Loading...
HomeMy WebLinkAbout125 Bristol Forest TrlRECEIVED CITY OF SANFORD BUILDING & FIRE PREVENTION y�y DEi 6 ZOIi PERMIT APPLICATION Application No: �eZ ' � Documented Construction Value: $ y 1� V 0a Job Address: l of r f6 — c S� FeYRS l `�� t /, u&jj istoric District: Yes ❑ i Parcel ID: Zoning: ' Description of Work: 9 L A AS Plan Review Contact Person: to )D6 s'2 . Title: ka C�l�N�1 Phone: 32'6— 53 a'Z27 7 7 6 Fax: E-mail: RAI Owner Information / Name R D p I M 14 IU Phone: Street: Jrl02 Ip r/ /VC ����la w �i9 /0 e Resident of property? City, State Zip:-%�-/�� %i7 G. z -7140 y,� 3 Contractor Information ., nmn Name o r e- AL iJ w1- ► Awim �'V QrC . Phone: Street: Fax: ) City, State Zip _- � G, State License No.: I ikrchitect/Engineer Information Name: G L Phone: , L' �- 3treet: Fax: Aty, St, Zip: 3Qj a I E-mail: londing Company: N J ,A ' Lddress: ;uilding Permit O Mortgage Lender: Address: PERMIT INFORMATION quare Footage: _ria Construction Type• No. of Stories: / 'o. of Dwelling Units: Flood Zone: lectrical O ew Service — No. of AMPS: .echanical 13 (Duct layout required for new systems) Plumbing 13 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 aSO!dicated. I certify that no':., work or'installation has commenced prior to the issuance of a pe*it and that, all work will be performed to . meet standards of all law's 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. of b '1 n Print owner/Agent's Name Date Signature of Contractor/Agent Da k 5 A-) bc-D l� Print Contractor/Agent's Name EQL \a -S-11 Signature of Notary -State ofo 'da Date ff� DONNA RAMIREZ MY COMMISSION I EE 054120 EXPIRES: January 18 2015 -? Bonded Ttuu Natay Publk underwders Owner/Agent is Personally Known to Me or Produced ID 47Typeof ID CU5S-735N %3ao 12b �I Si re of Notarytate of Fl Date ►RY ►Y4 JO ANN M. JOHNSON # MY COMMISSION i DD 781878 EXPIRES: March 23,202 �'''F aF t� �' 8ondld 1nN Budpel Notary t3eMose Contractor/Agent i Personally LKnown to Me or Produced ID 'type of ID APPROVALS: ZONING: M In 1l UTILITIES: WASTE WATER: ENGINEERING: a 12 ' /?_ i1 FIRE: BUELDING: /0 COMMENTS: Cu 10 =LI '4Yo as scles.% teab' •r Rev 11.08 DONNA RAMIREZ MY COMMISSION It EE 054120 T? EXPIRES: January 18, 2015 Balled Ttau Notary Pd k Undet Am w■■w■■r■■■w■a■■w■■w■■■ ■w■■■rw■w�■■■ww■■■■w■■ ■■■wrw■■www■■■■r■■■■■ ■■■r■w■■wrwwM■■w■■■■■■ ■■w.■wwww■�w.■w■M■ww■■ waw■■■wre■■■■w■■■■■■■w 71 21^19 J. w■w■w■■wrRw■■w■ ■■■■w■■■■■■■■■■w.w■■w.■■w wr■■w■■■■w■■■■■ ■■■ww■■ww ww■■■■wR■■w■■■■w.■■■■■■■■ w■■■■■■■■■w■■■■�■■■■■■■■w w■■w■■■■■■■■■■■ ■w■■w■■ww ■■R■■■■■■a■■■w■ww■■■w■ww■ �■■�■■■■w■■■■■■■r■■.w.■■■ w■R■■■■w■■■■■■w■w■■w■■■w ■r■■w■■w■■■.■■■w■■■■■■■■w ■■I■■■■■■w■■■■■■ww■■■wwr■ ■■ ■■■■■■■■■■■■■■■w■■www■ ■�■■■wr■■R■■■r noun WERE ■ ■■w■■r■■■■■r�■■■ww■■www p a 0r City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: t�oLe. Firm: Pole-. Address: ole- Address: 3 K 4/4A,, ,z,,IQ /I v-,—*, - City: Uv w4 o rJ Y", c k State: F L Zip Code: Phone: 7*778 Fax: Email: Property Address: ZSh'�r' 6 (ff a rPs' f %ra Property Owner: A I!" 0!5' orf,%a,,,,,. Parcel identification -Number: 22 I q- ?0 - S62 - o o o o - 0800 Phone Number: /-/0 7- Z SC- G3 5-6 Email: The reason for the flood plain determination is: ❑ New structure ❑ Existing Structure (pre -2007 FIRM adoption) A- Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone: x Base Flood Elevation: Datum: FIRM Panel Number: G r IS Map Date:%, p -7 The referenced Flood Insurance Rate Map indicates the following: T�-� ❑ The parcel is in the: ❑ floodplain ❑ floodway ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway 0" The parcel is not in the: ©'floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway Ea' The structure is not in the: U-roodplain ❑ floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: Reviewed by: J v �Sv tT Date: 1 Z - /L - T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc �6 se4%1z. S (vre ztp.-A Ro O.YV-N :90 L tn.-..(? ovMavt t#I Fo�-Qs t- �r-c�, J z x 4 ,h ' J �xq X0.07 < 0.7: 113'�� �xd � N X� NJ ri w N � / a� Lx 4 J Li-7� / o vc R Yah3 S (vre ztp.-A Ro O.YV-N :90 L tn.-..(? ovMavt t#I Fo�-Qs t- �r-c�, c4 r- i3�6 X1546_..SJ/6_ 3(, 36 36 36 3� /,X 7- 3G 3G 36 1.10 VTM �xq X0.07 < 0.7: fs C / o vc R Yah3 c4 r- i3�6 X1546_..SJ/6_ 3(, 36 36 36 3� /,X 7- 3G 3G 36 1.10 VTM PERMIT # (.2-'1117f - PLAT OF SURVEY OFFICE DESCRIPTION: (AS FURNISHED) LOT 80, PRESERVE AT LAKE MONROE AS RECORDED !1N PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE �J THE REOUIREMENTS SET FORTH IN THE �' L CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1� 1' e 30' I GRAPHIC SC LE CSX RAILROAD R/W 0 1$ t 30 OLD MAIN LINE TRACK a— ,(1� 1 (UNPLAiIEp PER THIS PLAT) Qom+' {/ • v � FOR FOR THE BENEFIT AND EXCLUSIVE USE OF: 1 COMMERCE TITLE COMPANY . . COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC ; NOTE: LOT 81 WALK 0.5' C .574.48' _ WT S54'23'11"E 610.33 CENTERLINE OFJ PI BRISTOL FOREST TRAIL RICHT_oF-WAY: 50' RIGHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND AfJY INCONSISTENCIES HAVE BEEN I NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-17-04, 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. I 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ! NO 120294 0035 E DATED 4/17/95'AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE IDO YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. I ELEVATIONS SHOWN HEREON ARE BASED ON SEMNINOLE COUNTY VERTICAL CONTROL AS FURNISHED._ BEARINGS SHOWN HEREON ARE•BASED ON - THE NORTHWESTERLY LINE OF LOT 80 BEING N35'36'49"E 'PER'PLAT. (FIELD DATE:) 8-2-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: Si 1 FINAL 12-17-01 CKB ASM39694 I FORMBOARD 8-11-04 B JOB NO. PLOT CKPLAN 4/12/04 SDO DRAWN BY: Lor FIT 12-13-02 CKB LEGEND — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE t' -Z4 EXIS71NG ELEVATION CONCRETE - LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1.896393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK. FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHN!CAI. STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS A:ND. MAPPERS :N CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PVRSV/+NT TO CHANTER 472.027, FLORIDA FOR THE FIRM JAMES JAY ALES PSM #4997 DATE FND 1/2" IRON ROD O NO 10. (12/07/04) QFND NAIL AND DISC LB /6B (12/17/04) 0 FND 1/2- IRON ROD AND CAP LB /6393 (12/17/04) CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DEN07ES POINT OF CURV4TURE PI DENOTES POINT OF INTERSEC710H PRC DENOTES POINT OF REVERSE CURVATURE PTDENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHN!CAI. STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS A:ND. MAPPERS :N CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PVRSV/+NT TO CHANTER 472.027, FLORIDA FOR THE FIRM JAMES JAY ALES PSM #4997 DATE Permit No. r Tax Folio NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2 3 of property: (legal description of the pro _ , and m^nL'60, . / � W5 %—I General description of Owner information: N. Address: ) ;A r MRMW IORSE, CLERK OF CIRCUIT COURT SEMINOLE COUlm BK 07681 Pg 0555; t 1 pq) CLERK'S 11 201111352'18 RECORDED 14/14/2011 03:42:06 PH RECORDING FEES 10.00 RECORDED BY T Wth if available) 4L6 b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: CL hone number: ��i�j ?�, �7� c. Address: / C 5. Surety Name Address: IEC UU b. Amount of bond: $ Y ANNE M 6. Lender: Name: �pAR IRCIIIT COdR�L Address: N stil b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documeno( K provided by Section 713.13(1)(a)7., Florida Statutes: Name: C Address: 11 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 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 1, 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT% Signature of Owner or Own ,s,Authorized Officer/Director/Partner/Manager Signatory's Title/Office r<.n � ,2C.',t The foregoing instrument was acknowledged before me this St -1 of ear b name of erson) as (type of authority, ... e.g. officer, trustee, attorney in fact) for (name of p a o w> executed) . .: .: MY COMMISSION A EE 1154120 ?a`•'a EXPIRES: January 18, 2015 I _ U'W,L mkt- ,i (SEAL) '?RG;�; ' Based mn, Notary Public Underwfiters Signature of Notary Public Personally Known OR Produced Identification _�� Type of Identification Produced Llo S S'7'S5 I Q 3 u Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stat to it,are true to the best of my knowledge and belief. obi Y� %Y_MO V\ r 11k: is BY: Signature of Natural Person Signing Above Rev. date 3/2008 0Ald ECm zl—lk .� AuDR 1 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 Pan 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 Coda. Structures sized wish this manual are designed to withstand wind velocity bads, walk-on or five 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 substiMed. Pursuant to the requirements F.S. 489.113, Subsection 9, the follovrtng requirements are hereby listed: 1. This master file manual has been peer reviewed by Brian Salting, P.E. #34927 and a copy of his letter of review and statement no financial interest Is available upon request A copy of Brian Stir ings' latter is posted on my web site, www.leDpe.ecm. 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 class 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 limits set forth in the general notes contained here in. Structures exceeding these limits shah 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 morn. SHEET 4: Post to base and purfin detals. SHEET 5: Beam connection decals. SHEET 6: Knee wall, dowel and fooling details. SHEET 7: Span Examples, Beam splice locations and detail, Alternate self4refir g beam to gutter detail. SHEET &110: Tables showing 110 mph frame member spars. SHEET 8-120: Tables showing 120 mph frame member spans. SHEET 8-130: Tables showing 130 mph frame member spars. SHEET 8-140: Tables showing 140 mph frame member spars. SHEET 9: Mobile home attachment details, ribbon footing detail, and post to beam and anchor schedules. SHEET IOA: Solid roof panel products - General Notes & Specifications, Design Statemerd, design load tables, and gutter to roof details. SHEET IOB: Roof connection details. SHEET 10C: Roof connection details, valley connection elevation, plan b section views, pan d compostite panels to wood frame details, super 6 extruded gutter to pan roof details. SHEET IOD: Roof to panel details, gutter to beam detail, pan fascia d gutter end cap water relief detail, beam connection to fascia details, pan roof adoring 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 1OH: Manufacturer specific design panel. SHEET II: Die shapes a properites. SHEET 12: Fasteners - General notes d specifications. Design statement and agoweble loads tables. , a 1 LEGEND This engineering is a portion of the Aluminum Structures Design Manual ('ASDM') developed and owned by Bennett Engineering offic Group, Inc. ('Bennett'). Contractor acknowledges and agrees that the following conditions are a mandatory prerequisite to Contractor's 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 structures encompassed in the ASDM; 1.2. Has attended the ASDM training course within two years prior to the date of the pumhass; 1.3. Has signed a Masterfile License Agreement and obtained a valid approval card from Bennett evidencing the leense 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 accord with the provisions of Florida Status section 489.113(9)(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 AG and that further distribution of the ASDM to any third party (other than a local building department as pan of any Contractor's own work) would constitute infringement of Bennett Engineering Group's copyright and 1.7. Contractor Is soley responsible for its construction of any and afi structures using the ASDM. 2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that the ASDM Is provided'as tor' and *as available.' Bennett hereby expressly disclaims all warranties of merchantability, fitness for a particular purpose, and ngn inti gement. In particular, Bennett its officers, employees, agents, representatives, and suxcasors, do not represent or warrant that (a) use of the ASDM will meet Contractor's requirements (b) that the ASDM is free from error. 3. LIMITATION OF LIABILITY. Contractor agrees that Bennetrs entire liability, if any, for any dalm(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 liable for any consequential, exemplary, incidental, indirect, or special damages, arising from or in any way relalt d to. Contractor's use at the ASDM, even it Bennett has been advised of the possibility of such damages. 4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennett harmless, from and against any actim brought against Bennett, by any third party.•(induding 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. i V), ( A 1, L) " 1 d CONTRACTOR NAME: O V lir r r V rV \--f�–�'� CONTRACTOR LICENSE NUMBER: 9- / 0'7 A / 1 COURSE 0 0002299 ATTENDANCE DATE: 2 . d CONTRACTOR SIGNATURE: / SUPPLIER: / CCA )AJ BUILDING DEPARTMENT CONTRACTOR INFORMATION AND COURSE 00002299 ATTENDANCE OA—M c HAS BEEN VERIFIED: (INITIAL) INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS 1. Check the building permit for the following: es No 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 speeifle drawings or shop drawings against t;.p "A� BUILT' structure for. Yea No a. Structure's length. projection, plan d height as shown on the plats . ... 7 — b. Beam sizes, span, spacing d stitching screws (d required) — c. Purlin sizes. spars 3 spacing — d. Upright sizes, height spacing 6 stitching screws (if required) a. Chair rail sizes, length d spacing . . . . . . . . . . . . . . . . . . . . — f. Knee braces are property installed (lf required) . . . . . . . . . . .. . . — g. Roof panel sizes, length 6 thickness 3. Check load bearing uprights I walls to deck for Yea No a. Angle bracket size 3 thicluiess . . . . . . . . . . . . . — b. Correct number, size 6 spacing of fasteners to upright . . . . . . . . . . — c. Coned number, size & 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 �G 4. Cheek the load bearing beam to upright for. l?.! No � • a. Receiver bracket, angle or receiving channel size b thickness . . b. Number, size b spacing of anchors of beam to receiver or receiver to host structure O 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, sized thickness of fasteners . . . . . . . . . . . . . — f. Post to beam attachments to slab 5. Cheek roof panel system for. Yes 3k - c. No a. Receiver bracket, angle or receiving channel size b thidmess — b. Size, number 6 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 # Town b Country 6005 Indicator Mark (Instructions For Permit Purposes) To: Plans Examiners and Building Inspectors, �Z- etS�`I These alloy indentification marks have been provided to contractors and yourself for permitting purposes. The details below illustrate the alloy indentifieation marks and the location of such marks. These alloy marks are used solely for our 6005 extrusions. It is ultimately the contractors responsibility Ohat they receive and use only 6005 ahoy shapes when using this engineering. We are providing this document to simplify the indanlification of out 6005 ahoy materials to be used in conjuction with our 6005 engineering. A separate signed and sealed document from Town d Country will be provided to our pre -approved contractors once the materials are purchased. TO 6005 SELF MATING — ALLOY INDICATOR TCI 6005 HOLLOW CATOR PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY 3 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 1984. THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE FLORIDA BUILDING CODE 2007 EDITION W/2009 SUPPLEMENTS. JOB NAME: ADDRESS: J W Z0 Zw fY to } Z tD W Z W Z N> W W°5 QU CC U HW �J U%U) �U <? ~ Q Q W N Z(7 ZX QJ �CO W J � Q r J n LL U2 UJ r'1 tu m hi J O C ~ a Y O) �o m M c LIJ a Co c J m O V ti c � L 3 m O F -C/q%!too yak - DRAWING FOR ONE PERMIT ONLY 08.12-2010 OF 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 Flonda Building Code Edition with 2009 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Pan I -A & II -A; Exposure .B'�_( or 'C' or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher, 120 MPH cri1QMPH for 3 second wind gust velocity bad: Basic Wind Pressure Design Pressures for Screen I Vinyl Rooms ran be found on e 3A4: a. 'B' exposure=13APSF for Roofs ti ts, GpSF for walls b. 'C' exposure = _PSF for Roofs d _PSF for Wags c. 'D' exposure = _PSF for Roofs d _PSF for Wags Negative I.P.C. 0.18 For "C* or *D* exposure design bads, multiply 'B* exposure loads by factors in table 3A -C on page 351. 2. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be sold. 41. d l,, Phone: " 5 3 --7-),79 Conue Ithorized R * N Pchq Date"l Contractor / Authorized Rep' Signature T / A _ Job Name & 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 . . . . . . . . . . . . . . . . . . . . B. Site plan or survey with enclosure location . . . . . . . . . . . . . . . . . . 2� - C. Contractor's / Designees name, address, phone number, & signature on plans >� - D. Site exposure form completed . . . . . . . . . . . . . . . . . . . . . . . E. Proposed project layout drawing @ 1/8' or 1/10' scale with the following: 1. Plan view with host structure area of attachment, endosome length, and . - projection from host structure 2. Front and side elevation views with all dimensions b heights .- 3. Beam span, spacing, & size . . . . . . . . . . . . . . . . . . . . . . . - (Select beam size from appropriate 3A1 series fades) 4. Upright height. spacing, b size . . . . . . . . . . . . . . . . . . . . . . . (Select uprights from appropriate 3A2 series tables) - (Check Table 3A.3 for minimum upright sae) 5. Chair rail or girls sae, length, b spacing . . . . . . . . . . . . . . . . - (Select chair rags from appropriate 3/L2 series tables) 6. Knee braces length. location. & sae . . . . . . . . . . . . . . . - (Check Table 3A.3 for knee trace sae) 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam 8 pur in tables w/�siz , nekness, s dasp�,l3 q r'1 h5_8 Section 3A tables used: "(o 1 /1 -Al -Beam allowable span conversions from 120 MPH wind zone, 'W Exposure to _MPH wind zone andlor'C' or 'D' Exposure for bad width_ Look up span on 120 MPH table and appy the following formula: SPAN REQUIRED ---i I- REQUIRED SPAN NEEDED IN TABLE _L?jv(/ _n�(bord)= f/ EXPOSURE MULTIPLIER (see this page 3) B. Upright tables wl saes, thickness, spacing, b heights . . . . . . . . . - (fables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wag member allowable height / span conversions from 120 MPH wind zone, ?'Exposure to MPH wind zone andlor 'C Exposure for bad wldthjgr2_. Look up span on 120 MPH table and appy the following formula: SPAN REQUIRED ----i F_ REQUIRED SPAN NEEDED IN TABLE / .�W(b or d) = L- EXPOSURE MULTIPLIER (see this page 3) Yes No C. Table 3A.3 with beam d upright combination if applicable . . . . . . . . . . . .. D. Connection details to be used such as: 1. Beam to upright 2. ...................... .....; - 3. Beam to wall. . . . . . . . . . . . . . . . . . . . . . . . 4. Beam to beam . . . . . . . . . . . . . .. . . . . . . . . . . . . .... . . - 5. Chair rail, purtfns, & knee braces to beams & uprights . . . . . . . . . . S. Extruded gutter connection . . . . . . . . . . . . . . . . . . . . . . . � . . - E. U -clip, angles andlor sole plate to deck . . . . . . . . . . . . . . . . . . . - Foundation detail type 6 sae . - Must have attended Engineees 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 tome 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)shall 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 11 footing, from the hast structure. 4. Freestanding structures shall be limited to the maximum spans and size furots 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 / manufactured home shag use Yount wall constax1 '. This applies to ufiliy 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 Yount wall construction' is a post b 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 cancer beam table. The post shag be sized according to this manual andfor as a minimum boa 2' x 3' x 0.050' with an 16'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 Yount 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'ufigs and shag 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 bad shag be 30 PSF. 9. All 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 onfine at www.lebpe.com 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 nb or above the top surface of a composite panel roof shall have a minimum 2' diameter hole in all gutter and caps or eflemate water relief ports in the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM 8221 ager powder Boating. 15. All aluminum shall 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 HAMA / NPEA / NSA 2100.2 for category 1. 11, 8 III sunrooms, non•habilade and unconditioned. 17. Post members set in concrete as shown on the following details shag rot require knee braces. 18. Aluminum metals that will cane In contact with ferrous metal surfaces or concrete /masonry products or pressure treated wood shall be coated wl two coats of aluminum metal-and-masomry paint or a coat of heavy -boded bituminous paint, or the wood or other absorbing material shag be painted with two coals of aluminum house paint and the joints sealed with a good quality caulking compound. The protective materials shag 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 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 warrantied 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 for 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 but inehdes all connection types. 22. Screen, Acrylic and Vinyl Room engineering is for rooms with solid wag areas 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 shall be used. SECTION 3A DESIGN STATEMENT The structures designed for Section 3A are solid roots 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 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 0' to 20% 1= 0.87 for 100 MPH zone, I = 0.77 for 110 MPH and higher zones. AD bads are based on 20 120 screen or larger. All pressures shown in the below table are in PSF (WSF). Negative internal pressure coefficient is 0.18 for enclosed structures. Anchors for composite panel roof systems were computed on a load width of 10' and 1G projection with a 7 overhang. Any greater load width shall be site spedficAll framing components are considered to be 6005-T6 alloy except where noted otherwise. Section 3A Design loads for Screen, Acrylic & Vinyl Rooms Exposure Yr Note: Frsming systema or soman. vkryl wA glass mom ars considered to be main frame resistance components To convert tie above IooOs from Faposure'9' b Exposures 'Cm 'W see ToW 3A -C nem page. Table 3A -A Conversion Factors for Screen & Vinyl Rooms Froin 120 MPH Wind 2- to Athero_ Fxeee -R' Roof walls Wind Zone Applied lace Deflection B•mm�g Applied Deflection Banding MPH +2020 +20.0 1.ae 1.01.oe 110 47.1 1nlie 1.01 11.0 1.06 1.09105 1.00 123 107 120 15.0 1.00 1.001.Oo 0.92 t.o0 123 15.3 0.99 0.990.96 0-5.7 Bonding 0.97 136 15.0 0.95 0.93094 094 147 0.91 140-1&2 17.0 091 0 870.69 988 20.202 0.as +60 20.0 0.87 0.81 1 24.0 065 0.79 Table 3A43 Conversion Factors for Over Hangs from exposure -u- m exposure -c- Bonding MPH b wlnd Zone Applied LoadN0.9,0 too 46.6 1.02 110 47.1 1.01 120 463 L d 1.00 123 $o3 Conversion 0.97 130 56.6 0.92 140.1 65.7 Factor 0.86 140-2 0-5.7 Bonding 086 150 76.4 0.all 1 030 Conversion Table 3A -C Load Conversion Factors Based on Mean Roof Height from Exposure 'B' to "C' & "D' ' Use larger mean mat height of host sbucaue or aMoeune vMuea we hon ASCE 746 SITE EXPOSURE EVALUATION FORM r- -- -- --•--•--•--•--•- QUADRANTI Bar EXPOSURES I ' I sar I QUADRANT IV EXPOSURE I tar lar 4Par I ! t7 I I QUADRANTII i F �. 600 alar EXPOSURE w It I I � QUADRANT 111 aar c I EXPOSURE w Co O L-•--•--•--•--•- L.-- -- J Z NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE i USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT ASS. 'C'. OR -D` 0 EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. w EXPOSURE C: Open terrain wilt scattered obstructions, including surface undulalbors or other O Irregularities, having heights generally less than 30 feet extending more than 1,5900 feet td from the building site in any quadrant 1. Any building located within Exposure l3 type terrain where the building is within 100 feel horizontally In any direction of open areas of Exposure C-type terrain �1at extends more w than 600 feet and width greater than ISO fL 2. No short term changes in V, 2 years before site evaluation and build out within 3 yee , site will be V. p 3. Flat, open country, grasslands, ponds and ocean or shorelines in any quadrant for t V than 1,500 feet. 4. Open terrain for more than 1,500 feet in any quadrant rex O SITE IS EXPOSURE: EVALU TED BY: he tS A) (,� .SZ` DATE) / f N SIGNATURE LICENSE # -99 o7;,4 1,5"* J J Q g Q �LL O 2O.0W S d: W J O Z ?Q. Q W LIJ W H fY L) Z U) J 0 U - Z W 2 LU LUN Z Y Q F- U t - Z !X U Z Fo 2 fn 0 W J W C Q p 2 n J W LL W LL W d tu LL C a Y $ C U to to W e x M r J U n0al.s. �SEAV SHEET 2 08-12-20101 OF 12 .o, Exposun'B'to'c' Exposun'11-10- ' Mean Roof Load Span Multiplier L d Span Muttlplier H•lght' Conversion convarabn Factor Banding Deflection Factor Bonding Deflection 0-15' 121 0.91 094 147 0.83 0811 1s'-20' 1.29 988 20.202 154 081 0.117 2C-25' 134 oxis 091 160 0.79 0.86 25' - 30' 1.40 0115 1 0.89 168 0.711 085 ' Use larger mean mat height of host sbucaue or aMoeune vMuea we hon ASCE 746 SITE EXPOSURE EVALUATION FORM r- -- -- --•--•--•--•--•- QUADRANTI Bar EXPOSURES I ' I sar I QUADRANT IV EXPOSURE I tar lar 4Par I ! t7 I I QUADRANTII i F �. 600 alar EXPOSURE w It I I � QUADRANT 111 aar c I EXPOSURE w Co O L-•--•--•--•--•- L.-- -- J Z NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE i USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT ASS. 'C'. OR -D` 0 EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. w EXPOSURE C: Open terrain wilt scattered obstructions, including surface undulalbors or other O Irregularities, having heights generally less than 30 feet extending more than 1,5900 feet td from the building site in any quadrant 1. Any building located within Exposure l3 type terrain where the building is within 100 feel horizontally In any direction of open areas of Exposure C-type terrain �1at extends more w than 600 feet and width greater than ISO fL 2. No short term changes in V, 2 years before site evaluation and build out within 3 yee , site will be V. p 3. Flat, open country, grasslands, ponds and ocean or shorelines in any quadrant for t V than 1,500 feet. 4. Open terrain for more than 1,500 feet in any quadrant rex O SITE IS EXPOSURE: EVALU TED BY: he tS A) (,� .SZ` DATE) / f N SIGNATURE LICENSE # -99 o7;,4 1,5"* J J Q g Q �LL O 2O.0W S d: W J O Z ?Q. Q W LIJ W H fY L) Z U) J 0 U - Z W 2 LU LUN Z Y Q F- U t - Z !X U Z Fo 2 fn 0 W J W C Q p 2 n J W LL W LL W d tu LL C a Y $ C U to to W e x M r J U n0al.s. �SEAV SHEET 2 08-12-20101 OF 12 .o, INTERIO EAI (PER TABL 3A.1: I H HOST STRUCTI FOURTH WALL PANS OR PANELS ALUMINUM ROOF PER SECTION 7 CARRIER BEA** TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM (PER SOLID PANEL HOST STRUCTURE OR ROOF SECTION) FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (PER TABLES 3A1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. EDGE BEAM (SEE TABLES 3A 1.1 a 3A1.2) 'LW FOR H. UPRM G T HEIGHT (A) MIN. 3.12' SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION pn P2 @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) O ww O.H. U SOLID ROOF X NO MAXIMUM / W h (ELEVATION SLAB OR GRADE) N, P = PROJECTION FROM BLDG. VARIES VARIES I LW = LOAD WIDTH NOTES: P. VARIES 1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4' x 2-1/4' CONCRETE FASTENER MAX OF 7-W O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 7 TO WOOD WALL W/ #10 x 2-12' S.M.S. W/ WASHERS OR #10 x 2-12' WASHER HEADED SCREW Nr O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P12 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A7.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 1/8' = I -(r 0 r2 t i K IL O LL O m z s Lu W 2 0 2 Lu J Q z co 20 Z0 N } J N W W ca � U M J Z } 0 it ~ F Q W N Z � 2w n W Z J Q J 0 ?a W 0 rc 3o 85 Iq to tD r � � w N J q M LL w LL w t7 c m 0. W L° LL O � -j C m � cj a N W d$ c tP J C L)R, C ui a W / V S O z a W i SHEET 4J 0 W W N � z W 3 W Z QtA K = lu n 12 Ip 08-12-2010 OF O