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HomeMy WebLinkAbout208 Cabana View WayQ d. VEB 0 9 2012 13Y: CITY F SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ / Job Address: OR azAnml;tw Historic District: Yes ❑ Noo Parcel ID: Q 9 19 31 5-01 6 000 OZoning: Description of Work: 1 ✓1 ex i&it l.4 -n i:T16' l 'n / ' Plan Review Contact Person: f f Title: U U' _� � �L0Ut Phone: (-10 7 3F3 955 7- Fax: k( 4 7 30-0- Sm E-mail: %r D��► R �r UC).CG� Property' Owner Information Name .) a c_o v e_l 1n em W i l L✓ Phone: y O 7 L R 7 q 7YF Street: 09 a 12 &11ii V1 tcv Resident of property? : �s City, State Zip: C4 K2 �/ p Contractor Information D Name P l eco/ -i Phone: qO 7 W,� 95J Street: 29,4 ek6r. t I Fax: (t 0 7 3aa (F C>3 City, State Zip: � 7 Z State License No.: 6 O 0 D 7 Architect/Engineer Information Name: �A-WrM Gtr 694Zy Phone; Street: Fax: City, St, Zip: E-mail: Bonding Company: �a�a Address: ( 44:11 C_P.✓-F • � 001f100 0098 tbilo' 0 91512 • 3116U,4 V10014 Building Per • 'tl Ism 2`"..4x3 .mm03 VM , -a 37 w no1eziaimo0 Square No. of Dwelling Units: Electrical O IT INFOR " "W"0 Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical 13 (Duct layout required for new systems) Mortgage Lender: Address: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that flio 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. 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 xceed the documented construction value when the executed contract is submitted, credit will be applied to y ur permit fees when the permA is released. Signaturejif Own Aunt Date + U r ,J ACQV&(IKA, �,vlld'ye, Print Owner/AgentTName BRYAN DORION Notery Public - State of "orids Mr Comm. Expires Mar 27, 2015 �'••`.,�;; Commission 0 EE 76950 Owner/Agent is Personally Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: lRit-1m ��21m, UTILITIES: r Signature of Contractor/Agent Date Icy +- (J� Print Contractor/Agent's Name //L Signa o Florida Date BRYAN DORION .r Notary Public - State of Florida My Comm. Expires Mar 27, ?015 ''••?��� •'', Commission N EE 76950 Contractor/Agent is Pers n o Me or Produced ID Type of ID WASTE WATER: FIRE: BUILDING: o2 SCPA Parcel View: 29-19-31-501-0000-0640 hitp://www.scpafl.orWParcel Detai ls.aspx?PID=29-19-31-501-0000-0640 pnvlu .kW.n u>n. CFA TROPERATY PRAISER ,SEMw=- =PnY. FLORIDA Parcel: 29-19-31-501-0000-0640 Owner: WILDER JACQUELINE M Propert, Address= 208 CABANA VIEW WAY SANFORD, FL 32771 < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel: 29.19.31.501-0000.0640 Values F Value Summary Property Add . 8 CABANA VIEW WAY Owner: WILDER JACOUELINE M AY SANFORD, FL 32771 Subdivision Name: CELERY KEY Tax District: S1-SANFORD Exemptions: DOR Use Code: 01 -SINGLE FAMILY L– �— TR tc T? IMF CABANA VIEW WAY jG113 110 � � EE Map Aerial Both Footprint + O Extents Center Larger Map Dual Map View - External Legal Description LOT 64 CELERY KEY PB 64 PGS 85 - 96 Tax Details Tax Amount without SON: $2.229 2011 Tax 801 Amount $2,229 Tax Estimator Save Our Homes Savings $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authorit 2012 Working 2011 Certified Taxable Value Values Values Valuation Method Cosl/Market Cost/Market Number of 1 1 Buildings $106.985 $0 Depreciated Bldg $90.985 $95.881 Value $106,985 County Bonds Depreciated EXFT $0 $106,985 Value $100 Improved Land Value $16.000 $16,000 (Market) 0854 $294,500 Land Value Ag Yes Find Comparable Sales wkhin this Subdivision Just/Market Value $106.985 $111,881 Portability Adj Save Our Homes $0 $0 Adj Amendment 1 Ad) $0 $0 Assessed Maluel $106.9851 $111.881 Tax Amount without SON: $2.229 2011 Tax 801 Amount $2,229 Tax Estimator Save Our Homes Savings $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authorit Assessment Value Exempt Values Taxable Value County General Fund $106,985 $0 $106,985 Schools $106,985 $0 $106,985 Coy Sanford $106.985 $0 $106,985 SJWM(Salnt Johns Water Management) $106.985 $0 $106,985 County Bonds $106,985 $0 $106,985 Sales Deed Date Book Page Amount Vac/Imp Oualifled WARRANTY DEED 0212011 07530 0446 $120,000 Improved No SPECIAL WARRANTY DEED 08/2010 07449 1359 $128.000 Improved No CERTIFICATE OF TITLE 07/2010 07417 0920 $100 Improved No WARRANTY DEED 01/2006 06264 0854 $294,500 Improved Yes Find Comparable Sales wkhin this Subdivision Land Method Frontagel Depth Unitsi Unit Pricel Land Value LOT 1.000 16.000.00 $16,000 Building Information 0 Description Year Fixtures Base Total SF Heated Ext Wall Adjj Repl Appendages I of 2 2/2/2012 12:25 PM PR A!_FR nun 'nip AC iN!` 2938 Stonewall Place • Sanford, FL 32773 Telephone: (407) 324-9960 Fax: (407) 322-3039 State Certified: NCBC053007 Im www.pragerbuilders.com r tog? V7y? NAME �A"�'� �' HOME # CELL# DATE o7 ADDRESS b.4n a V, P.W +ITY cS 0� !r6ld ZIP 3a 771 DIRECTIONS: REFERRED BY: SCREEN: p FLAT: GABLE: e)G 1 ROOF SIZE: KICKPLATE: a LlI lSIC (Nt 1 yr+ In fJ GUTTERS: WINDOW TYPE: Q p �-1 O n All FRAME COLOR: 6!K-0 h 7-P PORCH OVERHANG: HOUSE O.H.: SOFFIT? TIE IN HEIGHT: C1 t 141 FAN BEAMS: SLAB SIZE: DEMO: MATERIAL AND WORKMANSHIP GUARANTEED FOR 2 YEARS, NOTE: Contractor expressly reserves all contractors. mechanics and material man's lien which may be asserted under any provisions of the law to secure payment of the contract price and may assert and fix the same as a lien upon the real property on which installation is made. Purchaser agrees to supply electrical power at job site. NOTES: Ito '/z �3l goo w+ �I In 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A COMMON OCCURRENCE. 2) SPRINKLER HEADS MUST BE RELOCATED BY CUSTOMER. 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF HOMEOWNER. 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. 5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT. 6) IF HOMEOWNER'S ASSOCIATION APPROVAL IS NECESSARY, IT IS CUSTOMER'S RESPONSIBILITY TO OBTAIN PRIOR TO WORK START. %0001 LOS,) 1, tAJ "A 113 Uwl 1/We have rad ttheeforgoing �proposed contract and accept the same on the teens and conditions print/ed on the reverse side and as Purchase= -04q 1/ ` INA Date I O CONTRACT PR �� Estimator: Payment Schedule: DEPOSIT l >°/� BAL DUE l 2 7S S e ■ PLAT OF "BOUNDARY" SURVEY . for JACQUELINE M. WILDER Legal Description Lot 64, CELERY KEY, according to the plat thereof as reoorded in Plat Book 64, Pages 85 through 96, of the Public Regards of Seminele Geanty, Fleri4a. OFFICE PERMIT # lo CITY OF SMOMR9 • RIII1.010" ^ not REVIEW PLANN-1: 6 c• i' ;1 � L�RPN APPROVAia _ DATE • SURVEY NOTES: 1) -The street address of the above-described property is 208 Cabana View Way. 2) The above-described property lies in Flood Zone X. O Uj0 z 0 a JW N SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Kinimu■ Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. \` �" '�-�—� JACGUELWE M. WILDER KITNER SURVEYING, INC. UBRACE410IELOW. INC. R. BLAI R K I TNER - P.L.S. NO. 3382 SEMINOLE COUNTY SNUTTS a BOWEN. LLP Post Office Box 823, Sanford, Fl. 32772-0823 FIRST AMERICAN TITLE INSURANCE COMPANY (407) 322-2000 PROJECT NO: I0-253 SURVEY DATE: 21 FEBRUARY 2011 TRACT "B" ` TRACT "E" FOUND PON t ;N 89'56'00" W 60.00' -----CAP /6753 -------- ------- FOUND IRON h CAP /6753 8 15' DRAIN kGE EASEMENT v o 0.20 ' IN c -rcN..... _.... A ck 64 g (� Z O O 0 o p Oo.3o Pala m :. � coNcac,t ; .. O � IN -` 0..5' . p 9.9a' .0 w O II o 0 65 63 I n ra rn m � W -) V7No N N Q © c{ 0 U o 0 Q N 0 9.80 v CONC DRIVE ... ._. A -------- . ._. ._.___- ------- FOUND IRON k 10' UTILIT EASEME FOUND IRON k CAP /6753 CAP p6753 : • S: 89'56'00"'.'E .'60.00',.`3 5' cow WAX N 0 0 1 CABANA VIE�11 -WAY---------•-- • SURVEY NOTES: 1) -The street address of the above-described property is 208 Cabana View Way. 2) The above-described property lies in Flood Zone X. O Uj0 z 0 a JW N SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Kinimu■ Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. \` �" '�-�—� JACGUELWE M. WILDER KITNER SURVEYING, INC. UBRACE410IELOW. INC. R. BLAI R K I TNER - P.L.S. NO. 3382 SEMINOLE COUNTY SNUTTS a BOWEN. LLP Post Office Box 823, Sanford, Fl. 32772-0823 FIRST AMERICAN TITLE INSURANCE COMPANY (407) 322-2000 PROJECT NO: I0-253 SURVEY DATE: 21 FEBRUARY 2011 �26�' �,B•¢,r,/LI l/� �a77 �Go��Do7 a�47 %f I/ ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT 1 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 Part W of The Aluminum Association of Washington, D.C. Aluminum Design Manual Pan 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 loads, walk-on or live loads, and/or loads as listed in the appropriate span tables. All wind loads used in this manual are considered to be minimum beds. Higher bads and wind zones may be substituted. Pursuant to the requirements F.S. 409.111, 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 Stinirgs' letter Is posted on my web site. wwwJebpe.com. 2. Any user of this manual, for the purpose of acquiring permits, must be a licensed Ardhited. 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 biannua ly thereafter. 3. Structures designed using this manual shall not exceed the Omits set font in the general notes contained here In. Structures exceeding these Omits 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. Acrylic 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 purfin details. SHEET 5: Beam connection decals. SHEET & Knee wall, dowel and footing details. SHEET 7: Span Examples, Beam splice locations and detail. Alternate set -mating beam to gutter detail. SHEET 0-110: Tables slowing 110 mph frame member spans. SHEET 6-120: Tables stowing 120 mph frame member spans. SHEET 6.130: Tables showing 130 mph frame member spans. SHEET 6.140: Tables showing 140 mph frame member spans. SHEET 9: Mobile home attachment details, ribbon footing detail, and post to beam and anchor schedules. SHEET 10A: Solid roof panel products . General Notes d Specifications, Design Statement, design load tables, and gutter to roof details. SHEET IOB: Roof connection details. SHEET 10C: Roof connection details, valley connection elevation, plan 6 section views, pan a oompostits panels to wood frame details, super b extruded gutter to pan roof details. SHEET IOD: Roof to panel details, gutter to beam detail, pan fascia b gutter and cap water relief detail, beam connection to fascia details, pan roof achaft details. SHEET 10E: Panel roof to ridge beam @ post details, typical insulated panel section, composite roof panel with shingle finish details. SHEET 1OF: Tables showing allowable spans and applied loads for riser panels. SHEET 10G: Manufacturer specific design panel. SHEET ION: Manufacturer specific design panel. SHEET 11: Die shapes d properties. SHEET 12: Fasteners - General notes d specifications. Design statement, and allowable loads tables. LEGEND This engineering is a portion of the Aluminum Structures Design Manual ('ASDM') developed and owned by Bennett Engineering Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following conditions are a mandatory prerequisite to Contractors purchase of these materials. 1. Contractor represents and warrants the Contractor 1.1. Is a contractor licensed in the state of Florida to build the structures encompassed in the ASDM; 1.2. Has attended the ASDM 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 ASDM: 1.5 Will only use the ASDM in aecord.with the provisions of Florida Status section 489.113(9)(b) and the notes Gmiling the appropriate use of the plans and the calculations in the ASDM: 1.6. Understands that the ASDM is protected by the federal Copyright Act and that further distribution of the ASDM to any third party (other than a local building department as pan of any Contractors own work) would constitute infringement of Bennett Engineering Group's copyright and 1.7. Contractor Is soley responsible for its construction of any and all struclures using the ASDM. 2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM is provided'as is' and *as available.' Bennett hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose, and nori-In"ement. In particular, Bennett its officers, employees, agents, representatives, and successors, do not represent or warrant that (a) use of the ASDM will meet Contractor's requirements (b) that the ASDM is has from error. 3. UMITATION OF LIABILITY. Contractor agrees that Bennstrs entire liability, it any, for any dalm(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 ASDM. In no event will Bennett be liable for any consequential, exemplary, incidental, Indirect, or special damages, arising from or in any way related to. Contractors use of the ASDM, even if Bennet has been advised of the possibility of such damages. 4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennett harmless, from and against any action brought against Bennet, by any third party (including but not limited to any customer or subcontractor of Contractor), with respect to any claim, demand, cause of action, debt, or liability, including reasonable attorneys'fees. to the the extent that such action is based upon, or in any way related to. Contractors use of the ASDM. CONTRACTOR NAME: �� CONTRACTOR LICENSE NUMBER: !/ Qj` F COURSE 0 0002299 ATTENDANCE DATE: CONTRACTOR SIGNATURE: SUPPLIER: BUILDING DEPARTMENT CONTRACTOR INFORMATION AND COURSE 00002299 ATTENDANCE DATE HAS BEEN VERIFIED: (INITIAL) INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS 1. Cheek the i.uil''.. ; ^: �t for the following: Yes No a. Permit card b ad . . . . . . . . . . . . . . . . . . . . . . . . . . — dress A. Approved drawings and addendums as required . . . . . . . . . . . —0 c. 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 No a. Structure's length, projection, plan d height as shown on the plans. . . . . . . . b. Beam sizes, span, spacing b stitching screws (it required). . . .. . . e. Pullin sizes, span b spacing . . . . . . . . ... ......... . — — d. Upright sizes, height, spacing b stitching screws (it required) . . . . . . . . . . e. Chair rail Was, length 6 spedrg. . . . . . . . . . . . . . . . — — L Knee braces are properly installed (d required) . . . . . . . . . . . . . . — g. Roof panel sizes. length d thickness 3. Check load bearing uprights I walls to deck for. Yes No a. Angle bracket sae d thickness . . . . . . . . . . . . . . . . — b. Correct number. sae 8 spacing of fasteners to upright . . . . . . . . . . . . . . — — c. Correct number, size b spacing of fasteners of angle to deck and sole plate . . d. Upright is anchored to deck through brick pavers then anchors shat go through pavers into concrete . . . . . . . . . . . . . . . . . 4. Check the load bearing beam to upright for. Yes No ^` o ^ N ' v i rn J LL �. ^ E 0 ru1 v N„,m cn u 4-1 _Z = Ll > " 0- C=p o c olio N I..-- L 0, ,1 d CWC d - x 8, C >v,,-, w c IIII a ^ owk E mill •r- A ^ c, ^ J Y r O r- E N t - m N v coW ^ ►- z a. Receiver bracket. angle or receiving &"at sae b thickness . . . . . . . . . — J O b. Number, sae d spacing of anchors of beam to receiver or receiver to host structure — Q \ E c. Header attachment to host structure or beam . . . . . . . . . . . . . . — — W Z U) LU d. Roof panel attachment to receiver or host structure . . . . . . . . . . . — o Q 2 e. If angle brackets are used for framing connections, check number, sae b thickness Q N of fasteners. ..... . ..... ..... ........ — — f. Post to beam attachments to slab . . . . . . . . . . . . . . . . — — 20 Z Z i lap S. Check roof panel system for. Yes No t9 (7 . -} a. Receiver bracket, angle or receiving channel sae d thickness Z Z f b. Size, number A spacing of anchors of beam to receiver . e. Header attachment to host structure or beam . W Z LU Z C - Z- O a.a d. Roof panel attachment to receiver or beam w U) 1 LU . . . . . . . . . . . . . . . . . — — 0. LIJ Notes: cc L) 0:U a o N J fns - _O ()� QZ °o 1u > v 1u q 0 mo �Q ZZ z Z Q 11J „i LU 2 LU Z J m ALU Z d' 0 o W z 2 N (n rc Z LIJ J 0 u Ir LL O Q e r c Lu o_ por 9 to W ra A # R p J yay 0 LL uI LL uI 7! LU m W d w W LL �O y y a Y C d � oil A tYi PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF C, ti '� m r UJ HIGHWAY SAFETY b MOTOR VEHICLES DIVISION OF MOTOR d VEHICLES RULE ISC-2, THE SPAN TABLES, CONNECTION V j G o DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE C U ii DESIGNED TO BE MARRIED TO CONVENTIONALLY m c CONSTRUCTED HOMES AND I OR MANUFACTURED 1IOMES AND m MOBILE HOMES CONSTRUCTED AFTER 1984. THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. JOB NAME cur ADDRESS: Z Z144- 1 DRAWING FOR ONE PERMIT ONLY 08-12-2010 OF ►J CHECK LIST FOR SCREEN. ACRYLIC & VINYL 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 Budding Code Edition with 2009 Su plements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Pan I A d IIA Exposure B' or or 'D' ; Importance factor 0.87 for 100 MPH and 0.77 for 1 J2,MPH and higher; 120 'A7 cuff MPH for 3 second wind gust velocity load; Basic Wind Pressure LvjDesign Pressures for Screen / Vinyl Rqqrns can be found ona 3Aii: a. 'B' exposure = PSF for Roofs 8 4 PSF for Wags b. 'C• exposure = _PSF for Roofs d _PSF for Wates c. 'D' exposure = _PSF for Roofs d _PSF for Wells Negative I.P.C. 0.18 For *C* or -D' exposure design loads, multiply -B' exposure loads by factors in table 3A -C on page 3iii. 2. Host Structure Adequacy Statement: I have inspected and verity that the host structure is in good repair and attachments made to the structure will De Soli . /�-44/v Phone:qo-) ?to-q5T, Contractor / Authorized Re ' I me (please print) �% / L Date• / ! /' ConUar!{or / A�Oia' ed R I Sig two LZI1 YssiA Job Name b Address . . � Note: Projection o1 room from host structure shall not exceed 16'. wells 3. Building Permit Application Package contains the following: Yes No A. Project name b address on plans . . . . . . . . . . . . . . . . . . . . . _ B. Site plan or survey with enclosure location . . . . . . . . . . . 1.00 C. Contreclor's / Designer's name, address, phone number, b signature on plans 12.0 D. Site exposure form completed . . . . . . . . E. Proposed project layout drawing @ 1/8' or 1/10' scale with the following. EXPOSURE MULTIPLIER 1. Plan view with host structure area of attachment. enclosure length, and . J[ projection from host structure / 2. Front and side elevation views with all dimensions d heights . .. . . . . . ✓ 3. Beam span. spacing. b sae . . . . . . . . . . . . . . . . . . . Uptight or wall member allowable height I span conversions from 120 MPH (Select beam sae from appropriate 3A 1 series tables) wind zone, 'B' Exposure to _MPH wind zone and/or 'C Exposure for load 4. Upright height, spacing, d sae . . . . . . . . . . . . . . . . . . . . . (Select uprights from appropriate 3/t2 series tables) / (Check Table 3A.3 for minimum upright sae) , S. Chair rag or gins sae. length. rt spaclng . . . . . .. . . . . . . . . . (Select chair rags from appropriate 3A.2 series tables) / S. Knee braces length, location, & sae . . . . . . . . . . . . . - Y (Check Table 3A.3 for knee brace size) / 4. Highlight details from Aluminum Structures Design Manual: YssiA A. Beam 6 purlin tables w/ saes, thickness, spacing, b spans / lengths. Indicate . . . � Section 3A tables used: wells Beam allowable span conversions from 120 MPH wind zone. *W Exposure to wind Zone Applied Load DeflectionLb MPH Ars d _MPH wind zone andlor'C' or *D* Exposure for bad wktth 120 Look up span on 120 MPH table and appy the following formula: 1.00 SPAN REQUIRED ---i F- REQUIRED SPAN NEEDED IN TABLE 12.0 100 _/1(bord)= 1t0 EXPOSURE MULTIPLIER 1606 (see this page 3) 13.0 S. Upright tables w/ sizes, thickness, spacing, 4t heights . . . . . . . . . . . . . (Tables 3A.2.1, 3A.2.2, at 3A.2.3) 13.0 Uptight or wall member allowable height I span conversions from 120 MPH 65.7 wind zone, 'B' Exposure to _MPH wind zone and/or 'C Exposure for load 1.00 width_ 123 Look up span on 120 MPH table and appy the following formula: 0.99 SPAN REQUIREDY��A���{{{///��-REQUIRED SPAN NEEDED IN TABLE -IL(bord)=4 1J EXPOSURE MULTIPLIER _ (see this page 3) Yes No C. Table 3A.3 with beam d upright combination it applicable . . . . . . . . . . . 0.95 D. Connection details to be used such as: 1. Beam to upright / 2. ................... ......... �[ 3. Beam to wall. . . . . . . . . . . . . . . . . . . . . . . . 17.0 4. Beam to beam . . . . . . . . . . . . . . . . . . .. . . . . .. . . . S. Chair rail. pudins. b knee braces to beams a uprights . . . . . . . . . . . S. Extruded gutter connection . . . . . . . . . . . . . . . . . . . . . . . E. U -c ip, angles and/or sole plate to deck . . . . . . . . . . . . . . . I / Foundation detail type d sirs . . . . . . . . . . . . v - • Must have attended Engineers Continuing Education Class within the past two years. " Appropriate multiplier from page 1. GENERAL NOTES AND SPECIFICATIONS 1. Certain of the following structures are designed to be married to Site Built Block, wood frame or DCA approved Modular structures of adequate structural capacity. The contractor I home owner shag verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If the home owner / contractor has a question about the host structure, the owner (at his expense) shag hire an architect or engineer to verify host structure capacity 3. The structures designed using this section shall be limited to a maximum projection of 16, using a 4' existing slab and 20'-0' with a type II footing, from the host structure. 4. Freestanding structures shall be limited to the maximum spans and sae limits of component parts. Larger than these limits shall have site specific engineering. 5. 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 shall use'fourth wag construction'. This applies to utify sheds, carports, and / or other structures to be attached. b. 'Fourth wall constnuction' means the addition shall be self supporting with only the roof flashing of the two units being attached. Fourth wall concoction Is considered an attached structure. The most common *fourth wall construction' is a post b beam frame adjacent to the mobile / manufactured hone. The same span tables can be used as for the front wall beam. For fourth wall beam use the carrier beam table. The post shag be sized according to this manual and/or as a minimum be a 2• x 3• x 0.050' with an 18' x 2' x 0.044' knee brace at each end of the beam. c. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached to, then a'fouM walr is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing walls, floors, and ceilings are considered infigs and shag be allowed and heights shall be selected from the same tables as for other screen wags. 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 bad shag be 30 PSF. 9. All specified 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.labpe.00rn 12. When notes refer to screen rooms, they shag appy to acrylic / vinyl rooms also. 13. All gutter systems in which the back of the gutter is at or above the pan rib or above the top surface of a composite panel roof shall have a minimum 2' diameter hole in all gutter and caps or alternate water relief ports In the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM 9221 after, powder coating. 15. All aluminum shall be ordered as to alloy and hardness after, heat treatrnenl and paint is applied. Example: 6063.76 after heat treatment and paint process 16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAMA / NPEA / NSA 2100.2 for category 1, 11, d III sunrooms, non -habitable and unconditioned. 17. Post members set in concrete as shown on the following details shag not require knee braces. 18. Aluminum metals that will come in contact with ferrous metal surfaces or concrete /masonry products or pressure treated wood shall be coated w/ two coats of aluminum metal -and -masonry paint or a coat of heavy -bodied bituminous paint, or the wood or other absorbing material shall be painted with two coats of aluminum 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 parts 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 warranlied as corrosion resistant shag be used; Unprotected steel fasteners shag not be used. 20. Any structure within 1500 feet of a salt water area; (bay or ocean) shag have fasteners made of non-magnetic stainless steel 304 or 316 series.410 series has not been approved != use with aluminum by the Aluminum Assodaton and should not be used. 21. Any project covering a pool with a salt water chlorination disinfection system shag use the above recommended fasteners. This is not limited to base anchoring systems bud includes all connection types. 22. Screen, Acrylic and Vinyl Room engineering Is for rooms with solid wag areas of less than 4091, 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 paneVsolid 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 wags and are considered to be enclosed structures designed to be merited to an existing structure. The design wind loads used for screen b vinyl rooms are from Chapter 20 of The 2007 Florida Building Code with 2009 Supplements. The bads assume a mean roof height of less than 30: roof slope of 01 to 20% 1= 0.87 for 100 MPH zone, I = 0.77 for 110 MPH and higher zones. AD bads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (d/SF). Negative internal pressure coefficient is 0.18 for enclosed structures. Anchors for composite panel roof systems were computed on a load width of 10' end 16 projection with a 7 overhang. Any greater load width shall be site specificAll framing components are considered to be 6063-T6 alloy. Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Exposure'B' Note: Framing systems of saean, vlrryl and glass rooms are mrsldatsd to be main home resistance components To comer the above loads from F.xposiue re' , Exposam 'C or %r see Table 30kC rem page. Table 3A -A Conversion Factors for Screen d Vinyl Rooms Table 3A -B Conversion Factors for Over Hangs From exposure 'B' to exposure 'C' Wind Zone Applied Load Deflection Bending MPH AIS b foo Root 1.01 1.02 wells 47.1 wind Zone Applied Load DeflectionLb MPH Ars d pplied Load Deflection Bending uSF ( b1.09 120 48.3 1.00 1.00 12.0 100 1.12 1t0 116o 1606 0.95 13.0 1.05 1.07 120 13.0 1.00 65.7 15.0 1.00 1.00 123 133 0.99 15' . 20' 1s.9 099 0.97 130 15.0 0.95 20' • 2S 18.0 0.94 0.91 140-1d2 17.0 0.91 2s' -30' 21.0 089 obs Iso20.0 0.05 087 24.0 it Des 0.79 Table 3A -B Conversion Factors for Over Hangs From exposure 'B' to exposure 'C' Wind Zone Applied Load Deflection Bending MPH AIS b foo 4664 1.01 1.02 110 47.1 1601 1.01 120 48.3 1.00 1.00 123 50.8 0.98 097 130 511.6 0.95 092 140.1 65.7 0.90 0.86 148.2 65.7 0.90 085 160 75.4 0.86 0.80 Conversion Table 3A -C Load Conversion Factors Based on Mean Roof Height from Exposure 'B" to 'C" & ID' Use larger mean root height of host sburLne or enclosure Values we born ASCE 745 SITE EXPOSURE EVALUATION FORM Exposure 'B* to 'c* Exposurs'S' to'D' OUADRANTI I I Mean Roof Load Span Multiplier Load Span Multiplier I I 1W I Height- Conversion � conversion I I O ( QUADRANT III 60o I o Factor Bending Deflection Factor Bending Deflection EXPOSURE. 'C'OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. , w 0-15, 1.21 091 0.94 1.47 083 0.88 2. No short term changes in V. 2 years before site evaluation and build out within 3 years, w 15' . 20' 1.29 0.88 0.92 154 0.81 0.87 20' • 2S 1.34 o es 0.91 1.60 0.79 008 2s' -30' 1.40 0.95 0.89 1.66 0.70 0.05 Use larger mean root height of host sburLne or enclosure Values we born ASCE 745 SITE EXPOSURE EVALUATION FORM z oc W W SHEET I tion OUADRANTI I I EXPOSURE I I QUADRANT IV I 6W I �` I tow I I EXPOSURE ]& l fro too QUADRANTII I z_ I I 1W I (, coir EXPOSURSe � I a I I O ( QUADRANT III 60o I o EXPOSURE j � m L-•--•--•--•--•- L.-- --.J O NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD i SITE Lu W W USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C, OR 1Y EXPOSURE. 'C'OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. , w EXPOSURE C: Open terrain with scattered obstructions, including surface undulaltions or other , o: OLL Irregularities, having heights generally less than 30 feet extending more than 1,500 feet ` from the building site in any quadrant w 1. Any building located within Exposure B -type terrain where the building is within 100 fe01 horizontally In any direction of open areas of Exposure C-type terrain that extends moreou than 6x00 feel and width greater than 150 R u9 2. No short term changes in V. 2 years before site evaluation and build out within 3 years, w site will be V. - 3. Flat. open country, grasslands, ponds and ocean or shorelines in any quadrant for greater cl than 1,500 feet 4. Opg[h terrain for more than 1,500 feet any qtr rant / y 1 f�/7 •l•,.�/ C SITE IS EXPOSURE: EVALUATED BY: DATE: p' o� N M SIGNATURE: LICENSE 08-12-2010 �o < N N J � n H JLL N O O CZ V1 9mc+u CeD 4J a" U ro Ve vqi, C/Z3 d LL I N C= O L. p o0o tic+ V 1 d Co rTo � tri c III •r V n J ra ^ Oa r a Q M r" rJ Co W n F J U) a Q 2 to LL O 20 c0 WW FW- N O G ? 0.W i aa LU W ca w f- 0: L) - 0:U ZN J 0Z W H Q J W 2 W LU - in 6 N LU J W o Q p a I r In J n LL W a LU aWALL 0 C� u 4 tri m O A l n WID y c ism J_ v -O y U a o n m r rL 0 G 2 lY L'1 SEAL z oc W W SHEET z 0 Z 2 W 2 W 12 OF 0 INTERIOR BEAI (PER TABLES 3A.1 I H 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 SOLID PANELHOST STRUCTURE OR ROOF BECTON) � FOURTH WALL FRAME � USE BEAM TO WALL DETAIL RIDGE BEAM (PER TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. EDGE B (SEE TABLES 3A.1.1 d 3A 2) 'LW FOR H. UPRIGHT' EIGHT (A) 1' x 7 MIN. 3-1/7 S ON GRADE VARIES OR RAISED F NG TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTIN SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7) (HEIGHT OF UPRIGHT M MEASURED FROM TOP OF 1' x 7 PLATE TO BOTTOM OF WALL BEAM) OAD WIDTH FOR R ALTERNATE CONNECTION 'Piz 7 @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w O.H. U SOLID ROOF X NO MAXIMUM w N (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. w ve� ¢ veulcc i LW = LOAD WIDTH NOTES: T VARIES 1. ANCHOR V x 7 OPEN BACK EXTRUSION Wl 1/4- x 2-114' CONCRETE FASTENER MAX. OF 70 O.C. AND WI IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 7 TO WOOD WO..L W/ #10 x 2-117 S.M.S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 7-0' O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS g 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 3A1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #B 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 1/8' = I -(r � Q N N J LL n f LL N O O w -r; -u u�v<0 >o� O 1-OcoaA+ H— L tD N d LJJ a --'& IIID�1Owc O c ^ `2 -a u^�-Jm r � .r. NN 1- 3 QtA 0o � J � W n H J Q z co 20 ZD N } J UW W o U_ ,a JZ O ?U Q W Z N W W Z1% M 0 J Q I0 A r N 2 LL 2 E a W d WOE LL W �' (C o Ix a c �4 CUA LL > Lu dx` A O C O m d z � o W f W 2 z / 2 W a N W 0 O 0 0 z ii J m 0 O LL 0 N W 17 01 SEAL z O LuW w SHEET U z z 3 W � W W z N _ z W 12 m 08.12.2010 OF 0