Loading...
HomeMy WebLinkAbout126 Pinefiled DrRECEIVED 1 l l CITY OF SANFORD PERMIT APPLICATION FEg 0 6 Permit #: d ` A -[ J`,, /' ) Date: Z006 Job Address: aP RIY&l Ae. Sdp ttUQd `e. ,i2w Description of Work: leatUR 'JiMA-7 /IGOBW Historic District: Zoning: Value of Work: $ 'Sa 9s Permit Type: 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: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#:-14-/7-vl Owners Name & Address: Proof of Ownership & Legal Description) J ,/ Phone: Contractor Name &Address: fQln uchi /i 425 S. t t!/e,L-asa& T?_ Vl34' OAA D , Fl. 32125 State License Number: Phone & Fax: 71 1 Contact Person: II(A" Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, F 71 Signaf Owner/Agent Date Signature of Contract t Date NEvrAt_t Avow-r-t: Print Owner/Agent's Name M Sandi j /' Print ntractq /A s Na r+, Bddp99e , ,-, Bridgette M Sandi MY gt e {iota State of Florida Date Si nature f Notary -State of Floridat e• w.`VF 444 xpires fNBrrh OS 008 ry- g MY Commission DD297171 Expires March 07 2008 Owner/Agent is Personally Known to Me or g Produced IDK153-(PM-_4Z-09) -O Contractor/Agent is a na11 jin t or Produced ID . / I APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: aitial & Date) (Initial & Di(e) (Initial & Date) (Initial & Date) Special Conditions: tiv Limited Power Of Attorney Date 1-26-06 I 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# 32-19-31-515-0000-0130 LOT 13 Celery Lakes Phase 1 PB 62 PGS 75 & 76 Job Name and Address Neftali Aponte 126 Pinefield Dr.Sanford FL 32771 Owner of Property and Address and to sign my name and do all things necessary to this appointment Type or Print Name of Certified ContractVand Signature The foregoing ins ent was acknowledged before me thi d Da of S7iNcrali< 2oovBy uIn E r1_. who is personally known to me and/or has produced E2Sd - q Ef - L as identification and who did(did not) take an oath Notary commission# 7//1q Expires Seal) R W eridgette M Sandi f My Commission DD297111Yd1FExpiresMarch072006 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PAR LLL uL iAiA- 10 DAvin JOHNSON, CFA, A5A 11411 113112 PROPERTY 115 1 1z APPRAISER 13 118 SEMINOLE COUNTY FL PP14117 1101 E. FIRST sT SANFORD. FL 32771.1468 407-665-7508 18 119 j 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-515-0000-0130 Number of Buildings: 1 Owner: APONTE NEFTALI & LEYLA A Depreciated Bldg Value: 122,246 Mailing Address: 126 PINEFIELD DR Depreciated EXFT Value: 0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): 24,000 Property Address: 126 PINEFIELD DR SANFORD 32771 Land Value Ag: 0 Subdivision Name: CELERY LAKES PHASE 1 Just/Market Value: 146,246 Tax District: S1-SANFORD Assessed Value (SOH): 124,378 Exemptions: 00-HOMESTEAD Exempt Value: 25,000 Dor: 01-SINGLE FAMILY Taxable Value: 99,378 SALES Deed Date Book Page Amount Vac/Imp SPECIAL 12/2003 05156 1404 $133,500 Improved WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 24,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $2,138 Qualified 2005 Tax Bill Amount: $1,911 Yes Save Our Homes (SOH) Savings: $227 2005 Taxable Value: $95,755 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 13 CELERY LAKES PHASE 1 PB 62 PGS 24,000 75 & 76 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2003 9 1,120 2,659 2,215 CB/STUCCO $122,246 $124,108 FAMILY FINISH Appendage / Sgft GARAGE FINISHED 1420 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft UPPER STORY FINISHED / 1095 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=32193151500000130... 3/ 13/2006 Permit Number Parcel Identification Number Z 14 3/-SjS-0000-OI3D Prepared by: 3EIden ffonstruction (Qo 425 S. Chickasaw Tra• ratlon. 51 Jv*71 CaSiU Return to: Orlando, FL 328825 25I 407) 671-9697 NOTICE OF COMMENCEMENT State of F.laz dia County of 15,winol il la aa awa a ara SMIN LE CUM 8K 06109 0733; tl CLERK' S :N 2(KN RECI)Rilt:W 0.0I06/E006 RECURDINS FEES 10.00 RECURRED BiI H Bailey i The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of pro ert (legal description of the property, and street address if lavailable) COT/3C'/s f La,s P 1 i98 G2 p6s ;sf p% 2. General desdription of improvement(s) 0'ar30' ,5efon ,Qwln 3. Owner information /' Name N,L,-W; dc?,(-c Telephone NumberFaw-W/ Address yZG Pin/Nit/d ,be. Fax Number Fl. 12 71 Interest in Property: 4. n 7 8. 0 10 Fee Simple Title Holder (if other than owner shows above) Name Telephone Number Address Fax Number Contractor Iden Construction (qo Name425S. Chickasaw Trail, Ste 2b1Telephone- Number i Address Orlando, FL 32825 Fax Number (yO,Gj/;Z2,23 Surety (' y) ifan (407) 671-9697 1 with Name Telephone Number Address Fax Number I i Amount of bond $ !. i Lender ( if any Name Telephone Number I AddressFaxNumberi Persons within the State of Florida designated by Owner upon whom notices of other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. t i Name Telephone Number Address Fax Number 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 I Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): , r/ x.4 /-(. i Date Signed Signat of Owner (Note: per 713.13(1)(g), "owner m sign ...and no one else may bey permitted to sign in s or her stead." Sworn to and subscribed before me this —2 day of /ltlG//;Y , 20 jJ by Alf 7al/ -I&IZlf I' who is personally known to me OR produced - o as identification. 7a- O D SEAL i Bridgette M Sandi IMy Commission DD297111 Expires March 07 2008 23- 20 (9/04) PLAT OF BOUNDARY SURVEY q for MARONDA HOMES Legal Description LO CELERY LAKES PHASE 1, according to the Plat thereof as recorded in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, Florida. 13 43.63 12 N 89°38'17" E 121.50' 5 00' 5' DRAINAGE ESM'T 1_--------------------------, o LL 0,9 - a >- II 30.00'! w o O ODfoa- M L_. O z 10 < (if 5a- to O am 48.00' k, 5' DRAINAGE ESM'T N 89`38'17" E 121.64' 14 SCALE: 1 "= 20' I _J II I 0 II I I II I II II I SURVEY NOTES: 1) The streElt address of the above -described property is PINEFIELD DRIVE. 2) The abo-we-described property lies in a Flood Zone. X per FIRM 124117C 0065E dated APRIL 19,35. Ln N 0W O 2 n Q W JaS U U7 I i• i 4 i W LL L4 n SURVEYOR'S CERTIFICATE This is to certi`y that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. I A 9&5ff1-T PROJECT NO: 03_53'5 CCU KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 SURVEY DATE: CERTIFIED CORRECT TO: SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) 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 ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4T74 FAX: (3116) 767.6556 PAGE CC) COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 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" = V-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 - DEVELOP014EN'T CONSULTANT P.O. BOX 2143611, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX, (366) 767-SM PAGE w C) COPYRIGHT 204 3A"Y NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 IIDE WALL HEADER TTACHED TO 1" x 2" OPEN SACK 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 0NCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (31%) 767-4774 FAX: (356) 767.OM PAGE © COPYRIGHT 3A-6 NOT TO BE R2a04EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) COMPOSITE ROOF PANEL aw0 HEADER (SEE NOTE BELOW) 8 x (d+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 COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" COMPOSITE ROOF PANELS SHALL BE ATTACHED TO EXTRUDED HEADER W/ (3) EACH 8 x (01/2") LONG CORROSION RESISTANT S.M.S. Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (356) 767-4774 FAX: (386) 767-6556 PAGE COPYRIGHT ZW4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-9 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S.1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 21'-4" 23'-10" 23'-0" 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'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 1T-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" 13'-8" 13'-2" 4'-0" 130 MPH 1 18'-0" 1 20'-2" 1 19'-5" 15'-1" 1 17'-9" 1 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 1 12'-4" 1 13'-9" 1 1T-3" 12'4" 1 13'-9" 1 13'-3" 1 10'-3" 1 11'-6" 1 11--1" 4'-3- 150 MPH 1 12'4" 1 13'-9" 1 13'-3" 1 12'4" 1 13'-9" 1 IT-3" 1 9'-6" 1 10'-8" 1 10'4" 3'-11" 3" x 48" x 0.030" Roof Panel Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 182 span 3 span 4 span 1&2 span 3 span 4 span 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' 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10' 26'-B" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-B" 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'-0" 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 l'-2" 13'-2" 12'-9" 4'-0" 4" x 48" x 0.024" Roof Panel Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 18,2 span 3 span 4 span 182 span 3 span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-l" 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'-17. 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0' 123 MPH 21'-5" 23'-11" 1 2T-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 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'-9" 4'-0" 150 MPH 13'-0" 15'-1" 14'-7" 1 13'-6" 15'-1" 14'-7" 10'-5- 12'4" 11'4" 4'-0" 4" x 48" x 0.030" Roof Panel Wind Region Open Structures Mon -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 27'-11" 31'4- 30'-3" 26'-8" 27-10" 28'-10" 20'-10" 23'4" 22'-6" 110 MPH 27'-11" 31'-4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4' 21'-7" 20'-10" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10" 19'-1" 4'-0" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3' 18'-7" 4'-0" 130 MPH 23' 8 26'-5" 25'-7" 20'-10" 23'-4" 22'-0" 15'-2" 140 MPH 16'-2" 18'-1' 1T-6" 16'-2" 18'-1" 17'-6" 14'-2" 15'-10' 150 MPH 16'-2" 18'-1' 17'-6" 16'-2" 18'-1" 17'-6"4'-0" roof Donal width = room width + TA u Lawrence E. Bennett, P.E. FL # 16W 350 BURBANK ROAD, CIVIL ENGINEER -DEVELOPMENT CONSULTANT OLDS MAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA. FL 32121 NATIONWIDE 1-800-229-SZ57 TELEPHONE: (386)767-4774 LOCAL 813-655-ZSZ7 FAX: (386)767-65M FAX B 1 3-855-B 128 PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Teible 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) Awminum vuroy 0.0"1. Load Width (ft.) ovoa ! "v Max. Span 'L' / (bending 'b' or deflection 'd') 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' ! (bending 'b' or deflection'd') 1 8 2 Span 3 Shan 4 Span Max. Cantilever 1 & 2 Spanp 3 Span 4 Spanp Max' Cantilever, d 6'-3" d 64" 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 W-6" d 6'-7" d 61-6" b 0'-11" c 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d g 4'4" d 5'-4" b 5'-1" b 0'-10" C 8 4'-7" d 5'-8" d 5'-7" b 0'-1I' d d 5'-11" b 4'-10" b 0'-10" C 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 1p 4'-O d 4'-9" b 4'-7" b 0'-10" C 10 4'-3' d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-l" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 31A V d 4'-9" b 4'-7" b 0'-10" d Tx 2" x 0.045" Load Width (ft.) Max. Span VI bending 'b' or deflection'd' 3" x 2" x 0.070" Load Width (ft.) Max. Span VI (bonding'b' or deflection'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Spanp Max. Cantilever 5 1. 5'-8" d VA" 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 7'-l' 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'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d V-6" d 6'-8" d 1'-1" d 1p 4'.6- d 5'-7" d 6-6" 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 0.0 50" b' Load Width (ft.) Max. Spa n'L' / bendin b' or deflection'd') Load Width (ft-) Max. Span L' ! (bending or deflection'd 1 & 2 Span 3 Span 4 Span Max' Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever, 5 T-1" d 8'-9' d 8'-9" b 1 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11- b 1 1'4" d 6 8'-8" d 1OW" b 10'-3" b 1'-9" d 7 6'4" d T-8' b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1' d 7'-2' b 6'-11" b 1'-2" d 8 T-10' d 9'-2' b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6" d 8'-8" b 8'-4" b 1'-6' d 10 5'-7' d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5- d 11 5'-5" d 6'-1" b 5'-11' b 1'-1" d 11 6'-11" b 7'-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b I 1'-1" d 12 6'-B" b 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' a nnection 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 DAYTON& FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.65% PAGE COP`rRIGHT 2004 / NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS vv a6 V J'n Cir"jj 30 Y'IO Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 aan unu ....i..".ih....eideeinn inad of 11 WSF For 3 Secvna wlWIa gusi ei I .v ..—......xa ---•a --- - - Tributary load width W = Purlin Spacing Sections T- 0" T-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'.6" T'-0" 7' 6" 110A bble Heig C1 bending'b' or deflection'd' 2" x 2" x 0.044" Hollow 9'-5' bi B'fr4b 7.8" 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 10'-3" b 9' '--b 8'-11" b 8'-5"" b T-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'4i" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-0" b T-11" b T-8" b 7'-5" b 7' .?" b 3" x 2" x O.OTO" 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'ai" 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 8'-8" b 8'-0" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3' b I VA" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-0" b 11'-0" b 10' 8" b 10'• 3" b 2" x 4" x 0.046" S.M.B. T-0' b 16'-6" b 15'-7' b 14'-9" b 14'-1" b 13'-0" b 12'-11' b 12'-6" b 12' 1" b 2" x 5" x 0.050" S.M.B. 1'-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. 4'-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 414'-4' 0'-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" Snap3'-4" b 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 4" x 0.045" Sna 6'-3' b 15'-3' b 14'-4" b 1T-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'•1" 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 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTON& FL 32121 TELEPHONE: (366) 767-4TT4 FAX: (356) 767-GM PAGE COPYRIGIiT 20W 3A44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. pLANS REVIEWED CITY OF SANFORD OFFICE PERMIT #Qlcw%%A4 I