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' 6%%111,00.0"‘ CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-5-2010 PERMIT#: 100006 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1602 JONES AVE OWNER NAME C.TOMMIE ADDRESS 1363 SPRINGDALE RD NE CITY,ST,ZIP ATLANTA GA 30306-2416 PHONE NUMBER CONTRACTOR NAME SOUTHERN AMERICAN HOMES INC ADDRESS 8173 OLD HWY 21 STE F CITY STATE ZIP PORT WENTWORTH GA 31407 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1100 OCCUPANCY TYPE P TOTAL FEES CHARGED $2,051.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $119,000.00 TOTAL BALANCE DUE: $2,051.00 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. r Signature of Building Inspector or Authorized Agent: _ ,_/, Ivy . 41ihr P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ffr k 01 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/24/2010 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#: 100006 PROPOSED USE: NEW RESIDENTIAL - SF MODULAR OCCUPANCY TYPE: P CONTACT NAME C. TOMMIE BOYD CONTACT ADDRESS PO BOX 871 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-0871 PROPERTY ADDRESS 1602 JONES AVE APPROVED BY: //) J P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 FIE =r r�r, davisenginc@bellsouth.net j ,1-0�= INVOICE December 18, 2009 Invoice # 20907101 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: 303 16th (Tybrissa) 12-18-09 1.0 hours @ $175/hour = $175.00 Total Due This Invoice r72-2-0' 62' /202- 2.24•-0 S 1 • '"psr ir.4 ?.2 of:". ci Ad • i-o J.L. --o QP py-a oct.- _` pal �o� __`` `i�`�Ci' �tee `3,�e� 31��2 d @e�G e�� a� ,.... IN,,„„0004 Is t�`�v�J�G�asO��a rah` o�e�912\ `g12�23� a�.Q`e�� ��•i��� fat\°e -,1 V S 2 P 5 Qr Fad �� LETTER OF TRANSMITTAL 3-a9 TO: Dianne Otto,Zoning Administrator DATE: December 18, 2009 FILE: 09-0207 City of Tybee Island P.O. Box 2749 RE: 303 16th Street Tybee Island, GA 31328 Tybee Island, Georgia We are transmitting H herewith, ❑ under separate cover,the following: ITEM ACTION VIA H Prints Q For your use Q Pickup ❑ Tracings 0 For review ❑ Air mail ❑ Specifications ❑ No exceptions taken ❑ Messenger ❑ Shop drawings ❑ Make corrections noted ❑ Correspondence ❑ Rejected-resubmit Q Other COPIES DATE DESCRIPTION 2 Construction Plans 1 Resolution Letter to Davis Engineering REMARKS: Attached are two revised sets of plan addressing comments by Davis Engineering. Call me if you need anything else. ('--1 /4/1"e_., BY: T Wilkins ¢`*G e �o� X \ �2 et`g eilleill°41�G �`�f'GCj,��Gon tee`eot9`a��t, Rp 3'2- �(60 \�*tx °Ce�G e��a� oisot-v .���' -ao a a� a�`G o�elg'�`Ll6 19NI-) �,( e�\ \te �G�•i`tor i�a�`'�� C,ta;� 2 Q' S sp Fay December 18,2009 ( =x , RECEIVED Mr. Downer K. Davis,Jr., P.E. Davis Engineering, Inc. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 RE: 303 16t'' Street,Tybee Island Dear Mr. Davis: Following are the resolutions to comments received from you office on December 18, 2009: 1. A Swale typical section has been added to the plans showing a 2' flat bottom swale with 5:1 side slopes. The entire lot is 0.11 acres. For drainage design purposes the Lot is divided equally in half. Please refer to the attached calculations for Swale sizing,pre-development and post- development runoff calculations. 2. The driveway for the subject property has been labeled to be constructed of a porous material and to be designed and built in accordance with City of Tybee regulations. Per your direction we will be forwarding the original plans to Ms. Dianne Otto for her records. Sincerely, r e , _ _, ,,,,,,, ,,,,, re' Wilkins DRAINAGE CALCULATIONS FOR 303 16th STREET TYI3EE ISLAND, CHATHAM COUNTY, GEORGIA EMC PROJECT NO: 09-0207 DECEM:;ER 2009 303 16th Street HYDROLOGIC REPORT TYBEE ISLAND,CHATHAM COUNTY,GEORGIA EMC PROJECT NO 09-0207 PRE DEVELOPMENT For the pre-development condition the site was assumed to be a wooded lot. The pre-development basin consists of the 0.11 acre lot draining toward 16th'Street and Jones Street. Pre Development Basin Physical Data Total Area=0.11 acres Wooded Soil Type= Chipley Urban Pre-Development CN = 77 Time of Concentration= 5 min. RUNOFF CALCULATIONS STORM PRE-DEVELOPMENT (CFS) 25-YR 0.70 POST DEVELOPMENT The scenario consists of a new proposed 2 story house with wooden decks and porous driveway. Post Development Basin Physical Data Total Area=0.11 acres Buildings, Gravel and Grass Soil Type= Chipley Urban New Post-Development CN=88 Time of Concentration= 5 min. RUNOFF CALCULATIONS STORM POST-DEVELOPMENT (CFS) 25-YR 0.83 For drainage design purposes the 0.11 acre basin will be divided in half. Thus for each sub basin the 25 yr storm run-off will be 0.42 efs. Based on the attached swale sizing calculations.a flow 4"deep @ S=0.67% is equal to 1.49 cfs,350%the required capacity for the 25 yr storm event. 303 16th Street HYDROLOGIC REPORT TYREE ISLAND,CHATHAM COUNTY, GEORGIA EMC PROJECT NO: 09-0207 PRE DEVELOPMENT For the pre-development condition the site was assumed to be a wooded lot. The pre-development basin consists of the 0.11 acre lot draining toward 16th Street and Jones Street. Pre Development Basin Physical Data Total Area=0.11 acres Wooded Soil Type=Chipley Urban Pre-Development CN= 77 Time of Concentration= 5 min. RUNOFF CALCULATIONS STORM PRE-DEVELOPMENT (CFS) 25-YR 0.70 POST DEVELOPMENT The scenario consists of a new proposed 2 story house with wooden decks and porous driveway. Post Development Basin Physical Data Total Area=0.11 acres Buildings, Gravel and Grass Soil Type= Chipley Urban New Post-Development CN= 88 Time of Concentration= 5 min. RUNOFF CALCULATIONS STORM POST-DEVELOPMENT (CFS) 25-YR 0.83 For drainage design purposes the 0.11 acre basin will be divided in half. Thus for each sub basin the 25 yr storm run-off will be 0.42 cfs. Based on the attached swale sizing calculations,a flow 4"deep @ S=0.67% is equal to 1.49 cfs,350%the required capacity for the 25 yr storm event. Channel Report Hydraf ow Express Extension for AutoCAD®Civil 3D®2009 by Autodesk,Inc. — Friday,Dec 18 2009 <Name> Trapezoidal Highlighted Bottom Width (ft) = 2.00 Depth (ft) = 0.30 Side Slopes (z:1) = 5.00, 5.00 Q (cfs) = 1.491 Total Depth (ft) = 1.00 Area (sqft) = 1.05 Invert Elev (ft) = 5.65 Velocity (ft/s) = 1.42 Slope (%) = 0.67 Wetted Perim (ft) = 5.06 N-Value = 0.030 Crit Depth, Yc (ft) = 0.14 Top Width (ft) = 5.00 Calculations EGL (ft) = 0.33 Compute by: Q vs Depth No. Increments = 10 Elev (ft) Section Depth (ft) 7.00 l 1.35 6.50 0.85 6.00 ® 0.35 5.50 -0.15 5.00 -0.65 0 2 4 6 8 10 12 14 16 Reach (ft) DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 daviseng i nc@ bel lsouth.net December 18, 2009 Jonathan Lynn RECEIV E® Planning and Zoning Manager r7g City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 303 16th (Tybrissa) for Southern American Homes Dear Mr. Lynn: I have reviewed the plan for the above referenced site by EMC Engineering Services, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. I had three comments I discussed with Tre &Alec. 1) Note the driveway to be porous. 2) Provided drainage calcs showing swales have adequate capacity. 3) Provide details or notes on swale side slopes, etc... Attached is the email with attachments. They are delivering to you hard copies of these. Based on this resubmittal, all comments have been addressed. To the best of my knowledge and belief, it is my opinion that this drainage plan meets meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Please contact me if you have any questions on this matter. Sincerely, %4"—X egitbs/ Downer K. Davis, Jr., P.E. President 2090710B Dianne Otto From: Downer Davis [dkdbus©gmail.com] Sent: Friday, January 08, 2010 12:04 PM To: Dianne Otto; Jonathan Lynn Subject: Fwd: site visits Attachments: 20900804.doc In repsonse to you email this morning. 1. Haywood Frye called to report that the Co at 8 Seventeenth Street has been extended with rock as requested. Corrective action acceptable. No new deficiencies noted 2. John Barr is ready for inspection at 1602 Jones Avenue. This one just needed the Co to be added since your first visit. Co was mostly completed. The Co was completed from the edge of the pavement into the project around 10'. The rest of the Co stone was in place but just needed to be graded down further(it was around 1-1.5'high) once some equipment inside the site was moved. I recommend this one be released. 3. Could you revisit the 4 sites that received violation letters and then discuss with Jonathan what enforcement measures he would want to use? The locations are: 17 Izlar Avenue, 13 Eighteenth Street, 19 Pine Street, and 1230 A &B Solomon Avenue. Izlar deficiencies had been corrected. Mack advised that the best way for us to notify him in the future was m ackkitchens(a�com cast.net. 13 18th Street has not been corrected. 19 Pine Street has not been corrected. 1230 A&B Solomon Avenue deficiencies have been corrected. 4. An invoice for the ice machine is needed. Sent under separate cover. 5. The walkway/patio work at 8 Palmwood Court is finished. Could you please recertify the drainage at the site? Attached. Please advise if you need any additional information on this matter. Downer 1 .40,,,t, „ , ,-( , ' --' . i ,,,,,.00",, CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW DATE ISSUED: 06/24/2010 PERMIT#: 100006 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1602 JONES AVE OWNER NAME C.TOMMIE ADDRESS PO BOX 871 CITY,ST,ZIP TYBEE ISLAND GA 31328-0871 PHONE NUMBER CONTRACTOR NAME SOUTHERN AMERICAN HOMES INC ADDRESS 8173 OLD HWY 21 STE F CITY STATE ZIP PORT WENTWORTH GA 31407 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1100 OCCUPANCY TYPE P O TOTAL FEES CHARGED $2,226.00 �,, PROPERTY IDENTIFICATION# 1/ PROJECT VALUATION $119,000.00 ENGINEERING REVIEW TOTAL BALANCE DUE: $175.00 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: g a- A A"..e/).- 19 I7 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 � � dkdbus(a gmail.com to -24-t INVOICE June 24, 2010 Invoice # 20907102 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: 303 16th (Tybrissa) 06- -10 0.5 hours Construction observations prior to driveway installation. Grading accepted. 06-16-10 0.5 hours Site observations and communication on improperly raised driveway. 06-24-10 n.c. Reinspection of grade adjustments at driveway. 1.0 hours @ $175/hour = $175 TOTAL DUE THIS INVOICE Based on my observations, to the best of my knowledge and belief, this lot has been graded satisfactorily and in accordance with the requirements of the permit. to-- J ( 337 (0 -2 J4r(0 . ( 0- 000G Ca-d 4 � �G � �G• ` 1 �5ti 0O�I e � 1°11111#11°11114111 G 0 3�` � �ne G eg cr e e 4ti G� A5o °� ( r N `Z t Jm0 ‘n \ 0A $ � 2V � ar Q' Sa e ° a+9t1 � , °� eiG,4�• • June 17, 2010 a�t `i Vag IR `' J�Nz11U c 1.City of Tybee Island '' Planning and Zoning Department Q....._ P.O. Box 2749 Tybee Island, Ga 31328 Attn: Ms. Dianne Otto RE: 1602 Jones Avenue Intersection of Jones and Tybrisa Tybee Island, Georgia Dear Ms. Otto: EMC Engineering Services, Inc. has reviewed the Asbuilt Survey prepared by Highland Surveying. Based on the information provided, EMC Engineering certifies that drainage system has been installed in general accordance with the original design. Certify means to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation. A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by contract or other means, including commonly accepted industry practices. If you should have any questions please do not hesitate to call me (912-644-3221). Sincerely, I , i 4,v64, L- J. Mark Mobley, P.E. Principal-in-Charge (P -21— / 0 Qona ;lea 40 1)o w „,,. lc • 43 ''. 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',7-:' ,:`,, 1.,-°42,.,"-, , I • - ' : . ,• ( _ ,.-- . . ,, ..,,.,:,.‘. /, ,-,:\. ‘.:.:,,q.". ,,,\.--- ,-,,,,.-+,, .....: - \-,..„2,•,... ,., , 1, :',.. , , ,, - „ v ...„ , . ,\ ' , • , , . •-' .., / ' / ,. , „, l\e/�_ y hY� y\' ..._ `City of )ee Island • Communit Develo 1e nt Dept. ���` \�►=Inspection Report Ems ,-// 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 a=� INTERNATON A L Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. $ > a CD P 9c-, Date Requested (V _- i - I Owner's Name Date Needed Gem Contractor Yvv.a ”, .- ---, ;,,.e c, Subcontractor Contact Information . 1 0 r 3 2 3 — i 1 (4,-) Project Address i LO e. Q rv2S AVe--. Scope of Work . n .0 h3 .z-...}� ' — ' r' -3 cIv /G..r- Inspector L . Date of Inspection ,. cO ° - Inspection $"e 00 a re ,(" C1).P Pass ❑ Fail Fee U Sa Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �'YBtE �5j 1\�\ °.t �� City of' )ee Island • Community Develol, ant Dept. I„ icy �y� tea, \ Inspection Report mak=r `` i % 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -�� Vm INTERNATIONAL �� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. ,_ % - ._.,) ,2; -) Date Requested Owner's Name '• Date Needed A "5-7 ,--) ,ils,- ,i,-, Gen. Contracto .a 7-' / cR 4-1- 4,1.49 t Subcontractor ---y--k \em Contact Information tT t ( ' Project Address L 2 Jo A.n S Ave. . Scope of Work . n 0 .0 J j (Y' ) 8 ,$ ) co-- Inspector 0-43 Date of Inspection (D I - I 0 Inspection - iv\ A Pass 0 Fail 11 Fee YTh 0 FPS --..\-- Inspection Pass ❑ Fail ❑ Fee n S v ( 09�' r, J 4 C mss- p ., , . . :.� e-,--4 5 r eq� N 3 v C .., Ie . ,) 1 " i Q ii ^5 _> ( ) 0,. r f D V -c-- - ,.r, t.„- --0-, c,, �, ACpo . rte-, Inspection - Pass 0 Fail ❑ Fee fG r, y --I eQ5 0„-, 1 0-- °. Inspection Pass 0 Fail ❑ Fee U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Thomas Boyd Policy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 1602 Jones Ave. City Tybee Island State Ga ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 34B Ward 5 Tybee Island A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.31.9900 Long.80.8500 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 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2. County Name B3.State Tybee Island 135164 Chatham Ga B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051 C 0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. 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,AR/A,AR/AE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SiteVertical Datum NAVD 88 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)17.5 ►ZI feet ❑meters(Puerto Rico only) b) Top of the next higher floor N/A. ❑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) N/A. ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.2 ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.2 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.2 IN feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.4 ®feet ❑meters(Puerto Rico only) structural support 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. /certify that the information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.0 Check here if comments are provided on back of form. We re latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name Carter M.Patillo License Number GA 3114 Title R.L.S. Company Name Highland Land Surveying Address 4 Talmadge St. ity Rincon State Ga ZIP Code 31326 Signature 7 �►:. / •ate 5/27/10 Telephone (912)412-4693 in FEMA Form 81-31, Mar 0', See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the c esponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,_,(d/or Bldg.No.)or P.O. Route and Box No. Policy Number 1602Jones Ave. City Tybee IslandState Ga ZIP Code 31328 Company NA1C 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 Item C2e is an A/C stand located at the right rear of the residence. Signature _%IF"' I% Date 5/27/10 4 il.,, ® Check here if attachments SECTION E-BUILDING E VATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items El-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,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 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 ❑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,B, 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 G8 and G9. G1. ❑ 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.) G2.❑ 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. El The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1602 Jones Ave. City Tybee Island State Ga ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front 5/27/10 'T. . , �`� ..E`' -r a ! - ry.Ss. r .a * '"' f ` .� is .' ..lr *" L _ ' .� 4:16;:.**:7;1:140.-t: ::*-4. . . - :.' .., - ' ,, r v t t W �M IP4. _sil ',, r ji 'il' � i` ,1� - r • _ . n p •L III,V ' . t { .,c e )'la It �I •o i nr.w. F • - - '�•f. .•— .- •_ 4 .• , • " .._ '' • :: .I ' . ✓ .»,-f.':. , .RAN. .. Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1602 Jones Ave. City Tybee Island State Ga ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and"Left Side View." _� s Lr + y'; M1- F r X b - L _ - is .0% `' — __ ;stir — }y f� _ i ' ,.. , - l''' 1/4%iilki ; '' '''''' ' ...4 ..2. '1► , K -.- YTh.- +tit `a.F M q• t:‘,. L =tr ^y N, . .. '�i r 4.4• • 4, Rear 5/27/10 1 W \ ���� ,\y) City oft,,, ee Island • Community Develo, ent Dept. ���� ' x Inspection Report ��- / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Nu* \\n INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit Flo. /O- }e Date Requested / -7 F0 Owner's Name E0/>:) Date Needed 6:/// / o Gen. Contractor ,. .4-14/754-246e:), 40/i Subcontractor i Contact Information ` o `16 -7,/I 4-1 Project Address i 6O )4).(377.-__ Scope of Work X-) E,LA.) !- 1,44 rr . Inspector /2)q Date of Inspection f,_ /;="2 /! Inspection �- _ Pass Ei Fee Inspection r - )2_. Pass Fai Fee --- i'-vu3$' 1 i'40/;l7. c s (J,2), '° (4740) � / eNss MI • Inspection, (- Pass Fail Fee i ES _ r--"7 "°�Q PS S Inspection > I-- - )(-- Pass 1214ail ee 4 TX Result Report P 1 06/14/2010 12:34 Serial N0. CM35228060004 TC: 188218 Destination Start Time Time Prints Result Note Georgia Power 06-14 12:339 00:00:43 9g001/001 OK gg Note MIX: Timer inal_TX11CALL:RManual T XnaCSRCZeCSRCtg1FIUD:FForwar"d. PCrasC-Fax RLY: Relale-MBX: Confiidentiiaal, CUL: BulietinC1SIP: SIPnFax.FIPADR:FIP Address Fax.rx, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. JII---. e. RELEASES FOR ELECTRIC SERVICE FROM TICREE ISLAND FOR SAVANNAH ELECTRIC_ FAX TO: Lyaa Brennan 9-441:=94.4=35-37 Phone om 91.2 o oS 1 �- 0 0 c (ors Location Address: b O Z 75-7,n �� . ��Q , Lot# Release Date: (C)—( ¢ of Release: Temporary Po Type p ry Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Hasi sl: J >d.er S T5 Phone Number: QTs2 c f$?4R§F O A-M"V■L71 L ‘7 2. 2 - - 7 CO Q 3 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwaerfBuilder: Phone Number: riN W1-1-4111N RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 95-37 Phone 912= 30(0-230S eQ+ky 34- 2,23 1D- 000 Location Address: J to 0 2 Jo r-t-S A\P2, . Lot# Release Date: (p-I 14--i 0 / .r.^to Q o .. e.s Type of Release: Temporary ,/ Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Br: {-N a ry a 5 �� d Phone Number: S. 04-4,0-0 4 �' L c 1.• T'L Ni-5 -9-1 (3 Q 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: ,lhE_,,„y\ City of 7ybee Island • Community Development Dept. It" „Y `r, i Inspection Report ���� i/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 sun* gin„ y' Phone INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL / / MEMBER Permit No. Date Requested // f Owner's Name ' /i Date Needed .47 74//// // ) Gen. Contractor . 441%7G4`) rf1 Subcontractor Contact Information JO/Jk\ 9 ° /mot' Project Address IG:9O 2.. JJD Scope of Work Ot t=_ . _ >F-° � Inspector l Date of Inspection/ '�//'3 Inspection 7' 2-2 �01,J r�Z Pass F. 0 Fee 1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee (i--7,'4�,r ,°,\ City of 1 ee Island • Community Develop ;nt Dept. a�`� : 1 ■I Inspection Report i"� ,~ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ��, ,% INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' /, 1 MEMBER Permit No. 1/) - 1-,),/-, Date Requested -/- -i • , ,J _7 I Owner's Named /:a Date Needed -- // I Gen. Contractor ? T!2 14-01 is O `\Subcontractor i 1 J 4.:-S .� / Contact Information \ /.? -r72 3 • 2//44 Project Address l 60 f_' \)1)0 6)1_ Scope of Work . 01-,i_.) -r- 1 'r , ,_ Ill T, / Inspector '7 I ,� Date of Inspection C / / D r Inspection "-'g. �`°5` "" 1 C,YVI -Pvi Z ° Pass ❑ Fail n Fee sal c) Z. {20 ) '>r� ,z.z-{) �01 cf)-4' r--,,-,z. 6 ouc v.1 7.0u 3 O.5 COOr x=‘t p tai ) /--) 14t5"-'79F-cztet5i S. Inspection Y n F--- ojL Pass ❑ Fail 0 Fee 10(3 1,.).(a---4C-4-re-&(5- -7-120\p-ipt IN bors1%... IA N\DI IN4‹ 1 <Th6rt 1/.-' `,, t).'.- f 3 Z--C-47&) (C) 0.,--(. .-Iva. '‘,)3) 4- *NIL Inspection f I' "" ' • Pass Fail Fee g l f �} El I 41 \?) U \ /:/ OIL in edrion L> 1° " Pass 0 Fail Fee no() / \\:11/44)P )-1 it le-q( --prc:-A)Trz.- -retCV-cl 6),,„./L,..).: 0-E 1 141 , ��1 L/'' \. 1 , 4 , Alrgo City of Tybee Island • Community Development Dept. 1 41 to untrra •••• Inspection Report 403 Butler Ave. • P.O. Box 2149 Tybee Island, GA 31328 5, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 5 c: Permit No. L,/ — 0 C.).- Date Requested _ ±:121.0 Owners Name ..--.1t?) 00 A Date Needed j4: 27 - i(e) Gen. Contractor /..-\,moy 0 ANL5 Subcontractor Contact Information (-1 (Th h a r I i Project Address j 0 3 2 A .'!" Scope of Work Inspector 1/4 „ Date of Inspection / Inspection J(Qh elL2 C- , Pass " Fail El Fee 4zp.ss Inspection_ S Fa e'De ci Lo CiCkj.)nS Pass Fail 0 Fee inspection Pass Fail El Fee Inspection Pass 0 Fail Fee _ _ Dianne Otto ( 0— O O 0 From: Dianne Otto Sent: Tuesday,April 20, 2010 1:33 PM To: 'JOHN BARR' Subject: RE: UNDER CONSTRUCTION ELEVATION CERTIFICATE 1602 JONES John, Got it. When the elevation certificate for Finished Construction is prepared, have the surveyor change the address from 303 Tybrisa to 1602 Jones Avenue. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: JOHN BARR [mailto:bbhsging @yahoo.com] Sent: Tuesday, April 20, 2010 1:25 PM To: Dianne Otto Subject: UNDER CONSTRUCTION ELEVATION CERTIFICATE 1602 JONES HI DIANNE, THIS IS THE UNDER CONSTRUCTION ELEVATION CERTIFICATE ON 1602 JONES AVE. IF ANY QUESTIONS PLEASE CONTACT ME. THANKS JOHN W BARR JR. 1 ID - 0 °o40 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 1 OMB No. 1660-0008 Federal Emergency Management Agency 1 Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Thomas Boyd Policy Number A2. Buildin Street Address(including Apt.,Unit uite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 303 a St. j (p 0 • J c, na < A✓Q - y Tybee Island State Ga ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 34B Ward 5 Tybee Island A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.31.9900 Long.80.8500 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 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham Ga 64.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051C 0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other(Describe)_____ B11. 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 LCBRS)area or Otherwise Protected Area(OPA)? ❑ Yes © No Designation Date _ _ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATIO ( EY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* © ; '.in. 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,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SiteVertical Datum NAVD 88 Conversion/Comments __ Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 17.52 N feet ❑meters(Puerto Rico only) b) Top of the next higher floor N/A.-___ - ❑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) N/A.____ __ ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building NN/A.: ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.Q ©feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 7.0 © feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A._ ❑feet ❑meters(Puerto Rico only) structural support 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. /certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.0 ' •R ` Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a r GIST_ licensed land surveyor? © Yes ❑ No q1 /• <e ,X141 X7'0. . Certifier's Name Carter M. Patillo License Number GA 3114 ii-il.f •. ' ,..,1 Title R.L.S Company Name Highland Land Surveying !7 �•- • Address 4 Talmadge St. City Rincon State Ga ZIP Code 31326 ;,Nr �C, -�i. 2° v i2 7- �5 3 l FEMA Form 81-31, ar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 303 Tybrisa St. City Tybee IslandState 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 - Signature ��� Date 4/20/10 r t / © Check here if attachments SECTION E-BUILDING ELEVA' ON INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-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,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is __:____.: __ ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 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 ❑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, B,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 G8 and G9. G1.❑ 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.) G2.❑ 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-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: __. _ ❑feet ❑meters(PR)Datum _._.;_-_ G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum _-_:__ G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name -- " Title Community Name - -- Telephone ---" Signature __ "� - Date Comments _- - ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 303 Tybrisa St. City Tybee Island State Ga ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front 4/20/10 . J w •. S' ` j.,a—,, , 44 —.. '..: 'I.".4'1::14'.'t. At;.,' .°);j1 : ‘,..ty.. ; - " A L: 1 0_ r I s b 1 �` i r - -•. , _ . .iiit..,_ . ,. __ ___ . ____iiiiii Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 303 Tybrisa St. City Tybee Island State Ga ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View" and"Left Side View." +• +1. `c i• ,1111 t :'; I' a it ei l `i / .L . if, .;r +" Y R� Y!'` I� tt ' � +Anil"- k � ' +. • C3 ...� 1 ■ .;,. kc -killeFirk- ' -....,,,d r. ...1 p . , I 111..:,.. -___I: /, ,_ _ II ,. 1,;:i 44,r. __ , ..y OS ` 9: i Y _. Rear 4/20/10 As- built survey required a after Framing inspection, before Insulation and Finals. CD) scaot\i,‘ ‘ ‘ ‘ (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee Island,Georgia an as-built certification of the regulatory floor elevation or flood-proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures,said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk_ The Building and Zoning Department Tybee Island,Georgia shall review the above referenced certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. Dianne Otto From: Jonathan Lynn Sent: Monday, April 12, 2010 1:11 PM To: Diane Schleicher; James W. Price; Skip Sasser; Joe Wilson; Mary Hogan; George Reese; Woody Hemphill; Todd Smith Cc: Dianne Otto; Chantel Morton; Michael Bodine Subject: Power Outage for Thursday, April 15, 2010 Just for - - s e to be a are as I am sure that we are going to get some questions come our way bu on Thursday, April from 12-3pm •e,ver will be out in and around the 1600 block of Jones.The reason is that GA Pow- •- •_ • off a e. ---• ing some of the lines in order for a home to be moved in to the area at 1602 Jones.They will try to have th- power restored as quickly as they can but right now they are estimating the power will be off for 3 hours at this point. We will be tweeting this and hopefully have it posted on the website beforehand because after all that is tax day! fttom` Z � 3 'MD -� Dianne Otto From: JOHN BARR[bbhsging @yahoo.com] Sent: Monday, April 19, 2010 7:33 AM To: Dianne Otto Subject: HOLD DOWN ADJUSTMENT/ 1602 JONES DIANNE, PLEASE FORWARD TO RAY, AS I DO NOT HAVE HIS EMAIL ADDRESS. I TALKED TO RAY FRIDAY AND HE TOLD HIM I WOULD FORWARD TO HIM. THANKS JOHN W BARR JR. --- On Thu, 4/15/10, Eric Jenkins <ericj38(ii bellsouth.net>wrote: From: Eric Jenkins <ericj38 @bellsouth.net> Subject: Re: calculation/hd2 hold down To: "JOHN BARR" <bbhsging@yahoo.com> Cc: eric jenkins @emc-eng.com Date: Thursday, April 15, 2010, 6:52 PM John, I have reviewed the lateral resistance analysis from Adrian Homes. Based on the analysis the masonry column to timber rim rail connection should be designed to resist 3,880 lbs of uplift. The existing Simpson CS16 strap has a capacity of 1550 lbs attached with 8#10 nails. To achieve the required capacity we recommend installing a Simpson HD5 holdown connector attached to the existing anchor bolt and connected to the rim rail with two 3/4 inch diameter lag bolts a minimum of 3 inches long. This connector will have a holdown capacity of 3,850 lbs for a total holdown capacity at each column of 5,400 lbs. Please let me know if you require additional information. Eric L. Jenkins, P.E. Geotechnical and Foundations Engineer EMC Engineering Services, Inc. Original Message From: JOHN BARR To: erici38bellsouth.net Sent: Thursday, April 15, 2010 4:44 PM Subject: calculation/hd2 hold down ERIC, THE STRAP WAS 1 1/4 INCHES WIDE 16 ga. JB 1 ••11.. City of Tybee Island - Community Development Dept. , Inspection Report 403 Butler Ave. • P.O. Box 2749 = Tybee Island,- GA 31328 , • s, Phone 912.78(.4573 ext. 114 • Fax 912.786.9539 Permit No. 42- Z..)42:-.y; Date Requested //e/t) Owner's Name 7,.; 9-hy r(L., . Date Needed / Gen. Contractor nOCittcontractor Contact Information 7. / Project Address j123._:21 / Scope of Work '7E-.44-) P"";-70e3N-V7/ Inspector -7/e) Date of Inspection Inspection IC,-;7'0-79'904; -• Pass ErFai. rw/ Fee Inspection Pass 0 Fail .0 Fee Inspection Pass Fail Fee Inspection Pass Fail Fee es. • i• ,st" 9 g t e t v City of Tybete Island • Community Development Dept. , ,s, , „ :.-; . Inspection Report flint.r.s- t' Z r, :- 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.7845.9539 ,;r:X;':,■0(-J ——--_- / Permit No. 4,2 - ,. /_....r..2 (,;:, Date Requested Owner's Name ZalLth'it...-. Date Needed _ '''.>.:2 :11/7/ ei741-4) Gen. Contractor , , --744ve.,5 Subcontractor i Contact Information Project Address ":),41".J ._ _r/3 _ Scope of Work itiZ2,.) ,.'"_5/1-7 ii7e)6)tiheZ .____..„. Inspector 1/q / Date oJnspectio - _ ItV 0 -,----- Inspection ---,/ Pass Fail 0 Fee. / . 40- ',fk.)4),-6e- -10 -4,10101re;i 47)(i-r:e1-5:-?'1 fr1)446 kr „r-_-.06,;...‹:: Y - (...,.- 4a,...D -)97,1 /04 p [3,0/axz a: (-----r-x7t,-) , 4 / Inspection Pass Fail 0 Fee ( , \ Inspection Pass Fail 0 Fee \,s7 Inspection , , Pass Fa Fee 1 I 1 - 0 `C) C 10 CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING P,RMIT RECEIVED ' } lief of building plans f1 co of survey showing g /.; d elevations&flood zone `‘ $250 plan deposit *OZ. -Z r Avg. Location: .m/Ir/ is'1!'lL T_ PIN# NAME ADDRESS TELEPHONE Owner 7'44, e 9/0 7 Architect or Engineer Building .5.0,-i"-Ale"-' ./2 ,d Ij .,. a.. SO , ' OVA/ay 4/° Contractor X �S z vV g62 9lcfs (Check all that apply) stew Conruct n rvliflP" esidential I I Other le Family aoca-r. Duplex Multi-Family 22D�� n Commercial Details of Project: &/.s 226 "e- 1 , ,/k)2, Estimated Cost of Construction:$ //', (S eC Construction Type / (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry (3) Brick Veneer Proposed use: Remarks: (i J?i G':.. J )l c,''s `__ O.fit- 1,w j._. 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 i #Bathrooms Z Lot Area Living space(total sq.ft.) //r O C) #Off-street parking spaces Trees located&listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front _t) Rear AC) Sides(L) /0 (R) l'6 #Stories / Height s 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 .4 /'e On-site waste and debris containers will b provided by ,e f a i/i/ • Construction debris will be disposed by f 4,7rdy,: by means of '7=5;4.e,e!. 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: /2 /6 -- % Signature of •pplicant: Note:A permit normally takes 7 to 10 business da s to process. The f following is to be completed by City personnel: Zoning certification ' Z NFIP Flood Zone Ae Z 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: (� S._ ature Date Permit FEES '/ Zoning Administrator i t 4 Code Enforcement Officer ,S � AI _!l� , Inspections Water/Sewer y// Arir • Water Tap e c i ... Storm/Drainage .:tad L77, 1 Sewer Stub Inspections / ' Aid to Const. City Manager CC Recovery Qx; ,:i 'a5o c -0 32eo TOTAL -D`a.mast. n 110 S s�. S'a p,D 5 xf. 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:---1"' N� � '�- a�/ ' ..2 111?e,k) 0•Li 4._ 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. -7 °r~ Location of Work: f 4/'S Gc 5- % Owner's Name: �j� C "y e .2�� 6 y Address: [[ ��✓xJ/`S ] r / Contractor's Name: /,1� 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. T.er eivIC 010ct tc..o BFE Acknowledged and agreed to this f day of C---- ,20 (i f fletg.,„ •caner/Contractor Signature � � G.e c*`., 4,o mid. e/r.i.. /'-"- .ri t-^ i wner/Contractor Printed Name `��/ r�` STATE ENERGY CODE AFFIDAVIT Location of Work: /y G 2,`5 Owner's Name: N,1A6 -9914. ,• 7 Address: / 4/),(.5 ,I� I/ A Contractor's Name:,S opt 0/t/u �u"� - }PI . td c �l 6 y G p 6. This letter is to confirm the understanding of the owner I 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. Cy �j'� — /4 521,e � G�i�Zc'L , / F r wn is Signature i` Date 70,14 5 J . , 6 yD Owner's Printed Name Co, actor'7 Signature Date OS EP hi— YVI Contractor's hinted Name CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT Temporary Electrical Service Affidavit RECEIVED Location of Work: 6 / y /%')/s'!_'__. Owner's Name: f' ©=02"2G--9 -, c Zoc, Address: '-). (2 2 ,> y lst,',.,S0 Contractor's Name: rte'! VD. ) `re,/ 7 , _ , 4 c 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. Iii ".• .4_I . / it • /-2- a C - Dr • , 'ler's Signature / Date tie -.)-.? - 406 -4..7-'/2__ Owner's Printed Name C' 4 ■ } .10.■ .i - /2 > Z e , / C•, .ctor s Signature - Date i....- d ' .' Ai L_ Y A1.1)` Contractor s Printed Na..e \) .\\\ .\. s._ ''' r c\� . `'N\c,..) / _ 2c)— ,c,' ,' Witness's Signature Date r. Witness's Printed Name CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: Owner's Name: Address: Contractor's Name: This letter is to confirm the understanding of the owner I 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 . •quipment installed within the structure." . It is understood and agreed by the undersigned t',t the issuance of temporary power DOES NOT onstitute the approval to occupy the stru tures.A 16-rtificate o Occupancy must be issued by City of Tybee Island prior to the struc re being o upie• The owner/contractor is hereby held respon ible for a ' v ,lations to this policy.A violation of this po'cy may result in discontinuance of the electri .1 servi Owner's Signa re Date Owner's Printed Na Contractor Signature Date Contractor's Print d Name 'tness's Signature Date Wi ,ess's Printed Nam—me CITY OF TYBEE ISLAND SUBCONI RACTOR LIST Location of Work: [% Owner's Name: \_ /.7''/ i, lJ y L Address: ,) ,/y 444 Contractor's Name: 1 s(. List the company name,business type,address, license number,contact person and phone number of all participating subcontractors. / fit:/e1/_/3'°3�.°kl 1r lFi ,e4 1. Company yj ,e ('el:6..L"-Awe/prr C''0 Business Type e.41// Address 977,, /% G),Ar _ ;/'Ye'4,License Number 7 'l Contact Personn_544/ s Phone Number t0 __ ca c 9 76/40 2. Company {)',f aii /',it'� Business Type i �i.e..r/// /I/ Address 5''�14'' AI-"icense Number 2 Z-0 Contact Person 4®/(1/i>,/1,/ . 7 j47hone Number 92 - r/3 � / Business Type . Company ✓�.�� �.C _ YP ! z Le r q/ -i. ,'a Address ,e , ,¢f ,�r� I3C 2 License Number /Z.,D 2 Contact Person A,-- i j f S Phone Number / - d 2J S 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed RQturrk To: Sly Tht mas Hudson, Esq. � 55.S5 317 West York Street EDiFO 11ORD 3 Savannah GA 31401 FILED FOR RECORD O 4-1291 009 12:02 o rfc 231-6596 PAID. Y12.00 STATE OF GEORGIA ) na-n121 w. mosey, irk Superior- Court of Chatham County COUNTY OF CHATHAM ) an County, Ga_orgi- EXECUTOR'S DEED c„s ti THIS INDENTURE,made and entered into this /9f- day of A pr j/ ,2009, •:=• c CI by and between THOMAS OLIN BOYD,JR.,as Executor under the Last Will and Testament of CHARLES DANIEL TOMMIE;deceased,as Party of the First Part,and THOMAS OLIN c=i -v BOYD;JR.,Beneficiary under the Will of Charles Daniel Tommie,as Party p y arty of the Second Part. rn WITNESSETH: Whereas,CHARLES DANIEL TOMMIE,died testate on October 25,2008,his Will F i being duly probated in Solemn Form in the Probate Court of Chatham County,Georgia by Order dated April 6,2009;and Whereas,pursuant to the terms of said Last Will and Testament of the said CHARLES DANIEL TOMMIE,deceased,THOMAS OLIN BOYD,JR.,was appointed Executor of the Last Will and Testament of Charles Daniel Tommie;and Whereas,Charles Daniel Tommie departed this life on the 25`h day of October,2008,in Chatham County,Georgia;and Whereas,under the terms of said Will,the said Executor,is conferred the absolute authority to administer the Estate without the requirement of making any bond,returns, appraisals,inventory or accounting and is further relieved from obtaining the order of any person or Court in administering said Estate;and Whereas,the Estate of Charles Daniel Tommie was not of sufficient value at the date of a his death to have assessed thereon Federal Estate Taxes or Georgia Inheritance Taxes;and Whereas,said Executor,for the payment of debts of said Estate and for the further purpose of distribution of the remaining assets thereof,has found it necessary to exercise his authority under said Will as aforesaid. NOW,THEREFORE,pursuant to said Will,the Party of the First Part,for and in consideration of the sum of Ten Dollars($10.00)and other valuable considerations,the receipt whereof is hereby acknowledged,does hereby grant,bargain,sell and convey unto the said Party C7 a of the Second Part,his heirs,successors and assigns,all of the following described real property, .t to-wit: C ALL of that certain lot,tract or parcel of land situate,lying and being in Savannah Beach, U1 Tybee Island,Chatham County,Georgia,and known upon the map or plan of said Town ni as Lot 34-B,Ward 5,and being bounded as follows: On the North by Sixteenth Street; on the East by Lot 34-A,said Ward;on the South by Lot 35-B,said Ward;and on the West by Jones Avenue,formerly Third Avenue. 'f t TO HAVE AND TO HOLD said property,together with all and singular the rights, a members,hereditaments,improvements,easements and appurtenances thereto belonging or anywise appertaining unto the said P arty of the Second Part,>his heirs,successors and assigns,so that neither Party of the First Part,nor his heirs,successors,and assigns,nor any person or persons claiming under him shall have a claim or demand any right to the above described real property or its appurtenances. • IN WITNESS WHEREOF,the Party of the First Part has hereunto set his hand and seal on the day and year first above written. THOMAS 0 BOYD,J'_, .E E ecutor under the Last Will and Testament of Charles Daniel Tommie,deceased Signed,Sealed and Delivered i pe presence of` '� /• ,c) i I 1 itness ' 40'," . � ! NOTARY Notary Public SEAL NOTES: 1) ANYTHING SHOWN OUTSIDE THE DEFI■ BOUNDARY IS FOR REFERENCES DESCRIPTIVE PURPOSES ONLY. D.B. 350 T PG. 51 2) THE PUBLIC RECORDS REFERENCED WERE USED FOR THE PLAT OF LOT 34—B WARD 5 ESTABLISHMENT OF THE BOUNDARY OF T1-/IS PROPERTY ETT SR. DATED 7/6/87 THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. BY BERT BARRETT 3) THIS PLAT WAS MADE AS AN AGREEMENT BETWEEN THE SURVEYOR AND THE CLIENT. NO THIRD PARTY USE EXCEPT FLOOD NOTE: AS AUTHORIZED. THIS IS TO CERTIFY THAT ACCORDING TO 4) ALL WETLANDS ARE UNDER THE AUTHORITY OF THE U.S. ARMY FEMA FLOOD INSURANCE RATE MAP:13051 C CORPS OF ENGINEERING AND/OR GEORGIA DEPARTMENT OF NATURAL RESOURCES. NO DISTURBANCE TO THESE AREAS COMMUNITY PANEL NUMBER:0326F ALLOWED EXCEPT AS PERM!IILD. AND DA TED: 9/26/08 THAT THIS PROPERTY 5) NO ENVIRONMENTAL OR SUBSURFACE INVESTIGATION TO INDICATE IS LOCATED IN ZONE: AE' 144711 A BASE AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. FLOOD ELEVATION OF: 12' 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY/ALL APPLICABLE M.S¢. "1988," DATUM MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. 20 10 0' 20' 40 V To 4it- PP �� • W� \ ! �4YRTL C U T `''�.. SCALE 1" =20' 0. 0 co WARML I ER // o° i 4 Op., E _S (6°.00, ----- >: 7.28 I 14' WOODEN FENCE S IRE 7. 4' CI1AIN LINK FENCE ® o 4u 0 4630.8 Sq. Feet 14 PP 0 0.11 Acres 7.24 / ° 7.22 20" SYCAMORE /, - 6 / ��a 16" PALM 26 TS °p" w� / .3 THIS IS TO CERTIFY THAT THIS SURVEY WAS 7.42 MADE UNDER MY SUPERVISION AND THAT IT �' -__ 16" PALM I 0 6" POPLAR IS A TRUE REPRESENTATION OF THE LAND AND THAT IT CONFORMS WITH THE MINIMUM 14" POPLAR STANDARDS REQUIRED BY LAW. "•'V 16" PALM G1 16" PALM GLSYEReLA� ADDRESS:303 TYBRISA ST. 7 F3 CMF Are" PROPERTY IDENTIFICATION NUMBER:4-0008-14-001 r, �� �� . EQUIPMENT USED:TOPCON TOTAL STATION TOTAL AREA: 4630.8 SQ.FT 0.11 ACRES PRECISION PLAT: 1/INFINITY PRECISION FIELD: 1 35,000 CI •∎® 2B/J1 PRECISION ANGLES: 05" PER ANGLE POINT 'Ci'At P���� l ADJUSTMENT METHOD: LEAST SQUARES FIELD WORK COMPLETED:9/24/2009 CARTER M. PATILLO, GA.rvR.LS. NO. 3114 HIGHLAND 1a T Fl 7 �9 �r 1l SURVEYED FOR: THOMAS OLIN BOYD, JR. SURVEYING,�1VL �s�f1�V�Lf� A SURVEY PLAT OF LOT 34—B WARD 5 TYBEE ISLAND CHATHAM COUNTY GEORGIA 4 TALMADGE RD. RINCON, GA 31326 DRAWN BY: TM. CHECKED BY: C.M.P. (912) 412-4693 (912) 655-6759 highlandtechservOgmail.com SCALE: 1" = 20' DATE: 9/28/09 FILE: 09037 SHEET 1 OF 1 NOTES.: 1) ANYTHING SHOWN OUTSIDE THE DEF,,._J BOUNDARY IS FOR R,E'FERENC& DESCRIPTIVE PURPOSES ONLY. D.B. 350T PG. 51 2) THE PUBLIC RECORDS REFERENCED WERE USED FOR THE PLAT OF LOT 34-B WARD 5 ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. BY BERT BARRETT SR. 3) THIS PLAT WAS MADE AS AN AGREEMENT BETWEEN THE DATED 7/6/87 SURVEYOR AND THE CLIENT. NO THIRD PARTY USE EXCEPT FLOOD NOTE: AS AUTHORIZED. THIS TH IS TO CERTIFY THAT ACCORDING TO 4) ALL WETLANDS ARE UNDER THE AUTHORITY OF THE U.S. ARMY THIS FLOOD INSURANCE RATE MAP:13051C CORPS OF ENGINEERING AND/OR GEORGIA DEPARTMENT OF FEMA NATURAL RESOURCES. NO DISTURBANCE TO THESE AREAS COMMUNITY PANEL NUMBER:0326F ALLOWED EXCEPT AS PERMITTED. AND DATED: 9/26/08 THAT THIS PROPERTY 5) NO ENVIRONMENTAL OR SUBSURFACE INVESTIGATION TO INDICATE IS LOCATED IN ZONE: AE' WITH A BASE AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. FLOOD ELEVA710N OF: 12' 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY/ALL APPLICABLE as,4. "1988," DATUM MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. 20 10 0' 20' 40 2 PP �� • ,4YRTLE CLUSTER" SCALE 1" =20' W �\ , Et o / WARMETER co o I RP �. 70' T �BRISq• Lxr I o 14 p0., f Sr (6p.0o• `O 6.98 R/k,) 7.z� / �� "OPLAR CLUSTU / / 7='). 7.28 I 4' WOODEN FENCE IRP / 7 : 4' CHAIN LINK FENCE o �� 4630.8 Sq. Feet 4:7 I4 PP /I o° 0.11 Acres 7.24 7.22 `� 49(20" SYCAMORE AVERAGE ELEVATIQ _� /IC"ALLOWED 17• �- .._ n . PALM 26 75- 06-;; / THIS IS TO CERTIFY THAT THIS SURVEY WAS 7.42 r3 MADE UNDER MY SUPERVISION AND THAT IT 16" PALM 6" POPLAR IS A TRUE REPRESENTATION OF THE LAND °\ \ AND THAT IT CONFORMS WITH THE MINIMUM 14" POPLAR STANDARDS REQUIRED BY LAW. 1%.i�! : 16" PALM PR GI, ':,1. 16" PALM co G�STERfd ADDRESS:303 TYBRISA ST. 7133 CMF _A AV/ PROPERTY IDENTIFICATION NUMBER:4-0008-14-001 j N. Mir �. EQUIPMENT AREA: 4630.8PSQ.FT 00.11 ACRES PRECISION PLAT 1/INFINITY O q // PRECISION FIELD: 1/35,000 y p �‘, / Z 8/a 1 PRECISION ANGLES: 05" PER ANGLE POINT M PAS ((( ADJUSTMENT METHOD: LEAST SQUARES FIELD WORK COMPLETED:9/24/2009 CARTER M. PATILLO, GA. R.L.S. NO. 3114 SURVEYED FOR: THOMAS OLIN BOm, JR. HIGHLAND LAND SURVEYING, LLC A SURVEY PLAT OF LOT 34—B WARD 5 TYBEE ISLAND CHATHAM COUNTY GEORGIA 4 TALMADGE RD. RINCON, GA 31326 DRAWN BY.. T.M. CHECKED BY: C.M.P. (912) 412-4693 (912) 655-6759 highlandtechsery gmail.corn SCALE: 1" = 20' DATE:: 9/28/09 FILE: 09037 SHEET 1 OF 1 ._ ._.______._„...____„.. .. . ... . . .. ___............__ ...._..._ NOTES: 1) ANYTHING SHOWN OUTSIDE THE DER BOUNDARY IS FOR 01-a_E DESCRIPTIVE PURPOSES ONLY 0 B. 350T PG Si 2) THE PUBLIC RECORDS REFERENCE!) WERE USED FOR THE PLAT OF LOT 34-8 WARD 5 ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY THEY ARE NOT AND DO NOT CONSTITUTE A TIRE SEARCH. BY BERT BARRETT SR. 3) THIS PLAT' WAS MADE AS AN AGREEMENT BETWEEN THE DATED 7/6/87 SURVEYOR AND DIE CLIENT NO THIRD PARTY USE EXCEPT fii0.912 NOTE: . AS AUTHORIZED. 4) ALL WETLANDS ARE UNDER 1/IF AUTHORITY OF no- U.S ARMY THIS IS TO CERTIFY THAT ACCORDING TO CORPS OF ENGINEERING AND/OR GEORGIA DEPARTMENT OF FEW FLOOD INSURANCE RA 7E MAP:13051C NATURAL RESOURCES. NO DISTURBANCE TO THESE AREAS COMMUNITY PANEL NUMBER:0326F ALLOWED EXCEPT AS PERMITTED. AND DATED: 9/26/08 THAT THIS PROPERTY .5) NO ENVIRONMENTAL OR SUBSURFACE IN VEST/GA DON TO INDICATE IS LOCATED IN ZONE: :4E' KITH A BASE AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. FLOOD ELEVADON OF: 12' 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY/AL! APPLICABLE M.S.‘.. "1984" DATUM MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. .?.0 1ó1 o' 20' 40 td 1/1. fix j:r, T"!!---5'Tt----,.,_,,, i77v4 :\ .:`:` ;41:- 6. /4...:f.l." N ril, 1110 40 # / ''''.4.YF_Jil..LL1).5.: .....,.....„ SCALE 1" -----20r: ... , 76, i.:A/zatiyiu.,!:"..R, 0 /. I 4--- -...!, 00, 0 . - 7f. '`.. 14..‘ .4). 'ne'.-:7:-..), 1--- 'Co '•-•.., - :-.„ ., • (60 ----,_--------.-00' ri, :19 6,1, 6.1 ec. • . 17.. . . --. ,, z, ......• . ,7 ...... ---- - 7411 7 PO / 4 4 \ ,i, AN. --... '-e-e° 4. / e -,.''',. I t/ - t,g) '",, / / -•\ 1 k #....9._.— 1 c.:) ' --, .) - c.), -,, qt NI .... ,...o I / ••=,.. ...," 7 'i i '? - f --, d / :7.22 , i ' -, , ,„ , ) / -... • /-„, 9>/ , -. • # --, --- (>1 ' I G" PALM ,...., 0- '-'='-,,,, /„ e I --.. - 4). C ',)(,, ' ------,-,,,,. , -- L..2,/ .-, "7::> , / * , . -, THIS IS TO CERTIFY 771A1 THIS SURVEY WAS ''' --t!,, 5.7 1 2 I ' C" ..., MADE UNDER MY SUPERVISION AND THAT IT ''-1:1-..,,.., ,. .6, I G, PALM / .9 C" POPLAR IS A TRUE REPRESENTA RON OF THE LAND . _ .... -- '-"':'`-- ,,.. I -., I 4" POPLAR AND THAT IT CONFORMS 14471-1 THE MINIMUM ' STANDARDS REQUIRED BY LAW. itg.441W1 ; _ I G" PALM I G" PALM GMF , asiroko, . .11 ADDRESS-303 TYBRISA ST ' ---- A A,/, PROPERTY Y IDEN TIFICA 770N NUMBER:4-0008-14-001 (4 flir N'^ ..(1 T..: ;004(r ------. EQUIPMENT USED:TOPCOAT TOTAL STATION 410, TOTAL AREA: 4630.8 SOFT 0.11 ACRES PRECISION PLAT- 14NFINITY ' <910 • / PRECISIOAI FIEID: 1/35,000 0 - lc, ..:' ' ',//rei(c)y PRECISION ANGLES: 05" PER ANGLE POINT N I•,... ,P61 ADJUSTMENT METHOD: LEAST SQUARES EIEID WORK COMPLETED:9/24/2009 CARTER M. PATILLQ CA, R.L.S. NO. 3114 SURVEYED FOR: THOMAS OLIN BOYD, JR. IIIGHLAND LA.N.D ,. ,..... ...._ A SURaT PLAT OF LOT 34-B WARD 5 1 S UR VP YINC I IC . , . .. -7', • _I-Il z TYRE' ISLAND CHATHAM COUNTY GEORGIA 4 TALMADGE RD. RINCON, GA 31326 , DRAWN 8 r T.M. CHECKED BY: CM.P. (912) 412-.4693 (.912) 655.-6759 - . SCALE: 1' ,,, 20' DA7E- 9/28/09 highloncitechservOgrpoit con-) _ _______________ __ ... FILE: 09037 SHEET _1___ OF ___1__ • • MapIT,by Binary Bus 1J )�ok-)-- ,2 V �` (9 http:l/www.sagis.org/app/default.htm SAGIS [Color selection d HELP Pro Arr Orfttivtc•tba tii E,-; Map Tools n Q ® i rl e IS n o Property Information o Email this property `J a , a ss Parcel ID: 4-0008-14 ~v n # a" �c . Owner Name: TOMME CHARLES D - ; f• '35 ID Property Card .. 14 tF9 # g .,Link: CLICK HERE ` ` Property Address: 16THST000303 '' $ "�`'_ Zoning: R-2 hd ' ... + ` A +p -,o h? 60 - II:-"' Flood Zone: AE �� 12 _ ,Y, -Z9• Aldermanic Code: Unincorporated Chatham County', `� 0 At-'- *1� r14 P , 4 rif Commissioner 4 rr� 5 Patrick K.Farrell i ' Code: I ", ._ •.f}9 - `' d,,,` ..i { Phone:912-355-6699 Zip Code: 31328 i .4:01"4.,_ ;°`"- LO 42 ";`�If Neighborhood .1, 77/Ile Code: 02027500 ,- ;'�'3 2j � tst� I • $ as Calculated � Zy(' g x Acreage 0.11 If � lZ iii///' '�b' ` ie Land Value: $270,500 • `4 % it =# Building Value: $21,500 2 .8, 4 r r 0 it 1 Real-estate Value: $292,000 ra 5 r ' J L s Sale Price: $49,900 ,' ,1 Sale Date: Selected Property 4-0008-14-001 J DD/MM/YYYY 07/00/1987 ©Property Search Results Market Analysis Results Pro L r..,..,,n..„,..a.,a:....- LOT 34B WD 5 TYBEE ISLAND i III ID SEARCH:4-0008-14-001 Information p Select the 11111 option to view property details isclaimer: REC PARCEL# OWNER is website is a public resource of general information.i 1 GEM I 4-0008-14-001 I TOMMIE CHARLES D AGIS makes no warranty,representation or guaranty I as the content,sequence,accuracy,timeliness or Records 1 to 1 of 1 ;Completeness of any of the database information rovided herein.The reader should not rely on the data rovided herein for any reason.SAGIS eplicitiy M�� isclaims any representations and warranties,including, ?tease, C L ��� 3 Q 5S�,thout limitation,the implied warranties of 1 archantability and fitness for a particular purpose.The T �ales information provided here is current to December Q �J O S �vlv�tJ P1 Q� S S 1,2007.There is not guarantee,direct or implied,as to he completeness,content or accuracy of the data.For n o t..) V' J�►� he official information please contact the Chatham ounty Board of Assessors. �Maa.r• .. S f ' i CA,r\nn..4.--+, -- - eavonnoti Arao Gootpup'. ) 6 r 0D___ c --e AV ti{-‘-- _____ I 1 of I 12/17/2009 8:51 AM 1 r), .....--) 1 .,..- D g gAccount Management - 'eat 0 ') r - l E`11i File Edit Options Functions Consoles Help 1 1 Account Number 08.0520-00 p Address 303 TYBRISA ST FC1 ' Zone 01 idi....Notes'°` Name TOMMIE,C. L2 General Metered Non-Metered Financial Information, Comments] History] Consumption History Service Orders Devices r-Mailing Address — Account Details– Attention C/O TOM BOYD 1 1r11 411 999 11/18/09 09 Status Address 1363 SPRlNGDALE RD NE ATLANTA,GA 30306-2416,C017 Start Date Bill Thru Date 19/28/2009 Last Bill Date 710112009 Profile — — — - Balance 0.00 5t�frn'itnt:Iwo r 0.00 Pending Activity �`Statement �°� Credit History Excellent Class IRS- , i RESIDENTIAL SINGLE 0.00 00 Deposits E-Mail 'u� Cutoff N/A uo Exceptions No D°°nation °� Contracts 0.00 I Draft N/A rit SECOND NO. 404-378-7334 g SOC SEC# J I Lilt Clear I View I dotto a\2 t om^ "''''. (_ �- � � TI-:. S S C y r - Jr . <<-.�- DA� h �v s e W G S .e... O l ;S\-...Q-c:\, 4- Q - ', s g o ,-- -� c. ,/`lw�� Q,I d r e c S ', S 1 (002- �o r-...t_S A U.c . 0 , ha,n1GS cZ Y,cv2__ TN 4 _ Oo - N- o ( Chatham County: Property Record Cards http://prc.chathamcour' org/PropertyRecordCards.aspx?PIN=4-0008-... tai 12 r"... ti , ' 2 ifr: art ! s a, . A .. . ... q.•, .. ...,„.... ...,,...:;..:,:: - . . i .... ,... , ,..„,....... . . ..1.....--- ...,,,____., ... _ .,.. . . . ... ..... _ .. • • .a-. • _ 'l SE X O ci e.cn,o --p.e._r iv% . ',5 s0e-A 01-217-o9 2 of2 12/17/2009 8:51 AM _._._.,, ,,_....... .-ift:H?;•••, 4.4!..''''''....‘.+V•'4'. ,,,,::ifii.1 4) State Licensing Board for . , Residential 41 Oeneal Coao:o Ac., xntrrs . mi.th,4•,:.,,,,d Pomo Agent INtioN Lice ow v(16644011 by pat ing offieg otairoMd bo compliewl.by vitgiting soft.o,govlolbf . Lieeiwol Contrmitkorg ,.jeladlividsatii ' ,,,.„„*.e.:;':;,41Ralgtyins Await • . ' Nemo eilicauall pomp P . ...4. - o ,2224t, 4e,,e ..A.elfig --, *Pima atterb A Puny of Mottiviolattli .,. ,•ar r raw ii..ieouite(Ratiellet etempaPsy anA ep) wok boom 1,4iontse xtrumber of lidtivkilliall or Num of%armed I,,keenme IlArli*Or 06 allArdffi$My04.410plialbley,t_____.... _ •-. „ , ' ' 49,4-116./LO.:_.:1 ',; ,i.. ..e.„,„$ ....4)Aki:s.___,hoimby dasigrime • [4:4 ,... . • •.-%,.i444,'":14,a,„,,,,41/.....____ ,... ..... 4/2,,,,,, to appb Aw anti fibtzin the peacmit00 foot'Ole *Pllaatia gawp A copy fø autitatiroxii Irox.iinganta arrow's licanse, laX*CI at: 3c moat Harass ' Apiertment.or Suite Number 7)' ./C(/.d41/1/,C,(>'1"e;1 A 4C),--• city Zip Code. . . . „..,„.. I,titta untieridgookw ., . :.onnanotom as nither An i, ., )s: irii ta.a,qttalifyirtg word,clo hareby Won elod fft/thaar,ItiTI4RX(K01), i .■ :' 1 hobrmadion on this : mil oirn;:w. pmnri beUflt'tat tem and OCATPPT- . SignalM a hidi " '•1 or cipalifying swot i ., i .,--..., '1.,-•..3 - ___.,.. StEag of N... :C./. _ ,/ Ow .1 of',00,0-1 11: ,,• ,';'...4, ...-:-.42=2*-------- I,, j • , Sobaoribed and . ,c.i.. ;TA.helm,lop dig 4 .r. , z ,f foil,s954riEt.,9:., IC._"'4,..--• •• Signsturo of Notary 2/;.:0?....? 1 ,,,',,,,';' 134614444, quAnowomi-000,kiti40101,"' 4 Details Page 1 of 1 >,„4. WA, SeeretarY Of State .40 C an,det Archives - Corporations • Elections • News Room • Professional Licensure • Securities • State Capitol Licensee Information Name: Joseph Mayes Davis Address: P.O. Box 75 Daufuskie Island SC 29915 License Information Profession: Contrator Residential/General License No: RLQA002554 License Status: Active License Type: Residential Light Obtained By Application/Exam From Qualifying Agent Method: Exempt State/Prov: Issue Date: 1/12/2009 Expiration Date: 6/30/2010 Discipline Information No Discipline Information No scanned public board order documents exist. Associated Licenses Relationship:Supervisor Prerequisite Licensee:Joseph Mayes Davis Prerequisite License:RLQAO02S54 Association Date:8/31/2006 Expiration Date: Dependent Licensee:Davis Welding&Construction Inc Dependent License:RLC0002511 Dependent Status:Active You may close this window to return to your search results Data current as of:March 11,2009 15:55:32 https://secure.sos.state.ga.us/myverification/Details.aspx?agency_id=1&license_id=10339... 3/11/2009 DRIVER'S LICENSE NUMBER 054551738 EXPIRES 1140-2015 BARR,JOHN WESLEY JR 4 LANVALE ST PRT WENTWORTH,GA 31407-9762 SEX SIRDHDAIE EXAM GATE COUNTY M 11-30-1450 11-30-2005 025 HEIGHT WEIGHT CSC FEE RESTRICTIONS 5-08 160 0 42 035.00 CLASS i ,;;RSEMEHi5 TYPE C REG • • .YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI .YYYYYY YYYYYYY I••Y_Y_Y_Y_YYY YY_YYYYYYY_YYY_IYYYYYYYYYYYY_YI YYYYYYYYYYYYYI 'IYYYYYYYYYYYYYYYYYYYYYYYYYIP" VYYYYYYYYYYYY1111 MYYYYYY_YYYY_' ...._., 41MYYYY_YYY_YYYYYY_YY_YYYY■ AYYYYYY_YYYYYIM .YYYYYYYYYYYY' VYYYYYYYYYYYYYYYYYYYYYYY `YYYYYY •• • • • • I 11YYYYYYYYYYY/ z ■_YYYYYYYY_YYY__YYY_Y__' • •YY• • Y_YYY• 1 YYYYYYYYYYYr `YY• YYYYYYYYYYYYYYYIBMW \YYY •• • • • •Ya1 -YYYYY__YY/ ._ __ \_YY__YY__YYYYY_Y_YY/ VYYYYYYYY .YYYYYYYYYI/' . .__._..........._._.,...-.m._. '\YYYYYYYYYYYYYYYYYYI . . VYYYYYYY�YI ._________L- �_YYYYYYY_YY__YYYYY J_________I YYYYYYYYYY. ""' �.111YYYYYYYYYYYYYYYYYELT ∎YYYYYYYYYY _Y_Y_Y_YY_. �— 1__YYYY_YYYYY__YY_YYI ■YYY_Y_Y_�Y .YYYYYYYYYY IaYYYYYYYYYYYYYYYYYYSI YYYYYYYY YI I_________Y CYYY_YYY_YYYYY_YY_Y� ;._I...... YYYYYYYYYYI YYYYYYYYYYI IYYYYYYYYYYYYYYYYYYYI ( aYYYYYYY�a�aY mYYYYYYYYY■ IYYYYYYYYYY_YYYYYYYYI I............... -_Y_YY_YY .YYYYYYYYYY YYYYYYYYYYYYYYYYYYYSIf YYYYYYYY YI ■__YYYYYYYY -YYYYYYYY Y_Y_ YYYYYYYY YI YYYYYYYYYY■ f IYYYYYYYYY 2x6 FAFTERS ••UYYYI aYYYYYYYY�Y a __YYYYYYY■ 1YYYY_Y_YY ® 16 O.c. TYP.AYYYI �YYYYY_YY in .YYYYYYYYYY ""f..""" - IYYYYYYYYY • . . . \YYaI • • • • YYYYYYI .YYYYYYYYYY 1 -YY Y_a\YY_ YYY •YYYYYYI YYYYYYYYYY• -` """""" MUM TOE-SCREW (4) #8x3" YYYYYYI aYYYYYYYYYY imYYYYYYY_Y• IYY YYYYYYI aYYYYYYYYI■ mama Loma SCREWS FROM RAFTER INTO -,aYYYY�I YYYYYYYY YI IMm 6. 0c YYYY MYY ROOF & TRUSS BELOW wuu u __________II Loo . .YYYY_-- . _YYYYYYI I 4110 _YYYYYYI •YYYYYY�1 I J _ SIMPSON H2.5 _. HURRICANE CLIPS `" . DETAIL D INSTALLED ® ® �``� I �? 3 t _ EACH RAFTER ® DETAIL C SIMPSON BC4 I PER MANE. d 1 CAP POST TO ? HEADER (TYPE r ti r "� - DETAILCBIONS i L ALL POSTS) �._._ __ �I_� ._ ._ _... _ _ —_ I • ...._._UM, _ 1 ill1L,�1I1 I� . �. .. .a.s. 1 . : 1 1 : 1JI12.J'[i!j1 I. . 1.1. s . s s s l 1 s s l s 1 1 s 1 : 1 1 ! 1 1:1 I TflLIi!11 1j!P ij1!j! !I! L i.11l III LL_':_'__!_! IIIsI 1. . I 1 I ' ! I i i I II•I I�1�1�1 1 1�1�1�1�1 1�1, ill! 1 1 1�1�1 1�1 1 �II1I1�1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1_I_I !_i I 1 1r1l1I1,[1101!!_' lilililli ilii NOW IMF__ , 1 111!' 1,, J i ■ V®f 1 I,ti I y, - ® DETAIL I NS ! 1 ' �� 1151 Ell is!—DETAIL B DETAIL A I ji/V �ATTACH DETAIL F INI NI® i •' ij I , } SLOPED HANGER 1111 Ell li 111 Ell ,� 111 ���II.. - DETAIL G % "X6"PT POST t-.`:•','"‘l'> 0 1/E....- 11111 . .,A 1_ 8 0 \ T VAT R DETAIL E SCALE: 1 /8" = 1 '-0" PAGE 1 of 6 -YYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYY—YYYYYYYYYYYYYYY-Y. �YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYI .YYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYY-YYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY�1 Y—YYYYYYYYY—YYYY—YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY—YYY- •YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY51;51 YYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY111 -YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY- IYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY tIYY YY YYYY YYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYSI -YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY- IIYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI .YYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYMI -YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY- 1YY YYYYYY YYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYE1 YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYVYYYYY .YYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYY—YYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYWYILI YYYYYYYYYYYYYYYYYYYYYYY YYYYYYY—YYYYYYYYYYYYYYYYYYYYYYY Y- IYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYY—YYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY- IYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYMYY F.1•YYYYY YYY======== =====�����=M=M����=======����1•===MM I�1 I • CaC I _ -_la:1.7 t r I+ 0 ,/,:.-� Nil ' ' DETAIL I < - DETAIL F r al , , ATTACH STRINGER 1 : WITH SLOPED I HANGER IF <,% i 'X6"PT POST �/; / DETAIL G— <•:' 1 s :__:_v< DETAIL E R I- A R L VAT 0 \__ .. .. ___ _____- SCALE: 1 /8 1) = V-0,, PAGE 2 OF 6 12" peice of 26ga. 2x10 DOUBLE RIM FLASHING BENT 90° 2x8 SILL RAIL 5.25" P.T. WHERE ATTACHED TO Id'- TOP OF SILL DECKING HOUSE 1 ELEV. 17.00 1/2" ANCHOR BOLT TEEL HOLD L=12" EMBED I Hi DOWN STRAP 1/2" LAGG BOLTS 1E 16"x16"x8" CM� OC. ATTACHING TO GROUT FILLED I LEDGER BROAD AND LANDING P.J. i (4) #5� REINFORCING BARS ° 2x10 P.T. FLOOF WITH 135° HOOK JOIST © 16" O.( TOP OF SLAB o ATTACHED WITH LEV. 8.0 °� JOISTED HANGEF DUSTING GROUND ElEV.7.6± ' 'I LgR1KlE S7AB IR IR 3) #6 I REINFORCING N-_ BARS EACH WAY 4. i �.4 DOUBLE 2x10 P.T. Y-0* PERIMETER JOIST (A) TYP. COLUMN DETAIL (B) TYP. LANDING AND PORCH DETAIL SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" PAGE 3 OF t o 0 o 1 0 0 o�� SIMPSON STRONG TIE 1114110 ill SIMPSON BC4 / 5-8d NAILS IN lop TRUSS l CAP POST TO TRUSS AND HEADER HEADER 3-16D IN POST AND HEADER (C) TYP. TRUSS TO HEADER (D) TYP. POST TO HEADER SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 18" WIDE SIMPSON STRONG TIE LCB66 (6" POST) (2)2X BEAM ATTACHED TO POST WITH •, (2) - 5/8"x 2" LAGS I �n�� I- SCREWS EACH SIDE NEU� ■■I I 2-1/2DIA THRU-B 4•166 6"X6"POST - - W/WASHERS 36" DEEP NOTCH POST FOR BEAM 9 (E) TYP. COLUM \ DETAIL (F) TYP. POST TO BEAN DETAIL SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" PAGE 4 OF 6 0 0 c( 0 Q Co W 5' VAX BETWEEN _ � POST OPE\ I\GS SHALL Q \ OT ALLLOW 4" z SPHERE THRU • :4111 pap C 0PE\ I \ GS SHALL PF _w \ OT ALLLOW 6>, NI \ 34" 1 �' SPHERE THRU VAX 38" 1 ✓ �1� IF OPE\ RISER OPE\I \ GS SHALL L'= I\ OT ALLLOW 4" iv SPHERE THRU ( G ) TYP . STARS DPTAIL PAGE 5 OF 6 SCALE: 3/8" = 1 '-0" 6O"maximum sparing .b., -2x2 plokeL lye. 4x4 post,typ. - I 2x6 or 514 board / DO NOT NOTCH / max.span •,.. 34" i rail cap tt i 1 1 1 '1 ,, I 1 _ I I \ , i t 2x4 top minimum ' 1 1 1 ' arid bottom i 1 --4,--4; i --N.i—ct---1,—N.-- -,.. j1 , a I ,., \ 1 ' 1. lif4 see guard post --/ - attach',pickets at top and bottom --openings snail not allow with 148 wood screw or 2-8d attachment details passage of 4 dia. sphere spiral shank nails (H) TYP. GUARD DETAIL SCALE: 3/8. = attach 2x4 to post with Il 2-8d nails or 248 wood screws, typ, attach blocking to joist wi i 8410x3" min. wood screws at each end 2-1/2" dia. thru- . 111110111111111111111111111111111111111= attach per 11 2x blocking II rim joist bolts and washers \ A details • W l• Nit mit MS woo i NI ylf f. joist beyond II rim joist Mail 11 rim I joist .i A. SECTION PLAN ‘ILTYP. GUARD POS- RIM JOIST DETAIL SCALE: PAGE 6 OF 6 3/8" = 1.-0" LEGEND lo'btx CMF = CONC. MONUMENT FOUND 4)(1• RBF = REBAR FOUND co- IPF = IRON PIPE FOUND VhN° C Z PP = POWER POLE cc° P&T = POWER & TELEPHONE LINE SD = STORM DRAIN LINE FH GI GI BENCH MARK: PVC = POLYVINYL CHLORIDE NAIL IN POWER POLE ® h SSMH= SANITARY SEWER MANHOLE ELEV. 7.42' NAVD 88 WV p�1 GI = GRATE INLET h� q) b WV WV �p WM = WATER METER b co• Co' DQ co- WV = WATER VALVE JONES AVENUE FH = FIRE HYDRANT h c9 A SYC = SYCAMORE TREE , ' °'� 1 xp 60' RIGHT–OF–WAY ;0' x h MYT = MYRTLE TREE PO = POPLAR TREE PA = PALM TREE ht hp `L\ `L�'`19 `Lp `Lo' p BSL = BUILDING SETBACK LINE xp .p go' b. ,� 0 co. co- PP L SSMH \\ �h P&T P&T G �b. P&T P&T p p 1O PV " T_ ° P&T P& . P&T s \ N190001 E N � � 5, 0ph'�itt..y?‘ 6 .04'�� h A 9 RBF GI Co. GI \ /\ IP A. • x a �' — — / Ix . p20'"S�l ��h _ _ `b co. SURVEYOR'S NOTES ` 14' — A Ax /A 1. VERITCAL DATUM BASED ON NAVD 88. J 1� ^1 V 1 N AK •' _ 20' BSL 0 Tx I Co- 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. °� I r a W DI ' II I �I • , � hp 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, ' 17 0 • OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. F i I Ce I • i I cn r• H 4. BOUNDARY WAS TAKEN FROM OTHERS AND HAS NOT BEEN PROVEN. O o I W I 5. THIS PROPERTY LIES WITHIN AN AE, ELEVATION 12, 100 YEAR FLOOD re -4- _ I `. �� p° p°� PLAIN PER FIRM PANEL NO. 13051C0326F DATED SEPTEMBER 26, 2008. '' a -15-- k ONE STORY ' N I• 4. THE PROVISIONS RELATIVE TO THE OFFICIAL CODE OF GEORGIA ANNOTATED, Q. BUILDING ON PIERS J ix SECTION 15-6-67(D), DO NOT REQUIRE APPROVAL OF THIS PLAT BY ANY = I I m �m b PLANNING AUTHORITY, MUNICIPAL OR COUNTY GOVERNING AUTHORITY PRIOR 0 N I o �- TO THE RECORDING • • S PLAT. z I = of° IU�� N 16"PA" I cp ujI// 16"PO • AC J ' IIw N eilli4b(..._ r �I'/ 14"PC — 6"PA `� 1O�BSL R i 1 4;1-D 16"PA0 I L.�— 0`b - 11� h L A 0) r* - — — — CMF. 3. �O �? X'\Y Y 14"PA `L t- ;° h 16> ►� ;�� /0 Ah 16 PA 60.04 x Y Y RBF ° o s irk S19°00,01 W 20' 10' 0 20' 40' I N/F ELTON E. & DAPHINE A. REDDICK GRAPHIC SCALE PIN: 4-0008 –14-013 I HIGHLAND • E.O.C. FIELD N/A „ AN ASBUILT DRAWING FIELD CHECK: CMP LAND SURVEYING PREPARED FOR: THOMAS BOYD < ERROR/POINT N/A LOT 34 B OFFICE CHECK: CMP WARD 5 DRAWN BY: DJP ADJ. METHOD N/A 4 TALMADGE DRIVE DATE: MAY 31, 2010 RINCON, GEORGIA 31326 E.O.C. PLAT N/A SCALE: 1"=20' PH (912) 412-4693 EQUIPMENT USED TOPCON GTS 1602 JONES AVENUE PROJECT No.: 20100528 EMAIL highlandtechserv©gmail.com DATE OF FIELD SURVEY 5/27/2010 TYBEE ISLAND, GEORGIA 31328 F.B. No.: N/A GEORGIA FILE: 20100528TB CITY OF TYBEE ISLAND AVERAGE �ATI'N� BUILDING ZONING DEPARTMENT REVIEW FQCq COOS COMPLIANCE APPROV'�L Every effort has been made to identify VT '- - ., A A "Bode violations, no overflight by the II ' ZONING �� f reviewer shall be construed as authority 1 s Lic,�+ M otE. _..f, / to violate, cancel, alter Qr set asid ` -F �, �lrfa/ ,o�s BUILDING DE l� �,�ir"� ' 710 any applicable codes or ordinances.The ,- review and permit should no a p t b construed WATER/S ER "1~ as a warranty or uarantee, - °� S-a ur lAp►Q�zo 1X1,4.,.1 on� 51� '�° - -eviewed By -4 Date 1/(11/0 &L DRAINAGE i®.. - j& ALL WIRING, SOIL & SEDIM 'TCLOTri IN PLACE SERVICE INCLUDED �--" 6tAn Approved Set of Pie�na Muset Plood Hazard Zan, A. GFE1z MUST BE COPPER m �O f�L IJ i=� I U N�:� ALLOWED �-�` Remain on Job Site at,All"Tirsrres's No Interior finishes,walls designed to ali�iw! .� exit of water,earenhanlcel equipment.Only Section 9, sub-section 8-2-A :Rifted atorag €I€ti► aocees�olow —�+ -'T"bee Lana Development Code p�� ��®® ■■■ ■■■' 6!� TiO MUST COMp ' i i H THE I ■■■ ■■■00 ... ...; r il. 9 fl I Td E O D TWO „ ,,, _ : DWG 4 IRC . un umi�iii q u, fIaTT 0 ®g t,9 I.ti ai.■. #i.......... e11m IIi ! n Iii a 5 �8�A t +®lYs. k'� 1 I' ! TOP OF COLUMN ELEV 17.00'M.S.L. 1 .. \ i I,I� .a.', TOP OF COLUMN ELEV.:17.00'M.S.L. ' i 1 \\ L i t FRONT 2 01 FRONT VIEW '� \\k ti REAR _ . \ REAR VIEW ,- + \_' • TOP OF SLAB ELEV::8.00'M.S.L. Itis .__ .• TOP OF SLAB ELEV.:8.00'M.S.L. O 5 ilip.;,,,' 7:1 v;11 i 1 # t „Twit' �, 1 , , s i.. f i ,. , 1 't # (y{�g( t iI fif{,] 1 # t$ R I y1' 17 a s n �; ' sa. si _ ..; . .. £. >: 3. R. - r *.. .i is IM++P. 1- 11,T4L -?.� r$ '1. 4,, 1 3 l ,. ;fit I. , ;I .} , I =il.. 1 i..4 1, i t. ! t I i t, , ,.,. f T 'f .. k 44 . �A .(. .. � 8 Y �. y R.f A' 'Y [ �w.h ���I gl X51.. <# r,� d ,f. r to 1 q, + ,I. +} ' � .. Sect. R- I” � :11 � � �, . - #� 311.5.8 HANDRAILS & R. .� . �. . l ;� .) ' .> ��� ;1 .�I I �,f,, _ I . r . , ,. . . .,: (( { 312 GUARDRAIL$ , n I i a s #. ; 1 ! I,g + .. 1 `., , " „ is, a r. 1 I, J i ”t 6` n .,, < i # I 3 Stain mare than 30"in hei ht re uire ) i 111 11 ' �c i laf x l ,: :. t q n .. S $,i 1 handrails. - , a "., , ^ 3- /38 it , _. M i i .: -, 1 ^ . l " A, 1 f ' "� Porn It . , ' 3» , , , ) het, bt dniet, rttn & deok ` � :u ...... .,, . .T.. . . _ thin SIB" �s ?^ p mA re Il,�ortl is _ pr require 3 rdr�ilea � -., , ' .. . .,� I i.Arpest opening gr s� P ^ Flitted la 4 ,�- , ........ tii . I 111 1[IF::!II TOP OF COLUMN ELEV.:17.00'M.S.L _..... . r i p ..■■■=..._ � m- �. ®� .-- ,,,—, ._ «....,_ : _ . . ,,_. W _ , ,<�.„, ,. ,,.° , '.ff ., ��_,_aA., TOP OF COLUMN ELEV.:17.00'M.S.L. .. .�:' v bI fI' NDO y1S`lit►�s�°RS AND SKYLIG S TOP OF BOTTOM SLAB ELEV:8.00'M.S.L'• i _ I ,_, ! �_:1 Speciai Flood Hazard Zones SSTD 10.99 TABLES fir A1, 602A2, 602A3, SECT. 604 IRC Sec.:R309.2 - SEPARATION REQUIRED. Finished floor elevation 1 foot AND IRC 301,2.1,2 Garages(parking areas) neathhabifat:li4Bi�fnb°�OMSLABELEV.:8.00'M.S.L. minimum above 13FE, No interior RIGH � S,GLASSD00RSANDSKYLlGHTSSHALLBE shall be separated from all habitable rooms above finisher, walls designed to allow APPROVED AND INSTALLED TO COMPLY WITH BOTH by not less than 5/8-inch Type X gypsum board entry and exit of water, no mechanical POSITIVE AND NEGATIVE PRESSURE& LEFT VIEW or equivalent. equipment, only perking, limited storage ,Ml1s o■)'be. ll .-ri mow► and building 4000111 bgiow EFE, v.)i/)D 3074ra. , arks 5========================.....—mmiumwommaimmmiumminumuummmummum....""mis, To F YE ...............______-- -------------------------- MominmEll_MIMIIMIIIIIIIIIIIIIM__11 MIIIIIIIIIMMILIMIIMYMIIIIIIIMMIMMUMIIIIr -omoIUIMMIIIIIIMMMIIIMMIILWMMIUIMMMMMMMMMMMMMmmmMMMMmmIUIMIIIIUIUP NEMMILMMIIIIIMIIM.MIPVIEMINPOW411111.141 zo II i, MIIIIIIIM=M11========r /\ NMIIIIIIINIMMEMMIIIIMMMIMIMMOIMIIIMIIIII=1======111111MIIMIOW, NmEM111111111==74 II IIMMILII.'r tiou'A ina•••••=mnummaimir / N. 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Edition and State le 0 SIMPSON H2.5 1 noraiimasp/ortrikaar, _ 1 L of Georgia Amendments i . -- DETAIL C HURRICANE CLIPS I ----=1 , _.-=-----z, a L , , will , .4 "-' ' ' - DETAIL D INSTALLED @ - 0 Ei , wilii--1.Pwir, 11"1, , T I ' 1 - II _ ___ I EACH RAFTER , , . e # 1 a MN SIMPSON 8C4 PER MANF. I , , : i )10111 CAP POST TO - , been INSTRUCTIONS .. - L-__._ -1-• ialliii091 141 .1 I HEADER (TYP DETAIL B t , . at ti ALL POSTS) All HVAC Installations must co I - - - . ........ .DETAIL_ _ _ _ _ , lc oi,41,41400/001 II_ ,___ ___ II IIIN _ _. _ _ _ rim 11 : 11 11.11111 ii iiiiiiiiiiiii 611;1 . 11111111 with The International MechanicmaPI Y 11111111111111 * * * * * 141111 illitli • • • • • • ' • • '• • • • nit 1111)1111"4 140 7 ,-11._:E:EiEEE:Ei_xl-, 1 i i i 1 1 Av..:-:=I5...-:.:Ei_1•111. i I i i 1 II i i I ii 1 111 11 e International Fuel Gas ' Ittrimil rvilmiiimi. il .... code_aggE ITITITIIIIIT ' ' ' ' 1111"1 1117 dal ons and Sthte ,_iiiii i_i_ t , iiiiiMiliiiiill • ...m.... ..m.--a.. ...-_,.. .■.......m.m.E., of Georgia Amendments —1111111111111111111ill AK -I 4 1 illiel“1- ` 1 -/LIMI , ,, ' , MI•0 MI ■11/ Nor IIMI/ Mil , ! 1 ill 1110071Y, / LIIIV Ill kiwi I= !Kim Nin —DETAIL B DETAIL I III ini v IS,AY- ; molwr DETAIL F ME Elei DETAIL A , r , Ell MI . . 1 1 I - .\;‘,>-'? STRINGER WIll 1 i i i i 1,, >iT'A CH / MI i ; I, -T:',\,\‘,/,--. SLOPED HAN , 17 111111/11 1 , t ,,,,>,,;'4 , 1 ',‘/ ''''" /,/: 11111 IIMI ! i I I Y 't/ ', A All Electrical Installations must =MI 1111 r i loi 0 1 s,, ,,, , ; v k4i , comply with The National Electric Ili ill 'All. I I/ ,•>- : ' Code Edition and State 11/11 No i! 1 f--' , r-V\ v X ',,j7: . . NM illi , . X6 PT POST of Georgia Amendments NM , IV,, DETAIL G -, , MI all - . - , , 7__ _____ All Insulations must comply with The Georgia - RO \ T I— L VAT 0 \ DETAIL E State Energy Code 2.0e2co Edition , SCALE: 1 /8" = 1 —0/) PAGE 1 OF 6 and State of Georgia Amendments Y v -YYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYMIYYYYYYYYYYYYYYYYY- IYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI r YYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYI1Ue =YYY YYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYIB1 4 IYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI ).Oc; NYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYM1 -YYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYY- AC#. mYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYI iYYYYYYYYYYYYYYYYYYYYYY YYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYIc0nr fYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYi1 -YYYYYYYYYYYY YY YYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYY- s�yyU lYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYaP IYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI fmYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYugted -YYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYY- ��t mYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI IYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYnI YYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYY.. IYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI mYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI YYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYY1 -YYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI 11YYYYYYYYY YYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY•111L ItYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYI -4 YYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYY1 ..YYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYmaI fl mYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYEIMMU16, rYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI I ti =c� it IP FT, HEIGHT 1 _ I - I 5 • .- , I 1 flit i 'Ili,11 1.1M SIM MOW i - i 1)' 'it_ moo_ .___ _, �� .__ _ 0 • . a 11 ,�-, __ DETAIL I • n DETAIL F-�1 ATTACH STRINGER �. ? 12" peice of 26ga. 2x10 DOUBLE RIM FLASHING BENT 90° 2x8 SILL RAIL 5.25" P.T. WHERE ATTACHED TO � i�' DECKING imi TOP OF SILL HOUSE 1/2" ANCHOR BOLT 11111 ELEV. 17.00 L=12" MIN. lii DOWN S RADP EMBED 8" : 1/2" LAGG BOLTS 1E 16"x16"x8" CM I1� OC. ATTACHING TO GROUT FILLED III I LEDGER BROAD AND 1. LANDING P.J. (4) #5 II. I REINFORCING BARS �° 2x10 P.T. FLOOF WITH 135° HOOK i;: • ` JOIST 16" O.0 I,. TOP OF SLAB o ATTACHED WITH LEV. 8.0 °� - JOISTED HANGEF EXISTING GROUND 1 .7.6 3 1. 111 3)460 A REIRCING BARS EACH WAY 4. 1 k - • -_�. I DOUBLE 2x10 P.T. s� PERIMETER JOIST (A) TYP. COLUMN DETAIL (B) TYP. LANDING AND PORCH DETAIL SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" n1 PAGE 3 OF o 0 o kr 0 0 Al p SIMPSON STRONG TIE Pig SIMPSON BC4 / H2.5 5-8d NAILS IN v CAP POST TO TRUSS AND HEADER • HEADER 3-16D IN POST AND HEADER (C) TYP. TRUSS TO HEADER (D) TYP. POST TO HEADER SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 18" WIDE SIMPSON STRONG TIE LCB66 (6" POST) ATTACHED TO POST WITH (2)2X BEAM ••, (2) - 5/8"x 2" LAGS SCREWS EACH SIDE In. Ai I ;I 2-1/2DIA THRU-E ION6"X6"POST � ' 1 W/WASHERS-.. I. ^ 36" DEEP , NOTCH POST FOR BEAM (E) TYP. COLUV\ DETAIL (F) TYP. POST TO BEAM DETAIL SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" PAGE 4 OF 6 s 0 0 n Q 5' MAX BETWEE\ OPE\ I \ GS S- ALL POST \ OT ALLLOW 4" ! SPHERE THRU iiiiijii '21 OPE\ 1 \ GS SHALL ppP \OT ALLLOW 6" VI \ 34" j h SPHERE THRU MAX 38" 1111�� '. IF OPEN RISER r OPE\INGS SHALL o• \ OT ALLLOW 4" SPHERE THRU ( G ) TYR , STARS DETAIL PAGE 5 OF 6 SCALE: 3/8" = 1'-0" 't-.11---6.0'maximum spacing im 2x2 picket, typ. 4x4 post,typ. \ I 2x6 or 5/4 beard r / max span . 341' DO NOT NOTCH \ : ipsn roil cap r ___ P e _r........d — .' 1 k 1 I[ ' # ( I ' \> 36'T f i i 1 2x4 top minimum 11 , -r , / and bottom 11 i ! y' i 1 , , I 11 1 „,.____,,,,,,,... 4 , i i I \ , \\-, ,t1 see guard post -1---:-/ - attach mickets at top and bottom 1 openings shal nOt allow with 1 '4 wood screw or 2-8d attachment details passage of 4"dia. sphere viral shank nails (I-1) TYP. GUARD DETAIL SCALE: 3/8" = 1—0" 0110=1101 ;111 attach 2x4 to post with a 2=8d nails or 248 wood screws, typ. attach blocking to joist wit 6--#10x3" min, wood screws at each end 2-1/2" dia. thru- . 11111111111111•■•111= attach per IA 2x blocking 111 rim joist bolts and washers \ A details • Mill NNE MUM I • joist beyond A. SI irt rim joist MK -A .1 rim joist SECTION PLAN (i) TYP. GUARD POST TO RIM JOIST DETAIL PAGE 6 OF 6 SCALE: 3/8" = V-0" a � �i i ��r ii.1_UU .A 1 Ulf UUM . UM � AFFAIRS �` "` MANUFACTURER'S APPLICATION FOR.APPROVAL x Applicants Should Complete All Items(1-V11) (6 Department ofCommunin Arr., - 60 Executive Park South,NE _.. I. TYPE OF APPLICATION 1 SUBMITTED FOR: 1 DEPART lENTdt3M i R NLrOL. (40A)679-3110 BUILDING SYSTEM ❑ APPROVAL J APPLICATION 6n dca state qa ns ,❑ QUALITY CONTROL PROGRAM ❑ REVISION LI ff..P Max RietxM1ier MODEL No. /VV/O q'3 ❑ RENEWAL DATE Filed-For-Record Sep 22,2009 / „ /�^-.,_J /G��;ry 67.4-- � � Tcacktng Numbcr�. 2069-98035 6 i Er FILE FOR RECORD IL IDENTIFICATION Name of Manufacturer Adrian Homes, Inc. Telephone ( 478 ) 668-3232 Address P.O. Box 266 Adrian, GA 31002 e-mail address Location of Mfg, Plant Hwy . 80 East Adrian, GA 31 002 1 Name of Evaluation Agency H; l hc,rn, WPrrLar, Ca,rtev &. Associates,, Inc. Name of Inspection Aged Hiiborn, Werner, Carter & Associates, Inc _ ."..,......_.. .-......_...._____.- { Ill. DOCUMENTS Si sBMITTED: 2-Plans ❑ Specs P Test Data ❑ Quality Control ri Calculations (type) - Other(specify) IV. DESCRIPTION OF INDUSTRIALIZED BUILDING A. Type of Unit: ❑Three Dimensional Unit ❑ Core Unit ❑ Component B. Principal Construction Material: []'flood ❑ Concrete ❑ Masonry ❑ Steel ❑ Other(specify) 1 V. CLASSIFICATION OF BUILDING BY OCCUPANCY (See Chapter 4 NFPA 10.1) A I I Assembly B Business E ❑ Educational F ❑ Factory/Industrial l ❑ Institutional M ❑ Mercantile S ❑ Storage H ❑ Hazardous R1 fl 1-Iptel, transient R2 ❑ Multi-family Dwelling DC ❑ Daycare R3 2 1 &2 Family Dwelling R4 ❑ Board&Care, Assisted Living Vl. CLASSIFICATION OF BUILDING BY CONSTRUCTION TYPE ❑Sp.inkled❑A ( ( B ( ❑ Type I 1 Type II ❑Type in P Type IV IffT ype 1 { VII. SIGNATURES This is to certify that th, BUILDING SYSTEM/MODEL 1 DATA conforms to the Georgia Rt.f/es for i t tr', " t. : ['din/9s and yr ly adopted codes. Signature(Agency' litect or Professional Engineer) Date (� /, b 5 - -- �:z- — . Signature of Applicant(Manufacturer or Agent). Date 1 VIII. DEPARTMENT USE ONLY Date ❑ Returned for correction and/or additional information (see attached) 1 0 Approved I Approved as noted (see attached) Date Signature of DCA Official 1 Comments: - REScheck Software Version 43.0 Comp Hance to Project Title: M1093 Energy Code: Georgia Residential Code Location: Acworth,Georgia Construction Type: Single Family Conditioned Floor Area: 1093 ft2 Glazing Area Percentage: 13% Heating Degree Days: 3533 Climate Zone: 3 Construction Site: Owner/Agent: Designer/Contractor: Adrian Homes LDW Hwy.80 East Adrian,GA Compliance: Maximum UA:272 Your UA:204 Maximum SHGC:0.40 Your SHGC:0.35 Gross 'Cavity.: 9t Gluing UA `": :Assembly' - Area ar 21laiue, 13.40)(10- _.erboizr,. Aetime#er li 'act r Ceiling 1:Flat Ceiling or Scissor Truss 1093 30.0 0.0 38 Wall 1:Wood Frame, 16"o.c. 1077 19.0 0.0 54 Window 1:Vinyl Frame:Double Pane 12.0 0,350 42 SHGC:0,35 Window 2:Vinyl Frame:Double Pane 15 0,350 5 SHGC:0.35 Door 1:Solid 40 0.350 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1093 19.0 0.0 51 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 Georgia Residential Code requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. (Jame-Title Signature Date Minimum R-Value Requirements: Basement and Crawl Walls R-5 Attic Kneewall R-18 Wall Cavity R-13 Mass Walls R-5 / iw9 iiht ti Roof/Ceiling R-19 Floors over unheated space R-13 G1Sr M' Maximum Glazing Requirements: r` !vo2 . , j. Windows/Glass Door U-Factor=0 65 with maximum SHGC=0.40 f�-"� A_ t \NIA, pal P 1 % 2 U& iu • �. csa I '.i.,.. ray t•' T aia.p. v Project Title: M1093 Report,i te::0 /,2E/ ' Data filename: Untilled.rck Page�1 013 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: • Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Doubte Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?-Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes,No • Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: • Door 1:Solid,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ The area-weighted average Solar Heat Gain Coefficient(SHGC)of all glazing cannot exceed 0.4.SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealedlgasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled. Materials Identification and Installation: • Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been,prgaV'i, d`j i Z':1-.,,, ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. rr' F,.^r ° »r Duct Insulation: // \ ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. f i ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. % '°°l CFI) 1 5 1009 t"; ['E A. Duct Construction: \1,7 'Eed Project Title:M1093 'R j3d_rt,ctateJ61261t1 jr X Data filename: Untitled.rck "°• ;P a 2t f'd; f5 Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. • All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure .• systems.Tapes and mastics are rated UL 181A or UL 181 B. O Building framing cavities are not used as supply ducts. • Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. • Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: • Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: • A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) t Jy fy�g • • A''tt 471 Project Title: M1093 kepOrt,date: 08/2§/.14 sf,/ Data filename: Untitled.rck Georgia ntia Energy Code Conipliance Certificate A permanent certificate shall be readily accessible and shall be posted on or near the electrical distribution panel or air handler.To obtain the panel certificate form(MS Excel spreadsheet)visit the Georgia Department of Community Affairs website:htkp:llwww; ca.state .e.y.sldgyelc pment(corlstatclienco.de 1 • ft 3 { \ 5. EP 1 5 200 f.5 pro ' t`YxS Apt ,3\1, T� ■ • 4 ADRIAN HOMES SUBJECT: ENGR: KEVIN N.FINN,P.E.,INC. ADRIAN,GA TIEDOWN SYSTEM 1716 ELKHARTRD.,STE.1 GOSHEN,46526 FL P.E.LIC.NO 41622 THIS CALCULATION IS FOR A TIEDOWN SYSTEM OF A RESIDENTIAL MODULAR UNIT. BUILDING CODE - 2006 IBC w SC AMENDMENTS - 2009 GA AMENDMENTS WIND SPEED- 140 MPH,EXP.B METHOD 1 AVE.WALL HEIGHT PROJECTION= 16.97 FT w EFFECT ROOF PROJ WIND SPEED- 140 MPH REF: M1093 MWFRS =(6x35+34x27.8)!40= 28.8B PSF-USED 28.9 PSF-OK NOMINAL HORIZONTAL WIND LOAD = qz= 28.90 PSF-AVE.BASED ON 3'END ZONES&40'LENGTH NOMINAL VERTICAL WIND LOAD = qz= 29.20 PSF =(6x37.3+70x27.8)!76= 29.2 PSF-USED 29.2 PSF-OK LONGITUDINAL - =(6 x 37.3+21,33 x 27.8)!27.33= 29,78 PSF-OK ACTUAL DEAD LOAD-30 PSF ASSUME DL = 18 PSF TOTAL DESIGN HORIZONTAL WIND LOAD= 28.9 PSF 60%OF DEAD LOAD TOTAL EFF UNIT DEAD LOAD - 18 PSF-FOR WIND RESISTANCE NET WIND UPLIFT= 11.20 PSF APPLIED HORIZONTAL FORCE - LOAD FROM WALL TO FLOOR RIM JOIST = 624.85 PLF-LOAD TO BE DESIGNED 011111111p FOR-ON SITE CONN. `t0�04Oi 1 LAW�1? ® aoa. J. 4�®e Li■QpOFESssp Vi 1 s y O a 27.33 FT • . d> .rf �y 12 a 1 7.97 FT-ACTUAL ROOF PROJECTION w ( ... ^.le 7 1 BASED ON SLOPE °;;, `�a d� Aly.�0 G0." tG,' OJ% 9 FT Jr GROUND LEVEL' EFFECTIVE BUILDING DEAD LOAD = 18 PSF ANCHOR BOLT TO BE I (USE FOR SLIDING AND OVERTURNING RESIST) DESIGNED FOR ON SITE FRICTION = 172.2 . = 452.67 PLF 114"TAPCON SCREW-8'O.C. SIMPSON MAS-32"O.C. IS ACCEPTABLE.TOTAL 353.6 16s SIMPSON MAS= 3450 LBS/ANCHOR PLUS TAPCON = 707.2 = 4157.2 LBS TAPCON SCREWS IN ENDWALL-REDISTRIBUTED TO 8'O.C.= 7.4175 REQUIRED RESISTANCE @ 8 FT O.C.= 3621.38 LBS-8 SCREWS!E 297.77 LBS/8'O.C.SPACING EFECT FROM EW ABSOLUTE TOTAL= 4454.97 LBS-VS. 3621.38 LBS -OK SIMPSON MAS RIM JOIST TO SILL PLATE(BOTH SIDES ARE EFFECT.) MAXIMUM LATERAL OR HORIZONTAL RESISTANCE = B15 LBS MAXIMUM UPLIFT RESISTANCE = 1005 LBS REVIEW OVERTURNING- 28.9 x(HT.)^2 16.97125 FT^2/2= -6477.1 PLF-SINCE NEGATIVE,DEAD LOAD MOMENT EXCEEDS OVERTURNING MOM. ..--'---"-- DIRECT WIND UPLIFT CONNECTION-SIMPSON MUD SILL ANCHOR SILL PLATE TO FDN- / Gil UPLIFT CAPACITY OF SIMPSON LTP4 SPACING = 2.67 FT O.C. f g 515.00 LBS / ~�1ST6',9 "`0'` NOTE-ACTUAL COMBINED WITHDRAWAL&LATERAL IS HIGHER ,QG FOR MWFRS ACTUAL UPLIFT REACTION FLOOR I`In 49,1-77 AT SIDEWALL = 153.05 LBS I FT.UPLIFT REACTION RIM JOT c;JFcv^nvt� g a$ • EI #10 x 4"SCREW UPLIFT RESISTANCE = 305.788 LBS -° #10 x 4"TOE-SCREW INSTALLED 16 O.C. - _I,SILL PLATE A, I 1 I WHICH RESULTS IN 408.64 LBS< 1126.58 LBS-OK-COMBINED SIMPSON LTP4
 x 4°SCREW `' t `-,� _ 408.64 LBS< 1005 LBS-OK-SIMPSON MAS p i 1, ,s 1F S P .I 5 2O 9 ;£} i • r t ADRIAN HOMES SUBJECT: WIND- ENGR: KEVIN M.FINN,P.E.,INC. LATERAL RESISTANCE ANALYSIS 1716 ELKHART RD. 1 GOSHEN,IN 46526 THIS CALCULATION CONSIDERS THE LATERAL ANALYSIS ON THE HORIZONTAL DIAPHRAGM OF WIND AND ANALYZES THE DESIGN SUPPORTING THIS CONSIDERATION-SIDEWALLS USED AS SHEARWALLS. WIND SPEED - 140 MPH exp. B-3 SECT Total Factors Ce = 1 IMPORTANCE FACTOR - 1 2006 INT BUILDING CODE w SC AMENDMENTS &GA 2009 AMENDMENTS qs = 27.15 PSF MODEL REFERENCE: M1093 TOTAL WIND LOAD=qs x Ce x = 27.15 PSF TOTAL HORIZONTAL FORCE APPLIED AT TOP OF ROOF TO TOP PLATE CONNECTIION- ROOF PROJECTION = 6.38 FT - EFFECTIVE ROOF PROJECTION WALL PROJECTION= 8 FT FORCE(PLF)AT TOP OF WALL = 281.80 PLF APPLIED FORCE AT LEFT INT SHEARWAL (40'SECTION)= 5635.98 LBS RESULTANT APPLIED MAXIMUM DIAPHRAGM SHEAR LOAD= 206.14 plf- -13.67"x 2 Diaph Depth EFFECTIVE SHEARWALL LENGTH -ENDWALLS OF LR& DR = 16.83 FT - SHEARWALL RESULTANT SHEARWALL LOAD = 334.88 PLF - OKAY FOR GYPSUM SHEATHING-1/2"THICKNESS INS SUBJECT ANALYSIS &7/16"APA RATED SHEATHING-0.131"NAILS 4"O.C. SHEARWALL TOTAL (ft) = * 16.83 FT EXTERIOR SIDE OF WALL EACH ENDWALL A 27.33 ft / __.,� 'fer: `,-.. 40 FT ff Jr ( PROF r r: 1 e 1 ` 6, Yes �d®0:011aseae�sa �N: 10 C,�q'?o °O., aO 45)' E v Ct `."�efo 4. `�yc!.� )08 Ca n rte:"...,-..,,,....„w Fey r y 16 j \ 1,:vC=e X."-- 4-i-- " } q ql pry�ty�� V7::::',,:.:,..A `� „ . El ............ .....,„._______ ,........ .._ ..._.. .... . . . . ... . .. _. . .. ....,_ „._,.... „ _......_. 1 1 1 1 , . . . . :?....u•-r-,' 1 I . . A. , g ' i : i 1 4 I 1 PI If I I C , 1 1 lei , , i *... . ... i "(r'l .,_,-- ,, -. * ,t 4.‘ 1 . 1 ..,1 1 , 14. ,.. -:,%, :,:aei if) .faiv.1 st • I Op Ili 1 i f 1 t 11- , 4 ti it f II , .... .:ft ok''' 13 11111 . 1 t_.--41.-tl •kl g 1 .Efii 1 `-7'. 4;;,' ' - ..- 4•■•,;;Iis ,7. • 4 . .,„ • OrPu<'-‘s. .., pi• Vic.:;.... ti 9.,:, lt,„ . ,..4 i g ii 1. 10 • N4:7!--**`-* ' . 1 •:le. 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J . _I 1 T -i , -A - *4 . -1 • . 0 4 "", -e")?i\:—! 1 tit ai *, ,4 r; '' 1 I ' V.4, Oi ' I \NI j IT i•' .* ,,, I J,1 I ... „.0.1 .1. t• t. to 1 -V v 1 \ fka f, I li LP '''-'—'=-"---4/"-----•^"-----` it tf Whit! ILL. 41 --.— ...--... .... .... -.-.. ... , , 6 w -glg --.-_. ' .•-- —,..- tiCTA :'-- -y ,,/ . 4. , .;,. o°' r 8 ,yZO'Cs s .Y Y �p ";.1/ ,c`°' °t f.-;k i-. 31 .i z__ _. Job �-� Tnao' Truss Type ph' .. Ply A(7Rin.ti1 HCh1E6118 G4 1 - C, •T' + ! F1:a.e 21691 P279201 I -Ten 2 ___ _A�NM014 1 I DStil 3{81120 `t ,t { _._..�__��-- {OSN 9Y MSNIDER - .. 'L)nivvsal F0rasl ProtldGs,Iic- ru�i •12aDI�.M159505 __-_. _ 4231 SRL c Rost.56:b00 MiTak lndus4 .en '.nu Fa b.261:5 * 3 Page 1 -1,4- /` 4 ;N-N 'C,,2 'fir_ *..f .~ 3 -1. ✓y1` .`4.4a . ° A 4 1 1-0-0 I 6-110- 13-8-0 1 � "F, '4�,•r< _ ..',r..... M1t _ �..}"----. I I - . I 1-0-0 610-0 6-10. 10.0.0 7:oo(iz ,� wa sm�4 t N :�'�L • 1X4 11 flO `! -� -G�a14�I v •4�A AX4. s. ea, " �„ ;,rr-vcjlE4�- 4 8E118A 7 q .N VJ;f,0',-,- ‘ `+ 3 ' ' ;17 '3x4 1i 3x4 11. ': 8 18' •4 r 1x4_tI 16. '19 BE, 18A, ♦ '4x4.• .-- ci.W sl4 1 1 i .__�.1ssR�i i 1 5 f o,,V2).) A, . W! s b . 1. .� W FRO-.&rO L,1-1=- 3x4 Il 1X4 II 3<8= 1x4-11 {x411 9 .'f- .„A''°. 4X3__ 15 74 13 12 11. 4x4�- \ •. f• 1.0.1 12-7.5 I 4-2=0 I 6-10-0 •9-6.0_•`-•_•_. 12-1-15 } 13-8.0 I . 1.8.1 1 41.4 148412 • 2-8-0 2.840 2-8-0 1.0,1 'Pkla Dflwls X 5:-,8 1 1• 0 0 00-1• .9:0-0.1 0;2:0L �- "-' .....-_:.._�.__..:_____ ......._--. . .i0A004ri�(pst) .SPAC04G. 2-0.0 CS7 - 0131 10 In .. PLATES -GRIP -7OLL. 30.0 PlalesNrneass 1:15 TC..-0.80 {8141) 0;2:4:13.14"o573 1.1120 197J144 :TOOL 10.0 Lumber Increase 1.13 BC- 0.66 • VOliliL) -0,3413.14-_;>478 MI118 1411138 •BOLL .10.9 Sep$Ypssip r YES •786 0.84 `NOrs(Rj 0.02 .9 Ohs 13CDL, 10.0 .Colo 00CJJ 14585 - 1Nlaei4) 5s,, .Is(LC LL bin itiel15240 I WO)015:61 lb i. • WMBSR _- -. TOP CFICk1O. -_,^-•.._. -9)T+Wn n nei sroe atno6Pe ail.,ddiadi sew&twiched Or 08.01uee _....._._�...._ TOP CHORD'2)(45PPble-2. 2-3 -1394 3-4 =.383 4-5 a 437 54 •a.-265' shored rABaulwi8a,approval of the designangieot. 6-7 -2(143 -7.8 -° 456 8.5 =-1327 940 . 21 7)Paividonsawsi.4 mad.be{swam l la d nenven l Ot the lop chord 191p11211ORO 2 X 4 SYP 140.1 BOT CFpia- 1-anapwla;lan.'Esffeme.care must 9a oil'zed rotating the top bltnid • 2.15 .= 1172 '14-15 1172 13.14 = 1177 12;13 = 1433 role - - WEBS 2X5SPP Said',Etcepl' 11-12 o 1633 5-11 = 1633 : 8)Take precaution iakee ptivrleodsnptans,impbendingor> of the -3.52 X4 4PF Not WEBS hinge pieta matt*rop„fied before the building Is put 000 service. WFDC.B. 5.15 . 373. 8.11 = '489 3347 .532 17.18 R.-943 1)701a room bushel,"d8slvne4le meet a 90.0 PSFP9 Glow 120=rrrd.+as 18102X 559901ud. 19419, •-1579 1819 =-1579 &19 -602: 13-10.1' -100 ducked inran unbiiaa00d.leadpt41.8PSFpa{/vSCE:7-96r00•1.0 Rk0L1NG3 8PF Slug 417 23 14-18 0 -188 42,1,9 .0•:201 13;18 . 607 Ct.i.01=1.8. 13-19 v 813 1Q)Thts this has been denlgned eine4(2000 lac,Secsen , S)2ineQat 8-0-ocpuGm HOPES 10) 250&.1U.7.i200D tRC,348P2.19. f\\f1�+-' DOT CH0AO (0'- Wgid p0Thlg tlae0Oyoppaodpr 7-8-18 00 hs• 1)No 00.0 has bean designed for t,.5-4 l,9 00040 oby 10ous. .WEBS- °�' 2)This toss has been diulgned for M Iwldsyanmralod by 130 mph we1d4 at 2 Rows al.1/3 pia 3-8 748 winponatb 4.x30109 external pressure seflicicnts 3l,the 4xtedsr REACTIONS-(lb/size) hard.The e. :11)1. in 0uupal0/081eg012 0.bnall 059005-0 C. ' 2. a pressure 4534 9 . 751/0-3-8 internal presstict 11=Paton I. Max(JP14L Pend voices ercin4leves oast they ere srarusedl 40nd.If 2:. 0 =699($oad oeae 2) 9 0-89906 Caro 2) padres exbi1.l laj!ere tpt exposed to h68.The lumber 1501.14455104a L4 .■64:i3(3rav 1.60.and the pluEe Op 9,09.9819 1.33 1 •2 a 812500.1 Paso 5) 9 = 614(l0ad Casa 5) 3)AA pules 0.11120plato ullsss otherwise indicated. Ap urY.w..I land Rrartl..ie.� 241 EAST ae1TUNE....0P 0 . 4)FrOVMs mechanical miv"4C8on @Yolhlrs)a6rvss b bearing pie le l,@1 WARNING.VerilY design parame;ors odd READ NOTES Po.]ig 4e1410N414t FAX*191341.7544 080080M04.FM • 9014GE8(0)-Fllst Lead Casa Only capable atwd8"stsnd'mp 60919 uplift 4(10x112 and 6991b tpiv.atjoint 9. - Ta.r:me.o..nrmn Evan{-vg xw.,M I* n aalud0+.1,Mop War..woo.a14.0.d...wr.scv40..warda4up"paw .1 TOP CHORD 5)Pis Ouse has been designed with NdSiRPb 1-1095u9afla. eape_.+,..pn.d,reu.wrwab,rarriar p1a Geteee.aaiaw. 1-2- . 21 evctiask Po,..• a.drparnan41we3w.0041.00004wawea00 vr. ri sppena 11imill.YkKkg0porF. 98v.j i. -:MMnAeWkl.sere«Wn.Ndeb+a300,Onor*ho0 00100051-800001, ,av✓8..4401.041on•+p^w wrr 08 Wa.:r.,roe+•vm;8..w-0.401 rrot.o..4.awns0,a,loam.,68 8 00 08 0arssa+.l,54 1 I i ___.� __ Osaas e,.u-o8p.rac99er,,eafrmsluwuy wl.4:,v.aer.mgrswmato.iwr•m.twmna OnroYearc..u.aem,S.$xn '. �; 1 GENERAL NOTES: STRUCTURAL LOAD LIMITATIONS: AI-I'ENTION LOCAL INSPECTIONS DEPT: I. ALL GLAZING WATHHN 24 INCH ARC OF DOORS, co :{S BOTTOM EDGE IS LESS THAN 60 INCHES fL40R LIVE LOAD: 5FIS6ttr Ifun• SET-UP INSTRUCTIONS FOR THIS MODULAR UNIT ARE INCLUDED BY ATTACHMENT TO'THESE PLANS.ANY PLAN ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,TEMPERED OR ACRYLIC -40 PSF A. 2 SEISMIC USE GROUP. SET WHICH DOES NOT INCLUDE AN ATTACHMENT ENTITLED INSTALLATION WSTRUC1CNS' ARE INCOMPLETE PLASTIC SHEET. 2. FLOOR DESIGN UVF L O A D - 40 PST, B. D SITE CLASS. - 3, MAXIMUM W A N D SPEED - 144 MPH (3 S E C O N D S). ROOF uS:LOAD. C 0 K SEISMIC FORD RESISTRIG CATEGORY. SYSTEM BUILDING SITE INSTALLATION ITEMS: 4. OCCUPANCY IS RESIDENTIAL (R-3)( -231 PSF for 7/12 D. D SEISMIC DESIGN CATEGORY. 5. OCCUPANT LOAD IS BASED ON 1 PERSON PER 200 SQUARE FEET FT OOR AREA E, SIMPUFE ANALYSIS PROCEDURE 6. CONSTRUCTION IS TYPE NB F. Sds = 0.50 SPECTRAL RESPONSE COEFFICIENT. NOTE THAT THIS LIST DOES NOT NECESSARILY UNIT THE ITEMS OF WORK AND MATERIAL THAT MAY BE REQUIRED 7. MINIMUR CORRIDOR WIDTH 15 36 INCHES. . WIND LOAD: G. SIT - D.22 SPECTRAL RESPONSE COEFFICIENT. FOR A COMPLETE INSTALLATION.ALL SUE RELATED ITEMS ARE SUBJECT TO LOCAL JURiSO1C110N APPROVAL -WIND SPEED =140 mph at 3 SECONDS K. V=2.81 KIPS DESIGN BASE SHEAR. 1. FOOTINGS,FOUNDATION WALLS,PIERS AND TIE DOWNS. 8. WINDOWS,GLASS,DOORS,SHALL COMPLY WITH AAMA/NNDA 101 /LS2. -WIND IMPORTANCE FACTOR = 1.0 or 0.09* 2 BUILDING DRAINS, 12EANOUTS,AND HOOK-UP 1O PLUMBING SYSTEM. 9. DATA PLATE& INSIGNIA AFFIXED TO THE INSIDE OF THE ELECTRICAL PANEL BOX COVER. -WINO EXPOSURE CATEGORY=B 3. ELECTRICAL SERVICE HOOK-UP(INCLUDING FEEDERS)TO THE BUILDING 10,STATE LABEL AFFIXED TO THE INSIDE OF THE KIICFIEN SINK CABINET DOOR CR LOCATED -INTERNAL PRESSURE COEFFICIENT=0.18 )ROOF SNOW LOAD; 4 THE MAIN ELECTRICAL.PANEL AND SUB-FEEDERS(MULTI-UNITS ONLY). ELSEWHERE PER GEORGIA REQUIREMENTS, ROOF COMPONENTS A. Pg=20 PSF GROUND SNOW LOAD. 5. CONNEC104 OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING UNE(S)-(MULTI-UNITS ONLY). 11.FLOOR PLAN MAY BE"MIRRORED'(SIDE TO SIDE)OR 'FLIPPED'(TOP TO BOTTOM). -ZONE 1 = -35.3 psf • 6. Ps=15.4 PSF S. -ROOF SNOW LOAD. 6, ELECYIRICAL SHUT-OFFS) AT HVAC EQUIPMENT. -ZONE 2- -41.2 pet C. Co„ 1.0 SNOW EXPOSURE FACTOR. 7, AU.HVAC EQUIPMENT DESIGNED AND INSTAULED ON SITE BY OTHERS. -ZONE 3= -41.2 psf Q is = 1.0 SNOW IMPORTANCE FACTOR. 8: ENERGY CODE COMPLIANCE FOR HVAC.ALL HVAC DESIGN,DUCTWORK, AND EQUIPMENT. ELECTRICAL NOTES: WALL(WINDOWS&DOORS): E Cl= 1.1 SNOW THERMAL FACTOR. 9, GAS LINES CONTECTIUI TO EQUIPMENT AND/OR APPLIANCES - ZONE 4= -38,2 pef F. Pub =23.1 PSF MAX.UNBALANCED LOAD. 10.PORTABLE FIRE EXTINGUISHER(S). -ZONE 5- -47.2 psi 11.STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES(MULTI-UNITS ONLY). I. ALL CIRCUITS AND EQUIPMENT SHALL BE(MOUNDED IN ACCORDANCE VAIN THE APPROPRIATE OVERHANGS 12.EXTERIOR WALL fINISH ANO MATERIAL ARTICLES OF THE NATIONAL ELECTRICAL CODE(NEC). -ZONE 2&3= -59.8 psf 13.WINDOW STORM SHUTTERS( IF APPUCABLE). .-- 74:,-7_-^°-- 2. WWIEN WAIT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE MOUNTED OR 14.BOTTOIA OF FLOOR WIND PROTECTION(IF APPUCABLE) -..r 9 a t"rs• ,:w,°.: RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS.SURFACE THIS HULLOING IS NOT DESIGNED FOR PLACEMENT°N THE UPPER HALF 15.FRESTOPPING AT MATEIJNES OF APPLICABLE), i w , .. .. v ', INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12'AND ALL OTHER FIXTURES OF A HILL OR ESCARPMENT EXCEEDING 15 rat IN HEIGHT. FLOOD LOAD; 14.BUILD/NC IS VIED FOR INSTALLATION ON A PERMANENT FOUNDATITAND 'NOT INTENDED TO BEN.,y SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES RDA'STORAGE AREA AS DEFINED BY THIS BUILDING SHALL NOT BE LOCATED,IN WHOLE OR IN PART,IN A FLOOD MOVED ONCE INSTALLED. �'+ NEC 410-B(a), HAZARD AREA AS ESTAQJSHED BY 171E AUTHORITY HAVING JURISDICTION, 16.THERMAL EXPANSION DEICE, j� % 3.WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WI1H READILY ACCESSIBLE UNLESS SET ON A FOUNDATION DESIGNED IN ACCORDANCE WITH ASCE/SEI 17.RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILD G 3 1 ,11, DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANDI CIRCUIT SYATCH OR 25,THE FL000 RESISTANT FOUNDATION SHALL BE DESIGNED BY A t8. AIR ADMITTANCE VALVES, .) £RCUIT BREAKER SHALL BE PE18M11IED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE REGSTLRED DESK 1 PROFESSIONAL MD CONSTRUCTED TO RESIST ALL FLOOD T-t V s THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE LOADS WITHOUT TRANSFERRING LOADS TO THE MODULAR STRUCTURE I -�x 8 p I OF BE NG LOCKED IN THE OPEN POSITION. I [Es 5 2009 4.HVAC EQUIPMENT QME SiALL BE PROVIDED A IT MHIH READILY MARXE1T DISCONNECTS ADJACENT AT IS A ADRIAN HOMES I INC( e fi i i.i TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED"OFF'P03TION THAT IS A Y l..l • ; f PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL PLAN INDEX: t ,#;. ft ti BE PERMITTED AS THE ONSCONNECIING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO 9 tiy: �,�-'A,s' PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER, HWY. 80 EAST, ADRIAN, GA. 31002 1. COVER SHEET t RAN„"e-` , _N, r f;' " 5.PRIOR TO ENERGZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN 2 ELEVATIONS 17 - ?_ ;;� MUST BE DESIGNED AND V17tIFTFD AS BEING IN COMPUAN{F WITH SECTION 110-9 OF THE NEC 2.1 ELEVATIONS- OPTIONAL e .�?. �C; ° BY LOCAL ELECTRICAL CONSULTANT. CODE SUMMARY: 3, FLOOR PLAN 6.THE MAN ELECTRICAL PANEL AND FEEOERS ARE DESIGNED BY OTHERS SITE INSTALLED MD 4. TYPICAL FLOOR FRAMING vT 1' i SUBJECT TO LOCAL JURISDICTION APPROVAL STATE I IEaWGCAI FuwewD E7lERGY 4.1.TYPICAL ROOF FRAMING 7. ALL CIRCUITS CROSSING OVER MODULE MATING tiNE(S)SHALL BE STE CONNECTED WITH 5. ELECTRICAL PLAN PPIIO ED ACCESSIBLE JUNCTION BOXES,OR CABLE CONNECTORS *INz 6. PLUMBING SCHEMATICS /ye 8. ALL OUTLETS LOOMED WITHIN 6 tEt I OF A SINK OR BASIN SHALL BE EQUIPPED WITH DIN loot Ao YETI 2COS NEC NO MC 11111 2008 PC INDI meows, 7. HVAC-OESIGNED&INSTALLED O.S .O. / ,),�!/;} 1 PROTECTION. floor 2p*k une Matt Race GA mot 217011,0 axrr aooA tom t GA AMENDMENTS M OYF1aS G.M**MEATS GA A FNt5 S PPGL kT k 8. CROSS SECTION (' a . 9. SMOKE DETECTORS SHALL BE 1W<RED SO THAT THE OPERATION OF ANY ONE SMOKE 9, OONNEC1ION DETAILS t` DETECTOR YOWL CAUSE SIMULTANEOUS ACTIVATION AU.OTHERS. 10.ENDWALLS `4/o.1� �`7.' 10.All RECfPTAtX ES INSTALLED IN WET LOCATIONS(EXTERIOR)SHAM BE IN wEk1}fER PROOF(WP) 11.PORCH DETAILS ENCLOSURES; THE INTEGRITY OF WINCH IS NOT AFFECTED WWHEN AN ATTACHMENT CAP IS 12 SHEARWALL INSERTED OR ROOMED. RA IcA44. 11.Al BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN BEDROOM ARE PROTECTED a BY AN ARC-FAULT CLROJIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 OF THE NEC. I2. COMBINATION CO/SA WITHIN 10 OF SLEEPING AREAS. 13.TAMPER RESISTANT RECEPTS MUST BE INSTAULED IN KITCHENS,FAMILY ROCW4S,DINING ROOMS DINING ROOMS, LIVING ROOMS, PARLORS,LIBRARIES,PENIS, SUNROOMS,BEDROOMS, RECREATION ROOMS OR SIMILAR ROOMS,CR AREAS A DWELLING UNIT, #M1093 FOUNDATION DRAWINGS: MODEL: 1-of-2: FOUNDATION • 2-of-2; FC JNDATICIPI DETAILS STATE INSIGNIA&DATA PLATE AFFIXED TO THE INSIDE OF THE ELECTRICAL PANEL BOX COVER PLUMBING NOTES: MECHANICAL NOTES: u° Department of Community Affairs e...�,q 60 Executive Park South,NE THIRD PARR: NILBORN, NEWER,CARTER 1. ALL PLUMBING FIXTURES SHAM HAVE SEPARATE SHUT-OFF VALVES Atlanta Georgia 30329 1, HVAC SYSTEM NOT SNOW*)IN THIS PACKAGE.HVAC SYSTEM TO BE DES(2JED AND INSTALLED &ASSOCIATES 2. WATER HEATER SHALL HAVE SAFETY PAN MTH 1 INCH DRAIN TO EXTERIOR, T&P RELIEF ON-SITE BY OTHERS. Industrialized Buildings Program 1827 SOUTH MYRTLE AVE. FL 53758 VALVE WITH DRAIN TO EXTERIOR,AND A SHUT OFF VALVE VATHIN 3 FEET ON A COLD WATER 2, IT£STROOM VENT FANS SHALL PROVIDE 50 OEM MINIMUM OF VENTILATION. (04)679-3118 aFARWATFx, SUPPLY UNE 3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CM, B'a'dcas ate qa us 3. WATER PIPES INSTALLED IN A WALL E)AK%ED TO THE EXTERIOR SHALL BE LOCATED CH THE 4, HVAC LOAD IS ASSUMED. IF ACTUAL HVAC LOAD EXC EDS LOAD SHOWN THE ELECTRICAL PANEL GEORGIA THIRD PARTY --"~ �- HEATED SIDE OF THE WAIL INSULATION.WATER PIPING INSTALLED IN AN UNCONDITIONED AMC SIZING MUST BE RE-EVALUATED BY UCENSD DESIGNER (DESIGNED BY OTHERS), Pex4...,' AGENCY APPROVAL. Ad r i a n Ho m e s SHALL BE INSULATED Will AN INSULATION OF R-6,5 MINIMUM. 5, PRIMARY FEAT SOURCE MAY NOT BE ELECTRIC RESISTANCE TYPE. Max Rietschrer COAST.TYPE VB 4. DVN SYSTEM SHALL BE EITHER ABS OR PVC Filed-For-Record: Sep A DIVISION OF ALLIANCE HOMES,INC. 5, WATER SUPPLY LINES SHAM EE POLYBUTYLENE CPYC COPPER OR I'EX WINEN POLY13UT71ENE OCCUPANCY R-3 • HWY.ao EAST,ADRIAN, GEORGIA 31002 SUPPLY ONES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS 180'F. TrackngNumbe: 2009-98035 ALLOY/ABLE NO. PDLYBUTYLENE PIPE SHAM BE INSTALLED IN ACCORDANCE PATH THE MANUFACTURER'S MATELINE FIRESTOPPING: OF FLOORS -I MODEL NUMBER:M1093 LIMITATIONS AND INSTRUCTIONS. CHID VELOCITY[MPH) 140 6. BUILDING DRAM AND CLEANCXITS ARE DESIGNED AND SITE INSTALLED BY OTHERS,SUBJECT TO DRAWN B Y: LOW LOCAL JURISDICTION APPROVAL. (3 sEC. GUST) 7. TUB ACCESS PROMDED UNDER HOME, UNLESS OTHERWISE NOTED, FIRE BLOCKING AT MATIEINE ANA)AIR INFILTRATION STOPPING SHALL BE INSTALLED BETWEEN J"` t S1� FIRE RATING of 8. SHOVER STAU.S SHALL BE COVERED WSTH NON-ABSORBENT MATERIAL TO A HEIGHT Cr 70 MODULES FIRE BLOCKING MATERIAL STALL BE FIRE SATING INSULATION AND/'OR U&LISTED FIRE 0016 n No. 1815-1087-CA EXT.WALLS ° DATE: 08/17/09 REVISED: ACHES ABOVE FINISH FLOOR, CAULK FOR GAPS FiRE SATING INSULATION SHALL BE SUPPORTED ON NON-CcA USTBtE SUPPORTS, M'Pr°v°d at HNNSORN, WNSRNER. CARTER& AS$CO. FLAN ND. 1915-1087 S. PROVIDE THERMAL EXPANSION DEVICE IF REQUIRED BY WATER HEATER MANUFACT1N1ER OR . SUCH AS METAL FLASHING. ALLOW.FLOOR LOAD 40 H WC JOB NUMBER: 1815-1087 SYSTEM INSTALLATION,ON SITE BY OTHERS. 10.A WATER HAMMER ARRESTOR SHAD.BE INSTALLED WHERE QUICK D OSNG VALVES ARE UTILIZED ANY AR GAPS BETWEEN MODULES AT FLOOR AND CEILING LINES AND ANY OTHER PENETRATIONS ■, sE1SMIC DE.rr CAT. O WC TYPE: COVER - GEORGIA UNLESS OTHERWISE APPROVF3). WATER HAMMER ARRESTORS SHALL BE INSTALLED IN THRCXUTH THE BUILDNO ENVELOPE SHAT BE CAULKED,GASKI:ILD, WEATHER-STRIPPED, VAMPED APPROVAL .fr.. 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SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. MODEL NUMBER: M1093 FOUNDATION ENCLOSURE(WHEN PROVIDED)MUST HAVE 1 WARE FOOT NET WNDOW SCHEDULE EXAUPLE 0 DRAWN BY: LOW VENT AREA PER 1/150th OF THE FLOOR AREA, A 2re.36- MINIMUM CRAWL SPACE ACCESS AND A 6 MIL POLY GROUND COVER,SITE INSTALLED BY 1 36%60*SINGLE HUNG DATE: 08/17/09 REVISED: OTHERS AND SUBECT TO LOCAL JURISDICTION. 2 30x38'SINGLE HUNG HWC JOB NUMBER: 1815-1087 NOTE; DWG. TYPE: ELEVATIONS - OPTIONAL HALF PORCH STEPS,RAILS At DECKS TO BE DESIGNED BY OTHERS AND BUILT OR SITE BY OTHERS IN ACCORDANCE WITH LOCAL CODES AND INSPECTIONS NOTES: SCALE: 1/8"--.1'-0" PAGE : 2.1 4 4.-D« /�,�^ a- T.,'''',.. 4SY-Gs } I '�` i,':T OPIITIONAL PORCH MAX LENGTH Vii:.C.J-� di- �.','s'd t 1 G';v`t ES... 'i.)N. r '6 4'-a i 4" 22-4-71/‘- c3)h?x6 ct)2x6 c�uoal s SEE") et[ sEE sHEEr+tat r 2a,_s« «« ,,ate "1 ,I i`'e���� . 5960 ° . �r 3680 ire" ter; tc. - - 0 ,ift IF:A elm .. � LI Id 2 �► ING `b'y 12'-2 x tt'-10' • w' 9'-4"x 13 2.- ; 156.14 0. FT Ill 122 89 SQ-FT. cM 2x6 F-z WQ14 .DAD BEARING)125 LIGHT REQ'D A� �, 9.8 LIGHT RfQb 5 o gg9gIFIS.S 6.2 VFNT REQ'D /,,,,, 4 9 VENT REQ D I a ��8 p�8/���1, T- 32 S'.t SNEET 412- f -J 1.0)(i O 5S`8 *7 a° Ai't1C I '_i FOR SFARVAII_ % o/QQ� �/C„`y �� • �; ACCESS - 60 BF - - - - - -_�r� »tier o• I s1 11 ,1 ,`.j)1 12'x7.875 LVL BEAN PER MODULE / '6'8 ...'$. '''iii11i�iiiiii la qp,,,,,,-,, F Q LtNL f�i '' o/ f > MASTER BEDROOM 1 U' NG ROOM 0 °;I/,: '' °fit: �s*'' I 14'-2"x 12'-10' 14'-7'x 13'-2" d/7t��ipy�t3 `l�4�� 181.80 SQ.FT. 182 5Q. FT. / 14.5 LIGHT REVD xf 15.4 LIGHT REQb 0Q 0 32 7.3 VENT REVD 7.3 VENT REVD I 32 I E 5 I1__=.___ts, S E S T. #12 SEW 3678 3050 SEE SHT, *12 (TYPICAL) e-2 1/4"1, f3'-6 1 4' `1'-3 1/2', � aYPICAI_} ' ' , f i,3 T°�,e ,fi+ ..,. ,ff:� \ /2'-8'/ 14'-R' 1-r 15-3' / R'-0" / / \ �'' OPTIONAL PORCH ¢PORCH { t gg yyg MAX LENGTH k"T*I ^ ' c. R. .,8 +iw {2AIERtILKIES• ,:! -• 1. ALL COLUMN STUDS SHALL BE GLUED/NAILED TOGETHER, t€` t PVA GLUE WITH 100%COVERAGE, WI, 2. INSTALL (2)STEEL STRAPS AT EACH STUD DF EACH COLUMN .,„,,,,\ j 'y 26 Ga.x 1 1/2 Willi(7)7/1S CROWN x 1 1/4'STAPLES ` ' PER STRAP,FROM RIDGE BEAM TO COLUMN AND COLUMN TO \''''•', ��' FLOOR JOIST.3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. °°`' �` re 4.DOOR SIZES ARE SHOWN IN INCHES k REFLECT DOOR Ol'E!i'G. �, Cr.:,„"` AHBRENATIONS: COLUMN SCHEDULE: VTR VENT THRU ROOF W/RIDGE BEAM BRG.STIFFENER FLOOR PLAN THIRD PARTY: R1U3CR4, WERNER,CARTER AV AUTO VENT &AssoaATES DW DISHWASHER �A (2)2X4 SPF 2 EACH HALF SCALE: 1/8'=1'-0" 1827 SOUTH MYR'RE AVE. REF REFRIGERATOR SbEAR)IAL _CONSTRUCTION CLEAR WATER,Ft.33758 *1 WATER HEATER <>(3)2X4 &'F#2 EACH HALF 1, A heidown shop be provided of each'sheorwall mark'location on the plan above. The watt between marks shall be , W WASHER O 4 2X4 SPF EACH HALF constructed as specified in the table below. 0 DRYER () 2. In comers,where two holdowns ore required(one in each arthogona(direction)the lower capacity hoidown may be Adrian Homes (5)2X4 SP'r #2 EACH HALF omitted when the walls are interconnected to transfer the lower chord force to the larger anchor. , 3, Stagger all fasteners spaced 2 oc,or less,In multiple rows with the tows staggered not less than 1.5'apart. MSIQ4 OF ALLIANCE HOMES,INC. WINDOW SCHEDULE DOOR SCHEDULE 4. Truss(es)shall be placed over each interior sheorwatl and the truss A D truss(es)shall be sheathed in the same manner os yyry, VI EAST, ADRIAN, GEORG/A 31002 ■ the wall below. ALL BOOM TD BE SINGLE Hutt PfTH 11i9.1A1ED SLAMS(u•., 1-11 SCE BESCRPIXN HEADERS 5. Alternate holdoem of equal or greater capacity may be substituted for holdowns specified. MODEL NUMBER: M (793 Ni MINIMS*OM KIST O.=EV(WITH Nit SECTION R31. - 8. Holdowns to be installed in accordance with manufacturer 8 installation instructions, ALL WOWS SHALL BE DEMO To RESGT 49 pd,Pas,&NEG 15 15'x86'4-3/8' -pa HC11{7e COrtf (2}2x4 SIC-1` 7. Mere he/downs are to be installed on-site,a dearly marked access panel shalt be provided. 11'44'SMFD rank ffra BEAU MD f1 LEV Of 24^PLY--BFJ61. 24 -3/$' s,.PA .I1O.L CCF (2}2,4 3f'}1 a Fasten shearvrali bottom plate to double joist(below)with 4 1/2'screws at 4 an center spacing. DRAWN BY: LDW t SRO 11B400/46,(2) SILOS 8. Fasten shearwtpl top plate to double truss bottom chords(above)with 12X4 1/2'screws at 4 tm caller spacing. tn. 512E WADERS atAZtDNtEA 14+rARi.1, ?8"xe0'x1-3/8' 6-PAMO..tIQl.awt0� (2)2x4s7�2 DATE: 08/17/09 REVISED: 1460 14'x ea' MIME 41240 (2)2x4 SPF/2 30 36'hao'x1-3/8' 6-PMEL}MOW MBE (2)2x4 gcp SHEARWALL SCHEDULE•USE ONLY MARKS THAT APPLY 2466 24•x 60' SNQ1£IR540 (2)2.4 seFf2 7.5 sq& 323 xq.tt 32 32'x8S`x1-3J%' 6-PM�I.Hp1.NY CORE (2)44 adz Mark Sheathing Fastening Framing HoldoWn _ H WC 1 NUMBER: t 8)5-1()87 3039 s>"x 35' SEIGLE Hi340 (2)44 SnFP2 5.56 sq.& 2,70 safe 39 35'xed'x1-3/e' 6-1A4a WILLOW CCRE (2)44 SPE/2 7/16'Structure(Sheathing, 0.131'x 1.75'naps 2x6 SPF*16"oc (1)SIMPSON STHD 14RJ 3040 30•x 40' v (2)44 SFF/2 ema wt. II**VI- --- -- Lo0WWBm MOLD (2)2 e SPE12 !"N One Side, Blocked 4 12 ed.e field AT M/(JNE COLUMNS&OPENINGS DWG. TYPE: FLOOR PLAN 3050 36'x e0' 99463E HIR40 (2)2x4 FF52 1220 xyIt 5.14*NA 2i 22x7$a1' 1133,12203 ION.DM (2)2x4 S'F#2 7/16'Structure Sheathing, 0.131'x 1.75'naps 2x6 SPF+�16" of (1)SIMPSON HDU2 S)52.5 3665 35`090'x1-3/B' INIA.6-PANEL STEEL (2)2x4 SPE/2 L° One Side,Blocked 4 12 :..- field AT MATE LINE&STDEWALL NOTES: zees. 3e'>eo`xh-3/a' NSA.9-tI1E STEEL (2)2x4 TM 1/2"Orywoll,Each Side, 1 5/8"Drywall Hans 2x4 SPF 0 16'oc (1) SIMPSON STHD 14RJ i S4>IraAm1 (2)235 3 (�\ / Blocked 4 12 .,•: field AT MATE IJNE&SIDEWALL SCALE: 1/8".----1'-0" PAGE 3 �-wls o`ISES 3770 MOONS NCH HEUtATED ctrasia t u•,5`.ae4 Ste 73'inex1-3/re .J.::. C..?�,�.; )/ 4-FA'-0" y LAP 7/16" O.S.B. SHEATHING oveeo+t°aat,® DOWN OVER DOUBLE JOIST (3/4" MINIMUM) ®4' 0'`-�C.A1yot,s, AND FASTEN TO 2x10 #2 SW JOIST �.� ".°Q�aFI;ssr-4...,...--7. � od„ SEE SHEET #11 (PORCH DETAILS) FOR 2x10 #2 SYP ® e L" c. COMPLETE PORCH FRAMING INFORMATION PRESSURE TREATED p '�`' . o2' RIM JOIST FOR A • r 8 y° •4'-I" :'-t" „.. A MINIMUM DISTANCE OF a ,a, ! ;r;° g OPT. PORCH 4' GREATER THAN THE FULL DEPTH BLOCKING AT 24° O.C. °f ,��•, •'"� v"m' FASTEN END JOIST WITH W11HIN (2) JOIST SPACES OF THE 4'-0" DEPTH OF THE PORCH ",��;.;~1 ;'.q.u '�N'® (7) .131x3" NAILS FOUNDATION WALL PER I.R.C. R404.1 (4) MINIMUM (TYPICAL BOTH SIDES). a., ',V te��aa3s0 - ------ TO BE lIllqipipl/iie000..■IIIIIIWr- I. STAGGERED A MINIMUM ( ;� SPLICES TOF 4'. NO BUTT . 10hib 414b6 - 1 -. Nilli III JOINTS IN EDGE JOIST IN PORCH AREA (TYP) Jr fV. c No 730 Ali 12x10 SPF#2 ISIS AT tfi`O.C.(TYP) (\\TT. , _i 111111111•111111 , I_ ll , .„...,_ „,._ IIIIIII.I.I.. 111 „—1 A SECTION GA 1A" - . 414111Mird II ii IiINSTALL P.T. 5/4 SW • " ' II DECKING IN PORCH °�, �E 2xt0 SPF f2 JOISTS At ts°ac mil AREA. FASTEN EACH '� BOARD TO EACH a Ala= SEE PAGE B-2 0-2 JOIST WITH " _ {{ 2-.120"x3" NAILS (---T4 rU ' ...iiiii.mbibli...,,Nompoppippr DETAIL B- — I II 2x10 SW 2 FLOOR �JOIST AT 16" O.C, [, 11111 INSTALL P.T. JOISTS IN ° �� --- -- PORCH AREA • a°'Fa�id..� � ,�; v'R ...AiggllIllhb ..d/IIIIIIIIIIII■ THIRD PARTY: HRACRN. WERNER.CARTER la ASSOQATES 1827 SOUTH MYRTLE AYE, CLEARWAT'ER,F€.33756 ONE LAYER OF 23/32" T&G OSB DOUBLE 2x10 #2 SPF RIM JOIST. FASTEN INSIDE JOIST DOUBLE 2x10 SYP #2 JOISTS UNDER STURDI-FLOOR, EXP-1, 24" O.C. MAX. WITH TO EACH SIDERAIL WITH (6) .131"x3 1/4" P.D. NAILS. SHEARWALL AND AT END OF PORCH ---------`r �_ OFFSET SEAMS. FASTENED WITH 100% PVA FASTEN DBL SIDERAILS TOGETHER WITH .131"x 3 1/4" FASTEN TOGETHER WITH .131"x3" NAILS Adrian Homes GLUE AND 0.131x3" NAILS, 6" O.C. EDGES P.D. NAILS AT 8" O.G. STAGGERED TOP AND BOTTOM. 6" O.C. (TYP) A OIMSION OF AWANCE HINES,INC. AND FIELD, (TYPICAL) (TYPICAL) HWY. e0 EAST. ADRIAN, GEORGIA 31002 MODEL NUMBER: M1093 DRAWN BY: LDW TYPICAL FLOOR FRAMING DETAIL. DATE:08/17/09 REVISED: SCALE: 3/16"=1'-0" HWC JOB NUMBER: 1815-1087 DWG. TYPE: FLOOR FRAMING NOTES: SCALE: 3/16"=1'—O" PAGE : 4 . _ 4C-0" _.....--..,, e"" c) DOUBLE TRUSSES 36° (MN) 7/16* OS B ROOF SHEATHING MP DOUBLE TRUSSES 36° (MIN) ,,,,,,„., I SACK FROM GABLE END (TYP) BACK FROM PORCH (TYP) 3 1/2 V-0" .1,c,„,,'`''. '''' / ..! op iZ.1/A,- .,,,7,--... .2.--..s, IT -‘. 1 4:.3,\ ammo 1 I I 1 1.11-"quiipm; amannimatimmimig Ill I III r A 111 WIIIIMW11011. 11 1 cr...gLit (:oNFoz°,705,,,A.,„ 472) •,..:; ....- III SHEET fit $.‘A, <--------•,,,,,, -..s..„4.4tk 11 lippi 2x4 GABLE ENDWALL (TYPICAL) SEE SHEET 10 ViN WI.v . . MI _4141111■■■. 111— RAKE GFALAsaDADER . lid 2.2:06 otitmi et% IIIII I III 111 0„\-ocAno/ii. : (2) 2X4 12 SPF I ‘ F411 IIIII RIDGE BO.-DS .:`%0.•'. ES0;°'••44/ 4'0 ti 111 , Al NI ... ., 7--. II . i . Ill .: , :,5y ._.----- - t ?- Ill 111 _..,-,c/igi.17858 #* — ....,.. ..,\.1, 4:(91eti-iii4" ,- .., ft. .,=. II ,,,, • '1.:, ii..,.(%•,. i IIIIIII01444114ttiti‘°% 1111 „"tg ,,•.'.m--...;:i 0:\ / / \ \ \ / e s %. 1.1 II II 1;7i \c51 SEP '152009 it2' III 1 NI ,,-, : ,;„:1; .,-.,,,,,, cta igS9, _i 111111111111.1111=1111111=MINIIIIIIIIIIIIIIINIIIMINI=1=1=11111111111•111111111111111.1111.11111•011111 '''\''?''.:'; \,p-,t,„•, ,---(4,q/ 2x6 i2 SPF FASCIA TRUSS SEE alEET 111 (TYPICAL) PACING FOR PORCH FRAMING DETAILS THIRD PARTY; HIL9CRN, WERNER.CARrat &ASSOCIATES 1827 SOUTH MYRTLE AVE. CLEARWATER FL 3.3756 Adrian Homes A DIVISION OF ALLIANCE HOMES,INC. HWY.80 EAST, ADRIAN, GEORGIA 31002 MODEL NUMBER:M1093 . DRAWN BY: LDW • DATE: 08/17/09 REVISED: HWC JOB NUMBER: 1815-1087 NOT TYPE: ROOF FRAMING TYPICAL ROOF FRAMING DETAIL NOTES: SCALE: 3/16"--.1'-0" SCALE: 3/16"=1 -0" PAGE : 4.1 �@_t8i48wri tilgt,_d GCS"G.1 0 u‘(5FESSt0 :.A 1. 11 ;#:?0 af o '.% / c? , n /( w °� y`*e .7 �4:w VIP SEAIILE RECEIPT m°���QUA/i 8 A kii 9&8'�°�����® 10 16 CHM 25'OF �!�i13 al 1D/20 \� HVAC EYIlPIf7R V QA riiiilinimii.- f �-' t r. is e F° §r --'-',, 1l�l i-off 2i • ...., E•. s V. � M �g`. ,41 1 t3 113 \ f F i i i . X l \\ 'r .21'.8- \ I I '�- "�y� _'� 13 • l INSTALL ON. f't h f� x"'� ,•• 3'% �'- f'1'10 i VSNACK HAR � ?!,7 3F 5. "fii_ 'T 0n-0 (,.. 22 �r AT STD. HT. t ,�,°.p .Sss ry ..� °,+ . 0.f WP i i. -v . ''� a . y s " 44 e>,.... ' w f ; "1 u1 } �f5]7 181 1—I — — — — - - - - - - _ ,<4.-4,,,-;,-.),3� 2 s t.� ' % 1 I s- _Fl1 r`` 3 I Il f 1 I �� NODULAR PANE.S31E1UE i f 1 'e CIRCUIT l WRE BREAKER 1 i .�_ 7 NUMBER SIZEP P0i DESORPTION so - __ i AFO 20 LIGHTS • 1 ��\\ Q 12-2 1 / i i 2 GFC1 12-2_ 20 1 ' 51/ALL APPLIANCE I �, _i 3 AFO 12-2 20 1 UI11S / 1 1 " I CFO 12-2 20 1 S1NI.APPLIANCE-NO AFC1 B4 SC. ! ! 1u 1n Ii' .`Ai ±� •'. 7 S 12-2 20 1 SPARE u >i ......R_ ..,...., fi ""�'°"" {;F1 8 10-3 25 2 WATER NEATER Liss 7 AFO 12-2 20 1 LIGHTS 9 GFU/AFO 12-2 20 1 SMAI1 APPLIANCE MCI I 12-2 20 1 , LIGHTS 11 12-2 20 1 WASHER t2 8-3 40 2 RANGE 14 13 ARI 12-2 20 1 UGISTS 15 17 10-3 30 2 MTN 16 GFO 12-2 20 1 BATH(GEO ERFACER CR REELPT) 18 12-2 20 1 HVAC SERVICE FACTORY INSTALLED ELECTRICAL PLAN ,19 0 ? OAHU.s FRNACCECSTEINSTALLED ELECTRICAL LEGEND SCALE: 1/8'=1'-a' 21 12-2 20 1 SPARE um 120/240V PANEL 22 AFO 12-3 20 11 %IONE ALARMS(NO AFO 1W SC) -0- INCANDESCENT UGHT P3 12-2 20 I i»9HWAs-R(OPTIONAL) -s} LIGHT IN ATTIC WITH 5811'CH 24 SPARE $ 20A 120V SINGLE POLE TOGGLE SWITCH $a 20A 120V 3 WAY TOGGLE SWITCH PANE.SING` GENERAL NOTES: �---. 4) 20A 120V DUPLEX RECEPTACLE 1093 SQ.FT.X 3 WATTS/SQ.FT. -3.3 KW 1. SAICME DETECTORS TO BE WIRED TO ACTIVATE ALARMS SIMULTANEOUSLY IF Adrian Homes DUPLEX RECEPTACLE(WATER PROOF) 3-20AMP APPLIANCE OC15(1.5) -4,5 MW ANY DETECTORS ARE ACTIVATED. A DIVISION OF ALLIANCE HOMES, INC. 8w GROUND FAULT INTERRUPT PROTECTS LAUNDRY GROUT =24 KW 2. HVAC SYSTEM IS DESIGNED BY OTHERS,SITE INSTALLED,SUBJECT TO LOCAL HWY. 80 EAST, ADRIAN, GEORGIA 31002 200 AMP BUILDING OFFICIAL RENEW A14)APPROVAL -Or 50 CFM EXHAUST FAN(CORING MOUNT) RANGE - 9.6 M SERVICE 3. ALL CIRCUITS TO BE COPPER NM EXCEPT HVAC AND RANGE CIRCUITS TO RE -0i. DCIE RICK UCHr,VsEATHERPROOF DRYER = 5.2 KW PANEL COPPER SE CABLE MODEL NUMBER:M 1 09 3 4. DISCONNECT REWIRED QUIRED INSTALLED NEAREST THE PONT OF ENTRANCE OF Q SMOKE DETECTOR WATER HEATER =55 KW SERE CONDUCTORS. DRAWN BY: LDW DISHWASHER =1.2 KW 5. SMOKE DETECTORS LESS THAN 20'FROM A RANGE MUST BE PHOTOELECTRIC ® COMBINATION SMCEEJCO DETECTOR TOTAL -31.7 KW 6. N�EC1 IONIZATION TYPE /2OA nI RESTS IN DAMP/KT LocanaNS SHALL DATE: 08/17/()9 REVISED: © THERMOSTAT FIRST WNW 0 10ErA 1400 KW C�-) RANGE HOOD REMAINDER DD 40%(21,7 X.4D) = 8.7 KW ETPB TCOND BE LISTED W9EATHEfl-RESISTANT TYPE. H WC JQB NUMBER: 1815-1087 EMPTY CONDUIT o CAN UGHTING HVAC-(ASSUME 20.9KWJ 249 KW DIRU FLOOR FOR DWG. TYPE: ELECTRICAL Q TELEVISION OUTLET TOTAL =39.6 KW=39,600 WATTS - TxlRO PARTY: HIL9aRN,WERNER, CARTER 4 TELEPHCNE OUTLET 39,600 WATTS/240YELTS =165.0 AMPS= 200 AMP SERMCE RIGID N AL CONDUIT ac ASSOCIATES NOTES: D/W DISHWASHER PER NEC 1827 SOUTH MYRTLE AVE i n CLEARWATER.FL 33758 SCALE: 1/8 =1 —0 PAGE : 5 3' VTR ////.,;.,'‘,' j R--a � \\ 3' VTR VTR .t; r "T7 `k JL VTR VTR J L J jL 3' , �-; ,,L YTR /G ,0,, 3. J L / V,2 1-1/2" 74ti ,iU°'dA 3":: ;v" 1-1/2° 1 1/2" 2° `L 1 N 1118 CR TUB OR SHOWER�STTY SHOWER TTY 1-1/2` 1/#)1 ,g! LAV 1-1J2" PT ° 2" ! T DW TTY 2° `, STTY WASHER PT PT I-1/22" P1-1/2" 2, i Y /2, PT / / 2 1-1/2T 1-1/2' 2' f3" 2° TYP. LAV(DWV) TYP.TUB OR SHOWER(DWV) TYP. KITCHEN SINK (DWV) TYP.W/C (DWV) TYP.WASHER(DWV) SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE NOTE: PIPING[nix THE FLOOR TO BE SITE INSTALLED BY OTHERS. DWV LINES DVVV SYSTEM WNT SCALE: NONE NOTE: THIS BUILDING REQUIRES A 3" BUILDING DRAKE. WASTE WATER SUPPLY UNES =HOT NOTE ®q��-t8@8katigh.���B - cap t. COPPER,CPVC OR OTHER APPROVED OR USTED MATERIALS ��CI MAY BE USE ALL SANG OF PIPE,t OR-,MUST MEET OR K-SfHK .�® "'C R(� , EXCEED ANY APPUCABLE CODES NOSE f�B :/: .. �s9 Q�OFE4'CI ', e. =SHUT OFF 2. 051 ADMITTANCE THE AV VALVES%ALL SE LOCATED A MINIMUM OF 4 • ;Qw 41(:',. ►�a =STS FALKET WIN INCHES ABOVE THE HORIZONTAL DRAIN OR FIXTURE DRAIN t/2" �a1/2' a t BACI(FLOW PREVENTER BPACES OR PRO AND DED ST EVE ULL EDIN ACCESS WEL ORS. /4' L?* ABBREVIATIONS 0 •�7853 � * -- 3. ALL HOT WATER PIPING IS ON LEFT SIDE GC FIXTURE. 1/2" ''W� I s��,� o 4. TO MINIMIZE RODE PENETRATIONS NOT EVERY INDIVIDUAL Lam.`! s, LP LOOP VENT FIXTURE VA DE VENTED IHRCUGH THE ROOF. BATTERIES OF it,. 3/4' . ,, ° FIXTURES SHOULD BE VaITED TOGETHER. IJ2" �,.e15.. , I ", °° ,� AY AUTO VENT 5. ELECTRIC WATER HEATER T .4 'AL_041NIMUM)W111.72 j.`'.°., ° °'� B� VTR VENT THROUG-1 ROOF GPH DRAW AND 22 F A., ®,� £ a� . 1,7:.\\--��� t Y I`�tail ®®!;sJ>I;«a¢S�.a WA WATER HAMMER ARRESTOR i, __„,,,,.e)' :, N 1°INLET /4" WATER CLOSET / a `. `� LBy LAVATORY f. 1 41 3/4' TUBE SHOWER`` I . �( DISHWASHER I'`'r•= "" - WHERE /{" 1:-: 5 2009 II� ,, - WHERE WATER HEATERS ARE INSTALLED IN LOCATIONS / `� 1g BATHTUB WHERE LEAKAGE OF THE TANKS OR CONNECTIONS WILL 1/2 pj+1/2"NJC ` . '. je'21 CAUSE DAMAGE, THE WATER HEATER SHALL BE INSTALLED "` ''-'_' N�� IN A GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS - r 3/{• "4' ' ' OF 24 GAGE, OR OTHER PANS LISTED FOR SUCH USE 1/2" = - THE PAN SHALL NOT BE LESS THAN 1 1/2' DEEP AND SHALL 1/2 18Y C s:f' BE OF DENSICIENT SIZE AND SHAPE TO RECEIVE ALL DRIPPING '` OR CONDENSATE. - /4' F �^ ,' - THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE 7HIR0 FARIY 1 1 „s tR, CARTER HAVING A MINIMUM DIAMETER OF 3/4' 1/2/$/��1/2' ASSOZYxiEs - WATER HEATER SHALL BE PROTECTED BY A SEPARATE PRESSURE ! /4� 1627 SOUTH MYRTLE 33756 RELIEF VALVE AND A SEPARATE TEMPERATURE-RELIEF VALVE OR A COMBINATION PRESSURE/TEMPERATURE-RELIEF VALVE, - RELIEF VALVE DISCHARGE PIPING SHALL EXIT VIA AN 1 1/2' 3/4" AIR GAP. i YI�iE6 � 1/2' ° _ Adrian domes ` 3/4 LI11/2. 1 2' 1 2" A DIVISION OF AUJANCE HOMES,INC. 1/2•� 63/{• - • J2' HWY, 80 EAST,ADRIAN, GEORGIA 31002 1/2) �1/2' 3/4"1/2" MODEL NUMBER: M1093 DRAWN BY: LDW DATE: 08/17/09 REVISED: 1/2'J`1,1/2• 1/2" HWC JOB NUMBER: 1815-1087 DWG. TYPE: PLUMBING SCHEMATICS NOTES: NOSE B SCALE: NONE PAGE : 6 , ---- wilittgots,. t. veg tkle,"b,AVA CARO 10 ,..,-„.,,,,......, 4i4- SI % Co 9°'OFES4Ifc;', .t, ° 1 .4 .7 Q .4 . , „A: ....„„.29_,,- 7-,(te,,..„.„...„7.A„.. _ .(.., ., ... „.. ._ - _ ... ,......, i,. .... ,.. ,,,, ..r..... .... ... . 12'SUPPLY ..• s ,... 1HRu FL5oR PAO WONT HVAC1AAT 14'NSILAIED or . ..9 . Am cajic I.X.A110M*°MGM Pin ROLM MAY WARY BELNI Fl CO3 -e.6. , ,..4 . .„ ''''„,,, 1,0Z.V i N'''''O ‘‘ ......4r4re4 HVAC ve.r. •.,"A Ite_lim• 1,*AA”'••• Aul■Ay 1"iltani0 111111111111■111 .--- '-^--M•1•111Mr INA=711111=11111111111111. * -- r.--.... 0/ 0 7 ,Le..„.. f---AO-DV - o I 0 0 n tt,,, Wit 8 • 1111. A ..AUST FOR RANGE KM EL /5 COMPLY 0 : 4507.3 l!i .0 11", 1•11 10 THE rig-, ..: • V O I,■■.■ 0 N , , I '''•-■.....,.._ ---", o En , 1- (ail, / LINE PLENUM WTH .0 ( AP# I N 1/2"DRYWALL(77P) it ...,...., - ,... CP /^17":':,T1,-; l • , . /#. I . I r--1 re-----51 Pr In i n it! 0 igkpt•A _ ./ / e . . ( NO 104 RAG. /--‘4--34tInall -f••4 °ID .4 ''t'srl' OACO DOI i-....... 1.....17-• L4,11 r-4 / i Z x' ' 1 0 trYPICAO .. \A, / 0 . .:...,■",:" -T, . „ ilipw i 0 I 0 a 0 iv tv . .. 04, . %4 / /D • no 6x12 , 04 maw 0 I 1 sp,Oil el (11P1CAL) Q. I 14:61 ill .i ,. st==1. r== J=11=S r ,, t,:,,,,,-- ----, 7 / 'N \ i \ SEP 1 5 20U9 IQ/ ',';;;".■..'',.= 11:';'.4 \',4k N:',+;14'1..; \::/' \ki..,:...-... ALL HVAC DESIGN, DUCTWORK AND HVAC EQUIPMENT PROVIDED ON SITE BY OTHERS Adrian Homes A DIVISICti OF AWAKE HOMES, INC. HWY. 80 EAST. ADRIAN, GEORGIA 31002 MODEL NUMBER:M1093 DRAWN BY: LOW DATE: 08/17/09 REVISED: HWC JOB NUMBER: 1815-1087 DWG. TYPE: HVAC ThIRD PARTY: HILBORN, WERNER. CAR1ER At ASSOCIATES NOTES: 1627 SOUTH MYRTLE AVE. CLEARWATER,FL 33756 SCALE: 1/8"=1 -0" PAGE : 7 (, EXTERIOR JOINTS IN THE BUILDING ENVELOPE THAT ARE SOURCES VENTILATION NOTE: MATEUNES HE STOPPING ' OF NR LEAKAGE, (AROUND DOOR AND WINDOW FRAMES, BETWEEN SOFFIT,RIDGE AND OR GABLE VENTS TO FIRE BLOCKNG AT MATEUNE AND AiR INFILTRATION STOPPING WALL CAVITIES ANO DOORS/WINDOWS BETWEEN WADS AND BE EQUAL TO 1/150 OF TOTAL ROOF SHALL BE INSTALLED BETWEEN MODULES FiRE BLOCKING FOUNDATIONS, ROOFS,CEfUNGS AND WALL PANELS; OPENINGS AT AREA.(THIS MAY BE REDUCED TO 1/300 MATERIAL MALL BE FRE SAF1NG INSULATION AND/CR UA CANT.2X4 SPF#3 FASTEN TO TOP UTILITY SERVICES THROUGH WALLS,FLOORS AND ROOFS; AND ANY WHEN A VAPOR BARRi€R CF 1 PERM IS LISTED FIRE CAULK FOR GAPS OF 1/2'WIDTH AND LESS FOR CHORD MATH (3) 15Gax2 1/2'STA, OTHER OPENINGS IN BUILDING ENVELOPE SHALL BE CAULX DD, INSTALLED iN ATTIC OF EACH MODULE) LARGER GAPS FIRE SAFTNG INSULATION SHALL BE SUPPORTED (IYP.EACH HALF) GASKETED, WEATHER STRIPPED AND/OR SEALED BY AN APPROVED ON NON-COMBUSTBLE SUPPORTS,SUCH AS METAL FLASHING. FASTEN(2)2X4 TOGETHER WITH¢8x4" METHOD. ANY AiR GAPS BETWEEN MODULES AT FLOOR AND°DUNG SCREWS TOED AT 12'O.0 (SITE INSTALLED) UNES AND ANY OTHER PENETRATIONS THRUOUT THE BUILDING 7/16° APA RATED ENVELOPE SHALL BE CALKED,GASKETED, WARIER-STRIPPED, 1 1/2"x24'x26GA,STEEL STRAP AT SHEATHING-EXP 1-24/16 WRAPPED OR OTHERWISE SEALED TO UMIT UNCONTROLLED AIR 4'-0'O.C.WITH (6)16d NAILS EACH MOVEMENT.STOPPING MATERIAL AND INSTALLATION ES END OF C. FIBERGLASS SHINGLES CLASS'A'RATED(MIN)AS PER DESIGNED BY OTHERS AND SITE INSTALLED, AS1M DOB INSTALLED PER MANUF.INSTRUCTIONS. RIDGE BEAU REFER TO APPROVED I" r (IRO&FBC NOTE: SHINGLES STALL COMPLY WITH ,- '°` ="��'`` w, I, ASTM 03161 - CLASS'F' '" STRUCTURAL PACKA( FOR LAMINATED SEAM l C1, ' L....A ''' SPECS„::NSPANS(TYP.) ED TRUSS AT 24"OEAD DUCT(HVAC) FASTENED WITH CORROSION RESISTANT FASTENERS, <7 TRUSS CONFIGURATION MAY VARY FROM +O , CROSS SECTT(�H R-30 INSULATION OR R-300:: t n,-,^-..-c:�OIIV I SIMPSON H10 CUP INSTALLED AT EACH TRUSS �� v«a._ i . ;- TION WITH CIIUNG PAINT<1 SEE PAGE 9 FOR KINGPOST %, FASTEN TO TRUSS BOTTOM CHORD W/(8 0.131x1 1/2`NAILS '. �� FASTENING DETAIL AND TOP PLATE WITH(8) 0.131x1 i/2�NAILS f�A 1e v 12 ��1+ IN STTRUCTURAL SHEATHING OVERR CW'A TOP PLATES ax I ��', CONT,1x4 SPF BRACE AT CENTER DG STRIP AND WEDGE p' INSTALL BAFFLES(EACH BAY) TO PROVIDE O i, WEB FASTEN TO EACH WTIH(2) a MIL •• 15Gax2 1/2°STALES 1"AIR SPACE BETWEEN SHEATHING A TH THE iNSUUTIOV TIONS INSTALL GALV. 1 1 x28GA.STRAP WiTH 7 15GA.x1" kki GALV.METAL DRIP EDGE FLAT TRUSS PROFILE �" ( ) . .111.g.. PETHETRATI(XH STA/END 24"O.C.FRfkd CONT,2x6 RUNNER ' ,� TCP � 1/2" CEILING BOARD INSTALL OR RIDGE BEAM TO WALL STUD AND AT OPENING STUDS i 2X6 SPF,y2 FAaA WITH V1NYL/METAL COVERING PER MANUFACTURER'S PER FLOOR PLAN (TYP. EACH MARRIAGE WALL AT CEILING I' `` INSTRUCTIONS . OVERHANG CONSTRUCTION PER APPROVED STRUCTURAL PACKAGE. '• R-13 INSULATION VATH KRAFT 13'•$° FLOOR WIDTH 7/16"APA RATED 24/16 SHEATHING RuN PARALLEL TO STUDS.FASTEN TO TOP PLATE AND (TYPICAL) •� TO INSIDE ATTiC ACCESS OPENING NOT LESS FLOOR RIM JOIST MATH 7/16"x16"GA. STAPLES AT 3°O.C.EDGES AND 12"O.C.FIF3.0 INTERIOR �� THAN 22'x36"FOR ATTIC AREA INTERIOR WALL COVERING INSTALLED PER MANUFACTURER'S 4 ZONES AND 2"O.C.EDGE AND 10"O.C.FIELD MAX. WITHIN 3'OF ENDS. ►' HAVING CLEAR HT. 30" OR GREATER INSTRUCTIONS CLASS'C"MIN. ►'. § . ALTERNATE SHEATHING FASTENING TO FLOOR RIM JOIST 26 GA T.5'WIDE STRAP FASTEN EACH S' 2X4 WALL STUDS SPFj3 AT 24' g END WIN(5) 15Ga STAPLES FROM EACH STUD FLOOR RM. TYPICAL MARRIAGE WALL � . INTIIiIOR WALL COVERING INSTALLED PER � MANUFACTURER'S INSTRUCTIONS CLASS"C` 2 ENDWALL STUDS AT EXTERIOR WALL STRUCTURAL BRACING SIDEIWALLS: .' MIN. MARRIAGE WALL CONSTRUCTION CATHEDRAL CEILINGS TO BE 1 ` INSTALLATION.. �' INCLUDING D BEAMS AND HEADERS CKAG PER - 2x6 SPF,¢2 AT i6"O.C. WITH '-'- :•: .• APPROVED STRUCTURAL PACKAGE �� �. STRUCTURAL SHEATHING SHALL.EXTEND CONTINUOUSLY FROM TOP TO B01TDM PLATE IIITfi EXTERIOR WALL CONSTRUCTION AND ►� . 7/12 ROOF PITCH ,,,L-, .• '. 2x6 WALL STUDS AT l6" TYPICAL =z GRADE EDGES XTERi EXTENDING 3/4'MINIMUM OVER 2"NOMINAL LUMBER OF THE SAME SIZE AND UPLIFT WIND STRAPPING PER . APPROVED STRUCTURAL PKG. :• EXTERIOR WALLS(#2 SPF ENDWALLS) Zx4 SI'r�2 BOTTOM PLATE cn v (XtAQE AS EXTERIOR WALL FRAMING.A MINIMUM OF 3 FOUR FOOT SECTIONS OF SHEATHING PER �.' JOST TO GIRDER BEAM WITH(7) _ . SOEWALL SHALL HAVE ALL EDGES BLOCKED, SPACE BLOCKED SECTIONS-€VtIHL-Y-..ALONG EACH �! Ei (TIP.) 13i'x3 1/4" NAILS :: SEDEWALL f g?` 37 1 1 FINNISH FLOORING ... BRACING MATERIAL 't-'' ',HY 2x10 12 SPF FLOOR t/2'xt6`x260 STRAP WITH(7)15cax1' . o . ! ,,.. . 2x10 I i : 7/16'APA RATED 24/16 SHEATHING,EXP.-1,EXP.-2,EXT FED WITH Bd 03-114' OR ALV. 1 1/2'x16°x26GA.STRAP WITH (7)15GA.x1` :•• JOIST AT 16" O.C. PENETRATION STAPLES PER STRAP END AT 48" ;p�„ .� O.C.AND OPENING STUDS BOX NAILS 6" D.C.EDGES AND 12"O.C. IN THE FIET.4 MIN�SEE SHEARWAL TABLE FCR'HLTER ATE PENETRATION STAPLES PER STRAP END AT .� :� FASTENING REQUIREMENTS. A 16" O.C, AND OPENING STUDS ti_ ► r 11;1 1w�wsi EXTERIOR FtN[SH HAROIPIANK OR VINYL SONG INSTAUED; r`;$ it ,•••t`�i��'••••+•••+•••t•••••+••'�t�f�•••••♦�����������•�•�•�•�•�•�•�•���•�•�•�•�•�•�•�•�•�•�����•�•�•�•�•�•�•�•�• 'T•" ����������1�I�i�t���1�����1��������� �t�������1�����i���/,�����i�����s���i�������t.���������������t�����1�t���������►���������1�����1�������f f, ,....,-: stt� it PER MANUFACTURER'S INSTRUCTION OVER WATER ° 5' may i"i;T. PROTECTIVE MEMBRANE , { �7 R-19 INSULATION WITH KRAFT TO INSIDE OR 3/8"x6'LAGS AT 32'O.C., , i DOUBLE 2x10 )�2 SPF x ,. SEE SHEET 2-of-2 FDN.DEL R-21 BLANKET MNSULATION VATH VAPOR IN i SITE INSTALLED. 8x8x16"BLOCK WALL OVER 10x24• CONTINUOUS ,- FOR ANCHOR DETAILS I _! i 7. u n rt BARRIER BOTTOM BOARD 2x2 LEDGER FASTENED TO GIRDER BEAM ( e is, 'i=11-!t II II iv 2000 PSF MIN.SOIL CaICREiE FOOTING BERM GRADE UP AT ADDITION 6 0=11 If 1! (�! III n WITH 7/16'x2 1/2'x15"GA. STAPLES AT 6" Il-ti=11 II 31• BEARING CAPACITY III ' �.. TO PROVIDE POSITIVE =11=11=11=11=, Q.C, -f-1i=1t U II?+ ) T! li=1f �1' °!I li Nl=ff II�iE=tl Il N=11` 1' 1HRO,PAeTY HILBCRN, TER DRAINAGE AWAY FROM lI-11 B 101�li=t I! N-N' II 11 D-R Il=1f IE tE? 1. It=1E I.=1 E 11 11 u- - _ BUILDING =11=0=1'' 11=H DESIGN FOR A MA)IMUM UNBALANCED II Iii -a-II-0= 6 MIL POLY GROUND COVER .411=11=11=11.�I7111;11=11=11. 20CA.x1-1/2°STRAP MAIN (10) OW AT 11"O.C. % 15GA.x1"EACH END INSTALLED ON STE INSTALLED �` ; N;; STUD 116116.. OTION A"2x4 FASTENED TO OST WITH (8) SPUCE BLOCK TRUSSES Z4"O.C. OR(4).131x3"NAILS 15GA,x2-1/2"STAKES OR(4) 1/2"x3 1/2" WDOD I � 1 2X6 SPF/3 SIDERAIL 0.131x3'NAILS Ow) /. COMPRESSION STRIP I { ` (2)2x42 SPF HEADER (2)2x4 12 SPF HEADER FASTEN 2x6 RUNNER OR RIDGE BEAM TO TRUSS •�`� FASTEN SOERWL TO SPLICE BLOCK(SAME S'ECIES AND GRADE)MATH 100%PVA • Hi WITH(7)0.131x3" NAILS,MATH NOT MORE THAN (3) ■1 k 3-ROWS OF 15GA.x2-1/2'STAPLES AT 3"O.C. !aj NAILS INTO END GRAIN OF TRUSS BOTTOM CHORD, /—FASTEN CRIPPLE(JACK)STUD CRIPPLE(JACK)STUD FASTEN RIDGE BEAM TO TOP PLATE CH fix3° HEARS,STUDS, r ASTEN HEADERS, STUDS 26GA.x1-1/2"STRAP 24"O.C, t_'� SCREWS(TOE SCREWED)6"O.C. WOOD BEARING+' FASTEN TO RUNNER AND STUDS ►�� AND CRIPPLE(JACK)STUDS O CRIPPLE(JACK)STUDS STRIP.(SIDEWALLS, ENDWALLS, &MATEUNE) OPTION 'B" PER APPROVED STRUCTURAL PER APPROVED STRUCTURAL WRI (7)15GA.x1" STAPLE OR i4ANUA.L MANUAL 0.120"x1-1/2"NAILS EACH END MI 5'X5'NAIL PLATE(5000¢LOAD UN.) TRUSS KINGPOST • FASTENING DETAIL BEARING STRIP DETAIL SIDERAIL SPLICING DETAIL HEADER AT MULTIPLE WINDOWS SCALE: NONE SCALE NONE SCALE: NONE SCALE: NONE �$®0,%%t i @ E 1t$q�111 .S. '''1)tQ�y\0FESei:."V`i m e ruts o FACTORY INSTALLED 7/16"0.S.B. SHEATHING - •� f f Off'frE HOLD UP 3'FROM BOTTOM OF RIM RAIL si r' r Lrf "- ‘iirt/C:40 4"C.\ fi SON MA MUD SILL ANCHOR,FASTEN INTO DOUBLE RIM RAIL r,r.pi k3 9 "`p,o.zo**kvic k' RIM RAIL AND MUD SILL MATH(4)O.t31x3' NAILS �, OR (4)f3x2 1/2"SCREWS �.� i IJ . 1I�IyyI� FLOOR JOIST /440 ''Z....:.2 4::*�.' I 0?.... ' " ''�A 30x4"SCREW TOE SCREW 1HRU RIM RAIL INTO �i ay 4. r MUD SILL AT 16"O.C. #r,a 1� Etf o °w�" SF y Y• CONTINUOUS FORMED LINTEL 4 1r q_ i y` IIII s� 5 2009 �1 .yy�e.. �i i s 2x6 P.T.MUD ELI. st a".,.°^.,IHZ7..:SON-TIT'MYRTLE AVE. CLEARWATER,FL 33756 MODULE TO SILL ALLIACHMENT Adrian homes SCALE: NONE A DIVISION OF ALLIANCE HOMES, INC. HWY. 80 EAST,ADRIAN, GEORGIA 31002 MODEL NUMBER: M1093 DRAWN BY: LDW — DATE: 08/17/09 REVISED: HWC JOB NUMBER: 1815-1087 DWG. TYPE: DETAILS NOTES: SCALE: NONE PAGE 9 V It F RAdF t 1? .-- PER TRU '�MA7C '°' PRINT t FASTEN(2)2X4 RIDGE BOARDS TOGETHER WITH lax4"SCREWS AT 12"O.C. (SITE INSTALLED) © G(yL;=T '\ - - FASTEN 2x6 CONTINUOUS RAIL DOUBLID TRUSSES 36'FROM ENDWALL ( ' i r TO TRUSS TOP CHORD WITH SMPSON CS22 STRAP BLOCKING AT 32"O,C. 1 .1A1 ,-- �:• .xi 1 • 0.131"x3"AT 6"O.C. 2x4 COLLECTOR FASTENED TO BLOCKING �� 1-1'7 M .4 p...- "gill t MATH(5)0.131"x3'NAILS PER BAY � ���.— ��j]Milli? � FASTEN 2x4'LAMER RUNGS" WITH 2x4 13 SPE LAYFLAT COLLECTORS 6'-0" STE INSTALLED 2x4 GABLE ENDWAII e " (3)0,131'x3'NAA.S TO EA, RAIL MIN.LENGTH FASTENED MATH(3) 1 7/16`SHEATHING FASTEN TO SITE INSTALLED GABLE " �� 0.131"x3'NAILS PER TRUSS. (2) FRAMING MATH 7/16'x15GA.STAPLES AT 4°O.C,ALCNG ✓° 2x6 CONTINUOUS RAIL COLLECTTX2S PER HALF SPACED 64"fl.C, EDGES AND 4 0.0. HELD FASTENING "`^-- 7/16"OSB ROOF SHEATHING FASTEN [ TO END TRUSSES W1TH 7/16"x 1 1/2" SITE INSTALLED GABLE ENDWALL BOTTOM CORD OF TRUSS FASTEN TO 1. 111� ; � 1/2'PLYW000/OSB COMPRESSKIN STRIP 15 OA.STAPLES AT 4 O.C• SKULL WITH SMPSON H1OS CLIP w ��V' .; 77 , FASTEN 2x6 CONTINUOUS L TO TCP _ AT SINGLE TRUSS 44 40 00 SIMPSON CS APPLIED AT THE FACTORY'MTH (5) TIN RN EXT,HOPoZ.PLANE CF MODULE ENDWALL Nile 0.131'x2-1/2"NAILS EACH END CHORD 2x BLOCKING EQUAL TO THE DEPTH OF THE TRUSS BOTTOM `" 1P 2x6 ENDWALL CORD AND DIRECTLY BET OW THE tAYFLAT CGLLEGTORS 0 11� S1�SO\ GYPSUM L lL LG BOARD 1/2"GYPSUM --- --- 'I NALS 2x4 COLLECTOR 6'-0'MINIMUM LENGTH BOTTOM CORD OF TRUSS FASTEN TO SIDEWALL WI3i !i-x-�.r ��1.' FASTEN STE INSTALLED GABLE ENOWALL SPACED 64.O.C. MAXIMUM SIMPSON H10-2 CUP AT DOUBLE TRUSS 194 i�� WM1H(3)0,131'x 3"NAILS PER BAY 1---- C— ' `'� � THRU TOP PLATE INTO 2x6 CONT.RAIL 2x BLOCKING EQUAL TO THE DEPTH Cf THE TRUSS BOTTOM CHORD GABLE END BLOCKING & BRACING DETAIL sMPSDN H2.5 POSITION DIRECTLY BELOW THE LAYFLAT COLLECTORS SCALE_ 1/4' = 1'-0" ' SITE INSTALLED GABLE ENDWALL 7/16'OSB,FASTEN TO SITE INSTALLED _ , , 1111.4441 GABLE FRAMING WITH 7/16"x 1.5"x16 ga. DOUBLET) 1RUSSFS 1 SITE INSTALLED 2x4 GABLE ENOWAU. ' STAPLES AT 4'O.C.EDGE&RELO MATEWAILS Ailliro� (3)0.131'x 3'NAILS PER BAY , � DOUBLE TRUSS FASTENED TOGETHER =m INTO TOP PLATE OF ENDWALL BELOW ` MATH 0.131'x25'NAILS AT g"O.C. row. TOP CORD OF(2)TRUSSES SiMPSON C522 STRAP BLOCKING AT 32"O.C. 2x BLOCKING EQUAL TO THE DEPTH V I;sppp.41/2'PLYWWt7OD/OS$COMPRESSION STRIP DETAIL tt n tt • OF THE TRUSS BOTTOM CCRO AND '� /2" , DIRECTLY BELOW 1HE LAW AT COLLECTORS 1111/11, SCAL E 1 =1'-0' GYPSUM CEIUNG BOARD SIMPSON CS22 APPLIED AT THE FACTORY WITH �ottite/1t!!! Imo' DOUBLED TRUSSES 36'FROM ENDWALL WITH (5) 0,131"x2-1/2"NAILS EACH END 1"� !g ,. '- x4 1i2-SCREWS AT 4"ON CKDITER a® 1-��°tRC} ®®o ; .'1 SHEARWALL TO TRUSS BOTTOM CHORD mod`O'. "FESS,. �P "� ''r.,/..,,�.y 7/16" O.S.B. STRUCTURAL SHEATHING-BOTH SIDES .m `,04 lei f= °. .,,,1 ,1" a . 2x6 SHEARWALL r / f` DETAIL ,tB,F . �� � ' SCALE 1/2"= 1'-O' _= e O fg� �s • t a .k :T: .}w 171:i $� 1 13 2009 ,,1 � c� j � r �Fr:.�� C ...5 .:�. F •GABLE WALL IS TO BE INSTALLED IN THE FIELD AFTER THE Ile„.°".E.:),%".......'°4�, ' ''',9'M }t' KING BRACE IS IN POSSTION. ,.- ,,,L t . % a.<=,r FASTEN GABLE ENDWALL TO 2x6 CONE. RAIL ��' !'4gl 1IE8@4''� a / (3)0.131"x3"NAILS PER BAY j�, (2)0.131'x 3'NAILS PER STUD TOE NAILED INTO TOP PLATE `, x. ANE, t— 7/16"APA RATED SHEATHING / a '.AflebER:FL 33758 CONTINOUS FROM BOTTOM PLATE OF GABLE WALL TO TOP PLATE - drian Names 3 I/2' �•'+i► �/ �' �► !` A DIVISION OF AWANCE HOMES,INC, \ SETBACK GABLE TRUSSES 3 1/2" FROM ( $$ 1 1 HWY. 80 EAST,ADMAN,GEORGIA 11002 EXT.NORM PLANE OF MODULE ENDWALL 1 1/ 01 IIIIIIIIIIiiii.4 1 TO ALLOW FOR SITE BUILT 2x4 GABLE ENDWAU_ / ��1�WI MODEL NUMBER:M 109 3 /1 �1 ( (2)0.131`x 3' NAILS PER STUD//! 40 4 AI<.4 A. L1 ∎►_,�1 DRAWN BY. LDW r.�r�.►a���r�o.r�rr"��s..�rry�. . r.r�.."1 BLOCKING - PLAN VIEW DATE: 05/12/09 REVISED: SCALE 1/4'= 1'-0' SITE BUILT AND INSTALLED GABLE (3)0,131'x 3"NAILS PER BAY FRAMING 2x4¢2 SPF STUDS AT 16"O.C. INTO TOP PLATE OF ENDWA L BELOW HWC JOB NUMBER: 1815-1087 DWG. TYPE: ENDWALLS NOTE: 2x4 GABLE ENDWALL DETAIL NOTES: ON-SITE FRAMING SUBJECT TO LOCAL OFFICIAL'S REVIEW AND APPROVAL ' SCALE: 1/4"=1'-0" SCALE: NOTED PAGE : 10 2x4 GABLE ENDWALL SEE(2)TRUSSES T 1O FOR - � £ rvlir LAP 7/16`O.S.B, sHEATF6N(TYPICAL) MAX DOWN OVER RIM RAIL(3/4"MINIMUM) (2)2x10#2 SYP PRESSURE TRREATED RJM JO STS FASTEN {2)2X4 RIDGE BOARDS TOGETHER �� x x x (2) TRUSSES AT AND FASTEN TO 2x10#2 SYP RIM JOIST EXTEND INTO HOk1E FLOOR FRAMING 4'-fl'(MIN) NOTCH AROUND DBL, SIDENALL RIM RAIL SAUCES TO aE STAGGERD 4' 0'(MIN) WITH �x4"SCREWS AT 12"O.C. ■i1� ;�; GABLE END FASTEN TOGETHER 19TH 0.131'x3"NAILS 6" O/C or) (5TE INSTALLED) p ' �, 4, fl. 4'-D" f a'—D•MAx NO BUTT JOINTS IN PORCH AREA 'EXTEND- COMP- TRUSS SIMPsot MSTA-12 STRAP MIN.SPUCE LAP MIN.LAP BEYOND MAXIMUM PORCH LENGTH TOP STRIP BOTTOM • FASTEN TO GABLE SIDE G AT EXT.RIM RAIL PORCH LENGTH/ PLATE CHORD II M TRUSS DOT. CHORD AND AT INT.RIM RAIL DUPLICATE FRAMING METHODS NS SIDE 'f Mil� y y ''r y `1 i 2x6 COLUMN POST i. HURRICANE CUP AT EACH TRUSS (3)SIMPSON MSTA-18 STRAPS PER SIMPSON H105AIT SINGLE nTRUSS OP �IF (2)2x8#2 SYR HEADER ,III SIMPSON H10-2 AT DOUBLE TRUSSES PLATE FASTEN TOGETHER W1TN 2xfD#2 1:1 0.131"x3"NMS, 6'0/C(1W) rN 16"D.C.IN PORCH AREA RIM JOISTS SIMPSOI MSTA-18 STRAP B-2 B-2 (3)2x6 12 SPE COLUMN/POST (4)2x6 #2 F CCLUMN/POST (2)2x10#2 Sr PRESSURE TREATED RIM JOISTS FASTEN TOGETHER WITH FASTEN TOGETHER WITH AT GABLE END RIM RAIL 0.131'x3"NAILS,6'0/C(TYP) 0.131'x3'NAILS, 6'0/C(1W) FASTEN TOGETHER 94TH 0.131"x3'NAILS, 6' 0/C(TIP) SIDING OVER 7/16'0.S.a.SHTG. 5/4 #2 SW PRESSURE TREATED DECKING 12'x26 ga. FLASHING r FASTEN EACH DECK BD. TO EACH JOIST " aOT. BENT 90• ■I WITH(2) D.120"x 3"NAILS " ., PLATE BETWEEN WALL FRM•G. ek t s : t f t t 5 4 SYP PRESSURE TREATED DECKING &PORCH JOISTS ° t t t t r FASTEN EACH DECK 90.TO EACH JOIST 1 (4)SMPSON MSTA-18 STRAPS I I ° I I J$ 4 WITH(2) 0.120' x 3'NAILS OR POST ANCHOR/CAP $ a t t t r t�. , RATED AT 2,400 lb. UPLIFT t r t t t t 2x10#2 SYP PRESSURE TREATED ' t t I • . . +:r PORCH PERIMETER RIM RAIL n) �.----— SMPSON 1,(STA-12 STRAP 41 7 4'-0` 4'-0" 8'-O`MAX MIN.SPLICE LAP MIN.LAP BEYOND MAXIMUM PORCH LENGTH C i AT EXT. RIM RAIL PORCH LENGTH ��:v ?4+y AT NT. RIM RAIL � c.elePORCH CRASS SECTION "A—A" t f(2) TRUSS BOT. CHORD COMP. STRIP CONTINUE TOP PLATE COMP.STRIP (2) TRUSS BOT.CHORD �OVETR PORCH HEADER FASTEN INTO HEADER WITH \ , _f+,,+�ti:., { ' 44111.- 0.131"x3'NAILS,6' 0/C(Tr) ��� , (2)2x10#2 SYP JOIST (1)2x10 #2 SYP PRESSURE TREATED JOIST 4 ^. +frIfit! . . HURRICANE CUP 1iTI�. .Ilii HURRICANE CLIP i ' SIMPSON H10 OR H10-2 a• ��� jrf SIMPSON 110 CR H2O UNDER ENDWALl LIEN T INT, END OF PORCH p .,.... , �.� I t FASTEN TOGETHER WITH 0.131'x3'NAILS,e 0/C(TYP) FASTEN TO ADJACENT JOIST MTh ' 'VIII CORROSION RESISTANT 0.131'x3"NAILS 6" 0/C(TIP) (2) 2x8#2 SYP HEADER I' I PORCH FLOOR DECK FRAMING ��ea®�o�®�,,�� CUT 2x6 JACK STUC TO hd�®�R'11 .7N)�®8d �‘ (3) 2x6#2 SPE Cq UMN/POST :::: : I {4}2x6#2 SPF CCUMN/POSr .OR 7/16'OSB, SI LTG. e O "Y ` SET 7 16"O.S.B. STRUCTURAL " DETAIL — "A" DETAIL -- "C" SHTG BOTH SIDES OF sHEARWAIl` o r` ,��° ;" . r . 2x6 SHFARWAI L 12'x26 ga. FLASHING :'t ,, 4C�8/" 1 y ,4 /§v.j lipoo, BENT 90' -" / �r` !0,2a- S£E SHEET #12 BET141EEN WALL FRM`G. �. /! �8�." �,e;;,, � �.s SIDING OVER 7/16" C.S.B. SHTG. &PORCH JOISTS °.. q _"18x 4 1/2"SCREWS >° ® Jf•-Jf:".+ t.. s`ay v°4"O.C.STAGGERD a ;` . <�12`x26 ga FLASHING BOTTOM PLATE I5/4 #2 SW PRESSURE TREATED DECKING ��� �BdS� 6 �4$1����� 7111Rt)(AfiTYy V J1 ]Fi,CARTER BENT 9O' !IL. - (1) 2x10#2 SYP 1827 SOUTH MYRTLE AW, BETWEEN WALL FRM•G. ! PRESSURE TR.RIM JOJST CLEARWATER,Ft,33758 (3) 2x6 #2 SPF COLUMN/POST .� 'f 411, do PORCH JOISTS FLOOR SHEATHING �`ENIENT t�!'� 'I ,l_ BOTTOM PLATE i f FLOOR SHEATHING 5/4#2 SYP PRESSURE TREATED DECKING (2)2x10 #2 S • lira ' - -y� �` (4)2x6#2 SPF CCLUMN/POST RIM JOIST .mod r i a n Homes t_�._r kOO LAP STRUCTURAL SHTG. A°NSW OF ALLIANCE HOMES, INC. Mi DOWM OVER 2x10 RIM JOIST HWlY. HD EAST•ADRIAN, GEORGIA 31002 �11! 3/4"MINIMUM NOTCH AROUND DOUBLE SECTION — "B-2" MODEL NUMBER:M1O93 SIMPSON MSTA-12 STRAP 'vIIIIIIIIIP• (2) 2x10 #2 EYE PRESSURE TREATED RIM JOISTS (4)SIMPSON MSTA-18 STRAPS DRAWN BY: LOW DETAIL — "B" DETAIL — "D" DATE: 05/12/09 REVISED: NOTES: CHEMICALLY TREATED WOOD AND CORROSION OF CONNECTORS 88D FA5IENEBS HWC JOB NUMBER: 1815-1087 1. ALL EXPOSED LUMBER TO BE PRESSURE TREATED ACQ OR CA-B MHT NO AMONIA 1. WOOD MATERIALS REQUIRED TO BE TREATED PITH A PRESERVATIVE PER IBC 2304-11 SHALL BE IDENTIFIED BY A QUALITY MARK IN ACCORDANCE M1TH AWPA STANDARDS. DWG. TYPE: PORCH DETAILS IN ACCORDANCE WTH THE AMERICAN WOOD PRESERVERS ASSOCIATIONS STANDARDS 2. TIMBER CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE RETARDENT-TREATED WOOD MEMBERS SHALL BE HOT-DIPPED ZINC COATED FOR MOUND CONTACT, #2 SW UNLESS OTHERWISE SPECIFIED, GALVANIZED STEER,STAINLESS STEEL.,SILICONE,BRONZE, OR COPPER. 3. A BARRIER BETWEEN PRESERVATIVE-TREATED CR FIRE RETARDENT-TREATED MEMBERS CAN BE USED WHEN APPROVED BY THE ENGINEER AND/OR ARCHITECT. NOTES: SCALE: 1/4"=1'-0" PAGE : 11 A '�' GtsT�s, , 0 DOUBLE TRUSSES DOUBLE TRUSSES ,F GS 5 FrG to iGirAL 4 *.; GABLE ENDWALL GABLE ENDWALL � A - X.; SEE SHEET #10 FOR DETAILS _ SEE SHEET 110 FOR DETAILS FASTEN GABLE ENDWALL WITH FASTEN GABLE ENDWALL WITH (3) 0.131x3' NAILS PER BAY (3)4.131x3" NAILS PER BAY FASTEN BOTTOM CHORD TO TOP PLATES INTO TOP PLATE OF SHEARWALL INTO TOP PLATE OF SHEARWALL FASTEN BOTTOM CHORD TO TOP PLATES WITH #12x4 1/2' SCREWS AT 4" O.C. WITH #12x4 1/2" SCREWS AT 4" O.C. ‘4,�„� C fl 8ri11i.9 .ss�..,e0FE5Stp ®a 2x6 STUDS AT 16” O.C. 9Q47 _ �"� 2x6 STUDS Al AT 16' O.G. ®L,_f'7 ' 2x4 BLOCKING AT SEAMS r-- '017858, / , *: 2x4 BLOCKING AT SEAMS � ;r+,} t,•; n ,� 7/16k 0S8 STRUCTURAL SHEATHING 7/16" OS8 STRUCTURAL SHEATHING ° :7 /( 4; FASTEN W1TH 0.131x1.75" NAILS AT `� +„ / o 4' O.C. EDGE AND 12' O.C. FIELD FASTEN WIDG 0A3Dx1.75" C. FIELD D �g �,"" e ®`'4 4" O.C. EDGE AND t2 O.C. FlELD �1,,,,7P'/A:; X74 c2i ,' FASTEN 2x6 BOTTOM PLATE TO RIM JOIST WITH FASTEN 2x6 BOTTOM PLATE TO RIM JOIST W1TH ",R482pA10' 18 x 4 1/2" SCREWS AT 4" O.0 (STAGGERED #8 x 4 1/2" SCREWS AT 4" O.0 (STAGGERED DOUBLE 2x END JOIST DOUBLE 2x END JOIST SIDING MR 7/16` O,S.B, SHTC. RUN 7/16" OSB DOWN OVER 2x RIM JOIST RUN 7/16` 0S8 DOWN OVER 2x RIM JOIST 12"x26 ga. FLASHING- BENT 90' TO WITHIN 2" OF BOTTOM OF JOIST TO W114N 2' OF BOTTOM OF JOIST BETWEEN WALL FRAMING AND PORCH JOIST 3/4" T&G FLOOR SHEATHING 3/4" T&G FLOOR SHEATHING tl I SIMPSON STHD 14RJ ANCHOR, FASTEN WITH I�, SIMPSON HOU2- S2.5"FASTEN TO RIM JOIST 't;`I r, re f; 0.148'x1 1/2'NAILS INTO MUD SILL ...1 (6) / / .iii ./ / WITH 6 SDS 1 4x2 1 2' SCREWS " M-_, RIM RAIL, AND STUD f �,< ��` , FORMED UNTEL Ng 111 2x6 P.T. MUD SILL 5/8"CONCRETE ANCHOR " 2x6 P,T. MUD SILL / �_ \ CONTINUOUS STEMWALL FOUNDATION FORMED LINTEL ,� i \, " SEE SHEET 2-of-2 FOR FOUNDATION DETAILS III II �1�i wr ``j 1 CONTINUOUS STEMWALL FOUNDATION SEE SHEET 2-of-2 FOR FOUNDATION DETAILS I„,„i;a 'mot;vv3\ � CONNECTION - B {yy..,_1.. .,.w..�..r, t CONNECTION -- A �;�_�.5���-;:,. �„`, ,..,�. TYPICAL SHEARWALL TYPICAL SHEARWALL WITH PORCH �`R° FAR IY . ,R47 rIER.OARTER &ASSOCATES 1827 SOUTH MYRTLE ME. SEE SHEET #11 F'DR PORCH DETAILS CLEARWATER FL 33756 Adrian Homes A DIVISION OF ALLIANCE HOMES, INC. HWY.80 EAST, ADMAN, GEORGIA 31002 MODEL NUMBER:M1093 DRAWN BY: LDW DA 1E: 08/17/09 REVISED: HWC JOB NUMBER: 1815-1087 DWG. TYPE: SHEARWALL NOTES: SCALE: 1/4"=1'-0” PAGE : 12 - i' 2x10 DOUBLE RIM RAIL 2x8 SILL--_ pip ; :w, ___- --TOP OF SILL ELEV. 17.00 __ Z ii �_� II O II 6' '� 5/8" O.C. 6 `> :S/t3" O.C. E>' S 5ff1" O.t', 6' `� S/8" O.C. 6' S .S/t3" O.C. 6' `.) :S/8" O.C. , A L=129 MI " STEE HOLD DOWN STRAP / n II L L 1 l N L EMBED 8" 11 U I u W Z 1T Al x _ ..._ :: FA 111111. 411111M, _ YPE 'B' --YPE 'A' 11'PE 'A' TYF 'A' TYPE 'A' TYPE I,'� HYPE 'B' II > _ 16"x16"x8" CMU -I�-.---_-�y-- OWC GROUT FILLED I' -t- tt-- ii h. -DOUBLE 2x10 I'IM RAI I II Z 0. Ell :til! it II I II 1 11 i n- u II 1I (4) #5 REINFORCING- -"-- -"- BARS WITH 135' HOOK �I iI It- QUAD 2x10 '1 RAIL u- TOP OF SLAB ELEV, 8,0 ii I 1 - I _, ...I 4 I:XIS7ING GROUND ELE V. 7,3 L i 4 QUAD 2x10 R RAIL III .-nr -n1- FIT T11- TIr. flr nI rn III I --+- . ,� ' 1'l I i i,1 j1I I -III. III III -III III III I ; 4 CONCRETE SLAB III; III III III: III III: III: I - __.. DOUBLE 2x10 PORCH III III „III;;III „III,-;I_I GIRDER GIs1:E1, , --- ' (3) #6 REINFORCING , , '� ' i' -QUAD 2x10 M RRIAGE BEAM R BARS EACH WAY fi-$- PROOF 6301 tr,i, ILYPE B' 1-YPE 'B' TYPE B' ITW[ *B) TYPE-. 'B' TYPE 'B' : AR: ' 3t r. 1. MIN. CLEARANCE, TYP,�. . . _-- --=_�- . - = _-= =- -= -=-� .::- _- __ _ --- - - - ---- - - -.... - --- -- - NCE- A 14 10' 2" D.C._ 10'- 2' O.C. 8' L3 0_��.... 9' 8" D.C._ / to _ COLUMN TYPE 'AT DETAIL III�II. a O ti » 1—N Z O 7, .:. 1 SCALE: 1/2"=1 --0 u,d a :0((5 -4- -4- N . o f r4i oO_JOO (c' ,M U D O q a� NE D0 UAD OR DOUBLE 2x10 RIM RAIL C� :411": ,,,z N d m SEE PLAN FOR RIM RAIL AND �, U= --� N t iti ix> `i' BEAM LOCATIONS `L ` N w ,rM 1_,_F-z .-- 0 Q 1--- I W O N . 2x10 SILL (C/3t0 .2 a Q V) u �'> Q Z W , Z h , NI _ > N'- 11 TOP OF SILL ELEV. 17.00 CO a N v) a L,.. u) <r i j,1�� w : M 1/2" ANCHOR BOLT----- Q J = 1 5- I--1 O L 12 MIN, cev - F U GRDER _ DOUBL: 2x10 `IM RAIL i T 1 " " z ° ----r; ( p� I I 16 x16 x8 CMU . GROUT FILLED_ i -� r ' iii ' i HOLD DOWN STRAP M - _ - - - - _ _ ::__ . : _-_-:_17:- _ __- ___- _ - -_ . _- - _ __ ,. TYPE 'B' TYP 'A' TYP A TY A TYPE A TYP A TYP i TYPE 'B' �� (4) #5 REINFORCING r;;-- rr- N BARS WITH 135' HOOK \ . II 1 6' 5 3 8" O.C. 6' S 3 8 O.C. G'. 5 3 8' O.C. 6' 5 3 8" O.C. 6' 5 3/8" O.C. 6' -5 3/8" O C 11 t3 ";r —;;* MIN. 24" BAR OVERLAP " i, -- LENGTH - DOUBLE 2x10 PORCH GIRDER tit-- � ` / 1.OP OF SLAB ELEV, 8.0 FOUNDATION EXISTING GROUND EL'V. 7.3 ± 4 \ ' Z it SCALE: 3/�3 1' 0" ,n-rh;�ITT 711-11-1-11T . EHf---rit III ITT -4" CONCRETE SLAB III :III -1 I 111: .111= .III .III 111 .I E-- " 111„I I I L I I I I I III III < in LL1 t>E NOTES: a• z a. "� D. CONCRETE MATERIALS: : 1. EARTHWORK -- (3) #6 REINFORCING Z 4"" (1. A. MATERIALS PORTLAND CEMENT: ASTM C 150, TYPE 1, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. USE • SUITABLE MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM 1)-2487 SOIL CLASSIFICATION ONLY ONE BRAND OF CEMENT THROUGHOUT THE PROJECT, ,� BARS EACH WAY ® v� LL, (1.1 GROUP: GW, GP, GM, SM, SW, AND SP. • NORMAL WEIGHT AGGREGATES: ASTM C 33, AND HEREIN AS SPECIFIED. % .•r ('0 • UNSUITABLE SOIL MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM D-2487 SOIL " SLABS ON GRADE AND FOUNDATION: 3000 PSI 28-DAY COMPRESSIVE STRENGTH. OL, OH, PT. CLAYS, SILTS AND ORGANIC SOILS " SLUMP LIMITS: PROPORTIONS AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT THE POINT OF cv V (U CLASSIFICATION GROUP,, GC, SC, MH, ML, CL, CH, , I. � GROUPS ' WILL BE CONSIDERED AS UNSUITABLE MATERIALS. EXCESS WATER IN MATERIALS WILL BE A BASIS PLACEMENT AS FOLLOWS: NOT MORE THAN 4 INCHES. MIN. CLEARANCE, P. V saa E1s :1s __ iy 3" NCE, TY 4 Q L�1 ( ) FOR ESTABLISHING UNSUITABLE MATERIAL REGARDLESS OF GRADATION. E. ELEVATIONS: THE BOTTOM OF FOOTING SHALL BE AS LEAST 36 INCHES BELOW THE SURROUNDING l L �,=_� 'n FREE F CLAY ROCK OR GRADE, THE MINIMUM THICKNESS OF THE FOOTING SHALL BE 20 INCHES- CONTRACTOR IS RESPONSIBLE F 'ODC1T €i1 0 D 1 OLI fl 3" MIN, CLEARANCE Z " Z • BACKFILL AND FILL MATERIALS SHALL 8E SUI FABLE SOIL MATERIALS, ALL O ,1 GRAVEL LARGER THEN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETABLE AND FOR ADJUSTING I'OP OF FOOTING ELEVATION SUCH THAT THE TOP OF THE SILL AND TOP OF• BEAM IS ::::::::�,€aO _r ` ' g M f�"0 OTHER DELETERIOUS MATTER, SUITABLE MATERIAL._ FOR EARTH FILL SHALL GENERAI_I_Y BE COMPOSED AT ELEVATION 17.00 MST. ry � ' Lr �7T<:� 4. UNI L MASONRY; E� 1� { II r ld • T'?: L& � ® = W OF SANDS AND SILT-SAND MIXTURES.(U B. EXECUTION A. DESCRIPTION OF WORK: THE WORK INCLUDES THE PROCUREMENT AND INSTALLATION OF CONCRETE: IO ' " � 1k"k � LL X UNFI MASONRY, 1O O ?C Y s1' I #E1 � 9 Z\ • QF.MOLITION,• STRIPPING AND BACKFILL: STRIP SUBGRADE bF BUILDING DEBRIS AND UtZGANIC '� �(U MATERIALS AFTER DEMOLITION. COMPACT EXPOSED SUBGRAQE 10 100% STANDARD PROCTOR (ASTM B, QUALITY INSURANCE; E V Im OT'LI1C IOBI 0 C3fiI EITU COLUMN TYPE 'ET DETAIL D-698). BACKFILL TO SURROUNDING GRADE IN 6 INCH LIFTS COMPACTED TO 100% STANDARD • ASTM C90 "STANDARD SPECIFICATION FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNIT°' r' t Lf r nt S <i • ASTM C144 "STANDARD SPECIFICATION FOR AGGREGATE FOR MASONRY MORTAR" 1Z 3� "=l'- " _ („� (1) PROCTOR. SHAPE TO SHED WATER FROM BUILDING FOOTPRINT. gCla 4c - SCALE: 1/2 =1 -0 • FOOTING SUBGRADE: EXCAVATE FOR FOOTINGS TO A DEPTH OF 36 INCHES BELOW THE • ASTM C150 "STANDARD SPECIFICATION FOR PORTLAND CEMENT" 0) SURROUNDING GRADE AS SHOWN ON THE DRAWINGS. COMPACT TO 100% OF THE STANDARD • ASTM 0270 "STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY" . PROCTOR MAXIMUM DRY DENSITY, HAVE FOOTINGS INSPECTED BY THE GEOTECHNICAL ENGINEER OR C. PROJECTION OF WORK: COVER PARTIALLY COMPLETED STRUCTURES WHEN WORK IS NOT IN PROGRESS. - .5 HIS QUALIFIED REPRESENTATIVE BEFORE PLACING REINFORCING STEEL. FOOTINGS ARE DESIGNED FOR EXTEND COVER A MINIMUM OF 24 INCHES DOWN BOTH SIDES AND HOLD COVER DOWN SECURELY IN : A 2,000 PSF BEARING CAPACITY, WHICH EQUATES TO A MAXIMUM COLUMN LOAD OF 18 KIPS, PLACE. c) • FOOTING SUBGRADE UNDERCUT: IF THE ENGINEER DETERMINES THAT THE SUBGRADE SHOULD BE D. MORTAR AND GROUT MIXES: PER L® EIS REQUIREMENTS tai UNDERCUT TO CONTROL SETTLEMENT OR IMPROVE BEARING UNDERCUT TO THE DEPTH REQUIRED, • USE TYPE S MORTAR FOR REINFORCED MASONRY AND WHERE INDICATED. E ' E Rn I LINE THE EXCAVATION WITH FILTER FABRIC AND BACKFILL WITH #67 STONE IN 12 INCH LIFTS. THE • GROUT FOR UNIT MASONRY SHALL COMPLY WITH ASTM C 476 FOR GROUT FOR USE IN "An Approved Set of Plane e 1L3` MINIMUM FOOTING 36 INCHES DV 36 INCHES (.-) UNDERCUT SHALL EXTEND BEYOND THE FOOTING AS DIRECTED BY THE ENGINEER. CONSTRUCTION OE REINFORCED UNIT MASONRY, USE GROUT OF CONSISTENCY AT TIME OF Remain on Job Site at All M S" WIDE BY 20 INCHES THICK. RI 2. TIMBER CONSTRUCTION PLACEMENT WHICH WILL COMPLETELY FILL ALL SPACES INTENDED TO RECEIVE GROUT, UTILIZE 2,500 fi11 FOOTING MUST b N A. DESCRIPTION OF WORK: THE WORK INCLUDES THE PROCUREMENT AND INSTALLATION OF THE TIMBER PSI MINIMUM COMPRESSIVE STRENGTH GROUT. 'MINIMUM"' INCHES BELOW GRADE. EE BEAM, 5, METAL FABRICATION: C� I B, CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE LATEST REVISIONS TO THE FOLLOWING A. DESCRIPTION OF WORK: TYPE OF WORK WORK IN THIS SECTION INCLUDES FABRICATIONS FOR BEAM TO ON CODES, SPECIFICATIONS, AND STANDARDS EXCEPT WHERE ADDITIONAL OR MORE STRINGENT COLUMN CONNECTORS. C-) REQUIREMENTS ARE CONTAINED HEREIN: AMERICAN INSTITUTE OF UMBER CONSTRUCTION. B. MATERIALS: 07 PROJECT NO.: 09-02 / C. SUBMITTAL: SUBMIT DETAILS OF THE GLUE LAMINATED BEAM TO THE ENGINEER FOR APPROVAL. • STEEL PLATES, SHAPES AND BARS: ASTM A 36 DRAWN BY: M02 U) D. LUMBER GRADE: LUMBER SHALL BE NO. 1 STRUCTURAL GRADE SOUTHERN PINE, STRUCTURAL GLUE • REINFORCING BARS: ASTM A 615 / A 615 M, GRADE 60 DEFORMED LAMINATED OR APPROVED EQUIVALENT, LUMBER SHALL BE CURED AND FREE OR CHECKS. MINIMUM C. FABRICATION; =';`a _ -:.,' " _.?€ Try ' _''f`-< -='s "' ' __f f 11,,__. DESIGNED BY: ELJ L� WIDTH OF BEAM SHALL BE 7-1/4 INCHES. • WORKMANSHIP: USE MATERIALS OF SIZE AND THICKNESS INDICATED. WORK TO DIMENSIONS a ( I SURVEYED BY: N/A '� 3. CONCRETE WORK INDICATED. .,,;� �-- �. - � �` SURVEY DATE: N/A (U A. DESCRIPTION OF WORK: THE WORK INCLUDES CAST-IN-PLACE CONCRETE FOOTINGS. • PROVIDE FOR ANCHORAGE OF TYPE INDICATED, COORDINATED WITH SUPPORTING STRUCTURE, -.::1''c i=_' .:-'':';-333'3.i:':2-13 T:,2;'.:1;:,. ��^ -� ,. 1-•.;31 y t` B. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE LATEST REVISIONS •10 1-HE: FOLLOWING FABRICATE AND SPACE ANCHORING DEVICES TO PROVIDES ADEQUATE SUPPORT FOR INTENDED USE. r>;PU; ; :; s:.° ie:„= s CHECKED BY: ELJ c') CODES, SPECIFICATIONS AND STANDARDS EXCEPT WHERE ADDITIONAL OR MORE STRINGENT 0 CUT, REINFORCE, DRILL AND TAP MISCELLANEOUS METAL WORK AS INDICATED TO RECEIVE FINISH •-_-° `,A�y ."' :,-;' `�`°gam "' "'-'''' •>"°'Tu f f ON REQUIREMENT ARE CONTAINED HEREIN. HARDWARE AND SIMILAR ITEMS, SCALE: AS SHOWN c_, AMERICAN CONCRETE INSTITUTE: DATE: NOVEMBER 2009 / • ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDING” V. • ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, AND POURING CONCRETE." 0p CONCRETE REINFORCING STEEL. INSTITUTE: c.) • "PLACING REINFORCING BARS" SHEET (1.1 • "MANUAL. OF STANDARD PRACTICE" / C. INSPECTION: THE CONTRACTOR SHALL PLAN HIS WORK SO THE TIME IS ALLOWED FOR THE ENGINEER TO INSPECT FOOTING SUBGRADES PRIOR TO PLACING REINFORCING STEEL. Cl / OF 1 / // � w � � ,„,.., , � � � � � U� � � � � � � .......,,. ,,,,. .„ :,,,D.--„,„,,,,,„ I - � ��� / sibi.... at" ,;; ; ›._ : ..., ' ! - ,,,00€ - ; _ 1. DI:sew-110m_ THE PROJECT IS LOCATED AT 303 16th STREET, AND LIES WTI IIIN THE lerMilsr *CO° Wag / 101, 6.22 ____Z ____ ,;..,.- II 5.',4 IMPROVEMENT TO COMPLY WITH THE MUNICIPAL DRAINAGE ORDINANCE. THE DRAINAGE 41111111Abb , ..-- alir 41;11111411':,:':-:'; '''''''''':::' liz°26-c1-17 --- -.I -1042'9 .! '1 Cl‘::?;''1. 44T Itlifij i; i:s..._/.70 ____________I__-_-_,Fi-_______-____-_ _ A ‘ tr,v.7. PK 1 .\ , IMPROVEMENTS WILL CONSIST OF SWALES, PIPES, AND INLETS AND WILL TIE INT() MUNICIPAL STORM DRAINAGE SYSTEM LOCATED AT THE INTERSECTION OF JONES AND TYBRISA ST. ' P 'QN' 2. A_CE:TATIONL THE SITE IS CURRENTLY A VACANT RESIDENTIAL LOT WITH MINIMAI TREE 1 I 1....4' it i 4.1 itil! illilomir 03 Aiwa r ri aft-attu '.i,' W. lirrpit Mffirik.../ /7777./77/1//777/,/ NORTH: 16TH STREET(TYBRISA STREET) kit .9 araligovc,4111111q I `" I . SOUTH: RESIDENTIAL. Q. e WEST: JONES AVE, E A S T: RESIDENTIAL r ha . ;,('`))/M1V1 TYE3R1SA STREET 160 . 00 " R / W ) 4. 24--FIOUR CONTACT INFORMATION: CIVIL SITE WORK CON I ACT: JOHN BARR EMC ENGINEERING SE RVICES, INC, : 8173 OLD HWY. 21 P.O. BOX 8101 sr PORT WENTWORTFI, GA 31407 SAVANNAH, GA 31412 -, 4 zi&tzt/ty.z z z zyz////zzzzy //zz jr,(_,ZZ ////tr///ttZthZ/2 i/2/./1////////////////////////tZLZZ/////////////Zzi//// ///// , (912) 963-2113 (912) 644-3200 Or 1 .,:lot, ,:17741 77,4„,11W:iiiii. Isparder... efiliariviwirtiiii :; z 5. -THE TOTAL. AREA OF THIS PROJECT IS :10.11 ACRES. * , • •••9 0■ •• ,. 1HE TOTAL DISTURBED AREA FOR THIS PROJECT IS ±0.10 ACRES. V hi/ 0, - 1„'cl2_--0 ••_____,,,.._..12,:_, 6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF irr . Mi.. 1.., bib , ,i4!''''-':1-(:':1'''*'4.:1' // e EROSIONCONTROL AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR I • / pit CUP TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES. VICINITY MAP . / I'm 04 A-lop 6 0.5 7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION NOT TO SCALE , L., , 0 (1988 11A III too __ I ____.0 _._.„.___ ______..0Hpi„ - - OHPL- -------OHPL-- - OHPL- --OHPL- OHPL- -----OHPL- Oh OF THE APPROVED PLAN DOES NOTPROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL : 40 R G N, - !, - - / p- • EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR ■ iii,‘ .,.-) WA II NMI II I\, TREAT THE SEDIMENT SOURCE. i ,-_, c,30 Cd-l-lb \ Sdi----D3 Cd-----Fib poo AR 1 itilY101 I 6.98 CI 11,>11 10 /28 N C11,1 ;1114. N 8. ANY DISTURBED ARE LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE ) it. 13. STANDARDS AND SPECIFICATIONS: ALL DESIGNS WILL CONFORM TO / 1 1.... .; /0° i.')' 00" / - - /8./,')' STABILIZED WITH MULCH OR TEMPORARYSEEDING. AND ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE PUBLICATION ENTITLED, Q "/.(4- )1( -1=- -X X X- - -X X X -X X X ---1 ; "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA". < -< < •< < < • x. 9. MAIN-IL:NANCE PROGRAM: SEDIMENT AND EROSION CONTROL MEASURES WILI BE 14. ALL STATE WATERS ON OR WITHIN 200 FEET FROM THE PROJECT ,,:: *141,,4.87.1mNt:70.: ,,,,,:,., INSPECTED DAILY. ANY DAMAGES OBSERVED WILL BE REPAIRED BY THE END OE rHAT G.80 i „ , SITE MUST BE DELINEATED ON ALL PHASES OF THE PLAN, ALL ' 10' 5' 0' (0 .1\ ---20 LE 2' WIDE El AT-DUI-10M DU 13S2- \ DAY. CLEANOUT OF SEDIMENT CONTROL STRUCTURES WILL BE ACCOMPLISHED IN WETLANDS LOCATED WITHIN THE PROJECT SITE MUST BE DEUNEATED. GRAPHIC SCALE: r 1»'- -1 ACCORDANCE WITH THE SPECIFICATIONS AND SEDIMENT DISPOSAL ACCOMPLISHED BY NON-EXEMPT ACTIVITIES SHALL. NOT BE CONDUCTED WITHIN THE 25 SPREADING ON THE SITE. SEDIMENT BARRIERS WILL REMAIN IN PLACE UNTIL SEDIMENT OF 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM �'. / CONTRIBUTING AREAS ARE STABILIZED. THE SEDIMENT BARRIERS WILL THEN BE REMOVED THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE �m� i,,,t.,,,,:,,,,,,,,.:,,•,:,,,,.,.t4, _/,vi 06:_p_i_w_itt.Nct,5WALE:1!-.1()1,05,;7v3).5% WI AND THE AREAS OCCUPIED BY THESE AREAS WILL THEN BE VEGETATED. MAINTENANCE NECESSARY VARIENCES AND PERMITS ACCORDING TO PART |V./1\ -- ~ , OF ALL SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES, WHETHER l}�MpORARY AND (11) OF THE GENERAL PERMIT, ` ' �� / | OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER. ` ' ' m�� `'' �- / 2 vv/ 1� �AN|TARY �ASTE�' A k�|N|k�Uk� �F 0NE P�RTABLE 3AN|TARY UN|T ' --' == �z �� / 10 EROSION CLEARING WILL BE KEPT TO AN ABSOLUTE MINIMUM. 15. ` N�� =�° � / ''. TO ' ' WILL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE. t�^» : ::1 VEC[TAT|0N AND k�ULCH VNLL BE APPUED TO AppL|CABLE AR[A3 |MMED|ATEiY AFTER � / ' �� v' ALL SAN|TARY MW3TE UN|T3 v0LL 8E �0LLE�TED FR{)k� THE &�� w� o- cci ^ � ~.. '`~.,, . ,~. _ p.iN, 4_O��8_14_Un3 EXCAVAll0N |S C0k�pLETED. LAND_D0TURB|WO VNLL B[ 3CHEDULED TO L|�|T E�p05URE p0RTABLE UN|TS A M|N|MUW UF {)NE TIWE pER WEEK By A L}CEN3ED ' �0F BAR[ SO�LS �� ERUS|UN ELE�[NT� 3T0R� �ATER W�N��GWENT STRUC�[VR[S VNLL u�� �NN �� = DW�|L|N(� N 1 ' p�RTABLE FA�|UTYPR0NDER |N �0k4PLETE C0k4PL|ANC[ W8TH LO�AL �� /00(y � � L 2 [) � A � Y BE EMPLOYED TO PREVENT EROSION IN AREAS OF CONCENTRATED WATER F|�00*' AND STATE REGULATIONS. -- o � [ �V I 0(K�|N ) • NAVD bb �� �� - �� :4° ��_ -------- 1 D(J[[D�� 5iAD � � �L�V 8 OO NAVD �� U� � 11 �F}�W{�� CONTR0L PRU�B4�L SED�k1ENT CONTR0L VNLL BE A�C�k�PL|�HED BY �� ' �� ~+� UP---- '- ' � � �� - 2S |� 2' VN[)� ' - ALL 3AN|TARY WA9TE UN|T3 W8LL 8E L()CATED |N AN AREA �HER[ �� `+ �� - --- � 70U ' ^ -� - INSTALLING ��° |� `t� \ } 7.00 «) A 24 TOTAL AREA: I 2O0 s�[t m //6- � | �|AT'bOTl\JKJ �VV0'r BEST MANAGEMENT PRACTICES THAT ARE CONSISTENT WITH AND NO LESS 3ll0NG[NT THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER 811 ' /..54 ' m ' ' � n/�«^ ^~ �' �� 5=O 8O96 THAN THE MANUAL. FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. PLANS HAVE DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP'S MUST '� �8 / �� / J �� / n| ' ' , 8E /WPLEk�ENTED SU�H A3 GRAVEL 8A�� �R 3PEQALLY D�3|�NED � w �^ `� �� >/ 4 '/ . ' ` / [i3;i ^� 0 .1N f7 Y� � WI 5(|1)� !(V) BEEN PHASED INTO INITIAL SEDIMENT STORAGE AND PERIMETER CONTROL BMW S, PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES `^"`"� �� < n '- o) - ° / �` U V " SIDE SLOPES INTERMEDIATE GRADING AND DRAINAGE BMP'S AND FINAL 8MP'3 ALL. BK�P'� ||AV[ BEEN ' �"�''° ^'`'" ° '`'='.�'`� "'`""'`° THE ""o�' '« `'`cvu»/ 'v�o/co m�� -~ / ` 8 Ds2 '' V U w ' � FROM CONTRIBUTING TO STORM WATER DISCHARGES, HE LOCATION• / / � ~ V * __ ^ n -- LABELED ON PLANS USING THE UNIFORM CODING SYMBOLS FROM THE MANUAL.. (SEE OF SANITARY WASTE UNITS MUST BE IDENTIFIED ()N' THE EROSION 8� � ' ( n | Ds3 -- 400(r x �o LEGEND) � --- / v �� � __ I ��u ` v \ / C0NTROL PLAN DY TM[ CONTRACTOR UNC[ THE LOCAllON3 MAVE -/ ��/ - ` / �� ------ --- BEEN DETERMINED, -' / • ~ --- 25 LE 2' WIDE ~� Dsl ' 1� pO||VT|0N C0NTR[ pRU�RAW' N() �ASTES vNLL BE 0�P0SED 0F |NT0 Sl0HW VVATER ��� 'AL� ���/OV� ~� ^� �� » ! ' �' - '� ���� um/m�� N V �LAT-�OTT( k4 �}yyAL� ' ' ` ' ' � INLETS OR WATERS OF THE STATE. THE STORM WATER DETENTION STRUCTURES SHALL SANITARY SEWER PROVIDED BY MUNICIPAL AUTHORITY � m 'D\�WENT [�N TI ' �\\`= ENDS � � 4�� ' �}TA|K5 Ds2 | ---20 LE 2' WIDE HELP PREVENT ANY POLLUTANTS, THAT MAY HAVE DISCHARGED INTO THE STORM ` ~ m " ^,, - X I �� ~~5 WI 5(11): |(Vl / � ' �� 0 ��0��[/�� �O5\T|V' • ' \N��� � �\ / � �j/' ' '` LO���� ----- --- �� � . I D AT'I3{J[[0�� DRAINAGE SYSTEM, FROM ESCAPING THE SITE. 16 SOIL CLEANUP AND CONTROL PRACTICES: LOCAL, STATE AND w CZ Nr ' u� ~' - 7U U~ 2' W4D� -----� 5Vv�!� �� 5^~ | 5q6 ' ' ' ' ` �� ' / � /0'' X'/ [�s2 LAJ� ��UTTD�W 5V��� �� V �� � WI 5(H): 1(V)' A\ PETROLEUM BASED PRODUCTS CONTAINERS FOR PRODUCTS SUCH AS FU[iS MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL ' « `, WWI ' / » A) - - . BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO ��� �w� F[)S1 [�B3 5= | .596 �V 5(M): | (V) G.7O��/ 5|DE 5LOPE5 LU8R|CANTS AND TARS VNLL BE |N8pECTED 0A|LY 0F LEAK8 AND Sp|L|�S. TH|S S!TE P-RSONNEL. K4ATER|AL AND EQU/Pk�ENT NECESSARY -R 3P/LL -� �O0f� SIDE SLOPES /� INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS, - TYPICAL ^� ��� � � v� ^� �-�� 'u� � --< ^� ° ' « . o� � � ___.� •� ----� • --- ' � '--� �4y '' ^ - . ---- . --- � --~'. PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE MATERIALS AND EQUIPMENT INCLUDES, BUT � � NOT--LIMITED-'- � �, -- uu / � ''-' 16" / � .. AREAS WILL BE LOCATED AWAY FORM STATE WATER8. NATURAL DRAINS AND BROOMS, DUSTPANS, MAPS, RAGS, GLOVES,� GOGGLES, CAT L�TO 'R I / `' ::_i /6 />1/w ^ ' ' ' ' " '' '� '- ___ � STORW WATER DRA|NAGE (NLETS. |N ADD|ll0N, TEMPORARY FUEUNG TANKS 3HALL SAND, SAWDUST AND PROPERLY LABEL[D P �� llC AND' KJ� UA y/ *0'�-- - 4- ~� ��^~�~�~:~�` �� ~� ~� ~~ ~�~�~�~� �� ~°- -~-~ - ' ��� ---- �� --- -- -- ----- HAVE A SECONDARY CONTA|Nk�ENT UNEH TO pREVE |NiW{ZE S|TE WASTE CONTAINERS SP|LL PREVENll{�N PRACTlCE8 AND/ | '/�y« w /0' ' ' oo -^ ' /d/J' ~' �- �n� ~ r C0NTAk�!NAllON �|SCHAR�E OF �|L3 FUELS AND ' -�CANT8 /S PH0H|B|TED �RO�[DURES VNLL `E R[NE�ED AFTER A SPiLL AND ADJU3TED ��' ' � /a /'x//w ��� .J CONTAMINATION. OILS, FUELS, �°"" PROHIBITED. BE PROPER DISPOSAL METHODS C "' / 6---0 ' M� /�. /w�w /ur u»� »«�/n � m«u- /m��uuc o����//um /m x �o//*u�� cum/mm�x m�����*xy |u rKLVLN | ,V(U�� ��|LL�. 8LL 5�|LL5 vNLL B� Q���" / 41110 l�� AND D|�P(}SAL A� REQU|RED BY L0CAL AND 8TATE RE�ULA00NS. CLE�NED UP |k�WE0ATELY UPON D|SC0VERY ALL 5P|LL3 VNLL 8E m--� / - �@N �� / / | P.I.N. 4-0008-14-031 / P.I.N. 4_�O0&_14_K�4 P.I.N. 4_����_14_�9� | P.I.N. 4_0008_14_012 B) PAINTS/FINISHES/SOLVENTS _ ALL p�0DUCT� yNLL D[ STORED IN ll0[Dy SEALED REPORTED AS REQUIRED BY LOCAL, STATE, AND FEDERAL (LEAVE A �&� -- / ' '� ' ' REGULATIONS. FOR SPILLS THAT ' ''~' SURFACE WATER (LEAVE �� W ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER �] | / i I '' -- �&w� u� / . ` . 03CHARGED TO THE STORM WATER COLLECTION SYSTEM. EXCESS PRODUCT, BE CONTACTED WITHIN 24 HOURS AT 1-80O-426-2675 . . / y. � 0TCn MATERIALS USED WITH THESE PRODUCTS AND PRODUCT CONTAINERS WILL BE ' ' 0F AN UNKN0�N NNO0Nl� THE NR� VNLL 8E CONTACTED~ < ~~~~ it;,,::,t1.::6;ill's,.::.;•1 ._/ . / DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND WITH IN 24 HOURS AT 1-800-426-2675. FOB SPiLL� GREATER �L m 0 / �� ��� . RECOMMENDATIONS. THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA / _� ���� (� _0l�C||c� [| EvxT|0N EPD WILL BE CONTACTED WITHIN 24 HOURS. FOR SPILLS LESS '-AN �� �� co ;,,,,. ` Y sx|Sr|NG GRx0E AS SHOWN ON pL�N� C) CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS WILL BE ALLOWED T() WASH 25 GALLONS AND NO SURFACE WATER IMPACTS' THE SPILL WILL BE .. �� '/ OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ()NS|TE. CLEANED UP AN LOCATE AGENCIES WILL BE CONTACTED AS �� Co ' REQUIRED. THE CONTRACTOR SHALL NOTIFY THE LICENSED �� N��� �� �� �/ / �/ D) FER�0L|ZER/HER8|C0E - THESE PRODUCTS WILL BE APPLIED AT RATES MA I. DO PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1,320 m�� 0 | / N0 ' ' , ' �� 1(1.4 == '4:4'''":: r� ' �� / NOT EXCEED THE MANUFACTURER'S SPEC. OR ABOVE THE GUIDELINES SB� FORTH GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES ��m �� �� '' MAXIMUM SLOPE_ MAXIMUM �|0pE IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND CAPACITIES OF EQUIPMENT) OR IF ANY ONE `PIECE OF EQUIPMENT �� �� �� vv -�c� � � 5 SEDIMENT CONTROL IN GA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER HAS A CAPACITY GREATER THAN THAN 560 GALLONS. THE CONTRACTOR �� >: �� �� 1 1 ROOF IN SEALED CONTAINERS. WILL NEED A SPILL PREVENTION CONTAINMENT AND �4 �� �� // // | | �� ~�� ~�~ c� / / | COUNTERMEASURES PLAN PREPARED BY THAT LICENSED �� 00 �� �� ,-„, ` �0�� �0�r E) BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL B[ BURIED PROFESSIONAL. �~ m �� �� �� 0N / // �. ��' ��r ' OR DISPOSED OF ONSITE. ALL SUCH MATERIALS WILL BE DISPOSED O' IN PK0PER �*�~ &� �� / / �� . , *° �� ~=- �� (} | WASTE DISPOSAL PROCEDURES. 17 SAFETY PROTECTION AND INSPECTIONS; CONSTRUCTION ACTIVITIES �~� �� �<�(<\ (�(�(�(�|� ' ' ' M�~~ CL �� PERFORMED 0 WILL BE ��u |m COMPLIANCE WITH ALL APPLICABLE LOCAL, �� NN N � � 00 -� - Y x' O^ F) WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND �TOK[D IN A STATE ANU FEDERAL LAWS, RULE3. AND REGULATIONS. �� @�� -- �� '� ' -- ---- --- -� - -' - --' ---~- ' SECURELY LIDDED METAL DUkAPSTER, THE DUMPSTER WILL MEET ALL SOLID WASTE CONSTRUCTION SITE MUST BE INSPECTED DAILY, WEEKLY, AND Lii N0 0 C\ �� 0 / MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE MONTHLY BY QUALIFIED PERSONNEL. RECORDS OF INSPECTIONS �� �ma �= �� Vu / / . x o ' m=m ��� L� | / SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EWPll[D A MUST BE KEPT IN ACCORDANCE WITH PART V,G OF THE GENERAL � 6161 C.) / MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE PERMIT. < 0m� 1--"r.... / � � �0 �� SWALE� CROSS SECTION HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WAS IL ` /L| BE < nC BURIED ONSITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURES 18. SITE NOT WITHIN 200FT OF STATE WATERS. 0 (4 I(N { NOT To SC �i- � ql 0 / I FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES WILL BE POS TED AT 4 i (.) u) 'z' I THE JOBS|TE AND THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE �� Cn PROCEDURES ARE FOLLOWED. �� W,„.O CERTIFICATION GENERAL NOTES g t��\ HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN[ v.,. THE MANNER SPECIFIED BY LOCAL, 3TATE, FEDERAL REGULA�UONS AND BY �� I�m TJ THE MANUFACTURER (}F SUCH PRODUCTS. TH ' JOB SITE SUPERINTENDENT, WHO 1. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HIGHLAND �� () | C[|}T|FY UNDER PENALTY UF LAVV THAT THIS PLAN VVAS PREPARED AFTER A SITE VISIT T[) THE L(}CATiONS YMLl ALSO 8E HE3p(}N3|BLE FOR SEEING THAT-THESE PRACllCES ARE FOLLOWED, LAND SURVEYING, LLC' et) m ' - DESCRIBED HERE BY MYSELF ()R MY AUTHORIZED AGENT, UNDER MY SUPERVISION AND SHALL INSPECT THE WILL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA 0�� '[� ����0��/���� «s»woma»u'AND«wnEn INSTALLATION {)F THE BMP'S WITHIN 7 DAYS AFTER INITIAL CONSTRUCTION BEGINS T[) DETERMINE IF THEY SHEETS /k�SD5' FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT |� 2' SOIL ON SITE IS CHIPLEY URBAN LAND COMPLEX AND IS CLASSIFIED -=� �] CONSERVATION COMMISSION ` `' AS A TYPE C SOILS IN THE HYDROLOGIC SOIL GROUP SOIL TYPE �~m HAVE BEEN INSTALLED AS DESIGNED AND ARE BEING MAINTAINED AS PER THE PLANS AND MANUAL. USED ON THE JOB SITE WILL BE OBTAINED AND USED FOR THE PROPER ' �- ---- -- -' - ' OBTAINED FROM NRCS WEB SOIL SURVEY.� MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS.op, T] ���*� DATE OF INSPECTION - -----------------'- AN MSDS WILL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS ' 3, PRE-DEVELOPMENT �5_yR STORM RUNOFF; O 7O CFS _ [ _ �� ���K�� �� �� I CERTIFY THE SITE WAS �� [�()K�P[(/\��� V�ll� THE � � ��P� PLAN ON THE DATE []F }���p�(�T](}� SORTED AND/OR USED AND ANOTHER COPY OF EACH MSDS WILL BE MAINTAINED IN ' ' ' - -� O Metzger ' ' �� ' - '- - - ' --� -' ' - ''- - - - - ' - - ' - - - - - - ' - �� - - THE ESPCP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH PROJECT NO.: O9-02O7 lk w Level H Certified Design Professional EMPLOYEE WHO MUST HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL 4' POST-DEVELOPMENT 25-YR STORM RUNOFF (NEW): 0.83 CFS DRAWN BY: '' ��JVy a) INSPECTION REVEALED THE FOLLOWING DISCREPENCIES FROM THE ES&P CONTROL PLAN, BE INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC '|N ' c ^ 5 SILT FENCE, CHECK DAMS, AND TEMPORARY SEDIMENT TRAPS DESIGNED ��JVV D CERTIFICATION NUMBER ���������� THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING PARTICULARLY ' ' ' BY: -� ------ ' THESE DISCREPENCIES MUST BE ADDRESSED IMMEDIATELY /\N[) A RE-INSPECTION SCHEDULED. WORK SHALL REGARDING SPILL CONTROL TECHNIQUES. ' - � SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED. SURVEYED BY: - ___ �� |asu�V� ����/���� ��Xp|RE�� ����/���� NOT PROCEED (}N THE SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED. ANY AMENDMENT T() 6. BASED ON MY OBSERVATION THIS DEVELOPMENT IS LOCATED IN SURVEY -----� C] ---- THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS, WHICH HAVE A SIGNIFICANT EFFECT ()N THE H) THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL �N0 ' ' CHECKED ABM / ZONE AE, BASE FLOOD ELEVATION 12 (NAVD 1988), A SPECIAL ' C� BEST MANAGEMENT PRACTICES WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN COUNTERMEASURES PLAN FOUND WITHIN THE ESPCP AND WILL TRAIN ALL ` - SCALE: ii 0 / / /' - PROFESSIONAL. PERSONNEL IN THE CLEANUP AND HANDLING OF SPILLED MATERIALS. NO FLOOD HAZARD AREA AS DETERMINED BY FEMA, MAP N�' � 1"=1{y 01 \/ `/ =, ' PROPER / ' 1�O51�0�28F DATED 0 200� DATE: DEC 2009 0 Signature: .�\/�/���^�° _- - - _ SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES WILL BE ALLOWED TO ' SEPT.' 26, 2008. ' II CERTIFY THAT THE PERMITEE'S ER(}S}[}N. SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN COME IN CONTACT WITH STORM WATER DISCHARGES. IF SUCH CONTACT OCCURS, �� - -- - -- -- - � ' �---- -- u- THE STORM WATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL APPROPRIATE ����� �r^�^'= ^�=�- ~~~ m�K�8��-� APPROPRIATE AND COMPREFIENSIVE SYSTEM OF BEST K4ANA(�EKdENT PRACTICES REQUIRED BY THE GEORGIA ^ ,� ~��� - SHEET x " MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO � � / WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION /\N[} SEDIMENTATION CONTROL. IN "~8~k��m� ^~� �«�� DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY '` ��= �~ ~ - 0 GEORGIA," (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF OF THE JOB SITE SUPERINTENDENT TO PROPERLY 'TRAIN ALL PERSONNE| IN THE C4 k JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE USE OF THE SPCC PLAN. 0W SAMPLING OF THE RECEIVING WATFR/S]\ OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE �| OF 2 Cr- �[��( �[D SYSTEM OF BMP'S MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT. . .!,. nIZmNIVONmIMMIF l < � ` �� -_____- � . -� 6' MAX. �C �- ›� ' ----------- ---------5 ----�------- ---- --~ CO I 8 T rvpe "o' SILT FENCE SUPPORTED BY ..|-L-_-_'--' ' - --'-- ----- -- "---- ----------���'-'----/-��-�- L- -------------'------------------ -'-- /�!| 'f - I u«* STEEL FRAME 1----:(0:-. kw .arseL pouru .-^ 0 ) _ 18, M|N 18, 18, MIN H 0,,) � ' ----' --' et j « ' �m' U 1 __ _ � � "( U �+ � ~,~ ` VEGETATIVE MEASURES AND STRUCTURAL PRACTICES _ co -- -- ----'- 0 --- ~�� Y TRENCH I -� - � CODE PRACTICE CONSTRUCTION ON DET�L MAP SYMBOL DESCRIPTION | 0 ��U1 18" MIN 18^ MIN aov�op^xo ' � PA R0CRNUU3[um ? 1' MINIMUM H EA D PS �E E FPO�R D RLE0�COANNE8 D �AUT D l�FE R0~N"~�"R'E"S"^T'H'`[R"EBY B BURIAL I 4110 STORM DRAIN °" PROTECTING PUBLIC STREETS. et y STRUCTURE- --�|- - /|[V - EX}T - -- ------ -------'`-.-� --`v --'--'. - - -- ---_- - l FRONT VIEW -�- A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. ' SECTION A-A S� / /^' TYPE IT MAY SANDBAGS, BALES OF STRAW OR HAY' BRUSH, LOGS AND POLES, 0 SEDIMENT I�2B FABRIC (22") BARRIER Z _°_ GRAVEL, OR A SEDIMENT FENCE. . � I USE: - ---- - --- - -- ----- ------- - ------ — .--- -� N� 1- ON PROJ[CT3, SUCH AS RESIDENTIAL HOME 5|T[3 OR SMALL C0WM[RC|AL UEVELOPMENT� WHERE U;� OF THE. P 'OJ[CT IS LESS THAN 6 MONTHS, � �� ~� AN IMPOUNDING AREA CREATED BY EXCAVATING AROUND A STORM DRAIN' STORM DRAINAGE a/RUC mns Sd2 - � |NLET ^' ��^ - DROP INLET. THE EXCAVATED AREA WILL BE FILLED AND STABILIZED ON ' 2) WHERE THE SLOPE GRADIENT IS LESS THAN OR EQUAL TO 3'1. SEDIMENT TRAP FASTENERS FOR WOOD rvS/ //-7 ~\ �/ FILLED AND STABILIZED ON COMPLETION OF CONSTRUCTION ACTIVITIES.` -2X4 STEEL POST SIZE - i—GAJAIR—CROWN _ | - --- - - FRAME ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED AREAS WHERE POST - - - 1� �/m` � � ^ �" L0N� � & �. [ ��0STURBED AREA i� SEEDINGS MAY NOT HAVE A SUITABLE CROWNING SEASON TO PRODUCE 2" » ~' FASTENERS FOR WOOD POST NAILS Dsl `- MIN.1, fir 1 A /u « GE | LENGTH ----4-�|N -_ J 8UTT0m N-A-U- - -- MULCHING ONLY) AN EROSION RETARDING COVER. � »/cc� 0'75 �o'/' /' � »' ' - 1- 0STUR8EDAR-A t � _____A FEmCE 1 ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST GROWING n��n r^nmow«x �oo oc «rnm*c» m na poo� ar m«s como �mopo�wcns � �- ~ � �+ SEED|NGS ON DISTURBED AREAS. - /VNTH TEMPORARY m�w \--76N-1-S-1-L-E7S1REGT-11- --ELONGATION -----A-OS (APPARENT FLOW RATE _ ULTRAVIOLE1 STABILITY (2) BURSTING STREGTH MIN. FABRIC WIDTH SEEDING) 2X4 STEEL MIN.) (I) OPENING SIZE) (»Snw D-4632 AFTER (PSI ) (INCHES) DISTURBED AREA - - m ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES,� (MAX. m ( STABILIZATION � � � � ~ k IN ACCORDANCE WITH BURSTING STRENGTH Ds- (WITH PERMANENT ' ~ �^ �-S1 SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON • �'� DISTURBED AREAS. ! _____ .------ "--- WARP-120 40 ��0 -- 80 175 22 - FILL,-100 �* I PLAN (1) MIN. nou � .A__ OF FIVE SPECIMENS. _ _ _ _ _ _ - DU _ DUST CONTROL ON CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON CONSTRICTION �n�� 3�2o `� OF5'7 N*, -M� /D|8TURBED AREAS [DU](u) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. SITE, ROADWAYS AND SIMILAR SITES. , • « ' - TEMPORARY SEDIMENT TRAP - Sd2 TYPE F SILT FENCE TYPE B ^ ~^ � ICI ~ �~--= =- , A SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A ; M-l fr } C~ CHECK DAM ^ B�E�ACL0E N' sDTRR�U|NCATE�D E 0DU|TT CH o FO �P ARR[AA P OAD CO8NR CEHNATRYABTEAD LESRL.D@ SHALL ,! NOT TO SCALE NOT TO SCALE 77 ^ ^ _ _ _ _ , , , � � CHEMICAL CONTROL nw�N�� u! Z ° �� ` ADHESIVE WATER TYPE OF APPLICATION m�° i � � °== *m�' � ^ DILUTION NOZZLE RATE (GAL/AC) o�* ��v w � � ' � � TENTATIVE � �����x�U��� SCHEDULE �� �� � � - --------- '---- ----------- -- ------- 8 ��U'N � �� U U �� �� ���� � UY� U U D ��»wv88��K~����~�� U80 =�" E �� �� AN0|C _______________________ _ ____. __________ __� mwwm =^ ce�� u en c/ 7.1* SPRAY 1200 U� 0 �z�o ~ � ASPHALT ' m�m ��� ,� zc '' *�� m c wc ' E�U��ON ----' ---------� ' ---------- ---- — ��' " m -- --------- ---- -''- ACTIVITY 000 JAN 200A m�� 8� N �� `� I � r == -- o' � u �� � LATEX FINE - DEC--- -' - --- ��� � � m �� °` • EMULSION 12 1/2�1* SPRAY 235 __ ____-_-_- __-'�- -_ -_- ___ ___ �°� n�� co��n ��MOM tra�� � ,� , ---- - --- - - ��) �� o ���$V � RE3|N-|N- ,,.,.,`,,,~, ^',. `�'�/ ��^ /_ `^ .0 . WATER 4:1* FINE 300 � U �� � . �� n , i SPRAY �= �� ~� ^� � � EMULSION ��� w m __ __ ____ -_ _-_- _ - SEDIMENT BARRIER � � �[� . *USE MANUFACTURER'S RECOMMENDATIONS �HEN AVAILABLE -- ��� n�� ��� on�� �� ;� b �� , , � -- -------- ---- �� ,�� �rvv/ � � w � � -----------'---------- ----- -----'----� -' -----'—'�--- ----'---------�--------------�-- ' ------- '------' DUST CONTROL L/� ��: ' bd � ���D|N[ � � T�� ���) T�k�[}/l�) �[)Y & []��K� �K �NT COVER MULCHING �� �� _ `/�_�_�//,v�� RATES'_./ / �/'` / �-/v// `�/ `r`/` ' �^ , '-/`w//`/ ��-/" / ���� v��` ` _____ ___-__-_� -' ___==��____-��.»` wm�/ � '___-------�__�--__'__-_-__-_-__ __-_- ___ --_-_ _ _-__-_-__-______-___ __'--_ _�'_--__-_____ -/ ��RAT[ PER ACRE BATEP[K ACRE _______ |NLET SEDIMENT TRAP � '� ��r,...,______ k�{)NTH TEK�PORARY C�)VER SEEDED ADDEO PERWANENT CDV[R SEEDED �� ADQED v���y . e ^��ADDED ---------------' --' '-- ----- xX'� � ' ALONE TO MIX ALONE TO MIX CHECK DAW8(HAYBALES) `�` -_-- °-' �� - , , JANUARY RYEGRASS 40 LBS - UNHULLED HER�UDA 10 LBS --- ----- -' ----- '----- ' �� ---' -------' --- ( ) '-- ---------------- AREA STAB| |ZAll0 ���} "' �___ �_� � � � �`__ _, ___ __ U 3ERLC[A LESPEDEZA `1, 75 LB3_____��__________. /VNTH p[RWANENTyE�uuTl"m» ���^« � ~~ /]---- ~ � � � � � � � � � � � -'�--� ' FEBR--------------- LE�PEDEZA -- L1 S U ]� BER U 10 -- O LB3 ` `'" "'`/ ���N ���� ��U A..``""L . `° L~° .~ � ....~`` .,. -����__'_ __---__ - _'__- __� __-__-- __-_--__--_--__ ~�~� .`� `�'RYE(�RA33 4� L8S - �ERLCEA LESPEDEZA �1) 75 LB5 - �� n ,~-~'\,-z � � � � � � � � � �� - -- -�'� �-- - --- -- -' --- '-��� ` ' - -- -----' GR40NG '`'�Q �- ,� �`` � � � � RYE � BU 0.� BU __ ___ ____ _________________ ' '''^p_� ix �__� __'� '---_-___- -__- _�--__� ������ ~~�� ^ �� N " � � � � � � � � � � � � � � � � � WARCH ���P|N� L0V��RASS 4 LB� � LB� P�N H|A SO LB3 ----- - - -- -- �������G * � � � � � � � � � � � � � ~ � � � � - . ~~�~-^~--- --- ^n ~ w�I � � ANNUAL L�5P�DFZA 40 L�� l0 L8� LLED 8ERK� 10 LB5 8 LB5� � � � � � � � � � � � ^� ��� � � � � � � . .~ _ _ �~___� ____._ ______ __ __ 3ERLCE/\ UESPEDEZA /2\ 8D LBS ���--------' � � � APR�L �E[P|N� RA�3 4 LB3 2 L83 PENSAC{)LA BAH�A 80 LB3_ � N 5UDON GRAS3 G0 LBS - WEEP|N VEGRA33 5 L85 8 --- ---� --'------ --'--------- --------------'---B k4| T 40 L�S 1 �� HULL� KJU�A 10 LBS A � � ��* , Ul ' � �� ��� ~ ^ ~ ~^ ~Ld � - TEMPORARY W[TH0DS - pERMAN[NT METHODS � � ------ WEEp|N(� L()VEGRASS 4 LB3 2 LB3 PENSACOLA AAH|A 60 LA3 3� |J35 �0 0� - WULCH[S - pERMANENTV[GETAll0N '' ' ----'-- ()N �HA�� 6O L�� _ yy��p|N� LOy��RA�� � L L m��»T[�P0RARY V[�[TA�VE CUYER - T0PS0|LiN� - --- - \DISTURBED ��� � ` I BROYVN ��P k�|L| ET 40 LBS 1U LBS HULLED BERk�UDA 1O L__ ___'-_ -_ ' LB3 0 �� ' �'' -�r�IRRIGATION _JUNE PEARL MILLET ---- 50 LBS -- PENSACOLABAH|A_ ` ' 60 LBS----- �� �� �\ n Nk , ` ' - BARRIERS SUDON GRASS 60 LBS - HULLED BERMUDA 10 LBS 8 LBS \ `^/` �/� / " ' = . ` ' '"//\/�<�'�^�./�Y���/��// ��� N� • - CALCIUM CHLORIDE ---- BROWN ��P MILLET 40 LBS LBS -- ---- �i �� (4 ----'-------- =-~`- �� '------ ----------'----'------ • ----- --------- -- - «�� JULY PEARL MILLET 50 LBS - PENSACOLA BAHIA 60 LBS 30 LBS. POINT "A" uxomn BE HIGHER THAN pmwr ^n^ �� ' ' � DUST CONTROL ON DISTURBED � ���� � _ _ _ _ _ �� �� K~����� H ��«��8nN K K�^�.��� �.�U"W K~�U�� U ��K`�����K~� �^�K�������� 3U A�3 60 LBS - ________ f4�0p{]�_pLA{%�&�]�[{}|� �TQ/8� BALE BARRIER IN DRAINAGE WAY K�� � - - -- -----'-----'--'-- -- ------�- P W�LET 40 LBS 10 LBS - -- ------' - u nc-omm pmxcruon u'xu" =1 \ � NOT TO SCALE --� --------� ~'` �~ --- -------- ---'-'------'------' � .��� ��«� �� [» ^ AU PEARL MILLET 50 LBS - PENSACOLA BAHIA 60 LBS �0 LBS STAKES 1/2' IN m�� �) O ' - -==---- -- — - - � ---- �� ~� RYE � BU 0 � BU ' 0 �= �� � _-' _~ _-- . ___ ____ ____- _ - STAKED AND ENTRENCHED STRAW BALE 0J�- MI C� ---EP F�RER RYE�RA�� 40 LBS SERLCEA LESPEDEZA (1) 75 L88 - ~ =�= �� �� � � /==�=- - _ -'_-. -------- - ------ ----' � ~ ----------- ------- 8�� =�° �� ■ . - OATS 4 BU 1 BU � �� �� �� Co - ---- ---'- -- ' ----�-----'-- -- -------'------ — y m=o ~ �� ~�" WHEAT 3 BU 0 �n ~^�� --'- '--'---- ----------- --'-- .�-y�- ---------''---- -� 7�i ------ --- --------- \ m�' �� (� � _()�TO8ER_ WHEAT-- _ _ J BU _ 0,5 BU 3ERLCEA_LE P /� \,/ 75 LB� _ __�___________ oomw�rcoum� m ~= `- | RYEGRASS 40 LBS - BIDING ~/^� OR /�w� `y 0 m a r�> �� »�. ------ -----' ---� - -- --------- --- --'- -------'� ----' \ ~~ ^ft=*� .�. �= �0 uj 3 BU (l5 BU a�mom cn� - ----'-- - -- ---- --- --------------' -----' --------------� \ »-- �i ~=' �� � _ __�____ BARLEY _______ 3 BU __. 0.5 BU ___ ____ _____ g ��0ATS 4 OU � 0N N - �� �� --------�------ -----' -- ---- --------------------- --------- --- -- ----- W��| %�� 0N ' NOVEMBER SAME A� OCTOBER UNHULLED BERMUDA 1O LBS 6 LR3 ~`� 2— � � _ ~ ___-__ \ �� �� ^� [} DECEMBER SAME. AS OCTOBER UNHULLED BERMUDA 10 LBS 6 LB3 � ��0 �- �� t� � � � ' . � � ; OD ' �!� ----� -- �� n-- &�w� ^ U�� �i / � � 8�� ��� ~�~ ^ T - 1 UN5CA0R[D ' �~ �� (J ��mr- ' 0=�. �� � �^ C V\\'\ 2. SCARIFIED u�= m__ � ` '~`���~ ^.v�.r/.r/`r/`r/`�~., , 0 ��� ~ {] 3, CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. ' / ' �� ���n �� C� ` ° ` `^ ` `. ` ` ` 4 L|�T[D |N TH[ URD[R UF PREFEREN�� �D - - �� [} ' ' wo/a cwxe� x�xu��u x uw/uow or * woxco. �~ -- »�o I � 5. ALL PERk�ANENT �RA3� PLANllNG� SHALL BE K4ULCHED. =�� � � �� Cn � ,CROSS-SECTION 0[ A PROPERLY INSTALLED STRAV� 8�~� ��m ~~ � �J / 0e�� t ' ~ ~ �~� NOTES: |� � \/ BALE /`- [�/`k~ DAN/ CO °i 1. FERTlL|7I�J(� - APPLY 6-12-12 FERTILIZER /\T THE RATE OF 35 POUNDS PER 1,000 SQUARE RE[l �'- -�-_-�� ���__�_' -- - � ' ��� ~�� -0 4‘,40000;04,40:030;WAVV:10041;Ow. RAKING LIGHTLY INTO THE SOIL �~s „-----' � APPLY AGRICULTURAL LIME Al A RATE [)F ONE TON PER ACRE. T�� AGRICULTURAL LIME SHALL € -Hb -- (] � - ' ' N��� m � ( ' � MEET 'THE SPECIFICATIONS OF THE GEORGIA ��P/\��W�NT OF /\�R|�ULTUR� ---' -----------------� ---------- � � x .- \ / � ' �w�/ �- � | ' �. DRY SLAW SHALL BE APPLIED Al THE RATE [)F 2 TONS PER ACRE AND DRY HAY SHALL BE APPLIED - ' ' ' ~�� _] ~ ` WSWCC osoxomnn|�xwovw«sn dw�� ��1 / AT A RATt (}F 25 TON8 PER A(��[ � �I _ | / ' /^� ' ' oomosnvxromoomMmomm � ' " '~"` � 4. VVATER |k4�WEO|ATLEY AFTER �WULCH|N(�.-0 ,�' �`- T —� ---- —�------' -------- w ' � Alec B �� P .: U 7' �� � - �� � �� � � � -ER� � � �� � �EEDU� � S �HE �U �- - - Kvm0K8Kk��m� ~ �ro�sm�onm� � JV c :�� DESIGNED CJV - O . -3 GEOT[XTILE `-~~`~`~` 2O MIN. -- -- CERTIFICATION NUMBER 0000008757 SURVEYED BY: CMP N SEDIMENT STORAGE NOTE. ^ °"°,E' DATE: ] �sn«eu04K11/2009 �xp|nEa 04/11/2012 C� ' CHECKED ABM 0 � SCALE: N.T.S. u/ �] || E TO DISTURBED AREA FOR THE DEVELOPMENT IS APPR0X|kA [[| Y O.10 ACRES. THE SEDIMENT WILL BE N�' be i � DATE' DEC 2009 A /' signature:L TRAPPED USING SILT FENCE, HAY BAIL ( HEC� DAWS' AND TM� iNLET 3[D|WENT TRAP |N TH� PR0P( 3E� ,~/ SWALES. SHEET T C0 � � �� � � � � � � H� � � � U� C] r (NI *1 NOT TO SCALE ��- �� ,; .~�> �- TO SCALE ~ O ��� � OF 2 , ^ - ' ^ �� �J[� U� ��� �0�~�~�'���� - ' ' '' NARRATIVE U �� �� U`��.� 8 ���� // I � ------ - -- ""�r�� � / |� ~ �� �� '-„._ . :,''' -; ' / 1. U�S�R1y]]0N. TH[ PRUJECT IS LOCATED AT 303 16th STREET, AND LIES WITHIN THE -� ~^4��� Li /��' CITY LIMITS OF TYKE ISLAND. THE PARCEL ID NUMBER IS 4-0088-14-001. |l IS THE - * ' / / / }//' noo IN UENllON OF THE OWNER TO CONSTRUCT A NEW HOUSE AND INSTALL DRAINAGE u� ~ Kw! 6.22 ___ .� - ' �� « ��''v IMPROVEMENT TO COMPLY WITH THE MUNICIPAL DRAINAGE ORDINANCE. THE DRAINAGE - « \/» ` _� _- ------�--�--�--------- _____--�� -'=~ IMPROVEMENTS WILL CONSIST OF SWALE3, PIPES, AND INLETS AND WILL TIE INTO ~. Lzi,iir ** Fv. .....,..„ . v ,,,,.co ,, .,:. I , a. scw,;,„., a 0 ,f,(,..$ --------�--7'----- ` MUNICIPAL STORM DRAINAGE SYSTEM LOCATED AT THE INTERSECTION OF JONES AND / �� TY8R|9A 3l�. Ai P11 �� Q� 2 y[iET/�]UN� THE SITE IS CURRENTLY A VACANT RESIDENTIAL LOT WITH MINIMA!. TREE ^~ ���| wr �� . / ~ C0VERA�[. / �-.� / / ''�//. J. /�>J��ENiTf {�FY�R]`�' rt./ 'a° ,41 ix , :::r ,,,,,',',, / ''/ NORTH: 16TH STREET( STREET)\ | � � � ' ' ' ' ' ' ' ' ' ' ''''''''''''''''''''/'/'////'////////////////////////////// ` ' ' '//////////''///// / ///////////////////////////////' SOUTH; RESIDENTIAL lia UJ l . � ' WEST: .K)NE3 AVE. Q 44T cs ft EAST: RESIDENTIAL � 4. �4�1�{}UR.�C8NTACT !NFORk�AT|ONL (�\8L-S!T[_VV�R8'-��Wl�AC{L - - 1 -- --'--' - -'-- -'- - ---� /A� DEVELOPER/OWNER: SOUTHERN AMERICAN HOMES ALEC B. METZGER, P.[. �N�� ' II IN 2.68 1�� JOHN 8ARR E�C ENC|NEER|N� S[RNC[8. |NC. ^° --°~r itil �~~ | « m'/ /.,n 8173 OLD HWY 21 P.O. BOX 8101 [ N���y PORT VNENTWORTH, GA 31407 5AVANNAH, GA 31412 / - �� itifl ' (912) 963-2113 (912) 644-J20O �?�*� °�w / ` ' . ' � � � � ����z�� /' �� � �- /r»` « // / 5 THE TOTAL AREA 0F THIS PROJECT IS jLO11 ACRES. ' -- ° m // . . - _ , / �l2/ T||E T0D�' D/STUHBED AREA F0R TH|S PR0JECT |S ��0.1O ACRES.• . . • ---'-------- ,� ' // ' 6. THE ES����PE��FSEDiK8ENTFF�C�K8 THE SQ[E SHALL BE P��EVENTE0f�Y THE(NSTALL�\l|K�NK)F \ / -~ f ���~ �N�@� :;:,,,.,„,: / / / \L- -/'_ ��~ ^` mg_ a m� | EROSIONCONTROL |� --- -- ' --- -- -- - ' / � �0m��N�J�0=0�n��' N�8� �& N�� / / T����FX����C�Fk����TV��T� Lx�N0'0/��WP��UW����T���T���. VICINITY l� M��0���W�r . , : / / � � ~ ~_ ~~ �~ ~ � ~~~� ~� // x,�/ / NOT TO SCALE - - ' -' ------------- - 1 /nw 1-:'`) � EROSION / Zi »^ 7. TIMES. ___-___-__'--'_____�'____--_----_ ___.___-__� __' __-- /// wml�� ~ ~ oo[�,�� �- ` • �Hp� -O/��-- -------0HY� ------Oh OF y'�- ,' //o/�X //�//v �� mN {�� -0H�y� CVK� ---'---- '-------------u�~�- � - `"'' ^ \P� -- - - EROSf{�N�\N0SE0IA8ENTCQMTR0L08EASWRES SHALLBEi88PLEN0ENTEDTOCC�NTROLOR '-D / ` \ N0//&�/ //K TF�E��T THE SEDIMENT SOURCE. / _ \ ' '" -- /'0/Y� ` ' ' ` 6u8 /� ` / /�� I*` �n� ,/ x�_`�/ <����� c�//�8 �`^'�`` 00 W ����[�|�TU���Q�t�� L�F������E�F�3F�����FU�0���E��E��TH��N140����H�L� �� rmur / � ` ' c, ' � 13. STANDARDS SPECIFICATIONS: ALL DESIGNS WILL CONFORM TO -- '` / /'/' 00^ / _ � yx /!/' S���3kL���C�VVI�H880LCH0F�TEK8PK�����RYSEE[�IN��. AND ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE I ' � � ,. '/x X-- X X- I STANDARDS AND SPECIFICATIONS OF THE PUBLICATION ENTITLED, ' " " / � '7*(4 ›r --x-- x- x- x- -x Q.' "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA". { m�«~ /> 44 (.-, ii X 1� 9. �AU�[[N/��C��_pR0��A�L8[D{�ENT �ND ER�3|0N C�NTR0L k�EA5UR[S N8LL 0�� 14. ALL 3TATE �ATERS 0N 8R VV|lH(N 2OO FEET FROW THE PR0JECT �--� -� � - � - � '---� --'--�-- �` / ' |NSPECTED 0A|LY. ANYD��A�ES O8�ERV[0 VWLL BE REPA|REU BY THE END 0� |BAl� 8|TE WU3T 8E D[UNEATED 0N ALL PHA8E� OF THE PLAN. ALL � ' m DAY. CLEANOUT OF SEDIMENT CONTROL STRUCTURES WILL BE ACCOMPLISHED IN WETLANDS LOCATED WITHIN TH[ PROJECT SITE MUST BE DELINEATED. ` ' ' ACCORDANCE WITH THE SPECIFICATIONS AND SEDIMENT DISPOSAL ACCOMPLISHED BY NON-EXE�PT ACllNTlE3 SHALL NOT BE C�NDUCTED VNTH|N THE 25 GRAPHIC SCALE: 1":10'-0" tt SPRE�D|N� 0N THE �|TE. 5ED|kxENT 8ARR|[RS VNLL R[WA\N |N PLAC[ UNllL S[D|k�[NT OF 50-FOOT UND0TUR8ED �TREAk1 BUFFER8 AS WEASURED FRO� --'-� -� -- ' - -� -- - --- CUNTH|8UllN� AREAS ARE STA8iU�ED. TH[ SE0k�ENT BARR|ERS YNLL THEN DE RE�OVED TH[ P0NTOF �RE�TED VE�ETAllON YNTHO0T RRST A��UiRiN� TH[ �*� hi` ' AND THE AREAS OCCUPIED BY THESE AREAS WILL THEN BE VEGETATED, MAINTENANCE- NECESSARY VARIENCES AND PERMITS ACCORDING TO PART IV,(1) �� ° �c ' " / 0F ALL �O|L ERU�|0N AND �E0k�ENTATl�N C�NTROL pRACTlCES' �HETHER T[�pURARY AND (11) OF THE GENERAL PERMIT. ` ' ��' � �- co' OR P[RWANENT. SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER, ` ' �� -- w .•:''',),;,.: . �� �� � m � 34_@ WARD 5 [Ds3 ----/| �U 15. Su&K�AQY_WASl�ES; A MINIMUM OF ONE PORTABLE SAN|TARYUNIT KV0 ii `r -` �� ---- } /2x 1 8 10. [0{�I� C0NTR{�^�xR0GRAM: CLEARING WILL BE KEPT TO AN ABSOLUTE MINIMUM. VNLL BE PROVIDED FOR [VERY TEN �0 WORKERS ON THE SITE. w�� /��� � "- ''' | 2' VV|0` �%@S� Fmwd /� ' VEGETATION AND MULCH WILL BE APPLIED T0 APPLICABLE AREAS IMMEDIATELY AFTER � / ` �& 0 ~ ���� " - u 4iN( - ' ^~ ' u ' ' - ALL 3AN|TARY �A5T[ UN|T� VNLL 8� CULLE�T[D FR0� THE ^�� �` �� 01 - ��i1 �o P�O�()���D '~! - - 6G � ' �� °� �c/ (�KAVL| � wormm � �' ' [XCAVA8()N �S �0�PLETED LAND-D|3TUR8|N� V0LL BE �CHEDUL[D TO L|�|T EXPO�URE '-- -'�'''�'�' ' --'- -'' '- --- -- ------'-- � �'-'� ''- | �1" +'' ' PORTABLE UN|TS A WIN|MUM UF ONE 7lk�E pER WEB< BY A UCEN3ED | wm� - �� m`` � \.�___/ |)Ny�VyAy � umc 5|uKy ^\ . � ' '^'~ -� ~~~~ '- ~'~ � 0F BAR[ 3()|LS TU ERO0ON [LEk�ENT5. 5T0RM WATER K4ANAGEk�ENT STRUCTUR[3 VNLL p�RTA8{ E FAC|L�Ty pRUNDER �N �0�pL[TE CDk�pL(AN�E yMTH LO�AL ' ==� �� .� i` � I ` D��LL|N(� - \^ � � 8E E�Pi8YED TU PREV[NT ER��!ON !N �REA� 0F �0NC[NTRATED VVATER FL0VVS - �0� �� |� ~^ '� » | « ' � FLOWS. A ND STATE REGULATIONS, *�� (D ~) �� ' � |� �|�V� | �.UU(��|Nj ' N/Y�D88 A ' n�� ^c ��w c "t ) ' | � � - T CONTROL_ WILL BE ACCOMPLISHED BY ��/ ° �� @y I� | U(7|lT)�W 5LAD E E ELEV {} O0 ' NAVD �)/� M� • 11' SIDUWENT CONTR0L pROGRAW: SED|WEN LL ALL �AN|TARY �ASTE UN|7S VNLL BE bDCATED |N AN ARE� �HERE �= ~���z----F�'-' ' ^4������ --� 7 0O �� 25 |[ VD0{'k}�� |NSTALL|N� KW � > | . �� n ii l� / � � . ^� /0~ - " THE L�KEUH0OD �F THE UN|T ��NTR|8UllN� TO ST0Rk� �ATER m�� �� o ' ~^c "c Q 7 0U /yv m , { 5VV�| [ �� 5~~() 8O96 HEST k�AN��E�ENT PRACT|�ES THAT ARE �ONS|8T[NT VNTH AND N�� LE�8 SlR|N�ENT , == �� + / �Y � � N TOTA| AK�A' | '20O ����[�� /!4/�� x� � THAN THE MANUAL FOR EROSION AND SEDIMENT CONTR�L |N GE0R��A Pi AN5 ||AVE 0SCHAR�E |5 N[�L|C!BLE' ADO|llONAL CONTA|NWENT B�p � k�U�T � � UA i �� N � '' / V. °z |1 ' 8E IMPLEMENTED, SUCH A� GRAVEL BAGS 0H SPECIALLY DESIGNED 0 .„. ��'��� �� �� 6 [� /'' >� / f� 7 �� � � BEEN PHASED |NT0 INITIAL SEDIMENT STORAGE AND PERIMETER CONTROL RW|/'�. PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES �� CO mm u' �^ m ^� er, // 0N , ' - �� `- r �� |N�[EKW[D|�TE GRADING AND DRAINAGE 8Wp'� AND FINAL B�p'S ALL B@P'S HAVE BEEN FROM CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION ( �� Vii ' ti / / rr }` `' ��0 V 1 '6 ' / * � i �N N ' ` V mm� •v o LABELED ON PLANS USING THE UNIFORM CODING SYMBOLS FROM THE MANUAL.. (3[E 0F SAN|TARY �ASTE UN|TS k�UST �E 0EN7lRED ON THE EROS|0N ' m�w I / l" / ---� �� �� LEGEND) CONTROL PLAN BY THE CONTRACTOR ONCE THE LOCATIONS HAVE -/ -� � / / » / -�/�� | ------�------ ���««' -- ---- ^^ ' * \�° ^ �y ' 8EEN D[TERW|NED � � `^ / // ')` / � �' ~� �^ 12. POLLUTION {��NTROL_PR0�R��' NO WASTES WILL BE DISPOSED OF INTO STORM WATER ' . � - iL / / � ^`'2S |EV-�[J[[O�� ^��� /y z' .* �r. ` `' ' ` ` �� � ` 'I 03 / Al ^L ()V� •' V �iyyAU (� 5=5 496 � [�s2 | * 20 |�` V D(7OY�� INLETS OR WATERS (}F THE STATE. THE STORk� �ATER DETENTl0N 5TRUClUHES 3HALL SANITARY SEWER PROVIDED BY MUNICIPAL AUTHORITY � �� / |KJ�Nl� T\ '��|I- ENDS y ~' ' �� � --- } - ' HELP PREVENT ANY POLLUTANTS' THAT MAY HAVE DISCHARGED INTO THE STORM � « • ' ``^^'` / ���� | � �� 5VV�L[ �� 5= / �96 DRA|NAG[ �Y3TEk� FR�W [SCAP�NG THE 5|TE 18 �}8 {lEANUp_AND C0NTRUL PRA�llCES' LOCAL, �TA`c AND ' �0 ��Ok4[}�� �C)5|T|V�� |N/K�� -- | ] � � ^ ^ ' ' - ` [> /7 - 70 L[ V �[}�TOKJ Ds3 ------ --- . LOCAL, �, �� ` ' `' ' MANUFACTURER'S RECOMMENDED METHODS FOR SPILL t1EANUP WILL. ! ) ' - 15 / | ~ ��VV�L� {� 5= | 5Y6 V �� � A) PETROLEUM BASED PRODUCTS CONTAINERS FOR PRODUCTS SUCH AS FUELS, RE CLEARLY P09TE0 AND PROCEDURES WILL B[ ����� \VA�LARL� 7 | �� ^ z � . yw � / / - ' '' . ' u / LUBRICANTS AND TARS WILL BE INSPECTED DAILY OF LEAKS AND SPILLS. THIS ��T[ PERSONNEL MATERIAL AND EQUIPMENT NECESSARY FOR SPILL>| / // ' ' / G.70+ INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE ARE�S TYPICAL � /� � '/ -15 08 ' < < '� ^ '� • +*� �� ^� «� ~ ''~^~ ~~ ~^- '-'---[AND ' -- '-' - -� '- -- �--'- AND ----- � ~~~ `- ~�^ ~^ KEPT `T THE -^`~^'`� ~'_' `~^ ARE. '~' ' '' '°~^ ' ^��� �� zc � - • '-- • ��- • ---�- PHEVENTAllVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE. MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO , • • � �� tit 1T-758' '.`` ' /6 /Y AREAS WILL BE LOCATED AWAY F0RK� STATE �AT[RS. NATURAL DRAINS AND BROOMS, DUSTPANS, MAPS, RAGS, GLOVES, GOGGLES, cA[ LITTER, _-!J-_' � � POI' ---�O/' ��-- /�'' /'Ai uv STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND D M:�TAL ' ,�---*'-�----- '���-�'��� + - --)( � &- ' -- � ' �-����-!(-~-` -- V����'�'��----- - - ----- HAVE A �E�ONDARY C0NTA|N�ENT L|NER TO PREVE |N|k4|ZE S\TE VVASTE C0NTA|NER�. SP|LL PR[VENTlON PRACT|�E� AND / w« �r»/' �- ~~ ~~ ~��~~ ^ ' -'-`^-- �. ~~ ~� ~�~�-�- - �� ~~ Cry CONTAMINATION. DISCHARGE OF OILS, FUELS AND -/ -|CANT8 IS PROHIBITED, PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED AS/ | / - ''� N '' -' '- '"�'' /�'' /Y\//N �~�� %'� ' ' ` ^~~'` ' ' / ' PROPER DISPOSAL METHODS WILL INCLUDE COLL[�llON IN A SUITABLE C0Nl7\|NER N�C[3SARY T0 PREVENT FVTURE �P|LL5 ALL SPILLS WILL BE(�H- �� /Sdl � /«^ /\^/m AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS. CLEANED UP IMMEDIATELY UPON DISCOVERY ALL SPILLS WILL BE (1) / --- -- ] �.�- REPORTED AS REQUIRED BY L0CAL. STATE, AND FEDERAL �K� uu / / | P.LW. 4--����-14-OZN | P.I.N. 4-U�UQ-1��'�34 | P.I.N. 4-��O8-�4-��� | P'LN' 4-�O&8-i4-C�� B) PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHT! Y SEALED REGULATIONS. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A --- / ' ' ' � ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER �� ==�' ( | | | DISCHARGED TO TFIE STORM WATER COLLECTION SYSTEM. EXCESS PRODUCE VNLL 8E �0NTACT[D 'VNTH|N 24 HUURS AT 1-80O-42�-2875. \ ��' . / MATERIALS USED WITH THESE PRODUCTS AND PRODUCT CONTAINERS WILL 13[ (NRC)'SPILLS OF AN UNKNOWN AMOUNT, THE NRC WILL BE CONTACTED :: ~' / | 05P0SEDOFACCOR0NQTUk�ANUFACTURER'3 SPECIFICATIONS AND WITH IN 24 HOURS AT1-8OO-425-2875. FOR SPILLS GREATER �� m RECOMMENDATIONS. THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA (1�� ~' / // EPD WILL BE CONTACTED WITHIN 24 HOUR S. FOR SPILLS LESS THAN - �� ''� / / / ~�' *^� / | C) CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS VNLL BE ALLOWED T() VYA�|| 2� �ALL0NS AND N� SURFA�E �ATER |k�PACT3' THE SP|LL YNLL BE�v // OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON3| [[. GLEANED UP AN LOCATE AGENCIES WILL BE CONTACTED AS �� -- �= / ' REQUIRED. THE CONTRACTOR SHALL NOTIFY THE LICENSED �= ��w' == �� / / == �� / �^ 0\ F[Rl|LiZER/HER8|QDE - THESE PR0DUCT5 V0LL B[ APPL(ED AT RAlE3 T||AT DO pR()FE33|0NAL �HO pREPARE� TH|3 PLAN |F �0RE THAN 1'��0 Z �� {] \ / ` ' N0T EXCE 'D THE kiANUFACTURER'S 3PEC. 0R �B0VE THE �U|DELiNES 8ET |�DRTH �ALLUN� �F pETR0LEVW |S 3TORED ON3|TE /TH|3 |N�LUDES ��m ��Ca- ~ IN THE CROP ESTABLISHMENT OR IN THE ���CC k��NUAL F0R ERO�|0N AN0 �ApAC!llES 0F EqU|P�ENT) 0R |F ANY 0NE P|E�E (}F E�U|Pk�ENT �� �� NI, / �� / SED|k�ENT C0NTROL |N �A. ANY ST0RA�[ 0F THE5[ �ATER|AL3 YNLL BE UNDER H�S A CAPAQTY �REATER THAN 8�0 GALL0N3. THE �(>NTRA�T�R 0 - 0) ROOF IN SEALED CONTA|NERS, WILL NEED A SPILL PREVENTION CONTAINMENT AND -^ �~ ~~ /� COUNTERMEASURES PLAN PREPARED BY THAT LICENSED �� �� �- �� �� (N y | E\ BU|LD|N� WATER|AL� - N0 BU|LD|N� 0R �0N�TRUCTl0N k�ATER|ALS VY|Li D[ BUR!ED PQOFESS|UNAL. �� m� �� �� eL OR DISPOSED OF ONSITE. ALL SUCH MATERIALS WILL BE DISPOSED OF IN [`R0PER CO �� - 0 � WASTE DISPOSAL PROCEDURES. 17. SAFETY PROTECTION AND INSPECTIONS: CONSTRUCTION ACTIVITIES -� �� 06,' �� | / � � �� m &&� �� *�� ` WILL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE LOCAL, �� �) STATE AND FEDERAL LAWS, RULES AND REGULATIONS, -- m�� u� r) // F\ VVA3ll� k�ATER|AL3 - ALL �A3TE �ATER�AL3 N8LL BE C�LL[CT[D AND STO|�[D |N � - ' ^ ^ NN | / ' SECURELY LIDDED METAL OUK�P3TER, THE DUMPSTER WILL MEET ALL SOLID WASTE CONSTRUCTION SITE MUST HE INSPECTED DAILY, WEEKLY, AND �� N � Q �- �� �� �� y kJANA(�Ek�ENT RE�ULAT/0N3. ALL �[RASH AND CON3TRU�T�ON DE8R|� FR0W THE k�0NTHLY BY �UAL|F�[D pEK3(}NNEL. R��ORD3 OF iN3PE�DON3 �� --- �- „, CO )| / SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL. BE EMPTIED A MUST BE KEPT IN ACCORDANCE WITH PART V.G OF THE GENERAL ��n -- / / ' . � m�. =u� | PERMIT. ' MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE F. �� . `' // HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE. WILL BE - ' ' / / � BURIED ONSITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURES 18. SITE NOT WITHIN 200FT OF STATE WATERS. �� ! (Iw� -^ �� N )| / � FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES WILL BE P0Sl-[() AT Z �� '/ | ' ' � ~�~� v�* K�� �/ THE JOBSITE AND THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE ' PROCEDURES ARE FOLLOWED. | ! Q=� »/ GENERAL k �8���_���� P ;±(TV!::S!P ]jPNS� U � � ����U`���K�^���� 0`��~y K ���� � ~ `^ �\ HAZARDOU3 NNSTE - ALL HAZARDOUS VVA3TE �AT[R|ALS VV|LL BE D/3p05[D 0F |N G) THE MANNER SPECIFIED BY LOCAL, STATE, FEDER�L RE�ULAT|0NS AND BY A AND/OR 1 TOPOCRAPHIC AND BOUNDARY SURVEY PROVIDED BY HIGHLAND %a ll|E MANUFACTURER OF SUCH PR0DUCTS, THE JOB SITE SUPER|NTENDFNl�. WHO ' u I CERTIFY UNDER PENALTY OF LAW THAT TENS PLAN WAS PREPARED AFTER A SITE V|SFT T() THE LOCATIONS WILL Al 3O BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE F0|1DWED, LAND SURVEYING, LLC' W ) [} - -' --' -1! DESCRIBED HERE BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY SUPERVISION AND SHALL INSPECT THE WILL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA A 0 m ---- - - - - - GEORGIA o vex INSTALLATION OF THE BMP'S WITHIN 7 DAYS AFTER INITIAL CONSTRUCTION BEGINS TO DETERMINE IF THEY SHEETS (MSDS'S) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS 2' 30L ON S|TE 0 CH|PLEY URBAN LAND COMPLEX AND IS CLASSIFIED AS A TYPE C SOILS IN THE HYDROLOGIC SOIL GROUP. SOIL TYPE el :«wasn« »m«»mmow.. :...:.i. vi,....:, . � � � � � HAVE �[[N INSTALLED AS DESIGNED A@� AR� ���N � �A�KTA|N�� / � P�� TH� PL \N� AN[ �ANUAL. TY | - MANAGEMENT 8F POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. OBTAINED FROM NRCS WEB SOIL SURVEY. | | AN MSDS VU' BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS 0A[E }F |NSP��ll )N - J. PRE-DEVELOPMENT 25-YR STORM RUNOFF: 0.70 CFS TJ^ Alec B Metzger I CERTIFY THE SITE WAS |N C-W-PL|AN�- V -H-.[H[ E/S'��PC PLAN ON THE DATE OF INSPECTION SORTED AND/OR USED AND ANOTHER COPY 0F EACH K3DS WILL B[ MAIN-MINED IN ti | THE [9PCP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH PROJECTNO ': DRAWN BY 09-0207 O- 7 �JV - m Level. H. Certified Design Professional INSPECTION REVEALED THE FOLLOWING D|S[ REPENC|ES FROM THE ES&P CONTROL PLAN, EMPLOYEE WHO MUST HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN 4' POST-DEVELOPMENT 25-YR STORM RUNOFF /NEV \: 0.83 CFS DESIGNED ---'------- 5' SILT FENCE, CHECK DAMS, AND TEMPORARY SEDIMENT TRAPS-v CERTIFICATION NUMBER ����@����7 lr ��[ DISCREPENCIES MUST �� / �������� IMMEDIATELY AND A RE-INSPECTION ��H������' WORK ���r|/ | THE APPLICABLE kSD3 FOR THE PRODUCT HE/SHE IS USING PARTICULARLY SHALL REMAIN IN PLACE UNTIE FINAL STABILIZATION IS ACHIEVED. - -3 _ - REGARDING SPILL CONTROL TECHNIQUES, -�URVEYEOBY ' NOT PROCEED ON THE SITE UN] [ DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED. ANY AMENDMENT TO SURVEY DATE: -/ �SSUB� �������� �XpRES� ---�������� 0. BASED ON MY OBSERVATION F--! THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS, WHICH HAVE A SIGNIFICANT EFFECT ON THE H\ THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND CHECKED BY: ABM 'i- [ ZONE AE. BASE FLO�D [LEVAll0N 12 yv^VD 1SO� A 3PEC|AL [4[ �� � '8 BEST MANAGEMENT PRACTICES VNTH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. COUNTERMEASURES PLAN FOUND WITHIN THE ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO FLOOD HAZARD AREA AS DETERMINED BY FEMA, MAP N0' SCALE: 1`�1O 13O51CO326F. DATED SEPT. 26, 2008. DATE: DEC 2009 0) SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES WILL BE ALLOWED ll C Signature. �� � � �n � I CERTIFY THAT THE P�R �|TFF'3 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN COME IN CONTACT WITH STORK WATER D|5�M��G�5. �� SUCH CONTACT OCCURS, [L THE STORM WATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL APPROPRIATE SHEET) )K k k \ ( k } ( )F MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE |AKEN TO 0) WATER QUALITY CONTROL. ACT AND THE DOCUMENT K [ K / DISPOSE OF SUCH CONTAMINATED STORWVVATER. IT SHALL BE THE RESPONSIBILITY {J I GEORGIA," (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF OF THE JOB SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL. IN THE I�J ' � '' C4 JANU/\RY 1 OF THE YEAR |N VVM}CM THE LAND-D{5TURB|NG ACTIVlTY VVAS PFRK�|TTED' PRONDE5 F0R TME U8E ()F THE SPCC PLAN. SAMPLING OF THE RECEIVING WATER(S)|{�R/S\ OR THE SAMPLING OF THE STORM WATER ()UTFALL5 AND THAT THE OF 2 ` DESIGNED SYSTEM (]F BMP'S MELTS THE DESIGN REQUIREMENTS CONTAINED IN 1HE GENERAL NpDES PERMIT. u�»�*m,mn�rn,���s�*�m��x_or»n /�mor^vm^mnnxp�°*n/���/=u�,* mw��o�,vn,n�:e*:».�',`,r`'u',''mnc`��'`'-��mx``v,,;'n,.��x,`n'z,�,pwr*m»m^���/�cu`�v�' ,`'xr^o�xwx��'w�m»`,,�n,��^vun^^=x`.^.rx, e�`` `''':''`/ `�r' `` ��o m° ,.1 . °��,.` .p�ra''"=mm^~��=.`-.'^`./.r'.,.»'°.'',v,�.~=.','n�,�n�,.�^.mm`�'.`'/�°s.``°. n'^�',.,��,**.»x"v`,''����``r- `.e'n`^'",«r/�' ,p`�'c*nw,�v^'', ^,w*'a'��.n`~.,,'r''�`"''��``''on`. s,.nxom:''n�ns`�����o�*m�,;vx�y'r��mmm^�,`'��`�'�r��' ,'``u�� oa .~"�'/ am .�"nwm`vr.�'x� . '` ^.�"~..w�*.. — � -� 6' MAX. �C �- ' »^ ;,' ,. ,i i'''''':*'‘ ----- ---------�-'-� --C ------------'- -------�- — ____ � ~~ ,i s ,TYPE 'o'uu/ FENCE '---- -- '----- i SUPPORTED BY _xx* mTseLpnxme ��� --�'-' z ; STEEL ,ou/a | tvz r- '^^ � x | ^i � ! �� / | ~� 1O" �|N ^ 10^ W\N ---- '�- ------ -- ------ 18 .. ����_ \8 :�� / 0 -.7/-1', ! » • ^nu n ! ;�� xs~ ;;7C&1 �� _�- Y������ UY��� N�� � �U U����� � ���� �����0 U����U U� � U ���� �/��F »����-- x _'-__ -__� m* x/| - �� ������ U �� 8 U �� �� U��U��������U������ ��0^�K~� �� U K�`���� U ��K����K~ �-K������ U «~��_��- _° �____--[ � rwcwo* N� -�-- `/^` --' -'-' ----- ------ -- ---------- -- ---'------ -- --- --------�--' -- -------- 'lit ` ^`�/ | Y / �� '.**'''41:.'''T':' a. ce- , ' | ' | --� �� CODE PRACTICE DETAIL ��� ��8 SYMBOL DESCRIPTION U --�- ---- 18^ MIN 18^ MIN u -'----- --- --------- --- -- -- -- BURIED FARBI L,_ U | -1.5' MIN. CONSTRUCTION ���� A C�U3MED STONE PAD LOCATED AT THE CON�[RUCD0N SITE EXIT TO Vww�ow - ~ ' BURIAL EXIT PROVIDE A PLACE FOR REMOVING MUD FROM TIRES THEREBY U� STORM DRAIN -+ +-�-' � � EII: ~--� "� ``�. PROTECTING PUBLIC STREETS. oc STRUCTURE --^-' -�- - ,�I[\[� VIEW ---- --- - --- -----'- -- '---------------- --- FRONT VIEW A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. ' ' ``''` ' ` ''-`` SEDIMENT ./^^ -^`�_ . ^� SECTION �-A I�!��]U FABRIC (2�"\ BARRIER /^ lYpE IT MAY BE SANDBAGS, BALES OF STR�VYDR HAY' BRUSH. LOGS AND POLES,` -~ -��N�0��N�~ GRAVEL, OR A SEDIMENT FENCE. ~ --- �� USE� 5' MIN. ( -------_ ------ --------------------' ' - - - ------ -------- _---- ------ --' " - ' ---- ^- 1) ON PR0JECTS, SUCH AS RESIDENTIAL HOME SITES OR SMALL COMMERCIAL DEvEL0PWENTS, WHERE .(' ' '"Ni TED BY EXCAVATING AROUND A STORM DRAIN '- onwnumw^ucm RUC nwe MONTHS, -�� y �D�' / DROP INLET. THE EXCAVATED AREA WILL BE FILLED AND STABILIZED ON 2) WHERE THE SLOPE GRADIENT IS LESS THAN OR EQUAL TO 3'1 ` SEDIMENT TRAP - '~ ' " 2) ____ FASTENERS WOOD R[ STAPLES)_ _ \`^-~�/ // 7_ \ FILLED AND STABILIZED ON COMPLETION OF CONSTRUCTION ACTIVITIES. fI -ax^ o rcsL POST SIZE �AVC[ 3 - --' -----' - --' - '-------'--'---- ------- -- -- ----- FRAME -----' ------ ------- -- - 1/2" LONG __i'M�L_-_] DISTURBED AREA [,��J ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED AREAS WHERE | TYPE 2" DIN FASTENERS FOR WOOD POST (NAILS) r���� | STABILIZATION [vMT / ���� SEEDINGS MAY NOT HAVE A SUITABLE GROWNING SEASON TO PRODUCE ' SOFT WOOD ` '- - i WULCH�N� ON`- ��& AN EROSION R[TAR0NG COVER A " /\ ---' ««« { s*uo� �� m*/� --'- ' `./ _^ ����_ . «. ,w� i____�� STEEL 0.�5LB./FT. �|N. � 14 MIN -- 7r �'--' 4' __ __-___-___ ___ _-- -- ' '----^- ' `' ---� -�""^--- /DISTURBED AREA ^ ~--~-- - ------------ ---- 9 ? wms: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY �x� CORD, AND POCKETS. STAB|UZA�ON / / ^_- [� | ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST GROWING '---�/ FENCE | Ds2 > [yMTH TEMPORARY M��� |����| SEEDINGS ON DISTURBED AREAS, ---'--- - ---------- -- - -------'---- �'----'--- � ~ � ` /�mr y _ «�««m"�°v=� ° TENSILE nmcnrx ELONGATION �on (^*px�mr FLOW RATE uumxwoorxnmmr/ (u) ��nmo ' SEEDING) ',- (LBS. MIN.) (1) (MAX.) OPENING SIZE) (ox4�/w/ou FT.) (*mnw o *sou AFTER (INCHES) - -- -------- --- -- - --' ----- ------- -'-'- ------' -- - � ux* onea ' ' ' ' - (PSI D|STURBED A�[� ^ POSTS (ASTM D-4632) (»»nw o-*«»» (MAX. SIEVE SIZE) (GOT-87) um HOURS »EAmcwwo (ASTM STABILIZATION ~ _-_ ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES, �� � (ASTM n-*,a�) IN ACCORDANCE �no ouoonwomncwono . rbsil (OHTH p[R�AN[NT ~ |���@ SHRUB8 \4NES �R�S3E�. S0D, 0R LE�U�ES ON �� R � - «u»u »-^»o»> a�rcn) ` VEGETATION) - =�-�� / �/ DISTURBED AR[A3. � - ' � ��--�����- ' ��-12� �� �� 25 80-�0 - 175 T---�'-1 ' -- -�- -'------ _ _ �__ '� ' ------ � | � �Li-100 . '_-_. �N,�.�:4,1 m PL (1) ww. nou nvcapcc�Ewu ------ -'�- ��U DUST CONTROL ON ( CONTROLLING SURFACE AND AIR MOVEMENT 0F DUST ON CONSTRC�UN -' ~�`'' (� PERCENT ' - - /wm/Lew. �mmLEmncwom. ~ 0DTURBED AREAS ^ ~r"�= - ����] �TE, ROADWAYS AND SIMILAR SITES. � � • _--__- '______-_- . _ TEMPORARY SEDIMENT TRAP Sd2 � SILT FENCE TYPE B , ~~ � A TEMPORARY OR DAM CONSTRUCTED ACROSS A � ��0YyU�-n��K��~�K�� � ����K��UK%yU��U~N � 8 K�^���- - ����u� TYPE K-�� �- ��UK~ 0 �-��U~�Y_��� 8 K �-�� �� ~ \\ss\ ....._ ��x� __- . --______ '- --------'- -- -------------'- ----- -- - -- -- --' CHECK DAM ^ =- ,/�' SWALE, DRAINAGE DITCH OR AREA OF CONCENTRATED FLOW. SHALL - ^ ~ BE OUT RAP AND OR HAY N{)T TO S(�AL� N(lT T(} 3CAL� �--'/ ,^~// ' . � --- ������` `�� ������������� - ���--` ��� CHEMICAL cVNTROL ��/ _--____-_ -- �pr " �� ADHESI VE WATER TYPE OF APPLICATION ��� to � DILUTION NOZZLE RATE (GAL/AC) � ��/ �� w ` ' ' 7������H��� � ���K`�0���� SCHEDULE �� m� � � --------- TENTATIVE 0 �� K 8 �� �� ���� K K �� 0 U D �D������X~���K_�_ 8� W =�� � i� �^ _________ ____ ________ ___ ___ �� �� o uu s','''i':'', AN0|� 7.1* SPRAY 1200 - --'--- ------ -- KN � °^ ��ho v o i. ASPHALT ' ==� ��� �� .., �. �� EMULSION ____ __� ___ Z 0� Q �� m _ -- - '--------' -----------�----------'- ACTIVITY DEC 2009 JAN 2088 ��� mm� o + � LATEX HN[ �� � � � � = � » EMULSION 12 1/2�1* SPRAY 235 ----'-----'----------'' ''---- - --' ---- mww� "�� {5���� � i _'_ - '- -----'--'- - /K��\ �� ��RE3|N-|N- RNE - - - `�-^ --' ��, |� ^~''i�WAT� �1* SPRAY �0 �� �� �w �� ��_ 8WUL�ON _______ _______� _ %��� ui' *USE MANU600R�'S R�OWW[NDA�ONS WHEN AV�L�LE �° _ �� ��� � � �-------'------�-'----� ----------'-' ---- uou| CONTROL p��/ �@�����|N/� � � T�� �[1� T�k�D/l� ��Y �� ���K� �N�NT /`[\V�A MULCHING K���.//_/-�/./v�� /`,` / �-./ / �//` / �_w/, �/'`'n� / u� / �-/`w/'`/ "�_/ " / �^�� "'-` ` '- __-_r �� m�� i��''--__ _ RATE PER C RATE PER ACRE INLET 3E0WENT TRAP kJONTH TEk�PORARY COVER SEEDED ADDED PERk�ANENl COVER SEEDED ADDED ~`--�' ��' °v�• /~`\ ALONE TO MIX ALONE T0 MIX CHECK DAMS(HAY BALES) ' / \ __ ________ _______ _________ ________________ __ __________ ___ ______ ___ � ! ' JANUARY RYEGRASS 40 LBS 10 LBS 6 LBS --'-----'-------- - ' -�- ---'----- ---- 0. h� -------' '----- J BU ---' ------ 75 LB �--'--- -'--- DISTURBED AREA STA8| /ZAT|0 k���� o ------ `-/ ^ � � � �--�-- '��-- _-_--_------- RYE --� - ' "'^ "" ^~^^^ �'/ - ~----------------- (WITH PERMANENT VEGETA�Vm) ���� IA � � � � � � � � � � � - ' FEBRUARY ANNUAL LE3PED 40 10 LBS UNHULi'ED BERMUDA 10 LBS -__ __-___� '___- __ __ -____ `��'`� �� -- '` '-- --- R--- -----'-- 4O-------- C - ��\ 75 L ��--- ' // ----'--- '^�� '_~ ----- --- ���--- ---- ��^'`^� ^��-����������� `'/ ' � �=---------'-' '----- GRADING �~~ . . . . . , . . . . . . . �'�'� . . / RYE 3 BU � 0.5 BU ___ ___ _____. ____ ______________ _________�__ ___ ___ ��������x��� _ ce MARCH ___ _WEEP�(� L(}VEGRASS _ 4 LBS 2 LBS ___PENSA _ 60 LBS ____ ___� ����»r | "° ^ v �� ANNUAL LESPEDEZA 40 LBS 10 LBS HULLED BERMUDA 10 6 LL)S -- � __._____ __ 3ERLCEALE3PEDEZA (2) 60 LBS ___� _ _ _______ ---������^��� APR|L �EEP|N� L()VE�RA33 4 LBS � LB3 PE � C BAHK\ 60 LBS �O LBS- -___ - _- ___' �. � . 3UDDN GRASS 60 LBS - �EEPING LOVEGRASS 6 LBS _ 6 LBS --'- ----- '--- -' ------------- ---------- -- �- ------ BROWN TOP MILLET 40 LBS - 10 LBS BERMUDA 10 - ---'---- A � � 01 '--- -- - - ---- --' HULLED==--==--------- - ---- - ----------- - �NN bJ - TEMPORARY METHODS - PERMANENT METHODS MAY WEEPING LOVEGRASS 4 LBS 2 LBS PENSACOLA 8AH|A __ 60 LBS _ __�____ 0�� - MULCHES - PERMANENT VEG[TA 70N -- SU�UN GRASS 80 LBS - --WEEPING L0 �� TEMPORARY VEGETATIVE COVER TOPSOILING ------� ---- --- -------'-- - ---- ----- -------'--- _--'--'-'----__-__--___- \ - - BROWN TOP MILLET 4O LBS 1O LBS HULLED D 10 L83 6 LB3 � LU CL SPRAY 0N ADHESIVES - STONE COVER ----_-_ _ - '' � ' ___ _�-_- __.--.-_-- ` ���.7- MILLET 50 LBS - �ERLCEA { E�P[�[ZA (2) �O LB-S- - Vr�t �[� W �&� • T[|LAQE --------- - / =��� ----�----' -- -- - ` ' - --'------------- /�� / �� ` m/ ��7'Y Q Q mo"`~ - {] ' PEARL MILLET 50 LBS PENSAC()LA 60 LBS 3O 8 '^`` � �' / - IRRIGATION �V�� _____ __ __` _�__- ��lI�1 _- - - - '_--����-_-__- �\� ry ` ' �--�-�''� \\ ^`- r/ - BARRIERS 3UD0N GRASS 60 LBS - HULLED BERMUDA __ 10 LBS __ 6 _____ y/` / ^ ' ~- CALC0M CHLORIDE -BROWN TOP MILLET LBS-- L8� _ _ ------------- ---- - ` - - '` `� '` -c� ------------ PEARL K�|LLET 5U LB3 - PEN�AC0LA 8AH|A OO LB3 �O L8� mw/ �� mmm uc m�� /�w e�rlr �� -~' ' ����� ��x������^�U x�� ��U��������� � ��� � ��� _ �� �0 •r� ������ K ����UnN U ������ ��UnW ��U�� U ���������� ����C����� 3UDON �RA3S �O LB� pROpER PLAC�k���[ 8F ��\R�� ��-E �ARR�[� 8� DRA|NA�[ V�X �� ��'------------- - - � ��� °�� m�a BRO�N ��P W|LLET U LBS 10 LBS _-_ _--__ ______ x nc-o�s o�c�nowom un �xu~� N�T T0 �CALE --- -- |LLET �� O L� - - ---EN3AC]L-- H|� �0 LBS- � -� � - »�c» � ��' mu' w ��w» � ��uovu/ � cu �. ^ ' ~ '` ~'` -_- --____�__._-__ ��[) - �--� RYE 3 BU -- UG �� � �� ==.0 -- - _ __- _ umwco xwocwmowoxcn ommvux/� KX�C3 ----------- � =--------- ---- \ --------- -- --- ----- --- ^ �� ~~~C� S[PT[&4BER RYE�RA�� _ 4O LB3 - SERL�EA LE3PEDEZ� (1, 7� LB3______�____ _____OAT3 4 8U 1 8U � -- m�C» ------' - �VYHEAT --' J BU O 5 BU - -------- - ----- --- ----- �" ~ �� -', . -()CTOBER - �HEAT-- � �U 0'5 BU -- �E \ 75 L�� - .-�� -------- y oowp��u mu m -� �= ~=C� ' '`^~^''` ^^�� ^~^^'� `'' - --� -- ----- �� -- v-- ��-- - � ��\ ��RYE(�RASS __ 4O LBS _- ___ _____ __________ ______�_-_-__- ~~~` �^ ~" '�^ -- ' �� -- RYE 3 BU 0.5 BU FILTERED -_ -- ------- - --- ' ---'--------'------- ---' - -�-'------------- ~� N~�~ NL �� o� BARLEY � 8U 0.5 BU __' ___ i Q-- == �� ��UA'[S -------- 4 BU 1 BU l �� 00 Q �� 1:*) ���z -'-- -- ---'----'- V��N N�' i ---{) Ek�BER 3 ---' {J UNHULLED BER�UD� 1O LBS � �� ��. -NOVEMBER- _ ��� �� �/uuu. ________ ___ __ __ --_ - __- _--___ -_-�_ __-___ \ \� NN0 k�� m�~ {]' DECEMBER- SAME A� OCTOBER UNHULLED BE 10 LO3 ______ ~- �� . � __ -__-___- � �� �� � _ UU �>� � �� ��� 0i |: / ()��' I 1. UN5CAR|F|ED -- '--------'--- --' � ( . (�` ,/� / �m�v -- �� '/ �. SCARIFIED\ `�,/(T�`^ '`°^^/'`/'`//`�'`^^`^^ - ��� ' � ' 9v J. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. / �� C�� ` ��� 4. LISTED IN THE ORDER OF PREFERENCE. m0�c�m� /wxom�x � uwwo m' *wo�u ' �� I CD ` �^*��� 5 ALL PERW�NENT (�RA�5 PL�NllN�3 5HALL BE K�ULCHED -�— �� • 1 pr- 5, ' _U� Ap�()PERLY INSTALLED STRAW_BALE °°* u) � 0�mm ti �� ' ___- - .^ ' | � \/ BALE- /`|-| --/� // F\ /\ k/ ~// /' NOTES: HAY u���_�- CH| \/ '\ �//�w 1 FERTILIZING - APPLY �-1�-�7 FERTILIZER /\T THE �/\T� OF 35 POUNDS PER 1,U�� SQUARE ���T. --___-___' _ -__ CO�m�4.� � . ^^^^/ ��� T7 RAKING LIGHTLY INTO THE SOIL _~.� /^ 2. APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE. THE AGRICULTURAL LIME SHALL ----�� N�� O � p � ' MEET THE SPECIFICATIONS {)F THE GEORGIA DEPARTMENT OF AGRICULTURE. -- ----- ----�-'' ' ' ----- --- -- --------- __. � � '— ' mN*�0�mp 3. DRY 3TAVV SHALL BE APPLIED AT THE RATE (}F 2 TONS PER ACRE AND DRY HAY SHALL BE APPi]ED - 0 � U�Nn~ ' ` W��I�U�m�u��^ GEORGIA SOIL AND vm�sn 0Ym� �U | N�~ � �� ' AT A RAT[ OF 2.� TONS PER ACRE. ���� CONSERVATION COMMISSION � � F- i 0-110 ' n M Im '` - 4. WATER \K�k�EOIATLEY AFTER MULCHING, �� � ` --- --�---- < |u �c � `�� ' oi ���� �� PNOJE�TNO � �g�}�07'___ �~��������K�` �� K�P�° �� �Uk~� �������� �� �0���U�_ ��������U���� ��������K-�U UU �� '- --_ ----__��c.����'__-'-�-' ! '' my TEMPORARY AND PERMANENT SEEDING SCHEDULE K'u��� XKK���k��m� �� ' �v�0umm���m8 • | DRAWN ��JVV N.S.A.'` ~ ~ '` ~ �~` _ __ __ ______ __ Design � _- __ (0 COARSE cu*xu� xunco*/c . ��� \ ` DESIGNED (�JVV } ���� �' .^^^ ' ---- �� ' GB0TEXllLE UNDERUN["-'~- ^`'' ' '- [��RT|F|CKT|ON ��U���K ���������� ' \ 8U8VEYEDBY� CK8p____ � � " ~�� ��� 2O MIN. ������U�����U�~ STORAGE �U�~��_��. SURVEY DATE: --'-- 2D0Q �~ � -.��: SEDIMENT �� H ����Jp����� NOTE.��. �uoueo �XP|REo� ����/���� . : ' NOV [Jr --------------------------- ----'--'--------' -��L������ ' � -- ` CHECKED BY: ABK8_ �� Y° . / < SCALE: T� (J F \ | � � ----/»� � � O} / 0m� ^ } DATE: []E{� 20U0 C� ! �[HE TOl7\L �|�0RB�� �REA FO� TH� D�V�L{}PK��NT |� APP��XK�All]�Y 0.1O A�R��. TH� �F�|K��NT YNLL �E �����������. k�y^�� � ' i ��0 lT<APP�D US|N(� �|LT F�N�E HAY F]A|L ����� OAW�, AN� THE |NL[T 3[0K4�NT TRAP \N TH� PROPO�ED ^ — --' #.1.- [L � , *�����*�~� SWALES. , SHEET. c» ^ �~�^��UK�,�-��U U��-� U���U EXIT(JN v�°x~�U"��� 0 K�^���� � 0n��UnN ��^��V U � \ „. 0 �--- -- --------- ---- ^�� �4 NOT TO SCALE ��� .:. . . - ^ � \ OF �� [} . ) � ��^ = � .