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Home My WebLink AboutBLDG PERMIT #7043Permit #:7043 Permit Type: Class of Work: Proposed Use: Sq. Feet: City of Cape Canaveral, Florida BUILDING PERMIT PHONE: 321-868-1222 SCREEN ENCLOSURE 329 -Structure other than bldg See specific use - residential Est. Value: Cost: 4,800.00 Total Fees: 187 Amount Paid: Date Paid: Name: COASTAL CRAFTSMEN ALUMINUM INC Addr: 834 S. NOVA RD . DAYTONA, FL 32114 Phone: (407)298-0096 Lic: CGC047465 Work Desc: Construct Screen Enclosure Ove INSPECTIONS & FAX: 868-1247 Address: 201 TYLER AV CAPE CANAVERAL, FL Township: 24 Range: 37 Lot(s):1 Block: 42 Book: Page: Subdivision: Parcel Number: 24 3723CG 42 7043 Section: 23 101 Name: BOYD, SANDRA S TRUST Address: P.O. BOX 89 FOLLY BEACH, SC 29439 Phone: 843-588-2700 'er Plans. Ref: Variance #09-02 2K CIO, NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, Of IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MAZ Om" o-50 ,._ - - AUTHOORIIZ�D,51GN&TIQREQTE PRINTED NAME. v�� J\. f- �� C °rom:CITY CAPE CANAVERAL BLDG. DEPT321 868 1247 03/25/2009 19:51 #113 P.001/002 Date: C/a' R.g D CITY OF CAPE CANAVERAL Tracking Ot 01�7/ -2- BUILDING PERMIT APPLICATION Permit# O-i jUN 04 21009 (321) 868-1222 City of Cape Canaveral Building Department 7510 N. Atlantic Ave. Cape Canaveral, FL 32920 You may download this application: vAvw.mvflQrida.cQUa cape. You may fax to, (321) 868-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete, APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (Contractor/Owner-Builder is required to saga for the building pennit, unless indicated otherwise by affidavit. I.D. may be required) Address of rob Site: ez- A-li &4,- uc=- Zoning classification: 1-6 Z, Flood Zone: Legal description ofproperty: TWN: RNc: sEC sysD: BLIc: LOT: d pa: 3 PO: Property Owner Name: 4 'mss Phone: j( Address: `?A LAlmL Qkelr-- ny I ie< . Fe-- -ZgZ . Fee Simple Titleholder's Name of of erthsn owner): _;� � - Address: Bonding Company: `� Address: Mortgage Lender: t'/!-- Address: Type of Permit Brief description of work: &I C' AC 6, --1 rE� Building Electrical Plumbing cbn- ical er ArchitecVRngineer Name: Type of Building (pleaso indicate as applicable) Square Feet under roof Const. Type ([A, VB, ctc) Occ- upancy Group (B,PI, etc.) FPL lines currently available to serve this property? Yes/No City Sewer available to serve this property? proper Yes/No Will this structure have built-in gas appGaaces2 Yes No # of storles ii of # of # of dwd- bed- water ling rooms closets urAn 'Valuation of work Fax: Commercial Name of Company: (, ,Cur - t ur- Address: Address: S,,;L NF., State Lice se No.: L)0,r Phone (office): 7 phone (cell/pager.): ` 3 4-134 7 $ Electrical Contractor Name_ SFR Name of Company: Address: State License No.: Phone (office): g Fax: wnhouseartmentndomin Name of Company: Address: State License No.: Phone (office): l11 Fax: Mechanical Contractor Name: Name of Company: Address: State License No.: Phone (office): i Fax; Specialty/Other Contractor Name: Name of Company: Address: State License No.- I her Phone (cell/pager.): Fax: $ ArchitecVRngineer Name: Name of Company Address: State License No.: Phone (office): Phone (cell/pager_): Fax: Primary Contractor Name Name of Company: (, ,Cur - t ur- Address: Address: S,,;L NF., State Lice se No.: L)0,r Phone (office): 7 phone (cell/pager.): ` 3 4-134 7 Fax: o? � Electrical Contractor Name_ Name of Company: Address: State License No.: Phone (office): Phone (cell/pager.): Fax: Plumbing Contractor Name: Name of Company: Address: State License No.: Phone (office): Phone (cell/pager.): Fax: Mechanical Contractor Name: Name of Company: Address: State License No.: Phone (office): Phone (cell/pager.): Fax; Specialty/Other Contractor Name: Name of Company: Address: State License No.- I Phone (office): Phone (cell/pager.): Fax: From:CITY CAPE CANAVERAL BLDG. DEPT321 868 1247 03/25/2009 19:51 #113 P.002/002 1 1 Specialty/Other Contractor ( 1 Specialty/Other Contractor I I Construction Drawings: Building Permit A feafon Checklist Notes Per P.B.C. 104 Com leted Permit Application Current code edition: FL Bldg. Code 2004 (as revised) �- Current survey showing,all proposed construction and landscaping Check with Bldg. Dept. for setbacks All new service must be located underground Notarized signature — Owner/Builder Affidavit tf owner is acting as contractor A/C layout Sewer Impact Fee receipt 1 May be deferred until C.O. Unless job is remodeling Plans must indicate person responsible for calculations County Im act Fee receipt May be deferred until C.O. Four sets of Fire Su ression/S rinkler/Alarms ecifieatiow Ca ital Ex anion Impact Fee receipt Maybe deferred until C. 0. Pool permits wi11 not be issued without barrier Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warran Deed / Proof of Ownership Copy of Recorded Notice of Co=mcoment over $2,5002 Over $5,000 for Mechanical change out Current Cert. Of Liability Ins./Worker's Comp. Policy / Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right -Of --Way Planning and Zoning Board Site Plan Approval For all new construction of four units or morn Concurrent Forms For all new construction not part of approved site plan -� Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: State License Record will be kept on file after initial submittal Notify Building Departnent of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing,Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor 1 1 Specialty/Other Contractor ( 1 Specialty/Other Contractor I I Construction Drawings: Per F.H.C. 104 Three sets of sealed construction drawings Per P.B.C. 104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations plans must indicate person responsible far calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate parson responsible for design A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drains c Survey Four sets of Fire Su ression/S rinkler/Alarms ecifieatiow Requires Fire Dept. approval prior to issuance ofpemnit Pool Barrier Requirement Form (signed) Pool permits wi11 not be issued without barrier 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 the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2004 Edition. I understand that all permits require inspections as indicated. This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. Applicant's Name: � 4' Applicant's Signature: Date: l'x Site Address: of For Notary use only: State of Florida, Co ty of Brevard Sworn and subscribed before me this day of ��/it t , 20 f�, by {/si®Nsssiss+++++++++++++++++++++ ho produced identification: RUSSELL C. nmm# DD05 5r° personally known t0 me, �= Expires 7/17/2010 L — w V Florida Notary Assn•• W N Printed name of Applicant TM Leaders of Innovation, Quality, & Dependability LICENSE # CGC-047465 And to sign my name and do all things necessary to this appointment. Williann'14 Woodard CGC 047465 State of Florida County of Orange Sworn to and subscribed before me this day of , 200 By William M. Woodard who is personally known to me. msaneteauaaaaaa®ouaasau......su.....---_..� ----- 5 RUSSELL C. HODGES CO rn#b DD057509.5 Signature of Notary "= Expires 7!17/2010 o t • �^F^� Fbrida Notary Assn., InC S "Eaim, a• waaaNasawaaataalaaauauwanaaaaauaeae®aN 1-800-878-8804 P.O. Box 7319 ® HUDSON, FLORIDA 34674-7319 _" L __1LAL n-!! ---_® _ T _A_ -4�L M_ A_ P - A-V V • ----C _-_ r) A- gCi v T -._n_ i t (. H 1 H -- --- %J R L /1 IY U O - -- 1 n IVI 1- n 1 -- Brevard County Property Appraiser-- Online Real Estate Property Card y Home Bud et [Meet Jim Ford] [ADpralser's Job] [General Infol (Amendment 11 [Save Our Homes] [Exemptions] [Tangible Property] [Locations] Forms [Appeals [Property Researchl [Map Search] [Maps & Data] [Unusable Property] (Tax Authorities] [Tax Facts]F[ AQ] General Parcel Information for 24 -37 -23 -CG -00042.0-0001.01 Pagel of 2 Parcel Id: 24 -37 -23 -CG -00042.0- TM_pjOth.jAerialjMiIlagea JONES, DAVID DWAYNE Plat Book/Page: 10003/0007 26G0 Exemption: Use 135 Date 0001.01Code: LOT 1 BLK 42 Screening H/W Code: Vacant/Improved Book/Page may be large) Site Tax 201 TYLER AVE, CAPE CANAVERAL 32920 2434076 Address: Acct: * Site address information is assigned by the Brevard County Address Assignment Office for E9-1-1 purposes; this information may not reflect community location of property. Tax information is available at the Brevard County_Tax Collector's web site. (Select the back button to return to the Property Appraiser's web site) Owner Information Abbreviated Description Owner Name: JONES, DAVID DWAYNE Plat Book/Page: 10003/0007 Sub Name: AVON JW 36 FT OF Second Name: PARKER -JONES, HEATHER Date 1BY THE SEA LOT 1 BLK 42 Screening H/W View Plat requires Adobe Acrobat Reader -file size Vacant/Improved Book/Page may be large) Mailing Address: 17228 WINDING LAKE CIR Code City, State, OVIEDO, FL 32765 Zipcode: 6/2008 $135,000 Value Summary for 2008 Land Information Market Value Total: $146,000 Acres: 0.11 Agricultural Assessment: $0 Site Code: 0 Assessed Value: $146,000 $83,0001 Homestead Exemption: $0 Additional Exemption: $0 Other Exemptions: $0 4004/0496 ***Taxable Value: $146,000 $72,000 *This is the value established for ad valorem purposes in accordance with s.193.011(l) and (8), Florida Statutes. This value does not represent anticipated selling price for the property. ** Exemptions as reflected on the Value Summary table are applicable for the year shown and may or may not be applicable if an owner change has occurred. *** The additional exemption does not apply when calculating taxable value for school districts pursuant to amendment 1. Therefore the taxable value used to compute school district tax is $25,000 higher. Sales Information Official Records Sale Sale Deed *** Sales *^-* Sales Physical Date Amount Type Screening Screening Change Vacant/Improved Book/Page Code Source Code 5870/8753 6/2008 $135,000 WD I 4104/0354 12/1999 $83,0001 WD I 4004/0496 4/1999 $72,000 WD 99 08 I 2469/2017 11/1983 $51,0001 WD http://www.brevardpropertyappraiser. com/asp/Show_parcel.asp?acct=2434076&gen=T&ta... 6/3/2009 Address: 2,C) BUILDING PERMIT FEES: Building Permit per square footage: ............................................................. Total Sq. Ft. (Living Area):_ Total Sq. Ft. (Enclosed Area): �' av Building Permit based on valuation:............. �..:.....:.............:................... Total Sq. Ft. (Living Area): ,S?` . ! X� j _ -- ----- - Total Sq. Ft. (Enclosed Area): Building Permit miscellaneous:........ ? ... ...................... 1. �=s Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area):, Electrical.............................................................................................................. Plumbing......................................................................................:................:..... Mechanical.......................................................................................................... Building Permit Plan Check Fee..... Z15. ....................................................'-3 7, Fire Dept. Plan Check Fee....................../......................................................... Radon Trust Fund: sq. footage Concurrency Management Fee......................................................................... CapitalExpansion Fee..................:..................................................................... Total Building Permit Fees:...... 16" -;1- Ste` SEWER PERMIT FEES: SewerImpact Fee..................................................................................... SewerTap Fee........................................................................................... Total Sewer Permit Fees ............. By: Date: File note: Variance Summ February 25, 2010 Todd Morley, Building Jones Pool Enclosure Arlrlri-eo* 101 Tyler A— A pool enclosure job was started without a permit. The job was issued a stop work order. Coastal Craftsmen submitted permit application. Plan review indicated two setback encroachments for the pool enclosure (to the west and to the south). Owner requested variance to allow: 1. Pool enclosure side setback (from western property line) of 10 ft. (instead of the required 15ft.) 2. Pool enclosure rear setback (from southern property line) of 4 ft. (instead of the required 5 ft. for pool enclosures) 3. Six ft. high privacy fence setback (from western property line) of 9 ft. (instead of the required 25 ft.). Note: fence was pre-existing. 4. Pool equipment setback (from western property line) of 4'-8" (instead of the required 5 ft. The job remained half -complete for several months while the variance process was pursued. P&Z and BOA approved the following: 1. Approved as requested (10 ft. from western property line) 2. Denied. The 5 ft. rear setback must be complied with. 3. Approved as requested. (Fence can be 9 ft. from western property line). 4. Approved as requested. Pool equipment can stay where it is. Note to Code Enforcement: The pool enclosure contractor is not responsible for relocating the 6 ft. wooden privacy fence. However, the owner is responsible for ensuring this is completed. It is reasonable to wait until the pool enclosure permit is completed before verifying that the fence has been relocated. A note is to be put in the permit on the IMS module to alert code enforcement to inspect that the fence has been relocated upon final inspection of the pool enclosure. A reasonable length of time can be given for the owner to relocate the fence. 60-90 days is reasonable. City of Cape Canaveral Board of Adjustment Meeting Minutes December 7, 2009 A Meeting of the City of Cape Canaveral Board of Adjustment was held on December 7, 2009 at the City Annex, 111 Polk Avenue, Cape Canaveral, Florida. Assistant City Attorney, Kate Latorre, called the meeting to order at 7.00 P.M. The Secretary called the roll. MEMBERS PRESENT: John Bond Cha Paula Collins Vice Dennis Jenkins George Sweetman Douglas Raymond MEMBERS ABSENT: Linda Brown OTHERS PRESENT: Susan ecretary,v Kat torre sistant City Attorney R e og Pro Tem Barry B P Hing & Development Director AI) peo givin ony sworn in by Assistant City Attorney, Kate A IN st Motion by Dennis Pkins, seconded by John Bond, that the meeting minutes of August 31, 2009, as written. By a voice vote, the motion carried unanimously. 2. Motion Re: Variance Request No. 09-02 to Allow a Screen Enclosure Side Setback of 10 ft., a Screen Enclosure Rear Setback of 4 ft., a Side Yard Setback of 9 ft. from a Public Street Ri-ght-of-Way for a 6 ft. High Fence a Rear Setback of 9 ft. for a Shed, and a Side Yard Setback of 4 ft. S in. for Pool Accessories - Section 23 Township 24 South, Range 37 East, Block 42, Lot 1.01, Avon by the Sea Subdivision (201 Tyler Avenue) - David D Jones MD and Heather Parker -Jones PhD Petitioners. Board of Adjustment Meeting Minutes December 7, 2009 Page 2 John Bond, Chairperson, read the agenda item for the record. Barry Brown, Planning & Development Director, gave his staff report. He advised that this was a request for variances as read by Chairperson Bond. The surrounding zoning to the north, east, and south were R-2 residential, and to the west C-1 commercial, surrounding uses to the north, east, and south were residential and to the west LaVilla Apartments. AL Mr_ Brown advised that the Joneses purchased the for weekend use. The townhome was constructed constructed in 1986, without a screen enclosure_ . K highly allergic to mosquito bites. In addition, CA located adjacent to the pool, drop leavesAbess creating a maintenance issue_ Thereforenclosure constructed over the pool_ EaCraftsman to construct the screen enclos Construction failed to obtain the r wired permit, I b' e PalmsI and blooms i in June of 2008, 1 the pool was eir family are Banyan tree, n pool decided to screen �y retained astal ately, Coastal ig in the screen enc osure eing constructed mega a screen en re was not properly engineered, and did not meet the ci side an setbacks. The Joneses did not realize that the encs re rop y permitted and that it did not meet the code, en it was b to ention, they wanted to file w for the proper permi the pr sions of e city code. In evaluating their application f e sere enclosure, tall discovered that there were several nonconf r with e recently ruct screen enclosure, as well as an existing privacy fe ool p, The Bo mem '`� "ewe rent photos and site plan of the property. Mr. Bro I' picted are ere lances were being sought. Mr. Brow lained th e cu rent city code called for a 15 ft, side yard setback for ool, en ure, and accessories. The pool was 15 ft. from the side yard prop ine met the current code. However, without a variance the screen enclo uld have to be built on the lip of the pool, and one would not be able to walk ound the perimeter of the pool. In order to allow reasonable use of the pool, the applicants were requesting a side setback of 10 ft. for the screen enclosure, rather the 15 ft.; the applicants were also requesting a rear setback of 4 ft. rather than 5 ft. in order to keep the screen enclosure as currently installed along the rear of the pool deck; the applicants were requesting a fence setback of 9 ft_ rather than 25 ft. to allow the 6 ft. high wooden stockade privacy fence. In addition, the applicants were requesting a variance for the pool equipment (accessories), a setback of 4 ft. 8 in_ rather than 15 ft.; and finally they were requesting a rear setback variance for the shed of 4 ft. rather than 5 ft_ Board of Adjustment Meeting Minutes December 7, 2009 Page 3 Discussion was held regarding a six foot high wooden privacy fence that ran along the rear property line of the building that had been installed by the original developer, Mr. Brown advised that he would research the code and get back to the board on whether or not that fence complied with the city code. Mr_ Brown gave staffs analysis and variance evaluation criteria, as per city code Section 110-37. He advised that special conditions and cir stances existed which were peculiar to the land, structure, or building inv hick were not applicable to other lands, buildings or structures in the e zoning district. He advised that the pool was 15 ft_ from the property Ii an hout a variance it was not possible to construct an enclosure that alto rson to walk around the pool. There was nothing peculiar pool a ck that would preclude the applicants from meeting the re etback. A side y etback of 25 ft. for a 6 ft. high fence was onerous. He ned th a corner lot not have a privacy fence that any other loft could w' giving up ft, of the side yard. He advised that a permit was pulled shed in 1986, but staff was unable to determine if the permit s pulled for th ting shed. Regardless, the shed was not placed in the loc hown on th it or in the location that the current city code allowed. that the re no conditions peculiar to the property that would su ort for rear setback variance, given the size and sha f thVaccess ard a loc the pool; and there was no other place to loc ies to m city code requirements, Mr. Brown gave i al int retation of ion 110-37_ He advised that the applicant would be de - com my enjoyed by other properties in the same trict, er of the applicable chapter and would work u cessa be due hardship on the applicants. He advised that the erty owners Id be ed of having a screen enclosure over a pool tha a reasonab e of pool; they would be deprived of having a privacy f that other the same zoning district enjoy, there was no other location for ssones meet the city code; however, the owners would not be deprived of th t to ve an accessory structure (shed) that others would have. Mr. Brown advised that the special conditions and circumstances did not result from the actions of the applicants. He advised that the only circumstance requiring a variance that was of the applicants doing was the rear setback for the screen enclosure. All other circumstances existed when the applicants purchased the property. Mr. Brown advised that the approval of the variance requested would not confer on the applicants any special privileges that were denied by the city code to other lands, buildings, or structures in the same zoning district_ He explained that it was not a privilege to have a screen enclosure, and all the other circumstances existed when the applicants purchased the property. Board of Adjustment Meeting Minutes December 7, 2009 Page 4 Mr. Brown advised that the variances requested would not confer, on the applicants, any special privilege(s) that was denied by the city code to other lands, buildings, or structures in the same zoning district. He advised that it was not a special privilege to have a screen enclosure, privacy fence, and pool accessories in the R-2 residential zoning district, but it was a special privilege to have an accessory structure (shed) that did not meet the city code. Mr_ Brown advised that the requested variances were th m variances from the city code necessary to make possible the rea ble use of the land, building or structure. He clarified that all the reque v ces were the minimum variances from the city code to make r s able f the pool, enclosure, fence, shed, and accessories. Mr. Brown advised that the approval of t ances ould be in h y with the general intent and purpose of the city co d not be inj ous to the neighborhood or otherwise detrimental to the p elfare_ Mr. Brown gave city staffs recom on. He adv that staff did not support variances necessary to allo creep en re as constructed, but it was clear that without a screen clo qua mosquito control was not possible and mainte nce of the p I ul densome_ Staff supported necessary variance ably acc modate screen enclosure, privacy fence, and pool a sone t staff did of support rear setback variances the pool enclosure acc ories. He ied that staff supported a side yard of 10 ft_ for the s and for the fence, as it would allow for reasonabl e p hile g the encroachment and variances reques He tha also supported a pool accessory variance, as the cant inherit po where it was, and it was not causing a pro e d there wa othe lace to locate the pump to meet the city code. However, did not s ort variances from the rear setback for the pool enclosure a ed. He plained that the pool enclosure could easily be relocated to m e c' code, and the shed was in a state of disrepair and deteriorating an stable as a host structure for support of the pool enclosure. Staff al recommended that the shed should probably be demolished and replaced with a new shed that would meet the city code. Mr. Brown advised that the Planning & Zoning Board recommended approval of the side setback variance for the pool enclosure, the setback for the fence, and the setback for the pool accessories (pump), and recommended denial of the rear setback for the screen enclosure and the shed, which was the same recommendation given by city staff. Discussion followed. Board of Adjustment Meeting Minutes December 7, 2009 Page 5 Dr. Heather Parker -Jones, Petitioner, testified that when they purchased the townhouse the pool was already there, so they decided to make the pool area safe for her children and husband who were all severely allergic to mosquitoes, so they installed the enclosure. The hired contractor made it clear that it would take them a certain amount of time to construct enclosure, because they had to apply for a permit, which they never did. She advised that did not find out about the permit until they were in the process of buildin closure. She further testified that the screen enclosure was only pa finished; the maintenance around the pool area was even worse use the panels were falling into the pool, bringing along debris fr e tre he advised that if the variance for the enclosure was approved uld sp o Coastal Craftsmen and have them work with the cit draw up the plan met the code and obtain the required permit. Dis n foll i ed. Dennis s asked if there would be any administrative action to y ilding dep ment against the contractor. Dr. Jones answered tha contractor was given a citation and fined $500 for startin e work witho ermit. Chairperson Bond suggested that another condition b d, if the va e is approved for the Pool pump, that it be screened from ' cussion c ued_ Motion by Dennis Jenki seconded J B grant the variances per staff recommendatio e additio conditi that visual screening be placed around th of acc ries by fe ing or vegetation; and approve modifying there r ck t ccommoda screen enclosure. Vote on the motion carried unani 3. sens . Se n of a New Meetinq Niaht. Bard n, Planning evel ent Director, advised that the Board needed to choos ifferent ni to meet, because after the first of the year, there would be n e meeti s held on Monday evenings. He advised that the board packets aine sample monthly calendar. He explained that the City meetings would in the public library, sometime after the first of the year, and the current rn ng room will be used by the Sheriff's department. Following discussion, by unanimous consensus, the Board chose to meet on a Thursday evening. DISCUSSION: Barry Brown, Planning Director, advised that the visioning workshops concluded, and the East Central Florida Regional Planning Council completed a draft of the final visioning report. He explained that the City Council wanted each of the advisory board's to have an opportunity to review the report, and then convey any thoughts they might have regarding the report back to them. Discussion followed. Board of Adjustment Meeting Minutes December 7, 2009 Page 6 Dennis Jenkins commented that staff and everyone involved have done an excellent job thus far. He advised that he did have a few minor criticisms, but they did not have anything to do with the final report, and he would meet with Mr. Brown privately. He commented that the city's east limit on the beach appeared to run along the dune line, except in three places where it s med to go out past the low tide line. He questioned why, and noted all three roperties were constructed by Benko Construction for Towne Realty. Brown responded that he did not know the answer, but would check o a get back to him. John Bond commented that he hoped the Ridge o Aven provements would be a catalyst to jumpstart the action pla ssion eld regarding a desire for water front restaurants. Denni nkins asked if the ere any plans to recruit water front restaurants. sown plained tha ity currently did not have zoning that allowed w on aurants, a some rezoning may have to take place to accommod se types of establishments. Dennis Jenkins asked if the city c Id be proactiv ore an investor wants to come in and build one. Barry Bro wered "yes , e Pained the process on how the city will accomplish that action p at will be created by city staff to implement the action item iden ' the f al visioning report. The action plan would be pr nted to the t oun workshop after the 1 st of next year, and then s would in. He rated out that one of the first things to accompl' would to establis mixed-use zoning, and gave examples of sa e. note at other u ould be established that the city does not currently all u ers rkets. He advised that the city website w daft orm continuous progress, as well as e- mails t Bryon e li ich included all the board members, because the city s citizens t en ' the process. He asked that the members cal or it him with esti or thoughts. Discussion was held regarding creating ntown. There beingfort r business the meeting was adjourned at 8.20 p.m. Approved on this day of 2010_ John Bond, Chairperson Susan L. Chapman, Secretary 0ROUNDARY EURVt-Y `OR and/or CERT/FIE•D TO; DAV/j') DW11 YNE ✓ONES AND HEA I HER PARKER -✓ONES, :31)NIM)ST• MORTGAGE INC, LANDAMERICA-GULI ATLANTIC LA;✓YL RS TITLE INSURANCE CORP. T17L.F., DESCRIPTION AS FOL L DWS; THE Wl-. S T 36 FEET OF Z 0 T 1, BLOCK 42, A VON -8 Y- THE SEA, AS RECORDED IN PLA T BOOK 3, PAGE 7, PUBLIC RECORDS OF BRE VARD COUNTY, FLORIDA, TYLER AVENUE 48' R/W N 90.00'00" E REC 5/8" AR. , jS 04 REC X" 14.00 (P)� � It'aJOi�``L� ") FERMI T No, li o' � 7__ � CONC N R �I .�- DRIVE re � ;- f s I sT c `v nI * ,1•I.}.Ga^>PatlOrl l;1 Rey local, ty vl feJnra! Odes uJ'r�a ,a€ OT sTtgtk f s 0- 7--,,, 14.4 t' z>: s ONE STORY A TTACHED, RESIDENCE W #201YN' 'D FOR PL (� ,` l„ yam„ �:tm�,r,�,-m, ti. ,ui is ..rt 14.4 1 18.0 11 5.7! 6.5 REC 1/2 " 1. P. o SCREEN k6 PORCH g 3. 1t' i" POOL )p' 8.2 N tail N CONI 8.2 4' CL rEiL'C£ _ya >4.00 (p) 36.00 h'EC 1, 2'ZR 5 90#00,00m W WP 0.8 N, 2.0 E LOT 9, $LOCK 42 GRUSENMEYER-SCOTT & WALK LEGEND V.P. •IRON PIPE H µ utOl: R •,CIA+CRE1E MOH1IMENT SEI I:, _Vs Lh Y:�iLU G7!e REC. -RECOVERED P.D.B. POINT DF BEGINNING OF COMMENCEMENT ,,OX. Co. =PINNT . wCENTERLINE N&D .•NAIL h DISC R/ W•121GIIf�OF—WAY RECONSTRUCT BOUNDARY LINES. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS ESMT. =EASEMENT DRAIN, aDRAMVAGE VTIL, C-1- FC. *:UTILITY CHAIN LINK FENCE WO r,C, -,WOOD FENCE C48 n,CDNCRCYE BLOGK "POINT OF CURVATURE P , -POINT OF TANGENCY �,OBASE BEARING (SEE YB} B.B. A/C ••NR CONDITIONER UTILITIES & ORAWACE ESMT. P.U. 4 U.E.,+PUBLIC R =RAOR)S L ..ARCLENGTI1 4 nrENTRAL ANGLE CH ,CIIORD C.G. =CJJORD BEARING P.O.L, WPOINT ON LINE TYP. -1YPICAL OF REVERSE CURLA2E P.R.C. -POINT .POINT. OF COMPOUND CURVVATATURE' P.C.C. RAD. "RADIAL N.R. =:NON -RADIAL W,p, .WITNESS POINT C iALCULATED INC.. -LAND SURVEYORS r k� NOTES 511,17-13 FLORMA AI)MINISIRAIIVL UUI�E PURSUANI IU 2.HAI'Itn aJt�utr, rLurriw ; tilulefN\ SEAL, TMS SUi"Ey IS NOT '011 ID AND IS I"li,,t's fEL R UNIESG EMBOSSFU WIfH StJRVFYUR'S INVORMATIONAL PURPOSES ONl ! PREPARED. FROM 'TT:.f INFORMATION FURNISHED f0 SHE SURVEYOR. THERE •l j' 1 q, $lIPVEI µp.' S_ .. : ECT ms PRWPERT�, MA; BE OTIaER RESTRICTIONS Ui7 EA.,^MEQ. T'i--TI+A'Ar.E`L` HAIJE BEEN LOCATED UNLESS OTHERWISE SHOWN - 4. NO UNDERGROUND IMPROVEMENTS 4. THE SOI.E BENEFIT OF THOSE CERTIFIED 'f0 AND SHOULD NOT BE N 5• THIS SURVEY IS PREPARED FOR RELIED UPON BY ANY OTHER ENTITY. HEREON SHOULD NOT BE USED TO BR£VARD COUNTY OFFICE 6, DIMENSIONS SHOWN FOR THE LOCATIOV OF IMPROVEMENTS 4775 S. U.S I ROCKLEOO£, n. 32955 RECONSTRUCT BOUNDARY LINES. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS J21 -6J6-1055 321-6j6-1404 (FA)(THE 7. ELEVATIONS, OTHERWISE NOTED. SOUTH R/W LINE TYLER Al/ L8 6710 8. BEARINGS BASED ON �- 5A! ING BEING = er a1C f..---- 1•• 20 R,L,S. N0, 5362 JOHN W•t•S• NO 5362 BOUNDARY 4-23-99 . W UPDATE 5-10-04 UPDA TE 5-30-08 THIS BUILDING/PROPERTY _q� N•2- LIE WITHIN THE ESTABLI5HEU �,.. SPECIAL FLOOD HAZARD AREA PER FIRM" IT LIES IN ZONE: PANEL $12009C O.3_1•_3_E _ MAP DATE: 4-•3-89 _ DRAWN BY: J©UR ORDER Nom. 9870 3226,5 45168 CHECKED BY: 4 �+ Q,<5Lo -45 00 9¢ e � 00 N A. w a iz x k� 9¢ e � 00 N A. w FROM SECTION 1 KEENED ENCL 70 l -{S 1B:02lNo. 7530BB88A0 P 2 Table 1.10120 Allowable Spans for 5" Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side Aluminum Alloy 6063 T-6 6 k1eA For Areas In Wind Zones of 120 M.P.H. Exposure "B", or Less and Latitudes Below 30°-30'-00" North Uniform Load on Screen a 4 #/SF, Solid Roof - 27.4 #/SF, 300# Point Load Is Considered over (1) LF of BeanU , a �Cit, Ofd Canaveral Tributary Load Width oX.v ' kD F0 ; « " 'FTrn'ION Single Self -Mating 10'-0" 12'-0" 14'-0" 10'-0" 18'-0" 20'-0" 22'.Qr' Beams Altowable Span' '/ Point Load P or Uniform Load (U), endinb x 6" x D.050" x 0.120" 10'-9" Ub 1 10'-6" I Ub 10'-3" Ub 10'-1" Ub 9'-11" Ub 9'-8" x 7" x 0.055" x 0.120" 11'-0"Ub Ub 10'-9" Ub 10'x" Ub 10'-4" Ub 10'-2" Ub 9'-11' x 8" x 0.072" x 0.224" 15'-7" Ub 15'-2" Ub 14'-11" Ub 144" Ub 14'-4" Ub 14'-0' x 9" x 0.072" x 0.224" 16-3" Ub 1 15'-10" Ub 15'-6" Ub 15'-3" Ub 14'-11" Ub 14'-8' x 9" x 0.082" x 0.3D6" 1 B' 9" Ub F16'-4" Ub 17'-11" Ub 17'-7" Ub 1T-3" Ub 16'-11 x 10" x 0.092" x 0.369" 1 27-6" Ub 22'-0" Ub 21'-7" Ub 21'-1" Ub 20'-9" Uh 2n'-4' Note: 1. If the solid panel Is greater or less than 10'-0", then the 1/2 the allowable screen roof beam span shall be adust*bthe factor of +/- 2 x 1/2 (the solid roof panel span difference between the actual and 10'-0"), The adjustment to roof panel width Is applied as a plus If the solid roof panel Is larger then 10'-0" and minus If the solid roof pa f" a ED 2. For span of "L" of beam; use screen panel width "W" from drawing."' 3. Load span = 1/2 of screen beam length + 1/2 of solid roof span . 4. Spans may be interpolated. 5. For minimum beam to upright sizes use Table 2.3 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 141, Example: The MaAmum'U for a 2" x 6!'x 0.050" x 0.120" Single Self Mating Beam with Tributary Load Width = 22'-0" Is 17'-0 " Table 1.10 130 Allowable Spans for 5" Super Gutter and Self Mating Beam Screened Enclosure One Slde/Soild Roof Other Side Aluminum Alloy 0063 T-6 For Areas In Wind Zons of 130 M.P.H. or Lose, Exposure "B" and Latitudes Below 30°-30'-00" North Uniform Load on Screen . 5 #/SF, Solid Roof - 32.2 #/SF, 300# Point Load is Considered over (1) LF of Beam Single Self -Mating Beams Tributary Load Width 10'-0" 12'-0" 1 14'-0" 1 16'-0" 1 18'-0" wable Span 'L' / Point Load P or Uniform Load (U), endin 20'-0" b or deflection (d) 2" x 6" x 0.050" x 0.120" T-10" Ub 9'-7 Ub I 9'-5" Ub 9'-2" Ub I 9'-0" JUb 8'-10" Ub 1 8'-8" Ub 2" x 7" x 0.055" x 0.120" 1 Ub 9'-10" Ub 9'-8" Ub 9'-5" Ub 9'-3" Ub 9'-1" Ub 8'-11" Ub 2" x 8" x 0.072" x 0.224" 4' Ub 13'-11" Ub 13'-7" Ub 13'-4" Ub 13'-1" Ub 12'-10" Ub 12'-7" Ub 2" x 9" x 0.072" x D.224" 1 14'-1 D" Ub 14'-6" Ub 14'-2" Ub 13'-11" Ub 13'-7" Ub 131-4" Ub 13'-1" Ub 2" x 9". x 0.082" x 0-306" 1 17'-2" Ub 16'-9" Ub 16'4' Ub 16'-1" Ub 15'-9" Ub 15'-5" Ub 15'-2" Ub 2" x 10" x 0.092" x 0.369" 20'-7" Ub 20'-2" Ub 19'-8" Ub 19'-3" Ub 18'-11" Ub 18'-6" Ub 18'-2" Ub Note: 1. If the solid panel is greater or less than 10'-0", than the 112 the allowable screen roof beam span shall be adjusted by the factor of +/- 2 x 112 (the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel Is larger than 10'-D" and minus If the solid roof panel Is smaller than 10'-D". 2. For span of "L" of beam; use screen panel width "W" from drawing. 3. Load span - 1/2 of screen beam length + 112 of solid roof span. 4. Spens maybe interpolated. 5. For minimum beam to upright sizes use Table 2.3 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 14i. Example: The Maximum'L' for a 2" x 6" x 0.050" x 0.120" Single Self -Mating Beam with Tributary Load Width = 2T-0" Is 17'-0" Lawrence E. Bennett, P.E. FL # 16644 A f\ I e5 CIVIL & STRUCTURAL ENGINEERING 0(� I U P.O. Box 214388, South Daylona. F132121 Telephone #: (380) 767-4774 Fax #: (386) 767-6558 /'� Q � Emelt: IeBps@bsllswth_nsl f P� A. 44 j4 -- PAGE I © COPYRIGHT 2000 1-98 1 NOT TO aE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ordinaso-'s or Wi SCREENED ENCLOSURE SECTION, J PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1 1-I• ALTERNATE CABLE (SEE TABLES _ 1.3 OR 1.6) 1" x 2" (TYP,) _ GRADE K -BRACING (OPTIONAL) _ CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYMCAL DOME ROOF ® FRONT WALL ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM (TABLES 1.3, 1.4 & 1.6) SIZE MEMBERS PER APPROPRIATE TABLES K -BRACING (OPTIONAL) ,GIRT (TYP.) SCREEN (TYP.) FRONT WALL ALUMINUM COLUMNS (TYP.) (TABLES 1.3, 1.4 & 1.6) 1 x 2" (TYP.) RISER WALL WHERE REQUIRED PURLINS (TYP.) DIAGONAL_ ROOF BRACING (SEE SCHEMATIC SECTION 1) LE BRACING ma V11 {. 6 YP�CAL DOME ROOF - ISOMETRIC SCALE: N.T.S. 10 CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. SHE Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGIAIEERING P.O. Box 214358, South Daytona, FI 32121 Telephone 0: (386) 767-4774 Fax #: (366) 767-6556 Email: lebpe@beilsouth. n el OC. COPYRIGHT 2006 PAGE NOT 10 BE REPRODUCED IN WI TOLE OR IN PART WITHOUT" THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT P.E. SCREENED ENCLOSURES SECTION 1 MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2" x 6" SELF MATING BEAM 1" x 2" OPEN BACK SECTIONS ATTACHED TO2"x2"W/ __--_---___- #10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" ALTERNATE FLAT ROOF S.M.S. � i SELECT FASTENER SIZE, NUMBER AND PATTERN ATTACH 2" x 2" PURLINS TO (SEE TABLE 1.6 & 9.5A OR 9.56) SELF MATING BEAMS W/ (2) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = V-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 © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. 1-9 _9 SCREENED ENCLOSURES I SECTION 1 PURLIN 2" x 3" MAX. ATTACH GUSSET PLATES TO PURLIN & POSTS 2" x 2" EXTRUSION 0 COLUMN PER TABLE 1.3 OR 1 2" x 4" MAXIMUM FOR LARGER UPRIGHT USE _ DETAIL PAGES 1-18,1-107 & 1-108 AND MIN. PURLIN TO UPRIGHT SAME AS MIN. UPRIGHT TO BEAM TABLE 1.6 (I.E. 2" x 7" UPRIGHT REQUIRES 2" x 4" BEAM) SIDE WALL TO PURLIN DETAIL SCALE: 3" = V-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: l ebpe@bellsouth. net @ COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-13 a 1" x 2" OPEN BACK ® � � � _ EXTRUSION ALL GUSSET PLATES SHALL BE A MINIMUM OF 5052 H-32 ALLOY OR HAVE A ULTIMATE (1) #10 x 1-1/2" S.M.S. 24" O.C. ® ®( YEILD STRENGTH OF 30 KSI. ' ® 1/16" RECEIVING CHANNEL OR NOTCH POST GUSSET PLATES (4) #10 S.M.S. EACH SIDE 0 COLUMN PER TABLE 1.3 OR 1 2" x 4" MAXIMUM FOR LARGER UPRIGHT USE _ DETAIL PAGES 1-18,1-107 & 1-108 AND MIN. PURLIN TO UPRIGHT SAME AS MIN. UPRIGHT TO BEAM TABLE 1.6 (I.E. 2" x 7" UPRIGHT REQUIRES 2" x 4" BEAM) SIDE WALL TO PURLIN DETAIL SCALE: 3" = V-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: l ebpe@bellsouth. net @ COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-13 TRAP L SCREENED ENCLOSURES STRAP -- SUPER OR EXTRUDED GUTTER HOST STRUCTURE_ SPACING/2 SPACING/2 BEAM SET SPACING SPACING / 2- SPACING / 2 BEAM SET SPACING TION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: _- 2" S.M.S. OR LAG SCREWS 2" x EAC I I AND rx 1/ SCREW PA (SEE TAB[ S1i ECEIVING --E SECTION 9 CE FROM FASCIA ZUCTURE (SEE !UT OFF BEAM 3, IVING C1-IANNEI- /M-I CKINI/\ IirFLAT BEAM SELF MATI-NG BEAM CONNECTION TO SUPER 09-1 EX RUDER U � E.R SCALE: 3" = 1'-0" - ___ -- Lawrence E. Bennett, P.E. Fl_ # 16644 CIVIL. & STRUCTURAL E=NGINEERING P.O, 6ox 214366, South Dnytona, F132121 Talephono 9: (386) 767-4774 Fax #: (3136) 767-6556 E_mall! labpe@bellsoulh.ne( PAGE - OC COPYRIGHT 2606 24 _ — NOT l'0 6E REPRODUCED IN WI 101_E OR IN PART WITHOUT -1i-IE WRITTEN PERMISSION Otz LAWRENCE E. HENNETT, RE. SCREENED ENCLOSURES I_I- CONCRETE ANCHOR BOLTS TO BE RAWL EXPANSION BOLTS OR EQUIVALENT 1/8")(2"x 1-3/4" INTERIOR U -CLIP OF EITHER 6005 T-5 ALLOY OR BREAK FORMED 5052 H-32 OR 34 ALLOY 2-3/8" BRICK PAVERS THIN SET BETWEEN CONCRETE AND PAVERS CONCRETE ANCHOR (SEE SCHEDULE PAGE 1-65) 2500 P.S.I. CONCRETE NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S M B COLUMN CONNECTION PRIMARY 2")(2" ANGLE (SEE SECTION 9) CONCRETE ANCHOR THRU PRIMARY ANGLE 1" x 2" BASE PLATE (TYP.) SIDE VIEW a. a SCREEN IRIMARY .2" x 2" x 0.063" ANGLE -ACI-I SIDE /10)(3/4" S.M.S. EACH SIDE SEE SCHEDULE PAGE 1-65) " x 2" O.B. BASE PLATE ('FYP.) d* MINIMUM EDGE DISTANCE -ROM EXTERIOR OF COLUMN O OUTSIDE EDGE OF 31 -AB BOLT O " 5d DISTANCE 6114" 1-1/4" -----..._. GRADE -1/4" (MIN.) CONCRETE ANCHOR EMBEDMENT VIIN,) 5d TYPICAL SELF MATING OR SNAP SECTION (2) #x10 x 3/4" S-M.S. EACH SIDE CONCRETE ANCHORS @ 24" O.C. z -SIB" BRICK PAVERS �tll-- .-. �' "-----__ _�-� �-� I i-� T}-fl1�l SET BETWEEN - 6" (MAX.) MAX. SPACING 24" O.C. CONCRETE LAYERS FOR 2500 P.S.I. CONCRETE -- FRONT @l E -W 1-1/4" (MIN.) CONCRETE -- ANCHOR EMBEDMENT ,? " )r ,>;i," OR LARGER SELF MATING SECTION N Posr TO DFF(KIPAlfFP nB="a qua a SCALE: 3" = V-0" NOTE: FOR SIDE WALLS OF 2"X 4" OR SMALLER ONLY ONE ANGLE= IS REQUIRED, Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL F_NGINE(_=RING P.O. Box 214368, SOUth Daytona, F! 3212.1 T'alnphone #: -(386) 767-4774 Fax #: (388) 767-6556 Email: Iabpp@beIIsouth.nM PAGE COPYRIGHT 711()6 —_1 —6 2 — — NO i 10 BE REPRODUCED IN W1101 -E 013 IN PAR I- WI'FI LOUT THE WRN-TEN PERMISSION OF I_AWRDICE F. BENNETT, I'.E. HEADER --- -- UULUIVIN WIND BRACE CONNECTION DETAIL SCALE: 3" = V-0" DIAGONAL PURLIN NOTES: 1, Wind bracing shall be provided at each side wall panel when enclosure projects more than three panels from host structure. Structures of four or more panels shall be spaced for even number of panels for opposing wind bracing. 2. Cut brace parts with min. 12" lap of larger and smaller brace.. 3. Cut receiving channel with angle. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 2143613, South Daytona, FI 32121 Telephone #: (366) 767-4774 Fax it: (3176) 767-6556 Email: lebpe@b@IIsouth,net COPYRIGHT2006. PAr>E NOT TO BE REPRODUCED IN WHOLE_ OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. �hg SCREENED ENCLOSURES CHAIR RAIL 0 SECTION 1 EAVE RAIL 4" x 4" x 0.062" PLATE 2" x 2" x 0.044" BRACE (TYP.) 1/4" x 1-1/4" EMBEDMENT EXPANSION BOLT @ 24" O.C. 1 x 2 SOLE PLATE SEE TABLE 1.8 FOR REQUIRED QUANTITY OF #10 x 3/4" S.M.S. K -BRACING CONNECTION DETAILS NOTES: SCALE: 3" = 1'-0" 1. Can trim plate this area. 2. Alternate connections use 'H' bar cut to fit connections. 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@bel I south. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-55 SECTION 1 1 SCREENED ENCLOSURES .E=37Ti3TrCr General Notes and Specifications: 1) The following shall apply to the installation of K-BRACINGas additional bracing to diagonal wind bracing for pool enclosures: a) FRONT WALL K -BRACING - ONE SET FOR EACH 800 SF OF TOTAL WALL AREA TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8'x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 800 SF > 336 SF THUS ONE SET OF FRONT WALL K -BRACING IS REQUIRED. b) SIDE WALL K -BRACING - ONE SET FOR 233 SF TO 800 SF OF WALL. c) To calculate the required pair of k -bracing for free standing pool enclosures use 100% of each wall area & 50% of the area of one adjacent wall. NOTES: 1. K -bracing shall be used for all wind zones of 130 MPH and higher. 2. Side walls do not require k -bracing until the side wall area is greater than 233 SF. 3. Standard rounding off rules apply. ie: if the number of k -bracing sets calculated is less than 1.5 sets use one set of k -braces; if the number of k -braces calculated is 1.5 sets or greater use 2 sets of k -bracing. 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 © COPYRIGHT 2006 1.56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEG"I'lON I SCREE:NED ENCLOSURES SCREEN V')(2" 0�13. BASE PLATE (TYP.) 4" SHOWN SECONDARY 2^x(D'2^)xU.O83"ANGLE EACH SIDE OFCOLUMN Ny#1O ' S.M.S. (SEE GCHEDULENEXT PAGE) CONCRETE ANCHOR ~ 0^ N (SEE SCHEDULE PAGE 85) � 0 ^ NOTE: DETAIL |U-U8TRATES TYPICAL 2^x 4^ S.M.B. COLUMN CONNECTION' 2" 5d (M|N.) (k8>N.) SIDE VIEW ^ SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT /F )NTERN&L \ SCREWS INTO SCREW BOSSES u NOTE: SELECT CONCRETE ANCHOR FROM TABLE g1 2^x2"xO.083^PRIMARY AN8L EACH SIDE #10x3/4^S.K8.S.EACH SIDE (SEE SCHEDULE NEXT PAGE) nd°MINIMUM EDGE DISTANCE FRUMEXTERIOR 0FCDLUMN TOOUTSIDE EDGE 0FSLAB FBOLTO * —DISTAN�EEF GRADE 1-1/4''MIN. CONCRETE ANCHOR EMBEDMENT 25U0P.G1CONCRETE 0R ALTERNATE 2^xYYO0D DECK TYPICAL S.KJ.ORSNAP SECTION COLUMN #10x3W"S.M.S. EACH SIDE (SEE SCHEDULE PAGE 1-65) PRIMARY 2^x2^xO.063^ANG 1^x2^BASE PLATE (-r/Pj 2"x4" OR LARGER SELF [_1'1N"MIN. CONCRETE | } (MAX)ANCHOR EMBEDIVIENT 0.(MAXj__| _�_~_ MAX. SPACING 24^D.C— FOR8OTHS0ES FRONT VIEW 1ATiNG OR SNAP SECTION POST 10 DFCK DETAILS NOTE, 1�FOR SIDE WALLS DF2"x4^ORSMALLER ONLY ONE ANGLE |SREQUIRED Z.PREDRILL PAVCRS W/MIN. 1/4"MASONRY BIT. . Lawrence E. Bennett, P.E. FL #16644 C8/ll-&8T77UCTURAL ENGINEERING P-uBox 21^36nSolimuayw=.nozo` ,a°*m" m (386) 767-4774 Fax At: (386)767-6556 PAGE GO COPYRmHT2006 SCREENED ENCLOSURES 1/4"x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK 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" CONCRETE ANCHOR TO SLAB OR FOOTING SECTION 1 ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (3) #30 BARS OR (1) #50 BAR W/ 2-1/2" COVER (TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2 #3 BAR CONT. OR 1" PER FT. MAX. FOR1 #5 BAR CONT. 2'-0" MIN. 3-112" (TYP. BEFORE SLOPE � ALL SLABS) � a �--- — TYPE FLAT SLOPE / NO FOOTING 0-2" 112" Notes for all foundation types: \ TYPE II MODERATE SLOPE FOOTING 2"/ 12"- V-10" 1 #5 BAR CONT. 3 #3 BAR CONT. OR TYPE III STEEP SLOPE FOOTING > 1'-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 slab by field soil test (soil penetrometer) 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 is required except when addressing erosion until the slab width in the direction of the primary beams exceeds the span per table on page 1-69, then a type 11 slab is required under the load bearing wall only unless the side wall exceeds 16' in height or the enclosure is in a "C" exposure catagory in which case a type II footing is required. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh; Fibermesh® Mesh, InForce- e3- (Formerly Fibermesh MD) per manufacturer's specification may be used in lieu of wire mesh. All slabs / footings shall be allowed to cure for 7 days before installing anchors. 5. If local codes require a minimum footing use Type II footing or footing section required by local code. Local codes govem. SLAB -FOOTING DETAILS SCALE: 3/4" = V-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 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1-71 SCREENED ENCLOSURES SECTION 1 Table 1.1 130 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For 130 M.P,Fi. Wind Zone, Exposure "B" and Latitudes Below 30 30'-00" North (Jacksonville, Fl_) Uniform Load =5 #/SF, a Point Load of 300 #/SF over (1) linear ft. is also considered Tributary Load Width 'W=Beam Spacing Hollow Sections 3'-0" 4'-0" 5' 0" 6' 0" 7%0" Allowable Span 'L' (point Load (P} or Uniform Load (U), be in deflection (d) 2"x2"x0044" 11 11 11 2" x Z" x 0.050" x 3" x 0.045" 2" x 4" x 0.050" 2" x 5" x 0.062" 4 -5 5-2" 7'-6" T-7" 9'-1" 20'-5" Pb Pb Pb Pb Pb Pb 4-5 5'-2" T-6" 7'-7" 20'-5"j Pb Pb Pb Pb Pb 4'-5" 5'-2" T-6" T-7" 20'-1" Pb Pb Pb Pb Ud 4'-5" T-2" T-131.2" T- 18'-10" Self Mating Sections 3'-0" 6'-0 4'-0" Tributary Load Width 5'-0" 6'_ T' -x- 4" x 0.044 x 0.100" 5" x 5" x 0.050" x 0.100" 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 2" :x::8: x 0.072"' x 0.224" 2" x 9" x 0,072" x 0,224"36'-8" 2" x 9" x 0.082" x 0.310" 2" x 10" x, 0.092" x 0.369" Allowable Span 'L' /Point Load (P} or Uni 11'-8" Pd 11'-8" Pd 11'-8" Pd -T,7--T- 16'-1" Pd 76'-1" Pd16'-1" Pd 16-1" 20'-4" Pd 20'-4" Pd 77-1-v Ud 18'-10" 24'-9" Pd 24'-6" Ud 22'-9" 33'-5" Ud 30'-5" Ud 28'-2" Ud 76'-7" Ud. 3TA" Ud 30'-11" Ud 29'-2" 39'-5" Ud 35'-10" Ud 33'-3" Ud 31'-3" 45'-9" Ud 41'-7" Ud 38'-7" tJd iw-T Snap Sections 4'-5" Pb 4'-5" Ph 4'-5" Pb Pb 5'-2" tributary Load Width ' 3'-0" 4'-0" 5'-0" 6'-0 Pb Allowable Span 'L' I Point Load {P) or unit 2" x 2", x 0,044" 4'-10" Pd 4'-10" Pd 4'-10" Pd 4'-10" 2" x 3" x 0.045" 7'-6" Pd T-6" Pd 7'-6" Pd T-6" 2" x 4" x 0.045" 10'-8" Pd 10'-8" Pd 10'-8" Pd 10'-8" 2" x 6" x 0.062" 22'-2" Pd 22'-2" Pd 21'-2" Ud 19'-11" 2" x 7" x 0.062" 26'-8" Pd 25-9" Ud 23'-11" Ud 22'-6" Note: Pb 4'-5" Pb 4'-5" Ph 4'-5" Pb Pb 5'-2" Pb Pb 7'-6" Pb 7'-6" Pb 7'-6" Pb Pb 7'-7" Pb 7' 7" Pb T-7" Pb Pb 9'-1" Pb 9'-1" Pb 9' 1" Pb Ud 17'-11" Ud 17'-2" Ud 16'-4" Ub 'W'= Beam Spacing form Load {U), bending (b), deflection (d) Pd 11'-8" Pd. 11'-8" Pd 11'-4" Ud Ud 15'-3" Ud 1 Ud . 14'-0" Ud Ud 1T-10" -4- Ud 17'- Ud 16'-5" Ud Ud `20' " Ud 1 - Ud 18'-3" Ub TJ Ud 7.5'-3" Ud 24'-1" Ud 23'-2" Ud Ud 27'-8" Ud_ 26'-6" Ud 25'5" Ud Ud 29'-8" Ud 28'-5" Ud 2T 4" Ud Ud 34'-6" Ud 32'-11" Ud 31'-9" Ud W' = Beam Spacing 1. 7'.0" 8'-0" 9,-0„ orm Load (U), bending (b), deflection (d) Pd 4'-10" Pd 4'-10" Pd 4'-10" Pd Pd T-6" Pd 7'-6" Pd T-6" Pd Pd 10'-8" Pd 70- -8" Pd 10'-8" Pd Ud18'-11" Ud 18'-1" Ud 1T-5" Ud Ud 21'-5" Ud 207-5" Ud 19'-8" Ud 1. Thicknesses shown are "nominal" Industry standard tolerances. No wall thickness shall be less than 0.040". 2, The structures designed using this section shall be limited to a maximum combined span and upright height (if 50' and a maximum upright height of 16'. Structures larger than these limits shall have Site specific engineering. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. 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. 5. Tables are based on a maximum wall height of 16' Including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 6. Spans May be interpolated. 1 7. 7. To convert spans to "C" and "D" exposure categories see exposure multipliers in(] example Example: Max_ 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 9'-1" on page 1 -ii. ?i, Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone it: (386) 767-4774 Fax It! (386) 767-6556 Fruall: lebpepbellsouth. net OG COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT -IFN PERMISSION OF tA%A/RENCli F-- BENNETT, P.E. 1 *�� SECTION 1 ( SCREENED ENCLOSURES Table 1.2 130 Allowable Spans for Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For 130 M.P.H. Wind Zone, Exposure "B" and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Uniform Load = 5 #/SF, a Point Load of 300 #/SF over (1) linear ft. is also considered A. Sections Fastened To Beams With Clips Hollow Sections Tributary Load Width 'W'= Purlin Spacing 3'-6" 4'-0" 4'-6"1 5'-0" 5'-6" 1 6'-0" 6'-8" Allowable Span 'L' I Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044" 4'-5" Pb 4'-5" 1 Pb 4'-5" Pb 4'-5" Pb 4'-5" 1 Pb 4'-5" Pb 4'-5" Pb 2" x 2" x 0.050" 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb T-2" Pb 5'-2" Pb 5'-2" Pb 2" x 2" x 0.090" 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'4" Pd T-4" Pd 7'-4" Pd 7'-4" Pd 3" x 2" x 0.045" 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 5-8" Pb 5'-8" Pb 3" x 2" x 0.070" 7'-8" Pd 7'-8" Pd 7'-8" Pd 7'-8" Pd T-8" Pd 7'-8" Pd 7'-8" Pd 2" x 3" x 0.045" T-4" Pd 7'-4" Pd 7'-4" Pd T-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 2" x 4" x 0.050" 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1"1 Pb 9'-1" Pb 2" x 5" x 0.062" 14'-1" Pd 14'-1" Pd 14'-1" Pd 1 14'-1" 1 Pd I 14'-1" 1 Pd I 14'-1" Pd 14'-1" Pd Snap Sections Tributary Load Width 'W'= Purlin Spacing 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Span 'L' I Point Load P or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044 4'-11" jPbj 4'-11" jPbj 4'-11" jPbj 4'-11" jPbl 4'-11" jPbj 4'-11" jPbj 4'-11" 1Pb 2" x 3" x 0.045" 7'-3" Pd 7'-3" Pd T-3" Pd T-3" 1 Pd 1 7'-3" Pd 1 7'-3" 1 Pd 7'-3" 1 Pd 2" x 4" x 0.045" 9'-2" Pd 9'-2" Pd 9'-2" Pd 9'-2" j Pd 1 9'-2" Pd 1 9'-2" 1 Pd 9'-2" 1 Pd B. Sections Fastened Through Beam Webs Into Screw Bosses Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Tables are based on a maximum wall height of 16' including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 4. Spans may be interpolated. 5. 2" x 4" & 2" x 5" Hollow Girls shall be connected w/ an internal or external 1-1/2" x 1-112" x 0.044" angle. 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W'= 5'-0" = 9'-1" 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 1-78 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Tributary Load Width 'W'= Purlin Spacing Hollow Sections 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 3" x 0.050" 11'-5" Pb 11'-4" Ud 10'-10" Ud 10'-6" Ud 10'-2" Ud 9'-10" Ud 9'-6" Ud 2" x 4" x 0.050" 13-8" Pb 13'-8" Pb 13'-8" Pb 13'-8" Pb 13'4" Pb 13'4" Pb 13'-8" Pb 2" x 5" x 0.062" 22'-4" Pd 21'-7" Ud 20'-9" Ud 20'-1" Ud 19'-5' l 18'-10" Ud 18'-3" Ud Tributary Load Width 'W'= Purlin Spacing Snap Sections 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044" 4'-4" Pb 1 4'4" 1 Pb 1 4'4" 1 Pb 1 4'-4" 1 Pb 1 4'-4" 1 Pb 1 4'4" 1 Pb 1 4'4" 1 Pb Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Tables are based on a maximum wall height of 16' including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 4. Spans may be interpolated. 5. 2" x 4" & 2" x 5" Hollow Girls shall be connected w/ an internal or external 1-1/2" x 1-112" x 0.044" angle. 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W'= 5'-0" = 9'-1" 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 1-78 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.3 130 Allowable Post/ Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 130 MPH, Exposure "B" or an annnpri rnari of 9 a tette., f+ Hollow Sections 2" x 2" x 0.044" 2" x 2" x 0.050" 2" x 2" x 0.090 2" x 3" x 0.045'" 2" x 4" x 0.050" 2" x,'5" x 0.062" 3'-0" 6'-4" 6'-11" 8'-1" 7' 6" 9'-6" 14'-8" Tributary Load Width 'W' = Upright Spacing 4'-0" 5'-0" 6'4" Allowable HeighIt "H" I bending (b), deflection (d) b 5' b 4'-9" b 4'-4" b 3'-11" b T-8" b 5'-11" b 5'-4" b 4'-9" b 4'-5" b d T-4" d 6' -II" b 6'-1" b 5'-7" b 5'-2" d 6'-10" d 6`-7" d 5'-1 1" b 5'-5' b 5'-1" h 8'-2" b 7'-3" b 6'-7" b 6'-0" b 5'-7" b 12'-7" b 11'-3" b 10'-2" b 9'-5" b 8'-9" b 3'-4" b b 4'-10" b b 4'-8" b b 5'-2" b b 8'-2" b Tributary Load Width 'W'= Upright Spacing Self Mating Sections 3'-0" 4--o"' S'-0" 6`-0" 7'-0" Allowable Height "H" I bends (b), deflection (d) 2"x 4" x 0.044 x 0.100" T7. 10'-8" d 9'-8" d 8'-10" b T-11" T-4" b 6'-10" b 6'-F b 5" x 0.050" x 0.100" 13'-2" d 12'-0" d 10'-10" b 9'-11" b 2" x 6" x 0.050" X 0.120" 15'-6" d 13'-8" b 12'-2" b 11'-1" b 0.055" x 0.120" 1T 3" b 14'-10" b 13' 3" b 12'-1" b10'-4" b 97--- b 2" x 8" x 0.072" x 0.224" d 19-10 -7-7 d 17'-4" d 16'-5" d 1,5-7 b 14-78 -" b 2' x 9" x 0.072" x 0.224" 23'-11" 21'�d20'-82"'.d 19'-0" d 17'-7" b 16'-5" b 15'-5" b 2"X 9 x 0.082" x 0.310" 25'-8" ±dl 23'd 20'-5" d 19'-5" d 18'-6" d 1 T.-10" d 2" x 10 x 0.092" x 0.369" 29'-10"' d 27'-1" d 25'-2" d 23'-8" d 20'-8" d Tributary Load Width 'W'= Upright Spacing Snap Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" Allowable Height "H" I bending (b), deflection (d) 2" x 2" x 0.044" 5'-11" d 5'-4" d 4'-11" d 4'-7" b T-2" b T-9" b T-6" b 2" x 3" x 0.045" T-11" d 7'-3" d 6'-8" b T-11" b 5'-4" b 4`-10" b 4'-5" b x 0.045" 10'-1" d 8'-10" b 7'-9" b 16'-4" d 147-10" d 13'-10" d 12'-11" 772-r d 11'-8" b 1 o'-'11" b 2" x 7" x 0.062" I'l . 1II'-6" d 16-10" d 15'-7" d 14'-8" d 13'-10" b 17_' 10 b 12` 0" h 1�. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'i -P. 3. Above heights do not include length of knee brace. Acid vertical distance from upright to center of brace to beam connection to the above heights for total beam heights. 4. Site specific engineering required for pool enclosures over 30' In mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min, and set @ 36" in height are designed to be residential guardrails provided they are attached with min. (3) i#10 x 1-112" S.M.S. into the screw bosses and do not exceed 8'-0" in height. 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120"8. heights may be interpolated. 8. To convert heights to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. Lawrence E, Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING n.n. Box 214368, South Daytona, Fi32.121 Telephone Jt: (386) 767-4774 Fax #: (386) 767-6556 Small: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1-82 NOT TO BE REPRODUCED IN WI -101-E OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNErr, F.E. `I'aWa 1.4130 Allovvabla Post/ MAI Chair Rail Spans, Header Spans & Upright Helght.8 for Secondary Screen Wall Frame Members Aluminum Alloy 6063 Thi For 3 second wind gust at a velocity of 130 MPH, Exposure "S' or an applied load of 18 # / sq. ft. A. Sections As Horizontals Fastehed To Posts With Clips "allow Sections 3°-0'° Tributary Load Width 'Pit9° =. Upright Spacing 4•-0" 5'-0" Allowable Haight "H" or Span "L" t bending (ti)', deflection (d) - 2" x 2" x 0.044" 6'-4'° b 5'-5" b 4'-9" b 4'" b ' 3'-11" b 3: B" b ` 3` 4" b 2" x 2" x 0.050`° 6'-11" b 5'-11" b 5'-4" b 4'-9" b 4'-5" b 4'-1" b 3'-9" b 2" x 2" x 0.090" 8'-1" d T-4" d 6'4'1 b 6'-1" b 5'-7" b 5`-2" b 4'-10" b 3" x 2" x 0.045" 7'4" b 6'-3" b 5'-6" b 4'-11" b 4'-6" b 4'4" b 3'-11" b 3" x 2" x 0.070" 2" x 3" x 0.045" 8'-5" 7`-6" d 7'-5" d 6'-10" b 6'4". b d 6'-7" d 5'-11" 5'-1.1" b 5' 6" b b 5'-5" b 5'-1" b 5'-1" b 4'-9" 4'-8" b b 2" x 4" x 0.030" 9'-6" b 8'-2" b 7'4" JbI 6'-7" ti 1 6'-0": b 5'-7" b 5'-2" b 2" x 5'° x 0.062'. 14'-8" b 12'-7" b 1 Snap Sections 3.o0,e Tributary Load Width W'= Upright Spacing 4'.0" 5,7 6,40,. 7,-®°° Allowable Height "H" or Span "L'° / bending (b), deflection d 2" x 2" x 0.044". 5'-11" d 64" 1 d 1 T-11" I d 1 4'4" 1 b 1 4'-2" b 1 3'-9" 1 b 1 3'-6" 1 b 93. Sections As Horizontals Fastened To Pasts Through Side Into Scream Bosses Hollow Sections 3'.0"° Tributary load Width 'VV' e Upright Spacing J, 4°-0" 5°-®" 6°-0" 7"-0" 8'4' 911'=0°' Allowable Height "H°' or Span "L" t bending b), deflection 2" u 2" x 0.044" 7'-1" b 6'-1" b 5'-4" lb 4'-10" b 4'-5" b 4`-1" b 3'-9" b 3'° x 2'° x 0.045°° 8'-2" b 6'-11" b 6'-2" b 5'-7" b 5'-1" b 4'-8" b 4'4" b 8.070" 9'-8" b 8'4" b .. T-5" b 6'4" b 6'-1" b 5'-8" b 5'-3" b 2" x 3" x 0.045" 9'-8" b 8'-4" b 7'4" b 6'-8" b 6'-1" b 6-8" b 5'-3" b 2" x 4" x 0.050" 10'-8" b 9'-2" b 8'-1" b 7'4" b 6-9" b 6'-3" b 5'-10" b 16'4" b 14'-1" b 12'-7" b 11'-5." b 10'-6" b 9'-9" b 9'-2" b Snap Sections 3°-®.° Tributary Load Width W= Upright Spacing 4°-0°, 5°�,° 6.�°. 7'-0„ Allowable Height "H" or Spain '°L". ! bending (b), deflection (d) 2" x 2" x 0.044" 7'-8" b [6-fA bI b 5'-1" b 4'-7" b 4'-3" b 3' Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'VIP select girt lengths. 3. Site specific engineering required for pool enclosures over 30' rel mean roof height. 4. Span/height is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and sat @ 36" in height are designed to be residential gardrails provided they are attached with min. (3) #10 x 1-1/2" s.m.s. into the screw bosses and do not exceed 8'-0" o.c. 6. Girt spacing shall not exceed 6-8". 7. Max. beam size far 2" x5" 9s 2" x 7" x 0.055" x 0.120" 8. 2" x 4" 8, 2" x 5" hollow girts shall be connected w/ an Internal or external 1-1/2" x 1-112"x'0.044" angle. 9. Spans/heights may be interpolated. 10. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 141, SED APRIL 2007 Lawrence E. Bennett, P.E. FL# 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Bolt 214368, South Daytona, F1 32121 Telaphone M (386) 7674774 . Fax M (385) 767-6556 Email: lelape@bellsouth.net PAGE @ COPYRIGHT 2005. 1 .86 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEiT, P.E. SECTION I SCREENED ENGLDSURES - /2 Z x 9' x O,Oi37_°' x 0..306" 0.19 0" ria" _ _1 aid° - 2"x 10" N 0.092" x 0.369" 0.082" wall thickness, 0.3-10" flange thickness (1) Stitching screw at 16" O.C. rnax. Connection Example: 2" x 7" beam & 2" x 5" at beam & yusset plate, (14) #8 x 112" srns & upright & yusset piato (14) /18 x 1/2" sms ea, side of beam &upright. M atp: 1. Connection of 2" x 6" to 2" x 4" shall use a full lap cut or 1/16" gusset plate, 2. For beam splice connections the number of screws shown is the total for each splice with 1/2 the ,crews on each side of the cut. 3. The number of screws is based on the nlaximum allowable moment of the beam. 4. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal andiurs may be used. The number shown is the total use 1/2 per side. 5. 1-10110w splice connections can be made provided the connection Is approved by the engineer. 6. If a larger that) minimurn upright is used the number of screws is the sarne for each splice with i/2 the screws an each side Of the cut. 7. The '!do wail upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a ?_" x 3" hearn. 8. For mininnlrn girt. size road upright size as a beam and Purlin size is minimum girt $ize- (Le. 2" x 9" x 0.072" x 0.224" s.rn.b. N1 2" x 6" x 0.050 x 0,'120" s.m.b. upright requires a 2_" x 3" x 0.045" girt / chair 1r. Lawrence L. Bennett, RE, FL # 16644 CIVIC_ & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 1'elnphone #: (386) 787-4774 Fax tk (386)'767-6556 Ernall: tebpe@belisouth.net PAGE COPYRIGHT 2006 —__NUT TO BE REPRODUCED IN WHOLE- OR IN PAR r WITHOUT THE WRI17F_N PERMISSION OF LAWRENCE E. BENNET(, P.E. Fatale 1,6 MinimiLun Upright Sizes and MI-Omber of Screws for Gonnection of Roof Beams To Wali Uprights or Beam) Splicing Beam/Upright, Bost Upright or IViinirnurn Purlha, GirtaP nm Number Screws* or Post/8earn & Knee Brace Size of Y�' ftM 1j ^ Beam Stitching 2x4 SMB 2 x 3 SMB ar H ?" x 2" x 0.044" x 912 x %11 - $CPCN/ 3t 2Si' O( 2 u 5 5Mi3 6 2 x 3 SMB or !i 2" x 2" 00" 0 4 tt10 2 u SMF3. 2 x 3 SMB or H 2" x2" x 0,04d" 2 x 7 SMB 2 x 4 SMB or H 2" x,a" x 0,044" _W. Fu}I Lap 14 :k 2z - 6 #tit) 2x'8 SMB —zx9SMB 2 x 5 SMH or N 2" x 3" x 0,044" Full Lap 16 --`14 - _ 10 M _ #12 ---- 2x6SMB 2" x 3" x 0.045" - -- 12 T--- Full Lap 18 16 -_ tt14� - SM5 ` 2 x 7 SMB " x 4" x-- 0 Q50„ 2 14 i=uii Lap 18 #14- 2 ac 10 SMB 2 x 8 SMS2" x 5" x 0.050" Full Lap 11)16 �2O - -Screw -Size Minimum Distance and Spacing 16 of Screws-_ - #t14- 1 - -ess -, _ Edge To Center _ Grasset Pate Thickness - Center To Center —size #8 _ 5116" am Bee 5/i3" �i'hicltness 1f10 3/8" —__ 2" ;t 7" x 0.0 ,5'" x 0.120" 0.063°- _ _ 1112 -_--�.� _ 112" �M ars° _ ," ,c a^ )t 0.072" x aaz4'" -- — 0:125"�_ #t14 or 1/4" "y 3/4" V, 2.. x 9". x 0.072" x 0.224'" ^� 0.'125„ - /2 Z x 9' x O,Oi37_°' x 0..306" 0.19 0" ria" _ _1 aid° - 2"x 10" N 0.092" x 0.369" 0.082" wall thickness, 0.3-10" flange thickness (1) Stitching screw at 16" O.C. rnax. Connection Example: 2" x 7" beam & 2" x 5" at beam & yusset plate, (14) #8 x 112" srns & upright & yusset piato (14) /18 x 1/2" sms ea, side of beam &upright. M atp: 1. Connection of 2" x 6" to 2" x 4" shall use a full lap cut or 1/16" gusset plate, 2. For beam splice connections the number of screws shown is the total for each splice with 1/2 the ,crews on each side of the cut. 3. The number of screws is based on the nlaximum allowable moment of the beam. 4. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal andiurs may be used. The number shown is the total use 1/2 per side. 5. 1-10110w splice connections can be made provided the connection Is approved by the engineer. 6. If a larger that) minimurn upright is used the number of screws is the sarne for each splice with i/2 the screws an each side Of the cut. 7. The '!do wail upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a ?_" x 3" hearn. 8. For mininnlrn girt. size road upright size as a beam and Purlin size is minimum girt $ize- (Le. 2" x 9" x 0.072" x 0.224" s.rn.b. N1 2" x 6" x 0.050 x 0,'120" s.m.b. upright requires a 2_" x 3" x 0.045" girt / chair 1r. Lawrence L. Bennett, RE, FL # 16644 CIVIC_ & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 1'elnphone #: (386) 787-4774 Fax tk (386)'767-6556 Ernall: tebpe@belisouth.net PAGE COPYRIGHT 2006 —__NUT TO BE REPRODUCED IN WHOLE- OR IN PAR r WITHOUT THE WRI17F_N PERMISSION OF LAWRENCE E. BENNET(, P.E. SCREENED ENCLOSURES Table 1.7 Minimum Size Screen Enclosure 1nee Braces and Anchoring Raquired Aluminum 6063 T-6 Bra_.ce Length* Extrusion - ��nchodtig System _ 0' - 2'-0" 2" x 2" x 0,044" 2" 1 -1 -Channel With 3L0 x 1/2" each ieq of charn To 3'-0" 2" x 3" x 0.045" _ 2" H -Channel With 3 ##10 x 1/2" each 122of chanr To 6'-0"P 2" x 4" x 0.044" x 0.125" 2" H -Channel With 4 #10 x 1/2" each ley of chanr " Knee brace length shall be the horizontal and vertical length @ a 45' angle from the center of the connection to the face of the beam or upright. Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-40 shall he used for transorn wall to host structure attachment when knee brace length exceeds 6-011. Table 1.8 K-Braring Fastening Schedule Number of #10 x 3/4" S.M.S. Required -- itAauimurn� Wall Width = Corner Post @ Top Diagonals (K) Intermediate Corner Post Plate to 20'_0„ per End Post @ Chair Rail Bottom Sale Plate 30'-0" z 2_ 2 2 _ 4 _ _ T 2 2— 40'-011 3 4 6 __ 2 2 60'-0" 6 �7 12 — 3 Use front wail width when determining number of s.rn.s. for the side wall K -bracing, Usk+ side wail width when determining number of s,rn.s. for the front and / or back,wail K -bracing, Lawrence L. Bennett, P.E. F=L # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. 13ox 714368, South Daylong, rl 32121 Telephone If: (386) 767-4774 Fax fk (386) 767-6556 Email: lobpe@belisowh.nei COPYRIGHT 2006 PAGE NOT TO 8E REPRODUCED IN WI -10(_E 0R IN PART WITHOUT TI IF W R I T MN PERMISSION 0F LAW RENc6 E. 8ENP4E'Fr, P. E. SEC"HONJ 19 FASTENERS t-abile Aflowabie I..Oaads for Concrete Anchors 9cretnr ,Si ePnbedment Depth 1Rirt. Edge Dist, Anchor Spacing APlowabie Loads d _d@arneter(in.) 5d (In,) 'Tension Shear � _ ZAMAC NABLIN (Drive Anchors) { ,14"M 1 112" 1 114" 273# 236# 236# TAPPER Concrete Screws _ 1-114" 15116" 288#T 167#t�T _ 1.314" 15116" 371# 259## �Ji;_. 1- !4 1l4" _ 4271# 200# — 13/ d" _ 'I -1/4" 544{# 216# 318" 1-112" 1-9116" 51'iTt 402#–� 1-31411 3-318°'. _ 703# 455# POWER BOLT Expanslon Bolt) ._._ 1114"-T.� -,-- 2„ •__-_-_. 1-1 /4" 62411 2611/ ^ 5/16" 3" 1 718" _ 936# 7511# 3/8 ..x1.4251# - 3"1l2".i-9/16" 1,575# 112" ,3321# y 2,220## 7..�_� POWER -�2--314" 4' STUD (Wedge -Boit @) 1-1l4'.' 81214 326# 1,35811 2,271# 1,218# e_3,288# �2,2021/� Wed Boit 1!4" _ 318' 2'° 3-1/2 o. ...�.. _ i-114" _ 696# 5501#� 1-718" 2,1501# 1,5041# -_ ". ,.m.�.....,_..,_.,_ 3-112 3-1 /2 .�.. �.-... ..�..... 2-1/2" _ 11666/1... 2,7919#_ Notes: 'I, Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are In tension. 5. Allowable loads are Increased by 1.00 for wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam with: spacing = T-0" 0.0, allowed span = 20'-5" ('fable 1.1) UPLIFT LOAD = 1/2(BFAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS 1/2(20,42')x 7' x 10# / Sq. Ft, ALLOWED LOAD ON ANCFIOR NUMBER OF ANCHORS = 714.70// =1,67 4271# Therefore, use 2 anchors, one (1) on each side of upright. n Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL. # '16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone .1#: (386) 767-4774 Fax It: (3861) 767-6556 Email: Iebpo@bell50uth.not PAGE @ QoPYRIGHT 2006 9'2 1101 1'0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SITE EXPOSURE EVALUATION FORM I { j QUADRANT1 i 1500' { EXPOSURE { i I � L I 1 __--1500` I I 644' i { I 0' i QUADRANT 11 I { QUADRANT IV � 604'—*_1600'---l. EXPOSURE I EXPOSURE 1 40' j I j 600' { I � I { 1 ---1540' - I { j � I I QUADRANT 116 { j 1500' { { EXPOSURE I i 1 - 1 NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1 Boo' EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR'D' USING THE FOLLOWING CRITERIA,T IN ANY QUADRANT. EXPOSURE. C OR 'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,544 ANY 'C' EXPOSURE FOR GREATER THAN 600 FEET INS TE QUADRANT. EVALUATION D AND BUILD 2. A 2 YEARS BEFORE 3 No SHORT M CHANGES IN OUT WITHIN 3RYEARS, SITE WILL BE 'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDSE AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 ()o FT INLAND FROM THE SHRE EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,50VER WATER FOR A DISTANOE OF LINE AND ARE EXPOSED TO WIND FLOWING AT LEAST 1 MILE. DATE:— EY BY: SITE IS EXPOSURE: LICENSE #: SIGNATURE: r, bA 4 Inspection Guide For Pool Enclosures I. Check the building permit for the following: C C Of a. Permit card & address b• Approved drawings anYes No d addendurns as required _ C. Plot plan or survey d. Notice of commencement 2. Check the approved site specific dr BUILT" structure for: awings or shop drawings a. Structures length, projection, plan &height as shown o g against the "AS b. Beam size, span, spacing & stitching screws n the plans. Yes No c. Pudin size, span & spacing d. Upright size, height, spacing &stitching screws - - -------- - - - e• Chair rail S. length & spacing .. . f• Eve rail size, length, spacing & stitching of 1 " x 2" to 2" x 2" _— g. Enclosure roof diagonal bracing is installed snug _ . _ h. Wall cables or Wbracing are installed snug i. Knee braces are properly installed _ 3. Check load bearing uprights for the following: ......... a. Angle bracket size & thickness - b. Correct number, size &spacing of fasteners to upright Yes No c. Correct number, size & spacing of fasteners of angle to deck and –_ d• Upright is anchored to deck through plate brick pavers then anchors shall sole go throw gh Pavers into concrete _ 4. Check the load bearing bears to upright for:.... ............................ I a. Upright to beam connection and / or splices have correct number & spacingof screws b• Overlap beam to upright or gusset plate .... _ Yes No c. if angle brackets are used in framing check far correct thickness and size & nu of fasteners .. _ 5. Check load bearing bears to host structure and / or gutter for rnber a. Receiver bracket, angle or receiving channel size & thickness b. Size, number & spacing of anchors of beam to receiver Yes No C. Size, number &spacing of anchors of receiver to host structure of gutter . d. Correct anchoring of gutters to host structure 6. Check the wall cables: — a. Location & number b• Top bracket size and fasteners Yes No c. Eye bolts are welded d. Bottom strap to concrete connection 7• Check wall 'K' bracin ... ................. a. Location & size g {if required): .............. b. Angle, gusset or clip size & number Yes No c. Number & size of fasteners ............................... 8. Check electrical ground: ...... a. Properly completed b• Angle, gusset or clip size &number Yes No . , , c. Number & size of fasteners 9. Check the doors on pool enclosures: a. Door handleYes No Notes: @ $4" from the deck — C-1 SITE EXPOSURE EVALUATION FORM - -- -- -- -- -- -- -I I I � I QUADRANT I 1500' k EXPOSURE I { I ( I �-1500' ( I ( 600' I I i QUADRANT IVI � 40' I QUADF ANT 11 r – 600' - 600'---1 I EXPOSURE I 40' I EXPOSURE _ I 600' I ' (� 1500'---J— QUADRANT 500' --J—QUADRANT 111 ( 1500' I i EXPOSURE L- -- -- -- -- -- -- -- -_ .--.J DOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR 'D' EXPOSURE. 'C' OR 'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE 'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET, EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF ATf LEAST 1 MILE. SITE IS EXPOSURE: /✓ EVALUATED BY:rS Z`ArO°fy'r DATE:_ -c SIGNATURE �' '(�S '�__� LICENSE b=14 Inspection Guide For Pool Enclosures I. Check the building permit for the following: C e o$ a. Permit card & address b. Approved drawings and addendumYes No as required s c. Plot plan or survey .. _ d. Notice of commencement 2. Check the approved site specific drawings or shop draw' -- BUILT" structure for: rigs against the "AS a. Structures length, projection, pian &height as shown on ' the plans. _ Yes No b. Beam size, span, spacing &stitching screws _ c. Purlin size, span & s g _ d. Upright size, height, spacing & stitching screws e. Chair rail size, length & spacing , . . f. Eve rail size, length, spacing & stitching of 1 " x 2" to 2" — g. Enclosure roof diagonal bracing is installed snug . _ x 2 _ h. Wall cables or 'K'bracing are installed_ i. Knee braces are properly esnug installed 3. Check load bearing uprights for the following: a. Angle bracket size & thickness b. Correct number, size &spacing of fasteners to upright Yes No c. Correct number, size &spacing of fasteners of angle to deck and sole plate _— — d. Upright is anchored to deck through brick pavers into concrete pavers then anchors shall 4. Check the load bearing bears to upright for. 90 through i a. Upright to beam connection and / or splices have correct number & screws . , b. Overlap beam to upright or gusset plate spacing of YesNo C. If angle brackets are used in framing check for correct thickness and size & num of fasteners . 5. Check load bearing bears to host structure and / or gutter for: number' a. Receiver bracket, angle or receiving channel size & thickness b. Size, number & spacing of anchors of beam to receiver Yes No C. Size, number ri spacing of anchors of receiucture of gutter d. Correct anchoring of gutters ver to host str to host structure 6. Check the wall cables: a. Location & number b. Top bracket size and fasteners Yes No c. Eye bolts are welded d. Bottom strap to concrete connection 7. Check wall 'K' bracin g (if required): a. Location & size b. Angle, gusset or clip size & number Yes No c. Number & size of fasteners B. Check electrical ground: a. Properly completed b• Angle, gusset or clip size &number Yes No .. , C- Number & size of fasteners — 9. Check the doors on pool enclosures: a. Door handle @ 54" from the deck Notes: .... .es No ............ C-1 �Desdgn Check fast for Pod Enc) asures (Page I ®f 4) L 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'= or 'C'= or'D'=; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; Negative I.P.C. 0.00; _ MPH Wind Zone for 3 second wind gust; Basic Wind Pressure ; Design pressures are _ PSF for roofs & _ PSF for walls. (see page Iii for wind loads and design pressures) A 300 PLF point load is also considered for screen roof members. Notes: Wind velocity zones and exposure category is determined by local code. Design pressures and conversion multipliers are on page 1 -ii. H. 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_ `.Ti/`e Phone: `3� � c`. � Contractor / ho ized epkfame, (please print) ( c4� Date: Contracts /Authorized hep Signature tit Job H me & Address Mote: if the total of beam span & upright height exceeds 50' or upright height exceeds 16', site specific engineering is required. lit. Building Permit Application Package contains the following: 'ale ` No A. Project name & address on plans ....... ... ..... .. .......... .. S. Site plan or survey with enclosure location ........ a : .... ..... . C. Contractor's /Designer's name, address, phone number, & signature on plans . . D. Site exposure form completed E. Enclosure layout drawing @ 1/8" or 1/10" scale with the following: . .......... a. Pian view with host structure, enclosure length, projection from host structure, and all dimensions 2. Front and side elevation views with all dimensions & heights ..... .. ....... Note: All mansard wall drawings shall include mansard panel at the top of the wall. " 3. Beare location (show in plan & elevation view) & size ....... i (Table 1.1 & 1.6) Roof frame member allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and / or[]'C" orF_�'D" Exposure for load width of Note- Conversion factors do not appiy to members subject to point loam (F). Look up span in appropriate 120 MPH span table and apply the following formula: Span I Required Converted @ 120 MPH � d Span / Height a.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier� �_ Exposure Multiplier (see page 1 if) (see page 1 if) -4. Upright location (show in plan & elevation view) & size ................ ..Len (Table 1.3 & 1.6) 5. Chair rail & girt size, length, & spacing ... �t �I (Table 1.4) S. Eave rail size, length, spacing and stitching of. �'"'��i� (Table 1.2) Muse eve a tended Enghneer's CcrnIdn4 ing, :E:dd4ca$d'on aass vU[LMr, the past'hvo years. b -'l Des�g n Check List for FIcoa Encs csurss (Flae 2 of 4) Wall frame member allowable span conversions from 120 MPH wind zone, "B" Exposure to 0.00 MPH wind zone and/ orDC" or[ -]'D" Exposure for load width of 1.00 Look up span in appropriate 120 MPH span table and apply the following formula: Span / Height Required Converted @ 120 MPH Span / Height or _ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d = } Wind Zone Exposure Multiplier Multiplier * (see page 1 ii) Yes Y No 7, Enclosure roof diagonal bracing in plan view 8. Knee braces length, location, &size . ...... , .............................. s Q (Table 1.7) 9, Wall cables or K -bracing sizes shown in wall views ... ...... . ......... 1®90 Highlight details from the aluminum Structures Design Manual: Yes No A. Beam & purlin tables with size, thickness, spacing, & spans / lengths ... ... (Tables 1.1 & 1.2 or 1.9.1 & 1.92) B. Upright & girt tables with size, thickness, spacing, & spans / lengths .......... . (Tables 1.3 & 1.4) C. Table 1.6 with beam & upright combination ...... ...............yJy, ............ 0. Connection details to be use such as: 1. Beam to upright ......... .:............. ........ ........ ....... ... .... 2. Beam to wall ................................... Q 3. Beam to beam .... . F s -+4. Chair rail, purlins, & knee braces .... .. .......... 5, Extruded gutter connections ..... ... 6. Angle to deck and / or sole plate ...... 7. Anchors go through pavers into concrete - ..... 8, Minimum footing and / or knee wall details .... . 9, Cable or K- brace details Section 1 .......................... . ............... - -' Wail area calculations for cables: W = wall width, H = wall height, R = rise W1 = width @ top of mansard, W2 = width @.top of wall E. Select footing from examples in manual. Example 1: Fiat Roof Front wall @ eaves ft. x ft. = 0.00 ft.2 @ 100% = 0.00 ft 2 W H a Largest side wall: ft. x ft. = 0.00 U.2 @50%= 0.00 ft.2 W H b TOTAL = Total area / (233 ft.2 /cable for 3(32"} = 0 cable pairs ........ a.00 ft. or Total area/ (445 ft.'/ cable for 1/8") = 0 cable pairs Side wall cable calculation: 0-00 ft.2 @ 100°% = 0.00 ft- b Side wail area ! (233 ft.2 / cable for 3/32") = 0 cable(s) or Side wall area / (445 ft.2 / cable for 1/8") = 0 cable(s) be2 ,Design Check I ass ifor Pao E ndosures Page 3 .off 4) R , W I H HOST FRONT SIDE WALL WALL Example 2: Gable Roof Front wall @ eave: ft. x ft. = 0.00 ft.2 CCD 100% = 0.00 ft.2 W H a Front gable rise: ft. x 1/2( ft.) = 0.00 ft.2 @ 100% = 0.00 ft.2 R W b Largest side wall: ft. x = 0.00 ft.2 @ 50% _ 0.00 ft.2 W H c Largest side gable rise: ft. x ft. = 0.00 fUZ'@ 50% = 0.00 ft.2 ................ .. R W ci TOTAL = 0.00 ft 2 Total area / (233 ft.' 1 cable for 3/32") = 0 "" cable pairs or Total area/ (445 ft.2 /cable for '118'')' 0 cable pairs Side wall cable calculation,,," 0.00 ft.2 + 0.00 ft.2 = 0.00 ft.2 @ 100% = 0.00 ft.2 C d Side wall area ! (23,3 ft.Z t cable for 3/32") = 0 cable(s) or L Side wall area``/ (445 ft.2 / cable for 1/8") = 0 cable(s) R x W R R x (1/2) W W H HOST FRONT SIDE WALL WALL Example 3: Transverse Gable Roof Front wall @ eave: ft. x ft. = 0.00 ft.2 @ 100% = 0.00 ft.2 W H a Front gable rise: ft. x ft. = 0.00 ft.2 @ 100% = 0.00 ft 2 R W b Largest side wall: ft. x = 0.00 ft.2 @50% 0.002 ft. W H c Largest side gable rise: ft. x 1/2 (t.) =' 0.00 ft.2 @ 50% = 0.00_ ft.2 R d ............ Total area f X33 ft.2 J cable for 3i3��" = 0 (_. TOTAL = 0.00 ft 2 ) cable pairs or Tota! area 1 (445 ft.2 ( cablefor 1/8") = 0 cable pairs Side wail cable calculation:0.00 ft.2 + 0.00 ft.2 = 0.00 ft.2 @ 100% = 0.00 ft.2 ............. C d Side wall -area / (233 ft.2 / cable for 3/32") = 0 cable(s) or, ._ Side wall area / (445 ft.2 / cable for 1/8") = 0 cable(s) �a:.3 Design Check Ust for Pack Endosure (Page 4 2 A Example 4: Mansard Roof Front wall @ eave: ft. x ft. = 0.00 ft.2 100% 0.00 W H a ft.2. Front mansard rise: ft. x 1/2( ft. + ft.) = 0.00 ft.2 @ 100% = ........... 0.00 ft.2 R W'i W2 b Largest side wall: ft. x = 0.00 ft.2 @ 50%.- 0.002 W H c ft. Largest side mansard rise: ft. x 1/2C, ft. + ft.) = 0.00 ft.2 @ 50% = 0.00 ft.2 R W1 W2 d TOTAL = .. Total area / (233 ft.' / cable for13/32") = 0 cable pairs 0.00 ft.2 or Total area / (445 ft.2 /,cable for 1/8") = 0 cable pairs Side wall cabl.e`calculation: 0.00 ft.2 + 0.00 ft.2 = 0.00 ft.2 @ 100% = 0.00 ft.2 c d Side-wall area / (233 ft.2 / cable for 3/32") = 0 cable(s) y .-or Side wall area / (445 ft.2 / cable for 1/8") = 0 cable(s) Example 5: Dome Roof - G Front dome wall @ eave: ft. x ft. = 0.00 ft. @ 100% = 0.00 ft 2 W H a Front dome rise: ft. x 1I2(__ft.) = 0.00 ft.2 @ 100% = 0.00 ft2 R W b (�J Largest side wall: ft. x = 0.00 ft.2 @ 50% = 0.00 ft 2 W 1-I c J� Largest side dome rise: ft. x #{. = 0.00 ft 2 @ 50% = 0.00 ft.2 TOTAL = Total area /233 ft.2 / cable for 3/3,2" = 0 ( ) cable pairs 0.00 ft.2 or Total area / (445 ft.2 / cable for 1/8") = 0 cable pairs Side wall cable calculation: 0.00 ft.2 + 0.00 ft.2 = 0.00 ft.2 @ 100% = 0.00 ;t 2 c d Side wall area / (233 ft.' / cable for 3/32") = 0 cable(s) or Side wail area / (445 ft.' / cable for 1/8") = 0 cables) Notes: Lawrence E. Bennett, P.E. 315 Herbert Street Port Orange, FL 32129 386-767-4774 fax: 386-767-6556 January 1, 2009 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements Dear Building Official/Plans Examiner: This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2009. Authorization is on a January to January basis regardless of the edition of the manual. This authorization also applies to contractor master file drawings, "ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. The following contractor/company is hereby added to my 2009 MASTERFILE LIST: William Woodard Coastal Craftsmen Aluminum 15046 Labor Place Hudson, FL 34667 CGC047465 Should you have any questions, please contact me at your convenience. Sincerely, Lawrence E. Bennett, P.E. #16644 4 i FlOUNDARY SUI?V[. Y fOR and/or CER71FIED TO; DA VI,`.J DWX YNE JONES AND HFA %HER PA/;'KE1-?_,jONL S, :iU1V11'US1` MORTGAGE INC, LANDAMERICA—CUL/ATLANTIC TI7L.F., LA; ✓YL RS R TLE INSURANCE CORP. DESCA)IPTION AS FOLLOWS; THE WI.-: S T 36 FEET OF Z 0 T 1, BLOCK 42, A VON—B Y— THE SEA, AS RECORDED IN PLAT BOOK PAGE 7, PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, T YL El? A VE/V UE f r r 48 R/W T N 90'00'00 " £ REC 5/B" 1. R. 6. D0 REC "X" ..,_ 14.00 (P) In � N CONC N DRI VE f. 7CO�7 0.7`\ 14,4aT rET�" �Q2GK 21.6 ONE STORY A TTACHED RESICF_NOE lu J207 fi a f 14.44 18.0 q SCREEN (d PORCH 3.5 r1' f 'PI, 5.7 8,2 POOL 10' N W N CONC 16.5 8,2 f Ilt'l 4' CL r EL�iC • 00 (?,1 REC 1/2" I. P. 36.00 h'EC 1/21 R. lZ. o f S 90'00 ,00 00W WP 0.8 N LOT 9; BLOCK 42 GRUSENMEYER--SCOTT & WALKER . INC. -"LAND SURVEYORS LEGEND V.P. ItION PIPE LN ..utOr: ROD r M'd IA+CRETE MONIIMLMI UPDATE 5-30-08 I.R. RPRE.AOL...BC t'otmj OEll ., ^• ORFE =POINT OF COMMENC„EMENf CI. wCENTERLINE NkD ,,NAIL & DISC RW .-IIIGIIf-OF-WAY ECA T. =EASEMENT DRAIN. FDRAINAGE VIIL. +U TIUTY C.L. FC. �CIIAIN LINK FENCE WO r.C. .,WOOD FENCE C/B ,+CDNCREIE BLOCK P.C. -.POINT OF CURVATURE 11.1. -POINT OF TANGENCY D =DESCRIPTION EARTINN MB) 8A./81 E((fSEE AIR AR CO p,;1, k U.E. -,PUBLIC UTILITIES k DRAWACE ESMT. It =RADIUS L -ARC LENCTI1 q nCENTRAL MOLE CI.I • CIIORO C.O. =CSORD BEARING P.O.L. .•('HINT ON LINE TYP. P.R,C. ”-TYPIC..M. -POINT OF REVERSE CURVATURE P.C.C. POINT OF VOMPOUND CURVATURE RAD, .,RA(11AL N.R. =ANON -RADIAL W.V. -WIINESS POINT C =CALCULATED JREVARO COUNTY OFFICE 4175 S. U-5- I ROCKLEDGE, FL. 32955 321-636-1055 J21-• 636-1404 (FAX) LB 6710 NOTES M',17-6 JLORIOA ADMiNISIRAIft LUhL�.. PUKSUANI IU t.MAI'IER rI.UCtU'K SNIIUI{13. 2 UNLESS EMBOSSFD WITII SURVEYOR'S SEAI.,.TFUS SURVEY IS NOT VALID AND IS PRF'5ENfED FOR INFORMATIONAL PURPOSES ONI'!. cli iPvFy WAS: PREPARED FROM -T T I: ' INFORMATION FURNISHED (0 THE SURVEYOR. '!HERE � -R-, T" MA! BE OTHER RESTRICTIONS ON eP-:Mt.'- ji•^T-"� '�' ""- 4. NO UNDEKROUND IMPROVEMENTS HA"£ BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS SD FOR R EHT HE 'OL£ BENEFIT OF THOSE CERTIFIED I'0 AND SHOULD NOT BE RELIED UPON 0Y ANY OT B. DIMENSIONS SHOWN FOR THE LOCATIOV OF IMPROVEMENTS HEREON SHOUI.p NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, THE SOUTH R/W LINE TYLER AVE B. BEARINGS BASED ON�'-----_�^ SAI ING BEING N 90'00'00 " E „f 's cr AIG (---- 1 20 R,L.S. NO, 5362 CERTIFI 8Y: _ JOHN W.IWAIAERNR.L.S. NO 5362 THIS BUILDING/PROPERTY _0j2C,5.NjQZ LIE WITHIN THE ESTABLISHED SPECIAL FLOOD HAZARD AREA PER 'FIRM' IT LIES IN ZONE: PANEL I 1_2009C 431E MAP DATE: 4- j—d9- _— FIELD DATE I ORDER NO. BOUNDARY 4-23-99 9870 UPDATE ,5-10-04 32?_ h,5 UPDATE 5-30-08 45168 8Y: ,//)(JR ' CHECKED BY: I--