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Home My WebLink About209 Kays Landing Dr (2)o19�%� Permit # Job Address: .ZO 9 H, Description of Work: /0 Historic District: r� Zoning: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: 2 JUL 14 2006 Value of Work: S (X770 O' O't'- Permit Type: Building -% Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential_ )- Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 34- / e/ -32- S/ ef - 0000'- O $' 3 O (Attach Proof of Ownership & Legal Description) Owners Name & Address: 201 kA Y.S j-,g"al/' o Q k ,g,t Emd 32271 Phone: O - - / 6 2 S Contractor Name & Address:- (f E/ 7"Ll / d /yMin ✓1r1 70/ t:02n ..,e -U a0k 5.,Infan L77 � State License Number. 5CC - 05- '7S q Phone & Fax: 407-323- 60/0 fAx. 3:L3 - 6o# e Contact Person: TT mcln9 ##d/1 Phone: 4(6 .7 —3 z 7-4911 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Cnk,,Apn(`p (dPhone: .386 - 767 —14 7751 Address: A0, Bag Fax:3 67- 6SS 6 Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. a NOTICE In addition to therequirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and therti tray be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of py ' ' verification that I will notify the owner of the property of the requirements of ri ie w, F 713. Signature of Owner/Agent Date Signature of ntractor/A gent Date JfrYg/Fooy1 /m dd / (I'� rn Cm-/ 1i O , Print Owner/Agent's Name Print Contra /gent's Name Signature of Notaryto of Florida t\aa Date Signature of Notary -S to of Florida `,XI `OP*d �0 ,S F E`MEF� Cg�a�e °� 1 2001 �'CS�a�go21 ?OA wner Agent is i�Si Kt�ti�i if w M�fpr �roduedll) ogent is _ P \yCyaVtm�i�p t�A6 roduced�� • V17 My °° m APPLICATION APPROVED 8 Bldg°' ii My ° ��• �om ij/ : Toni % � /! �4Utilities: C FD: (Inilial & Date) initial & Date) (Initial & Date (Initial &Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 'iif[�.ICL LJ� 111., Dana JOHNSON, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL l 1101E. FIRST 5T li SAN FORD, FL 32771.1468 407-665-7506 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-519-0000-0830 Number of Buildings: 0 Owner: JAYAKODY SHAMAL & Depreciated Bldg Value: $0 Own/Addr: BARTHELOT SVETHLANA Depreciated EXFT Value: $0 Mailing Address: 3625 MOSS POINTE PL Land Value (Market): $62,0 City,State,ZipCode: LAKE MARY FL 32746 $0 Land Value Ag: $0 Property Address: 209 KAYS LANDING DR SANFORD 32771 Just/Market Value: $62,000 Subdivision Name: KAYS LANDING PHASE 1 Assessed Value (SOH): $62,000 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $62,000 Dor: 00 -VACANT RESIDENTIAL Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified 2005 VALUE SUMMARY SPECIAL 2005 Tax Bill Amount: $539 WARRANTY DEED 05/2006 06281 1711 $399,900 Improved Yes 2005 Taxable Value: $27,000 SPECIAL 08/2005 05914 0803 $285,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 62,000.00 $62,000 LOT 83 KAYS LANDING PHASE 1 PB 67 PGS Permits 41 -43 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. �fS http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=34193051900000830... 8/15/2006 PROPOSAL ,...r,. Central Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 (407) 323-6010 • (904) 775-4751 POOL ENCLOSURES • PATIO ROOMS • CARPORTS • AWNINGS • VINYL WINDOWS LIC# RX0021055 Date 2-10- o { I] Estimate Customer37ha/r dL i', yl*kao/,, Lot 5' Order Mailing Address 2o9 2-�y15 4"o, Blk. Job Address Sub, Phone 40 7 - 2 Zl - / 6 2L Work SCREEN Mesh.......... Color .......... ROOF Enamal ........ Color .......... DOORS I.S. Swing ...... O.S.Swing ...... SPLASH Size........... Color .......... POST Size........... BEAM Size........... Color GUTTER Color .......... Size........... Downspout ..... Color .......... Job Description Install Pool Enclosure Roof Style Fiberglass Screen Aluminum Roof Box Beams 2 x 2 Purlins Walls Posts, 2 x 2 Chairail, Doors !1' X*$' Gan7Po5/-YfLvv�- Fon &4M5 Rod/ xMM r, ✓ttek 1 1000A 56Qee•• 2" //S Qe/}r-\� Total C 1f�13� G Less Down Paymnt Amount -J'o17 7 0<0, 0c �i 2700 ' 6oa�. I BALANCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPECIFIED I We Propose hereby to furn' material and la }Lor— complete in accordance with above specifications, for the sum of: OG - d� dollars $ Payment to be made as follows: .� All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according Authorized to standard practices. Any alteration or deviation from above specifications involving extra costs will be Signature executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contigent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, Note: This proposal may be and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days Acceptance of Vraposnl — The above prices, specifications, and conditions are IV satisfactory and hereby accepted. You are authorized to do the work as specified. Payment Signature _ will be made as outlined above. Date of acceptance J o Z v a— zoo 9 Signature 111A N 7f riCL E n� Ifo SF.MIs'VOiE COU7%r f{F, ' D -� F-Lamo s�s wu. ►suwoso� � 7 v1. E, y � _ .�U % (.c%.: n •..., �! r i � ,4[:�fll�llt:i� i��01t,I:�k`k� t�>:�J:�iS� � �!i2U1F�� FL•�5 ltl. t1f� NOTICE OF COMMENCEMEj4-W)pllEl; By t n�ldet, State of Florida County of Seminole Permit No. Tax Folio No. (PID)_2 `4 - ! y- 3 a ' 1 If - oa Gc - o Sr3 c The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling. information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) 2c9 Kl74- S 419-11cl,,,,I 5.fin er/I Fl.- .3272/ l,n r SS3 e4.5-7 I��i ; ft/ -'Y3 GENERAL. DESCRIPTION0, OF IMPROVEMENT IC' ` x .3 3 ` .5 C e - ,, .0c --LC Log !� OWNER INFORMATION Name and nn _ SAn (cno� Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE BOLDER (IF OTBER TfiAN OWNExE ) CONTRACTOR Name and address CC=,�(�? (lC. !11, r►-� 1� v n ` "�o I c_ c' �2 n r.� ! / Q /-1 .`L of SURETY (Bonding Company) CERTIFIED C":ra 44 f Name and address MAR N E OR CL-ERKJPF qRC IT CC RT Y.r Amount ofBond • r LENDER D Ty ►t .,' Name and address '0 Persons within the State ofFlorida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(lxa)7., Florida Statutes: Name and address In addition to himselt Owner designates of to receive a copy of the Lienors Notice as provided in Section 713(l)(b), Florida Statutes Expiration Date of Notice of Commencementf7�c �,�,h U ` Vic, ! ,Z cc (The expiration date is 1 year from date of recording unless a differ fied.) T11/77' Signature Gd6wner !7;��l this Day of 20 o f�P��e My Commission Expires. E\,M1[R C' aM`ot F�ot� �1 �y NotatYs No Public C°mm • op • Dp 2A 4146 Tire foregoing manmet was aclmowledged before me this ! day of G60�'y , 20 a(.' by 41 (name of person acknowledged), who is personally !mown to me or who has produced _ PL (type of identification) as inentification and who did/did not take an oath. KAY'S LANDING HOMEOWNER'S ASSOCIATION, INC. Architectural Review Board (ARB) Application Mail Application: Leland management, Inc. 8009 South Orange Avenue 44 Orlando, FI. 32809-6711 Nam,JY `M it- �AYAK0TDY Office: 10-781- 196 Q Fax: 107-781-1196 :uttaninezCu�lrlandmana;cment.cout •� kA S L p�'t rC X22 7 Property AJJress.�,1y� r1 �/`D 1 ry� City C/j�✓ F(l) PI) State � L �-• 'Lip _? Mailing Address Qq 4`675 L 4n/fl, N IV FU R.T) Phone (s) Homc A 0-- !i2 - a -.S17n hWork 4 (T_ Fax In accordance with the Declaration of Covenants. Conditions and Restrictions and the Association's rules and regulations. hereby request your consent to make the following changes. alterations, renovations, and/ or additions to my property. ( ) Fencc ( ) Swimming Pool O Lawn Ornament ( ) Patio glen enclosure ( ) Exterior Color ( ) Landscaping ( ) Lawn Replacement ( ) other Description:l 6 LMM j 70 APD D A• i'v,- h f 16 a i 19 i;141/V7)i M e 1.1 P lS✓ - i A�T HAV a- 2. VES/ Yyti, v4 k,T3 S'i>-� /vG, Attach a copy of the lot survey, which shows the locations of the pn)la)sed change. alteration. renovation, or addition. S r.4 G d• Attach drawing or blueprint of your plan(s) Attach color samples. if applicable. Note: Applications submitted without copies of the survey, drawing, or blueprint, or color sample will be considered Incomplete. 1/We hereby understand and aaree to the followine situation%. 1. No work will begin until written approval is received from the Association 2. All work will be done expeditiously once commenced and will he dont: in a ;ood workmanlike ntanne: by lie:nsed contractor or myself. 3. All work will be performed at a time and in manner to minimize interference and inconvenience to other residents. a. We assume all liability and will be responsible for all damage to other lots and / or common area or injury, which may result from performance of this work. 5. I/We will be responsible for the conduct of all persons, agents. contractors, subcontractors and employees who are connected with this work. 6. I/We anV are responsible for complying with and will comply with. all applicable federal, state and local laws, codes, regulations and requirements in connection with this work, and 1/We will obtain any necessary governmental permits and approval for the work. 7. Upon receipt. Leland Management, Inc. will forward the ARB Application to the Association. Decision by the Association may take up to 30 days. I/Wc will be notified in writin when the application is approved or denied. Signature of Owner(s): / Date: Do Not Write Bellow This Line , This Applicatio is h eby: /"-A; Date Comments: Received from Owner_ ;,ailed to Assn BY .Mailed to Owner ' r Central Aluminum SCREEN SERVICE 701 Cornwall 9 Sanford, Florida 32773 (407) 323.6010 9 (386) 776-4751 License Numbers RX -0021055 and SC-CO56754 V OR10��4 FOR .ADDRESS Shoq fr)"3 J'q % ooh aO JOB+ /( /70lch4 •77,00 PORCH POOL +K DORS COLOR SCREEN CUSTOMER GUTTER & ACC. RC1 ronlrx. 3 �S' / V ROOF ANGLE KIP COLOR X BRACING CABLE BENNETT ENGINEERING Pk- 1w /d6 v PERMIT # 08 96 " PLANS REVIEWED CITY OF SANFORD X ZVI. O ISO" 60 �� V.3)0 i%J 96 •� N V X J J v • 96 rrww VI 2�t J z7CY N z�ry r 9i" vi w x ;X :F4 w a r� 2r� at n r*. 96 ' PLANS REVIEWED CITY OF SANFORD X ZVI. O ISO" 60 �� SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM. ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. NS vt p056 Lawrence E. Bennett, P.E. FL # 16644 OVIL ENGINEER - DEVELOPMENT CONSIXTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7678556 ® COPYRIGHT =4 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS / 'LW` FOR / MAX. H' UPRIGHT I HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / wx2 " 1 1 MIN. 3-1/2" SLAB ON GRADE kRIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING • (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM P/2' SIZE BEAM AND UPRIGHTS (SEE. TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 'k -- VARIES Y/ VARIES ALTERNATE CONNECTION 'P/2' .@ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w z F' U P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: # 'P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 #,o 1 #12 1 #12 1S REv`Ew�p TYPICAL ISCREEN ROOM P�,p►N SpNFQR 3/16'= V-0' C1�y 0 Lawrence E. Bennett, P.E. FL # 16644 CIVIL SYGINEER - DEVELORAENT CONSTXTANT P.O. BOX 214360, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) TOT -4774 FAX: (388) TO? -OW PAGE COPYRIGHT 2804 To 3A-2NOT TO BE REPRODUCED IN'WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNE :WALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNIIIIG FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN, BEFORE SLOPE / TYPE I FLAT SLOPE / NO- 1 0-2"/ 12" 3-1/2- (TYP (1) #5 BAR CONT. ALL SLABS) • '; . ..- 8" TYPE II MODERATE SLOPE FOOTING 2" / 12"- V-10" 4" MIN. (2) #5 BAR CONT. 12' TYPE 111 STEEP SLOPE FOOTING V-10" "The foundations sho" are based on a minimum soil bearing pressure of 1,500 psf. Beadntl capacity of soil II be verifie for to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of -roncrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion urIII the projection from the host structure of the carport or patio cover exceeds 20'-011. Then a minimum of a T rpe 11 footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welde d wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTM e3TM (Formerly Fibermesh MD) per maufacturees specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section requinld by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. S 04 SLAB -FOOTING DETAILS Q�� OF S SCALE: 3/4" =1'-W Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENG/NEER-DEVELOPV&4rCON=TANT P.O. BOX 2/4388, SOUTH DAYTONA, FL 32421 TELEPHONE: (388) YU-4774 FAX: (388) 7874M PAGE ® COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WM40UT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W1 #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ►TTACHED TO 1"x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" :.M.S. ,IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO . CONCRETE W/ 1/4"x 2-1/4" :ONCRETE / MASONRY ANCHORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER. DEVELOPMENTCONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX. (388) 7878888 `p,NS REV PAGE ® COPYRIGHT 2W4 3A-6 NOT TO BE REPRODUCED IN.WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC 81 VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #TSF (43 NSF for Max. Cantilever) Aluminum Allov 6063 T-6 2"x2"x0.0 " 2"x2"x0.055" Load Width (ft.) Max. Spa 'V I(bonding 18, 2 Span 3 Span 'b' or deflectlon'dj 4 Span Max. Cantilever Load Max. Spa 'V /(bond in Width (ft.) 1 & 2 Span 3 Span 'b' or deflection'd' 4 Span Max' Cantilever 5 5'-1' d 6'-3" d 6'-4" d 1'-0- d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7' d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4' d V-4* b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11' d 4'-6' b 4'-4" b 0'-9" d 11 4'-1' d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'4" b 4'-2' b 0'-9" d 12 3'-11" d 4'=9" b 4'-7' b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Spa n'L' / bending 1 & 2 Span 3 Span 'b' or deflection'd 4 Span Max' Cantilever Load Max. Spa 'V I(bonding Width (ft') 1 & 2 Span 3 Span 'b' or do ection'd' 4 Span Max. Cantilever 5 d 7'-1" d 7'-2" d 1'-2'. d 5 6'-5' d 7'-11" d 8'-1' d 1'-3" d 5'4 d 6'-0' d 6'-9" d 1'-1" d 6 6'-0' d 7'-5" d 7'-7'd 1'-2' d 7 5-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3' d 1'-2" d 8 4'-11' d 6'-0" d 6'-2" b 0'-11' d 8 V-6" d 6'-9" d 6'-11" d 1'4" d 9 4'-8" d 5'-10" d' 5'-9" b 1 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6' d 5'-7" d 5'-6" b 0'-11" d 10 5'-1' d 6'-3" d 6'-5" d 1'-0" d 11 4'-5' d 5'-5" b 5'-3' b 0'-10" d 11 4'-11' d 6'-1" d 6'-3" d 0'-11" d 12 4'-3' d 5'-2' b 5'-0' b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11' d 2" x 3" x 0.045" 2" x 4 x 0.050" Load Width (ft.) Max. Spa 'L' / bendln 1 & 2 Span 3 Span 'b' or detlectlon' 4 Span Cantilever Load *Max. Spa 'L' / bending Width ( IL ) 1 & 2 Span 3 Span 'b' or do ection'd ax 4 Span Cantilever 5 7'-1' d. 8'-9' d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11%2" b I'-10" d - 6 6'-0" d 8'-3" d 7'-11' b 1'-4' d 6 8'-8' d 10'-7" b 10'-3" b 1'-9" d 7 6'-4' d 7'-0" b 7'-5' b 1'-3" d 7 8'-2' d 9'-9" b 9'-5" b 1'4" d 8 6'-1" d 7'-2" b 6'-11" b 1'-2' d 8 7'40" d 9'-2' b 8'-10" b 1'-7" d 9 5'-10" d 6'-9"jb5%I '-6' b 1'-Y d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 -5'-7' . d 6'-5''-2' b 1'-1" d 10 7'-3' d 8'-2" b 7'-11" b 1'-5' d 11 5'-5" d 6'-1'1' b 1'-1 ' d 11 6'11' b 7'-10" b 7'-7" b 1'-5' d 12 5'-3' b 5'-10''-8" b 1'-1' d 12 6'-8' b 7.8' b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. REv��EDD PANS F SANFpR C�� 0 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767-4Tr4 FAX: (388) 767-41M ® COPYRIGHT 2804 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN'PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.3A-11 Tribute load Width Double Self -Mating Beams 2'-6" 3'-0" 3'-6" 4'-0" 4'-0" 5'-0" 5'-6' 8'-0" 6'-8." 7'-0" 7'-8" 8'-0" Allowable Span 1' / be ding b' or deflectlon'd' r�x a" x OAT2" x 0224" 33'.3' d 31'-4' d 29'-9' d 28'-5' d 2T-0' d 28'-b' d 25'-T d 24'-10' d 24'-2' d 23'-T d 23'-1' d 22'-T d x 9" x 0.072" x 0224" 38'-8' d 34'-4' d 32'-T d 31'-2• d 29'-11' d 28'-11' d 28'-1' d 27-3' d 28'-8' d 25'-11' d 25'-0' d 24'-9' d Y x 9" x 0.082" x 0.308" 38'-10' d 38'-8' d 34'-8' d 33-2 d 31'-11' d 1Y 30'-10' d 29'-10' d 28'-11' d 28'-3' d 2T -T d1'2V-1 1' d 26'-4' d 2"x1O"xO.O92"xO.3G9" 45'-8' d 42'-10' d 40'-8' d 38'-11' d 3T�5' d Table 3A.1.3420 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF Aluminum Alloy 6063 T-6 Nob: Hollow and Single Self-Mating Beams 2'-6" 3'-0" 3'-8" Tribute Load Width 4'-0" 4'-6" S'-0" 5'-8" 8'-0" 6'-6" Allowable S an'L' / be ding b' or defledion'd' 7'-0" 7'-6" F-0- 3. Span N measured from center of connection to fasda or wap connection. o 4 Y x 4" x 0.050" Hollow 11'-T' d 10'-10' d 10'-0' d 9'-10' d 9'-8' d 9'-2' d 8'-11' d 8'-T d 8'-0' d 8'-2' d 8'-0' d 71-1 0' d p Ow M M Z n Y x 5" x 0.082" Hollow 14'-11' d 14'-0' d 13'-4' d 12'-9' d 12'-3' d 11'-10' d 11'-5' d 11'-1' d IV-10"d 10'-T d 10'-4' d 10'-1' d Y x 4" x 0.044' x 0.100" 12'-11' d 12'-2' d 11'-8' d 11'-0' d 10'-7' d 10'-0' d 9'-11' d 9'-8' d 9'-5' d 9'-2' d $'-11' d 8'-9' d " 15-11' d 15-0" d 14'-3' d 13'-8' d 13'-2" d 17-8' d 12'-3' d 1' 11'-T d 11'-4' d 11'-1' d 10'-10' d Y x 6" x 0.050" x 0.120" 18'-8' d 1T-T d 16'-9' d IF-11-d. 15'-4' d IV-10"d 14'-5' d 73'-11'� 13'-T d 13'-3' d 12'-11' d 12'-8' d Y x x x .120" 21'-0' d 20'-1' d 19'-0' d 18'-0' d 1 T-8' d 16'-11' d 18'-0' d d 15-6' d 15-1' d 14'-9' d 14'-5' d 2' x T x 0.055" w/ Insert 25-9' d 24'-3' d 23'-0' d 22'-0' d 21'-2' d 20'-5' d 19'-9' d 19'-3' d 18'-9' d 18'-3' d 1 T-10' d 1 T-0' d Y x 8" x 0.072' x 0.224" 28'5' d 24'-10' d 23'-T' d 27-T d 21'-8' d 20'-11' d 20'-4' d 19'-9' d 19'-2' d 18'-9' d 18'�t' d 17'-11' d r_ 2" x 8' x 0.072" x 0224" 28'-11' d 2T-3' d 25-11' d 24'-9' d 23'-10' d 27-11'd 27-0' d 21'-8' d 21'-1' d 20'-T d 20'-1' d 19'-8' d 0 Y x 9" x 0.082' x 0.306" 30'-0' d 28'-3' d 26'-10' d 25-0' d 24'-8' d 23'-10' d 23'-1' d 22'-5" d 21'-10' d 21'-0' d 20'-10' d 20'-4' d m 10 Y x 10' x 0.092" x 0.369" 38'-1' d 33'-11' d 32'-0' d 30'-10" d 29'-8' d 28'-8' d 2T-9' d 28'-11' d 28'-3' d 25'-7' d 25'-0 C r O " d 24'6' d s ai m m „ j (� tp . Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection beam spans. to the above spans for total m5. Spans may be Interpolated. ITI P� p �� W y �a 4 CO) m O a Tribute load Width Double Self -Mating Beams 2'-6" 3'-0" 3'-6" 4'-0" 4'-0" 5'-0" 5'-6' 8'-0" 6'-8." 7'-0" 7'-8" 8'-0" Allowable Span 1' / be ding b' or deflectlon'd' r�x a" x OAT2" x 0224" 33'.3' d 31'-4' d 29'-9' d 28'-5' d 2T-0' d 28'-b' d 25'-T d 24'-10' d 24'-2' d 23'-T d 23'-1' d 22'-T d x 9" x 0.072" x 0224" 38'-8' d 34'-4' d 32'-T d 31'-2• d 29'-11' d 28'-11' d 28'-1' d 27-3' d 28'-8' d 25'-11' d 25'-0' d 24'-9' d Y x 9" x 0.082" x 0.308" 38'-10' d 38'-8' d 34'-8' d 33-2 d 31'-11' d 1Y 30'-10' d 29'-10' d 28'-11' d 28'-3' d 2T -T d1'2V-1 1' d 26'-4' d 2"x1O"xO.O92"xO.3G9" 45'-8' d 42'-10' d 40'-8' d 38'-11' d 3T�5' d 36'-1' d 34'-11' d 37-11'd 33'-1' d 32'-3' d 31'-0' d 30'-10' d Nob: 1. It is reconunended that the engineer be consulted on any miscellaneous framing beam That spans more than 40' 2. Spans are based on 120 M.P.H. wind load plus dead bad for framing. 3. Span N measured from center of connection to fasda or wap connection. 4 " d 24'6' d Tribute load Width Double Self -Mating Beams 2'-6" 3'-0" 3'-6" 4'-0" 4'-0" 5'-0" 5'-6' 8'-0" 6'-8." 7'-0" 7'-8" 8'-0" Allowable Span 1' / be ding b' or deflectlon'd' r�x a" x OAT2" x 0224" 33'.3' d 31'-4' d 29'-9' d 28'-5' d 2T-0' d 28'-b' d 25'-T d 24'-10' d 24'-2' d 23'-T d 23'-1' d 22'-T d x 9" x 0.072" x 0224" 38'-8' d 34'-4' d 32'-T d 31'-2• d 29'-11' d 28'-11' d 28'-1' d 27-3' d 28'-8' d 25'-11' d 25'-0' d 24'-9' d Y x 9" x 0.082" x 0.308" 38'-10' d 38'-8' d 34'-8' d 33-2 d 31'-11' d 1Y 30'-10' d 29'-10' d 28'-11' d 28'-3' d 2T -T d1'2V-1 1' d 26'-4' d 2"x1O"xO.O92"xO.3G9" 45'-8' d 42'-10' d 40'-8' d 38'-11' d 3T�5' d 36'-1' d 34'-11' d 37-11'd 33'-1' d 32'-3' d 31'-0' d 30'-10' d Nob: 1. It is reconunended that the engineer be consulted on any miscellaneous framing beam That spans more than 40' 2. Spans are based on 120 M.P.H. wind load plus dead bad for framing. 3. Span N measured from center of connection to fasda or wap connection. 4 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3'= V-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS �- ROOF PANEL ROOF'PANECTOVALLMETAIL_� SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1. 150 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 ?V11 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 787 -OW PAGE - - ® COTPYTROIGBETR2E0P7 w R OpUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 18,2 3 4 span span span Screen Rooms . 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 1 21'4" 23'-10' 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" 0 MPHA 20'-4" 22-9" 21'-11" '177-5"< 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 OR 19'-0" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 1 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3' 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" 4" x 48" x 0.024" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mon o -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100'MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11' 24'-1" 17'-5" 19'-6" 18'-10" 4'-W 110 MPH 23'-5" 26'-2" 25'-3" 20'-6» 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 126 MPH 22'-3" 24'-11' 24'-1' 19'-1" 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5' 23'-11" 23'-2" 18'-0" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 1177-5" 19'-0" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-0" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 12'-5" 13'-11' 1 13'-5" '-0" 5" x 48" x 0.024" Roof Panel wl EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 1 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-0" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5' 29'-0" 28'-6" 23'-2" 25-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1' 27'-2' 21'-6" 24'-1" 23'-3" 15'-6" 18'-0" 18'-0" 4'-0" 123 MPH 24'-2" 27-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'4" 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-0' 21'-11" 21'-3" 14'-4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 177-0" 16'-5" 13'-4" 14'41" 14'-5' 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 177-0" 16'-5" 12'-5" 13'-11' 1 13'-5" 4'-0" 6" x 46" x 0.024" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1' 32'-6" 31'-5" 277-' 30'-11' 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1' 32'-6" 31'-5' 25'-6" 28'-0' 277-6" 20'-1" 22'-5' 21'-8" 4'-0" 120 MPH 2 -8 30'-11" 29'-11' 2T-9" 26'-6" 25'-8' 18-5 20-7" 19'-10" 4'-0' 123 MPH 26'-8" 29'-9" 28'-9'• 23'-1" 25'-9" 24'41" 17'-10' 19'-11" 19'4" 4'-0" 130 MPH 24'-7" 27'-6" 26'-6" 21'-8' 24'-3" 23'-5' 15'-9" 18'-9" 18'-2' 4'-0" 140 MPH 16'-9' 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-0" 18'-2" 13'-8" 15'-4" 14'-10" 4'-0" Note: Total roof panel width ■ room width + wall width + overhang EMETRLS USRTM Lawrence E. Ekenneft, P.E. FL # 16644 Building Pr'OdUCtS L.P. CIV DEVELOPMENT CONSULTANT 7815 American way, Groveland, FL 34736 �C OUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 •7 ��H L E: (388)78766774 ,w, OC (388) 787556 TOLL FREE: 1-800-342-9077 bkaufmann®metalsusa.com 7 - �- PAGE ® COPYRIGHT2Wt NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 cDi CO) W m r M Table 3A.3 Schedule of Post to Beam Size and Number of Thru Bolts Required 0 N Aluminum Alloy 6063 T4 o j p # Thru-Bolts Q o (D °J m Beam Size Minimum Post Size Alternate Post Size L=Dty," 114"o 318"e Minimum Knee Brace• Min. # Knee Brace Screws Z W 2" x 4" x 0.050" Hollow 3'x3"x0.093' 2"x3'x0.050' 2 - 2'x3'x0.050' .3)#8 ® �N Self Matin Beams 04 01o e W j 2"x4"x0.040"x0.100" 3'x 3'x0.093" 2'x 3'x 0.050' 2 - 2'x3'x0.050' 3 #8 2" x 5" x 0.050" x 0.100" 3" 0.093" 2' x 3" x 0.050' 2 - 2" x 3" x 0.050" 3 #8 f^ M 2"x6"x0.050"x0.120 x3'x0.093.. 2'.x3'x0.050'N2 f - 2"x3'x0.050" 3 #10 2 2"x3"x0.050' 3 #10 2"x x. x 3 x . 3" 2"x3"x0.050" 2 2" x 7" x 0.055" wl Insert 3" x 3" x 0.093" 2" x 3" x 0.050" 2 2 2" x 3" x 0.050' 3 #10 111 2"x8"x0.072"x0.224" 3'x 3'x0.093" 2'x4"x0.050' 3 2 2"x4'x0.050' 3 #12 2"x9"x0.0720x0.224" 3'x3"x0.093' 2" x 5" x 0.050" x 0.100" 3 3 2'x 5"x 0.050"x0.100' 3 #14 c 11 Z 2"x9"x0.0820x0.306" 3"x3"x0.125" 2'x6"x0.050"x0.120" 4 3 2"x6"x0.050"x0.120' 4 #14 2" x 10" x 0.092" x 0.369" 3"x3"x0.125" 2' x 7" x 0.055" x 0. 120" 5 4 2'xTx0.055"x0.120' 6)#14 0' CO rn 0 X Double Self Mating Beams 2 2"x8"x0.072"x0.224" 2'x5"x0.050"x0.100" - - 6 4 2'x4"x0.044"x0.100' 8 #14 S IT! 2 2"x9"x0.072"x0.224" 2"x6"x0.050'x0.120' - - 6 4 2'x6"x0.050"x0.120' 8 #14 flI Z 2 2"x9"x0.082"x0.306" 2"xTx0.055"x0.120" - - 8 6 2'x6"x0.050'x0.120" 8 #14 a 2) 2" x 10" x 0.092" x 0.369" 2" x 8" x 0.072' x 0.224" - - 10 8 2' x T x 0.055' x 0.120" 10 #14 The minimum number of thru bolts is (2) � 0 $ • Minimum post I beam may be used as minimum knee brace m i C �► �' Z s 0 O .I� y CO) Z �4 in SCREEN, ACRYLIC & VINYL ROOMS U) Lu ROOF PANEL Q (SEE SECTION 7) BEAMS MAY BE ANGLED FOR GABLED FRAMES BEAM AND POST SIZES (SEE TABLES 3A.3) SECTION 3A ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 3A.3) 1"x 2" MAY BE ATTACHED FOR SCREEN USING (1) POST NOTCH � � #10 x 1-1/2" @ 6" FROM TOP AND BOTTOM AND 24" O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = 1'-0" BEAM AND POST SIZES I 1"x. 2" MAY BE ATTACHED FOR (SEE TABLE 3A.3) SCREEN USING (1) #10 x 1-1/2" @ 6" FROM TOP POST NOTCHED TO SUIT AND BOTTOM AND 24" O.C. CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3"= V-0* SpN�O Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT C`� 0 P.O. BOX 274388, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)7G7-JITI4 FAX: (388) 767 -SM PAGE ® COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A'33 --T ---------- W w ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4"x 0.063" - - - - - - - - - - RECEIVING CHANNEL THRU ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/ THRU OR COMPOSITE PANEL BOLTS FOR SIDE BEAM ® - :E TABLE 3A.3 FOR NUMBER i FOR NUMBER OF BOLTS AND OF BOLTS)( ® - SIZE OF POST (SEE TABLE 3A.3) ® - BEAM AND POST SIZES I 1"x. 2" MAY BE ATTACHED FOR (SEE TABLE 3A.3) SCREEN USING (1) #10 x 1-1/2" @ 6" FROM TOP POST NOTCHED TO SUIT AND BOTTOM AND 24" O.C. CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3"= V-0* SpN�O Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT C`� 0 P.O. BOX 274388, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)7G7-JITI4 FAX: (388) 767 -SM PAGE ® COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A'33 XL CONSULTANTS IVC. AUTHORIZATION #L65610 ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32757 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL -POMPANO. COM WWW CCL -OR(JI N00. GOM ENGLE NATIONAL FLOOD INSURANCE PROGRAM CO,ilMLIN1TY NUMBER 127170 PANEL NUMBER 0040 £ MAP REVISION 4/17/1995 FL DOD ZONE A NO BASE FLOOD ELEVATION SHOW L 6 C R N D: R- RADIUS L- ARC 015TANCE A- CENTRAL ANGLE A/C CENITERL HONER SLAB �.f.ORAINACE EASEMENT LM.E - LAKE MAINTENANCE EASEMENT U.E. - UTILITY EASEMENT F.F. - FINISH FLOOR KAY'S LANDING PHA BEARINGS BASED ON THE wE5r LINE OF 711£ NORTHEAST 1/4 OF SECTION 34, TOw ,-.LnP 19 SOUTH, RANGE JO EAST, SEMINOL£'COUNTT; FLORIDA, BEING N0074'40`W, AN ASSUMED MERIDIAN D INDICATES 5/8' IRON ROD SET WITH NUMBER L85610 CAP, UNLESS OTHERMSE NOTED L& LICENSED BUSINESS Nd0 - SET NAIL AND DISC L015610 PC - PDRIT OF CURVATURE PGC - PDwT OF COMPOUND CURVATURE PI • POINT OF IN7ERSEC7ION PRC - P0114T OF REVERSE CURVATURE LOT: 5,900tsq.ft. LEGAL DESCRIPTION. - - PROPOSED LOT ELEVATION SCATS= l' - 00' KA YS LANDING DRIVE (50' RIGH T- OF WAY) S89'52 58 W 60.00' O I DMWWAr IT Ln ; J 0 79. JX ISI I ?0" 8.5, 1lFayj z L. L/ I X8.5. z _ I '7^ 1 TO"I LANOSCAPF-ASF&fENT.j I / 2.67 .0 COWPLO iw&??, MODEL "SANTA BARBARA 1I g (50.00' x 5 .JJ') "1 vt, 20Jltsq. /f. F.F. EL. J6.75' S _ LOCATION SKETCH (NOT TO SCALE) AIA/ ^A AIT, 1,^ .-,--/, AIII I'�n II /I ^I/1AI ,VI(Y! ._:,V,f,%7 .: v�l_v VlvV SVL7 LSI V IJ I I/I V Sx L.7. I v l 1 NOTE: BUILDING WILL BE STAKED AS SHOWN Lot 83, /lay's Landing Phase 1, according to the P/a/ /hereof, as recorded in Plat gook ?? a/ Page ?—?? of the Public Records, Seminole County, Florida. LJ NOTES• (SKETCH AND LEGAL ONLY, NOT A SURVEY) i O T. UNLESS IT eEAR5 711E 57CVATURE- AND THE ORIGINAL RAISED Z LANDS SHOKW HEREaV KS;W NOT ALISWAC1.';'0 SEAL OF A FLORIDA LICENSED 5URVEYOR AND MAPPER THIS BY CCL CONSULTANTS nVC. FOR $ASE.:1£N l5 At ORAWIVC, 5KETCH, PLAT OR MAP IS FOR W-ORMAWNAL RIGHTS -OAF -WAY or RECORG; .� PURPOSES ONLY AND IS NOT VALID, A001RONS OR Df4£77ON5 TO SURVEY MAPS OR REPORTS BY OTHER 7HAN THE SIGNING J. DATA SHOW HEREON WAS CO FD FROM UTrIEN L� PARTY OR PARTIES IS PROHIBITETJ w77H0UT KRIT7EN IN5714UMENTS AND OCAS CONSTITU7x AFIELD SURIE CONSENT OF RIE 9CNING PARTY OR PARTTEa AS SUCH REVISIONS DATE BY 'LOT PLAN 8/5/05 JAM `! I- w DAVID RUNO, P.S.IA a o PROFESSIONAL SUR CR and MAPPER #5670 STATE OF FLORIDA a Z DATE OF SKETCHDRAWN -CHECKED FIELD 8/5/05 BY JAM BY DMB I BOOK N/A as $CQC1C J. T I ; J 0 O ISI I ?0" 8.5, 1lFayj z L. L/ I z _ I '7^ 1 TO"I LANOSCAPF-ASF&fENT.j I / LOCATION SKETCH (NOT TO SCALE) AIA/ ^A AIT, 1,^ .-,--/, AIII I'�n II /I ^I/1AI ,VI(Y! ._:,V,f,%7 .: v�l_v VlvV SVL7 LSI V IJ I I/I V Sx L.7. I v l 1 NOTE: BUILDING WILL BE STAKED AS SHOWN Lot 83, /lay's Landing Phase 1, according to the P/a/ /hereof, as recorded in Plat gook ?? a/ Page ?—?? of the Public Records, Seminole County, Florida. LJ NOTES• (SKETCH AND LEGAL ONLY, NOT A SURVEY) i O T. UNLESS IT eEAR5 711E 57CVATURE- AND THE ORIGINAL RAISED Z LANDS SHOKW HEREaV KS;W NOT ALISWAC1.';'0 SEAL OF A FLORIDA LICENSED 5URVEYOR AND MAPPER THIS BY CCL CONSULTANTS nVC. FOR $ASE.:1£N l5 At ORAWIVC, 5KETCH, PLAT OR MAP IS FOR W-ORMAWNAL RIGHTS -OAF -WAY or RECORG; .� PURPOSES ONLY AND IS NOT VALID, A001RONS OR Df4£77ON5 TO SURVEY MAPS OR REPORTS BY OTHER 7HAN THE SIGNING J. DATA SHOW HEREON WAS CO FD FROM UTrIEN L� PARTY OR PARTIES IS PROHIBITETJ w77H0UT KRIT7EN IN5714UMENTS AND OCAS CONSTITU7x AFIELD SURIE CONSENT OF RIE 9CNING PARTY OR PARTTEa AS SUCH REVISIONS DATE BY 'LOT PLAN 8/5/05 JAM `! I- w DAVID RUNO, P.S.IA a o PROFESSIONAL SUR CR and MAPPER #5670 STATE OF FLORIDA a Z DATE OF SKETCHDRAWN -CHECKED FIELD 8/5/05 BY JAM BY DMB I BOOK N/A