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Home My WebLink About114 Wilson Bay Ct (2)r— RECEIVED 'AUG 1 0 2006 CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: 114 Lt; l KcA So,, CA � ��• f L � � � � Description of Work: —XT ysWVw .SC4*w6*C[aS(/rQc /A2oy pp�L Historic District: Zoning: Value of Work: $ ti Permit Type: Buildin�_ 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 X_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 0�0 " JCl 1 -06W -GW$O (Attach Proof of Ownership & Legal Description) Owners Name & Address: -Ni 14 S�tvi td.tnii� e5Z uIA 6uicrrt K f (L1 WI 156.1 cv�L-- Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: 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 requirements of this permit, there may be additional restrictio pit ble to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entii such as management districts, state armies, o: federal agencies. Acceptance of ermit is venficatio that Ino ' the owner of the property of the irements of Florida Lien law, Signature of Owner/A Date Signa re of Contract r/Agent =ntractor/Agent'sPrint Owner/ nt's ame PrName Signature ofNotary-Stateof lorida Date Si °.00ctgG Notary Public State of Florida ::. Notary Public - Sia of r ^, Frederick Alan Hale Jr - • ; i ; AAy Commission E xplm Owne Agi; ` PeMiStia4TWAJftWQ3 Contra t g P duce,4D° �'2t1 �.� odu d��)P'�~_ r'S 06 BY Nafienal Nota APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initis & Date) (Initial & ate (Initial & Date) . Special Conditions: _ /Move -!;6ree-o'? &"e7C 0,6&r'Z W, • tate /lo/v TE 25,2010 (Initial & Date) 1,02 41,114 This Instrument Prepared By: Name:_ Address: �=�-- Permit No. Tax Folio No. CFRTIPED COPY RSE NOTICE OF COMMENCEMENT LERKv F CIR CIRCUIT SEMI 0 1 {JN Y, FLORIDA STATE OF �t1 � ti i COUNTY OF 6�zV � % �� ` BY v P THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address V available) (VT 41*c M4-Aiu UN I T,,210 (X fCS-10 If// -29"k`x 114 W e �'1! Jay �rF ro filll 2. General description of improvement: 6CJ'Q--'Z'1l 3. Owner information: a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address' b. Phone number: / �� _ , �; ` C+� c. Fax number (optional, if service by fax is acceptable): 5. Surety:(7 j a. Name and address:` _ /) b. Amount of bond $ c.Phone number: 1111111111111 iii 11 oil 11 all 1011111e Ii 11111111 M 0 Ifs EDI WIN d. Fax number (optional, if service by fax is acceptable): 6. Lender: MANYraNNk 141111%-.1 CLYRK W CIRCUIT G'fI11RT a. Name and address: SENINIJLE COUNTY b. Phone number SCK 06366 Rg 0077; t Mpg) c. Fax number (optional, if service by fax is acceptable): CLERK'S # 2006129719 R�C[Mbfz-:D 006129719R�t't11iDI�D 08/10/006 0S.43lik% PH 7. Persons within the State of Florida designated by Owner upon whomiis� �t�iet'd�tents may be serve As provided in section 713.12(1)(a)7., Florida Statutes: R6l t1 ilk -'b BY L McKinley a. Name and address: b. Phone number: c. Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: c. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement ( the expiration date is 1 year from the date of recording unless a Different date is specified) So! t and subscribed before me by ih �1 t Vli) NtU'i'1� who is personally known Owners Signature tome or produced 6 as identification, Printed Name N' and who did take an oath, this 9 day of 2006 Signature of Notary: Printed name of Notary: c��Y out Notary Public State of Florida Commission No./ Expiration: r Frederick Alan Hale Jr o My Commission DD473645 Seal: OF f-°' Expires 09/1912009 Owners Name 1r� Owners address t Driver License ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS Power of Attorney Company Representing: Specialty Construction and Design, Inc. 2789 South Financial crt Sanford Florida 32773 I hereby name and appoint Danielle Paquette Specialty Construction and Design Inc. to be my lawful attorney-in-fact to act for me and apply to 41�rd for a pool enclosure permit for work to be preformed at a location described as: Parcel # o o� — Iq — 3b — 150 � Oldb-- bb Legal _ Address 1 (-A cao �) Owner And to sign on my behalf and do all things necessary to this appointment. Card Holdwz Dennis Rupert License Number: SIGNATURE ) The foregoing instrument as acknowle before me thi,5-3-- day of ►fit , 2006, by Dennis Rupert who is personally known to me. 0 Notary Signatur ( _�?c Print Name 12T 6` State of Florida County of Florida—Seminole My commission expires 1 ' 01 S1- 1-0 cr<RY A. QUETTE �lotary Public - State of Florida aMy Commission Expires Jan 25, 2010 Commission # DD 510943 ,4;�,•�� Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number DAVID JOHNEPOM, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTYFL. 1101 E, FIR5T ST SAMP0.0, FL32771-1468 407-665-7505 7d R TA 3=3M.' Z., �wwewMe■s W Page 1 of 1 SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 12/2005 06060 0284 $248,200 Improved Yes Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 40,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $589 2005 Tax Bill Amount: $589 Save Our Homes (SOH) Savings: $0 2005 Taxable Value: $29,500 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS:Pick. Value LOT 268 PRESERVE AT LAKE MONROE $40,000 UNIT 2 PB 66 PGS 10 & 11 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2005 9 1,447 3,157 2,721 CB/STUCCO $178,021 $178,916 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft UPPER STORY FINISHED / 1274 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '"' If you recently purchased a homesteaded property your next ear's properly tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=22193050300002680... 8/10/2006 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-503-0000-2680 Number of Buildings: 1 Owner: SIMMONS STEPHANIE & PHILIP Depreciated Bldg Value: $178,021 Mailing Address: 114 WILSON BAY CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $40,000 Property Address: 114 WILSON BAY CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2 Just/Market Value: $218,021 Tax District: S1-SANFORD Assessed Value (SOH): $218,021 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $193,021 SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 12/2005 06060 0284 $248,200 Improved Yes Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 40,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $589 2005 Tax Bill Amount: $589 Save Our Homes (SOH) Savings: $0 2005 Taxable Value: $29,500 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS:Pick. Value LOT 268 PRESERVE AT LAKE MONROE $40,000 UNIT 2 PB 66 PGS 10 & 11 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2005 9 1,447 3,157 2,721 CB/STUCCO $178,021 $178,916 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft UPPER STORY FINISHED / 1274 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '"' If you recently purchased a homesteaded property your next ear's properly tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=22193050300002680... 8/10/2006 371/11 S i rmn,Q ip� '706 LM (IN 1.✓"Itirvt, P, oy C4, y,, 711(, -1 � I �XNkI �% y Y g x e �3/�l D S 3`°/ sJ x 8 g x X Yx 371 —PI-17i- xiri7s% C4rc 47% L 1J, HP,! l,'h 371/11 UY — I 1 !/y Z Q r- y,, 711(, -1 � I �XNkI �% y Y g x e x g X X 8 x 8 g x X Yx x c -t C4rc EI.+c. L 1J, HP,! l,'h I- lit, F I:►"r 1xz 107S�X t07 7 3�5%K i. l-7-qi W shtIc P 10 1"t 1/1. xar'vff I 119 1(9 /Y 3 x 3 I-IV Sf f(p(f, G„ 'tY' 11314 Al, 113 V6 Nd,4~063) c F1, No ��hy1c. x! 7 3 2 p 1-Y iYr; C�,�y brr, _ 1 G3�� // p. (` . a COY, w C -A) c/ W b Z Q r- y,, 1�1�5� x Iii O I �XNkI Rall! 9/" y Y g x e x g X X 8 x 8 g x X Yx x c -t C4rc EI.+c. L 1J, HP,! l,'h I- lit, F I:►"r C1r�e ° t07 7 (` . a COY, w C -A) c/ W b Z Q r- y,, 1�1�5� a Iii O I �XNkI Rall! 9/" q �1 r 1� 77l3Y <17' � 1671 Q _!T_ -77 X L d cz I g c -t C4rc \ t07 7 (` . a COY, w C -A) c/ W l'7'�i. Z Q r- w //�� Nj N o 1= LL ti `'4r Iii O I �XNkI Rall! 9/" q 36 (` . a COY, w C -A) c/ C.) k 61 (,1 6 lave (0 �k5)cl0 -7 l'7'�i. 7 ,�y 17 1 ).xNx2>, I G -P lit, ('0. 1.G I �XNkI Rall! 9/" q 36 y3 1� 77l3Y 73�Y g 1x1X19(G _!T_ -77 X % 7 Y C.) k 61 (,1 6 lave (0 �k5)cl0 Lv I 1_x q), 16 3 �-,xq s� � N 3' I G'' ILS 1,f I(nc 1 ).xNx2>, I G -P lit, ('0. 1.G C.) k 61 (,1 6 lave (0 �k5)cl0 Lv I 1_x q), 16 3 �-,xq s� � N 3' I G'' ILS 1,f I(nc 1 ).xNx2>, I G -P lit, ('0. I �XNkI Rall! 9/" q 36 y3 1� 113 C.) k 61 (,1 6 lave (0 �k5)cl0 vpv��s I 1_x q), 16 3 �-,xq s� � N 3' I G'' ILS 1,f I(nc 1 ).xNx2>, I G -P lit, ('0. I �XNkI Rall! 9/" -- �I IKIx 17 -1- r 1 )o q It 1XIXI-1 0 Oxy r:I"ILC g 1x1X19(G 1 iXK EId- e 7:X6k : IL z "XGx10 ,cr I 2X(((�a1�01-y I )x)Po1(r 10' I, TVra`"r o Pco i b 1�r11�af 11 (c,t (e 1 1q'SI��(,re�(Aal��,r l �v Ij/8tiztt�/1tf (.a!( SDlly rd Atko,j January O1, 2006 LAWRENCE E.IBENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 86-767-4774 TO ALL BUILD',ING DEPARTMENTS Re: Master Fll;ile Engineer' ng "ALUMINUM' STRUCTURES DESIGN ME 2404 edition & 2006 edition NUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/Com an is hereby authorized to use m �� P Y DESIGN MANUAL" during the r 2004 ed ALUMINUM STRUCTURES h and distribute the 2006 ed of the r"ALUMINL2006. MeSTRUCTURESSDESIGN MANUAL they will beauthorized to use that manual for the remainder of 2006.. Our authorization is based on a Januar of the edition of the manual,' Y to January basis re contractor master file drawings ONE This authorization also appl�srdoess "site specific" drawings thatl"may furnEishItheNcontractorgs or any Dennis Rupert CGC047510 Specialty Construction & Design 2789 So Financial Ct Sanford, FL 132773 They are hereby added to my 2006 MASTERFILE LIST Should you have any ques ns'please contact me at our convenience. Y Sincerely, Lawrence E v 2EVIEWED L'MRD s , i' I. Design Check List for Pool frnclosures tpatle 1 of at Design Check List for Pool Enclosures tpaae 2 of a) r 1. Design Statement 0. Wall cables or K-bradng sizes shown In wall vlewa , `-' These plans have been designed in accordance with the Aluminum siructuree Design Manual by es D Al minBuildlnp Lawrence E. Bennett and are In compliance with the 4, Highlight details from the Aluminum Stniewres Design Manual: A. Beem & pudln tables with slzj; ihiekness; epadng, dspans %lengths Yes — No Red Code, Edition, Chapter 20; Exposure 'a' or'C' Open Building; Impedance Factor 0,77; Negative (tables 1.1 S 1.2 or 1.8 & 1.0) ..... .. LP. C. 0.00; 160 MPH Root Load & 120 MPH orLoad, ___MPH Well F for 3 second gust velocity load; Design pressures are 10 PBF for roofs & 14 Pgp or,—pgF for 8. Upright & girt tables with size, thickness, spacing, &spans /lengths (tables 1.3 & 1.4) ' � wails. Notes: wind Velocity zones and exposure category Is • • .. C. Table 1.0wMh beam & upright comblnaeon.. ✓ — determined by local code. Minimum design load of 10 PSF for all roof loads prevents any conversion of roof toads. Deal D. Connection details to be use such es " — con8er8lon multipliers are on page 1•11: pressures end 1. Beem to upright . .... 2. Nest StructureI. Structure Adequacy statement: 8earn to wa8. .. .. � — I certiry, that I have Insincted the host structure and It Is Ie good repair and ettachmenb made to the structure will be adld. & . Seem to beam 4. Ch Ir rail, purine, & knee braces — ' Dennis Rupert . ... , & xtnlded puttercannectlone e. — 407-328-8776 Contractor/ Authorized RA Name Fhone:�T. p' (please pdM) Angle todock and /or tole plate •. Anchors go through psvers into concrete — & Minimum looting and/or knee well details. ' Contractor/AuthodzedRep•glgnatwe Dete•• 0. Cable or K- brace details section 1 . ;; Nota: H the total of beam span & upright height exceeds 66 or u Upright height exceeds 20', ells epecNle englneerinp is required. Wag ares calculations for cables: W 1° well Width, H -wen height, R e rhe 3. Building Permit Application Package contains the foliowlnip WI . width 0 top of mansard, W2 • widlh a top of well A. Project name & address on plana Yes No Example 1: Flat Roof .......... . . ..... B: site plan or survey with enclosure location ... , .. ,....... C. Contraotot'e / Designers name, address, phone number, & signature on pane .. , _ D. Notice of consumer rights attached and Irrigated — Front wag save: R x __1L 5 a Largest wft ft' by consumer - E. Enclosure layout drawing "' • .V _ 9 1/B or with the fallowing aide well: x�JL ft'r� 60 °A W HH e b , .... _ . ..: - 1„ Plan view with host structure enclosure length, projection Imm hoot structure, end ell dlmonaloris Total area / (233 ft'/ cable for 3/32")'__ceble Dein TOTAL ft' ••• P. Froht and aide elevation views with all dlnienslohe & hetg�ta , , ✓ Nola: oc Total area / (446 ft' / cable for 1/8'),b ...r_cable pairs .. All mansard vrell dravilnps shell include menser8 panel et the top of the well.. gide wall cable calculation: it 0100%-. 3. Beam location (show in plan & elevation view) &size (Le. 2" x 8' X 0.07T x 0224") side well area / (233 ft' / cabl'e for "21 1'_cable(a) ft' 4. Upright location (show.In plan & elevation view) & size � � • � � � • � � � � • � ✓ ' (I.e. T x 8" X 0.077' >t 0.224 ) . ........ side well area / (445 ft' / cable for 1!8") '114—cable(s) ......:.................. Upright &well member ehawebleheight/ span conversions from 120 MPH indY6n9,'B'ExpooUrsto_ MPH, wind zone anti/or 'C'Ecpoeurefor load Width Look up span on 120 MPH table end apply. the following formula: --- - -I -• .•._ ;-- ' S086 / Height Q 120 MPH Required Converted Open (bord)x_(bord)x_,•_(bord)=" VNnd Zona Multiplier • �LLJ Exposure Multiplier ' Appropdate mullpller from page tel. 8. Chair roil & girt size, length, & spacing (i.e. 2" x 2" x 0.044" x 7'.(Y'@ 01•0" O.C.) ........... �/ , S. Save roll size, len """"""""• • • • • • • • -- gfh, epaMnp'end etltohinp of VA 1"x7107'x2"x7'-0'Q0'-10,,Q0.)................. ✓ . • _ 7. Hnolosurs roof diagonal bracing in plan view, .. , , . „ •.. , , , 8. Knee broces length, location, & size (Le. 2"x 3!'x 0.046" for 2" x a" x 0.072".x 0.724" SM8) .. • , .......... Must have attended Engineer's Continuing Education Class with In past two years. b 1 I _ t . b•2 Design Check List for Pool Enclosures (page 4 of 4) PURLINS (TYP.) Example 4: Mansard Roof SCREEN (TYP•) Front wall@save; ILx�n.._R.•�100%_ _fL' W H a Frontmansard.dsa':R 8.x1/2 w R•+ n)= R'®100%=. _R.+ w2 b ALTERNATE CABLE Largest aide wall' _ft. P 1" x 2" (TYP•) W H a GRADE Largest side mansard rise': fl. x 112( ft. + ^ft.) _ JI•' a 50 S6 = , _ ft. R W1' W2 d (SEE DETAILS SECTION TOTAL w -n'` Total area / (233 ft! / cable for 3132') o sable palm DOME ROOF -ELEVATION or Total area / (445 R.' I cable for 1181) = _cable pairs SCALE: NJ.& Side wall cable calculation: _ft'+ ft! =�R' 100 % _ _ fl? O d REQUIRED W t = cable(s) Side wall area 1(233 n' I cable for 3132')or j ! PURLINS (TYP•) I Side wall arae I (445 V/ cable for 1/8 =_ceble(s) I DIAGONAL ROOF BRACING SECTION 1) Example 5: Dome Roof (SEE SCHEMATIC CABLE BRACING Front dome wall Q save: _ft, x ------ =lR 100 % a - fl! W H a :. Front dome rise': x 112( ft) ft' ®100 %. fL' ___ft. R W b sw I Largest aide wall: --ft _R'Q50%_ •, .: _ft:' W . 'H o (SEE TABLES 1.3 AND 1.4) i 1 Largest side dome rise': ft. x it _ R' 50 °6 a _ ft•' ' R W d CONNECTION DETAILS AND NOTES u. TOTAL -ft.'. Total area / (233 ft.' / cable for 3132') =_cable pairs - -. CIVIL ENG. ER• DEVELOPMENTGONSULTANr p.O. sox e4ep06 SOTH HbN U1� nT67♦t714 Le]I]t or Total area / (445 ft.' / cable for 116') Q cabla pairs N,x: (3901767.!939 , Side wall cable calculation: �tt' + -ft-' �R' ® 100 % _ _- fL■ C d Side wall area 1(233 ft.' / cable for 3/32') a _cabla(s) 0 GOPYR9 "71004 NOT 79 Bfi PEPRODUGED IN WHOLE ON IN PART or_._.._ .............. Side wall area/ (445 V / cable for 118') =_cabla(s) Notes: b4 I SECTION 1 SCREENED ENCLOSURES PURLINS (TYP.) SCREEN (TYP•) �Wl CABLE CONNECTION ("' (SEE DETAILS SECTION 1) I ALTERNATE CABLE 1" x 2" (TYP•) (SEE TABLE 1.3) GRADE CABLE CONNECTION 1) (SEE DETAILS SECTION K -BRACING (OPTIONAL) GIRT (TYP•) TYPICAL DOME ROOF -ELEVATION SCALE: NJ.& RISER WALL WHERE EXISTING STRUCTURE REQUIRED W t UM ALUMINBEAM j ! PURLINS (TYP•) I _ (TABLE 1.1 OR 1.8) L I DIAGONAL ROOF BRACING SECTION 1) - SIZE MEMBERS PER APPROPRIATE TABLES (SEE SCHEMATIC CABLE BRACING H K -BRACING (O RT (TYPIONAL,' sw I SCREEN (TYP.) ✓/ PERIMETER WALLS FRAMING ALUMINUM COLUMN$ (TYP•) (TABLE 1.3 OR 1.6) (SEE TABLES 1.3 AND 1.4) i 1 1- x 2° (TYP.) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. ARE FOUND IN THE SUBSEQUENT PAGES. CONNECTION DETAILS AND NOTES Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENG. ER• DEVELOPMENTGONSULTANr p.O. sox e4ep06 SOTH HbN U1� nT67♦t714 Le]I]t N,x: (3901767.!939 , .P.A09__ 0 GOPYR9 "71004 NOT 79 Bfi PEPRODUGED IN WHOLE ON IN PART WITHOUT THE WRITTENPERIAI9910N OF LAWRENCE !. BENNETr, P's I SCREENED ENCLOSURES _ SECTION 1 SECTION 1 .SCREENED.ENCLOSURES � . ui � STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE (� 3 d r COMPOSITE 2-"X* "®E GIRT SPACING / 2 ->I^• SPACING/2 SPACING/ 2 + 2 x 8 BEAM -SCREEN ROOF / 0 SPACING 12 BEAM SET SPACING S2 Q SCREWSIZE� o (SEE TABLE 1ANE Up BEAM SET SPACING _ STRAP LOCATION FOR SUPER OR EXTRUDED POST ' GUTTER REINFORCEMENT (SEE TABLE SCALE: 3/8" =1'-0' 45' * 1.3) 2"x " z 0.050" STRAP @ SCREEN (MAY FACE IN OR OUT) EACH BEAM CONNECTION AND ® 112 BEAM SPACING W/ IF KNEE BRACE LENGTH 1 (2) S.M.S. PER STRAP EXCEEDS TABLE' 1.7 USE _ ( (SEE SECTION 8) LENGT F KNEE ACE CANTILEVERED BEAM; ALTERNATE 2" S.M.S. OR LAG SCREWS CONNECTION DETAILS TRANSOM (SEE SECTION 9) UPRIGHT (2) 2" SCREWS (SEE SECTION 9 FOR SIZES) 2"STRAP-LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 \ \ REQUIRED KNEE BRACE MINIMUM SIZE AND \ \ \ SUPER OR EXTRUDED CONNECTION (SEE TABLE 1.7)® KNEE BRACE ATTACHMENT J SUPER OR SOFFIT EXTRUDED ; \ GUTTER 8" ABOVE TOP OF GUTTER —_/ ® GUTTER \ b. ANGLE OR RECEIVING (MAX.) 2"x 2' ANGLE WITH (4) S.M.S. • ® CHANNEL (SEE SECTION 9 (SEE SECTION 9 FOR SCREW FOR DETAILS) SELF MATING BEAM J SIZES) EACH SIDE TO BEAM (SIZE VARIES) _MAX. MAX. DISTANCE FROM FASCIA TO SUPER OR EXTRUDED ` _ GUTTER —` - 1 DISTANCE TO BEAM CAP TO HOST STRUCTURE WALLHOST STRUCTURE 24" .E.r FAIitRNS MAY VARY L4 0,1THOUT SITE SPECIFIC FASr_.in enln eLig_e SCIA VA.I!THOUT SIT. (SEE TABLES OR NOTES FOR ENGINEERING SPECIFIC ENGINEERING size AND NUMBER of SCREWS) SUPER.OR EXTRUDED GUTTER SELF MATING BEAM CONNECTION TO SUPER RISER (OR TRANSOM) WALL AT FASCIA DETAIL 2 OR EXTRUDED GUTTER SCALE: 3"=1'-0" SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 Lawrence E. Bennett, P.E. FL # 16644 • CIVIL ENOINEER. OLv&o MENTCONSN.TAw PO. BOX 714780, SOUTH DAY TOM& PL 77,71 CIVIL ENGINEER. OEVELOPMENTCONSULTANT P.O. BOX 214388, SOUTH OAYTONA, PL 87121 "- - TELEPHONE' (388)7874774 - TELEPHONE! (300)78T4T74 - 0 COPYRIONT 7004 - _ PAGE _ PAGE NOT TO BE REPRODUCED M WHOLE OR M PART WI7HOUi THE WRITTEN PERMISSION OP LAWRENCE E: BENNETT, P.E. 1-21 e ® COPYRIOHT7001 1-26 NOT TO BE REPR000CEO IN WHOLE ORM PART WITHOUT THE WRITTEN - - I- . PERMISSION OF LAWRENCE B. SENNETf, P.E. SECTION I SCREENED. ENCLOSURES SIDE WALL RAIL (2) #2 x 2A/2" $,M.S. TOE SCREW INTO BEAM AND/OR SIDE WALL RAIL EXTRUSIONS W/ INTERNAL WIND BRACE x 2" EXTRUSION 1"x 2" EXTRUSION WIND BRACE CONNECTION DETAIL SCALE: W -l' -O" NOTES: 1. Wind bracing shall be provided at each side wall panel when, enclosure projects more, than (4) panels from host structure. Lawrence E. Bennett, P.E. FL # 16644 CONNECTING BEAM W1 CIVIL ENGINEER . DfiVOLOPMENrCONSULTAmr P.O. BOX 214308. SOUTH DAYTONA, FL 32121 TELEPHONE: (354)7474774 FAX; 1366) T07-0000 PAGE GO YRIGHT2904 1-36 NOT TO 86 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE a. SENNETT, P.R. SCREENED ENCLOSURES T SECTION 1 CONNECTOR MAY BE (2) EXTRUSIONS W/ INTERNAL ANGLES, INTERNAL 'U' SCREW BOSSES MAY BE CHANNEL OR EXTERNAL'U' CONNECTED W1 (3) #10 x 1-112" CHANNEL EACH SIDE OF INTERNALLY CONNECTING BEAM W1 SCREWS (PER SECTION 9)' CARRIER BEAM (SEE TABLE 1.6) o MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTHPRIMARY BEAM -(SEE SECTION 9) (SEE TABLE 1.1 OR 1.8) CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3* V-0" BEAM TO WALL CONNECTION: • (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ALTERNATE: ANGLES ATTACHED TO WOOD 1" x 2",1" x 3" OR 2'x':"'FRAME WALL WJ MIN. (2) 3/8"x ATTACHED TO WALL W1 #10 x 2" LAG SCREWS PER SIDE OR 2' S.M.S. @ 116' D.C. TO CONCRETE W/ (2)1/4" x 2-1/4' ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM HOST STRUCTURE MASONRY DEPTH LARGER THAN 3' OR FRAMED WALL (SELECT FASTENERS FROM O AD ALTERNATE CONNECTION: SECTION 0 TABLES) LU (1) 1-3/4" It 1-3/4" x 1-3/4"x 118' INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME PRIMARY OR MISC. FRAMINGSCREWS WALL W1 MIN. (3) 3/8* x 2" LAG OR TO CONCRETE BEAM (SIZE PER TABLES) OR MASONRY WALL W/ (3)1/4' ANGLE OR RECEIVING x 2AM" NCHORS OR- - DO -(1) CHANNEL ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEIiI.DrVCLOPMENTGONSULrAMr P.O. BOX 214308, BOUT" DAYTONA, FL 32121 TELEPHONE: .LEPHONE: (364)707-4774 FAX: (330761-8554 COPYRIGHTION NOT TONS REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OP LAWRENCE E. BENNETT. P.E. PADS 1-37 r Lawrence E, Bennett, P.E. FL # 16644 CIVIL ENGINEER • OSVELOPMENr CONSURTANr P,O, BOX 214787^70UTH OAYTONA, FL 02121 ® C07YR1OHT 2004 ►qGC I NOT TO SS.RCpgODVCED IN WHOLa OR 0/PART WITHOUT.THe WRITTEN PERMISSION OF IAWgENCB E. BENNSTT p,E,. ►A0!', 1-40 ® COPYRIOHT2004 l 139 NOT TO CC REPRDOVCEOR WNOLB OR IN FART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. R@NNETT, P.E. 9, I I - - e l 9 I L_ SCREENED ENCLOSURES SECTION 1 SECTION 1 SCREENED ENCLOSURES ------------- PANELS'/ ELEMENTS HOST STRUCTURE CABLE BRACING.;..,.. BY HOST UNBRTO f ELEMENTS BRACED BY O 14th, STRUCTURE TO BE BRACED B i DIAGONALS I General Notes and Spec lfiCatlOnS: BY DIAGONALS IN PERIMETER PANELS (MIN.) — —' ALTE NATE .BRACING " PATT�RN, CORNER BRACES 1) The following shall apply to the Installation of cables as additional bracing to DIAGONAL brad o°r ELEMENTS STRUCT RE 0 BY HOST :� STRUCTURE CONNECTION j STILL REQUIRED enclosures: a) FRONT WALL CABLES - T x 7 OR 7 pool p� i CABLE OR -B x 19 STAINLESS STEEL BEAMS.LINS. AND / OR PUR j�-7-- K RACING (IN WALLS) CABLE DIAMETER TOTAL ALLOWABLE WALL AREA" i. 3/32" 1 233 S . Ft. IPA IR OF CABLES 1/8" \ ' \ 1 445 S , Ft. / PAIR OF CABLES ' TOTAL WALL AREA - 100 % OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: ' FRONT WALL AREA®100%. (8' x 32') a 258 Sq. Ft. SIDE WALL AREA C 60"/, (6'x 20') 4 80 Sq. FL TOTAL WALL-AR 233 Sq. Ft, x 2 sets = 466 Sq. FL > 336 Sq. Ft.; thus two sets of 3/32' cables Is required. i o f b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL i. N BLE DIAMETER CA3/32 SIDE A L WL CABLE,', a ONE PER 233 Sq FL OF WALL VB %" ONE PER 445 S • Ft. OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. FL ' c) To calculale the required pairof cables for free standing pool enclosures use 100 % of area 8 each ar 50% of the area of one adjacent wall. welt NOTES:, CABLE TYPICAL LAYOUT BEAMS OR PURLINS — 1. Where wall height Is such that a girt is required between the lop or save rail and the chair rail, a mid -rise gid), then the front wall shall have two cable pairs and they shell be attached to (Le. OR . ' N ING the top rail and the mld-rise rail. If more then one additional gid Is required between the top or save rail and, the chair roll, then there shall be an additional front WA (IN ALLS) _CABLE OR wall cable pair at that gid also. 'Wells EACH DIAGONAL TO BE . FeeteuEv K -BRACING .2. (IN WALLS) able Sidedo not ay be attached requireIs gra 1 than 233 Sq. Ft The side well t the mid dse girt or the top the side wallrejirea greater an c'ACi°t EN13 W/(2). EACH #10 S,M S: (MIN.) 2 x 2 (MIN) ROOF DIAGONAL,. MEET WALL AT WALL BRACING 3. Standard rounding o8 rules apply. Is: If the number of cables calculated Is less than 2.6 (POOL ENCLOSURE SCREEN . nr. _.._-._... ROOF AT CORNERS (TYP,) MAY BE FLAT; GABLE,: MANSARD r1n7Ae nee I „�. pairs use Iwo cables; it the number of cables calculated Is 2.5 pairs or greaser use 3 pelrsbf cables. Lawrence E, Bennett, P.E. FL # 16644 CIVIL ENGINEER • OSVELOPMENr CONSURTANr P,O, BOX 214787^70UTH OAYTONA, FL 02121 ® C07YR1OHT 2004 ►qGC I NOT TO SS.RCpgODVCED IN WHOLa OR 0/PART WITHOUT.THe WRITTEN PERMISSION OF IAWgENCB E. BENNSTT p,E,. ►A0!', 1-40 ® COPYRIOHT2004 l 139 NOT TO CC REPRDOVCEOR WNOLB OR IN FART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. R@NNETT, P.E. 9, I I - - e l 9 I L_ SCREENED ENCLOSURES SECTION 1 (6) #10 S.M.S.(MIN.) 1/8" x 1-1/2" x B" FLAT BAR STAINLESS STEEL CABLE ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) d NOTE: y/y IN. 3-314" SEE PAGE 141 FOR NUMBER Sa (4" NOMINAL] 0.125" PLATE OUT ON 45- ANGLE 7 EYE -BOLT OR TURNBUCKLE FOR / CABLE TENSION---=—JJJ STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 jF SCALE: 3" =1'-0" A .' ALTERNATE: USE (1)1/4" x 1-1/4" FENDER l WASHER EACH SIDE OF ® FRAME MEMBER P EITHER A OR B 1"x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED #10.x 3/4" ,S.M,S. EACH SIDE:.- ®®®® (TYP.) FOR CABLES01011, R o x 6 10 x 40 WELDED "'IRE MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3"- V-0" - SCALE: 3" = 1'-0" # 16644 neQ(3asim-ou Lawren;TEL;EPHONs: Lawrence E. Bennett, P. E. FL# 16644 CIEYELTANT CIVIL ENGINEER • DEVELOPMENT CONSULTANT , SOU2121 NE: P.O. BOX 214358, SOUTH DAYTONA, FL 32121 TELEPHONE: (385) 7874774 (306MOB,1NOT FAX: 13807875650 ' TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTBN PERMISSION OF LAETT. 1-4 1 SCREENED ENCLOSURES SECTION 1 2" x 2" x 0.125" ANGLE 2-1/4" x 1-1/2" CONCRETE STAINLESS STEEL CABLE ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) d NOTE: y/y IN. 3-314" SEE PAGE 141 FOR NUMBER Sa (4" NOMINAL] OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF ... SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 6071V FOR 3132" CABLE AND 5940 FOR 1/8" O CABLE, FOR 3132" CABLE (1) � ; 1/4"x 1-7/2" CONCRETE � ANCHOR (MIN.) Q 5d MIN: P 5d (MIN.) 6-1/2" (8" NOMINAL) u SLAB (MIN.) - 5d (MIN.) 2500 F.B.I. CONCRETE o x 6 10 x 40 WELDED "'IRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C- - SCALE: 3" = 1'-0" Lawrence E. Bennett, P. E. FL# 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214358, SOUTH DAYTONA, FL 32121 TELEPHONE: (385) 7874774 FAX: 13807875650 ' ® OOPYRIaHT2004 NOT TO BE REPRODUGED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. q 1'43 SECTION 1 1"x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS V MAX. EACH SIDE OF EACH POST AND 24" O.C. MAX, SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 5 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SCREENED ENCLOSURES SCREENED ENCLOSURES A ALL CONCRETE ANCHOR BOLTS TO BE RAWL EXP ANSIOI,BOL POST SIZE 2"x 4" MAX SECTION 1.. )UIVALEN.T SECONDARY• C'R 2 x.(d 2) x 0 083 ANGLE. tf VARIES �» S EEN EACH SIDE OF COLUMN )9 _ rPRiMARY.2.x2' x2' x 0.083" ANGLE (SEE SCHEDULE PAOE'1r61) (4"SHOWN) (EACH SIDE 2-3/8" BRICK'.PAVERS ® ®I' (2) 010 x 3/4" S.M.S. EACH SIDE / THIN SET BETWEEN. CONCRETE'AND PAVERS. ' ®"®- 1"x. 2" O.B. BASE PLATE (TYP,) 5d• MINIMUM'EDGE DISTANDE FROM EXTERIOR OF COLUMN' TO OUTSIDE EDGE OF SLAB SIDE WALL POST TO PLATE TO CONCRETE DETAIL CONCRETE MCHOR. soLre 'Bd DI9TANCH (SEE SCHEDULE PAGE 1-48) d 1/4•.. IA/4 SCALE: 3" a 1,-0„ �, 4 •' d • ' 1"x 2" EXTRUSION ANCHOR 3000.P S.I. CONCRETE 2" x 21 2" x 3" OR 2" k 4" TO CONC W/ CONC ANCH 8" GRADE MAX. EA SIDE OF EA4 POST HOLLOW SECTION. NOTE: DETAIL ILLUSTRATES • ' ." 1-1/4" (MIN.) CONCRETE AND Q 74" O.C: MAX. SELECT (SEE TABLES) TYPICAL 2"x 4" S,M,B. ANCHOR EMBEDMENT -COLUMN CONNECTION CONCRETE ANCHORS FROM MIN. (3) #10 x 1-1/2" S,M.S. INTO ._..___- 2 (MIN.j SECTION 9 SCREW BOSSES " SIDE VIEW PRIMARY 2" MIN. 3-1/2" SLAB 2500 P.S.I. CONC. 8 x 8 =10 x 10 W. W.M. OR FIBER MESH CONC. SIDE WALL HOLLOW POST TO BASE DETAIL SCALE: 3" n 1'.01, POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Specit)catlons: I. The uplltl load on a pool enclosure upright is calf d ' i/� h spacing x the screen load of 7# / Sq, Ft. M s baa"r span X the beam EXAMPLE: FOR A 2" x 8" BEAM WITH. A SPAN OF 23' AND A BEAM 8 UPRIGHT SPACING OF ?'USE: 2. Table 1.8 of this Manuel uses he worst caseloads for all cases. T 3. In all cases there must be a primary anchor within 6" of each aide or the upright, Lawrence E. 'Bennett, P.E. FL # 16644 cIWLENSIN6ER-omtoiO wNrcciNsuLrANr P,O, 96X 114368, SOUTH DAYTON& FL 92121 rELBPHONS: (988)TQT4714 FAX: (318)787-0666 .1-48 'Y wS I ® COPYRIOHT2'. NOT TO BE REPROOUCBD IN WHOLE OR IN PART WITHOVT THII WRITTEN PERMISSION OF LAWRENCE 8, BENNITT, p,B. BR1rK PAVcac -. L30001`.S.1.CONCRETE. IN SET BETWEEN , 6 (MAX.) MAX SPACINQ 24" O.C. NCRETE.LAYERS FOR 80TH SIDES FRONT.VIEW 1-1/4" (MIN.) CONCRETE ANCHOR EMBEDMENT OR LARGER SELF MATING SECTION POST TO DECK/PAVER DETAILS SCALE: 3" - 1':0" NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett; P,E. FL # 16644 CIWL ENOINEBR � OEVELOPMENTCON9ULTANr P.O. BOX 214368, SOL'M DAYTONA. FL 32121 TELEPHONE, (308)TBT4ri4.—.._--'__— ._.. - FAX: (388) 7674886 ® COPYRIGHT 2664 FAIR NOT TO BB R6PROOVCEO IN WHOLE OR IN PA RT WITHOVTTHE WRRTEN PlRM19910N OF UWRENcB B. BBNN6TT, p,g, 1-449 , xZ ANGLE (SEE SECTION 9). ' SNAP AL SELF OR MASONRY ANCHOR (cid 6" EA: - - - - - 1- CONCRETE.ANCHOR THRV SIDE OF POST AND @ 24" O.C. .. .. - `- PRIMARY ANGLE (Z) 010 x 3/4 S.M.S. EACH SIDE MAX. SELECTCONCRETE ANCHORS FROM SECTION 9 1"x 2" BASE PLATE (TYP.) CONCRETE ANCHORS ® 24" O.Ci SIDE WALL HOLLOW POST TO BASE DETAIL SCALE: 3" n 1'.01, POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Specit)catlons: I. The uplltl load on a pool enclosure upright is calf d ' i/� h spacing x the screen load of 7# / Sq, Ft. M s baa"r span X the beam EXAMPLE: FOR A 2" x 8" BEAM WITH. A SPAN OF 23' AND A BEAM 8 UPRIGHT SPACING OF ?'USE: 2. Table 1.8 of this Manuel uses he worst caseloads for all cases. T 3. In all cases there must be a primary anchor within 6" of each aide or the upright, Lawrence E. 'Bennett, P.E. FL # 16644 cIWLENSIN6ER-omtoiO wNrcciNsuLrANr P,O, 96X 114368, SOUTH DAYTON& FL 92121 rELBPHONS: (988)TQT4714 FAX: (318)787-0666 .1-48 'Y wS I ® COPYRIOHT2'. NOT TO BE REPROOUCBD IN WHOLE OR IN PART WITHOVT THII WRITTEN PERMISSION OF LAWRENCE 8, BENNITT, p,B. BR1rK PAVcac -. L30001`.S.1.CONCRETE. IN SET BETWEEN , 6 (MAX.) MAX SPACINQ 24" O.C. NCRETE.LAYERS FOR 80TH SIDES FRONT.VIEW 1-1/4" (MIN.) CONCRETE ANCHOR EMBEDMENT OR LARGER SELF MATING SECTION POST TO DECK/PAVER DETAILS SCALE: 3" - 1':0" NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett; P,E. FL # 16644 CIWL ENOINEBR � OEVELOPMENTCON9ULTANr P.O. BOX 214368, SOL'M DAYTONA. FL 32121 TELEPHONE, (308)TBT4ri4.—.._--'__— ._.. - FAX: (388) 7674886 ® COPYRIGHT 2664 FAIR NOT TO BB R6PROOVCEO IN WHOLE OR IN PA RT WITHOVTTHE WRRTEN PlRM19910N OF UWRENcB B. BBNN6TT, p,g, 1-449 , I SECTION 17 SCREENED ENCLOSURES DETAIL ILLUSTRATES TYPICAL 2"x 2'x 0.063" PRIMARY ANGLE CONNECTIONS EACH SIDE .SCREEN L 'd' VARIES #10 x 3/4" S.M.S. EACH SIDE 4" SHOW (SEE SCHEDULE NEXT PAGE) 1'x 2" O.B. BASE PLATE (TYP.) 6d' MINIMUM EDGE DISTANCE SECONDARY ® ®I FROM EXTERIOR OF COLUMN 2" x (d - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/ #10 ® 6) 0 6d DISTAN ROLT CE S.M.S. 114•. 1-va• (SEE SCHEDULE NEXT PAGE) .� -•.a . • 316" 1-713" CONCRETEANCHOR ; A GRADE (SEE SCHEDULE.NEXT PAGE) 1.1/4' MIN. CONCRETE NOTE: DETAIL -ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2'x 4" S.M.B. COLUMN 2" 6d CONNECTION (MIN.) (MIN.) SIDE VIEW 11) 4•,:— 1e'2x10 - I (10)114" TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN CONCRETE ANCHOR THRU (2) k10 x 3!4" S.M.S. EACH SIDE ANGLE OR WITHIN 6" OF PRIMARY 2" x 2"k 0.063"ANGLE UPRIGHT IF INTERNAL SCREWS INTO SCREW-- 1"x 2" BASE PLATE (TYR) BOSSES,, ' d L ® COPYRIGHT 1001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.S. PAGE 1X51 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1. 6-( 6" (MAX.) PAG NG.24_.O C = ==�0004kG =GONGRLT —"---- — - FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE; 3'- 1'-0" .. . NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett, P.E. FL # 16644. CIVIL ENGWEER•DEVELOPMPf7TCDNSIILTANr P.O. BOX 214360, SOUTH DAYTONA. PL 32121 TELEPHONE: (300)7074774 FAX: (300) T07i0'JO PAGE ® COPYRIGHT 0004 1.50 NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. EENNETT. P.A. SCREENED ENCLOSURES SECTION 1 DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9' SUB CONNECTIONS CONCRETE DECK EDGE 2"x 2" PRIMARY ANGLE SCREEN VARIES - 6d (MIN.)' 2-112" (MIN,) SECONDARY 2" x 2"x 0.063" ANGLE (SEE SECONDARY RPFed DISTANCE "— ANGLE ANCHOR SCHEDULE ® ® 1N" 7.114" AND SECTION 9) CONCRETE ANCHORS INTO " 1" It 2" O.B. BASE PLATE (720.) ® ® PRIMARY AND SECONDARY ANGLES #10 x 314" S.M.S. (TYP.) S.M.S. STITCHING SCREWS 2 "It S.M.B. COLUMN (9l 24" O.C. FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) _ _ TOP VIEW POST TO DECKD ETAIL SCALE: 3" = V-0,. Secondary Anchor.Schedule Size .TGlpl - - Total - S.S. Concreb Anohors #10 z J14" S.M.B. (4)114' 6 . .... ..... ...._. _. - 4 114"' 4 114" 10 WX8 8 114' 148 11) 4•,:— 1e'2x10 - I (10)114" Nolen: 1. Sae Section 91or additional anchor In(om7atlon. - 2. 8 cundary anchor schedule applies to side walls with uprights that are 2"x S' end larger. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENrcoNSULTANr P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)767.4774 ' FAX: (3116)76741668 ® COPYRIGHT 1001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.S. PAGE 1X51 SCREENED ENCLOSURES SECTION 1 WALL . SCREENED ENCLOSURES' A. SECTION 1 i 1/4" x 6" RAWL TAPPER a ALUMINUM FRAME SCREEN THROUGH 1".x 2" AND ALUMINUM FRAME SCREEN WALL ROWLOCK INTO FIRST - ANCHOR ALUMINUM FRAME COURSE OF BRICKS TO WALL OR SLAB W/ ' CONCRETE CAP BLOCK OR 1/4" x 2-1/4" MASONRY BRICK (OPTIONAL) }-- 1:AP BRICK ANCHOR (L� " . . OF POST ALTERNATE CONNECtION OF I0 BRICK KNEEWALL TYPE'S' S"X 6"x 16"BLOCK WALL AND 244" O.C. MAXIMUM SCREENED ENCLOSURE FOR `—_�7.MORTAR REQUIRED FOR (1) #5 0 BAR CONTINUOUS (MAX. 32"). BRICK OR OTHER NON=LOA D BEARING SRICK WALL STRUCTURALKNEE WALL o°i ; CONCRETE ANCHORS SHALL t1) #5 BAR .@ CORNERS AND "WIDE x 6.063 'THICK STRAP 10 1 4ONC CONCRETE SLAB EMBED INTO CONIC. THROUGH � 10'-0" O.C: PILL CELLS AND Cd3. EACH POST FROM POST To. J (SEE NOTES CAP BLOCK OR 13RICK.1-1/2" I " KNOCK OUT BLOCK TOP FOOTING W/ (2) #10 it 3/4" "` : CONCERNING FIBER MESH) COURSE W/3000 PSI PEAMIN. ROCK CONCRETE S.M.S.3/4" xRi 3/4" CONC ETE S.M. ALTERNATE CONNECTION OF (1) I /�— — DECK OR GROUND LEVEL ANCHOR TOS LAOS NO 4 SCREENED ENCLOSURE FOR. (3):#30* BARS OR (1)- . . BRICK OR OTHER NOW GRADE _ : �` BRICK-KNEE.WALL'AN • #T,P AR W/2.1/2 STRUCTURAL KNEE WALL 1" d RIB90N FOOTING OR WIDE x 0.083" THICK STRAP (Lr� MONOLITHIC IF MONOLITHIC b FOUNDATION FOR SCREEN'WALI.S "co ER EACH POST FROM POST TO SLAB IS USED (SEE NOTES OF FOOTING W/ (2) #10 x 3/4" 4 ' DETAILS NEXT PAGE) - - S.M.S. STRAP TO POST AND (1) ( ",SCALE!.3/4 1 0 (2) #5 0 BARS MIN. 2-1/2•' OFF 1/4" x 1-3/4" TAPCON TO SLAB' 2 0 MIN.' : 1/2 (TYP: GROUND — 2 #3 BAR CONT OR 11�6 # f # BAR CONT BEFORE SLOPE. ALL 9LA88 AR OR FOOTING ) 3 .� - C :• i. a' a KNEE WALL'FOOiING FQa.SCREENED ENCLOSURES SCALE: 3/4" FLAT TYPE A7 TMP IN TY ` 13- 1.0 11 TYPE Ill . SLOPE FOOTING MObER S PE FOOT G STEEP SLOPE FOOTING 0-21112* 2"/ 1.2"- V-101 „y n Notes for all foundation type: . 1. No footing required except when addressing erosion until the slab width In the direction of the prlmary exceeds . than a Ty0e footing Is required under the load bearing wall onlyUnless the side wall exceeds 1S R. In 6" height or the enclosure Is In a "C" exposure calagoryIn whlch case a Type II footing Id rgquised los ell walls. AL-UMINFIM-BTRFJ&TklRF 12� ----- _ 2. The loundatlons'shown ere.based on q minimum enlLhea�ugpreseuEenLl:,b00 F5 Bastin oe dol e(�o0— ALUMINUM STRUCTURE T (SIDE WALL ONLY) s e rYi (ba6�; using a poc el penetrometer. geld.soll lent -n, t do t ,; na lay to ba abogva i,500 rSr FOOTING 2500 PSI CONCRt1 E Vricr io piecing Itis Bleb. , (•,cL 1 nt/rvrWALLS) ..... W/ (1) #50 OR (2) #30 CONT. FOOTING 2600 PSI CONCRETE 3. The slab / foundation shell be cleared of debds and roots and compacted prior to placement of concrete. BARS MIN. 2-1/2"OFF GROUND BA (S MIN. OR (2) #5d BARS CONTINUOUS 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete. with 6 x 6 -10 x 10 Welded wire mesh or BARS MIN. 2.1/2".OFF GROUND crack control Ober mesh: Fibennesh Ie Mesh, InForce- e3Th1 (Formerly Fibermesh MD) per maufacturer's RIBBON FOOTING - TYPE 1 RIBBON FOOTING -TYPE 2 Specification may be used in lieu of wire mesh. SCALE: 3/4" =1'-0" 5. If local building codes require a minimum fooling, use SCALE: 3/4" 1'-0" Local code governs. Type II footing or footing sections required. by local code. = . SLAB -FOOTING DETAILS SCALE: 3/4". 11-0 Lawrence E. Bennett, P.E. FL # 16844 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OBVELOPMENT CON3lILTAN7 P.O. Box 214358, SOUTH DAYTONA, FL 22121 CIVIL ENGINEER • DEVELOPMENT CONSVLrAN7 TELEPHONE: (36) To 78r-1�4 P -O. BOX 214288, SOUTH DAYTON& FL 32121 _ FAX: (288) 78Y.85E8 - - - • V TELEPHONE; (388)M7-4774 '. ® COPYRIGHT 2884 FAX: 1380)T87.S . NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TNS WRITTeN PERMISSION OF LAWRENCE E. BENNETi, P. PAGE 858 - ® COPYRIONT 2581 AG! P '- 1-53 NOT TO 88R8PRODUcSDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEF.BENNETT,P,E• '(-55 SECTION 1 SCREENED ENCLOSURES .3'S" 4.4. 4'-0" 1 W4- 1 5'-8" 8'-0" 5'-s" Table 1.1 Allowable Spans`f6rPYlmery 9c'reeri Riiof Frame Mambas 2" x 2" x 0.044!' - Aluminum Alloy 8083 T-6 For Aroma with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'•00' North (Jacksonville, FL) .. Hollow sections 3'S" Tribute load Wldlh'W'+Beam Spacing Hollow Sections 31•0" 4'•0" 6'-0" 6'-0" 7'1" 8'•0" ' -0" 0'.0 - ••AllowableSpan' L'/bandng'b'or daflac9on'd'. Allowable 8 an'L' I banding 'b' or dellecllon'd' All. 2" x 2" x 0.044 - 0'-2" b B'-7" b B'-1" 6 T5" 2" x 2" x 0.044" 9'-10" b 1 8'-7" h T-8" b 6'-11' 6 5'-8' b 5'-1" - `"6'•8' 6 2"'x 2" x 0.055' 2"x 2")(0.055" - 10'•9• b 9'•4" b 8'4• b T-7 b T-1' b '8'-7""-6 - B'-9" b -- ' 2" x 3' x 0.045" 13'-4• b 11.41 bi 104' : b 1 9'-6' b 8'•9" b I'8' -2"-"b 1 7--B' - b ' 11'-r b I 10',11" 6 1 10'4" 2" x 4" x 0:050" 141-11 b 12'-8' b111-4- b 1 10'-4-: 6 1 9'-7• b 1 8111' "^b I 8'•5" ' 2'9x./' x 0.050'!. -:.. 13'-71 It I -02'51.:'b 11 11!:.' 6- b I 10 10 :.:: h 1 10'-4'., b I 0'-10" b '- - - Tributary Load Width W' •Beam Spacid . 8611 Mating$actions 3'•0" 4'•0" '6'-0» :. ` 5'-0" T-0" - ,5'•0" 8'-0":. .. Allowable Span'L'I banding 'Wo'deflection's' 2" x 4" x 0.044 x 0:100" 19'-11' b 1 17'4" b 1 15'-8' b 14'•2" b 13'-1" b .12'4! : b 11'-8• It 2" x 5" x 0.050" x 0.100" - 24'-9' b 21-5• b 1 119-4- b 117'.6- b 18'-2" b 111i.,2' b 14'-3•.. to 2" x 8" x 0.050" x 0. 20" - 28.7' b 24'•9• b 27-2" b 20.3" 6 18'-9" b 17!-8• -. b 18'5' h 2"x 7" x 0.055" x 0.120" 32'-3' b 4'-11' b 22'-9". b 21'-1': b •9' b -2r.3--b 111'•r b 2" x 7" x 0.065'.'w/ Insert.. -. 42'•10' -3.7(- b 0- - 28'.1' b' - , '-0" b 2" x 8" x 0.072" x 0.22 41'-7" b7-3" . b - 29'-6" b 27'-3" ' b 7157-V - b 24'-0' b 2" x 8" x 0.072" x 0.224" 45-1» b4.11: b 31'-11" b 29'-6" b 27'-8' b =b38'4' 28'-1" b 2 9" x 0.082" x 0.310" - 49'5" b 38'-4' b 36'-0" b 32'•6" b 30-4' b 211'•7" b 2" x 10" x O:OB2" x 0.969" 69'8"b 6'-7' b 42'-1' b 38-11" b - '- - Tributary Load Width W'- Beam 9 acing Snap Sections h. 3'-0" 4'•0'+. 5'-0". 1- 8'-0" `T•0" i 8'-0" 9'•0"' :. Allowable Span'L' I banding'b'or ddflecllon'd' 2".x 2" x.0.044'.. `.: 11''9" b 10'-2'!.. b .9'•1' ... -s. 2"x3"x'0.046"=: ':.:' '16'1•.. 131•.. b''it'•B"-. b'"10'-8" .,8;10""b'.-:0'-3 'b 'B'-8». b '... =2x 4" x 0.0 6" . - 10'.6' b 16'-11•-b ...14'_9• . b 13'-0' b '1214- 11'-9' - . 0'-6•:.. . x 0.082" 31'-3" b 27'-l-. b 1 24'-2" b 1 22'-1" b I -2(r5• b I 10-2• - b 18'-0' 2"x7"x0.062''...- 34'-9': .b.30' -1': -It 26511' b .2414' b 22'-9»-- 21'•3'-'b 20'4' b , Note _. ,. 1. Thlckne3ses shown are "nomlool" Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shag be Ilmhed to a maximum combined span and upright height of 56' and a maximum uptight height of 20'. Structures larger than these limits shall have site specl8o engineering. 3. Spans are based on a minimum of 1001 Sq.. Ft. letup to a 150 M.P.H. wind load 4. Span Is massured from center of boom and upright connection to fascia or wall oonnection. 5. Above opens do not Include length of knee braca. Add horizontal distance tram upright to center of brace to beam - connection to the above ep6m for total beam spans. .. ' a. Purlin spacing shalt not exceed 6'- B".. For beam opens greater than 40-0" the beam at the center pudln and one - - =pShc- rest "tA'-0 O"aclt=sl-da`oTi IF e-cool'ei"SErlfn--sfiell'Inc"5 6- a- eat raoinq-as owl e1a11T41). spatrn pudlns alt- On o.c. anter purlln and (2) purlins, each side of canter pwlln need lateral bracing. 7. Spans maybe interpolated. Example: Max.'L' for 2'x 4"x 0.050" hollow section with W • 6'-0" • 11'41, Lawrence E. Bennett, P.E. FL # 16644 CIVILSNOINEER • OEVELOPMENT CONSIATANT P.O. BOX 214301; SOUTH DAYTONA, FL 32121 THLEPHONE: (304)7674774 PAX: (386)76146H PAOE ® LOPYRIOHT 2091 1-58 NOT TO asREPRODUC90 W WHOLE OR W PART WITHOUT THE WRITTEN PARM136ION OF LAWRENCE A. BENNETT. P H. SCREENED ENCLOSURES SECTION 1 Table 1.2 Allowable Spans for Secondary Screen Roof Frame Members Aluminum Alloy, 6083 T41 For Areas with Wind Load* up 10 150 M.P.H. and Latitudes Below 30'40'-00" North (Jacksonville, FL) B. Sections Fastened Throu h Beam Webs Into Screw Bosses Tribute Load Width W' • Purlin Spa .3'S" 4.4. 4'-0" 1 W4- 1 5'-8" 8'-0" 5'-s" - - 2" x 2" x 0.044!' Tribute .Load Width W � Purlin Spacing - .. Hollow sections 3'S" 4'-0" 4'-8" ••AllowableSpan' L'/bandng'b'or daflac9on'd'. 2" x 2" x 0.044 - 0'-2" b B'-7" b B'-1" 6 T5" b T 4"" "b B'-11' b 8'-T b 2"'x 2" x 0.055' 9'-11• B' b B'-10' b B'-4' b T-11"' b T -r' b T•3" b 2" X 3" x 0.060" 12'4" b I 11'-r b I 10',11" 6 1 10'4" b I 0'-10.' b 9'-6" b I 11'•11"- b ' 2'9x./' x 0.050'!. -:.. 13'-71 It I -02'51.:'b 11 11!:.' 6- b I 10 10 :.:: h 1 10'-4'., b I 0'-10" b snapeactions Tribute Load Width W' • Purlin Spa .3'S" 4.4. 4'-0" 1 W4- 1 5'-8" 8'-0" 5'-s" Allowable Span'L' 1 banding V or deflection's' 2" x 2" x 0.044!' 10'-1'1" b I 10'-2' b 0'-7' b 1 9'-1' b ' 8'S" b' 6'4" b T•11' b Nolsa: 1. Thicknesses shown ara "nominar Industry standard tolarances. No wall thickness shall be less than 0.040'. 2. Spans era based on a minimum of 10# 1 Sq. FL for up to a 150 M.P.H. wlpd,loed.3. Span Is measured from center of beam and upright connection to fascia or well connection. 3, Spin Is measured -from center of beam and Opdgtit connection to fascia or wall mnneUlan.` 4. Putin spacing shall nol exceed 8'S". For beam spans greater than 40'-0" the boom at the center pudln and _ one udin for aec 14'-0' on each eldo of the anter pudlR ehall_lpclude la(aral bl�clpggg sheen l dela ----'- 48'x' spin WOb pudlne alb' a' .a center purlln and pu ns, sec alas o can erpq ones In, ara bracing... / I 5. Spero r':Ey bs !nte C!!!ed.- CHOCK TABLE 1.0 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. frxample7 Max.'L' for 2"A 4" x 0.050" hollow section fastened to beam with clips with W 5'4' • 10'•2" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENOIN65R.OEVUOPMENTCONSULTANr P.O. BOX 214388, SOUTH DAYTONA. FL 32111 ` TCL FAX: 138617611 771 4949 COPYRIGHT 2004 NOT TO aB REPROOUCBD IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE C. SENNETT. P.H. 1-57 - SECTION 1 I SCREENED ENCLOSURES Table 1.3 Allowable F`0911/ Upright Heights for primary Screan Wall Frame Members Aluminum Alloy 8093 T-9 For 3 second wind gust at velocity, of 130 MPH or en applied load of 14 # / sq. R." Hollow Beall...Tributary Load Width ryY' U right 9 act. 9,-0'• 4. 5•' 51.01,V.0" 71.01. 2" x 2" x 0,044" Allowable H$Ight'H' f bending'b' or delleellon -d' 9.8' b 5'-11 b T- " 08 2"x2"x O.OSS" 8'--1" b 7' 11" 2"x3"x0.04S" 11'•3" b B'6^ b B'-0' b 6'-6" b 5'•11^ 6 6'-7^ 6 5•_3^ b 2'•x4"%0.050" 12'-6" D 10'•9' 6 0'•7^ I" ,• b ).-r'., b 8-11" 4 8'-6" b N __ xv.«a- 39'-2" b JJ• -g" 6 28'•8" 6 26-11" y <a•v o z1'-5" b 20`-0' 6 d 2"xg"x0.08Z"x 0.J10" 41'-10" 6 38'-3' 6 32''4' b 26'•7" 2q -t 1" b 23'-0" 6 22'-0" b 2" x 10" x 0.092" x 0.388" 60'-4" 6 43'-7" 6 38'- b 22.6" 6 25'-8" 2q•.2^ b , 11". D 36'•7" b J2'-11" 6 30'-f 0" 6 29'-1' b Snap9ectlens Tributary Load Width 'W'- Upright Spacing - 3,•0.. 4•.g^ 5.0.. 5.0... 2 x-2 .X 0,D44" Allowable Helghl'H' I bending b or deflection 'd- . 2 x.3"x0.049'• 8-11" b 8'-7":-:-b 1'-8"...D 7"0.• _..b E 12'-9 • 0" b B 6 8 8' :: 6 8'•1" � 6 5'•9" b 2 x 4"-x 0.045" fir" b B'-0' b 84 b T-10" b T-0"- b 19'-7'. b 13'-8" b 12'-1" b 11'•0" b 10'-2'- b B'-7^ b 5•-1 p' D 2' x 8" x 0,062" 26%5" b 22'-10" b 2"x E" x 0.082" 20'•5" 6 16'-8" b 1 T•3" 6 16 =2" b b 20:5" b .25•-S,. b 22.-g,. b 20,-8.. _ ^ For allowable helgin,ht@ et wind vaioellles other Ihe. 120 MPH, see conversion labia 1A on Iht7epacll ca Ion page for IebHe at the bsglnning Of this $ection and example below. Note: I. Thicknesses shown are "nominal" Industry standard totere 2. Using screen panel width YM ncee. Nowell thickness shall be less than 0.040". 3select upright lenglh'M. . Above heights do not Include length of knee brace. Add horizontal distance from Upright 10 con,, braes to beam { connection to the above spans for total beam opens, !i 4, site speci0oenglneeAng required (or pool enclosures over 2g' In mean roof height. I -__. _g.aNelghl 1140419:measured.-from=centa�rorbaem°errd- _ 5. Chair rolls of 2" x 2" x 0,044" min. and eat @ 36" In height can be considered as resldeC611 gull -1-n - s Provided 7lpngRt imnec orsO a5 tsar well connecllon. _-- I era enached with min, (3) #10 x 1-1/2" S.M.S. Into rh Esrew loess. a p ided Ihav li IyMs Ulny be interpolated. - - - rd vv+ref exceed 0'-0" In span.. - CHECK TABLE 1.3 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. . I IF SPANS FOR'Q' EXPOSURE CATAGORY ANDIOR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL lNOINEER • OEVlL OPMENT CONSULTANT " P.O. BOX 214300, SOUTH DAYTONA, FL 37121 TELEPHONE: 1358) 257.41 T1 PAX: (380)7e7d558 - - - Lcopy"10IT2004 N07TOEREPRODUCEDINWHOLE Oft INPARalON OF UWRENCP l.9ENNPTT, P.E. n s,. SCREENED ENCLOSURES ` Table 1.4 AllJ. owable Po61 / OIk /'61idIr Mall $pane, Header Sp for Secondary Screen Will Frame Members Aluminum Alloy peal 7-6 - t -' For l ssoond wind gust et velocity of 120 MPH or an eppi a, A. Stollens As Hodzcnle's Fastened To poets Wlth Cil a Hollow Sections - ''• Tribute oad Idlh Allowably el hie' '/bendin 'b or el T x-•- 9 Saetlona Allowable Hot his '14 bonding b or defl - ^ r n- B Sections As Horizontal$ Fostoned To Poets Throu h Side Into Screw Bosses, Hollow Sections - - Tribute Loa Width'W' X X9. Allowable Hel hp'H' / bendin 'b..or delle r.'x .06 9' -p- Notes: H r.OelrO.a - ` Nolte: ;. 1. Thlcknessm-' 2. Using aereer 9. Site speolflo 4. Span la to be - 5. Chair rally of they ata eaache, 8. Gln spacing a 7. Spans may III IF HEIGHTS FO REQUIRED, SEE SECTION, SECTION 1 &&Upright Heights W :t4:# / sq. A' 9 2 h 7 eO' aZ+ 1 n -'r^ t Dr- t- n�dinB'b' or defleollon d', -w av f 4 b 7 table at wind volocitles other then 120 MPH poo convarslon table 1A on Ihe tables page al the beginning of this section and. example below. ' vn out "nominal' Induelfy standard tolaiances- No weir INcknags shall be le lel wldlh'W' select girt lengths. - es than 0.040". Tooling required for pool enclosures over 20' In mean foot helpht: earned from center of beam end upright connection Io fasNe or well connection.- " _ 2" x 0.044" min: end set ® 38^ In height can be conaldered ae residential guardrails provided ti min. (3) #10 x,11 412" S.M.S. Into the $crew bosses and do notexceed S'•0"dn span. not exceed 8'-8": ' Irpolaled. - EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE AMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS Lawrence E. Bennett, P.E, FL # 16644 ""• c"' ENOINEER• DEVELOPMENT CONSut TANT P.O., BOX 214308, SOUTH DAYTONA, rL 32121 TELEPHONE: (388) 7874774 . FAX: (368) 707-0850 0 COPYRIOMT2004 NOT TO 88 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PeRM19SION OF LAWRENCE E. BENNETT. P.E. 1-59 SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes andhl'NI!�ber'Of„4Grawe for Connection of Roof Baama`to Wall Uprlghte orBeam Splicing Beam upright Minimum Purlln, Gid Deck- Notes - Minimum Number of Screws' Beam Stitching Size Size & Knee Brace Size" Anchors - #8 x'/," #10 x %" #12 x W' Screw 24" O.C. 2' x 3" 2" x 3" 2" x 2" x 0.044" 2 Full La 8- 4 4 2"x4' 2"x3" 2"x2"x0.044". 2- :Full La- -� 8 5 4-. 08 2"x4' 2"x4` 2"x0.0 " '2- Full Lop 8-.- 8 #10 --2"x " -2" " "x2"x0.044" 2 Full Lo - a- - 8 #B 2"x6" 2"x3' 2"x2"x0.044" -' `4 :.Full Le - 10 B a #10 6" 9-x4". ''3"x2' .044" -.-4" Partial Le "10 ,.. .. 6: ': 010 '2"x7" 2"x4" 2"x2"x0.044"'- -"4 Partial 14-'- ` 12 Z"x .'2":x B" 2"x6"- 2"x3"x0.044""-8 'Penial La 18 14 12' #14 " 2 Partial 2"x3"x0.045"-'6 Rartial La `18 18 #14 B 2`x9"•• :-2"x7"' 2'x 4'x0.050• 8 '- 'Partial La' --20 18 "18' #14 ' 2' 10" 24 x 8" 2" x 4' x 0.050'. -10 Partial LOP 1 20 18 - B' 11114 Screw Size - ' Minimum Distance and Soso 0 of Screws 'Gusset Plate Thickness ''- Edge To Center . Center To Center . Boom Size - Thickness #8 - 5118"-- - 51B• 2"x7"x0.056"x0.120.- 1/18'-0.063' 3/8' - 314" 2" x B" x 0.072' 9'0.224" 118'- 0.125" - #12 - - 112" :'r'- ` - - - - 2"x 9" x 0.072" X 0.224" 1IB' • 0.126" 04 or-114" '' 314" - - 1.112, 2" x W x 0.082' x 0..306' 1/8"- 0.126' '.'5/18".'- - 718'9 1.3/4". - 2' x t 0"x 0,092'%0.369" 114••0.25" 318".. 1" ._: 2"..;.77. ' Refers to each aide of the connection of the beam and upright and each side of epllce connegtlonl '• 0.682" wall thickness, 0.310" flange thickness Note: 1. connecton of 2' x 6" to 2"X 3' shall use a full lap cul of 1 /18" gusset plata.' , 2. All gusset plates shall be a minimum of 5062 Hat Alloy or have a minimum yield strength of 23 ksl. -- 3. For beam splice connections the number of screws shown Is, the total for each epllce wlih 1/2 the screws an each aide of the cut. 4. The number of screws Is based on the mazlmum allowable moment of the beam._:` --- 5. The number of deck anchors is based on RAWL R Tapper allowable load dela for 2,500 psi concrete and / or equal enchore may be used. The number shown Is the total use 1/2 per aide. 6. Hollow splice connections can be made provided the connection Is approved by the engineer. `1/2 7. If a larger than minimum upright Is Used the number of screws IN the same for each splice withlha screws on each side of the cul. B. A4 beam to upright connections for 2• x 7" beams or larger shell have an Internal of external susses Plate& Gusset plates are required for mansard or gable splice connectluns. _ 9. For gusset plate connections 2" x 9" beams or larger use 314" tong screws. 10. The side wall uptight $hall have a minlmum beam size as shown above. W. a 2"x 4" upright shelf have a 2" x 3" boom. 11. Connect boom to upright w/ H-ber, gusset plata, or angle cops for each splIcs with 112 the screws on each side of the cut. 12. For g(rt size use, upright size (I.e. 2"x 61.. Read the 2" z 6" beam row for mJq._girtof 2" x 2" x 0.044". .. Table 1.7 Minimum Size Screen Enclosure Knee Braces Aluminum 6083 T-8 Brace Length Extrusion I Anchoring System 0' • 2'-0" 2" x 2" x 0.044' 2" H-Channel With 3 10 x ill" EACH SIDE To3'-0" 2" x 3' x 0.045" 2" H-Channel With 3 #10 x 1/2" EACH SID To 4'4i" 2" x 4" x 0.044" x 0.12" 2' H-Channel With (4) 314" long screw& (size to be determined by beam size, see table 9.0) (See Table 1.8 For Number And Size Of Screws) Nob: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4%6". Lawrence E. Bennett, P.E. FL # 16644 CrvrL ENGINEER- DEYELOPMENTCONsuL rANr P.O. BOX 214304. 000TH DAYTONA, PL 33191 TELEPHONE: 4346) 70-1774 FAX: (398) 787.4300 PAOe ® COPYRIGHT 2001 p 1 "4r NOT TO BE REPRODUCED IN WHOLE DR IN PART WITHOUTTHE WRITTaN PaRMISSION OF LAWRENCII e. I ENNErr, P.E. PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 268, PRESERVE AT LAKE MONROE, UNIT 2 AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1. - 30' GRAPHIC SCALE 0 15 30 NOTE NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), STORMWATE WL -14 14.3 N FND 1/2" IRON ROD AND CAP ILLEGIBLE (x1,2/06/05) �1 Y cl 1I�I TRACT A R MANAGEMENT AREA I,� 50 00' 19 *3 2'41 "E 14.2 Ln 0— ;! o LOT 267 (0 :0 m PLANS REVIEWED CITY OF SANFORG 10" X 10` CONCRETE LIGHT POLE S89'52 41 W U l0 50.00' I Co I� Im 13.94 94N89'S2'41E—- _ - _- - .26 _ OF CENTERLINE—� 653.03' RIGHT-OF-WAY WILSON BAY COURT PG 50' RICHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-06-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A• AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. THE WESTERLY LINE OF LOT 268--- ter. I N 1 P PLAT. _ (FIELD DATE:) 05/26/05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ INAL 12-06-05 SJL FORMBOARD 13 06/30/05 o JOB NO. ASM45521 FORMBOARD p2 06/24/05 Jp DRAWN BY: PLOT PLAN 2/22/05 SDO LOT FIT 8/03/04 SOO G:\ASM•15\ASM45521.dwg, 12/13/2005 10:51:32 AM LEGENDOO 5.0" IfFRic �1'- FiM�( �••,• P11b1� W I > .mit ~ice-. El.k id TWO STORY — N CONCRETE BLOCK Q _ o h WOOD FRAME Z m RESIDENCE FINISH FLOOR o a 1u ELEVATION -16.33 w - LOT 269 UTo c �, k 0 LB p6393 (12/06/05) o( -o FLF ` COVERED i 110 5 ED CONCRETE FLF ENTRY .3' H I i Ig•3 I n 3 7' 20 U j 5.0' . DENOTES POINT OF CURVATURE I CHORD LENGTH PCC POINT OF COMPOUND CURVE oRlvEwgr :+i I N I CHORD BEARING tr I PERMANENT CONTROL POINT .�:.•'+ 10' DRAINAGE & 14,1 '•16.0',?�•, UTILITY EASEMENT WALK IS .:.4;,.'�.ii;:"';;. ".:'g'•C\µ,::;, ri. "(:,:;';:. '' 0.5' OFF _ a.- •� •d:':,.;:'' Ln 0— ;! o LOT 267 (0 :0 m PLANS REVIEWED CITY OF SANFORG 10" X 10` CONCRETE LIGHT POLE S89'52 41 W U l0 50.00' I Co I� Im 13.94 94N89'S2'41E—- _ - _- - .26 _ OF CENTERLINE—� 653.03' RIGHT-OF-WAY WILSON BAY COURT PG 50' RICHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-06-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A• AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. THE WESTERLY LINE OF LOT 268--- ter. I N 1 P PLAT. _ (FIELD DATE:) 05/26/05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ INAL 12-06-05 SJL FORMBOARD 13 06/30/05 o JOB NO. ASM45521 FORMBOARD p2 06/24/05 Jp DRAWN BY: PLOT PLAN 2/22/05 SDO LOT FIT 8/03/04 SOO G:\ASM•15\ASM45521.dwg, 12/13/2005 10:51:32 AM LEGENDOO SETp1/2" I(0 ROD AND CAP — BUILDING SETBACK LINE Q FND NAIL AND DISC — — CENTERLINE LB p68 (12/06/05) — — — RIGHT OF WAY LINE® FND 1/2- IRON ROD AND CAP 131.24 EXISTING ELEVATION -- LB p6393 (12/06/05) A/C AIR CONDITIONER A DENOTES DELTA ANGLE ED CONCRETE (P) PER PLAT PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS CONCRETE SLAB POL POINT ON LINE C/W CONCRETE WALK PRC DENOTES POINT OF REVERSE CURVATUR F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRM PERMANENT REFERENCE MONUMENT ' FND FOUND PSM PROFESSIONAL SURVEYOR AND MAPPER ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RADIUS LB LICENSED BUSINESS RP RADIUS POINT LS LICENSED SURVEYOR S/W SIDEWALK (M) MEASURED TYP TYPICAL OHU OVERHEAD UTILITY LINE UP UTILITY PAD I AMERICAN SURVEYING & MAPPIN� CERTIFICATION OF AUTHORIZATION NUMBER LBX6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 THIS 1:3 A DOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JAMES JAY JILES PSM #4997 FOR THE FIRM