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171 Pinefield Dr - BR08-001969 (SCREENROOM) DOCUMENTSeazy CITY OF SANFORD PERMIT APPLICATION 2 ). Application # : 0 V -' 1 Submittal Date:Z Job Address: YI Y1 2-Q [ !1"f Value of Work: $ Parcel ID: R ` -- 3' S j (X)C)0 "' @ Lo n)ing: Historic District: ! r' Description of Work: 3 t',eQn ir1 C2? ! iL D , Square Footage: 4 Permit Type: Building 01" 0' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign ' Electrical: New Service — # of AMPS Addition/Alteration 1110*' Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Pluntbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial Occupancy Type: Residential tl#` o Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required I PropertyOwner:Q`= nn r C 2 1• r [ 1TQC Contractor: Aiil.RIC N ALUMINUM & WINDOW 1 11f Address: i V% ne iN Q ( Dr . _ _ Address: 5245 TOWER WAY 1- Dsj3Phone: 3-5iE-mail: Phone: . State License Number: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: ^ '' rr C \,, - n . Phone: Address: P Y' 00X P_N *. S, F't%l"Woof_ F-L Fax: Plan Review Contact Person: Phone: Fax: E-mail: 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 constriction 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. Accept nc o91)" J') nit is v rt cation tat I wi I notify the owner of the p 1 T, /_I.1 [if 210ff Date Notary Public - State of Florida Pommission Expires Apr 17, 2009 Commission # DD 419411 APPROVALS: ZONING: ''I to ola UTIL. Signature o uffyMys of Florida Lien Law, FS 713. to/,2jo8 ictor/ Date Signa PHI IP HAGUE tPAY PVe C ; Notary Public - State of Florida My Commission Expires Apr 17, 2009 commission # DD 419411 OF F Bond Nation al Notary Assn. Contr Produced ID FD: ENG: BLDG: Special Conditions: Rcv 07.07 45(.00 LUMT-im Ph Altar nonce Springs, Casselberry, Lake Ma Seminole C®u® ' y' i.ongW®®d, ®vied®, S®ford, ty, Winter Springs Date: -- L - o ( /I I hereby na3 an agent of ' I Name of Compmry) to be my lawful attomey-in-fact to act for me to apply for, forreceiptnecessarytothisappointmentfor (check only one option): P , sign for and do all things 0 All Permits and applications submitted by this contractor. The specific perms and p ' Lion f work to at J!:JI S A) Expiration Date for This Limited power of Attorney: License Holder Name: CD State License Number -7 Signature of License Holder: STATE OF FLORIDA COUNTY OF;k P e_ The foregoing instrument was acknowledged before me this200_, by JbNay of ( ; to meorowho has p who is lly naknownidentification and wh(,Ard4d not)take as aa.dath_. Notary Sea]) Print or type name Noc Public - State of =a ryP" state of Cone _: on No. — ; My CWVW"10n Expim A; C0MMbWM # DD d1 My CommissionExpires: . soii ed , National r Permit Number Parcel Identification Number — 31 —5 j s-000j — j 330 8k Prepared by: P Return to: ", § fiean Aluminum &Window, fries 5245 Tower Way Sanford, FL 32773 NOTICE OF COMMENCEMENT State of Florida AN* MtlRl l_, CLERK OF CIRCIJl r CWRT NOLE COUNTY 015 Rq 04561 (Ipq) RKI S # 2006071184 klko 06/19/f"'.008 Oti:Cu'ft, AM IfUING I -I Ia 10.00 k0l D BY L Mt2Kinl4 CERTIFIED COPY MARYANNE MORSE l CLERK CIRCUIT COURT The undersigned hereby gives notice that improvement(s) will be made to SEMIN NTY FLWOcertain realproperty, and in accordance with Chapter 713, Florida Statutes, Ythe followinginformationisprnnovi'ded in this Notice of Commencement. p PUTY r- ' r) of `j — ob 0 /2-(d , 1. Description of property (legal description of the property, and street address if available) JU,r, O• Ce. ( e.r CA l g lea se 2 C S - 5 -7 7 2. General description of impro ment(s) 3CA- e-e-In'oo rY1 1 ( i cal mot' r v'e_ 3. Owner information , Name & Address CAQr0.0 CtL+DYl, .lo r e I .' h I. Pir'aruL C' Telephone & Fax Nu er Interest in Property: Dub n 'e 4. Fee Simple Title Holder (if other than owner Name & Address Telephone & Fax Number _ 5.) Contractor Name & Address Telephone & Fax Number 6. Surety ( if any) Name & Address Telephone & Fax Number Amount of bond $ 7. Lender ( if any) Name & Address Telephone & Fax Number above) AMEkICAN ALUMINUM & WINDOW, INC, 8. Persons within the State of Florida designate provided by 713.13(1)(a)7, Florida Statutes. Name & Address Telephone & Fax Number r)"- by Owner upon whom notices or other documents may be served as 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 & Address _ Telephone & Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER. AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL' T YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR R CAI ING YOUR Iy TIC /OF COMMENCEMENT. V 11 1 - R)gra'T: iu0f h Owner orgrier' AuthonzedOfficer/Director/Partner/Manager Print Nam Sworn to (or affirmed) an subscribed before me this I Z ' day of , (,(-in'e— 20 by ' f h as ( type of authority, e.o. officer, trustee. Verification pursuant to Section 92.525, Florida Statutes and that the facts stated in it are true to the best of my k Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 1-_ Davin JOHN6oN, CPA. ASA 1: 37121L7&;: 4 PROPERTY 1366 z, 136APPRAISERz31 SE7MlINOLECOUNTYR. II I I I 1101 E.FIRST ST SAKFORO, FL 32771.1468 407 •665 - 7506 i N 71B 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 32-19-31-515-0000-1320 Number of Buildings: 1 Owner: TALTON MYRA C & Depreciated Bldg Value: $149,628 Own/Addy: JOSEPH WILFRED Depreciated EXFT Value: $0 Mailing Address: 171 PINEFIELD DR Land Value (Market): $36,800 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 171 PINEFIELD DR SANFORD 32771 Just/Market Value: $186,428 Subdivision Name: CELERY LAKES PHASE 1 Assessed Value (30H): $133,972 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD (2005) Taxable Value: $108,972 Dor: 01-SINGLE FAMILY Tax Estimator Portability Ca",. 2007 VALUE SUMMARY SALES Tax Amount(without SOH): $3,396 Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount: $1,960 SPECIAL WARRANTY 11/2004 05509 1790 $144,900 Improved Yes Save Our Homes (SOH) Savs: $1,436 in2007DEEDTaxableValue: $105,070 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 36,800.00 $36,800 LOT 132 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Wall Bid Value New NumBitSFSFSFNew http:// www.scpafl.org/web/re_web.seminole_county_title?parcel=32193151500001320&cpad=pinefield&cpad_num=l 71 &cctr... 6/13/2008 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 Building 1 SINGLE 2004 7 2,021 2,470 2,021 CB/STUCCO $149,628 $152682 Sketch FAMILY FINISH Appendage / Sgft GARAGE FINISHED 1389 Appendage / Sgft OPEN PORCH FINISHED / 60 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 orooertv vour next vear's orooertv tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=32193151500001320&cpad=pinefield&cpad_num=171 &cctr... 6/ 13/2008 4 IV MARONDA HOMES Legal Description:"" T 132 CELERY LAKES PHASE 1 accordin to the Plat thereof as re in ,Ala ; ook, Pages 75 r r 9 and 76. of the Public Records of Seminole County, Florida - TR A N 89 °38' 17" E I I 50.00.1 a Li 0 z Ln C W J ct Lj LO 1 1 0 0 ti o SCALE: 1 "=20' SURVEY NOTES: 1) The street address of the above -described property is 171 PINEFIELD DRIVE. 2) The above -described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. SURVEYOR'S CERTIFICATE This is to certify 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 Mi.nimsn Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: -% CERTIFIED CORRECT T0: REVIS60 FOR F4tJNDATION Q'7 Z4 JUN. 24 REV150 FOR FIAAL SURVEY: 8 CCr. UN- K TNER SURVE-YING, INC.- MYRA C. TALTON &WILFRED JOSEPH R . BL A I R K I NER P.L.S. NO.- 3382 WELLS FARGO BAW N.A. MPANY Post Office Box 8231, SanfU1.6, Fl. 32772-0823 CHICAGITtE&GUALE RANCECOPORAKAMPFTITLEdGtIARANiYCORPORATION 407) - 322=2Li0Q ADNORAM TITLE COMPANY, INC. PROJECT NO: O4 - 189 SURVEY DATE: j j JONE 2004 Design. Check List for Screen ! /inyl Room (Pag:1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B'Mor'C'n or'D'n; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or VMPH for 3 second wind gust velocity load; Basic Wind Pressure L- ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = 13 PSF for Roofs & 5- PSF for Walls b. "C" exposure = PSF for Roofs & 'PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host.Structure Adequacy Statement: I have"inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Q / Phone: pqContrafor / Authorize Rep" Name ( lease print) Date:_ G C tractor / Authori Rep` Signature t L 3d77' Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans B. Site plan or survey with enclosure location C. Contractor's / Designer's name, address, phone number, & signature on plans 0 I D.--Site exposure form completed E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and projection from host structure 2. Front and side elevation views with all dimensions & heights 3. Beam span, spacing, & size F a Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size F71 a Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing 0 Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size 0 0 Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate 0 0 Section 3A tables used. - Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH tableandapply the following formula: Span / Height 1V J @120MPHRequired Span @ 0. 00 (b or d) x 1.00 (b or d) x 1.00 (b or d MPH s Wind Zone taultiplier " Exposure Multiplier Must have attended Engineer's Continuing Education Class within the past two years. Apnropriate multiplier fro;, -jage "';A-ii and page 3; iii. b- 7 Design Check List for Screen /Vinyt Room (Page 2 ofly'" B. Upright tables w/ sizes, thickness, spacing, & heights ........................... Tables 3A.2.1, 3A.2.2, or 3A.2.3) - Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH to le dIn''apply the.following formula: Span / Height Required Span @ 120 MPH 0.00 (b or d) x 1p.00 (b or d) x 1.0p0 (b or d) _ @ MPH Wind Zone Multiplier Exposure Multiplier ** C. Table 3A.3 with beam & upright combination if applicable ............... Yes M No D. Connection details to be used such as: 1. Beam to upright ................. 0 2. Beam to wall ............... ............................................. 0 3. Beam to beam .......... 4. Chair rail, purlins, & knee braces to beams & uprights .. .......... ... Q S. Extruded gutter connection ..................... ........... 6. U-clip, angles and/or sole plate to deck ..... ....... 0 E. Foundation detail type & size ... ........... ........ Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 SECTION 3 k o-, q ( a_ f S4 F { 4( I f 1 f .- General Notes and Specifications: 1. Certain of the following structures are designed to be married to Site Built Block, wood frame or DCA approved Modular structures of adequate structural capacity. The contractor / home owner shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If the home owner / contractor has a question about the host,structure, the owner (at his expense) shall hire an architect, engineer, or a certified home inspection company to verify host structure capacity. 3. The structures designed using this section shall be limited to a maximum projection of 16' from the host structure. Freestanding structures shall be limited to the maximum spans and size limits of component parts: Larger than these limits shall have site specific engineering. 4. The following rules apply to attachments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile / manufactured home shall use "fourth wall construction". This applies to utiliy sheds, carports, and / or other structures to be attached. b. "Fourth wall construction" means the addition shall be free standing with only the roof flashing of thetwounitsbeingattached. The most common "fourth wall construction" is a post & beam frame adjacent to -the mobile / manufactured home. The same span tables can be used as for the front wall beam. For fourth wall beam use the carrier beam table. The post shall be sized according to this manual and/or as a minimum be a 2" x 3" x 0.050" with an 18" x 2" x 0.044" knee brace at each end of the beam. c. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may beattachedto, then a "fourth wall" is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing walls, floors, and ceilings are considered infills and shall be allowed and heights shall be selected from the same tables as for other screen walls. 7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 9. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to awindvelocityof120MPH. 10. Spans may be interpolated between values but not extrapolated outside values. 11. For Design Check List and Inspection Guides for Sreen, Acrylic &Vinyl Rooms, see Appendix (Section 10). 12. When notes refer to screen rooms, they shall apply to acrylic / vinyl rooms also. 13. All gutter systems in which the back of the gutter is at or above the pan rib or above the top surface of a composite panel roof shall have a minimum 2" diameter hole in all gutter end caps or alternate water reliefportsin -the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM B221 after powder coating. 15. All aluminum shall be ordered as to alloy and hardness after heat treatment and paint is applied. Example: 6063-T6 after heat treatment and paint process. 16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAMANPEA / NSA 2100-2 for catagory I, II, & III sunrooms, non -habitable and unconditioned. 3A-i General Notes and Specifications for Section 3A Tables: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are'considered to be enclosed structures designed to be married to an'existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code w/ 2006Supplements. The loads assume a mean roof height of less than 30'; roof slope of 00 to 20°; 1= 0.87 for 100 MPH zone, I 0.77 for 110 MPH and higher zones. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (4/SF). Negative internal pressure coefficient is 0.18 for enclosed structures. Anchors for composite.panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. All framing components are considered to be 6063-T6 alloy. For components of 6005-T5 and 6061-T6 multiply spansby1.13. Section 3A Design Loads for Screen, Acrylic & Vinyl Roams Exposure "B" Basic Wind Pressure Screen Rooms Vin I Rooms over Hang All Roofs Roof Walls 100 MPH 13.0 10.0 12.0 46.8 110 MPH 14.0 11.0 13.0 47.1 120 MPH 17.0 13.0 15.0 48.3 123 MPH 18.0 13.3 15.9 50.8 130 MPH 2O.0 15.0 18.0 56.6 140.1 MPH 23.0 17.0 21.1 65.7 140-2 MPH 23.0 17.0 24.0 65.7 150 MPH 26.0 20.0 20.0 75.4 Note: Framing systems of screen, vinyl and glass rooms are considered to be main frame resistance components. To convert the above bads from Exposure "B" to Exposures "C" or "D" see Table 3A-C next page. Table 3A-A Conversion Factors for Screen & Vinyl Rooms - From 120 MPH Wind Zone to Others, Exposure "B" Roof I Walls Wind Zone MPH Applied Load SF Deflection d Bending b) Applied Load ISF) Deflection d Bending b 100 10.0 1.09 1.14 12.0 1.08 1.12 110 11.0 1.06 1.09 13.0 1.05 1.07 120 13.0 1.00 1.00 15.0 1.00 1.00 123 13.3 0.99 0.99 15.9 0.98 0.97 130 15.0 0.95 0.93 18.0 0.94 0.91 140-1 &2 17.0 0.91 0.87 21.0 0.89 0.85 150 20.0 0.87 0.81 24.0 0.85 0.79 Table 3A-13 Conversion Factors for Over Hangs From exposure "a" to exposure "C" Wind Zone MPH Applied Load SF Deflection d Bending b 100 46.8 1.01 1.02 110 47.1 1.01 1.01 120 48.3 1.00 1.00 123 1 50.8 0.98 0.97 130 56.6 0.95 0.92 140-1 65.7 0.90 0.86 140 ^2 65.7 0.90 0.86 1 75.4 0.86 0.80 3A ii General Notes and Specifications for Section 3A Tables (cont.): Conversion. Table 3A-C Load Conversion Factors Based on Mean Roof Height from Exposure "B" to "C" & "D" Exposure "B" to " Exposure ' to 'D" Mean Roof Height* Load Conversion Span Multiplier Load Conversion Span Multiplier 0 -15' 15' - 20' Factor 1.21 1 1.29 Factor 1.47 1.54 Bending 0.91 1 0.88 Deflection 0.N 0.92 Bending 0.83 0.81 Deflection 0.88 0.87 20' - 25' 25' - 30' 1.34 1.40 0.86 0.85 0.91 _ 0.89 1.60 1.66 0.79 0.78 . 0.86 0.85 30' - 40' 1.37 0.85 0.90 1.61 0.79 0.85 vie wryer mean root neignt or nost structure or enclosure Values are from ASCE-02 -- 3A ii SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) rnr I I 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 HOST STRUCTURE OR FOURTH WALL FRAME RIDGE BEAM --.-__ _ USE BEAM TO WALL DETAIL SEE TABLES 3A.1.4) H f I S LI TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone N: (386) 767-4T74 Fax 0: (386) 767-6S% Email: lebpc@bellsouth.net COPYRIGHT 2006 PAGE q - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRff TEN PERMISSION OF IA16RENCE E. BENNETT. P.E. 'A-1 SECTION 3A SCREEN, ACRYLIC & VINYL RO )MS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW` FOR H / MAX. / H* UPRIGHT HEIGHT (h) 1" x 2" VARIES MIN. 3-1/2" SLAB ON GRADE4ORRAISEDFOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37) HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW LOAD WIDTH FOR ROOF BEAM ' ALTERNATE CONNECTION P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS I (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. SOLID ROOF NO MAXIMUM / ELEVATION SLAB OR GRADE) D [) z U Uj U) P = PROJECTION FROM BLDG. VARIES VARIES 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 2-112" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMNINTERNALLYORW/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OFCONNECTION. 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 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWINGCONVERSION: 1100-123L 130 1 140 8 10 12 E15012 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone 0: (386) 7674774 Fax N: (386) 767-65M Email: leb bellsouth.net PAGE COPYRIGHT 20H 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 UNIFORM LOAD UNIFORM LOAD Z a Z A B A B SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD I l l Z Z Z A B C A B C D 2 SPAN 3 SPAN UNIFORM LOAD A B C D E 4 SPAN NOTES: 1. l = Span Length a = Overhang. Length 2. All spans listed in the tables are for equally spaced distances between supports or anchor points. 3. Panels shall not be spliced except at supports. SPAN EXAMPLES FOR SECTION 7 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona, FI 32121 Telephone #: (386) 767-4T74 Fax #: (386) 767-65% Email: Ie bpeCbellsouth.net COPYRIGHT 2006 1 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E. 7-27 SECTION 7 SOLID ROOF. PANEL PRODUCTS w Lawrence E. Bennett, P.E. FL # 16644 :.,, - MM crvrL & srRucruRAL ENGinrEERiNo Elite Aluminum CorporationP.O. Box 214368, South Daytona, F132121 _ Telophone 0: (386) 767-4774 Fax N: (386) 767-&166 1801 N.W. 64th Street Emall: lobcw®belbouth.net — Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHT 20M 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRfTTEN PERMISSION OF LAWRENCEE. BENNETT. P.E. SECTION 7 BREAK FORMED OR EXTRUDED HEADER PLACE SUPER GUTTER BEHIND DRIP EDGE EXISTING TRUSS OR RAFTER SEALANT 10 x 2" S.M.S. @ 24" O.C. 1/4" x 8" LAG SCREW (1) PER TRUSS / RAFTER TAIL EXISTING FASCIA SOLID ROOF PANEL PRODUCTS SEALANT 10 x 4" S.M.S. W/ 1-1/2"O FENDER WASHER @ 12" O.C. CAULK SCREW HEADS & WASHERS CAULK EXPOSED SCREW HEADS 3" COMPOSITE ROOF PANEL MIN. SLOPE 1/4" : V) 1/2" 0 SCH. 40 PVC FERRULE EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 1 SCALE: 3" = V-0" CAULK EXPOSED SCREW HEADS PLACE SUPER OR EXTRUDE[ GUTTER BEHIND DRIP EDGE 10 x 2" S.M.S. @ 24" O.0 OPTION 1: 2" x _ x 0.050" STRAP @ EACH COMPOSITE SEAM AND 1/2 JAY BETWEEN EACH SIDE W/ f) #10 x 2" INTO FASCIA AND f) #10 x 3/4" INTO GUTTER IPTION 2: 4" x 8" LAG SCREW (1) PER RUSS / RAFTER TAIL IN 1/2"0 NCH. 40 PVC FERRULE EALANT COMPOSITE ROOF PANEL MIN. SLOPE 1/4" : V) 3" HEADER EXISTING TRUSS OR RAFTER EXTRUDED OR I FASTEN TO PANEL WN EXISTING FASCIA SUPER GUTTER # 8 x 1/2' S.M.S. EACH SIDE @ 12" O.C. AND FASTEN TO SEALANT GUTTER W/ LAG BOLT AS SHOWN EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 2 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 787-4774 Fax #: (386) 767-6556 Email: lebpe@ bolls o uti.nal PAGE © COPYRIGHT 2006 7.16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. c FSECTGON 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER - 10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = V-0" WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: 2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: — 14 x 1-1/2" S.M.S. OR WOOD / SCREWS @ 12" O.C. / 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA 14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. Q. LU ..... FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHEREPOSSIBLEONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 1'. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON -A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWINGCONVERSION: 100 -1231 130 140 150 L #8 1 #10 12 412 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4n4 Fax #: (386) 767-cs6e Email: lebpe(pbol !south. net PAGE Q COPYRIOHT200E 7-4 NOT TO BE REPRODUCED IN'0'HOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r - 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. SGREEill, ROOMS SIDE WALL HEADER JTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) 410 x 1-1/2" M.S IDE WALL GIRT ATTACHED l 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 BALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAII SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121_- Telephone #: (386) 767-4774 Fax #: (366) 767-6556 Email: Iebpoobel lsouth. nat PAGE COPYRIGHT 200E 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PAR T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E SECTION 1 SCREENED ENCLOSURES SCREEN I. 'd' VARIES i 4" SHOWN 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY j 2" x (D - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 ----a S.M.S. SEE SCHEDULE NEXT PAGE) a a CONCRETE ANCHOR SEE SCHEDULE PAGE 65) NOTE: DETAIL ILLUSTRATES e . TYPICAL 2" x 4" S.M.B. COLUMN CONNECTION 2" 5d MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL - SCREWS INTO SCREW BOSSES 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d* MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 5d DISTANCE 4d 114" 1-114" 1 1" 1-7/8" 1 1-10 GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT 2500 P.S.I. CONCRETE OR ALTERNATE 2." X —WOOD DECK TYPICAL S.M. OR SNAP SECTION COLUMN 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE PAGE 1-65) PRIMARY 2" x 2" x 0.063"ANGLE 1" x 2" BASE PLATE (TYP.) o , a i NOTE: SELECT CONCRETE I 1-1/4" MIN. CONCRETE ANCHOR FROM TABLE 9.1 ANCHOR EMBEDMENT 6" (MAX.) - -- -- 6" (MAX.) ----- ----- — --- MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = V-0" NOTE: 1. FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 2. PREDRILL PAVERS W/ MIN. 1/4" MASONRY BIT. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388, South Daytona, FI 32121 - - Telephone 0: (388) 767.4774 - Fax N: (386) 76785% Email: lol p bollsouth.net PAGE COPYRIGHT 21x10 1 -64 NOT TO BE REPRODUCED IN WHO(E OR IN PART WfTHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4) 1W' x 4" LAG BOLTS W/ 1-1/4," FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" SECTION 3A V RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-114" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence. E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,-So4A Daytona, Fl 32121 ToleOhone N: (386) 767-4774 Fax N: (366) 767-6&% Ema N: lebpe@ bellsouth. rot . COPYRIGHT 200E PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfFTEN PERMISSUN Of LAWRENCE E. BENNETT. P.E. 3p -% SOLID ROOF PANEL PRODUCTS _ SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER (BREAK- 8 x 9/16" TEK SCREWS @ FORMED OR EXT.) PAN RIBS EACH SIDE HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR CAULK ALL EXPOSED SCREW GABLED APPLICATION HEADS & WASHERS 8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-1/4" SCREWS (3) PER PAN OR COMPOSITE ROOF PAN INTO BEAM THROUGH PANEL BOXED END OF PAN AND 8 x 1/2" S.M.S. (3) PER PAN HEADER ALONG PAN BOTTOM WHEN FASTENING TO SCALE: 3" = V-0" ALUMINUM USE TRUFAST HD x t" + 3/4") AT 8" O.C. FOR UP TO 130 MPH WIND SPEED FOR PAN ROOFS: EXPOSURE "D"; 6" O.C. FOR tr (3) EACH #8 x 1/2" LONG S.M.S. ABOVE 130 MPH AND UP TO PER 12" PANEL W/ 3/4" 150 MPH WIND SPEED ALUMINUM PAN WASHER EXPOSURE "D" CAULK ALL EXPOSED SCREW' HEADS & WASHERS ROOF PANEL FOR COMPOSITE ROOFS: PER TABLES SECTION 7) 10 x (t + 1/2") S.M.S. WI 1-1/4"0 FENDER WASHERS SUPPORTING BEAM @ 12" O.C. (LENGTH = PER TABLES) PANEL THICKNESS + 1 ") @ ROOF BEARING ELEMENT SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386)`767-4774 Fax #: (386) 767-65M Email: lobpe Cbellsouth.net COPYRIGHT 2t)06 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-21 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1 /4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2„ MIN (2) #5 BAR CONT. 1" PER Ft. MAX. FOR 3-1/2" (TYP. (1) #5 BAR CONT. t 2'-0" MIN. BEFORE SLOPE ALL SLABS TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING DERATE SLOPE FOOTING STEEP SLOPE FOOTING Notes: 2" / 12" - V-10" - -- > V-10" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projectionfromthehoststructureofthecarportorpatiocoverexceeds16'-0". Then a minimum of a Type 11 footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTM' e3TM (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installinganchors. 5. If local building codes require a minimum footing use Type 11 footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 - - - Telephone M: (386) 787-4774 Fax 0: (386) 767-6 5G Email: Ieboeabeltsoulh.not - PAGE COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHEWRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 0 .R SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS - Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #ISF for Max. Cantilever) Aluminum All— RnR4 T-r 2"x2"x0.0W 2"x2"x0.055" Load Width (ft.) 5 Max. S an'L' I bendin 'b' or de tlon'cll Load Width (ft.) 5 Max. Spa n'L' I bendin 'b' or deft action 'd') 1 & 2 S anp 5'-l" d 3 S anp 6'-3" d 4 S anp 6'-4" d Max. Cantilever 0'-11" d 1 8 2 Span 5'-4" d 3 Span 6'-7' d 4 Span 6-9" d Max. Cantilever 1'-0" d 6 4'-9" d V-10" d 5'-11' b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'-6" d 5'-7" d 6-6" b 0'-10" 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 6-8" d 5'-7" b 0'-10" d 9 10 4'-2" d 4'-0" d 5'-0" b 4'-9" b 4'-10' b 4'-7" b 0'-10" d 0'-9" d 9 10 4'-5" d 4'-3" d 5'-5' d 5'-2' b 5'-3" b 5'-0" b 0'-10" d 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 3" x 2" x 0.045" T-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9' b 4'-7" b 0'-9" d 3" x 2" x 0.070" Load Width (ft.) 5 — Max. Span 'L' ! bending 'b' or deflection 'd') Load Width (ft.) 5 Max. Span 'L' / (bending 'b' or deflectlon 'd) 1 g 2 S anp 5'-8" d 3 S anp T-1" d 4 S pan T-2" d Max. Cantilever 1'-1" d 1& 2 Span 6'-5" d 3 Span T-11" d. 4 Span 8'-l" d Max. Cantilever 1'-3" d 6 64" d 1 6'-8" d 6-9" d 1'-0" d 6 6'-0" d T-5' d T-7" d 1'-2' d 7 5'-l" d 6'-4" d 6'-4" b 0'-11" d 7 5'-9" d T-1' d T-3" d 1'-1' d 8 4'-11" d 6'-0" d 5'-11' b 0'-11" d 8 T-6" d 6'-9' d 6'-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-3" d 6'-6' d 6'-6' .b 1'-0" d 10 4'$' d 6-6" b 5'-3" b 0'-10" d 10 5'-l" d 6'-3' d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5'-11" b 0'-11" d 2" x 3" x 0.045" Width (ft.) d 4'-11" b 4'-10' b 0'-1T d Max. Spa 'L' I bendin 'b' or deflection ' 12 4'-9" d 5'-10" b T-8" b U-11" d 2" x 4" x 0.050" Load Width (ft.) Max. Spa 'L' 1 bendin 'b' or deflection 'd 1 8 2 Span 3 Span 4 Span Max. Cantilever 1& 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" 8'-9" µ d 9- b 1'-4" d 5 9'-2" d 114" d 11'-2- b 1'-9- d 6'-8" d T-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7 6'-4" d T-8" b T-5" b 1'-3" d 7 8'-2"' d T-9' b 9'-5" b 1'-7" d 8 6%1" d T-2" b 6'-11' b 1'-2" d 8 T-10' d 9'-2- b 8'-10' b 1'-6- d 9 5'-10" d 6'-9" b 6'-6" b 1'-1" d 9 T-6' d 8'-8- b 8'-4' b 1'-5" d 10 5'-7" d 6'-5" b 6-2" b 1'A" d 10 T-3' d 8'-2' b T-11" b 1'-5" d 6'-1" b 5'-11' b 1'-0" d 11 6'-11- b 7'-10" b T-7` b 1' 4" d 12 5'-3" 10" b 5'-B" b 1'-0" d 12 6'-8" b T-6' b 1 T-3" 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 & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona, Fl 32121 Telephone N: (386) 767-4774 Fax p: (386) 767.6556 Email: lobpeC bel lsarth. n et PAGE COPYRIGHT 2000 - 3A"1 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRr1iEN PERMISSION OF LAWRENCE E. BENNETT. P E. r Job # 80075 lx2 door jamb cna+ door jamb 2x4 cnV lx2 xxW open slab a aN 3 W i l 1=red 240 S. F. 171 Pinefield Drive Sanford. >:l. 32771 host structure 2x3 edge beam 89' 90' 89' 2x3 1 X x X U N N 2 4' IxP Ln 2x4 Ln lx2