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HomeMy WebLinkAbout145 Rockhill Dr/L/ jai li JAN 2 8 2012 ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION '— Application No: / Documented Construction Value: $ ./•� �7 Job Address: . /SSS Qo c 4 4, // � �4t'��d Historic District: Yes ❑ Nom Parcel ID: 3-7 / 9 3 0 .s/ (0 O o 0 0 /,5'/0 Description of Work: (:e 07 Plan Review Contact Person: " / /Oi1.4. Phone: Y 0 7 71-10 3 0o9 7 Fax: Zoning: Property Owner Information e*117 Title: /H GL B:�1J-I lc• /.4 @ t 4,000 eon Name U_4 i� A2� A/,s.S on ^^ Phone: V 0 7 7,V0 7 O Z 7 Street:�oC' le- Resident of property? : c e -S City, State Zip: r_ a /-0'-/ 32 771 ,p Contractor Information Name (/ �� 1e vrr-j Phone: Y D 7 .313 9�5_,5,_5 Street: 3 // / Fax: V 0 7 3a2 - 3 0 F9 City, State Zip: r 4 iel A/ 3a 7%3 State License No.: C A7 C 0.5'3 00 7 Architect/Engineer Information Name: C�l,��e4 C/c_ �w7iL Phone; Street: City, St, Zip: Fax: E-mail: Bonding Company: ZIA mud Mortgage Lender: Address: Address: :193114 NAYNC �.%��%• [6,W10014• ad00 %RERMITIN: ► RMATION Building Permit ttq$3 mmol vM �moa Square Footage. Construction Type. No. of Dwelling Units: Flood Zone: Electrical O New Service - No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing 13 0011;00 my" sbhot'i to sis-12 • 30009 V100" >ros ,IS isM a90gr3 .mmo3 YM oeeax 13 % roieaimno3 New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 Signature of Contractor/AgeDate Print Owner/Agent's Name Date BRYAN OORION Notary Public . Sbte of Florida My Comm. Expires Mar 27.2015 '••.'�„an,..� Commission N EE 76950 Owner/Agent is Personally Known to a or Produced ID Type of ID APPROVALS: ZONING: 11144 1• zXP I ? UTILITIES: fC�GH i ew Print Contractor/Agent's Name re of Notary -S to of Florida Date �.aV rup r : BRYAN OORION . Notary Public . State of Florida y ip My Comm. Expires Mar 27. 2015 Commission # EE 76950 T-ontmc y Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: �r L COMMENTS: c✓ 1-> 4 r M sl.h - oP._, s we y 7,, Rev 11.08 Permit Number Parcel Identification Number S5 / % .30 -5-/6 O DO O /'-'5-E Prepared by: le-C-1�1�'`t Return to: NOTICE OF COMMENCEMENT State of Florida The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. m Z IINOIX COUNTY x7701 Pg 15MI Upg) E RK' S 0 E•U 1 2008556 ORDED 01/P4/201P 11:18:40 AN ORDINS FEES 10.00 ORDER BY T Smith � tr all o COPY . NE MORSE CI M pRY AN COijRT CLERK OF RCOIT �ORIDA E uNr. SEMIN PUN C� RK�� JAN 2 _ 1. Descripti n of pr perty (le al de criptio of the properly and street address if availably �- c�<< q.a—c. -�— /SCJ 2. General descriptioWof improvement(s) 3 Owner information Name & Address Telephone & Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name & Address Telephone'& Fax Number 5. Contractor Name & Address \ Telephone & Fax Number J3 7 7% ;;2.11 6. Surety (if any) Name & Address i✓�a �-- .r �' Telephone & Fax Number Amount of bond $ 7. Lender (if any) Name & Address Telephone & Fax Number 1.1 E Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7, Florida Statutes. Name & Address i✓/A Telephone & Fax Number In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name & Address �>:�� ���� r� `J .0� c�-1 v .,�• c�+� /� �� Telephone & Fax Number C: Ar- 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Zj 2, / 2— WARNING WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. /S.S cs -I Signature of Owner or Owners Authorized Officer/Director/Partner/Manager Print Name Sworn toed) andS�ubscribed before me this P;Z by A -I, 6 P,,L3 ol7 as attorney in fact) for executed. ersonally known to me OR of Name Z G produced day of , 20 (Z - (type of aut ority, e.g. officer, trustee, _ (name of parry on behalf of whom instrument was as identification. gip` •:�;.; BRYAN DORION SEAL Notary Public • State of Florida ;,yam f My Comm. Expires Mar 27, 2015 %t;��• Commission # EE 711950 --- AND -- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and to , _ 23-20 (7/07) Signature of Natural Person Signing (in line # 11) Above P G BUILDERS INC 2939 Stonewall Place • Sanford, FL 32773 'fele hone: (407) 324-9960 Fax: (407) 322-3039 ro (, State Certified: #CBC053007 Aoon-A- O36 9 www.pragerbuilder Ocom o yo7 7y 0.3 o z7 7 NAME A � A � sJ ° 01)� � HOME # G✓ �G CELL# DATE ADDRESS �y�' rD.. CITY C>S;" ZIP 77 DIRECTIONS: bo 4 :�o W n 1--/© k La.- REFERRED BY: SCREEN: / e y /_; 1^-� c4 4,/tl FLAT: GABLE: v TIEIN: If C, : ROOF SIZE: DOORS: .2 4 e KICKPLATE: �o'��r k GUTTERS: /^ Z /te e& o' WINDOW TYPE: FRAME COLOR: 4 PORCH OVERHANG: HOUSE O.H.: 051 SOFFIT? TIE IN HEIGHT: FAN BEAMS: SLAB SIZE: DEMO: _//G q— 4�, d-4,EZ d ELECTRICAL t!90-- ���- //t w) 01 .L G AdF1 G i � t �c^^otr�t e it� r �` lam✓ Ae 7 c ) MATERIAL AND WORKMANSHIP GUARANTEED FOR 2 YEARS. NOTE: 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A Contractor expressly reserves all contractors, mechanics and material COMMON OCCURRENCE. man's lien which may be asserted under any provisions of the law to 2) SPRINKLER HEADS MUST BE RELOCATED BY CUSTOMER. secure payment of the contract price and may assert and fix the same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF lien upon the real property on which installation is made. HOMEOWNER. Purchaser agrees to supply electrical power job site.4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. 4 6 S) O INACCESSIBIOWNER IS OLI�TY OR MISSING PERMIT.SIBLE FOR ANY ECTION FEES DUE 6) IF HOMEOWNER'S ASSOCIATION APPROVAL IS NECESSARY, IT IS CUSTOMER'S RESPONSIBILITY TO OBTAIN PRIOR TO WORK START. NOTES: C, '447 o -f jy IfWe have read the forgoing proposed contract and accept the same on the terms and conditions printed on the reverse side and as stated abpve� _ Purchaser: U ate `/ O� b / 7N I -), CONTRACT PRI 3 ��y ._ Estimator: Payment Schedule: /„ il, S "7 ^ � r7 ,C—c a iY &-4 W BAL. DUE / 3 27� • MAP OF SURVEY DESCRIPTIO LOT 151, COUNTRY CLUB PARK (PHASE II), AS RECORDED IN PLAT BOOK 54, PAGES 22 THORUGH 24, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. OFFICE LOT 146 1- 94 s 4 0 � � T 'oo CF CCS y G C Zt � � r R, a y 2 c N LOT 152 FND. 1/2" IR N0I W Uj O N !0.:t to O N 00 ZZ FWD. 1/2' PLS 3282 FA PERMIT # ROCKHILL DRIVE (50' R/W) 1/2- IR 3282 180.73' PLAT 180.68' IDEAS FND. 1/2' IR PLS 3282 h N OFA/ SC54-24-LOT151 NOTED UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. BOUNDARY SURVEY CERTIFIED TO; PATRICIA ANN ATKISSONj EQUILLIANCE FIELD DATE:DEC.:9, 2011 CLOSING SERVICES, LLC. J SUNTRUST MORTGAGE, INC. 1 WESTCOR LAND SCA '=20' DRAWN BY. A. R. TITLE INSURANCE COMPANY. BEARING STRUCTURE BASED W THE SOUTH RIGHT 113F VAY LINE OF ROCKHILL DRIVE. THIS RUILDINGAOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, NO.120294 0065 F, CRY OF SANFORD. FLORIDA LEGEND IR - IRON ROD =rf 1 BC -BACK OF CURB L - ARC LENGTH LB - LICENSE BUSINESS CALC - CALCULATED MEAS -MEASURED - CENTERLINE MS -METAL SHED M.A.P. G - CENTRA. ANGLE NaD - NAIL * DISK CLE F -CHAIN LINK FENCE CONC _ CONCRETE Ii - NUMBER ONE - ovERHEAD ELECfltlrrll Land Surveying, Inc. WW -CONCRETE BLOCK WALL OL _ ON UNE CM -CONCRETE MONUMENT POB _ POINT OF BEGINNING CP _ CONCRETE PAD POC _ POINT OF COmAIENCEVENT CW - CONCRETE WALKWAY COV - COVERED PC _ POINT OF CURVATURE 4515 Curry Ford Rd. DEW- DESCRIPTION PP - POWER POLE, PaA1 _ PIAT R MEASURED Suite C OW - DRIVEWAY OE - DRAINAGE EASEMENT _ RADIUS R/W - RICK OF WAY Orlando Fl. 32812 EASEMENT ' " rrP - TYPICAL PH. 407 896 4557 E/P - EDGE OF PAVEMENT UE - UTILITY EASEMENT FFE - FINISHED FLOOR ELEVATION FAX 407 277 3778 FWD - FOUND UB - UTILITY BOX WF _ WD0D FENCE E -Mail -... - IRON PIPE >- - GUY WIRE ANCHOR Maplandsurve y®cA.rr.com LB 17084 Andrew Perry, P.S.M. 1 Professional Surveyor do Mapper 16124 1JOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL, OR THE ELECTRONIC SIGNATURE AND SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER./ X X .Q o C43 ?- 3 1i Z.eZ - M '.� ��z` ass AayU�4- 4. S- 76.' .Q o IV9 M '.� ��z` ass AayU�4- 4. S- 76.' ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT ' t I hereby cenify that the engineering contained in the following pages has been prepared in compliance with ASCE 7-05 and the writers interpretation o1 The 2007 Florida Building Code with 2009 Supplements, Chapter 20 Aluminum, Chapter 23 Wood and Pan IA 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 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 Stirlings' 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 ficansed 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 within sic months at becoming a client and biannually thereafter. 3. Structures designed using this manual shall not exceed the limits set forth in the general noes 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, Acrylic b 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 delaLs SHEET 6: Knee wall, dowel and footing details. SHEET 7: Span Examples, Beam splice locations and detail. Alternate seg -mating beam to gutter detail. SHEET 8-110: Tables showing 110 mph frame member spans. SHEET 8.120: Tables showing 120 mph frame member spans. SHEET 8-130: 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 schedules. SHEET I OA: Solid roof panel products - General Notes 8 Specifications, Design Statement design bad tables. and gutter to root detach. SHEET 1013: Roof connection details. SHEET 10C: Roof connection details, valley connection elevation, plan b section views. pan 6 compostits panels to wood hams details, super b extruded gutter to pan roof details. SHEET I OD: Roof to panel details, gutter to beam detail, pan fascia b gutter end cap water relief detail, beam connection to fascia details, pan roof adoring details. SHEET 10E: Panel roof to ridge beam @ post details, typical insulated panel section, composite coot panel with shingle finish details SHEET 10F: Tables showing allowable spans and applied bads for riser panels. SHEET IOG: Manufacturer specific design paxml. SHEET IOH: Manufacturer specific design panel. SHEET 11: Die shapes b Properness. 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 ('ASDM') developed and owned by Bennett Engineering Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following ccndctions 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 stale of Florida to build the stuuctures cnconpassed 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 Maslerfile 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; I.S. Will only use the ASDM in accord with the provisions of Florida Status section 489.113(g)(b) and the notes limiting 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 Conractoes own wont) would constitute infringement of Bennett Engineering Group's copyright and 1.7. Contractor is soley responsible for its construction o1 any and all structures 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 non -infringement In particular, Bennett its officers, employees, agents, representatives, and successors. do not represent or warrant that (a) use of the ASDM wig meet Contractors requirements (b) that the ASDM Is free from error. 3. LIMITATION OF LIABIL r Y. Contractor agrees that Bennstrs entire liability, if any, for any datm(s) for damages relating to Contractor's use of the ASDM, which are made against Bennett, whether based in contract, negligence, or otherwise, shag be limited to the amount paid by Contractor for the ASDM. In no event will Bennett be gable for any consequential, exemplary, incidental, indirect, or special damages, arising from or in any way related to. Contractor's use o1 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 respect to any claim, demand, cause o1 action, debt or liability, including reasonable altomeys' fees, to the the extent that such action is has upon, or in any way related to, Contractors use of the ASDM. CONTRACTOR NAME: 2t 4 &SW CONTRACTOR LICENSE NUMBER: COURSE # 0002299 ATTENDANCE DATE: CONTRACTOR SIGNATURE: SUPPLIER: BUILDING DEPARTMENT CONTRACTOR INFORMATION AND COURSE #0002299 ATTENDANCE DATE H.`.'- 9EEN VERIFIED: (INITIAL) INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS 1. Check the building permit for the following: a. Permit card d address . . . . . . . . . . b. Approved drawings and addendums as required . . . . . . . . . . . . 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. a. Structure's length, projection, plan d height as shown on the plans. . b. Beam sizes, span, spacing b stitching screws (d required). . . . . . . . . . a Punin sizes, span d spacing . . . . . . . ..... ....... . . d. Upright sizes, height, spacing d stitchfrg screws (if required) . . . . . . . . . . e. Chair rail sizes, length 8 spacing. . . . . . . . . . . . . . . . . f. Knee braces are property installed (d required) . .. .. . . . g. Roof pane; sizes: length d thickness . . .. . . .. . . . . . . . 3. Check load bearing uprights I walls to deck for. a. Angle bracket size & thickness . . .. . . . . .. . . . . . . . . . . . . b. Coned number, size d spacing of fasteners to upright . . c. Corect number, size d spacing of fasteners of angle to deck and sole plate d. Upright is anchored to deck through brick pavers then anchors shall go through pavers into concrete . . . . . . . . . . . . . .. . . . . 4. Check the load bearing beam to upright for. a. Receiver bracket angle or receiving channel size b thickness . b. Number, size d spacing of anchors of beam to receiver or receiver to host stnucbure 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 d thickness of fasteners . . . . . . . . . . . . . . . . . f. Post to beam attachments to slab . . .. . . . . . . . . . . . . . S. Check roof panel system for. a. Receiver bracket angle or receiving channel size d thickness . b. Size, number 8 spacing of anchors of beam to receiver . . . . . . . . . e. Header attachment to host structure or beam . . . . . . . . . . . . . d. Roof panel attachment to receiver or beam .. . . .. . . . . . . . . . Notes: PERMIT # Yes No Yes No Yes No Yes No Yes No OFFICE PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY b MOTOR VEHICLES DIVISION OF MOTOR VEHICLES RULE 150-2, THE SPAN TABLES, CONNECTION DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND MOBILE HOMES CONSTRUCTED AFTER 19a4. THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. �o C N d M Ol N Q HJ LLNOO C= in C'S 4-1 ecrove vroi C/D 3 W L M w, QO o 0 000 rro+ I-- L. o,,, r W L -11-110.r7 C"E x how ro III) •r ro ^ LL Z � co i EWE N f CO ¢� co J 01� r. WF J W 42 2O Z Z `w LI) LL j fA }Z C� W Z W Z to � W W00 QU fY (� W COa N Q Z Z Z LU LU W Z IX 0 J �V)W 0 J a Iq tItTD til � Z � LL W W LL Lv(Dcm$ d W m LL O 0) t e m C �a Y m CO Ui n16 c U > p m co a o ,QUA 17 v il SEAL JOB NAME: SHEET ADDRESS: DRAWING FOR ONE PERMIT ONLY 08-12-2010 OF 12 DESIGN CHECK LIST FOR SCREEN, ACRYLIC & VINYL ROOMS , 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 Pan I -A d II -A; Exposure B' or 'C'-_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 1 0 MPH and hgher. 120 MPH or .ue MPH for 3 second wind gust velocity load: Basic Wind Pressure . Design Pressures for Scredh I Vinyl Rooms can be found ona 3A -ii: a. '8' exposure = PSF for Roofs b _XPSF for Walls b. 'C' exposure = _PSF for Roofs d _PSF for Walls c. 'D' exposure = _PSF for Roofs d _PSF for Walls Negative I.P.C. 0.18 For 'C* or *D' exposure design loads, Multiply 'S' exposure loads by factors in table 3AC on page 3to. 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 be _ Phone: o -+v i /M Contractor I Auth 'zed Rep' ame (please print) AMS Date: �Y /edpep' Signature Job -Name d�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 d address on plans . . . . . . . . . . . . . . . . . . . . . . -,L - B. Site plan or survey With enclosure location . . . . . . . . . . . . . . . C. Contracloes I Designer's name, address, phone dumber, b signature on plans . . - D. Site exposure form completed . . . . . . . . . . . . . . . . . . . . . . -.4 - E. Proposed project layout drawing @ 1/8' 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 all dimensions & heights . . . . . .. . . 3. Beam span, spacing, a size . . . . . . . . . . . - (Select beam size from appropriate 3A1 series tablas) 4. Upright height, spacing, 3 size . . . . . . . . . . . . . . . . . . . . K (Select uprights from appropriate 3A2 series tables) (Check Table 3A.3 for minimum upright size) - S. Chair rag or gins size. length. & spacing . . . . . . . . . . . . . (Select Chair rails from appropriate 3A2 series tables) 6. Knee traces length. location. & size . . . . . . . . . . . . . . . . . . . . . (Check Table 3A.3 for knee brace size) 4. Highlight details from Aluminum Structures Design Manual: Yes i No A. Beam & punin tables wl sizes thi ess, spacing, & spans I lengths. Indicate . . . - Section 3A tables used: Z lei I -8 m allowable span conversions from 120 MPH wind zone. *B' i MPH wind zone and/or 'C' or 'D' Exposure for bad width Look up span on 120 MPH table and apply the following formula: SPAN REQUIRED " REQUIRED SPAN NEEDED IN TABLE 0_ (b or d) 1� L_ EXPOSURE MULTIPLIER (see this page 3) / B. Upright tables wl sizes, thickness. spacing, d heights . . .. . . . . . . . . . l� - (Tables 3A.2.1, 3A.2.2, or 3&.2.3) Upright or wall member allawabis height / span conversions from 120 MPH wind zone, 'B' Exposure to UV MPH wind zone and/or -C Exposure for bad Width Look u span on 120 MPH table and appy the following formula: SPAN REQUIRED-2REQUIRED SPAN NEEDED IN TABLE l (bord)=J-1t�9 U EXPOSURE MULTIPLIER (see this page 3) Yes No C. Table 3A.3 with beam & upright combination tt applicable . . . . . . . . . . . . JC D. Connection details to be used such as: 1. Beam to upright / 2. .. ............... ..........� - 3. Beam to wall . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. Beam to beam . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� S. Chair ragms & uprights . . . . . . . . . . .. purlins. d knee braces to beams . 6. Extruded gutter connection . . . . . . . . . . . . . . . . . . . . . . . . . E. - U•clip, angles and/or sole pate to deck . . . . . . . . . . . . . . . . - Foundation detail type R sae . . . . . . . . . . . . . . . . . . . . . . . . . - 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 shall verify that the host structure is in good condition and of sufficient strength to hold the proposed 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 verity hast structure capacity. 3. The structures designed using [his section shall be limited to a maximum projection of 16, using a 4' existing slab and 20'-0' with a type II fooling, from the hast structure. 4. Freestanding structures shall be limited to the maximum spans and size Iim:Ls of Component pans. 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 appy to attachments involving moble and manufactured homes: a. Structures to be placed adjacent to a mobile I manufactured home shag use `fourth wait construction'. This applies to utiliy sheds, carports, and / or other strictures to be attached. b. 'Fourth wall construction* means the addition shall be self supporting with only the root flashing of the two units being attached. Fourth wall construction is considered an attached structure. The most common Younh wall construction' is a post 6 beam frame adjacent to the mobile / manufactured home. The same span tables can be used as for the front wall beam. For fourth wall beam use the cattier 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 that the mobile home may be attached to. then a'fourth wall' 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 inflls 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. B. For high velocity hurricane zones the minimum live load / applied bad shag be 30 PSF. 9. Ali specified anchors are based on an enclosed building with a 16 projection and a 7 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.corn 12. When notes refer to screen rooms, they shall apply to acrylic I vinyl rooms als.1. 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 end caps or alternate water relief pats in the gutter. 14. All aluminum extrusions shall most the strength requirements of ASTM B221 after powder coating. 15. All aluminum shall be ordered as to alloy and hardness after heat treatmen! grid paint Is applied. Example: 61063-T6 after heat treatment and pain process 16. Framing systems and room additions using this section of the manual Como/ w/ requirements of the AAMA / NPEA / NSA 2100.2 for category I, 11, & 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 woof or other absorbing material shall be painted with two COat4 of aluminum house paint and the joints sealed With a good quality caulking compound. The protective materials shall be as fisted 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 warranted as corrosion resistant shall 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 for use with aluminum by the Aluminum Assoc aton and should not be used. 21. Any project covering a pool with a salt water chlorination disinfacion system shag use the above recommended fasteners. This is not limited to base anchoring systems but includes all connection types. 22. Screen, Acrylic and Vinyl Room engineering Is for rooms With solid wag areas of less than 40%, pursuam to FBC 1202.1. Vinyl windows are are not considered solid as panels should be removed in a high wind even. For rooms where the glazed and composite paneteolid wag 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 married to an existing structure. The design wind bads used for semen & vinyl rooms are from Chapter 20 of The 2007 Florida Building Code with 2009 Supplements. The bads assume a mean roof height of lass than 30; roof slope of 0' to 20'; 1 = 0.87 for 100 MPH zone, I = 0.77 for 110 MPH and higher zones. AN bads are based on 20 120 screen or larger. All pressures shown in the below table are in PSF (#NSF). Negative internal pressure coefficient is 0.18 for enclosed structures. Anchors for composite panel roof systema were computed on e load Width of 10' and 16 projection with a 7 overhang. Any greater load width shall be site specigcJN framing components are considered to be 6063-T6 alloy. Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Exposum "W Note: Framing systerm of sueea VVM ale glass rooms ars mrxsfdera0 to be mein Dams, rosisWtro obmpon ft To Wnverl tits shm a loads from Egxmn Ir to Exposures 'V or'W we Table 306C next page. Table 3A -A Conversion Factors for Screen R Vinyl Rooms rrnrn 111e MPH Wind 2- In fth.- r><e,rur.'R' Root Walls Wind Zone Applied Load Deflectlon Banding Applied Load Defection Bending MP" NS D e/5 100 100 1.09 1.14 12.0 too 1.12 110 11.0 1.05 1.09 13.0 1.05 1.07 120 13.0 1.00 1.00 15.0 1.00 t.co 123 13.3 0.99 0.99 15.9 0.96 0.97 130 7 S o 0.95 0.93 18.0 0.94 0.91 140.182 17.0 091 087 21.0 089 065 150 1 20.0 1 087 1 081 1 24.0 1 0.85 1 0.79 71 Table 3A$ Conversion Factors for Over Hangs From exposure -n- to exposure _`_ Wind zone Applied Load Deflection Bending MPH 9!S b too 46.0 101 102 170 47.1 1.01 1.01 120 48.3 1.00 100 123 50.8 0.98 0.97 130 56.6 095 092 140.1 6S.7 0.90 0.88 140.2 65.7 0.90 0.85 150 1 75.4 0.85 0.80 Conversion Table 3AC Load Conversion Factors Based on Mean Roof Height from Exposure 'B' to 'C* R'D' Use larger mean rod height W hog sbuctive or enhdbawe values ere from ASCE 7.05 SITE EXPOSURE EVALUATION FORM 1 I OUADRANTI I Gov B I EXPOSURE I I QUADRANT IV Exposure'a' to 'c' tar I EXPOSURE I Exposure`S'to'D' - ----- I Mean Roof Load Span Multiplier toed Span Multipled I a HelgM' Conversion QUADRANT III I p Conversion EXPOSURE_ > I Factor Bending Deflection Factor Bending Deflection w USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS B', C, OR 1Y 0-15' 1.21 091 0.94 1.47 083 0.80 1. Any building located within Exposure B -type terrain where the building is Within 100 feel 1S' -2o' 1.29 088 0.92 1.51 081 0.87 4. Open terrain for more than 1,500 Iselin an quadrant. -2W--2S' 1.34 0.86 0.91 1.60 0.79 0.88 2S' -31r 1.40 0 0.S o.e9 1.66 0.78 0.85 Use larger mean rod height W hog sbuctive or enhdbawe values ere from ASCE 7.05 SITE EXPOSURE EVALUATION FORM 1 I OUADRANTI I Gov B I EXPOSURE I I QUADRANT IV _ _ 600• �` I tar I EXPOSURE I Ire tie QUADRANTII i Z I I, boa EXPOSURE cc - - Z LU m 0 I a I I o QUADRANT III I p ego ( EXPOSURE_ > I � m L. L - - - - - - - - - - - - - - - O NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD z w SITE 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. Z Lu EXPOSURE C: Open terrain with scattered obstructions, including surface undulaltions or other o irregularities, having heights generally less than 30 feet extending more than i.SW feet LL from the building site in any quadrant. o Lu 1. Any building located within Exposure B -type terrain where the building is Within 100 feel horizontally in any direction of open areas of Exposure C-type terrain that extends more 0 00 than 6feel and width greater than 150 R 9 2. No short term changes in V. 2 years before site evaluation and build out within 3 years, to w site will be V. 3. Flat, open country, grasslands, ponds and ocean or shorelines in any quadrant for greater than 1.500 feet 4. Open terrain for more than 1,500 Iselin an quadrant. SITE IS EXPOSURE: EVALUATED BY: DATE:` &14_ L SIGNATURE: LICENSE fl: ( 08-12-2010 to r' N1 � ^o � C N a N e J LLQ^ �LL N o O 4-) rt v v treih L) VD LL t i-- L W O. x A 1O w c IE-= J Y r 0� co to J 1` W ^ F J to Q g it Q 2 N LL O 20 .5 W Q.' W -� H toO 0. f7 ,?J W LU W Ca W I-- 0: L) 0:U ZLU fn H J C7 H U Z W �U 2 N Z Y U Q jW UJ Z to C0 U co J W 0 Q 0 s-- n � 2 W c2's 1? X. CL W E LL J Q m 0. 4) fn 8 ^ N W 1ao� J m do ti o.4) o W o: �v G 2, til t7 SEAL L7 Z W W i SHEET 2 0 Z w OF 12 Z LU m 0 INTERIOR BEAT (PER TABLES 3A.,.; I H L 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 PANEL ROOF SECTION) RIDGE BEAM (PER TABLES 3A1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. �l �q � N N O EDGE BEAM (SEE TABLES J LL N o 0 3A.1.1 a 3A-1.2) C= 1A - r'^n o+ u 'LW FOR Cry 1J c "N �o MAX. u 'T H' UPRIGHT C/- > c - EIGHT (A) 1' x 2 � O `O C oho N I_ L. 0, 1 N MIN. 3.112' SLAB ON GRADE Lys d - x 'i - VARIES OR RAISED FOOTING � Ix W c (FOR FOOTINGS SEE DETAILS al 3 W E TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 7 1111 c 412- W/ W/ SOLID ROOF TYP. FRONT VIEW FRAMING ) VIII LL ' (HEIGHT OF UPRIGHT IS MEASURED FROM u oD j y TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) r 0 m 'LW LOAD WIDTH N v FOR ROOF BEAM ALTERNATE CONNECTION 03 P2 Pl2' @ FASCIA ALLOWED CoW J SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) H (SEE TABLES) 0 J 0 O.H. z v w SOLID ROOF x 2 07 0 NO MAXIMUM W to O N (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. Z 0 VARI S_ VARIES LW = LOAD WIDTH Ci 0 z } J Lu W 'P' VARIES Z Q o - NOTES: G — (- o. 1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4'x 2-1/4• CONCRETE FASTENER MAX. OF 2'-0' O.C. U) LU to to AND W/ IN B' EACH SIDE OF UPRIGHT ANCHOR 1' x Y TO WOOD WALL W/ #10 x 2-12' S.M.S. W/ W ad o WASHERS OR #10 x 2-12' WASHER HEADED SCREW 2-0' O.C.. ANCHOR BEAM AND COLUMN i) ca INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF -J Z w CONNECTION. () O o 0 i 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P2 U + O.H. () c 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A1.3 Q W i 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING (A Z U) o CONVERSION:Lu 1100-1231 130 140 150 W 0 //8 #10 #12 1 #12 Z U p rc 60 TYPICAL SCREEN ROOM o J LL SCALE: 118'= 1'-W Q o N lv J � Z LL m di ED W w L Ix�8 W 7.+ C 0c o IL ID 0 C �o Y O C U O o $ n LU co) N b m J to 0 0 C a 0 c z m K o W F W 2 0 z W 1 U90,SHEET SEAL O 3 W N 12 08-12-2010 OF IL z 0 Z oc W W z C* z W W z Z W m ,\