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Home My Public Portal About08-0085 Rimedio • CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 02-20-2008 PERMIT#: 080085 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 911 JONES OWNER NAME ELEANOR RIMEDIO ADDRESS 911 JONES AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-656-3875 CONTRACTOR NAME ELEANOR RIMEDIO ADDRESS 911 JONES AVE CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1740 OCCUPANCY TYPE P TOTAL FEES CHARGED $2,803.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $135,000.00 TOTAL BALANCE DUE: $2,803.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/27/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 080085 PROPOSED USE: NEW RESIDENTIAL- SF - MODULAR OCCUPANCY TYPE: P CONTACT NAME ELEANOR RIMEDIO CONTACT ADDRESS 911 JONES AVE CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 911 JONES APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX(912) 786-5737 www.cityoftybee.org --_ ..„-- e5:oe V'UUG-2.4-NI 11 LOT 102 ■ 5/8” RBF N 19°30'00"E 60.08' - ar— r - i CMF . x `I d t x LOT 91 ig 1 x r J4 z cn c) 9 c)II 1 STORY o Q I a FRAME HOUSE 6 o LOT 90 5g a P. x o LOT 93 }}i l 9. PORCH 10.3' r4 1 111111 A r _ ,7 ( N 1 G ; 01 120.00' c9 Q _ 5/8" RDS 1 _j _ I 0 'I 1 V I S 19°30'08"W 59.55' 5/8" RBS JONES AVENUE 60' R/W ±I , PLAT OF LOT 91 , WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS. 911 JONES AVENUE REVISED JUNE 17, 2008 TO SHOW NEW HOUSE. FOR: ANGELA BYERS ACCORDING TO THE FIRM. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE EQUIPMENT. ' A8, BEE 12. TOPCON AF-L1A ERROR OF CLOSURE: GjA LINEAR: 1/50,200 Cy ` AN G: 8"/ANGLE �C,ZST ,94,E i� :ALANCED BY. L. S. J. WHITLEY REYNOLDS (f , PLAT. 1/148.000 20 LAND SURVEYOR I r' ∎0, '2-• i P '` 0 j 636 STEPHENSON AVENUE . �o ' o �JsoCALE1 1' = 20'SUITE C d p ITR'� � DATE: MARCH 27, 2007 SURVEY SAVANNAH, GEORGIA 31405 �' V DATE: NOVEMBER 8, 2007 PLAT II TELEPHONE: 912-352-0464 LEA • FILE NO. 07 442 FAX: 912-352-7787 I •d LBLL 2SE 216 splouRaa Ral3iym f eSE:LO BO E2 unf • ,. L... inspection Report City of Tybee IsIand 403 Butler Ave. P.O. Box 2749 Tyllee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit tict ( D S Late fienneqted (.0 3-so Owner's Saone _ L.L„tr5 Date Needed Gen. Contractor Subcontractor Contact Number Location H Inspector Date of Inspection 4 - 2 3 -03/ Type of Inspection Alf•L dbct/7/ vef), ; WOu Se Pass•(2 / €. 0Af / ) Fe /A( v,---_111./A Acj" 1L-0 /:"? 174- 4-erei 4 4) Ci3 0601 Spite c .s, 0//0 k A /A/ A(o Pa eX- (-eA/del 1 h/01,,SE — -- -------- - z0°d %S6 LOLL ESL ET6 TS:80 98 -`=z-Nfll U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency Management Agency Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Angela Byers Policy Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No Company NAIC Number 911 Jones Avenue :City Tybee Island, State GA Z1P Code 31328 A3, Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 91,ward no.3 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential AS Latitude/Longitude:Lat.N 32 deq 00.1290 min Long.W 80 dee 50.8560 min Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclesure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 1710sq ft a) Square footage of attached garage rea sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 9 walls within 1.0 foot above adjacent grade - c) Total net area of flood openings in A8.b 1905 sq in c) Total net area of flood openings in A9.b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State Tybee Island Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164 0001 C 1/14/72 6117/86 A8 12 810. Indicate the source of the Base Flood Elevation(8FE)data or base flood depth entered in Item B9. ❑FIS Profile E FIRM ❑Community Determined ❑Other(Describe) 811. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes No Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,ARJAH,AR/AO. Complete Items C2 a-g below according to the building diagram specified in item A7. Benchmark Utilized local Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 7.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 13.3 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) nLa. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.4 ®feet ❑ meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 6.5 ZI feet ❑meters(Puerto Rico only; g) Highest adjacent(finished)grade(HAG) 7.7 ®feet ❑meters(Puerto Rico only SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. cisORQ14 ® Check here if comments are provided on back of form, cI;sZ Certifier's Name J.Whitley Reynolds License Number 2249 * d ; Title Land Surveyor Company Name J.Whitley Reynolds,Land Surveying =+ ■'o. 2 '9 y • p Address 6 : ephenson Avenue,Suite C City Savannah, State GA ZIP Code 31405 Sigma . Date 6117/08 Telephone 912-352-0464 a/ ArArrir side r• I , ' FE , Form 81-31,February 2006 See reverse for continuation. Replaces a previous editions Z 'd LULL ZSE ZIG SPToutlaI Raigtin r eSE :LO 60 EZ unr 20'd %S6 ESS ET6 is:80 800E—EE—Nnr MPORTANT: In these spaces,copy the ct ;ponding information from Section A. For Insurance Company Use: 3uilding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number )11 Jones Avenue City Tybee Island, State GA ZiP Code 31328 Company NAIC Number SECTION D-SURVEYOR,ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner, Comments C2.e)=A/C pad Signature / Date 6/17/08 ❑ Check here if attachments SECTION E-BU DING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BEE),complete items Et-E5. if the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters, El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement crawl space,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is . ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters 1] above or❑ below the HAG. E5, Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,t3,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items GB.and G9. GI.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-09.)is provided for community floodplain management purposes. G4.Permit Number j G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: E New Construction El Substantial Improvement 08.Elevation of as-built lowest floor(including basement)of the building: _❑feet ❑meters(PR)Datum 09. BFE or(in Zone AO)depth of flooding at the building site: _ _ ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31,February 2006 Replaces all previous editions E "d LBLL as Zt8 s PT ouRa 21 Ra II.?4m T eSE :LO BO unC �Yr (1, . -. . , �......,....,„„..... \ a v. y i.,_„,...s.„ . ,. , , .. ... \ . -. 4„ ....... . i..4, .... t -, . ..,:t . ..., ., ,.•4411* --. , NZ.! 4' .4 , . .04,,..U., : tv!'4; ' -le ' .4,_ ■,' / 1 1 » V, N � L . m 1 Y x. • r Ai X r � r r O aj N i V. , Y, a WO • . ...I • t r-. r . * L a -,Ii 1 \• r ' ..-,v t: '°**-1 . ' \ 11.) . ._. ....' yw-" ��i ••ff.i.4,.i•..*...„. ,I . _.....„ . , r .. 1 , ,. f A . , / • , . T• III'' I .t .t I O.C.G.A. § 8-2-113 GEORGIA CODE Copyright 2007 by The State of Georgia All rights reserved. *** Current through the 2007 Regular Session *** TITLE 8. BUILDINGS AND HOUSING CHAPTER 2. STANDARDS AND REQUIREMENTS FOR CONSTRUCTION, ALTERATION, ETC., OF BUILDINGS AND OTHER STRUCTURES ARTICLE 2. FACTORY BUILT BUILDINGS AND DWELLING UNITS PART 1. UNITS DESIGNED TO BE AFFIXED TO FOUNDATIONS OR EXISTING BUILDINGS O.C.G.A. § 8-2-113 (2007) § 8-2-113. Promulgation of rules and regulations by commissioner; delegation of inspection authority; rules and regulations continued in full force and effect; advisory committee; powers of commissioner; training programs (a) The commissioner shall promulgate rules and regulations to interpret and make specific the provisions of this part. These rules and regulations shall include provisions imposing requirements reasonably consistent with recognized, nationally accepted standards. The commissioner shall adopt other rules and regulations necessary to carry out the provisions of this part. (b) The commissioner shall enforce the provisions of this part and the rules and regulations adopted pursuant hereto, except that inspection authority may be delegated to a local government agency, an approved inspection agency, or an agency of another state in such manner as the commissioner shall determine. (c) The rules promulgated by the State Building Administrative Board pursuant to an Act providing for certification of factory built housing and for the establishment of uniform health and safety standards and inspection procedures for factory built housing, approved April 1, 1971 (Ga. L. 1971, p. 364), as amended, shall continue in full force and effect until the effective date of rules adopted pursuant to this part. Units approved under the provisions of the State Building Administrative Board's rules shall be deemed to comply with the requirements of rules promulgated pursuant to this part. (d) The commissioner shall consult with and obtain the advice of an advisory committee on industrialized buildings in the drafting, promulgation, and revision of rules and regulations to be adopted for the purpose of this part. The committee shall consist of 11 members appointed by the commissioner and approved by the Governor to serve at the commissioner's pleasure. Members shall be appointed for four-year terms, and no member of the committee shall be appointed to serve more than two full terms. Vacancies occuring during a term shall be filled by appointment by the commissioner for the remainder of the unexpired term, and such successor shall meet the requirements and criteria of selection of the person previously holding the vacant position. To be eligible to serve on the committee, each individual member shall be and remain actively involved in the profession or industry of his or her appointed committee position. The position of any member of the committee who, during his or her term of appointment, shall cease to meet the qualifications for original appointment shall be deemed to be vacated. Members of said committee shall consist of technically qualified, interested, and affected persons appointed by the commissioner from the following professional, technical, and occupational fields: (1) Two members shall be licensed design professionals representing two of the following: structural engineering, electrical engineering, architecture, or mechanical engineering; (2) One member shall be a building code enforcement officer; (3) One member shall be from the residential industrialized building industry; (4) One member shall be from the commercial industrialized building industry; (5) One member shall be from the industrialized building installation industry; (6) One member shall be an elected member of the governing body of a municipality; (7) One member shall be an elected member of the governing body of a county; (8) One member shall be from the industrialized building evaluation-inspection service; (9) One member shall be from a regional development center; and (10) One member shall be the Commissioner of the Department of Community Affairs or his or her designee. (e) The advisory committee shall meet on call by the commissioner, and the members of the advisory committee shall be reimbursed for any reasonable and necessary travel and other expenses actually incurred by them while attending meetings of said committee. (f) Recommendations from this committee shall be subject to approval by an advisory committee appointed by the commissioner pursuant to Code Section 8-2-24. (g) The commissioner may set qualifications and employ and fix the compensation of any state inspectors or other employees necessary to carry out the provisions of this part. The commissioner may authorize such state inspectors to travel inside or outside the state for the purpose of inspecting industrialized buildings and manufacturing facilities to determine compliance of such structures with standards promulgated pursuant to this part. Upon the request of a local government, the commissioner may authorize a state inspector to visit any site of installation of industrialized buildings for the purpose of inspecting such installation on behalf of the local government requesting such service. The cost of any inspections made pursuant to this subsection shall be borne by the manufacturer in such manner as the commissioner may prescribe by rule. (h) The commissioner may establish necessary training programs for a local government enforcement agency and inspection agency personnel. HISTORY: Ga. L. 1971, p. 364, § 4; Ga. L. 1980, p. 1316, § 13; Code 1981, § 8-2-113; Ga. L. 1982, p. 1637, § 1; Ga. L. 1989, p. 1317, § 6.2; Ga. L. 2004, p. 631, § 8; Ga. L. 2007, p. 275, § 1/SB 246. lirAbout LexisNexis Terms&Conditions Contact Us � � � � Copyright© 2008 LexisNexis, a division of Reed Elsevier Inc. All rights reserved. INDUSTRIALIZED BUILDINGS RULES OF THE COMMISSIONER OF COMMUNITY AFFAIRS September 27,2007 1 Published by GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS 60 Executive Park South N.E. Atlanta, Georgia 30329 404-679-4940 Mike Beatty Commissioner September 27,2007 ii This Page Intentionally Blank September 27,2007 111 This Page Intentionally Blank September 27,2007 iV RULES OF THE COMMISSIONER OF COMMUNITY AFFAIRS 110-2 INDUSTRIALIZED BUILDINGS TABLE OF CONTENTS Rule Title Page 110-2-1 Administration 1 110-2-2 Definitions ..... 2 110-2-3 Adoption Of Codes 5 110-2-4 Local Authority 6 110-2-5 Agency Requirements 7 110-2-6 Agency Responsibility 8 110-2-7 Manufacturer Requirements 10 110-2-8 Building System,Model Plan and Installation Requirements .11 110-2-9 Quality Control Requirements For Manufacturing Facilities .14 110-2-10 State Insignia and Data Plate Requirements ..15 110-2-11 Certification of Existing Industrialized Buildings—Requirements 18 110-2-12 Reciprocity 20 110-2-13 Schedule Of Fees ..20 110-2-14 Appeals .22 September 27,2007 V 110-2-1 ADMINISTRATION 110-2-1-.01 SCOPE -The provisions of the rules and regulations provided herein are in implementation of Official Code of Georgia Annotated (O.C.G.A.) Title 8, Chapter 2, Article 2, Part 1 (hereinafter referred to as the "Industrialized Buildings Act") and are intended to provide uniform health and safety standards and inspection procedures for such construction,while preserving and recognizing local government responsibility in regard to utilization of such construction within a community.Rules and regulations provided herein are applicable to all industrialized buildings which are manufactured or re-manufactured for sale or offered for sale within the State of Georgia and all industrialized buildings manufactured in Georgia and installed in other states under reciprocal agreements. The rules apply to all industrialized buildings which are sold or offered for sale or installed in Georgia,regardless of whether or not local construction codes are administered in the areas where the installation takes place. The Legislature has provided that the Industrialized Buildings Act does not apply to manufactured(mobile)homes which are constructed under the requirements of the U.S.Department of Housing and Urban Development(HUD)and bear a HUD Insignia of Approval. These rules become effective April 1, 2003 and supersede all previous Rules of the Commissioner of Community Affairs for Industrialized Buildings. 110-2-1-.02 PROVISION OF SERVICES—The Commissioner,by contract with various parties herein referred to as "agencies,"may provide necessary inspection and evaluation services to insure compliance with these rules. The Commissioner may require professional liability insurance,minimum$250,000,or other security to insure faithful performance of these rules. 110-2-1-.03 INFORMATION BULLETINS—The Commissioner may issue information bulletins as deemed necessary to clarify,interpret and make specific the various aspects of these rules. 110-2-1-.04 INSIGNIA REQUIRED-No industrialized building shall be sold,offered for sale or installed in the State of Georgia unless it bears an insignia of approval issued by the Commissioner or it has been inspected by the local jurisdiction in accordance with Rule 110-2-4 and Rule 110-2-10-.03(2). Industrialized buildings manufactured or re- manufactured in accordance with these rules shall bear the Commissioner's insignia of approval and those buildings not constructed in accordance with these rules shall bear the Commissioner's notice of"manufactured for export from Georgia."Construction site office buildings manufactured in accordance with these rules shall bear the Commissioner's insignia of approval for construction site office buildings. 110-2-1-.05 OPEN CONSTRUCTION OPTION-Any open construction components of a substantially closed constructed building may, at the option of the manufacturer, be declared closed and thus be subject to the certification of the building system. This option September 27,2007 1 shall only apply where approval of the open components is essential to the installation procedures. All components subject to this option shall be shipped with and be identified as part of the building package. 110-2-1-.06 FIELD TECHNICAL SERVICES-Any person may request field technical services providing such requests are submitted to the Commissioner in writing. The services available are inspection of industrialized buildings or components and installation work for compliance with the approved plans and codes,plan and specification review of industrialized buildings for compliance with the adopted codes and laws. The cost of such services shall be borne by the requesting party at the rates listed in the Schedule of Fees. 110-2-1-.07 INSPECTION SERVICE FOR LOCAL GOVERNMENT - The Commissioner, upon request from a local government, which does not have inspection capability,shall provide inspection service for the installation of an industrialized building. The manufacturer shall be charged for such service at a rate required for field technical services (see Rule 110-2-13-.07). 110-2-1-.08 MAINTENANCE OF RECORDS -All records pertaining to an approved building or component (i.e., applications, quality control manuals, building systems documentation,model plans,inspection reports,disposition reports,insignia applied,etc.) shall be maintained by the manufacturer and third party agency for a minimum period of three years from the date the industrialized building product is shipped from the manufacturing facility. Authority O.C.G.A.8-2-113 110-2-2 DEFINITIONS 110-2-2-.01 GENERAL-For the purpose of these rules,the following words shall have the meaning as contained herein unless the context does not permit such meaning. Terms not defined in these rules,but defined in the Georgia State Minimum Standard Construction Codes shall have the meanings as contained in the Georgia State Minimum Standard Construction Codes. Terms not defined in these rules,nor in the Georgia State Minimum Standard Construction Codes, shall have ascribed to them the ordinary accepted meanings such as the context may imply and as defined in the most recent edition of Webster's New Collegiate Dictionary. 110-2-2-.02 DEFINITIONS- (1) Act-"Industrialized Buildings Act,"Official Code of Georgia Annotated,Title 8, Chapter 2,Article 2,Part 1. (2) Agency (a) Design Approval Agency - An agency, which is authorized to evaluate and approve specific models and designs. September 27,2007 2 (b) Evaluation Agency-An organization determined by the Commissioner to be especially qualified to evaluate the manufacturer's quality control procedures, systems, design plans, model plan specifications and engineering data for compliance with these rules and to certify compliance to the Commissioner. (c) Inspection Agency - An organization especially qualified by reason of facilities,personnel,experience, and demonstrated reliability, to investigate, test and inspect industrialized building units,systems or the component parts for compliance with the approved plans, specifications, quality control procedures and applicable codes. (d) Third Party Agency-An evaluation,inspection or design approval agency,or any combination thereof as defined in these rules. (3) Approved-Conforming to the requirements of these rules. (4) ASTM- American Society for Testing and Materials. (5) Building System - Plans, specifications and documentation for a system of industrialized buildings or for a type or a system of building components,which may include structural,electrical,mechanical and fire protection systems and other building systems affecting health and safety. (6) Closed Construction-That condition when any building,component, assembly, subassembly or system is manufactured in such a manner that all portions cannot be readily inspected at the installation site without disassembly, damage to or destruction thereof. (7) Commissioner-The "Commissioner of Community Affairs." (8) Component-Any assembly, subassembly, or combination of parts for use as an element of a building, which may include structural, electrical, mechanical, and fire protection systems and other systems affecting health and safety. (9) Construction site office building-An industrialized building designed and used for a construction site office structure having a maximum gross floor area of 400 square feet. (10) Damage-Damage or breakage occurring to a unit of an industrialized building or any part thereof causing it to not comply with the Quality Control Manuals and these rules. (11) Dealer - Any person, firm or corporation that sells, offers for sale, leases, or distributes industrialized buildings to a person, firm or corporation, or government. (12) Department-The Georgia Department of Community Affairs (DCA). (13) Electronic Means - Without limitation, analog, digital, electronic, magnetic, mechanical, optical, chemical, electromagnetic, electromechanical, electrochemical,or other similar means. See O.C.G.A.Title 10 Chapter 12. (14) Electronic Records - Information created, transmitted, received, or stored by electronic means and retrievable in human perceivable form. (15) Electronic Signature - A signature created, transmitted, received, or stored by electronic means and includes but is not limited to a secure electronic signature. (16) Equipment - All materials, appliances, devices, fixtures, fittings or accessories installed in or used in the manufacture and assembly of an industrialized building. September 27,2007 3 (17) Field Technical Service-Clarification in the field by the Commissioner or his/her designee of technical data relating to the application of these rules. (18) Industrialized Building-Any structure or component thereof which is wholly or in substantial part made,fabricated,formed,or assembled in manufacturing facilities for installation or assembly and installation on a building site and has been manufactured in such a manner that all parts or processes cannot be inspected at the installation site without disassembly, damage to, or destruction thereof. See Rule 110-2-1-.01. (19) Insignia - An approved device or seal issued by the Commissioner to indicate compliance with the standards and rules established herein. (20) Installation-The assembly of an industrialized building,component or system on site and the process of affixing an industrialized building,component,or system to land, a foundation,footings or an existing building. (21) Installer-Any person,firm or corporation engaged in the activity of installation of industrialized buildings or components. (22) Local Government-A county or municipality of Georgia. (23) Manufacture-The process of making,fabricating,constructing,forming or assem- bling a product from raw,unfinished or semi-finished materials. (24) Manufactured for Export from Georgia-An industrialized building which has not been inspected for compliance with the standards, codes and laws required by these Rules and cannot be installed in the state of Georgia. (25) Manufactured(Mobile)Home-A structure,transportable in one or more sections, which is built on a permanent chassis and designed to be used as a dwelling with or without a permanent foundation when connected to the required utilities, and includes the plumbing,heating,air-conditioning and electrical systems contained herein. (Reference 42 USC 5402[6] [24CFR 3280.2(a)(16)]and the Official Code of Georgia Annotated 8-2-131[2].) (26) Model - A specific design of an industrialized building, which is based on size, room arrangement, method of construction, location, arrangement or size of plumbing,mechanical,or electrical equipment and systems therein in accordance with plans submitted to the Commissioner. (27) Open Construction - Any building, building component, assembly or system manufactured in such a manner that all parts or processes of manufacture can be readily inspected at the installation site without disassembly, damage to, or destruction thereof. (28) Organization - A corporation, association, partnership, political subdivision or private person(s). (29) Re-manufacture - The manufacture of an industrialized building into a rehabilitated building, causing the building to come into substantial compliance with the current construction codes and laws. (30) Site -The entire tract, subdivision, or parcel of land on which the industrialized building is installed. (31) Standard Design-Any building,system,model,series,or component intended for duplication or repetitive manufacture. September 27,2007 4 restrictive shall govern. Where there is a conflict between a general requirement and a specific requirement,the specific requirement shall be applicable. 110-2-3-.05 APPENDICES -To be enforceable,the appendices included in the technical codes must be referenced in the code text or specifically included herein. 110-2-3-.06 ALTERNATE MATERIALS AND METHODS - The provisions of the technical codes are not intended to prevent the use of any material or method of construction not specifically prescribed by them,provided any such alternate has been reviewed by the Commissioner. The Commissioner shall approve any such alternate, provided the Commissioner finds that the alternate for the purpose intended is at least the equivalent of that prescribed in the technical codes in quality, strength, effectiveness, fire resistance, durability and safety. The Commissioner shall require that sufficient evidence or proof be submitted to substantiate any claim made regarding the alternate. 110-2-3-.07 REQUIREMENTS NOT COVERED BY CODE - Any requirements necessary for the strength,stability or proper operation of an existing or proposed building, structure,electrical,gas,mechanical or plumbing system,or for the public safety,health and general welfare,not specifically covered by the technical codes,shall be determined by the Commissioner. Authority O.C.G.A.8-2-113 110-2-4 LOCAL AUTHORITY 110-2-4-.01 AUTHORITY RESERVED -It is the intent of the Industrialized Buildings Act of 1982 and these rules that those areas of authority rightfully belonging to the local government are specifically and entirely reserved thereto. Such areas are local land use and zoning requirements,local fire zones,building setback,side and rear yard requirements,site development and property line requirements, foundation design, utility connections, subdivision control, as well as the review and regulation of architectural and aesthetic requirements. Such local requirements and regulations not in conflict with the provisions of the Act,which currently exist or may be enacted which relate to transportation,erection,and use, must be reasonable and uniformly applied and enforced without distinction as to whether such building is manufactured offsite or built onsite in a conventional manner. 110-2-4-.02 BUILDING PERMITS REQUIRED-Building permits for the installation of industrialized buildings shall be issued by the local governments which shall require permit fees only for those inspections actually performed. Such fees shall not exceed the amount charged for similar inspections and/or permits on conventionally built structures. 110-2-4-.03 COMPLIANCE WITH LOCAL REQUIREMENTS - All industrialized buildings bearing an insignia of approval issued by the Commissioner pursuant to these rules shall be held to comply with the requirements of all ordinances or regulations enacted September 27,2007 6 by any local government which are applicable to the manufacture and installation of such buildings. The determination by the Commissioner of the scope of such approval is final. 110-2-4-.04 LOCAL GOVERNMENT INSPECTION OF INDUSTRIALIZED BUILDINGS Installation work,service connections,and foundations accomplished at the installation site shall be regulated by the local governing authority. 10-2-04-.05 DOCUMENT REQUIREMENT-The local government shall be reserved the authority to: (1) require a set of design plans necessary to show compliance with zoning and utility connection requirements,installation procedures and approval letter as certified by the Commissioner for each installation of any unit on a building site; and, (2) require that all permits be obtained before installation of any unit on a building site; and, (3) require that all industrialized buildings bear the Commissioner's insignia of approval before installation. 110-2-4-.06 REPORTING VIOLATIONS AND DAMAGE-The local government shall report any violation of these rules or damage received after manufacture to the Commissioner. Authority O.C.G.A.8-2-113 110-2-5 AGENCY REQUIREMENTS 110-2-5-.01 APPROVAL REQUIRED - An agency must be approved by the commissioner for the specific type of functions to be performed. Limitations on the scope of services may be included in the agency's contract with the commissioner. 110-2-5-.02 APPLICATION REQUIRED - The commissioner shall consider an organization for approval upon receipt of an application accompanied by appropriate fees and a prospectus detailing its capabilities to act on behalf of the commissioner,along with the following information: (1) qualifications of its employees who perform the services outlined in its application. All engineers and/or architects shall be registered in the state of Georgia; (2) an affidavit, signed by the principal officer of the organization/agency, that its officers, staff or organization are not under the control or jurisdiction of any industrialized building manufacturer or supplier,either affiliate or parent corporation thereof; that it will notify the commissioner at least ninety (90) days prior to the effective date of coming under any such control. Contracts for professional services of similar or identical nature shall not prohibit the commissioner's acceptance of the applicant's qualifications; and, (3) other specific information as required by the commissioner. September 27,2007 7 • 110-2-5-.03 APPROVAL EXPIRATION - Agency approvals shall expire twenty-four (24) months after the date of the commissioner's approval. The Agency shall apply for "Approval Renewal," accompanied by current information regarding engineer and/or architect and personnel qualifications and the appropriate fee,prior to the expiration date. Renewal requests received after the expiration date shall be as for a new application. 110-2-5-.04 INSPECTION AGENCY APPROVAL REQUIREMENTS - An organization applying for approval as an Inspection Agency shall: (1) submit an application on a form provided by the commissioner; and, (2) submit a prospectus detailing its qualifications to inspect and test systems, components and equipment; and, (3) comply with the personnel qualifications of ASTM Standard E-541-84 Part B to establish minimum personnel qualification requirements.. 110-2-5-.05 EVALUATION AGENCY APPROVAL REQUIREMENTS - An organization applying for approval as an Evaluation Agency shall: (1) submit an application on a form provided by the commissioner, (2) submit a prospectus detailing its qualifications to evaluate quality control procedures, system designs, design plans,model plans and engineering data, (3) certify that it has on its staff a construction oriented professional architect and/or engineer,registered in the state of Georgia, who will be responsible for certifying compliance with these rules, (4) comply with the personnel qualifications of ASTM Standard E-541-84 Part A to establish minimum personnel qualification requirements. 110-2-.5-.06 DESIGN APPROVAL AGENCY REQUIREMENTS-The commissioner shall consider an approved evaluation agency for approval as a design approval agency upon request, providing: (1) the requesting agency has submitted to the commissioner not less than three different sets of acceptable manufacturer model plans, (2) the request is accompanied by a letter(bearing notarized signatures)stating that the agency will accept full responsibility for codes compliance of any plans or changes thereto which it approves, (3) a listing of personnel is provided showing compliance with the qualification requirements of ASTM Standard E-541-84 Part A. Authority O.C.G.A.8-2-113 110-2-6 AGENCY RESPONSIBILITY 110-2-6-.01 CAUSE FOR REVOCATION-Failure on the part of an agency to fulfill its responsibilities as provided by contract with the Commissioner or to fail to notify the Commissioner of violations of these rules or variations from the approved plans shall be cause for revocation of the agency's contract with the Commissioner. September 27,2007 8 110-2-6-.02 INSPECTION AGENCY RESPONSIBILITIES 110-2-6-.03 IN-PLANT INSPECTIONS OF MANUFACTURING FACILITIES AND PRODUCTS-The approved inspection agency shall conduct a thorough inspection of all manufacturing facilities prior to the submission of the application of a manufacturer applying for state approval. The results of this inspection shall be reported to the Department along with the initial application for approval. Thereafter, the agency shall conduct announced and unannounced inspections at the manufacturing site to review any or all aspects of the manufacturer's production and quality control procedures. Changes in the manufacturer's quality control or responsible personnel shall be promptly reported to the Commissioner. The inspection agency shall make a complete inspection of at least one unit through all the operations of manufacture to assure that the manufacturer has the capabilities to produce units in compliance with their approved design and/or the appropriate codes. Thereafter, to determine if the in-plant quality control program is working as set forth in manufacturer's approved quality control manual,inspection of every visible aspect of every building or component shall be made at least at one point during the manufacturing process. 110-2-6-.04 EXISTING INDUSTRIALIZED BUILDING CERTIFICATION INSPECTION The approved inspection agency shall make inspections of existing industrialized buildings which have been submitted to the Commissioner for certification. The inspection shall be made to assure compliance with the approved plans. The inspection agency shall report to the Commissioner the results of the inspection. 110-2-6-.05 VIOLATIONS TO BE REPORTED-An inspection agency shall conduct inspections at the manufacturing plant or re-manufacturing site to determine compliance with the approved plans, specifications, quality control manual and applicable codes. Violation of any of the provisions of these rules or variations from the approved plans shall be cause for revocation of the plan approval and shall be reported to the Commissioner. 110.2-6-.06 EVALUATION AGENCY RESPONSIBILITIES-An evaluation agency shall discharge the following responsibilities: (1) perform investigations, evaluations,testing and approval of applications,building systems,quality control and model plan documentation,and all amendments thereto, (2) the agency shall affix an approval stamp,electronically,on all approved plans and table of contents sheets of all manuals, (3) the architect or engineer of the agency shall affix his/her signature to the application, in the space provided,which indicates compliance of all documents with these rules, and submit all documents to the Commissioner for review. The seal of an architect and/or engineer shall be by electronic means unless otherwise prohibited by law or regulation. 110-2-6-.07 AGENCY APPROVAL STAMP (1) The agency approval stamp for model plans (which shall be placed on at least the floor plan of each model set) shall include, as a minimum, the following information: September 27,2007 9 (a) name of the agency, (b) building construction classification, (c) building occupancy classification, (d)the designed wind velocity stated in miles per hour, (e) fire rating of the exterior walls, (f) the designed floor live load, (g)the Seismic Design Category, (h)the date on which the agency approved the plans. (2)The agency approval stamp for all other documentation may be the corporate seal, the agency engineer's seal or other stamps as adopted by the agency which shows the agency's approval of documentation. The stamp must also show the name of the agency and the date the agency approved the documentation. 110-2-6-.08 DESIGN APPROVAL AGENCY AUTHORITY - In addition to the responsibilities of an evaluation agency,a design approval agency is authorized to issue final approval of model plans which are based on building system documentation which has received prior approval by the Commissioner. Authority O.C.G.A. 8-2-113 110-2-7 MANUFACTURER REQUIREMENTS 110-2-7-.01 OWNERSHIP CHANGE - When there is a change of ownership or a controlling interest in ownership of a manufacturing business in industrialized building units or components thereof,the new owner shall notify the commissioner of such change within ten (10) days after such change has taken place. To eliminate a new plan application and filing fees,the new owner must submit a statement in written form and notarized by a notary public that he will continue to manufacture in accordance with previously approved plans and quality control manual procedures. 110-2-7-.02 CHANGE OF NAME OR ADDRESS-In the event of a change in the name or address of any manufacturer,the manufacturer shall so notify the commissioner in writing within ten(10)days. 110-2-7-.03 DISCONTINUANCE OF MANUFACTURE - When a manufacturer discontinues production, the manufacturer shall, within ten (10) days, advise the commissioner of the date of such discontinuance and return all Georgia insignia in its possession to the commissioner. 110-2-7-.04 MANUFACTURING SITE CERTIFICATION-Prior to commencement of manufacturing operations,the manufacturer's plant shall have had a certification inspection, by an approved inspection agency,to verify that procedures,personnel and equipment are ready for operations. September 27,2007 10 110-2-7-.05 MANUFACTURING IN MORE THAN ONE LOCATION - If the manufacturer plans to produce at more than one location,building system plan approval may be obtained at the time of filing subject to submission of an additional set of plans, specifications and quality control procedures for each manufacturing site. If,subsequent to building system approval, the manufacturer wishes to obtain approval for additional locations of manufacture, application shall be made to the commissioner prior to start of production at such locations. Authority O.C.G.A.8-2-113 110-2-8 BUILDING SYSTEM, MODEL PLAN AND INSTALLATION REQUIREMENTS 110-2-8-.01 GENERAL - A final building system approval shall be issued from the Commissioner for each industrialized building which bears an insignia of approval and is subject to these rules. 110-2-8-.02 FILING REQUIRED - All building systems, component design plans and model design plans and changes shall be filed with the Commissioner. 110-2-8-.03 ACCEPTANCE OF SUBMITTAL-Plans and building system submittals are accepted for approval upon the recommendation of an approved evaluation agency and are subject to review as deemed necessary by the Commissioner. Model plans and component plans may be approved by a Design Approval Agency with one copy submitted to the Department for filing for record. 110-2-8-.04 SUBMISSIONS, NUMBER REQUIRED - All submittals to the Commissioner shall be by electronic means or as required by the Commissioner and shall be made through the manufacturer's evaluation agency.Additional copies of plans and/or data shall be supplied upon request. All submittals shall include a completed application on forms obtainable from the Commissioner. 110-2-8-.05 BUILDING SYSTEM APPROVAL APPLICATION - Application to the Commissioner for building system approval shall include: (1) a minimum of one electronic set of documentation prepared by an architect or engineer licensed to practice in the state of Georgia, except as exempted by law, quality control manuals,calculations and any required test results for each system to be approved. The manufacturer's evaluation agency shall approve or disapprove the manufacturer's submittal and, if the submittal is approved, shall affix a stamp authorized by the Commissioner on each plan print and the table of contents of the supporting data in manual form. The table of contents or index shall identify each sheet contained in the manual by sheet number and date. The seal of an architect and/or engineer shall be by electronic means unless otherwise prohibited by law or regulation; and (2) specifications of all materials, equipment and devices to be used, September 27,2007 11 (3) specifications and typical details for methods of incorporating materials, equipment and devices into a building, (4) calculations and/or tests required to substantiate the system design or any variance from the prescriptive requirements of the codes, (5) typical details in sufficient clarity to show compliance with the codes. Such information shall be specific,and the codes shall not be cited as a whole or in part,nor shall the term"approved"or its equivalent be used as a substitute for specific information. 110-2-8-.06 MODEL PLAN REQUIREMENTS - (1) Effective April 1, 2003, all model plan submittals, except occupancy uses for: assembly, educational, institutional, daycare, hotel/lodging facilities, apartments/dormitories, high hazard, care/residential, care/assisted living, and all other building over 5000 square feet shall be by electronic means. Plans for those occupancies listed herein may be submitted in a printed format. (2) Model plan submittal shall consist of: elevations, cross section(s), architectural, electrical,plumbing,and heating/air conditioning floor plans and foundation plans for the particular model. (3) All plans shall be drawn to scale and the scale ratio indicated. A scale bar shall be shown on the plan sheet(s). (4) The model plans shall contain information,in the form of notes or details,as to the quality of materials and the method of construction or shall reference specific details or other documents contained in the building system documentation which apply and are essential for determining compliance with the codes. The floor plans shall show the designed use for all areas of the building. (5) All plans shall contain a title block which shall indicate the: manufacturer's name and address, sheet title and number, model,job,or plan number, date the drawing was completed, dates of all revisions, name of the designer. 110-2-8-.07 CALCULATION AND TEST PROCEDURES -Where it is necessary to substantiate any structural design or method of construction, calculations and supporting data signed by a Georgia licensed architect or professional engineer,shall be submitted to the Commissioner. The load bearing capacity of elements or assemblies may be established either by calculations in accordance with generally established principles of engineering design, or by physical tests acceptable to the Commissioner. When the composition of configuration of elements, assemblies or details of structural members are such that calculations of their safe load-carrying capacity,basic structural integrity or fire resistance cannot be accurately determined in accordance with generally established principles of engineering design, such structural properties or fire resistance of such members of assemblies may be established by the results of tests acceptable to the Commissioner. September 27,2007 12 110-2-8-.08 BUILDING SYSTEM APPROVAL EXPIRATION - Building system approvals shall expire twenty-four (24) months after the date of approval by the Commissioner. 110-2-8-.09 RENEWAL-Building system and model design plans may be renewed prior to the expiration date by submission of building system approval renewal form obtainable from the Commissioner. Applications for renewal shall be submitted with the appropriate renewal fees as designated in the fee schedule of these rules. After the expiration date, applications for approval of building systems, and models previously approved shall be processed as new applications. Renewal is granted only when the plans for the designated model design meet the requirements of these rules. A building system approval renewal shall be made only for a system identical to the one which had prior approval by the Commissioner,except the plans shall be updated to comply with the then current construction codes. 110-2-8-.10 REVOCATION OF APPROVAL-Revocation of a building system approval shall occur upon the failure of the manufacturer to comply with the provisions of these rules. Nothing herein shall be construed to prohibit a manufacturer from submitting, for a new approval, a system for which approval has been revoked as provided in these rules. 110-2-8-.11 NON-CONFORMING APPLICATION-Should the application submittal not conform to the requirements of these rules,the applicant and the evaluation agency shall be notified in writing. If corrections have not been received by the Commissioner within ninety(90) days of such notice, the application will be deemed abandoned and filing fees shall be non-refundable. Subsequent submission shall be as for a new application. 110-2-8-.12 EVIDENCE OF COMMISSIONER'S APPROVAL - Plans and specifications approved by the Commissioner shall be accompanied by an approval letter issued by the Commissioner,and a stamp of approval shall be placed on each plan print and on the table of contents sheet of each manual. An approved copy of the plans and specifications shall be returned to the manufacturer with an approval letter indicating any necessary limitations. A copy of the approved documents shall be available for inspection at each place of manufacture. 110-2-8-.13 TRANSPORTATION OF INDUSTRIALIZED BUILDINGS-The method of and manner of transporting units to storage areas and the installation site and the method of placing or storing units on site must be specified. Calculations or tests to show that the unit will perform under transportation stresses must be included. Movement over the road to the installation site without damage is an acceptable test. 110-2-8-.14 INSTALLATION PROCEDURES - The manufacturer shall compile a document labeled "Installation Procedures" which shall contain the necessary instructions needed to prepare the building for occupancy. The Installation Procedures shall list those items to be inspected or installed at the installation site and show in detail methods of placing each unit on site without functional damage. These designs shall include but not be September 27,2007 13 limited to lift point designation(s),jacking points and stresses. Installation of industrialized buildings shall comply with the codes specified herein. A minimum of two(2)printed sets of Installation Procedures shall accompany each building or component when it leaves the manufacturing or re-manufacturing facility. 110-2-8-.15 CHANGES TO APPROVED BUILDING SYSTEM DOCUMENTATION -Where the manufacturer proposes to change any portion of its system design or if these rules or the state construction codes are amended to necessitate such change, the manufacturer shall be required to submit to the Commissioner a minimum of three(3)sets of supplemental documentation. Documentation shall be accompanied by an application form, obtainable from the Commissioner, and the appropriate fee pursuant to the fee schedule of these rules. If the Commissioner determines that the supplemental documentation does not constitute a change to the existing approval,the supplements will be filed with, and become a part of the existing approval of recognition. 110-2-8-.16 REQUIRED CHANGES TO EXISTING BUILDING SYSTEM APPROVALS-When amendment of these rules requires changes to an approved building system documentation, the Commissioner shall notify the manufacturer of such rule changes, and shall allow the manufacturer ninety(90)days from the date of such notification,or such additional time as the Commissioner shall deem reasonable, in which to submit revised documents for approval. Revised documents submitted pursuant to this section shall be processed as supplemental. Authority O.C.G.A.8-2-113 110-2-9 QUALITY CONTROL REQUIREMENTS FOR MANUFACTURING FACILITIES 110-2-9-.01 PROCEDURES - Quality control procedures shall be established by the manufacturer and documented in manual form. After review by an approved evaluation agency,the procedures shall be approved by the Commissioner. The manufacturer will have a written agreement with an approved evaluation agency concerning the quality control procedures which it shall institute in its manufacturing facilities. A copy of the agreement shall be filed with the Commissioner. 110-2-9-.02 MANUAL CONTENT-The manual shall include quality control procedures of the overall program,such as method and sequence of construction,compliance of basic materials with specifications, method of test, frequency of inspections; administrative procedures and samples of quality control forms to be used, and system description for retention of quality control records. The manual shall also include a resume of the experi- ence and education of all supervisory personnel involved in quality control of the units. The manual shall contain a table of contents with page revision dates listed. Quality Control manuals shall be submitted in an electronic format. September 27,2007 14 110-2-9-.03 CHANGES TO THE QUALITY CONTROL PROGRAM - Where the manufacturer proposes changes in the Quality Control Manual or procedures,a minimum of one copy if current manuals are in electronic format, of such changes shall be submitted through its evaluation agency for approval by the Commissioner. 110-2-9-.04 EMPLOYEE DESIGNATION - The manufacturer shall designate an individual to be responsible for the quality control program in each plant who shall maintain records to substantiate that each unit has been inspected in accordance with the approved Quality Control Manual and complies with the plans as approved by the Commissioner. The Commissioner shall be notified in writing within ten(10)working days of any change in the designated quality control person. 110-2-9-.05 WAIVER OF QUALITY CONTROL PROCEDURES-The quality control procedures set forth in these rules may be waived by the Commissioner at the manufacturer's request.Waiver of the quality control procedures shall require the manufacturer to have each unit he produces individually inspected during all phases of production. Authority O.C.G.A.8-2-113 110-2-10 STATE INSIGNIA AND DATA PLATE REQUIREMENTS 110-2-10-.01 INSIGNIA REQUIRED-Each new industrialized building,re-manufactured industrialized building, new or modified construction site office industrialized building, industrialized building manufactured for export from Georgia or component containing any portion of a closed system manufactured separately for sale or installation in Georgia or in a state with which Georgia has a reciprocal agreement shall bear an insignia issued by the Commissioner prior to leaving the manufacturing plant or re-manufacturing site, unless otherwise authorized by the Commissioner.Each insignia shall be assigned and affixed to a specific unit. One insignia shall be required for each module of a building or component. 110-2-10-.02 CONSTRUCTION SITE OFFICE BUILDING INSIGNIA REQUIREMENTS (1) Any construction site office building manufactured on or after April 1, 1996 shall bear the insignia of the Commissioner. (2) Buildings used as construction site office buildings, regardless of size, and constructed prior to April 1, 1996,modified,rehabilitated or otherwise altered prior to April 1,2006, shall conform to the following: (a)Any additions,deletions or modifications performed in or on a construction site office building and which constitutes less than fifty percent(50%)of the value of the system being modified,shall be made in conformance with the codes and rules in effect at the time the work is initiated. Such addition, deletion or modification shall not require an insignia of the Commissioner. September 27,2007 15 (b)lf the value of modifications made to a system,(electrical,mechanical,plumbing, or structural), in or on a construction site office building exceeds fifty percent (50%) or more of the value of the entire system, all portions of the existing system shall be made to comply with the codes and rules then in effect. In addition, such modification shall require inspection by an approved inspection agency and shall bear a separate system insignia for each such system being modified in accordance with Rule 110-2-10-.01. (c)A construction site office building used for other than a construction site office building shall be made to comply with the codes and rules approved for the intended use. Said building shall require an insignia as a re-manufactured industrialized building in accordance with Rule 110-2-10-.01. 110-2.10-.03 INSIGNIA NOT REQUIRED- (1) See Rule 110-2-10-.02 for construction site office building insignia requirements. (2) If a local jurisdiction inspects a building at the manufacture site for installation within its jurisdiction,that building will not be required to have a Georgia Insignia affixed. (3) In order to exempt an industrialized building or component in accordance with(2) above,the manufacturer shall provide: (a)an inspection report or certification from the local unit of government or state agency performing the inspection for units to be installed in its jurisdiction. The report shall show the model and serial numbers,the address where the building/ component is to be installed, construction codes or the standard to which the building/component is constructed,and in the case of inspected units,the name and address of the official performing the inspection, (b) a certification and such other evidence as required to show that the industrialized building is not subject to regulation. 110-2-10-.04 INSIGNIA APPLICATION - Following the receipt of building system and model design plan approval, the manufacturer shall make application for an insignia as required herein. The application shall be submitted to the Commissioner accompanied by the appropriate insignia fees as required by the fee schedule in these rules. The application shall include the building system approval number of each unit for which an insignia is required. 110-2-10-.05 ISSUANCE OF INSIGNIA-The Commissioner shall issue an Insignia of Approval for industrialized building units and components that have been manufactured after the effective date of these rules. The issuance of insignia shall be conditioned on compliance with these rules by the manufacturer or re-manufacturer, and the findings resulting from the inspections required herein.Insignia shall be applied only after approval by the inspection agency. The attachment of the Georgia Insignia does not relieve the manufacturer of responsibility for compliance with these rules and other applicable laws. The Commissioner does not guarantee the performance of any manufacturer or agency. September 27,2007 16 110-2-12 RECIPROCITY 110-2-12-.01 RECIPROCAL AGREEMENT - The commissioner may enter into agreement with other states for reciprocal approval of industrialized buildings when the commissioner determines that the standards and the administration of other states'programs are reasonably consistent with those of the Georgia program. 110-2-12-.02 DIVIDING FEES - Reciprocity agreements may provide for dividing insignia fees between participating states. 110-2-12-.03 RIGHTS RESERVED-The commissioner reserves the right to determine compliance of all units to be sold or installed in Georgia which have been inspected under a reciprocal agreement with another state. Authority O.C.G.A.8-2-113 110-2-13 SCHEDULE OF FEES 110-2-13-.01 BUILDING SYSTEM FEES-The system filing fees for three-dimensional modules that either individually or when joined together form an industrialized building shall be $500. This approval expires two years from the date of the Commissioner's approval. The renewal fee for any system shall be $200 to extend the approval for an additional two year period. 110-2-13-.02 REQUIRED REVISIONS - Review of revisions to approved building systems to ensure compliance with newly adopted codes shall be without additional charges except as provided by Rule 110-2-13-.06. 110-2-13-.03 MODEL PLAN FEES - The model design plan filing fee for three- dimensional modules that either individually or when joined together form an industrialized building shall be$100.The fee for model design plans filed for record shall be$20 for each model plan. 110-2-13-.04 COMPONENT FEES - The plan and system filing fees for component systems shall be as follows: (1) Structural Systems $100.00 (2) Electrical Systems $40.00 (3) Plumbing Systems $40.00 (4) HVAC Systems $40.00 (5) Total of All Systems $220.00 110-2-13-.05 AGENCY REVIEW FEE-Review fees for design approval, evaluation or inspection agencies shall be $250 for one classification review, an additional $150 for a second classification review and an additional $100 for a third classification review. September 27,2007 20 Approval will expire 2 years from the last approved date. The renewal fee shall be$75 for each classification renewed. 110-2-13-.06 EXCESSIVE REVIEW-Depending on the complexity and sophistication of the system or model design plan,evaluation costs will be charged at a rate of seventy-five dollars ($75)per work-hour when the time involved exceeds the filing fees listed above. 110-2-13-.07 FIELD TECHNICAL SERVICE FEES-Field technical service fees shall be charged at a rate of seventy-five dollars ($75) per work-hour plus transportation and expenses as outlined by Georgia State Travel Regulations. Minimum time is one(1)hour. 110-243-.08 INSIGNIA FEE,NEW AND RE-MANUFACTURED BUILDING-The insignia fee for a new industrialized building or re-manufactured industrialized building shall be sixty dollars($60)per insignia. 110-243-.09 INSIGNIA FEE,CONSTRUCTION SITE OFFICE BUILDING -The insignia fee for a new construction site office building shall be forty dollars ($40) per insignia. The insignia fee for systems rehabilitated per Rule 110-2-10-.02(3)(2) shall be $15.00 for each system rehabilitated. 110-2-13-.10 INSIGNIA FEE,MANUFACTURED FOR EXPORT FROM GEORGIA INDUSTRIALIZED BUILDING - The insignia fee for a new manufactured for export from Georgia industrialized building shall be five dollars ($5.00)per insignia. 110-2-13-.11 INSIGNIA FEE,COMPONENTS-The insignia fee for components shall be determined by either of two optional methods. The option shall be exercised by the manufacturer prior to the issuance of insignia. The optional method chosen shall apply to all components produced in a given factory.The minimum fee per order of component insignia must total ten dollars ($10.00). The options are: (1) one-third of one percent of the manufacturer's current list price for each component with a minimum insignia fee of one dollar($1.00), or (2) one dollar and seventy-five cents ($1.75)per 100 square feet of floor area or major fraction thereof,based upon the floor plan with the largest floor area produced in the. factory, for each of the following sub-systems or portions thereof: (a)foundation, (b)floor, (c)exterior walls, (d)interior walls, (e)ceiling and/or roof. 110-2-13-.12 REPLACEMENT INSIGNIA - The fee for insignia to replace those removed under Section 110-2-10-.09 shall be fifty percent (50%) of that required by Section 110-2-13-.08,through 110-2-13-.11. September 27,2007 21 110-2-13-.13 NON-REFUNDABLE - The above fees are minimum and payable at the time of submittal of the application. All filing and review fees are non-refundable. Authority O.C.G.A.8-2-113 110-2-14 APPEALS. 110-2-14-.01 COMMITTEE APPOINTMENT - The commissioner shall appoint an appeals committee which shall consist of three (3) to five (5)members, one(1) of which shall be chosen from the State Codes Advisory Committee and one (1)of which shall be chosen from the Industrialized Buildings Advisory Committee. 110-2-14-.02 PROCEDURES FOR INITIATION-Any person or organization aggrieved by the application of these rules may initiate an appeal by writing to the Appeals Committee, Office of the Commissioner,within thirty(30)days following the date of action on which the appeal is based.The request shall contain: (1) the name and address of the appellant, (2) the names and addresses of all other persons likely to be involved, (3) a summary of the action from which the appeal is taken, (4) the grounds of disagreement with the action from which the appeal is taken, (5) a statement that the appellant desires a hearing or decision based on written argument and documents submitted, (6) the signature of the appellant or responsible officer if the appellant is an organization, (7) additional documents as the appellant may consider pertinent. 110-2-14-.03 CALL OF MEETING-Upon receipt of a request,the commissioner shall call a meeting of the Appeals Committee to be held within forty-five (45) days of the request. The commissioner shall provide written notice of the time, date and place of the hearing to the appellant and all persons indicated in the request. 110-2-14-.04 EVIDENCE - Technical rules of evidence shall not be applicable and all relevant evidence of reasonable value may be received. 110-2-14-.05 RULING - A ruling of the committee shall require a majority vote of the committee members present. A record of the meeting, stating the committee's ruling and reasons therefore, shall be maintained for public review. 110-2-14-.06 NOTIFICATION OF RULING - The commissioner shall notify the appellant of the ruling within ten (10) days after the final decision of the Appeals Committee. 110-2-14-.07 APPEALS OF COMMITTEE DECISION-A final decision of the Appeals Committee may be appealed in the same manner specified in Chapter 13 of Title 50 of the September 27,2007 22 Official Code of Georgia Annotated,to the same courts with the same rights and limitations specified in such chapter. Authority O.C.G.A.8-2-113 End of Rules September 27,2007 23 , 110-2-4-.02 Building Permits Required. Building permits for the installation of industrialized buildings shall be issued by the local governments which shall require permit fees only for those inspections actually performed. Such fees shall not exceed the amount charged for similar inspections and/or permits on conventionally built structures. Authority O.C.G.A.Sec.8-2-113.History.Original Rule entitled"Latest Edition" adopted.F.June 20, 1983;eff.July 10, 1983.Repealed:New Rule entitled"Meaning of Terms"adopted.F.Jan.29, 1988;eff. Feb. 18, 1988.Repealed:New Rule entitled"Code Election" adopted.F.Dec. 19, 1989;eff.Jan.8, 1990. Repealed:New Rule of same title adopted.F.May 11,1992;eff.May 31, 1992.Repealed:New Rule entitled"Building Permits Required" adopted.F.Sept.25,2000;eff.Oct.15,2000.Repealed:New Rule of same title adopted.F.Mar.4,2003;eff.Apr. 1,2003,as specified by the Agency. . i ,,,--\. i ....-) 0, ..,(‘ .., . jr ' ■:5:...N. ',,.. ,,, ,,- „-- tr■A ' z:.-.•••-a- ---, : Inspection Report Cy ot Tybee Island 463 B li tier Ave. Tvbee. Island, GA 31328 Fie; C 12) 786-4573 ext. 114 Fax: (912) 786-9539 --. .. Permit No., (_.-)C.L 7 C-)-` C:-) 6 , Date RPquested 0 (0 - i CO'OF „,-----) . Date Needed D (,) - ) 1 .- oF Gen., Contractor Subcontractor , _ A \ Contact 'Number ;Lk v-k c),P i 0- q17—":- -- ---7- 1\ j Location .k.. 0 r\--(2-..5 if Inspector "2/4 Date of Inspection 6/1/7 c2g Type of Inspect- )n _ f■ e \ Qc . -- pp. ?sss ( ) Pass r......” Fag Li,ss Q 1, , r ■.-.-.1. -.? '1 , A. ....„ ., , ; 6 „.„.i i s) - -7,),(-1-5s , I ) ( . / Jp f...5 -.-)k4‘ io pi...1 \,A.. (.2 7 ? , ,--krp 1 ( s s ... e .5/ ‘.1...„..\c I ----) f:-..--)0 0 1 Dri..., yll Pc_--3-ti c, ill iz 124.4 ,t -N Ltf1 Ci ji- 00--t- i 1 cyfl -'r-4O1..)5-,E,.• ((A) ! \. ' f.) k \ \ \ \ ' t S S ItZ) 0(cli- s ... -pc1-3_s ,e,\ -- \ , ‘. t i i ---1) ir-k441-1(?2a-t, 1 (...e_t . . ., .4. -. c. • di I . . 4•1` ' ' — ... Inspection Report City o Tybee Island • 403 Butler Ave. P-0. Bolt 2749 Tybee island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, DS - 0 3 E S Date Requested Owner's Name fri\ ,ry\k I ,C Date Needed o 9 Gen. Contractor Subcontractor ) C c'..Z ( / E faC- Contact Number , 0 Location Ci / 1 -- o _."...e_-5 /1 / Inspector - ./0 Date of Inspection i.. Tyuia of Inso -ction i e_ (0, o . Eg------ Pass A 1 ..., „..., \ - ______11c.... ... r • , ...„.• _--- 10F_.1 1.V - 11/00 10/19-12` -fr- filit 11\)57r jf,irtOi3 if ME-111E-)-- F-, ******'k******** -COMM. RNAL- ******************* DATE APR-29-2(; F**** TIME 11:34 ******** MODE = MEMORY TRANSMISSION START=APR-29 11:33 END=APR-29 11:34 FILE NO.=194 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:05 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* diltAk RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9-12444-4537 Phone 912,11,551111* 29or 040-244A0 __ ear Location Address: # Release Date:14-- '-o' Type of Release: Temporary /Pi_man � Subd Name: Electrician ,,, CS'e 1 f LIE Electrician Phone Number: 4-(3 o r Owner/Builder: , ti C" , ,r,e d 0 Phone Number: to J 40-3$?rJ 5 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Bullder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 01111 10411 ` RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-14437 Phone 912 3 tc 2(o ySo q 306-29oS- Co..-14t/ 308- 2,2S ncg. - 0,D �5 Location Address: q t ( TQ„� Ave, . Lot# Release Date:�,a 9-OA. Type of Release: Temporary Perman ' Subd Name: Electrician: J < e- ( ( L: l e . Electrician Phone Number: F4L-(3 d 7 Owner/Builder: Eo - o ` r�; M e ��a Phone Number: to s(p- g ``] 5 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 11 0 11 :s„,.••• ••:,z, .c:4.-•.- •• ..::,:::: •:-..- . 11 , 1 InspectionAeport H City of Tyree Island 11 403 Butler Ave. P.D. Box 2749 it Tybee Island, GA 31328 I Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 i 1 Permit No, (---)F - C.)0 ..S- Date Requested ISA Ddr — i i '-- (..D 11 IIOwnees Name '--P•■• .■ nn P_ (--- ; 1) Date Needed Gen, Contractor Subcontractor Contact Number ' ._,) OS r(2_ r\ to 3 i - 4 4 Co 0 t Location CA ( 1 J 0 n_a 5 \.--- 77e; / / / //4 W.77-70 8 Inspector Date of Inspection I r-- , i Type of Inspection 1 e , 0 SO e c--+" : •--1-1-c2 0 tf, ',/, rr_ 0 1 Pass fil II , I Fail 0 3/ / / ; J/3 , 1 11 11 1 II . I ft , 1 / 1 , ___ _ _____,__ _ ._. ___ ..•.. •._ ._ ______ ______ • __________________________ ...____________ - , • Inspection Report City of Tybee Istend 403 Beier Ave. p .o Rom Tve islarair GA 31328 ? ire: (912) 7136-4573 ext. 114 F : (911) irai,-953 9. Permit No•. - 02 -5- r.3at-P ecgg.ff?-.4ffil n3 - - o E Owner'c, Marne Date N eeded C 3 - 1 r‘. (;en. Co ntracto r Subco ntractor Contact Number Loc.at5o 73: Ass,/e., . 3:DS ped0 r riafr f nspectio Type of inspectictrt Li 5-4 4zPSS — . . s.. File Opkrne I'ep ❑ 77 Project R t -!!°,.a SF .'- ` I ® FOOTINGS �+ 0 SLAB ROUGH IN ELECTRICAL 135000.00� � ` 0 ROUGH IN MECHANICAL I 2/20/20091.--,--- 0 ROUGH IN PLUMBING i r I.. • d❑ FRAMING 0 INSULATION _;: '.- r, I 0 FINAL INSPECTION ELECTRI P , J FINAL INSPECTION MECHAA !„.,/ =. r6.: : . s k Y ', . r 670.00 JfY -V" I , NEW BLDG F C hnr 135000.0000 I"a= F nl r r ode 670.00 ❑ INSP INSPECTION FEES 311000 135000.0000 393.00 ❑ : 4 ATC AID TO CONSTRUCTION 1740.0000 1,740.001 ❑ ,j, .' » '� 7 Y Y t X k 8 d .- -,i "- .- _ _ _.— Imo': _�._.r w "° d3-- Ir1- a8 I rItas� c.e.�., f• I, 40 -!- (eQnoC.. .rY. 2 •O 'p. o. 3-x 2 4 1 ` L (\A-)(jr.-1—sr,.... I ir, 44-11"," ,1 5 .,. n —It.arV. OJ ) GL In Vim. O ' F( • 7 .t.,' f J/ i' i. Fee Code Maintenance — — J � AID A TO CONSTRUCTION _ I _ 100 00 I- 1 i 999 00771.1110 out I Pooled Cash FCB 28266 r,.L rrit jig I. C'" ri i r Pen: Amount .- Ki 505 00 34.6903 Aid to Construction '; 100.00 V t--4. V,44,:, r ,•M r`v.71 'in`s sx X £ ,a`sy ` t# � s .t' q f„ _1�KO". - rY-- ;p� ,f-n:t +k ° „. P. K 0,:,, 7 4+ s 4 '^" ` ^. .,s'-.E� i t : ; ',:,7-” e ,. 5i ,.�.a��+ 4 '�..,,� £ ?� r• C rp- p+....' y °° r ',. 4 , - s. 4 R s, s 7� �1},a? �• h"Z3 s '5 r C' t'�y,`4�3 -' .' t ''�" "'_� - 1i '(`4` �t.4 t '.Pdi z 1ar'b-,N- �,,;'' 'Y'. P=E n 4?" C"` s;t4 $�r f £ms h �, J..,,fi !�t'S`yJ. l f. ,y, } ,�,yk` � ky.+, . , 4. ,t a.b � -&•`'4 r .i Y '' ". ""--- 4 { " ' ` °�• '" A t� �"aY ip1—f,-1,!k 3�' .,'. "'4 ��;s a'k' 4•r * 'w L e:;‘..„....•:.,:-. T 3 r# 8: Ir ti r e 4 ,,S f ,, w t',1,::::, .fwd a k� t,... S�Yx y 'T+,� 'kwr+.y^ -s.--*''''..,''' t A$„py w .tr- .fie 1 ,`I- ,4 asp " .',,{ Fr,t X' -t 'x w9 3-t'k "L- `.µ .�. 1 Y R p: :0 :'.r\ ,r."' :=' y b r .e R c i m�"3 S�. g-'k$ •a"; 2 �J '• - ...as.:..„r„74a _,1_z;'_ .s tt fi � �.t + ,.n s� ��,: hn__ .:va_. _•.?<ss .t-, '' , 7,—, ( , :---\ i ; • , ) -,--1 -.-- :-;:::. ••-..•...:1: I . Inspection Report City of Tybee 'Island 403 Butler Ave. 1 P,.0. Box 2149 Tybee Ishind, GA 31328 I Phone; (912) 786-4573 ext. 1.14 Fax (91)) 786-9539 Permit No., _051 Z_.7 . Date Requested 313 -0 K --4 ' e_c Owner's Nair4,1 , rn ri a Date Needed Gem Contractor Subcontractor Contact Number Location 9 u -n-o ,_c Ave, . Inspector _ lig Date of Jospertion 5/2AC-5 Type of Inspection —7001---1 o.,P-- -- Pass E ,, o--4 --12--.4-1,1 it Fail Zil • / �.�.' �/`S o©z '01 0(,w, - uvW • '4 NV L S:t3 0 L 40.. . .,. , .• "3� c," �► # , fir" • • "� ., - .-..14:,i #41,- 4 o . 4. i f / , • � '. _ J• - • 1. .r .__ . .., ., , i i , . 1... 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Nit% CO it 44 V QC) ....g 1 4%Ibl. i il, 1 •alp. 1 • Otrit At • N ..." ;. or -..,...„‘:..-Iv. . ■ ,,j,' , i. ...4 . t ' •.611 't• t 111 ■,..) . 4 0. . ti.) • r , i I. • • • , • ..•• • . i -..... 1 . s . . , . ..„.............._. 1 ,.....- . CI. 'II ■,.. ifilik, . - : Os. 0 • 110401,44i _ 1 a :,i4„Ik , % V) 0 . `‘....q ,....s...C( •-•Z % It\ -9-- ..• . • . 5. . .- .,.... . .. 0 • .,.,.. .... . o ) • . 1 , .....S.. -..... , -.......) „ . or . ---.... • , " i •i'"fv!,f11, ,, ._ IF ... ......1 . c...,., it c•.() t , - • , uII.44 Ith • . ., . . _. 4 , , f.0, /4 - • 4 16 . • ) • i i 6 11 .• i t. • .. • . . .. •„. - .. .. „ i 47PC)i •• ' i •, %k ff....". ... ... , . .,. • . ,...: } 0 ,-,:. - ,,i,r. i , , a• 1: A Au . Dianne Otto From: Warren Millikan Sent: Saturday, March 08, 2008 1:17 PM To: Brannyn G. Allen Cc: Chuck Bargeron; Dianne Otto I stopped Angela Byers @ 911 Jones from continuing to dig footers @ 1240. She had Tommy Sr&Jr working the backhoe and Darren directing the show. Unfortunately there has not been any soil cloth installed at the site. Angela claimed that she had purchased the wrong type of cloth and would have it installed tomorrow. Darren said they were almost finished and he would install the cloth before Monday. I told them that they could not continue until we had approved the cloth installation. I will continue to check on them today and tomorrow. Tommy shut down the equipment. Thanks, Hodad CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 2 sets of budding plans I copy of survey showing ground elevations&flood zone . _ plan deposit $250 osit P— P O Location: q °`^es V€. PIN# 14-'06—Oio— oo J NAME ADDRESS TELEPHONE Owner 61e4nor 21 owe),o 9 I 3--one, /Ve, (912.)6S6-38zs Architect or Engineer Building Contractor 4-{otre nwne r (Check all that apply) New Construction (-Residential n Other [+ingle Family n Duplex ❑ Multi-Family ❑ Commercial Details of Project: Sins -PAry,, 11 hory,e, '40 p %rte 6 NYNaCie c o4vUC�-u�rC Estimated Cost of Construction: $ 455, o Type I( Cp (Enter appropriate number) (1) Wood Frame 111 (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry Appro ved (3) Brick Veneer Proposed use: 5 11 Re tdernce. Remarks:''-Av 4 5kub aIreac y 0 i 5 . - ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms 3 # athrooms Lot Area (c to U V Living space(total sq. ft.) /7 #Off-street parking spaces al Trees located&liste on site plan N I 14 Access: Driveway (ft.) With culvert? n I A With swale? n)v4 Setbacks: Front a$ Rear tO Sides (L) 111) (R) to.b # Stories 1 Height 2 to Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units,ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through W0,51-e. PA 1Anaye me sJ On-site waste and debris containers will be provided by U]o. rk. )4-net it nr-ex-4- Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances,FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met.I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established.Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected.I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: a I C, C i Signature of Applicant: ..24-,--&-t/ Note:A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NF1P Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: 9 Sits.v(. Date FEES Zoning Administrator,-- /�/ :� ��f j�p,� Permit rte. - - Code Enforcement officer ,,/j�„_ , --/474-0; Inspections 393. Water/Sewer -MEW 9_ J _ y Water Tap ey/ 4,; Storm/Drainage - L g f Sewer Stub s(/.4,-,u7 Inspections ..irdr` Aid to Const. t 7'/0.— City Manager CC Recovery N/A clef C Ogg t ZSD. TOTAL 0Q8a3, REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing,Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4,Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person,unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur,as attachments to this form.The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements.The final product must actually meet the City Ordinance requirements. Applicant name: limn,IRJ m e ch o Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE(912) 786-4573 FAX(912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: CA \ 1 3— or e5 q11-ei Owner's Name: El ea no r 1 m ect Address: Q \ \ 3-ones �V� Contractor's Name: Ho nne.Ow1-Ne This notice is to confirm our understanding that all equipment such as air conditioning compressors,water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I(owner/contractor)agree to construct/place the equipment above or up to the required finished floor elevation,which is stated below. BFE Acknowledged and agreed to this day of , 20 `Owner/Contrac� Signature iiYM„o w Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: q ( ) Z-O n e s e, Owner's Name: EJeano✓ tmedio Address: q Jones Contractor's Name: 1Me Ow n e r This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings,2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application.The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. wner's Signature Date g/4,ii lm ki/m.e.ita Owner's Printed Name ontractor's Signature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: q V t .3-00e5 1 y`�V Q, Owner's Name: E'eano 1 \m e C L o Address: q t ∎ J D neS 'ed Contractor's Name: '`'IOrr e Dome r- NOTE: Any alteration to City owned streets,curbs,sidewalks,waterlines,sewer lines,drainage pipes, catch basins,or other elements of the City's infrastructure,requires a permit from the City,and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration,and agrees to fully comply with such provisions. Description of alteration: hone_. A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration,or to an improved condition,as determined by the City. Certification:I hereby acknowledge the above requirements,and certify that I will perform the above described alteration in accordance with these provisions. .' - ��' , wn/er's Signature Date I ilii a C fry era'ri3 Owner's Printed Name 'Contractor's Signa re Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer , Date Drainage `'. ;Ir. '.,,,... Date " j(r ' !' v CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: "1 1 k 3-Orme. k Ye Owner's Name: E6ear,0 ( ■m edr b Address: Q t J0r eS Contractor's Name: }41)me ()wile✓ This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures.A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy.A violation of this policy may result in discontinuance of the electrical service. Owner's Si nature g Da e ZCk h 4 fi rn-arro Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: q I 1 .3-Oy\e5 PVC Owner's Name: �)e 144-10 r*--R I medic Address: q 11 3 yi i ti Contractor's Name: 4mep(V/l e List the company name,business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company J -)fti )i fY,6U( /1O, '5 Business Type Thod01,9r m/91 1.01 r,,-• Address 0/241/0 Arse,ei, ,/ License Number Contact Person /AOnms Yost Phone Number 90 If-,:,,1 7 t-?c7 q a. ./' 2. Company j9Tv•en M/cle4iysiness Type Gaon71facJor- rat)Adeekr o Address License Number Di4E)2.10 C, I . L 31 - +03-z_.Contact Person . , T 3. Company p oh / /on 61n y Business Type f/Umber Address icy '5 . eR-mo he /I License Number Contact PersoneArl S 4 'Y' 1/450/Om on Phone Number 912.- 78 4-776 `7 4. Company�U5 SC// 6/ec Yr/a Business Type e leo-4►►i c,,q-rn Address License Number Contact Person.30)-11n mi t t 55e. 4 I Phone Number 89 9 - Av 5. Company 2yrd / ea f 1 1K- Business Type te0,4,rm c1.. Adyne. Address �r -B pr Number Contact Person �7I y Y 0 Phone Number Attach additional sheets if needed . .”.,.....co ceynoias ate JbE //d! p. 1__.__ LOT 102 5 8" RBF i,, 9, N 19°30'00"E 60.08' 1- P P - P P CMF h X Fqa . LOT 91 a � P'' , 6°4\ 6a k( ' I5.8' rn 6• ' C 0 0 4 1STORY h STUCCO RES. + +', LOT 90 0 ' PORCH (FIRE DAMAGE) l o w oo o LOT 93 M li t''' W E-, BENCHMARK NAIL IN 30" PINE ELV 9.15 MSL 120.00' °' NGVD 1929 o i i o° I 5/8" RBS +I' '∎' ,. _ S 19°30'08"W 59.55' 5/8" RBS i-k. EDGEiOF PAVING JONES AVENUE 60' R/W PLAT OF LOT 91 , WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 911 JONES AVENUE NOTE: BUILDING HAS BEEN REMOVED SINCE FIELD SURVEY. Post-it"Fax Note 7671 Date Belo j pago / ACCORDING TO THE F.I.R.M. DATED To • �� r 6/17/86 THIS LOT IS WITHIN FLOOD ZONE Co./De.. Co. AB, BFE 12. Phone x Phone it Fax k Fax M J. WHIT '+YNQLDS PLAT: 1/148,000 LAND SURVEYOR II) o 20 636 STEPHENSON AVENUE I i SUITE C SCALE: 1" = 20' SAVANNAH, GEORGIA 31405 DATE: MARCH 27, 2007 SURVEY TELEPHONE: 912-352-0464 �EQ DATE: NOVEMBER 8, 2007 PLAT FAX: 912-352-7787 i GI 6 FILE NO. 07-44A Date Received at PFS IBC Transmittal No. (by PFS) n Project No.(by PFS) ADDITIONAL OR MODIFIED ACCEPTANCE(MODULARS/PANELIZED) This form is to be used only when the manufacturer is seeking acceptance of an additional model,modified model or model name change which uses a previously accepted building system. Current PFS Building System Acceptance# Model Name/No. GMT364H7 Manufacturer's Name Palm Harbor Homes, Inc. Plant(s)at which model will be produced Plants 6/9 Plant City, FL Check One: ✓ NEW MODEL Revised Model* TECHNICAL DATA Conforms Floor Plan Showing: Yes No N/A Braced Wall Method or Shearwalls Building Size(LXW Dimensions) Room Sizes,Light&Ventilation Schedule Exit Requirements Electrical Outlet Spacing&Smoke Detector Location of Labels&Data Plates Use Group,Type Const.,Total Sq.Ft.Area Plumbing System Design or Reference No.(FP-4, FP-5, &FP-5.1 ) Heat Loss Calculations or Reference No.(See Specs. ) Furnace Size/Model No.( ) 1 Thermal Performance Calculations or Reference No.(See Specs. ) 1 Electrical Load Calculations or Reference No.(EL- ) Service Size and Location(200 AMP, Utility Room ) Applicable Building Codes See CS-1 ✓ Submit model to the following states:Georgia *Description of Modification Requested by: Jaimes Biard Date 01/09/2008 (designer) • For PFS Use Reviewed and Approved by Date** Remarks **(1)copy sent to IBC within 15 days of approval. VERBAL APPROVAL GIVEN By Whom: To Whoni Date MODEL WAS DEVIATED Revision Number THIS FORM SHALL BE FILLED OUT COMPLETELY WITH EACH MODEL ACCEPTANCE OR MODIFICATION PRIOR TO SUBMITTAL TO PFS cc. \forms\fonn-m Rev 01/03/07 mb I-..; GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS ., '_ MANUFACTURER'S APPLICATION FOR APPROVAL -r;.... Applicants Should Complete All Items (l-VII) I. TYPE OF APPLICATION SUBMITTED FOR: DEPARTMENT USE ONLY TBUILDING SYSTEM E~ APPROVAL APPLICATION: E M QUALITY CONTROL PROGRAM REVISION 17 MODEL No. T364H7 — RENEWAL DATE: 1 FILE FOR RECORD IL IDENTIFICATION Name of Manufacturer Palm Harbor Homes, Inc. Telephone ( 813 752-1368 ) Address 605 S. Frontage Rd. e-mail address jbiard @palmharbor.com Location of Mfg. Plant Plant City, FL 33563 Name of Evaluation Agency PFS Name of Inspection Agency HWC III. DOCUMENTS SUBMITTED: X'iPlans n Specs FITest Data " ,1Quality Control Calculations (type) Other (specify) IV. DESCRIPTION OF INDUSTRIALIZED BUILDING A. Type of Unit: a Three Dimensional Unit DCore Unit FiComponent B. Principal Construction Material: Wood nConcrete EiMasonry FISteel r Other (specify) V. CLASSIFICATION OF BUILDING BY OCCUPANCY (See Chapter 4 NFPA 101) A FlAssembly B Business E fl Educational F Factory/Industrial I �Institutional M Mercantile S El Storage H Hazardous R1 17 Hotel,transient R2 Multi-family Dwelling DC FDaycare R3 [1 &2 Family Dwelling R4[Board &Care, Assisted Living VI. CLASSIFICATION OF BUILDING BY CONSTRUCTION TYPE Sprinkled LA LB f Type I ;Type II [Type III Type IV FType V VII. SIGNATURES This is to certify that the BUILDING SYSTEM/MODEL/DATA conforms to the Georgia Rules for industrialized Buildings and currently adopted codes. Signature (Agency's Architect or Professional Engineer) Date Jaimes Biard o,,.,EKE,, , -- 01/09/2008 Signature of Applicant(Manufacturer or Agent) Date VIII. DEPARTMENT USE ONLY Returned for correction and/or additional information (see attached) Date [l Approved Approved as noted (see attached) Date Signature of DCA Official Comments: . Form IB-01 Revised: 12/26/01 For use after January 1,2002.e-mail.ihurdsmi@dca.state.ga.us 404-679-3102*404-679-5246 Code Compliance: ***ATTENTION Local Building Inspectors `t` INDEX State: Georgia 'Building Site Installation Requirements:Any required Site construction Cover Sheet V 2.3 CS- 1 Residential: 2006 IRC&07,08 GA Amnds. not covered in details and/or instructions included with this package,must be " Mechanical: 2006 IRC&07,08 GA Amnds. designed and inspected per Requirements of the Local Authority having Jurisdiction. 'Elevations FP- 1 Plumbing: 2006 IRC&07,08 GA Amnds. All other construction,design and assembly completed at the factory,has been Elevations FP- 1.1 Fuel/Gas: 2006 IRC&07,08 GA Amnds. approved and inspected by PFS Corporation in accordance with the state 'Attachments: Energy: 2006 IECC&08 GA Amends, program for factory built housing,as evidenced by the label/insignia. Floor Plan FP-2 to 2.2 - Electrical:_ 2005 NEC&06 GA Amends. Notes: Electrical Layout FP-3 Other: 1. Installation and assembly of modules per details DWV schematics FP-4 shown in"Site Installation"and/or"Other"section when applicable. Water distribution layout -Hot FP-5 Design Criteria 2. When site conditions vary substantially from those noted in the foundation Cold FP-5.1 Floor Live toad: 46 PSF ' details,the local building official,at his/her discretion,may require HVAC SUPPLY/ROOF FP-6 Roof Live Load: 20 PSF a site specific design by a Professional Engineer,licensed in the State. HVAC Return FP-6.1 max.Wind Speed(3 sec gust):_ 90-140 mph 3. Electrical,mechanical and plumbing connections on-site,by others. Reserved FP-6.2 Exposure: C 4. HVAC equipment,when site installed,is sized per load calcs. Load calcs: FP-6.3 Seismic Category: C Minimum SEER is 13. Typ.Foundation layout" FP-7 to 7.2 Occupancy: R-3 5. Provide"Main Disconnect"near to where service Gas Line schematic: FP-8 Construction Type: VB entrance cable enters building. _ Unit Type: Ranch 6. Mean Roof Height shows standard foundation set and for elevated Mean Roof Height: 20ft-Std; 30 ft-elev designs(Flood Zone)up to mean roof height shown. - Roof Pitch: 6/12 **Elevated foundation must be designed for site specific conditions by Pitch Angle: . 26.6 degr. a Professional Engineer,licensed in the State.FP-7 does not apply. Miscellaneous supplements: Total area under roof: 1920 ftz 7. Sprinkler systems,fire extinguishers,or fire alarms(not smoke alarms), Electrical load calcs:_ EL- 1 No of modules or units: 2 when required,are installed and furnished by others. Shear wall summary: Included on FP-2&7 Wind Loads based on ASCE 7 and WFCM 2001 8. Reserved for wind speed(s)of: 120,130,140 Sprinklered(Y/N]:1 N REScheck Energy Code Compliance APPROVAL . Dssi n:Wlnd suts fTf�:: C; PSF) Certificate(s)forZone(s): EC-1 &EC-1.1 Pr-Roof C&C load(EA=50� 'Typical Cross Section: G-2.1&2.1.1 Wind speed: 130 140 • Total No of Pages for plan package:I package: 24 Zone I -33.5 -39.0 -42.3 4r" itl Sit IMai 1 Zone 2 -59.5 -69.0 -74.9 `Typical Foundation Details Section FD-Ranch Zone 3 -59.5 -69.0 -74.9 Truss design,Roof close-up, Refer to Elevation Sheets Roof Overhang(EA=10) Gable end close-up,dormer for Design Manual Page Zone 2 -73.2 -84.8 -92.1 installation,etc. references and index. Zone 3 -123.1 -142.7 -154.9 Pw=Wall C&C load,Wdws&Doors(EA=10) Zone 4 -42.6 -49.3 -53.5 '::::;- s=Other'-:: ;i•:s'#x`t.-'. :'. Zone 5 -52.5 -60.9 -66.1 TRUSS# HM547203 Design pressures(DP)apply only for wind speeds>109 mph. HM551501 Window and Door DP ratings must meet or exceed those Iiste• HM493302 HM493401 Zone 5(within 4ft of ea corner)and Zone 4(interior),for d:.+ q LL.°•E•.-• Total No.of pages in submittal: 28 Insignia/Label Location: ApprovatAg iicy • _ ,yTF G R Plans may be mirrored without resubmittal PANEL BOX PFS Corporation Notice:The documents contained herein, : _ FQ 3rd Party Label: 2402 Daniels Street proprietary and provided to the recipient for 'f- Q" „� _ PANEL BOX Madison,WI 53718 purposes and shall not be copied or othe , NO. 1L�r 6 ote:Some or all-of the site installation details are part of the Data Plate: 608-221-3361 reproduced or distributed for any ose• ' E5`•4' . - 1. design manual and have been previously approved. P YP rp `,• :` PANEL BOX than intended by Palm Harbor Homes, •- : erefore,approval dates may not match those in the model approval package. Prepared(sy;: .. .. . . I Palm Harbor Homes,Inc. l`•rGNE.t� Model No: -Date: Plant City palm .. • / GMT364H7 01/02/08 John C.Doeden,PE 605 S.Frontage Rd Harbor COVER SHEE 15133 CR 22 Plant City,FL 33563-9934 •IcC�VE " Model Name: Page No. Goshen,IN 46528 (800)729-4363 Homo Georgia Modular J V ERT WILMINGTON CS-1 574.825.7663 CUSTOM HONES • APPLICATION ENGINEERING ° k FOR HEATING AND COOLING .I '' "iii HARBOR HOMES-PLANT#6 i 605 S.Frontage Rd. ' t ,, Plant City,FL 33566 ';\ \ ///c/O - A J i Manufacturer's Model#: GMT364H7 �' v,-‘"--,:,,..:----- 1.:,:-0'! :•a.-"' HVAC System Type: OVERHEAD GRAD FLEX FOR UPFLOW(SPLIT NC) _- ° Prepared By LaSalle-Air Systems 12/11/07 (Method& Output C 2007) All rights reserved:this information proprietary to LaSalle Bristol Co. 6 clients. Calculations on this page are based on design parameters set forth in ASHRAE and ACCA Manuals J and D. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES-DESIGN ZONE GA, Region 6-8 COOLING LOAD: 29,291 BTUh based on outside temp of 93°F with inside temp reduced to 75°F. HEATING LOAD: 33,778 BTUh based on outside temp of 19°F with inside temp raised to 70°F. CONSTRUCTION DETAILS&U FACTORS(11-11-30) OVERALL HOME SIZE: 57.33 X 30.00 TOTAL FLOOR AREA: 1,720.00 s.f. AVG CEILING HEIGHT: 96.00 in. ROOF: 0.033 FLOOR DUCTS: 0.000 TRUE OUTSIDE PERIMETER: 174.67 ft WALLS: 0.092 CEILING DUCTS: 0.238 NET WALL AREA: 1,163,72 s.f. FLOOR: 0.069 EXTERNAL DUCTS: 0.125 TOTAL WINDOW1 AREA: 150.33 s.f. WINDOWI: 0.490 CLO DUCT AREA: 63.9 s.f. TOTAL WINDOW2 AREA: 40.00 s.f. WINDOW2: 0.790 EXT DUCT AREA: 0.0 s.f. WINDOW, % of floor: 11.07% DOORS: 0.280 PEOPLE: 4 TOTAL DOOR AREA: 43.28 s.f. LAT.GAIN: 2187.6 DUCT GAIN/LOSS:2463.9/3070.7 Ventilation cfm required : 60.2 SUM/WIN INFIL: 91.9/183.8 cfm ROOM BY ROOM VALUES Heat loss, heat gain and CFM requirements based on Duct design values Maximum A/C capacity cooling equipment design standards. when connected to when connected to standard residential Calibrated Blower Test equipment. 8 .30 in. W.C. ROOM NAME HEATING COOLING CFM COOLING COOLING BTUh LOSS BTUh GAIN DIST CFM BTUh CFM BTUh Kitchen 3,179 2,539 81 108 3,240 117 3,900 Living Room 5,407 5,633 180 210 6,300 213 7,100 Bedroom #1 4,982 4,969 159 196 5,880 202 6,733 Bath #1 2,635 1,062 34 132 3,960 143 4,767 WIC 1,136 457 15 45 1,350 57 1,900 BEDROOM 3 2,647 2,545 81 98 2,940 101 3,367 BATH 2 1,106 691 22 61 1,830 75 2,500 BEDROOM 2 2,631 2,539 81 107 3,210 123 4,100 FOYER 3,062 2,680 86 98 2,940 101 3,367 UTILITY 2,226 858 27 61 1,830 75 2,500 DINING 4,767 5,317 170 210 6,300 213 7,100 TOTALS: 33,778 29,291 938 1,326 39,780 1,420 47,333 Failure to Install heating or cooling equipment that produces the Total Design CFM for this house may result in an unbalanced duct system. LaSalle-Alr Systems . OVERHEAD FLEX DUCT ,,,,, •4 ,-_, , .• .._ . . SPLIT SYSTEM F; ' ,•' • ': •.:r. i ',. . Cr 41,. V.>,.. 4' I 1V-41" 1¢-t0 G4'--0" JORT.Folace-e TO 5cr-e 5,_3. . 10,..4. —_, , le.-9i• . ,.. 42. 34. _ _. . etz4-4.T.ritom 77-4.TO 127_5. —27-7f —57-4- 49-12 MIX12 -z 35X50 35212 35X12 liF- 1V-1 14" c C.7.5-0t 14.-17 1-11721.2' 7-q- . ,. JaX59 MX12 1--- 4 1-- " i ' ' 01 :31 "I I EGA= F:M117- EGRESS 11/Mill Itl i .1 la F D R Q S A i 1 a Hr BEDROOM 12 —o4r41 j 8xl Sr.") OPTIONAL FIREPLACE il 1 II MASTER 11-11-n BATH ik• i axi ■.• "0, )( fl . . toy..4, N41 4f■ IS LIVING R004 li x s .., 400,46.• 1 in II 8x1. t0x6, 10 x(., 11%z I 11■ -. -.16 - g 1----r, r AI n 9 0§,, w Jr". 0 — ._ ....6 _. ■.• 0 ^ F--- et LA „11111011Ca.. 0 I 1. • x I%• w o 111111611M11 1111111 1111111116.1111M16.. .41111111111111111100.11 I I ■•■■71 iriall 75a1147 witymlish,:f. CO LT, I Wm 1 --, 1 WORM Ay& all1111111bidll. . 6 0 , 0 --...,---410m 11_,..k. u.. II 0,.. ell < ,.0,..... . i cill MN to) (,, IF 0 . .# 10.6. j ■, III,I 12_,(2, lo •:3 12x8 r‘ MI 1 '410( .11•01":46 . 4:1?-• rti 4,.':, .. .- - Er- n7z= 8 xi i UTtillY , pitrialriiiiilii 1 • ••-•••-•.—I ; II 72 WO I, i Ak1,31 , I .... . 'UV II " ...• 1 1 El •••111111111•111=1 11111111111■111111111■111•MIRMEIMMIIIIIIIIMM MI1 1E-* -04 Frog L 40,...4. Ira 37-012. 58*-53- 47-1i" 22-7k L,..-1°. 12.--10- ,_, 1 G 36,-6i- 14'-ict 12'-71' 13'L1Oi" •'--94" 11-11 i-to GMT364H7 (MOD) Calculation for 200 Amp Panel Plan No: Model Number: GMT364H7 1st Story: 1.920 Square Feet Serial Number(opt): 2nd Story: Square Feet Combined Total: 1,920 SF Calculations based on the National Electric Code 220-821 Optional Calculation for a Dwelling served by a single 3-wire 120/240 Volt Conductors with an ampacity of 100 or greater. Computation of Load: 1. General Lighting&Use Receptacles at 3 Volt-Amperes/Square Foot Number of 15 A circuits 1,920 x 3/120V= 48 A or 4 Ckts Total VA for GL Circuits: 1,920 X 3 = 5,760 VA 2. Small Appliance Load at 1,500 Volt-Amperes per 20 Amp Circuit 1,500 X 4 = 6,000 VA 3. Nameplate Rating of All Fixed Appliances(in Volt-Amperes): a.Disposal 720 b.Dishwasher 1,500 r• c.Water Heater 4,500 ;It -,:.. =•:;'� 'U .�f �. d.Wall-Mounted Oven 0 s t e.Cooking Top 0 r`'' f.Range 16,100 P g.Clothes Washer 1,500 h.Clothes Dryer 5,600 (., " ,: 1 Total Fixed Appliances 29,920 °�., > ' ' • 29,920 VA max.additional VA 0. 32,975 See Note! ................ Total Nameplate Rating of All Fixed Appliances Not to Exceed,. 62,895 VA 4. Nameplate Ampere Rating of Motors and Low Power Factor Loads: Range Hood at i X 1.1 Amps = 1.1 Exhaust Fans at 2 X 0.7 Amps = 1.4 Furnace Blower at 1 X 8.0 Amps = 8.0 Ceiling Fans(s)at x X 1.0 Amps = 6.0 Total 16.5 X 120 Volts = _ 1,980 VA Total"Other"load as shown = 43,660 VA Total"Other"Load(Maximum)1 thru 4 = 70,875 5. Largest of the Following: 100%of Air Conditioning Load 9,456 65%of Total Electric Heating Load 21 KW 13,650 65%of Demand of Less than 4 Separately Controlled Electric Space Heating Units-Space Heater @ 0 Volt-Amp(Max) X 3 X 65% = 0 Connected Load of 4 or More Separately Controlled Electric Space Heating Units 0 13,650 Largest 6. Total Calculated Load: First 10 kVA of All"Other"Loads at 1000/0 10,000 Remainder of"Other"Load at 40% 40% X( 43,660 - 10,000 ) 13,464 Total calculated load as shown 37,114 VA Total Calculated Load Not To Exceed 48,000 VA 7. Distribution Panel Ampacity: Total Calculated Load of All Electric Unit 48,000 I 240 Volts= 200 Amps Use 200 Amp Panel& 200 Amp Main Breaker(Minimum) Note: This calculation represents a typical arrangement of fixed appliances and motor and low power factor loads. Additional appliances or loads may be added so longs as the max add'l VA load shown above is not exceeded. PALM HARBOR HOMES, INC. 605 S. FRONTAGE RD. PLANT CITY, FL Title. Date, 12/7/07 ELECTRICAL LOAD CALCULATION Revision: 12/20/07 200 AMP PANEL Page No. El-1 Version 2.1 REScheck Software Version 4.0.0 Compliance Certificate Project Title: GMT364H7 Report Date:12/20/07 Data filename:R:\Master Models\Modular\Mod-2005\DCA_2004\64\64H7\GMT364H7\GMT364H7-REScheck rek'%''' ..)°,k\,■. Energy Code: 2006 IECC -i }' Location: Valdosta,Georgia = t _•- Construction Type: ' :' YP Single Family , „> Glazing Area Percentage: Single F' Heating Degree Days: 1844 ".. 1,,. Climate Zone: 2 4' , `' u.„ r Construction Site: Owner/Agent: Designer/Contractor: y'` '°Ti , Compliance Passes on UA Maximum UA:467 Your Home UA:382-->18.2%Better Than Code Maximum SHGC: Your SHGC:0.35 0.40 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 1720 30.0 0.0 60 Wall 1:Wood Frame, 16"o.c.: 1164 11.0 0.0 77 Window 36x60:Vinyl Frame:Double Pane with Low-E: 105 0.350 37 SHGC:0.33 Window 36x12:Vinyl Frame:Double Pane with Low-E: 30 0.370 11 SHGC:0.35 Window 30x12:Vinyl Frame:Double Pane with Low-E: 10 0.370 4 SHGC:0.35 Window 46x36:Vinyl Frame:Double Pane: 24 0.350 8 SHGC:0.33 Window 46x12:Vinyl Frame:Double Pane with Low-E: 8 0.350 3 SHGC:0.33 Window 72sgd:Metal Frame:Double Pane with Low-E: 80 0.630 50 SHGC:0.41 Door 1:Solid: 42 0.200 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1720 11.0 0.0 124 Heat Pump 1:Air Source:7.7 HSPF, 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.0 and to comply with th.e mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date EC-1 GMT364H7 Page 1 of 1 REScheck Software Version 4.0.0 Compliance Certificate Project Title: GMT364H7 =`=- °`�P Report Date: 12/20/07 �_. ';. I t� Data filename:R:\Master Models\Modular\Mod-2005\DCA_2004\64\64H7\GMT364H7\GMT364H7-RESche .re1c.•- ` ;;\qX ,` Energy Code: 2006 IECC �' r Location: Dillard, Georgia t Construction Type: Single Family b'., ' t, ...... - Glazing Area Percentage: 22% 1.1 r' Heating Degree Days: 4477 �.,�,.)r,`' ,.: -"i'; Climate Zone: 4 ' Construction Site: Owner/Agent: Designer/Contractor: "*- '.Z - Compliance:Passes on UA Maximum UA:327 Your Home UA:302-->7.8%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 1720 33.0 0.0 57 Wall 1:Wood Frame,16"o.c.: 1164 19.0 0.0 52 Window 36x60:Vinyl Frame:Double Pane with Low-E: 105 0.350 37 SHGC:0.33 Window 36x12:Vinyl Frame:Double Pane with Low-E: 30 0.370 11 SHGC:0.35 Window 30x12:Vinyl Frame:Double Pane with Low-E: 10 0.370 4 SHGC:0.35 Window 46x36:Vinyl Frame:Double Pane: 24 0.350 8 SHGC:0.33 Window 46x12:Vinyl Frame:Double Pane with Low-E: 8 0.350 3 SHGC:0.33 Window 72sgd:Metal Frame:Double Pane with Low-E: 80 0.630 50 SHGC:0.41 Door 1:Solid: 42 0.200 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1720 22.0 0.0 72 Heat Pump 1:Air Source:7.7 HSPF, 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date EC-1.1 —- — GMT364H7 --- — – — — --- Page 1 of 1 !'I Job , -__ __ __ -Truss (TrussTyQe Qty Ply Palm Harbor 216 125686 HM493401 HINGED MONO 1 1 Request ID: Email-Bert Kessler __ _ --______ I Designer: MJS Universal Forest Products Inc.,Grand Rapids,MI 49525 6.000 e Feb 19 2004 MiTek Industries,Inc.Thu Apr 08 16:41 28 2004 Page 1 3-8-0 13-5-9 15-5-8 - -- 1 1 3-8-0 9-9-9 1-11-1s Alternate Cantilever Reactions Table �p 0.,-v. 8 1 8 9 T3 Max.Gray, 263 n/a 243 7" 6 - Conn.68(16) F - _-__ Max.Uplift 231 n/a 362 p-�1.14 , '� Mac.Harz. 299 52 n/a - TLH18E .— o 1- T2 - wi 1 I I - \ 6.00 112 \\Conn.402(16) 0-N-05 No Storage Allowed \15 q„ J _ 5x8 5x8= 4 qt I 5x8 TLH18A 85 4x4 II 12 2.504= W2 6 3 m 15 3x5 II A- 2 .J�� ❑ 1L E I-I p-1 91 L LJ tO Ti ,1 -L as N. "('`-�I 3x4 11 3x411 3x4 II 83 3x4 II m r" o = 1 h 2.5x5 II B6 2,5x5 II 2012 I ( m , I -0? � � , oI 1 ��_11 B1 �� 204 II 0 1 3x6=1 j ---14 2.5x4 II 13 10 B7 2x411 9 0-7-0 3-9-12 12-9-12 15-5-8 I-- r --I-- I I {J 3-2-12 9-0-0 2-7-12 ----Offsets 0 7 0.-- - 5---- -- -- ----- -.1 (_Plate ONsets(X211_111-2-8,0-1-81,14•0-8-4,0-0-01J5 0-0-5_,0-0_-Oj_(6.0-0-10,0-1-0],[110-1-12,0.1-41,(12:0-1-1.2,0-2-0] LOADING(psf) i SPACING 1-0-0 CSI DEFL in (loc) 1/de0 Ud PLATES GRIP 1 TCLL 20.0 1 Plates Increase 1.15 TC 0.80 Vert(LL) 0.68 13 >265 240 MT20 1971144 TCDL 6,0 I Lumber Increase 1,15 BC 0.62 Vert(TL) 0.61 13 >294 120. TL18 206/162 BCLL 10.0 � Rep Stress Incr YES WB 0.12 Horz(TL) -0.37 9 n/a n/a BCOL --4 0- - 1 --Code IRC2000/ANSI95 - (Matrix) Weight 91 lb - i LUMBER Max Uplift NOTES 6)Unbalanced snow loads have been considered for Ihis design. TOP CHORD 2 X 6 SYP No 2 -Except' 1 = -231(load case 8) 1)Wind:ASCE 7-98;130mph;h=30ft,TCDL=3.6psf;BCDL=2.4psf; 7)All plates are MT20 plates unless otherwise indicated. ]P1 T2 2 X 6 SPF No.2,T3 2 X 4 SPF No.2 9 -362(toad case 8) Category II;Exp C;enclosed,MWFRS gable end zone and C-C 8)Provisions must be made to prevent lateral movement of hinged 'BOT CHORD 2 X 4 SPF No 2 'Except* Max Gray Ex113601(2)zone;Lumber DOL=1.60 plate grip DOL=1.33.This truss is P member(s)PrProvide during transportation. mechanical c o neclio 131 2 X 6 SPF No.2,136 2 X 4 SPF Slud 1 = 263(load case 3) designed for C-C for members and forces,and for MWFRS for 9)provide mechanical connection(by others)of truss to bearing plate • 83 2 X 6 SYP No.2 9 = 243(load case 3) reactions specified. capable of withstanding 231 lb uplift at joint 1 and 362 lb uplift at joint 9 WEBS 2 X 4 SPF Stud -Except- FORCES (lb)-Maximum Compression/Maximum Tension 2)TCLL.ASCE 7-98,Pg=20.0 psi(ground snow);Category II;Exp C; 10)This truss has been designed to meet 2000 IBC,Section • W2 2 X 4 SPF No.3 TOP CHORD Partially Exp.;C1=1:1BC-00 1607,11.2 minimum roof live load applied 2308.10.7.1,2000 IRC R802.10. i BRACING 1-2 = -331/238 2-3 = -230/0 where required. 11)Take precaution to keep the chords in plane,any bending or TOP CHORD 3-4 = -327/0 4-5 = -202/153 3)Roof design snow load has been reduced to account for slope. of I Sheathed or 5-9-5 oc purlins,except end verticals. 5-6 = -104/53 6-7 = -48/54 4)This truss has been designed as per IBC Sect.1605.3.1.1 Load twisling into se the hinge plate must be repaired before the building is BOT CHORD 7-8 = -28/60 9-11 = -211/474 reduction,for multiple live loads. put into service. i Rigid ceiling directly applied or 4-2-3 oc bracing. 11-15 = -136/359 5)All additional member connections shall be provided by others for 12)Truss members shall not be cut,drilled,sliced,notched or REACTIONS (Ib/size) SOT CHORD forces as indicated. otherwise altered without written approval of the design en engineer, • 1 - 24510-3-8 1-14 - -394/175 13.14 = 0/0 U wens/Forest Products,Inc. 2801 EAST BELTLINE RD,NE 9 = 227/Mechanical 4- _ = ®WARNING -Verify design parameters and READ NOTES t 6� t 13s.00w GRAND RAPIDS,MI 49505 12 -187/71 11-12 -184/51 PHONE 61 644:16t FAX 616- !8 = 0/Mechanical 9-10 = 0/56 10-12 = -8/24 This design is based only upon parameters shown,and is for an lndNldal building component to be installed and loadedverbcalfy.Appbcabiliy of design parameters Max Horz 2-14 = -156/111 and proper incorporate.of cemponera is reepensibiM or budding designer-not designer.Bracing shown is for lateral support or hv)mdml,el,members only. 1 = 299(load case 8) WEBS Additional temporary bracing to insure stabgIy during construction k ha reponanbrny or the erector.Adddanal permanent bracing of the overall sbitiure is the responsibilay of the building designer.For general guidance regarding labricatton,qualty control,storage,delHery.erechon ard bracing,consult CIST-86 Cloak Standard, WOW i 8 = 52(load case 8) 6-15 = -153/402 6-15 = -153/402 0.5B-8e Bracing specaCaien,and HIe.a1 Handling Installing and Bracing ReconvneMHen available Conn Truss Plate Institute,5133 OOnobio Drive,Madison,WI 53719 __ J.lsupportyaaeksupptlemphks111x1 7temphk.tpe 0 copyright 2004 by.Unnersal Forest Products,Inc iJob 'Truss Truss Type Qt P ;38110 �HM493302 WHINGE MONO 1 Ph/ 1 Palm Harbor 216 FL -- — Job Reference(optional) I Universal Forest Products Inc.,Grand Rapids,MI 49525,Weston Gorby 6.300 5 Feb 15 2006 MITek Industries,Inc.Fri Oct 20 07 36:56 2006 Page 1 • �— 3-9-0 15-5-8 Alternate Cantilever r — -- I I �,.,nururu,,, ot•n�un,,,. 390 11-8-g ,�s�y iA •A.M,�, he`,0N BcFX�z�� o NO, . t!: E N �% „� ti'••� p• 03. 2. �\� SEO.y k.. sF•... �fl G�• — ,—: N S62•, *: C9 �GASTF.9 •9 6 _-'* No.23922 a,r - . * Q No.26639° T3 PROFESSIONAL ~ BEH16E 5 N - i - .C: ft -PROFESSIONAL 1 J .0 4 ! F P G?. s TAT E OF 1N" 1�`(1A H 1 � ��'GIN�� '�d��_ �',''`S'_.OR 10?.G\.s' �c2�4/GINEt�P 6.00`12 T2 � \ 0-11-0 ,,,,,,wm fk o``..s '",,, ,onnnN eJ W FRS Cantilever •�\W5 10/20/2006 Max Harz 1=612 load case 8 mI 0- O 2.5x6 ! \\\ m Max Upht1=-457(Ioad case 8) Aso,""SLE,,,,,,� NI �3 BEH18A \\� o Max Gray 1=576(load case 3) P.�E, F' De 5x4 3 4x4 1x4 '' L„owiiuu,l/n ,,,,, BRED Fy .F •. c's Ili 4 1x II - 2 13 W 14 25 ..... sso O LOUIS°j:, :'��. FRFF"'a, _` " tip; oI Ti IF — -- W4 — ice:■ x6 `,P;. >r; X929 ��P�.PAO��Zrr :X;�`nc RICO 'TIRE p Zr co 6 orm N: I 1 lW1 311 * - n I ry vmi"-- ,,1-�±IW1 i` _ __.._�1_—_ , .a `KEVIN _ ENGINEER V. -n • W o * y G '• s io�=- '-1-+-=1------- -_.....------ -------- —— License W. FREEMAN N - %N�•• ,lxr4t�L :�2C/�: 5x4 _`i3x8 it 1x4: 1x4 ;, 4x4- 5x5 II : PROFESSIONAL ENGINEER /15r,Ny- 15042 .\QQ' %9Ta�� 001670ah.Gj .`` 7-0 3-9-0 8 00-12 12-4-8 15-5-8 Cj` IN \�V\ TF;.,••.• •;5c�-- .1, ,$.:• NL`�� l— I !2 FNCINEE� w Op M155� ,�i�� TES t��, 0-7-0 3-2-0 4-3-12 4-3-12 3-1-0 ''''�4'nlnnunmtnua,r"\``\` ••••. rtthrntuiAbt, [_Plate Offsets(X,Y): 1A-2.0,0-0-0),[1.0-0-8,0-6-13),[2:0-2-0,0-2-1J_[3.0-2-2,0-4.6],(3 0-0-5,0-0-01,[4 0-0-11,0-1-21[8:0-1-8,0-2-0],[13:0-1-8,0-1-12] SPACING;2-0-0 SPACING:1-4-0 SPACING 2-0-0 CSI DEFL in (loc) Udell Lid PLATES GRIP LOADING(psf) LOADING(psi) Plates Increase 1:15 TC 0.62 Vert(LL) -0.23 8-9 >782 240 MT20 197/144 (G TCLL 78.0 TCLL 27.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.46 8-9 >395 180 M1118 141/138 (Ground Snow=20.0) l (Ground Snow=30.0) I Rep Stress Incr YES WB 0.55 Harz(%) -0.02 7 n/a n/a TCDL 7.0 I TCDL 10.5 Code IBC2003/TPI2002 (Matrix) ) I BCLL 10.0 BCLL 15.0 I ( ) Weight:84 lb BCDL 70 I BCDL 10.5 LUMBER 3)TCLL:ASCE 7-02;Pg=20.0 psf(ground snow);Ps=18.0 psf(roof snow);Category II;Exp C;Partially Exp.;CI=1; TOP CHORD 2 X 6 SPF No.2"Except' IBC 1607.11.2 minimum roof live load applied where required. T2 2 X 8 SPF No.2,T3 2 X 4 SPF No.2 4)Roof design snowload has been reduced to account for slope. BOT CHORD 2 X 4 SYP No.1 5)Unbalanced snow loads have been considered for this design. WEBS 2 X 3 SPF Stud'Except' 6)This Truss has been designed as per IBC Sect.1605.3.1.1 Load reduction,for multiple live loads. W6 2 X 6 SPF No.2,W2 2 X 3 SPF No.2 7)All plates are MT20 plates unless otherwise indicated. WEDGE 8) See BEH18 DETAILS for plate placement. I Left.2 X 3 SPF Stud 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. -tee• j REACTIONS (lb/size) 7=514/Mechanical,1=541/0-3-8,6=0/Mechanical 10)All additional member connections shall be provided by others for forces as indicated. Max Harz 1=612(Ioad case 8),6=96(Ioad case 8) 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 lb uplift at join!7 and 457 lb uplift al joint 1. Max Uplift 7=-742(load case 8),1=-457(Ioad case 8) 12)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Max Gray 7=547(load case 3),1=576(load case 3) 131 This truss has been designed to meet the 2003 IBC Section.2308 10.7 1;2003 IRS:R002 10.2 it FORCES (lb)-Maximum Compression/Maximum Tension 14)Take precauhon to keep the chords 111 plane,ary bending or toasting of the rirge plate must he unpaired before the building is put trap service. TOP CHORD 1-2=-1062/666,2-3=-293/0.3-4=-297/56,4-5=-91/78,5-6=-52/92,7-11=-300/652,11-12=-286/634 101 Based ant HM493301 I BOT CHORD 1-10=-1240/887,9-10=-1240/887,8-9=-1240/887,7-8=-52/266 16)Revision Updated Code I WEBS 2-10=-22/378,2-13=-780/948,13-14=-243/0,11-14=-243/0,4-12=-316/699,9-13=-328/177,8-14=-49/26.,8-13=-680/1269 BRACING I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. I BOT CHORD Rigid ceding directly applied or 4-11-1 oc bracing. I JOINTS 1 Brace at Jt(s):12,13,14 ;REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(lb-in) A WARNING-Verify design parameters and READ NOTES urwead Forest Products,Inc 2601 EASTBELTLINE R0,NE 5=68/89/73/0,12=316/699/295/0 PHONE(616)3n nni b FAX(616)-3650000 GRAND RAPIDS,MI •r( .,Thu buddno component has may been designed for the loads noted on this dressing.construction are 2.This forces have not been considered.The budder a and I NOTES br kiting methods and system design.Budder responsibilities are defined under sect).2.3 of TPI1-2002.The desgn s based Doty upon parameters show%and rte tor 11)Wind ASCE 7-02,130mph @24in o.c.,5=305;TCDL=2.Bpsf;BCDL=2.8psf,Category II,Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone an iMivdml building component to be installed and loaded vertically.Applicability of deapn parameters and proper ncorperainn or component.msoenaibidty of buildup q nelillsa designer.Bracing sham.f or hteralsuppori at rdbidua lwebmembers onN.Auddunal temporary bracing to insurestabdiry Minn°conelrwien , cantilever left exposed, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specih B.e`"` ddY of the buadnp desnBnec For general dudaroe regardpq �� I2)Wind ASCE 7-02,150mph @16th e.c.;h=30ft;TCDL=4.2psf;BCDL=4.2psi,Category II;Exp C,enclosed,MWFRS gable end and C-C Exteriar(2)zone; a"ro.aonsbdity ofile erector.adedbnal permanent brae of the overall antidote the responam bbrk:atnnu T,a ly centmd,alo'Z,delnery,erecllon and bracup,consult BC511-03 from Wood Truss Co if of Amenoa and Truss Plate Institute Ranonv.i Mani n available _cantilever left exposed, Lumber DOL=1 60 plate grip DOL_7_33 This truss is designed for C-C for members and forces,and for MWFRS for reactions specifi glom Wood True,co.,.olAe.enca 6300Enterpriae LN,Madbon.Wl 53719 J isupporiVAdekSUppaempleteeWlp Ann capynght 2006 by UnNenal Forest Pmduds,lm Pie , , Palm Harbor 2. 10 27563 :HM551501 :HINGED MONO ,1 1 Plant 06 . I. ''...Inivers F,..-,,,0 Po.v.Iv.fn.In.... ,::;Ind Rap ,MI 4W...,. ,.. ;°=%tiitth r`i;.100..=:.WA 11 2L113:.moo,Jo... „..._, qit, v.,,.,:,4,,,o 1 jc,,,,. ,,,, 441 ii•!,ti 721, 1 4 1,... "tt•1,i: ...'.,t, ••• . ,• . •'",„ . „ ,, ,• , . , 1 , ,,,,s'„ttiliti Att '' ••.; , Itt:..ki.1 414 I . r-U-7.1:1.`' It !IA '..t:,',I 1', 1.7.t..,•.. it' I ..°•.C(Ii.!4;i1,,ritii,'t i 1 , , , q.• , 1 . , C-en ',"':."ts• ':, t...t,i . , .. t •• ',:i." " „ t , rt,Q, , J • .t..:• ' rt; „•,,..„ :- , t it, • . : :7;4'1 - - •- •*"t .t.:• ; ''''' 1•ti, .!.,`„i i 1,4: 47:.v6 ,. . P43141 CVI,S11:,StA,1"1.- 11114.2..14,0,v,,,A),.1.4;;;,..tj-.,,,o 1 .... .. „.... „. t 1 6Pti.L3F4t; 1,141 : aPACING L=4.2 I i cst ,,LOADING itng ; LOADMIG tt..it.; 1 P. -•;.,Isvm4....; -LIE ,,..:. l'IEFL Tti.:`,U. 2C0 Pg Mil -,-0;I t...=,. ; LitLniift-it:iomasu 1.it. I ',.... .111,i1-1 : itiS.Li -3 Ld ''''..`t -.=..;': 2=-.: 1 P4'114..T;ES TCOL 7.1; ICC{ . 1 ■ ri.,,t ,,,,..W, yEs ii BC 0..111 VI:11111; 1111 “, ..41.!•■ 1.1i) i 11,,,10 1,112 '4"" "''' ' 2r.:i.,1::,2 eCLL 40.3 POI. Iti il 1 Cods.: 1tLC21:-...117Pl21i302 : wri G;$5 14,s4 1L3 .;..:=31 EC:1-1L 71:1 kiCitii :ig4L 114P4Eititk %RACING . . I OP-<1-40f=g3 47,4 SYP No.2 'i.'7..x.s".:41' LOP t A-Opa../ Stn,trIasal taoad sit-teathir 5 Ii, 1-t.,:s.z.c,,g :.1.4.=.is.„1.12 T2/2 X ,SPF No 2,T13 2 X 4 SPV N-i;? ptirLi. ., ten(misi;c:tals SOT CHORD 2 X 4,3 sr-No 2 'F.x:,:ept* fiCiT CHORD P4.1 141-g Vectly a.:.«$:tc4;4;.1.2,-1,4LLL,r.,A,, •B3 2 X 4 SYP Nt2=.1 VIE.13.-$ 1 Rao;al midpi 344 WEDS ?X 3 SP F Slud ' ="c1X,'Pr REAcTIONS tii);slict t S57,=-2,;-1.34:1,7..-041ct.:11.tittc,:i.41st S".1f4==.141.1-Liii.%N 1 W3 2 X 4 EPF=Stud,1i-V2';?X it S4 Nr.,,2 Max Km:.t.-.4401,Voi1ii-tifAt fil I ,444arvi r,,, f,4 WI = FORCE III,) miut;mt1v1 i14111,}M,AtiltlikiXtrrikrt TOriStOri Nkti%UOili 1 z b'ejif4A7,1 1,34.i 4 i -0,3t,icmo, i 1 nP(1-g1Ri11. 1-2.-13:34111506.24.,135e,153.-115,3=4.-17514,4.54..44443 ,•;)ts ,-,-)4..i.,..- mox t,stmi...04,„..„.„,f,,,.3„grf4E,44,,,d .5-42'14.20:344'4 -,,,riattzzocicirEt,,,,Iv:L4'.4*144154 C.f..' =POT CH-ORD 1.11.= 13.4?.141168 14-I 1.-1-636=111311 ;3..111.1.4 93P-t.,s11561,..8,-----,-.161:11.V1 ISS i V.i1E14=1.1- t, 1tv.=.2 s t,1? 1.g. 47?-311 .113..-1132'1742.2.'.1=>42,7.5 ' -0 Vi'll AtCE 7-94&44)2= I:N.-iv-44,11..LOP 11;:=4)1,-;1.1Ve.'0.;;CL.2.4411e:CartGort;il C.-ks,-.L.; v.;-4o-,=■.:‘5,1.131.1-3,....-, ;,=i;lit.114 A psp 01. P4-•,4014 C1-111'3'l'i'iti";7.(1n,,,,',4.14411,44.14f 4111.44X1:411.140.1L "3"CY3-...-1 0:-,t-0,0,.u:,ix m i Al 1413,n,...,...c,4, . C. , n s . . i, r, 444414,, ,C mad idsve ,aro tr44a0 444m41Dwe . . .21.'1114 . .,... 3;1 TC1.1.=,-Al C:f 7-98&7-13-2:rf,•ao..o wif(grourid li,::.. ,(.;.'is.14,,:,,:11 F11,P:-4.n.:-Iv;y F):17.:Ct.I ii3C,93 11:337.11.2 ;';1 Ftf-,.r . t,t, A,,,t(*4''3 ■ow 43'h3."4 3' C4 liv44 lood apatisig 0Ftet*stegulms4 si--:.4.- .L 34 R11.l31 C.Villon 44('W load has::b4434;r1 redig.:3I.1 to.d...ommt;to! Li lin4ia=41114,1 7400W 14,44.4d$'134`ft t„3v344,4,44.4„44,4,1 104 lr,. •it.ii,ii t, 5.th.,:!iti"AS b ,1'11:1viirtri it',Viitt 1FiCi St','" tii05.3 1 I,. A.;::red.kom 't,,it!flutIttAfti t.,,,e ii,,ad, i Th ifilni.b" t1«,14:°11,441-49.434.4.-J1,40. V.1 1,4314 1-1110$44441r1t11 p41:1;*1-c:'":■-■:"..r.,-,:::.Jr4rt:tit'll CI ti'i"41441!•„t,,til II ,t)1.7 plais,s-ar 1iT29 t.;=344;.,3,,3341:4,oitorwlls-siva Itil '41 !'.1-f.'1t *H 3i DE I Att.S rt. 434,11==431043.e33Tit3't i•itt,tt.i•-1.1 t'irt si.v.-solt=v 0-4vent=av,a:Yr(tvort^trit n'ti:4.3en cnembrej=;:itis„;usstl.0444,„(11.144t4r. .:4 Al -,T1,•41tii'11 n A3'4',t";'srmstiolv=nt=-=situi11.P.:p4,;.:-,.;:k.-J4,...‘;F;Fli,:t't 1,4 ',.•!...■ .. ,.3,be.-43•,4 '11.41!v,,414,!rn, 444'334.4 s..nnne.:-...tos;i*,,,ri(=Mem I oi t'4.o;1-t,".,,t'ti"rt.,':34,144,'t.1l4lii.11„..iit:'441413'.."4i3 i343 1t1!:'."ii a ... I:.4 jL,.a ,...4 i "341, I-,ft Xi 4'34443 1Z; 111,1-qt.,!•',`tk;'4"....m=14nstsii n 4 s:40e1114n44e?:1'.ir r-211'331-1.gr34t....•434-et:iton,'1,1:,,.1r.—-A,lit..;'.41.1i ,),1.1 r1443r4'310 :0..0,1.11-1 A.,--;4)4.11-1 vawagerow..........ke A ', A,iNINc...; -Verity design patarneters and READ NOTES - ' ' ''' '' ' ' .--- ',. '," 1111. , MIRO Pi‘vt Ctii 1-.41. tAIII:UArti c ■ - . All Insulations must WINDOWS, DOORS AND SKYUGHTS ROOr NOT TO EXUEL-...L.) . . . . tom*with The Georgie , SSTD 1049 TABLES 802A1, 60.21LP,13,03,SEM 004 Sect. R-311.5.6 HAND S & R-312 GUARDRAILS \ 2./1 _ State Energy Cods AND IRC 101.2.1.2 Stairs mare than 30" in Inight require 34/38" handrails 35 FT. HEIGHT LIMIT 1 -- and state of Gear,gia WINDOWS GLASS DOORS AND SKYLIC-Irs&SALL BE Perchas, balcNia, ramps gi decks more than 30"above giacto raquire 36" guardrails. --- Amendments APPRWED AND INSTALLED TO com•-v iliirrti Bilfll Largest opening permitted is 4" POSITIVE AND NEGATIVE PRESSURES. . ''''.------''''4-41....- See.3-090 OPT 12,- - riiiiIYBEE ISL./sf. ND CODE pr.grfill Palm ,T,1-: VENTED RIDGE ilD L . @ , o ., , im s•onania 11111111NOMMMIMIIIIRSIMMI•1111111 IBM IINIIIIMIIIIIIIIMMIIIM1111101111111111911111 I IIIIMIUMIIIIIIMMII 11111111111111111 1111111111M11111111MIRRIMMOIMIIIIMIIIIIIIIMIMOMIIIIMI 12 AIMIIIIIIMMINIMMINIMIMMINIiMaininipialiMMONOligniliiiiniMifiniiiiiiihiiiiMMIIIIIiiiiiiliiiiIANNOMMOMMairiiinilThiillUilliMMIll 2 . Pt Harbor a 1 1 4z2 ,, :, , , liummunromiewirmilionmommummnismoinummummommumanommummunlifinffiromminminummonummonmemmulounmilli --'-i , II Homes ir) I', z, monnsimmunmeummonsimsimiummeommummulimummusimuninumunimmummumnsionninamoinumuniamoillmillIIIIIIIImmili .4..... ,,I go‘f.• IIIMOSIMIIIIMIUMIIIIIM11111011111111111111111.111111111111111111111111111.1111111111MUMMIIIIMMIIIIIIIIIIIIIIIIMIllillilli11111111111111/1111111.11111.101.11 ■ I =;:h IIIIIIINIIIIIMINIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPM1111111.1111101/111IIIIIMMINUMINIIIIIIIIMI1111111111111111111111111111111111111111111111.1111111111111111 COPYRIGHT©2006 'tt) ' to I tot E ID -P 111111111.111011111111111111MMilliiIIIIIIIIIIIIIIIIIIIMIIMIMIMMIllniliiiIMMIlilliIIIIIIIiiinitalliIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII Palm Harbor Homes Inc -CZ- : CD 1-41 1111111011111111111111•1111101110111111111111111111111011111•111111111•111111111111111111111111111111111111111111111111111111111•111111111111111111111111111 111111111111111111111111111111111111111111111111111111111011111111111111111111MOR All Rights Reserved i It 2 ce ,' -12-4R ----CE.iING LINE Pia't -' Plant City if L la Location . , ' • , • El kg:r. I 4" 1111111111111.1.OPTI_IIIIIIIII OPP; I L OPT-17 .- — MI== ----MEM _ Plant : 1 06/09 t I CA E I . ,__ . -;.---- .--..: ....=milimiiimii Number• -1:1 IA kto _...:-..,_.! tte z •••:2,11• I,soap• 0:1Erit tu al i.;k1,1 ..;.11r1 PillinillE WI FAA Series " , C. ......1 co CO Arb. it!' .> Je .4:441 i IIIIIIIIIIIIIIIIII El=we.. „ ,Jiime.e_ 'i ...mum 1ta) tO 'IC: 11-- k4°det -GMT364H7 i Number . -El rz. , P.s PP smomaposimmosom -----FIN!SHED FLOOR 11--- otyj ,,re t 11111011111•111•111111111111•1111111•111111111•11111•111111.1•MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIMMIIMIMMIIMM111111111111101•1111111•11•111111111111•11111111011111•111•111111MUMMIIIIIPP:40T.Z...4.-4,os. Designation:: it onelsonnummenimismosoosinimismori imienmeommoommon111isoMmounnuellememie 111111111M=111111111111111111P10.7.:211:111410- I Eleitol RIGHT SIDE ELEVATION ,..\ST ER i.,: AL( CONSTRUCTION MUST COMPLY WITH THE . * et... `" c0 X x% •• . eriTrL tb-1 ( __AND THE MC ONE AND TW-0 No. 1F546 - Rev By -;.; 2 it Revision' STEEL EXTERIOR DOORS FAMILY DWELLING CODE 20ç. EDITION 4 - i Cr...Si .;-:114.11 I — FIBERGLASS SHINGLES "CLASS A" AND STATE OF GEORGIA AMENDMENTS K:........ . cbg Approvals r 11.1' LOW-E INSULATED WINDOWS -t.1? .0 NGINt <c, PE John C. Doeden :1:1 ? P.E. itif ; OPT.12 r Alit , .Is 15133 County Rd.2',. IX • :f,1"---t VENTED RIDGE I OPT FULL Hilt Goshen, IN 46528 1111111111111111111111111111111111111111011111111111111MMeneiMINIMicommoltleMIMMIMMIIIIIIIIIIIIIIIIIIIIIIMMO tetiffiliiinelnIMIIIMINIIIIIIIIIIIIIIIIIIIIMMIIIMMIIIIIIIII 12 ,.., IMMillii•MIll. GA. Lic. No. 18546 :3 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111171111111111111111111111111111111111111111111111111111111111111111 -1-).11111111111111111C€ Phone 574-825-766: i . - g 41' 6 a 11101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111M111111111111111111111111111111101111111111111111111111 "/1111111111111111r•-a ill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111N111111111111111111111111111111111111111111 11111111N11111111111111111111111111111111111111111111111111111 1111111111111111 7 111111M111111111111111111111111111111101111111111111111111W111111111111111M1111111111111111111111111M111111111111111111111111111111111111111111111111111111111110111011111111111011111 Imeommill Iti. -if . 1 EC 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111011111111111111111111111111111111111111111111111111111111111 1111111 11111 Iii (i) 11111111•111e IMO MI 11111111Beali. 3rd Pecty MMINIVIEREIVIRMIERENO11.11EIVEVIARIERMENIONIVIMINIVERNIVIATIMILVIMPINIVIEPHAVIRIVERI"'""11 " i•-- it I II IL ----, _ 1.. P F.S. Corporation 0 I OPP-' I OF? F.-.1 op-i, E4p-F=_______ _ ,_r I IT. c" PT., - 1 1507 Matt Pass te , i ,.. i,-,:: ' Cottage Grove, WI UM -11- , - r„, 4, te MI Ca 4 53527', i 1- 0 < '43 • —__--..z.....= 1 ." ....= ii —.-- --. .-.,!__ ji • u e .. - ii; .74' -'.. .i,.. Chatham ount 30 III Ill '•• i glair Ili ir Lu 2 in,,, t s 81 1-- Iiki I /I ! ' - — 1* 11. 12' OVERHANG P GO u.. CC. for2 — 1!. !1 ; 7 — ,,,, ,- , wit • -' ' ' .. '... s ,, ! , vs I— . Li • .7.,- . a a , - . ,. . -- r— .._.-.—._=__._._.__._. S ED Flo* -... ..., ..., . 1111111•111111•111111M111111111111•1111•111•1111111111111111111111111111111111111111••••••••1111111111 — 1•11111••1111111111•1111M111111111111 - g. . 4. R.E!sl,' W FOR COD', CO CO LI CB MEM INIMM1111111•111111M1111111111111111111111111111111 INIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIMO1111 .. 44 _ ..„ , x ,-, ef r!Li:„ t has bee ma•i t ids ,... S, LEF-r SIDE ELEVATION! it 2 • t ,j',,i ..4 . i. - ' ka -tions, no er-I gh by , 1:-t. U. datr - all be co tri it.d au r: • , ' Tli,hr,ts 1 ...).--,-. rirkt.^1.-,,,,,,—,,x i't,,,,,,,,,a,4, illinga 4100 on the following lengtna ■011 111110.. 16 • - ;.-LifiL1 i.-)ZAVI5Viii/Hit:1111,Jkitiltt e ' STANDARD PORCH ea 4P ...s iv s . ' a i--: cancel, ter ,iir et 3-080-B-1 --Wats : ALL. GIA.24-1.1G "1"-Q 11:! E Fr-i-Spec.-rep . '-, - " o . I. oPT--ro• MAX 15C MPH Ill 1 # 410- aeli cable codes r o a in ce A: A driveway opening which -11----- PEstrk SEr--Tt Otq K Zo I. 2. .I.2 ROO Hazard Zone A. BFE i 2-• 0 opT•10"-D° MAX 140 MPH gt 6 , • -- I .1 d permit sh ld 1. -b connects a residentiaI lot with Ne loterior finish's,walls designed to allow entry and . ._. A API S -4 filHran y or guart °A' I ' 11111":'410- a public street shall not be - Of- Tt-tE. tZES(1.91P-0411At- COPE-• exit of miter,no mechanical equipment Only puking, Cr** ty g 4g 0 it IIIP °a az " 10 greater than twenty-five (25) limited storage and building access below BFE. 0 gt . O - a Reviewed By Date feet in width. A/07-47 47. , ,/*?ptcy.a,/ .Z32.).(_ , cLiv:._40,4K 0,-c ,-A A.; P ,e. 7---7-44. . . . •. . -,_ _ • _ - _.,. . „ • 0 ALL CONSTRUCTi'ON MUST COMPLY WITH THE ..4:151 Palm STOP_ AND T IpNOT 'O P- T Harbor o.12 . FAMILY DWELLING COD � `'� ►Tr� Homes 1z M. AND STATE OF GEORGIA AMENDMENTS/ ` COPYRIGHT©2006 Palm Harbor Homes Inc ' STEEL EXTERIOR DOORS All Rrghls Reserved Iar Plant City, FL /- FIBERGLASS SHINGLES "CLASS A" Plant 06/09 CEILING LINE- - \ Number VENTED'_ — - LOW-E INSULATED WINDOWS --° Drown J8 SOF FI i f.: ePr. '` r �'.?/ << o ' '1 air: it :: `,,9. -; I Series 12/13/07 ;1!_ ;=; i All lnsuiatlon; must ,f' ; �'�`` �; X ''�l GMT364H7 ,�,, „� comply with The Georgia ; • Number �u�r I I State Energy Code f k Pag• e�s . Number FP-1.1 — 2E? Edition -NM! _ Dee gn�.�n FINISHED FLOOR-- - -, � ''°�¢ Di OIL V ' Elevations AMOnthanifi \...11111V.1 II 4/5qt) aiili0�iii1?a�ll� iiiiiii[■ \\l, . x� REAR ELEV . *N iv c Do - OPT.12 OPT.FALL HP 0 C\L 0 Approvals P.E e.. John Q. Doeden - .do/11itim1��\�� © 15133 County Rd.2; _.��l�„ r/�s► Goshen, IN 46528 �,,,,,,,� '�'��i\'� GA. Lic. No. 18546 ire/�llIlIllIltl��._ CEILING LINE - . Phone 574-825-766: �I �, -fin._ = ___ _ - I ' ii' -= I = == . __ _. -= ,_„_ I 3rd Party r _ _• 1 _ _ 96 Sldewall P.F.S. Corporation i!, r = :-.,/.t 1507 M F._ a ��... ,:iii; ..... ;iTs; .. .. �:n'�.. ... — 108" Optional Cottage GrovesWI FINISHED FLOOR-- -� • .•�. r 53527 ' Notes: wMar. iSiii o�aa�■aasii Site Installation Dahlia wlS1eaii9IiaiMINIIII i sa■raoa F ON' IF EV , 1 N MOVE W. MEC (A)Gable End Close Up-See RF 3.1 and 3.2 (B)Close Up at Peak-See RF 1.3 mote--- DOOR a WINDOW OPT.RuoREE (C)Deta@s on FP-6.1 wne0►sue 1, 4, WINDOWS, DOORS AND SKYLIGHTS —— — -- — SSTD 10-99 TABLES 992A1,602 8 SECT I4 APPROVED AND I¢ STAt _ D TO a PLY trii,BOTH POSITIWE AND NEGATM PRV.M.LIPS, ARC-FAULT CI I1T INTERRUPTER PROTECTION ' NEB, 210.12 DWELLING UNIT BEDROOMS, All Plumbing ]ns#ells#ions must Ott Electrical h The tNatiana4 electric GFel Protection required for ALL BRANCH CIRCUITS THAT SUPPLY 125 JOLTS, SINGLE comply with The International Plumbing CodeiEditicn and State C OUTLETS , } u7Ft3i#iin It # receptacles in bathrooms, garages,, PHASE, 15 AND 20 v +P%. i RECEPTACLE LE ' yy��, Georgia icy yY� .may � ,; ► _;$ rtd►n n't ou1coo1'S, and along kitchen I DWELLING g'tt-II BED t O ,�S SRAT4 LDE of eo gia a 13�51r1 drnerft INSTALLED IN 4.i S`•d 1 ccunier-tops. PROTECTED BY AN ARC-FAULT ILT CIRCUIT INTER UPTI "5`_ - --- r• s --- --- --- ---- -— ENTIIE BRANCH CiRCUiT`. i _ , 0 Palm f________ _ iiiiili Harbor —22' 71" ILV,. Homes il' 4 --3. 6" 10' 7° X12 32,4_38,-6 r ' 10' 7 �' 1' — OP' 36X72 G'-8" 0 52'-7 49'-1 �r 36x-z I-- 34'--44" pet 36X728 �.. OPT 36472 ''.:-.8.' 93-44.-10" anREWLACE r•_9 ' ---0.- " COPYRIGHT©2006 "T",- ii-ii i .56X608 , I Or+T 36zt7 -33'-3" OPT 36X'11( L6 - .� OvT Sbx60 �.+ mac,- OPT 36X60 - Harbor Homes.Inc . yIL oPT 36x,11'- - �-J 1 _ Palm HRar S �._ I s Reserved X'27 -* 36X12' a`�^ �DRr+YS� EGRESS CCERAMC EGRCSS � I -^v �I I AZ ocna„or Plant City. FL /`,-�1\ PIanI 06/09 j yr d ` , •may•�4 T Number 36 H(i1 5o'-to; Bedroom ��.L^ N i Bedroom 2 JB " ' Master Bath $ in F ter' ir' ii a A Drawn i • i OPTIONAL FIREPLACE I`• — r"x t "3SF- 0.6 S' �, 1 5SF-r1 7 hfy� Dale :'1) ',, .�R j FP 37•_4• FP • I. 12/13/07 J pp1� i ' i � serves •_• �O50,AR TUBE I `"r '` ` AI � = I Nuer GMT364H7 .- :O: �y2;r.� Mode: • Page Li".--,� r--60'-a �. �. FP-2 O �' uu�i Ib I OPT TRAY CEILMG r-f,• I ' $ Desgnabbn o I I N� Ix36• u L-- -J A� I Number �0 t- i b ; — � g go _, __.= Dving-Woom " :" Al Floor Plan iii Z A X 351.2 SE-28.1 a I SHELF ^ SHELF SHELF I �I • - ..' �� '----- -� S '-'----------'- '-•--1 I 1 l o�j L Rev BY - i 1 4 2 ROYi+b, m I ula+o I1t_ -I X _Xn ec� PANTRY C, I w� I I 0 / (W <1^; SLOE t3RD 1.);: I Approvals r,cN Master Bedroom PARTY LABELS I•/ FO ��XXX o DATA PLATE I P E 20 .s SF• 62 Dining Roam 2 1 t 5 RAC —•ia•'y John Doeden•o `FP' 183.5SF-+14.7 I I �� NR � &lie i •-42 SET OPT HALER �� 15133 County Rd.22 " �4 X24 FRJA R ow r�EP ``� Goshen, IN 46528 t ' Y GA. Lic. No. 18546 NN , ' iGtChen 8 aim a Phone 574-825-766: kX ^ • ) Utility �' 8 ' W I.7 OPT. ` g ! M �.. r - PREP U�rPREP M 3060 N O • -rM. .M. rte i • - 72 Sm •- ' or1;oM♦alnT .T�I� - .�6QSL__ 'a.l�r� PITITITPI TIT• 3rd Party 36X80 s6-„ so uPr, x 48436 oPT 36X12T L_ sH .60 r \APT HP ROOF P.F.S. Corporation OPT 38/02 OPT 30x127 OPT 3°x12 OPT 46x121 32'-Q IiscOT 1 B 2 OF FLOOR 4 OPT 36Xn 58'-5 �40'-4" " I _22, 72' " 3 "I 4'-0" 1507 Matt Pass —49'-1 36'-6i" 8'-10" --1.2'-10" 1 1a'-to 2' 74" 13'-10i" 1'-9 " ----S -2" 6'-B" Cottage Grove, WI I ""- "- T.TRANSDLIw,00w Note: Porch is available In Ifie following er gths 53527 ' Sl2£ LIGHT ANO VENT OPT 31280 E-EGRESS"DM 61-8"STANDARD PORCH OPT 36x12 36x60 12 2 S.F UGHT 6 14 5 F. VENT' I NOTES S1'-3 OPT-10"x' MAX 140 MPH f, IAl irt"cS v1 �`�!' i "j.✓t /: t)SEE EP-2 I&2 2 FOR SHEAR WALL CONSTRUCTION 0 INDICATES SHEARWAl1LOCATIOt.S F. 36x12 2.17 S:F LIGHT 000 S F. VENT! r, { ti. REQUIREMENTS SECTION a 30x60 9 95 S F LIGHT 5 03 S F VENT tom. +.DOTS t DOORS NAT BE IUTED SEE PD 150 SE TION FOR PORCH x Fdi K aao PRESSURES PER TIE ouuTs 1)■EXTERIOR WALLS ARE 9-D'MAX v 5 55 S.F LIGHTJ 2 76 S F VENT! r AND OPT HIP ROOF DETAILS 30x36 -1 oR PAti CS-i 3'f' 3)OVER ALL WIDTH INCLUDES, i/2•TC AL,OW FOR MATING WALL �,�,,.,:..,., X 3Ox12 !.75 S F LIGH1_1_0 00 S.F VENT - I State SHEATHING&1 2'GAP FOR CABL NG CR STRAPPING WHEN .- ,.,�., i7 I - TIP DOOR SCHEDULE �`, s CRANE SET -1 - i..-- oix36 2 48 S F LIG�+TI 1 30 S.F VENT ■ -.! .,;.. E. L,.,t E r �! /--- — DOOR R 0. ��DA��s, 4)S�DEWALLS ARE 4'OR 6-UP TO'30 MPH SIDEWALLS ARE 6' i ; HUMBER 928 DESCRIPTION + A f�T�?,. _ x,; U ----1• v1 `y 30x421700 S LIGHT 0 S VENT r�,�s FOR WINDS ABOVE ?30 MPHs' �' _' - + O P'� °� i Ar'jj.`:;,,"`yirn ,n 5)TRUSSES SPACED 24-C C UP TO 12C MPH&110 MPH INTERIOR l '� - .- D 5 G D. 2 18.S F LIGHTI6 33 S F VENT �,, 5 y,t r 1 �f r `1. L.•.',.r 2 Q 38X82 STEEL `DOOR SOU, (y N.IN e0 ZONE,16-O C FOR 130 MPH END ZONE d!40 MPH END b 30.72111 2 SF. LIGHT 5 20 S F VENT - `x'' INTERIOR 6 150 MPH ,� `` O 36X82 STEEL DOOR SOILD '''* it/ '..k -4 r 36x72+3 99 S F LIGHT 6 38 S.F VENT � ' 1 I 6;.INSULATE STAIR V.'AI1S W;TH R t i BAT-7 W BASEMENT OPT 1 1•` 3 --- — "J 38X82 DP' STEED DOOR w/YfIFAOM !I o'° '+ s }°`�'�`'` . " 'w U KINRO 9750 vANDONS - co,: = f 50 0 S'D ; „ ` 4a1�� ; - L , . x • HIGH IMPACT) - P _ ,±:6563, 66 0 0 38x81 OPT t/1 ATRIUM DOOR �'+tie � +' (' ' mss- `7 - a N..AIR SGD2 - DP s '55 O DUNBARTOTJ DOORS DP = -'65 0 S Lj" r' ,�, - NLAIR SGDS DP --t 25 C I E MATRU _ - 5. A ' R C'Df)RS DP '7 � .- t;�`T �s\"\� ,,,,,:"."-r'-J --ALL-CONSTRUCTION `C�W1TH THE r C EMERGENCY ESCAPE AND RESCUE 0d��1,aS ��, `� ^ `r SSTD ib- q� AND THE IRS ONE ANOT TWO v� 4'GlN'E! ti IRC SECT 310 �� •,.. FAMILY DWELLING CODE 4. EDITION N �� ALL EMER ENC ESCAPE AND RE CUE OPENINGS ��„�� C DO • AND STATE OF GEORGIA AMENDMENTS SHALL HAVE A � I i 1U� NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPT GRADE FLOOR OPENING SHALL HAVE A MINIMUM NET CLEAR OPENINfl rip K >t ri rr ALL OO TRUC T 1Ot UST COMPL !'iT E AND STATE OF CEO .r 1A Ah NO E T IP►_ ' Palm *REP ER TO BU,LD NG MANLAL r CR PO '� CO' UMN CONSTRUCTION ODE_ TAILS. Harbor 41.11,- SHEAR WAIL .;F•FRAL NOTES Homes 120 MPH 130 MPH ' -^ I Clip 140 "APH Und Length WiCth(m) Offsets 1 Corner90n 1 r. _ Ao.0 1 S de A 0 — - ---- COPYRIGHT©2006 COLUMNS RANCH STORY A 57 333 180 Rear.OAD X f9 Call NS Bo 0 Side B-0 .CD.UAINS RANCH STORY m10 9NED 170 ire : ' - RRF to* 2C pq -90011 LOA& 20 Plf Palm Harbor Homes, Inc 26 CA C_ litnC6� T , L._-� r7-0 bPN T B 57 333 180 - Co 0 S■de C.0 . _ !4 ?�' �- -Tnaa - 9 --IC smu??rq ._,___L_____..geU1�a11 SPAY.,WAD 71 cal '�'� 1 i Do 0 Sde D 0 '" TAT Al l Rights Reserved z 2 7 tm r ,ep to d 132 iwa�s '�^Ywyttasen,;seIsLx:Ott Pm JAI n_sT?A? ' II,06_ 1i SRL7_41.. aw�t 3 , 2 . 2 , 105 r 1m ,t0-IT,131: 1 3 . 2 2 1m , ■ r t ,11-0-,1312 Location Plant City, FL 2 2 2 2 103 • T 110 19-cr 1312 - 2 ] 2 2 105 1' 180;19-G;1312 2 3 2 2 inn • r IA ;1V-d.1312 Plant s 3 2 2 inn z1 T 160 tS•-td 3391 3 4 2 2 ,m L6♦Y, 160 25-101 3311 3 5 . 2 .2 1m •21 r, Ile 5'-,0'3sn Nun-ber 06/09 4 3 2 2 105 21 T 110 -10'3301 . +� .. / 4 2 2 tm bl T I� 115'-IO•I]JIt 4 5 1 7 Inn 2s6 T 160 25'-t0•'3161 D•ewn 5 2 ♦ 1 , 3. 106 2e* N lea iIS-4'':201? By J13 1 S 3 1 J 106 234 N 160 15-4•;2912, 5 3 1 3 tm 12.4 1 160 15-4• 2013 6 2 1 3 1m 2x4 N 110 ;15•-4•,2011 ♦ 6 3 1 3 lm b4 X 160 15-4•,7011 {Da a 12/13/07 6 3 ~ 1 3 t� .214..N 160 15-4•.2012 1 . - j Truss Spewing 24 Minimum Roof Dro9Mogm Connections wens Bd BOX True Spewha 11 Senes Diaphragm Connections Spacing «/Skye Footrhrs Twee Spoc1ncr 16 Miurnwn Roo/oephrogrn connections v • 6d BOX _ _ _ Winner Roel Daplvngm Connections uw+s 8d BOX Model It��, Rogd A B C D E Diophrogm Connections Spochq•/Shy Poston. Diaphragm Connections Spewing • Fasten.• Number GMT364H7 Wd Forseg Spacing 3/3 3/6 3/12 4/12 6/12 `Shear Req'd A B C D E 9 S)nsar Obi Re*'d A 8 C 0 E A N/A 4/4 3 6 10 Wo{ Fad's Spcchg 3/3 4/4 3/12 6/0 6/12 Page FP-2.1 B N/A 4/4 3 6 10 *to Fw.l'g Spacing 3/3 4/4 3/12 6/6 6/12 Number A N/A 3/6 1 2 6 A N/A 3/6 4 5 9 C N/A 4/4 3 6 10 B N/ B N/A 3/6 4 5 9 Des ignation lon A ]/6 1 1 { D N/A 4/4 _ _ _ 3 e 10 , C N/A 3/1 1 2 6 C N/A 3/6 4 5 9 D N/A 3/6 1 2 6 1 D N/A 3/B 4 5 B Floor Plan Notes Shear Woll Requirements 1 Shear Wall Ret�utr.mentl A & B Shear Wolf Requirements Sp- -■peel. - --- owning A 8: 8 - -- A k B '--- -- ---- Wind eed 120 Side Wolf HT:108 E rc uo.Der 24 Fr z.6 Wind Speed-130 Side Wall HT:108 Empower C lea Der 24 Framing:2x6 Wind Speed:140 Sid 19011 HT:1D8 C M a.Eter24 Fro?i%2# Rev By - . Roes of 1110 - _ ._ Ron of /10 --- - EIl•es of /10 area MA, Sheathed SW End Nw9s h Sases/Ft Top Phil• Parch Msn.Sheaphed SW End 11a4 h 6crs../FtTap Mots WO.STSatAaq SW End Mot.h Sre.e/FLTop Rate IYOM PLF Si- / ►{Oils SpaGnq Sectbns5tud /Dhwtop /Each Row to Rafter Shear PtF Sides /Nei Sec[ierubOq'Overby/E.ah Row to Rafter Pa W' 9� ►lF 51001 /MIaM SpocY�SsctlarWStud/OyrMp"Lodi Roes to Roller POf� (t) (2) (3) (4) (S) (6) (7) (B) (9) Truss etad (1) (2) (3) Sp{Ih9 jS) (6) {T) CO) (9) Tress VW (1) (2) (3) (4) (5) . (e) (7) (B) _ (9) nr T Al 330 1 dd 6/12 41.25 1 N/A 1/8 4 3/4 2 317 1 Bd 6/12 51.75 1 N/A 1/7 4 1/6 2 Al 449 1 64 {/12 51.75 2 N/A 1/6 3 1/2 1 A2 330 1 84 6/12 48 1 N/A 1/6 4 3/4 2 42 367 1 Bd 6/12 37.5 1 N/A 1/6 4 1/1 2 A2 • 6 I Id 6/12 37.5 2 N/A 2/5 3 1/2 1 51 169 1 ed 6/12 174 1 I a' 1/1 9 1/4 , N/A Bt 290 1 Bd 6/12 119.375 1 2 or 1/2 5 3/8 N/A ' 61 336 1 6d 6/12 119.375 1 2 or 1/3 •4 3/4 N/A Approvals LSABI 17e 1 Bd 6/12 144 N/A 1 or 1/1 8 7/1 N/A ISAR, 208 1 6d 6/12 144 N/A 1 r 1/1 7 1/2 N/A LSA11 242 1 ed 6/12 144 N/A 1 sr 1/1 6 1/2 N/A P E C1 614 1 ed 4/12 46 2 N/A 2/5 2 5/6 2 CI 453 1 Bd 6/12 34 2 N/A 2/5 3 1/2 2 Cl 527 1 Sid 4/12 ss 2 N/A 2/S 3 1 John C. Doeden r Bd D1 205 1 Ad 6/12 95.5 I 1 1/2 7 5/6 N/A C2 455 1 ed 6/12 42 2 N/A 2/1 3 1/2 2 C2 527 1 4/12 42 2 N/A 2/6 3 1 02 205 1 94 8/12 48 1 2 r 1/4 7 5/6 N/A DI 305 1 Bd 1/12 113.5 1 2 ce 1/3 5 1/6 N/A D1 353 1 Bd 6/12 113.5 1 2 r 1/3 4 1/2 N/A . 15133 County Rd.2' LSCOt 209 1 8d 6/12 122.25 N/A 1 or 1/1 7 1/2 N/A LSCOt 244 1 bd 6/12 121.25 M/A 1 r in 9 3/8 N/A Ls1'01 263_ 1 6d 6/12 122.251 N/A 1 _or 1/1 5 1/2 N/A Goshen, IN 46528 GA. Lic. No. 18546 ELEVATED Phone 574-825-766: S_eor Wall.Regl2Mement6. A 8 Shea Wall Requirements 1 A 8/ B Shear Wall Requirements Wind Speed 120 Side *loll HT:108 Espouse C Mos E1er.120 Framing-24 Wind SQeed 1.30 Side Wall HT:_108_Expos.C_ Mal O.r 120 Frvnhg 2se Wlnd Speed:140 Side WO HT:108 Eaporwe C _Ma.0...-120 Franke 2.6 Roes of /10 - Ron of /10 Ron of /t0 S,. Mh 511 SW End Mole h Screws/Ft-Tap Mote Min.Sheathed SM End Nds In /T op Rot• Shear Min.Sheathed Se End Nola In Saoes/FCTcp Rots prtn ' 3rd Party pLF SMss /Nole Sgoclny'wetfons Stud /Overlap /Each Row to Rafter P0�' �� KJ Skies / Nolo Spocb.pr5ectims5lud/Overlap arch Row to Rolla Pero' �y Rf Side* / Nohi Spach9'Secllon.Stud/Wrfop Mach Roe to Rafter Trues Wd (1) (a) (3) (4) (5) (B) (7) (e) (0) Trues VW (1L (2) (3) (4) (5) (6) (7) (9) CO Tues CO_ (2) (3) (4) (5) (e) (7) (e) (9) P.F.S. Corporation Al 368 1 84 6/12 41 25 1 N/A 2/5 4 1/4 2 Al 412 1 84 8/12 5175 2 N/A 1/8 3 5/8 2 41 501 1 6d 4/12 5175 2 N/A 2/5 3 1/9 1 , 42 368 1 13d 6/12 48 1 N/A 1/6 4 1/4 2 A2 432 1 8d 6/12 37.5 2 N/A 2/5 , 3 VI 2 42 501 1 9d 4/12 37.5 2 N/A 2/6 3 1/6 1 1507 Matt Pass 81 119 1 84 6/12 174 1 1 r 1/1 6 3/6 N/A 81 323 1 Sid 6/12 119.375 1 2 r 1/3 4 7/It N/A B1 375 I 84 6/12 119 375 1 2 r 1/3 4 1/4 N/A Cottage Grove, WI LSAB1 198 1 Bd 6/12 144 N/A 1 Of 1/1 6 N/A LSA61 233 I 6d 6/12 144 N/A 1 a 1/1 I 3/4 N/A 15.481 270 1 64 6/12 144 N/A 1 or 1/1 5 7/1 N/A 53527 Cl 685 1 84 3/12 46 2 N/A 2/6 2 1/4 2 - Cl 507 1 Bd 4/12 34 2 N/A 2/5 „„3 1/9 2 Cl 569 1 94 4/12 34 2 N/A 2/6 2 5/8 1 D1 229 1 84 6/12 95.5 1 _ 2 a 1/2 6 7/5 N/A C2 507 1 9d 4/12 42 2 N/A 2/6 3 1/8 2 C2 589 1 ed 4/12 42 2 N/A 2/7 2 5/8 1 D2 229 1 84 6/12 48 1 3 r 1/4 6 1/8 N/A DI 340 1 6d_ 9/12 113.5 1 2 r 1/3 4 5/8 N/A D1 394 1 .84 6/12 1115 1 2 r 1/4 4 N/A LSC01 233 1 Bd e/12 122.25 N/A 1 a 1/1 6 3/4 N/A LSCD1 274_ 1 bd 8/12 ;122.25 N/A 1 r 1/1 5 3/4 N/A _ LSCD1 318 I l 9d 6/12_12225 N/A 2 se 1/1 5 N/A I lrur. Spocng 24 Truss Spacing fe true. spoon tr 16 Mnm.r^ Root Diaphragm Connections using Bd BOX Mhlmum Root ..._,... Connections uekn• 6d 80X Mknk.erm Roos D,aphr*gm Crnocllone ush46 Id BOX Diophrogm Connections Spoon;e/Stnge routine', s •• = Diaphragm Connections 'Seaming./Anyw rostrnr. lState A BC DC— 0000© j-Snob. 1191 Read A ' 8 1 C 0 E •Sh.ar 0 spacing r, r�7�s NW Fost'g Spewng 3/3 414 i3/12 e/0 6/12 Wai Fasl'g Spewirnq 3/3 3/6 3/12 4/12 6/12 -_'. ®®�m`F� A N/A 3/3 1 ? 6 T 12 A N/A 3/3 3 5 9 12 �I♦00 `rte�..`,�... ®i�ON�00 ✓ ..._.` 9 N/A 3/3 I j 6 7 12 B N/A 3;3 1 3 5 9 12 ®��I♦©0�- •- - / C N/A 3/3 1 6 7 12 C ~_ N/A 3/3 1 5 9 12 0® 3/8 ��00.1 r-,1•.:,` _ 'isi p - N/A I 3/3 I I 6 _ 1 12 D N/A 3/3 3 5 9 12 r des -,` _ ° f,= N. L -- • \\ssr� . 'mac. 0 Shear Wall Table Notes: _II Palm Numbers shown in table column headings( (1) through (9) for one story, (1) through (11) for 2 story ). correspond with note numbers Refer to floor plan(s) it Harbor for shear wall locations corresponding to alpha-numeric designation in 1st column of table. Homes 1 Design Shear Values are based on the WFCM - 2001 Edition. All values for DSV and fastening is based on S-P-F lumber, unless otherwise specified 2. Indicates whether sheathing is required one side only with interior covering, or required both sides of wall with interior covering over sheathing. 3 Nails may either be 6d Common (0.113x1 5/8)or 8d Common (0.131x 1 3/4). 8d nails yield better DSV's. COPYRIGHT Q 2006 Paalm im HHar arbor Homes,Inc 4, Edge I Field spacing. Edge fastening is Into each framing member. When sheathing overlap onto rim joist is not used and 2/12 shearwall sheathing All Rights Reserved fastening is required, it also requires double top and bottom plates. PIal Plant City, FL 5. Number and minimum length of each shear wall section within each end wall. i°°" 6. Indicates number of framing members required each end of each shear section. Minimum framing as indicated in table header Numtber 06/09 7 indicates the number of rows of nails spaced @ 2"o.c., through the sheathing overlap onto the floor framing. By JB 8. Alternatively, screws may be used at x/y, where x=number of rows and y=number of screws per foot for each row, Connection is through the bottom °"' 12/13/07 plate into floor joists with minimum 2-1/2" penetration. When double plates are required per Note (6), make sure to increase fastener length. sense 9. Top plate to rafter or ceiling joist is the spacing (inches o/c)with#8 screws or 0.131'diameter nails with 1-3/8"minimum penetration into receiving Uccle! GMT364H7 member. Number 10. For 2 story only: The 2x , factory installed bearing plate at each end at the very top of the lower story must be fastened to the ceiling framing with#10 Number FP 2.2 x 3"screws spaced(inches on center) °i'o""'°" p ( ) per table. Factory installed. Note: column 10 is not displayed for one story or cape applications. 11. For 2 stories, on-site connection is required between the upper and lower story using#10x3" screws (toed), installed through the upper storyend For Plan Notes joist into the lower story, factory installed 2x bearing plate of the lower story, spaced per column 11. Special Note: With hinged roof, the truss above the end wall ( shear wall) must be sheathed after erection. In the case of a porch, the truss above the end R,,, e •_ wall at the main roof to porch transition, must be sheathed for a minimum of 48" length,anywhwere along the truss and fastened to truss chords with Revierm- 8d common nails spaced per column "Porch Truss". Sheathing in spaces between the chords greater than 24" must be stiffened with a 2x3 vertical member, fastened to sheathing with the same nails at 2"o.c. Approvals Shear Wall General Notes: PE John$ Qoeden 15133 County Rd.2; 1. LSAB1 and 2 represent longitudinal shear sections for unit with A and B end shearwalls.LSCD1 and 2 represent longitudinal shear sections for unit Goshen, IN 46528 4 �v with C and D end shearwalls, respectively. The table notes above (except(6))apply. GA. Lic. No. 18546 ;'; °�� 2. How to read Roof Diaphragm Connection Table: Check "Dbl Fasl'g"column. If"N/A"is displayed, no special fastening required in End Zone.Use the Phone 574-825-766: ," )1' a� �I phi } 1i X11 1170:‘,n 0tvtp,"�1u Ib J required spacing column for at least the distance tabulated In the first non-zero column, then the spacing in that column is required to the . tsp— (,;", . vV't1MV distance in the next column to the right and so forth or the Req'd Spacing can be used throughout.lf double fastening is required for any of the shear k4—a� F `'''-.2'-d------ wall conditions (A,B,C or D), the fastening must be maintained to the first truss at or beyond the distance shown in the first column (A)of the s51 a C I`�------ 0 single fastener spacing table, for the respective shear wall,or, when that column is zero, to the first non-zero distance of any of the other columns 6 3rd Party Ors r�;?1 . Y � i��. •" to E) to a distance of any of the other tabulated fastening requirements(Columns B to E). P.F.S. Corporation � � 'f l� 3. When Roof Diaphragm construction requires special fastening within the end zone(s), the fastening displayed is doubled, ie 2 fasteners @ each 1507 Matt Pass Iocation.Example. DbI @6/6 means 2 fasteners each at 6"o.c.field and 2 each at 6"o.c. perimeter. The fastening is required withi • r•sib. •. the Cottage Grove, WI 9,81 [3 ► 3 roof end as displayed (ft)or next truss 'N/A' means the end zone fastening is the same as normal. ,.j h 'i 53527 AEI.10 o-eg Sea 3Cs' .�•• I 1--df end d csill t:� X ((,r a stain gg Y ,y 3j d1 i a�fi x I; alt r . _ v,r ',4 i •. A�� See Pages FP-2. 1 For Shear wall Table ,„ .../r or %v 1` t V e6<,- `- ,, 2c• � . . I � {,+J �reG,\ �° ^gyp / ` - — - �Q��;;--may-, 1 i o.GQ `,�� ..._ - .� _ ..�_ �.4� Palm I - I Harbor (= QKaIi W+7R,0 S'1M•+PAWL OM tS� A a--- ---- I CDUJ3i_a�c/Au .• _ UP"LD OO1.WS1-S7/1 c rw r-KIT TAP( KM',_ 1 \z :i: d Homes � COPYRIGHT©2006 a 7 (►I.t:.).Hato nic,wc> I OPT 1Ex72f CPT 36x72 #C,,•■�I I r••i �d 20 ,�C1 OPT 36x121 DPt 6X72E OP' 36x60 OPT 36x60 Palm Harbor Homes Inc !1/!�`°,,T � !��(�''ER OP• 1AC1/RI Gr.i. on �(^^ 36x60E OPT 36x127 36x60E 36x127 _ _ All Rbts Reserved COP 1-� 36V2T ,� �f "NM 21 1 ( 1 .. ��i 6 �o"l(an Plant City, FL go I 4:1 a r- 4 6 6 0 Section 1f r ( sub-� , ti rtrt qA • • t ��.• -, j Ptant 06109 Qti �� 'li ; N 5 4 60' TtJBJSF(11R 6►r�� .`I 1 Drawn c < 6 !r '�! • 6 b e �-� d C)LL�C!n Master Bath ;; q Bedroom 3 ,. 4 Bedroom 2 r OPTIONAL 1-IREPLAC•,_1--' IIIII: j y 8 12 18/07 pmsr�zod p,p o N+ 1_,_, FP 4 FP • I ~ OPT. PP $ q .... __ - 6; -A I 4 �� - 1 ��Ti-x�..� NI ` I 4 C-U 6 , `�'. , , = ' GMT364H7■ I 1 4` ! i -I ' ` PORCH t I$ N�'o.( FP 3• -_. ��' ` i \L�11}• _ OPT. TRAY CE7LNC 6 1 \� OPT FP DesgnaGon W ' Y -. IN_ .�.I 4 — 18 •i` 18 — — Clv�ng r corn Electrical Layout LIGHT I�yy..,��/ „ s t 1 n 4 18 11 •1 64 i 11 Rev — (Pti.EL) Z 10 10 �,�I 0 8 . i .. ._F:.'. 10 tv , - IPD PORCH (^ I ¢, '(PH.EL� LIGHTS - , *..t'-e; Approvals Master Bedroom 44------`-------� i A 1 _ � :•r I 10 i -_ - 7 ®18��Room 65 e B T I • -jr1 cr ! P E John C. Doeden P.E. `P, I '' I wuo(ER ��r�'�s= 15133 County Rd.2� h ' EPB »;-T. i[!. /PREP --- .:i•I,: `o�.�.�� 10 f FREEZER t Goshen, IN 46528 _ GA. Lic. No. 18546 I1 I- 18 - ' a ►•i 8 D. e`-.�.:,.t�. Phone 574-825-766: ^� 1 t ( ;� Kitchen .191 , ^~ 1O I .� C�%,\ I T � --.I� f PREP DIrPREP N� `�l u i All Electrical Installations must 'i _ ;- •.� *""// O •_ O comply with National lna Electric tS 10 n s o ; l%, 71x1 \ I!Ti UItIsiU I 1�'.1 f w� �R 3bPS(y te2 iticln and Mate () r x 1 �"-�a�i ovT33z,2T '.8(yp 20 P.F.S. Corporation OPT OPT 30a12T OPT 301(117-,1 i OPT 18x1 T1 (-,--_ of Georgia A ,Iandrneats OPT 36x,2 1507 Matt Pass MAIN BREAKER Cottage Grove, WI 200 AMP Al- rA{A, 53527 ------------- -- - - _AAIP. OPT 3ERED ma P-- DESCRIPTION OR PANEL GR. DESCRIPTION Nit OPT 36x127 DM 512L SPACE NO f3 1. EXTERIOR RECEPTACLE OUTLETS SHALL BE Gil PROTECTED AND INSTALLED W/COVERS PER WW2 KAII11 , • • , RA.1at a�, I PER APPROVED FOR OUTDOOR INSTALLATIONGFI RECEPTACLE IS ACCEPTABLE. MFG (wow/X."0 • • I IaEG 2. CROSS OVER CONNECTION IS ACCOMPLISHED BY USING 'AMP' WIRE CONNECTORS. SUPPLIED BY • • „V 00, U.00*, ,S 14-2. MANUFACTURER ARC-FAULT G!R :l�lT INTERRUPTER PROTECTION ' _ 3. ALL ELECTRICAL COMPONENTS MUST BE U L APPROVED AND INSTALLED PER LISTING AND State - - n ,�-:. .nu.Ra f • • •w m 1Jp1T•C I u ts->. �� MANUFAC'URERS INSTALLATION INSTRUCTIONS 2 c--NEi 210.12 DWELLING UNIT BEDROOMS, - 1'-1. AP.x,A,a . ' • • °Oi 1°4* If ''-2 SMOKE ALARMS ARE INTERCONNECTED FOR SIMULTANEOUS ACTIVATION W/BATTERY BACK UP +7 '^"A'a • �• • 0= °Oi/O'� ° 4 S. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPLRE RECEPTACLES TO SERVE COUNTERTOP SURrAC I BRANCH l k o F f 0 11 ,, 6n ox n • • u uTM u1 l p t2 2 THE KI iCHEN AREA TO HAVE GROUND FA LT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL �4cc. >"I 'CLIIT i11� s„Iap-•' I" 1 � ( — - ', SUPPLY � � VOLTS SINGLE 11-2! • • �KAT�/CC PER 6. ALL MRING IS NM-CABLE UNLESS OTHERWISE NOTED. F ,;. - . La+e w� PHASE, `i�` s?; !'t ,` - i t,• 1 e�.� -i LET J° a.a+cs • • PER 7 ALL BATH EXHAUST FANS SHALL EXHAUST DIRECTLY TO THE EXTERIOR OF THE HOME "��.,,- yr,+y t ea c.. OO Fi Pi c.l i ,1 r, [*Y Y 1'i 4 x:,,_-. e I tY.x, U p7.1p1 • _ I' �,g PER B LP TO 3 ACDITiONAL OUTLETS MAC BEARDED TO EACH GENERAL LIGHTING (3 11 ,•'� �kti �.,•1�r48� ( � !�(�' e �•( !!4v' ti1 L1:,3` IN .5 i �i,( , L :'f t.%. 1`E mt€alp I:d.l._� F_f • oPro.o•A 7 • • yu fuo17..Aws ,f irr GIRCU' rROM THOSE SHOWN 'WITHOUT ANY RE APPROVALS �+ P J ,A SFi '�°'( ,, +,y=et Y /py ` r q{� f1 l0 17-7. C►7 l,�D, ._h b<+ PROTECTED �'1� •:A'] �(. S 1 C C�3!I �I 1 I dtlT R(S) .f to-7• Vl J�GVID 4C.1 T 1 • fN[ ate�li `��c� 1 A 12-I• a►T rK7eQRr�r--__32_� 1 I LISTED e° B- Os�I " TIN �6� �{'�� >0 17-I•I� o.—,n .r, b i, . :A.( 1 ENTIRE BRAil ; - :i s — — --- 11 tia�o n3Pt AlPlzrnbI �lrt;tational Plumbing � hhv Intern OO , di i 101' Vk'n NOTES Palm ,\la';,�9 s\ •~<a ')WATER SUPPLY PIPING S",ALL BE TYPE 1.'COPPER CPVC CROSS LINKED I Harbor i'r1s 01' POLYETHYLENE OR OTHER MATERIALS APPROVED FOR USAGE PER STATE AND �� c\V\ �, ,1,0� S} �, LOCAL CODE Homes aN ' 1\.YOn anQ L 1 1",. 2)INTERCONNECTION OF SUPPLY PIPING BELOW FLOOR AND BETWEEN UNITS TO BE + I COPYRIGHT tJ 2006 Gods .." .k r COMPLETED ON SITE BY OTHERS TO STATE AND LOCAL CODE J tw w oY la Pa:m Harbor Homes. Inc '� °�' 3)EXTERIOR FAUCETS HOSE BIBS OR WALL HYDRANTS(WATER SUPPLY OUTLETS WITH All Rights Reserved HOSE THREADS)SHALL BE EQUPPED WIPI A VACUUM BREAKER,INSTALLED PER Plenl MANUFACTURER'S INSTALLATION INSTRUCTIONS EXTERIOR FAUCETS ARE P1"1 n Plant City, FL L.INSTALLED BY OTHERS AT SITE. I Plans 06/09 rn ea Number a O 4.)SHOWERS,BATH TUBS AND TUB/SHOWERS COMBINATIONS SHALL BE EQUIPPED WITH Drawn JB CONTROL VALVES OF THE PRESSURE BALANCE,THERMOSTATIC MIXING OR By COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING WITH HIGH LIMIT STOPS Dare 12/13/07 N THAT SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM OF 120 DEGREES. Senes 50 _ 12 103 40 4 J4 v 22 5)MAIN SHUT OFF VALVE TO BE A FULL WAY VALVE PROVIDED AND INSTALLED BY Model n OTHERS AT SITE. Number GMT364H7 Page FP-5 6.)WATER HEATERS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE Number S1Q�ER o APPLICABLE CODE Des gnatbn a 7.)WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE-RELEF VALVE Hot Water AND SEPARATE TEMPERATURE-RELIEF VALVE ORACOMBINATION. Distribution Layout 8.)VALVES SERVING INDIVIDUAL FIXTURES,APPLIANCES,RISERS AND BRANCHES SHALL Rev By - BE INSTALLED PER P2903.9.3 R,MD, - 9.)INSTALL WATER HAMMER ARRESTORS AT ALL LOCATIONS UTILIZING QUICK CLOSING VALVES. Approvals PE John C. Doeden 15133 County Rd.2; Goshen, IN 46528 88 I8'-11" 79 GA. Lic. No. 18546 Phone 574-825-766: '1 r n ' 3r0 Party *ASHER = P.F.S. Corporation >°r: c-()13C;i 1507 Matt Pass =44, �?;-------�-I Cottage Grove, WI =3/4" Dia. Pipe f,,E°31. .' f 'C.,- 53527 = 1/2" Dio Pipe DESIGN BASED ON 40 TO 49 PSI PRESSURE RANGE , • ;, • .c. N. & MIDL = BOFT. tr.) 1 F,''.1-5 ).1.1-1::: __ • �t State 10 v / /j 1 I t � , \� - �� \\, NOTES. ` �`'m ;;��" �. �� p Harbor WATER SJPPLY PIPING SHALL BE TYPE'L'COPPER.CPVC.CROSS LINKE.D p` ,, � POLYETHYLENE OR OTHER MATERIALS APPROVED FOR USAGE PER SATE AND co"�" e p LOCAL CODE Homes '• x'e 2 t INTERCONNECTION OF SUPPLY PIPING BELOW FLOOR AND BETWEEN UNITS TO BE COPYRIGHT©2006 COMPLETED ON SITE BY OTHERS TO STATE AND LOCAL CODE Palm Harbor Homes, Inc HOSE H All Rights Reserved BtB_ LAv LAv 3)EXTERIOR FAUCETS HOSE BIBS OR WALL YDRANTS(WATER SUPPLY OUTLETS WITH g _ Q ( _r_ HOSE THREADS)SHALL BE EQUIPPEDWTTNA VACUUM BREAKER.INSTALLED PER Pia^I Plant City, FL 0 TUB 1.1AMJFACTURER'S INSTALLATION INSTRUCTIONS EXTERIOR FAUCETS ARE L«anon INSTALLED BY OTHERS AT SITE Plant 06/09 !dumber o Drawn * 4.)SHOWERS,BATH TUBS AND TUB/SHOWERS COMBINATIONS SHALL BE EQUPPED WITH J13 _1]./EL ^ m 5 CONTROL VALVES OF THE PRESSURE BALANCE,THERMOSTATIC MIXING OR BY "° WS._ COMBINATION PRESSURE BALANCE,THERMOSTATIC MIXING WITH HIGH LIMIT STOPS 12/13/07 .o N THAT SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM OF 120 DEGREES. serves 4 ry e 9 tD, �9 "`AY 22 5.)MAIN SHUT OFF VALVE ""°`'°' GM7364H7 TO BE A FULL.WAY VALVE PROVIDED AND INSTALLED BY n OTHERS AT SITE N r el P FP-5.1 6.)WATER HEATERS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE Number ° g anon APPLICABLE CODE. Des StatER g Cold Water ' 7.)WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE-RELIEF VALVE AND SEPARATE TEMPERATURE-RELIEF VALVE DR A COMBINATION. Distribution Layout • � B.)VALVES SERVING INDIVIDUAL FIXTURES,APPLIANCES,RISERS AND BRANCHES SHALL Rev By – '�� Cr o BE INSTALLED PER P2903.9.3 Revision: - NOTE: ADD SHUT-OFF VALVE 9.)INSTALL WATER HAMMER ARRESTORS AT ALL LOCATIONS UTIUZNG QUICK CLOSING VALVES. AT THE W/H SUPPLY LINE Approvals _ Hot 40..00 r�o0 a P.E John C. Doeden 15133 County Rd2Z Goshen, IN 46528 ea „'-„• 79 GA. Lic. No. 18546 83 Phone 574-825-766: n n n n 2ttc /It ,1111S Fr 3rd Party INLET WASHER HOSE P.F.S. Corporation 1507 Matt Pass WHOLE SHUT HOUSE Cottage Grove, WI -- iii = Y Dia Pipe °r,�–D��/ 53527 NOTE: INSTALL WATER HEATER PAN =3/4" Dia. Pipe t' e ..?!..a DESIGN BASED ON 40 TO 49 PSI PRESSURE RANGE . -�"' "'� TERMINATE t" DRAIN OUTSIDE THE 1/2" pia. Pipe i- �`� T t ^�" o PERIMETER OT THE HOME_ TERMINATION & MD'_ = 100FT. „J CCU TO BE NO LESS THAN 6 OR NO MORE 1 THAN 24" ABOVE THE GROUND SURFACE �'?, + :'r�'''C3 ----- — --� r- �.�_ (State • IV/*". Lr c DOWN ALL C4t4STRUGT}DN MRST CpMPLY�J17HT7HER • SSTD °i4 }QT}' IAA DP11E AI R FAMILY DWELLING RGRE?__—ER}T}GH AND STATE OF GEORGIA AMENDMENTS p.. • A Palm E ' 6 5� 4 44' 3F' ?,' 24' 70 1"' 'E 9 ° Harbor P I6 I�j }I 1 1 _1_l JI __L___I__. I I �---1_ I I__1 _1 I 1 IA I_ I L 1 - I ----L. ! 1 ATTI•ACCESS FRAMING TO BE SAME i- — 57.-4- —" — a Homes DIME SIGN S TRUSS BOTTOHt CORD —52 7 —3B 6" BACKER N/A w/t5o uPn t r' """="R0'FV" __ 21 49'-1" BACKER 33'-.3" BACKER 1?'-11i" �T 36x22 'iP' 10{1' ""AA' ""Pa .1 �4 1 —5t-c4 pat 3bx72 c Ssx22E CPT 36x22 4 11' 7 " t rllsEa_�a•: _• R P•RCH COPYRIGHT©2006 ■_'�e ll . r a` _ �„- ..' .■■ill■; Palm Harbor Homes. Inc x =MOM=i��MIN EN ■ =��M E S 9 �__ �_S_ S_ ,__um UMmaorfarYi. All Rights a_ II.!' � ��il Y r Plant Cty. FL � • 1��— =.m mons• I Q��Y(�' Number U Cr)� ( Maser . �. IIij:11-11. : . .m 2 �T.L ��1.t 1MA � Q Drawn JB rt• w O F$ .,�.. . r $qR Date 12113 07 m w U lox. t■ tmi.- 'i' f: eta ,ryg Senes Qw OD Z ZIC �' i nx! et e�e� O ^F Eter Z —I w �1= ' e. ° _ gR O Q ex • I ' FP-6 I Nu hoer w • O ' . s 0.-- I- $ Ccsrgnahon Q• U Z :! 1 © bli.a\ M z" I i. il � 0••. �" Q C: ° ROOF/HVAC or'MN Ini NM MI i _ co- I .°. 111 41 IN II an uniimilmilmoigimmliormi is 11111111111111111 X a) r I a -- - -- z ° X I V II .. p IA Q ti aster. -• so p :iy. II �00►7 I � i W P e. � 5. a _ _ _ _. _!_ __._• - � � John Doeden NM .6.1 gte-t6--- — ___O ° 15133 County Rd.Z mir op ul w = Z W , n + Goshen, IN 46528 J Z O " M GA. Lic. No. 18546 m w i_ 1 , �. Phone 574-825-766: vs ml NE =ow ii a 1 —e. — — e.e>•e..S m....——.ate. •lets t>•e..__=r eI S 11111•1111111111111111111=MI Inn MIR•r tl•NM SIMIIIIIIIIIIIIIIMMIN!-T_.! wV..... 3rd Party 1. _ .. ---- 1111 . ii1i . .w�srli�t. 1 '+iL l'1�111. .11 I l s�■ ` P.F.S. Corporation OPT 38x22 1' 4' 1507 Matt Pass 49.-2- BACKER 18'-2 .. 12' 9 !=i+-- i Cottage Grove, WI -- — — ----- ---- o RIDGE BEAM: 53527 boa, 3efeo� RETURN AIR BALANCE IS ACHIEVED BY IN-CEILING OPT ]axtzT 3 LAYERS OF 15/32" x 24" HIGH (3 LAYER / 3 PLY) AIR(JUMP DUCTS)RETURNING CFM'S EQUAL OR '.=.;; -Z--., GREATER THAN THE CFM'S DELNERED INTO THE PLYWOOD ALL PLIES GROUP I (32/16 INDEX) .;: �.: I A SPACE. REFER TO HVAC CALCS 6 SUB SECTION 2 140 MPH Maximum Wind Loads with Trusses at 16" o.c -- _ `.� OF THE BUILDING MANUAL'S HVAC SECTION C r.� �. [State - * SL" TRUSS pct x1 • , TRUSS # HM547203 TRUSS # HM493302• �stz. �5 1 HVAC dud systems.when iialalled,ocrtsist of either instated fiberglass duct board, TRUSS # HM551501 TRUSS# H M493401 * 1 -,-- t .- • 1 11 or insulated'testae dud or a combitadon of both I♦it ' . .� s� 2 Duds shall be installed n accordance Mtn the msrsAaonrers t>�tation Instruction ' 4 Dud rtstaled n Boors supported as required by marxriac9.rer Duds kntaled in Mk and stal beer a Using' and label Indicating complarn a with UL 181 and tit 181 A (ngd)or UL 181 8(flexible)- are supported by the buss framing members and need no additional supports Register boxes are foamed b ceiling gypsum and need no additional seourement IT r4 's, f 3 Joi is and seams are tc be mode substantially airtight by means of tapes masks cx 5 All dud wait mstailed outside the conditioned envelope stal have a rrwxtwrr R-8 F c:::-_,c,,- i o5 r systems as approved n the manufacturers'instala5on nstrtwtbns(e.g plasbc and be listed for use as extar a dud V � ✓ 1, i * w1TK Titµ`{ c.E1u uStc1G TRUSS HM413 1 —�,�,. TR.ussES A-QE S PAc 12" 0 (c q t1tN'CH : .. .L 1ooIlk EA ,o141.o , .� ,�RUO'flfl ,EtO oN t�toIA : =' 'N.• n ��. —' 9 ;� — - - --- --f- - 4- k'- PaIm!alm— oD � -- �pt>�fltt.� �� o�o�� l '� gal �t�D arbor ' - . `.\,, lC (TA omes 1 'V C. r '+ ...Yf ©2006 64' 60' 56' `,2 4f3' 44' Lap' S ' .3?‘ 4I. 24' 20' 1 1?' C �~"'� 0 ` Palm Harbor Hones :nc Il JI AIR hts Reserved _ t L-- L l I !_ J.. I A_—L ) I I I t 1 1 t I I _l i 1 L t t t I 4 1 l I l i 1 _ _i- - Pta^' Plant City, FL t ui atIon Prat 06/09 Number _- Drawn JB ■ ■! !I — — — O��r�_!!!! I !■!■�l.i Date 12/13/07 __■ __w - _, ,___� �,.�ma us a.a n>•91 r --_-- ,..rmil iY iii iii ti. islot.—s. Sefles ""Otle' GMT364H7 NIFF.-.--.1,--.-t,- •y`'t•� NumberC edr�ort 3 �: :: T.S!: �7.� 1 C WE Number F P-6.1 km ati ' ' ---111111=1 �Desgnanon � tell•is�_= •�� ate ME...ri i Z — ter ter —t- !!!I i ay no O Rev BY I!H Oil 1-11M- - 11111 MEMu ME tar MO ¢ AlIM !ME NW EN NW a Approvals —— =— __ --—-,—^,�,-- •— :, John C. Doeden Fa ;S F� - 4:1-��i C P.E. ;x, _ill. = C: pi 15133 County Rd.2� - ,�,. =_ : Goshen, !N 46528 MI Q= GA. Lic. No. 18546 p1 ast.c B4d •I +M•I= fa W: Phone 574-825-766: Dining t.,w.. ms. t.. tar �.�� .�. ��- -No u, IIUiI IN ini ow ow am No •r NMI=I I•! C �; P.F.S. Corporation —— —�' 1507 Matt Pass ulu 6.it wiz; mm 11 53527 .�� ..._--t�t��!■'��Ii tW� 1N_ 11111111111111111 wIENNISI\ . o I t.HVAC duct systems,when Installed,consist of either insulated ftergass duct board, stale RETURN AIR BALANCE IS ACHIEVED BY IN-CEILING or Insulated%tittle dud or a combination of both j AIR(JUMP DUCTS)RETURNING CFM'S EQUAL OR 2 Duds ef*1 be t,ataied ir=mew,web the rrtanufadureee istadadm itatructior 4 Dud staled el Is supported as requied by manufacturer.Ducts nstblad n etc GREATER THAN THE CFM'S DELIVERED INTO THE and Owl beer a listing and Label indicating corrpience with UL 181 and UL 181 A are supported by the truss framing members and need no adibo,al supports. SPACE. REFER TO HVAC CALCS 8 SUB SECTION 2 pigid)cc tA.1818Itiaxb e). Register boxes we foamed to ceing gypsum and need no odd/bong searerrtertt. OF THE BUILDING MANUAL'S HVAC SECTION. 3.Joints and seams are to be made subs artYally airtight by means d tapes mastics or 5 Al dud wort ns'aled oulande the corKeboned envelope stud Nave a mrumum R-8 I. _ otter systems as approved In the manufacturers'installation irtsbuctons(e.p Plastic and De Itsted for use as exterior duct i de straps) 1 • ALL CONS'litICTION MUST COMPLYWITHTHE SSTD—.12.-�t4 AND THE IRC ONE AND TWO FAItlilLY DWELLING COL EDITION ,< • ,4 . AND STATE OF GEORGIA AMENDMENTS ; . . -1 ra • his die contractors•size a i,rDt}Io Palm D verify the porch vze belf,re k D.nldmg the foundation �� Harbor .� --- -- ---- ----��-6 "---� •V . r^, `t - ,i� STD PCRQI I Homes \ \"��/� :,Z,:: ) ' Dt ENS+a.AG 3'-0' WAX. Tl9 r. • 3'-0" VAX T FROM THIS EACH CORNER - v EACH CORNS CORNER COPYRIGHT©2006 1 ACCESS jSEE NOTE 11 t Palm Harbor Homes Inc 1 All Rights Reserved ',////.Ui %/////////////////////�Y////Y.�.O//////1Llfe/ //- ///�f//////.�U////.%Y//U/J�' .147 //J/////////////A 'UMOW -ir//17GMY4//isrr///W /.0/. PAY Plan: Plant City, FL y/ Location Plant r VENT SEE FD-SECTIONS VENT Number 06/09 Drawn By Date Q j r s dee 12/13/07 ,,,..7 x Model er GMT364H7 j O j FP-7 Number- ii o,n r52'-4" 47'-2" 42'-0" 36'-10' 31'-8" 26'-6" 21'-4" 15'-11 11'-0" 5'-10" Typical 6" Ext Wall I � � r r p r r � Foundation Layout - I I®� Rev By-- I / ® X X ® ® , X X X ® : X Re o Pier Load: 9787 SEE i r Load: DETAIL "� SEE FP-7 k 7.2 FOR Min- Footer Size: 28x28 BELOW tD Approvals APPLICABLE NAND I I ^ P E SPEED. _ John oeden j ! COLUMN FOOTERS IMPORTANT APPLICA E 1.2F$ ' 15133 C urity Rd.2� i + 1 L� r2 OVER ALL FOUNDATION WIDTH SPEED / : ® Goshen, IN 46528 INCLUDES 1 VT TO ALLOW FOR ' Op _ _ �--_--- , G.AP FOR CAB SN OR�STRAPPING j - Phone Lic. WHEN CRANE SET / iD •rrier Ste Meat en Se thiereet Caponey et 2000 PS % I VENT VENT , L 3rd Party /�V///////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////AM'11 /�///: ® P.F.S. Corpo ra do n ._1 3. 0,M PORCH CAN BE BUILT UP TO 10'-0' 1507 Matt Pass 3'-0' MAX. TlP Porch Pier&Footer Detail EACH Cgt14ER �� Cottage Grove, WI EACH CORNER 2x8 P T Plate r End post to be 2z8 P T plate*1 Simpson PIER 53527 r DSP connector or equal required 3 reQ d 01 1 4� CONNECTOR &FOOTER mtermed ate b ebmer pies 4 req d al t-' -i•J S ZE BASED ON 8'-0" NOTES 21 j'x i PORC31 DEPTH t CRAM SPACE ACCESS OPENING MUST BE 24'WIDE X 18'HIGH OR AS MANDATED BY LOCAL CODES ACCESS MAY BE ( e Smpson and-porch piers Fasten per FD-Ranch LOCATED ANYWHERE EXCEPT UNDER DOORS PORCHES AND SHEAR WALLS Wedge-All or equal section It is the contractor's respons blity to 2)CRAWL SPACE VENTILATION OPENINGS REQUIRED WITHIN 35'OF EACH CORNER OR AS MANDATED BY LOCAL CODE Stainless Steel req'd Sxtgle stacked block fully rnor'are0 or verify the porch size before — - - building the foundation 3)UNLESS OTHERWISE SPECIFIED FOOTERS ALONG CENTERLINE ARE 2442448 MIN 16'416'concrete 1 41 MINIMUM CONCRETE COMPRESSIVE STRENGTH(Ii)IS 3000 PSI AI TER 28 DAYS State 51 MINIMUM CLEARANCE IN CRAWL SPACE IS 18'BETWEEN GROUND ANC WOOD FRAMING (21�vert La''ebai 6)FOUNDATION WALLS ARE POURED CONCRETE OR FULLY MORTARED CONCRETE BLOCK(CMU) r �7 5 7•.DESIGN BASED ON 20 PSF ROOF LIVE LOAD b 40 PSFFLOOR LIVE LOAD NDI(',ATFS THE SFEARWALL LDG110NS 91 LOCAL SITE CONDITIONS WHICH VARY SUBSTANTIAL.L V FROM ASSUMPTIONS NOTED ON THIS DRAWING MAY AT THE 1-- DISCRETION or THE LOCAL BUILDING OFFICIAL REQUIRE A FOUNDATION.DESIGNED BY A PROFESSIONAL ENGINEER 1.32-square 1 SEE FY-71 FOR ANCHORAGE AND FOUNDATION IS FAMILIAR W Tti THE SPECIFIC SITE CONDITIONS X. 18'43 CORNER PIERS REOt11REMENTS A-91EAR WALL LOCATIONS SKY" X=28"g MID PORCH PILRS 1 �� X-19-g Intermediate PIERS FOOTItkIGS IRO SECT R403 AND SSTD 10-99 SECT. 303. ----- O SECT. 8403.1 AND S T D '10-99 SECT.303 I CC -INN 2 0 ti ,s.., 1 ), I 7 ,Y v S �L I BC 1 Ss I ..l a -c,: - � s 10 WOKS THICK W' r It t s , IN DIAMETER aY3 t A 3® 3 INCH 55a : Y e 1 �;t �f t n� i1 a TT f . 2 n E 11 os E1 S�T G Oeov S G^1 ldio ; THE BOTTOM OF THE FOOTING MUST BE 118 INCH THICK i;; REQUIRED NUT LOCO r �� vent CcgL11er hi- ea on 1 .q l r toot of ' r area. CrGStatiC J � r ,2 �irEr�t) t£IEyE lNa{�Br pre, T WITHIN N R 9N BGIiGrn Gt vent must be within 1 #Got Gt tf18 grade A MINIMUM CF 'I�C 13 BELOW IN4t CRAVE, eievatiGi . Vent must be placed In opposite walls to " 48 INCHES ON CENTER vermit water to flow. • Foundation Shear Wall General Notes: , _ . Palm 1. Connection requirements shown in Columns A through H apply to shear walls in end walls only. PikiiiIii Harbor 2. Side wall connections are shown above the header of each table. Rim to Sill Plate: Toe-nail the floor rim along the side walls to the sill plate with 0.131x3" nails at spacing shown in the appropriate table. Homes Anchor spacing along Side Walls: Anchorage at the foundation walls along each side wall consists of securing the pressure treated sill plate (S. Pine or better) to the foundation wall with j"diameter Simpson or equal Wedge-All anchor bolts with 2a" minimum embedment spaced coPY r H cm s. P I Palm Harr bor Homes.Inc as indicated in the appropriate table header. All Rights Reserved lant 1,Q. 3 3. Use stainless steel fasteners with stainless steel connectors for all steel in contact with pressure treated lumber, or use hot-dipped galvanized .P tbn Plant City, FL Q ,,per fasteners (ASTM A153)with galvanized connectors (ASTM A653). Man!ber 06/09 By Drawn JB VItie •. .me. i..,$,;* Foundation Shear Wall Table Notes: Date 12/13/07 1 �'r ',v Z'�r Letters in the table column headings (A through H) correspond with notes below. Refer to the typical foundation print for shear wall locations series �,3 W,-„.,01-,„,t '� � 9 ( 9 ) P typ P � ,V :�,. -' O. corresponding to alpha-numeric designationsshown in first table column. , GMT364H7 _' A. Minimum footer width for the full width of the unit endwall the shear section(s) is/are in. See column D for the number of horizontal bars Nor FP-7.1 48:3 required in this footer. See details below. DessraDDn �' B. Minimum footer depth for the full width of the unit end wall the shear section(s) is/are in. Foundation Notes A �*�` � ��'' ”' C. Required spacing and size of the vertical rebar continuous from the lintel horizontal bar to the footing horizontal rebar. See details below. � 4 � . ��. D. Required number and size of the horizontal rebar in the footing to be placed on chairs per code. Rebar is continuous (lapped)for the full length Rev By - V\ � , _1; of footer. See details below. Ram - �,��•\ ) �� E. Required spacing of anchors from end joist of the module to the lintel horizontal rebar in the case of Simpson MAS connectors. When MAS or �� 41\ � ® equal connectors are NOT used and another connector is not specified in this column, the connection must be designed by a local registered � ' Q0...-j_'.. 0 engineer. See details below. . Approvals �� \f,.- 1,,`, Q ` F. This column applies only when a Simpson MAS or equal connector is not used. In this case, a 4" sheathing strip is fastened with 0.099 x 1 i" P.e \, , � John C. Doeden 0'� nails into the sill plate and the end joist, at the maximum spacing indicated in column F. P.E. �'`� ts G. Moment shown is in ft-lbs and is provided for a designer's use in case this foundation design is not practical or desired and an alternae 15133 County Rd.2� �C) � a foundation design is to be engineered. For elevated (stilt) sets this moment must be used to determine the required anchorage and foundation Goshen, IN 46528 design. GA. Lic. No. 18546 Phone 574-825-766: .r 1 ,! I. 17 `-,1/4 , "ti.'- CMU or Poured Concrete Detail Note: Footer width and thickness as shown in Columns • r'\.t_,• r -`+, ` Shear wall to Foundation Under Shearwalls A & B. ore required only under the respective end shear Ord Pary Q , ''( ! wall, and extends the full width of the end wall, i ! Simpson(or aqua!;WS regardless of the shear segment(s) location a combined P.F.S. Corporation•fa connector'hooked IONS sober looter 1507 Matt Pass stmpsdn MAS or equal lengths) For side wall footer dimensions refer to other r r�� . &U plate connectors.(spaced per Fasten to nm pact with 6-1Od a Cottage Grove, WI ■■ , 1/2'nails' details. 53527 1 t-. a. -i.- t• 1yp inesti,n / Column E)attached to ' 1 i-.. FLOOR F RAMING ' the front face of the end 1' ..n' Min • Note Block foundation shown PER FACTORY DESIGN pkt f Alternate concrete wall may be poured U 4 /ft. .. t �t� L,ntei Bldcx ��'i with same steer reinforcing `_ .....AV A01 Horizontal rebar sr. :r ` . ._. 145 grade 4O min t ••Conneclors&tasSeners in contact ` i:/ - ' \ • f"' - -- - - Vertical t4 rebar o with pressure treated lumber must be \' �. ` - - -----. 6 Ivfi.Vapor hot dipped galvanised to G185, Stale spaced pet Column C 1,�•''�f¢' ,� Retarder ItMX.or stemless steel Y � �. �M,n depth See FP-7.2 ME kin depth ( 1. k Column B _ . _ Column Et For Foundation / Hort S4 Reber Horizontal Rebar w° CoLmn A Shear Wall Tables Per Cowmr D I , I 1Io`TC. : 7re),.4 rri 3!, ti VFAnW t■tkt?i trr- iF+6‘1E, MrurtAv •(. A 1NE N. Vs.Vi D�g ' tk"ZT ,.afl i'`;4 Oink D\ \OVI - -TjjI - --- — m 12OP,,1 3U ti,�F'H 140 "��h Piiiili Harbor Homes y WAL_S SIDE WALLS SIDE WALLS Number of Numbv of Numbs of locotwn L,n,mum Footer $ze Her lonlol Ve•ticol Reber Spacing Lo.:oton IAn m ern Foote, Sire hoozontal Vertical Reber Spacing COPYRIGHT©2006 Location Immure+Fool.. SiZ. Frorironid Vrt,co R.bor Spacing Reba.- R.fiar R,bo. 5 FT End Zone - 16 Wd. a 12.5 Deep 2 36 inches o/c 6 FT End Zone - 16 Wide a 14 2 Deep .3 30 2 'none■ o/c Palm Hartlor Homes. Inc 6 FT Eno Zon. - '6 Wide a IC 9 Deep 2 43 6 inches o/c interior Zon. - 16 Wide x 9 5 Deep 2 52 6 once*, a/c interior Zone - 16 Wide a 10 8 Deep 2 43 5 inches o/c AU Rights Reserved Int✓i0 Zon. - 16 Wd. v 8 2 Deep 2 61 6 inches o/c Plant Rim to Sill Plate 906 inches o/c Rim to Sir Plate 78' nches 0/c Plant City, FL Location Rem to Sol Plots 10 64 inches o/c Anchor Spacng Along Stet* Woo,50 32 nches o/c Anchor Spacing Along 5.de *oil,.43 39 nches 0/c Plant Anchor Spacng Along Sde Wails 59.06 inches o/c 06/09 Number SHEAR WALLS SHEAR WAILS Drawn SHEAR Knd Speed-110 Exposure C Sid, Woe N1(i WALLS teas Eie.(n)24 Fianna 2x6 .Vend Speed 130 Exposure.C Sod. Wail NT(n)toe Wax EI.v(n) 24 Framing-2x6 . Vend Speed 140 Exposure C Side Wall HT(n) toe Moo Ele.(n) 24 Framing 2x6 By JB A & 8 , A & B _ Date 12/13/07 A 8s. 8 A B C 0 E F G A B C 0 E F l G A B C D E F G _ I Series Mn Win. /4 Vertical No of/4 Sampson Sheaths-1g Moment of � Mn. Mn 04 Vrticd No of #4 Simp>an Sheathing Moment of �� Lin Min /4 Vertical No of /4 Simpson Sheathing Moment at qn� rooter Footer Reba. ile,enid MAS Conn Stnp to Sill Flatten, of Foote Footer Reba eloracntd WAS Cann Stop to Sill Bottom of Footer Footer Reber Horizontal WAS Conn Strip to SA1 Bottom of Model Wd Width(n)Depth(n)5poang(in ac) Rebore (n ac) end Roil Unit Floor WaA Width(n)Depth(n)Spocinq(n o.c.) Rebore (n ac.) and Rot Unit Floor Watt/ Width(in)Depth(n)Spacing(n o c) Rebore (n o-c) and Rot Unit Floor NUmt., GMT364H7 A 22 10 72 2 27 _ N/A 24135 A 23 12 72 3 23 _ N/A 26325 A 29 12 72 4 20 N/A 32851 Page FP-7.2 B 22 10 72 2 27 N/A 24135 B 23 12 72 3 23 N/A 28325 B 29 12 72 4 20 N/A 32851 Number C 22 10 -1 72 2 27 N/A 24135 C 23 12 72 3 23 N/A 28325 C 29 12 72 4 20 N/A r- 32651 - psegna6on D - 22 10 72 2 27 1 N/A 24t35 D 23 12 72 3 23 N/A 28325 D 29 12 72 4 1 20 N/A 32651 Foundation Notes SIDE WALLS SIDE WALLS SOf WALLS Number of Number of Rev BY - -- ii VI of Locotion Minimum Footer Size i Horizontal Vertical Reber Spacing Location I Minimum rooter Size ,, Horkontd Vertlbal Reber Spocin9 Redstart: - Location Minimum Footer Size Hortzentd Vortical Rotor Spacing Reber Reber , Reoor 6 FT End Zone - i 6 FT. End Zone 6 FT. End Zone - - .. -H--------- - - - - -- .. _ _. . __ - Interior Zone a --_ Interior Zone •. _ - - -----~- ' interior Zone - -- --_ -- - - - Rim to 511 Plots. Rim to Sill Plate. Rim to Sill Plots Anchor Spacing Along Sid. Worts. _ Approvals Anther Spacing Along Side Wdh: --- - - - - _ - ._•-- -. _ - - -- Anchor Spacing Abnq Side W--- SHEAR WALLS -... _ _,-_- ___ ____ _ SHEAR WALLS- _- - , - - _ SMEAR WALLS - P E lino 130 E sure C Side Wall HT n.:106 Max EI n. 120 Framing:2x6 John oeden W1nd Spe.d120 Exposure.C Side Wee H7lYtr108WOx Elanin4120 .Frornnge 2e6 - - �-°- - -- -- -- (-� M ) _ ,Wnd SpeeO140 Eigweure-C Side Wall HT(in.):106 Max Elev(in.):120 Framng:2AS A k B Elevated Stilt Foundation Designed by Others A & B Elevated Stilt Foundation - Designed by Others A B Elevated Still Foundation - Designed by Others 15133 COUnty Rd.22 A B C D E F C A B C D E F G A 8 C D E F C Goshen, IN 46528 min. Mn. #4 Vrticd Ne o//4 Simpson Sheathing Moment et I sn.a Mn. Mn /4 Vertical No of/4' S1i,p.o1 Sheathing Moment at Mn. Mn. /4 Vertkd No of /4 Sirllp.on Sn.athng Moment at GA. Lic. No. 18546 Shea- Footer Footer Reber Horizontal WAS Com Strip to Sit Bottom of Wall Foote Footer Reber Horizontal WAS Conn Strip to sal Bottom of Sheer Footer Footer Reber Horizontal Strip to Sill Bottom of Woe WAS Conn {p ....,ln)Dpth(n)Spoe'nq(Vr a[.) Rsbars (M ac) and Rot Unit Floor Wdth(n)Depth(n)Spocnp(In o.c.) Rebore (n o.c.) and Roa Unit Poor Wall WAdth(n)pepth(n)Spacnq(n o.c.) R.DOrs (n o.c.) anal Rot Unit Floor Phone 574-825-766. A N/A N/A N/A s N/A N/A N/A 26926 _ A N/A N/A N/A N/A N/A N/A 31603 r A N/A N/A N/A N/A N/A N/A 36652 B N/A N/A N/A N/A N/A N/A 26926 8 N/A N/A N/A N/A N• /A N/A _ 31603 B N/A N/A N/A N/A N/A N/A 36652 C N/A N/A N/A N/A N/A N/A 26926 C N/A N/A N/A N/A N/A N/A 31603 C N/A N/A N/A N/A N/A N/A 36652 p _N/A 1 N/A N/A N/A N/A N/A _ 26926 N• /A N/A 31603 - 0 N/A N/A _ N/A N/A_ r p N/A N/A N/A N A N/A _.,11r44r 36852 • �- �• 3rd Party ,°.t ‘, Y,,) P.F.S.t✓t U/1 Corporation CONCRETE CURING TIME: '-' /P'Jl > I . I, X . Cottage Matt p.IN ACCORDANCE WITH AC1-308, MAINTAIN CURING MEASURES BEFORE CONSTRUCTION ON CONCRETE FOUNDATION j :. -•, . 53527 4 COMPONENTS BEGINS, UNTIL A MINIMUM OF 70% OF THE SPECIFIED 28-DAY OMPRESSIVE STRENGTH HAS BEEN -- ACHIEVED. THE RECOMMENDED TIME TO ATTAIN THIS LEVEL OF STRENGTH IS 7 DAYS FOR ASTM C150 TYPE 1 MIXT �A�- .l' : '', r ��• AND 10 DAYS FOR TYPE II MIXTURES. "IN SERVICE" LOADING (FULL DESIGN LIVE & DEAD LOADS) MAY NOT BE APPLIED /� - .� I�1e UNTIL THE 28 DAY DURATION HAS ELAPSED FOR ACHIEVING FULL STRENGTH. v . e`.,,,� F�,� rye IN F .'c yid„,�..,�^,,,0 STANDARD FASTENING OF HOUSE TO FOUNDATION - ALL SEISMIC ZONES TOENAIL PERIMETER JOIST TO SILL PLATE WITH '. 0'�;' 16d NAILS PER CHARTS ON PAGES FP-7.2 & 7.3. FOR SEISMIC ZONES DO AND ABOVE - ADD 4" STRIP OF SHEATHING (MIN.) & FASTEN WITH .099 NAILS @4" O.C. INTO PERIMETER JOIST AND SILL PLATE. I 1_ -- -- — — . li 'J C' _ � Palm it Harbor •MAXIMUM OVERALL Homes DEVELOPED LENGTH �--�~ � � DS' 3 40' COLUMN '. , s i f ■ COPYRIGHT©2006 TOTAL BTU'S �. " "" � Palm Harbor Homes,Inc 116.000 ,f — .t I . • .� \i All Rights Reserved • = TYPICAL 1/2" PIPE '( '' ' \ Ptpn ` Plant City, FL THIS DETAIL IS RISER O EACH APPLIANCE - %, i t Plant 06/09 FOR ALL APPLIANCE Drawn INSTALLATIONS IRON PIPING --A. �-�:.� o�. JB IN THIS MODEL LISTED FLEX • 1/2" PIPE J 12/13/07 CONNECTOR AT ` ti • EACH APPLIANCE 3/4" PIPE Cf� ,i � '. ,r 11O0e1 GMT364H7 r N.T.S. '�jt, -'::- Pu,nnar Y C. l:�J Number FP-8 • TYPICAL LISTED D•spn•eon ---4— SMUT OFF VALVE AT NOTE: AT EACH APPLIANCE Gas Line COMBUSTION GAS VENTING AND Distribution Layout TYPICAL TYP- COMBUSTION AIR INTAKE PER FITTING RISER By MANUFACTURER'S SPECIFICATIONS. Rreliac- MAIN PIPE RUN Approvals 12'—0" 7'—10" P E John C.Qoeden ;n 15133 Coutnty Rd.2: I Goshen, IN 46528 in GA. Lic. No. 18546 Phone 574-825-766: I Ci- WATER HEATER • 34,000 BTU'Sp P.F.S. Corporation N 1507 Matt Pass 22,000 BTU'S I Cottage Grove, WI 60,000 BTU'S DRYER N 53527 RANGE • • 9'—0" State INLET * ALL CON'STRUCTION ' '-.T COMPLY WITH THE SSTD_ V) D.1i IRC ONE AND TWO . . -... iRct SECT g ;. - -- '- 0r ' . 807 - ALLOWED P.OUF,-...-:„,•.--.:':;-'2.., ,',;..:1:2.;',:.2-'il i 2 FOR WOOD • FAMILY I)VtIELLING GOUE9--opEDITION ,NOC' . i • • ''''WALL CONSTRUCTION.ALL HOLES IN HOLD DOWNS AND STATE OF GEORGIA AMENDMENTS 0 'c- s's: ,c`,"•\ ,' _ ' . 110 BE FILLED USING MANUFACTURER'S NAILS. . - - , . . , 4_ ___._t, _; f,. ! 4:1,r Palm -- 1---- -- -- _________ ----- All Insulations must - ,,,,......„, , Ref -RE c?°' et°‘ i (1£3c ---------- - / P p.. comply with The Georgia " ' '''' PP, ' Harbor 4 , State ETergy Code _ . ., i, i\ (0 . ,--- P:4,-:"____._.,Ext,":-'" --L 12 ----------'\ and State di%mitt: 6. 0 r--— -______.----,..,.„_ , . % ...:‘ .....-:.- ." N,...,.. : D.,... , ., Homes ; copyRIC3HT 0 2006 1 Arnerdin#04 W/TRUSS # HM493302 _---- Ai ,_____ - Palm Rights Reserved 1 . -- Engineered i -- TRUSS # HM547203 - / / Pian` Plant City, FL Locatkgg, Number Drawn JB B, 12/13/07 - -- Opt HVAC duct locations _ sent.: . _ _- • • . • . 4 / g-aNicp,ow si * 0? t . g*, - Nmt i er GMT364H7 0 v esgratcr ' TYP CROS SECTION I END WALL CONSTRUCe' iJiki CI) 0 . i ter 0 • 4d • a 1:11) . Rev By - BU Li Iii i-7'1/4rtriF ri qvgrtl.WI ii) bul.E..1 o r.. ..,,, .R.,q , 11,1 • Revision. - SSIL) 10-119 SECT.305.'-.2, 0 0 0 FIG, 30t5,1 AND 307,3.1 o a ...._ s .._ co t PE Approvals 0 0 0 0 1 John C. Doeden P.E. 15133 County Rd.2; 0 Ak Goshen, IN 46528 12,-t C ED 0 .: wo GA. Lic. No. 18546 Phone 574-825-766: 0 0 0 1 0 1 CO VT in •111111111111111111111111.111111.1111111111111111111111111 V 11111111 -4111111111111.11111.11111111 la 3■U Party 01,111116 .6. 'II Iii 0 Ifk-.. ' a a T... • ..., P.F.S. Corporation iffifilW1111 • 12.—VI Ir •VI__ J t 1507 Matt Pass 3a 4M Q o • C) 0 a) C) • 111 0 1 V Cottage Grove, WI 53527 , J 0 w , ANCHOR BOLTS 41) ill 4) 1 IRO SECT. F140 ..1.1 AND ISTD 10-P9 SECT. SO3 III ' 543 A.r,., -tYPtcat--. . E3OLTS. SHAII. '.-3_.7 '", F:C]•''..17-. ON CI, 518 itt,k_Pri GR:UND LEVEL it - I_ _1 11=17T-r-L-- TT 1 11__TII-=-__I 11-171-1-Hl f--7-11=1 I'1=1 ::-._71 11=1 IF=111=111-.:__-il i I= ig t=IT --,i - :.---- I! I 1=1 I 1=1 1 1=1 r=1 1"1=1 i 1_-_IF,---1=1 1 1---1114' !JI------,1 1 I---41 I__.- 44-c,"1 Li! :'-:: - .*: .7:, 711177111:11--11j--1 1=1111_=_111F-_--1111-7-11117.711171J1 =111_7111-_-111==1■1- 1E-111 _ !11-1 ,..., - - '1- PEITH-77.17,;=;1 1=111=! 11=1117=11E-7 ;El I IL-1 I 1:1--._ 111-_-_-1= _:71ri_il I==rciat._1:17HHEs!i-, .1,9.:c,E.:,.,NT. - LIFLI:i_ELFLII_T_,-=II _1 ,=_,_11'=__Lft_T-=_LI'17_,1,=_11 :en .i." (fl x 1:1-7! El 1 Elf:' 1-13 -: 111-1-1 I Ell LEI I Ell i ii.-=-11 1E1 1 i_71r- _ Eli ,, i 1, .,,,, a). .J.,.ii,....'.....: "(,-,12- II-..tn:,,ea v.if,,,;r1,4,7; siptiu gv, 41.4 ._-_.:i I =1!I: LIHr[----_---_----111E-lialEll-_-----_--_!ii:--11!--1-7 HEL--I i I=H 1__-7-7-11 1=-1 11 1 1=-1±=11 =-=1 1 i=i 11=711 1=1 1 1=11 1=1_11:: !11=111_71, I 1=1 ■1-_=] __ -1 1 - 1=17-111-1 1=111-1i !-__=_1 1 = -7-i:111=11 1=111=-11 1=-11 =1 1 1;•_-_11 i 1=1 1 5=-,ili-=1 11=1_1iFI 1 EXTERiOR Wci...L FiriTill'-----W=111=!11911---=-111=--=---111=11E-1H---=-111=-1111=-11F-=111=111-=11111E-111=-7 - 111-___=-11H7-11i----H11--,L#illE.1111-_'_- 1-=_--11E-=:_111=111--7T-11=11,-L.,_---11 1 [-i,ri-- -, ta LocATED :FIC SECT. R602 .i.-V\I'D :-,-.1STD 10-91-17,17,- ii: ---:',01 .---- '----- ' - 1=-11 1=5-1 1 E-1 11-=-111=ii 1 11-7--1 1 1=-1 1 1=1 1 '-=' = ;-=-1111---=_111H__"-111-_---:1-11 --=--!' 11--=--'1 1=11_1=1 --. EXTERIOR SHEAR WALLS '---1-11-77:117--- ' -.7- -ru c ; r-itInTLI ric: r.L,t-tri lc' SS1D 10-99 SECT 305,4.3 NEEDE L MUST BE DETZ.1 '0!RED BY THE HOM D E — Windowr,-.s:ne or shalt net DESIGNER. MINIMUM Tfir:11'''''''"'"' ...,,,_Avic-: ,,, ba Install-..,:i nsr COF;i9rS vAthin (SHEATIIINCi & ROOF DECIP''"I''" 27 Irichezioc 8 feet wan height 15132 INCHES. anti 84 in chzs tpr 10 ia.,:st ail height.Double,rittds at each earl, — -- - – —– _ � ,i Palm ` Harbor ' Homes COPYRIGHT©2006 Palm Harbor Homes.Irc i All R grits Reserved Foundation System Exterior Wail Roof System la Side wall footer 1c 1;2"gypsum- Finished on site if Soffit IP'a"' Plant City, FL Lonat,on _ 4 Masonry Stern Wall See FD-Ranch Section A-A Drywall 2f Facia 'P'a"' 06/09 Alternate All Weather Wood Foundation-Section Al-Al Vinyl covered gypsum 31 Minimum 1x6 sub-fascia. Nurrber - Drawn Poured concrete Perimeter Stem Wall See FD-Ranch Section A2-A2 2c Min 2x4 Bottom plate 4t 1/2"high strength gypsum with spray on vapo' barrier JB Masonry Perimeter Stem Wall See FD-Ranch Section A3-A3 Opt 2x6 bottom plate 5f Engineered Trusses @ 16"or 24"o c Date 12/13/07 2a Foundation wall 3c Min 2x4 Wall stud Min pitch=2/12 Max.Pitch =6.11/12. Series Masonry Stem Wall See FD-Ranch Section A-A Opt 2x6 wall stud 6f Ridge beam Alternate Ali Weather Wood Foundation-Section Al-Al 4c Mtn. 2x4 Double top plate 3 Layer Beam 4odei GMT364H7 Number Poured concrete Perimeter Stem Wall See FD-Ranch Section A2-A2 Opt 2x6 Double top plate 4 Layer Beam Page Masonry Perimeter Stern Wall See FD-Ranch Section A3-A3 5c Window or door header Open Beam Number G-2 1.1 3a Single 2x6 pressure treated sill plate 6c Insulation 'IC—I3 LVL or LSL Desgnatan 4a Mating Line Footer Per approved Calculations or prescriptive requirements 7f Hinged Knee Wall MT. Masonry Stem Wall See FD-Ranch Section B-B 7c Window or door. 8f Hinged Knee wall connection CROS SECTION Poured concrete Perimeter Stem Wall See FD-Ranch Section B2-B2 8c Minimum 3/8""rated'sheathing,PW or OSB. 9f Hinged top chord Masonry Perimeter Stem Wall See FD-Ranch Section B3-B3 9c Approved exterior siding material. 10f Vented Soffit Mfg. Blue Linz Corp.Mod. 1418802, Rev BY - 5a Mating line pier support Weather-resistant sheathing paper is not required if the exterior siding or equivalent. Rwi�ia+ - Masonry Stem Wall See FD-Ranch Section B-B material is list on table R703.4,unless the manufacture requires it. 1If 7/16"OSB roof sheathing Poured concrete Perimeter Stem Wall See FD-Ranch Section B2-B2 10c Vapor retarders not required in all thermal regions, 121 Underlayrnent Masonry Perimeter Stem Wall See FD-Ranch Section B3-B3 see applicable tables. 13f Shingles 6a Minimum 2x8x12 SYP pressure treated sill plate or cap Vapor retarders,when required,may be handle as: 14f 2x3 cap brace Approvals 7a Minimum 6 and Polyethylene Vapor Retarder Vinyl cover gypsum 151 Cap framing rail P E 8a Termite Shield along perimeter,by others Kraft Back insulation 161 Cap frame John C. Doeden Sprayed on vapor barrier with 1 perm rating. 17f Ridge framing P.E. Floor System 15133 County Rd.2� 16( Upper Roof Ridge Vent: Mfg.Florida Metal Products Mod. I lb Single perimeter joist or optional double. Marriage Wall or equivalent Goshen, IN 46528 GA. Lic, No. 18546 2b Floor joist 1d 1/2"gypsum-Finished on site: 19f Collar Tie Phone 574-825-766. 2x8 #2 SPF at 16"o.c.Typical 164`max. floor width. Drywall 20f Dormer 2x10 #2 SPF at 16"o-c Typical 186"max.floor width. Vinyl covered gypsum. 21f Truss rim rail 3b Insulated Flex duct. See layout for sizing. 2d Min.2x3 Bottom plate 22f Insulation Per approved Calculations tz, 3t., 4b Insulated Fiberglass duct. See layout for sizing. 3d Min. 2x3 Wall stud or prescriptive requirements. 5b ABS Drain Line Sized per code. See layout for sizing. 4d Min 2x3 Double top plate 3M Party 6b PEX Water supply lines See layout for sizing 5d Window or door header . . ,. P.F.S. Corporation 7b Double perimeter joists 1507 Matt Pass 8b Floor Insulation May be batten or blown. 1Z--11 Interior Wall Cottage Grove, WI Per approved Calculations or prescriptive requirements le 112"gypsum-Finished on site. 53527 9b Floor decking Drywall - 7 19/32 Sturd I-Floor or equivalent with full glue coverage(AFG-01) Vinyl covered gypsum. i 4 f . . 10b Floor covering -carpet or tile 2e Min 2x3 Bottom plate s ,. 1 1 b Bottom board - 3e Min 2x3 Wall stud ; 12b Stairs 4e Mtn 2x3 top plate `� 5e Window or door header • State 1 ° tp�119 N MUST a ONE n•r {{ h, L 1 1 c34 'ma ` I MI ` %"_ _ , , , . , , a • 1 GENERAL NOTES: LOT 102 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE, 2. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS COORDINATE Al-L CLEARING ACTIVITIES WITH THE ENGINEER/OWNER? 1.1� 3, ALL COORDINATES AND BEARINGS SHOWN ARE BASED 041 A SITE r COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIORI TO THE START 1930'00»� 60.08' of CONSTRUCTION. _ N __ V ,. 6/8" R ---- X �� 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION• I p P p F' dlyl F PRIOR TO THE START OF CONSTRUCTION. +Ch S. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTE=D ta • a . x 810NS AGREE WITH THE a tt 6, CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMEN. 1C� INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISPREPANCIES WITH DIMENSIONS AND 0 1---- 1 101 PSS L t Q' COORDINATES OR PROPERTY.LINES SHALL BE ADJUSTED? AND APPROVED BY THE ENGINEER. } , 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOP' 1NG HORIZONTAL AND VERTICAL .°i CONTROL ON THE SITE BASED ON EXISTING MONUMENT, ALL COSTS INVOLVED IN I (, LOCATING THE EXISTING MONUMENTS AND CARRYING Tt iE STAKING LAYOUT TO THE ./. SITE SHALL BE BORNE BY THE CONTRACTOR, Z I -7 . 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING 00J'FLICT WITH SAME, ANY DAMAGE r �-� fotp x I o TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EyIPENSE OF THE CONTRACTOR. V) 1.. ' a� 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. L1-1 8 10, ALL RADII ARE 5' UNLESS OTHERWISE NOTED. ,r 2 0 A I( P. ktr?‘ cod' . • Ir } m 5.6 TRAFFIC AND RIGHT-OF-WAY NOTES; N ` rwn o � � a 9, ALL. ROAD CLOSINGS, DETt�URS AND ETC. ARE TO BE v j 6 = (X t0 0, �' IX COORDINATED WITH THE 017�Y OF TYBEE ISLAND, GEORGIA 0 PERSONNEL, U} W FUTURE 8' WIDE � • -. cn ,n Co LONG WOOD D 0 ►- I 0 2, ANY AND ALL NECESSAR7' PERMITS MUST BE OBTAINED < - , DECK N W o 4. x 0 FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT C ) Z ,Q N �q� f � OF ANY WORK. W O� z cz + I III 1 0 .s. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO Q �• Q CIO I f +� 'HIN THE CITY OF TYBEE ISLAND / PERFORMING ANY WORK WIT Q I �` a ix C RIGHT-OF-WAY. co `"-- J aa - , CHLORINATED DISINFECTa D WATER SHALL NOT BE DISCHARGED "� "---- - � — --- Q INTO THE STORMWATER SY..TEM. W to fo I 0) - +1h +tb• c /�'. i'0a C44= C.-c.�-vvv�-"fr c1'r I- x tQ t9 _ ✓`J mo'''t,, <-rv,®� �i-0 E-' LOT 90 �, C 11\9 ii)o) 12,0 _ 0 CO a �ter. ---�I LOT 93 )T. NOTES: ' w ` 0 1x `- ��~ ° LOT 93 GE07?GIA D,C W 1 s �s ft). I ANY AND ALL. WORK WITHIN ANY GEORGIA D.O.T. . 0 i'''' C4 �- RIGHT-OF-WAS MUST BE APPROVED AND. PERMITTED B y co �+ THROUGH Tt E GEORGIA D.O.T. N C 0 x t, f 1 ..c O Survey Information : 1 zz ,;; ,t� t - /.Fc ■ {�!/ ' L. Survey . Reynolds Surveying I a ° 0 to E k.� /rz';` `;� �• � �� _ .,H Dote of Survey . •;. �Y;'.✓" ,,..-�L-„- Pte.,•»?,` _.<.!.. . - Datum 5rV.; , #.,. BENdHNMARK ii• STEP TO NAIL IN 30" PINE a . ACCESS Ni ° {' W' N ELV 9.16 M L = z ' , . _ , L , h,, , A�-, M ILI L (, .'� ;g NdVD 1929 4' �_v _,._ _aa- ._ �... PEW MA?NOTES :1 z .tt 120.00 , f, . � /��,��> ��: ��/ --�=�.- �, I. THIS D�VELOPTyfENT IS WITHIN MINIMAL ZONING AREA F, � � 0 le 1� ' tn'r , ti. G .---^ rr n RDING TO F.I R. COMMUNITY PANEL NUMBER !Y Z f N �t o a o � / Al)1 -I- 135164 COO t Cr MAP REVISED ^[ Z Q 986, F } icy ,Q t �Z ! 6/8't RB}� JUNE 17 1• W W kg`s , ' �� 3 0 0 w 5 9 5 5 ITE Is IN ZONE 'rA8rr AND IS LOCATED WITHIN z ,� 0 s THE 100 FEAR FLOOD ZONE WITH A MINIMUM ELEVATION 0 m O PERMEABLE DRIVE AS �= " �' t w ,.� SET AT tt2.0. Ll F Z ' 3, CONT1?1CTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 5 Z 4,I'- to N 0 PER TY�EE ISLAND ,,,, ,,,,,,X.4-'4;3$,...,.5,';.;' 7,-.. ,,,,,;<:,,,...,,,,,..k,� �;��4 , ANY COIVaTRUCTION ACTIVITIES. co In 0 N (�.� LL STANDARDS • 25' WIDE a� I (yilq} • ) v t;v2,::-.. z" -i s- sa -.§$cic�p:�EI�V a. r`'-�''f't3$ '�(g W l.L. d"�`s U:�gt1 i��8t C1'1CI?{, ��•s ,° sii<thoniaai €ri s Veit.Only p Z 00 iiiiiitod i 0.01.R ` � _ 4) ,:� c3 acc on � . .._. ,010; Gd 15* A . T,.,. a.f i a, .va*..z"G��.`. 1 . _ _. I {� EDGE OF PAVINd AVERAGE LOT ELEVATION NOTE : ' to Et 1, THE AVERAGE LOT ELEVATION W z � FOR THIS PROJECT IS TO BE AS • JONES AVENUE �a DETERMINED BY THE CITY OF TYBEE ISl-AND , • CONTACT A MINIM FURS DDIGGING PRIOR -s. .<"\ ),,, . PROPOSED PLAN ({�,/ I„ 10' . , UTILITIES PROTECTION CENTER 1-800-282-7411 . “)120l G Sr 9 (It • -z o 9 cl ti �i� DRAWING NUMBER C 2 SCALE: 1" = 10' s 0 10' 20' 25' 2 OF 5 SHEETS ] -.)--) (r) 0 IA V O/ €) Dui ' ChLL hi/4J) LEGEND Project Information; . ITEM EXISTING PROPOSED , . ` . ,, P.I.N. : 4-0012-01-009 LOT 02 2� _rr Z ( I-og PROJECT ADDRESS ; 911 Jones Avenue TOPO ti 2 3 u TOTAL SITE SIZE : 0,15 AC � CONTOURS - - T2 ESTIMATED DISTURBANCE : 0,09 AC N% , ZONING ; NA 19°30 ' 00”E o o . 0 8 ' �''" DRAINAGE SETBACKS : FLOW FRONT = NA 5/8 RBF �• -- - - - - •� .�- — - -- - SIDE = NA � / dMF ARROWS REAR = NA P P P P OWNER t Eleanor R/medio TOP OF TPS ADDRESS ; P.o, Box 241 +� PARKING 12 . O Tybee Island, Georgia 31328 N a SLAJ o Q 4 x i PHONE Angela Beyers W 912-656-3875 cc REMOVE 0 EXISTING NOTES: ,/ , BUILDING Co. a x I ELECTRICAL,OPHONE, CABLE ANDT ANY ALL OTHER REQUIREDI I \ I . UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. T T T 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL V o EXISTING UTILITIES PRIOR TO COMMENCING OF x CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT '- }- ♦ NipAllb?, h WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL ,.�" C1' W�` _ - ♦ _ BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, [� � Z 5 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK W } d N I=- WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR (7 `� -- GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE (f) 0 • � LYCfl CONTRACTOR, � O - ( - 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, m DO NOT ABANDON UTILITIES IN PLACE. O O I∎�1 Q ° co, Ua 0 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED V) Z = N w �� // ,I, lk CO CONSTRUCTION, CO Z r- 2 i„,„,________n �, z � m Co.:� O �� 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, _ .< i--_► ► + X TREES TO BE REMOVED, J i - -- �R LLI A- •\ %• GENERAL DRAINAGE NOTES: L---1. . 0 " 40— x �' t- 8 1, THE NEW BUILDING WILL RESULT IN A SLIGHT DECREASE IN l O +,�� • . . ,„,, ,, RUN-OFF DUE TO DECREASED IMPERVIOUS AREA DURING THE 25 YEAR O I—' STORM.• W I LOT T O I Q ___ 7 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED co BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW W O Ix I �'� O LOT FOR PROPER DRAINAGE. + O 3, THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND o W 1 DOWNSPOUTS TO DIRECT RUN-OFF, _ °o8 ��.` N o E---1 0) x �' 4. OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING Z m R 3. z 1 ,__ , - CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE a i i cn ,..., , •` SYSTEM AND EASEMENTS. I v --III� I W w z w I R �_ I w J o ' N E. 1 .4 +b• FEMA MAP NOTES ; ■ 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA \ "A8" ACCORDING TO F;LR,M, COMMUNITY PANEL NUMBER 135164 0001 C, MAP REVISED JUNE 17, 1986, BENCHMARK » 2. THIS SITE IS IN ZONE "A811 AND IS LOCATED WITHIN 0) \ el. _ � -_ NAIL IN 30 PINE THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION z �___ A I SET AT 12,0, III CC I I w I ELV 9.15 MOL 3 CONTRACTOR m N CTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 120.00' d? / � NOD 1929 ANY CONSTRUCTION ACTIVITIES. 0 ` Z < ¢ O 5/8" RB +pry '�� ,► '� �� '\ o F. Li 0 p So - - -- +0 _J z O o 0 1, S19°30' O8 "W 5 9 .5 5 ' 5/8 RBO o mo 0 o Wzo z m - Z - d ,J Kz/� CWT [� 4 S� W ` w I T ham' 0 0 A.'� A. •� ICS, EDGE OF PAVINd EASEMENT NOTES: III U) xs 1 .THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE X �` t RECORDING,EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND W W i` 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED.JONES AVENUE 60 ' R/W 4ifie 4/°-- ) _ e j r ,�5 �19 GUTTER NOTES; I 1, OUTTCRC AND DOWNCPOUTC CIIALL DC UTILIZED TO DIRECT NC}4' CONTACT A MINIMUM OF 72 HOURS ��z L. ,,) RUN vrr TO NEW 01,4ALCO AND TO UTILIZC NATUR/L DR, INAOC. PRIOR TU DIGGIG p + ° /1."Y . OUTTRC Cl IALL t3C INCTALLD 00 TI AT ALL DOWNOOUTC P� m �y^ f • L/yftft/tJ ,1R6 ri.Acap GN TiiN CQUTHH ACT AND WECT CIC'SC DP NMW A ti - 401 N 4 C,¢ Ito�� I t < YST�0 so a o o UTILITIES PROTECTION CENTER �ti9,Nay y a ', TRAFFIC AND RIGHT-OF-WAY NOTES: 1-800-282-741 1 m -'5&� % 2 EXISTING SITE AND DEMOLITION PLAN Survey Information : 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE cso ��, $ 9 COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA - a o 1,1 = 101 Survey Reynolds Surveying PERSONNEL. �t,o R G/ Date of Survey : 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED _S'- ` (c 'I TYB t_M ISLAND FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT Datum : OF ANY WORK WITHIN RIGHT-OF-WAY, 23 2 '' P 0 ESS OMAL o -�r� .- = qR Hsi ti �N, �° Q Special Pre Construction Note : k $ o GENERAL BUILDING INFORMATION NOTES: ' Contractor to go structure locations ydr/aina existing ani d proposed 10 1. NEW BUILDING IS TO BE 1,600 of (envelope), tops and depths prior to ordering materials or DRAWING NUMBER 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS beginning construction, PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, VICINITY MAP GEORGIA ORDINANCES. .� 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION SCALE: 1" = 10' C me 1 WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. I J 0 10' 20' 25' 1 OF 6 SHEETS GENERAL NOTES; LOT 102 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE, 2, LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS, COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER/OWNER, Nt% , 3, ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE ,� COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIOR TO THE START 5/8" N 19°30 ' 00"E 8 0.08/ OF CONSTRUCTION. 5/V RBF ;ro' _.t„.1, __ __ —_ ;. Co' 4, BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION •I P P p P d M F PRIOR TO THE S TART OF CONSTRUCTION CCh 5, ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED, • o I x 6, CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND I lot B S L Q i I COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. La 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL I CONTROL ON THE SITE BASED ON EXISTING MONUMENTS, ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE S TAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR, —1 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIORI TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE X TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, t (1 d `J l +�0. I 9, CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH, PLANS. I � } 10, ALL RADII ARE 5' UNLESS OTHERWISE NOTED. `✓ 0 X �o• \ 4:. } lil CO 1'45.6' TRAFF?C AND RIGHT-OF-WAY NOTES; W < Q 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO SE ( ) 0 IX ( COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 0 Q C9 I FUTURE 8' WIDE I I PERSONNEL. Z < W C� x 49' LONG WOOD 0 ow- Q 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED ►—. Q 0 0 FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT (f) Z = CV DECK ,.� �q, G3 I OF ANY WORK. W z 0, + '� Q 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO 0 Z C co' -6 PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND ' __ Q I +� Q RIGHT-OF-WAY. „� < X / I 4, CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED '� t) — — 8 INTO THE STORMWATER SYSTEM, W P(J) + Cr) �' LOT 90 �� 12.0 0_ _ CO W ELI I I O IX 0 LOT 93 GEORGIA D,O.T. NOTES: I I C0 Q 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. I- RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED i �+ THROUGH THE GEORGIA D,O.T, = a u o T1 � C r c.. X + z m o I N o E , I �'� I Survey Information : W i Z w 1 I D� o f Q o a 1 \ç>/ A Survey • Reynolds Surveying o 0 o N W 25 BSL �,. + Date of Survey • ., Datum • BEN d�HMARK - ' STEP TO NAIL IN 30" PINE I ACCESS F,F, I m / ELV 120.00' , NdVD 1929 FEMA MAP NOTES • z d �' _� 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA w (� 5/8" RB +��' ,h 1,48" ACCORDING TO F,I,R.M, COMMUNITY PANEL NUMBER 0 _ U w (1' Z / 135164 0001 C MAP REVISED 0 < ® .:` '�. — — —— �"Q JUNE 17, 1986.1 .J z 0 W w _ J . . 9030' 08" 9i 59 .5 5' 5/8" RBA }� W 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN W THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION Z 4 co 0 0 / = � SET AT f2.0. � U) a Z Lt] PERMEABLE DRIVE AS w z 0 PER TYBEE I S L A / 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 5 z j W 0 ANY CONSTRUCTION ACTIVITIES, Ca 0 U) Ur a. STANDARDS 25' WIDE r _ Q �- � �t w on (max, " m t- ,, 0. ':, N<:, - :., ,/, , z 0) >-EDdE OF PAVINd AVERAGE LOT ELEVATION NOTE , IX , 1, THE AVERAGE LOT ELEVATION w z JONES ' � FOR THIS PROJECT IS TO BE AS AVENUE L E 0 DETERMINED BY THE CITY OF TYBEE ISLAND , CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING S ppp7 a tik\ A PROPOSED PLAN ek)k,, /11 - UTILITIES PROTECTION CENTER 1-800-282-7411 7":-C()RG/ 0STF9 PRQFE.t 72 -1' a 44(A. tiON' DRAWING NUMBER C INN 2 SCALE: 1" = 10' 0 10' 20' 25' 2 OF 5 SHEETS REQUIRED SEDIMENT STORAGE CALCULATIONS LOT 102 SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE WITHIN THE S d1~A DETENTION BASIN AND BY STORAGE BEHIND THE SiLT FENCES. OIL ERO,S'I011 j' LEGEND REQUIRED SEDIMENT STORAGE: TEMPORARY SEDIMENT BARRIER Sd1 A 67 C.Y. x 0.09 ACRES = 6 C.Y. REQUIRED �1 —,— ACRE TEMPORARY HAY BALES Shc-Hb 5/8" 1. 9030 0 0��E 60.08 ' SILT FENCE AND DETENTION BASIN SILT STORAGE: . I CMF 245 LF SILT FENCE x 0.09 CY PER FOOT = 22 CY CONSTRUCTION EXIT CO LOD P P — LOD LOD h 1 D P P 1 1 DACIN LOD •-• 300 S.r. „ C" SILT IN DOTTO 4 - G C.?. Or STORAGE A A 6• A ,77--1 TOTAL SEDIMENT STORAGE = 22 CY MULCHING 4- 22 CY (supplied) > 6 CY (required) Del z A 0 DISTURBS AREA STABILIZATION D82 .z D Q ,. �IITH TEMPORARY SEEDING I -•I T 10' BSL Q :E LIMITS OF Sd1-A CQ DISTURBANCE ISTURBE AREA STABILIZATION Ds3 • WITH PERMANENT SEEDING TT 1 V A DISTURBED AREA STABILIZATION Ds4 I p ,, � WITH SODDING ,��, I I ..i I _, 1. I CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER �--■ HAS VISITED THE SITE PRIOR TO THE DESIGN OP THE E&SC PLANS, _ CHECK DAM d—S � (� )( a 2. "1 CERTIFY UNbER THE PENALTY OF LAW THAT THIS DOCUMENT ANb ALL u l OP ,, S d1-'A ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN LIMITS O r ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED DISTURBANCE PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED STORM DRAINAGE OUTLET PROTECTION co a O BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE V O I SYSTEM OR THOSE PRSONS DIRECTLY RESPONSIBLE FOR GATHERING THE d INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY ~"1>41 ( KNOWLEDGE ANb BELIEF, TRUE, ACCURATE ANb COMPLETE. d{O� r0� I,qq AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING INLET SED►MENT TRAP S� �y, W CO t + IMPR SONMENT FORNKNOWING VIOLATIONS.SIBlL7TY OF FINE AND 1! ¢ N SEDIMENT TRAP Sd3 W m r........1 a > 6 3. "I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND n Q N es T!1 POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND (I) o 0) V1 COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED i BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL d 0 " (MANUAL) PUBLISHED GEOTEXTILE I FOR EROSION AND SEDIMENT CONTROL IN GEORGIA? [� FUTURE 8 WIDE -� -� :EY THE STATE SOIL ANDWATER CONSERVATION COMMISSION AS OF � !rt N q/ RY 1 OF THE YEAR 1N WHICH THE LAND-b1STURSING ACTIVITY WAS (f) v x 4 9' L O G V V O O O A Q RMITTED, PROVIDES FOR THE SAMPLING OP THE RECEIVING WATER(SJ OR CHANNEL STABILIZATION .--. <O a 0 SAMPLI NG T THE STORM WATER OUTFACES AND THAT THE DESIGNED VEGATATION CO v l(3) ii_ L 0 T 9 1 /Q 0 SYSTEM OF BEST MANAGEMENT P ACTIC�S MEETS THE DESIGN ROCK RIP-RAP Z N DECK E C K �. x G i REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. CONCRETE Cr) Z Irp I O / 1 GAR 100003. 0 z 1 I ,�+�" I I k• LEVEL SPREADER 41, � 'Q W j ED CERTIFIED BY j Mar* A. Boa Ve(G j 7 O a r O Level II Certification No, 2104 x J Q I QQ RETROFIT 4120 Ln I l , J fQ � rip- DUST CONTROL Du I N + U E-4 � +� I rn 12,O � � � En W LOT 90 0 - o —7 , O Ix I A 0 LOT 93 Erosion and Sediment Control Phasing W � C E'' Initial Phase (Phase I) N - t LIMITS OF o co 1 I'( ■ DISTURBANCE 1, This phase shalt include Silt fencing and construction o o 1 co i I 4 > o exits and sediment and detention ponds to be installed . N .�t n Z ; L °5 1' to prevent sediment from leaving the site, W a CO o o N W DISTURBANCE � ��` �' � 25' ESL �? E"'' 1 I o a o I Intermediate Phase (Phase III .� es ;_; . -', 1, This phase shall include construction of any outlet BENCHMARK structures, retrofits, check dams, inlets Sdi-A STEP TO tt � � � NAIL IN 30 PINE protection and temporary grassing. � z 1 l fi y ACCESS F, a ci � ELV 9.15 MOL m a. ! -� NO VD 1929 Final Phase (Phase Ili) 2 o 120.00' i N z d Q y y 1, This phase shall include outrall protection, any revised z 5/8" RBc1 + Iii � � RO'1 I -- �:` O inlet protection and any other permanent devices, o w o ` o s . » , } w LIL Z ., , • 30 0 • w 50 .55 5/8" RB � ��? L>1-_, _ w PERMEABLE D�T V E A S � � SPECIAL SOIL E�i'OSION PREVENTION NOTES ; Q � c � m p 2 0 I. The state of Georgia requires that the initial soil erosion prevention 5 z 2 w PER T Y E E ISLAND S di A measures shall- be inspected by the designer within 7 days after o o t� o STANDARDS 25' WIDE ` installation, `� z w z (max, LIMITS OF 2, It is the responsibility of the contractor to notify the soil- erosion F. r m CO O DISTURBANCE prevention plan designer Within 7 days after the initial- soil- erosion w 1-- 1-- 0 4) O measures are in place for Inspection, a 0 ` "'° `' ' t'�• 3. Soil- erosion prevention plans shall- be -kept current and on site or w w ED{ E OF PAVINd readily accessible at all times during the duration of' the project until a after final stabilization has occurred 0 w 4, Primary permittee must provide a copy of the soil erosion prevention z J O N 1 s V V 11 A I ' 1 F I 60 ' W plans to each secondary permittee. 5, Contractor is to keep a record of his inspections of' the soil erosion control measures to include at least the following a, date and scope of the inspection b, name of erson performing Inspection CONTACT A MINIMUM OF 72 HOURS P P p ec PRIOR TO DIGGING c, major observations (including noncompliance incidents) ontECt,, Inspection reports are to be kept current and on site or readily (16\JV�`�,S cc accessible at all- times during the duration of the project until- after final- r stabilization has occurred, c4)1k-,a Sampling of the °Wall is the responsibility of the primary permittee <�, Q, and sampling requirements are to be as per the NPDES general permit UTILITIES PROTECTION CENTER 1-800-282-7411 z Silt fencing Is to remain in place until- final- stabiliazation, 8, Staste materials shall not be discharged to state Waters except as authorized by a section 404 permit. 9, These ES & PC plans are in compliance With Waste diaposatr sanitary sewer and septic tank regulation& SOIL EROSION AND SEDIMENT CONTROL PLAN 70, Great Dare shalt be taken to prevent oil spills and leaks, In the event .,2111:..1" = 10' that a spill- shall- occur, atop the spill- source immediately and implement 5MPIs and clean-up for the spill, \ DRAWING NUMBER LEVEL II CERTIFICATION C OM 3 .NO, 2104 SCALE: 1" = 10' ISSUED 11-5-05 I EXPIRES 11-5-08 0 10' 20' 25' 3 OF 5 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1. NARRATIVE: THE EXISTING SITE CONTAINS AN EXISTING BURNED STRUCTURE WHICH WILL 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS BE DEMOLISHED. THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 AND TWO 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND PERCENT. THE PROPOSED DEVELOPMENT WILL HAVE A NEW RESIDENTIAL BUILDING WITH, UTILITIES, GRADING. DRAINAGE, CONFLICTS WITH SAME. ANY DAM GECONSTRUCTION O EXISTING tUTILITI UTILITIES BE REPAIRED ED �ANTINGF TEMPORARY GRASS RATE �LOANNrNGF PERMANENT GRASS RATE 2. DEVELOPER / OWNER: ELEANOR RIMEDIO AT THE EXPENSE OF THE CONTRACTOR, P.O, BOX 241 MARCH- MARCH- COMMON BERMUDA 10 Lbs./Ac TYBEE ISLAND, GEORGIA 31328 3, ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JUNE COMMON BERMUDA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) COMMITTEES MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, (HULLED) 3. 24 HOUR CONTACT: ANGELA BEYERS ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 912-656-3875 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac BY THE OWNER. SEE LAND DISTURBING PLAN, APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST & AUGUST 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER BROWN TOP MILLET 10 Lbs./Ac EROSION ON STATE L SOIL IN AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. COMMON BERMUDA (UNHULLED) 10 Lbs./Ac �, EROSION CONTROL IN GEORGIA, SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- & o 5, PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5, EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE FEBRUARY FEBRUARY RYE 1/2 Bu./Ac W CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE, ALL CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. PUBLIC HIGHWAY, 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 6, BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS V EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. CONSTRUCTION, THESE MEASURES ARE TEMPORARY. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING / W PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS V 0 • WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR / ■ PATTERNS, IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF O� > d' CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY O F PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. `�� / W m N PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I � % w ? Q co 8, THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION SHE APPROPRIATE PERM TS HAVE BEEN EN I SUIED. OR ANY CONSTRUCTION ACTIVITY UNTIL �v� ```��` ¢ 0 -W U) 0 3 CO PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY 7s, $O' _ ��'�� d 0 , CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER o ,. 800o tii,� % D 9, THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED. FOR ANY o o v C� co REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I TO REMOVE THEM. .r • r�O °o • m {C = 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT / 4 * •• agal•eig54)° < < N SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR o oo •■ •• p .�• 0 O m AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. • °a'g °• • O • ° • SIDE VIEW 0 '-' d SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE •� • • •� •o••.•••• • • 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FROM THE owNER OR ENGINEER PRESENT, r0!400!• • :.�?� .!••00. } N N vl 1�M •.o0oOo !•.! O •, o •••027+•,, Co WITH SEDIMENT, •IIWO ,•s••• • °O.• <v o .•• .�••, E 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE / • •.• • •Cb°•• • O .• VVH W N • �• •o ••"Q°8a : 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS ,...... • °�j• a •d' w :�w,. W N " " " :4. .°°c()• Oo .••. .. 8° ' t FUNCTIONING EROSION CONTROL SYSTEM. AND RECOMMENDATIONS OF THE NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN PRUNING *:,o ° �- Q • o . " / ..*,.,. duo • �,%. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF �� 'r;;s�•0.) ��-o°er_•�•• � A ' 13, EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. � '�`.�' ' °Cl� o �' v FABRIC U) ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. ``� �:S,•.•• :�$O: Q�d.O , �J 1 0 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS ■ " •.:.,00 po :41 6" MINIMUM -.•-.t... • •� 4 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION". • ,; • ---- - --- ---- - ---- CO •t,* PERMANENT GROUND COVER HAS BEEN ESTABLISHED. GEOTEXTILE UNDERLINER �•ct••• . c• rya co TRENCH 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, N.S.A.R-2 (1.5"-3.5") -.? 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT STABILIZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL o EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION COARSE AGGREGATE Y I I CONTROL GRASSING", NOTE: OVERLAP 18" AT FABRIC JOINTS U cv 3 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED o BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA TE P 0 RA RY CONSTRUCTION EXIT ° _ ' o IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY 17, VEGETATIVE METHODS: AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER CO ° A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL N.T.S. I . Z WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY o , o o N GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE ACCEPTABLE MEANS APPROVED BY THE ENGINEER. FRONT V�EVV COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS, WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. TENTATIVE ACTIVITY SCHEDULE r LIME RATE: 1 TO 2 TONS PER ACRE 2008 , 008 POST SIZE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE X FEB MAR APRIL MAY JUNE JULY FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) L D E(MAX) F co 18, MULCH: INSTALLATION OF SEDIMENT CONTROLS TYPE LENGTH MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT AND TREE PROTECTION BARRICADES D A RATE OF 2 TONS PER ACRE, MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL A 4'-0" Soft Wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS SITE GRADING APPROVED FABRIC. Z < Q Oak 1.5"X1.5» 0 Co USE WOOD OR I-- W 0 FOLLOWS • CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS, SPREAD MULCH Steel 1.31b./ft. min. STEEL POSTS. O D IY (1) 1: -I MECHANICALLY OR UNIFORMLY BY HAND, MULCH ANCHORING SHALL BE ACCOMPLISHED UTILITY INSTALLATION .� J w 0O W W d IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER, B 3'-0" Soft Wood 2" dia. or 2X2 18" 18" 16" 4" 6'-O" USE 22" D.O.T. >0 }' 0 W THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION Oak 1"X1" APPROVED FABRIC z d W p LIQUID MULCH BINDERS. USE WOOD OR D Xm 0 Steel .751b./ft. min. STEEL POSTS -6 u) Z O dd z 0 19, SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION PERMANENT GRASSING - z v... 1 3 d C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. O CO O ,_„ Co SERVICE AS Cuc (Chipley-Urbon Land Complex), PAVING NO71 APPL1a4 BEE` APPROVED FABRIC �~ Z W USE STEEL POSTS -I W W 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREAS "A8" ACCORDING TO ONLY Y- < LU H F,I,R,M, COMMUNITY PANEL NUMBER 135164 0001 C, MAP REVISED SEPTEMBER 4, 1987, MAINTENANCE OF SEDIMENT CONTROL Z O „ " REMOVAL OF SEDIMENT CONTROL III H' 21. THIS SITE IS IN ZONE "A8" AND AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE A MINIMUM ELEVATION OF 12.0 HAS BEEN SET, 0 SITE DATA ui ZONE "A$" FASTENERS FOR WOOD POSTS W SPECIAL NOTES: TOTAL ACREAGE 0.15 ACRES 0 DISTURBED ACREAGE-...........»....»0.09 ACRES GAUGE CROWN LEGS STAPLES/POST 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE S.C.S. SOIL SURVEY FROM WEB SOILS PREVENTEDED BY NE INSTALLATION OF EROSION AND Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 1. I CERTIFY THAT THE EROSION ANDSEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE E&SC PLANS, GAUGE LENGTH BUTTON NAIL/POST CONTACT A MINIMUM OF 72 HOURS 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND 2. 111 CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND ALL PRIOR TO DIGGING HEADS ?form ri, G ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ties PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT -.- ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED Nails 14 min. 1" 3/4" 4 min. `f WITH LAND DISTURBING ACTIVITIES '' PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED j0 . ;1111111fe' ° BASEb UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE Aye SYSTEM OR THOSE PRSONS DIRECTLY RESPONSIBLE FOR GATHERING THE t 3. EROSION CO TROL MEASURES 1^IILL BE MAINTAINED AT ALL INFORMATIONTHE INFORMATION SUBMITTED IS TO THE BEST OF MY V�a 9 KNOWLEDGE AND BELIED, TRUE, ACCURATE AN$ COMPLETE. m A ., man I AM AWARE THAT THERE ARE 51GNI�ICANT PENALTIES FOR SUBMSTTiN6 g��' 0 TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT o Sow tt+ a �u FALSE INFORMATION, INCLUDTNO THE POSSIBILITY OF FINE AND PROVIDE FOR EFFECTIVE EROSION CONTROL, '-� ;t IMPRISONMENT FOR KNOWING VIOLATIONS. UTILITIES PROTECTION CENTER 1-800-282-7411 ADDITIONAL EROSION AND SEDIMENT CONTROL tEASURES SHALL BE eo o s "T CERTIFY THAT THE PERMITTEE's EROSION, SEDIMENTATION ANb Ndy y '' m ' ('OLLUTION CONTROL ('LAN PROVIDES FOR AN APPROPRIATE AND IMPLEMENTED TO CONTROL OR TREAT THE SEDI ENT SOURCE. N�• ° m COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED ii ) 1 SY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL O R G y $ $ FOR EROSION AND SEbTMENT CONTROL IN GEORGIA," (MANUAL! PUBLISHED Gcc,. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO 0. A �Y THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF IS R v -a JANUARY 1 OF THE YEAR IN WHICH -m LAND-DISTURBING ACTIVITY WAS F� INSPECT STORIVIWATER FACILITIES AT ALL TIMES. T ' PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WAT R(S! OR THE w,., THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED N0.28372 y 't"YE3)a ISLAND SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN PROFESSIO*1. 'PC 5. NO STATE WATERS EXIST ON THIS PROPERTY NOR WITHIN 200 FEET REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO.GAR 100003." T P 0 RA RY SILT FENCE C E DETAIL 9 F 1-08 OF THE PROPERTY. cl E E N 1 _ /� ,p_ y CERTIFIED �Y: Mork A, Boel vetl S d ! A .,K A' B0 6. WETLANDS DO NOT EXIST ON THIS PROPERTY. g .' ,°� Q Level II Certification No. 2104 7. NE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS - R m o rk S d 1 u DRAWING NUMBER VISITED NE SITE PRIOR TO DESIGN OF NE E & SC PLANS. LEVEL II J t� CERTIFICATION 8. NE RECEIVING WATERS FOR THIS PROJECT IS NE ADJACENT CITY VICINITY MAP NO. 2104 Sd - C OF TYBEE ISLAND STORM DRAINAGE SYSTEM. I,S'$UED 11-5-05 C.4 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER EXPIRES 11-5-08 THAN 14 DAYS SHALL BE STABALIZED WI11-I TEMPORARY SEEDING. 4 OF 5 SHEETS SffCONDARY PffRMITTEffS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER WASTE MATERIALS : SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N,O.I, AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. 1, All waste materials will be collected and stored in a securely lidded, metal dumpater. The dumpster will meet alt solid waste management regulations. All trash and construction debris from the site Will be deposited in the dumpater. The dumpster will be emptied a minimum of once per week or more often if necessary U, and trash Will be hauled as required by local regulations. No o NAME PHONE construction waste will be buried on-site, W COMPANY : FAX ; 2. All personnel will be instructed on proper procedures for waste rr disposal, A notice stating these practices will be posted at the ADDRESS SIGNATURE jobsite and the Contractor will be responsible for seeing that these procedures are followed, l 1 ADDRESS �,,,J 3, NO WASTE WILL BE DISPOSED O INTO STORM WATER INLETS �� GSWCC LEVEL IA CERTIFICATION NO OR WATERS OF THE STATE, ,/ , r�� TvT 1T V O NAME ; PHONE ; ��'' d COMPANY FAX INSPECTIONS T� } CO ADDRESS : SIGNATURE Primary Permittee, rw� X < (o ADDRESS CO C3) 1. Each day when any type of construction activity has V l Q Q' l,3) taken place at q primary permittee's site, qualified � 0 GSWCC LEVEL IA CERTIFICATION NO, personnel provided by the primary permittee shall ✓ Q W inspect I (a) all areas at the primary permitteels site j v U) 0 a) where petroleum products are stored, used, or handled CO for spills and leaks from Vehicles and equipment i (b) r'-�" 'Q all locations at the primary permittee's site where V 1 Z d N STREAM EUPPEIR ENCROACHMENT NOTES ; vehicles enter or exit the site for evidence of off-site 1.1-1 CO +- sediment tracking ; (c) measures rainfall once each O Z 0) NAME PHONE twenty-four hour period at the site. These inspections Z FAX : �, NEW StRRUCTURES ON THIS PROJECT DO NOT must be conducted until a Notice of Termination is r- <( COMPANY submitted ADDRESS : SIGNATURE ENCROACH IN THE 25 OR 60 FOOT STREAM 2, Qualified personnel (provided by the primary permittee) ...I (1) ADDRESS : BUFFER. shall inspect at least once every seven (7) calendar days T T j and within 24 hours of the end of a storm that is 0,5 inches Lt_I GSWCC LEVEL IA CERTIFICATION NO. or greater the following ; (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization (b) areas used by the primary permittee for r � 2. NONEXEMPT ACTIVITIES SHALL NOT BE storage of materials that are exposed to precipitation that ) CONDUCTED WITHIN THE 25 OA 50 FOOT have not undergone final stabilization and ; (c) structural O control measures, Erosion and sediment control measures NAME : PHONE : STREAM SUFFER AS MEASURED FROM THE indentified in the Plan applicable to the primary permittee's CO POINT OF WRESTED VEGETATION WITHOUT site shall Where observed to ensure that points are operating acres Lam-) correctly. Where discharge locations or J7oints ars accesible, COMPANY FAX they shall be inspected to ascertain whether erosion control FIRST OBTAINING THE NECESSARY VARIANCES measures are effective in preventing significant impacts to SIGNATURE receiving water(s), For areas of a site that have undergone x 1 ADDRESS : AND PERMITS. final stabilization, the permittee must comply with Part = i o IV,D.3,a(3). These inspections must be conducted until a Notice , (N, c ADDRESS : of Termination is submitted, GSWCC LEVEL IA CERTIFICATION NO. m ^ ' t to 3, Qualified personnel (provided by the primary permittee) o o i o shall inspect at least once per month during the term of 2 o this permit (l.e. until a Notice of Termination Is received by , EPD) the areas of the site that have undergone final n I `` z 111 stabilization, These areas shall be inspected for evidence co- � 6 m a Soil Cleanup and Control Practices PRODUCT SPECIFIC PRACTICES of, or the potential for, pollutants entering the drainage a a -, � si: system and the receiving Water(s), Erosion and sediment 1. Local, State and manufacturer's recommended methods 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars control measures identified in the Plan shall be observed for spill cleanup will be clearly posted and procedures will be inspected daily for teaks and spills. This includes on-site vehicle and machinery to ensure that they are operating correctLy. Where discharge will be made available to site personnel. daily inspections and regular preventative maintenance of such equipment. Equipment locations or points are accessible, they shall be inspected maintenance areas will be Located away from state water, natural drains and storm water to ascertain whether erosion control measures are effective 2. Material_ and equipment necessary for spill cleanup will drainage inlets, In addition, temporary fueling tanks shall have a secondary containment in preventing significant impacts to receiving water(s). be kept in the material storage areas, Typical materials and liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is ,-- APPENDIX B equipment Includes, but is not limited to, brooms, dustpans, prohibited. Proper disposal methods will include collection in a suitable container and 0) mops, rags, gloves, goggles, cat litter, sand, saw dust and disposal as required by local and State regulations, ft property Labeled plastic and metal Waste containers. I.tI NepheLometric Turbidity Unit (NTU) Tables 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original m 3. Spill prevention practices and procedures will be reveiwed containers when not In use, Excess product will not be discharged to the storm STORMWATERR SAMPLING after a spill and adjusted as necessary to prevent future Water collection system, Excess ,product, materials used with these products and SAMPLE ANALYSIS spills, product containers will be disposed of according to manufacturer's specifications Cold Water (Trout Stream) qnd recommendations, 1. Storm Water samples are to be analyzed in Z < < 4. All spills Wit be cleaned up immediately upon discovery. All accordance With methodology and teat ICI 0 spills will be reported as required by local, State and Federal 3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge procedures established by 40 CFR Port 136 0 I Or 0 fX Surface Water Drainage Area, square miLes regulations. surplus concrete or drum wash Water on-site. and the guidance document titled "NPDES J Z W Storm Water Sampling Guidance Document, 1211.0 G1 W 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the EPA 833-8-92-OO1," ( >0 W 0-4.99 5-9.99 10-24.99 25-49,99 50-99.99 100-249.99 250-499.99 500+ SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE manufactuer's specifications or above the guidelines set forth in the crop establishment d (1) CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT or in the GSWCC Manual for Erosion and Sediment Control in Georgia, Any storage of 2. Storm water is to be for nephelometric turbidity _Z (� Q (� 1-800-426-2675, these materials will be under roof in sealed containers. units (NTU) at the outfall location. A discharge of o W Z O Z '-- 1.00-10 25 50 75 150 300 500 500 500 storm water runoff from disturbed areas where J W 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL 5, Building Materials - No building materials wilt_ be buried or disposed on-site, All such best management practices have not been property Z U" 0 CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT materials will be disposed of in proper Waste disposal procedures. designed, installed, and maintained shall constitute a L SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 1-800-426-2675, separate violation for each day on which such m "7-- conditions results in the turbidity of the discharge _I w d W ACRES 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE exceeding 50, the vat/4e that was selected from < '`-' w 25.01-50 25 25 25 50 75 100 300 500 WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED AppendbC 13 in Permit No. GAR 100003, The NTU is m CO WITHIN 24 HOURS. based upon the disturbed acreage of ???? acres z >"' ›- I for the project site, the surface Water drainage W. )-- 50.01-100 20 25 25 35 50 75 150 300 8, FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE area of ???? square miles, and receiving water p WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL SAMPLING FREQUENCY Which supporta warm Water fisheries. 100.01+ 20 20 25 25 25 50 60 100 AGENCIES WILL BE W CONTACTED AS REQUIRED. Storm water samples shall be taken for the following events : 9. The contractor shat/ notify the licensed professional who (a) For each area of the site that discharges to a receiving SANITARY WASTES : W prepared this plan if more than 1,320 gallons of petroleum Is stream, the first rain event that exceeds 0.5 Inches and allows stored onsite (this includes capacities of equipment) or if any for monitoring during normal business hours. (Monday thru Friday, 1, A minimum of one portable sanitary unit wilt be provided for every ten Z one piece of equipment has a capacity greater than 660 8:00 AM to 5;00 PM and Saturday 8:00 AM TO 5:00 PM when (10) Workers on the site. All sanitary waste Will be collected from the ` gallons, The Contactor will need a Spilt Prevention Containment constructionactivity is being conducted by the Primary Permittee) that portable units a minimum of one time per week by a licensed portable ( and Countermeasures Plan prepared by that licenseed occurs after all cleaning and grubbing operations have been completed facility provider in complete compliance with local and state regulations. professional. In the first drainage area of the location selected as the sampling Location : 2. All sanitary waste units will be located in an area where the Likelihood Warm Water (Supporting Warm Water Fisheries) of the unit contributing to storm water discharge in negligible, Additions (b) In addition to (a) above, for each area of the site that discharges containment BMP's must be implemented, such as gravel bags or specialty CONTACT A MINIMUM [)F 72 HOURS Water Drainage Area, square miles to a receiving stream, the first rain event that reaches or exceeds designed Mastic skid containers around the base, to prevent wastes from PRIOR TO DIGGING 0,5 inches and allows for monitoring durin normal business hours contributing to storm Water dischages, The location of sanitary waste unite 1. 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER that occurs either 90 days after the first during event or after must be identified on the Erosion Control Plan Grading Phase Sheet by `s`�s06TECtr, HAS VISITED THE SITE PRIOR TO 'THE DESIGN OF THE E&SC PLANS. all mass grading operations have been completed in the drainage the contractor once the locations have been determined, �� area of the Location selected as the sampling Location, Whichever J p 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ 2. l7 CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND ALL come first • 3. Sanitary Sewer will be provided by Municipal Authority/Septic System at ATTACHMENTS WERE PREPARED UNDER MY bIRECTION Ok SUPERVISION IN the completion of this project. 50 ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED (ci At the time of sampling performed pursuant to (a) and (b) above, , 1.00-10 75 150 200 400 750 750 750 750 BASED UPON MY INQUIRY of THE PERSON ok Pek$oN$ WHO MANAGE THE if BMPs are found to be property designed, installed and maintained, HAZARDOUS WASTES : 14 �o4 SYSTEM OR THOSE hkSONS DIRECTLY RESPONSIBLE FOR GATHERING THE no further action is required, If BMPs in Any area of the site that INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY discharges to a receiving stream are not properly designed, installed 1, All hazardous waste materials will be disposed of in the manner UTILITIES PROTECTION CENTER KNOWLEDGE AND BELIEF TRUE ACCURATE AND COMPLETE. and maintained corrective action shaft be defined and implemented a ecified by local state, and/or federal regulations and by the I-800-282-741 1 10,01-25 50 100 100 200 300 500 750 750 I P y ' g LAM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING Within 2 business days, and turbidity samples shall be taken from manufacturer of such products. The jobsite superintendent, who SITE SIZE FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINp AND discharges from that area of the site for each subsequent rain wilt also be responsible for seeing that these practices are folloWed, - ACRES 25.01-50 50 50 100 100 200 300 750 750 IMPRISONMENT FOR KNOWING VIOLATIONS. event that reaches or exceeds 0,5 inches during normal, business p p Y Wilt instruct site eraonnsl in these practices, Material Saftey Data 3. "I CERTIFY THAT THE PERMITTEE�S EROSION, SEDIMENTATION AND hours until the selected turbidity standard in attained, or until most- Sheets (MSDS's) for each substance With hazrrdous properties �0 R G I. 50.01-100 50 50 50 1 00 1 00 150 300 600 POLLUTION CONTROL PLATY PROVIDES FOR A'4 APPROPRIATE AND storm event inspections determine that BMPs are property designed that is used on the job site will be obtained and used for the V �S T COMPREHENSIVE SYSTEM OF HEST MANAGEMENT PRACTICES REQUIRED installed and maintained, proper management of potential Wastes that may result from these {� �`p BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL products, An lyISDS Will be posted in the immediate area where Qa�2 .,..- FOR HEOSION AND SEDIMENT CONTROL ZN GEORGIA,", (MANUAN PUBLISHED such product Is stored and/or used and another copy of the PROFESSIONAL 100.01+ 50 50 50 50 50 100 200 100 JANUARY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF MSDS Will be maintained in the ESPCP file at the jobsite construction WAS JANUARY 1 OF THE YEAR IN WHICH THE LA OF THE RECE ACTIVITY (S) PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATERS) OR trailer office. Each employee who must handle a substance With x.1.O$ THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED hazrdous properties will be instructed on the use of MSDS sheets F�i'0I EF, N. SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN and the specific information in the applicable MSDS for the product 9 $C �' GAR 10EMENTS CONTAINED IN THE GENERAL NPbES PERMIT NO. he/she is using, particularly regarding spill control tec nrquea, GAR 100003,11 2. The contractor will implement the Spill Prevention Control and CERTIFIED BY: Mark A. �oewe1L Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled DRAWING NUMBER , Level II Certification No. 2104 materials, No spilled , hazardous materials or hazardoud Wastes LEVEL II will be allowed to come in contact with storm water discharges, CERTIFICATION If such contact occurs, the storm water discharge will be continued' on site until appropriate measures in compliance with N0. 2104 state and federal regulations are taken to dispose of such C..... 5 ISSUED 11-5-05 contaminated storm water. It shall be the responsibility of the job site superintendent to property train all personnel In the use EXPIRES 11-5-08 of the SPCC plan. 5 OF 5 SHEETS