The URL can be used to link to this page

Home My WebLink About1240 Retreat View Cir (2)• `� �` �c I CEIV D �f NOVY 7 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION Application No: Documented Construction Value: $ /S Job Address: 12140 R e � 2 e_A-i ✓t ew C,/L _ Historic District: Yes ❑ No ❑ Parcel ID: 3 2-/ 9- 3 c) - SS P- 0000 -1140 Zoning: Description of Work: 2'X 1.3'6 Sc,2eeQ IOoa.c h rte' Ali Al'y'nI t"rk P -6,04 - Plan Review Contact Person: T/in m.c,y?4 t1oA Title: Phone: tO7 3z3- 6o/0 Fax: 407 -3zi - j�o/ f,, E-mail: Property Owner Information Name CYn*h#4 W4irea- Phone: 407- 371- 97Y7 Street: 1 Z 40 Re f2eA f CIL- Resident of property?: ,yes City, State Zip: S47 -L-d P/- 3Z2;7/ Contractor Information Name Ce4-k 4) Mum MyM .Gleed Sia.✓KC LLC_ Phone: 4d7 -3z3 - 6`0/6 Street: 701 Co kn a.A/1 &cJ - Fax: 4,o 7- 3 z3 - 6 0/ S, City, State Zip: SIMc'iad Ft 32-773 State License No.: .SCC o5-6 75-4 Architect/Engineer Information Name: L�9-v"q (e_ A Gn /Ie H Street: P.O. 0p,,- 2qo 036 . City, St, Zip: pc)& t o /tAsye Cf. 3Z/,7j Bonding Company: Address: Building Permit 0 Square Footage: No. of Dwelling Units: Electrical O New Service - No. of AMPS: Phone: 3'9-6- 767 - 477 Fax: 3R-6- 767- 65 5"6 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: 00-> s'g 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 aU of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve -the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is ZPersonally Known to Me or Produced ID Type of ID , lure on for/Agent Date Irma f k,e P, 1A Print CCo-ntracttoorr/Agent's Name e Signature of Notary -State of USA MBR_ _ _I W NOTARY PUBLIC STATE OF FLORIDA Sam.wComm# DD955054 OWP 7* 125/2014 Contractor/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Z4A2Z11,L f AT' COMMENTS: Rev 11.08 PROPOSAL Central Aluminum SCREEN SERVICE LLC 701 Cornwall a Sanford, Florida 32773 din (407) 323.6010 a (386) 775-4751 Serving Central Florida for over 25 years POOL ENCLOSURES - PATIO ROOMS. - CARPORTS -AWNINGS - VINYL WINDOWS �eD ►� LIC# SCC056754 Date @ Estimate Customer C, -i �l� h Jb 110 O Order Mailing Address 1' 44e; P_e4r P,Q+ ✓, e.,, Job Address Phone Z4d7- 5Z1- 1 7`x7 Work Lot _ Blk.. Sub. Job Description I Amount I SCREEN Install Pool Enclosure Aluminum Mesh .......... Roof Style Roof Box Beams Color .......... ROOF Fiberglass Screen 2 x 2 Purlins Enamal ........ Walls Posts, 2 x 2 Chairail, Doors Color .......... I-/1✓1�9I� f 3 .,4 2 SGI�P6� f C�QLI� DOORS I.S. Swing ...... O.S.Swing ...... SPLASH Size........... Color .......... POST Size........... BEAM' Size........... Color .......... GUTTER Color .......... Size........... Downspout ..... Color.......... I 00c/- , 1,61" h-iarr p4A4e 3"K( coin pas/1-E Qoo 5 Qc111 �oXM <L.1T1-eA- Pr- A-Mr�- Total L Less Down Payment COMPLETION UNLESS Me Fropose hereby to furnish ml and labor — complete in accordance with above specifications. for the sum of: aeria VP-/? Co M ®Z 64-1011 dollars $ Payment to be made as follows: I G> AN material b guaranteed to be as specified. AD work to be completed N a worbn&n i * manner according Authcrtzod to standard prudess. Any alteration or deviation from above specifications Involfng extra cafe will be signature executed only upon wriben orders, and will become an extra charge over and above the estimate. AD agreements condgent upon strikes, accidents. or delays beyond our control. owner to carry Are. tornado. Note: This proposal maybe end other necessary Insurance. our workers are fully covered by Workman's compensation Insurance. withdrawn by us D rid accepted within days I ..........................................................................................................................».............................................................. ....,............................n.................................... ...... .......... ...... . ...... ) ,Acceptance of Frupasal — The above prices, specifications, and conditions are '�� / , ��✓ satisfactory and hereby accepted. You are authorized to do the work as specified. Payment Signature w will be made as outlined above. Date of acceptance 11 ) % 1 % Signature SCPA HyperLiteWeb Parcel View: 32-19-30-5SP-0000-1140 Page 1 of 2 t�a►vitt ,iorwrao.�. C 7A Parcel: 32 -19 -30 -SSP -0000-1140 PROPERTY Owner: WIBKER CYNTHIA L SAPPRAISEREMNOLE COLWrY. FLORIDA Property Address: 1240 RETREAT VIEW CIR SANFORD, FL 32771 < Back Save Layout Reset Layout 1 FNew Search Parcel: 32 -19 -30 -SSP -0000-1 140 Value Summary Property Address: 1240 RETREAT VIEW CIR I' LOT 114 RETREAT AT TWIN LAKES REPLAT PB 69 PGS 14 _ 20 2012 Working 2011 Certified Owner: WIBKER CYNTHIA L Values Values Valuation Method Cost/Market Cost/Market Mailin 1240 RETREAT VIEW CIR g• SANFORD, FL 32771 Number of s Buildings Subdivision Name: RETREAT AT TWIN LAKES REPEAT ` Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD (2007) Depreciated Bldg Value $67,382 $67,72_ Depreciated $81,382 550,000 I DOR Use Code: 0 1 03-TOWNHOME 1 EXFT Value $81,382 S25,000 Land Value (Market) S)4,000 S 14,OOC - -- -- - ---- --- – -- - - -- -- — - -- -- i i Land Value Ag S31,382 i lust/Value et 581,382 581,725 LCounty Portability Adj 581,382 $50,0001 OREGON AVE Save Our Homes Adj SO SC - - W ({ Amendment 1 Sates tu nrrenr wr .rFENAI -i+rs H Adj Assessed Value S81,3821 581,725 ` Tax Amount without SOH: $825 2011 Tax Bill Amount $825 rA1=TA Tax Estimator �o Save Our Homes Savings: SO Map Aerial Both Footprint �+ � Extents Center • Does NOT INCLUDE Non Ad Valorem Dual Map View - External Assessments http://www.scpafl.org/ParcelDetails.aspx?PID=32-19-30-5SP-0000-1140 11/17/2011 Legal Description I' LOT 114 RETREAT AT TWIN LAKES REPLAT PB 69 PGS 14 _ 20 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value ( County General Fund $81,382 550,000 531,382 1 Schools $81,382 S25,000 $56,382 City Sanford $81,382 550,000 S31,382 SJWM(Saint Johns Water Management)l $81,3821 S50,0001 S31,382 LCounty Bondsl 581,382 $50,0001 531,382 Sates I Deed Date Book Page Amount Vac/Imp Qualified CORRECTIVE DEED 12/2006 06519 0349 5100 Improved No SPECIAL WARRANTY DEED 11/2006 06472 1296 5243,500 Improved Yes i SPECIAL WARRANTY DEED 09/2004 06095 0758 S1,108,300 Vacant No http://www.scpafl.org/ParcelDetails.aspx?PID=32-19-30-5SP-0000-1140 11/17/2011 SCPA HyperLiteWeb Parcel View: 32-19-30-5SP-0000-1140 Find Comparable Sales within this Subdivision Page 2 of 2 Land Method Frontage Depth Units Unit Price Land Value LOT ).0001 14,000.001 S14,000 Building Information r 1*1 Description I Year Built I Fixtures Base Area Total SF I Heated SF Ext Wall Adj Value I Rept Value III SINGLE FAMILY1 2006 1 81 613 .001 1,854.001 1,409.00 CB/STUCCO FINISHI S67,3821 569,466 l Permits Permit # Type I Agency I Amount I CO Date I Permit Date Extra Features Description I Year Blt I Units I Value I Cost New I F<—Bac—k—FZ—Bac—k-1 Reset Layout New Search http://www.scpafl.org/ParceiDetails.aspx?PID=32-19-30-5SP-0000-1140 11/17/2011 Central Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 (407) 323-6010 oAaw AS LICA/ SCCO56754 0'1 � ��5y�eri f3�/ i/•n M�� ORIO k I FOR Cin d: G✓ ADDRESS Jl / Z o Oc+Re,44 JOB# ,,e�,. CSA . PORCH POOL #DOORS COLOR SCREEN n CUSTOMER GUTTER & ACC. ROOF ANGLE WP COLOR Q z X BRACING CABLE BENNETT ENGINEERING I)cq io „ n N — z r ,Z , L-7 \ n A ON V 0, M P. v n ry o a io „ n N — z r ,Z , L-7 \ n A ON P. v n ry o a I)cq 000k z rah" X n io „ n N — z r ,Z , L-7 \ n A ON `i I Iz�z \ A s `-i v ` i f fni I�) x I �� X14 - CO 14 - Co -r P \ rA ,can �— 1"30' GRAPHIC SCALE 0 15 30 PLAT OF SURVEY D -SCR':,- ON: 'AS F.1RNlS,:Eu j LOT 114, RETREAT AT TXN LAKES REPLAT AS RE -COR: -'E") ;'.I D -AT El -CV 09, PAr'ES 14-•20 0= TSE PUSUC RECORDS OF SEm;N0LE CCU\ TY, FL3R.04, FOR THE BENEFIT OF AND EXCLUSIVE USE OF: CYNTHIA W SIKER ENGLE HOMES / ORLANDO. INC. UNIVERSAL LAND TITLE FIRST AMERICAN TITLE INSURANCE COMPANY PREFERRED HOME MORTGAGE COMPANY ADDRESS: 1240 RETREAT VIEW CIRCLE NOTE: 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 09/25/06, 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. S. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. HAVE EXAMED THE FARM COMMUNITY PANEL NO 120294 0040 E kTED 04/1:'/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO E N ZONE X AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE Ar4YOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. .EASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. .EVATIONS SHOWN HEREON ARE BASED SEMINOLE COUNTY VERTICAL )HTROL AS SHOWN. ON THE'NORTHER,-Y UNE OF LUT 114 BEING S89.45'49'E, PER PLAT. 'FELL: :,AE:) 11-17-;5 F REVISE 001 it! -25 SQA' �. 1' = 30 FEET FlHAL 09/25/06 JR AP?RS', -0 BY: SJ I FOUNDATION 09/051 CKS BRIO( MALL ------------- 'MALL IS 3.0' ON W LOTS n 109-113 0'J; - Do o Z ET BU►.! DING PIAN mall 0� SR Ar.1 qj " g;`OVtCCS wALR IS DA ar OFF 35.33' S89'45'49" N89'45'49"W 35 33' OP. EGON A VE.V UE ----------------77.9------------------T---•�'------------ WALL IS 9' 1 ------------- LOT 10' WALL 114 10.0' 4 10.0' _ ,ti` FA 16.3 LOT in COVERED .l PA71x0 7.Or 1T~ 1� G1 W In 117 DENOTES PONT OF CURVATURE ?CC x N�3vs F p ^ tao' COVERED 123 ENTRY 1 I ` 13.o' J 10.0' POINT ON CURVE N89'45'49"W 35 33' OP. EGON A VE.V UE ----------------77.9------------------T---•�'------------ WALL IS 9' 1 3.0' ON 10' WALL 1 r1 EASEMENT 1 1 -----------------------------------�----a LOT LOT LOT DENOTES DELTA ANGLE 115 116 117 DENOTES PONT OF CURVATURE ?CC POINT OF COMPOUND CURVE 1 1 F: F,EAG-aS PC -NT OF .YhTSE•-aN 1 I 1 1 - POINT ON CURVE 1 1 I 1 PPNE PRIVATE PER -UAL MCN-EXCL.SIVE PRC a ; PRM PERMANENT REFERENCE MONUMENT OSM s 31 DENOTES PANT OF TANGENCY R �3^ LOTS RP RADIUS �C NT S/'W 118-122 OD 0. 0 Do TYP!C.AL _P LT!_TY PAD O 1 p 1 V) 1 1 1 1 � v 1 1 I 1 1 1 1 1 1 1 1 ----------------------------------- 1 15' UTILITY ; EASEMENT 1�. 77.99' 1 1 OL V OFF Qrin BS BB' i/i 194.3Y ----L LRlgH OF FAY---�---- 55 n - — - - PC N89'4S'49hM 279.99' % RETREAT MEW ROAD LEGEND LEGEND ALL IMPROVEMENTS WERE LAST LOCATED ON 09-25-05 ASM50706-114 1030 N. ORLANDO AVENUE, SUITE 8 ti=. T P t-06 RA ARY WINTER PARK, FLCRIDA ?'M -- PLT PLAN *-I:-:5 DLC 32799- '407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7/0 F:R �E aM ..AIA= S -NY -. i = SM #439- :A? • — • — • — BUILDING SETBACK UNE CENTERLINE RIGHT OF WAY UNE EXISTING ELEVATION A/C AIR CCNDITIONER ® BRICK PAVEPES CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCPETL BLXX WA'-' -'NA CORNER NOT ACCESSBLE ^P CCNCRE-E PAD :S SCWCRETE SLAB C/W CONCRETE WALK F.E. M. A. rEDERAL EMERGENCY MANAGDJENT AGENCY LNO FWND F'L FLORIDA POWER AND �GYT 0 DEN'Ir.CA'.)ON ARC ''JS +CIH :3 L:E%SED L.SNESS LS ::EVSED Sucl4 --P ;M) MEAS.OED 0 FND NAIL AND DISC LB /6393 (00/25/06) r1 D06/2I092CAPL�(5/D6) D DENOTES DELTA ANGLE (P) PER PLAT PC DENOTES PONT OF CURVATURE ?CC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT F: F,EAG-aS PC -NT OF .YhTSE•-aN zK PARKER KALON POC POINT ON CURVE P0. POINT ON LINE PPNE PRIVATE PER -UAL MCN-EXCL.SIVE PRC CD40TES POINT OF REVERSE CURIA",F' PRM PERMANENT REFERENCE MONUMENT OSM PROFESSIONAL SURYE`.'CR AND MAPPEi PT DENOTES PANT OF TANGENCY R RADIUS RP RADIUS �C NT S/'W SIDEWALK '? TYP!C.AL _P LT!_TY PAD ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT I hereby certify that the engineering contained in the following pages has been prepared in compliance with ASCE 7-05 and the writers interpretation of The 2007 Florida Building Code with 2009 Supplements, Chapter 20 Aluminum, Chapter 23 Wood and Fart A of The Aluminum Association of Washington, D.C. Aluminum Design Manual Part IA and AA ASM35. Appropriate multipliers and conversion tables shall be used for codes other than the Florida Building Code. Structures sized with this manual are designed to withstand wind velocity bads, walk-on or live loads, and/or loads as listed in the appropriate span tables. All wind loads used In Ods manual are considered to be minimum bads. Higher bads and wind zones may be substituted. Pursuant to the requirements F.S. 489.113, Subsection 9, the following requirements are hereby listed: 1. This master file manual has been peer reviewed by Brian Stirling, P.E. #34927 and a copy of his letter of review and statement no financial Interest is available upon request. A copy of Brian Starlings' letter Is posted on my web site, www.lebpe.com. 2. Any user of this manual, for the purpose of acquiring permits, must be a licensed Architect, Engineer, or Contractor (General, Building, Residential, or Aluminum Specialty) and are required to attend my continuing education Gass on the use of the manual prior to becoming a authorized user and bi-annually thereafter. 3. Structures designed using this manual shall not exceed the Writs set forth in the general notes contained here in. Structures exceeding these limits shall require site specific engineering. INDEX This packet should contain all of the following pages: SHEET 1: Aluminum Structures Design Manual, Index, Legend, and Inspection Guide for Screen and Vunyl Rooms. SHEET 2: Checklist for Screen. Acryllo d Vinyl rooms, General Notes and Specifications, Design Statement, and Site Exposure Evaluation Form. SHEET 3: Isometrics of solid roof enclosure and elevations of typical screen room. SHEET 4: Post to base and puran details. SHEET 5: Beam connection decals. SHEET 6: Knee wall, dowel and footing details. SHEET 7: Span Examples, Beam splice locations and detail. Alternate self -mating beam to gutter detail. SHEET 8.110: Tables showing 110 mph frame member spans. SHEET 8.120: Tables sjrowing 120 mph frame member spans. SHEET 6-130: Tables showing 130 mph frame member spans. SHEET 8-140: Tables showing 140 mph frame member spans. SHEET 9: Mobile home`attachment details, ribbon footing detail, and post to beam and anchor srhenes. SHEET 10A: Solid root p@ael products - General Notes & Specifications, Design Statement, design bad tablas, and gutter to roof details. SHEET 108: Roof connection details. SHEET 10C: Roof connection details, valley connection elevation, pian b section News, pan b compute panels to wood frame details, super d extruded gutter to pan roof detalls. e SHEET 100: Roof to panel details, gutter to beam detail, pan fascia d gutter end cap water relief detail, beam connection to fascia details, pan roof achoring details. SHEET IOE: Panel roof to ridge beam ® post details, typical insulated panel section, composite roof panel with shingle finish details. SHEET 10F: Tables showing allowable spans and applied loads for riser panels. SHEET IOG: Manufacturer specific design panel. SHEET /0H: Manufacturer specific design panel. SHEET 11: Die shapes 8 properties. SHEET 12: Fasteners - General notes b specifications. Design statement, and allowable loads tables. LEGEND This engineering is a portion of the Aluminum Structures Design Manual ('ASOM') developed and owned by Bennett Engineering Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the follovnng conditions are a mandatory prerequisite to Contractors purchase of these materials. 1. Contractor represents and warrants the Contractor. I.I. Is a contractor licensed in the state of Florida to build the stiactvres encompassed an the ASDM; 1.2. Has attended the ASOM training course within two years prior to the date of the purchase; 1.3. Has signed a Masterfile license Agreement and obtained a valid approval card from Bennett evidencing the license granted in such agreement. 1.4. Will not alter, amend, or obscure any notice on the ASOM; 1.5. Will only use the ASDM in accord with the provisions of Florida Status'section 489.113(9)(b) and the rotes WON the appropriate use of the plans and the calculations in the ASOM; 1.6. Understands that the ASOM is protected by the federal Copyright Act and that further distribution of the ASOM to arty third party (other than a local building department as part of any Contractors own work) would constitute Wrirgement of Bennett Engineering Group's copyright and 1.7. Contractor is Soley responsible for its construction of any and all structures using the ASOM. 2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM is provided 'as as' and *as available.' Bennett hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose, and noninfrirgemenl in particular. Bennett its officers, employees, agents, representatives, and successors, do not represent or warrant that (a) use of the ASOM will meet Contractors requirements (b) that the ASDM is free from error. 3. LIMITATION OF LIABILITY. Contractor agrees that Bennetts entire liabifily, if any, for any ciairn(s) for damages relating to Contractors use of the ASDM, which are made against Bennett, whether based in contract, negligence, or otherwise, shall be limited to the amount paid by Contractor for the ASOM. In no event will Bennett be fable for any consequential. exemplary, incidental, indirect, or special damages, arising from or in any way related to. Contractors use of the ASDM, even if Bennett has been advised of the possibility of such damages. 4. INDEMNIFICATION. Contractor agrees to Indemnify, defend, and hold Bennett harmless, from and against any action brought against Bennett by any third party (including but not limited to any customer or subcontractor of Contractor), with rasped to arty claim, demand, cause of action, debt. or liability, including reasonable atVuneys' fees, to the the extent that such action is based upon, or in any way related to. Contractors use of the ASDM. CONTRACTOR NAME: %") In CM .14 h O✓1 CONTRACTOR LICENSE NUMBER: 47 COURSE # 0002299 ATTENDANCE DATE: u- - t 2 -20116 CONTRACTOR SIGNATURE: SUPPLIER:Z4 AILLS BUILDING DEPARTMENT CONTRACTOR INFORMATION AND COURSE 90002299 ATTENDANCE DATE HAS BEEN VERIFIED: (INITIAL) INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS 1. Check the building permit for the following: Yes a. Permit card 6 address . . . . . . . . . . . . — b. Approved drawings and addendums as required . . . . . . . . . . . . . . . . — a Plot plan or survey . . . . . . . . . . . . . . . . . . . . . . . . — d. Notice of commencement . . — 2. Check the approved site specific drawings or shop drawings against the *AS BUILT' structure for • Yes a. Structures length, projection, plan 3 height as shown an the plans. ... — b. Beam sizes, span, spacing 3 stitching screws (d required) . . . . . . . — c. Puriin sizes. span 3 spacing . . . . . . . — d. Upright sizes, height. spacing d stitching screws (if required) . . . . . . . . . — e. Chair rail sizes, length 3 spacing . . . . . . . . . . . . . . . . . . . . . . . — f. Knee braces are properly installed (d required) . . . . . . . . . . . . . . . — g. Roof panel sizes, length 8 thickness . . . . . . . . . . . . . ... 3. Check load bearing uprights I walls to deck for. Yes a. Angle bracket size d thickness . . . . . . . . . . . . . . . . . . . — b. Correct number, size 3 spacing of fasteners to upright . . . . . . — o. Correct number, size 3 spacing of fasteners of angle to deck and sale plate — d. Upright is anchored to dock through brick pavers then anchors shall go through pavers Into concrete . . . . . . . . . . . . . . . . . . . . . 4. Check the load bearing beam to upright for: Yes a. Receiver breckeL angle or receiving channel size d thickness . . . . . . . . . . — b. Number, size d spacing of anchors of beam to receiver or receiver to host structure — c. Header attachment to host structure or beam . . . . . . . . . . . . . . . . . . — d. Roof panel attachment to receiver or host structure . — e. If angle brackets are used for framing connections, check number, size & thickness or fasteners . ..... ... ... ... .. . .... ..... . . — f. Post to beam attachments to slab . . . . . . . . . . . . . . . . . . . . 5. Check roof panel system'for. Yes a. Receiver bracket, angle or receiving channel size b thickness . . . . . . . . . . — b. Size. number 3 spacing of anchors or beam to receiver . . . . . . . . . . . . . — c. Header attachment to host structure or beam . . . . . . . . . . . . . . . . . — d. Roof panel attachment to recetver or beam . . . . . . . . . . . . . — Notes: No No Town & Country 6005 Indicator Mark (Instructions For Permit Purposes) To: Plans Examiners and Building Inspectors, These alloy indeni fncation marks have been provided to contractors and yourself for permitting purposes. The details below illustrate the alloy indentification marks and the location of such marks. These alloy marks are used set* for our 6005 extrusions. It is ultimately the contractors responsibility that Orey receive and use only 6005 alloy shapes when using this engineering. We are providing Ods document to simplify the irdentifucatian of our 6005 alloy materials to be used In conju tion with our 6005 engineering. A separate signed and sealed document from Town b Country will be provided to our'preapproved contractors once the materials are purchased. TC16005 SELF -MATING — ALLOY INDICATOR TC16005 HOLLOW CATOR PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY d MOTOR VEHICLES DIVISION OF MOTOR _ VEHICLES RULE 15C-2, THE SPAN TABLES, CONNECTION No DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND MOBILE HOMES CONSTRUCTED AFTER 1984. No THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REOUIREMENTS FOR THE FLORIDA BUILDING CODE 2007 EDITION WI 2009 SUPPLEMENTS. No LL J JOB NAME: Oi L/ het Jo •i ADDRESS: Q QG ftz.r:.9f e� Cr2 S9�fo2o DRAWING FOR ONE PERMIT ONLY True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010. J W 2O Z Z W -J 5 to } Z C7 WZ_ WZ U) % W W �V �W J U) �U <? Z Z 2 W - LU Z � ( J Q) W � O J Q 08-12.2010 1 OF 1 121c 1. Design Statement These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in Compliance with The 2007 Florida Building Code Edition with 2009 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A a 11-A; Exposure 'e')if or'C_ or'D'_� Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher, 120 MPH or L2aMPH for 3 second wind gust velocity load; Basic Wind Pressure L2_ Design Pressures for Screen I Vinyl Rooms can be found on page 3AL: a. 'B' exposure = _PSF for Roofs a _PSF for Walls b. 'C' exposure = _PSF for Roofs a _PSF for Wags c. 'D' exposure = _PSF for Roofs a _PSF for Walls Negative l.P.C.0.18 For *C* or 'D' exposure design loads, multiply 'S' exposure loads by factors in table 3A -C on page ani. 2. Most Structure Adequacy Statement: 1 have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. T11n6 A,, D. mcwlAhnoi Phone: 407-3.23 60/G Con tract thorized Rep' Name (please print) Date: ��' / 7- 20 (t n roc prized Rep' Signature ./ti/�e ��6 i��a Ret2Pgf U/ e�✓ C+2• Job Name a Address Note: Projection of room from host structure shall not exceed 16. 3. Building Permit Application Package contains the following: Yes No A. Project name a address on plans . . . .. . . . . . . . . . . . . . Y B. Site plan or survey with enclosure location . . . . . . . . . . . . . . . . . . . V C. Contractors I Designees name, address, phone number, a signature on plans . . V D. Site exposure form completed . .. )/c( .... . . . . . . . . . . . . . . . . v E. Proposed project layout drawing @ 4W or 1110' scale with the following: 1. Plan view with host structure area of attachment enclosure length. and . ✓ - projection from host structure 2. Front and side elevation views with SO dimensions a heights . . . . . . . . . JL 3. Beam span, spacing, a size . . . . . . . . . . . . (Select beam size from appropriate 3/11 series tables) 4. Upright height spacing. a sae . . .. ... . .. . . . . . . . . . . . . (Select uprights from appropriate 3A2 series fades) (Check Table 3A.3 for minimum upright size) •5. Chair rail or gins size. length, a spacing . . . . . . . . . .. . . . . . . . �L (Select chair rails from appropriate 3A2 series tables) '6. Knee braces length. location, a sae .. . .. . . . . . . . . . . . . . . . . (Check Table 3A.3 for knee brace sae) `.4. Highlight details from Aluminum Structures Design Manual: Yes No A: •Beam a purlin tables wl saes. thickness, spacing, a spans / lengths. Indicate . . . Section 3A tables used: 'Beam allowable span conversions from 120 MPH wind zone. "B' Exposure to _MPH wind zone and/or 'C' or *D* Exposure for bad width Look up span on 120 MPH table and appy win the following formula_ SPAN REQUIRED ----i F_ REQUIRED SPAN NEEDED IN TABLE /_(bord)= EXPOSURE MULTIPLIER (see this page 3) B. Upright tables wlsizes. thickness, spacing. a heights . . . . . . . . . . . (Tables 3/12.1, 3A.2.2, or 3A2.3) Upright or wall member allowable height I span conversions from 120 MPH wind zone, 'B' Exposure to _MPH wind zone and/or C Exposure for load width_ Look up span on 120 MPH table and appy the following formula: SPAN REQUIRED --I 1 REQUIRED SPAN NEEDED IN TABLE _/_(bord)= 100 10.0 EXPOSURE MULTIPLIER 1.14 12.0 (see this page 3) 1.12 119 11.0 Yes No C. Table 3A.3 with beam a upright combination If applicable . . . . . . . . . . . . - �C D. Connection details to be used such as: 17.0 1.00 1. Beam to upright 15.0 ✓ 2. ..................... ... .... 123 - 3. Beam to wall . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . _ V 4. Beam to beam . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 13015.0 S. Chair rail, punins, a knee braces to beams a uprights . . . . . . . . . . . . 0.93 6. Extruded gutter Connection . . . . .. . .. . . . . . . . . . . . . . . . . V E. U-cflp, angles and/or sole plate to deck . . . .. .. . . . . . . . . . . . . �C 0.91 Foundation detail type a size . . . . ... . . . ... . . . . . . . . 0.0-9 ' Must have attended Englneees Continuing Education Class within the past two years. 150 1 " Appropriate multiplier from page 1. 1 067 1 0.81 1 GENERAL NOTES AND SPECIFICATIONS 1. Certain of the following structures are designed to be married to Site Built 'Mock, wood frame or OCA approved Modular structures of adequate structural capacity. The contractor I home Ymner shall verify that the host structure is in good condition and of sufficient strength to hold the propose:; addition. 2. If the home owner I contractor has a question about the host structure, the owner (at his expense) shall hire an architect or engineer to verify dost structure capacity. 3. The structures designed using this section shall be limited to a maximum projection of 16, using a 4' existing slab and 2T -W with a type II footing, from the host structure. 4. Freestanding structures shall be limited to the maximum spans and size Omits of component parts. Larger than these limits shall have site specific engineering. S. The proposed structure must be at least the length or width of the proposed structure whichever is smaller, away from any other structure to be considered free standing. 6. The following rules apply to attachments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile I manufactured home strati use 'fourth wall construction'. This applies to util y sheds, carports, and / or other structures to be attached. b. 'Fourth wall construction' means the addition shall be self supporting with only the roof flashing of the two units being attached. Fourth wall construction is considered an attached structure. The most common 'fourth wall construction' is a post a beam frame adjacent to the mobile I rran0actured home. The same span tables can be used as for the front wall beam. For fourth wall beam use the carrier beam table. The post shall be sized according to this manual and/or as a minimum be a 2' x 3' x 0.050' with an 18'x2' x 0.044' knee brace at each end of the beam. c. If the mobile / manufactured home manufacturer certifies In writing Ghat the moble home may be attached to, then a'fourth wall' is NOT required. 5. Section 7 contains span tables and the attachment details for parts and composite panels. 6. Screen walls between existing walls, floors, and ceilings are considered Inflgs and shall be allowed and heights shall be selected from the same tables as for other screen walls. 7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load / applied load shag be 30 PSF. 9. All speed anchors are based on an enclosed building with a 16 projection and a Z over hang for up to a wind velocity of 120 MPH. 10. Spans may be interpolated between values but not extrapolated outside values. 11. Definitions, standards and specifications can be viewed online at www.lebpe.com 12. When notes refer to screen morns, they shag apply to acrylic I vinyl rooms Aso. 13. All gutter systems in which the back of the gutter is at or above the pan rib or above the top surface of a composite panel roof shall have a minimum 2' diameter hole In at! gutter and caps or alternate water relief ports In the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM B221 alter powder coaling. 15. All aluminum shag be ordered as to alloy and hardness after heat treatment and paint is applied. Example. 6063-T6 after heat treatment and paint process 16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAMA I NPEA I NSA 2100.2 for catagory I, It. a III surhrooms, non4mbitable and tmoonditioned. 17. Post members set in concrete as shown on the following details shag riot require knee braces. 18. Aluminum metals that will come In contact with ferrous metal surfaces or concrete /masons y products or pressure treated wood shall be coated w/ two coats of aluminum metal-and♦nasonry paint or a coat of heavyboded bituminous paint or the wood or other absorbing material shall be painted with two coats of aluninum house paint and the Joints sealed with a good quality caulking compound. The protective materials shag be as listed in section 2003.8.4.3 through 2003.8.4.6 of the Florida Building Code or Corobound Cold Galvanizing Primer and Finisher. 19. All fasteners or aluminum pans shall be corrosion resistant such as non magnetic stainless steel grade 304 or 316; Ceramic coated, double zinc coated or powder coated steel fasteners. Only fasteners that are warantied as corrosion resistant shall be used; Unprotected steel fasteners shag riot be used. 20. Any structure within 1500 feet of a salt water area; (bay or ocean) shag have fasteners made of non-rnagnedc stainless steel 304 or 316 sedes.410 series has not been approve: for ur- vAth aluminum by the Aluminum Associaton and should not be used. 21. Any project covering a pool with a salt water chlorination disinfection system shall use the above recommended fasteners. This is not limited to base anchoring systems but includes all oonnectim types. 22. Screen, Acrylic and Vinyl Room engineering is for rooms with solid wall araas of less than 40%. pursuant to FBC 1202.1. Vinyl windows are are not considered solid as panels should be removed in a high wind event For rooms where the glazed and composite panellsolid wall area exceeds 40%. glass room engineering shag be used. SECTION 3A DESIGN STATEMENT The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered to be enclosed structures designed to be married to an existing structure. The design wind loads used for screen a vinyl towns are from Chapter 20 of The 2007 Florida Building Code with 2009, Supplements. The loads assume a mean roof height 30' of less than ; roof slope of 0' to 20'; 1 = 0.87 for 100 MPH zone. I = 0.77 for 110 MPH and higher zones. All loads are based on 20 120 screen or larger. All pressures shown in the below table are In !'SF (NISF). Negative infernal pressure coefficient is 0.18 for enclosed structures. Anchors for Composite panel roof systems were computed on a load width of IT and 16 projection with a Z overhang. Any greater load width shall be site speciricAll framing components are considered to be 6005-76 alloy except where noted otherwise Section 3A Design Loads for Screen, Acrylic a Vinyl Rooms Exposure 'S" Note: Fnmbhg systema of screen, vbryl aro glass moms are eauNered to be maN trams resistance components. To coven Oro above beds from Exposure -S' to Exposues -C' or 9' see Table 3A -C not page. Table 3A -A Conversion Factors for Screen a Vinyl Rooms F-- 1'M Lle 1M"A Inti rn Mh" IF-- Roel I walls wind Zone Applied load Deflection Bending Applied Load deflection Sending MPR Hs ars 100 10.0 1.09 1.14 12.0 1.00 1.12 119 11.0 106 1.09 13.0 1.05 1.07 120 17.0 1.00 1.00 15.0 1.00 100 123 13.3 099 0.99 15.8 0.90 0.97 13015.0 75.4 0.95 0.93 18.0 0.94 0.91 140-182 17.0 0.91 0.87 21.0 0.0-9 065 150 1 20.0 1 067 1 0.81 1 24.0 085 1 0.79 Table 3A-8 Conversion Factors for Over Hangs From exposure 'B` to exposure'C' Wind Zone Applied load Deflection Bending MPH 115 b 100 46.0 1.01 1.02 110 47.1 1.01 1.01 120 48.7 1.00 1.00 123 we 0.95 097 135 566 0.95 0.92 140-1 1 65.7 0.90 0.56 140-2 65.7 0.90 0.86 1501 75.4 1 o.a6 I 050 Conversion Table 3A -C Load Conversion Factors Based on Mean Roof Height from Exposure "B" to "C' 0-'D" the larger mean mot height d host structure or enclosure Values are from ASCE 7415 SITE EXPOSURE EVALUATION FORM Exposure'B'to'C' Exposure 'B'to'0' Mean Roof Load Span Multiplier lead Span Multiplier SeeEXPOSURE a I 4rre I I Height' Conversion c7 Z coverelon ,ow EXPOSURE Fedor Bending Deflection Factor Bending Deflection 0 -15' 1.21 0.91 0.94 1.47 0.83 D ee ts'-27 1.29 0.65 0.92 1.51 Oe1 087 27.25' 1.34 0.66 0.91 1.60 0.79 0.66 g 2s' - 37 1.40 0.65 0.69 166 0.78 085 ul the larger mean mot height d host structure or enclosure Values are from ASCE 7415 SITE EXPOSURE EVALUATION FORM True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010. J UJQ 7 Q M (n O 20 ad W X _J H CO ? JQ W We0 W� �U Zen J 0 U IX LU �Q cm2 J W 2W w� ZV Z2 W .JQ W O O R rcLL 0 a 3iWO 83 ul a PUA 0J0 O z $ W SHEET = Z 2: W 2r_ Z Z W to OF 12 O I QUADRANTI i sw EXPOSURE 3 I 6W I QUADRANT IV �` I SeeEXPOSURE a I 4rre I I ,9w I I c7 Z QUADRANTII I I ,ow EXPOSURE I• 607 L - I - a I I a i QUADRANT III 6W I EXPOSUREI w to L-•--•--•--•--•- -- -- J O z NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD g SITE W W z USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR -9 O EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. ul EXPOSURE C: Open terrain Wh scattered obstructions. including surface undulaltions or other O irregularities, having heights generally less than 30 feet extending more than 1,500 feel L from the building site in any quadrant -1 1. Any building located wltNn Exposure B -type terrain where the building is within 100 feet horizontally in any direction of open areas of Exposure C-type terrain that extends more O W than 600 feet and width greater than 1501L Z No short term changes In V. 2 years before site evaluation and build out within 3 yea , site will be V. a 3. Flat open court grasslands, try, g ponds and ocean a shorelines In any quadrant for t (Q.1 than 1,500 feel J ny quadrant.N 4. Open terrain for more than 1,SW feet inany SITE IS EXPOSURE: EVALUATED BY: T /'r //7% CAW 0H DATE: &L/ 7 -20/t SIGNATURE: LICENSE fry: S 440.507.5 V 1601 08.12-2010 True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010. J UJQ 7 Q M (n O 20 ad W X _J H CO ? JQ W We0 W� �U Zen J 0 U IX LU �Q cm2 J W 2W w� ZV Z2 W .JQ W O O R rcLL 0 a 3iWO 83 ul a PUA 0J0 O z $ W SHEET = Z 2: W 2r_ Z Z W to OF 12 O INTERIOR BE (PER TABLES 3A' HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLI�N.T.S. ENCLOSURE SCALE: ALUMINUM ROOF SYSTEM (PER SOLID PANELHOST STRUCTURE OR ROOF SECTION) —� A l— FOURTH WALL FRAME RIDGE BEAM (PER TABLES 3A1.4) USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. EDGE BEAM (SEE TABLES 3A1.1 d 3x1.2) r` 'LW FOR MAX y UPRIGHT E H' HEIGHT (h) V x 2' c MIN. 3-1/2' SLAB ON GRADE W � ; VARIES OR RAISED FOOTING Q (FOR FOOTINGS SEE DETAILS o TYPICAL SCREEN. ACRYLIC OR VINYL ROOM PAGE 7) y W/ SOLID ROOF TYP. FRONT VIEW FRAMING m (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF V x 2' PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION prz 'plz @FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w J O.H. F j SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 20 P = PROJECTION FROM BLDG. Z 0 VARIES VARIES= LOAD WIDTH LW J tu } 'P' VARIES Z Q NOTES: � — F- 1. ANCHOR 1"x 2' OPEN BACK EXTRUSION W/ 1/4'x 2-1/4' CONCRETE FASTENER MAX. OF Z40' O.C. W > O 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 7-0' O.C.. ANCHOR BEAM AND COLUMN U M INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS ® EACH POINT OF I=. J Z CONNECTION. Q O 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2 • O.H. Q 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A1.3 Q W 4, ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING U) Z CONVERSION: (L 1`100-1231 130 1 140 1 150 LU #8 #,o #12 #u Z U TYPICAL SCREEN ROOM J SCALE: 1/8' = 1'-0' Q t, z rc a O LL O_ W Co 0 Z 2 K W W z U' z W u) � r- n U- 2 rL Lli c,x Z 4 IL a �O C al; C ao Y 10 co S ti m y N m L J C ui a W CL Oc $ U' z Cr W z SHEET c7 z W 0In 3 ^ 12 Co 08-12-2010 OF 0 True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010.