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HomeMy Public PortalAbout09-0256 Lowe 4�4 '- kp A "'Rba410°kt�� CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05-27-2009 PERMIT#: 090256 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1509 SECOND AVE OWNER NAME MICHAEL LOWE ADDRESS 1509 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-713-7480 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 1800 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,113.75 PROPERTY IDENTIFICATION# PROJECT VALUATION $160,000.00 TOTAL BALANCE DUE: $3,113.75 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. ijia:rvpa.) Signature of Building Inspector or Authorized Agent: 1'.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ti� A LE~ CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/05/09 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 #: 090256 PROPOSED USE: NEW SF - MODULAR OCCUPANCY TYPE: P CONTACT NAME MICHAEL LOWE CONTACT ADDRESS 1509 SECOND AVE CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 1509 SECOND AVE r1 1 APPROVED BY: z b F. G. Box 2749 - 403 Butler Avenue, Tvbee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org • s CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 11/05/09 PERMIT#: 090256 WORK DESCRIPTION NEW SF-MODULAR WORK LOCATION 1509 SECOND AVE OWNER NAME MICHAEL LOWE ADDRESS 1509 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-713-7480 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 1800 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,376.25 PROPERTY IDENTIFICATION# 0 � • q_i PROJECT VALUATION $160,000.00 `114 ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $262.50 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: AAA� � , P.0.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 davisenginc@bellsouth.net INVOICE November 4, 2009 Invoice #20902502 Diane Otto City of Tybee Island P.O. Box 2749 , a , Tybee Island, GA 31328 S L.. Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1509 2nd Avenue 0.50 hours 1 site visit to approve all but the driveway. Ray, Jonathan and GC were present 0.50 hours Evaluation and concurrence on method of corrective action 0.50 hours Final inspection of driveway and concurrence on completed project. 1.50 hours @ $175/hour = $262.50 Total Due Based on my observations of the completed project, the improvements are in substantial compliance with the approved plans and Tybee's Land Development Codes. 12 O - 52 _ (202 I I- 6-® 9 a c dLd 3? O9- 02 s(0 --© AP Car P r..s. ® ‘‘*d ` % �G' oseg t�`�3N �G��5, 3 2 A '`x' a° `� �� d et`a t GNOvua.° N'iNb 1`3.- - tse N't° a6� e A Gt J`Ge,� y 0 12 :' n 0` s v 3an 25a pr c.ei_O ,(<`° o October 20, 2009 ,.` RECEIVED \w' City of Tybee Island i n Planning and Zoning Department P.O.Box 2749 Tybee Island, Ga 31328 Attn: Dianne Otto RE: 1509 2nd Avenue Tybee Island, Georgia Dear Ms. Otto: EMC Engineering Services has reviewed the asbuilt survey prepared by Highland Land Surveying LLC for the referenced property. The constructed drainage swales,yard inlets, and associated piping appear to be in general accordance with the proposed construction drawings. EMC Engineering Services, Inc.hereby certifies that the constructed stormwater collection system for the referenced project was built in general accordance based on review of the asbuilt survey prepared by Highland Land Surveying LLC dated October 19, 2009. 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(912-644-3203). Sincerely, aia-6-16 . Alec Metzger, P.E. Associate R�� �v�Q 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 Ma 09 Jonathan Lynn, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1509 2nd Avenue Dear Mr. Lynn: The new concrete driveway that was installed does not conform to the civil/site drawings I approved that were a condition of the permit. The approved site plans included in the permit package show an existing gravel drive was to remain. The new concrete driveway is not permitted by Tybee's ordinances. Section 3-080, B, 6 states "All newly constructed driveways shall be constructed of pervious materials, including, but not limited to, gravel, crushed coral, oyster shells, pervious concrete and the like." These materials listed for a base to compare other materials vary in porosity. Crushed coral, gravel and oyster shells all compact over time to have a much lower permeability than porous concrete or porous pavers. This is a similar situation to what we encountered at Dick Magune's 1304 6th Avenue driveway in 2006 (206111). The City allowed Dick to consider the entire driveway in considering whether it was porous. Dick removed the lower 1/2 of his driveway and replaced it with porous pavers. By porous pavers I am referring to modular brick porous pavers with large openings filled with granular material that allow the rapid percolation or stormwater runoff. Due to the poor wording of our ordinance, we have been forced to accept conventional brick pavers which have permeability characteristics closer to conventional asphalt. By the lower 1 of Dick's driveway being true porous pavers, I did not observe any runoff leaving his site during a flow test using water supplied by Dick's hose bib. This observed permeability rate was well over twice the permeability rate of permitted crushed and "like"crushed materials. In my opinion, at this site the driveway's stormwater management function could meet the water quality goals of our ordinance with properly designed porous pavers on the lower 1/2 of the driveway. I offer this information only as a possibility of one method or resolving this issue. Regardless of the method of correction I will need to review the completed project against an approved set of plans. Sincerely, Downer K. Davis, Jr., P.E. President 2061110B Southern American Homes RECCtVED 8173 old Hwy 21 Ste Port Wentworth GA 31407 October 15,2009 Attention: The City of Tybee Michael J. &May D. Lowe Re: 1 509 2"d Avenue Tybee Island Lower Level Utility Area The lower level area constructed on the above home was constructed as a utility area in order to cover the pipes under the home and to blend cosmetically with the other homes • m the neighborhood. This area was designed as a utility/storage area and not as a living area. By signing below, all parties acknowledge the receipt of this letter and attest that they understand and agree with the contents of this letter. - John . Barr Southern American [tomes Date ilf IVt,Al.44 14WZ-"es..------ Michael J. Lowe Date Mary D. )we Date • ..; Z.„ UI City of Tybee Island Community Development Dept • 1 0,4 ZmAuciftl.- Inspection Report iFfra'• 4-03 Butler Ave. R.Q. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 • Permit No. CY-7-- 0 2 5 0 Date Requested Owner's Name L._ 0 kJ-) e) Date Needed A Gen. Contractor An') 0:14015 Subcontractor --2 Contact Information 2 2 0 - to '3 Project Address _ D C Qv 8 Ave. . Scope of Work 6F I cti-- Inspector D43 Date of Inspection (0 - 2 (c) c)9 Inspection . IV) )k Pass a Fail El Fee k '0 L) 5 Q_ 44. • kNrQl. VTh e9. ,p rteu. <- 1 ,Joc-kal 3C-6d 1 4 Inspection Pass Fail Fee 0 el ki Q Inspection Pass Fail Ej Fee Inspection Pass 0 Fail Fee 1 1--) ' 0 1,..4;/#76 .-i ''---. 'cicy of Tybee Island • Community Development Dept. , •.. l y ',V,-''' ••V , Inspection Report FfErsi':" . 4O3 Butler Ave. • P.O. Box 2749 • Tybee Island,. GA 31328 4 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ....1.';.',asi7.• ss 5:0:6;5. Permit No. (- g ' 0 2- n.0 `,. Date Requested .. Owner a..s Nanie L CD ,,,,..,1 -e... Date Needed 50„-4..e.r, Gen. Contractor_ A iN- ,g_r--. 1-1 .-,,,,A.J2 ..S Subcontractor Contact Information 0 ..`e% ar r- 72- 0 - 9 7 Project Address '-, 1 S D 9 7., 4.:_cC__.g r`ck Ave . Scope of Work i: J 4--- r r - Inspector , D _t_ Date of Inspection 1 0-] 3 -(-)7 InspectionE-LEA____ Pass E3 Fad Ef Fee . ,,.-,, ,--,-. J S e r. kJ e'in er 5 . , e () civSor es i VerN4Q8 n 3 ' • 0 ° ' a b I e- / r) Q • C c f ,ev'a ci , L.,..)', (t c „ „Jri.c40 , (YV c‘., . -eq_L. , t9. ■ ) 41. 1 Inspection Pass 0 Fad 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee 1 , . t__ ___ , _ __ ___ ___ _ • — . _ _ _ ___ ___ ___ U.S.DEPARTMENT OF HOMELANDSECURITY 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 Michael Lowe Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1509 2nd Ave City Tybee Island State Ga ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) P.I.N.4-0008-09-011 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.31.99333 Long.80.85056 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 6 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) 326 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 3 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 580 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 61.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham Georgia B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9 Base Flood Elevation(s)(Zone 135164 0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 12 BI0. 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) BI2. 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) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►A Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-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 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)8.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 17.7 ®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 17.7 ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.5 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.0 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8.0 ®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 ,..-r information. I certify that the information on this Certificate represents my best efforts to interpret the data available.! v'''';-� � ��'' understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001.IZ r,'> F" „' i �pi`w.. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ' v N- ;:-. . ; licensed land surveyor? ® Yes ❑ No if" 60 IF Certifier's Name Carter M.Patillo License Number GA RLS#3114 s' `` ' Title Registered Land Surveyor Company Name Highland Land Surveying,LLC ; .,t, �D .�o .•Address 4 Talmadge Rd City Rincon State Ga ZIP Code 31326 , ' F� ��E'k` ?.4 Signature 10/20/09 Telephone 912-412-4693 ,__._, ,QO��y (jAK/2.-Date ` IMP,ORTANT: In these.spaces,copy the c sponding 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 1509 2"d Ave City Tybee IslandState Ga ZIP Code 31328 Company NAIC Number SECTION ID-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 A8c reflects the engineered capability of the installed flood vents.The vents in the front and rear of the enclosure are marked that each vent can cover 250 sq.ft.There is also an engineer's statement to that effect.Item C2a is an area for storage only Item C2e is an elevated NC platform attached to the rear of the residence. l / / .�...�, Signature ,. .'� ��� Date 10/20/09 ® Check here if attachments SECTION E-BUILD G ELEVATION 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 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 am 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 El Check here if attachments Luuy-UL Zu in Ib: 44 UUKKY XNu NEEhb FAX: 843 849 7831 F, 002 State of Geort a Certificate of Compliance Project Name: Michael Lowe Date: 10/08/09 Address: 1509 2nd Avenue Town: Tybee Island State: Georgia Zip Code: 31328 In accordance with Home Land Security- FEMA- NFIP- Tech Bulletin 1, August 08 requirements for engineered openings in foundation walls, USA FLOOD/AIR FOUNDATION FLOOD VENT will allow for the automatic equalization of hydrostatic flood forces and pressure during flooding as well as for base 100 year flood or 1% chance of flooding in FEMA FIRM (Federal Insurance Rate Map) "A" zone properties. Additional information to meet FEMAINFIP requirements for flood venting can be found in TB 1, August 08. The International Code Council (ICC) requires a minimum 3" diameter opening to be maintained during flooding to allow passage of debris through a flood vent. USA FLOOD/ AIR FOUNDATION FLOOD VENT meets the regulation of Federal Emergency Management Agency's National Flood Insurance Program (44 CFR 60.3 (c)(5))and Flood Resistant Design and Construction(ASCE 24-98). I do by certify the USA FLOOD/ AIR FOUNDATION FLOOD VENTS openings are designed for installation in buildings to meet the FEMA, NFIP, and ICC code requirements for the equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base (100 year)flood. One USA FLOOD/AIR VENT,with its single door and frame of double door and frame, will provide sufficient hydrostatic pressure equalization during a flood. Each vent will cover 250 square feet of enclosed building area as per FEMA,NFIP, or ICC instructions and calculations. I further certify that the breakaway door tested releases under less the required 20 lbs. of hydraulic pressure. Ili ,‘":"T .,j 'ri * Howard D.Althen,PE . . pRoFessioNAL ;ti Curry Engineers,LLC 401-E Seacoast Parkway Mount Pleasant,SC 29464 'WO. p►4 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 1509 2" 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. g dt I 1� ,. . `�� ill III ' IIU iir�li i' 1. ,p '��iil 11 dill ' I i-�--• r..-.-w- a. :hy; kkiIh _ Ii,�. »,. ' Tk iii di y E'r C —IN,. '-;\ '. ' '', Dianne Otto From: JOHN BARR [bbhsging @yahoo.com] Sent: Monday, October 19, 2009 4:24 PM To: Dianne Otto Subject: ELEVATION/SURVEY/LETTER ON UTILITY ROOM Attachments: FINALS ON LOWE 001.pdf DIANNE, HERE IS THE UPDATED ELEVATION CERTIFICATE, THE FINAL CONSTRUCTION AS- BUILT SURVEY AND THE LETTER ON THE USE OF UTILITY ROOM.THANKS JOHN W BARR JR 1 FLOOD NOTE: REFERENCE: THIS IS TO CER77FY THAT ACCORDING TO A SURVEY PLAT OF LOT 93A WARD 4 FL-MA FLOOD INSURANCE RATE MAP: TYBEE ISLAND BY SUVEYING CONSULTANTS COMMUNITY PANEL NUMBER: 135164 0326F DATED 5/2/07 AND DATED: 9/26/08 THAT THIS PROPERTY IS LOCATED IN ZONE:AE" WITH A BASE FLOOD ELEVATION OF: 12' M.S.L. NAVE 1988 DATUM TO .INLET W l'P® .72 .E OUT 4.77 LOT 92-B WF STRICKIAND FAMILY GRA4 INLET cc TO' 0 6.77 TRUST I. •UT 4.62 LOT 92-A N/F SUS W. ,yIER LINE 4 RICHARD E EV• _ T.B.M. ;.•.:I , •I,In. .' LOT 93-B N/F DONNA 4 D 10'S 71 25' " E, ,IS METER ELEVATION 010.00 ?-4/ .GE 78.8&,10 / DATAUM N.A.V.D. 1988 TODD NAUGLE '� ' • ' • , ...•r„1 , `�H TOP 07.19 POOL A �� 0 3.99 WEST O f u N 34' 02" E 33 3 :tf;� 4 E 03.19 NORTH cY .a.00' NC , UNIT `�.ti. � O u:. LOT 94-6 N/F GEORGE J 4 ••v. r, 1 >' MERCIE C.MUTES 'STING ~�_•' fie: „ rn BUILDING \�r Q GRATE NI.ET TOP 0 6.89 LOT 94-A N/F MAR 1.E OUT 5.0 x LYNELL HARRIS RAT INLET TOP 06.96 N .'8.80.1.E UT 5.14 2$'581w THIS IS TO CERTIFY THAT THIS SURVEY WAS MADE UNDER MY SUPERVISION AND THAT IT IS A TRUE REPRESENTATION OF THE LAND AND THAT IT CONFORMS 1077-I I THE MINIMUM ADDRESS 1509 2ND AW STANDARDS REQUIRED BY LAW. PROPERTY IDENTIFICATION NUMBER:4-0008-09-011 RGl,9 TOTAL AREA:47280SQ.FT G7.11 A TOTAL STATION ��u -• f PRECISION PLAT:: 1/INFINITY 1 PRECISION FIELD: 1/35,000 ,r / tir, PRECISION ANGLES: 05"PER ANGLE POINT �,..1 ADJUSTMENT METHOD: LEAST SQUARES ' * FIELD WORK COMPLETED:10/16/2009 MPNI�V•� /D�'�/p'J 10 245 �' i CATER M. PATILLO GA. R.L.S NO. 31144 f l-�-SiCALE 1"=50' SURVEYED FOR: MICHAEL LOWE HIGHLAND AN AS-BUILT SURVEY LAND SURVEYING LLC. OF LOT 93-A WARD 4 4 TALMADGE ROAD TYBEE ISLAND ,CHATHAM COUNTY ,GEORGIA RINCON, GA 31326 CHECKED BY C.M.P. (912) 412--4693(912) 655-6759 DATE: 70/19/09 SHEET_ 1 OF U.S.DEPARTMENT OF HOMELAND Si. ,.ITT 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 Michael Lowe Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1509 2n4 Ave • City Tybee Island State Ga ZIP Code 31328 A3. Property Descr(otlon(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) P.I.N.4.0008-09-011 M. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Let.31.99333 Long. Horizontal Datum: 0 NAD 1927 ❑ NAD 1983 M. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number¢ AS. For a building with a crawispace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(e) 3gg sq ft a) Square footage of attached garage NA : sq ft b) No.of permanent flood openings in the c rawlspace or b) No,of permanent flood openings In the, ,«,:•garage enclosure(s)within 1.0 foot above adjacent grade 3 within 1.0 foot above adjacent grade c) Total net area of flood openings In A8.b ZZQ sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? i$ Yes ❑ No d) Engineered flood openings? I. es ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Name&Community Number 82.County Name 63,-tate Tybee Island 135184 Chatham r: IMPORTANT: In these spaces,cc, .ne 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 1509 2n1 Ave 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 Item C2e is an area for storage only Item C2e is an elevated A/C platform attached to the rear of the residence. ir Signature Alk - ///- Date 10/15/09 13:1 Check here if attachments SECTION E-EUILDI G LEVAT N INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A( ' BFE),complete hems El-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. E1. 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,c rawispace,or enclosure)is_ ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawispace,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 ■Checkhere jf aachments 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 08 and 09. GI.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by taw to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) 02.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. 03.❑ The following information(Items 04G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued 08. Date Certificate Of Compliance/Occupancy Issued 07. This permit has been issued for. ❑New Construction []Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: _ 0 feet ❑meters(PR)Datum 09. 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 l Check here if attachments Southern American Homes 8173 Old Hwy 21 Ste F' Port Wentworth GA 31407 October 15,2009 Attention: The City of Tybee Michael J.&Mary D.1,owc Re: 1509 2"d Avenue Tybee Island Lower Level Utility Area The lower level area constructed on the above home was constructed as a utility area in order to cover the pipes under the home and to blend cosmetically with the other homes In the neighborhood. This area was designed as a utility/storage area and not as a living area. By signing below,all parties acknowledge the receipt of this letter and attest that they understand and agree with the contents of this letter, John .Barr Southern American I Tomes Date iiii ( 4. 1 .r1 +.. /f c) 1 Michael.1.I,owe Date (n—iS Mary D. we Date Explanation of Complaint Process o://sos.georgia.gov/p1b/complaint_process.htm °'0 r i t State Zaii CA liatid01 Archives • Corporations • Elections • News Room • Professional Ucensure • Securities • State Capitol Explanation of Complaint Process Certain businesses and professions have been determined by the State as affecting the health, safety, and welfare of the public. Persons practicing in these businesses and professions, with some exceptions, are required by state law to be licensed under the Professional Licensing Boards (PLB) Division. These requirements are published in Georgia law; the Official Code of Georgia Annotated, (O.C.G.A.)Title 43, 26 or 12. General Licensing Requirements The Boards are charged with licensing persons who practice regulated businesses and professions. Licensees must have successfully completed specific requirements, such as education, experience, and examination. Licensees are required to maintain a current license that must be renewed every two years. Complaint Process If you wish to file a complaint concerning the practice of a licensee, you should submit the complaint in writing to the appropriate board at 237 Coliseum Drive, Macon, GA 31217-3858 or online by submitting the form that can be found at https://secure.sos.state.qa.us/myverification/SubmitComplaint.aspx 5-0 6,! ' 1— I 10..1.c.,Q Q Your complaint must include your name, address and telephone number; the name and address of the person being reported; a detailed description of the violation, and any other pertinent information. This means all supporting documents (i.e. business/patient records, cancelled checks, billing statements, proposals, etc.)that could be used to support your complaint. Boards only have the legal jurisdiction over an individual's license to practice and can only discipline an individual if a violation of the laws and rules governing practice have been violated. Upon receipt of your complaint, you will receive an acknowledgement from the board. Boards generally do not accept or process anonymous complaints. Investigations Your complaint will be given serious consideration by the board and further investigative action may be taken, if appropriate. You may or may not be contacted by a board Investigator. A referral of your complaint for further investigation does not necessarily mean that a licensing violation has occurred. Investigations are completed as soon as possible, depending upon the nature and circumstances of the complaint. Investigations are confidential;we are unable to divulge receipt of or updates on the status of a complaint over the phone. Georgia law requires that investigative files are confidential for any purpose other than a hearing before the board; however, the board is authorized to release the records to another enforcement agency or lawful licensing authority. Unlicensed Practice Persons who practice a regulated business or profession without a license may be ordered to cease and desist the practice and may be fined by a board. If a cease and desist order is refused by the unlicensed individual, the board is required to take the matter to a hearing. The board may also petition the court for an injunction against further unlicensed practice. Many licensing laws also subject unlicensed persons to criminal prosecution by local authorities. Disciplinary Action 1 of 2 10/15/2009 4:26 PM Explanation of Complaint Process `p://sos.georgia.gov/p1b/complaint_process.htm A board may discipline a license holder if the board determines that a violation of the board's laws, rules and/or regulations has occurred. A licensee who violates these laws, rules and/or regulations may be subject to disciplinary action, such as a fine, reprimand, suspension or revocation of the license. When a Board seeks to sanction a license holder and the license holder does not voluntarily enter into a consent agreement/order with the board, the board may be required to go to an Administrative Hearing. When cases proceed to a formal hearing; the decision is made by an administrative law judge in accordance with the Georgia Administrative Procedures Act. If a hearing is conducted, you as the complainant may be called upon to testify, and your identity as a complainant may become known. After the formal hearing is conducted, the administrative law judge issues a ruling (Initial Decision and recommended disciplinary action. The licensee may request, or the board, on its own, may seek review of the administrative law judge's decision. After the final decision is issued, the licensee may appeal that decision to the Superior Court of Bibb County. The procedure is lengthy and may take months to complete. However, it is designed to insure due process and to protect the rights of the individuals involved Business Practice/Billing Disputes Most boards generally do not have legal jurisdiction over business practices/billing/fee disputes. The boards have no authority to set fees or settle fee disputes. You will need to seek legal counsel or seek a remedy in the civil court arena for issues dealing with business practices/billing/fee disputes. Possible Resolutions Close with no violation/insufficient evidence—you will be notified of this action. Close with a letter of concern - this action is taken if there is no violation of the laws and rules governing practice but the board wants to express its concern to the practitioner surrounding the complaint. You will be notified that the complaint has been closed; however, a letter of concern is private and cannot be divulged. Closed after an inspection— Inspection reports are public. Closed with an Order for Monies received — this action is taken when a fine has been paid for a violation discovered during an inspection. This information is public. Close with a private consent order — the action is taken when there is a violation of the laws and rules governing practice. However, the matter is closed with a private agreement between the licensee and the board. A private consent order is private and cannot be divulged. Close with a public consent order — the action is taken when there is a violation of the laws and rules governing practice. The matter is public and a copy of the order will be mailed to you. This information is posted on the licensees' public license record. What to expect You may expect the state board to be genuinely concerned with your complaint. It will be reviewed and investigated thoroughly. You will receive notice from the board when the complaint is received. If the complaint does not fall within the legal jurisdiction of the board, you will receive notice to that affect. When appropriate, the board will investigate and resolve the complaint. Please remember that Investigations are confidential; we are unable to provide updates concerning the status of a complaint. Once the investigative process is completed, you will be notified Conclusion The state boards hope that the matter giving rise to your complaint will be handled in a manner which will give you confidence in our earnest desire to protect the public and to improve the regulated businesses and professions. 2 of 2 10/15/2009 4:26 PM Dianne Otto From: JOHN BARR[bbhsging @yahoo.com] Sent: Thursday, October 15, 2009 10:13 AM To: Dianne Otto Subject: CORRECTED ELEVATION CERTIFICATE 1509 2ND AVE Attachments: ELEVATION CERTIFICATE REV.pdf DIANNE, PLEASE INSERT THIS PAGE INTO ELEVATION CERTIFICATE, AS I HAD MIKE CORRECT. THANKS JOHN W BARR JR. 1 U.S.DEPARTMENT OF HOMELAND SECt,n1TY ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency ManegementArdency l 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 Michael Lowe Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1509 2nd Ave City Tybee island State Ga ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) P.I.N.4-0008-09-011 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)jkageggal A5. Latitude/Longitude:Let.31.99333 Long.80.85055 Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building Diagram Number¢ A8. For a building with a crawispace or enclosure(s): A9. Fora building ' n attached garage: a) Square footage of crawls-pace or enclosure(s) sq ft a) Square of attached garage IJ 6 sq ft b) No.of permanent flood openings in the crawlspace or b) No.of.-rmanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 6 with .0 foot above adjacent grade 1}L9 c) Total net area of flood openings in AB.b j§¢ sq in c) To I net area of flood openings in A9.b N(9 sq in d) Engineered flood openings? E Yes ❑ No d) - •sneered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE . FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham Georgia 84.Map/Panel Number B5.Suffix B6.FIRM Index B7.FI'. Panel 138.Flood 89 Base Flood Elevation(s)(Zone 135164 0326 F Date E -• : -evised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 12 810. Indicate the source of the Base Flood Elevation(BEE)data or base depth entered in Item 69. ❑ HS Profile ® FiRM ❑ Community Determined ❑ Other(Describe) BI1. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1;.s ® NAVD 1988 0 Other(Describe) B12. Is the building located in a Coastal Barrier Resources System r= S)area or Otherwise Protected Area(OPA)? ❑ Yes E No Designation Data _ U CBRS ❑ OPA SECTION C-BUILDIN• ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevatiors are based on: ❑ Constru• Drawings* CI Building Under Construction' ® Finished Construction `A new Elevation Certificate will be required when oo.-• •'on of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE), ,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 Item A7. Use the same datum as the BFE. Benchmark Mixed,Sr�Vertical Datum ..:VD,-: Conversion/Comments Check the measurement used, a) Top of bottom floor(including.-._.- nt,crawispace,or enclosure floor)j3.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 11.7 El feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal:, -.rah member(V Zones only) N/A._ ❑feet ❑meters(Puerto Rico only) d) Attached ge'age(top of Slab) IMIA._ ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machine, or equipment servicing the building 17.7 ❑feet ❑meters(Puerto Rico only) (Describe time of equ. • and location in Comments) f) Lowest adjacent(fin' grade next to building(LAG) hl- (81 feet ❑meters(Puerto Rico only) g) Highest adjacent(finis •)grade next to buficling(HAG) 8.2 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent gra. at lowest elevation of deck or stairs,Including IA ®feet ❑meters(Puerto Rico only) • •v- u .,, structural support .-f. . SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION / f) N\ This certification is to be fined and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation E p //NM, IX'all ) information.I certify, : the information on this Certificate represents my best efforts to interpret the data avadable.I i understand that any :,se statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001.0 _ ��6r. 4 h/-i Check here if• :nts are provided on back of form. Were latitude and longitude in Section A provided by a �' ./�!.' z licensed kind surveyor? ® Yes ❑ No ' y, , ' Certifiers Name'crier M.Pab71e License Number GA RLS 1t 3114 1 9 e * {ot p Title Registe •Land Surveyor Company Name Highland Land Surveying,LLC i O,. 44'a ad x,47 i 40p.ER wt.T' Address 4 aknad5e Rd City Rincorr State Ga ZIP Code 31326 �` . �" r Signatu: c Date 9/23/09 Telephone 912-412-4693 :�' �•e-,• v `o4fT�� IMPORTANT: In these spaces,cops_.a 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 1509 2°d Ave 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 Item C2a Is an area for storage only Item C2e is an elevated NC platform attached to the rear of the residence. Signature / — Date_ - =` Check here if attachments •SECTION E-BUILDING LEVATION 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 El-E4,use natural grade,it 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,aawlspaoe,or enclosure)is . ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(Including basement,crawispace,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,8,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 hem iF attainments 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(br 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 foflowing information(Items 04-69)is provided for community floodplain management purposes. G4.Permit Number 05. Data Permit issued G6. Date Certificate Of Compliance/Occupancy Issued 07. This permit has boon 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 010.Community's des.'gn flood elevation ❑feet ❑meters(PR)Datum ,! Local Officars Name Title Community Name Telephone Signature Date Comments n Check here if attachments 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 1509 2"°Ave City Tybee Island State Ga ZIP Code 31328 Company NAJCNumbar 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. ^r.; ,.;,- ' . ;. *r '- .,..4"1. ,:,. C‘.. r" , ' ti .yam; .G,, Y u yfs �.„, DIAGRAM 3 DIAGRAM 4 AU split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade), detached or row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishilg Psalms—The bottom floor above ground lewd(grade)on at least one re.'(educing garage)is a!or is below kid(grade)on all sides.' underground 0 I t� HIGHER HICK FLOORS FLOORS NEXT HIGHER GRADE NEXT HIGHER GRADE BOTTOM FLOOR i BOTTOM FLOOR FLOOR ,....;:, ....;-.:-. _ ■ • .0 . detemined dg grade£2.fi)t� .. •. . existing grade) DIAGRAMS DIAGRAM 6 All buildings elevated on piers,posts,piles,columns, All buildings elevated on piers,posts,piles,columns, or parallel shear walls. No obstructions below the or parallel shear walls with full or partial enclosure elevated floor, below the elevated floor. Dtstlngublrng Feature—For all zones,the area below the elevated floor Is Dlstlogulabi g Failure—For all zone,the wee blow the elevated floor is open,with no obstruction to flow of flood waters(open latacaw CO ork and/or enclosed,either pvae ty or fully.In A Zones,the partially or fly termed insect screaming Is permissible). , arse below the elevated floor is watt or without openings"present in the wars of the enclosure.Indicate Information about enclosure size and openings In Section A—Property IMan ation. 411) ■ NEXT O 41:0 NEXT HIGHER FLOOR : CD ELEVATED ELEVATED FLOOR FLOOR 1111 .GRADE I \I \I 11 GRADE .,I \ CIO_____\ Mk openings,X any. C g grd by 411) (determined edstirgd (For V zones only) ID(For V zones only) * A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage,workshop,etc. ** An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or c rawlspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES)must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening;openings may be installed in doors.Openings shall be on at least two sides of the enclosed area. If a building has more than one enclosed area,eadi area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than one foot above the higher of the exterior or interior grade or floor immediately below the opening.For more guidance on openings,see NEW Technical Bulletin 1. Instructions-Page 8 OCT-08-2009 11:44 CLARKES BLOCK CO. 1,2 234 3439 P.01i01 __ . , .w� ✓war ��cyrr+�i�t iole3434 Paee:2r2 2009-OCT-D& TYCO D9:B7 ORIf ENGINEERS FAY:843 845 7631 P.002/002 State of Georgia Certificate of Compliance ProjectNkowa: laGebaelLowc Da% 1010809 Address: 1500 240 Avenue Town: Tybee Island Stater Georgia Zip Code:31329 In accordance walb Home Lard Secur ty- FEMA-NT+lP. Tech Eidietin 1. Aoinet 08 requirement for engineered opattage in foundation .malls, USA FLOOD/Ant FOUNDATION FLOOD VENT w u allow for the aatomaatir equalisation of hydrostatic flood farces and pressure daring Doodiag es well as for base 1(0 year flood oe 1%ebonce of flooding In FEMA. FIRM (Federal Insurance Rate Map) "A" zoo properties Addidonal information to meet F AI /!F'regwrements for flood venting can be found an I8 1, Augast 00. The lete1 atiauol Code Corm(ICC) requires a minimum 3" diameter opening to be maintained during flooding to anew passage of debris,through a flood vent USA FLOODI All FOUNDATION FLOOD VENT suet the regulation of Federal Entergoazy Manegement Agency';National.Flood lacuna=Program(44 CFBt .103(e)(5))and Food Iterdstart Dedgm and Construction(A$CE 2448). X do by certify the USA PLOOA/AIR FOUNDATION FLOOD VENTS openings are detiyeed for iasbEaticas is buildings to meet the FEMA, NFIP, and ICC code taquircrneats ter the equalizing of hydrostatic flood forces oa uteri*wais by aliawiag for the automatic entry and exit of floodwater during!lends ap to and beetadist g the base (106 year)flood. One USA FLOOD/AM VENT,with to single door and frame of doable deer aid frame, wilt provide suf cient hydrostatic pressure egeallzatlea during a food. Limb vent'Mil cover 2.50 square feet of endowed building area as per FEW,NFl1P,or ICC lostrochom sad calculations. I farther certify that the breakaway door tested releases under less the required 21)lbs.of hydraulic 14)4d4f 6:0 R Howard D.Althea,FE Caney Engineers.LLC * 401-E Seacoast Parkway t Maud Pleasant,SC 29454 .t 'p.Ain'' OCT-ea-ewe 0°:02 From:843 849 7231 I0:The Brick Store Paste:002 R-97t _�� • ■ r•; 1 abAlttela.<w.aeyi i i 44a i w+- ail,1v+t i • .. .!•:-'. . . iti. , .•:4',,' t . ' ' A ,...:. .-, ‘,..__ Ni . ir ` a: ry .. .--.,„.,,,,,ii. - \ , \ „........, ..,,,.: • • • ) .. R p;. • t 4! ifrr .t,: 4 - «mot 4 47,* .4 `a S • fit, 1, i P 1 r iY^;.. S,. r Syr i 7 •1 }$� t 3 d . ' • gti Dianne Otto From: JOHN BARR[bbhsging @yahoo.com] Sent: Friday, October 09, 2009 2:03 PM To: Dianne Otto Subject: FINAL ELEVATION CERTIFICATE 1509 2ND AVE. Attachments: FINAL CONSTRUTION ELEVATION CERTIFICATE ON 1509 2 ND AVE 001.pdf DIANNE, HERE IS THE FINAL ELEVATION CERTIFICATE ON 1509 2ND AVE. ALSO INCLUDED IS THE CERTIFICATE OF COMPLIANCE FOR THE 2 VENTS INSTALLED. THANKS JOHN W BARR JR 1 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 Michael Lowe Policy Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1509 2"°Ave City Tybee Island State Ga ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) P.I.N.4-0008-09-011 A4. Building Use(e.g„Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:tat 31.99333 Long.8045056 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 f A8. For a building with a crawispace or enclosure(s): A9. for a building with an attached garage: a) Square footage of crawispace or enclosure(s) 12A sq ft a) Square footage of attached garage t sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosures)within 1.0 foot above adjacent grade § within 1.0 foot above adjacent grade j4 a) Total net area of Hood Openings in A8.b 750 sq in c) Total net area of flood openings in A9.b WA 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 Georgia B4.Map/Panel Number B5.Suffix 86.FIRM Index B7.FIRM Panel B8.Flood B9 Base Flood Elevation(s)(Zone 135164 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. ❑ PIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) 811. Indicate elevation datum used for BFE in Item B9: ❑ NOVD 1929 ® NAVD 1988 ❑ Other(Describe) 812. 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) CI. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones AI-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 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor)8.Q E1 feet ❑meters(Puerto Rico only) b) Top of the next higher floor 1V ®feet ❑meters(Puerto Rico only) a) Bottom of the lowest horizontal structural member(V Zones only) jug. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) tom/ . ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building I7.7 ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.5 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) Q.Q co feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8.2 ®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. I certify that the information on this Certificate represents my best efforts to interpret the data available.) i u -.� ,� understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001.Z .--. k Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a .1 f licensed land surveyor? _< Yes 0 No {: 0 't,4 '" •$ 4. Certifier's Name Carter M.Patillo License Number GA RLS#3114 tL�� 4'A i ,i �;0. ,�. or The Registered Land Surveyor Company Name Highland Land Surveying,LLC t . v.- Address 4 Talmadge Rd City Rincon State Ga ZIP Code 31326 {�-r+p g11,1 . 4 Signature /� a 9/23/09 Telephone 912-412-4693 ;y'ri p q �r City of Tybee Island • Comnramity Development Dept. • Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 :v■Ett.5t Permit No. _LD2 S Date Requested 10 - 1 - 0 9 Owner's Name Date Needed ( 9) s4■Q.r'4" Gen. Contractor AI cv4 S Subcontractor Contact Information TTJZbr s 22 0 - 3-116q Project Address \ Dr) wc..) ,D A ',I e- Scope of Work tAJ 10 Inspector Date of Inspection Inspection cI e 1c4 ( -' Pass Fail Fee • Inspection Pass 0 Fail Fee I nspectio n Pass 0 Fail Fee Inspection Pass Fail 0 Fee ! . i \ . ,„.• -'''' __, I - • t. 1.111:,,; City of Tybee Island • Community Development Dept. 14:?.,,:::::• :.!-::.., Inspection Report OS= 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 '-:,.-",-,•:;;:i. ...... ,.. . Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ..;.;•;:;.Y.4..47..i • .,• ,,,,..j • /1" I Hermit No. V/- 02s-Zo, Date Requested _Lc,2LDL?±__ I . . Owner's Name Date Needed -%-------- Gen. Cottractor ,, 1 jii.), .4iii,-2 S Subcontractor 2/g , i Contact Information i 01-0 7651-..- -,. Project Address /5-'61 e'"- -:-.6)A:16 4)/E-0 — Scope of Work O r64-xi 51C. 010j0/47Z- / Inspector --7 1,1 Date of nspection "/-1 4.)ri I , 9] ess, Inspection__ _,F.. ..! ' " ii ss 121 Fail 0 Fee Inspection Pc: ''. -—\-— ass 0,#F.--ail 0 Fee __- INss e.."." -- Inspection rYi_E: —\-- Pass Fail 0 F e e ill4 inspection 12)1— Pass Fail al Fee -----1 1N 7? ) 1 Ir..\'' 4.4.1% 15%?-(1-t‘ 4 (ts ?-12"colb rt. :91.14-I- closi,Qc, tm rki di 0-1.3/srv-) €;) - ...-7. ), Yllotht. 644t11. 114"ki'N U‘? '-+C) laitj i'') 0,E16.,s4--i--. '--A 616.0;728 4 4 ) 101 ..e City of Tybee Island - Community Development Dept. R ti Inspecon Report as'Isit' i tit 403 Butler Ave, - P.O. 8ox 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ....1%-.1..,..m. :v*Iit4r_14:n ,679- —4.7 l://6:147 v.. ts,_,) Permit No. Date Requested ,- Owner's Name --r.A.4ii-C) Date Needed • x (-, Gen. Contractor SU bcontracto Contact Information .... 01-4 2,7") .. e(2211' . -,e., 7.- •„,-. SOL” . Ar * . „-- Project Address / S01 --e- , ,eLiviri:- ________ Scope of Work _ Mi&t.) 44--- fr;Ale,c1114 Inspector Date of It ection 0 _____ - /-2 ass' ,„• Fad 0 Fee 1 ' , Inspection Pass Fail 0 Fee Inspection Pass Fail 0 Fee / I * 4 1)Pi Inspection_ Pass Fail 0 i (7 , 1 1 1361A.,(1,31 _ _:TIN, te_; �, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 3 0(o- 2 Co yco 3o47-2?O5- 00.-1-=y 30$- 2( 2c Location Address: i f ? ,5 ) Lot# Release Date: 4.1 2 Type of Release: Temporary Permanent Subd Name: Electrician: K;(...4446174> b-f55 Electrician Phone Number: 6c,-O 5 Owner/Builder: a-( Phone Number: 221)-4)24 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: TN Result Report P 09/24/2009 10:12 Serial No. CM35228060004 TC: 114066 Destination Start Time Time Prints Result Note Georgia Power 09-24 10:12 00:00:47 001/001 OK Note MR: Timer TX.ggPOL: Pollin ORG: Original Size Settingg FME: Frame Erase TX. MIX:: Double-SidedaBindingA Direction. P: SpecialSor'iginal.FFCODEa.F-code. RTX: Re-TX, RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR. IP Address Fax. 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, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAI3 ELECTRIC_ FAX TO:Lyna Brennan 9-141i=944=35.37 Phone 912 a3 6-M% $ace—��'-1Se e + i sue- z ess Location Address: /z2 ? ` �i.r71� Lot# Release Date:'Cr?/1 Type of Release: Temporary�. maaeat Stilted Name: Electrician: Electrician Phone Number: Cow nerBuilder-_ Phone Number: 7?1> ?T 1' Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: -Owner/Bnilder-_ Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 1(- ‘0,1 • • City of Tybee Island - Community Development Dept. 1 ..;-`. mom , 403 8utler...A*4. P.04-8M-2149 ry-bee Island, GA 31328 Phofie 912.78i1.4573 ext. 114 - Fax 912.786.9539 •0 5,.tErAti.Ens. Permit No. —D artgir'" ( - equested - Owner's Name Date Needed / 13 Oq Gen. Contractor_ _ Subcontractor Contact Information 014L, -ZZD 574 Project Address' Scope of Work kYTAIA..1 . Inspector Date of Inspection Inspection c /e---471/11.7s.). Pass El Fail Iti(Fee 1-arz Inspection Pass Fail El Fee 41/4, Inspection_ Pass Ej Fail 1:3 Fee Inspection Pass Fail Fee - — Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. J 0 2(:, Date Requested -7/S- /(2_,)' Owner's Name L (,Z l�J�' Date Needed ) %V2 Gen. Contractor )c if Fes., ,�/��F; , Subcontractor Contact dumber 76 r--, �Gi - IL j- 1l3 Location / C2 r% Inspector 7? / �� Date of Inspection i �74:: Type of Inspection / i/ /<n ,c J Pass QPSS Fail N 04 - oZ s‹.. ._ REC!R NED �i l� 209025 1509 2nd Ave. John Barr °,' '30_v CI _ t - 411f., a Z:a . f_ igH. CV _le rir:ii ,..-,1111•..e- 11 With the storage bin and waste contained blocking the Co, it is useless. Corrections needed to allow vehicles entering and leaving the site to use a properly installed Co. Sediment needs to be removed from the street. eo ,r∎` .o-L"\— K . y �iv-... : 7 IA* Ai . ' ,! " . n I ;; ti/...r II { it ��... �� ' 4.311:-.A 1 � ' r ail' 1 .-- Ai ifs 11111 . Agit I1 .� - ..t. , . _, , ... s . .. _ Ill . .. , . _ , , .. _. __ _.... ,.... ....._ . . _ ., .. . , . _ _ _ r ETC H - -.Wok �. ., - fi Looking west along the north side lot line. Sediment fence needs repair. I ) • ' . , Inspection Report City of •Tybee Island 403 Butler Ave. P.O. fiox 2749 Tybee Island, GA 31328 Phone: 912) 786-4573 ext. 114 Fax: (912) 786-9539 Permot No. Date Requested Owner's Name ,Date Needed • /1 / Gen. Contr-actor '7)2. 1--b'greigcontractor / 2 Contact Number / 2 catio fr--CZSI L.;gr;e:)^3. Inspector Date of Inspection Type of I rispection ,.)(:;* — // Pass is Fail Inspection Report City of Tybee Island 403 Butler Ave. P.0. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 fax: (9/2) 786-9539 Permit No , _____T_C:4 Date Requested KT f e • 1 114/1) Owner's Name L6?-41A-- Date Needed ' / ' _ Gen. Contractor 1-114/ 2.,_______- s Subcontractor _ \40/-1-7,), - Contact N umber 9 3 7)i3 it Location ! 4-4— , -.7.efii),-..),2N Lk ,,... , -- i inspector .--2/ 1 Date of Inspection C6/6 Type of Inspection V"I 1F-_'P-- i ?ass •Lan -ail 4..e/ Fail ' L-ILAT- i U.S.DEPARTMENT OF HOMELAND I rn ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency Management Agen,- Expires February 28.2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number Michael Lowe A2. Building Street Address(including Apt.,Unit,Sute,and/or Bldg.No.)or P.O.Route and Box No, Company NAIC Number 1509 2n°Ave. City State 31 "p2 /° Tybee Island Georgia 31328 328 1� A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) P.I.N 4-0008-09-011 A4. Building Use(e.g.,Residential,Non-Residential,Addtion,Accessory,eta)Res dential // A5. Latitude/Longitude:Lat. 'W 31.99333*N Long.80,85056 Horizontal Datum: ®NAD 19270NAD 1983 "t r r A6. Attach at least 2 photographs of the building if the Certificate is being used to Main flood insurance. e,„1 h S r J C- 2 V\-• A7. Building Diagram Number;; A8. Fora building with a crawl space or enclosure(s),provide: A9. Fora building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) M.A sq ft a) Square footage of attached garage W.,8 aq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings M the attached garage enclosures)walls within 1.0 foot above adjacent grade i'd/A walls within 1.0 foot above adjacent grade NtA c) Total net area of flood openings in A8.b WA sq in c) Total net area of flood openings in A9.b Nth sq In SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name 83.State Tybee Island 135164 Chatham Georgia 94.Map/Panel Number B5.Suffix B6.FIRM Index 67.FIRM Panel Be.Flood B9 Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164 0326 "F" 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. ❑RS Profile ®FIRM ❑Cormunity 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) C1. Building elevations are based on: ['Construction Drawings* ®Bui ding Under Construction* ❑Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-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-g below according to the building diagram specified in Item A7. Benchmark Utilized Site Vertical Datum NWT)1988 Conversion/Comments T� Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)171 feet(]meters(Puerto Rico only) b) Top of the next higher floor I�t . ❑feet❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) WA._ ❑feet['meters(Puerto Rico only) d) Attached garage(top of slab) WA._ ❑feet Dmeters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building NIA., ❑feet['meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.¢ 121feet❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) $1 feet['meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to interpret the data available, I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. Ell Check here if comments are provided on back of form. '.�;O It C' V�0.07E 2�-0 1 Certifier's Name License Number Carter M.Patillo GA RLS#3114 Title Company Name * �Ifa,008iic! Registered Land Surveyor Highland Land Surveying,LLC 7� Address City State ZIP Code Taimadae SL i on GA 31326 Hp suaN' v 4 Talrn d Date Telephone ii>y ��� 6115109 912-412-4693 IOOt&a2.i' IMPORTANT: In these spaces,c tie corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Suite,and/or Bldg.NO or P.O.Route and Box No. Policy Number 1509 2nd Ave. City State ZIP Code Company NAIC Number Tybee Island Georgia '31328 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 C2a=Top of beam=17,0' Bldg under construction Signature Date 6/15/09 ®Check here if attachments SECTION E-BUILDI G ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items Et-E5. If the Certificate Is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items 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,crawl space,or enclosure)is _ ❑feet ❑meters ❑ above or ❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is feet ❑meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ._ ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet❑meters❑ above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is-_ ❑feet ❑meters ❑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,endE 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 nCheck 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 58.Elevation of as-built lowest floor(including basement)of the building:__ ❑feet ❑meters(PR) Datum 59.BFE or(in Zone AO)depth of flooding at the building site: _- ❑feat ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments flCheck here If attachments 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 1509 2nd Ave. City State ZIP Code Company NAlCNumber Tybee Island Georgia 31328 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 Left View View 't, 4t t yti , lY.`,'.: r. r:- ." i-1' I- PC 1 . .. y y.-t 4 ar`; .t Rear Right View View :3 , S --. . 4; is - . f'. a S• �a t t dr, ` tW 'r ih,e ,' P 9r ,--- e,?i s -.--;-/ :t.2-;'Ifi,,),f- : ', As- built survey re u i red a after Framing inspection, before Insulation and Finals. (0) 2c • 061 scazor\moo‘ ‘ ‘ ‘ le )1 (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. .; .... _. Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2740 Tybee Island, GA 31328 Phone: (912) 186- 4573 ext. 114 FMr..: (912) 786-9539 ..---.. 'emit No ( A , 02 S. (ie Date Requested 0 (7) - 0 09 Owner's Name L;:D. .1 4) Date Needed C) So ..),-(-1-..,,,,,,-, Gen. Contractor A,,,,,,t_r. 4 - 5 5 Subcontractor Contact Number _ _ _ Q(03- 2113 Locatior I c.,:j D9 Inspector Date of Inspection (-) , Type of Inspection _ --..1 ._g__ r, , , — , ,._ c_L3-- ___ _ / ,p.S& Pass 70 --t-- 1.-.6.1 Fail Li 1 •: •:. Inspection Report City of Tybee Island 403 Butler Ave. PO. Box 2749 Tybee Island, GA 31328 I Phone (912) 786-4573 ext. 114 I Fax: (912) 786-9539 Permit No. 0 - 02 C(■ Date Requested ( '2— ill- 9 Owner's Name _____1, ___ Date Needed 4'1 - c-Q 9 ___ , Q 4-j&SL) r■ 1 Gen. Contractor ,AL,..a01-...JaLz,,,a,,,D Subcontractor Contact Number __ ________LT:r 0;4 L t S 0 k ,,\_ Bod-- r 6? GI 3 - 2 ( 1 3 1 Location ; 0°7 c-ee 0,---)C4 Inspector Date o ■- Type of Inspection ......r) D 4 ,( c CI fpgsdi PA ...-- ,....i [217 . Pass ...---- / ii—/A„)/ .-1 rc-/I/Ot1A)(-15 • -1 Fah Li j/ li, 7/2„.0 . /, 7. ) -. 1)/.5-C;()..<5;-W-1-) /- /L---) j lfA61D PreC 111 ilco ibie.... -6 -rogDiA) -paz \b ..) 93 ai4z. ...,...._ . ..... ..'• . . She Lic..-,',sing lit,:rd for . . Residential ,:.,t,irli General Contractors . .4aathortead Portrait Apulia Roma . Litense verification by permitting oi cm abould be conrrigeted by vii siting 608.10Lgovipih1 . Licanmad Camtnaeter ty,,!'llsoiii*iiilvai ,:::"1onnlififying Age* .,, ' Name af named puma ,, ... .:' "■' "' ,404/ 'Mose ottocia A CAM 01,414161 licomso o4.Ciiiploky License(Rofi' compsin"y And qualifying 4gcxxt Ili‘iso anna— bet) . Liermse muniter of imiliC.;,iud are quality/mg Natna otilicenaelt tatupanyff applicablie) ,r.„_„ License Tatmalirver of emappany(if ..., ., corksett In, .74 wil or(*Ili:, rg' gat • , ,. ja_.„ ...,to apply for and obtain tbe permit(a)for tile NT lino fotxteio A eopy of th ortIthoxizol,,t,,-prifit.ap;eot;;dill;;Tr7s-ii;^.4trt"--,;iti7, MiCelt at Za9 Street ad rasa - Apartment or Suite Number City .----------771;'-e..;ie • •,... ,.. , . ithe tvaderffignect,be'.!. ,,,e contractor a either an indiv, . ,,,.or a T.)12E:eying ag d Pacalaby aflame and meat' ,under oath,that !•i information OR tbiS f a MO ort,,... ' saaparryiirlA rginnonts aro OVA and correct , ; t Signature fof fedi "•'.41 or qualifftoig agent,„,„____. ,,,,, ,,f,„,,,n-„-,•.„,....__.."--.......4.. ,-_-.. ... — ' I • I 1 ' , of . 1$ .„,0,'‘ j rp.„,4'lere Stninilatd and '' onl to befbrz me this__rlY•,44y 00.-', 2::44 1P,;* 2047 , li/01 1, : , \ • ,i f• '913 -- 4C:.-4;,,,--'' ..; Signature of Notaxy ilion___,,,.. ,,'.....„______ „.77,...... .,• fr,; Fioeftx . ..,,,,,041...tkl.p.MOMS,01110/111A an1/10116.1,4314C,:pod:es,44. ,,,, titlagto.,goomemecopkwutlee,ve. f....1 `91614, "1 C 0'"•)' c\O • • r agc in ' "'•;',4t Georgia Secretary of State Karen C. Handel I I4 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 Residential/General Profession: License No: RLQA002554 License Status: Active Contractor 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 Relationship:Supervisor Prerequisite Licensee:Joseph Mayes Davis Prerequisite License:RLQA002554 Association Date:8/31/2006 Expiration Date: Dependent Licensee:Davis Welding&Construction Inc Dependent License:RLC0002511 Dependent Status:Active You may dose this window to c your search results Data current as of: March 11, 2009 15:55:32 https://secure.sos.state.ga.us/myverification/Details.aspx?agency id=l&license_id=10339... 3/11/2009 711-DRIVER'S LICENSE NUMBER 05455177$ EXPIRES 11.30-2015 BARR,JOHN WESLEY JR 4 LANVALE ST PRT WENTWORTH,GA 31407-9762 SEX BiRTHDATE EXAM DATE COUNTY M 11-30-1950 11-30-2005 025 HEIGHT WEIGHT CSC FEE RESTRICTIONS 5-08 160 0 42 .035.00 CLASS E'DCRSEMENTS TYPE C REG rouuiss,oNER CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT �ts of building plans ,: ! I copy of survey showin �r �) ground elevations ood zone P)iZ 50 plan deposit Location: /3/39 PIN# g NAME ADDRESS TELEPHONE Owner /97 /71 •7 t) Architect or Engineer C/3 �,J) f Building Saci 4,1142.ta,,... 9/v2- )/,j ideiNVI-edij tit Contractor , 44,4 5 (Check all that apply) P.-‹;Construction [ esidential I Other ©mangle Family joito ..42. [ Duplex C�,({ Zlv•0064 [ Multi-Family [ Commercial Details of Project: J c.''/ate /6/eiM Estimated Cost of Construction: $ (p( �c7� 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: - A' , t a � t/ °. Cam- -- j tit. ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: /2--#Units #Bedrooms ,5 #Bathrooms _ Lot Area Living space(total sq. ft.) /j".e9E #Off-street parking spaces Trees located& listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front t`-) Rear ,`0 Sides (L) Jo (R) / / # Stories ! / - Height 0 / 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. { ,I During construction: �� On-site restroom facilities will be provided through 4 e On-site waste and debris containers will be provided by /reUfi • Construction debris will be disposed by > by means of 774 4 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:/ — / Signature of Ap P 'cant: \%�i/ Note: A permit normally takes 7 to 10 business days tQ proc- . The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: .t re Date • FEES Zoning Administrator 111 OP - Q Permit R� Code Enforcement Officer Inspections if i7 Water/Sewer �i� �/ R _ Water Tap Storm/Drainage / - impr'*' Sewer Stub Rxif kng Inspections Aid to Const. /goo City Manager CC Recovery,QA,S.L;`nir IC75 (7ra4 '- ‘,2/8.7( TOTAL 3/13.75 fats-b Gulf c-l4- 36 Aw44- 6F 2�o° 42/b4 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 a. -. / . .* Project LD.: Attachments approved by: Date: CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: / Q 9 "' „„_t Owner's Name: 712, a r Address: " Contractor's Name: / ` a— 1 4.4 ' 1L s I, .-1�49't!1£ List the company name,business type, address, license number, contact person and phone number of all participating subcontractors. 600,v fr;e•wof er),L5 • 1. Compa _ _, .,may - I Atiolu Business Type LW! —. /113r4/14 t -dry)/ L f 11.L 74....0,4 Co , r",,54,a. 7)'J. ',/!d-c. f . Address 97/ 2 won,/2.-1) .%/e.4, License Number 0 79 C% Contact Person S4�/9 a- 5 Phone Number 7,‘ 2. Company 7/1 s. je Business Type "1„6_ / Address / 0 ,th-'fa-t., License Number A a eZZet9 � A g/ � -7 Contact Person ��,��,�� Phone Number -- ¢51, 5,5 � �QG�r? 3. Compan Business Type Address ZZ �/ License Number 3/3 6 '-7s Main' A4-/e 3(3 - � ... Contact Person 2. i Z� Phone Number //— S7°D Z 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. CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit__....._,L,4 8.Location of Wor : /L-5:0 Owner's Name: ■ Address: IIIIIIIIIIa imillati Contractor's Name: Wir This lette is to confirm the ,nderstandin g of the o -r I contra•-{.r to the compliance requireme t of the Georgia S :te Minimum Construct on Code-. "I hereby der lare that the reques.-d temporary electrica ■4wer is inte,ded for the completion of the constructiin process and the t: ting of equipment i ailed within thz structure." It is understood .nd agreed by the un ersigned that the iss .nce of temporary power DOES NOT constitute the ap■royal to occupy the s 1 ctures. A Certifica{- of Occupancy must be issued by the City of Tybee sland prior to the st ture being occupie. The owner/contrac it is hereby held resp. sible for any viola 'ons to this policy. A violatio of this policy may result ' discontinuance oft electrical service. O e 's Signature Date Own-r Printe 4 ame \ f (—)r, V • tracN ignature Date 4 4 -- /0 t-----. Contractor s Printed Name' Witness's Signature Date Witness's Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: Owner's Name: ;:; , / Q_c/ AA" Address: / f.9i Contractor's Name: �,� . - :,,_ , .1S 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. Owner's Signatur- D to 1'7 tn1 0", k 0,42 ( / 0 Owner's Printed Name /--/;1--eA- /61-"vvne, C--e--/d*/ C--- 0 3,I 'i 1►.f TEL S � Contractor's Signature V Date z›,76.) Contractors rinted Name CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX(912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: /.../C9 Owner's Name: : C .g e_ ZVI --�_, f ate. Address: G 0 • Contractor's Name s -- / j ,(J This notice is to confirm our understanding that all equipment such as air conditioning compressors,water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor)agree to construct/place the equipment above or up to the required finished floor elevation,which is stated below. BFE Acknowledged and agreed to this day of / 20 . // ,,e-- /, / r,, A41(;)/i_:____-___ 6 .c Owner/Co actor Signature ` P,C1I-tui' tett., ed ∎. 0 Jam--P/l�in- 7'' --t c 0 ` . Owner/Contractor Pri Name LOT 92-5 N/F STRICKLAND FAMILY TRUST LOT 92-A N/F SUSAN W. $ RICHARD E EVANS POWER LINE S 71' 25' 58" E LOT 93-5 N/F DONNA* 78.80' TODD NAUGLE POOL g M SATE I ITE AREA a 333,' *6 as ; 6,6 k 7,i. N 34' 02" E o ,v-es, /o k>- 4s, .1.00' of >.>8 O s / S 18' 34' 02" W 1%*. >, u(3)7`,49 p 60.00' 45�q LOT 94-B N/F GEORGE J $ +., ,�►• Tarn 4s>7 MERCIE C. POLITES PROPOSED• BUILDING GRA L DRI!IJT l q LOT 94-A N/F MARY LYNELL HARRIS k, N 77.78 80, THIS IS TO CERTIFY THAT THIS SURVEY WAS 25 58 W MADE UNDER MY SUPERVISION AND THAT IT IS A TRUE REPRESENTATION OF THE LAND AND THAT IT CONFORMS WITH THE MINIMUM STANDARDS REQUIRED BY LAW. <PRG1 GISTERF� A). 3114/ 50' 25' 0' 50' 14I MPA ` 4-47 (-)1 CATER M. PATILLO, GA. R.L.S. NO. 3114 SCALE 1" =5 0' HIGHLAND SURVEYED FOR: JOHN BARB LAND SURVEYING LLC. A SITE PLAN OF LOT 93—A WARD 4 4 TALMADGE ROAD TYBEE ISLAND ,CHATHAM COUNTY ,GEORGIA RINCON, GA 31326 (912) 412-4693 (912) 655-6759 CHECKED BY C.M.P. DATE: 04/20/09 SHEET 1 OF ' - `` '``? GEORGIA L,PA T MENT OF COMMUNITY AFFAIRS +f k� .�f' MANUFACTURER'S APPLICATION FOR APPROVAL "" Applicants Should Complete All Items(1-Vi) f • L TYPE OF APPLICATION SUBMITTED FOR: DEPARTMENT USE ONLY____ ❑ BUILDING SYSTEM ❑ APPROVAL APPLICATION E, F ;;,;;°p ro h — Atlanta Georgia 30329 _.QUALITY CONTROL PROGRAM ❑ REVISION ISION Industrialized Buildings Program (404)679-3119 MODEL No. /77� /P.217 ❑ RENEWAL DATE: IB.a,deastate.ea.us L { EILE FOR RECORD ^R���„ II. IDENTIFICATION Filed—For—Record: Feb2,,200r Tracking Number: 2009-97560 Name of Manufacturer Adrian Homes, Inc. Telephone( _ Address P.O. Box 266 Adrian, GA 31002 e-mail address • I Location of Mfg. Plant Hwy. 80 East Adrian GA 31002 • Name of Evaluation Agency H; i hc-rr , wprnpr, Carter & Associates, Tnc. Name of ins.ection A•enc Hilborn, Werner, Carter & Associates, Inc . III. DOCUMENTS SUBMITTED: a fans L_ Specs L Test Data ❑ Quality Control ❑ Calculations (type) fl Other (specify) • IV.. DESCRIPTION OF INDUSTRIALIZED BUILDING A. .Type of Unit: ❑Three Dimensional Unit ❑Core Unit ❑ Component B. Principal Construction Material: TKood ❑Concrete ❑ Masonry ❑ Steel . ❑ Other(specify) V. CLASSIFICATION OF BUILDING BY OCCUPANCY (See Chapter4 NFPA 101) A ❑Assembly B ❑Business E ❑ Educational • F El Factory/Industrial I ❑ institutional M ❑Mercantile S ❑Storage H ❑ Hazardous R1 ❑ Hotel, transient R2 ❑ Multi-family Dwelling DC ❑ Daycare R3 Ea 1 &2 Family Dwelling R4 0 Board&Care, Assisted Living .VI. CLASSIFICATION OF BUILDING BY CONSTRUCTION TYPE • ❑ Sprinkled❑A ❑ B ❑Type I ❑Type II ❑ Type III • . ❑Type IV j -'t'ype V13 VII. SIGNATURES This is to certify that th BUILDING SYSTEM/MODEL/DATA conforms to the Georgia Rules for i c t str' ' ifdin d o iy adopted codes. x ______ Signature (Agency' . itect or Professional Engineer) Date // .4101 ,.r Signature of Applicant(Manufaeturer or Agent) Date Oc D 3 Cj 1 VIII. DEPARTMENT USE ONLY ❑ Returned for correction and/or additional information (see attached) Data [1 Approved ..D Approved as noted (see attached) Date • Signature of DCAOfficial Comments: R Job Truss Truss Type . Qty f Fly Adrian Homes 16/GA 47485 CC439503 HINGED ATTIC 1 1 1 Ref.#3162215 1 ; Universal Fortis roducts Inc-,Grand Rapids,MI 49525,Weston Gorby 7.030 a Jan 3 2008 MiTek Industries,Inc- Thu M j14:5M 081 PTe'� t 1-0-8 14-10-0 �h 14-10-0 - 8* bo Double Hinge Plate(DHP)Joint(s) 9,11.)` o-3-I3 e`er•T See Bulletin 06-02 for details. 1/49' ; o"' 10 Double Rigid Collar Tie( tom,= h face) •,X> T3 Joints 8&12-See Bulletin J•-\re ,, ' DHPm189 Y °' o1P.18 ` collar tie connection details- EA�� : 4-. T c7 y - Cs Ir 13 10.00112 �R,, 8E�i8E 25`\�� ^O 10-2-0 \26 re t. 6•\�, . N 5cT v ,\\� •_ T2 See Nom#3 Q 00 \\���� o \. d k�y \"\\�\� W2 i ,o, ebbs �5 BEH13o 5.��•°` g �14 °a b ba0. 24, 6-7-11 ,. 7 T- See Note#1 4 40#BCLL I 15 rJ ' I 3. Y 1; aEH18O -. 162x4 I d n 2 ... WI Il d �Wf�1ti4;��,.�i-,,�17 :it 21 20:f•L . Ti 1E 28 22. C--> <_> 2.5x6 `--I' :18 5x8=2.5x6Ii See Note#22 See Nate#22 i '2-4-tires= . 1-5-0 11-5-0, 6-7-13 I 6-6-3 0-10 6-9-3 I 5-9-13 0-10-0 0 I 29 t-8-0 r 1-0-8 1-0-8 Plate Offsets(X,Y): [4:2-7-1,2-0-2],[6:0-0-11,0-1-2j,19:0-1-14,0-1-8],[11:0-1-14,0-1-81,[15:9-S-14,7-8-14] SPACING:2-C1-0 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP LOADING(psf) LOADING (psi) Plates Increase 1.15 TC 0.99 Vert(LL) 0.55 22-23 >314 240 MT20 197/144 TCLL 21.5 TCLL 32.2 Lumber Increase 1.15 BC 0.84 1 Vert(TL) 0.52 22-23 >333 180 mill 141/138 •• (Ground Snow=30.0) (Ground Snow=45,0) Rep Stress Incr YES WB 0.82 Horz(TL) 0.01 2 n/a n/a TCDL 10.0 TCDL 15-0 Code IBC2006/TPt2002 (Matrix) Weight:231 lb BCLL 0.0 *BCLL 0.0 BCDL 10.0 BCDL 15.0 __j I LUMBER BRACING .. • TOP CHORD 2 X 6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied. Except: T3 2 X 4 SPF No.2,T3 2 X 4 SPF No-2 6-0-0 oc bracing:10-12 BOT CHORD 2 X 10 SYP No.2 SOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2 X 4 SPF Stud'Except* WEBS 1 Row at midpt 8-12 .W3 2 X 6 SPF No.2,W3 2 X 6 SPF No.2 itliil II1U{IXl•" LBR SCAB 2-5 2 X 6 SPF No.2 one side 40:—e.. •'. -.p,...� i" ". rr 4-7 2 X 6 SPF No.2 one side :+ -. -►..- s►iv-,♦t- ., 13-15 2 X 6 SPF No.2 one side a�! Job Truss Truss Type • t Ap a '--- e 47485 CC439503 HINGED ATTIC '1 'I Ref.#3162215 Universal Forest Products Inc.,Grand Rapids,MI 49525,Weston Gorby 7.030 e Jan 3 2008 MTek Industries,Inc. Thu M. 29'4.4:59:34 2008 Page 2 of 2 . 3)Attached 10-0-0 scab 13 to 15,front face(s)2 X 6 SPF No.2 with 2 row(s)of 10d(0.148"x3")nails spaced 9' 7 2009 b o.c.except:starting at 0-0-0 front end at joint 1.5,nail 2 row(s)at 7 o.c.for 3-0-0. t'- co 4)Attached 4-0-0 scab 14 to 17,back face(s)2 X 6 SPF No.2 with 2 row(s)of 10d(0.148"x3")nails spaced 3"o.c.. CO 5)Wind:ASCE 7-05; 140mph @24in o.c.;h=30ft;TCDL=2.Opsf;BCDL=2.0psf;Category II;Exp C;enclosed;MWFRS(low-ri ..'!L.e end zone and 'T. C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and f. t RS for reactions specified. .. 6)Wind:ASCE 7-05; 150mph @16in o.c.;h=30ft;TCDL=3.0psf;BCDL=3.0psf;Category I I;Exp C;enclosed;MWFRS(low-rise)gab: - l` t 1.• . Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS ri C\ specified. !,"'° "°9°' , 7)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=21.5 psf(roof snow);Category II;Exp C;Partially Exp-;Ct=1.1 8)Roof design snow load has been reduced to account for slope. I 9)Unbalanced snow loads have been considered for this design. 10)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 11)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 12)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13)All plates are MT20 plates unless otherwise indicated. . 14) See BEH18 DETAILS for plate placement. 15)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 16)See DHP 818 DETAILS for plate placement. 17)All additional member connections shall be provided by others for forces as Indicated. 18)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 19)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 20,1111 lb uplift at joint 17,375 lb uplift at joint 21 and 1284 lb uplift at joint 2. . 20)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 21)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 22)Provide support to resist a horizontal force of 7461b at Joint 20 and 908lb at Joint 21. 123)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. i 24)Field installed members are an integral part of this design.To ensure proper performance,all field installed members must be installed prior to I applying any loading to the truss. . 125)Based on:CC439501 i 26)Revision:BC Cut Truss • .� A .; 1:4 ' a ;�'' kt .i, .tom .e .♦♦♦♦ 41 . 4F'.0 t k 0,AtoN lfi•t ::;,.. „e ���i„1.• �r:,�♦ t 6254 # r t is26�839� w SEAL. ,—.. .j'ROFE.• - •?�2•• : r '� ;,/',„� ' 7 F'.'PROFESS6101.4A + 02607.4•IW*:' : .:-,t fitii ttr 5/30/2008 �” : . :- . .rc iwbYe*��.j., co i ''.' 2005'#: .' s . .j _ ".. _._-.. Universal purest Products,Inc �-------...�—..._...._......:...�.__.___....._..--_. 2801 EAST 6ELTLINE RD,NE A WARNING -Verify design parameters and READ NOTES PHONE(616)-364-6161 FAX(64)-365 0060 GRAND RAPIDS,MI 49505 _.. 1 i This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible „,,,.. I for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TPI1-2002.This design is based only upon parameters shown,and is for f.'; an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building i designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult BCSI 1-03 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise 114,Madison,WI 53719 J:lsupparrtiMitekSuppltemplates\ufp.tpe©copyright 2008 by Universal Forest Products,Inc. ■ . . ' . • Job nits. Trtqo Typo ,-- On Ply Adrian names 316•PA . . . '35674 CC128903 HINGO)ATTIC i 'I ALIA ii.V . , No, 61708 .• Univon..1 Forest prodOots in..oranrokki.66-40625,RIcielo Ciiiirei •--' ' ' '. - ' - • • coop.,,AK 266063.64144,Indunkins,Inn Moil May 01 12361 I. . . •• ...., 13-8-0 . 27-4-0 • • 4: 13-8-0 • ....... ■•- A ..... 14+5 •• • • ' • D1441-13 :•4,,,' 8 • ,Coon.37504 a 2.s T.b...row*, 41c,,lisvil - ,p TS ' .p-Q..(f•.' 710 ITYP) #40.• . " ..4.1,4_.,,,..‘11,,16.7..j,1•41..i.ryc ,.,,s, . 0-01111744,4 S . . OHP.18-% •DHP-111'sk, • Bee•1444in 05472' 7... • ..4) kr cnIla-tin .7.. & •Ilk 13 ^. Alle ... . .011nrW.404 litiatis. t : No se2s4 - ... !* DHP„...18nt . • Q-°49-?;''''' "45#1/6.'"4• 19 (Joinflom F71(1. * i: s, . 44)• , .:16*r, 4,1& " 41•1‘ . . ' • . •• T4 TO ...r-1)*. .STA OF •44.,0 • ., • '4)..'• 14/°- 4.• • .._. '. 4,-- ' ...4••..2.ft Lloitorlador -. ,&/•• 1200 Fr.f. . •. • B162 • . 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' '..:. 7 • • \ • . • • .. . .. . .... •', . .r.1,.: • . ......., ,_‹! . . . 0• , • , E,... 17.----// • . .„-- REScheck Software Version 4,2.E ,,,,,' '>-------'k's<:\\\\) / CompIianceCeificater 8 z•K:EB 1 7 200,9/iico 03 co 9 Project Title: M8402P �. ,,, Energy Code: Georgia Residential Code Y G _ Location: Acworth,Georgia .....,___L - Location: 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 LOW Hwy,80 East Adrian,GA compliance:Passes nn UA Compliance:31.3°!°Better Than Code Maximum UA:371 Your UA:255 Maximum SHGC:0.40 Your SHGC:0.35 Grass'` Cavity Cont. Glazing UA. Assembly Area or R:Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 853 0.0 . 38.0 21 Ceiling 2:Cathedral Ceiling(no attic) 240 38.0 0.0 6 Wall 1:Wood Frame,16"o.c. 1715 19.0 0-0 87 Window 1:Vinyl Frame:Double Pane 195 0.350 68 SHGC:0.35 Window 2:Vinyl Frame:Double Pane 14 0.350 5 SHGC:0.35 Window 3:Vinyl Frame:Double Pane 8 0.350 3 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 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Minimum R-Value Requirements: Basement and Crawl Walls R-5 .. Attic Kneewall R-18 SS) RG Wall Cavity R-13 Mass Walls R-5 X15 p� 449:iis. Roof/Ceiling R-19 �t F� Floors over unheated space R-13 Na 23075 .. PROFESSIONAL Maximum Glazing Requirements: Windows/Glass Door U-Factor=0.65 with maximum SHGC=0.40 1,0, `4`GI Nf -+* i fr .. . . "Ai I Project Title: M8402P Report date:02/04/09 Data filename: Untitled.rck Page 1 of 3 REScheck Software Version 4.2.0 Inspection .. h kf t 1111( � 2n9)0 CO Ceilings: .s ❑Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation ER, a . Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑Window 1:Vinyl Frame:Double 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: ❑ Window 3: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: O Door 1:Solid,U-factor.0.350 • Comments:- Floors: ❑ Floor 1:All-Wood Joist/lruss: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 sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled. Materials Identification: ❑ 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 provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Project Title: M8402P Report date:02104/09 Data filename:.Untitlad.rck Page 2 of 3 e r ' Residential Energy � 4 ii? r ' Code Compliance Ceitileate A permanent certificate shall be readily accessible and shall be posted on or near the electrical distribution e' FEB 1 7 2009 i panel or air handler.To obtain the panel certificate form(MS Excel spreadsheet)visit the Georgia Department of U\ J2 Community Affairs website:http://www.dca.state.ge.usideveloomot/constructioncodes/ ,}-`-\,..___________,,Z4z, 1 • • DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc( bellsouth.net INVOICE May 26,2009 Invoice#20902501 Diane Otto City of Tybee Island ; � �� ' P.O. Box 2749 '�► Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1509 2nd Avenue 04-28-09 0.50 hours Phone cony&email w/Engineer Met w/Joe Wilson at site 05-11-09 0.50 hours Plan review 2090250B 05-26-09 0.25 hours Plan review and nonoccurrence letter 2090250C 1.25 hours @ $175/hour = $218.75 22O- 62-1102 0 S-7-7-09 D5-28-43 Q actcLd 4 09- 0'16(44 . 4_0 A P pt * DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenoincabellsouth.net May 26, 2009 Diane Otto, Zoning Administrator , `Th RECEIVED City of Tybee Island Ca-2 :0 T P.O. Box 2749 Tybee Island, GA 31328 Ph: (912)786-4573 Fax: (912)786-9539 RE: 1509 2nd Avenue Dear Mrs. Otto: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City last week. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning,trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, Downer K. Davis, Jr., P.E. President 2090250C *G 6o�l �o� a` O e�`3� 1�,"2 ec\c-' �_`G``4 Cj`*Go�0�`e Geo�g�a5 �p 32'1 5to0 �st4 ��� ` ' G`i`_J�G�StG�o�$�a�`' `0�21�' 1233"� Q�e<<e' .1 iv(` J`� ��► 3� �. a�a ore �2 a� �� �a G` S 2 P 5 Qr ,,a,.-1---g �� May 14,2009 Mr. Downer K. Davis, Jr.,P.E. r---1-�• RECEIVED.4.i____q ,09 Davis Engineering, Inc. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 RE: 1509 2nd Avenue, Tybee Island Dear Mr. Davis: Following are the resolutions to comments received from your office on May 11, 2009: 1. The elevation of the slab beneath the structure was labeled as "slab elevation" and the datum (NAVD 1988)was indicated. 2. A benchmark was added to the plan on the same datum as the slab elevation. 3. The flood zone information was added under general notes. The base flood elevation is also on the NAVD 1988 datum. S. cerely, i t. Z�f / Pierre M. Milward DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc(a�bellsouth.net May 11, 2009 '09 Diane Otto, Zoning Administrator � ----51 --- City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912)786-9539 RE: 1509 2nd Avenue Dear Mrs. Otto: 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. The slab elevation shown beneath the structure is erroneously labeled as the finished floor elevation. As on all projects the minimum finished floor elevation should reference the minimum flood zone elevation shown on the latest FIRM panel. The plans should clarify the finished floors and topographic information are on the same 1988 vertical datum. I can sign off on a revised submittal addressing these matters when available. I could not find a benchmark. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2090250B 5- II - D5 PaYea -ro sec QJ"Z ePAG a,�c 133 - ii5$0 } RECEIVED c)cd8-o9 DRAINAGE CALCULATIONS FOR 1509 2nd AVENUE TYBEE ISLAND, CHATHAM COUNTY, GEORGIA EMC PROJECT NO: 09-0072 fir ,4:CICAS MAY 2009 i Fvrc �1� 1509 2nd AVENUE HYDROLOGIC REPORT TYBEE ISLAND, CHATHAM COUNTY, GEORGIA EMC PROJECT NO: 09-0072 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 drainin g toward 2 n d Avenue. 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 Two post-development conditions were considered. The first post-development scenario consists of the old house that was recently demolished. This scenario is referred to as `old post-development'. The site was comprised of a single story house, wooden decks, a shed, and gravel driveway. The second scenario consists of a new proposed three story house with wooden decks and gravel driveway. The second scenario is referred to as `new post-development'. Old Post Development Basin Physical Data Total Area= 0.11 acres Buildings, gravel and Grass Soil Type = Chipley Urban Old Post-Development CN= 87 Time of Concentration= 5 min. RUNOFF CALCULATIONS STORM POST-DEVELOPMENT (CFS) 25-YR 0.82 New 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 Hydraflow Table of Contents New.gpw Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Thursday,Apr 30,2009 25 - Year Hydrograph Reports 1 Hydrograph No. 1, SCS Runoff, PRE-DEVELOPMENT 1 Hydrograph No. 2, SCS Runoff, POST OLD 2 Hydrograph No. 3, SCS Runoff, POST NEW 3 IDF Report 4 1 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Thursday,Apr 30,2009 Hyd. No. 1 PRE-DEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 0.697 cfs Storm frequency = 25 yrs Time to peak = 12.08 hrs Time interval = 1 min Hyd. volume = 2,172 cuft Drainage area = 0.110 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 8.00 in Distribution = Type Ill Storm duration = 24 hrs Shape factor = 484 PRE-DEVELOPMENT Q (cfs) Hyd. No. 1 --25 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 1 2 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Thursday,Apr 30,2009 Hyd. No. 2 POST OLD Hydrograph type = SCS Runoff Peak discharge = 0.820 cfs Storm frequency = 25 yrs Time to peak = 12.07 hrs Time interval = 1 min Hyd. volume = 2,656 cult Drainage area = 0.110 ac Curve number = 87 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 8.00 in Distribution = Type Ill Storm duration = 24 hrs Shape factor = 484 POST OLD Q (cfs) Hyd. No. 2 --25 Year Q (cfs) 1.00 - 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 Time (hrs) 3 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Thursday,Apr 30,2009 Hyd. No. 3 POST NEW Hydrograph type = SCS Runoff Peak discharge = 0.830 cfs Storm frequency = 25 yrs Time to peak = 12.07 hrs Time interval = 1 min Hyd. volume = 2,705 cuft Drainage area = 0.110 ac Curve number = 88 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 8.00 in Distribution = Type Ill Storm duration = 24 hrs Shape factor = 484 POST NEW Q (cfs) Hyd. No. 3 --25 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 Hyd No. 3 Time (hrs) 4 Hydraflow Rainfall Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Thursday,Apr 30,2009 Return Intensity-Duration-Frequency Equation Coefficients(FHA) Period (Yrs) B D E (N/A) 1 51.2636 12.6000 0.7740 --- 2 91.3961 17.6000 0.8575 ----- 3 0.0000 0.0000 0.0000 5 148.2774 24.8001 0.9030 ------- 10 206.6890 29.5001 0.9388 ------ 25 358.7860 37.0000 1.0084 ---- • 50 563.1262 43.0999 1.0694 --- 100 820.8243 48.4998 1.1176 File name:say ga.IDF Intensity= B/(Tc + D)^E Return Intensity Values(in/hr) Period (Yrs) 5 mine 10 15 20 25 30 35 40 45 50 55 60 1 5.57 4.59 3.93 3.46 3.10 2.81 2.58 2.39 2.22 2.09 1.97 1.86 2 6.31 5.31 4.61 4.08 3.66 3.33 3.06 2.83 2.63 2.47 2.32 2.19 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 6.92 6.01 5.33 4.79 4.35 3.99 3.69 3.43 3.21 3.01 2.84 2.69 10 7.44 6.55 5.86 5.30 4.84 4.46 4.13 3.85 3.61 3.40 3.21 3.04 25 8.28 7.39 6.68 6.09 5.59 5.17 4.81 4.49 4.22 3.97 3.76 3.56 50 ' 8.95 8.05 7.31 6.69 6.17 5.72 5.33 4.99 4.69 4.42 4.18 3.96 100 9.61 8.70 7.93 7.29 6.74 6.26 5.84 5.47 5.15 4.86 4.60 4.36 Tc=time in minutes.Values may exceed 60. Precip.file name:CHATHAM.pcp Rainfall Precipitation Table (in) Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr • SCS 24-hour 3.60 4.75 0.00 5.90 7.00 8.00 9.00 10.00 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Channel Report Hydraflow Express Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc. Thursday,Apr 30 2009 12 IN. HDPE @ S=0.3% Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.10 Q (cfs) = 0.053 Area (sqft) = 0.04 Invert Elev (ft) = 10.00 Velocity (ft/s) = 1.30 Slope (%) = 0.30 Wetted Perim (ft) = 0.64 N-Value = 0.010 Crit Depth, Yc (ft) = 0.01 Top Width (ft) = 0.60 Calculations EGL (ft) = 0.13 Compute by: Q vs Depth No. Increments = 10 Elev (ft) Section Depth (ft) 12.00 2.00 11.50 1.50 11.00 - 1.00 10.50 0.50 10.00 0.00 9.50 - -0.50 0 1 2 3 Reach (ft) Depth Q Area Veloc Wp Yc TopWidth Energy (ft) (cfs) (sqft) (f ls) (ft) (ft) (ft) (ft) 0.10 0.053 0.041 1.30 0.64 0.01 0.60 0.13 0.20 0.224 0.113 1.99 0.93 0.10 0.80 0.26 0.30 0.498 0.198 2.51 1.16 0.20 0.92 0.40 0.40 0.856 0.294 2.91 1.37 0.30 0.98 0.53 0.50 1.277 0.395 3.23 1.57 0.39 1.00 0.66 0.60 1.710 0.493 3.47 1.77 0.48 0.98 0.79 0.70 2.128 0.588 3.62 1.98 0.56 0.92 0.90 0.80 2.480 0.674 3.68 2.22 0.63 0.80 1.01 0.90 2.703 0.745 3.63 2.50 0.68 0.60 1.10 1.00 2.536 0.785 3.23 3.14 0.71 0.00 1.16 Hydraflow Express - 12 IN. HDPE @ S=0.3°% 04/30/09 Channel Report Hydraflow Express Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc. Thursday,Apr 30 2009 12 IN. HDPE @ S=1.24% Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.10 Q (cfs) = 0.109 Area (sqft) = 0.04 Invert Elev (ft) = 10.00 Velocity (ft/s) = 2.64 Slope (%) = 1.24 Wetted Perim (ft) = 0.64 N-Value = 0.010 Crit Depth, Yc (ft) = 0.01 Top Width (ft) = 0.60 Calculations EGL (ft) = 0.21 Compute by: Q vs Depth No. Increments = 10 Elev (ft) Section Depth (ft) 12.00 2.00 11.50 1.50 11.00 1.00 10.50 - 0.50 ems'= 10.00 _._.. 0.00 9.50 -0.50 0 1 2 3 Reach (ft) Depth Q Area Veloc Wp Yc TopWidth Energy (ft) (cfs) (sqft) (ft/s) (ft) (ft) (ft) (ft) 0.10 0.109 0.041 2.64 0.64 0.01 0.60 0.21 0.20 0.456 0.113 4.05 0.93 0.14 0.80 0.45 0.30 1.012 0.198 5.10 1.16 0.28 0.92 0.70 0.40 1.739 0.294 5.92 1.37 0.43 0.98 0.95 0.50 2.596 0.395 6.58 1.57 0.56 1.00 1.17 0.60 3.476 0.493 7.04 1.77 0.69 0.98 1.37 0.70 4.326 0.588 7.35 1.98 0.80 0.92 1.54 0.80 5.041 0.674 7.48 2.22 0.88 0.80 1.67 0.90 5.496 0.745 7.38 2.50 0.92 0.60 1.75 1.00 5.155 0.785 6.56 3.14 0.94 0.00 1.67 Hydraflow Express - 12 IN. HDPE @ S=1.24% - 09/30/09 Channel Report Hydraflow Express Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc. Thursday,Apr 30 2009 15 IN. RCP @ S=0.3% Circular Highlighted Diameter (ft) = 1.25 Depth (ft) = 0.13 Q (cfs) = 0.097 Area (sqft) = 0.06 Invert Elev (ft) = 10.00 Velocity (ft/s) = 1.51 Slope (%) = 0.30 Wetted Perim (ft) = 0.81 N-Value = 0.010 Crit Depth, Yc (ft) = 0.01 Top Width (ft) = 0.75 Calculations EGL (ft) = 0.16 Compute by: Q vs Depth No. Increments = 10 Elev (ft) Section 12.00 11.50 11.00 10.50 10.00 9.50 0 1 2 3 Reach (ft) Depth Q Area Veloc Wp Yc TopWidth Energy (ft) (cfs) (sqft) (ft/s) (ft) (ft) (ft) (ft) 0.13 0.097 0.064 1.51 0.81 0.01 0.75 0.16 0.25 0.407 0.176 2.31 1.16 0.12 1.00 0.33 0.38 0.902 0.310 2.91 1.45 0.25 1.15 0.51 0.50 1.551 0.459 3.38 1.71 0.38 1.22 0.68 0.63 2.315 0.617 3.75 1.97 0.50 1.25 0.84 0.75 3.100 0.771 4.02 2.22 0.61 1.22 1.00 0.88 3.859 0.919 4.20 2.48 0.71 1.14 1.15 1.00 4.496 1.053 4.27 2.77 0.80 1.00 1.28 1.13 4.902 1.164 4.21 3.13 0.86 0.75 1.40 1.25 4.598 1.227 3.75 3.93 0.90 0.00 1.47 Hydraflow Express - 15 IN. RCP @ S=0.3% - 04/30/09 Soil Map—Bryan and Chatham Counties,Georgia MAP LEGEND MAP INFORMATION Area of Interest(AOI) M Very Stony Spot Map Scale:1:620 if printed on A size(8.5"x 11")sheet. Area of Interest(AOI) Wet Spot The soil surveys that comprise your AO1 were mapped at 1:20,000. Soils A Other Please rely on the bar scale on each map sheet for accurate map Soil Map Units Special Line Features measurements. Special Point Features Gully Source of Map: Natural Resources Conservation Service 1,■ Blowout Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Short Steep Slope Coordinate System: UTM Zone 17N NAD83 ® Borrow Pit Y x. Cla 5 of ^ Other This product is generated from the USDA-NRCS certified data as of Y P Political Features the version date(s)listed below. • Closed Depression f„ Cities Soil Survey Area: Bryan and Chatham Counties,Georgia x Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 Gravelly Spot Oceans Date(s)aerial images were photographed: 9/5/2007 ni Landfill Streams and Canals The orthophoto or other base map on which the soil lines were h Lava Flow Transportation compiled and digitized probably differs from the background ,++ Rails imagery displayed on these maps.As a result,some minor shifting 416. Marsh or swamp of map unit boundaries may be evident. • Mine or Quarry " Interstate Highways © Miscellaneous Water ✓`° US Routes p+ Perennial Water Major Roads v Rock Outcrop .N Local Roads - Saline Spot Sandy Spot Severely Eroded Spot p Sinkhole i) Slide or Slip /3r Sodic Spot ▪ Spoil Area Stony Spot "ri lla Natural Resources Web Soil Survey 2.2 4/30/2009 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOl Cuc Chipley-Urban land complex 1.5 100.0% Totals for Area of Interest 1.5 100.0% USDA Natural Resources Web Soil Survey 2.2 4/30/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 �MEN5 OF Ty �NSEfVry� T� UNIiED STATES oti= ^� STATE OF GE G�� DEPARTMENT OF THE INTERIOR ' a N• ,w sue' GEOLOGICAL SURVEY Ma x',49 c�O<oi .�sJe DEPARTMENT A NATUR �h3 8 cJOr GEOLOGIC AND WATER RED 80° 2'30"� 513000.E 5 26 1130 ,SAVANNAH 31 KM. 4848/- SE 82.°02- mm, 14 �J FORT PULASKI 70 KM. 50' 516 517 (TYBEE ISLAND NC 1.„..,-.2...: d ( e . ` 1 44 A/ !�i` 2 rti/� } R r r7«pl3 i,'O I ; j• 7T. / �j / ,./ i Q a540onomN ' r � �� i / ••E ��`\�� `�` j ^[r[�/', �JC. 7 .- 1 I_,� r / \t1. V� ¢) r .,,,,zi.„,„.., ,./.>, ,,,,,37,,.,,,,,,:::,,..;:. .:....., „ :, . _,.,,,...!,....,:.. .,:..:.,,„;,i,7.,,,,„,,,‘< k ® , ,, . 1., , i,,, , .. , x Ti,',.. , -- 4 -' ..y 1 _, ! � \'WV011 ' + hl ar 11� t�\ bI � � 1 f f` ', +'t ICU1+. , 6 3, « 2, .#� r` ,:r' . ,, 41�J C , ,�Ma I i i I '1 3539 ,. ,,. 4 *t 1\ 1,� ral�' r 1 If� �- 1 i 3 Y 1 �� Z�! ... -._.` .- r/ /,.� i Yi _. 11 ter! �� � } _. r' �'� � _._ ._ • i !• : ( I % • ri i .r ` J .% - — -- -- $p r�° f ,%' ;' I r 5. GENERAL NOTES: STRUCTURAL LOAD LIMITATIONS: ATTENTION LOCAL INSPECTIONS 4 _ ° I. ALL GLAZING NITHiN 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES FLOC UVE LOAD: SFISIEC 1 nan• SET-UP INSTRUCTIONS FOR THIS MODULAR UNIT ARE INCLUDED BY ATTACN3dENTj/TO ESE PLANS ANY PLAN ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFELY, TEMPERED OR ACRYLIC -40 PSF A. 2 SEISMIC USE GROUP. SET WHICH DOES NOT INCLUDE AN ATTACHMENT ENTITLED'INSTALLATION INSMC11061S"ARE INCOMPLETE PLASTIC.SHEET. 2. FLOOR DESIGN UVE LOAD - 40 PST. ROOF LIIE LOAD: • c.1 °c SEISMIC FORCE RESISTING SYSTEM BUILDING SITE INSTALLATION I T S 3 I 7 20,19 81 . MAXIMUM WIND SPEED- 140 MPH(3 SECONDS). -16.0 PSF for 10/12 D. 0 S ,b1IC DESIGN CATEGORY. 4. O XUPANCY TS RES/3E1111AL (R-3) E. SIMPUFIED ANALYSIS PROCEDURE, "" t COQ)) 5. OCCUPANT LOAD IS BASED ON 1 PERSON PER 200 SQUARE FEET OF FLOOR AREA. F. Sds=0,50 SPECTRAL RESPONSE COEFFICIENT. NOTE THAT THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND ''+'t THAT MAY 8E REWIRED 6. CONSTRUCTION IS TYPE VB WIND LOAD: G. Shc =0.22 SPECTRAL RESPONSE COEFFICIENT. FOR A COMPLETE INSTALLATION. ALL Si1E RELATED ITEMS ARE SUBJECT TO LOC Ti: CliON APPROVAL oitie 7. MINIMUM CORRIDOR WIDTH IS 36 INCHES -WIND SPEED= 140 mph at 3 SECONDS K. V=2,61 Kips DESIGN BASE SHEAR, , 1. FOOTINGS,FOUNDATION WALLS,PERS AND TIE DOWNS k a WWNDOWIS,GLASS,DOORS, SHALL COMPLY WITH AAMA/NWWDA 101 /I.S.2. -WEND IMPORTANCE FACTOR = 1.0 or 0.09V/ 2. BUILDING DRAINS,CLEANYJ1 ,AND HOIX(-UP TO PLUMBING SYS11 �' 9, DATA PLATE k INSiONIA AFFIXED TO THE INSIDE OF THE ELECTRICAL PANEL BOX COVER. -WAND EXPOSURE CATEGORY= 0 3, ELECTRICAL SERVICE HOOK-UP(INCLUDING FEEDERS)10 THE BUILDING, .` ("may £ t• 10.STATE LABEL AFFIXED TO NE INSIDE OF THE KITCHEN SINK CABINET DOOR OR LOCATED -INTERNAL PRESSURE COEFFICIENT=0.18 ROOF DW BAD: 4. THE MAIN ELECTRICAL PANEL AND SUB-FEEOERS(MULTI-UNITS ONLY.). `^, a 4 t ELSEWHERE PER GEORGIA REQUIREMENTS: ROOF COMPONENTS: A. Pg = 20 PSF GROUND SNOW LOAD, 5, CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING UNE(S)-(MULTI-UNITS`0NL'1`�- ' IL FLOOR PLAN MAY BE'MIRRORED'(SLOE TO SIDE)OR'FLIPPED'(TOP TO BOTTOM). -ZONE 1 >s -32,3 psf B. Ps=15.4 PSF SLOPED-ROOF SNOW LOAD. 6. ELECVTRiCAL SHUT-OFFS)AT HVAC EQUIPMENT. . -ZONE 2= -113.0 psf C. Cs=to SNOW EXPOSURE FACTOR. 7. ALL HVAC EQUIPMENT DESIGNED AND INSTALLED CN SDIE BY OTHERS. -ZONE 3= -113.0 psf D. is= 1,0 SNOW IMPORTANCE FACTOR. B. ENERGY CODE COMPLIANCE FOR HVAC ALL HVAC DESIGN,DUCTWORK,AND EQUIPMENT. ELECTRICAL NOTES: WALL(WINDOWS&DOORS): E Ct= It SNOW THERMAL FACTOR. 9, GAS LINES CONNECTION TO EQUIPMENT AND/OR APPLIANCES -ZONE 4 N. -63.4 psf F. Pub=23.1 PSF MAX.UNBALANCED LOAD. ID.PORTABLE FiRE EXI NGUISHER(S). -ZONE 5= -78.4 psf 11. STRUCTURAL AND AESIHEfIC INTERCONNEC110N5 BETWEEN MODULES(MULTI-UNITS ONLY). 1.ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE OVERHANGS 12 EXTERIOR WALL FINISH AND MATERIAL ARTICLES OF THE NATIONAL ELECTRICAL 000E(NEC). -ZONE 2&3= -99.3 psf 13. WINDOW STORM SHUTTERS(IF APPUCABLE). 2.II-EN LIGHT FIXTURES ARE INSTALLED IN CLOSETS,THEY SHALL BE SURFACE MOUNTED OR 14. BOTTOM OF FLOOR WHO PROTECTION(F APPLICABLE) RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LUMPS.SURFACE THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF 15. FTRESTOPPNG AT MATEUNES(IF APPUCABtE). INCANDESCENT FIXTURES SHAD.HAVE A MINIMUM CLEARANCE OF 12'AND ALL OTHER FIXTURES OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. FLOOD LOAD: 14, BUILDING IS DESGNED FOR INSTALLATION ON A PERMANENT FOUNDATION AND iS NOT INTENDED TO BE SHAD.HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM"STORAGE AREA AS DEFINED BY 1HIS BUILDING SHALL NOT BE LOCATED, IN WHOLE OR IN PART,IN A FLOOD MOVED ONCE INSTALLED. NEC 410-8(0). HAZARD AREA AS ESTABUSHEO BY NE AUTHORITY HAVING JURISDICTION, 16. THERMAL EXPANSION DEVICE. 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED PATH READILY ACCESSIBLE UNLESS SET ON A FOUNDATION DESIGNED IN ACCORDANCE MIN ASCE/SET 17. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR 25.NE FLOOD RESISTANT FOUNDATION SHALL BE DESIGNED BY A 18. AIR ADMITTANCE VALVES. CIRCUIT BREAKER SHALL.BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE REGISTERED DESIGN PROFESSIONAL AND CONSTRUCTED TO RESIST ALL FLOOD 114E SWATCH OR GROUT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE LOADS WITHOUT TRANSFERRING LOADS TO THE MODULAR STRUCTURE OF BEING LOCKED IN THE OPEN POSITION, i 4. HVAC EQUIPMENT SHALL BE PROVIDED A UNIT YAIH READILY MARKED DL' O TON ADJACENT ADRIAN f I O W F S 1 \ ^ o 1D THE EQUIPMENT sERUm. A UNIT SWITLIH wilt A MARKED LOFT'PosTION THAT IS A J` PLAN INDEX: PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL _ `J BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO () " D of Community Affa rs PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. Goo 60 Executive Park South NE HWY. 80 EAST, ADRIAN, GA, 31002 1. COVER SHEET 8, CROSS SECTION 5.PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN Atlanta Georgia 30329 2. ELEVATIONS- STANDARD 9. CONNECTION DETAILS MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 1BO-9 OF THE NEC 21 ELEVATIONS-W/OPT.PORCH 10. ENDWALLS BY LOCAL ELECTRICAL CONSULTANT. Industrialized Buildings Program CODE SUMMARY: 3. FLOOR PLAN 11. PORCH DETAILS 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS SITE INSTALLED AND (404)679-3118 3.1 FLOOR PLAN-UPPER LEVEL 11.1 PORCH DETAILS-CONTINUED SUBJECT TO LOCAL JURISDICTION APPROVAL IB @,dca.state.ga.us Mr MENU- E1ECIPoGL ik-OL OCAL P IAEING MERCY 4. TYPICAL FLOOR FRAMING 12. STAIR DETAILS- 8' CEiLING 7. ALL CROWS CROSSING OVER MOOLLE MATING LINES)SiAU.BE SITE CONNECTED WITH 5. ELECTRICAL PLAN-STANDARD 12.1 STAIR DETAILS-9'CEIUNG APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTORS 2066 5.1 ELECTRICAL PLAN-UPPER LEVEL 13. DORMER DETAILS- OPTIONAL 8. ALL OUTLETS LOCATED WITHIN 6 FEET OF A SiNK OR BASIN SHALL BE EQUIPPED WITH GEO 2006 In will 2006 N 2606 NC 19tH 2009 9C 1101 TS a B. PLUMBING SCHEMATICS v.� 98080, 2637,2004 a 2999 191112009 GA 2007,MS,k 2069 2037,2364 anon PROTECTION. CA.91016HEN16 M10434ENts ck,,.110176 1 G.PLEN1791003 wog 7. N/A(HVAC-DESIGNED&INSTALLED 0.SELO.) 9. SMOKE DETECTORS SHALL BE WIRED SO THAT THE OPERA11OR OF ANY ONE SMOKE • RC Connell 0.1991-101017 k MEOWS DETECTOR WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHERS. 1a ALL RECEPTACLES LNSTAL.IED IN WET LOCATIONS(EXTERIOR)SHAT-BE IN WEATHER PROOF(WP) Filed-For-Record: Feb 20,2009 ENCLOSURES, THE INTEGRITY OF WHlCN IS NOT AFFECTED WHEY AN ATTACHMENT CAP IS Tracking Number: 2009-97566 INSERTED OR REMOVED. 11.PER NEC(2008)210.12(A)lc(B); (A)DEFINITION: ARC-FAULT CIRCUIT INTERRUPTER(AFC). A VICE INTENDED TO PROVIDE OS.B.O.="ON SD1E BY OTHERS' PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARCATERISTICS UNIQUE TO p ARCING AND BY FUNCTIONING TO DE-ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. FOUNDATION D R A Y Y tAI I N G S (IF REQUIRED): (B)ALL 120-VOLT, SINGLE PHASE,15 ANO 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS • INSTALLED IN DWELLING UNIT FAMLY ROOMS,LIVING ROOMS,DINING ROOMS,PARLORS,LIBRARIES, NOTE DENS,BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS,HALLWAYS,OR SIMILAR AREAS MODEL: #M 8/�02 P -FOUNDATION DRAWINGS AND DETAILS ARE NOT INCLUDED TIM THIS SUBMISSION PACKAGE FOUNDATION TO SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-TYPE, MODEL:n v W V E vT V I BE DESIGNED BY A UCENSEO DESIGN PROFESSIONAL AND INSTALLED BY OTHERS,SUBJECT TO 714E REVIEW, INSTALLED 1D PROVIDE PROTECTION OF 114E BRANCH CIRCUIT. INSPECTION AND APPROVAL OF NE LOCAL JURISDICTION HAVING AUTHORITY. STATE INSIGNIA&DATA PLATE AFFIXED TO THE INSIDE OF THE ELECTRICAL PANEL BOX COVER PLUMBING NOTES: MECHANICAL NOTES: 1. ALL PLUMBING FIXTURES SHALL.HAVE SEPARATE SHUT-OFF VALVES. 1. HVAC SYSTEM NOT SHOW IN THIS PACKAGE.HVAC SYSTEM TO BE DESIGNED AND INSTALLED 2. WATER HEATER SHALL HAVE SAFETY PAN WITH I INCH DRAIN TO EXTERIOR, 143 P REUEF ON-STE BY OTTERS VALVE iANN DRAIN TO EXTERIOR,AND A SHUT OFF VALVE WITHIN 3 1+11 ON A COLD WATER 2, RESiROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. SUPPLY UNE. 3, VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 1 WATER PIPES INSTALLED IN A WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE 4. HVAC LOAD IS ASSUMED. IF ACTUAL HAG LOAD EXCEEDS LOAD SHOWN THE ELECTRICAL PANEL HEATED SIDE OF THE WALL INSULATION.WATER PIPING INSTALLED IN AN UNCONDITIONED ATTIC WING MUST BE RE-EVALUATED BY LICENSED DESIGNER (DESIGNED BY OTHERS). 33a+aA non PAR SHALL BE INSULATED WITH AN INSULATION CF R-6,5 MINIMUM. O + A APPROVAL Adrian Horn es 4. DwY SYSTEM SHALL BE EITHER ABS OR PVC �j�, coat ripe �, A DIIISXON OF ALLIANCE HOMES, INC, 5. WATER SUPPLY LINES SHALL BE POLYBUTYLENE,CPVC,COPPER OR PENT WHEN POLYBUTYLENE �4„/ ,OCCUPANCY R-3 HWY. Vi EAST, ADRIAN,GEORGIA 31002 SUPPLY ONES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS 180'F �C,tSTR Rooras No 1 PCCIBUTYLENE PIPE SHAH BE INSTALLED IN ACCORDANCE VII THE MANUFACTURER'S MATELINE FIRESTOPPING: r�o 2 C 5 ° MODEL NUMBER: #M8402P UMLTATIONS AND INSTIHUCTIOtES, r:^ kN6 ABLE N'[ 7 iso 6. BUILDING DRAIN AND CLEANOUIS ARE DESIGNED AND SITE INSTALLED BY OTHERS,SUBJECT TD (3 sm.GUST)1+P..()� S :C,Y _ 73119 RATING or • LOCAL JURISDICTION APPROVAL �' WALLS 6 DRAWN BY: LOW 7. TUB ACCESS PROVIDED UNDER HOMEE,UNLESS OTHERWISE NOTED, FIRE BLOCKING AT MATEUNE AND AIR INFILTRATION STOPPING SHALL BE INSTALLED BETWEEN PLAN No. mtg. 1e15.1347 8. SLOWER STALLS SHALL SE COVERED VAN NON-ABSORBENT MATERIAL TO A HEIGHT OF 72 MODULES FIRE BLOCKING MATERIAL SHALL BE FIRE SATING INSULATION AND/OR U/L USiED EIRE tH� I CCU f { AttaA FLOOR LOAD 40 DATE: 02/03/09 ,REVISED: INCHES ABOVE FINISH FLOOR. CAULK FOR GAPS FIRE SAFiNG INSULATION SHALL BE SUPPORTED ON NON-COMBUSTBLE SUPPORTS "j f/It 9. PROVIDE THERMAL EXPANSON DEVICE IF REQUIRED BY WATER HEATER MANUFACTURER CR SUCH AS METAL FLASHING. ssm6C 6E7aN CAT 6 HWC JOB NUMBER: 1815-1047 SYSTEM INSTALLATION ON SITE BY OTHERS. j� r ,V,p8yT 1 f) TO.A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED ANY AIR GAPS BETWEEN MODULES AT FLOOR AND CUING LINES AND ANY OTHER PENETRATIONS °! i a ;1 y au ADRIAN DWG. TYPE: COVER - GEORGIA UNLESS OTHERWISE APPROVED. WATER HAMMER ARRESTORS SHALL BE INSTALLED WI THROWN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKEIED,WEATHER-STRIPPED, WRAPPED ,/I-� • H. THISNiTDMUST BE CONNECTED TO APUIIUC WATER SUPPLY AND SEVER SYSTEM W THESE �1E INSTALLED. 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I ♦^.14 03.11.,e.!.-'rei4e.r' �e,04.4 rs'!:v�.04,110+r�~+i 1+111'1::1 ' ,•aI fed�.w Ver i,Vire rNite:ew�oOli w.w_Ve a tvii�. .eitoi_.w:41.�..w.i�w.�,,igtoll:,w;,, ,443♦ „�.r .♦ Sri,-!l r+•r�+rte+11,3.4:•♦3.163:•+swa S`Pi +•d•+O:. t*tw tw�f�rw twC•p_Iw��w tw �r*rw,tw 1wS wa( h tw:!rw t�ww,,.•w twSfw,4ts: 034:.�_♦� �♦�.• ♦�•�:.r�,.�:.�..•�A'+y�•,�/•1, s.�+.••:i+i L •!al.•!.NeeiD.•2 �.1�:r�:dieo elemie•eeeo!:11 iii1NO.Wairdieen !al..4 r qy.♦n... w♦ ♦.rpr.r r!♦,.r r 8♦.1♦..4.1.r r r r,r♦.t...•••• 38"x80`OPT.ENTRY REAR ELEVATION LEFT ELEVATION SCALE: 1/8`=1'-0" SCALE 1/8"=1'-O` WiNDOW SCHEDULE EXAMPLE O i 38'x80'SINGLE HUNG �,1S a Tg, Adrian Horn es 2 30'x36`SINGLE HUNG T �' c0 A DIVISION OF AtLANCE HOMES,INC. 3 30"x36`GLASS BUNG No 23075 HWY. 80 EAST,ADRIAN, GEORGIA 31002 - FR0EESS'ONAL MODEL NUMBER: #M8402P FLEVATION NOTES: " 'G:NE .' T=4 i f DRAWN BY LOW 1.SEE CROSS SECTION FaR METHOD of ROOF VENTILATION. DATE: 02/03/09 REVISED: i 2.FOUNDATION ENCLOSURE OM PROVIDED)MUST HAVE 1 SQUARE FOOT NET VENT AREA PER ! HWC JOB NUMBER: 1815-1047 1/1501h OF THE FLOOR AREA, A 22'x3& MINIMUM CRAWL SPACE ACCESS AND A 8 MIL POLY GROUND CO'ER,SiTE INSTAIIFD BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. DWG. TYPE: ELEVATIONS 3. STEPS,RAILS, &DECKS TO BE DESIGNED AND BUILT BY OTHERS ON SITE,iN ACCORDANCE 11-1/RD PARTY: HL AORa WWNER, CARTER NOTES: MTH LOCAL COOES, REQUIREMENTS AND INSPEC11ONS. 1627 SOUTH MYRTLE AVE. CL.EARWATER, FL 33758 SCALE: 1/8"=1-0" PAGE : 2 i f11l11[1111111111l11181i11181111111lIIIi1i111111111111111111i11i1111111111111I11111l11111111i11111111111111111111 i `� X 1181u1111a111111 MIII11111n11111n111111111111111111118111111111 111n1111111111111n111/MINIIIIIIII11IIIIII x ,, 111111/111111111111111iIIRUIIIRIl1111u111IIIIn1111111�IMION111R111II11mn1111111111111n111111111u111111 / 1:1 FEB �1 w� 1 1 ) ouncion tionci111ii8111118111111111111111111181Ii11 81lIII111ntro 1118111 enisi111llfiRll11111I111I1 ti--- I IR11111RI1111RI1ill81U118111111111111111111181111[8111ii1111i11111l111111111ouni I11i11111111i1111N11I 111 Iii r , II111111111111 111111111111 1111111111111111111111i11111NIIR1111181111111111 1111111111111 1111111111111111111111111111 O 111111111111111 11111111111111111R1111111n111RIn1IR111111111111111111181n1118n111Rn111111111111111111111111111 12 ' yiT IIulII1IIf8111118IIIII11I11 11111IIIRII111RIIIil81II11111IIIIIIu111R111Ii111111I11[1i1IIIIi11111D1111IIi/ 1or� \\., `\� 111111111111111110111111111111111111111111111111111111111111111111118Ii11181111111111111111111R111111111111R1111 � `N�`'�---- ,c),:, ' 1111111111111111811111111111181111 11111111111 1111111111111111118111118H1111111111811111111111111111111111111111I t Ur‘,.. 1111 111111/1111111UII111R11111111111111111111811I11R11111111111111111111111111811111Ri111IRIIIIIIMII11U11111 1111/1P1_Ui1i INIII111IERNIIIMM1111i�111i1 111lIiI1111�I1111MI1111 1t[Ill�illil�I1111 11111Mlliill �; n 1 all -c- co = . .....=-- Nitzsi 1 1 III _. -, _t_ III ,_-.= __.. 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(f r mi,--,...... =_ =roil r �. :lit �.Il•I. I )•! C ;11.1=1.1 III l 1111111 �l ..,,... ,, 1I_ MN ...... ,...... 11_____ -- `•7.. '.7 • ', wr••.V w�zZi,w∎■•r,x ��w•s Z��w�.;4624 ��1 7; 1A.S I w�# :4r;V:rzli II. - ��7���lor V le v'►vv4:•::.;.;•-;:� �� �:•�•�-•�:•�•�,'i�"1�•��!�i•�•��1�•��1*•��il� IA • i�'•���'1�1 • ;,i. �■1 ����11�+� * �� ' �, 1► ��♦i'i•♦0•• I.: I �� �� 4.,V !w ie �,!+;ems x11:. �;ii•st t el s;:w���I=meet•„err.•.!.•..�.-w+"- I. ++j���j�,►�j�j'�j�♦♦j�j�j���4 �i���►�����1��.:...*; :1... _ _��i����'►����ktliee:eit.•!.•!:•!a_•al.al.•otiez.z4•t i`:•.••3 i !ere e.!_ ecioN eek.i._...... ...... .. . .. —.......ri Ir��..♦o..�_.4. :!:0 sir CPT,PORCH 36"x80"OPT.ENTRY 36'x80'OPT.ENTRY THTH PORCH __.... REAR ELEVATION LEFT ELEVATION SCALE: 1/8•=1'-O• A SCALE 1/8•=1"-o" VANDOW SCHEDULE EXAMPLE: O / ___'__- G`S 7E Adrian Homes I 36•x60'SINGLE HUNG 2 Fa • No 23e 75 HWY.80 EAST,ADRIAN,GEORGIA 31002 A DIVISION or ALLIANCE HOMES,INC. 2 3O'x36 SINGLE HUNG PRorEssroNAL 3 30'x40"SINGLE HUNG-SAFETY GLAZED MODEL NUMBER: #M8402P ' EIfVATION NOTES: d _ '` tAl <> i DRAWN BY: LOW 1.SEE CROSS SECTION FOR METHOO OF ROOF VENTILATION, 17 •1 DATE: 02/03/09 REVISED: 2.FOUNDATION ENCLOSURE(WHEN PROVIDED)MUST HAVE 1 SQUARE FOOT NET VENT AREA PER ,�+++!'' f/ HWC JOB NUMBER: 1815-1047 1/150th OF THE FLOOR AREA, A 22'x36'MINIMUM CRAWL SPACE ACCESS AND A 6 MIL POLY , GROUND COVER,SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL.AURISDICT1ON. DWG. TYPE: ELEVATIONS — W/ OPT. PORCH 3.STEPS,RAILS,$DECKS TO BE DESGNED AND BUILT BY OTHERS ON SITE,IN ACCORDANCE THIRD KRTY HIILBDR { VIER, CARTER NOTES: WITH LOCAL CODES, REQUIREMENTS AND INSPECTIONS. 1827 SCLITH MYRTLE AVE. CLEARWATER, FL 33756 SCALE: 1/8"=1'-0" PAGE : 2.1 ,�.r�'z�;>•�rte, <, , . Ny` e 13'-33/4' / 5-� �, 9'-4-f/2' V 11'-lf 3/4' / A lr _�. q 0 t 1'-8' SAFETY 22'-1'/ 28'-6" 34'-1' € €B L 3040 AV 3036 3660 ty 1 0 \ \ - '... 361 k I l jiI OSEF 3 \ J E IN■24 - •-�3 24 M io J = . ' • - ACCESS Q IIIII o rn ��0 `IzU 01� m \ MASTER BATH 6 O KITCHEN PINING ROOM ° 1 H-- o ;,` 13'-2'x11'-4 Y ., °i 1 ■ 145.44 Sq. Ft. ■ .1 Q on �,rFi �0 1 '° 14.66 IGHT REQ'D. AY Qy E 7.33 VENT REO O . \ 32 \ I c ..asp 32 ♦ °' 32 fi \ ? \; 2)1 1/2°x9 1/4' LVI.CLNG. BEAMS PER MODU 1 To f (2) 1 1/2"x9 1/4' LVL CEILING BEAMS PER MODULE 1` �r 32 ma N q„ r" IC AOn�p BATH #2\ /It`ll JF{r[ N7 )RASTER BEDROOM ViR ipp 15'-2"x18'-0" r 251.37 Sq. Ft. 1' 20.11 IGHT REQ'D. ce 10.05 VENT REQ'D )JY1NG ROOM Mi Q 1HANDRML 14'-9"x13'-2: z a° WF- 183.31 Sq. Ft. l4 'i a O rail 14.66 IGHT REQ'D. c O uo 7.33 VENT REQ'D I p_.. f1.. - 32 MEM 0 MI i 0 Mil • -'- HANDRAIL SAFETY GLAZE To ' FCNERAL NOTES f EGRESS W/OPT. DOOR 1.All COLUMN STUDS SHALL BE GLUED/NAM?TOGETHER, \ \ \ J ( t c I 36(OPT) i PVA GLUE WITH 100%COVERAGE. 3660 3660 3660 3660 2.INSTALL(2)STEEL STRAPS AT EACH STUD OF EACH COLUMN 26 Ga.x 1 1/2'Will (7)7/16"CROViN x 1 1/4'STAPLES 2'-0"/1, 11'-6"1 26'--n 1/4'1, 31'-7" PER STRAP,FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR 3.COLUMNNSTUDS SHALL NOT BE NOTCHED OR BORED. / i5'-10 i/4" / 5'-8 3/4' f, 3'-4 1/2" 15'-2 3/4' ,' 4" 4.DOOR SIZES ARE SHOWN IN INCHES&REFLECT DOOR OPEN'G. ABREVIATIONS: COLUMN SCHEDULE: / 40'-0' //#!fir 8 -$' I l:■.. n t. 4."1641.I+ vrR VENT 114tU ROOF W/RIDGE BEAM BRG.STIFFENER �11A 9 THIRD PARTY: HILBORN, WERNER. CARTER AV AUTO VENT OW DISHWASHER *(2)2X4 SPF f2 EACH HALF & 7 SOUTH �NtS T41Q fi 1627 salmi MYRTLE AVE. REF REFRIGERATOR C (3)2X4 SPF 2 EACH HALF FL00 R PLAN vo 230 J CLEARWATER, FL 33756 NIt WATER HEATER O W WASHER F:(4)2x4 SPF 112 EACH HALF SCALE 3/16'=1'-0" FROFES ONA 0 DRYER ©(5)2X4 SPF f 2 EACH HALF .Caa.d I"I CI I� .�.o m es 6HEARWALL CONSTRUCTION DOOR SCHEDULE WINDOW SCHEDULE ; 1. A holden shall be provided at each "shear-wall mark'location on the plan abovs. The wall between marks she. G)Nt Y, A DLVISION OF ALLIANCE HOMES,INC. I constructed ae specified In the table below. ,•+:_- HWY.80 EAST, ADRIAN,GEORGIA 31002 - LrL sa f>ESCRW1101l �. Au 10 SE S�Yt£HUNS 110TH nSULLIED aAaxc fu-.%1 2. In corners, where two hddowns are required(one In each arthogond direction) the lower capacity holdown may be ALL P15505 ALLLRE 101ST 039f0LY vent s1a srOPCS.esi. omitted when the wills ore interconnected to transfer the lower chord force to the larger anchor. . : 0 L NUMBER: #M$4a2 P 16 • 19'.b3'xt-3/8" 8-PANEL HRIOp'ME (z)2x4 wF/2 uL alai I E REM m BEST 43 v4+.eas C EEG ' --• 1,2'x14'sNEn-USt RIME aria t>sEO N utu cc 24'Fir-eEtx. 3. Stagger all fasteners spaced 2'GO,or Less, h multiple rows with the raves staggered not lass than f.5'apart _ 24 24'.113".1-3/9' a-PAL HOUN CM (2)2.4 SIC.2 3 FULL MONT yes: ,: ::, 2 JAM SUS PER 6e4c 4. Truss(es)shall be placed over each interior ehearwall and the truss(es)that be sheathed In the same manner as ,h ' r R AWN BY: LOW 2e 2rustrs1-s�8 6-PNk1.KIM am (2)2.4 CFF/2 1.6. StlE ,.:.•.• CLAM AREA VENT AREA the*all below, 2 /z L. 5. Altemote bddown of equal or greater capacity may be substituted for holdawns specified 1� 30 30'ta7xi-3/E e-PVe2.1IC*Ww aoHE (2)244 SP V0 1490 14".of (2)244 5E*Az y �' DATE: 02/03/09 REVISED: 32 3z.11o'.t sfa' s e Hataa acaE (2)2.4�F(a 2490 24'.110' (z)2x4 S92 769 si.& 399 can 6. Hddowns to be installed in accordance with manufacturers installation instructions. 7. 1%41ere holdowns are to be installed on-site, a dearly mmked access panel shag be provided. HWC JOB NUMBER: 1815-1047 311 311'.113"4-3/8' 11-44,43.MOW EVE (2)2.4 SPFJrl r 3030 3a`.39' SO4aE 14140 (2)2.4 9412 653 NA 2.711 eq.R. 8. Fasten ahearwall bottom plate to double joist(below) with 1804 1/2" screws at 4'on center seocfng. n'' 8. Fasten shearwalt top late to double truss bottom chords(above)with¢12X4 l/2'screws at 4 on center spacing. DWG. TYPE:FLOOR PLAN --- - LWSBEOi ono (2)2.4 sPPI2 2040 30'.4a' y oP P n 22.1711'x1' LXAM tg7AL axe (2)2e4 SEM ssaa 36'x Ur 5602LE resit SHEARWALL SCHEDULE 3989 36'.113`x1-3/6' e1SUL 6-PNitt.51EC (2)2c4 92 hark Sheathing Fastening Framing Hofdown NOTES: 31635. 30'.s3"x1-3/9" 0821L.0-1I1E s1ED. (2)2x4 SPrp 7/16'Structural Sheathing, 0.131'x 1.75"nails 2x6 SPF 0 16'oc (i)USP PHDB-SDS3 ( sm _ 2 x,,2 3",1-3/9' ` ° ° (2)2x1 nw 4.-I MIES 0270*MS pt1H 01oUmo a beat(U-a3n ) A\ Both Sides, Blocked , 4/12(edge/Sold) - (2)2x6 SPF Studs SCALE: 3/16"----1'-0" PAGE 3 1 [f \ i ' F 112001 44)8-= e f -- >, _COI t d ACCESS6'fr' -/t ,, 22x30 MIN Y�f5 ar, ..t NOTE: MOVE GABLE ENDWALL UPPER LEVEL UNFINISHED. ALL WORK DONE ON SITE AND WITH OPTIONAL PORCH SUBJECT TO LOCAL REVIEW AND APPROVAL ATTIC ATTIC ACCESS AS REQUIRED PROVIDED ON SiTE BY OTHERS. ACCESS 22x30 MIN e' / ,r _mod _ _ _ _ _ _ 32 _ _ _ _ _ _ _ '�` o 5 cn o r HANDRAIL -` / /47 MOVE GABLE ENDWALL WiTH OPTIONAL PORCH 1 vt�n grin _ .. ATTIC ATTIC ACCESS ACCESS DES T E 22x30 22x30 �� h' O MIN MIN VO 230'5 wv GENERAL NOTES el PROFE,S ,0 Al 1. AIL COLUMN STUDS SHALL BE GLUED/NAILED TOGETHER, PVA GLUE WITH 100X COVERAGE. 2.INSTALL(2)STEEL STRAPS AT EACH STUD OF EACH COLUMN — — — ` /ONES.' 26 Ga.x 11/e WiTH(7)7/16" CROWN x I I/4" STAPLES 21'_61/2" PER STRAP,FROM RIDGE BEAM TD COLUMN AND COLUMN TO / / 3-1' / 15 4 1/2' / FLOOR JOIST. 9 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. :1, ��``, 4. DOOR 512ES ARE SHOO IN INCHES&REFLECT DOOR OPEN'G 44'-O' fi'-0' _ �f . ABRENATtONS COLUMN SCHEDULE: / OPTIONAL PORCH / /7( , ViR VENT THRU ROOF W/RIDGE BEAM ERG,STIFFENER / 46'-0'PATH OPTIONAL 6'PORCH / k THIRD PARTY: HILBORN.WERNER. CARTER AV AUTO VENT DW DISHWASHER (2)2X4 SPF 12 EACH HALF 1 7 SOUTH REF REFRIGERATOR �C (3)2X4 SPF EACH HALF FLOOR PLAN CLELEARWAIER MYRTLE 56 WTI WATER HEATER w WASHER :(4) 2X4 SPF p EACH HALF D ORYER SCALE: 3J16'=1'-D" 0(5)2X4 S'F#2 EACH HALF .mod r i a n .t.0 rn es SHEARWAU.CONSTRUCTION DOOR SCHEDULE WINDOW SCHEDULE 1. A hoidown shall be provided at each"sheared'mark"rotation an the plan above. The wail between marks shalt be A DIV£SION OF ALLIANCE HOMES,INC. constructed as specified In the table below. HWY. 80 EAST. ADRIAN, GEORGIA 31002 LO. Ma DE93D'1)a RUMS ALL MOOS 10 It SOW MI6 1611£mum twat(a..se). 2. In comers, where two holdowns are required(one in each orthogonal direction)the lower capacity Nekton may he MODEL NUMBER: #M8402P ALL MRCSS moon lass'°WRY MTh PC SECnc R31. emitted when the watts are interconnected to transfer the lower chard force to the larger anchor, 1e It1'x67'xt-3/e' 6-PAWL natI M CORE (2)2x4 SPF92 ALL MOMS SNAIL 9E CESGREO ID RESIST 49 Pas k KO a Sta er dl fasteners 24 2460'aa/9' 4-PANEL£roI£nw pass (u as srr t 1.2.,14 VAEO-Ieu R DEW u n 6t to of 24 FtY-aaw. 99 Vaasa 2"no,cr less,la multi*rows with the rows staggered not lass them 1.5"apart {s)F1AL FEAR stuns eRAERN 6amows,(2)Jags seas PER Ie6ow. 4. Truss(es) sftdi be placed over each Interior sheorwoll and the truss(es)shall be sheathed in the some manner as DRAWN BY: LDW 26 28.47.4-315. s-PARR.Iwu.wr CORE (2)b4 s'rd2 LO. SIZE CM:1110N REARM GLAZED e2 a wxT AREA the wall below, 3a Jexsa'x1-3/6' s-PAMa I£a CORE (2)as�rR uea 14x80' Sta.1:£#.a£c (2)2x4 Scc#2 5. Alternate hddoren of equal or greater capacity may be substituted for hddowns specified. DATE: 02/03/09 REVISED: 22 3Yxeo'n-s/a" "IX-Pal-C4!caRE (2)2+SPF/2 246a 24•x eo' s__ab Iaxc (2)2x4 SvFiZ 7ss"'It' aa3 xy n 6. Hddawne to be installed In accordance with manufacturers installation instructions. 7. *ere holdawne are to be instaried on-site,a deers marked access panel Mid be provided. H WC JOB NUMBER: 1815-1047 os 36')40•x1-s/a' a-P;ve-trounw CORE (2)see spun - s 30'x as" E rota (2)2et 6 I2 ass w.R 277 qrt 8. Fasten shearwall bottom plate to double Joist(below)with 18X4 1/2`screws at 4'on center lacing. -- — 1OUVEM DM (2) to sN2 zoo 30'x40' SAFETY MALED (2)23+spc/ 8.26 xQ.1L 114.04 8. Fasten shearwall top plate to double truss bottom chords(above)with 112X4 1/2"screws at 4 on center spacing. DWG. TYPE 2nd. FLOOR PLAN n 22'374'x1 ttavrteEB WEAL DOOR (2)2x4 SPFp't 3600 36'a se swat OM (2)244 SPFft 1220.ea. 8.14 e11. SHEARWALL SCHEDULE 3680 36'360'x1-3/e• 60/1.a-PAM151Er1 (2)24 Sff/t _ Mark Sheathing Fastening Frnming Holdswn NOTES: seem 3a' )'xi-3/6' seal a-trrsm L (2)214 ORr12 7/i6'Structural Sheathing, 0.131'x 1.75'nails 2x6 SPF 0 16'nc (1)UV PHDS-5DS3 5l rr 'sI-3/s' 4.,.;., ? ' ' (2)2x6 SPU2 '-t SEWS 9770 was SMAatm SA21RG(U.c22mx) AN Both Sides,Blocked 4 12 ed,e field 2 2x6 SPF Studs SCALE: 3/16"-1'-0" PAGE 3.1 OS IP< , 46'-0" t , '-.-.�----'°.4 0\\ .II-6" •'-," 2x10 #2 SYP PRESSURE HEATED RIM / 7 N'" FULL DEPTH BLOCKING Al 24" O.C. OPTIONAL PORC JOIST FOR A MINIMUM DISTANCE OF J I , 1 FASTEN END JOIST WITH WITHIN (2) JOIST SPACES OF THE 4'--0" 4' GREATER THAN THE DEPTH OF 1 " FOUNDATION WALL PER I.R.C. R404.1 (4) 4 MINIMUM ' THE PORCH (TYPICAL BOTH SIDES). t € ' (7) .131x3" NAILS -e t -`11111114,/". \RINI i I -------------- SPLICES TO BE STAGGERED A xs =s . t . ,� MINIMUM OF 4'. NO BUTT JOINTS IN \\:-A\, f ,„,k<...ik a■,.."I I I I I I 1 1 I I I I•_....■... 11- EDGE JOIST IN PORCH AREA (TYP) _ I INSTALL P.T. 5/4 SIP DECKING IN PORCH AREA. FASTEN EACH BOARD -I 2x10 SPF JOISTS AT 1s^as MI') I TO EACH JOIST WITH 2-.120"x3" NAILS liji. 41411Z/ I 1111111111111111111111=111111 I 111111•1111111111111111111111111 R 111111 IlI11I■I i 1 otto„ I I A SEE PAGE 11 SECTION "A-A” li� LAP 7/16" O.S.B. SHEATHING DOWN OVER DOUBLE JOIST (3/4" MINIMUM) AND FASTEN TO 2x10 #2 SYP JOIST i 2x10_SPF#2 JOfSTS AT 1s•©.c,(TYP) ��I SEE SHEET #11 (PORCH DETAILS) FOR INIIIIIMININIMIl i B-2 B- COMPLETE PORCH FRAMING INFORMATION SEE PAGE 11 1 1 DETAIL "B-2" 011 j _ 2x10 SYP #2 FLOOR JOIST AT 16" .ltdld,dddllggl 1111 0,C. INSTALL P.T. JOISTS IN PORCH AREA ONE LAYER OF 23/32" T&G OSB - DOUBLE 2x10 #2 SPF RIM JOIST. FASTEN INSIDE JOIST TO DOUBLE 2x10 SYP #2 JOISTS UNDER STURDI-FLOOR, EXP-1, 24" O.C. MAX. WITH EACH SIDERAIL WITH (6) ,131"x3 1/4" P.D. NAILS. FASTEN SHEARWALL AND AT END OF PORCH OFFSET SEAMS, FASTENED WITH 100% PVA DBL SIDERAILS TOGETHER WITH .131"x 3 1/4" P.D. NAILS AT FASTEN TOGETHER WITH .131"x3" GLUE AND 0.131x3" NAILS, 6" O.C. EDGES 8" O.C. STAGGERED TOP AND BOTTOM. (TYPICAL) NAILS 6" D.C. (TYP) THIRD PARr. do A SOCWEESER. CARTER AND FIELD. (TYPICAL) cs2i E. W 5s � Adrian a Igo e s ,S drl n m ' A°lV4510N OF ALLIANCE HOMES,NC. NO�3�.j HWY. SO EAST, ADRIAN,GEORGA 31002 PPOFESIO���L MODEL NUMBER: #M8402P 410iNt. y ' DRAWN BY: LOW ,* I DATE: 02/03/09 REVISED: "' •--0 HWG JOB NUMBER: 1815-1047 -' ' DWG. TYPE: FLOOR FRAMING TYPICAL FLOOR FRAMI \ G DETAIL NOTES: SCALE: 3/16"=1'-0" . SCALE: 3/16"=1'-0" PAGE : 4 ,x(2 17 2e09 5 5 WP �E t WP �.. / © I GFT c .`F\ ,f s 1= I ,,3 gbh,T, - .-GF41._ .r• • X El mmt2n CFI L /C:It\7r- 1214 1 4 4 QL ill 1 U 3 I a 1.e t 5' ( 'I ■ j a 1,00 YT} g: .1/8 ,.---11)-5 O F- '3, r I - I t' 3 wmw�i re / ‘,._../ +� ',��v31 ELECT. /f/ — j 22 22 3 4�• / \ / 0 3 i — ;1 :*(Ii O�' TO AT \\ 7 I LLJJ 2nd. FLOOR \ ( NERAL NOTES 1. SMOKE DETECTORS TO BE WIRED TO ACTIVATE ALARMS SIMULTANEOUSLY IF I 1 ( T `"� ANY DETECTORS ARE ACTIVATED. I Q L 2. HVAC SYSTEM IS DESIGNED BY OTHERS,SITE INSTALLED.SUBECT TO LOCAL I I I 7 �� BUILDING OFFICIAL REVIEW AND APPROVAL I ■ z �} ' 3. ALL CIRCUITS TO BE COPPER NM EXCEPT HVAC AND RANGE CIRCUITS TO BE I y a �/ 4. DISCONNECT REQUIRED INSTALLED NEAREST THE POINT OF ENTRANCE OF' it`\ !ME EST F-// a O SERVICE CONDUCTORS r t (� 5. SMOKE DETECTORS LESS THAN 20'FROM A RANGE MUST BE PHOTOELECTRIC 1 ��� 22 I OR IONIZATION TYPE SMOKE DETECTORS. I 6. 2°08 NEC-125V 15A/20A RECEPTS SHALL BE LISTED TAMPER RESISTANT ( I RECEPTACLES. 7. 2008 NEC-125V 15A/20A EXTERIOR RECEPTS IN DAMP/WET LOCATIONS , 1 1 ... SHAH BE USTID WEATHER-RESISTANT TYPE.. 1 5 \ 1 7 7" 7" 111 / lI e MODULAR PANEL SCHEDULE -_, 7„4■Imo._,.... g NUk6E DESCRIP11ON LIGHT do SWITCHES © WP 1 12-2 20 I toffs AT OPT. DOOR 7 7 LOCATION 2 00 12-2 20 1 SHALL APPLIANCE 3 AFa 12-2 20 1 LIGHTS ELECTRICAL LEGEND 4 GFa/AFa 12-2 20 y SeIAIL APPLIANCE ,r 120/240V PANEL ELECTRICAL PLAN 5 AFC1 12-2 20 1 LIGHTS •1:- WCANDES(2NT LIGHT 6 10-3 25 2 WATER HEATER 4- LIGHT IN ATTIC WITH SNATCH SCALE 3/18'=1' 0' THIRD PARTY: &ASSOCIAl7ZSER, CARTER p 1627 SCUtH MYRTLE AVE 8 CLEARWATER, FL 33758 $ 20A 120V SINGLE POLE T0C[X.E SNATCH 7 AF t1 12-2 20 1 0(2115 $a 20A 1261/3 My TOGGLE SWITC}I 9 12-2 20 1 20A 12 0V DUPLEX RECEPTACLE PANEL SZIT{� � (yt T 9F Adrian !_ 10 12-2 20 1 GROUND FAULT RECEPTACLE(WATER T PROTECTED TED 2 2 S4.FT.X 3 WATTS/SG.F7 =4.9 Kw 2.'f_75 I a I 1 o m e s it 1z-z 20 1 WASHER NO[ter 2-20AMP APPLIANCE CKTS(1S) =3.0 Kw FRCFES:S ONA_ 1 12 _ 4- 50 CFIJ EXHAUST FAN(CEN.ING MOUNT) LAUNDRY=IT =2.4 Kw A DIVISION OF ALLIANCE HOMES,INC. 6-3 40 2 RANGE 200 AMP M. 80 EAST, ADRIAN, GEORGIA 31002 - 14 -£4, Ulti a LIGHT,WEATHERPROOF PANEL RANGE =9.8 KW r 13 12-2 20 1 aSIWASHER(GPTRONAL) DRYER =5.2 KW �'� L NE, MODEL NUMBER: #M8402P Um sum DETECTOR 13 WATER HEATER -5.5 KW r 17 16-3 30 2 DRYER ® COMBINATION S1ACRE/G0 DETECTOR LxSHWASHER =1.2 KW i * �,. (t DRAWN BY: LDW t6 CF'a 12-2 20 1 BATH(GED BEAKER OR RECEPT) UT THERMOSTAT TOTAL =31.8 KW 12-2 20 , HVAC GERO RANGE HDGX1 =':: "_ DATE: 02/03/0 REVISED: - 18 STUB 1-1/2" FIRST 10KW 0 100% 10.00 NW f 19 PER MANU. FACTORY INSTALLED 0 CAN LIGHTING EMPTY CONDUIT REMAINDER o 40%(21.6 X.40) -8.7 KW / HWC JOB NUMBER; 1815-1047 28 INSTRUCTIONS NM ASYSTIN E INSTALLED 5 TELE1/ISIN OWLET FUTURE USE FOR HVAC-(ASSUME 20.90) 20.9 Kw 21 12 2 20 I t d TELEPHONE(XTOET TOTAL =39.8 KW-39,800 WATTS DWG. TYPE: ELECTRICAL 2'RIGID METAL. / 39,600 WATTS/240V0LTS =185.0 AMPS=200 MAP SERVICE 22 AFq 12-3 20 1 SUM ALARMS D/W DISHWASHER CoNDUIT0R RIGID NOTES: NON-METALLIC PER 24 NEC _ SCALE: 3/16"=1'-0" PAGE : 5 F R F. B ,•,...,co) f — _ _ 1 r \-,,,,,,1/4 ifT, ,,,,..,,s, „,,,c7 V// n • • J I!i - 5 I GFT4ERAL NOTES; 1. SMOKE DETECTORS TO BE WRED TO ACTIVATE ALARMS SIMULTANEOUSLY IF I V i ANY DETECTORS ARE ACTIVATED. 2 HVAC SYSTEM IS DEIGNED BY OTHERS,SITE INSTALLED,SUBJECT TO LOCAL / WILDING OFFICIAL REVIEW AND APPROVAL S. ALL aRCULTS TO BE COPPER NM EXCEPT HVAC AND RANGE CIRCUITS TO BE TO LIGHT CODER SE CABLE. &SWITCH 4. DISCONNECT REQUIRED INSTALLED NEAREST THE POINT OF ENTRANCE OF AT 14 FL SERVICE CONDUCTORS 5. SMOKE DETECTORS LESS THAN 20'FROM A RANGE MUST BE PHOTOELECTRIC IJ s ii.r)„ _. OR IONIZATION TYPE SMOKE DETECTORS. 6. 2D08 NEC- 125V 15A/20A RECEPTS SHALL BE USTED TAMPER RESISTANT RECEPTACLES 7. 2008 NEC- 125V 15A/20A EXTERIOR RECEPTS IN DAMP/WET LOCATIONS SHALL BE USED WEATHER-RESISTANT TYPE 8. AF(x BREAKER TO NOT BE INSTALLED ON SMOKE ALARM CIRCUIT(CKT X22} IN SOUTH CAROLINA ONLY. . MOO(ILAR PANEL SCHEDULE CIRCUIT MIRE BREAKER DESCRIPTION NUMBER SIZE 116P POLE 1 ;Ea 12-2 20 I UGHIS 2 GFCI 12-2 20 1 SMALL APPLIANCE 3 APO 12-2 20 1 LOTS ELECTRICAL LEGEND 4 cFa/AFO 12-2 20 ' 5MNL APPLIANCE ., t2D/x4(1v rANL — ELECTRICAL PLAN — O P Tf O N cis\ ' 5 Am 12-2 20 t UGHTS INCANDE5CFNT UGHT SCALE 3/16'=1'-0' THIRD PARTY; HLL80RN, WERNER. CARTER &ASSOCIATES 6 s LIGHT IN ATTIC WM%MN 1627 SOUTH MSYRTLE AVE. t0-3 25 2 WATER HEALER � 20A 120V 51101E POLE TOGGLE SIMTC 1 CLEARWATER, FL 33756 7 4Fd t2-2 20 1 UGH1S $a 20A 120V 3 WAY TOGGE SATTCH 9 12-2 20 1 20A 120V DUPLEX RECEPTACLE PANt1 SANG 10 t2-2 20 1 i5. DUPLEX REGPTACLE(WATER PROOF) 1640 SOFT.%3 WATTS/SO.FT- =4.9 KW J 11 12<2 20 1 WASHER 4. GROUND FAULT INTERRUPT PROTECTED Ad r f( n Ho f 71 e s 56 CFR E%HAUST FAN k7LING MOUNT} 2-201UdP APPLIANCE CKTS(1.5) =3.0 KW A DIVISION OF ALLIANCE HOMES,INC. (AUNDRY CROW =24 KW 12 8-3 40 2 RANGE { 200 AMP HWY. BO EAST, ADRIAN, GEORGIA 31002. 14 - - F ECIERICR LIGHT,WEATHERPROOF SERVICE RANCE •&6 XW PANEL13 12-2 2D 1 DI NWASI#R{OPII(k1Al} O SMOKE DEtECTOR DRYER .5.2 KW , MODEL NUMBER: #M8402P 15 30 2 DRYER COMBiNA1X)N STOKE/CO DETECTCIR WATER HEATER .5.5 KW .L`•' j - 17 10-3 a DISHWASHER =12 KW ry DRAWN BY: LOW 16 X O 12-2 20 1 BATH(GEC!BREAKER OR RECUT) 0 -THERMOSTAT TOTAL =31.8 KW ' DATE: 02/03/09 REVISED: -- t8 12-2 20 1 HVAC SERNC£ GE H� FIRST 10KW 0 100% 1000 KW - STUB 1-1/2' 19 PER MENU. FACTORY INSTALLED 0 CAN LIGHTING EMPTY CONDUIT REMAINDER d 40%(21.8 X.40) .8.7 KW H WC JOB NUMBER: 1815-XXXX INSTRUCTIONS FURNACE SITE INSTALLED ® TELEVISION CUTLET THRU FLOOR FOR HVAC-(ASSUME 20.9KW) 20.9 KW • 20 FUTURE USE 21 12-2 20 1 4 TELEPHONE OUTLET TOTAL -39.6 KW-39,600 WATTS DWG. TYPE: 2nd. FLOOR ELECTRICAL ART 12-3 20 t SMOKE ALARMS 2'FWD METAL ' 39,600 WATTS/240VOLTS =165.0 AMPS=200 AMP SERVICE 22 A D/W DISHWASHER CONDUIT OR RIGID NOTES: NON-METALLIC PER NEC SCALE: 3/16"=1'-0" PAGE : 5.1 24 NOTE: PIPING BELOW TO BE SITE INSTALL - ,-:-. OTHERS. t "�` I J � jL 7 I AV AV AV • -., ,'N:::\,,,, 11/2' (3 ( . 1., a ■W.OPT. 18 TO 30' ;2m Sm 2PT 2' 3" 1/2t 1 " 1 1/2' PT ': Vey°�.... ----,r , ` r iP�2. 3" 2" T ;' IV (, ,:=,:1 1/z' I 1/2.Jr S,.._....r...33. m Ir—Snir 2.J' 1 1/2" TYP. KIT. SINK (DWV) TYP. LAV (DWV) W.C. (DWV) TYP. SHOWER (DWV) TYP. WASHER (DWV) TYP. CORNER TUB (DWV) SCALE NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE NONE SCALE: NONE DWV SYSTEM SCALE: NONE NOTE: THIS BUILDING REQUIRES A 4`BUILDING DRAIN. PLUMBING NOTES: (WATER SUPPLY LINES I GA-WATER HEATER REQUIRES 72 OPH DRAW T. COPPER, CPVC, OR OTHER APPROVED OR LISTED MATERIALS MAY BE USED.ALL SIZING OF PIPE,+OR-, MUST MEET OR ————— HOT EXCEED ANY APPLICABLE CODES. 2. AIR ADMITTANCE VALVES(AV)SHALL CONFORM TO ASSE COLD 1051.THE ADMITTANCE VALVES SHALL BE LOCATED A MINIMUM OF 4 INGIES ABOVE THE HORIZONTAL DRAIN OR AU„LINES 1/2"UNLESS NOTED FIXTURE DRAIN BEING VENTED AND MUST BE INSTALLED IN ` WELL.VENTLATED SPACES OR PROVIDED WITH VENTILATE) t` HO;aE.B!@ ACCESS DOORS. K-31. 3. ALL HOT WATER PIPING IS ON LEFT SIDE OF FIXTURE. 1 r �_ 11/e INLET---w 1/2" 3/4' fit$ten IT b NO 23075 \ . 3/4 ./ PROFESSOf, 1 ■ j--<1/2. V.<� • IC 3/4' 4/0I N 0 SHOWER - \ 41/- 3 4`�■■ /2' [ b 1/2' /f� TUB I/2' �i \\\ i q� 1/2• / 1/2'la 1/2"J L/ 1f22 , 1/2' THIRD PARTY: ILDOR , WERNER.ER. 1/2' U ��\ 312" \` // :. 1/2• CLELEARWATER, Ft 33756YE. /2. , \ I/2. 1/2"�``i HOSE,RIR 3/4 3/4` °� ."-. Adrian Home s �1/2. 1/2" A DIVISION CF ALLIANCE HOMES.INC. 1/2" HWY, 50 EAST, ADRIAN, GEORGIA 31002 �2. MODEL NUMBER: #M8402P DRAWN BY: LDW ABBREVIATIONS: AV AUTO VENT DATE: 02/03/09 REVISED: VTR VENT TNRU ROOF x WATER CLOSET HWC JOB NUMBER: 1815-1047 LAI LAVATORY HOT & COLD WATER SUPPLY 21. SHOWER DWG. TYPE: PLUMBING SCHEMATIC . a DISHWASHER SCALE: NONE TUB BATHTUB NOTES: K-SNK KITCHEN SINK SCALE: NONE PAGE : 6 iF1hfHRAGM_NOTE: VENTILATION NOTE: MATELINES flRESTOPPING Ff f ROOF DIAPHRAGM REQUIRES \ `i BLAgONG 10'-0"FROM EACH SOFFIT,RIDGE AND OR GABLE VENTS TO BE EQUAL FIRE BLOCKING AT MATEUNE AND AIR I IFiLTR 1iON STOPPING ' 1 END WITH 2-1/4" x 15 Ga TO 1/150 OF TOTAL ROOF AREA.(1HIS MAY BE SHAM BE INSTALLED BETWEEN MODU R BL G T611AL"t rift t STAPLES 4" oc BOUNDARY AND R-30 INSULATION OR R-30 BLOWN REDUCED TO 1/300 WHEN A VAPOR BARRIER OF 1 SHALL BE FIRE SAFING INSULATION ANT$ 11/L Mel 1`. a,. 4"oc OTHER. INSULATION Will CEILING PAINT<i PERM PERM IS INSTALLED IN ATTIC OF EACH MODULE CAULK FOR GAPS OF 1/2"all AND ''OR LARGER GAPS F r i FIRE SAFTNG INSULATION SHALL BE SUP. ON ON - NON-COMBUSTBLE SUPPORTS,SUCH AS y INO. SEE DETAIL 404 ,,' `,. �,i: PAGE 9 s .GLASS SHINGLES CLASS'A'RATED ON)AS PER ASTM E108 ANY AIR GAPS BETWEEN MODULES AT FLOOR`NT,r o •S LINES 1NSTAt1ED PER MAi Jf AC1URE S L4STRUC1iONS IRC NOTE AND ANY OTHER PEt E1RATtONS THROUGH THE B. t •`.----,--- % EXTERIOR JOINTS N THE BUILDING ENVELOPE EN ARE SOURCES SHINGLES SHALL COMPLY WITH ASTU D225 OR D3462) ENVELOPE SHALL BE CAULKED, GASKETEO,WEA1Hx' .: i- � : Of AR LEAKAGE (AROUND DOOR AND WANDOW FRAMES BETWEEN WRAPPED OR OTHERWISE SEALED TO LIMIT UNCONTROULEI'"A1RL--=-°- WALL CAVITIES AND DOORS/WINDOWS BETWEEN WALLS AND FOUNDATIONS,ROOFS,CLJUNGS AND WALL PANELS; OPENINGS AT /.:.i 1101/ BY S AND 511E INSTALLED.AND INSTALLATION t5 DESIGNED UTILITY SERVICES THROUGH WADS,FLOORS AND ROOFS; AND '�J ANY OTHER OPENINGS iN BUILDING ENVELOPE SHALL BE CAULKED, �` •RU���r�sr�1ta ` --ID INSULATION WITH GASKETED,WEATHER STRIPPED AND/OR SEALED BY AN APPROVED =/l111�11/;/1.t/11/��t KRAFT TO INSIDE METHOD. ' .,,:;: INSTALL BAFFLES(EACH BAY)TO NOTE OLLAR TIE CDNNEC11ON PROVIDE i"AiR SPACE BETWEEN THE PER SEALED TRUSS PRINT INSULATION AND THE ROOF SHEATHING COMPLETION OF THE SECOND FLUOR STIED TRUSS 0 24 o TO BE IN COMPLIANCE' TH ALL ATTIC ACCESS OPENING NOT i-ESS THAN 22"x 3O"FOR z DOUBLE TRUSSES IN END ZONES STATE AND LOCAL DESIGN CODES, ATTIC AREA HAVING CLEAR HEIGHT 30" OR GREATER. a ALL WORK TO BE COMPLETED BY A R-38 INSULATION OR R-36 BLOWN 12 LICENSED CONTRACTOR AND lit" 18'-7 7/16`APA RATED SHEATHING-EXP.1 24/0 FASTEN IN INSPECTED BY LOCAL BUILDING INSULATION WITH CEILING PAINT<1 PERM ACCORDANCE WITH THE STATE STRUCTURAL PACKAGE, - � 10 CEILING BEAM REFER TO STATE PACKAGE OR FLOOR PLAN) 1 11\1S\ INSTALL BAFFLES(EACH BAY)TO FOR LAMINATED BEAM SPECIFICATIONS, E DETAIL PROVIDE T"AIR SPACE BETWEEN THE FASTENING,AND SPANS(Tr.) PAGE 9 id INSULATION AND THE ROOF SHEATHING DETAIL PAGE 9 2 LAYER 150 FELT JOINTS TO OVERLAP OR EQUAL SHINGLE UNDERLAYMENT .1- ,. DETAIL PAGE 9 / 4 COMPLYING WTI ASTM D226(2 LAYERS REQUIRED ON 4/12 ROOF PITCH OR LESS)- r�� '' '-13 INSULATION WITH SHALL BE FASTENED Wi1H CORROSON RESISTANT FASTENERS. GALVANIZED METAL DRIP EDGE 4�+ �����•�►. ,1' KRAFT TO INSDE e. A -„ - —— URRICANE CLK'S CAPABLE OF RESISTING 715j OF UPLIFT INSTALLED EACH ,"r '�.�.�.�•i,�,•��♦�•�, 'i. # TRUSS ON EACH SIDE PER MANUFACTURE'S INSTRUCTIONS. OVERHANG CONSTRUCTION PER APPROVED ;�4 /' APPROVED STRUCTURAL PACKAGE(TiP) .4 ;T: t2" AX.,'.• DOUBLE 2x6(3 NSTALL GALV. i-t/2`x 26 Ga,STRAP WITH(7) 1'x 15 Ga. •� 2x6 }3 SPF FACIA WITH CEMENT PLANK/FIARDIPLANK OR • 1/2"CEILING BOARD INSTALL PER PENETRATION STA/END 32"oc FROM CONTINUOUS 2x6 RUNNER OR �• i..�. SPF TOP PLATE(TYP) :.r VINYL/AIETAL COVERING �• MANUFACTURER'S INSTRUCTIONS. RIDGE BEAM TO WALL STUD AND AT OPENING STUDS PER FLOOR PLAN �� .� (TYP.EACH MARRIAGE WALL AT CEILING AND FLOOR) :• VENTED SOFFIT MATERIAL INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS EXTERIOR WALL CONSTRUCTION AND UPUFT WIND STRAPPING • '-19 INSULATION .. PER APPROVED STRUCTURAL PACKAGE 13'-8"OR 14'-10'FLOOR W1D1H % •a DETAILS FOR COMPRESSION STRIP 2x4 f3 SPF WALL STUDS 0 EXTERIOR FINISH HARDIPLANK•V1NYL SIDING,OR CEMENT PLANK, �� 16'oc TYPICAL MARRIAGE WALL INTERIOR WALL COVERING INSTAL ED 14 INSTALLED PER MANUFACTURER'S INSTRUCTION OVER WEATHER �� 2x4#2 SPF PER MANUFACTURER'S i. PROTECTIVE MFJABRANE i• BOTTOM PULE 7YP ►� ( ) INSTRUCTIONS CLASS"C`MIN. .• MARRIAGE WALL CONSTRUCTION 1NCLUDIN �. 2x6 13 SPE WALL STUDS 0 16"oc TYPICAL % BEAMS AND HEADERS PER APPROVED JOIST TO GIRDER BEAM MTH(7)0.131"x 2.5"NAILS �i %TERIOR WALT STRUCTURAL BRACING SDEWALLS: EXTERIOR WALLS(¢2 SPF ENDWALLS) :• STRUCTURAL PACKAGE OPTION: JOIST TO GIRDER BEAM WITH SIMPSON TUT 29 .• INSTALLA710(T 414 OR EQUIVALENT CAPACITY OF 456#(TYP) .�. STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP ..�. 1-I/2'x 16"x 26 Da STRAP WiTH(7)-15 Ga. �o TO BOTTOM PLATE W/SHEATHING EDGES EXTENDING 3/4'/ANNUM 1-1/2'x 16" x 26 Ga,STRAP IWTH(7) 15 Ga. • x 1"PENETRATION STAPLES PER STRAP .i OVER 2`NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR r PENETRATION STAPLES PER STRAP END AT 16" :•• END 046"oc&OPENING STUDS FLOOR PER APPROVED STRUCTURAL PACKAGE. : WALL FRAMING.A MINIMUM OF 3 FOUR FOOT SECTIONS OF SHEATHING .� 2x10 SPF FLOOR 1SH FLOORING :s PER SIDEWAN SHALL HAVE ALL EDGES BLOCKED.SPACE BLOCKED SECTIONS oc&OPENING STUDS 1a T 0 16"oc 44 EVENLY ALONG EACH SiDEW'ALL. t♦ �1t4 t� �/t1��11� J1t�i1 t1Ntf 1t1M♦� � /� tN utj ;Y / 1111j+. DFI: ii -19 INSULATION VAIN KRAFT TO -�� DOUBLE 2x10 3/6`x fi`LAGS 0 32'oc z •• GRADE SHALL SLOPE AWAY FROM THE BUILDING �� INSIDE OR R-21 BLANKET INSULATION p SEE SITE INSTALLED . NOT LESS THAN 1 VERTICAL UNiT IN 20 UNITS .-4I 11�� It% WITH VAPOR BARRIER BOTTOM BOARD , HORIZONTAL 1=iX: 11 II ' m 14:11=�1- �=- _ 1t-11=11`' =11=11=11=_�I*=II:=Iii -11=11'!11? 1-11-11:- 11'�if 11=11=11=1, 11=N=1i`1=11'-`II:"^I=II=1 1=I1=11 :,,,,.,��.,'—II—I kilo!�x.� '1=11=11= I�11=f11.11:1a11_11_li:1=11_! I1-1I '1':n ;04 11-1L 1=11: '+:ri . 4 '; •.A. 11 1=117 THIRD PARTY; HRBORN, IAE S GLAZIER -1' 111F.11=11=11--11-:��—,l-�=il- �f1=1,--�o si—�1=i1�1!� k ASSOCIATES 11=11=11=11=117-2111=11:, �— 1:111=11=11`-11=14-1i= 1627 SOUTH MYRTLE AVE. -41'#11=11=11=11=11=. . . �11...11_II�II_�' •:II 11:..11_.IN l CLEARWA7ER, FL 33756 if _ _II `" Ir , Q �� Adrian Homes ,i0'236,5 f, GEJS1L�iI W r A DINS$ON OF ALLIANCE HOMES, INC. 1. HWY. BO EAST, ADRIAN, GEORGIA 31002 14/4 a1 ,+DEL NUMBER: #M8402P 'a ► FLOOR: BLOCK,TILE, OR LINOLEUM IN BATHROOM AND OTHER WET'AREAS. t b, }} ,r.'AWN BY: LOW CARPET,BLOCK 11LE, OR LINOLEUM INSTALLED IN ALL OTHER AREAS. /Ai , , GIRDER BEAM SPANS FLOOR ONLY 20 PSF ROOF j U A TE 02 BATHTUB AND SHOWER SPACES: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUB (2) 2x10 12 SHE 8'-7' 6'-9' ° (i �Q�!Qg REVISED: WITH INSTALLED SHOWER HEADS AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A (3)2x82 SPF 9'-3' 7'-3' NONABSCRBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS • ,r ft HWC JB NUMBER: 1815—XXXX THAN 6 FEET ABOVE THE FLOOR. (3)2x10#2 SPF 11'-3` 6-11" r WADS 3/8`THICK(MIN) GYPSUM BOARD (2}1,5'x7.25 L11.„ 9'-1D` 8'-ii" �AVON: G' DWG. TYPE: CROSS SECTION (2)1,5'x9.25'LA. 12'-6' 11'-4" STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP PLATE TO 3/4"MINIMUM BELOW NOTES: FASTEN BEAU TOGETHER WITH(2)ROWS OF 0.131'x 2.5" NAILS 0 10"oc STAGGERED. LDP CF RIM JOIST KITH ALL SHEATHING EDGES SUPPORTED BY 2"NOMINAL LUMBER OF THE SAVE SIZE AND GRADE AS EXTERIOR WALL FRAMING. SCALE: NONE PAGE : 8 NOTE: TERNATE FASTENERS OF NOTE NOTE: • i j NALTERNATE ALTERNATE FASTENERS EQUAL OR GREATER VALUE EQUAL OR GREATER VALUE OR GREATER VALUE s' d t NAY BE USED. MAY BE USED, MAY BE USED. 1 1 20'19 lit) J t TYPICAL TRUSS KNEE WAIL 24" i;--,. F oc MAX. 0S8 FLOOR SHEATHING �,, F .," FASTEN ROOF DECKING it EA TRUSS , -T FASTEN CONTINUOUS RIDGE VENT PER RAIL W11H 7/16'x 4-1/2"x 16 ROOF DECKING CUT BACK 3/4'FIIT F. MANUFACTURERS SPECIFICATIONS. Go.STAPLES®3 1/2'oc MAX .— — — — — — - -- VENTILATION --. FASTEN EACH KNEE WALL STUD TO ` ALTERNATE C TOE SCREW FASTEN ��� TT 2x PLATE WITH (5) 118 x 3"SCREWS. TOE.SCREW(3) 8 x 3"SCREWS EA* (1} 5" NAIL CS22 WITH(7}O.i31' TRUSS TO EACH RAIL $—. x 2 5' NAILS EACH END OF STRAP. TYPICAL TRUSS / ,`!�' A � I� �/ o (2)2x6 TOP PLATE 7 /(�" `,rip i\�. FASTEN(I) x 3' f MN /��11a SCREW 8'oc THRU FASTEN RAILS TOGETHER PER } RIDGE BEAM THE FOU O1MNG jB x 3" WOOD SCREWS 0 B oc SI APSON US THROUGH PLATES AT SINGLE TRUSSES (T) SIMPSON H5 CLIP®EVERY DOUBLE N10 AT DOUBLE TRUSSES TRUSS INSTALL PER MFCT'S ja* TYPICAL TRUSS RIDGE BEAM MEMBERS INSTRUCTIONS NOT LESS THAN CUT END OF TRUSS TOP ON(X20 TYPICAL UPSTAIRS FLOOR ® KNEE WALL TO FLOOR AT EACH TRUSS 0 MODULE ROOF CONNECTION AT PEAK © ROOF DECKING TO TRUSS & RAIL CONNECTION O TRUSS TO SIDEWALL TOP PLATES CONNECTION NOTE: THIS DETAIL IS FOR DECKED ATTICS ONLY . 24 MIN. WIDE STRIP 23/32' NOTE' STURDI–FLOOR DECKING SITE THIS DETAIL IS FOR DECKED ATTICS ONLY 24"MIN.WIDE STRIP 23/32"STURDI–FLOOR INSTALLED AT MATING WALL DECKING SITE INSTALLED AT MATING WALL INTERCONNECTION. INTERCONNECTION. ALTERNATE ALTERNATE FASTEN (1)MSTAIB STRAP 0 FASTEN(1)MSTA18 STRAP 0 EACH CEIUNG CI EACH CEILING JOIST WITH(7) FASTEN DECKING TO JOIST VIITH JOIST WITH(7)0.148"x z.5"NAILS EACH @� ��T END OF STRAP.2.5'NAILS EACH (4)0.131"x 2.5'NAILS EACH END OF STRAP. ��G FLOOR JOIST v, . ,,�I�Ir—wires—al p pPOFr;, tt + I FASTEN EACH CEILING JOI l � i�I FASTEN MULTIPLE RIM VAIN(1)SIMPSON �` MMLIJ2ISk X FASTEN TO RIM III �Iv RAs TOGETHER WT11 G ` (3)0.131"K 2,5"NAILS %1H(12)0,131'x 1-1/2' ���. Q131"c 2.5'ROWS �)Ne-- i!1 1T1 EACH SIDE NAILS AND TO JOIST WWTH(2) nut fig, 5"oc.(2 ROWS ,y, T T CEILING JOIST II1I tit STAGGERED) ir THIRD PARTY: HO!BWERS ER, CARTER Ot31" x 1-1/2"NAILS a • ,� E 1627 SOUTH MYRTLE AVE. FA II CEILING JOIST EQUIVALENT HANGER MAYBE r ` - f` CLEARWATER. FL 33758 NAIL 0.131'M TO TOP PLATE WITH Z 2.5"NAILS USED WITH MN CAPACITY OF 0 f i1 % 1 Q5'oc. ' Adrian Homes ��r ....„,,,A,..., A DIVISION OF ALLIANCE HOMES, INC. ,�I, MAXIMUM MATING RIM BEAM SPANS �' HWY.80 EAST,ADRIAN, GEORGIA 31002 COMPRESSION STRIP �4 GYPSUM MEMBER MAXIMUM SPANS MODEL NUMBER: #M8402P (1)zxtD#2 sPF s–s• DRAWN BY:LDW (1)1.5'x9.25'LSL LAM 11'-4" (2)zx10 12 SPF 9'-7" DATE: 02/03/09 REVISED: — (2)1.5"x9.25"LSL LAM 16'-0' (1)1,5"x16•LSL LAM 19'-1' HWC JOB NUMBER: 1815-1047 DWG. TYPE: DETAILS NOTES: 0 MATING WALL INTERCONNECTION i CAPE COD 2ND FLOOR 0 MATING WALL INTERCONNECTION ABOVE OPENING SCALE: NONE PAGE : 9 I if FASTEN(2) RIDGE BOARDS TOGETHER © - ' WITH 16x4"SCREWS AT 12"O.C.(SITE INSTAU.ED) 9MPSON C522 STRAP BLOCKRIG AT 32°O.C, ( FEB 1 7 nag ),(-1 t z � I 11.1111.111■111.1111111111ralarlint /\ / \M 1'-0"MAX / \ k ir / \ SITE INSTALLED 2x6 GABLE ENDWALL f \ ° Pa``'.,, ,,,..✓„'\- r/ \ , / \ . /r \\ / \ CABLE WALL IS TO BE INSTALLED IN THE FIELD AFTER THE // \\ COLLAR TIE7 ROOF SECTIONS AND KNFEWALLS ARE IN PLACE \ (2)0.131'x 3'NAILS PER STUD FASTEN GABLE ENDWAIL TO 2x6 CHIT. RAIL // \\ TOE NAILED INTO TOP PLATE (3)0.131`x3"NAILS PER BAY / DOUBLED TRUSSES 36'FROM ENDWALL / / FRAMING FOR \\\ 7/16"APA RAT D SHEATHING /./ 3060= CONRNOUS FROM BOTTOM PLATE r WINDOW ff OF GABLE WALL TO TOP PLATE (TYPICAL) \ / HEADER HEIGHT \ a / �' �, AT UPPERFLEIEL 11::3g. NLS PER NG TEN TO LLED GABLE; ;;:; FRAMING WITH EDGES AND 4"STEN TO S CLIP ��,;, � r,�i��-S l/ - . I \ 1 O.t31`x2--1/2° NAILS EACH END V 1/2'PLY D.COMP.STRIP 2x6 ENDWAIL C GYPSUM caio BOARD i/2'GYPSUM BOTTOM CORO OF TRUSS FAS1 N TO SIDEWALL WITH (3)0.13t°x 3"NABS PER BAY SITE BUILT AND INSTALLED GABLE SIMPSON H1G-2 CUP AT DOUBLE TRUSS INTO TOP PLATE OF ENDWALL BELOW FRAMING 2x6¢2 SPF STUDS AT 16" O.C. GABLE END SECTION DETAIL 2x6 GABLE .ENDWALL DETAIL SCALE 1/4"=1'-0` SCALE 1/4'=1'-B' 7/16` OSB ROOF SHEATHING FASTEN 7 TO END TRUSSES IMTH 7/I6"x 11/2' 15 GA. STAPLES AT 4"G.C. s.+K. FASTEN 2x6 COPLTINUWS RAIL TO TOP "T' FRAMING SUBJECT TO LOCAL OFFICIAL'S RENEW AND APPROVAL iiiiiiiPP CHORD WI 0.131"x2.5'NAILS AT 6'O.C, �1STE� F� THIRD PARTY: HILBORN, WERNER, CARTER DOUBLED TRUSSES No 230 5 k ASSOCIATES FR�FESSi i 827 SOUTH IA R,iI E AVE.R SIMPSON CS22 32"O.G.(9) .131'x25" a vAL CLEARWATER, FL 33758 �� NAILS EACH END 3/4"IWO FL SHT'G ,� ' j� SITE INSTALLED 2x6 GABLE a.O t ���I. FASTEN SITE INSTALLED GABLE ENDWALL ■i IHIW4IUPI lr MTH(3)0.13Yx 3'NAILS PLR BAY TRUBOTTDS 11110 (3)III-- —�•"� — UM T0P PLATE INTO 2z6 CONT.RAIL �. INTO TOP PEATE OF ENDWALL .mod r I a n Ilo m e s 1, SMPSON H2,5 r '�� A DIVISION OF A[1 fANCE HOMES, INC. SHE INSTALLED GABLE ENDWALL �I "ii i/2"PLYWUOO/OSB COMPRESSION STR HWY. 80 EAST,ADRIAN,GEORGIA 31002 II � I� , �t ODEL NUMBER: #8402P 7/16" 056.FASTEN TO SITE INSTALLED GYPSUM CEILING BOARD ,I,�I� �� �� GABLE FRAMING 1WTH 7/16"x 1.5" x16 ga. STAPLES AT 4" O.C.EDGE HELD {6z4 1/2"SCREWS AT SIMPSON CS22 APPLIED AT THE FACTORY DRAWN B Y:LDW 11161 , 4"ON CENTER IMIH(5)013t"x2-1/2`NAILS EACH END „ I� ENDWALL TO TRUSS DATE: 02/03/09 REVISED: DOUBLE TRUSS FASTENED TOGETHER BOTTOM CHORD WITH 0.131"x2.5"NAILS AT 3"C.C. 7/16"0.5.6.STRUCTURAL SHEATHING HWC JOB NUMBER: 1815-1047 TOP CORD CF(2)TRUSSES 2x6 ENDWALL BOTH SIDES DETAIL "A" DETAIL "B" DWG. TYPE: ENDWALLS SCALE 1/2"=1'-0" SCALY 1/2".t'-D" NOTES: SCALE: 1/4"=1'--0" PAGE : 10 Q �r 2' 0' �, -z' LAP 7/1s•0.S B.SHEATHIN (2)TRUSSES y {TYPICAL) DORM OVER RIM RAIL(3/4'MINIMUM) I (2)2x10 p2 SYP PRESSURE TREATE 'RIM STS FASTEN(2)RIDGE BOARDS * ., K * x I AND FASTEN TO 2xiO/2 SYP RIM JOIST I EXTEND INTO HOME FLOOR FRAMER k'- (MIN) TOGETHER WITH ow SCREWS I I I I NOTCH AROUND DBL SIDEWALL RIM RAIL SPLICES TO BE STAGGERO 4' 0'( N) AT 12`O.C. (SITE INSTALLED) V-0" / 4-0 10-0 / bE . k 2 I FASTEN TOGETHER WITH 0.131'x3'N LS,_ 4/C TYP NO BUTT JOINTS IN POR MIN,SPLICE LAP MIN.LAP BEYOND MAXIMIUM PORCH LENGTH E t {p 2x6 GABLE ENDWALL AT EXL RIM RAIL PORCH LENGTH y'i/ / AT INT.RIM RAIL ; H / SEE SHEET#to.i FOR DUPLICATE FRAMING METHODS DE DETAILS \ L 4 Cr I AF 1, / 2x1Q p2 Sr PRESSURE TREATED RIM JOISTS°`._ ._.a, 16`O.C.IN PORCH AREA (2) TRUSSES AT GABLE END B-2 B 2 (2)2x10 p2 SYP PRESSURE TREATED RIM JOISTS AT GABLE END RIM RAIL SHEET 111.1 FASTEN TOGETHER KITH 0.131"x3"NAILS,6'0/C(TYP) 3/4' TAG- EXTEND- COMP.- TRUSS FLOOR SHTG. TOP STRIP BOTTOM PLATE OHORO , SIMPSON MSTA-12 STRAP ' I i r 5/4 p2 SYP PRESSURE TREATED DECKING � FASTEN TO GABLE ENDWALL I r j� r FASTEN EACH DECK BD.TO EACH JOIST �r�: ri�,//r �ajI3-� , AND 2x8 COLUMN POST + r r r / r WITH(2) 0.120'x 3"NAILS LV V` V —"� iii+ V-11,7/:i r r I , f - Il/'' --1 I r r r i SIMPSON H1Q (3)SIMPSON M6TA-18 STRAPS r e r r AT SINGLE TRUSSES DEL (2)2x8 p2 SYP HEADER SIMPSON HIO TOP ` FASTEN TOGETHER WITH AT DOUBLE TRUSSES PLATE INSTALL PER MFCT'S n 0.131"x3"NAILS, 6'0/C(TYP) O INSTRUCTIONS SHEET#11.1 SIMPSON MSTA-1B STRAP ' EET#11.1 (3)2x6 f2 SPF COLUMN/POST (4)2x6/2 SPF COLUMN/POST FASTEN TOGETHER WITH FASTEN TOGETHER WITH 0.131"x3'NAILS, 6" 0/C(TYP) 0.131`x3"NAILS, 6' 0/C(TYP) ' SIDING OVER 7/16`D.S.B.SIIT`G. • 5/4 12 SIP PRESSURE TREATED DECKING 12'x26 ga.FLASHING FASTEN EACH DECK BD.TO EACH JOIST (2)2x10#2 sr JOIST (1)2x10 0 SYP PRESSURE TREATED JOIST . BENT 90' I VATH(2) 0.120'x 3' NAILS UNDER ENDWALL UNDER INT.END OF PORCH EPLAT BETWEEN WALL FRM'G' Gli FASTEN TOGETHER WITH Q.131"x3'NAILS,fi'0/C(TYP) FASTEN TO ADJACENT JOIST WITH 0.13f"x3'NHL$6" 0/C(TYP) I� N PORCH JOISTS (4) P MsTA18 osAPS PORCH FLOOR / DECK FRAMING RATED AT 2,400 lb.UPLIFT 2x10 p2 SW PRESSURE TREATED O PORCH PERIMETER RIM RAIL • O SHEET p11.1 •EET#11.1 SIMPSON MSTA-12 STRAP / k'-0' 4'-0" 1Q'-0' 77i:0 R of MIN. SPLICE LAP MIN. LAP BEYOND MAXIMIUM PORCH LENGTH 0 AT EXT. RIM RAIL PORCH LENGTH AT INT.RIM RAIL t�y4`3 1-64, PORCH CROSS SECTION "A—A" 0 . No 23,.15 Pkn.PC :^.' �.,+„AL THIRD PARTY: HILBORN, WERNER, CARTER s &ASSOCIATES 1627 SOUTH MYRTLE AVE "y y a I N E . 1 CLEARWATER, FL 33756 / Adrian Homes A DIVISION OF ALLIANCE HOMES,INC. HWY.80 EAST. ADRIAN, GEORGIA 31002 MODEL NUMBER: #8402P DRAWN BY: LDW DATE: 02/03/09 REVISED: HWC JOB NUMBER: 1815-1047 NOTE$: ►.:7,. I: ,171 ,a0,1) ...r I,i:sn`.i .: Oa .MI ...1 ■ 19i Et. 1.ALL EXPOSED LUMBER TO BE PRESSURE TREATED ACC;OR CA-B YAW NO AMNIA 1. WOOD MATERIALS REQUIRED TO BE TREATED WITH A PRESERVATIVE PER IBC 2304.11 SHALL BE IDENTIFIED BY A QUALITY MARX 1N ACCORDANCE WITH AWPA STANDARDS. DWG. TYPE: PORCH DETAILS IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATIONS STANDARDS 2. TIMBER CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE RETARDENT-TREATED WOO MEMBERS SHALL BE HOT-DIPPED ZINC COATED FOR GROUND CONTACT, 12 SYP UN1F45 OTHERWISE SPECiF]ED. 3.A BARRIER BETWEEN PRESERVATIVE-TREATED ATTED OR BRONZE, RE RRETARDENT-TREATED MEMBERS CAN BE USED WHEN APPROVED BY THE ENGINEER AND/OR ARCHITECT. NOTES: SCALE: 1/4"=1'-0" PAGE : 11 DOUBLED TRUSSES TRUSS BOTTOM CHORDS \ \:. 3/4" T&G FL. SHT'G. 4� I• (. ; ayt (2. 1 (2) TRUSS BOT. CHORD COMP. STRIP CONTINUE TOP PLATE SITE INSTALLED 2x6 GABLE ENDWALL 1 FEB I 7 1 [ f OVER PORCH HEADER �" I " " t rt 'CO T (3) 0.131 x 3 NAILS PER BAY FASTEN INTO HEADER WITH �;'I 0.131"x3° NAILS, 6" O/C (TYP} INTO TOP PLATE OF PORCH BEAM BELOW Pev HURRICANE CLIP 1 �� �� .a��►j�►. ,!� 1/2" PLYWOOD/OSB COMPRESSION STRIP �} f SIMPSON H10-2 �i■II SIMPSON H10-2 .�'! ��1 `` I E- 4.. -." .,� iii n SIMPSON MSTA--12 STRAP F. (2) 2x8 #2 SYP HEADER ■ FASTEN TO GABLE ENDWALL & COLUMN POST FASTEN STUD TO END OF HDR, I P WITH (5) 0.131"x2-1/2" NAILS EACH END WITH (3) 0.131 NAILS iIIp CUT 2x6 JACK--STUD TO iiflIPr (3) 2x6 #2 SPF COLUMN/POST FIT UNDER 2x8 HDR. FASTEN(3)201 tONAILS POST TO END OF HDR. SIMPSON MSTA-1B STRAP (4) 2x6 #2 SPF COLUMN/POST DETAIL — "A" DETAIL — "C" SIDING OVER 7/16" 0.S.B. SHT'G. 7/16" O.S.B. STRUCTURAL SHT'G. BOTH SIDES OF SHEARWALL 12"x26 ga. FLASHING 2x6 SHEARWALL BENT 90' f BETWEEN WALL FRM'G, #8x 4 1/2" SCREWS II & PORCH JOISTS 4" O.C. STAGGERD 5/4 #2 SYP P/T DECKING BOTTOM PLATE All IIi.=-�n FLOOR SHEATHING _— � (2) 2x10 #2 S • ■i Y r ``�J low�1 I�RIM JOIST SIDING OVER 7/16" O.S.B. SHT'G. LAP STRUCTURAL SHT'G. (1) 2x10 #2 SYP P/T RIM JOIST DOWN OVER 2x10 RIM JOIST 3/4" MINIMUM 12"x26 ga. FLASHING NOTCH AROUND DOUBLE �s „ BENT 90' RIM RAIL AT SIDEWALL SECTION — B�-2 (3) 2x6 #2 SPF COLUMN/POST BETWEEN WALL FRM'G. AA$1: & PORCH JOISTS BOTTOM PLATE THIRO PARTY: & R�USER, CARTER 5/4 #2 SYP PRESSURE TREATED DECKING CLEA WAT MYRTLE 56 FLOOR SHEATHING II II (4) 2x6 #2 SPF COLUMN POST._..._.... , T � Adrian Homes IIPA OIVkSION OF ALIJANCE H01AES,!NG�fjj�, ��'�e HWY. 80 EAST, ADRIAN,GEORGIA 31002 , 1 �i MODEL NUMBER: #84g2P SIMPSON MSTA-12 STRAP (2) 2x10 #2 SW PRESSURE TREATED RIM JOISTS (4) SIMPSON MSTA-18 STRAP DRAWN BY: LDW 0 „ DATE: 02/03/09 REVISED: DETAIL — B DETAIL — D r) U J HWC JOB NUMBER: 1815-1047 / 1"" f T l DWG. TYPE: PORCH DETAILS — CONTINUED 7 NOTES: SCALE: 3/8"=1'—O" PAGE : 11.1 � NOTES: . � 1. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OFFf STA{MS SHALL NOT ?`. 12 EXCEED THE SMALLEST BY MORE THAN 3/8". f / 2. THE GRETAES TREAD DEPTH WITHIN ANY FLIGHT OF IR 017 'T t i 0,5 N. OPT: HVAC DUCT " ' a �' I `• EXCEED THE SMALLEST BY MORE THAN 3/8 . t;,.,. � ��._ LOCATION TOP CHORD 10 3, THE MINIMUM HEADROOM CLEARANCE IN ALL PAR . THE STAIRWAY ' UPPER LEVEL N. SHALL NOT BE LESS THAN 6'-B", MEASURED VER.'CI,1.,Y FROM THE r FLOOR SHEATHING 10'-1" r� SLOPED PLANE ADJOINING THE TRAD NOSINGS OR ''° ='THE FLOOR i REMOVE THIS PORTION OF TRUSS BOTTOM CHORD AT STAlRWELL�ENING ( � ''•. SURFACE OF THE LANDING OR PLATFORM FLOOR. \\''',"p ,,, �.�, ��,; EDGE RAIL — — _ — — — —. \�� 4. FOR STATE SPECIFIC REQUIREMENTS FOR STAIR RISE AND 1'e , '<. rr' _ ._� CHART BELOW. " BLOCKING ji NOSING M HEADER 5. STAIRWAYS ARE DESIGNED WITH A MINIMUM OF (3) STRINGERS. BETWEEN STRINGER—.. (r€ TRIMMERS 6. THE RADIUS AND CURVATURE OF THE LEADING EDGE OF THE TREAD \ ,;r+ ° = = = = _ SHALL BE NO GREATER THAN 9/16 . A NOSING OF NOT LESS THAN i HANDRAIL 3/4" AND NOT MORE THAN 1 1/4" SHALL BE PROVIDED ON STAIRWAYS 7:; ::71 7/16" 058 RISER SITE INSTALLED 3'-5 1/2" 11 WITH ED LID RISERS. THE BY MORE THAN NOSING PROJECTION SHALL NOT BY OTHERS /� w `\ U 2x12 #2 SPF TREAD ¢ STATE SPECIFIC STAIR GEOMETRY REQUIREMENTS y`=' RIP TO WIDTH 00 STATE MAXIMUM RISE MINIMUM TREAD 8 - 10" FLORIDA 7 3/4" 9" m z GEORGIA 7 3/4" 9" I-- 1/2" GYPSUM to a LOUISIANA 7 3/4" 10"lo UNDER STRINGERS 1-' ° o w `v MISSISSIPPI 7 3/4" f0" 2 N NORTH CAROLINA ' 7 3/4" 9" 2x12 #2 SPF STRINGERS- \ SOUTH CAROLINA 8 1/4" 9" A f 36" MINIMUM /—LANDING =...0 co Ln rmM t / 13--8" tsT 1/2" MAX `' Q�� BEVEL ` 1Q' 1" r / 3-5 1/2" / 1'-0" MAX. 0/H No 23Q?5 STAIRWELL OPENING FROFES3'ONL DETAIL-A f .„,,i FASCIA BOARD /VG' I THIRD PARTY: HIUaORN, WERNER, CARTER '+i, &ASSOCIATES /� %r 1627 SOUTH �3 E AVE. EDGE RAIL _ SIDEWALL BELOW '`'. • BLOCKING z DOUBLE ECH SIDE OF i —HU26-2 %f,I BETWEEN STRINGER ¢ 'moAdrian �o m e S i..Q ,, STAIR OPENING i ADDITIONAL BLOCKING L ``— ./ AT STAIRWELL OPENING A DIVISION OF ALLIANCE HOMES, INC. HEADER HWY. BC EAST, ADRIAN, GEORGIA 31002 il Z STA RWELL OPENING TRIMMER ��`� m I'- BLOCKING AT SIDEWALL MODEL NUMBER: #M8402P • z — , (TYPICAL) �HU26-2 DRAWN BY: Low "� DATE: 02/03/09 REVISED: — ` NOTE:. HWC JOB NUMBER: 1815-1047 - TOP CHORD OF' TRUSSES OVER THE STAIRWELL 10'-4" WILL NOT BE REMOVED. DWG. TYPE: STAIR DETAILS - 8' / REMOVE THIS PORTION OF TRUSS BOTTOM CHORD AT STAIRWELL OPENING I TOP CHORD NOT SHOWN FOR PURPOSES OF NOTES: CLARITY.. SCALE: 1/2"=1'-0" PAGE : 12 12 r t . OPT. HVAC DUCT -I NOTES: i �, NI- LOCATION TRUSS 1. THE GREATEST RISER HEIGHT ✓1HIN ANY FLIGHT OF STAIR`; SHALL NOT \, NNN UPPER LEVEL " TOP CHORD 10 EXCEED THE SMALLEST BY MORE THAN 3/8". ' F 3 N , 2. THE GRETAES TREAD DEPTH WITHIN ANY FLIGHT OF E A RS y�N9T 7 4 n _ . . FLOOR SHEATHING 10' 1 41) \ EXCEED THE SMALLEST BY MORE THAN 3/8". , '; J REMOVE THIS PORTION OF TRUSS BOTTOM CHORD AT STAID.. OPENING ` 3. THE MINIMUM HEADROOM CLEARANCE IN ALL PARTStHE STAIRWAY &If EDGE RAIL — \ _ _ SHALL NOT BE LESS THAN 6'-8", MEASURED VERT1i FROM THE ty BLOCKING E RAIL — — __ __ _ _ ___ � SLOPED PLANE ADJOINING THE WAD NOSINGS OR FR iE FLOOR c NOSING qi HEADER BETWEEN STRINGER 1 . TRIMMERS SURFACE OF THE LANDING OR PLATFORM FLOOR. D ° f`�\ "'- _ _ — — _ _ 4, FOR STATE SPECIFIC REQUIREMENTS FOR STAIR RISE AND`R CHART BELOW. ` -.. :,..? :.. . HANDRAIL �I 5. STAIRWAYS ARE DESIGNED WITH A MINIMUM Of (3) STRINGERS. � SITE INSTALLED 3'-5 1/2" A 6. THE RADIUS AND CURVATURE OF THE LEADING EDGE OF THE TREAD � . i a 7/16" 050 RISER BY OTHERS / - SHALL BE NO GREATER THAN 9/16". A NOSING OF NOT LESS THAN N. ��� 0 3/4" AND NOT MORE THAN 1 1/4" SHALL BE PROVIDED ON STAIRWAYS N., —2x12 RIP TO WIDTH Q WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" N 'co _ d " 1 U -"----_'"1 10 > STATE SPECIFIC STAIR GEOMETRY REQUIREMENTS t It Z � ,,° ? STATE MAXIMUM RISE MINIMUM TREAD m 1-- 1/2" GYPSUM 'n �, o UNDER STRINGERS �, ^ FLORIDA 7 3/4" 9" ■ o = GEORGIA 7 3/4" 9" p, z° z .-7.\- LOUISIANA 7 3/4" 10" ° 2x12 #2 SPF STRINGERS-. I o, c, ..- A MISSISSIPPI 7 3/4" 10" \ NORTH CAROLINA 7.3/4 g" il) / 36" MINIMUM �,, SOUTH CAROLINA 8 1/4" 9" —LANDING " — 1I ( f' r �`` \ L - \ 1, 11 . AIN \ i1►, \ 1/2" MAX ►trill BEVEL /I, 13'-B" f I: DETAIL-A 1O'-1" 3'-5 1/2" C15r ,p STAIRWELL OPENING / l / /1'-O" MAX. 0/H No 23075 I PROFf:SS'0 46L 1 �,i--FASCIA BOARD `° �G THIRD PARTY: IROR,,WERNER, CARTER EDGE RAlL `` jl 1627 SOIJD1 MYRTLE AVE.• CLEARWATER, FL 33756 DOUBLE TRUSS SIDEWALL BELOW y . BLACKING z g EACH SIDE OF , ----"H U26-2 BETWEEN STRINGER < La STAIR OPENING — ADDITIONAL BLOCKING ' ' Adrian Homes / A DIVISION OF ALLIANCE HOMES, INC. U ` ' HEADER AT STAIRWELL OPENING t HWY. so EAST,ADRIAN, ( ORC1A 31002 f TAERWELL OPENING_., TRIMMER t Z ILL- -- �- ` BLOCKING rnAICASI EWALL MODEL NUMBER: #M8402P M ,- ∎HU26-2 DRAWN BY:LOW -„T\ , 1 DATE: 02/03/09 REVISED: — 1 No_ HWC JOB NUMBER: 1815-1047 - TOP CHORD OF TRUSSES OVER THE STAIRWELL - 10'-4" WILL NOT BE REMOVED. DWG. TYPE: STAIR DETAILS - 9' REMOVE THIS PORTION OF TRUSS BOTTOM CHORD AT STAIRWELL OPENING - TOP CHORD NOT SHOWN FOR PURPOSES OF CLARITY. NOTES: Y SCALE: 1/2"=1'-0" PAGE : 12.1 . . RIDGE BEAM TO EACH RAFTER USE(3 MSTAI2 0 EACH RIDGE ( 1 /?x 3" TOE-SCREWS t2'-4 1376" i. . Lw. 1 t 2x4¢2 SPF DORMER RAFTERS 0 ` "'" ' ( 24"GC TYP. /:'_2"/ 11'-2 13/16" 4` s t % 2x4 #2 SPF DORMER RAFTERS 0 it ‘ F ./IIN, MINIMUM 2x412 SPF FASCIA BOARD 24`OC DP. N \ 1/:\ $ 7 CONNECT EACH RAM VATTL y't�' i, �' H14 TO DOUBLE TOP PLATES al I'— �� 4,!-"' ` FRONT WALL OF 7'-8 1 8" i BLOCK BEIYrEN th DORMER 16' oc t,.. ���-(2)1.5"x 7.25"LVL 20E, fb= 28OO psi H .. STUDS rAlb �._I 116. \ � L.11.�na•Ilt.n�ll.�l�/ �,unr:;n�wirarr■.r�:nM�1ra/ (1)2x6#2 SPF o TYPICAL OPENING FCR A In' MINIMUM 2x42 SPF StMPSON A33 TYPICAL 3660 W4NDOW M 2x4 BOARD i 1 DSE¢$x 3`SCREWS 0 6"ac Q, FRCIT WALL OF dQRER / N SIDE WALL OF DORMER 111 .,„,.// / t : 7/16"SHEATHING FASTENED 1113611°0",1431"W dTH 0,131' ill ,/x25"NA1L504`acEOC;ESS / \2x8#3 SPF BOTTOM PLATE BEVEL CUT 1141 ��P 441\ TO MATCH ANGLE OF ROOF .•-." SIMPSON A33 TYPICAL 1C-7" _ ..- / USE J8 x 3"SCREWS 0 6"oc FROM THE BOTTOM / 77'-44 / PLATE TO THE TOP CORD/HEADER DORM • SIOEWAIL BOTTOM 4,,,,,, PLATE 2x6 13 SPF BOTTOM PLATE TRUSS TOP 1 CORD BEVEL CUT TO MATCH AR I j i J OF 1, l (2)2x8 12 SPF HEADERS SIMPSON A33 TYPICAL R• TRUSS BOTTOM CORD .G.1 S T Eg Al■... MSTA12 6 EACH RIDGE t`' • Al& 2x LAYFLAT FSIOEWALL or DORMER y DORMER ROOF UHE - -- /41 - M. . J; I THIRD PARTY: HILBORN, WERNER, CARTER ° DORMER RAFTERS D 24'OC TYP. (2) 1.5`x 7.25`LA.20E,ib �i �-' 2)2x8 12 SPF HEADERS p =2800 psi HEADERS _ III �, Adrian Homes --_ SIDEWALL OF DORMER . '� A DIVISION OF ALLIANCE HOMES, INC. .. . iv n HWY. 80 EAST, ADRIAN,GEORGIA 31002 II SIMPSON A33 TYPICAL MODEL NUMBER: #M8402P aMU 'A DRAWN BY: LDW _ i�� DATE: 02/03/09 REVISED: -�.� I■1l—I •ONT WALL DF DORMER ■I� TRIPLE TRUSSES HWC JOB NUMBER: 1815-1046 . „ --- DWG. TYPE: DORMER DETAILS - OPTIONAL � " , IL IL:,, ,. NOTES: SCALE: 1/2"=1'-0" PAGE : 13 - NOtr1 141200 wig nab c am z AO 64 Aze.D OpEtZ1 0 5 667-P 1 o4 i 4ati. A Certificate of Occupancy will not be issued by the City of REVIEW FOR CODE COMPLIANCE Tybee Island until after a final • 11 1• •1 • -«'•• . • • . 5r arv:r.rmns:lr iman l real"_ r.warnmagn 1.1nwV�ouppo uric YYYYYYYYYYYYYYY arms shirr s. Asia mr t'i l Every effort has been made to Identify FE 1�������y�lLLayla�.ls `�zsu�_ u►rir�rluul��������==MtiM�MM�.��ti=���===��i.�l D code violations, no oversight by the wa YYYYi ,r1 YYYlYYI �� Vr1�%1iNl LiliWl7IM11.YYYYYYVYYY YY�YYi��VYjYYY�Y®==®YYYY®w4 � reviewer shall be construed as authority � \ `�- 1YYid11JYYYYYlaYYI an IPA L Val ill ail Ii:51 i LT0151il�ESiPr, �,CTS'S1'TSR!sT.f1YYYYYYYYitirYYYYY' OYI•Yt•YrNii.ai.Yl to violate, cancel, alter or set aside raa LY!IIJIIIIOII•alili�filiiiitid y`=J61i1J:Jr J:1111JJYYYYYYYYYYYYYY!y' \YYYYYYYYYY.I T VYY.\\YYY■YYI \YYYYYYYYYYYYY1====YM. 1®YNIZEMM Y.fl®Y�I r any applicable codes or ordinances.The ■YYY6ZIYYVYYa/ \YYYYYYYYYYYYYYYYYY�. _ cr��aYYYiiliiYYYYE S c• ■AIYri►VYYI/97Y1.7i -Nora, --(Y:YYYtiYYYYYYYYYYYYYti YYYYIV<iYYY� Sig1L•17reak, 7;•./�fi/11.I3:.� �YYYYYYYYYYYYYYYYYf4, ° YYYYYYYYIJw!` revIew and permit should not be construed _..,�_._.�__ 11�- -t - the �YYYYYYYYYYYYYYI ■YYYYYYYY.II� ■YVYY►VYYYYY �VYYYYYYYYYYYYYYYYYYaI �'��� ii Y YYYYYYYI.•1Y•as s warranty or yuerantee• r�`YYY�IYYYYY '�YYYYYYYYYYYYYYYYYYU- YYYY®aw1•11 . tO 5 ^ S!1_.�i1Y4�JaYYYYa I IIIYYYYYYYYYYYYYY..YYYYI p, �II II aYYYYYYYYYaI�,/ Pri 1135•Jri NIENIYYYYY■ IYY YYYYYYYYYYYYYYYY=, r i.. 1 ,-.YYYYYYY-'rrzr.� rYYYYYYYYYYi.°`.'i.�r�'.F1.�. C7.YYYYYYYYYYYYYi1 YYYYYYYl7rl1"..L'JJ� Aevlowed Ely at rYYYY!! YnYY �� hNIu I IL; — I ��YYYYYY.lYI ampitoetto YYYYYA\YY•V.'wal� i IYYYYYYYYY 2x6 PAFTERS ••UYY1& • ` • I "!iaYYYl91YYYflilll•i:a It d to Da TiYYYr�a11Y�V�7mVr eg wa �IYYYYYYYYY ® 16 o.c. TYP.IYYYI I imam I....m..l.r.�l<v�l�.l iiEIIlt•"_.�-...►u .moo a IaYYYYYYYYY \YYr, ' Ai!inrsru RrivnnE'PUZ1Ria• I, _. ._. r____—_—_—_ I sr YY__YL • " - • -• 1 ULti11L11•.LLLIi'_I11L•1'!1L.'il. setbacks, YYYYYYYYYY■ f I I IYY TOE-SCREW (4) #8x3" YYYY�Yar11 I aYYYY1�aYYYY.1 YYYYYYYYYY■ I man YYYY�m, : • I ' li iiliT�'='TTTrfr7TTl:S}'7C r ra.Y YYYY IIaYY SCREWS FROM RAFTER INTO `VYYYYW �,,_1 Yar r.�J61.11JlaJ hulas.-iii it rYY 6. OC YYYY •••o� ROOF & TRUSS BELOW .:� a ant1 •T ...IYI :: •��M�.�!' �rmit shOUld Sect. R•311.5.6 HANDRAILS 4 R•312 GUARDRAILS 'YYY�'�"" Stake more than 30"in height require uuuuuuiluIl 111111 u u,"P �. 11-:YY 7- ,, I a ra ntee. 34"/31I" handrails. 0 —,_ Porches/ balconies, ramp s decks more i i _...._ SIMPSON H2.5 than 30"above pra�fe require 3$'guardrails. DETAIL C HURRICANE CLIPS —_ 1 INSTALLED 0 �_M. Largest opening permuted Is 4" Al 1 1 ( EACH RAFTER SIMPSON BC4 i .__.. CAP POST TO PER MANF. I I s-- INSTRUCTIONS :—C _ i mi 11 HEADER (TYP DETAIL B - ALL POSTS) _11 • I I JI I_I1I!I,I I�q1I!Jj1 11 I! !.II I1 1 i i.-111Is ! I I !� I!a! 1 I 1 1 I t I I 1 1 ! 1 1 1•_ II 9 i u!r!!� ! I S ! II 1I!H, `! i�i� l � .1 �`` A ' �l 1.. :� u u I1lm �-IEI __� ;1�E�l isl i`lIIv"An Approved Set of Plans Must I`- I �I !.! l_:_:°_:_:�� I f � ._. _L_.._._.-._-_ Times" iaimisimisisIsiriaiII.I I I li isi irieieI.I.1u simil,.,r,.I.I V I I I ICI i•ili 1111111 il I I I I I IuIUIu , ii111!I E1,1�1�161,��f Remain on Job Site at All Time ��.�i��•w Wei uI I _ ' I I ! I I 1 I Y ssers l �v_,..,"II�"'.if� �__ W W 1 _1 'I III!Ji1• \,,,,,‘ I �� 11111 I I ib1�° ti 1 1 DETAIL I NIB ! I •I W\�T ® DETAIL B DETAIL A ` • •' I ! ■4. , TACH I' ' DETAIL F Nliii CIE !I Gr TYBEE ISLAND I I 111 I Z�Z` STRINGER WI 9 In BUILDING & ZONING D ® • • i, uI,1 i it `' `� SLOPED HAN / '. DEPARTMENT ��I �1 mg lin • I '' ® g APPROVA %�i I Ill .41i 090 MATE. RE irlll 'ZONING a • �!�if� �� ,....0 I� illy DETAIL G •"X6"PT POST 1111 / /� 1111 t� %Is°/ IMO ENV B IN 6110 UILDING/CODE /��' WATER/SE .._..___ Ili -_•SE / .1 " DRAINAGE �i� • 'AVERAGE L R \ \ T VAT 0 \ DETAIL E SOIL d!SEDf'ENT CLOTH IN PLACE 4 -`i-oq p-e,r' ALLOWED ` `� v = SCALE: 1 /8 3) = 1 )-0” PAGE 1 of s ('1D own.e.s }..� . , MA MN•MMMIIMMIIIIIIMM=MOMMIIIMIIMMM=MMMUMOMUI==IMMMM•MNIMMI==M•MNBMMIMM•MIMMIINMINMMIMIUMIIIIM===MMIMIMIMMIM IMMIUMENIUMWERMENIMUMMINEMEMEIMRIMEMMMINNIMIENNAMMEMINUMENSWINEEMEMMEMEMYWAUMBENSIMMEMENEMENIMMEMIEMIIMI ri ' AED oat Ncyr TO ExcE , -,,; , no I 1..r,rjr,r,Tx r,,...am jr,r,r,ffira prarjarami is Iv a 0..01 rea r,a ri am nr,,-,u 1..,arm ra rimm a ra u.,um ---........----........------------------------------------------ ian•-mim......a.a...........a.a..nmn.......ma..u........n..-nwama.a..m.u.a..nwumwm....m...a........m-i .„4,. ...----------------------------------........------------........— 4,ii, ammammuini•waxamammumumaammalummi•awasamwmamamammaminamaiamasamomaiumanwiaminummasamasimal .,,, ,--_. =====================================nommimmmmmmulEMNImmumm F-:- ,1",_/-1- utArr '7=n7,, nomui...mmumuniasminm=========================amalummimanumwm•••••••••••1•'35 FT. 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MIN ‘77--- ,"4, i NEI _— - *- 1 .__,, ph, Li .. 7 I R Tybee Land evelopment Code " ,,,,,, • x6 PT POST DETAIL G , MB 3,080-B-1 Audig.,-- / N r7/1 . ME ,, , / ) me. =gm , A driveway eorvott opening vhich -ts A residtnitick PA* W 14 oubillikt ttteet -gmilA 1.itk 11A !tit& 11 ItVitelt0"‘A 1, r , DETAIL E Rh AR I- LI- VAT 0 \ 'fteit VI VAdt111. SCALE: 1 /8 = 1 -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 i' DECKINGN HOUSE TOP OF SILL �1111� ELEV. 17.00 1/2" ANCHOR BOLT 11111 TEEL HOLD L=12 MIN. In DOWN STRAP EMBED 8" 1�'' 1/2" LAGG BOLTS 16" 1 OC. ATTACHING TO 16%16%8" CM 15 LEDGER BROAD AND GROUT FILLED III ' III LANDING P.J. (4) #5 MEI REINFORCING BARS / ° 2x10 P.T. FLOOR WITH 135° HOOK I;:' o JOIST © 16" O.C. 11 TOP OF SLAB ° ° ATTACHED WITH LEV. 8.0 ". . JOISTED HANGERS E%IS16 GROUND' .7.6 t .... 'I,. � � mom I 3) #6 /A REINFORCING BARS EACH WAY I Irte. �►4 DOUBLE 2x10 P.T. r� 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 6 o ° o 0 o O IPtø SIMPSON STRONG TIE SIMPSON BC4 H2.5 5-8d NAILS IN r 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'-O" 18" WIDE SIMPSON STRONG TIE LCB66 (6" POST) (2)2X BEAM ATTACHED TO POST WITH (2) - 5/8"x 2" LAGS NM SCREWS EACH SIDE _ I� 2-1/2DIA THRU-BOLTS 1 6"X6"POST W/WASHERS -Ri 36" DEEP , NOTCH POST FOR BEAM (E) TYP. COLUMN DETAIL (F) TYP. POST TO BEAM DETAIL SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-O" PAGE 4 OF 6 0 0 0 Q U W 5' MAX BETWEEN OPENINGS SHALL POST \OT ALLLOW 4" ! z SPHERE THRU Atill • .� :_� ��� > OP E N I\ GS SHALL ��!__ �: .� ' NOT ALLLOW 6" MIN 34" j SPHERE THRU IC VAX 38" N P a OPEN RISER �y � K :\ v OPENINGS SHALL NOT ALLLOW 4" nor SPHERE THRU ( G ) TYP . STARS DETAIL PAGE 5 OF 6 SCALE: 3/8" = 1'-0" IVO maximum spacing r-2x2 picket,Fp. 4x4 post,typ,.-- 2x6 or 5/4 board 34 . max.span= DO NOT NOTCH rail cap aamiss 1 - 1 ;III ;III1 '` ' NEIL Fri; _ 1 , 1 . ' minimum 2X4 top III' and bottom — milleirdiiiiiim wow 111111M f c /0....1 see guard post -. attach pickets et top and bottom attachment details uPerlings 4104 nOt allOW with I-#8 wood screw or 2-8d passage of 4 dia. t: are spiral shank nails (H) TYP. GUARD DETAIL SCALE: 3/8° = 1'-0° it'a42111 attach 2x4 to post with oil 2-8d nails or 2-#8 wood screws, typ. attach blocking to joist wi 6-#I Ox3" min. wood screws at each end 2-1/2" dia. thru- . misommoismos= attach per 1-.4 2x blocking II rim joist bolts and washers \ A details Ill NMI MIMI NMI 1 U IT ir''' rim joist rim joist joist beyond = SECTION PLAN (I) TYP. GUARD POST TO RIM JOIST DETAIL PAGE 6 OF 6 SCALE: 3/8° = l'-0° ... •i .T, _ rtK.- ht 1. _ 1Li !IIII II-!4 M 1111 . ..i Ili'-- _- T IV IP mpg +1 _ � c . _..ar - . ,r::r . .er.�. ,. .:,r:sY�=mirmme i*-.M^7 " , n:Sz:lr»....:x.sxa zr-5 ',4— . 1 l g. __ ..� =W ..— . • : :x :� w— 111.. ._ : z-.. ..•• M,::—:w= =-r:.::..:-.. ----! 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'�, � - ' c "�,' -' ' ' � -� N ` / \ - � ` ',� , . ,, � '��� / ' ` -'x-�" ' ' I � ` Ct ' 0-~ 10' - — • TYPE .C"mo FENCE �� � MAX, �� �- �� SUPPORTED BY m� FRAME "" nrcs� ponr � _ / k/ - . v~ _ »v 0 a ^ MIN ' ' | ~'MIN EXCAVATE 1.6' ^ "616", <� ^ _---'-_-_ -_--_--_--'__'--___-.�_-,'---'�--_-_-'�--_�--_-�-_--�_-__----�-_---�_--_�'--_--�--�-_-�--'---_'--__-- _-_-_-'_--__--___---__--------------'---------�-----__-_-__--_______- a � - �� '^"~ `J VEGETATIVE �MEASURES AND STRUCTURAL PRACTICES T8CES , BURIED '- - 1 ~ - _ N......_1.6' MIN. _ •, ~ � '^^~~' ~ 18° M|N~.2�' - �'�N^ CE:E C0NST[HXU|CT ll0N ` _� pA RC0\RUDSE|_[A D PSLTA0CNE E FOPAR D RE�OWCOxTN[GD mAT U D TMF_E R C-W 0-N-�S_RTERS U-CT-�H-0E_N R_E Y-_-E_-3T _TO_71-- lii PROTE�llNG PUBLIC 3TREE ""� , .'_ ____.______ . __ ____ _.^; PRACTICE DrETAJL MAP� ��YMB0 TDS�ESCRIPT�� M / w��uw BURIAL STORM 18" WN _ __- / ^ STRUCTURE (SEC-110N N A-A -�-- . SIDE VIEW '------' ----- ---� -'' -'---------' ' ` 10^ MIN. FRONT VIEW ' - *-� A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. SED|� N ' /�� « » @d1 '' p[ I. MAY BE _AN___ BALES _ 3_ OR . , LOGS 3. Z • g� TYPE B FABRIC (22") 8�RR|[K __ _ GRAVEL OR A SEDIMENT FENCE. �� STRUCTURE USE: __ _ - -' -- ------- - ' - -- -'--- - - '-- --- --'------ SUCH AS RESIDENTIAL HOME SITES OR SMALL COMMERCIAL DEVELOPMENTS, WHERE LIFE OE THE / AN IMPOUNDING AREA CREATED BY EXCAVATING AROUND A STORM DRAIN " 2X4 STEEL PROJECT ON PROJECTS, 6 MONTHS �� |N\'ET � r-� ^� �� DROP INLET. THE EXCAVATED AREA WILL BE FILLED AND STABILIZED ON .� FRAME 2) WHERE THE SLOPE GRADIENT IS LESS THAN OR EQUAL TO J:1. ' S[D|M[NT 'TRAP - �--- �r � FILLED AND STABU]ZEU ON COMPLETION OF CONSTRUCTION ACTIVITIES. | 2) FASTENERS FOR WOOD POST (WIRE STAPLES) ~--' ' / _!'-'\_ pep, ,414 ----- ---- - -'--------.-� --- �� " 8 - --' POST ��I[ --- - :: : |n /w M NGTHTYp [��1 ST | . �/| 3EE0N�S ��YN0THxVExU|T�8LE �RO�N|N� S[ASONTOpR0DUCE^~ '" LENGTH 8UTTON HE`'�-- A|L -' ---- MULCHING ONLY) -c-' ________-___-_-__-__'__-__--____- ^� J' STEEL 0.75 LB./FT �|N. -- 14 ��|N 1°_ 3/4" 4 h��--_) ------' '-----------'—' - -- - - ' - --' ------- ---' --------- ' . _ _ __ DISTURBED AREA ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES. NOTE FILTER FABRIC MAY ALSO BE ATTACHED TO �E POST o, �ns CORD, AND �� �� �TAO|UZ�8�N | | SHRUBS, VINES, GRASSES, S0� OR LEGUMES ON 2X4 STEEL FENCE -- ' � ^~�~ | w0�O| PER�AN[NT |[]��| DISTURBED --�3. ' ' " pnuro --- ---------- -- -------- -----� VEGETATION - ^, -T-- TENSILE STREGTH ELONGATION Aoa (APPARENT FLOW RATE oL1RxwmLEr STABILITY (2) BURSTING nTocon, MIN. FABRIC WIDTH -� �uAX> OPENING SIZE) �^L/w�,Su FT.) �Srwm-�muAr�w (PSI MIN.) (INCHES) ____ _ J�U __ ^ ___ , N�y (Amnwu-1nnx) (MAX. SIEVE SIZE) (CoT-87) ono HOURS WEATHERING (Aan» u-z7ooDIAPHRAGM -- ----- DUST CONTROL ON CONTROLLING SURFACE AND AIR MOVEMENT OF D�ST ON CONSTRICTION a D-4751) ACCORDANCE WITH BURSTING STRENGTH DU DISTURBED AREAS |n . . . SITE, ROADWAYS AND SIMILAR S|l�S� PLAN «onx n-�� / �n� -_'-_ -- - ' 120 40 - 25 80 �� -- -----'-------------- -----'--- ----- -�'---'-'- ---�'----------------- _____ __________ _EILL-100 - - | - __ IIIIIIIIIIIIII . TEMPORARY SEDIMENT TRAP - Sd2 TYPE F (d �w. w� �m� � n� m�wc� (u) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. NOT TO SCALE �U � �� �� � �� -� � , __��~~_ » NOT T(} SCALE CHEMICAL CONTROL ADHESIVE WATER TYPE OF APPLICATION �� DILUTION NOZZLE RATE (GAL/AC) ��.� ° 0 � � � �� - - - --- -- ~� m ANIOIC �� �� w --a ASPHALT 7.1* SPRAY 1200 �����U 8� ��� �� ����U� �U~���' ����������0 UU �� �"" ��' �� �z ` U ��UnW � �� � K �� �� ACTIVITY U �� U K � ��������K�������� &�� ~�� �� o '� ~ EMULSION ~�� |� c> m o � --------'----------- -'---'-------------------- N0N °w ��m w - - �� � c� � LATEX 12 1/2:1* F|NE 2�5 _____ __ _�__ _ _ __________ ____________�______ ��o �m �� ^� �� c wc EMULSION SPRAY AC�\4lY MAY 2009 JUNE 2009 °�� N�� �� `� �� �men- _ �� � � ���� � � �� RESIN-IN- FINE -_---'_ -___� � ' ---`` ^'� '�'`'� -------'------'---' m�� �*� `cw���� �� WATER 4k1* SPRAY 300 C0NSTKUC�ON EXIT ���� `�' =�� �c '�����% = 8WUU8ON \���/ m�= [[ - �^ �� - � N �� � . �� o �� *USE MANUFACTURER'S RECOMMENDATIONS WHEN AVAILABLE _________________ _____ ~ ` __.________�________ m�� Q�� "�� �^ � m ' x��� ^� �/ *USE — - -- �� SEDIMENT BARRIER ���V � � QQN m �� �» � -- �� u= � i � r- co 'wmuu- o `� � ---------- -'-' ------ - n�� ��� � �� _- —' -' - -- ---'------------ ----------------'--------- - - -----'-----'--- - — DUST CONTROL .� N*�i >� uo �--�-- ����D|\ �� D � T�c� FOR TEN/ �0� ���Y �� PERMANENT /`OV�U MViCH|NG �� ���! �� " `/'_�_�// ` `� / `/ . / �-`/ / `// ` . u. . .,' `' ^ ` ' .^ COVER' ' ' _-____-_____ _--' ----'--' - • � -------'----- --� ,__I ' - cz- -- - ' -'---------- ---------------'-'------'---'------------- - - - '- -----'--------- " vj RATE PER ACRE RATE PER ACRE _ |NL[T SEDIMENT TRAP � ,� (� , --- -- - '-- PERMANENT COVER RATE �DN]� 00-F - • MONTH �[EKJP0R�RY C0VER SLEDLD ADD�D _ ___ ___ ' ALONE T0 MIX ALONE TO MIX 0STURRE0 AREA ST�� Z l k��� \ / '-'------------------ ------'------------ -- - -- -- ' --------- - -- (VNTH PER�AN[NT VE�[T���N) ee�� Cii ' J�NUAKY RY[l�RASS 40 LB3 _ ��___ _ _--- 1D'L8S _ -' V |]lS -'-------------- -- ----- --- [� � ���� -- --------' - ------------ --'---- J ---- 11-)PEI h\ 75 LO� - GRADING `' �• �N�� » ,�`���� � �` ^----'--'�---�- - ' '. . . . . . . . . . ' FEBRUARY ANNUAL ---' S LL[()1][RMUDA _�____1O U8S 6 iB� _ _________ __ _- _ ____________ 7---~ ---- '-----'' -----'------------------40'-----'---------- |J:C|i[C[ (1\ 75 L83 /. . . . . � � � � � ____ __� �R S � lI}�_- - ��� 3�XLC\�« �. -_- � �� ��^-�- -------- � It • � � � � RY[ 5 BU 0�} BU ---_' _-_'_- ' _ �� � -- � � ' WAR`H . . . . . . . . . ..............., ----- -' -- - '-WEE:PING LOVEGR ASS ---------'--��� 4 B3 2 LB SPENSAC 01.A UA|UA60 |IS JO �U _ _ ^ 40 LBS 10 |lS HULLED B[RMUDA __ 1 6 |8S _ - - `- -----------' -_____ �_ ''--- EAiEP[DEZA /2\ � _ - APRIL WEEPING O R�SS 4 LBS P AC(D BA� A t �1=U� JU | - - � '---___.-----=_.,= - TEMPORARY METHODS - PERMANENT METHODS '------ -'-' SUD ------- 60 LB5 P 0 3S 6 L8S 6 LD5 - MULCHES - PERMANENT VEGETATION -_--� _� -__ _____=��_,�=�=� _ ____ ___ _ _______________ _______ _ _ � _ 5S TEMPORARY VEGETATIVE COVER - T8PS0L�� BROWN_______�____ '" ' HULLED =_===_ _ - ' � MAY 4 LB 2 LBS �l - SPRAY ON ADHESIVES - STONE COVER . ' _ -� �� _-__-----_� � ���� / � � � - - � - TELLAGE - _�---__'-- 6 - IRRIGATION BROWN TOPMILLET S __ -_6-iU5 - BARRIERS - -- � �-------- T - CE | [�|q'D �8 PEARL. 50 _� - - ' - - CALCIUM CHLORIDE ' - '�--' --' ---��---- --' ---- - ' �j0 iHS PENSACOLA _ -__-_'----_- _' �� DUST CONTROL ON DISTURBED AREAS --5UD SS .� MUDA _ __ h |]}S BROWN TOP K������ U ���~�U�� U K������ �.�UnN K�V��� 0 ��K������K_� ��K�^K-��^�»J^ '--� ----' -� ----------�U1 �T � 1 _______.____ ____ ______'____________ - - '- �� - -' - - ''-----------'-------� /\ RAH|A J0 LBS �� NOT TO SCALE JULY - --- PEARL T--------- 50 LBS--- --. . __-_'-' �L��J�5- _- _- -- NNN -- - _ SU _�__'_--_'___ ' ' __- BROWN TOP MILLET - _ --_-____--_- ' - ' ' - ��� �ix '��[�/ST_'_ PEARL MILLET 5O LBS ________ PENSACOLADAHU\ ___ 50 LB� JO i1]S _ _ - m��» � BU - ' _ -- _ w�m� &�U ----'--- i[� 7 L� � � o � B� _ 4��� �� ����� ����_-__� �� - - �� � 1 BU - - ~� �� | -------�--�- --' �-==�- -- - '---'--''------- ------' -' ( ) _---Y�HtA| �_�LL0`5_BU�--- - _------_-' --- ' ' `_�m ` � |./ OC WHEAT J BU U�' BU SERLCEA LL6PEDEZ� (8 75 IBS m��. �� - --'--' - ----------------' '---------------'-------- ------------'--------^-^--'--------'--' '-� -'--' ' - - -~ (� �� Q�Q E4O LBS ____��_____________� _ _____________ ___ _ -� - _ ' ~�~ � --� --- ---- - � ----�---- '-- �------- -fi- BU ������K�������_ �����~� �� �U������-- ---��� ' --'-----'----------- ����U��UU%yK��U"� U �� U �������� �� U~���« K ��O/5 BU _______ _ _ _ __________ __ _ _ -' _'_-_-___--_-__-__- -' -----�--______�' *��m �� (D ~~� '- - '- - -' ---------- ---�--- - � 4 1 BU m�m� �) �� . ����� __���__-__--- ____-'___--_�-- ' -_-- - --� --_- -___'_-- - ' '- __ ��� �� �� ` ~ ~� -` � V[�B[K ' SAME AS -- ----� UNHULL[i) BERMUDA 1 3 6 0UU � `� � �� 0| /�v __ " � ."" ___ ____ _-= =� _ _ °�� � °�, / � -|}[(] --- --'- _� [D HERk�UDA -_--__-__10'LBS' '5 Ui� ' lHE �K}�[Ai D|�TURBED AREA [OR THE D[\4]�0|`K�ENT IS APPR0X|K�A�[[LY 8.10 A�RES. TH[ SED|k��NT YNLL UE �� ��� 8�� • b�) --------�- -� ��� �� TRAPPED USING INLET TRAP5 LOCATED IN UU�|l��RLNl AREAS OF THE 5|1I. [E|E SILT F[NCF WILL CATCM ANY *�� ��� \�~ 1� UN3C�R|RED BYPASS SEDIMENT. �� (/� 2. SCARIFIED _�. ��� ' ( ) \ ` ~ 5. CENllPB)[ �OD CAN B� US[D AS PLR�ANENT COVER ANYllK�E EXC[pl JUNE D|RU 0CTOQER. �� ��� �� • ( ) \ �~ �� 0| ~~^~ 4. LISTED IN THE ORDER OF PREFERENCE. �� �� `` 5. Al L PERMANENT GRASS PLANllNOS SHALL BE MULCHED. �� �� (/` 0 ' `, ~' NOTES: g`J ~ ~ ' , 1 FERTILE/INC|/|N� APPLY 6-12-12 F[RT|L|Z87 AT THE RATE OF 35 POUNDS PEI 1 OO� SQUARE FEEl� . . . ��� �� RAKING UG|[[LY INTO THE SOIL.. (0 2. APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER A�RE. D|[ AGRICULTURAL LIME SHALE ` ' �� ' K�E[T TUE SP OF THE GEORGIA DEPARTMENT or ACR|CULllJRE 0 �, ' � � DRY �l�VV SHALL BE APPLIED AT THE RATE 0F 2 TONS PER ACRE AND 0�Y HAY SHALL BE APP| UD 0 ' � ( ) ��� AT A RATE OF 2.5 TONS PER ACRE. M 011111°‘11 ��1~ 3� • | �"- u' MIN 4. WATER |WW[0ATLEY AFTER MULCHING. ( ) 0| �-- & --------- � ~ . ~~ `r � `� . {09-0072��•`^( ) N.S.A. R-2 1'5"-35^ TEMPORARY AND � E� � A� E� � SEEDING SCHEDULE E DRAVN BY: PMM | *� '_ in COARSE AGREGATE � � P_ _ / ` T / GEOTEXTILE UNDERLINER `� � '.� � • 20M|N. SURVEYED BY: �—P- (0 SURVEY DATE: APR|L2009 ' CHECKED BY: __ABm O SCALE: _�T�l '/ \ -_ 0 D/��� K8�� ?D0B [`� / > ( ) SHEET (y` ��vvm~*� o � ) /0 CONSTRUCTION ��W� 2 ' � ( , NOT T� SCALE < ) ��%� 2 < ) ~=v ^� K| ' '' � ' ` ' ` ", ` ^`'' `� /'^� `� ' �~ - �,v�� ��'��c��� " � ' ,, , ' ` ` �,''..� ' ' � ��� ` ` ' ' �'' ' ' � ' ` ` , � .` = ' ' � � - ' '� � ` 'r, ,' �� � � i | - - . ' ' � __ _-_.-_.._ _.__ ` , 2x1 O DOUBLE RIM RAIL 2x10 DOUBLE RIM RAIL H 0 6'--5 3/8" O.C, 6'--5 3/3' U,C. 6 -5 S 8 0 C. 6' 5� S 8" 0.G. 6'.. 5 3 8" 0.G. 6'. 5 3 8 0.G. i1 ,P .-.__.__ /_.._._. _.._ ___. �_. ._ _ . _ ._. /.__. / 2x8 SILL-- ���+ 8x12 BEAM- II�� m II :, ____.___ TOP OF SILL ELEV. 17.00 1'` ---TOP OF BEAM ELEV. 17.00 n 1/2" ANCHOR BOLT � �I 11 z BOLT WITH 1.=12 MIN. WASHER AND NUT Adlik 11 STEEL MOLD DOWN STRAP .I„ M All ill (2) REQUIRED ,< i PE ', -YPE 'A' T l'E 'A' TYPE A TYPE A TYPE A _-_ YPE . r• t „ BI AM BRACKET, SEE DETAIL 'D' ; STEEL HOLD DOWN STRAP(' 1{ I �r IZCILict-ZICLI2Z �-DOUBI-E 2x10 RIM RAIL „ 4I • 16"x16"x8" CMU GROUT FILLED ill iYPE ' - �I �� 16"x16"x8" CMU a..._ _____ __-______ ii ..., _____ __.....____ GROUT FILLED IIa. f ,. it „ I V it _ _._ -, (4) #5 REINFORCING I ; �'` ' � � -TYPE ' BARS WITH 135' HOOK ,, f, DOUBLE 2x10 • M RAIL i, (4) #5 REINFORCING` II BARS WITH 135' HOOK ,x d TOP OF SLAB ELEV. 8.0 I TOP OF SLAB ELEV. $.0 � °'` ii d r EXISTING GROUND EL V. 7,6 i I II A-.,,,..- n • •fir° EXISTING GROUND CL V 7.6 ± � 4 a'\�: 4•• e� .,, Irr r1T -1IT T11 rr1° T11 Ir 1r1 1111 1r1 TTY -i ,,--In ..r11 1 1:711 .111 r_ Ti 11• I JT 1T I 4" CONCRETE SLAB II 4 CONCRETE SLAB _ _ III, dill. III III III 111 III III I III ILI I;: III III III III III 111 a 111. III III i11 111 111 III II III 111 111 111 111 III 111' IIL__I11,.,111,;,=.111 „111;:,1 „ , ill:-111„,11.1;,111,„111,.;1 YPEitE C TYPE C' TYPE 'C' i', ..„. r —r z-__._...�:-� vW._ __ __ __._ _ (3) #6 REINFORCIN II .t► - — : __ . 3) #6 REINFORCING . __. -..__.___.________.__._-_ _. ____. _ BARS EACH WAY co BARS EACH WAY„,, . , ..., , „,, A po , III ii RI v v, „ i-- Vq/ u ,_�—_ 3” MIN. CLEARANCE., TYP. v 3" MIN, CLEARANCE, TYP. _,�- _. _ / 3” MIN. CLEARANCE 3 MIN. CLEARANCE 3'_O» 1 cc3 t n • fir/ COLUMN TYPE 'AT DETAIL COLUMN TYPE 131 DETAIL ? 0 TYPE : - U 0 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" QI Z :::::: E cn ca A. Z _I� Q U m p w V/ o v, Z I _ ° " 4) 2x10 FLOOR BEAM ( Cu.) CO a(.,---•(,, o U n x12 TIMBER BEAM Z >, (2.0 rn-- °) Q co ` N 2x10 SILL s"b HOLE w ¢a z z ►- CO p�z „ mac f`... < _. __. iii ” fir/ o ¢ z Q :0> to SEE IETAIL ' ' ^`� �I-I- TOP OF SILL FLEV. 17.00 2 BOLT WITH w > o X• WASHER ANp NUT a N a <-1 �, E DET IL 'E' I 'LE_ DE II.. E _ F [:iL (2) REQUIRED }- g ��,. DOUBL 2x10 'IM RAIL _ _ 1/2" ANCHOR BOLT i I; ,4 �.-., w -i m a L=12" MIN. I u7 r TOP OF S IQ- U"")_ 0 CMU BLOCK - a lilt 1 1 Ip EMBED 8 400.■ O Le31 ° =I'''�'`' :-^__yam a V _.____._ --_ '" _ ___ _ __--__.____ _.___..__-.______.__r 1 N ".4. 'L 16"x16"x8" CMU r I GROUT FILLED I ABRICATE BEAM `'' r TYPE 'B' TYPE 'B' TYPE '13' TYPE 'B' TYPE '"•' -41- i•—• 7 3 4" BRACKET WITH► _ Y" COLD ROLLED ci PROPOSED 6 WIDE 'TIMBER DECK STEEL i 1 r_ STEEL HOLD DOWN STRAP 6 1,. i to 1-. n- T`) (4-) #5 REINFORCING TYPE 'A' TYPE 'A' TYPE 'A' TYPE 'A' TYPE 'A' BARS WITH 135' HOOK - - BEAM BRACKET D ;TAIL, IDI �_ _ _._________.__..____.__.._______.__. .. _. __._._-..___.________._____._ _---_- SCALE: 1" 1' p» � /TOP OF SLAB ELEV. 8.0 .....i_'- CO fq U DATI O N PLAN f -- 14 8x12 TIMBER BEAM W EXISTING GROUND El V. 7.6 ± 4 �r[P-1'11ll'T rlliTf" IT ITT 111 rlf` II"r. a i ' a�'•n " �' SCALE: 3/8",----1'---0" li. -4 CONCRETE SLAB a Z q .fll"I(IICIIIIIIIIIII(IlJllllllllllll.1111111�1111 w ill 11j I11,��IIi ►ll; i _____ p w NOTES: � z Q E 1, EARTHWORK D. CONCRETE MATERIALS: ``� a ,n > : C1 A. MATERIALS • PORTLAND CEMENT: ASTM C 150, TYPE 1, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. USE .5 '�` -' (3) #6 REINFORCING ,� Z y.. V • SUITABLE MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM D-2487 SOIL CLASSIFICATION ONLY ONE BRAND OF CEMENT THROUGHOUT THE PROJECT. �) BARS EACH WAY 0 Q t"" -�j �/ GROUP: GW, GP, GM, 5M, SW, AND SP, • NORMAL WEIGHT AGGREGATES: ASTM C 33, AND HEREIN AS SPECIFIED. r'a ,, o % _ ct Z ) w A(v) • UNSUITABLE SOIL MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM D-2487 SOIL • SLABS ON GRADE AND FOUNDATION: 3000 PSI 28-DAY COMPRESSIVE STRENGTH. ;%' _ ` (11 CLASSIFICATION GROUPS GC SC, MH, ML, CL, CH, OL, OH, PT. CLAYS, SILTS AND ORGANIC SOILS • SLUMP LIMITS: PROPORTIONS AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT THE POINT OF 3,, MIN. CLEARANCE TYP. < 0 w 0 to 2 r, , , , , , • v V l� W WILL BE CONSIDERED AS UNSUITABLE MATERIALS. EXCESS WATER IN MATERIALS WILL BE A BASIS PLACEMENT AS FOLLOWS: NOT MORE THAN 4 INCHES. C") FOR ESTABLISHING UNSUITABLE MATERIAL REGARDLESS OF GRADATION. E. ELEVATIONS: THE BOTTOM OF FOOTING SHALL BE AS LEAST 36 INCHES BELOW THE SURROUNDING MU BLOCK Q CO V • BACKFILL AND FILL MATERIALS SHALL BE SUITABLE SOIL MATERIALS, FREE OF CLAY, ROCK, OR GRADE, THE MINIMUM THICKNESS OF THE FOOTING SHALL BE 20 INCHES, CONTRACTOR IS RESPONSIBLE 3" MIN. CLEARANCE Z f �w, i GRAVEL LARGER THEN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETABLE AND FOR ADJUSTING TOP OF FOOTING ELEVATION SUCH THAT THE TOP OF THE SILL AND TOP OF BEAM IS ri OTHER DELETERIOUS MATTER. SUITABLE MATERIAL FOR EARTH FILL SHALL GENERALLY BE COMPOSED AT ELEVATION 17,00 MSL. „ CD OF SANDS AND SILT-SAND MIXTURES, 4. UNIT MASONRY: / 3_0 / 0 = w CU B. EXECUTION A, DESCRIPTION OF WORK: THE WORK INCLUDES THE PROCUREMENT AND INSTALLATION OF CONCRETE CD _ H • DEMOLITION, STRIPPING AND BACKFILL: STRIP SUBGRADE OF BUILDING DEBRIS AND ORGANIC UNIT MASONRY. i MATERIALS AFTER DEMOLITION. COMPACT EXPOSED SUBGRADE TO 100% STANDARD PROCTOR (ASTM B. QUALITY INSURANCE: ""�"Yit 1 T DETAIL L., N 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" COLUMN- - TYPE G, j P-�. O 'Zr PROCTOR. SHAPE TO SHED WATER FROM BUILDING FOOTPRINT. • ASTM C144 "STANDARD SPECIFICATION FOR AGGREGATE FOR MASONRY MORTAR" —» (� ♦A • FOOTING SUBGRADE: EXCAVATE FOR FOOTINGS TO A DEPTH OF 36 1 CHES eELOW THE • ASTM C150 "STANDARD SPECIFICATION FOR PORTLAND CEMENT" SCALE: 1/2 =1 Q © AM LAP r 1 I U CIa SURROUNDING GRADE AS SHOWN ON THE DRAWINGS, COMPACT TO 10O% OF THE STANDARD + ASTM C270 "STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY" » trtti 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, SCALD.: 1 =1 —0 �� �q8� vr1 1 Y t n Set f Pi gym' 4)1 HIS QUALIFIED REPRESENTATIVE BEFORE PLACING REINFORCING STEEL. FOOTINGS ARE DESIGNED FOR a =g X11 T s ,g Z5 EXTEND COVER A MINIMUM OF 24 INCHES DOWN BOTH SIDES AND HOLD COVER DOWN SECURELY IN r 1 1 11 6 n.§ 88 OP 1 --P. A 2,000 PSF BEARING CAPACITY, WHICH EQUATES TO A MAXIMUM COLUMN LOAD OF 18 KIPS. PLACE. 1 1 q� GBI/i 1� 81 1 8 t 1 C� ii FOOTING SUBGRADE UNDERCUT: IF THE ENGINEER DETERMINES THAT THE SUBGRADE SHOULD BE D. MORTAR AND GROUT MIXES: Ii I 8 11t 1 f 1 B BBB 1 W UNDERCUT TO CONTROL SETTLEMENT OR IMPROVE BEARING UNDERCUT TO THE DEPTH REQUIRED, • USE TYPE S MORTAR FOR REINFORCED MASONRY AND WHERE INDICATED. N ilk I � 1 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 IV Rn dEl "i 0 GB U DOUBLE 2x10 RIM RAIL DOUBLE 2x10 RIM RAIL I� L1 � U UNDERCUT SHALL EXTEND BEYOND THE FOOTING AS DIRECTED BY THE ENGINEER, CONSTRUCTION OF REINFORCED UNIT MASONRY. USE GROUT OF CONSISTENCY AT TIME OF IAIA 2x10 DOUBLE R 2. TIMBER CONSTRUCTION PLACEMENT WHICH WILL COMPLETELY FILL ALL SPACES INTENDED TO RECEIVE GROUT. UTILIZE 2,500 DOUBLE 2X10 Il1111 .:.: �_ w :.. .. 1 A. DESCRIPTION OF WORK; THE WORK INCLUDES THE PROCUREMENT AND INSTALLATION OF THE TIMBER PSI MINIMUM COMPRESSIVE STRENGTH GROUT. RIM RAIL s'� MIN i O BEAM, 5, METAL FABRICATION: 4" I..- 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 a roil, all �• CODES, SPECIFICATIONS, AND STANDARDS EXCEPT WHERE ADDITIONAL OR MORE STRINGENT COLUMN CONNECTORS, �c� REQUIREMENTS ARE CONTAINED HEREIN: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. B. MATERIALS: 8x12 TIMBER BEAM 61 1 7 C. SUBMITTAL: SUBMIT DETAILS OF THE GLUE LAMINATED BEAM TO THE ENGINEER FOR APPROVAL. • STEEL PLATES, SHAPES AND BARS: ASTM A 36 , E1B1 1 p 11B PROJECT NO.: 09-0072 01 0. LUMBER GRADE: LUMBER SHALL BE NO, 1 STRUCTURAL GRADE SOUTHERN PINE, STRUCTURAL GLUE + REINFORCING BARS: ASTM A 615 / A 615 M, GRADE 60 DEFORMED a rr1 '1 0 � 11 DRAWN BY: PMM 11 1t � 16 SURVE ED BY: ELJ LAMINATED OR APPROVED EQUIVALENT. LUMBER SHALL BE CURED AND FREE OR CHECKS, MINIMUM C. FABRICATION: 5 V' • WORKMANSHIP: USE MATERIALS OF SIZE AND THICKNESS INDICATED. WORK TO DIMENSIONS _ I I 1 ➢ 1� 1� WIDTH OF BEAM SHALL BE 7-1/4 INCHES. 3. CONCRETE WORK INDICATED. i , i 6 01 B 1 1 t t OO O 1tD SURVEYED BY: N/A A. DESCRIPTION OF WORK: THE WORK INCLUDES CAST-IN-PLACE CONCRETE FOOTINGS. • PROVIDE FOR ANCHORAGE OF TYPE INDICATED, COORDINATED WITH SUPPORTING STRUCTURE, r r O p 001 P C1 SURVEY DATE: N/A B. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE LATEST REVISIONS TO THE FOLLOWING FABRICATE AND SPACE ANCHORING DEVICES TO PROVIDES ADEQUATE SUPPORT FOR INTENDED USE, I I 11 i � � o CODES, SPECIFICATIONS AND STANDARDS EXCEPT WHERE ADDITIONAL OR MORE STRINGENT • CUT, REINFORCE, DRILL AND TAP MISCELLANEOUS METAL WORK AS INDICATED TO RECEIVE FINISH __ B building CHECKED BY: ELJ U____ CI\ REQUIREMENT ARE CONTAINED HEREIN. HARDWARE AND SIMILAR ITEMS, CO AMERICAN CONCRETE INSTITUTE: 7 • ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDING" r I SCALE: AS SHOWN r r DATE: �� 11 „ MAY 200 Q_ • ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, AND POURING CONCRETE. pti CONCRETE REINFORCING STEEL INSTITUTE: __ "MANUAL • SHEET c� "PLACING REINFORCING BARS" • MANUAL OF STANDARD PRACTICE" IC. INSPECTION: THE CONTRACTOR SHALL PLAN HIS WORK SO THE TIME IS ALLOWED FOR THE ENGINEER TO INSPECT FOOTING SUBGRADES PRIOR TO PLACING REINFORCING STEEL, BEAM TO RIM RAIL CORNER I N R ;OCCETI N DIr;T.AIL, 'ET ; ,. SCALE: 1"-1'-0„ OF 11' Arnomamm,- 411111.1111111111. 111111r Nimmimailiamm 1 NOTES: s,i t on L 3 x't�t £'r `J 1) ANYTHING SHOWN OUTSIDE THE DEFINED BOUNDARY IS FOR ' 'Et 'N�'ES. LC> DESCRIPTIVE PURPOSES ONLY. .m, . 2) THE PUBLIC RECORDS REFERENCED WERE USED FOR THE A SURVEY OF LOT 93A WARD 4 HIGHLAND LAND ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY TYBEE ISLAND BY SURVEYING CONSULTANTS THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. DATED 5/2/07 LAND SURVEYING, LLC. 3) THIS PLAT WAS MADE AS AN AGREEMENT BETWEEN THE �b v,I ,� SURVEYOR AND THE CLIENT NO THIRD PARTY USE EXCEPT S AS AUTHORIZED. 4) ALL WETLANDS ARE UNDER THE AUTHORITY OF THE U.S. ARMY CORPS OF ENGINEERING AND/OR GEORGIA DEPARTMENT OF 138 CANAL STREET NATURAL RESOURCES. NO DISTURBANCE TO THESE AREAS POOLER,GA 31322 ALLOWED EXCEPT AS PERMITTED. (912} 412-4693 (912) 655-6759 5) NO ENVIRONMENTAL OR SUBSURFACE INVES77GA 770N TO INDICATE AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY/ALL APPLICABLE MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. L PREPARED FDR: M/CHAFE LOWS W4 I DRAWN BY: T.M. FLOOD NOTE: GRATE INLET SCALE: 1" = 20' TOP 06.72 THIS IS TO CERTIFY THAT ACCORDING TO 1.E OUT 4.77 FEMA FLOOD INSURANCE RATE MAP: FILE.' 09017 COMMUNITY PANEL NUMBER:135164 0326F AND DATED: 09/26/08 THAT THIS PROPERTY IS LOCATED IN ZONE. 'AE' WI TH A BASE GRATE INLET CHECKED BY: C.M.P. FLOOD ELEVATION OF: 12' TOP ©6.10 M.S.L. "1988" DATUM I.E OUT 3.40 DATE' 10-20-2009 / GRATE INLET TOP 0 6.77 I.E O 4.62 LOT 92-8 N/F STRICKLAND FAMILY TRUST / LEGF'ND POWER LINE # .. IMF- 5/8" IRON ROD FOUND LOT 92—A N/F SUSAN W. #RICHARD E EVANS '\ IT.B.M. RAILRO,R - . ► -• : •s Cr3., Mr ELEVATION 010.00 DATAUM N.A.V.D. 19!; "'�, O 71� ?1.25' $8n W/ AG, 14"PALM 1 :::R METER " 10' ~1 841 �O S,1© 7g 8p• ?e� "t LOT 93-8 N/F DONNA TODD NAUGLE 33 C Di "�►, 4RF k X41 TOP @Z,19 i 0 3' 7="-r�.`wr,� N 18' 34' LE • 3.99 WEST Q +r; 60.0• e6 I.E 03.29 SOUTH iOL „� XISTING C. UILDING fali Zo / f: 4 A/C UNI ,� f♦I'`i �t 7'S."9 g L= IRF k 44 l O 14444,s- 1 S 10 6.s L t , , , ,,`S•P,4 LOT 9�4-6 N/F GEORGE J MERCIE C. POUTES D �1.25, �(X 01 DE IVEW Y �`1`�,�`♦�♦�;f�� ��� 10 � .�. ♦ ♦ S � ♦ + R9/NqG� S8, 4 . . .., •♦� C ""�, r''r^ :, 1 781,1•♦.% i41f+, I�*” ♦��!`9 ASS/ CLOT 9A—A N/F MARY LYNLL HARRIS IF G'• EINLET � I ,, TOP ® 6.89 4 "`i. 1.E OUT 5.04 GRATE INLET S= ( 6.9§ •3S ��`► {-� I.E OUT 5.1f 7. 9 �S6 :. ""y / 1 / GRATE INLET TOP 1E7.22 I I.E OUT 3.82 I CERTIFY THAT THIS SURVEY WAS MADE UNDER MY SUPERVISION AND THAT IT IS A TRUE REPRESENTA7TON OF THE LAND AND THAT IT CONFORMS WITH THE MINIMUM STANDARDS REQUIRED BY LAW �' T �O ADDRESS:1509 2ND AVE. Q v- 14...,* '� PROPERTY IDENTIFICATION NUMBER:4-0008-09-011 I 1 ,,� �, / EQUIPMENT USED: TOPCON GTS-212 TOTAL STATION �Il y `�. 41� w h4"4 I TOTAL AREA: 4728 SQ.FT 0.11 ACRES PRECISION PLAT 1/INFINITY PRECISION FIELD: 1/35,000 SHEET j . `• r PRECISION ANGLES: 05" PER ANGLE POINT C+� �v0 !c�/��Vo' c� ADJUSTMENT METHOD: LEAST SQUARES 10' 10, 4' 40' 'ply, PC•4" ` FIELD WORK COMPLETED: 10/16/2009 �11ia'"' 1 CARTER M. PA77LLO, GA. R.L.S. NO. 3114 SCALE 1" =20' 1 OF 1