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142 Sterling Pine St - BR08-001592 (SCREEN ROOM) DOCUMENTSCITY Oi SANFORD PERMIT APPLICATION RECEDED Permit # : 0 8 - I Sq c2 t k Date: J— (' o Qj MAY 0 9 2008 Job Address: W-1 ST&t"!n plW—,5-1 Ft3Z7773 Description of Work: "+Q-> T Historic District: Zoning: Value of Work: $ qq 12, CO 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:y 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: rsN Tl N F: N . `Z S 7 iz C( N`1 Pi `T Sp'Y-II (y,Q r — •) - 7 Phone: 3 'mil d p Contractor Name & Address: J Pii l - 0 j yVK 04JQVA— 3 k K— a— e?, 2-7? CI 2 State License Number: P——fDogS! Phone & Fax:W9- DSO &07 67 ii- Contact Person: 1 pAqP Phone: Yam? Z Bonding Company: Address: -- X rVL 0aw Mortgage Lender: —. Address Architect/ Engineer: L-c,uJr c.2N g _44( - - Phone: 3%(- ] (, e - WY7W Address:•d • X aV *&6 O S . bCL' Anr\ t- t 32-1 2 j Fax: L 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. 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: 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 r uirements 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 b additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. J cgGilwy 09pe it is v ritication that 1 will notify the owner of the property of -the requ s of Florida L' FS 713. C" q ' n o Owner/Age Date Signature ofContractor/Agent Date ] p C av- ?Ant Owner/Agent's Name Print Contractor/Ag is N re n 'c7 at'y 0. V No uy State of Flori Date n lure of Notary -State o lorida ate c, ' y y., ao•CD tz ty — v z - owner/ Agent i rsonall nown to Me or Contractor/Agent is ens ally Known to Me or Pro ID _ Produced ID APPLICATION APPROVED BY: Bldg: i Zoni 7 / / Utilities: Initial & ate) ( Initial Da e) Special Conditions: FD- Initial & Date) ( initial & Date) CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : " I S 12 Date: J- Lp _d Qj MAY 0 9 2008 Job Address: 15TCP l p l_ j A*)(-z .. 3Z Description of Work: 14Ox26 I Historic District: Zoning: Value of Work: $ Gq (2 ©0 a i 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:y( Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Z(t •-'L(j-SIf' `d(? (Attach Proof of Ownership & Legal Description) Owners Name & Address: -PeTc-,t2 APA&pA ^A) (-u Ng Pp'/ 0 -pf}) C (-- ^a? ' Phone: 3 - 6 d 4 Contractor Name & Address: 7:)JAt? LC)P- TSLOAA (oVOVA, 3Gn )P 3L4 P-p W t"gip State License Number: F-'KOC)4S % c'f G Phone & Fax:gCq-09 - a-:W q07 6 7 Contact Person: TRNf! f Phone: Bonding Company: Address: --- Mortgage Lender: C Address: Architect/Engineer: l-i uJt C c «G fl r,p, Phone:3%(y- D lob - 4% -79 Address: -P•d . X x4 b $ S \CL Apt-iz r Fax: Ci 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. 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 r uirements 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 b additional permits required from other governmental entities such as water management istricts, state agencies, or federal agencies. ctsp4§?? J oflpe 1t is v rification that I will notify the owner of the property of the re u' s of Florida L' FS 713. bo NCzD q ' n o Owner/Age ( Date Signature of Contractor/Agent Date O siz— C OPrint Contractor/Ag ilxl nwnergentsameCU4/v ElCg No ry-State of Flori ate Vntur, of Notary -State o lorida ate i_ rl>p CD qtz C7 C O Zwner/ Agent i rsonal nown to Me or Contractor/Agent is ers ally Known to Me or W Pr ID Produced ID o N W On O APPLICATION APPROVED BY: Bldg: Zoning: t Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHA5DN, CfA, ASA PROPERTY TR CTti APPRAISER R fi rr SEMINOLE COUNTY FL. 61 WOMORO P)l 1101 E. FIRST ST SANFORD, FL 32771-1468 407-665-7505 3 TRACT A 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 10-20-30-511-0000-0630 Number of Buildings: 1 Owner: ARISMAN PETER M & KRISTIN M Depreciated Bldg Value: $206,249 Mailing Address: 142 STERLING PINE ST Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $42,000 Property Address: 142 STERLING PINE ST SANFORD 32773 Land Value Ag: $0 Subdivision Name: STERLING WOODS Just/Market Value; $248,249 Tax District: S1-SANFORD Assessed Value (SOH): $184,733 Exemptions: 00-HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $159,733 Tax_ Estimator Portabilitv- Calculator SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $4,571 WARRANTY DEED 09/2004 05483. 0292 $215,000 Improved Yes 2007 Tax Bill 880 1,691 WARRANTY DEED 11/2003 05097 0988 $160,000 Improved Yes Save Our Homes (SOH)_Savngs: $1,691SavinAmogs: SPECIAL WARRANTY DEED 1112000 03954 1455 $145,200 Improved Yes 2007 Taxable Value: $154,352 WARRANTY DEED 08/2000 03902 0639 $299,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick.. LOT 0 0 1.000 42,000.00 $42,000 LOT 63 STERLING WOODS PB 54 PGS 93 THRU 95 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New Building 1 SINGLE 2000 9 1,232 2,748 2,336 CB/STUCCO $206,249 $213,730 Sketch FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 400 Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft UPPER STORY FINISHED / 1104 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finished Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole_county_title?PARCEL=l 0203 05110000063 0... 5/6/2008 Notice of Comnlcnccmcnt n twat to all l fuel o Permit Number Folio/Parcel Identification Number 10-2o-3G_SI Prepared by e Return to SU"CGTi(l tU(., E'i I6111 INSTALLNfl NSY C3D; ran qm RD. i 8ltid' ' Csf FL 32792 M1 VMW NORSE, CLERK OF CIRCUIT LURT S€PIINOLE CITY i BK 06990 Pg OL063= (1pg) 2006054606 RECURDED 05/09/21bM 11:06:45 AM RECORDING FEES 10.00 II'lity. RECORDED BY T Smith NOTICE OF COMME,19t;EMENT State of Florida, County of Ak) t(e The undersigned hereby gives notice that impr0001TIent(s) will be made to certain real property, and in accordanceWithChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 _ Descr! Eton of pr°po'h! (legal description of t prO ty, and street address it available) L-0 CC' S S i c{ J tJ P s-, 2• General description of Improvement(s) V+.ti L,.-,( ti 3. Owner Information Namei A Rss Z ; Ott_! P .:r Telephone Number 1 Interest in Property 0 w4. Fee. Simple 3'{tfe©older (If ocher than owner shown above) r Narne Address Telephone Number 5• Contractor i Name 5 L) p24,toga- j MTeleL- QphonelmborAddress1M" It() is7(wn •Fi--" R6- ISunaty (if any) q-2- Name Address Telephone Number CERTIFIED 1p OPI s Amount of bond $ 7. Lender ( it any) MA YANN .IiViURSE , Name — OF CIRMT_ COURT Address Telephone Number CLE9,K EMIN I UNTY, FLORIDA g• PeYVlotnr vll9tlla ttur $tgngpj o ` IFlnri:ca designated by Owner upon wflom n°ttce:, or ofhar documents r"glybeoarvedazprovlded: by §713A30)(t,)7„ FloridaStatutes. Name Address — Telephone Number 9. In addition to hlmeeit or herrou, amne r doaigunatas2008 3 file following to receive a co Nudge asprovidsdgo §713.13(1)(b), FloriGn Statut®a. Pl of the Llenor's Nam® AddressTelephone Number 10- Expiration date of notice of commencement (the expiration date is one unless adifferentdateisspecified: year Tom the date of recording WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOI1fMENCEMNTARECO'gSfDEI:4 ED IMPROPER PAVME.NTS UNDER CHAPi'ER '713, PART 1 SECTION 713.13, FLORID STATUTES, AMD CAN RESULT IN YOUR PAVING TIIiER FOR IMPROVEMENTS TO YOURPROPERTY. NOTICE OF COLII;IVIENC MEMT MUST 13E RECORDED AND POSTED ON THE fO6 SITEBEFOREnA FIRST INSPECTION. 9F YOU INTEND TO OBTAitV FINANCING, CONSULT WITH VOUR LENDERNTraM "+ ITORfdE Y BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEM —MENT^ Signature of Or;Vnel• t V or Owner Authorized OfllcerlDir ctorlPerinerlMonogur §71;1. ialtfldll SI®nefory's Prinle PI me/TlllelOffice The egoing Instrument was acknoviledged before me this V day ofby f 4. \' a590r ( your) ( nerve of person) lPe of ulharl ir 9'. e. 117cor, Ims[ Harney I to Nn — -- — m e of pony on baholl of whom Ins; imenl via, executed) fur o' tt7oler Public ; "l O, IaTPrtnt, type, or stem n commisslNl,M}A, tyu ie''•9'VE OF FLORIDA Personalty Known pie d ID Vill!\( Jessie Santiago Type nt to Produced — Commission # DD448562 Expires: AUG. 13, 2009 V©rid9cmgolla yn rsectiG;t ? 3y5o Fii y}lie Stnautea: Under peneltt s or" pB;u dCdrlQ re thanDj Atlantic ding Co., Inc. rJ®moYo9iEdfhofIleaPettis3fstcdIll9tOna &UG CO the heat of Yid•" t' Parluve".owfaa Alandbelief. Signature of NfY9ural Person Skming nn 1-ins I I Above Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint:j, 7 va LA--1 Q nd an agent of: Name to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: PA( Street Address) t t Expiration Date for This Limited Power of Attorney: 1 Z — 3I — O License Holder Name: Sta Sig ST, Co NOTARY PUBLIC S'I' F OF FLORIDA go85622009m9no., Inc. Rev. 3/27/07) P P nt ®r type Notary Public -,$tate ol Commission No may/ My Commission Expires: Permit #: Project Name: 08-1592 1 Screen Room with composite roof panels Address: 142 Sterling Pine Dr. Plans Reviewed By: Richard Denman 407.330.5656 The Permit is Subject 4o 4he Following Comments THE FOLLOWING ARE STANDARD COMMENTS: - Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being fled with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. DATE, OFFICE 40e 3L40S A EVIEWED E pcO RD EMIT # _ z P1Cry- k t 101 - Luke, It+letn•y, 9;x7.G <'oit r 40'7.fi8FL Po @ Fax 407.6C8 7691 Legal DerceiJOCIa r[ 63. STERLING WOOD-", crcca9rdla97, aQ Nd seNlF s l` sftnlnN9:rFRocord5 corded in Plat Book 5J, page(s) 93 rhF091,311 ! , y Seminole County, FL. b nmaradry pwrnher: 130294 P40e1: 00-05 uffur: dtluork.• 9/373pp COMP ris "O", 1 r,'m dJ/,+. pate offiel erelffed to: `P i d?' cor y'.ri./llom 91' r ,S6dCd,;6w5';1'4 3"g: andlo8- f;ristinll.Arlsrnon APLlort o/ Arisn n: 1alrsd'.rti69Y:'.d"dN:(na& dl r: lr asda^(99a onrponv; wotson ,9 g assigns. SCALE: 1 " = 30' u ff IlnaINi LsI. e V y I CC1RvE' TABLE afoiZO dp,i1,',!t wADJUS 5j. 60, per •a l •tl 9 ". 3•oU' 7 7 G;1' :::i 107 CC, a T' iiYd&' II .cR jin•yiJ' 77SY an 6. 0, k bU tA F p1't rp t; ' E% LIfJ( PINESTREET ell -• 1713'71•c :' P9•( 9pevty Address: l.!? Sterling Pine Street Sonfc> rd, FL 32773 Sa7r- rev ntunhcr: SL 41330 I. lcg.'1 da>cr.ption nrov,ded by et*e'S i;:nds sh(wperco'+ we'd ••o' n0:uai'e13 tor eaSemtnts or other eo'ded encvTorances not shown o'• IN. o.at ijncargrojnd DDIt' o'•s ai 'oo(.ngs 'our•davont of o'hl'f IRIDiovementS 1, nor Iocareo ti IN. t I tl_5 an. 10 Ine'aCC of IN -all LEGEND m rl ManholStele C n•n• Wood tent CAN Cab%: nlser ; . j Not to y-tt• Wrde i:encc Vv.M Water Mau TEL Te9 phon faaln:es Cl a officol Re -olds FN Fdklnd iVW'+ " p p 8 CINrPar e:ordi Bona Pdoperty Cqr I 7 Co.rrcd rpm.' prop. 13 A 9 CJM0 Fle'•.'t'nce pC c r'ernr^ml Comm: vo.+,, t+.mrnremro P.AnnUrni?Pa Job name t 5 IL --SUPERIOR Job number. CL ALUMINUM INSTALLATIONS, INC. Date: 0 p Drawn by: 112_e-a'l (011411 00 Scale: '14" = I" Lq jw clLL w LLLL v I SUPERI OR Fa, ALUMINUM (NSTALLATI ONS®® m m m mmLL mN . fV 3 t 10' z 0 Jobnan= 1 f C Ar,ftIM— Joe nwnbcr: Data 8 o p Dmwa by: Scatt:'/i = V YR, UPEIRIOW, ALUMINIUM INSTALLATTIONS, INC. Job nameFFICE : Job number: Date: Drawn by: Lawrence E e Bennett, P.E. P.O. Box 214368 South Daytona, FL 32121 386-767-4774 fax: 386-767-6556 January 1, 2008 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements Dear Building OfficiaP. lans Examiner: This is to certify that the ollowiing contractor/cornPany is hereby authorized to use my ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2008. Authori-at. rLiJ1isG."+. ¢ ini?: ary 40 _jal'3_i?r_V 1-as's i' %ara less f i l_ - edition fi'f tnP manual Yic authcnlzatlun also applies to contractor master rile drawings, "OI` E 'PERMIT ONLY" eYvin i - s-tom F?v..`3rific.." ci`!:-i vf_ncQ -int i_ ?"i"1 T T47,i??Cf 1-hp vviiii n'i:-•- aid :. L w r_g cc 'LiftC Ii/ vi7 Many is hereby adided to irny 20-018 v;.A. .0. k_E _:.. . contact me at your convenience.. Lawre E::.Be ` , P E:, #16644 K Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual byLawrenceE. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; ExposureB'_L or 'C' or'D' ; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher, 120MPHor17,` MPH for 3 second wind gust velocity load; Basic Wind Pressure I ; Design PressuresforScreen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = I ."i PSF for Roofs & j_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 thestructurewillbesolid. aiz ae Phone: Contr Authorize ame ase print) Date:_.')__ Contractor / Authorized Rep* Signature Job Name & Address J _ Note" .4P-rOJectirn of room fron host StriSct'i aC shall not exceed '13'. Hi. building Per" •bit Application Package contains the folhoyt3in : g Yes Nr3 A. Project name & address on plans _ B, Site plan or survey with enclosure location _ y C. Contractor's / Designer's name, address, phone number, & signature on plans Site exposure form completed _ im, Proposed project layout drawing @ 1/8" or 1/10" scale with the following: r"ai1 11'g%Ai ,njtm hoS+ St: an ' Projection from host structure — — runt and side elevation .ie},.s 4vfth d; ^ _ .!-nons:ons A— iieig„w Beam span, spacing, &. size -- Select beam size from appropriate 3A.1 series tables) rig: height, spa • e'rlg, 9c size Select Uprights from appropriate 3A,2 series tables) Check Table 3A.3 for minimum upright size) a. Chair rail or girts size, length, & spacing _ ppSelect chair rails from appropriate 3A.2 series tables) U. Knee braces length, location, & size 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 ..... 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 table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH b or d) x (b or d) x (b or d) Wind Zone Multiplier ** _J L. Exposure Multiplier ** Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) 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 MPHwindzone, 'B' Exposure to —LCMPH wind zone and/or'C' Exposure for loadwidth``,. : Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH -1. -- Required Span b or d) x i ZU (b or d) xl.0 (b or d) _ _ @ 11 D MPH Wind Zone Multiplier ** _ _ _ p L Exposure Multiplier ** C. Table 3A.3 with beam & upright combination if applicable .... Yes No D. Connection details to be used such as: Beam to upright ....... Beam to was: 3. Beam to beam Chair rail, purlins. & knee braces to beams & uprights .. 5. Extruded gutter connection U-clip, angles and/or sole plate to deck c Foundation detail type & size .. L! If Mrs Y ,`,;,,ry;ik XR Notes: Appropriate multiplier from page 3A4i and 3A4ii. b-8 SECTION3 :'i SCREEN, ACRYLIC & VINYL ROOMS 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 wail construction". This applies to utifiy 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 the two units being attached. The most corn iion ' iouiui 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 be attached to, 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 inflls and shall be allowed and Ileights snali be seiGcteO —OM The same tables ais for other screen 'wails. When iasii g 1 i=11 screws %n ±iej,j UI J,IVI.J,, !011g er SCi ews Ini , b! l.%sno to compensated i-r dnii nead. 8. For nigh velocity hurricane -on es the mfnim!)m Nve load / applied load shall be 30 ?SF. A'2 cn-,cifled anchors are baser{ on an e do ed ui?Hann wjth a 1' pi;oier_.tinn _^d a 2` ?ve hang Tnr'!in to an . s b_.._..._ wind velocity of 120 viPH- 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 shah have a rninlrnum 2" diameter mole in all gutter end caps or alternate water relief ports in 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 AAMA NPEA / NSA 2100-2 for catagory 1, 11, & III sunrooms, non -habitable and unconditioned. 3bA-1 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/ 2006 Supplements. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1= 0.87 for 100 MPH zone, I 0.77 for 110 MPH and higher zones. All loads are based on 20 120 screen or larger. All pressures shown in the below table are in PSF (#/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 spans by 1.13. Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Exposure"S" Basic Wind I Pressure Screen Rooms Vinyl RoomsI Over Hang All Roofs Roof Walis 13.0 10.0 12.0 46.8 i10MPlHE 14.0 11.0 13.0 47.1 17.0 13.0 15.0 1 48.3 23 MPH 18.0 I- 13.3 115.9 i 50.8 I 1130 MPFi 20.0 15.0 18.0 I 56.6 140-1 MPH 23.0 17.0 21.1 65.7 140-2 MPH 23.0 17.0 24.0 65.7 15 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 loads from Exposure "B" to Exposures "C" or "D" see Table 3A-C next page. able 3A-A Conversion Factors for Screen & Vinyl Rooms From 120 MPH LMind Zone to Others. Exposure "6" 7saableJA^F .Clseniiep'Sluii "actors for Over Hangs From exposure "B" 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 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 0.86 150 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 "C" Exposure "B" to "D" Mean Roof Height* Load Conversion Span Multiplier Load Conversion Factor Span Multiplier Bending Deflection Bending Deflection 0 -15' 0' 0.91 0.94 1.47 0.83 0.88 0.88 0.92 1.54 0.81 0.87 20- - 25' 1.34 0.86 0.91 1.60 0.79 0.86 25' - 30- 1.40 0.85 0.89 1.66 0.78 0.85 30' - 40' 1.37 0.85 1 0.90 1.61 0.79 0.85 Use larger mean roof height of host structure or enclosure Values are from ASCE-02 3A - ii SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) r i SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST I Y POCAL SLOPED SOUR ROOF ENCLOSURE SCALE: N,T.S, ALUMINUKVI ROOF SYSTE7 " SCREEN, ACRYLIC & VINYL ROOMS LW' FOR MAX. / H* / UPRIGHT / HEIGHT (h) VARIES SECTION 3A EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2; @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS I I (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. SOLID ROOF --f NO MAXIMUM ELEVATION SLAB OR GRADE) 11 VARIES VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES1-iG'TES: 1. ANCHOR 1" x 2" OPEN BACK EX T RUSIOiN AI/ 1/4" x 2-1/4;7 CONCRETt= FASTENED MAX. OF 2'-0' O.C. AND trJ/ IiN 5" EACi S;DE OF JPRIGH I Ai`•!C - OIR 1" ;- 2" -1-^v WOOD WAL! V lfl #10 is 2-1/2" S.M.S. Vil 1ltiJHSit."H& ?=I •`l-.iJED aCi {Eiiir '7`-ti" G.C.. f-HiNl,_,;`?OR B'=iiftll AIv!=r COLT;IVIlN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS VV/ WASHERS c@ EACH POINT O CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEANI FROi.1 TABLES 3A.'1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 8 1#10 12 #12 A. ;•— .,-,ems _ •_., TYPICAL S REEi I®®M Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT2006 aAA2cS NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r SECTION 3AJ SCREEN, ACRYLIC & VINYL ROOMS 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/ 114" x 2-1/2" CONCRETE ANCHORS WITHIN 6'' OF EACH SIDE OF EACH POST AND 24" O.G. MAX. V MIN_ 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE __.. 4 BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x i 1/21' S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW TO E IUPRiGI . I n ET A nF ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH ANCI ;ORS WITHIN 6" OF- EACH A-'' 'lv-„ A T n AIN'GLE AT 24" O.C, I'041, 3-1/2" Si_AB 2500 PS C 0 NC.6„6-10x10IN,W,Kill. 0R FIBER ivIESH VAPOR BA4OIER UIND'ER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE ill r-u— I i-BAR'D GUSSET PLATE POST 7as:: lr:-4'in AC I OS 1 1" x 2" EXTRUS:ON 1-1/8" MIN. IN CONCRETE ALTERNATE RATIO SECTIQN TO UPRIGHT AND PATIO SECTION TO SEAL DETAIL. SCALE: 3" m 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 #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE3A O 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 2" OPEN BACK- ATTACHED r0:5 i vv! 410 x FROM EACH EiN --! ^v,sT flMID 2 4 " O.C, SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IIDE WALL HEADER ATTACHED TO 1" x 2" OPEN ACK W/ MIN. (2) #10 x 1-1/2" M.S. 11UC WA GIRT AT I ACHED 1 l x 2" OPEN BACK W/ MIN. (3) 10 x1-1/2" S.IVI.S. iN SCREW 10-SS ES FRONT AND SIDE BOTTOM UNCRET kAf/ 1/4"'Ix, 2-1/4"' t )iN-1C?F T F / MASONRY tit ,b b., r lOVi CAl li OJ i AND 24" O.Ci MN,. AND, ALAS v)'si. i Rv'si ONCRET + E TYPOCAL & ALTERNATE CORNER ®E` A' L SCALE: 3" m 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) 767-6556 Email: febpe@bellsouth.net PA 3A-6 NOTPYRIGHT 2006 TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. p p SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4)1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4' V PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW SECTION 3A RISER PANELS ATTACHED PER CHAPTER HE AT I ACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES t. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD Z d A B SINGLE SPAN CANTILEVER UNIFORM LOAD TTf-I-f-I-CTTT T-] A SECTION 3A UNIFORM LOAD l A B UNIFORM LOAD ftA C i1 UNIFORM LOAD 3 SPAN ib 0 J- m Span Length i a e Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. j3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition m number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 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) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net @ COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A, _9 FROM SUPERIOR ALUMINUM FAX NO. 407 67B 5560 May. 20 2009 10:04AM P3 44 i SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11.0 NISF (411.1 tit/SF for Max. Cantilever) Ahrminum Anew AINA3 T-R 2" x 2" x 0.W' 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' f (bending 'b' or deflection Id') Load Width (n) Max. S an'L' / (bond ing'b' or deilactlon 'd') 1 & 2 Spun 3 Span 4 Span CantileMax- 1 L 2 span 3 Span 4 Span Genial. 5 5W d 6'-7" d 6'-9" d 0'-11" d 5 5=6" cl 1 6'-11" d 7'-l" d 1'-0" d 9 5'-0" d o'--2" d 6'-4" d 0'-11' d 6 5'-4" d 6' 7" d 6'$" d 0'-11" d 7 4-9" d T-11" d 5'-11" b 0'-10" d 7 5'-1" d 842- d 6'-4" d 0'-11" d a 4'-7" d 5'-8" d 5'-7" b 0'00' d 8 4'-10" d T-11" d 6'-1" b 0'-11" d 9 4'-6" d 5'-5" d 5'-W b 1 0'-10" d 9 4'4" d 5'-0" d W-9" b 0'-10" d 10 4'-3" d 5-2" b 4'-11" b 0'-9" d 10 4'-6" d 5'-0" d 5'S" b WAY' d 11 4-1" d 4'-11" b 4A" b 0'-9" d 11 4'4" d 5'.4" d 5'-2" b 0'-10" d 12 T-11" d 4'-8" b 4-7" b 0'-0" d 12 4'-3" d 5' -2" b 4'-11" b 0'.V d 3" x 2" x D.045" 3" x 2" x 0.070" Load I Width (ft.) Max. Spa 'L' / (bending 'b' or defloction'd') Load Width ( ftj Max. Spa / (bending 'b' or 'dj 1 & 2 Span 3 Span 4 Span Max. Carltilevor 1 & 2 Span 3 Span 4 Span Max. Ca a Max- 6'- 0" d 7's' d 7-7" d r-r' d 5 a'-9" d 8'.6" d 8'-7" d r-3" d 6 5'-8" d 7'-0" d T-2" d t'-0" d 6 6%5" d 7'-11" d 8'-0" d 1'-2" d 7 5'-5" d 8'-8" d 6'-10" d 0'-11" d 7 8'=1" d T-6" d 7'B" d 1'-1" d 8 5'-2" d 6'-4" d 6%6" b 0'.11" d 8 5-10" d 7'-2" d 7'•4" d 1'-1" d 9 4'-11" d 6'-2" d 6-1" b 0'-11" d 9 5'-7" d 6'-11." d 7'-0" d 1'-0" d 10 4'-9" d 5'-11" d 5'-9" b 0'-10" d 10 5'-5" d 6'-8" a 6'-9" b 0'-11" d 11 4'-8" d 5'-8" b 5*-V' b 0'-10" d 11 5'3" d 6'S" d W-6- b 0'-11" d 4'- a" d 5'S" b 5'-3" b 0'-10" d 12 5'-1" d 6'-3" d 8'-2" b 0'-11" d 2" x s" : o.Da 2" x a" x 0.050" Width ( R.) max. Span'L' / (bonding 'b' or It ection'd' Load 11.) Max. Span V / (bending 'b' or dettect)on'dj 1 a 2 Span 3 Span 4 Span Cantilever ax. Width 1 & 2 Span 3 Span 4 Span Cantilever 6 P.. 9'- 3" d 9'-5" d 1'-4" d 5 9'-8" d I VA 1" d 17-2" b 1'-9" d 8'- 8" d 8'-0" b 1'-3" d 6 9'-l" d 1V-3" d 11'-1" b 1%8" d e' 3" d 8-1" b l'-3" d 7 8'-8" d 10'-8" b 10'-3" b 1'-T' d 4 T-9" b T6" b 1'-2" d I 8 8'-3" d i 9-11" b 1 9'-7" b 1'-6" d 9 6' 2" d 7'4" b T-l" b i'-1" d a 9 T-11" d 9' 5" b 9'-1" b 1'-5" d 10 5'- 11" d 6'-11" b 6'-9" b 1'-1- d 10 T-8" d 1 8'-11" b 8' 7" b 1'-5" d 11 5'- 9" d 8" b 6'-5" b 1'-1" d 11 T-5" d 8'-6" b 8'-2' b 1'" d 12 5'- 7" d 6'-4" b 6'-2" b 1'-0" d 12 7'-3" d B'-1" b 7'-10" b 1'-0" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans, 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388. South Daytane, n 32121 Tslaphons W. ( M) 767.4774 Fax a: (386) 7674WO Email: Iuppo® beleoutRnM PAGE COPYRIG14T200S - NOT TO BE 116PROWCED IN WHOLE OR IN WART WITHOUT THE WRIMN Pr RMMSION OF IAWRENGE E. SENNETT, P.E. 3A- .a e 1 FROM : r SUPERIOR ALUMINUM FAX NO. 407 678 5560 May. 20 2008 10:03AM P2 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Allay 6063 T-6 For 3 Second wind oust at 110 MPH veloclty: usino deslan load of 13.0 #ISF SECTION 3A Sections Tributary Load Width W = P 3',O" 1 3'-6" To" 4'-6'• 1 5'-0" 5--0- 0-0' 0'-6" Allowable Height W 1 ending 'b o lion d' 2" x 2" x 0.044" Hollow T-0" bl 6'-11" b 61-6" b W-2" ' b 5'-10" b T-T' b 5'4" b 5'4" bl 4'-11" b 4'-g" b 2" x 2' x 0.055" Hollow 8'-10" bl 8'-2" b T-8" b T-2" b 6'-10" b 6'-6" b 5'3" b 5-11" bl 5'-9" b 5'-T' b 3" x 2" x O.OSS" Hollow 8'-0" . bl T-8" b 7'-2" b 6'-0" b 61-6" b 6'-2" b 5 A O" b 5'-8" bl 5' 6" b W-W b 3" x 2" x 0.070" Hollow 11'-1" bl 10'-3' b 9'-7" b W-l" b W-7" b 8'-Z' b T-10" b T 7" bl 7'-W b 7'-0' b 2" x 3' x 0.045" Hollow 10'-2" bl 9'-6" b 8'-0" b 8'-3" b 7'-10" b 7'-0" b 7'-2" b 6'-11" bi W-W b 6'-5' b 2" x 4" x 0.050" Hollow IV -a" b W-11" bi 9'3" b 8'-'• b 8'-&' b 7'-1 T'' b 7'-7" b 7'-3- b 6'-11" b 6'-9" b 13'-0" b 174" b 11'-11- bj 11'-3" b 10'-8- b 10'-2" b W-O' b 8'-V' b 15.6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" h 11'-5" 10'-11" 10'-8" b 10'-2" b 7-10" b 18'-0" b. 17'-1" b 16'-0" b 15'-1" b 14'-4" b 13'-8. b 12'-7" b 12'-1" b 11'-6" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16-8" b 15'-9" b 14'-11" b 14'-3" b 13' 8" b 13-V b 12'-7" b 12'-2" b 2" x 2" x 0.0d4" Snap T-2" b 8'4' b 7'-11" b 7'-6' b T-1" . b 6'-0" b 6'-6" b W-W b V-11" b 5'-9" b 2" x 3" x 0.045" Snap 1 10'-5" bj 9'-7" b 8'11" b 8'-0" b 8'-V b T-8" b 7'4" Lb T-1" bj 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'3'' bl 10'-5" b W-9" b 9'-2" b 8'4" b 8'-3" b 7'-11" b T: T' b 71-4" b 7'-1" b 3" x 3" x 0.045" Fluted W-V b 8'-9' b T-10" b T-5" b T-0" b 6'11" b W-5" b 6'-2" b T-11" b 5'-9" b 3" x 3" x 0.060" Square 11'-2" b 1U-4' b T-8" h W-1" b 8'-8" b 8'-3" b T711" b T-7" b 7'4" b 7'-1" b 3" x 3" x 0.093" Square 16'-0" b 14'-10' b 13'-11" b 13'-1" b 12-5" b 1'- 0" b 11' 4" b 10'-t1" b 10'4" b 10'-2" b 3" x 3" x 0.125" Square 19'--1" b 17'-0" b 16'-7" b 15'-7" b 14'-10" b 14'-1" b 13'4i" b 12'-11" b 12' 6" b 12'-1" b 4" x 4" x 0.125" Square 24'-J" b 22'-11` b 2T5" b 20'-2" D 19'-2" b 18'3" b 1T-0" b 18'-9" b 16'-2" b 15'-6" b For 3 saeand wind oust at 120 MPH velocity: usina dasion load of 15.0 NISF Sections Tributary Load Wldth'W' = Purlln Spacing 1 3- *0 1 3'4" 1 4'-0" W-8" 1 V-0" 1 5'-6" 1 6'-0" 6'4" 7'-0" 7'4" Allowable Hei ht 'H' 1 bandin 'b' or deflection 2" x 2" x 0-044" Hollow 6'-11" b 6'-6' bj 6'-i' b 5'-9" b 5'-5" bl T-2' b W-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2' b 7'-7" b 7'-1' b 6'-8' b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'4" b T-2" b 3" x 2" x 0.045" Hollow 7'-9" b 7'-9" b 6'-8" b 6'4" b 5'-11" b 5'-8" b 5'-0" b 5'-3" b 5-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'4" b 9'-7" b 0'-11" b 8'-5" b 8'-0" b 7'=B" b 7'-0" b 7'-0" b 6'-9" b V-6" b 2" x 3" x 0.045" Hollow 9'-5' b 13'-0" b 8'-2" b 7'-9" b 7'4" b W-11" b 6'-8" b 6'-6" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 0'-1" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b, 6'-6" b 6'-3" b 2" k 5' x u.062" Hollow 12'-10`- bj 11--11'. bi 11'-1" bf 10'-6" b T-11" b 9'-6" b 9'-1" b 8'4" bI 8'f" b e'-1" b 2" x 4" x 0.046" 3.114.13. 14'-5" III 13'-4" bj 12%6" bj 11'-10" b 11'-2" bi 10'-8" b 10'-3" b 9'-10" b 9'-6' b 72" b 2" x 5" x 0.050" S.M.B. 17'3" b 15--11" b 14'-11" bt 14'-1" b 13'-4" b 12'-W' b 12'-2" bi 11'-W b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16-7" b 15'-6" bf 14'-8" b 13'-11" b 13'-3" b 174' b 12'-2" b 11'.9" b I V 4" b 2" x 2" x 0.044" Snap 8'-0" b 7'-11" b 7'-8" b 1 6'-11" b 6'-7". b 6-A- b 6'4" b 5'-9" b 5-7" b 5'" b 2" x 3"x 0.045" Snap 9'-8" b W-1/" b 8'-5" b 7'711" b 7%43" b 7'-2" b V-10" b W-7" b 6'4" b 6'-1" b 2" x 4" x.0.045" Snap 10'-9` b A'-8" b 9'-1" b 8'-6" b 8'-1" b 7'-37 b 7'-5" b 7'-1" b 6'-10" b 6-7" b 3" x 3" x 0.04S" Fluted 8'-V b 7'-19' b 7'-4" b 6'-11" b 9-6" b W-3" b T-11" b 5'-9" b F-V' b 5'4" b 3' x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-0" b 8'-V' b 7'-8" b 7'4" b 7'-1" . b W-10" b W-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 17-11" b 12'.2" b 11' 7" b 11'-0" b 10'-T b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1 17-9" b 777- b 15'4" 4 14'-6" bi 13'4" bl 13'.2" b 12.7" b 17-1" b 11'-8" b 11'-3" b 4' x 4" x 0.125" Square 1 23'-0" b 21'4" b 19'-11" b 1 18'-9" bj 17'.10- bi 16'-11" b 16'-3" b 15'4' b 15=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 CIVIL 6 STRUCTURAL ENGINEERING P.O. Box 214360, Smith Daytona, t132121 Tdonhone 11:- (386) 767-4774 Fax a: (386) 7e7-e5W Email: lebpe4ilballsotm,ne4 PAGE p COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LNWRENCE G. W.NNETT, P.E. 3A-25 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 NON- 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 i 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' -NEE WALL AND FOUNDATION FOR SCREEN WALLS c r, A i- Q i,r+1 ® 4, Pot 1" PER FT. MAX. FOR 3-1/2" (TYP. (1) #5 BAR CONT. Z-0" MIN-- BEFORE SLOPE — FLAT SLOPE / NO FOOTING 0-2" / 12" CO 8„ TYPEpYPE 0 MODERATE SLOPE FOOTING 2" MIN, (2) #5 BAR CONT. 12"—A IYPE I61 STEEP SLOPE FOOTI[\.!G a; 1 J„ he foundations s otn ;- are based on a minimum s0rl bearing ns-ec .. O cure of 1,500 sf r ,O-rshallbever€i-ed, Or:flr tO placing the slat), v _ _ .t Searing r.y , b field Vh test l r ci 0 a; `tcst ri ;laid. 2. The slab / fouindation shag; be c'eared of debris, roots, and comoacte-d prior to p acer ent c. -nne cf. Nl 0 a - ; r nOrnrnal! S+at- ;i a required 2; c ot'=hen aCdress,ng erosiOR i3Ots t i "Oj2CiiOniomthehos" strut,tur e of the carport Or patio cover exceeds 16'-0 i lien a r7l,nimL rP Of a e} yp2 ? Toflt9ng isrequired. AI! s!ab5 siia! ;>e 3- i/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 orcrackcontrolfibermesh: Fibermesh ® Mesh, InForce T' e3TI (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 !I footing or footing section required by localcode. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame isRrequFOOTINGiredus minimum. N QM; DETAILS SCALE: 3/4" m 1'- " Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 3Ai 38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS NOTES: ix; 1. Door to be attached to structure with minimum two (2) hinges. n• .-••••..- lg tv vc oi c!%i!!;t lU ..,I L-,— - Wiih minimum your (4) #12 ;, 3/4" S.v1.S.. 3. Each hinge t e attached to •t` o b coo: with mnitiiutTi three is) ,rt' i2 ,, );`4` S.;vi.s.. gOto i i- -1inge i0 be r IOUned between 10 inches and ha fromrnsand _0 inches around, I -op hinge to be mounted between 10 inches and 20 >nches trot n top of door. MON 31ON TiON f10i:1 0. if door location is adiacent to upright a 1" x 2" x 0.044" may be fastaned to upright with #12 x "1" SAM.S. at 12" on center and within 3" from end of upright_ TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL 416644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 3A-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. z0 00 COM G) 0 M M D Cn (7 14, 0 n U, M 0 8 00 av 3Ar- 0- Zz V CD 5 n S—D rn M cocas 0 w CD M 0 @ OM 0 M MX U) 0z 0n D Mz QO 0 M 0 C/) M M M3 Mz M zM @ (D nID n Nm G) M 0-) Table 7.2A ElIke .i!dUMUIUIyIQi Roof PaneUs HOVVable SP 1911S al(2d Design / Applied Loads* (#/$F) l°roprietAaryrr,[.XSLAC S: `Eite-ke ProducL Approval #FL1049 3" x 48".)c 0 024' -anels Aiurnnurn S Core DensityP Zone MMpPH ruotuaes Viono-Sial,EJ koaf 3 spanlinad' 1'- -1" 1-3 20'-5" 1 1 Rooms Attached Coversm G ass & Modular Rooms Enclosed Overhang334Cantilever n1ioad' span/load" span/loa& A ad' sparill ad* span/load* liTY' 17 177- 1-- 12--1, 27 15'-8 1,23 151--2" -F23 1 &2 span/load"" in18018'-10" 33 18 -4" 1 11101 14 56'-6" 14 1 Y-1 0" i 4'-0" 45 15'-.11" 32 -4' 32 19'--1-0 `- 3-2- -47—.0H -55- 49260, 117 T Ir. 39 123 7_. h17 12l.-C," 28 15'-8" 23 -15 2:3 10 77 -2Fi- 130 15'-3'l 120 20 16'.- IT-10"71-77--F-47 4'.0" 69 13-6" 3 1 13'71-r- -6""- 140-1 12'-11 27- 23 15'-4" 10'-10" 45- V-1 0" 77- 1-0i-T77 99- 123-1-1..I--,-, 12'-2" 36 91-151, 51 W - 10" 75-T-7" 140-21 12"-f-rFTT 23 1 1 6 -6lZ 5 10'-4 53 9'-6' IF -27.7-- -8-91L50112'-0" iL32 1 13'-5" 132 IZ-1-l" 132 D 1 6 t427fl—`q"U? AR 1 T-A-1 Tn;5' 68 8' 3"x 48" X 0.030' Panels AlumlnUra, Asllc f 310:5 1-1-14 or H.,25 1.0 E.PS Core Densk FoamJifind Zone 100 open Structures 11 &,2 22'-2" l 13 011ono-s ;I ped Rv j)of 3 'i 24.-9" 13 Screar Rooms & Attached Covers Glass itq-Kl-ar kc ooms Enclosed Overhang jv 4 8,23 4 Cantilever spar0oad- span/load* s an/I ad* span/l ad': spanlic ad* span/load* 110 120 19'-6' 17 3' 14 27- 17 20'-9" 17 16-6" 23 1 8'-Y M 17'- 0" 23 4'-0" 45 M-S" ll 18 2U-10" 18 20--2" 18 7T-7-77- 17'-0" -r6r.-5-" -17- 4 -0" -65- 0'. 21-1' -1 IL 8'-10" 22 18'-2" 2:2 121-811 2 4'-0"5 16-5" 23 18777 23 -1 T -5- " 71— —15-7--2" 74- 13'.4" 41 4'-0' 9 130 1T-I 20 20'-0" 120 q"._ 126 1 T- 61 16-9" 26 75- -TT-2775- 12A" -,2r5- --4 --0- 7 1 140.1 F140-2 16-8" T-rE3 - 8; -" 23 7 -3' TT7 23 -18'.- 0" 23 1 -8'- F" 3 18'-0" f.T IT-2" 36 1642" 0 -§IT7 T-9'-"- -4-5- 75- 45 4'-0-1 -1979- 0 36 16-2" 30 16-7" 13 10'- 1 Fl TT-r —12--2-1rI Z 1 V.9" 63 -0" T9 0 15 --8- I ------ - 42 16-2" 34 13'-2" 12-2 1 - -, I 68 = r EO 0— T 6-01-C.—E-El- I4" x 48" x 0.024" Panels TFUWi[num 11,44 or H-25 1.0 EPS gore Density F . 0a WindW aZone PI_LHI LI 06pen-Structures 18-.2 s an/load* Nlono,-Sloi-,)ed i Iom` spari/load" ,panfload` 3-Z reen Rooms span/kjad* Attached an/load ' Covers 4 Glass & Modular RROMS Overhang J I18,2 3 4 - Cantilever an/load" span/l(ad* span/load* 100100 0110 W-87' '13 0. 1257—V T4 23'-2" 13 224" -1' 3 T27 7F--'-'-'jj"--YF14 1 7"' -7 18 s p 2 5'- 1 1 -7 719-7677, , 8 I-L_J_L J-15'-FLIE2- 1-E 18'-10" '18 WEnclosed. 23 _0" 17'-3"' 23 16'-8" 23 W-O" 45 IS IT-17",-2-7 7-57-4 -- -T7- -55- 1-2 0718'- 0 1 8,92 17 F- .- - 20'-4." 7 11 -19--8" 16-9" 22 17W" 22 IT-O" 22 I" 32 27 4'-0" 97' T9 72- 79 -' -: R97 4'.0" -65- 11'-10" -T3 39 .0" 123 17'-9" -17 19-10" 1,17 19'- 2" ,7 17'-2" 23 16-7 23 12-17 4 12--6" 41 41-01, 69 130 140- 1 16- 9" 20 15- 723 1777-f-ff. 13'-3', 3771- 67--2-,.-2-6 36 15'-1" 0 15'. 13'.4" 36 11 1-01, T- -T2-7-4'r-'45 I V-1 1 " 45 4'-0 77 1 V-O" 45, 12'-4" 45 11 -1 1 " 45 -T--11" -T9- 140-2 15- 1 7 1,- 1 .23 11 1 10 2 S 5'- 1V30 13'-4" 36 1 9'-7" 59 11 '-4" -70-1 --1 -1" 53 3'-11 " 89 4 O 150 32 L16, 4 126.,11 15'p.-10" 02EL, I[ 1,115•1, 142 12'-9" 42 12'-4" 68 10'-8" 10 -8 102 Note: Total roof panel width = roon-, width f wall width + overhang. *Design or applied load based on the affective area of the panel SECTOON 7 I SOLRD ROOF PANEL PRODUCTS COMPOSITE ROOFANCHORONG DETAOLS 8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER @ 8- O.C. BOTH SIDES CAULK 10 x 1-1 /2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S_ OR WOOD SCREW SPACED @ 12" O.r-. ROOF PANEL EXISTING FASCIA AWE,` I Of"AS50A 0-M-kiL EXISTING HOST ST—;NCTUPE SCALE: 3" WOOD RAMC, MAS0N101:v OR 8xi/2" S.M.S. SPACEDOTHERCONC,-T.RUCTION @ 8" 0,C,, fROT'' SMP (_Afif FOR MASONRY USEj ALL EXPOSED SCREVVHl `ADS 1-1 /4 "MASON RY 7.q I Z/, ... OR WOOD USE i"PIOX-1-1/2" 77 S .JV,'-S. OR WOOD ROOF PANEL i-v 7_7vvSi-i&JiE) c.7-1`0 C BUT TS OR O'u-- c, Ub r 01— 1 i:-iOFT S j, 4E.-ADER JS!` SHALL 'J" -a-f-AiAL TO PANCEAL OR PAINI-l" f -p-, _EVVAJ _1IV -IJI H SHALL BE i-HE THI; K1\11ESS, OF THE Al-LIMIN! m PAIN OR COM11POSITE PAf"fl— ALL iTINCKNEESS. I . Ili p i i I - , 1 1- If-: A Sir- 11ALL SE ANICHORED TO THE HOFS'T -S TRUCTURE VVITH ANCHORS APPROPRIATE FOR THE MATERIAL ip P 0 I,,,jT CONNEEC-l- E-D TO, Ti AfNKC- ORS DE -TA! J-\BO\/E ARE BASED ON A LOADF, 1 120 SBC SECT 10IN! 1608 Oj-,Rl A NIAXJMljitii POSSIBI I` SPAN OiF THE ROOF PANEL FROM THE HIOS-l" S-1-RUCT LIRE. ANCHORS BASED ON - 120 MPH VVIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1190 -150--] 8 J' .#10 1 Wi 2jF_21 Lawrence E. Benneft, P.-,'-:-. FL f-4'. I S644Cl VIL ENGINEER - DEVEL OPMEIj T C QNSUL TAIII T P.O. BOX 214368, SOUTH DAYTONA, FL 3212-1 TELEPHONE. (386) 767- 4774 FAX: (386) 767- 6556 PAGE @ COPYRIGH72004 7- 4 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. FASTENERS T® C(OINCRETE AND NIASO'NRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD -WINEOPRENE MACHINE BOLT SCREWSTEKSCREWWASHERI.AG SCREW 54-1 FASTENERS Table 9.2 Wood & Concrete Fasteners for Open or Enclosed Buildings Loads and Areas for Screws in Tension Only Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (27.42 # I SF) IFor Wind Reolak other than 12n MPH I Ica Cnnvnrcinn Tnhln 4 Rnffnm of f6:c snot SECTION 9 CONNECTING TO:. WOOD for OPEN or ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 M1056#-39SF 1/4"o i" 264# -10 SF 528# -.19 SF 792# - 29 SF 1-1/2" 396# -14 SF 792# - 29 SF 1188# - 43 SF2-1I2" 660# - 24 SF 1320# - 48 SF 1980# - 72 SF 2-SF 1" 312# -11 SF 624# - 23 SF 936# - 34 SF 1248# - 46 SF 468# - 17 SF 936# - 34 SF 1404# - 51 SF 1872# - 68 SF 2-1/2", 780# - 28 SF 1560# - 57 SF 2340# - 85 SF 3120# -114 SF 318"o , 1" 356# -13 SF 712# - 26 SF 1068# - 39 SF 1424# - 52 SF 1-1/2" 534# - 19 SF 1068# - 39 SF 1602# - 58 SF 2135# - 78 SF 2-1/2" 890# - 32 SF 1780# - 65 SF 2670# - 97 SF 1 3560# -130 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for PARTIALLY ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4 YPE OF FASTENER Quick Set" Concrete Sc.-.--iv (Ravri Zamac Nallin or Equivalent) 1/4"o i i 273# - 10 SF l 546# - 20 SF i 819# - 30 SF 1092# - 40 SF 2" 1 316# - 12 SF) 632# - 23 SF ( 9484 - 35 SF 1264# - 46 SF FASTENER Concrete Screw (Rawl Tapper or Equivalent) j 311 S"e 1-1/4" ) 288# - 11 SF) 576# - 21 SF j 864# - 32 SF) 1152# - 42 SF 1 0 1-3/4" 1-1/4" I 371 # - 14 SF ! 365# - 13 SF i 742# - 27 SF) 1113# - 41 SF 730# - 27 SF I 1095# - 40 SF 1484# - 54 SF 1460# - 53 SF 1-3/4" j 427# - 16 SF 854# - 31 SF 1281 # - 47 SF 1708# 62 SF k 3/8"s ) 1-1/2" 4 511# - 19 SF 1022# - 37 SF 1533# - 56 SF 2044# - 75 SF 1-3/4" 703# - 26 SF 1406# - 51 SF 2109# - 77 SF 2812# - 103 SF i TYPE OF FAST6PIER Expansion Bolts (Rawl Power Bolt or Equivalent) 3/8"o :, 2-1/2" 1050# - 38 SF 2100# - 77 SF 131509 - -! 15 SFi 4200# - 153 SF) 3=22 754- 57 " - s F' 252-72 SFi 8200V - 23,0 SF! 1399# - SF j 2798# - 102 SFJ 4197# - 153 SFt 5596# - 204 SF' i 5" 1 2332# - 85 SF ) 4664# - 170 SF; 6996# - 255 SF' 9328# - 340 SF! iaote; 1. The minimum distance from the edge of the concrete to the Concrete anchor and spacing bebveen anchors snail not be less than 5d where d is the anchor diameter. 2. Allowable roof areas are based Gi , loads for Glass / Enclosed Rooms (IVIWFRS); I = 1.00. 3. For partially enclosed buildings use a multiplier tc roof areas of 0.77. 4. For sections 1 & 2 multiply roof areas by 1.30. For Wind Zones/Regions other than 120 MPH Tables Shown), muitiply allowable loads and roof areas by the Conversion fa CLOT. REGION i uP?i = LOAD i-O,VERSIOIUtiJl CCRI1FATC 100 ( 26.6 i.0 110 26.8 j 1.01 j 120 ; 27.4 1.00 i 123 T 28.9 0.97 30 j 32.2 0.92 140- 1 37.3 0.86 140- 2 37.3 0.86 150 42.8 0.80 Lawrence E. Bennett, P.E. FL # '16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, F132121 Telephone #: ( 386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bell southnet COPYRIGHT 2006 k PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 9-3 FASTENERS Table 9.7 Aluminum Rivets with Aluminum or Steel Mandrel Aluminum Mandrel Steel Mandrel Rivet Diameter Tension (ibs.) Shear Tension (lbs.) Shear 1/8" 129 176 210 325 5132" 187 263 340 490 3116" 262 375 445 720 Table 9.8 Alternative Angle and Anchor Systems for Beams Anchored to Walls, Uprights, Carrier Beams, or Other Connections Maximum Screw Anchor Size Extrusion Type 1 Size Description 1 To ydall To Upright I Seam An le Angle 1" x 1" x 1/16' (0.063") 3/16" 12 X Angle 1-1/2" x 1-1/2" 1/16"(0.062") I 1l4" 12 Angle 1-1/2" x 1-112" 3/16"(0.188") i 1/4" 14 i Angie i-1/2" x 1-1/2" 1/8"(0.062") I 1/4" 14 Angie 1-3/4" x 1-3/4" x 1/8"(0.125") 1/4" i #14 Angle 2" x 2" x 0.093' 3/8" 3/8" Angle 2_" x 2" x i/8''(G.125") 5/16" 5/16" angle 1 2" x 2" x 3/16"(0.313;') I 1/2" 1/2" j 14 U-channel 1" x 2-1/8" x 1" x 0.050" j 5/16" 5/16 U-channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043" 1/2" 14 Ncie: of screws to beam, wall, and/or post equal to depth of beam. For screw sizes use the stitching screw size for beam / upright found in table 1.6. asi ,nneczs:,s E"Arusions Wal`: 1Nletai ia,prlght4 Concrete f vaood I x o la" 12 1/r„ _I 12 i 2';:.-. 77' 3/1z," I #10 Y 6" j 10 2" :: 6" orless i3/A 6" t #8 3/16" 1 8 j liCue: i Wall, beam and upright minimum anchor sizes shall be used for super connections. gutter SECTO® N 9 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368,South Daytona, F132121 Telephone #: ( 386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net O NOT TOI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 9- 7 I i E !_ . `r,a ii' i_I 1, (I' 11t,I Fl l ' I QUADPANT u 1500' 22 I I EXPOSURE l I I I I I I i - - - - 1500' i I ' 600' I I QUADRANT N I 40' I QUADRANT H 600, 600' I I 600, I 1 I U ; I 500' S I i iS:I `!G ! I-;,_ iFO I Oihf;j K'D v? '4, f A I "- '{-_ A sr 01 'AfO.,rRA'ivj'`.',. i1 ! T raS 'o'. 'ice' OR 'D, EXPOSURE, 'C' OR 'D' EXPOSURE: IN A;RIY QUADRANT MlAKE Tf S;TE T HAT -AXPOSURE. EXPOSURE C: 'I. OPEN T`=RRAINI !=0R IViORI- . NARJ 1,500 EEF IRI ANY QUADRANT. 2. Ai IY'C'-XP0SiJR EOM; GREATER T iA.1 600 E-E T i.l ARTY OUADRAN . 3. NO SNORT TERM CHARIGi=S JN 'B', 2 YEARS BEFORE SITE EVALUA T ON AND BUILD OUT WITHIN 3 YEARS, SIT- WILL BE 'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES !N ANY QUADRANT FOR GREATER T-IAN 'i,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LIME AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MALE. I SITE IS EXPOSURE: '' E PWUATED BY: - DATE: SIGNA T URE< ;- LICENSE #: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO Box 1788 SANFORD, FLORIDA 32772 PHONE: 407.330.5656 FAX: 407.328.3859 PLAN REVIEW RESPONSE Date: May 16, 2008 Contact Person: Thomas Orie Contact Phone Number: 407-678-0500 Contact Fax Number: 407-678-5560 Contact E-mail Address: Permit Application Number: 08-1592 Project Description: Screen Room Job Address: 142 Sterling Pine St. The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 You have not provided a framing plan for the screen room roof area. Are the walls to be installed under an existing residential roof / lanai area? No further review will be done until I receive your response. SUBMIT YOUR, RESPONSE UTILIZING THE PINK "RESPONSE TO COMMENTS" COVER SKEET AVAILABLE AT THE BUILDING PLAN / PERMIT INTAKE COUNTER. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at 407.330.5656 or fax to 407.328.3859. You may also contact me by E-mail at Denmanr@sanfordfl.gov. Respectfully, Rcc "d Deam" VQ" gwm&en / &W6sq 1"Ae 4 n 1- hp LaserJet 3015 HP LASERJET FAX i n v e n t } May-16-2008 12:14PM Fax Call Report Job Date Time Type 212 5/16/2008 12:10:41PM Send Identification Duration Pages Result 94076785560 1:31 1 OK