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Home My Public Portal AboutTENTH PL_9.pdfP CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 07/26/2013 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 #: 130029 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME TMD KAMINSKY CONTACT ADDRESS PO BOX 60069 CONTACT CITY STATE ZIP SAVANNAH GA 31420 -0069 PROPERTY ADDRESS 9 TENTH PL APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. 13-00-2- INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name k`� r? wl : n S k 'j Date Needed Gen. Contractor A\ o r P_ 1 . „ Rio, Subcontractor 1 Contact Information i--1 3� $c14 - 341-i-17039 Project Address q -Te. p, h Ti . Scope of Work Inspector Inspection kiJ Date of Inspection Pass ig Fail El Fee 0j$ 6 S p s . -6.);1-4.- e (34- .C; te,d Inspection Pass ❑ Fail ❑ Fee -4- 1 e (Is ty\-1.,(+1 Inspection Inspection 5--tx 0 L es- . 1 U.S. LEFARTMrNT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1 -9. `LEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Al, Building Owner's Name Shoreline Properties Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9 10"' Place Company NAIC Number: City State ZIP Code Tybee Island GA 31420 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A portion of beach lot 65, Ward 3, Town of Tybee, 5"' G.M. District, Tybee Island, Chatham County, Georgia (PIN: 4 -0006 -18 -013) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 31.9997 Long. - 80.8453 Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1475 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 183 c) Total net area of flood openings in A8.b 2241 sq in d) Engineered flood openings? ❑ Yes 0 No Residential ❑ NAD 1927 0 NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island, City of 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number 13051C0326 B5. Suffix F B6. FIRM Index Date 9/26/2008 B7. FIRM Panel Effective /Revised Date 9/26/2008 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12' +1' freeboard B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7, In Puerto Rico only, enter meters, Benchmark Utilized: Local Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 NAVD 1988 0 Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.1 b) Top of the next higher floor 13.1 c) Bottom of the lowest horizontal structural member (V Zones only) n /a. d) Attached garage (top of slab) n /a. e) Lowest elevation of machinery or equipment servicing the building 12.2 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.7 g) Highest adjacent (finished) grade next to building (HAG) 12.1 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support n /a. Check the measurement used. feet feet ❑ feet ❑ feet feet feet feet ❑ feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters 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. 1 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. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? 0 Yes ❑ No Certifier's Name Terry Mack Coleman License Number GA RLS# 2486 Title President Company Name Coleman Company Inc. Address 17 Park of C`omjnerce, Suite 110 City Savannah Sign re State GA ZIP Code 31405 Date Telephone (912)200 -3041 FEMA Form 8§ O -33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9 10"' Place Policy Number. City State ZIP Code Company NAIC Number: Tybee Island GA 31420 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 Section C2: Benchmark utilized was set using GPS utilizing eGPS RTK network. Section C2a: Bottom floor is enclosure used as garage area. Section C2b: Next higher floor is downstairs mud room. Section C2e.. owest mechary l equipment is elevator shaft. Signature Date 7/17/2013 SECTION E BUI S ING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. 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 —G10) 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 Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg, No.) or P.O. Route and Box No. 9 10th Place Policy Number: City Tybee Island State ZIP Code GA 31420 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW REAR VIEW !111111' ll L. LEFT SIDE VIEW RIGHT SIDE VIEW FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9 1 oth Place Policy Number: City Tybee Island State GA ZIP Code 31420 Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ___ I _ v Next Higher Floor N � FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. 1 :1 s e 1528534 r7s rr-{ rr1r! r,—• —, ,r•. NONCONVERSION AGREEM ±T 3 :- �c i 3 1,nf FOR STRUCTURES IN THE FLOODPIjAiIN D l s Mass Clerk sup r psi;r rcc •'' if.�s. f(!ii'.l Address of Proper t c6 _. QG�` irgia Building Permit Number 1 3 0 0 9-9 PIN q-rO ooh —, jr o/3 FIRM Zone 4-E BFE /3 Property Owner(s) RECEIVED 7 -/q -i3 3�,�F Q feet (NAVD)? Panel Number 15 06 , effective date 7/07(j/6g �Ctw' $Go j Myer" ka - -i Contractor In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: E?J I. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood - resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit tl' automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its to tion in a Special Flood Hazard Area. 6. Thy variation cor Lion beyond w is permitted shall constitute a violation and be abatable as such. Signatur , f Property Owner 1 , Z / Date fit p Printed N of Property Owner eVa Signature of Property Owner Date Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this (d day of ,J �y , 20 personally appeared in yro. the person whose name is subscribed to the foregoing instrument, who therein set forth, an . that it is his act and deed. hqf, I ha e et my hand and Notarial Seal. aETTA RLDS NOT • ' Pu athatn County GA My Commission expires on esknn Expires March 12, 2017 Y 7 before me, a Notary Public of the State of Georgia, , known to me, or satisfactorily proven to be acknowledged that he /she has executed it for the purposes WITNESS SIGNATURE��G'y Printed Name ri/7 Address Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. C C D C, ri CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 01 -14 -2013 PERMIT #: 130029 WORK DESCRIPTION NEW RESIDENTIAL BLDG - SF WORK LOCATION 9 TENTH PL OWNER NAME JULIUS KAMINSKY ADDRESS PO BOX 60069 CITY, ST, ZIP SAVANNAH GA 31420 -0069 PHONE NUMBER CONTRACTOR NAME SHORELINE PROPERTIES LLC ADDRESS 16 MORNINGSIDE DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2565 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,013.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $325,000.00 TOTAL BALANCE DUE: $ 87.50 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: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : Issued to: 0 1 - 00 20 55 DAVIS ENGINEERING, INC P 0 B O X 1 6 6 3 TYBEE ISLAND, GA 31328 PUkCHASE ORDER PO Number: 14_23451 This nun-ber must appear on a re ted correspondence, shipping papers and invoices. Date: 07 /1 6/ 2013'`equisition #: 14 -2 34 51 Ship to: CITY HALL 4 0 3 BUTLER AVENUE TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Eng - Kaminsky 100 - 7220 -52 -1203 Davis Engineering, Inc. invoice #21203001 dated 07/16/2013. Engineering for Kaminsky residence (BP #13 -0029) Purchase Order void after 90 days. Special Instructions: 0.00 87 .50 I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 87.50 Authorized by Date For the City of Tybee Island DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt July 16, 2013 Invoice #21203001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: Kaminsky Residence Phone (912) 786 -4573 Fax: (912) 786 -9539 07 -15 -13 0.50 hours Final site observation and acceptance of Engineer's certification 0.50 hours @ $175 /hour = $87.50 Total Due This Invoice `p 'D- -1220 -52- (203 Lp.fiw.9) '`1- 12 -13 'SP 13 -0029 TO /44.5"iect Dianne Otto From: Sent: To: Subject: Attachments: Downer Davis [dkdbus @gmail.com] Tuesday, July 16, 2013 9:14 AM Dianne Otto Fwd: photo 1.JPG; photo 2.JPG; photo 3.JPG; photo 4 While straw stabilized swales are not preferred, these were constructed Engineer's recommendation of acceptance. Downer Forwarded message From: Downer Davis <dkdbus @me.com> Date: Tue, Jul 16, 2013 at 9:08 AM Subject: To: "Downer K. Davis, Jr." <dkdbus @gmail.com> Sent from my iPhone 1 .JPG; 21203001.pdf with adequate width I can concur with the ! 7BUP //7 E N G I N E E R I N G ENGINEENi'G • RI ANNINC • 0E41111•VFN1 PO Box 30685 Savannah, GA 31410 o: 912.667.7757 f: 886.209.4239 www.maupinengineering.com July 15, 2013 Ms. Dianne Otto City of Tybee 403 Butler Ave. Tybee Island, Georgia 31328 Dear Ms. Otto: Re: Drainage Certification Kaminsky Residence -10th Place RECEIVED 2_ /S 3 13 -ooz.9 The purpose of this letter is to certify that I have reviewed the as -built conditions and find them to be in general accordance with the approved drainage plans. Sincerely, MAUPIN ENGINEERING, INC. 10;L ti/ 3 r^ L Dianne Otto From: George Reese Sent: Tuesday, July 16, 2013 10:16 AM To: Dianne Otto Cc: Downer K. Davis Jr. Subject: RE: Kaminsky Residence Dianne it looks like it's in a landscaped bed and not in a roadway; it is the owners sewer lateral they will be reasonable for their lateral. They can purchase a Concrete Donut and put on it. George Reese From: Dianne Otto Sent: Tuesday, July 16, 2013 9:34 AM To: George Reese Cc: Downer K. Davis Jr. Subject: FW: Kaminsky Residence George, The new construction at 9 Tenth Place is nearing completion. Please review Downer's comments below and the attached photograph. Do you have any additional requirements for the sewer cleanout? Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus©©gmail.com] Sent: Tuesday, July 16, 2013 9:12 AM To: Dianne Otto Subject: Kaminsky Residence The sewer cleanout at the lane is pvc, without a protective traffic rated collar. I'd recommend George and John concur on this before the site is accepted. I have a concern that heavy vehicles (delivery, garbage, etc...) driving over it might force a service lateral failure. Downer Forwarded message From: Downer Davis <dkdbus@me.com> Date: Tue, Jul 16, 2013 at 9:06 AM Subject: To: "Downer K. Davis, Jr." <dkdbus@,gmail.com> Sent from my iPhone 1 Georgia Residential Energy Code Compliance Certificate* Phone: Builder/Design Professional: / (%w Envelope 5ummarvt • • List the R -Value for the following components: Flat ceitingfroof: F-30 Exterior wall: _R Attic kneewall: Basement stud wall: Crawispace stud wall: Foundation slab: Cantilevered Floor: Fenestration Components: Window U- factor: t . &CI Window SHGC: Skylight U- factor: 31/44• Skylight SHGC: Glazed Door U- factor: Opaque Door U- factor: ( <50% glazed) 27 -O97? Sloped/vault ceiling:. Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: /67/ Other insulation: • Building Envelope Tightness (B BEr test conducted by: ,. � Phone: 1A O'- gL9•2.. Fan Flow at 50 Pascals= 1 _ .2 CFMsa Total Conditioned Volume = tW ft3 - less than 7 ACHso CFMso x 601 Volume= `2 ACHso (must be a ACHso ) low Rise Multifamily Visual Inspection Option mil visual inspection option may be conducted ty a third -party Instead of the 6ET test for 12-2 bvfd' +n s only.) Visual inspection conducted by: 0.40-4-5 0 81/ Phone: f - Mechanical Summamt to a.1." 4'4 ,r ) Web' Heater Energy Factor: ef"b = :11 Ef Fuel /type: ❑ Gas 94 Electric 0 Other Number of Heating and Cooling Systems: I' t Heating System Type (choose one): /� j ❑ Gas: AFUE 0 Air - Source Heat Pump: ' 1. HSPF I 0 Other: Efficiency: / r Cooling System Type (Standard X, Heat Pump, Geothermal, etc.): Cooling System Efficiency: + p3 S . R • EER her Heating /Cooling Load Calculations Performed by: e,/ Phoned / fir -rJX2 Total Heating Load (fused on Ac ca Man. 3 or other approved , od , . ). IM7 Btufh T o t a l Cooling L o a d (Based onACCA Man..) orottrer approved methodology): rs± Btu /h Cooling Sensible Load: o Ba ,ot1 Btu/h Cooling Latent Load : tt stu /h ' {t> Total Air Handler CFt�sed on design rile ' n ")•)-P cFM Duct Tightness Test Conducted by: Z. Phone: O)/» -C/B ' CFA per 100 ft2 of conditioned floor area = zs x 100 / Conditioned floor area served If al ;ducts are riot located within conditioned space, budder must verify that either the postconstrucction duct leakage to outdoors (PCO) Is 5 8 cfm/100 ft, the post consbucllon total duct leakage (Pa) Is s 12.cfmf100 ft z, or the rough -in test (raIT') with air hanger installed is 5 6 tlm1100 tth. State which method was used to conduct the duct tightness test duct blower (DB), modified blower door 9ubtradiah method (MED% or automated muttipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (POD, PCr, EEET) CFM2s Area served (ftt) Test Result 1 I D$ Pr0 -11 vfig..2- s o°+'' 2 I 3 I *Note: This permanent certificate shall be posted on or in the electrical distribution panel. Certificate shall be completed by the builder nr registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. Dianne Otto From: Paul Scott [ps31416 @aol.com] Sent: Friday, July 12, 2013 10:08 AM To: Dianne Otto Cc: ps31416 @aol.com; thescottgroup1@comcast.net Subject: Fwd: 10th place Attachments: FNDWRR.pdf; ATT00001.txt For Ray Ray, see below from Pro Build on window over tub being tempered. Attached is the detail of that window. Please let me know if you need anything additional Paul Scott Original Message From: Taylor, Matt <Matt.Taylor(a,PROBUILD.COM> To: Paul shore line development <ps31416aol.com> Sent: Fri, Jul 12, 2013 9:59 am Subject: 10th place Line 4 is the windows over the tub. And they are tempered CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e -mail and delete the message and any file attachments from your computer. 1 PROBUILD COMPANY LLC 6 AJ GARCIA ROAD POOLER, GA, 31322 PHONE: (912) 330 -9991 FAX: rIPROBuild 111111111111111111111111111111111111111111111 4918461 SALES ORDER ACKNOWLEDGEMENT CUSTOMER 17608 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH, GA, 31410, US WRITTEN BY : MIKE COFFE - POOLER, GA SALES PERSON : JOE TAYLOR HEADER COMMENTS: ORDER NO :4918461 CREATION DATE :03/06/13 PRINTED :07/12/13 09:39 AM EST SHIP TO 0037 14 TENTH PLACE 14 TENTH PLACE TYBEE ISLAND, GA, 31328, US ORDERED BY : CUSTOMER PO : Page 1 of 1 Line QUANTITY ORDERED SHIPPED UOM ITEM TYPE ITEM DESCRIPTION LINE TYPE ITEM # SECTION WEIGHT UNIT PRICE UOM TAX RATE EXT. PRICE 10.1 9 9 EA SO SO LN #1 25CDH3760 WHT CLAD DH 1 LT LOE366 W ARG/ 6 -9/16 DP50 #1156635 13249003 367.57 EA 7.000 3308.13 20.1 2 2 EA SO SO LN #2 25CDH3760 WHT CLAD DH 1 LT LOE366 W ARG/ 6 -9/16 DP50 TEMP. #1156635 13249006 489.06 EA 7.000 978.12 30.1 2 2 EA SO SO LN #3 25CDH3760 -2 WHT CLAD DH 1 LT LOE366 W ARG/ 6 -9/16 DP50 . #1156635 13249008 736.31 EA 7.000 1472.62 40.1 2 2 EA SO SO LN#4 25CCMT WHT CLAD FXD 1 LT LOE366 W ARG/ 6 -9/16 DP50 TEMP. #1156635 13249035 361.85 EA 7.000 723.70 50.1 1 1 EA SO SO LN #5 25CCMT3636 WHT CLAD FXD 1 LT LOE366 W ARG/ 6 -9/16 DP50 #1156635 13249055 291.63 EA 7.000 291.63 LOADED BY CHECKED BY DELIVERED BY WAREHOUSE WEIGHT TOTAL SUBTOTAL : $6,774.20 06901.Poole. GA.L06 TAX: CO:CHAT $474.19 TOTAL: $7,248.39 RECEIVED BY : PAYMENTS : $0.00 DATE: BALANCE DUE: $7,248.39 I AGREE THAT THE ABOVE ITEMS HAVE BEEN RECEIVED IN GOOD ORDER SHIPPING INSTRUCTIONS : DISCLAIMER: Dianne Otto From: Paul Scott [ps31416 @aol.com] Sent: Friday, July 12, 2013 9:32 AM To: Dianne Otto Cc: ps31416 @aol.com Subject: Fwd: VELUX Attachments: FS_Sizes_M08_and_Smaller with_05_Glazing_052711.pdf; ATT00001.htm For Ray Ray, attached is the skylight information. DP Rating at bottom right but is interpreted as DP rating 155 according to rep. Paul Scott Original Message From: Taylor, Matt <Matt.Taylor(a�PROBUILD.COM> To: Paul shore line development <ps31416(caol.com> Sent: Tue, Jun 25, 2013 9:47 am Subject: Fwd: VELUX Attached to to dp ingot for the skylights Matt Taylor (912)- 313 -3734 Begin forwarded message: From: "Huber, Rachel" <Rachel.Huber(a�PROBUILD.COM> Date: June 25, 2013, 9:36:14 AM EDT To: "Taylor, Matt" <Matt.Taylor(a.PROBUILD.COM> Subject: FW: VELUX Two of three.... Rachel Huber Professional Sales 6 A.J. Garcia Road Pooler, GA 31322 Phone: 912- 330 -9991 Fax: 912- 330 -9681 Cell: 912- 210 -1452 rachel.huber(c�probuild.com Visit our website at www.probuild.com From: Jim Beair [mailto:iim.beair(a�VELUX.com] Sent: Tuesday, June 25, 2013 9:34 AM To: Huber, Rachel Subject: VELUX With kind regards, Jim Beair Customer Service Representative VELUX A/S 1 Customer Service Velux America, Inc. 1418 Evans Pond Road PO Box 5001 Greenwood SC 29648 -5001 Telephone office: 1 803 548 3589 x 514857 Telephone direct: 864.941.4857 Office Fax: 864.943.2631 Telephone mobile: N/A @ jim.beair @VELUX.com www www.velux.com CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e -mail and delete the message and any file attachments from your computer. 2 National Fenestration Rating Council® CERTIFIED VELUX® VEL -N -18- 00002 -00001 Skylight Model FS (05), M08 size and Smaller Tempered over Tempered 0.02 LoE3, Argon filled IGU Puits de IumiereFmodele FS (05), La grandeur/M08 et plug petite Trempe sur trtrnpe . 0.02 LoE3, unite d'isolation de verre rempli d'argon ENERGY STAR Canada • Zone A,B 1- 800 -387 -2000 energystar.gc.ca ENERGY STAR ENERGY STAR° Qualified In All 50 States ENERGY PERFORMANCE RATING.S7 EVALUATION DU RENDEMENT ENERGETIQUE U- Factor Valeur -U 0.45 (U.S. /I -P) 2.53 (Canada/SI) Solar Heat Gain Coefficient. \ Coefficient de gain chaleur solaire 0.26 Meets or Exceeds C.E.C. Air Infiltration Requirements HALLMARK ADDITIONAL PERFORMANCE RATINGS EVALUATION SUPPLEMENTAIRE DU RENDEMENT WDMA WINDOW & DOOR MANUFACTURERS ASSOCIATION www.wdma.com TM CERTIFIED Tested, roduct: VELUX Model FS M08 2005 WDMA LiceMe-N o.: 426 -11 -672 *Mandfacturei Stipulates Conformance to the Applicable Standards Standard* Rating Visible Transmittance Transmission Visible 0.61 ASTM E 1886/ ASTM E 1996 101 /I.S.2 /NAFS -02 4G-C150/1.10,-,776 x 1395 mm Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use. Consult manufacturer's literature for product performance information www.nfrc.org Selon le fabricant, ces cotes sent conformes aux procedures applicables du NFRC servant a etabiir le rendement global du produit. Les cotes NFRC sent etablies selon les conditions environnementales et des dimensions de product specifiques. NFRC ne recommande aucun produits et ne garantie aucun products dans lours applications at recommendations d'Installations. Consultez la Iitterature du manufacturier pour de l9nformation sur le rendement de tout autre prodult. www.nfrc.org AAMA /WDMA /CSA 101/I.S.2/A440 -05 SKG -c 5 - 776 x 1395 mm Design Pressure (Daivntbad) = 18555 Pa (385 psf) Water Penetration Resistance Test Pressure = 720 Pa (15 psf) Canadian Air Infiltration /Exfiltraiion = Fixed Level AAMA/WDMA/CSA 101/I.S.2/A440 -08 Class CW -PG85 Size Tasted: 776 x 1395 mm (31 x 55 in) DP = 18555 Pa (385 psf) Water Penetration Resistance Test Pressure = 720 Pa (15 psf) Canadian Air Infiltration /Exfiltration = Fixed Level TDI Product Evaluation SK -03 Florida Prod. Approval 13308 17.2 mm Pane KEEP LABEL FOl. CODE INSPECTION AND HOME RECORDS www.veluxusa.com www.velux.ca 1- 800 -88 -VELUX Part #445356 VELUX® National Fenestration Rating Council® CERTIFIED VELUX® VEL -N -18 -00002 -00001 Skylight Model FS (05), MO8 size and Smaller Tempered over Tempered 0.02 LoE3, Argon - filled IGU Puits de lumiere modele FS (05), La grandeur M08 et plus petite Trempe sur trempe 0.02 LoE3, unite d'isolation de verre rempli d'argon ENERGY STAR Canada • Zane A,B 1- 800- 387 -2000 energystar gc.ca ENERGY STAR ENERGY STAR° Qualified In All 50 States ENERGY PERFORMANCE RATINGS EVALUATION DU RENDEMENT ENERGET(QUE U- Factor Valeur -U 0.45 2.53 (U.S./1 -P) (CanadalSl) Solar Heat Gain Coefficient Coefficient de gain chaleur solaire 0.26 ADDITIONAL PERFORMANCE RATINGS EVALUATION SUPPLEMENTAIRE DU RENDEMENT Meets or Exceeds C.E.C. Air Infiltration Requirements HALLMARK WDMA WINDOW 8 DOOR MANUFACTURERS ASSOCIATION www.wdma.com TM CERTIFIED Tested Product: VELUX Model ES M08 2005 WDMA License No.: 426 -H-672 *Manufacturer Stipulates Conformance to the Applicable Standards Standard* Rating Visible Transmittance Transmission Visible 0.61 ASTM E 1886/ ASTM E 1996 101/1.S.2 /NAFS -02 SKG -0150 110-776x 1395 mm Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use. Consult manufacturers literature for product performance information www.rdreorg Salon to fabdcent, ces cotes sont conformes aux procedures apptcal les du NFRC servant it Stabrb to rergement global du pmduiL Les colas NFRC sont Stabiles salon les conditions envemnementales of des droensions de preduit spddfiques. NFRC ne recommends aucun products et ne garantie main products dans lours applications et recommendations dinstallations. Caisultez to litterature du manufaauder pour de tinformatiar sur to rendement de tout sutra moduli. www.rrfmorg N. AAMA/WDMA/CSA 101/I.S.2/A440 -05 SKG -C85 - 776 x 1395 mm Design Pressure (Download) = 18555 Pa (385 psi) Water Penetration Resistance Test Pressure = 720 Pa (15 psf) Canadian Air Infiltration /Exliltmtion = Fixed Level AAMA/WDMA/CSA 101/I.S.2/A440 -08 Class CW -PG85 Size Tasted: 776 x 1395 mm (31 x 55 in) DP = 18555 Pa (385 psf) Water Penetration Resistance Test Pressure = 720 Pa (15 psf) Canadian Air Infiltration /ExhNration = Fixed Level 1DI Product Evaluation SK-03 Florida Prod. Approval 13308 17.2 mm Pane KEEP LABEL FOR CODE INSPECTION AND HOME RECORDS www.veluxusa.com www.velux.ca 1- 800 -88 -VELUX Part #445356 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. /3-2a,29 Date Requested Owner's Name 3 fi/'I /A/S 1Y Date Needed Gen. Contractor Subcontractor Contact Information 746/71 Project Address t %oT H Scope of Work Inspector ' ! 4 Date of Inspection yyyy Inspection ' r'" Pas r77//W/3 (i 7/443 ■r\ INTERNATIONAL CODE COUNCIL MEMBER P Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto From: Paul Scott [ps31416 @aol.com] Sent: Tuesday, July 16, 2013 2:56 PM To: Dianne Otto Cc: ps31416 @aol.com Subject: Fwd: Emailing FNDWRR.pdf - Kaminsky House Attachments: FNDWRR.pdf; ATT00001.txt Dianne, Hope the attached comes through for Ray. See attached regarding window on stairway. Paul Scott For Kaminsky House Original Message From: Taylor, Matt <Matt.Taylor(a�PROBUILD.COM> To: Paul shore line development <ps31416(c�aol.com> Sent: Tue, Jul 16, 2013 2:52 pm Subject: Emailing FNDWRR.pdf Notes in acrobatic reader let me know if you can't view them. All the temp windows should have a water mark on the bottom side of each sash noting that they are temp CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e -mail and delete the message and any file attachments from your computer. PROBUILD COMPANY LLC 6 AJ GARCIA ROAD POOLER, GA, 31322 PHONE: (912) 330 -9991 FAX: 1PRO3uiid 111111111111111111111111111111111111111111111 4918461 SALES ORDER ACKNOWLEDGEMENT CUSTOMER 17608 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH, GA, 31410, US WRITTEN BY : MIKE COFFE - POOLER, GA SALES PERSON : JOE TAYLOR HEADER COMMENTS: ORDER NO :4918461 CREATION DATE :03/06/13 PRINTED :07/12/13 09:39 AM EST SHIP TO 0037 14 TENTH PLACE 14 TENTH PLACE TYBEE ISLAND, GA, 31328, US ORDERED BY : CUSTOMER PO : Page 1 of 1 Line QUANTITY ORDERED SHIPPED UOM ITEM TYPE ITEM DESCRIPTION LINE TYPE ITEM # SECTION WEIGHT UNIT PRICE UOM TAX RATE EXT. PRICE 10.1 9 9 EA SO SO LN #1 25CDH3760 WHT CLAD DH 1LT LOE366 W ARG/ 6 -9/16 DP50 #1156635 13249003 367.57 EA 7.000 3308.13 20.1 2 2 EA SO SO LN #2 25CDH3760 WHT CLAD DH 1 LT LOE366 W ARG/ 6 -9/16 DP50 TEMP. #1156635 13249006 489.06 EA 7.000 978.12 30.1 2 2 EA SO SO LN #3 25CDH3760 -2 WHT CLAD DH 1LT LOE366 W ARG/ 6 -9/16 DP50 . #1156635 13249008 736.31 EA 7.000 1472.62 40.1 2 2 EA SO SO LN #4 25CCMT WHT CLAD FXD 1LT LOE366 W ARG/ 6 -9/16 DP50 TEMP. #1156635 13249035 361.85 EA 7.000 723.70 50.1 EA SO SO LN #5 25CCMT3636 WHT CLAD FXD 1LT LOE366 W ARG/ 6 -9/16 DP50 #1156635 13249055 291.63 EA 7.000 291.63 Line 20 3050 temp. Top of stairs and master bath over tub Line 40. 25" fixed casement 1 for stairs and the other was the original window in the shower LOADED BY CHECKED BY DELIVERED BY WAREHOUSE WEIGHT TOTAL SUBTOTAL : $6,774.20 06901.Poole. GA.L06 TAX: CO:CHAT $474.19 RECEIVED BY : DATE: TOTAL: PAYMENTS : BALANCE DUE: $7,248.39 $0.00 $7,248.39 I AGREE THAT THE ABOVE ITEMS HAVE BEEN RECEIVED IN GOOD ORDER SHIPPING INSTRUCTIONS : DISCLAIMER: DATE ISSUED: 07 -16 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE NEW RESIDENTIAL BLDG - SF 9 TENTH PL JULIUS KAMINSKY PO BOX 60069 SAVANNAH GA 31420 -0069 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH GA 31410 2565 P $5,063.00 $325,000.00 PERMIT #: 130029 TOTAL BALANCE DUE: $50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Permit No. City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 /3- &off Date Requested 077/16/13 Owner's Name P j :/ ! /;f / Date Needed r% ' / /; /1. Gen. Contractor Subcontractor Contact Information Project Address Litalklba INTERNATIONAL CODE COUNCIL MEMBER Scope of Work Inspector Date of Inspection Inspection z Pass Fail ❑ Fee Inspection f` /L Pass ®Fail Fee L ❑ QPSS; Inspection I% V, Inspection '. Pass Fail Fee 'Fee ,4A<< v /p' : 7_14 4,...);)7. 'a I (_,..:.........-1 .) `li -7'�a , ,, %. '77-1 i- r-1-/,-- .,, e.. — ' /11,_ / i:%ogig. p /vi i2 r) r Yd 6Tc�,_,L., ? J / /1,- k/ L) , f'' , , , e.! 2 D --- J\..) /...) 4 1 `� / ic., , / \Z 1.,>- J / ; s—i 4 . �— (, i :,,/ •0 I,LJ �.r �) i 7 i 1_.7;,x? 4--. ), . v) ; a )v ,h? City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Permit No. - oo,,2 Owner's Name Gen. Contractor /1/29 !v$K)J Date Requested Date Needed Subcontractor /4q/ 1/3 7/// /13 INTERNATIONAL CODE COUNCIL MEMBER Contact Information 1/7j6/4 o77 141- Project Address Scope of Work Inspector Date of Inspection /�'A PL ,4/6.1,3 $F Inspection L 5 i Inspection (46 '-n4/r1i_ 2",-6-m-mouveard.+4. Pass Fee 1\.0 Pass El Fail 1121 Fee 13 P421,/,' - CIF; P.■..d .1/<:71,4) kS- '=•(Z))'="i`L'ct-'; / ; /:-/ 11;:. 7/N4,N)/t 6- -4. i-1.7-14464* c,are Inspection v/4z I- /Ai .4 L. Pass Fail Fee t31) I 2,s' iMee2,1 6" / 14-5064. Inspection ,t:51,1X) 4e4 7,4- 46/ 7;zce,Az Pass Fail -144-re 41/ , Zk.> ;Z. ii.e4r\J b/24%-1/6. ("kW .,42 Z Z--/}/• 7yo(.4, . 1F11 Ai/ /764Q k.---wAL-744,"15 1,,04.11 re,,e7.0v Dr> - e." • . -t) -129.-40 , Fee (-) TX Result Report P 1 05/31/2013 07 :52 Serial No. CM35228060004 TC: 403518 Destination Start Time Time Prints Result Note 18888514411 05 -31 07:50 00:01:50 003/003 _ OK Note THAI Timer TX. POL: MIX: : Mixed Original Directioon. Original P: SpecialSoriginal, Forward. UD: F- code. RTX: Re -TX. IL?: Relay. MBBX :F Confidential, BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax, Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: R}{ 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. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1 -888- 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1 -888 -851 -4411 Location Address: Type of Release: Temporary Electrician: Sao y ICI Builder: '� si 4 5 J +�eg_ Owner: Release Date:j3 ✓ Permanent Permit It /.3 —G?J z-q Phone # Phone # Phone # 2nQ Location Address: Release Coate: Type of Release: Temporary Permanent Electrician: Builder: Owner: Permit # Phone # Phone It Phone It Planning and Zoning Jerris Bryant 912- 472 -5033 Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address:? ? d4 A_ Release Date: Type of Release: Temporary ✓ Permanent Permit # /,3 --CO 2-1 Electrician: ZDy Builder: Owner: ,n��[Gl 3 Phone # ✓vu 4:48) Phone # 1- ki6t -I 4544- '703g Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912 - 472 -5033 (V, Permit No. Owner's Name City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 / 5 ; Gen. Contractor Jr./ Date Requested Date Needed •ICC sulk rm.= INTIRNATIONAI CODE COUNCIL MEMBER Subcontractor Contact Information -14)-24-.) 1--_---i=oi--1 ..-ic-i o.--5j • 77-, ,,, L)'/- 7L3 Project Address --r-± -7 ))-t L ‘17> ..j„, Scope of Work Inspector .----: -7-- — Inspection '- :'-'1-/ '',-- ,,',--..- ,L) (7 i Pass Date of Inspection Fail p Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail El Fee Inspection Pass Fail Fee City of Tybee Island • Planning & Zoning Dept. v:r--4-."14:' Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 latik 121 I 1 III 111=1 INTERNATIONAL CODE COUNCIL M EM B ER Permit No. /3 - 6o ,2 9 Date Requested Owner's Name .1--/n iAie t Date Needed Gen. Contractor __(--)//--/a./. AVE Subcontractor Contact Information gi()// $(', 71 (i-/-1/- 0,,3 Project Address 1 JO 11' Scope of Work Ath - 5 l'-- 1 1 , Inspector '7 ! 1 Date of Inspection 7/ Inspection l/ /. 7-/-) /C.- I —11.9 ------r-- -1) 6/1, Af./Z Pass El Fail Fee t--) L )(fn- /X) -A- Inspection Pass El Fail El Fee --"R7A1M-7 y •17 c.): Inspection Pass El Fail Fee Inspection Pass Ei Fail Fee ( Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL': MEMBER Permit No. 2 , Date Requested ; Owner's Name Li Date Needed Gen. Contractor „. Subcontractor Contact Information - Project Address Scope of Work Inspector Date of Inspection Inspection 1-1171.» Pass ail El Fee n.4 -ILE IN\ -1 13 h (t) L.„---•'-7 Inspection - Pass 0 r: Fee Inspection Pass Fail Fee Inspection Pass Fail Fee City-of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Mint: INTERNATIONAL CODE COUNCIL MEMBER Permit No. 7,, , Date Requested Owner's Name 04iir-.1 Date Needed Gen. Contractor iTZ/SI 4 )1727;:. Subcontractor Contact Information 1--41JA-t-4 44-.//)5(1 ) Project Address ±9 4-/ Scope Scope of Work Inspector -J , 1 Date of Inspection /5-7i /t-5 ....,,./..., Inspection la1.1-7: 1 - Pass III " '- ' - -4 Fee ( Inspection il-e. 1 - Pass Inspection 0/1-Ef • Pass Inspection 1--.-- T=41/1 - Pass 0 Fail mil Fee PA , DU t7L r-c..)-rz D ;p4.41 N.,, 1:37-0.,) , ---"_ 13 1-k ' i,') f-i-C/ L. 1:1:::6Ai I 7113) C.4.)y Hi) ) ' 7 AFLE:TZ::41' i■ ,\)/1-1-1Z., : Ai ,-1 4 --E.N., (4,h , (:,,,, .-zo KtE-CW ■ IN-L. ,4-DiD, ±10 NI(x 1 -:_:-11-7 -.---_-:A., ..-.)C.--.... .i,-) po il k.A.) 1 ■ 0 DC.), i 4- I -"c-) u -1 ,f.s..) Ni.,_.-a, ;.-j, , )::-...--_-)r; C P -L-- 70 D rt.e, pl---; 1) 5 (_5Z 1:6,,,,,)i ti:) L , --42-.) ? f\si I Fail Fee Fail' in Fee („, t•• City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested - Owner's Name _11 Date Needed Gen. Contractor Subcontractor Contact Information Project Address T Scope of Work Inspector / ...__.., Inspection ))P--T-7:---1:,(V-( V---F_Ap-o i r, - .._-- / Date of Inspection Pass El Fail 011 Fee Inspection Pass El Fail Fee Inspection Pass El Fail D Fee Inspection Pass Fail Fee Dianne Otto From: Sent: To: Subject: Jimmy C. Brown Thursday, March 21, 2013 1:40 PM Dianne Otto RE: Kaminsky address , ' 13- 002_9 C lr.ar. T' a d-ct ress 9 T—�r.,4 —P(. 9 T,? ,,.+ -Pc , Thanks, see address change letter Ms Kaminsky requested that I go ahead and change the address for this residence to # 9 upon completion and CO is issued. From: Dianne Otto Sent: Wednesday, March 20, 2013 10 :53 AM To: Jimmy C. Brown Subject: Kaminsky address Jimmy — Attached is the foundation survey for the Kaminsky house that is currently under construction at 7 Tenth Place. The way the new house has been positioned, it would be possible to draw a new property line 10 -feet off the east side of the new house to subdivide off a lot that meets the 4,500 square foot minimum lot size requirement in R -2. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 1 MAYOR Jason Buelterman CITY COUNCIL Wanda Doyle, Mayor Pro Tem Barry Brown Jan Fox Bill Garbett Tom Groover Paul Wolff Fran Kaminsky # 4 Corey Point Lane Savannah, GA 31411 CITY OF TYBEE ISLAND Reference: Address Change/ Correction# 7 10th Place CITY MANAGER Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes It has come to our attention that there is an Address Numbering problem in the block in which you reside. This causes a Public Safety problem for the 911 Dispatch of Emergency Services (Fire, Police, and Ambulance).Therefore it is necessary to change/ correct your address. Please be advised that effective immediately your address will be changed: FROM: # 7 10th Place TO: # 9 10th Place NOTE: This change of address will take effect upon building completion and a Certificate of Occupancy is issued. Please attach the correct number beside the front door or your house so it can be clearly seen from the street. Minimum Size of 3 inch number! NOTE: A landline phone number is required to change the address within the 911 Emergency Dispatch Systems. If there is a Landline Phone at this residence and is either not listed above or incorrect please contact me. We will notify the Tax Assessor, Water Department, Planning & Zoning, Electric Company, Fire and Police Dispatch. Please notify your Insurance Company, Phone Company and any other agencies you deem necessary. We regret any inconvenience this change may cause you but we know you will recognize the importance of the change /correction. Jimmy Brown jcbrown @cityoftybee.org 912 - 786 -5330 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 Dianne Otto From: Sent: To: Cc: Subject: Attachments: Dear Paul, Dianne Otto Friday, March 15, 2013 11:28 AM 'Paul Scott' 'mfell @kerncoleman.ocm' FW: Foundation Survey - Lot 65, Tybee Island scan00717.pdf The required Foundation Survey, Survey Certification, and Elevation Certificate /Building Under Construction have now all been received. Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Paul Scott [mailto:ps31416@aol.com] Sent: Friday, March 08, 2013 9:00 AM To: Dianne Otto Subject: Re: Foundation Survey Dianne, Lot 65, Tybee Island 2 r-4-:;C; A/I g L Kern Coleman is preparing a plat correcting the set back. I will forward that in a moment once received. Regarding any encroachment, It is my opinion that we will not have any encroachment, other than the eave overhang that was originally approved by Tybee in the plan review. Thanks, Original Message From: Dianne Otto <Dotto(a cityoftybee.orq> To: 'Paul Scott' <ps31416 @aol.com> Sent: Mon, Mar 4, 2013 9:03 am Subject: RE: Foundation Survey Lot 65, Tybee Island foe- 2--n- t4 Ir o Jr C14- . _ or 'Je.t.~ • SQ ;d La-'(I 4a.(1 Dear Paul, -Pao( • 3 - t 5--t3 cl k-9 The front setback (north / Tenth Place) on the attached foundation survey needs to be changed from 10 -feet to 20 -feet. A certification letter needs to be provided along with the corrected survey. Yourself or some other member of the team for this project needs to compare the foundation survey to the construction plans and write a letter stating that the completion of the project will not result in any setback encroachment. This will verify that any coming expansions of the footprint such as stairs, chimneys, bay windows, etc., will not be in the setbacks. An email is fine. - -3 -f4 -43 Per -07e C° -Da wfor% C at) erkains.' L.) Qs retr;.sa d -b 2 --P4, Please let me know if you have any questions. Sincerely, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 1 fax 912.786.9539 From: Paul Scott jmailto:ps31416(c�aol.comj Sent: Sunday, March 03, 2013 7:27 PM To: Dianne Otto Subject: Fwd: Foundation Survey - Lot 65, Tybee Island See Attached and please call me if you need anything else 272 -7979 Paul Scott Original Message From: Kimberly Irby <kirby(a kerncoleman.com> To: 'Paul Scott (PS31416aol.com)' <PS31416aol.com> Sent: Wed, Feb 13, 2013 2:21 pm Subject: Foundation Survey - Lot 65, Tybee Island Hi Paul, Attached is the foundation survey for lot 65, Tybee Island. If you would like some hard copies - how many and where you would like me to send them. Please let me know if you have any questions. Thanks, Kim Irby, LEED AP Kern - Coleman & Company, LLC 7 Mall Court Savannah, GA 31406 P: 912.651.1332 F: 912.356.1865 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 `Attached Message From: Dianne Otto <Dotto(a�cityoftybee.orq> To: 'Paul Scott <ps31416aaol.com> Subject: foundation survey & certification letter Date: Fri, 1 Mar 2013 15:51:21 -0500 Paul, I have received the Elevation Certificate — Building Under Construction for 7 Tenth Place. The required foundation survey and certification letter have not been received. There is a HOLD on inspections until this has been received and processed.+ Sincerely, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 2 U.S. DEPARTMENT OF HOMELAND SECURITY F`EDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program important: Read the instructions on pages 1 -9. _..i...EVATI ON CERTIFICATE SECTION A - PROPERTY INFORMATION Al. Building Owner's Name C -c- e f2 o P E-711-4-771 A2. Building Strom eet Address (inclu 'ng At Unit, Suite, and/or Bldg. No_) or P.O. Route and-Box No. 6 N`i \>_ rkc z OMB No. 1660 -0008 Expiration Date: July 31, 2015 FOR I SURANCE COMPANY USE Policy Number. Company i'lAMC Number: City State ✓• ZIP Code \.32.a b -13 e L� � , 3t °�� •°rid t A3. Prro�perty, Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) F-, r i L9 t t \ C 1 Q C� d ��T rs T i- tJ @e A4, Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) e I C) - /N-r -- A5. Latitude /Longitude: Lat. --a Long. --> Horizontal Datum: ❑ NAD 1927 I 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 to A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s)' ' 14 6 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s) within 1.0 foot above adjacent grade NOT YT �o c) Total net area of flood openings in A8.b ; . sq in d) Engineered flood openings? ❑ Yes I No A9_ Ksi Ruch For a building with an attached garage: a) Square footage of attached garage b) Number of permanent flood openings in the z' within 1.0 foot above adjacent grade c) Total net area of flood openings in A9_b d) Engineered flood openings? ❑ Yes sq ft attached garage sg in Et" No SECTION B - FLOOD INSURANCE RATE MAP FIRM) INFORMATION Bi. NAP Community Name & Community Number `T4 t3 sL- r 0 \ 3 Si ,1 B2. County Name B3. State B4. Map/Panel Number 3 ,55- tco3z�� B5. Suffix 86. FIRM Index Date ca B7. FIRM Panel Effective/Revised Date 2ec,- * B8. Flood Zone(s) Pc Lc 1 B9_ Base Flood Elevation(s) (Zone AO, use base flood depth) iZ.1"cl 1310_ indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 13141RM ❑ Community Determined �❑ er/Source: B11_ Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 L�#' NAVD 1988 ❑ Other /Source: B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS ❑ OPA ❑ Yes SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" Building Under 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, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -tr below according to the building diagram specified in item A7_ In Puerto Rico only, enter meters. Benchmark Utilized: - aicp,t - Vertical Datum:1'4,ND l'n °8 ❑ Finished Construction Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 P1 NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including- basement, crawispace, or enclosure floor) b) Top of the next higher Odor c) Bottom of the lowest horizontal- structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of ma'diinery or equipment servicing the budding (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) l (.0 _L. 0 tFt N_1 g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N ! A Check the measurement used. Feet ❑ meters [fileet 0 meters feet ❑ meters ❑ feet ❑ meters ❑ feet 0 meters ❑ feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. (Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a t9 ❑ Check here if attachments_ licensed land surveyor? Yes ❑ No Certifier's Name \/1N c ENT' t-� c°L.IVti t,; •/ Title t , R� C� ✓� v ELNia Ye 14, Company Name Vii 12 c Address 5 P � i4 -- ) 45AgC SptvArts H Signature t `i Date ' 4 ®1'1 License Number I ENT to c ••t‘r,,•'.1 State G ZiP Code 3 IA oS Telephonerev)12� 01Zs"-3SZ 3 IY FEMA Form 086 -0 -33 (7/12) See reverse side for continuation_ Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: in these spaces, copy the cc pondrng information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. i= GAY State G A ZIP Code 3 l 325'0 FOR INSURANCE COMPANY USE Policy Number: Company NAtC Number: SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community o i#f'catx, (2) insurance agent/company, and. (3) building owner_ Comments A C o,..ws,tL.�o'Y ^I> C. 2 Cal) = r'o r cn r= L3r 35�� a4 - r.-OS G Z (3) = T f' cs (-' fz3 a...a c L` ( Z °5 4 s- G Z. e) z ivo r —t Fir ors`- r' -vcTcs 0, r'n- ye.) , z , 4- Date Signature P t 3 2.2_1_ 2.2_1_ SECTION E - BUILDING ELEVATION INFO N (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BEE) For Zones AO and A (without BFE), complete - items El-ES. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El . Provide elevation information for the following and c;i;eck the ., 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, craiitspace, or b) Top of bottom floor (including basement, crawispace EZ For Building Diagrams 6-9 with permanent flood open (elevation C2.b in the diagrams) of the building is E3. Attached garage (top of slab) is - ❑ ❑ meters ❑ above or ❑ below the HAG_ E4. Top of platform of machinery and/or equipment servicing the building is _ 0 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 certlf this information in Section G. ❑ feet 0 meters ❑ above or 0 below the HAG. feet ❑ meters ❑ above or ❑ below the LAG. in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor feet ,❑ meters ❑ above or ❑ below the HAG. 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 Owners or Owner's Authorized Representative's N Address Signature Comments Date State Telephone ZIP Code ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law-or ordinance to administerthe communi%/s floodplain management ordnance 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 --G10. In Puerto Rico only, enter meters. G1. 0 The information in Sec.)ion 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 certit"Ir elevation information_ (Indicate the source and date of the elevation data in the Comments area below.) A community official cornpjefed Section E fora building located in Zone A (wri hout a FEMA -issued or community- issued BEE) or Zone AO. The following information (Items G4 -G10) is provided for community floodplain management purposes. G2- ❑ G3. ❑ G4. Permit Number G5. Date Permit issued G6. Efate Certificate Of Complrance/Oc cupancy issued G7. This permit has been issued for, ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the braiding: ❑ feet ❑ meters Datum, G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ' © meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Officiars Name Community Name Signature Comments Tale Telephone Date Check here if attachments. FEMA Form 086 -0-33 (7112), , Replaces all previous editions_ City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. / t.)0 Li Date Requested 2 1,1; Owner's Name ii-1471,\X5 Date Needed Gen. Contractor Subcontractor Contact Information fr7i1/-1/ -71.4- 7 41 Project Address 1474c-f% Scope of Work 0) t-74,0, j , - Inspector Date of Inspection e Nli c i Inspection , , Pass Fail Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee Inspection Pass Fail 0 Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. , Date Requested %.1 rS. INTERNATIONAL CODE COUNCIL' MEMBER Owner's Name k.4,7," 7, j -_-,) _ Date Needed ii , Gen. Contractor --;-/-- --/J': _ Subcontractor Contact Information i/L„,10/4/..--7-:. Project Address 1J ,---/77:,3-ki , Scope of Work 1,i 1,-, (L) Inspector Inspection Date of Inspection / Pass Ill Fail DI Fee Inspection Pass Fail El Fee Inspection Pass 0 Fail Fee Inspection Pass Fail Ei Fee Permit No. Owner's Name Gen. Contractor I City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 ) re\ &QJ Date Requested Date Needed Subcontractor 4•' -13 2- —t 3 wi~ _ it`it` MIIIMiia INTERNATIONAL CODE COUNCIL' MEMBER Contact Information \0 a\ -ei - O �c� c Z 7 Project Address . Scope of Work \ n , L) Inspector 7 Date of Inspection ? Z.- ..3 Inspection } A r Pass Er Fail Ei Fee Inspection " `` Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. I 4 imrsLrTitt.er:16:14„4:rilormi!L CODE COUNCIL: MEMBER Date Requested Owner's Name , Date Needed Gen. Contractor , J Subcontractor Contact Information Project Address 44 7 Scope of Work Inspector 214 Date of Inspection Inspection /72C4 Pass 11/ Fail D Fee (///,\„,) ) Inspection Pass Fail El Fee Inspection Pass Fail El Fee Inspection Pass Fail Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. J (J.) Owner's Name K -.47. Gen. Contractor Contact Information Project Address `T n,a < «�'�r Scope of Work i, ),r=&,{A..J �- Inspector icy Inspection 1u Date Requested i.21/1 Date Needed mum INTERNATIONAL CODE COUNCIL` MEMBER Subcontractor 11)N j -- tw r.v_. Date of Inspection Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 01/24/2013 13:29 Serial No. CH35228060004 TC: 376297 Destination Start Time Time Prints Result Note 18888514411 01 -24 13:28 00:00:51 001 /001 OK Note MIX: Mixed Ori final_TX11CALL:CMaanuaal1TX. Original Size gFWD:FFoorwaard, PC: PC -Fax. RLY: Double-Sided Confidential.RUL: Bulletin. PC1SIP: SIPnFax.FIPADR:FIP 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, LOUR:Receiving length Over, POUER: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 GEORGIA POWER PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 -851 -4411 Location Address: 7 Type of Release: Temporary Electrician: •1-4p.1 /�\ Uwner /Builder: Permanent Release Date: ? /Z4j) 13 —a >24 ms's -7- 4/ 1 Permit # Phone # Phone # Location Address: Type of Release: Electrician: Release Date: Temporary Permanent Permit # Phone It owner /Builder: Phone # RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 7 -, Type of Release: i/ Temporary _ Release Date: 2 13 Permanent Permit # l3- -Gb2c/ `Jnl Electrician: `jpJ 1 Phone # loS►' %- �3c/�® Owner /Builder: � i �T� Phone # (4W -i0bb( Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone # City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. Owner's Name k ; Gen. Contractor i rh,z. _2). Contact Information )017_ INTERNATIONAL CODE COUNCIL' MEMBER Date Requested Date Needed Subcontractor Project Address ±1--- -7 ; E &}-1 -1 , 1/11-u4 Scope of Work 1\llr,;.�,) *� Inspector Date of Inspection ) Ate, Inspection I -00- . ! ,,J L • c_--1 v'? ! - :2 Pass FaiL� Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. \ 0029 Date Requested — Owner's Name V2 vY .yS Date Needed 4-13 111"` MEM* lia■maisal INTERNATIONAL CODE COUNCIL' MEMBER Gen. Contractor r 1, A..e) (Jr o Subcontractor Contact Information Project Address Scope of Work Inspector D e_ 640) TreAn41--) ) Inspection (/.2-733 2-7 Date of Inspection Pass Fail II Fee Oa< Inspection Pass Fail Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee Dianne Otto -3-0 D29 From: Paul Scott [ps31416 @aol.com] Sent: Tuesday, January 22, 2013 6:46 PM To: Dianne Otto; jay @maupinengineering.com Cc: ndawson @dawsonarch.com; dkdbus @gmail.com Subject: Re: Thank you Dianne and Downer. I will pass the word the our team. Also, since we currently have a lane that is already mixed with existing dirt, rock, etc., I will take a picture tomorrow of the street in its current condition and send to all of you. Thanks again, Paul Scott Original Message From: Dianne Otto <Dotto @cityoftybee.org> To: Jay Maupin <jay @maupinengineering.com >; Paul S. Scott <ps31416 @aol.com> Cc: Neil Dawson <ndawson @dawsonarch.com >; 'Downer Davis' <dkdbus @gmail.com> Sent: Tue, Jan 22, 2013 5:15 pm Subject: RE: Re: Dear Jay and Paul, I visited the site today and only loose stone is currently on the street. I concur with the proposed daily sweeping plan rather than installation of a standard construction exit at 7 Tenth Place. However, if any tracking of dirt into the street occurs and it has not been completely swept prior to the end of a workday, this accommodation will be withdrawn. No exceptions. Therefore, if Downer Davis and /or I find dirt in the street during an evening, morning, or weekend inspection while no work crew is onsite, I will communicate to you that the sweeping agreement has ended and a construction exit must immediately be installed as per the approved erosion control plan. Sincerely, Dianne K. Otto, CFM City of Tybee Island dotto a(�cityoftybee.orq phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus angmail.coml Sent: Tuesday, January 22, 2013 12:00 PM To: Jay Maupin Cc: Paul S. Scott; Neil Dawson; Dianne Otto Subject: Re: With the understanding that the characteristics of the site and surrounding topography are the basis of this being allowed, I concur and defer to Ms. Otto for any further comment on this. Downer On Tue, Jan 22, 2013 at 11:24 AM, Jay Maupin <iay(a maupinengineerinq.com> wrote: Downer, 1 After speaking with Paul Scott last week and reviewing your pictures of the entrance, I would suggest that the current recycled gravel at the construction entrance be acceptable with the stipulation that Mr. Scott daily check any sediment tracking onto the street and sweep the street as needed. If this situation is found to be an issue as the project progresses, I have had assurances from Mr. Scott that he will work with me, you, and the City to relocate the entrance or replace the stone as we deem necessary. Please let me know if this solution is acceptable to you and the City. Thanks, Jay Maupin, PE, LEEDAP President Maupin Engineering, Inc. c: 912.667.7757 f: 866.209.4239 www.maupinengineerinq.com mei - making engineering innovative ............................................................................................. ............................... This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Attached Message From: Downer Davis <dkdbus @gmail.com> To: Jay Maupin <jay @maupinengineering.com> Cc: Dianne Otto <Dotto @cityoftybee.org >; Paul S. Scott <ps31416 @aol.com> Subject: Re: Date: Wed, 16 Jan 2013 15:59:13 -0500 Jay, As your plans correctly show a Co- Construction Exit, I'd need your recommendation for alternate design. I believe a brief phone call between you and I is the quickest and most productive method of resolving this. I just left you a message on your cell. Feel free to call me until 9pm this evening or after 6am in the morning. Downer On Wed, Jan 16, 2013 at 3:26 PM, Jay Maupin <jay( maupinengineerinq.com> wrote: Paul — Let me know your planned approach to fix this issue. Thanks, Jay Maupin, PE, LEEDAP PRESIDENT Maupin Engineering, Inc. c: 912.667.7757 f: 866.209.4239 www.maupinengineering.com mei - making engineering innovative 2 From: Downer Davis [mailto:dkdbus©gmail.com] Sent: Wednesday, January 16, 2013 8:03 AM To: Dianne Otto Cc: Paul S. Scott; Jay Maupin Subject: Fwd: Yesterday, at 12:37pm, Paul Scott called me to request an initial BMP inspection. Attached is an email from the SW corner of the lot looking somewhat NE towards the Co- Construction Entrance. The Sdl-Sediment Barrier is fine. The Co is not of the proper stone but appears to be crushed aggregate base. A close up is attached. Tracking from this site will result in sediment being uphill of lots to the east nearer the dunes. It is unlikely that sediment could make it south across the lot to the east into the detention basin that discharges into the City storm system. However, tracking onto property of others is required. Either a proper Co (of at least a limited size) will need to be installed or the Engineer concur with an alternate method of addressing prevention of sediment tracking from vehicles. For the record, this GC's only other recent project on Tybee was on a nearby lot where the existing driveway remained, the house took up almost all of the remaining lot and there was little opportunity for trucks to leave paved surfaces. Forwarded message From: Downer Davis <dkdbus @me.com> Date: Wed, Jan 16, 2013 at 7:32 AM Subject: To: "Downer K. Davis, Jr." <dkdbus @gmail.com> Sent from my iPhone No virus found in this message. Checked by AVG - www.avg.com Version: 2012.0.2221 / Virus Database: 2638/5537 - Release Date: 01/16/13 3 bzQQ -J CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : Issued to: 01- 002055 DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PURCHASE ORDER PO Number: 13 -212 68 This nunter must appear on a r ated correspondence, shipping papers and invoices. Date: Ship to: 1 2 / 0 3 / 2 0 1 2 equisition # : 1 3 - 2 1 2 6 8 CITY HALL 4 0 3 B U T L E R A V E N U E TYBEE ISLAND, GA 31328 Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Engineering Engineering family home $262.50 fee - Kamins 100- 7220 -52 -1203 fee for Myron Kaminsky new single - at 7 Tenth P1 - Inv #21 2030 01 for Purchase Order void after 90 days. Special Instructions: 0.00 262.50 I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 262.5C Authorized by For the City of Tybee Island Date DAVIS ENGINEERING, INC. 12 -3 -12 P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbusCa�gmail.com INVOICE November 30, 2012 Invoice #21203001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Kaminsky Residence 10 -26 -12 10 -30 -12 11 -16 -12 11 -30 -12 ti2.3 -12 n,c, Coord on assisting Engr. In reviewing typical /sample n.c. Response to Engr. on presubmittal emailed 0.75 Review and response to Engr. 0.75 Emailed review comments n.c. Final review and Concurrence 1.50 hours @ $175 /hour = $262.50 Total Due This Invoice DATE ISSUED: 01 -14 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 7 TENTH PL — PIN #4- 0006 -18 -013 JULIUS KAMINSKY PO BOX 60069 SAVANNAH GA 31420 -0069 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH GA 31410 2565 P $4,925.50 $325,000.00 w t PERMIT #: 130029 TOTAL BALANCE DUE: $4,925.50 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: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org /5-A779 RECEP ED �✓ QOOto' /f' oI - CITY OF TYBEE ISLAND — - APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT r e%). se- Location: is1 ro- PhRce av NAME ADDRESS _ 1 sets of building plans 1 copy of survey showing ground elevations & flood zone I copy REScheck or COMcheck $2,50 plan deposit PIN# -Do46- 19.013 TELEPHONE Owner 4 0414 * j 1 Cove Po;41- ,g e SAW4 i ,., b, oh pour 112. 4l 1. 770 Architect or Engineer NO'D Aws o n t 41A- DAWSON - ,1.1IT_cts hR (D7.1" Rrra" woods. t-gpp , St-e. I Suv4"4tit 64 It 41� K12. 4" . Zit l Building Contractor , . I . , f , c . /At - , tau _ if" Me". A rev s; de 2r,vt SDI vaimot it , 6,4 314D5 V2- 'Ult. 1401 (Check all that apply) c�1)tha, �Fr� IZ New Construction Wither Details of Project: N evu 'a s H � (1-26..1 ¢ t:e. Residential Single Family O Duplex ❑ Multi - Family ❑ Commercial Estimated Cost of Construction: $ 3Z 7, D oO Construction Type 12; (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: S;� fi It 1✓uw,; L R t411,,, *' l Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units t # Bedrooms S # Bathrooms 2. Vz- Lot Area 1111 Rk r p Living space (total sq. ft.) 2$ (off' # Off - street parking spaces Z Trees located & listed on site plan ✓ Access: Driveway 24 (ft.) With culvert? With Swale? Setbacks: Front 2o' Rear to Sides (L) to' (R) t b' 71 # Stories Height 3't - t rf Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through Ca ■ 1-fr On -site waste and debris containers will be provided by Cb ►tltr., chrr Construction debris will be disposed by (brtirwa Foy by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that maybe necessary to restore drainage impaired by this permitted construction. 1 Date: lZ • ? 7. l2 Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone N e I Z Approved rezoning/variance? Street address and number: New 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) Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signa One Ai/ PO aeeos4- c\,Q.Ck LS toS x plod = A5(01500 FEES Permit 132' Inspections 7 "l 0 Water Tap ex ;54- S Sewer Stub ex `,SA-t� Aid to Const. 2 CC Recovery J J/A Q,nc6. • z. (02. So TOTAL # `i q 2C.SO REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: /✓��%� Project I.D.: /(qvf 54-7 Attachments approved by: Date: June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ field manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While 1 regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. 1 have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am fording. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Sign at e of O / ontractor 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: l Di- 6 S, fp t■ Pik L� t 4) it 4 - 00 a & - i 8 - of 3 Owner's Name: kei✓%MnS k� Address: Contractor's Name: . av i 3. fCOfir 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. l� /0" f&- BFE A et-2_ Acknowledged and agreed to this I ctor Signature Owner / Contractor Printed Name day of 1 $-1112— , 20 /).- . Location of Work: Owner's Name: Address: Contractor's Name: STATE ENERGY CODE AFFIDAVIT LG4— (S I0� �(c* ic-cov‘;„,k y Lo 4— � 6,5— 104—`' pc,,_, This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. 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. gp„,/,3c4 1,Z/4 7' •� ' Owner's Si Signature Date It I i Ji I (/i5 / (� gnature Date ? I 5 a— Contractor's Printed Name CITY u. fYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 • Fax (912) 786 -9539 Water Tap and Sewer Stub Application Location of work (street address) Contractor Sco L (oS) low Sr Address of contractor (t® ('.urYr,,:-.,g,0(c �r,.rc / 5C�C 6 ,v, 3 /'(t0 Contact name & telephone number of contractor J • Name of property owner Mailing address of property owner Telephone number of property owner Details of project Residential ‘7. Commercial Enter the required number of water taps /meters and the number of sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number ‘v Stub of Taps a Size of Stubs 47 Size 3/4" 1" 6„ • 1 -1/2" \P 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of meters and lines shall be the responsibility of the owner /contractor. Contact the Water /Sewer Department at (912) 786 -4573, extension 122, for line and tie -in locations and for inspections. Contact the Community Development Department at (912) 786 -4573, extension 136, to arrange pick up of a meter. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact (912) 786 -4573, extension 110. c.,% s signature fr �, -f-4✓ Gid✓ �` Date // /J7/ Owner Owner P� ante Contra i s Contractor printed name Date Location of Work: Owner's Name: Address: PERMIT FOR INFRASTRUCTURE ALTERATIONS Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Contractor's Printed Name Date Date APPRO VAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: Co 5— / 1 fig- Owner's Name: Fr., ,\,., sky Address: Li co Pa;.,4- n 5 c . 3/Vl1 Contractor's Name: CAA-- ( c 64- This letter is to confirm the understanding of the owner I contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner I contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It will be grantejl,for a maximum of six months and may be revoked as circumstances dictate. PJ ,A, +-kr ,A.t.' Owner's Printed Name tr- Contractor's Printed Name Witness's Signature Witness's Print Name Date Date ALL udirirga service nnc[ud,e•d, must be COPPER. RP,OO thimktum aHoveed.. Means sha[[ be pr •eqded to disconnect aii conductors from the sereice -entR'arce conductors. NEC 23'0.70 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: Lo-j- (o 5 / Ott" Owner's Name: rce.vw■ k Address: Pt"c Contractor's Name: List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company j�.,.'%,.rr�, .y cwc j � Ll Address Contact Person rc)1,..`. \11% 4 w4J 2. Company Address 1\05 r144 N o,,,,k 3. Contact Person `fi �. 7%,y. Company 9 e tc.1. c.• Neat,., �'► Address ?0.( 4255. C�aye#o..) G A.31Y19 Contact Person C1r ; S I c.)by 4. Company V ej f . \-k c Pt•,.u..11; J Address ?0. aKI)C NY /G1.•yfbh) 6* Contact Person Ucrr%en L'Vtr,c1( . )L 5. Company i%igns+a`S Cowof��.��ev\ Address i��w; idc,,,a�,� Lw /31Q Ji' • � i �S j cA. t3o �r r' Contact Person Business Type Fca License Number 3 +y0,•. Cc 4 l '1 Phone Number (I )) 31;, .56y Business Type License Number 3D+ C�c - EZ /dab7 Phone Number (c5 - 99 G Business Type EiV A—{., License Number ( .* C N 9 Phone Numbe(91)) 6 $). - (3 5 9 Business Type License Number r-‘ p k09 615— Phone Numbe0 I � L{,� 9 - 1° r) 4 Business Type hrtzreotir' License Number Phone Number (Ci ()) (v 7 - 53O Attach additional sheets if needed. Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: REScheck Software Version 4.4.3 Compliance Certificate 2009 IECC Tybee Island, Georgia Single Family 12% 1851 2 Owner /Agent: HE1VED l�4am�nsk 1 I -27- ?er /.fe;l t2 1)aws 4-Lt tZEsc1� -�k- cl;ci oba M— .S tum, f i °`v` 5 . Designer /Contractor: Compliance: Passes using UA trade -off Compliance: 20.3% Better Than Code Maximum UA: 627 Your UA: 500 The % Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff riles. Il DOES NOT provide an estimate of energy use or cost relative to a minimum.code home. Maximum SHGC: 0.30 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. R -Value Glazing UA or Door U- Factor Ceiling 1: Steel Joist/Rafter, 16" o.c.:2x8 Skylight 1: Metal Frame:Double Pane with Low -E SHGC: 0.27 Skylight 2: Metal Frame:Double Pane with Low-E SHGC: 0.27 Wall 1: Wood Frame, 16" o.c. Window 3: Other SHGC: 0.30 Window 4: Other SHGC: 0.30 Window 5: Other SHGC: 0.30 Window 6: Other SHGC: 0.30 Wall 2: Solid Concrete or Masonry:interior Insulation Window 1: Other SHGC: 0.30 Window 2: Other SHGC: 0.30 Wall 3: Wood Frame, 16" o.c. Window 8: Other SHGC: 0.30 Window 9: Other SHGC: 0.30 Window 10: Other SHGC: 0.30 Window 11: Other SHGC: 0.30 Window 12: Other SHGC: 0.30 Window 13: Other SHGC: 0.30 Window 14: Other SHGC: 0.30 Wall 4: Solid Concrete or Masonry:Interior Insulation Window 7: Other SHGC: 0.30 2416 9 30.0 0.0 113 0.390 4 9 0.390 4 744 13.0 0.0 57 9 0.320 3 9 0.320 3 15 0.330 5 15 0.330 5 155 0.0 7.0 14 9 0.320 3 9 0.320 3 767 13.0 0.0 54 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 105 0.0 7.0 9 15 0.330 5 Project Title: Data filename: W :112048.00 - Kaminsky Beach House ldrawingslRescheck12012 -11 -20 Kaminsky Rescheck.rck Report date: 11/27/12 Page 1 of 7 Wall 5: Wood Frame, 16" o.c. 460 13,0 0.0 36 Window 16: Other 15 0.330 5 SHGC: 0.30 Wall 6: Solid Concrete or Masonry:Interior Insulation 225 0.0 7.0 19 Window 15: Other 15 0.330 5 SHGC: 0.32 Door 1: Glass 21 0.330 7 SHGC: 0.28 Wall 7: Wood Frame, 16" o.c. 801 13.0 0.0 52 Window 17: Other 15 0.330 5 SHGC: 0.30 Window 18: Other 15 0.330 5 SHGC: 0.30 Window 19: Other 15 0.330 5 SHGC: 0.30 Window 20: Other 15 0.330 5 SHGC: 0.30 Window 21: Other 15 0,330 5 SHGC: 0,30 Window 22: Other 15 0.330 5 SHGC: 0,32 Door 2: Solid 21 0.400 8 Door 3: Glass 20 0.330 7 SHGC: 0,28 Door 4: Glass 20 0.330 7 SHGC: 0.28 Door 5: Glass 21 0.330 7 SHGC: 0.28 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 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements lisle . the REScheck Inspection Checklist. 1\40, l aIA; 5'aw "" Ail //_ t �� ✓� -2 f ... Name - Title Signature .r Date Project Title: Data filename: W:112048.00 - Kaminsky Beach House \drawings \Rescheck12012 -11 -20 Kaminsky Rescheck.rck Report date: 11/27/12 Page 2 of 7 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: REScheck Software Version 4.4.3 Inspection Checklist 2009 IECC Tybee Island, Georgia Single Family 12% 1851 2 Ceilings: ❑ Ceiling 1: Steel Joist/Rafter, 16" o.c.:2x8, R-30.0 cavity insulation Comments' Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments* ❑ Wall 2: Solid Concrete or Masonry:lnterior Insulation, R -7.0 continuous insulation Comments' ❑ Wall 3: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments* ❑ Wall 4: Solid Concrete or Masonry:Interior Insulation, R-7.0 continuous insulation Comments* ❑ Wall 5: Wood Frame, 16" o.c., R -13,0 cavity insulation Comments' ❑ Wall 6: Solid Concrete or Masonry:Interior Insulation, R -7.0 continuous insulation Comments' ❑ Wall 7: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments' Windows: ❑ Window 3: Other, U- factor. 0.320, SHGC: 0.30, For windows without labeled U- factors, describe feares: #Panes Z Frame Type +�1 *' t% T.7ic s Yp hermal Breaks Yes %I. No Comments' ❑ Window 4: Other, U- factor: 0.320, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Z Frame Type V4141"0141 F;b0►1(4 Thermal Break? Yes j( No Comments: ❑ Window 5: Other, U- factor. 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes % Frame Type l-' tYtt ' $IiL Thermal Break? Yes No Comments' ❑ Window 6: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: ASS #Panes 7- Frame Type ✓t11'wk k tbt1 Thermal Break? Yes x No Comments' ❑ Window 1: Other, U- factor: 0.320, SHGC: 0.30, For windows without labeled U- factors, describe features: Project Title: R eport date: 11/27/12 Page 3 of 7 Data filename: W: \12048.00 - Kaminsky Beach House\drawings \Rescheck12012 -11 20 Kaminsky Rescheck.rck r 0> lars #Panes L Frame Type' J\ 1 ' 4 c t - Thermal Break'? Yes k No Comments. ❑ Window 2: Other, U- factor: 0.320, SHGC: 0.30, For windows without labeled U- factors, describe fea!C tures: ovy 'r Panes 2 Frame Type ' f'4lJ FII' Thermal Break'? Yes No Comments' ❑ Window 8: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, (describegfeattges: #Panes 2- Frame Type b� hrNd-eC 'Lt' thermal Break'? Yes No Comments- ❑ Window 9: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe f atures: #Panes Frame Type R.1til A to by 'thermal Break'? Yes _1(._ No Comments' ❑ Window 10: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe feaatuurts: #Panes 2- Frame Type O�14}'r1.44( ri hermal Break'? Yes No Comments: ❑ Window 11: Other, U- factor. 0.330, SHGC: 0,30, For windows without labeled U- factors, describe fggatures: ®I ig`d5 #Panes 2 Frame Type R,f f�,4S 1 F, 6 hermal Break? Yes X No Comments: ❑ Window 12: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes 2- Frame Type P.1 41,-14A rt 9"'Therm l Break? Yes X' No Comments' ❑ Window 13: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe fla es: #Panes 7- Frame Type Pylf...44.4 ribs/1 hertral Break'? Yes x No Comments' ❑ Window 14: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe eatures: #Panes Frame Type >D'1 F')'Kdwt R ermal Break'? Yes No Comments: ❑ Window 7: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, descrite r : #Panes Z Frame Type �it 4 -a ri Tftei1rmal Break? Yes No Comments: ❑ Window 16: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U -fa tors, de be ffeattus: 2 re #Panes Frame Type . Thermal Break? Yes L. No Comments' ❑ Window 15: Other, U- factor; 0.330, SHGC: 0.32, For windows without labeled U- factors, describe fea res: #Panes 2. Frame Type 941 ►r41 C:6Th aMreak7 Yes x No Comments: ❑ Window 17: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U-factors describe featyres: �trr^d�b c arri t�5'S #Pares t' Frame Type hetmal Break'? Yes X No Comm ants' Project Title: Report date: 11/27/12 Data filename W: \12048.00 - Kaminsky Beach House \drawings \Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Page 4 of 7 Q' Window 18: Other, U- factor: 0,33 'IGC: 0,30, For windows without labeled U fac. .,, describe featur5 e s: #Panes Frame Type gui+hAdtd a`thimtal Break? Yes X No Comments' Q' Window 19: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes '- Frame Type Q''t .6-414(1 Ft b e ��S1 yp Th��rmal Break? Yes 3' No Comments. Q' Window 20: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe feeaturres: S #Panes Z Frame Type "e'1 ��`ad4 Ft b Ttferllmai Break? Yes / No Comments' Q' Window 21: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: �� 5 #Panes L Frame Type Q- )11'Y4td. rte TheYmal Break? Yes k No Comments: Q' Window 22: Other, U- factor: 0.330, SHGC: 0,32, For windows without labeled U- factors, describe feeyatu��res: #Panes Frame Type Q 1 td Yf v Th4rmai Break's Yes 14 No Comments: Skylights: Q' Skylight 1: Metal Frame:Double Pane with Low -E, U- factor: 0.390, SHGC: 0.27, For skylights without labeled U-factors, describe features: #Panes ?' Frame Type A Iv Thermal Break? Yes ,i No Comments. Q' Skylight 2: Metal Frame:Double Pane with Low -E, U- factor: 0.390, SHGC: 0.27, For skylights without labeled U- factors, describe features: #Panes Frame Type Pk l.ow".ZV'." "- Thermal Break? Yes ' No Comments' Doors: Q' Door 1: Glass. U- factor: 0.330, SHGC: 0.28, Comments' Q' Door 2: Solid, U- factor: 0.400 Comments' Q' Door 3: Glass, U- factor: 0.330, SHGC: 0.28, Comments' Q' Door 4: Glass, U- factor: 0.330, SHGC: 0.28, Comments' Q' Door 5: Glass, U- factor: 0.330, SHGC: 0.28, Comments' Solar Heat Gain Coefficient: Q' Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table, Air Leakage: Q' Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. Q' Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /door jambs and framing. Q' Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Project Title: Report date: 11/27/12 Data filename: W:112048.00 - Kaminsky Beach House \drawingslRescheckl2012 -11 -20 Kaminsky Rescheck.rck Page 5 of 7 Q' Access doors separating cop ' " ned from unconditioned space are weather - stripped ' ' nsulated (without insulation compression or damage) to at least the level isulation on the surrounding surfaces. Where loose fill Jlation exists, a baffle or retainer is installed to maintain insulation application. Q' Wood - burning fireplaces have gasketed doors and outdoor combustion air. Q' Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Q' Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned With insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (g) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: Q' Materials and equipment are installed in accordance with the manufacturer's installation instructions. Q' Materials and equipment are identified so that compliance can be determined. Q' Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Q' Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: Q' Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Q' Building framing cavities are not used as supply ducts. Q' All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Q' Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Q' For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Q' Circulating service hot water pipes are insulated to R -2. Q' Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date: 11/27/12 Data filename: W: \12048.00 - Kaminsky Beach House \drawings \Rescheck120 1 2 -1 1 -20 Kaminsky Rescheck.rck Page 6 of 7 Q' HVAC piping conveying fluids 9 105 degrees F or chilled fluids below 55 degrees F nsulated to R -3. Swimming Pools: " Heated swimming pools have an on /off heater switch. Q' Pool heaters operating on natural gas or LPG have an electronic pilot light. Q' Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: Q' A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Snow- and ice- melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space - conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Data filename: W:\12046.00 - Kaminsky Beach House \drawings \Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Report date: 11/27/12 Page 7 of 7 2009 IEC ' Energy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 30.00 13.00 0.00 Glass & Door Rating U- Factor SHGC - Window Skylight Door 0.33 0.39 0.33 0.30 0.27 0.28 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name. Date* Comments: APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION ZOND7G ADMINISTRATOR DATE APPROVED DY THE TYBEE ISLAND MAYOR AND COUNCIL • AYOR DATE \fif9 ! Ara14-9 r I1- 14 -09-- DATE CLERK OF COUNCIL 176.13' TO BUTLER A S 70 °30'00 "E 186.00' TENTH STREET TENTH COURT TENTH TERRACE PLACE ISITEI ELEVENTH STREET 10TH. PLACE 16' ROADWAY PT. LOT 65 PAL iN a IN .3.1.11,03 13aE5.1 N 70- 30'00 "W 185.00' THE PRIVATE DRIVEWAY ACCESS & UTILITY CAeBMENT AND STORM DRAINAGE EASEMENTS ARC HEREBY DEDICATED PERPETUALY TOR THE USE BY THE OWNERS AND RESIDENTS OF AU. LOTS IN THE BUBDIVI3ION. SAID EASEMENTS AND DRAINAGE SHALL DC MAINTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY OF TYBEE ISLAND. REFERS CB: PRO H 68 DR 148 3B 624 DRAB 33 -9 40 J. WHITLEY REYNOLDS LAND SURVEYOR 838 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31.405 TELEPHONE: 912- 352 -0484 FAX: 912- 352 -7787 DA DATE EQUIPMENT: TOPCON AP-L1A ERROR O► CLOSURE: LINEAR 1/- = /AROIE • NOM BY: - PUT: ]/MTBIITY, 0 D0 SCALE: I" - 20' DATE: OCTOBER 29, 2006 SURVEY DATE: AUGUST 0, 2007 PLAT 791.E NO. 00 -1718 VICINITY MAP (NOT TO SCALE) N I1P32'00"E 80.09' B •O0'1 467' 6/6" ARF JI 7E1 / 20' DRAM. E9TT.JGRAE INLET 20' PRIVATE DRIVE ACCESS ZONE A8, BFE 13 F. N :1- 20' DAT. POND EMIT. LOT A AREA 4885 SF Z m I 8' 10' DRAM. ERMT. 26' on. POND E911T. 9" RDF L AAA,,, 60.81' 19.79' I0.00' L07' E �IA TAN' 7 20 .86186 2.00.12.81 N r4 W Il 4 R 0' I° I* ZONE A8. BEI 13 11'1111;2? 19 C: 5: 07 5kcr ZONE AN, BFE 14 ZONE A8, BFE 15 BENCHMARK NAIL IN P/P e• INPUT ZONE V9, BFE 18 0' DRAINAGE EASEMENT CENTERED OM STORM PIPE 6' WALKWAY CBNTSNED ON P 66' TO -'ARENT INGE WATER LINE. 130.17' 9 70 °30'00"E 6.1 70 , .a 1 gaira=Airmimi TACK END NIP i \`.I 1 26' ACCESS A 1171E C-ST. IN PAVOR OP LOT B AREA 6420 ST 2 STORY FRAME ROUSE 1OT GPO 10' DRAIN. MIT. 900EEN PM 10.001 N 70•24'ID14 N 70•28'19'7 ELEVENTH STREET 0 20 40 80 6 N 70°30'00 TWIN, IP HAT N M 1 V ZONE AB, BFE 14 60.98_•1/2" rem, lliii111ii1 GRAPHIC SCALE - FEET 6/8" RBS 225X00' s sway FRAME Bun LbT C -1 3908 ET S 70430'001K 94.49_ 3 STORY FRAME BIDO. IIOT C -2 AREA - 3417 ST ZONE A8. BFE 15 DECK 94.19' ACCORDING TO THE FIRM, DATED 6 /I7 /86 1711E SITE 16 WITHIN THE 100 YEAR FLOOD ZONE TEL BYE 18 01 P3 T/1 TOE OF DUNE LINE /O• ROT REVISED NOVEMBER 14. 2007 TO SHOW DEF. POND ES/AT. ON LOT A. PAVERS ON LOTS C -1 A C -2 AND DRAIN, 55110 OF TOT 7. REVISED RECOMBINATION LOTS A, B, C -1 & C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65, 'WARD NO. 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE ggS7 531 G ...., j7q r i.;: it Mg z A -� A R'R444 § 00 0 150 1 f cN $ n 444 4 my : A $ ; t011n �• �av if e-411 / °tea t ` ` G 1t I e / ; it ,d • 0432 " 4,4? L =Ai A TOPOGRAPHIC SURVEY OF A PORTION OP BEACH LOT 65, WARD 3, TOWN OP TYBEE 5TH GM DISTRICT, TYBEE ISLAND, CHATHAM C tTY GEORGIA PP,ARrto NHMAPPKAIFs lc Kern- Coleman & Co. u u.».r.,mau.n......“* ...... Co,. i State LU tV Con. t t a Ke fifty - serer, and forty_sLX and Cy- one anot ?r with the .ster y Pave feet e g 0 n :,;� c. N>e33o i•v A'aweww 8 4 1 Ott 1„, Lor * GS 66 .ELEVENTH ..5rATE oi' 44.-0 .. oiq: ,Sc C NA 7'N �r"rarre Lot 6�5 Li T . 'i y' .s .v. r ee /.5/8.7d. Apri/ 2., /9-94x C,4■91 Z.y 4n1 i as ..<e. : . •„Surv9�.' f cwt 34.. 340 pF EDGE OE PAVFNENTIT PHALT/(9ROKEN) ,a I 20' DRAINAGE EASEMENT \ n 20' PRIVATE DRIVE ACCESS \ fv & UTILITY EASEMENT ' m 1 REVISED, RECOMBINATION, LOT A A. OGN LOTS A, B, C -1 -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LO 65 SUB 39S. PG 54 N/F: HOWARD & F._.'114 LEVY PIN: 4- 0006 -1 018 25' DETENTION PCIVD EASEMENT II LOT 7 E- SUBDIVISION OF FRONT LOT 66, IN W D 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F•I 611 PROPERTIES, LLC PI(i: 4- 0006 -18 -011 1A7 3 a ZONE RE ZONE AE BEE 14 II II II II @CIPYRIGHT POI? I Mounin Fnnineerino, Inc, GENERAL NOTES: 1. ALL CONSTRUCTON MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY OF TYBEE'S LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 2. ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. MANUAL. 3. THE OWNER, OWNER'S REPRESENTATIVES, CITY AND OTHER REGULATORY AGENCIES SHALL HAW THE RIGHT TO ACCESS THE SPE AT ANY TIME FOR PURPOSES OF OBSERVING WORD PERFORMED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED TO PERFORM WORK SUCH AS RIGHT -OF-WAY ENCROACHMENTS, LINE TAPS, ETC. 5. ALL UTILITIES ARE SHORN AS APPROXIMATE ON THE PLANS AND SHOULD BE HELD VERIFIED BY THE CONTRACTOR. SOME UTIUTIES AND SERVICE LINE LOCATIONS ARE UNKNOWN AND NOT SHOWN ON THE PLANS. THIS DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO PROTECT EXISTING UNDERGROUND FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A VALID U11UTY LOCATE TICKET FROM THE GEORGIA UIIUTIES PROTECTION CENTER (811 / BOO -282- 7411), AND COORDINATION WITH OTHER SUCH LOCAL UTUTIES AS MAY BE REQUIRED. FOR CITY WATER AND SEWER SANITARY LINE LOCATIONS. CONTACT THE UTIUTES PROTECTION CENTER (811 / 800 -282 -7411) A MINIMUM OF SEVENTY -TWO (72) HOURS PRIOR TO DIGGING. 6. THE CONTRACTOR WILL PROTECT ALL TREES NOTED TO REMAIN WITHIN AND ADJACENT TO THE CONSTRUCTION ZONE ANY UNAUTHORIZED REMOVAL OF TREES NOTED TO REMAIN WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO REESTABUSH TO THE SATISFACTION OF THE ENGINEER. 7. KNOWN SUBSURFACE INFORMATION CAN BE PROVIDED TO THE CONTRACTOR UPON HIS REQUEST, BUT IT IS THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE NATURE AND EXTENT OF THE MATERIAL TO BE EXCAVATED. THE ENGINEER IN NO WAY GUARANTEES THE NATURE OF THE MATERIAL TO BE EXCAVATED. 8. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BORROW MATERIAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. ALL BORROW MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS AND ORGANIC MATERIAL AND SUFFICIENT TO COMPACT TO A MINIMUM BARRING CAPACITY OF 2,500PSF OR AS OTHERWISE SPECIFIED. 9. ALL ITEMS CLEARED OR DEMOUSHED FROM THE SITE ARE THE PROPERTY OF THE CONTRACTOR UNLESS THEY ARE TO BE REUSED ON THE SITE OR OTHERWISE NOTED. NO BURYING OR BURNING OF DEBRIS WILL BE ALLOWED ON THIS SITE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BHP'S) ON THE SITE AT ALL TIMES N ACCORDANCE WITH THESE PLANS AND THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA'. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION TO EXISTING WATER AND SEWER SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF WATER AND SEWER SERVICE WITH THE CITY OF THREE ISLAND, WATER AND SEWER SERVICES SHALL BE IN ACCORDANCE WITH THE CITY OF TYBEE LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE B &9 N/F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP 6001C 1, PAGE 303 N/F: CAPALLO FAMILY LP PIN: 4- D006- 18-D06 175'3 TO BUTLER AVENUE LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: W1WAM H GERINER PIN: 4- 0006 -18 -007 UTILITIES PROTECTION CENTER Dig ;Safe y. CALL 811 CONTRACTOR IS REQUIRED TO CALL AT LEAST .3 DAYS PRIOR TO START OF CONSTRUCTION N 1b,�15' ROADA LOTH PLACE '` < - ASPHALT (BROKEN) A EDGE OE PAVEMENT ry ) II Vg8 ) cyliwgm oao oowN I F, I ~ 8 4 LLo GdN r r X11\ 2 v 1L r• f l � L _J CI.' 165.00' LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1. PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 LOT 4 RE- SUBDIVISION, OF FRONT LOT 66. IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAG$ 303 N/F: HARRY J. HEIMAN PIN: 4- 0006 -1817 1 Cue o \ 571'39'24 "E — PORTION OF BEACH LOT 85 0.275 ACRE 11,984 SQUARE RUT iLM 11 � UALF\ � 1 141/12 /12 /8'GUM ,,Tx CHAIri` LINK FENCE I - BENT — LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 CHEM�MA(;M� AM MAC NAIL IN ASPHALT ELEV. 9.42' \NAND BB 11 a ,2 GUN A4 \ \ a N7119'24 "W\ LOT 6 RE- SUBDIVISION OF FRONT LOT 68, IN WARD 3, TOWN OF THREE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 2 T 7 1 6 I w i RI 11 15 16 ■=4.114‘ N D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 IA PH. 1 . 912 . 695 .2111 dawsonarch.com VICINITY MAP WA t WI A 0A., C_ 4. n �y - M A U P I N E N G I N E E R I N G ENGINEERING •PLANNING •DEVELOPMENT PO Box 30685 SAVANNAH, GA 31410 o: 912.667.7757 f: 866.209.4239 THIS SET IS RELEASED FOR PERMITTING NO DATE DESCRIPTION 1 lB 19 RECEIVED LL KAMI NSKY — BEACH HOUSE Myron 4 Frances Kaminsky 1 0th Place Tyhee Island, Georgia 31328 LEVEL II E &S CERT: /21051 EXP. 10/31/12 EXISTING CONDITIONS PLAN SCALE: 20' PROJECT NO. 12048 00 DATE 10/09/2012 DRAWN BY DJ5 CHECKED 5Y JAM A C1 O 2012,451_00h/50N, ARCIITECT. PC II I TOP EXPANSION JOINT a mrcnn SUM.. ~� �~ ADJACENT TO PAVEMENT mP SPACNO Jr MAXIM JOINT A OSP.= eemMee CONTRACTION JOINT NOTE. CONCRETE USED FOR SIDEWALKS SHALL BE DYED 'SAVANNAH BRUM,' SIDEWALK SECTIONS Lc) ZONE AE BEE: 12 ZONAE BFE: 11 I P P1-0\ 1 L TWO STORY RESIDENCE \\ 4o 10TH PLACE • 370 ASPHALT (BROKEN) 0 CONCRETE — — _H� --7 '1 ^0Llc HO 41.8' 24.0' 12" 12^ COMPACTED EXISTING SUBGRADE 3.500pd CONC. W/ MBERMESH POROUS PAVEMENT NOT TO SCALE W-CH EXISTING — p, "15' ROADWA EDGE OF PAVEMENT 18.0' (SEE NOTE #6) SSMH TOP: 9 40 ?HO c\, c- /ASPHALT/(BROKEN) \ S71 °39'24 'E _ 165.00' \_ `b BRUSH #89 STONE IN SURFACE VOIDS LOW COUNTRY PAVERS OR APPROVED EQUAL 0 OF #89 STONE 6' OF #57 STONE BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' NAVD 88 3H0 340 EDGE OF PAVEMENT , i i. '.4. W411( • ., • in - 1 *O 0 GARAGE FFE = 1.0/ / N N 4) ZONE AE 3H0 BEE -12' V0 (»' PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET 0 / CD" N 20' DRAINAGE ZONE BFE:13 I pP BASEMENT _20' PRIVATE DR VE ACCESS & UTILITY EASEt�1ENT r LOT A REVISED, RECOMB`NATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE Eiin,STERN 225' OF FRONT LO1j 65 SMB 39S, PG 54 N /F: HOWARD & FATH LEVY PIN: 4- 0006 -18 018 LOT 3 RE– SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 CMF 19.0' 12GV\ 11 N .0' co (r) 12 I N 24 "QAK 25.0' PALM �_I N 165.00' LOT 4 RE–SUBDIVISION' OF FRONT LOT 6E, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: HARRY J. HEIMAN PIN: 4- 0006 -18 -017 — –12 — 0 N CHAIN LINK FENCE LOT 5 RE– SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 N71'39'24 "WW LOT 6 RE– SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 f v DETENTION POIND EASEMENT IRS LOT 7 E– SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAT BOOK 1, PAGE 303 N /F: 1 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 @COPYRIGHT 2012 Maupin Engineering, Inc. D A W S O N 442 A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 dawsonarch.com KAMINSKY — BEACH HOUSE G Myron t Frances Kaminsky I Oth Place Tybee Island. Georgia 31 328 LEVEL II E&S CERT: /21051 EXP. 10/31/12 GRADING PLAN S IC PROJECT NO. DATE DRAWN BY CHECKED BY A C2 2 3 ✓t 10 1 12 13 1 u I IS 15 7 17 11 I 19 I 20 1 2048.00 1 0/05/2012 DJ5 JAM Q 2012 NOL DAWSON, ACHIIOCC. PC K .0 BFE:11 c11 —A CONCRETE 0 — 31-1-C- HO LIMITS OF DISTURBANCE oN ASPHALT (BROKEN) EDGE OF PAVEMENT') Sdl —A INITIAL PLAN P Dls 1- zDs2 l of 12 \11 (0 12 \ 24"QAK J —ZO t "I BFE:11 Sd 1 —A OHO 3N L q LIMITS OF DISTURBANCE ASPHALT (BROKEN) 0 co O CV 0 0 "PALM .11 ,10 0) SSMH ')TOP: 9.40' ;n ;Ho �n I Ds1 Ds2 OHO EDGE OF PAVEMENT L0 coo (� ASPHALT�{BROKEN) ti A A 0; PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET o (0, o' LIMITS OF DISTURBANCE 14 BALM 14/12/12/8 "GUM PF X: BENT ]o; CONCRETE o. MATCH EXISTING o' CHAS /<LINK FENC '�I 10 SSMH ,ZON_E GE BF:12' ZONE AE BFE.1J' 2 — �PP OHO \ Ds2 D OM S d 1 —> TOP: 9.40' OHO 3H0 C" EDGE OF PAVEMENT R' 3H0 ZON BEE:12' �o ASPHALT/(BROKEN) cos EDGE OF PAVEMENT'' ,10 Ds2 C) .--e" .„--- I N\. -‘3 / I A INTERMEDIATE PLAN 0) 0 I 4:" VJ x a. Ds2 4"1c; PVt� C) II N GV!\ N 12 \ 4 O ASK 14"PALM Ds2 O 2 L 41/12/12/8 Guh1 PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET LIMITS OF DISTURBANCE O 10\ 2' Oi \ 00 10 ZONE BEE:13' IP @COPYRIGHT 2012 Maupin Engineering, Inc u I « I 20 2 3 4 } 7 11 n 15 I t6 n D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912. 695 .2111 dawsonarch.com KAMINSKY — BEACH HOUSE Myron 4 Frances Kaminsky I Oth Place Tybee Island, Georgia 31 328 0,0 R sipsT1 G 1' A. 1H0-1' LEVEL II E@5 CERT: #21051 EON 10/31/12 — EROSION CONTROL PLAN INITIAL AND INTERMEDIATE PROJECT NO 1 2040.00 DATE 10/08/2012 DRAWN BY DJ5 CI- IECKED BY JAM A C3 0 2012 110/ 05W4051. 58051700. PC A im. ZONE AE BFEI 11 Ed 1 —A ZONE GE BFE: 1 TWO STORY RESIDENCE , CONCRETE - - -.,I 'I Cc t :HO NO — LIMITS OF DISTURBANCE ASPHALT (BROKEN) ? r2 SSMH TOP: 9.40' c' s NO EH O r\ EDGE OF PAVEMENT co 3N10 ZONE AE BFE:12 (ZONE AE EDGE OF PAVEMENT' jIII OMNI BR _ 111U1► S � ,, e. =� GARAGE FFE = 111.0/ )(/ --<1\ 10 vpc--) ASPHALT/(fOROKEN) 41). 10 Ds4 N M 2T' / PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET Ds4 I X N 10 M2 "OEM N \11 \ ' �1 2 N 24 "OAK , N N D 4 LIMITS OF DISTURBANCE N 14"PPALL1 1-1 — � / I _ —12 14:PALM\14 /12/12/8 "GUM N ■ X CHAIN LINK FENCE 10 2 4 10 I 01 I 12 13 14 16 16 D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 dawsonarch.com KAMINSKY — BEACH HOUSE Myron * Frances Kaminsky I Oth Place Tybee Island. Georgia 3I 328 LEVEL II LAS CERT: #21051 EXP: 10/31/12 G - EROSION CONTROL PLAN FINAL PROJECT NO. 1 2048.00 DATE IO/09/2012 DRAWN NY D.15 CHECKED BY JAM A C 3A 19 0 2012 NPJL 25050N. A90915CT. PC CONSTRUCTION EXIT fla m 10 a ussol) SFC.TION NOTE. owsmucwav ce SILT FENCE }ALL WWI. TO THE 10.141AL FOR moe SUM aY Oro MIT CONTROL IN (0.0 A ANYf or w) ',PEA B- re" REAM MXB 36• Dor NFROIED MOW TWEE PE C IB' 28 IRGIFD WOW 1.3 SOT SRII 22' Dor AIPI701F0 MEW .N' OOP APfl101(0 FABRIC WI MK'BAGOA: saI- SILT FENCE - TYPE A,B,C MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY A Ds1 Ds2 N R OR RARY CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIME THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: 'TEMPORARY METHODS: 'PERMANENT METHODS - MULCHES - PERMANENT VEGETATION -SPRAY ON ADHESIVES - TOPSOIL - TILLING -STONE COVER - IRRIGATION - BARRIERS - CALCIUM CHLORIDE P RMAN NT 'CHEMICAL CONTROL ADHESIVE ADHESIVE TENTATIVE ACTIVITY SCHEDULE MONTH 1 MONTH 2 MONTH 3 MONTH 4 CLEARING AND GRUBBING 1200 LATEX EMULSION 12 1/2 1 FINE SPRAY 235 RESIN-IN -WATER EMULSION 4:1 FINE SPRAY 300 MARC,- (HULLED) 10 lbs. WEEPING LOVEGRASS JUNE 4 lbs. JUNE CONSTRUCTION EXIT Co 4 Ds COMMON BURIILAA (HULLED) 10 lba. BROWN TOP MILLET 40 lbs. JULY- & BROWN TOP MILLET 10 lbs. APRIL- SUDANGRASS PEARL MILLET 60 lbs. 50 lbs. SEDIMENT BARRIER COMMON BURMLAA (HULLED) & WEEPING LOVEGRASS COMMON BURMLAA (HULLED) 6 lbs. 2 lbs. 6 lbs. 30 Ibv. & PENSACOLA BAHIA & BROWN TOP MILLET 10 lbs. SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS DISTURBED AREA STABILIZATION IDs21 (WITU TEMPORARY SEEDING) PENSACOLA BAHIA 60 lbs. BARLEY 3 BU & BROWN TOP MILLET 10 lbs. WHEAT 3 BU PENSACOLA BAHIA 30 lbs. DISTURBED AREA STABILIZATION I0s41 WITH PERMANENT VEGETATION) U WEEPING LOVEGRASS 2 lbs. NOTES At BROWNTOP MILLET WEEPING LOVEGRASS 10 lbs. 4 lbs 1. CENTIPEDE SOO CAN BE USED AS PERMANENT COVER & BROWN TOP MBLET 10 lbs. ANYTIME EXCEPT JUNE THROUGH OCTOBER. 2. LISTED IN ORDER OF PREFERENCE. GRADING PAVING BUILDING CONSTRUCTION TREE PROTECTION INSTALLATION III THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY A Ds1 Ds2 N R OR RARY CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIME THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: 'TEMPORARY METHODS: 'PERMANENT METHODS - MULCHES - PERMANENT VEGETATION -SPRAY ON ADHESIVES - TOPSOIL - TILLING -STONE COVER - IRRIGATION - BARRIERS - CALCIUM CHLORIDE P RMAN NT 'CHEMICAL CONTROL ADHESIVE ADHESIVE WATER DILUTION TYPE OF NOZZLE APPLICATION RATE (GAL /AC) ANIOIC ASPHALT EMULSION 7.1 SPRAY 1200 LATEX EMULSION 12 1/2 1 FINE SPRAY 235 RESIN-IN -WATER EMULSION 4:1 FINE SPRAY 300 DUST CONTROL ON DISTURBED AREAS MONTH TEMPORARY COVER RATES PFR ACRE MONTH PERMANENT COVER RATES PER ACRE COMMON BERMUDA (HULLED) COMMON BERMUDA MARCH - 10 lbs MARC,- (HULLED) 10 lbs. WEEPING LOVEGRASS JUNE 4 lbs. JUNE WEEPING LOVEGRASS 4 Ds COMMON BURIILAA (HULLED) 10 lba. BROWN TOP MILLET 40 lbs. JULY- & BROWN TOP MILLET 10 lbs. APRIL- SUDANGRASS PEARL MILLET 60 lbs. 50 lbs. AUGUST COMMON BURMLAA (HULLED) & WEEPING LOVEGRASS COMMON BURMLAA (HULLED) 6 lbs. 2 lbs. 6 lbs. 30 Ibv. & PENSACOLA BAHIA & BROWN TOP MILLET 10 lbs. SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS 3 BU 40 lbs. PENSACOLA BAHIA 60 lbs. BARLEY 3 BU & BROWN TOP MILLET 10 lbs. WHEAT 3 BU PENSACOLA BAHIA 30 lbs. U WEEPING LOVEGRASS 2 lbs. NOTES At BROWNTOP MILLET WEEPING LOVEGRASS 10 lbs. 4 lbs 1. CENTIPEDE SOO CAN BE USED AS PERMANENT COVER & BROWN TOP MBLET 10 lbs. ANYTIME EXCEPT JUNE THROUGH OCTOBER. 2. LISTED IN ORDER OF PREFERENCE. Ds4 STABIIUUZZAATION (WITH SODDING) IDs4I A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE CR CRITICALLY ERDOED LANDS ps2 -Ds3 NOTES: Ds2 - 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN 14 DAYS OF DISTURBANCE. THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MOUNTHS OF SEPTEMBER THRU DECENBER. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE APPLIED AT A RATE OF 1500 LBS. PER AC. Ds3 - 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF 10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED AT RATE OF 1500 LBS. PER AC. 3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY BE SPREAD BY BLOWER -TYPE SPREADING EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND. MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE. L Du EROSION CONTROL NOTES: 1. EROSION CONTROL IS THE RESPONSBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONOBWTY FOR MAINTAINING BEST MANAGEMENT PRACTICES (BLIP'S) ON THE STE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA'. NARRATIVE DESCRIPTION: LIfATION' PORTION OF OE MIDDLE PORTION OF BEACH LOT 65 EIN: 4- 0008 -16 -13 NATURE CF WORK• GRADING OF SITE NEW RESIDENCE 51ZEL. TOTAL LOT ACREAGE: 0.27 AC DISTURBED ACREAGE: 0.805 AC 7DNNING Fl AStlFICATSDN: R -2 PHASES' THE WORK WALL BE PERFORMED IN ONE PHASE. THIS PROPERTY IS WITHIN THE 100 - YEAR FLOOD ZONE. (COMMUNITY PANEL 1305100213F SEPTEMBER 29, 2008, ZONE VE, BASE FLOOD ELEVATION 14.0. 3, THERE ARE NO WATERS OF THE UNITED STATES WITHIN 200 FEET OF THE PROJECT ZONE. 4. THERE ARE NO WETLANDS PRESENT ON THE PROPERTY. 5. ALL SUITABLE TOPSOIL WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED VEGETATIVE AREAS PRIOR TO LANDSCAPE INSTALLATION. 6. THE SOILS ON SITE ARE CuC: Chipley Urban land complex 7. THIS SITE HAS BEEN PREVIOUSLY DEVELOPED 8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA'. 9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER. 10. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL EROSION CONTROL MEASURES ARE INSPECTED DAILY. ANY DEFICIENCIES. INCLUDING SILT REMOVAL, OBSERVED SHALL BE REPAIRED BY THE END OF THAT DAYS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A DAILY INSPECTION LOG AND NOTIFYING THE OWNER AND ENGINEER OF ANY DEFICIENCIES IDENTIFIED IN THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE STAOUZED. 11. MB ESCAPE OF SEDIMENT FROM TEE SITE SNAIL BE PREVENTED BY THE INSTALLATION OP EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ALI,vIGAS. 12. EROSION CONTROL MEASURES RILL BE MAINTAINED AT ALL TIMES. IF FULL BIPLEMENTATION OF THR APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL RILL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 19. ANY DISTURBED AREA LEFT /DEPOSED FOR A PERIOD OF GREATER IRAN 14 DAYS MAIL BE STABIIZ R R1TB MULCH OR TEMPORARY SEEDING. 14. BASED UPON MY INTERPRETATION OF THE FL00DPLAIN MAPS THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD INSURANCE RATE MAP (Community Panel No. 13D51C0326F, Dated. September 26. 2008, ZonCAE12•) 15. CONTACT INFORMATION: CML ENGINEER: JAY MAUPIN, PE MAUPIN ENGINEERING. INC. PO BOO 30685 SAVANNAH, GA 31410 c: 912.667.7757 1: 866.209.4239 16. ANY ON -SITE FUEL STORAGE TANK MUST BE PROTECTED FROM LEAKS, SPILLS, AND RUPTURE AS PER APPUCABLE CODES. 17. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES 1/2 THE FENCE HEIGHT. ESTABLISH GRABS STAND. DO NOT ALLOW EROSION GULLIES TO FORM ON SIDES OR INVERT. EARTH SWALE NOT TO SCALE @COPYRIGHT 2012 MOupin Engineering, Inc. D A W S O N A RC H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 , 912. 695 .2111 dawsonarch.Corn KAMINSKY - BEACH HOUSE Myron S Frances Kaminsky I Oth Place Tybee Island. Georgia 31 328 LEVEL II ERR CERT: #21051 EXP: 10/31/12 DETAILS PROJECT NO 1 2048.00 DATE 10/09/2012 e DRAWN DY DJ5 CHECKED BY JAM A D1 2 3 6 7 10 11 12 11 I 14 15 16 m O 2012 NEIL DAWSON. ARCHIRCT, PC "An A Set of Plana Most Remain on Job Site at All ill at CODE COMPLIANCE vIry fort has ban made to identify cod ola ries no oversight by the reviewer ahsll be construed as authority to violate, cane is alter or set aside any applicable codas or ordlnanosa. The review and permit should not be construed as a warranty or guarantee. / Reviewed Sy Date 113_ KAMINSKY BEACH HOUSE 10TH PLACE, TYBEE ISLAND PH;RMIT S HIT 11/09/12 CITY OF TYBEE ISLAND BUILDING & ZONING Cr PA APPROV!' x ZONING BIJILDINGiC 9i:- WATEfl/SIjI �# DRAINAA SOIL 8 HOW TTY II'J Pk ACE DAWSON A R C H I T E C T S ALL CON T TI SSTi 10 -44 vF FAMILY DWELL) AND STATE OF O IOU WI i NE AN ©EiT REVISED 12/21/12 OWFD 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m 4Aii insulations must comply with The Georgia State Enemy Code Editlon . and tat of Georgia Amendments Wi 714 -i -lizD is ;L1, paspecn c 4:sJ Ril<G1u, iZif.4) All Plumbing instal Voris must comply with The International Plumbing Code 2t:oG, Edition and State of Georgia Amendments EE D1 NECTING Dil n shall be provided to disconnect all conductors Ins building or other structure from the service- entrance conductors® ALL WIRING, SERVICE INCLUDED MUST __ . h PER NO = ..,. _.. ALLOWED 3ecticrn c ix i t[on B °2 -A Tybes Land Development Cade d fla d o 4o tutor's)? kal aa, tl &R1 W$em sli or miter, ne sb nw aitft @fr gt `t v 0aa,d°vdtk1 ;vas tCx A Cer Cate a ccu Tybeeland til FEMA inspection have bee water /sewer installations at and any required {tee rri Figa Signature Printed Name e Date 1- t l not be issued building i ssed, the site have t on has City of ,pectiori and d n e and � p d, CITY OF TYBEE ISLA UILDING & �I can matte ki ratify code g no rei t by th r strued as authority to vi 'fate :cancel, alter or set aside any applicable codes or ordinances including those related to erosion and sediment control, building wt ack , height ilmit, parking requirements, Green space, and driveways. The review and permit mould not be co as a warranty or guarantee. INITI L. DATE EGRESS REQUIREMENT A minimum of two (2) means of egress shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the same emergency condition. Section 50(0) /RC V #11.5$, IBC 1012.1 HANDRAILS REQUIRED. 34" to 38" in height with continuous, uninterrupted grip, 1 $72, MC GUARDS REQUIRED. Porches, balconies, decks, ramps, etc. more than 30„ above floor or grade: RESIDENTIAL m minimum height 36" COMMERCIAL — minimum height 42' Largest opening permitted is 4 ". SPACE DEL L000 ELEVATION (AE -Zone} ilydretiatIn vente rsqulrj t© r lleyo pre, ire in enclosed 13p o below floe Her tic , i u r ii,oli of Vent regtilrcd for j eH i° r #r r ro r r f Sral, Batten, of vat r st be wr.fIn ? ',tot : elevation, Ve a ' r� VOrDli VOA./ SpoOtl Rood Lazard Zone Finished floor elevation 1 foot minimum above SPiy. No interior finishes, wails designed to allow entry and exit of water, no mechanical equipment, only parking, limited storage and building access below UMM. TO BE SUBMITTED FOR PERMIT SEPARATELY G000 C100 C200 C300 C300A D100 A001 A002 A101 AI02 A201 A202 I I /09/2012 COVER SHEET EXISTING CONDITIONS PLAN GRADING PLAN EROSION CONTROL PLAN - INITIAL * INTERMEDIATE EROSION CONTROL PLAN - FINAL CIVIL DETAILS ARCHITECTURAL SITE PLAN DOOR * WINDOW SCHEDULES $ ELEVATIONS GROUND (1ST) FLOOR $ MAIN (2ND) FLOOR PLAN UPPER (3RD) FLOOR * ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS * SECTIONS SECTIONS SECTIONS STRUCTURAL NOTES FOUNDATION PLAN $ DETAILS MAIN FLOOR* UPPER FLOOR FRAMING PLANS ROOF FRAMING PLAN, SHEAR WALL PLAN, NOTES * DETAILS SHEAR WALL * LATERAL DETAILS SHEAR WALL * LATERAL DETAILS GROUND ( I ST) FLOOR $ MAIN (2ND) FLOOR ELECTRICAL PLAN UPPER (3RD) FLOOR ELECTRICAL PLAN A203 A204 5001 5002 5101 5102 5201 5202 E101 E102 FOUNDATION SURVEY Tatter and surV3 lr foundation iSki sec. imam ELEVATION CEnTIF A EIev i n Cretificat 3 },} KAMINSKY BEACH HOUSE Myron * Frances Kaminsky 10th Place Tybee Island, Georgia 31325 COVER SHEET 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 12048.00 I I /09/20 12 JJM 1 RW ND DRAWING INDEX N.T.S. 0 2012 NEIL DAWSON, ARCHITECT, PC 3 - 10 12 13 14 15 16 17 18 19 _ - - - - 20-_ N G -F E 0 C B A LOT 3 RE-SUBDIVISION Of FRONT LOT GG, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N/F: PETER GALE GARVIN MN: 4-000G-18-01 PORTION Of LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 84-5 N/F: JULIA S. MCELROY PIN: 4-0006- I 8-005 I 45Pf1/447-68/„N eoce v•meivr 0L ZONE 4E BFE: 20/vE.,4E. 8FE: 21 1 6"PALM CM;11111/# Air PP \\\ \ \ \\\\\\ 'LIRY NT\ EA/cE \ \ \ \ \ \\\\\\\\ * NEW CONTOUR, ISEE CIVIL 2 /5' ROADWAY (SEE NOTE #6) 4%krii4 ;::. s Ea:, U., ;g■-..;_-1 - fi.;70 r"7-' 5. Vara.4-e. QrAn% } 5 re.6,:y r 3t-(3 r)kg_ 0/ p,,,)5O 34:4. Co overkanS be-- e-r,1- 4-0 b4...c&d or- r'f o Jr\rodr NeA 4-70 'Paul 0kL9, D->'4'"° SSMH TOP:9.40' of. 01-1PL PA tryr ilSpi.144 7, - - (8/ROktiv) / I Gs • . . _ V 6,4 TOE; e: nd '3-080-B-1 A driveway opetlivg whiC.311 connects a ro6i=c1,8iiiini str,-;81. 'riot i):11 _ ZONE AE BFE: 2, PP ZONE AE, BFE: 13, I 2"GUM -1•‹-r fc)// Cr), 0/ I NEW CONTOUR, SEE CIVIL PORCH STAIRS TO GRADE GTALM T.O. AVERAGE GRADE IS 10.59 A.M.S.L. AS CALCULATED BY DIANNE OTTO (PER EMAIL CORRESPONDENCE ON NOVEMBER 2, 2012) I 4-'7.13-AtA/1„,... 24110.61.S 1 4"PALM li 1 2 LOT 4 RE-SUBDIVISION OF FRONT LOT GG, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N/F: HARRY J. HEIMAN PIN: 4-0006- 1 8-0 I 7 • • !EXISTING ATER SPIGOT T BE RELOCATED 4TALM II/ (7A 'CC)/f) E300 8, 1:4CE 232) ipr BENT 4/ h 1 2/8"GUM --16;263- ** // SEE CIVIL DRAWINGS FOR FINAL GRADING / DRAINAGE, TYP. r/ talk, /1/ t LOT 5 RE-SUBDIVISION OF FRONT LOT GG, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: TRIPLE C RENTALS, LLC PIN: 4-0006- 1 8-009 PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET I0 NEW CONTOUR, SEE CIVIL 14"GUM / / / / CO 11-1 / (I) / I 2"GUM / 0 10 4fr 2o1 0// ,5 C% /1,5 Or/Lir)'4 *as LOT A REVISED, RECOMBINATION, LOTS A, 5, C- I *C-2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65 SME3 395, PG 54 N/F: HOWARD FAITH LEVY PIN: 4-0006- 1 8-0 I 8 (/'IA ■ Leo /Rb Bo P 4Ge r/ 1# /vjw.#16b., /03,9, LOT G RE-SUBDIVISION OF FRONT LOT GG, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: DOROTHY C. LONG PIN: 4-000G- I 8-010 berenirioiv Polyp LOT 7 RE-SUBDIVISION OF FRONT LOT GG, IN WARD 3, TOWN OF TYBEE /MAP BOOK I , PAGE 303 N/F: G I I PROPERTIES, LLC PIN: 4-000G-I8-01 I Va. IN ARCHITECTURAL SITE PLAN I" = 10' I 1111101111 ...„4,0111011% DAWSON ARCHITECTS 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 . 2111 dawsonarch.com KAMI NSKY BEACH HOUSE Myron Frances Kaminsky I 0th Place Tybee Island, Georgia 3 I 328 ARCHITECTURAL SITE PLAN 12 / 21 / 12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 12045.00 11/09/20 I 2 JJM / RW A001 ND _ 9 10 12 13 14 15 16 - - 17 I 18 19 20 0 2012 NEIL DAWSON, ARCHITECT, PC DOOR SCHEDULE DOOR NUMBER ROOM NAME DESCRIPTION NOMINAL SIZE MANUFACTURER MODEL NO. REMARKS GROUND FLOOR 000A FUTURE ELEVATOR I OOA ENTRY HALL I OOB ENTRY HALL I01A SECURED STORAGE 102A CLOSET I03A BATHROOM 105A GARAGE 105B GARAGE 106A STORAGE 107A SHOWER ROOM 108A STORAGE MAIN FLOOR 000B FUTURE ELEVATOR 200A MAIN HALL 20 I A MASTER BEDROOM 2015 MASTER BEDROOM 202A MASTER BATHROOM 202E MASTER BATHROOM 202C MASTER BATHROOM 203A LAUNDRY 2035 LAUNDRY 203C LAUNDRY 204A POWDER 207A LIVING ROOM 208A SCREEN PORCH UPPER FLOOR 300A 301A 3018 301C 302A 3028 302C 302D 303A 3035 304A 305A UPPER HALL BEDROOM 2 BEDROOM 2 BEDROOM 2 BATHROOM BATHROOM BATHROOM BATHROOM BEDROOM 3 BEDROOM 3 ATTIC GATHERING ROOM A INTERIOR MDF 2 —PANEL DOOR B EXTERIOR WOOD ULTREX OUTSWING FRENCH DOOR W/ BOTTOM PANEL C EXTERIOR MDF 2 —PANEL 1RE RATED DOOR A INTERIOR MDF 2 —PANEL DOOR OVERHEAD INTERIOR MDF 2 —PANEL DOOR EXTERIOR MDF 2 —PANEL FIRE CUSTOM CUSTOM FVTE IOp 5AK i (D DOOR :AGE DOOR GARAGE DOOR CUSTOM FABRICATED SLAT WOOD DOOR TO MATCH ADJACENT WALL G CUSTOM FABRICATED SLAT WOOD DOOR TO MATCH ADJACENT WALL h CUSTOM FABRICATED SLAT WOOD DOOR TO MATCH ADJACENT WALL INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR (PAIR) INTERIOR MDF 2 —PANEL DOORS INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR (PAIR) INTERIOR MDF LOUVERED PANEL DOOR INTERIOR MDF 2 —PANEL DOOR (PAIR) EXTERIOR WOOD ULTREX OUTSWING FRENCH DOOR W/ BOTTOM PANEL CUSTOM FABRICATED SCREEN DOOR 3' -0" X 7' -0" 3' -0" X 6' -10" 3' -0" X 7-0" 3' -0" X 7-0" 2' -6" X 7' -0" 2' -6" X 7' -0" 10' —O" X 8' -0" 10' -0" X 8' -0" 3' -0" X 7-0" 2' -8" X 7-0" 4' -0" X 7-0" FIBERGLASS TS 2020 IOFD3068 TS 2020 TS 2020 TS 2020 TS 2020 SQUARE STICKING, FLAT PANEL 45 MIN. FIRE RATING, SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL 45 MIN. FIRE RATING, SQUARE STICKING, FLAT PANEL 2 -14. I 15 i _ 16 I 17' 8 I 19 WINDOW SCHEDULE WINDOW VINYL SINGLE HUNG TYPE NOMINAL SIZE DESCRIPTION LITE CONMG. REMARKS A • 3' -0" W X 5' -0" h - — — —CO; 4 OVER 1 — B * (2) 3' -0" W X 5'-0"1-1 TRA ITI NAL UBLE — BUNG WN W (W — ULTREX SERIES) 4 OVER 1 STRUCTURAL — 4" VERT. FIELD MULL C (2) 2'— 10" W X 5' —O" H TRA ITI NAL U LE HUNG WIN W (W ULTREX SERIES) 4 OVER 1 STRUCTURAL — 1 " VERT. FACTORY MULL D 3' -0" W X 3' -0" h \CASEMENT WINDOW (W ULTREX SERIES) 4 LITE — VINYL CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM APPLIED TRIM APPLIED TRIM 3' -0" X 7' -0" 2' -8" X 7-0" 2' -8" X 7-0" (2) 2' -6" X 7' -0" 2' -8" X 7-0" 2' -0" X 7-0" 2' -8" X 7' -0" 2' -8" X 7-0" 2' -0" X 7-0" (2) I' -0" X 7' -0" 2' -8" X 7' -0" (2) 2' -6" X 8' -0" 3' -5" X 7'— 1 1" MARVIN INTEGRITY VINYL TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 LVR 1 000 TS 2020 10FD5080 SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL POCKET DOOR, SQUARE STICKING, FLAT PANEL POCKET DOOR, SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL BIFOLD — 2 PANELS (I' EACH) SQUARE STICKING, FLAT PANEL SOLID VINYL WINDOWS * FIBERGLASS 20 NOTES: I . REFER TO MANUFACTURER'S SPECIFIC IONS FOR VARIOUS EXTERIOR WINDOW ROUGH OPENING REQUIREMENTS. 2. DESIGN BASED ON MARVIN INTECRI WOOD ULTREX WINDOWS # DOORS, UNLESS OTHERWISE NOTED IN SCHEDULE. ALL WINDOWS $ DOORS TO HAVE SIMULATED DIVIDED LITES WITH SPACER BARS (SDLS). MUNTIN SIZE FOR WINDOWS $ DOORS TO BE 7/8" UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WINDOWS TO BE IMPACT RESISTANT (CLAD DOUBLE HUNG, CASEMENT OR FIXED WINDOWS) $ DP RATED, SEE STRUCTURAL NOTES. 4. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. 5. *WINDOWS TO MEET NATIONAL EGRESS CODES FOR FIRE EVACUATION (VERIFY WI MANUFACTURER). 6. SEE D 12/A002 FOR TYPICAL WINDOW INSTALLATION/TAPING DETAIL. 7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR CUSTOM DOORS PRIOR TO FABRICATION. CONTRACTOR / ARCHITECT TO COORD. ALL SHOP DRAWINGS. 8. DESIGN BASED ON MARVIN INTEGRITY WOOD — ULTREX EXTERIOR CASING ACCESSORIES AT ALL MARVIN INTEGRITY WINDOWS / DOORS IN STUCCO VENEER (CASING TO BE: BMC — 2 ", AND SILL TO BE: SILL NOSING — 2 ") 2'— 112' 2'— 112' 4�� 2'— I I k' TOP OF MIDDLE HORZ. RAIL TO ALIGN WITH TOP OF ADJ. INSECT SCREEN FRAMING M INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR D INTERIOR MDF 2 —PANEL DOOR D INTERIOR MDF 2 —PANEL DOOR K INTERIOR MDF 2 —PANEL DOOR K INTERIOR MDF 2 —PANEL DOOR D INTERIOR MDF 2 —PANEL DOOR D INTERIOR MDF 2 —PANEL DOOR I INTERIOR MDF 2 —PANEL DOOR Q 1 (4) INTERIOR MDF 2 —PANEL DOOR INTERIOR MDF 2 —PANEL DOOR B I EXTERIOR WOOD ULTREX OUTSWING FRENCH DOOR W/ BOTTOM PANEL 2'-0" X 7-0" 2' -8" X 7' -0" 2' -6" X 7-0" 2' -6" X 7-0" 2' -8" X 7-0" 2' -8" X 7-0" 2' -6" X 7-0" 2' -6" X 7' -0" 2' -8" X 7-0" (4) I —0" X 7-0" 2' -5" X 7-0" 3' -0" X G'— 10" FIBERGLASS TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 TS 2020 T5 2020 TS 2020 T5 2020 TS 2020 TS 2020 I0FD3068 SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FLAT PANEL SQUARE STICKING, FIAT PANEL BIFOLD — 4 PANELS ( I' EACH) WINDOW SCHEDULE 5' -8" / D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m N.T.S. 3' -0" NOTE: VERIFY ALL SIZES AND DIMENSIONS WITH MANUFACTURER. wINDM12; DUOS S AND !GMT q CMI) 10* dMAE CiO2M, 0021 , GO2 :, a� , G INE1 lN© SK 2.1.2 META a° v -.'t� Doom :!fM c:iOO , iN �e D �^ F -TfAI LEA' O C`O01 ['cS~J 9�Q �ttd c3 nil' - en�yv`'i. gal `i k'c��'JBpt�Eg�7 'i: 4L' �f A 11d 01'1 I.: G7�%aG 01-n4 14131 04N7-a)R.Wa. 1.)fai3Rev,' KAMI NSKY BEACH HOUSE Myron * Prances Kaminsky I Oth Place Tybee island, Georgia 3 1328 WINDOW ELEVATIONS 1/4" = I ' -0" STEP STEP SQUARE STICKING, FLAT PANEL WRAP MOISTURE BARRIER OVER TOP NAILING FLANGE S.A.F. OVER SEAMS OF MOISTURE BARRIER AT TOP FLANGE NOTES: 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR VARIOUS INTERIOR DOOR, EXTERIOR DOOR AND WINDOW ROUGH OPENING REQUIREMENTS. MOISTURER BARRIER PEELED UP WITH 45 DEGREE SEAMS AT OPENING 3. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. SEE DOOR TYPES FOR LOCATIONS OF TEMPERED GLAZING IN DOORS. 4. ALL EXTERIOR DOORS TO BE IMPACT RESISTANT $ DP RATED, SEE STRUCTURAL NOTES. 5. DESIGN FOR INTERIOR DOORS BASED ON TRUSTILE DOORS. G. INTERIOR GLASS DOORS (FOR SHOWERS) TO BE DETAILED IN THE FIELD AND DESIGN VERIFIED W/ OWNER / ARCHITECT PRIOR TO FABRICATION. 7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR CUSTOM DOORS PRIOR TO FABRICATION. CONTRACTOR / OWNER TO COORD. ALL SHOP DRAWINGS. 8. DESIGN BASED ON MARVIN INTECRITY,WOOD — ULTREX EXTERIOR CASING ACCESSORIES AT ALL MAR4FN INTEGRITY WI-N- I DOORS _ : IN STUCCO VENEER 0EOE � MOISTURE BARRIER WRAPPED AROUND JAMBS AND SILL S.A.F. OVER MOISTURE BARRIER UNDER NAILING FLANGE (LEAVING FLANGE EXPOSED) ESCAPE AND RESCUE 0 CY ESCAPE AND MISCUE. 0PE 1U' E A MINIMUM NET CLEAR 0P N NG Or EXCEPT Cf7A r FLOOR 0PEI'IIf1CC 011ALL UM NE'i CLEAN OPENING OP ti an: DOOR Et WINDOW SCHEDULES &t ELEVATIONS MASONITE DOORS FOR INTERIOR AND FIBERGLASS DOORS FOR EXTERIOR SILL PAN W/ END DAMS, SET IN CONTINUOUS BEAD OF SEALANT S.A.F. OVER MOISTURE BARRIER AT JAMBS OVER NAILING FLANGES, LAP OVER S.A.F. AT SILL DOOR SCHEDULE N.T.S. TYPICAL WINDOW INSTALLATION N.T.S. 5' -0" 2' -0" 10' -0" 3' -0" 3' -0" 2' -6" 3' -0" 2' -8" 4' -0" 2' -8" 2' -8" 2' -0" 2' -0" OMNI T. T. 3' -5" 4' -0" ' X 1' -0" I'-0"1 1-0" 1 ' -0" T. = TEMPERED SEE DOOR SCHEDULE FOR OUTSWING VS. INSWING LOCATIONS. 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1 /05/20 12 JJM / RW ND OVERHEAD DOOR DOOR ELEVATIONS 1/4" = I' -0" 12 13 14- 5 16= 17:. 18 19 © 2012 NEIL DAWSON, ARCHITECT, PC D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m N.T.S. 3' -0" NOTE: VERIFY ALL SIZES AND DIMENSIONS WITH MANUFACTURER. wINDM12; DUOS S AND !GMT q CMI) 10* dMAE CiO2M, 0021 , GO2 :, a� , G INE1 lN© SK 2.1.2 META a° v -.'t� Doom :!fM c:iOO , iN �e D �^ F -TfAI LEA' O C`O01 ['cS~J 9�Q �ttd c3 nil' - en�yv`'i. gal `i k'c��'JBpt�Eg�7 'i: 4L' �f A 11d 01'1 I.: G7�%aG 01-n4 14131 04N7-a)R.Wa. 1.)fai3Rev,' KAMI NSKY BEACH HOUSE Myron * Prances Kaminsky I Oth Place Tybee island, Georgia 3 1328 WINDOW ELEVATIONS 1/4" = I ' -0" STEP STEP SQUARE STICKING, FLAT PANEL WRAP MOISTURE BARRIER OVER TOP NAILING FLANGE S.A.F. OVER SEAMS OF MOISTURE BARRIER AT TOP FLANGE NOTES: 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR VARIOUS INTERIOR DOOR, EXTERIOR DOOR AND WINDOW ROUGH OPENING REQUIREMENTS. MOISTURER BARRIER PEELED UP WITH 45 DEGREE SEAMS AT OPENING 3. PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE. SEE DOOR TYPES FOR LOCATIONS OF TEMPERED GLAZING IN DOORS. 4. ALL EXTERIOR DOORS TO BE IMPACT RESISTANT $ DP RATED, SEE STRUCTURAL NOTES. 5. DESIGN FOR INTERIOR DOORS BASED ON TRUSTILE DOORS. G. INTERIOR GLASS DOORS (FOR SHOWERS) TO BE DETAILED IN THE FIELD AND DESIGN VERIFIED W/ OWNER / ARCHITECT PRIOR TO FABRICATION. 7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR CUSTOM DOORS PRIOR TO FABRICATION. CONTRACTOR / OWNER TO COORD. ALL SHOP DRAWINGS. 8. DESIGN BASED ON MARVIN INTECRITY,WOOD — ULTREX EXTERIOR CASING ACCESSORIES AT ALL MAR4FN INTEGRITY WI-N- I DOORS _ : IN STUCCO VENEER 0EOE � MOISTURE BARRIER WRAPPED AROUND JAMBS AND SILL S.A.F. OVER MOISTURE BARRIER UNDER NAILING FLANGE (LEAVING FLANGE EXPOSED) ESCAPE AND RESCUE 0 CY ESCAPE AND MISCUE. 0PE 1U' E A MINIMUM NET CLEAR 0P N NG Or EXCEPT Cf7A r FLOOR 0PEI'IIf1CC 011ALL UM NE'i CLEAN OPENING OP ti an: DOOR Et WINDOW SCHEDULES &t ELEVATIONS MASONITE DOORS FOR INTERIOR AND FIBERGLASS DOORS FOR EXTERIOR SILL PAN W/ END DAMS, SET IN CONTINUOUS BEAD OF SEALANT S.A.F. OVER MOISTURE BARRIER AT JAMBS OVER NAILING FLANGES, LAP OVER S.A.F. AT SILL DOOR SCHEDULE N.T.S. TYPICAL WINDOW INSTALLATION N.T.S. 5' -0" 2' -0" 10' -0" 3' -0" 3' -0" 2' -6" 3' -0" 2' -8" 4' -0" 2' -8" 2' -8" 2' -0" 2' -0" OMNI T. T. 3' -5" 4' -0" ' X 1' -0" I'-0"1 1-0" 1 ' -0" T. = TEMPERED SEE DOOR SCHEDULE FOR OUTSWING VS. INSWING LOCATIONS. 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1 /05/20 12 JJM / RW ND OVERHEAD DOOR DOOR ELEVATIONS 1/4" = I' -0" 12 13 14- 5 16= 17:. 18 19 © 2012 NEIL DAWSON, ARCHITECT, PC T. T. 3' -5" 4' -0" ' X 1' -0" I'-0"1 1-0" 1 ' -0" T. = TEMPERED SEE DOOR SCHEDULE FOR OUTSWING VS. INSWING LOCATIONS. 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1 /05/20 12 JJM / RW ND OVERHEAD DOOR DOOR ELEVATIONS 1/4" = I' -0" 12 13 14- 5 16= 17:. 18 19 © 2012 NEIL DAWSON, ARCHITECT, PC 1 : =! : ': 3 ' •5 , - [ . , „ . . ' , , . .„ . : 10': -' --, 11 • , - 1. :: 7 13 : - , , = I - '::: , 14 :. = ' - ' , 15 - ' , • ' 16 - ' 17 18 ' 19 I 20 P N M 601-4" q. q. w401111111 ia 111111111111111111 1%111110.1F D A W S O N ARCHITECTS 1020 Bryan Woods Loop, Suite 1 Savannah Ga 31410 PH. , 1 . 912 . 695 . 2111 dawsonarch.com , 231-6" 241-0" I 2'- I 0" / / 1 61-7" 61- I 1" 1 0-8" 11-4" I a-8" I t-4" I I 1-6" 11-4" / Al H OSE BIB / 51_711 I '-4" 51-4" 5'-4" 5'-4" 51-4" Mk A201 NW --/ I 41-8" " T. 0 HEA C ELF- D STUD WALL W/ 1/2" H1NG * I " PORTLAND MENT STUCCO OVER URRING METAL LATH $:::::::::::: 444444.* ....t•t•..t - 105 A I 01-0" 444444• 4.•44444 4444444. _ 05B 1 a-o" -. 3810 \ • i b STAIR HALL 7" --IN Rt- 41-71" 2 ,:j, r'.9 ', "1 il ' -C-'0 '':= /6'-4" , , "' , - - - - ---.„- - ---- -- -- -,_. \ ! ■ I "*.:4444: _"- .___1 4. 0::::::::; .- .... 001 ...- _ I I I 1 0 L _I UP b - 8 • 0 0 I I I • CONDITIONED • ' a LI LEGEND 41-1" 4' Er , ', l'' =':- • (..D tu o LU , I-- , (n (5-) -1 ---= _ BATHROOM 10 ::::::::::::::=M:::::::::0:::::::::::::::::::::::::: PROPOSED CM U WALL / PI R Mo!oto!..tott4otottoMotWMoNt446% • CFSTORAGE 000 M ii, . 1 It-. irri i• : i -, ‘ r ' :-:.`-' '',- i':';:: "'::::: ':'': :=: PROPOSED STUD WALL 61- I 0 ,:= i'' - - -0 103 2=-61 N , ' , ' - Ey CONDW2 ITIO NE 21-5" - ----- ,I (52A 2X4 ; i; it; 4TP.■°,71- ••• 41-7" cp , ... 000 2X6 CONDITIONED I ID la 41-72 II■ 0111 1-4) --- ( lb sil __.-- I GENERAL NOTES: • FINISH SELECTIONS ON FLOOR, WALL * CEILING, A5 SELECTED BY OWNER. FINISHES NOTED IN DRAWINGS ARE A MINIMUM (REQUIRED PER CODE AND FOR STRUCTURAL DESIGN BASIS). • CONTRACTOR TO COORDINATE FINAL DESIGN / LAYOUT Of CABINETRY AND APPLIANCES WITH OWNER PRIOR TO CONSTRUCTION. • BASIS Of DESIGN FOR BARN DOOR HARDWARE IS RICHARDS - WILCOX. CONTRACTOR TO COORDINATE FINAL DESIGN AND LOCATIONS Of COMPONENTS W/ OWNER AND PER MANUFACTURER'S REQUIREMENTS. KEY NOTES: C-1) I • 5/8" TYPE "X" GYPSUM BOARD @ GARAGE WALL (NOTE: 'TYPICAL AT ALL CONDITIONED SPACES WITH SHARE GARAGE WALLS). 2. 5/8" TYPE "X" GYPSUM BOARD @ GARAGE CEILING, TW. SHOWER if, I ti - '-'-- '' i FRAME 0 UP II I : , i ! 1 ; 11 1, ip !„, Al ' Rt- ENTRY HALL i G'-4" --21-7 Z;I '.1-- P.T. WOOD T.O. RAISED RAISED ENTRY UP q.. 11! rl-rt 1 100A A204 q.- . --- 100 itititiatil •v•ui•v•.,,_t - q. N SLAB AT 104 1 1- --T r- 4 . .• t.li - k N --Egi-- ==r■ - A7 A204 ENTRY 1 I • 100 STORAGE 106 .,//,1' '="t, A:0 / ,i \ ''"-? 153 N OF #`1;; 0 'V ' 0 ,./ k 4 -1 icperel4 7 * 4k. 4.„,,,,,„,.,_„,:::„,„:,,,,,mgmitztilli lirmigisi: I a -31." 2 nii::::.; Wig ..,...4,:fx,: 1 , 1 ; . ,lt.x.x.:44 " 9 -) STEPS R444444 4444444. *:44444 44444441 .•.••••• in:3 106 u-i UNCONDITIONED d ILI EL 1 0 I __,________i_r_____________ il "& 2 X 6 $:••••••••••. - - 4 ;1 51-4" 1.4:7-2,7 SHOWER ROOM / T.O. GARAGE NOV ,--- P.T. WOOD / FRAME STEPS SECURED STORAGE 101 ,I iil i i 1,! 1 SLAB . .1, , GARAGE , „ 4-, _0 7/ • 0 f- ammiammimum..!4=="1 0 nl 1 ro :: Iri ,, 107 UNCONDITIONED 3. WALL FINISH AT ROOM 103 (BATHROOM $ SHOWER ROOM) TO BE TILE AS SELECTED BY 4. PIT FOR FUTURE FOR CUR 0 - ; 5i_91; d 04 6, it 10 ' UNCON1D°15TIONED ''Etzi 17,S' Mak ee-CTA 014litiEl ed h 80FLMit14-1 ;37 E-Z.1 lona Vian PV? awivaft0. '' 4kV,MAYON1 VICATMEILl„ tV*1.w, \ 4annott habliaMa maeNs it An A hthitamo rewil-3 cm) 3/4-1r4 Typo Y. gycmal l•-,w3 41- I " 4,-8,, c ELEVATOR - f IN $ P 00 S f (T.O. SUBFLOOR TO ALICN W/ T.O. SU\B) ttE D Peit A202 TV-- 5. CAST Ar.BTO. V4Ex4, SEE SmTINGUC(TvUERART.L Al r33 ' "th K ' KAMI NSKY BEACH HOUSE -.I '''' Myron $ Frances Kaminsky 10th Place Tybee Island, Georgia 31328 - H . , G GROUND FLOOR : a MAIN FLOOR ' PLAN E 1 ;: A 12/21 / 12 COST REVISIONS c PROJECT NO. 1 2048.00 DATE I 1/05/2012 V DRAWN BY JJM / RW CHECKED BY ND ik#1 01 , 0 STORAGE ,, ' ,,,, /,'/' * I' 1,, r.,;, - 11: II- ' ii {-, iii 11i : :I ;r IP iti GPLAvECRETC1c0ANLCSRLAETTESLOINVTgRL F.T. SLATS ON EXTERIOR SIDE - TYPICAL) 7. P.T. 2 X 6 VERTICAL SLATS EACH SIDE (STAGGER SLATS FOR PRIVACY), OVER P.T. 4X4 FRAMING. 8. 1-1/C EXTERIOR SHOWER, HEAD AS SELECTED BY OWNER. 9. 3/8" ICE MAKER CONNECTION IN RECESSED BOX. I O. SHOWER WITH SCHLUTER MEMBRANE SHOWER PAN AND LOW ENTRY CURB. I 1. 36" REFRIGERATOR, COORDINATE FINAL LOCATION W/ OWNER. 12. CONTRACTOR TO COORDINATE FINAL SERVICE YARD SIZE W/ ACTUAL EQUIPMENT SIZES * CLEARANCE REQUIREMENTS. 13. ELECTRIC METER* DISCONNECTS 14. OVERHEAD DOOR W/ APPLIED TRIM I 4. CUSTOM SLIDING :* -1'. 1:1"Vt.It-ae0,216-1:11•-..1w, - - CONDITIONED _, It, il 11 d ; 1 I I ' A202 FivA,1 ilnaiii ;Zoaa '..:>,i iptvie: -Ihi.,.)e, ‘-rdioi ':...1W, AO Y;1-5-7,::;4?-, nivle gliurf:,,A 71:,J A. :'& , ' - I 31-7-11 i ! '''---1 11r-1 ,,, , , , i I ,:1 i 0 j, 108 ,:i A203 0 I ,-, I III ii, ,,, 1 n 1 ' , il ,T3-,, 0 81-4" UNCONDITIONED I 08 I i-071;{ /%\ / ---IN CD Th' t (BYPASSING) BAR DOOR - ; ,', (0 182 00302ZC) AND TRACK A i HOSE BIB • -i !■ ! i CD I ■ 3 X 11!---i N ., "-L 0 " R-, tee" : ''.' ' I: " " 0 • e '41 - ' 7-. 11 " " - " • ' - - - STORAGE U SHELVES U U STORAGE SHELVES ---, •••••••■ mlis.3 ci-aeiwd Z--4 abvi Es.-.1ei 304 0.11itpracnt. Only i..?...:k4, T.v . ... . . . . il . .1: • - r*vm. :i:;:;:;:;:il st,... ............. :•:•:•:•:•:.:.: :::::::::::::$ ..„..;;;;, K:::::: i:::::::::::$ 1,_ i:oss gifitti ,_ _ - ---_-__ tk....: , • ..""" ..- .••••••• J b \ \ 11-4" I 11-5" I HOSE BIB 101-8" I GX I 6 CMU PIER, TYP. I I '-6" 11-4" • I - ' -7--.-- -:--- w -1-4-11 8' I" 1-4" 101-8" 11-zt" 11-4" , ,--- ini 241-0" 111111.11 I 2'- I 0" ctz,30 iV00.6 15,3C :rv:' .„.„,,,... I:-If'SkIDREIVI 8 FlECILIIFIFI). 3,1" to SC" In thaleiht IriMh rv;‘'',•a,5---- . - ' • SRC 51F, ii3c,';' 10-;3 GUARDS R E0 Li Pi P,, POreheci, balconies, decks, romas, etc. mare than 30" above floor or oracle: RESIDENTIAL - minimum heiaet 3a" COMMERCIAL - minimum hart 42 Largest opening permitted is 4". -Otiocitai PleAci Naanti kloile,S3 inFilininn:Grillie:sind, talvib:lopivore deseFivE:nt GI N°dIol. t oi 'nl tirc:IEs an'iry and exit of water, no rnectiani l °gulp-not, only parking, limited storago and building man below EVE. miL\Tity- I L : L - 601-4" A20 BIIIIIIIIIIIIIILMIBIIIIW 9,4, 1 SERVICE YARD 1111 Al iyinpr' • 10 8" _.... ..._ ... F C B GI _ - FIRST FLOOR PLAN (GROUND LEVEL) •• .,, 1/4" = 1-0' Ga-4" T*G PORCH DECKING 47'-" Al A201 I 21- I 0" 61- I I" SLisi. 171-7" 8-2" 51-2" / / ( D ) ,I' ( D ) (A) la . \- . \ . -., -_ , .., ,. ,. _ - - _30" RANGE W/ MIRCO. ABOVE 11 MI - I EY-8" ' _ _ Lig Eb I I , A7 4' .71 2 r_ 4' 72" r-T■511-1 1 1 1 COMP. I/ .. I 5'-0" -6- ro ill ., : .I I; ,__, :I.-, ,i !! ! _, • '-c,) - Cb . . Fur. IW 0 KITCHEN 1 1 1 I - -- 7----, - DINING ROOM - - • _ ,,, 'L--, ,-? -=:-e 2X6 STORAGE I STAIR HALL HALL NM I II it `t (7, 01 205 : : - , i 0 2 000 206 IEEE 7'-0" ALL HEIGHT :UILT-IN a'BINT/ II-PANTRY 2_ _____, I 1 DAY , 1 _ _1 MM. klcD cxx* i il UP DN (1) x Al -1\1 E0 I 1 (.1 MAIN HALL 2X6 IN -‘ •st- G,a, = 1- 21-2" I '-- I 012." 2'- I" 2'- 1" 41-4" 41-0" q 11-9" 200 A204 --s's El I 21-0 I 1 I q" DN 1 citu SCREEN PORCH 208 "'"? ._i_ \-- ;1- _th ,J 200 2X6 20 I El .0 2X6 204 , - - - (\i ; • - MECHANICAL CLOSET x ; ROD * 511 ELf-z-• In 1 ,(\i 203B th : ° !J. ' POWDER I T 41P , DN• S A204 .;:t- i Al 'Cc, 1 W UkU;NDRY \ k1T=: 1 ei tu - - -CLOSET sEcuRp N / 2X4 \ r 6 -1 I " -1 . ' 1 5_9" 204 6,-5,, ri- LIVING ROOM 1S\I _ 00 --.;- to b - 1 1 , , _„-------7=----, / kolt) , - ROD SHELVING __- '-,,,____ 2X4 : = _. - 2Q3 t- _, - ' 1 D 1 1 207 . L J * SHELF „ -.IN - --fiN ' SHELVES CLOSET - -" " - \ ' - ><. , - , A ,/ \/ I 81-9" - -I 20; 0 MASTER BATHROOM .,,.- A203 A202 - = _IN 202 q_ /... 1 41-6" 202 '- I 0" J ., ib 1, 202C 5'- I 02' 1 3,-8.2), MASTER BEDROOM '-`4) in , 612-2_,)\\ \ "- r - -'-' : ., , __ - c\I IIII ___: __\__ Tr " , ; L / 77-4Y \ ' - '') __----__-_z_-- _-- -- ,---- 0 - -- TUB ---------_, _ -------------_--7- --T--_-__-,::::----- c...0 cm 2,X4 N.,C11 :,, z' SHOWER x :Az 201 , . :.; -----177-77-': . 1: : ii- -,-: . L. , , 4" 5'-7" / 8,, 5,-7 8" 41- I 0" 0 61-8" I 0-5" ( A ) I I '- I 1" 81-2" 0 51-2" H1 ,ti, irq. 'rc 471-G" A201 1 2'- 1 0" LINE OF SERVICE YARD BELOW -- ' Al- •-•;:..:--- :, SECOND FLOOR PLAN (MAIN LEVEL) 1/4" = 11-0" A16 GENERAL NOTES, KEY NOTES a LEGEND N.T.S. 7 : - ; = ' 8 -: = 1 11 -: ' -- ' 12 ' 13 , : 14 15 - ,:16 17 - 18- - 19 ' ' 20 © 2012 NEIL DAWSON, ARCHITECT, PC 10 13 4, .16 . } 17 } , 18 . -- j 14. 60' -4" 47' -6" 13' -10" 30' -8" 8'- 10" 4' -0" (UP ER) .._.,.. ` \ STAIR HALL 4'-7" 0 2 4'- 0 w 0 0 U) U c)LOPED CLG 2X6 4' -7" O 7- 3' -9" 2X4 X N X N 2X / N / 7' -2" 0 X N EL O 5' -6" ATTIC 304 l'-8" DN 102" FLAT CLG. UPPER HALL 300 I0' -10" X 11 11- cn LOPED ICLG oz I 1 IL R(?D $ SHELF // 2X4 0 w cn U 2X4 BEDROOM #2 FLAT CLG LINE OF SERVICE YARD BELOW 301 ' I0" . I' -82" 3' -0" 23' -6" SKYLIGHTS 0 w 0 9 U 2X4 / / / / / / / FLAT CLG 1' U GATHERING ROOM 13' -10" BATHROOM \ 302 FLAT CL 302C 4' -0" -FIAT CLG. F� 10'- ui LLB J T$G PORCH DECKING UPPER FLOOR PLAN 1/4" = I' -0" LINE OF ROOF OVERHANG ARCHITECTURAL ASPHALT SHINGLE ROOF LINE OF WALL BELOW ROOF AT ENTRY STOOP BELOW 7:12 SLOPE Al 3 12 SLOPE A203 L 1-- PORCH DECKING 7: ! 2 SLOPE LINE OF DORMER OVERHANG SERVICE YARD BELOW LINE OF WALL BELOW LINE OF ROOF OVERHANG ARCHITECTURAL ASPHALT SHINGLE ROOF A7\ A204 LINE OF PORCH BEAM BELOW LINE OF ROOF OVERHANG ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * / \ WATER SHIELD ROOF PLAN 1/4" = I' -0" 10 12 14 = - 15 - O LEGEND PROPOSED CMU WALL / PIER PROPOSED STUD WALL GENERAL NOTES: • FINISH SELECTIONS ON FLOOR, WALL * CEILING, AS SELECTED BY OWNER. FINISHES NOTED IN DRAWINGS ARE A MINIMUM (REQUIRED PER CODE AND FOR STRUCTURAL DESIGN BASIS). • CONTRACTOR TO COORDINATE FINAL DESIGN / LAYOUT OF CABINETRY AND APPLIANCES WITH OWNER PRIOR TO CONSTRUCTION. • BASIS OF DESIGN FOR BARN DOOR HARDWARE IS RICHARDS - WILCOX. CONTRACTOR TO COORDINATE FINAL DESIGN AND LOCATIONS OF COMPONENTS W/ OWNER AND PER MANUFACTURER'S REQUIREMENTS. KEY NOTES: I . 5/8" TYPE "X" GYPSUM BOARD @ GARAGE WALL (NOTE: TYPICAL AT ALL CONDITIONED SPACES WITH SHARED GARAGE WALLS). 2. 5/8" TYPE "X" GYPSUM BOARD @ GARAGE CEILING, TYP. 3. SHOWER WALL FINISH AT ROOM 103 * 107 (BATHROOM *- SHOWER ROOM) TO BE TILE AS SELECTED BY OWNER. 4. PIT FOR FUTURE ELEVATOR - FOR CURRENT USE INFILL W/ 2X I 0 FLOOR FRAMING * PLYWOOD SUBFLOOR (T.O. SUBFLOOR TO ALICN WI T.O. SLAB) 5. CAST IN PLACE CONCRETE LINTEL ABOVE, SEE STRUCTURAL C. P.T. 2 X 6 VERTICAL SLATS OVER P.T. 4X4 FRAMING (VERT. SLATS ON EXTERIOR SIDE - TYPICAL) 7. P.T. 2 X 6 VERTICAL SLATS EACH SIDE (STAGGER SLATS FOR PRIVACY), OVER P.T. 4X4 FRAMING. 8. H/C EXTERIOR SHOWER, HEAD AS SELECTED BY OWNER. 9. 3/8" ICE MAKER CONNECTION IN RECESSED BOX. 10. SHOWER WITH SCHLUTER MEMBRANE SHOWER PAN AND LOW ENTRY CURB. I I . 36" REFRIGERATOR, COORDINATE FINAL LOCATION W/ OWNER. 12. CONTRACTOR TO COORDINATE FINAL SERVICE YARD SIZE W/ ACTUAL EQUIPMENT SIZES * CLEARANCE REQUIREMENTS. 13. ELECTRIC METER* DISCONNECTS 14. OVERHEAD DOOR W/ APPLIED TRIM r.{�u1►�.�1afa �tTYatifeA►�AiA (0182- 00302ZC) AND TRACK ABOVE 15. 24" BARN DOOR GUIDE RAIL (GALV. 2X2X3/8 ANGLE - EPDXY BOLT TO SLAB) @ PIER, SEE DETAIL H15 5101 1' EMENTS. GENERAL NOTES, KEY NOTES Et LEGEND N.T.S. A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron . Frances Kaminsky 1 0th Mace Tybee Island, Georgia 31328 UPPER FLOOR Et ROOF PLAN A 12/21 / 12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 11/09/20 12 JJM /RW A102 ND 6 17 18 , - -I 19 20 - 0 2012 NEIL DAWSON, ARCHITECT, PC 1 _ 12 15 18 20 SKYLIGHTS T.O. ROOF IX HARDIE TRIM ARCHITECTURAL ASPHALT SHINGLE ROOF EXPOSED RAFTER TAILS HARDIE PANEL DAWSON ARCHITECTS WOOD HANDRAIL, POSTS, SLATS T.O. PLATE @ RAFTER BEARING ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * WATER SHIELD EXPOSED RAFTER TAILS IX HARDIE TRIM T.O. UPPER FLR. SUBFLOOR (3RD FLR.) 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 3 1410 PH. 1 . 912 . 695 . 2111 dawsonarch.com BOX BEAM BOX COLUMN INSECT SCREEN $ FRAME SYSTEM WOOD HANDRAIL, POSTS, SLATS P.T. 2X4 WATER TABLE P.T. I X4 APRON VINYL WINDOW, SEE SCHEDULE STO V3-t-J6 SECT. 005.4.2. Iggiciovo ntiO d@oro thilI litUalled now C@NIFJPG Verghfri LINE OF STAIR BEYOND ipches Inc geo9, vsoN hoight? 1[1©40E3 Vov W wan ire 7" EXPOSURE - HARDIE HORIZ. SIDING Ch SMIG at each .5nd. ,,:',c'-#:i T.O. MAIN FLR. SUBFLOOR (2ND FLR.) T.O. PLATE / B.O. FLR. FRAMING STUCCO VENEER OVERHEAD GARAGE DOORS W/ APPLIED TRIM, SEE SCHEDULE STUCCO VENEER ENTRY LANDING 2 X G VERTICAL SLATS T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. KAMI NSKY BEACH HOUSE Myron Frances Kaminsky 1 Oth Place Tybee Island, Georgia 3 1 328 T.O. SLAB @ GARAGE 1 1.a A.M.S.L. SCORING IN STUCCO (TYP. @ OPENINGS) Wi 4)0 TABLES 002/11. OA RPMEM NORTH ELEVATION (FRONT) T.O. ROOF T.O. AVERAGE GRADE 10.59 A.M.S.L. 1/4" = I '-0" I XG HARDIE TRIM CORNER BD. HARDIE PANEL ARCHITECTURAL ASPHALT SHINGLE ROOF EXPOSED RAFTER TAILS HARDIE PANEL IX HARDIE TRIM T.O. MAIN FLR. SUBFLOOR (2ND FLR.) T.O. PLATE / B.O. FLR. FRAMING STUCCO VENEER OVERHEAD GARAGE DOORS W/ APPLIED TRIM, SEE SCHEDULE STUCCO VENEER ENTRY LANDING 2 X G VERTICAL SLATS T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. KAMI NSKY BEACH HOUSE Myron Frances Kaminsky 1 Oth Place Tybee Island, Georgia 3 1 328 T.O. SLAB @ GARAGE 1 1.a A.M.S.L. SCORING IN STUCCO (TYP. @ OPENINGS) Wi 4)0 TABLES 002/11. OA RPMEM NORTH ELEVATION (FRONT) T.O. ROOF T.O. AVERAGE GRADE 10.59 A.M.S.L. 1/4" = I '-0" I XG HARDIE TRIM CORNER BD. HARDIE PANEL ARCHITECTURAL ASPHALT SHINGLE ROOF EXPOSED RAFTER TAILS HARDIE PANEL IX HARDIE TRIM EMIIMINCV ESCAPE AND *RESCUE °MINN 1R© OECT. 310 ALL U.E1-10ENCY ESCAPE AND OPENIUG.g. SHALL NAVE A MINIMUM NET CLk'All ONNING OF 5.7 Oil. H. EXCEPT ONADE FL0ON OPENINO0 NEN NET CLEM OPENING OF 11 PJQ. EXTERIOR ELEVATIONS VINYL WINDOW, SEE SCHEDULE HARDIE PANEL T.O. PLATE @ RAFTER BEARING WOOD HANDRAIL, POSTS, * SLATS ARCHITECTURAL ASPHALI 7 SHINGLE ROOF OVER ICN S WATER SHIELD .,?..15 ■—EXPO5ED RAFTER TAILS A more T.O. PLATE / B.O. FLR. FRAMING P.T. 2X4 WATER TABLE P.T. I X4 APRON HARDIE TRIM CORNERI3D. 7" EXPOSURE - HARDIE HORIZ. SIDING BOX BEAM BOX COLUMN INSECT SCREEN FRAME SYSTEM WOOD HANDRAIL, POSTS, SLATS T.O. MAIN FLR. SUBFLOOR (2ND FLR.) *CO. PLATE / B.O. FLR. FRAMING ENTRY STOOP W/-- TIMBER GX6 POSTS STUCCO VENEER ENTRY LANDING T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. 12 / 21 / 12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED I5Y 12048.00 I 1/09/2012 JJM / RW ND -1':?' T.O. SLAB @ GARAGE N \s_____ 4 I I .0' A.M.S.L. ,...../' AL T.O. AVERAGE GRADE / `tv 10.59' A.M.S.L. SERVICE YARD GATES SERVICE YARD W/ RAISED EQUIPMENT PLATFORM 514 X G VERTICAL SLATS SOUTH ELEVATION (REAR) 1/4" = 1'-0" 10 1 12 14 - 15 16 ttt-t;t:t:t-tt. 20 © 20 I 2 NEIL DAWSON, ARChITECT, PC 3 L_r__t ' ; ; ti - ' ■ ra_ , i i , , t t . , 1 ,- ' . • I ! r- . , -.k. , ,t EMIIMINCV ESCAPE AND *RESCUE °MINN 1R© OECT. 310 ALL U.E1-10ENCY ESCAPE AND OPENIUG.g. SHALL NAVE A MINIMUM NET CLk'All ONNING OF 5.7 Oil. H. EXCEPT ONADE FL0ON OPENINO0 NEN NET CLEM OPENING OF 11 PJQ. EXTERIOR ELEVATIONS VINYL WINDOW, SEE SCHEDULE HARDIE PANEL T.O. PLATE @ RAFTER BEARING WOOD HANDRAIL, POSTS, * SLATS ARCHITECTURAL ASPHALI 7 SHINGLE ROOF OVER ICN S WATER SHIELD .,?..15 ■—EXPO5ED RAFTER TAILS A more T.O. PLATE / B.O. FLR. FRAMING P.T. 2X4 WATER TABLE P.T. I X4 APRON HARDIE TRIM CORNERI3D. 7" EXPOSURE - HARDIE HORIZ. SIDING BOX BEAM BOX COLUMN INSECT SCREEN FRAME SYSTEM WOOD HANDRAIL, POSTS, SLATS T.O. MAIN FLR. SUBFLOOR (2ND FLR.) *CO. PLATE / B.O. FLR. FRAMING ENTRY STOOP W/-- TIMBER GX6 POSTS STUCCO VENEER ENTRY LANDING T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. 12 / 21 / 12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED I5Y 12048.00 I 1/09/2012 JJM / RW ND -1':?' T.O. SLAB @ GARAGE N \s_____ 4 I I .0' A.M.S.L. ,...../' AL T.O. AVERAGE GRADE / `tv 10.59' A.M.S.L. SERVICE YARD GATES SERVICE YARD W/ RAISED EQUIPMENT PLATFORM 514 X G VERTICAL SLATS SOUTH ELEVATION (REAR) 1/4" = 1'-0" 10 1 12 14 - 15 16 ttt-t;t:t:t-tt. 20 © 20 I 2 NEIL DAWSON, ARChITECT, PC T.O. ROOF .12 -_ T.O. ROOF 5- 16 17 18 20 ARCHITECTURAL ASPHALT SHINGLE ROOF HARDIE PANEL I X6 HARDIE TRIM CORNER BD. HARDIE PANEL I X6 HARDIE TRIM CORNER BD. VINYL WINDOW, SEE SCHEDULE – FIBERGLASS DOOR, SEE SCHEDULE EXPOSED RAFTER TAILS HARDIE PANEL I X HARDIE TRIM T.O. PLATE @ DORMER T.O. PLATE @ DORMER ARCHITECTURAL ASPHALT SHINGLE ROOF EXPOSED RAFTER TAILS HARDIE PANEL D A W S O N A R C H I T E C T S P.T. 2X4 WATER TABLE P.T. I X4 APRON T.O. PLATE RAFTER BEARING T.O. UPPER FLR. SUBFLOOR (3RD FLR.) T.O. PLATE I B.O. FLR. FRAMING T.O. PLATE @ RAFTER BEARING 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m T.O. UPPER FLR. SUBFLOOR (3RD FLR.) '4' T.O. PLATE I 5.0. FLR. FRAMING ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * WATERSHIELD EXPOSED RAFTER TAILS _.--BOX BEAM BOX COLUMN INSECT SCREEN $ FRAME SYSTEM VINYL WINDOW, SEE SCHEDULE 7" EXPOSURE - HARDIE HORIZ. SIDING 2 X G VERTICAL SLATS STUCCO VENEER - SCREEN DOOR, SEE SCHEDULE T.O. MAIN FLR. SUBFLOOR (2ND FLR.) T.O. PLATE / B.O. FLR. FRAMING T.O. MAIN FLR. SUBFLOOR (2ND FLR.) T.O. PLATE 18.0. FLR. FRAMING SERVICE YARD W/ RAISED EQUIPMENT PLATFORM SERVICE YARD W/ RAISED EQUIPMENT PLATFORM STUCCO VENEER 2 X G VERTICAL SLATS 2 X G VERTICAL SLATS SIDE WALK 34" to 38" in T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. ENTRY STOOP W/ P.T. 6X6 POSTS T.O. SLAB @ GARAGE I I .0' A.M.S.L. FIBERGLASS FRENCH DOOR, SEE SCHEDULE T.O. SLAB @ RAISED ENTRY 13.0' A.M.S.L. T.O. SLAB @ GARAGE KAMINSKY BEACH HOUSE Myron - Frances Kaminsky I Oth Mace Tybee Island, Georgia 3 1 328 I 1.0' A.M.S.L. T.O. AVERAGE GRADE 'F10.59' A.M.S.L. 1nor G th t R` SIB. .0 :C IRED balconies, ecI 30" above fi001 WOOD HANDRAIL, POSTS, $ SLATS 1/4" = 1' -0" EAST ELEVATION (LEFT SIDE) 1/4" = I ' -0" P.T. 2 X 4 HORIZ. TOP RAIL WI 3/4" X 1 /4" CHAMFER EACH. SIDE, TYP. PAINT INTERIOR OF CMU, COLOR AS SELECTED BY OWNER PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH I GX I CMU PIER, ALL CELLS GROUT SOLID - TYP. SCREEN ; FRAMING SYSTEM, SEE DETAIL CHAMFERED EDGE DECKING P.T. I X4 TRIM BOARD P.T. I X 12 SKIRT BOARD (NOTE: BOTTOM TO ALIGN ALL AROUND BUILDING, TYP.) P.T. 2X12 RIM BOARD (CUT TO FIT) P.T. 2 X 2 HORIZ. SLAT FRAMING MEMBER BEYOND - P.T. 4X4 POST (CUT POST TOP TO SHAPE) BEYOND - P.T. 2 X 2 VERT. SLAT FRAMING MEMBER P.T. I X.4 HORIZ. SLATS P.T. 2X8 ROOF RAFTERS @ 16" O.C. ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * WATER SHIELD BITUM. MEMBRANE STRUCTURAL ROOF SHEATHING, 1 SEE STRUCTURAL DETAILS (2) P.T. 2X I 0 RIM BOARDS (CUT TO FIT) CONT. P.T. BLOCKING P.T. 2X6 PLATE P.T. 4X4 VERT. POST BELOW - EDGE OF SLAB P.T. 2 X 6 VERTICAL SLATS P.T. 2X6 VERT. SLAT FRAMING @ 4' -0" O.C., TYP. (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST BEYOND) NOTE: NOTCH 5 OF P.T. BEAM, LEVEL BEARING (SEE:SECTION) CONT. COUNTER FLASHING OVER MEMBRANE EXTEND ICE * WATER SHIELD BITUM. MEMBRANE FROM ROOF BELOW TO WRAP FACE OF BALCONY PLYWOOD DECKING ABOVE, TYP. CONT. METAL FLASHING P.T. 2X I 0 BLOCKING WI 2' PLYWOOD FLITCH, TYP. @ POST BASE SIMPSON HANGER @ EA. RAFTER, TYP. ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE $ WATER SHIELD BITUM. MEMBRANE P.T. 2 X 2 HORIZ. SLAT ERAP -MEMBER (TOP EDGE CUT TO P.T. 2 X 4 IIORIZ, BOTTOM RAIL, CUT TO SHAPE P.T. T *G PORCH - DECKING (CHAMFERED EXPOSED _EDGE_Of D CXING TYPO__ LING SLOPE) PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH P.T. 2X6 VERT. SLAT FRAMING (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST) PLAN DETAIL BEYOND - IGXI6CMU PIER, ALL CELLS GROUT SOLID - TYP. P.T. 2 X G VERTICAL SLATS BEYOND - 4X4 VERT. POST P.T. 2X6 VERT. SLAT FRAMING @ 4' -0" O.C., TYP. (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST BEYOND) STRUCTU P.T. 2X8 ROOF 2X I 0 CEILING ROOF SHEATHING, RUCTURAL DETAILS OOSTS @ 1 6" O.C. P.T. 4X4PORCH POST TO EXTEND THRU FLR JOISTS, TYP. SIMPSON BASE (BC4Z) @ P.T. 4X4 POST, TYP. NOTE: EXTEND ICE $ WATER SHIELD BITUM. MEMBRANE OVER FLASHING @ PORCH EDGE, TYP. ICE * WATER SHIELD BITUM. MEMBRANE OVER 3/4" EXT. PLYWOOD DECKING P.T. I X I 0 FRIEZE TRIM BD. P.T. 2X8 BLOCKING (CUT TO FIT) (2) P.T. 2X I 0 PORCH BEAM W/ TRIM 1-1/2" 'SCREEN TIGHT' TRACK SCREEN (2) P.T. 2X4 SCREEN HORIZ. RAIL FRAMING W/ FACE TRIM (NOTE: AT SAME ELEVATION ALL AROUND PORCH) P.T. 2X4 SCREEN HORIZ. RAIL FRAMING 1-1/2" 'SCREEN TIGHT' TRACK 2X I 0 CEILING JOISTS @ 16" O.C. (BELOW - SEE SECTION) NOTE: NOTCH TOP OF CEILING JOIST W/ PITCH OF ROOF RAFTER, TYP. (SEE SECTION) EXTERIOR ELEVATIONS P.T. BEADED PLYWOOD CEILING SIMPSON HURRICANE STRAP (H2.5A - @ EA. RAFTER, TYP). P.T. 4X4 SCREEN HORIZ. TOP RAIL FRAMING P.T. 2X4 SCREEN HORIZ. TOP RAIL FRAMING BEYOND - P.T. 2X4 SCREEN STILE SCREEN P.T. 2X I 0 FLR. JOIST @ 1 6" O.C. ([O. JOISTS CUT TO SLOPE) PROVIDE P.T. 2X I 0 BLOCKING (CUT TO FIT) @ 4' -0" O.C. BETWEEN @ FLR. JOIST , TYP. (TOP OF BLOCKING TO BE FLUSH WITH T.O. FLR. JOIST FRAMING) SIMPSON H2.5A HURRICANE TIE @ FLOOR FRAMING BLOCKING (EVERY 4' -0" O.C., TYP.) P.T. 2X4 SCREEN BOTTOM RAIL FRAMING (NOTE: AT SAME ELEVATION ALL AROUND PORCH) SECTION DETAIL @ SUN PORCH HAND RAIL PORCH 1-1/2" 'SCREEN (2) P.T. 2X4 SCREEN VERT. POST FRAMING W/ P.T. I X4 FACE TRIM DECK BELOW BOX COLUMN TIGHT' TRACK SCREEN I " = I ' -0" CONCRETE SLAB (3000 PSI) W/ 6X6 -W ON GRADE X I.4 W I.4 W.W.F. EDGE OF THICKENED SLAB, SEE FOUNDATION. DETAIL BEYOND - CONC. — PIER FOOTING CONT. P.T. 2X4 FRAMING SCREEN PLAN DETAIL PLAN Et SECTION DETAILS ® VERTICAL SLATS I" = I' -o" I -1/2" 'SCREEN TIGHT' TRACK BEYOND - P.T. 2X4 SCREEN STILE SCREEN P.T. I X4 HORIZ. SLATS CONT. VERTICAL P.T. 2X FRAMING (HEIGHT VARIES W/ LOCATION) W/ DRAINAGE OPENING CENTERED ON EACH SCREEN SEGMENT - PROVIDE SCREENING AT OPENING, TYP. CHAMFERED EDGE DECKING P.T. I X4 TRIM BOARD P.T. I X12 SKIRT BOARD (NOTE: BOTTOM TO ALIGN ALL AROUND BUILDING, TYP.) P.T. 2X 12 RIM BOARD (CUT TO FIT) P.T. 2X I 0 PLATE 22 GA. GALV. TERMITE SHIELD STUCCO VINYL CASING BEAD SIMPSON BAND JOIST TIE -DOWN STRAP (1112A51) @ EA. BEAM, TYP. (SEE STRUCTURAL DETAILS) PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH PLAN Et SECTION DETAIL ® PORCH SCREEN FRAMING BOX COLUMN W/ SIMPSON COLUMN BASE; EXTEND BOX COLUMN THRU FLR FRAMING, TYP. P.T. T *G DECKING (4) P.T. 2X 12 BEAM (SLOPE BEAM I /4" PER FOOT, SEE SECTION) NOTE: NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) 12/21/12 / COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 12048.00 11/09/20 12 JJM /RW ND P.T. 2X I 0 FLR. JOIST @ 16" O.C. (T.O. JOISTS FLUSH W/ T.O. SLOPED BEAM) (4) #G VERT. 16X I CMU PIER, ALL CELLS GROUT SOLID - TYP. SECTION DETAIL l"= I' -a' 3 =_ 4 10: 13 14, 15., 16 .17 19 0 © 2012 NEIL DAWSON, ARCHITECT, PC CEILING FINISH AS SELECTED CONT. 2X4 TOP PLATE 5 P.T. 2X8 ROOF RAFTERS @ 16" O.C. MAX - SEE ELEVATIONS FOR RAFTER TAIL LAYOUT, TYP. ARCHITECTURAL ASPHALT SHINGL ROOF OVER ICE $ WATER SHIELD BITUM. MEMBRANE STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL DETAILS 10 f1 13- 141 7 °:. 19 20 THERMAL INSULATION (R-19 MIN. @ FLOOR / ROOF) P.T. BEADED PLYWOOD P.T. 2X8 EXPOSED RAFTER TAIL (SPACING PER ELEVATIONS) A R C H I T E C T S HURRICANE TIE EA. RAFTER TYP., SEE STRUCTURAL DETAILS (2) 2X6 TOP PLATE 2X BLOCKING (CUT TO FIT) P.T. IX I 0 FRIEZE BD. (CUT TO FIT) OVER P.T. I X BLOCKING CONT. METAL DRIP EDGE P.T. 2X8 ROOF RAFTERS @ 16" O.C. (2) 2X12 VALLEY RAFTER SIMPSON HANGER @ EA. RAFTER, TYP. 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m ARCHITECTURAL ASPHALT SHINGL ROOF OVER ICE * WATER SHIELD BITUM. MEMBRANE 2X4 KNEE WALL @ 16" O.C., TYP. WALL FINISH AS SELECTED BY OWNER CONT. 2X4 BASE PLATE FINISHED FLOOR AS SELECTED BY OWNER 3/4" T$G PLYWOOD SUBFLOOR 2X6 STUD WALL AT I G' O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2),(6 WALLS) CONT. P.T. 2X6 SUB - FASCIA (RIP RAFTER TO RECEIVE BD, TYP.) CONT. P.T. I X4 FASCIA P.T. 2X8 ROOF RAFTERS @ 16" O.C. MAX - SEE ELEVATIONS FOR RAFTER TAIL LAYOUT, TYP. STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL DETAILS THERMAL INSULATION (R-19 MIN. @ FLOOR / ROOF) CONT. 2X6 BASE PLATE I -3/4" XI G" LVL RIM BD. PER OPEN WEB MFR. 16" PRE - ENGINEERING OPEN WEB FLOOR JOIST @ 16" O.C. HARDIE PANEL CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X4 CHAMFERED WATER TABLE (CUT TO FIT I SHAPE) -1N - -- J T.O. UPPER FLR. SUBFLOOR (3RD FLR.) wri P.T. BEADED PLYWOOD 2X BLOCKING (CUT TO FIT) P.T. 2X8 EXPOSED RAFTER TAIL (SPACING PER ELEVATIONS) T.O. PLATE @ SHED DORMER P.T. 2X8 CLG JOIST @ 16" O.C. (ATTACHED TO ROOF RAFTERS) TYP. P.T. I X G APRON (CUT TO SIZE) OVER P.T. IX BLOCKING CEILING FINISH AS SELECTED CONT. METAL DRIP EDGE HURRICANE TIE EA. RAFTER TYP., SEE STRUCTURAL DETAILS CONT. 2X6 TOP PLATE CROWN TRIM AS SELECTED BY OWNER, TYP. (2) 2X6 TOP PLATE 1/2" GYPSUM WALL BD. T.O. PLATE / B.O. FLR. FRAMING SIMPSON TIE -DOWN @ EA. STUD, TYP. (SEE STRUCTURAL DETAILS) 1/2" GYPSUM WALL BD. CONT. P.T. I X4 FASCIA CONT. P.T. 2X6 SUB- FASCIA (RIP RAFTER TO RECEIVE BD, TYP.) INT. WINDOW TRIM AS SELECTED BY OWNER, TYP. P.T. SHIM VINYL WINDOW, SEE SCHEDULE KAMI NSKY BEACH HOUSE Myron Frances Kaminsky 1 0th Place Tybee Island, Georgia 31328 - -- LINE OF RAFTER BEYOND 2X 12 FLR. JOIST @ 16" O.C. THERMAL INSULATION (R- 19 MIN. @ FLOOR/ ROOF) 2X6 STUD WALL AT 16" O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2X6 WALLS) BASE TRIM AS SELECTED BY OWNER, TYP. CONT. 2X6 BASE PLATE FINISHED FLOOR AS SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS 7" EXPOSURE - HARDIE HORIZ. SIDING CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X6 WATER TABLE (CUT TO FIT) 5/8" I X GYPSUM BD. P.T. 2X8 TOP PLATE P.T. 2X TOP CLOSURE PLATE CUT TO FIT —'N T.O. MAIN FLR. SUBFLOOR (2ND FLR.) 1T P.T. I X 4 TRIM BOARD P.T. I X 12 SKIRT BOARD OVER P.T. 5/4X BLOCKING 2X12 RIM BOARD T.O. PLATE B� 0. FLR. FRAMING Y SIMPSON TIE -DOWN STRAP CS20 @ EA. STUD, TYP. (SEE STRUCTURAL DETAILS) III In ul€ tIona Mart @onipl y with The Georgia Zink) Energy® Code EditIoa and State of Georgia Amin ]rnoata PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH BEYOND - 4X4 VERT. POST P.T. 2 X G VERTICAL SLATS P.T. I X I 0 FRIEZE BD. (CUT TO FIT) OVER P.T. 2X BLOCKING P.T. EXT. WINDOW TRIM LINE OF KNEE WALL BEYOND RAFTER BEYOND SECTIONS Lt` PAIN F Sf11NG W/ END -DAMS P.T. 2X CHAMFERED SILL (CUT TO SHAPE) P.T. 2X6 VERT. SLAT FRAMING, TYP. (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST BEYOND) P.T. I X4 APRON TRIM OVER P.T. IX BLOCKING 30# FELT MOISTURE BARRIER OVER 1/2" EXT. SHEATHING, SEE STRUCTURAL DETAILS I X I 0 BUTT. BD. T$G HORIZ. SIDING CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X4 CHAMFERED WATER TABLE (CUT TO FIT / SHAPE) T.O. UPPER FLR. SUBFLOOR (3RD FLR.) INT. WINDOW STOOL $ APRON AS SELECTED BY OWNER, TYP. (2) CONT. SILL PLATES 1/2" GYPSUM WALL BD. 2X6 STUD WALL AT 16" O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2X6 WALLS) CONT. 2X6 BASE PLATE C6�,,,�1 C9 ;•Cc tP coDE Z�Z� 100 orE EOrlita I -3/4" XI G" LVL RIM BD. PER OPEN WEB MFR. 16" PRE - ENGINEERING OPEN WEB FLOOR JOIST @ 16" O.C. P.T. I X 6 APRON (CUT TO SIZE) OVER P.T. I X BLOCKING 4" CONCRETE SLAB ON GRADE (3000 PSI) WI 6X6-W1.4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE (SEE STRUCTURAL DETAILS FOR REINFORCEMENT) P.T. 2X6 VERT. SLAT FRAMING @ 4-0" O.C., TYP. (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST BEYOND) EDGE OF THICKENED SLAB I 0 MIL VAPOR BARRIER #5 CONT. T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. 4" MIN. OF #57 CRUSHED STONE —� BASE, SEE STRUCTURAL NOTES TERMITE.. TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES IN., GRADE (SLOPE AWAY) T.O. PLATE / B.O. FLR. FRAMING O Im TYP. (SEE STRUCTURAL DETAILS) u_ z - o O 30# FELT MOISTURE BARRIER OVER oz 1/2" EXTERIOR SHEATHING, SEE ~ u_ STRUCTURAL DETAILS ro czn 7" EXPOSURE - HARDIE HORIZ. SIDING SIMPSON TIE -DOWN @ EA. STUD, CEILING FINISH AS SELECTED (2) 2X6 TOP PLATE 2X6 STUD WALL AT 16" O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2X6 WALLS) 1/2" GYPSUM WALL BD. A12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 11/05/2012 JJM / RW ND BEYOND - CONC. PIER FOOTING TYPICAL WALL SECTION C EXTERIOR WALL I I " = I'-o„ SECTION AT SHED DORMER 1" = I' -0" 4- 5 .' 2 13 14 - 16 19 © 2012 NEIL DAWSON, ARChITECT, PC 12 3 14 15. 18 9 2X6 STUD WALL AT 16" 0.C., TYP. CONT. 2X6 BASE PLATE T.O. UPPER FLR. SUBFLOOR (3RD FLR.) THERMAL INSULATION (R-13 MIN. @ EXT. 2X6 WALLS) HARDIE PANEL CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X4 CHAMFERED WATER TABLE (CUT TO FIT / SHAPE) ARCHITECTURAL ASPHALT SHINGL ROOF OVER ICE $ WATER SHIELD BITUM. MEMBRANE THERMAL INSULATION (R -19 MIN. @ FLOOR/ ROOF) P.T. BEADED PLYWOOD CONT. METAL DRIP EDGE CONT. P.T. I X4 FASCIA P.T. 2X8 BARGE RAFTER P.T. 2X8 EXPOSED RAFTERS (SPACING PER FRAMING PLAN) P.T. 2X4 OUTLOOKERS ON FLAT @ 24" O.C. (SEE STRUCT.), NOTCH ALL INTERSECTING RAFTERS TO RECEIVE OUTLOOKERS ACOUSTIC TION TYP. (2) 2X6 TOP PLATE P.T. IX 6 APRON (CUT TO SIZE) OVER IX P.T. BLOCKING 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS 7" EXPOSURE - HARDIE HORIZ. SIDING I -3/4" X I G" LVL RIM BD. PER OPEN WEB MFR. 1 6" PRE - ENGINEERING OPEN WEB FLOOR JOIST @ 16" O.C. SIMPSON TIE -DOWN @ EA. STUD, TYP. (SEE STRUCTURAL DETAILS) CONT. METAL WINDOW CAP FLASHING, TYP. P.T. I X CAP TRIM (CUT TO FIT) I X 6 WINDOW CASING HEADER, SEE STRUCTURAL NOTES P.T. SHIM INT. WINDOW TRIM AS SELECTED BY OWNER, TYP. VINYL WINDOW, SEE SCHEDULE NOTE: P.T. 2X4 EXPOSED LOOKOUTS ON FLAT TO EXTEND 4' MIN. INTO ROOF FRAMING (1/3 OVERHANG WITH 2/3 EXTENSION INTO FRAMING). TYP. CONT. METAL WINDOW CAP FLASHING, TYP. P.T. I X CAP TRIM (CUT TO FIT) P.T. I X 6 WINDOW CASING P.T. SHIM HEADER, SEE STRUCTURAL NOTES VINYL WINDOW, SEE SCHEDULE P.T. 2X 12 EXPOSED VALLEY RAFTER BEYOND 2X8 BLOCKING TYP., SEE STRUCTURAL NOTES STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL DETAILS P.T. 2X8 ROOF RAFTERS @ 16" O.C. P.T. 2X12 HIP RAFTER P.T. 2X 12 VALLEY RAFTER II_ 4'L 0" MIN. EXTENSION I j I.� -INTO- ROOF rMMING I A R C H I T E C T S B.O. CEILING FRAMING INT. WINDOW TRIM AS SELF BY OWNER, TYP. 2X8 CEILING JOISTS BELOW @ 16" O.C. (ATTACHED TO ROOF RAFTERS) TYP. CEILING FINISH AS SELECTED LINE OF RAFTER BEYOND LINE OF KNEE WALL BEYOND 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m INT. WINDOW STOOL $ APRON AS SELECTED BY OWNER, TYP. SILL PAN FLASHING W/ END DAMS P.T. 2X4 CHAMFERED SILL (CUT TO SHAPE) P.T. I X4 APRON TRIM OVER P.T. I X BLOCKING CONT. METAL FLASHING SIMPSON HANGER @ EA. RAFTER, TYP. ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * WATER SHIELD BITUM. MEMBRANE 2X I 0 CEILING JOISTS @ I G" O.C. NOTE: NOTCH TOP OF CEILING JOIST W/ PITCH OF ROOF RAFTER, TYP. SIMPSON HURRICANE STRAP (112.5A - @ EA. RAFTER, TYP). P.T. 2X8 ROOF RAFTERS @ 16" 0.C. MAX - SEE ELEVATIONS FOR RAFTER TAIL LAYOUT, TYP. STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL DETAILS P.T. BEADED PLYWOOD SILL PAN "FLASHING W/ END DAMS P.T. 2X4 CHAMFERED SILL (CUT TO SHAPE) -. PT. -I X4 APRON TRIM -OVER P.T.- 1 X BLOCKING (- HARDIE PANEL.. CONT.-METAL FLASHING- INT. WINDOW 1/2" GYPSUM THERMAL INS TOOL * APRON AS SELECTED BY OWNER, TYP. ALL BD. LATION (R-I3 MIN. @ EXT. 2X6 WALLS) 2X6 STUD W BASE TRIM A CONT. 2X615 L AT 16" O.C., TYP. SELECTED BY OWNER, TYP. SE PLATE FINISHED FLOOR AS SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR T.O. UPPER FLR. SUBFLOOR 0 (3RD FLR.) (2) CONT. SILL PLATES 1/2" GYPSUM WALL D. BASE TRIM AS SELECTED BY OWNER, TYP. 30# FELT MOISTURE BARRIER OVER 1/2" EXT. SHEATHING, SEE STRUCTURAL DETAILS THERMAL INSULATION (R-13 MIN. @ EXT. HARDIE HORIZ. SIDING 2X6 STUD WALL AT 16" O.C., TYP. CONT. METAL COUNTER FLASHING CONT. METAL FLASHING OVER ICE WATER SHIELD BITUM. ROOF MEMBRANE - EXTEND FLASHING VERT. UP FACE OF SHEATHING 8" MIN. AND LAP MOISTURE BARRIER OVER FLASHING CONT. METAL DRIP EDGE CONT. P.T. I X4 FASCIA 2X6 WALLS) CONT. P.T. 2X6 SUB- FASCIA (RIP RAFTER TO RECEIVE BD, TYP.) P.T. 2X8 ROOF RAFTERS @ 16" O.C. MAX - SEE ELEVATIONS FOR RAFTER TAIL LAYOUT, TYP. ARCHITECTURAL ASPHALT SHINGLE ROOF OVER ICE * WATER SHIELD BITUM. MEMBRANE - STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL DETAILS BEYOND - P.T. 4X4 POST (CUT POST TOP TO SHAPE) P.T. 2 X 4 HORIZ. TOP RAIL W/ 3/4" X 1/4" CHAMFER EACH. SIDE, TYP. P.T. 2 X 2 HORIZ. SLAT FRAMING MEMBER CONT. 2X6 BASE PLATE HURRICANE TIE EA. RAFTER TYP., SEE URAL DETAILS R BD. S P.T. 2X 10 L (CUT TO FIT) 2X12 RIM BOARD P.T. BEADED PLYWOOD CONT. P.T. 2X6 SUB - FASCIA (RIP RAFTER TO RECEIVE BD, TYP.) 12 BEYOND - P.T. 2 X 2 VERT. SLAT FRAMING MEMBER P.T. I X 4 HORIZ. SLATS P.T. I X I 0 FRIEZE BD. (CUT TO FIT) OVER P.T. 2X BLOCKING (2) P.T. 2X I 0 BEAM W/ TRIM (2) 5/8" 0 CARRIAGE BOLTS @ EA. COLUMN, TYP. P.T. 4X4 SCREEN DOOR FRAME P.T. 4X4- SCREEN _110RIZ. TOP RAIL FRAMING SIMPSON :112.5A .HURRICANE; TIE'@ FLOOR FRAMING - BLOCKING (EVERY:, O :C., -TYP.).: P:T: 2X14 PLR. JOIST @ 16 ' 0.C.: :j:(T.O. :JOISTS' 'CUT TO SLOPE) _I PROVIDEP:T: '2X I;0 BLOCKING (CUT TO FIT)' @ 4'- Q ".O.0 BETWEEN - @: FLR -. JOIST:; TYP: (TOP OF BLOCKINGTO:BE.FLUSH WITH.T:0 FLR: JOIST FRAMING) P:T:.BEADED.PLYWOOD: CEILING:JOIST HANGER:@ EA. "J.OIST, TYP. P.T:;JX:10. EXT. :WINDOW OVER" :P.T. I X; BLOCKING: CONT:- METAL DOOR CAP- FLASHING, TYP. (3) P.T. 2X6 PLAT INT. WINDOW TRIM AS SEL' . ED BY OWNER, TYP. HEADER, SEE STRUCTURAL NOTES P.T. SHIM T.O. PLATE / B.O. FLR. FRAMING THERMAL INSULATION (R-I9 MIN. @ FLOOR I ROOF) CEILING FINISH AS SELECTED 1 6" PRE - ENGINEERING OPEN WEB FLOOR JOIST @ 1 6" O.C. I -3/4" X 16" LVL RIM BD. PER OPEN WEB MFR. KAMI NSKY BEACH HOUSE Myron Frances Kaminsky I Oth Place Tybee Island, Georgia 31328 P.T. 2 X 2 HORIZ. SLAT FRAMING MEMBER (TOP EDGE CUT TO SLOPE) P.T. 2 X 4 HORIZ. BOTTOM RAIL, CUT TO SHAPE P.T. 2 X STAIR TREADS P.T. SHIM 2X4 CEILING FRAMING @I G" O.C., TYP. P.T.BEADED PLYWOOD P.T. IX8 TRIM BD - ALIGN W/ BEAM, I W., OVER P.T. I X BLOCKING 2X BLOCKING (CUT TO FIT) P.T. I X I 0 FRIEZE BD. (CUT TO FIT) OVER P.T. I X BLOCKING PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH W/ STUCCO VINYL CASING BEAD CONT. METAL FLASHING @ WINDOW HEAD 2" BRICK MOULD TRIM @ OPENINGS IN STUCCO VENE =R HEADER, SEE STRUCTURAL DWGS 4 FASCIA P.T. IX STAIR RISERS DBL. P.T. 2X12 STAIR STRINGER BOX C OLUMN W/ SIMPSON COLUMN BASE;_ EXTEND BOX COLUMN THRU FLR FRAMING, TYP. P.T. T *G PORCH DECKING" FIBERGLASS DOOR, SEE SCHEDULE SILL PAN W/ END DAMS (COORD. W/ DOOR MANUFACTURER) NOTE: T.O. T *G PLYWOOD DECKING @ MAIN FLOOR TO ALIGN W/ T.O. FINISHED PORCH DECKING, TYP. NOTE: NUMBER OF RISERS TO-BE, COORD. W/ FINISHED GRADE = PERICODE RE-QU 1 RMENTS7ITYP FINISHED FLOOR AS SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR THERMAL INSULATION (R -I 9 MIN. @ FLOOR/ ROOF) 2X 12 FLR. JOIST @ 16" O.C. LVL BEAM, SEE STRUCT. CONT. METAL DRIP EDGE (2) P.T. 2X8 BEAM W/ TRIM (2) 5/8" 0 CARRIAGE BOLTS @ EA. COLUMN, TYP. P.T. 6X6 COLUMN BEYOND IX 10- SKIRT BOARD (CUT TO FIT) I X I 0 SKIRT. BOARD (CUT TO FIT) P.T. 2X I 0 FLR. JOIST @ 1 6" O.C. NOTCH P.T. 4X4 POST BEYOND FOR CONT. P.T. 2X I 0 LANDING RIM BD. P.T. 2X10 LEDGER BD. P.T. 2X 12 RIM BOARD (CUT TO FIT) (4) P.T. 2X 12. BEAM (SLOPE BEAM 1/4" PER FOOT) . P.T. 2X 12 LEDGER BD. P.T. 2X I 0 FLR. JOIST @ 16" 0.C. (T.O. JOISTS FLUSH W/ T.O. SLOPED BEAM) NOTCH BOI 10M OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) T.O. MAIN FLR. SUBFLOOR (2ND FLR.) .�. T.O. PLATE / B.O. FLR. FRAMING 5/8" TYPE X GYPSUM BD., TYP. @ GARAGE CLG. P.T. 2X6 PLATE CMU PIER BEYOND SECTIONS T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. FIBERGLASS FRENCH DOOR, SEE SCHEDULE SILL PAN W/ END DAMS (COORD. W/ DOOR MANUFACTURER) 1/2" BITUMINOUS EXPANSION FILLER #5 CONT. SIMPSON COLUMN BASE, FOR P.T. 6X6 COLUMN P.T. T *G PORCH DECKING P.T. 2X I 0 FLR. JOIST @ 16" O.C. NOTCH P.T. 4X4 POST BEYOND rOR CONT. P.T. 2X I 0 LANDING RIM D. PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH BEYOND - 4X4 VERT. POST P.T. 2 X 6 VERTICAL SLATS P.T. 2X6 VERT. SLAT FRAMING @ 4' -0" O.C., TYP. (NOTCH P.T. 2X6 INTO P.T. 4X4 VERT. POST BEYOND) 3" MIN. 4" CONCRETE SLAB ON GRADE (3000. P51). W/ 6X6 -W1.4 X W1.4 W.W.F. Wi. . THICKENED SLAB EDGE. (SEE STRUCTURAL DETAILS FOR REINFORCEMENT) (3) #5 CONT. W/ #5 @ 16" TRANSV. , #5 CONT. BEYOND - I GX I G CMU PIER, ALL CELLS GROUT SOLID - TYP. BEYOND - 16X 16 CMU PIER, ALL CELLS GROUT SOLID - TYP. EDGE OF THICKENED SLAB #5 CONT. #5 CONT. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6-W1.4 X W1.4 W.W.F. W/ THICKENED SLAB EDGE 2' -6" TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W I.4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE T.O. SLAB @ GARAGE I I .0' A.M.S.L. SIMPSON COLUMN BASE (C366hDG); FOR P.T. 6X6 COLUMN FT.6X6 POST SET IN 12 "X48" 0 ;SONOTUBE W/ CONC. FILL, TYP. I 0 =MIL VAPOR BARRIER:. 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 10 MIL VAPOR BARRIER A12/21/12 \ COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1/09/20 12 JJM / RW ND COMPACTED SUBGRADE, SEE STRUCT. NOTES A204 SECTION ® ENTRY STOOP 4 I" = I' -0" 6 SECTION @ PORCH 14 15 6 _. 7 1/2" = I ' -0" 20 O 2012 NEIL DAWSON, ARCt11TECT, PC STRUCTURAL DESIGN CRITERIA BUILDING CODE 2006 INTERNATIONAL BUILDING CODE GRAVITY LOADS (ASCE 7 -05) 1. ROOF LIVE LOADS: A. UNIFORMLY DISTRIBUTED LIVE LOADS: TYPICAL 20 PSF 2. FLOOR LIVE LOADS: A. UNIFORMLY DISTRIBUTED FLOOR LIVE LOADS: MECHANICAL AREAS 60 PSF LIVING AREAS 40 PSF SLEEPING AREAS 30 PSF PARTITIONS* 15 PSF B. CONCENTRATED LIVE LOADS FLOOR (A =2.5 SF) 2,000 LBS STAIR TREAD 500 LBS 3. SUPERIMPOSED DEAD LOADS: A. UNIFORMLY DISTRIBUTED DEAD LOADS: ROOF 20 PSF TYP. FLOOR 15 PSF CEILING 3 PSF HVAC & LIGHTING 3 PSF B. CONCENTRATED DEAD LOADS: ROOF 150 LBS TYP. FLOOR 150 LBS SNOW LOADS (ASCE 7 -05) GROUND SNOW LOAD, Pg = 5 PSF (Ct =1.0) WIND LOADS (ASCE 7 -05) BASIC WIND SPEED (3 SEC GUST) = 130 MPH OCCUPANCY CATEGORY = II IMPORTANCE FACTOR = 1.15 MWFRS EXPOSURE = C GCp = ±0.18 SEISMIC CRITERIA (IBC 2006 /ASCE 7 -05) OCCUPANCY CATEGORY = 11 IMPORTANCE FACTOR = 1.25 DESIGN CATEGORY = C SITE CLASS = D Ss = 0.218g S1 = 0.081 g SDS = 0.218 g SD1 = 0.081 g COM ZONE 5 PONENTS & CLADDING WIND PRESSURES ( ZONE AREA (SF) +P -P 10 27.8 30.4 20 27.0 28.9 0 50 26.0 26.8 100 25.2 25.2 10 27.8 35.6 u- 20 27.0 34.0 0 0 50 26.0 32.0 100 25.2 30.4 10 27.8 35.6 20 27.8 34.0 0 50 26.0 32.0 100 25.2 30.4 WALLS 10 30.4 33.0 20 29.0 31.6 ® 50 27.2 29.8 100 25.9 28.4 10 30.4 40.7 20 29.0 38.0 0 50 27.2 34.3 100 25.9 31.6 ZONE 2 PSF) ZONE 3 ZONE 5 a = 6.0 FT \ HIP ROOF GABLE ROOF GENERAL REQUIREMENTS 1. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR CONDITIONS. 2 COORDINATE ALL LIMITS AND DEPTHS OF DEPRESSIONS FOR FLOOR FINISHES WITH ARCHITECTURAL DRAWINGS AND SCHEDULES. LIMITS SHOWN ON STRUCTURAL DRAWINGS ARE SCHEMATIC. 3. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. • DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS SHOWN ON PLANS. • CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH ARCHITECTURAL PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS NOT SHOWN HEREIN. 6. WHERE SPECIFIED, SIMPSON ANCHOR SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SPECIAL ATTENTION SHALL BE GIVEN TO THE DRILLING, CLEANING, AND PREPARATION OF HOLES. WHERE ADHESIVE ANCHORS ARE SHOWN, SPECIAL ATTENTION SHALL BE GIVEN TO THE REQUIRED MIXING, APPLICATION, AND CURING TIME OF ADHESIVE TYPE SPECIFIED. SUBGRADE PREPARATION 1. CONTRACTOR SHALL STRIP AND REMOVE ALL VEGETATION, TOPSOIL, ROOTS, AND ORGANIC ZONES FROM THE CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST 10' BEYOND THE EXTENT OF BUILDING FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE SIGNIFICANT ROOT ZONES, SMALL TREE STUMPS, AND OTHER UNACCEPTABLE MATERIALS, BUT IN NO CASE SHALL IT BE LESS THAN 12" 2. AFTER TOPSOILS, ETC. WITHIN AND TO A POINT 10' OUTSIDE THE BUILDING CONSTRUCTION AREA HAVE BEEN REMOVED FROM THE SITE, THE UPPER 24" OF EXPOSED SOILS SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D -1557) BY PROOFROLLING WITH A FULLY LOADED PNEUMATIC TIRED TANDEM AXLE DUMP TRUCK CAPABLE OF TRANSFERRING A LOAD OF 10 TO 20 TONS BY OVERLAPPING PASSES. A MINIMUM OF 8 COMPLETE PASSES SHALL BE MADE WITHIN THE BUILDING AREA. 3 PROOFROLLING SHALL BE PERFORMED UNDER THE OBSERVATION OF AN APPROVED TESTING LABORATORY SUPERVISED BY A GEOTECHNICAL ENGINEER. UNDERCUT, BACKFILL, AND COMPACT AREAS WHICH PUMP, DEFLECT, OR RUT EXCESSIVE OR WHICH DO NOT STABILIZE AFTER SUCCESSIVE PASSES OF PROOFROLLING EQUIPMENT. 4. AFTER COMPLETION OF DENSIFICATION OF EXISTING SOILS, PLACE STRUCTURAL FILL FOR BUILDING AND PAVEMENT ARES IN THIN (8" TO 10 ") LIFTS AND COMPACT TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). MATERIAL USED AS STRUCTURAL FILL SHALL BE NON - PLASTIC GRANULAR MATERIAL CONTAINING LESS THAN 15% FINES PASSING THROUGH THE NO. 200 SIEVE AND FREE OF ORGANICS. BOULDERS, OR OTHER DELETERIOUS MATERIALS. 5 ANY AREA THAT WILL BE USED FOR PARKING AND ALL DRIVEWAYS SHALL HAVE A MINIMUM OF 24" CLEAN SAND SUBGRADE COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). PROVISIONS SHALL BE MADE FOR SUBGRADE TO DRAIN AND NOT BECOME SATURATED BY SURFACE WATER OR GROUND WATER TABLE. FOUNDATIONS 1. FOUNDATION DESIGNED FOR AN ASSUMED 1500 PSF MAXIMUM ALLOWABLE SOIL BEARING PRESSURE. ACTUAL ALLOWABLE SOIL BEARING PRESSURE SHALL BE DETERMINED BY A GEOTECHNICAL ENGINEER TO CONFIRM DESIGN ASSUMPTION IS VALID. 2. ALL FOOTINGS AND SLABS SHALL BE ON COMPACTED SUBGRADE. SEE SPECIFICATIONS AND MINIMUM SUBGRADE REQUIREMENTS. 3. REMOVE ALL WATER SOFTENED SOILS FROM FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE. FILL REMAINING VOIDS WITH ADDITIONAL CONCRETE. 4. SUPPORT ALL BOTTOM REINFORCEMENT IN FOUNDATION WITH WHOLE CONCRETE BRICKS AT 48" O.C. MAX. 5. ALL FOOTING, PIER, AND OTHER FOUNDATION REINFORCING SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE. 6. WHERE FINISHED GRADES DIFFER ON OPPOSITE SIDES OF FOUNDATION WALLS, PROVIDE TEMPORARY BRACING. PREVENT LATERAL MOVEMENT UNTIL ALL ADJACENT FILLING, COMPACTION, FLOOR SLABS, AND FRAMING AT NEXT LEVEL OVER HAS BEEN COMPLETED. 7. UNLESS INDICATED ON FOUNDATION PLAN, VERTICAL STEPS IN FOOTINGS TO BE MAXIMUM 2' -O" VERTICAL SPACED NO LESS THAN 4' -0" O.C. HORIZONTALLY TO MAINTAIN MINIMUM 12" COVER BELOW FINISHED EARTH GRADE. 8. CONSTRUCTION JOINTS IN CONTINUOUS FOOTINGS TO BE FORMED VERTICALLY WITH MIN. 1' -6" LAPS IN HORIZONTAL REINFORCING. 9. PROVIDE 1/2" P.E.J. FILLER AROUND PERIMETER OF SLABS WHERE THEY ABUT VERTICAL SURFACES AND AT COLUMN ISOLATION JOINTS AS DETAILED. SLAB ON GRADE 1. APPLY AN APPROVED CURING COMPOUND CONFORMING TO ASTM C 309 AFTER FINISHING THE SLAB. 2. ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A 185. LAP ADJOINING PIECES AT LEAST ONE FULL MESH OR 8" MINIMUM. UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC SHALL BE BLOCKED INTO POSITION INDICATED WITH PRECAST CONCRETE BLOCKS HAVING A COMPRESSIVE STRENGTH EQUAL TO THAT OF THE SLAB. 3. THE USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED WIRE FABRIC) IS PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. 4. THE MAXIMUM SPACING OF JOINTS SHALL BE 15' OR AS SHOWN ON PLANS. 5. ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100% PASSING 1 -1/2" SIEVE AND NO MORE THAN 5% PASSING A NO. 4 SIEVE. POROUS FILL SHALL BE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D 698. 6. SLAB JOINTS SHALL BE FILLED WITH APPROVED MATERIAL. THIS SHOULD TAKE PLACE AS LATE AS POSSIBLE, PREFERABLY 4 TO 6 WEEKS AFTER THE SLAB HAS BEEN CAST.SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS AND DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN. 7. THE FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 301, TYPE A. 8. SLABS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING FLATNESS / LEVELNESS REQUIREMENTS: SLAB CATEGORY SPECIFIED LOCAL MINIMUM CONVENTIONAL FF = 20, FL =15 FF = 13, FL = 10 MODERATE FLAT FF = 25, FL = 20 FF = 15, FL = 12 FLAT FF =35, FL =25 FF= 21,FL =15 VERY FLAT FF = 50, FL = 35 FF = 30, FL = 21 SUPER FLAT FF = 100 +, FL = 50+ 9. ALL INTERIOR SLABS SHALL BE CONSTRUCTED AS 'FLAT' UNLESS NOTED OTHERWISE. 10. FF AND FL TOLERANCES SHALL BE TESTED IN ACCORDANCE WITH ASTM E 1155. ACTUAL OVERALL F- NUMBERS SHALL BE CALCULATED USING THE INFERIOR / SUPERIOR AREA METHOD. ALL FLOOR TOLERANCE MEASUREMENTS SHALL BE MADE WITHIN [48] HOURS AFTER SLAB INSTALLATION. IN ALL CASES, TOLERANCE MEASUREMENTS SHALL PRECEDE THE REMOVAL OF SHORES AND FORMS. RESULTS OF ALL FLOOR PROFILE TESTS (INCLUDING A RUNNING TABULATION OF THE OVERALL FF AND FL VALUES FOR ALL OF THE RANDOM TRAFFIC SLABS INSTALLED TO DATE) SHALL BE PROVIDED TO THE CONTRACTOR WITHIN [72] HOURS AFTER EACH SLAB INSTALLATION. 11. CONTROL JOINT SEALANT SHALL BE SIKADUR 51 NS /SL OR APPROVED EQUAL. EXPANSION AND ISOLATION JOINT SEALANT SHALL BE SIKAFLEX 1a OR APPROVED EQUAL. 12. CONCRETE FINISH FLOORS SHALL HAVE A HARD STEEL TROWELED FINISH UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PLACE, STRIKE OFF, CONSOLIDATE, LEVEL AND FLOAT TO THE PROPER ELEVATION. TROWELING SHALL BEGIN AFTER SURFACE HAS RECEIVED A FLOAT FINISH. THE SLAB DRYING MUST PROCEED NATURALLY AND MUST NOT BE HASTENED BY THE DUSTING ON OF DRY CEMENT OR SAND. LIGHTLY TOOL ALL EDGES AT CONSTRUCTION JOINTS AND EXERCISE CARE THAT SLAB EDGES ARE NOT DEPRESSED ALONG BULKHEADS DURING FINISHING OPERATIONS, PARTICULARLY HAND TROWELING. EXTERIOR SLABS, SIDEWALKS, PADS AND RAMPS SHALL HAVE A LIGHT BROOM FINISH UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PROVIDE STANDARD TROWEL FINISH AT ALL SUB- SLABS. CONRETE MASONRY 1. APPLICABLE MASONRY CODES: A. ACI 530 -05 /ASCE 5- 05/TMS 402 -05 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. ACI 530.1 -05 /ASCE 6- 05/TMS 602 -05 SPECIFICATIONS FOR MASONRY STRUCTURES. 2. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM C -90 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 3. ALL CELLS BELOW GROUND FLOOR SLAB SHALL BE FILLED SOLID WITH CONCRETE. 4. MORTAR SHALL CONFORM TO ASTM C -270 TYPE S. 5. REINFORCED WALLS, STIFFENERS, PIERS, ETC. SHALL BE FILLED IN MAXIMUM OF 4' -0" LIFTS. FILL SHALL BE MECHANICALLY MIXED (ASTM C476 COURSE) GROUT OR REGULAR WEIGHT CONCRETE (ASTM C94) WITH MAX 1/2" COARSE AGGREGATE HAVING NOT LESS THAN 2500 PSI (MIN.) 28 DAY STRENGTH. SEE SPECIFICATIONS. 6. PLAIN END TWO CELL UNITS SHALL BE USED FOR BLOCKS THAT ARE TO HAVE CELLS REINFORCED OR FILLED. WEB SHELLS ADJACENT TO CELLS THAT ARE TO BE FILLED ARE TO BE BEDDED IN MORTAR. 7. FILL CELLS AS NOTED ON DRAWINGS WITH 3000 PSI GROUT CONFORMING TO ASTM C-476 SPECIFICALLY DESIGNED FOR FILLING CELLS. 8. VERTICAL REINFORCING TO BE LAPPED 48 BAR DIAMETERS (MINIMUM 2' -6 ") AT DOWELS AND SPLICES. 9. HORIZONTAL JOINT REINFORCING TO BE CONTINUOUS THROUGH REINFORCED CELLS. 10. PROVIDE A 4 "x4" CLEAN OUT OPENING AT BOTTOM COURSE OF EACH LIFT AT EACH REINFORCED CELL EXCEPT WHERE HOLE OR PATCH CANNOT BE CONCEALED BY BRICK OR WALL FINISH. CELLS TO BE THOROUGHLY FLUSHED PRIOR TO FILLING. SEAL OPENING DURING FILLING. 11. PROVIDE GALVANIZED WIRE LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. AND AS INDICATED ON DRAWINGS. 12. SEE ARCHITECTURAL DRAWINGS FOR THE EXTENT AND EXACT LOCATION OF MASONRY WALLS. 13. WALL CONTROL JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE FOLLOWING: A. WCJ SHALL BE PROVIDED IN ALL CONCRETE MASONRY WALLS AT LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS BUT AT A SPACING NOT GREATER THAN 24' -0" O.C. B. HORIZONTAL JOINT REINFORCING SHALL BE INTERRUPTED AT EACH SIDE OF WALL CONTROL JOINTS. C. WALL CONTROL JOINTS SHALL NOT BE PLACED OVER OPENINGS OR WITHIN JAMB WIDTH. 13. BLOCK LINTELS SHALL BE SPECIALLY FORMED U -BLOCK LINTEL OR LOW WEB LINTEL UNITS WITH REINFORCEMENT AS SHOWN OR PRECAST UNITS DESIGNED FOR THE WEIGHT OF MASONRY ABOVE AND ALL OTHER APPLIED LOADS. 14. PROVIDE CONTINUOUS 8" DEEP INTERMEDIATE BOND BEAMS AT MAXIMUM 8' -0" O.C. VERTICALLY. REINFORCE WITH (2) #5 CONTINUOUS. LAP HORIZONTAL BARS 24" AT SPLICES. INTERRUPT AT VERTICAL CONTROL JOINTS. PROVIDE BOND BEAM AT TOP OF ALL CMU WALLS. 15. PROVIDE (2) #5x24 "x24" HORIZONTAL CORNER BARS AT CHANGES IN DIRECTION OF BOND BEAM. WHERE BOND BEAMS INTERRUPTED BY OPENINGS, HOOK 12" INTO REINFORCED JAMB. 16. UNLES NOTED OTHERWISE, REINFORCED PIERS AT JAMBS OF OPENINGS SHALL BE DISCONTINUOUS ABOVE LINTEL BEARING EXCEPT AS FOLLOWS: OPENING 4' -0" TO 8' -0 ": CONTINUE JAMB REINFORCING 24" ABOVE OPENING OPENING OVER 8' -0 ": CONTINUE JAMB REINFORCING TO TOP OF WALL. 17. ALL MASONRY WALLS SHOWN ON THESE STRUCTURAL DRAWINGS HAVE BEEN DESIGNED TO RESIST THE REQUIRED VERTICAL AND LATERAL FORCES IN THE FINAL CONFIGURATION ONLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY BRACE THE WALLS FOR VERTICAL AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION OF LATERAL SUPPORT BY CONNECTIONS AT FLOOR OR ROOF FRAMING LOCATIONS. WOOD STRUCTURAL PANELS 1. ALL WOOD STRUCTURAL PANELS SHALL BE APA TRADEMARKED STRUCTURAL -USE PANELS QUALIFIED AND MANUFACTURED IN ACCORDANCE WITH APA PRP -108 (PERFORMANCE STANDARDS AND QUALIFICATION POLICY FOR STRUCTURAL -USE PANELS) AND U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS PS 1 -09 (STRUCTURAL PLYWOOD) AND PS 2 -04 (PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS) AND SHALL BE IDENTIFIED BY THE MARK OF AN APPROVED TESTING AND GRADING AGENCY. LOCATION THICK. CONSTRUCTION BOND CLASS. PANEL GRADE SPAN RATING ROOF 1 2' PLYWOOD EXP. I FLOOR 19,042n PLYWOOD EXP. I STURD -I -FLOOR 16 oc SHEAR WALLS 12" PLYWOOD EXP. I STRUCTURAL I SHEATHING 3116 SHEATHING 3Vs 2. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY THE USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING FOR ROOF PANELS. 3. ALL FLOOR PANELS SHALL BE TONGUE & GROOVE. FIELD -GLUE USING ADHESIVES MEETING APA SPECIFICATIONS AFG -01, APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. INSTALL ALL PANELS AT FLOOR AND ROOF WITH THE LONG DIMENSIONS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. 5. ALL NAILS FOR PANEL ATTACHMENT SHALL NOT BE OVERDRIVEN. 6. PROVIDE BLOCKING AT UNSUPPORTED PANEL EDGES AS FOLLOWS: ROOFS AND FLOORS - WHERE INDICATED ON PLAN WALLS - FULLY BLOCKED 7. WHERE EITHER 2" OR 2 1/2" FASTENER SPACINGS ARE USED FOR WOOD STRUCTURAL PANELS USED AT ROOF OR FLOOR, THE FRAMING MEMBER AT THE ADJOINING PANEL SHALL BE 3" NOMINAL WIDTH AND THE NAILS AT PANEL EDGES SHALL BE STAGGERED IN TWO LINES. 8. NAILS AT ABUTTING PANEL EDGES MUST PENETRATE THE SAME PIECE OF FRAMING OR BLOCKING. 9. AT WOOD PANEL SHEAR WALLS OR DRAG STRUTS, THE PANEL MUST BE NAILED TO TOP PLATES, MEMBERS, BLOCKING, ETC. AS FOLLOWS: EXTERIOR WALLS/ DIAPHRAGM EDGES: lx BOUNDARY NAILING INTERIOR WALL LINES: 2x BOUNDARY NAILING PRE - ENGINEERED WOOD JOISTS 1. WHERE A SPECIFIC JOIST SIZE, GRADE, OR MANUFACTURE IS SPECIFIED ON THE CONTRACT DRAWINGS, PROVIDE THE SPECIFIED JOIST TYPE, OR BETTER. 2. PREFABRICATED WOOD I- JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE - ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. 3. WOOD JOIST SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE LOADS INDICATED.PROVIDE SUBMITTAL DATA SHOWING CONFORMANCE WITH THE DESIGN LOADS, OR PROVIDE CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. 4. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE - ENGINEERED WOOD JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS, HORIZONTAL DEFLECTION, VERTICAL DEFLECTION AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER. 5. WOOD I- JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS. 6. WOOD I- JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES. 7. WOOD I- JOISTS SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I- JOIST. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THE INTERNATIONAL BUILDING CODE. 8. WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559. 9. WOOD I- JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH. 10. WOOD I -JOIST SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DISTORTION. EACH JOIST SHALL BE ANCHORED AND BRACED AS IT IS ERECTED USING BLOCKING PANELS AND ANCHORAGE INDICATED AND PER THE SUPPLIER'S REQUIREMENTS. ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED. 11. ALL ROOF JOISTS SHALL BE POSITIONED WITH THE NATURAL CAMBER TURNED UP. TIMBER FRAMING 1. ALL STRUCTURAL LUMBER DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS- 2001). 2. LOCATION, NUMBER, AND DIMENSIONS OF FRAMING MEMBERS SHOW GENERAL ARRANGEMENT ONLY. ACTUAL SPANS, SPACINGS, ETC. SHALL BE DETERMINED FROM ARCHITECTURAL DETAILS. 3. SEE ARCHITECTURAL PLANS AND DETAILS FOR EDGE SECTIONS, HEADER AND LINTEL LOCATIONS, AND ALL NON - STRUCTURAL FRAMING AND TRIM. 4. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE "SCHEDULE OF REQUIRED STRESS VALUES ". 5. ALL STUD AND WALL FRAMING SHALL BE NO. 2 GRADE SOUTHERN YELLOW PINE (SYP). "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE. 6. ALL JOIST, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN YELLOW PINE. PROVIDE FULL -DEPTH BLOCKING AT ENDS. PROVIDE FULL -DEPTH (OR METAL) BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8' -0" O/C IN BETWEEN. 7. ALL LUMBER EXPOSED TO EXTERIOR ENVIRONMENT OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED TO A MINIMUM RETENTION OF 0.25 lbs. OF ACQ PER CUBIC FOOT OF WOOD, AND EACH PIECE SHALL BEAR THE THIRD PARTY QUALITY MARK, " ABOVE GRADE USE ". ALL LUMBER IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED TO A MINIMUM RETENTION OF 0.40 lbs. OF ACQ PER CUBIC FOOT OF WOOD, AND EACH PIECE SHALL BEAR THE THIRD PARTY QUALITY MARK, "GROUND CONTACT USE ". REFERENCE STANDARD AWPA C2 AND ASTM D1760 FOR PRESSURE TREATMENT OF TIMBER PRODUCTS. 8. WHERE POSSIBLE ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON -SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPS STD. M4). 9. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE OF 2" NOMINAL LOAD BEARING FRAMING SHALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSIONS. 10. ALL WOOD JOISTS AND HEADERS WHICH FRAME INTO BEAMS SHALL BE SUPPORTED BY SIMPSON LUS HANGERS WITH THE SAME WIDTH AND DEPTH OF THE MEMBER, U.N.O. USE HANGERS WITH CONCEALED FLANGES WHERE THE CONNECTOR CANNOT BE HIDDEN BY WOOD TRIM OR THE SUPPORT MEMBER IS WIDER THAN THE STANDARD FLANGE. 11. PROVIDE NAILING PATTERN IN COMPLIANCE WITH IBC RECOMMENDED FASTENING SCHEDULE. 12. LOAD BEARING STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT MID - HEIGHT AND UNSUPPORTED PLYWOOD WALL SHEATHING JOINTS WITH SOLID WOOD BLOCKING, U.N.O. 13. NO CUTS, HOLES, OR COPES IN STRUCTURAL WOOD FRAMING SHALL BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER AND ARCHITECT. 14. PROVIDE FULL -DEPTH BLOCKING AT ENDS OF RAFTERS AND JOISTS. PROVIDE FULL -DEPTH (OR METAL) BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8' -0" O.C. IN BETWEEN. 15. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A 36 SPECIFICATIONS AND BE 1/1" THICK UNLESS OTHERWISE INDICATED. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A 307 AND BE 3/4" DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. 16. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUG TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 17. HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF IBC, SECTION 23. 18. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. 19. ADEQUATE BRACING SHALL BE PROVIDED UNTIL PERMANENT BRACING AND /OR DIAPHRAGMS ARE INSTALLED. 20. OVERLAP ALL TOP PLATES AT CORNERS. 21. JOINTS IN THE DOUBLE TOP PLATES OF WALLS SHALL BE OFFSET A MINIMUM LAP LENGTH OF 4' -0" & NAILED WITH NOT LESS THAN (15) 16d FACE NAILS ON EACH SIDE OF THE JOINT. 22. ALL BEAMS SHALL HAVE LATERAL SUPPORT AT THE COMPRESSION EDGE AT A MAXIMUM OF 24" O.C. AND AT BEARING POINTS, WITH A MINIMUM BEARING LENGTH OF 3 1/2 ". 23. PROVIDE DOUBLE JOISTS OR SOLID BLOCKING AT 24" O.C. UNDER ALL PARTITIONS AND TO SUPPORT CONCENTRATED LOADS FROM FRAMING ABOVE, UNLESS NOTED OTHERWISE. 24. PROVIDE DOUBLE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN PLYWOOD DECK UNLESS OTHERWISE INDICATED. 25. PROVIDE DOUBLE LAYER PLYWOOD UNDER ALL CERAMIC OR STONE TILE FLOORS. 26. PROVIDE HEADERS, BRIDGING, CONNECTORS, BLOCKING, TRIMMERS, ETC. AS REQUIRED AND RECOMMENDED BY AITC TIMBER CONSTRUCTION STANDARDS AND IBC 2006 U.N.O. 27. WOOD FRAMING MATERIALS: A. ALL DIMENSIONAL LUMBER SHALL BE #2 SYP KD OR BETTER AND PROVIDE NOT LESS THAN THE FOLLOWING ALLOWABLE STRESSES: Fb = 1,250 PSI Ft = 725 PSI E = 1,600,000 PSI Fc = 1,500 PSI Fcp = 565 PSI B. PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY "TRUSS JOIST MACMILLIAN CORP. ", OR APPROVED EQUAL. DO NOT CUT OR NOTCH MICRO -LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. PRE - ENGINEERED MEMBERS SHALL HAVE THE FOLLOWING PROPERTIES: LVL Fb = 2925 psi Fv = 285 psi E = 2.0 mpsi Fc = 750 psi PSL Fb = 3000 psi Fv = 300 psi E = 2.0 mpsi Fc = 750 psi It v D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMI NSKY BEACH HOUSE Myron $ Frances Kaminsky 1 0th Place Tybee Island, Georgia 31328 STRUCTURAL NOTES PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I I /06/20 12 MCT 5001 © 20 12 NEIL DAWSON, ARCHITECT, PC 1 14 -15 17 '19 60' -4" LINE OF 2X6 STUD HOLDOWN, SEE LATERAL DETAILS LINE OF 2X6 STUD WALL ABOVE 1 T RNQO N FOUNDATIO @I ED E OF ENTR ST4O" SLOPED IDEWAL - COORD. RASES / ICI IL) i HOLDOWN, SEE LATERAL DETAILS WALL ABOVE 23' -6" 22' -2" 24' -0" 12' -l0" COORDINATE CONNECTION TO SIDEWALK W/ CIVIL DWGS, TYP 1 11-6" - ( I " SLOPE @ DOOR /I"SLOPE@/DooR LINE OF TURN -DOWN - I 1 1 � FOOTING BELOW, TYP. -(- _ � � -- -1 A15 L - - -J 3' -4" EDGE OF 1° D6 I. � ( °� 5002 THICKENED SLAB 5002 - v 5002 COORDINATE CONNECTION TO 4" CONCRETE SLAB ON GRADE (3000 1 o 1 H LATERAL ,SEE DRIVEWAY W/ CIVIL DWGS, TYP PSI) W/ 6X6 -W. I .4 X W ! .4 W.W.F. l � '77-7-- �. LATERAL � ETAI LS OVER VAPOR BABBLER OVER #57 CONTRACTOR TO l -�•� -'• 4" CONCRETE SLAB ON GRADE CRUSHED STONE BASE OVER #57 COORD: PLUMBING `\�6" CMU STEM (RITAINING) WALL BELOW v. (3000 PS!) W/ 6X6 -W 1 .4 X WI .4 TUShE DS OMPACTED SUBGRADE IN SLAB W/ FLOOR EDGE OF SLAB W.W.F. OVER VAPOR BARRIER PLAN LAYOUT, TYP. 2' -4' ° I_ LINE OF FOOTINe BELOW, TYP. OVER #57 CRUSHED STONE SLAB (AT -�, BASE AND TERMITE T.O. T.0. S ENTRY) WOOD FRAME 5 EPS ABOVE TREATED,COMPACTED SUBGRADE 13.0' .M.S.L. ' 6" CMU STEM (RETAINU G) WALL BELOW N \ 1 3'=4" EDGE OF SLAB D10 D15 ' ( 1 S002 TYP. LINE OF FOOTING S002 I' -4" S002 6'_ I " I 2'f 0" i' -4" 5002 / / LINE OF FOOTING BELOW, TYP. / /bELOWTYP. 'E �- ` - -- - - -J / , ` r "X 16 "CMUPIER,TYP. I- - t - e- ( C.J. C.J. 1 - i r i I� 4„ S002 1 I ' 4" I 11-5" �o- 3'�" 5 I ' 4 "- J 10' -8" 10' -8" L -I ' "- r fi j J �/ /� / f T.O. SLAB (AT "' 6" CMU STEM (RETAI ING) STORAGE) =IN WALL BELOW T.O. GARAGE SLAB I i .0' A.M.S.L. CONTRACTOR TO CORD. I I.0' A.M.S.L. THICKENED SLAB DRAIN IN SLAB W/ FL FOR BELOW T.O. SLAB PLAN LAYOUT, TYP. 1 .875' A.M.S.L. O v O THICKENED SLAB N g o N g o N BELOW = pa � � � iii �; - o- A10 -� - - -� HOLD WN, SEE r- - -� - - -� S002 - I THICKENED SLAB LATERA_ DETAILS I BELOW ( 1 J • i i It 11' -5" 1 L I I -4 "�J 8' -1 23' -6" 10' -8" LINE OF CMU PIER -` FOOTING BELOW, TYP. HOLDOWN, SEE LATERAL DETAILS SIMPSON COLUMN BASE (CB66I1DG) FOR P.T. 6X6 COLUMN SONOTUBE (INSTALL PER MANUFACTURER RECOMMENDATIONS) 4,000 P51 HYDRAULIC CONCRETE 16" X 16" CMU PIER, TYP. A R C H I T E C T S THICKENED SLAB BELOW 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m P.T. 6X6 POST SET IN 1 2"X48" 0 SONOTUBE W/ CONC. FILL, TYP. (SEE DETAIL M 15 / 5001) 12' -10" SONO -TUBE DETAIL N.T.S. 4" CONCRETE SLAB ON GRADE (3000 P5I) WI 6X6 -W I.4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE @ STAIR #5 DOWEL @ 32" O.C. 36" #5 CONT. WOOD FRAMED STEPS . 4" CONCRETE SLAB ON GRADE (3000 P51) W/ 6X6-W1 .4 X WI .4 W.W.F. OVER VAPOR BARRIER OVER #57 CRUSHED STONE BASE AND TERMITE TREATED,COMPACTED SUBGRADE LEGEND 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES I 0 MIL VAPOR BARRIER: HOLDOWN, SEE LATERAL DETAILS PROPOSED CMU WALL / PIE CONTROL JOINT, SEE DETAIL E J EXPANSION JOINT (LOCATE ' PER PLANS $ PER FOUNDATION DETAILS) COMPACTED SUBGRADE, SEE L. STRUCTURAL NOTES L- BLOCK, ALL CELLS GROUT SOLID - TYP. - #5 VERT. @ 32" O.C. - IN GROUTED FILLED CELLS. G" CMU STEMWALL, ALL CELLS - GROUT SOLID - TYP. (3) #5 CONT. W/ #5 @ 16" TRANSV. T.O. ARAGE SLAB I !I .0' A.M.S.L. L J 1 11-6" 24' -0" I2' -!0" 4" CONCRETE SLAB ON GRADE (3000 P51) WI 6X6 -W 1 .4 X W I .4 W.W.F. W/ THICKENED SLAB EDGE KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky 10th Place Tybee Island, Georgia 31328 60' -4" 10' -8" IP.T. 6X6 POST SET IN 12 "X48" 0 SONOTUBE W/ CONC. FILL, TYP. (SEE DETAIL M 15 / 5001) TERMITE TREATED, -- COMPACTED SUBGRADE, SEE STRUCTURAL NOTES _3" MIN: 2' -4" #5 CONT. TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6-W1 .4 X WI .4 W.W.F. WI THICKENED SLAB EDGE T.O. SLAB (@ RAISED ENTRY) 1 3.0' A.M.S.L. FOUNDATION PLAN A- 1/4" = 11-0" CONCRETE STAIR DETAIL I" = I' -0" 2X6 STUD WALL AT I G" 0.C., TYP. #5 VERT. @ 32" O.C. IN GROUTED FILLED CELLS. LAP VERTICAL BARS 30" MIN. ANCHOR BOLT, SEE STRUCTURAL DETAILS #4 CONT. TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) WI 6X6-W1 .4 X WI .4 W.W.F. 2X6 STUDWALL @ 16" O.C. W/ THERMAL INSULATION L- BLOCK, ALL CELLS GROUT SOLID - TYP. #4 CONT. TYP. 2X6 STUDWALL @ 16" O.C. W/ THERMAL INSULATION T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6-W1 .4 X WI .4 W.W.F. ANCHOR BOLT, SEE STRUCTURAL DETAILS T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. CONT. CONCRETE TURN -DOWN FOOTING 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W 1.4 X WI .4 W.W.F. #5 CONT. TYP. I 0 MIL VAPOR BARRIER 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 1 GX 16 CMU PIER, ALL CELLS GROUT SOLID - TYP. FIN. GRADE (SLOPE AWAY) (4) #6 VERT. LADDER TYPE JOINT REINFORCEMENT @ 16" O.C. 1/2" BITUMINOUS EXPANSION FILLER T.O. GARAGE SLAB 11.0' A.M.S.L. 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 4" MIN. OF #57 CRUSHED STONE LJ BASE, SEE STRUCTURAL -NOTES ' I 0 MIL VAPOR BARRIER I 0 MIL VAPOR BARRIER- - COMPACTED SUBGRADE,,-- SEE STRUCT. NOTES COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 1/2" BITUMINOUS EXPANSION FILLER - #5 CONT. TYP. - #5 VERT. @ 32" O.C. - IN GROUTED FILLED CELLS. (5) #5 EA. WAY @ BOTTOM CONC. PIER FOOTING TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 3 "_ MIN. 1 AND MD 1049 10 INCHES LONG 'ITH A 3X3 INCH NO REQUIRED NUT OF CORNER ly l l51�u ECT. a03" 5/8 INCH V UHEN OCATED 10 TO PEN I ETIA HEGUIt EIENTS 11INIMUMi FOOTING 20 INCHES WIDE BY 2�t INCHES THICK WITH 2 O5 REr AF. BOTTOM of FOOTING MUST BE A MINIM LE t OF 24 INCHES BELOW' FINAL GRADE. CONT. CONCRETE WALL FOOTING (3) #5 CONT. W/ #5 @ 16" TRANSV. #5 DOWEL @ 32" O.C. 6" CMU STEMWALL, ALL CELLS GROUT SOLID - TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W I .4 X WI .4 W.W.E. WI THICKENED SLAB EDGE T.O. GARAGE SLAB 1 I .0' A.M.S.L. TYPICAL INTERIOR CMU PIER DETAIL WiTER O P ?..4 R260E20142 TERMITE TREATED, --! COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 2' -4" MIN 4" MIN. OF #57 CRUSHED STONE J BASE, SEE STRUCTURAL NOTES 10 MIL VAPOR BARRIER COMPACTED SUBGRADE, SEE STRUCTURAL - -..R .. NOTES 1 1/2" BITUMINOUS EXPANSION IL Lr CONT. CONCRETE - WALL FOOTING , ' . Lr (3) #5 CONT. W/ #5 .---___,____' 'TERMITE TREATED i'� COMPACTED SEE STRUCTURAL NOTES .' D15 M▪ INIMUM FOOTING 3q TT 20 11101IES SoTToi OF FOOTING MUST BE A ▪ 1MLIM 30 INCHES BELOW GRADE_ TYPICAL EXTERIOR 8" CMU WALL DETAIL I" = 1' -0" 6" CMU STEM (RETAINING) WALL DETAIL 1 " = 1' -0" 1/2" BITUMINOUS EXPANSION FILLER CONT. CONCRETE WALL FOOTING CONT. TYP. - 2" O.C. - CELLS. #5 DOWEL @ 32" O.C. 116" 4" CONCRETE SLAB ON GRADE (3000 P51) WI 6X6-W1 .4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 6" CMU STEMWALL, ALL CELLS GROUT SOLID - TYP. THICKENED CONC. SLAB FOUNDATION PLAN Et DETAILS T.O. GA 311 - 311 ■CTED SUBGRADE, RUCTURAL NOTES /.MIN. 2 -4. MIN I �� PRESSED SLAB DETAIL (AT SHOWER ROOM) 24" #4 @ 12" O.C. 0 10 MIL VAPOR BARRIER \ COMPACTED SUBGRADE, SEE STRUCTURAL NOTES I " = I' -a' 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W I .4 X W 1.4 W.W.F. I 0 MIL VAPOR BARRIER ENTRY) BAR @ 24" O.C. NOTE: ELEVATOR SHAFT WALLS_ BALLOON FRAMED, S 2 - - r WALL @ 16" O.C. 1 ANCHOR BOLT, SEE STRUCTURAL DETAILS BEYOND - 16X 16 CMU PER ALL CELLS GROUT SOLID - TYP. \� 4" CONCRETE SLAB ON GRADE (3000 P5!) W/ 6X6 -W I.4 X WI .4 W.W.F. I 0 MIL VAPOR BARRIER EDGE OF THICKENED SLAB #5 CONT. T.O. GARAGE SLAB 1 1.0' A.M.S.L. J, BEYOND - 1al 6 CMU PIER, ALL CELLS GROUT SOLID - TYP. 4" CONCRETE SLAB ON GRADE (3000 P5I) W/ 6X6 -W 1.4 X WI .4 W.W.F. W/ THICKENED SLAB T.O. GARAGE SLAB I I .0' A.M.S.L. PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH SLOPE DRIVE WAY (SLOPE AWAY) CENED CONCRETE FOOTING TOR PIT 1 FIN. _GRADE (SLOPE AWAY) (@ ELEVATOR PIT) 12' -0" A.M.S.L. #4 @8" O.C. EA. WAY INTERIOR LOA SECT. 8602.4 INTER ;EARING WILLS SHALL FRAMED AN!) F4RECLOC A 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY Ci WALL OA D CONSTRUCTED, c � SPRCIFIED 1 2048.00 1 1/09/20 12 JJM / RW ND OF #57 CR$HED STONE SEE STRUC URAL NOTES 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES BEYOND - CONC. PIER FOOTING =!� ee17PACTED SUBGRADE, - SEE STRUCTURAL NOTES 4" MIN. OF #57 - CRUSHED STONE BASE, SEE STRUCTURAL NOTES 1' -8" 10 MIL VAPOR BARRIER COMPACTED SUBGRADE, SEE "= STRUCTURAL NOTES BEYOND,- CONC. PIER FOOTING ELEVATOR PIT THICKENED SLAB DETAIL 5 `- I 6 1" = I' -o" TYPICAL THICKENED SLAB EDGE DETA 1 ° = 1' -a' THICKENED SLAB EDGE DETAIL (AT GARAGE DOOR) 15. 16 17 18 I" = 1' -0" 20 OO 20I 2 NEIL DAWSON, ARCt -UT RAISEP AND TERMITE ez co oz ---"\_, r - ( I " SLOPE @ DOOR /I"SLOPE@/DooR LINE OF TURN -DOWN - I 1 1 � FOOTING BELOW, TYP. -(- _ � � -- -1 A15 L - - -J 3' -4" EDGE OF 1° D6 I. � ( °� 5002 THICKENED SLAB 5002 - v 5002 COORDINATE CONNECTION TO 4" CONCRETE SLAB ON GRADE (3000 1 o 1 H LATERAL ,SEE DRIVEWAY W/ CIVIL DWGS, TYP PSI) W/ 6X6 -W. I .4 X W ! .4 W.W.F. l � '77-7-- �. LATERAL � ETAI LS OVER VAPOR BABBLER OVER #57 CONTRACTOR TO l -�•� -'• 4" CONCRETE SLAB ON GRADE CRUSHED STONE BASE OVER #57 COORD: PLUMBING `\�6" CMU STEM (RITAINING) WALL BELOW v. (3000 PS!) W/ 6X6 -W 1 .4 X WI .4 TUShE DS OMPACTED SUBGRADE IN SLAB W/ FLOOR EDGE OF SLAB W.W.F. OVER VAPOR BARRIER PLAN LAYOUT, TYP. 2' -4' ° I_ LINE OF FOOTINe BELOW, TYP. OVER #57 CRUSHED STONE SLAB (AT -�, BASE AND TERMITE T.O. T.0. S ENTRY) WOOD FRAME 5 EPS ABOVE TREATED,COMPACTED SUBGRADE 13.0' .M.S.L. ' 6" CMU STEM (RETAINU G) WALL BELOW N \ 1 3'=4" EDGE OF SLAB D10 D15 ' ( 1 S002 TYP. LINE OF FOOTING S002 I' -4" S002 6'_ I " I 2'f 0" i' -4" 5002 / / LINE OF FOOTING BELOW, TYP. / /bELOWTYP. 'E �- ` - -- - - -J / , ` r "X 16 "CMUPIER,TYP. I- - t - e- ( C.J. C.J. 1 - i r i I� 4„ S002 1 I ' 4" I 11-5" �o- 3'�" 5 I ' 4 "- J 10' -8" 10' -8" L -I ' "- r fi j J �/ /� / f T.O. SLAB (AT "' 6" CMU STEM (RETAI ING) STORAGE) =IN WALL BELOW T.O. GARAGE SLAB I i .0' A.M.S.L. CONTRACTOR TO CORD. I I.0' A.M.S.L. THICKENED SLAB DRAIN IN SLAB W/ FL FOR BELOW T.O. SLAB PLAN LAYOUT, TYP. 1 .875' A.M.S.L. O v O THICKENED SLAB N g o N g o N BELOW = pa � � � iii �; - o- A10 -� - - -� HOLD WN, SEE r- - -� - - -� S002 - I THICKENED SLAB LATERA_ DETAILS I BELOW ( 1 J • i i It 11' -5" 1 L I I -4 "�J 8' -1 23' -6" 10' -8" LINE OF CMU PIER -` FOOTING BELOW, TYP. HOLDOWN, SEE LATERAL DETAILS SIMPSON COLUMN BASE (CB66I1DG) FOR P.T. 6X6 COLUMN SONOTUBE (INSTALL PER MANUFACTURER RECOMMENDATIONS) 4,000 P51 HYDRAULIC CONCRETE 16" X 16" CMU PIER, TYP. A R C H I T E C T S THICKENED SLAB BELOW 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m P.T. 6X6 POST SET IN 1 2"X48" 0 SONOTUBE W/ CONC. FILL, TYP. (SEE DETAIL M 15 / 5001) 12' -10" SONO -TUBE DETAIL N.T.S. 4" CONCRETE SLAB ON GRADE (3000 P5I) WI 6X6 -W I.4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE @ STAIR #5 DOWEL @ 32" O.C. 36" #5 CONT. WOOD FRAMED STEPS . 4" CONCRETE SLAB ON GRADE (3000 P51) W/ 6X6-W1 .4 X WI .4 W.W.F. OVER VAPOR BARRIER OVER #57 CRUSHED STONE BASE AND TERMITE TREATED,COMPACTED SUBGRADE LEGEND 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES I 0 MIL VAPOR BARRIER: HOLDOWN, SEE LATERAL DETAILS PROPOSED CMU WALL / PIE CONTROL JOINT, SEE DETAIL E J EXPANSION JOINT (LOCATE ' PER PLANS $ PER FOUNDATION DETAILS) COMPACTED SUBGRADE, SEE L. STRUCTURAL NOTES L- BLOCK, ALL CELLS GROUT SOLID - TYP. - #5 VERT. @ 32" O.C. - IN GROUTED FILLED CELLS. G" CMU STEMWALL, ALL CELLS - GROUT SOLID - TYP. (3) #5 CONT. W/ #5 @ 16" TRANSV. T.O. ARAGE SLAB I !I .0' A.M.S.L. L J 1 11-6" 24' -0" I2' -!0" 4" CONCRETE SLAB ON GRADE (3000 P51) WI 6X6 -W 1 .4 X W I .4 W.W.F. W/ THICKENED SLAB EDGE KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky 10th Place Tybee Island, Georgia 31328 60' -4" 10' -8" IP.T. 6X6 POST SET IN 12 "X48" 0 SONOTUBE W/ CONC. FILL, TYP. (SEE DETAIL M 15 / 5001) TERMITE TREATED, -- COMPACTED SUBGRADE, SEE STRUCTURAL NOTES _3" MIN: 2' -4" #5 CONT. TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6-W1 .4 X WI .4 W.W.F. WI THICKENED SLAB EDGE T.O. SLAB (@ RAISED ENTRY) 1 3.0' A.M.S.L. FOUNDATION PLAN A- 1/4" = 11-0" CONCRETE STAIR DETAIL I" = I' -0" 2X6 STUD WALL AT I G" 0.C., TYP. #5 VERT. @ 32" O.C. IN GROUTED FILLED CELLS. LAP VERTICAL BARS 30" MIN. ANCHOR BOLT, SEE STRUCTURAL DETAILS #4 CONT. TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) WI 6X6-W1 .4 X WI .4 W.W.F. 2X6 STUDWALL @ 16" O.C. W/ THERMAL INSULATION L- BLOCK, ALL CELLS GROUT SOLID - TYP. #4 CONT. TYP. 2X6 STUDWALL @ 16" O.C. W/ THERMAL INSULATION T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6-W1 .4 X WI .4 W.W.F. ANCHOR BOLT, SEE STRUCTURAL DETAILS T.O. SLAB (@ RAISED ENTRY) 13.0' A.M.S.L. CONT. CONCRETE TURN -DOWN FOOTING 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W 1.4 X WI .4 W.W.F. #5 CONT. TYP. I 0 MIL VAPOR BARRIER 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 1 GX 16 CMU PIER, ALL CELLS GROUT SOLID - TYP. FIN. GRADE (SLOPE AWAY) (4) #6 VERT. LADDER TYPE JOINT REINFORCEMENT @ 16" O.C. 1/2" BITUMINOUS EXPANSION FILLER T.O. GARAGE SLAB 11.0' A.M.S.L. 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 4" MIN. OF #57 CRUSHED STONE LJ BASE, SEE STRUCTURAL -NOTES ' I 0 MIL VAPOR BARRIER I 0 MIL VAPOR BARRIER- - COMPACTED SUBGRADE,,-- SEE STRUCT. NOTES COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 1/2" BITUMINOUS EXPANSION FILLER - #5 CONT. TYP. - #5 VERT. @ 32" O.C. - IN GROUTED FILLED CELLS. (5) #5 EA. WAY @ BOTTOM CONC. PIER FOOTING TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 3 "_ MIN. 1 AND MD 1049 10 INCHES LONG 'ITH A 3X3 INCH NO REQUIRED NUT OF CORNER ly l l51�u ECT. a03" 5/8 INCH V UHEN OCATED 10 TO PEN I ETIA HEGUIt EIENTS 11INIMUMi FOOTING 20 INCHES WIDE BY 2�t INCHES THICK WITH 2 O5 REr AF. BOTTOM of FOOTING MUST BE A MINIM LE t OF 24 INCHES BELOW' FINAL GRADE. CONT. CONCRETE WALL FOOTING (3) #5 CONT. W/ #5 @ 16" TRANSV. #5 DOWEL @ 32" O.C. 6" CMU STEMWALL, ALL CELLS GROUT SOLID - TYP. 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W I .4 X WI .4 W.W.E. WI THICKENED SLAB EDGE T.O. GARAGE SLAB 1 I .0' A.M.S.L. TYPICAL INTERIOR CMU PIER DETAIL WiTER O P ?..4 R260E20142 TERMITE TREATED, --! COMPACTED SUBGRADE, SEE STRUCTURAL NOTES 2' -4" MIN 4" MIN. OF #57 CRUSHED STONE J BASE, SEE STRUCTURAL NOTES 10 MIL VAPOR BARRIER COMPACTED SUBGRADE, SEE STRUCTURAL - -..R .. NOTES 1 1/2" BITUMINOUS EXPANSION IL Lr CONT. CONCRETE - WALL FOOTING , ' . Lr (3) #5 CONT. W/ #5 .---___,____' 'TERMITE TREATED i'� COMPACTED SEE STRUCTURAL NOTES .' D15 M▪ INIMUM FOOTING 3q TT 20 11101IES SoTToi OF FOOTING MUST BE A ▪ 1MLIM 30 INCHES BELOW GRADE_ TYPICAL EXTERIOR 8" CMU WALL DETAIL I" = 1' -0" 6" CMU STEM (RETAINING) WALL DETAIL 1 " = 1' -0" 1/2" BITUMINOUS EXPANSION FILLER CONT. CONCRETE WALL FOOTING CONT. TYP. - 2" O.C. - CELLS. #5 DOWEL @ 32" O.C. 116" 4" CONCRETE SLAB ON GRADE (3000 P51) WI 6X6-W1 .4 X WI .4 W.W.F. W/ THICKENED SLAB EDGE 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES 6" CMU STEMWALL, ALL CELLS GROUT SOLID - TYP. THICKENED CONC. SLAB FOUNDATION PLAN Et DETAILS T.O. GA 311 - 311 ■CTED SUBGRADE, RUCTURAL NOTES /.MIN. 2 -4. MIN I �� PRESSED SLAB DETAIL (AT SHOWER ROOM) 24" #4 @ 12" O.C. 0 10 MIL VAPOR BARRIER \ COMPACTED SUBGRADE, SEE STRUCTURAL NOTES I " = I' -a' 4" CONCRETE SLAB ON GRADE (3000 PSI) W/ 6X6 -W I .4 X W 1.4 W.W.F. I 0 MIL VAPOR BARRIER ENTRY) BAR @ 24" O.C. NOTE: ELEVATOR SHAFT WALLS_ BALLOON FRAMED, S 2 - - r WALL @ 16" O.C. 1 ANCHOR BOLT, SEE STRUCTURAL DETAILS BEYOND - 16X 16 CMU PER ALL CELLS GROUT SOLID - TYP. \� 4" CONCRETE SLAB ON GRADE (3000 P5!) W/ 6X6 -W I.4 X WI .4 W.W.F. I 0 MIL VAPOR BARRIER EDGE OF THICKENED SLAB #5 CONT. T.O. GARAGE SLAB 1 1.0' A.M.S.L. J, BEYOND - 1al 6 CMU PIER, ALL CELLS GROUT SOLID - TYP. 4" CONCRETE SLAB ON GRADE (3000 P5I) W/ 6X6 -W 1.4 X WI .4 W.W.F. W/ THICKENED SLAB T.O. GARAGE SLAB I I .0' A.M.S.L. PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH SLOPE DRIVE WAY (SLOPE AWAY) CENED CONCRETE FOOTING TOR PIT 1 FIN. _GRADE (SLOPE AWAY) (@ ELEVATOR PIT) 12' -0" A.M.S.L. #4 @8" O.C. EA. WAY INTERIOR LOA SECT. 8602.4 INTER ;EARING WILLS SHALL FRAMED AN!) F4RECLOC A 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY Ci WALL OA D CONSTRUCTED, c � SPRCIFIED 1 2048.00 1 1/09/20 12 JJM / RW ND OF #57 CR$HED STONE SEE STRUC URAL NOTES 4" MIN. OF #57 CRUSHED STONE BASE, SEE STRUCTURAL NOTES TERMITE TREATED, COMPACTED SUBGRADE, SEE STRUCTURAL NOTES BEYOND - CONC. PIER FOOTING =!� ee17PACTED SUBGRADE, - SEE STRUCTURAL NOTES 4" MIN. OF #57 - CRUSHED STONE BASE, SEE STRUCTURAL NOTES 1' -8" 10 MIL VAPOR BARRIER COMPACTED SUBGRADE, SEE "= STRUCTURAL NOTES BEYOND,- CONC. PIER FOOTING ELEVATOR PIT THICKENED SLAB DETAIL 5 `- I 6 1" = I' -o" TYPICAL THICKENED SLAB EDGE DETA 1 ° = 1' -a' THICKENED SLAB EDGE DETAIL (AT GARAGE DOOR) 15. 16 17 18 I" = 1' -0" 20 OO 20I 2 NEIL DAWSON, ARCt -UT 12 14 6, 17. - 1 20 -- 30# FELT MOISTURE BARRIER OVER I /2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS 2X6 BALLOON FRAME ELEVATOR SHAFT WALLS (STUDS @ 16' O.C.) 2X8 FLR. JOIST @ 16" O.C. (AT ELEVATOR SHAFT ONLY) 2X5 DBL. JOIST AT PARALLEL WALLS ABOVE (TYP.) TRIPLE 2X6 STUD POST UNDER BEAM @ EACH END 2X8 BLOCKING AT PERPENDICULAR WALLS ABOVE (TYP.) 2X8 RIM BD. (AT ELEVATOR SHAFT ONLY) NOTE: INTENTION I5 TO REDUCE FRAMING MEMBER SIZE @ FUTURE ELEVATOR SHAFT TO ALLOW FOR CLEAR OVERHEAD OF FUTURE ELEVATOR. (3) I -3/4" X 18" LVL BEAM PER OPEN WEB MFR. I -3/4" X 1 8" LVL RIM BOARD PER OPEN WEB MFR. BLOCKING PER OPEN WEB MFR. AT PERPENDICULAR WALLS ABOVE (TYP.), 7" EXPOSURE - HARDIE HORIZ. SIDING ( 1 L 1 1 o co 02 G12 S102 ro 2X8 RIM BD. J - (AT ELEVA sR SHAFT ONL z -- - x n.. O 5102 m C = i - 1 2) I- 314 "X18" (2) I- 314 "X18" r k PER LVL BEAM PER •PEN WEB MF`. OPEN WEB MFR. - 1 -34 "X 8 LVLRMBD. PER OPEN NEB MFR. 3- i2" X 18" PRE ENGINEERED ON WEB FLR. TRUSS @ 16" O.C. �- m � t- . HEADER BELOW, SEE - Q HEADER SCI- EDULE (IYP.) m — — — x m 3-1/2" X 15" PRE - ENGINEERED OPEN WEB FLR. TRUSS @ 6' O.C. e c 7 tf cf N I -3/4" X18" LVL RIM BOARD PER OPEN WEB MFR. 2X LEDGER BOARDS P.T. 2X BLOCKING (CUT TO MT) P.T. 2X6 SUB FASCIA CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X6 WATER TABLE (CUT TO FIT / SHAPE) 2X6 STUD WALL AT I G' O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2X6 WALLS) WALL FINISH AS SELECTED BY OWNER CONT. 2X6 BASE PLATE FINISHED FLOOR AS / S SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR (RIIjPE' /. -u PE AMT F00- NOTE: NOTCH TOP OF CEILING JOIST W/ PITCH OF ROOF RAFTER, TYP. (SEE SECTION) .T-2#1-0 F (T. JOI� .R. -J TS C (2) (RIPPED 1-2-8 AM T 00- (2) P.T. 2X 12 BEAM (RIPPED T.O. BEAM TO SLOPE PROVIDE P.T. 2X10 BLOCKING (CUT TO FIT) @ 4' -0" 0.C. BETWEEN @ FLR. JOIST , TYP. (TOP OF BLOCKING TO BE FLUSH WITH T.O. FLR. JOIST FRAMING) P.T. 4X4 PORCH POST COLUMN W/ SIMPSON STAP; EXTEND 4X4 POST ThRU FLR JOISTS, TYP. P.T. I X 4 TRIM BOARD P.T. I X 12 SKIRT BOARD OVER P.T. I X BLOCKING SIMPSON TIE -DOWN STRAP C520 @ EA. STUD, TYP. (SEE STRUCTURAL DETAILS) (4) I -3/4" X I I -1/4" MICROLLAM I.9E LVLS A R C H I T E C T S FLR. JOIST @ 16" 0.C. THERMAL INSULATION (R -19 MIN. @ FLOOR / ROOF) 5/8" TYPE X GYPSUM BD., TYP. @ GARAGE CLG. T.O. PLATE / B.O. FLR. FRAMING P.T. 2X6 TOP PLATES 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m (3) P.T. 2X 12 HEADER WI (2)1/2" PLYWOOD FLITCH P.T. 2X4 SOFFIT FRAMING 30# FELT MOISTURE BARRIER OVER 112 EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS P.T. BEADED PLYWOOD -' • PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH STUCCO VINYL CASING BEAD 2" BRICK MOULD TRIM (AT OPENING IN STUCCO) 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS P.T. 2X8 TRIM BD. (CUT TO FIT) P.T. SHIM SLOPE SLAB @ GARAGE DOOR T.O. GARAGE SLAB I 1.0' A.M.S.L. KAMI NSKY BEACH HOUSE Myron * Frances Kaminsky 1 Oth Place Tybee Island, Georgia 31328 2X 12 LEDGER BOARD (CUT TO FIT) NOTE: PROVIDE HVAC DUCT CHASE @ CENTER OF PRE - ENGINEERED OPEN WEB TRUSS. SUBMIT SHOP DRAWINGS FOR FINAL COORDINATION MECHANICAL LAYOUT. DBL. JOIST AT PARALLEL WALLS ABOVE (IYP.) 2X6 BALLOON FRAME ELEVATOR SHAFT WALLS (STUDS @ 16' O.C.) TRIPLE 2X6 STUD POST UNDER BEAM @ EACH END P.T. 4X8 ENTRY PORCH BEAMS BELOW P.T. 6X6 POST BELOW - NOTCHED FOR BEAM P.T. 2X6 SUB FASCIA P.T. 2X8 ROOF RAFTERS @ 16" O.C. P.T. 2X4 CEILING JOISTS @ 16" O.C. 2X LEDGER BOARDS 2X12 BLOCKING AT PERPENDICULAR WALLS ABOVE (TYP.) MASONRY HEADER BELOW, SEE HEADER SCHEDULE (TYP.) O THIRD FLOOR FRAMING PLAN (UPPER LEVEL) NOTE: STAIR HALL STUD WALL AT THI5 LOCATION STAGGERS FROM GROUND FLOOR STUD WALL TO MAIN FLOOR STUD WALL ABOVE (SEE DETAIL) 2X 12 FLR. BLOCKING AT STAGGERED STUD WALL LOCATIONS 2X12 RIM BOARD 1/4" = 1' -0" DETAIL ® BARN DOOR HEAD ft BOTTOM I" = I' -0" 2X12 RIM BOARD (4) 1 -3/4" X 11-1/4" MICROLLAM 1.9E (4) 1 -3/4" X I I -1/4" MICROLLAM 1.9E LVLS cz 11 Zo Ai u0510 c\I SI/ "lb" "Irliiiiiiirilligrimilrririlliii.1111111.1P. oz = _i A Si ( 1 L 1 1 o co 02 G12 S102 ro 2X8 RIM BD. J - (AT ELEVA sR SHAFT ONL z -- - x n.. O 5102 m C = i - 1 2) I- 314 "X18" (2) I- 314 "X18" r k PER LVL BEAM PER •PEN WEB MF`. OPEN WEB MFR. - 1 -34 "X 8 LVLRMBD. PER OPEN NEB MFR. 3- i2" X 18" PRE ENGINEERED ON WEB FLR. TRUSS @ 16" O.C. �- m � t- . HEADER BELOW, SEE - Q HEADER SCI- EDULE (IYP.) m — — — x m 3-1/2" X 15" PRE - ENGINEERED OPEN WEB FLR. TRUSS @ 6' O.C. e c 7 tf cf N I -3/4" X18" LVL RIM BOARD PER OPEN WEB MFR. 2X LEDGER BOARDS P.T. 2X BLOCKING (CUT TO MT) P.T. 2X6 SUB FASCIA CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 8" UP WALL SEALANT CONT. P.T. 2X6 WATER TABLE (CUT TO FIT / SHAPE) 2X6 STUD WALL AT I G' O.C., TYP. THERMAL INSULATION (R-I3 MIN. @ EXT. 2X6 WALLS) WALL FINISH AS SELECTED BY OWNER CONT. 2X6 BASE PLATE FINISHED FLOOR AS / S SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR (RIIjPE' /. -u PE AMT F00- NOTE: NOTCH TOP OF CEILING JOIST W/ PITCH OF ROOF RAFTER, TYP. (SEE SECTION) .T-2#1-0 F (T. JOI� .R. -J TS C (2) (RIPPED 1-2-8 AM T 00- (2) P.T. 2X 12 BEAM (RIPPED T.O. BEAM TO SLOPE PROVIDE P.T. 2X10 BLOCKING (CUT TO FIT) @ 4' -0" 0.C. BETWEEN @ FLR. JOIST , TYP. (TOP OF BLOCKING TO BE FLUSH WITH T.O. FLR. JOIST FRAMING) P.T. 4X4 PORCH POST COLUMN W/ SIMPSON STAP; EXTEND 4X4 POST ThRU FLR JOISTS, TYP. P.T. I X 4 TRIM BOARD P.T. I X 12 SKIRT BOARD OVER P.T. I X BLOCKING SIMPSON TIE -DOWN STRAP C520 @ EA. STUD, TYP. (SEE STRUCTURAL DETAILS) (4) I -3/4" X I I -1/4" MICROLLAM I.9E LVLS A R C H I T E C T S FLR. JOIST @ 16" 0.C. THERMAL INSULATION (R -19 MIN. @ FLOOR / ROOF) 5/8" TYPE X GYPSUM BD., TYP. @ GARAGE CLG. T.O. PLATE / B.O. FLR. FRAMING P.T. 2X6 TOP PLATES 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m (3) P.T. 2X 12 HEADER WI (2)1/2" PLYWOOD FLITCH P.T. 2X4 SOFFIT FRAMING 30# FELT MOISTURE BARRIER OVER 112 EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS P.T. BEADED PLYWOOD -' • PORTLAND CEMENT STUCCO OVER SELF FURRING METAL LATH STUCCO VINYL CASING BEAD 2" BRICK MOULD TRIM (AT OPENING IN STUCCO) 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS P.T. 2X8 TRIM BD. (CUT TO FIT) P.T. SHIM SLOPE SLAB @ GARAGE DOOR T.O. GARAGE SLAB I 1.0' A.M.S.L. KAMI NSKY BEACH HOUSE Myron * Frances Kaminsky 1 Oth Place Tybee Island, Georgia 31328 2X 12 LEDGER BOARD (CUT TO FIT) NOTE: PROVIDE HVAC DUCT CHASE @ CENTER OF PRE - ENGINEERED OPEN WEB TRUSS. SUBMIT SHOP DRAWINGS FOR FINAL COORDINATION MECHANICAL LAYOUT. DBL. JOIST AT PARALLEL WALLS ABOVE (IYP.) 2X6 BALLOON FRAME ELEVATOR SHAFT WALLS (STUDS @ 16' O.C.) TRIPLE 2X6 STUD POST UNDER BEAM @ EACH END P.T. 4X8 ENTRY PORCH BEAMS BELOW P.T. 6X6 POST BELOW - NOTCHED FOR BEAM P.T. 2X6 SUB FASCIA P.T. 2X8 ROOF RAFTERS @ 16" O.C. P.T. 2X4 CEILING JOISTS @ 16" O.C. 2X LEDGER BOARDS 2X12 BLOCKING AT PERPENDICULAR WALLS ABOVE (TYP.) MASONRY HEADER BELOW, SEE HEADER SCHEDULE (TYP.) O THIRD FLOOR FRAMING PLAN (UPPER LEVEL) NOTE: STAIR HALL STUD WALL AT THI5 LOCATION STAGGERS FROM GROUND FLOOR STUD WALL TO MAIN FLOOR STUD WALL ABOVE (SEE DETAIL) 2X 12 FLR. BLOCKING AT STAGGERED STUD WALL LOCATIONS 2X12 RIM BOARD 1/4" = 1' -0" DETAIL ® BARN DOOR HEAD ft BOTTOM I" = I' -0" 2X12 RIM BOARD (4) 1 -3/4" X 11-1/4" MICROLLAM 1.9E (4) 1 -3/4" X I I -1/4" MICROLLAM 1.9E LVLS W v= 1 Q H15 HEADER BELOW, SEE h =ADE Q S102 m 5101 SCHEDULE ((YP o N - e N Fri N - 2) 2X 12 BEA S102 = •, x °(2) 2X 12 BEAN cr idi 1 HEA I.) 2X 2 FLR. JOIST @ 6" O.C. -- •• - --C t14" M CROLLAM 1 9E LVLS . - - -- (4) 13/4" X 1 1 /4" MICROLLAM 1.9E VLS 1) 1 -3/4 X 1 -1/4" (4 I -3/4`X 1- /4" J M C'OLLAM 1.9E LVLS MICROLAM I .:E _VLS 2X 2 FLR. JOIST @ 6' 0.C. 0 CI)) b` O m m - m 0 0 0 (4) I -3" X 1 1- I CROLLAM 1.9E LVLS (4) 13/4" X 1 1- /4" MICROLLAM ' .9E VLS 2X 12 RIM BOA P.T. 2X 12 RIM BOARD (SLOPE TO MATCH BEAM - 1 /4" PER FOOT, SEE SECTION) NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) FLOOR FRAMING PLANS I (4) P.T. 2X 2 BiF (SLO'' E BEAM i / -" PE F00 i SEC ON) P.T 2X1 FLR. JOTS ' ." 0.41 (T. o. JO STS USh W/ T. � 1 PED :EAM) (4) PT. 2X 2 B. M (5L0 E BEAM I/ -" PE F00 , SE i SEC ON) STAIR FRAMING, SEE SECTION NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) o P.T 2X 1 FLR. JOTS" @ I'" O.C. "-' (T.O. JO STS USN W/ T. . SL PED BEAM x N (4) P.T. 2X 2 BEAM (SLO E BE M 1/ " PER FOOT, SEE SECT ON) 8X8 TIMBER COLUMN W/ SIMPSON COLUMN BASE; EXTEND 8X8 TIMBER COLUMN THRU FLR FRAMING, TYP. NOTE: ALIGN OUTSIDE EDGE OF COLUMN W/ OUTSIDE EDGE OF CMU PIER BELOW *CENTER OF COLUMN TO BE CENTER OF PIER BELOW. NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYr. (SEE SECTION) P.T. 2X 12 RIM BOARD (SLOPE TO MATCH BEAM - 1 /4" PER FOOT, SEE SECTION) DBL. JOIST AT PARALLEL WALLS ABOVE (TYP.) NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) 5X8 TIMBER COLUMN WI SIMPSON COLUMN BASE; EXTEND 8X8 TIMBER COLUMN ThRU FLR FRAMING, TYP. NOTE: ALIGN OUTSIDE EDGES OF TIMBER COLUMN W/ OUTSIDE EDGES OF CMU PIER BELOW NOTCH BOI BOTTOM O P.T. I "WVI BD. (TO MATCH NOTCH @ P.T. BEAM) P.T. 2X 12 FLR BLOCKING @ 16" 0.C. A12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 11/09/20 12 JJM /RW ND SECOND FLOOR FRAMING PLAN (MAIN LEVEL) 1/4" = l'-0" 10- 15 I • 16 9 _ 20. © 2012 NEIL DAWSON, ARCHITECT, P u0510 c\I SI/ "lb" "Irliiiiiiirilligrimilrririlliii.1111111.1P. = _i A Si W v= 1 Q H15 HEADER BELOW, SEE h =ADE Q S102 m 5101 SCHEDULE ((YP o N - e N Fri N - 2) 2X 12 BEA S102 = •, x °(2) 2X 12 BEAN cr idi 1 HEA I.) 2X 2 FLR. JOIST @ 6" O.C. -- •• - --C t14" M CROLLAM 1 9E LVLS . - - -- (4) 13/4" X 1 1 /4" MICROLLAM 1.9E VLS 1) 1 -3/4 X 1 -1/4" (4 I -3/4`X 1- /4" J M C'OLLAM 1.9E LVLS MICROLAM I .:E _VLS 2X 2 FLR. JOIST @ 6' 0.C. 0 CI)) b` O m m - m 0 0 0 (4) I -3" X 1 1- I CROLLAM 1.9E LVLS (4) 13/4" X 1 1- /4" MICROLLAM ' .9E VLS 2X 12 RIM BOA P.T. 2X 12 RIM BOARD (SLOPE TO MATCH BEAM - 1 /4" PER FOOT, SEE SECTION) NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) FLOOR FRAMING PLANS I (4) P.T. 2X 2 BiF (SLO'' E BEAM i / -" PE F00 i SEC ON) P.T 2X1 FLR. JOTS ' ." 0.41 (T. o. JO STS USh W/ T. � 1 PED :EAM) (4) PT. 2X 2 B. M (5L0 E BEAM I/ -" PE F00 , SE i SEC ON) STAIR FRAMING, SEE SECTION NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) o P.T 2X 1 FLR. JOTS" @ I'" O.C. "-' (T.O. JO STS USN W/ T. . SL PED BEAM x N (4) P.T. 2X 2 BEAM (SLO E BE M 1/ " PER FOOT, SEE SECT ON) 8X8 TIMBER COLUMN W/ SIMPSON COLUMN BASE; EXTEND 8X8 TIMBER COLUMN THRU FLR FRAMING, TYP. NOTE: ALIGN OUTSIDE EDGE OF COLUMN W/ OUTSIDE EDGE OF CMU PIER BELOW *CENTER OF COLUMN TO BE CENTER OF PIER BELOW. NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYr. (SEE SECTION) P.T. 2X 12 RIM BOARD (SLOPE TO MATCH BEAM - 1 /4" PER FOOT, SEE SECTION) DBL. JOIST AT PARALLEL WALLS ABOVE (TYP.) NOTCH BOTTOM OF P.T. BEAM, FOR LEVEL BEARING, TYP. (SEE SECTION) 5X8 TIMBER COLUMN WI SIMPSON COLUMN BASE; EXTEND 8X8 TIMBER COLUMN ThRU FLR FRAMING, TYP. NOTE: ALIGN OUTSIDE EDGES OF TIMBER COLUMN W/ OUTSIDE EDGES OF CMU PIER BELOW NOTCH BOI BOTTOM O P.T. I "WVI BD. (TO MATCH NOTCH @ P.T. BEAM) P.T. 2X 12 FLR BLOCKING @ 16" 0.C. A12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 11/09/20 12 JJM /RW ND SECOND FLOOR FRAMING PLAN (MAIN LEVEL) 1/4" = l'-0" 10- 15 I • 16 9 _ 20. © 2012 NEIL DAWSON, ARCHITECT, P 6 -.- -10 11 I.- -- 12 ` 14 '- 15 16 18 - - 19 I - 20 NOTE: CUT EXPOSED SECTION OF HIP RAFTER TO ALIGN W/ P.T. 2X8 EXPOSED RAFTERS, I TI'. Q. I' -4" I' -4" Q. / y i / X (2) P.T. 2X8 ROOF RAFTERS (ONE ON EACH SIDE OF BRACKET - TYP. ), NOTE: RAFTER TAIL SPACING AS SHOWN ON ELEVATIONS HARDIE PANEL ii.ii ai.I ■I■�Isi• ■■ �I P.T. 2X8 EMU ► It 0 14 •III ■�I ■ ■Ie ■I•�i 11 L1 � . ELEVA IONS O;I ER TAIL YOU TYP. IUIUUU'IiLl, ® P.T. • X4 • RTE" -AIL B CK , ,, MI ■� SPA! ING S Sh•WN 01' ELEVATIONS 4X- POS TO ' PPO'' VAL All•Ii ■I_ FTE . NO E: Pt.TBING N ! =IL LG JDIST OU. E CL+I IOIST @ ■1� 11 ■■I P+ ST LOCATIQ+ IS, .) VIII ■■I X4 " ST • SU""•RT IP �- ■. ■III I''•:i' ■ ■ILG J•IST � IT'! P+ s .) - Al ■ ■ ■ 1� NMI NIM 11 /I ■1 ■I■ ■ ■ ■.n �� 2X8 CEILING JOTS 5007 @ 6" O C. /_______/,o (ATTACHE TO OOF FTER ) TYP , �� I o I I'�� .; �1�1�1�1� ■I� 11 e ■I�III�I�■ ■ 3 III +¢- 4X4 POST TO SUPPORT 1�1i i1 1 -iAii 11 I J Q �(6��77�TiT.lA�1 Ri��l�f77:Ii�\ BEARING ON CLG JOIST 2 I RIDGE B AM - A I!II ■ ■" co °C k0TL0Tb0N5,) P.T. � - I 2X8 e71711i.1 Io, . ■II! O FTER,.. �I�I� ■ X111 c z 28 GE LING JOIS BLO � '� X 12 ' • to I " • •C (A I' CHE I+ Tel ■I ■I_I_ ■ �Ifl I.. > R +F RAFTE•'r.) �� I. ■1 ■1 ■1■ ■ ■ ■111 � ' - = VIII �i �I O.C. � ■■) - • , • , N PEA IFNI\ �1 1 ® ®I■ II ■ Ix4 - ST O S� PPO rink\�I".��I!1 FTE N fi' : P ST SARI • °8• ti G J IS (OLLE •G J0 ■ !�1 ■1 ■III • T OCA ONS " in�rrii Illir ■■ 4X4 "O iT TO .UPP•RT • �� II IT FTE . N U- : F •ST I EARI • �'� _, ■.III ■_ I1T5iDi OF 1I•� •R T t lLGJ� +IS I( Ol :LE t G R n � — WAL • I'UTSI�iE OF ••T OCA ONS 1 lIlI!bi 1�.■ � DO ALL I4kw II OF ' • FT ii!IIJIIIII_ ` P.T. X8 O RA I G ' O. •. M • � _ ACI AS .HO 11 II E VA`1• NS FOR + ' IL LA UT, I I ,1►71�I��E�1�11�1�1�� I►71�� I�I�I�I��i� =III 1, �.- P.T. 2X6 SUB FASCIA P.T. 2X8 BLOCKING (CUT TO MT), TYP. @ EXT. BEARING WALL LOCATION OF FLOOR FRAMING BEYOND CONT. METAL FLASHING VER CONT. CHAMFERED SILL - EXTEND FLASHING MIN. 5" UP WALL WALL FINISH AS SELECTED BY OWNER I -3/4" X I G" LVL RIM BD. PER OPEN WEB MFR. I G" PRE - ENGINEERING OPEN WEB FLOOR JOIST @ I G" 0•C. FINISHED FLOOR AS SELECTED BY OWNER 3/4" T$G PLYWOOD SUBFLOOR .CJ. UPPER FLR. SUBFLOOR (3RD FLR.) -NOTE: CUT BOTTOM OF HIP RAFTER $ VALLEY RAFTER @ EXPOSED OVERHANG TO ALIGN W/ P.T. 2X8 EXPOSED RAFTERS, TYP. -NOTE: CUT BOTTOM OF HIP RAFTER* VALLEY RAFTER TO ALIGN W/ UNDERSIDE OF ADJ. 2X8 ROOF RAFTERS (AT INTERIOR SLOPED CEILING SECTION) CONT. P.T. 2X4 CHAMFERED SILL A R C H I T E C T S P.T. I X G APRON TRIM BOARD (CUT TO FIT) OVER P.T. I X BLOCKING NOTE: P.T. 2X4 EXPOSED LOOKOUTS ON FLAT TO EXTEND G' MIN. INTO ROOF FRAMING (1/3 OVERHANG WITH 2/3 EXTENSION INTO FRAMING). TYP. 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS 7" EXPOSURE - HARDIE HORIZ. SIDING BALLOON FRAMED EXTERIOR 2X6 STUD WALL AT STAIR WI STUDS AT 1 2" O.C., TYPICAL FOR THIS LOCATION P.T. 2X4 OUTLOOKERS ON FLAT @ 24" O.C. (SEE STRUCT.), NOTCH ALL INTERSECTING RAFTERS TO RECEIVE OUTLOOKERS (2) P.T. 2X8 RAFTER OVER GABLE -END STUD WALL BELOW CONT. METAL FLASHING OVER WATER TABLE - EXTEND FLASHING MIN. 5" UP WALL SEALANT THERMAL INSULATION (R- 13 MIN. ;@ EXT. 2X6 WALLS) GYPSUM WALL BD. -,1/2" CONT. 2X6 BASE PLATE / - 3/4" T$G PLYWOOD SUBFLOOR P.T. 2X8 EXPOSED BARGE RAFTER I` P.T. 2X8 EXPOSED RAKE RAFTERS .I Q. (SPACING AS SHOWN) CONT. P.T. 2X6 WATER TABLE (CUT TO FIT / SHAPE) - (3) 2X 12 BEAM W/ (2) 1/2" PLYWOOD FLITCHES 3/4" LEDGE TRIM BD. TO MATCH HARDWOOD FLOORING (AS SELECTED BY OWNER) T.O. MAIN FLR. SUBFLOOR (2ND FLR.) I X4 TRIM BD. T.O. PLATE/B.O. FLR. FRAMING ACOUSTIC INSULATION, TYP. CEILING FINISH AS SELECTED (2) 2X6 TOP PLATE WALL FINISH AS SELECTED BY OWNER 2X6 STUD WALL AT 1 G" O.C., TYP. THERMAL INSULATION (R- 13 MIN. @ EXT. 2X6 WALLS) 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 M PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m 3/4" LEDGE TRIM BD. TO MATCH HARDWOOD FLOORING (AS SELECTED BY OWNER) I X4 TRIM BD. CONT. 2X6 BASE PLATE FINISHED FLOOR AS SELECTED BY OWNER 3/4" T *G PLYWOOD SUBFLOOR -2X 12 FLOOR JOIST @ I G" O.C. T.OI MAIN FLR. SUBFLOOR (2ND FLR.) P.T I X 4 TRIM BOARD K KAMI NSKY BEACH HOUSE THERMAL INS MIN. @ FLR/ 1[2:>- P.T. 2X8 ROOF RAFTER @ 16" O.C., TYP. /1 P.T. 2X8 BLOCKING (CUT TO F T), TYP. @ EXT. BEARING WALL II II II II P.T. I X 12 SKIRT BOARD OVER P.T. I X BLOCKING SIMPSON TIE -DOWN STRAP C520 @ EA. STUD * EA. SIDE, TYP. (SEE STRUCTURAL DETAILS) STUCCO VINYL CASING BEAD PORTLAND CEMENT STUCCO ER SELF FURRING METAL LATH Myron * Frances Kaminsky I Oth Place Tybee Island, Georgia 3 1 328 P.T. 2X8 EXPOSED BARGE RAKE RAFTER L P.T. (2) 2X8 ROOF RAFTER (NO TAIL EXTENSION), NOTE: ALIGN OUTSIDE FACE OF INSIDE RAFTER OVER OUTSIDE FACE OF DORMER WALL STUD WALL BELOW, TYP. @ SHED ROOF END CONDITONS -P.T. 2X8 BLOCKING (CUT TO FIT), TYP. @ EXT. BEARING WALL (2) P.T. 2X8 ROOF RAFTERS (ONE ON EACH SIDE OF BRACKET - TYP. ), NOTE: RAFTER TAIL SPACING AS SHOWN ON ELEVATIONS P.T. 4X4 BARTER TAIL BRACKET, . SPACING AS SHOWN ON ELEVATIONS 30# FELT MOISTURE BARRIER OVER 1/2" EXTERIOR SHEATHING, SEE STRUCTURAL DETAILS 1/2" GYPSUM WALL BD. 2X6 STUD WALL AT I G" O.C., TYP. THERMAL INSULATION (R- 13 MIN. @ EXT. 2X6 WALLS) T.O. PLATE / B.O. FLR. FRAMING 5/8" TYPE X GYPSUM BD., TYP. @ GARAGE CLG. 2X 12 FLR BLOCKING @ I G" O.C. FOR 2X6 WALL ABOVE W mQ b. (2) 2X 12 BEAM n (2) 2X6 TOP PLATE 2X6 STUD WALL AT 16" O.C., TYP. THERMAL INSULATION (R- 13 MIN. OI- @ EXT. 2X6 WALLS) WALL FINISH AS SELECTED BY OWNER G ROOF FRAMING PLAN 1/4" = I ' -0" DETAIL @ EXT. STAIR HALL WALL 1" = 1' -0" IBM DETAIL ® INT. STUD STAIR HALL WALL I" = I' -0" SHEAR WALL SCHEDULE EXTERIOR SHEATHING INTERIOR SHEATHING MARK THICKNESS a FASTENER SIZE PENETRATION SPACING ® PANEL THICKNESS I FASTENER SIZE PENETRATION SPACING ® PANEL GRADE EDGES GRADE EDGES SW -1 15/32 STRUCTURAL 1 8d COMMON, 2% "x0.1 13" 1 3/8' 3" 15/32 STRUCTURAL 1 8d COMMON, 2% "x0.1 13" 1 %" 3" GALV. BOX) GALV. BOX) SW -2 1532 STRUCTURAL I 8d COMMON, 2%2'x0.1 13" 13/8' 3" %2' GYPSUM BOARD 5d COOLER, WALLBOARD N/A 7" GALV. BOX) 0.120" NAIL, DRYWALL SCREW NOTES: 1. PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY EXCEPT AT FLOOR LINES IN MULTI -STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED VERTICAL WITH 24" MIN ABOVE AND BELOW THE FLOOR LINE. 2. SPACE FASTENERS MINIMUM 12 INCHES ON CENTER ALONG INTERMEDIATE FRAMING MEMBERS. 3. FRAMING AT AJOINING PANEL EDGES SHALL BE 3 INCHES NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 3 INCHES ON CENTER. 4. WHERE PANELS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES, AND NAILS ON EACH SIDE SHALL BE STAGGERED. 5. SPACING SHOWN FOR GYP. BOARD SHEATHING APPLIES AT ALL FRAMING MEMBERS AND PANEL EDGES. 6. MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO BE 48 ". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24 ". LEGEND: ExTEMO N WALL MC SECT, RH?. AND SSTJ 10•x9 SECT, TFIQ LENC4`'H OF SHEAR WALL NEEDED 121J8fi `OE DETERMINED' 3i' THE HOMP DE GNEI . MINIMUM T f°IIMINES., (8NEATHINQ E F400 DPFZiN9 i Ng ROOF FRAMING PLAN, SHEAR WALL PLAN, NOTES Et DETAILS INTERIOR LOAD DEARING WALL 5 Mc SECT 8602.4 INTERIOR LOA ;EATING WALLS SHALE SE CONSTRUCTED, FAAMED ADD FIRERLOCKED a;' 11 =I1 T1 s° d EXTERIOR I`! LLS,, 12/21 / 12 COST REVISIONS SHEAR WALL (SW- I ), SEE STRUCTURAL NOTES SHEAR WALL (SW -2), SEE STRUCTURAL NOTES �A'LL6 Ss�,G- 0.2 J' 0 10-,31) SEC! i . 306.6.3, (; J'IlviA au ,/c3 and doom shrdi within Ide in - 'e ©r 0'5'00.11'101i G�f IF I'I GIRO t P' IF1CI C s 'i0$' 1 Q 9e 4; Ml8Nr � 434ia Studo �1'rti �E B PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1/09/20 12 JJM 1 RW ND SHEAR WALL PLAN (MAIN LEVEL) 1/4" = I' -0" SHEAR WALL NOTES a LEGEND N.T.S. I 4 - 5 - - 10 12 13 14.. 15 17 - -. - 18 19 -- -- 20- 0 11 r•, •I : :. •! SHEAR PANEL EDGE NAILING, SEE SHEAR WALL SCHEDULE FOR NAIL SIZE AND SPACING. 1%32" APA RATED STRUCT. 1 SHEATHING HOLD DOWN SYSTEM, SEE PLAN & A/S202 a- "FIELD" NAILING AT INTERMEDIATE SUPPORTS. SEE SHEAR WALL SCHED. Ir V DBL. 2x TOP PL. PROVIDE HORIZ. BLOCKING AT ALL PANEL JOINTS AS REQ. / 2x6 N0.2 SYP STUDS @ 16" O.C., U.N.O. NOTE: INTERIOR SHEATHING NOT SHOWN FOR CLARITY. SEE SHEAR WALL SCHEDULE. SHEAR WALL SHEATHING Scale:3 /4" = 1' -0" BOUNDARY NAILING, TYP. DBL. 2x BLOCKING BTWN. RAFTERS SIMPSON LPT4 @ 8" O.C. 2x SILL PL. ROOF SHEATHING, SEE GENERAL NOTES PROVIDE SHEATHED WALL AT ATTIC LEVEL ABOVE INT. SHEAR WALL 2x SILL PL. W/ (2) 16d NAILS @ 6" O.C. SIMPSON LPT4 @ 8" O.C. STRUCTURAL SHEATHING I EXTEND THREADED ROD SYSTEM TO DBL. TOP PL. 2x6 CRIPPLE STUD @ 16" O.C., U.N.O. l CEILING FRAMING DBL. CEILING JOIST STUDS PER PLAN CONNECTION A PARALLEL RAFTERS NOTE: SIMILAR AT PERPENDICULAR CONDITION INTERIOR SHEAR WALL CONNECTION E TO ROOF DIAPHRAGM S201 Scale:3 /4" =11-0" RAFTER, SEE FRAMING PLAN 12 SEE PLAN CLG. JOIST SIMPSON H2.5A, U.N.O. S201 SHEATHING BOUNDARY NAILING, SEE DIAGRAM SOLID BLOCKING VI/ BTWN. EA. RAFTER RAFTER BEARING EL. SEE PLAN SEE ARCH. FOR EAVE CONDITION DBL. 2x TOP PL., CONT. TYPICAL RAFTER BEARING DETAIL Scale:3 /4" = 1' -0" BOUNDARY NAILING: MIN. 8d NAILS @ 6" O.C. DIRECTION OF FACE GRAIN ./ — lT T / // // // .% // // // j / //!7/ / /� / //// //j z://::://-; / \ /'/ \\ \ — //T —/ // — / // / zz zz % /�/ /// // /// /// /// /�,. / — 1�/ _ /1: /�_ _ 1/ _ 1�/ — / // /' %% /7 // // // // // / �/ k:.a.w- W .. / B S201 FLOOR/ROOF FRAMING FLOOR AND ROOF SHEATHING Scale:3 /4" = 1' -0" NO.2 SYP DBL. TOP PL. CONT. OVER BEAM 2' -0" EACH WAY NOTCH BEAM AT TOP PL. BEAM BEARING ANCHOR ROD SYSTEM, SEE PLAN DROP BEAM DETAIL (PERPENDICULAR. TO PLATE) Scale:NTS BOUNDARY NAILING TO BLOCKING BELOW 2x RIM JOIST 2x BLOCKING SIMPSON LU HANGER ROOF SHEATHING RAFTERS, SEE PLAN OUTRIGGERS @ 24" O.C. SIMPSON H2.5A AT EACH OUTRIGGER 2x6 STUD WALL K TYPICAL OUTLOOKER CONNECTION S201 Scale:3 /4" = 1' -0" SUPPORTED PANEL EDGE NAILING: MIN. 8d NAILS @ 6" O.C. FIELD NAILING AT INTERMEDIATE SUPPORTS: MIN. 8d NAILS @ 12" O.C. STRUCTURAL SHEATHING STRUCTURAL SHEATHING DROP BEAM PER PLAN I tri M i �FIIIM••• (3) 2x STUDS AT CORNERS MIN. BUILD UP W/ (2) ROWS 16d NAILS @ 12" O.C. EA STUD (2) ROWS 16d NAILS @ 6" O.C. ANCHOR ROD SYSTEM, SEE PLAN 6" SHEAR TRANSFER DETAIL C @ CORNER (PLAN) S201 Scale:3 /4" = 1' -0" DROP BEAM DETAIL G (PARALLEL TO PLATE) S201 Scale: NTS BEAM, SEE PLAN POST, SEE PLAN 12 ELEVATION VIEW NO.2SYPDBL.TOP PL. CONT. OVER BEAM 2' -0" EACH WAY NOTE: SEE A/S202 FOR STRAPPING AT HEADERS. SUPPORTED FLOOR OR ROOF FRAMING SIMPSON H2.5A @ EACH RAFTER (2) SIMPSON ST6224 - ONE EA. BEAM TO POST. NOTE: SIMILAR CONNECTION @ BEAM TO FLOOR REF. PLAN ��'� ROOF SHEATHING RAFTER, SEE PLAN SIMPSON H2.5A @ EACH RAFTER BEAM, SEE PLAN POST, SEE PLAN ROOF BEARING EL. SEE PLAN SEE ARCH. FOR EAVE CONDITION (2) SIMPSON ST6224 - ONE EA. BEAM TO POST. L l BEAM TO RAFTER CONNECTION 201 Scale:3 /4" = 1' -0" STRUCTURAL SHEATHING, SEE SHEAR WALL SCHED. BOUNDARY NAILING, TYP. (4) 2x STUDS AT END OF SHEARWALL - BUILD UP W/ (2) ROWS 16d NAILS @ 12" O.C. EA STUD Altar ANCHOR ROD SYSTEM, SEE PLAN STUD STRUCTURAL SHEATHING 2x STUDS AS SHOWN TOP PL. SILL PL. 8" If (2) ROWS 16d NAILS @ 12" O.C. SHEAR TRANSFER DETAIL @ INTERSECTION (PLAN) Scale:3 /4" = 1'-0" a- BEAM, SEE PLAN SIMPSON ACE COLUMN CAP NOTE: USE THIS CONNECTION DETAIL FOR BEAMS NOT OTHERWISE DETAILED. POST, SEE PLAN SIMPSON A23 ANGLE T.O.SLAB ANCHOR BOLT TYPICAL INTERIOR BEAM H TO POST CONNECTION S201 / Scale:3 /4" = 1' -0" ROOF SHEATHING RIDGE, SEE PLAN 2x RAFTERS @ 16" O.C. �' • • \ • • • 2x4 TIE MEMBER @ 16" O.C. (WHEREVER APPLICABLE) (6) 16d NAILS @ TIE MEMBER TO RAFTER M TYPICAL SECTION @ RIDGE \S201 Scale:3 /4" = 1'-0" v D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m Of R'EFD /kRG KAMI NSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Place Tybee Island, Georgia 31328 SHEAR WALL Et LATERAL DETAILS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1/06/2012 MCT 5201 © 2012 NEIL DAWSON, ARCHITECT, PC SIMPSON MTS20 @ EA. STUD TO RAFTER WHERE RAFTERS ALIGN WITH STUDS BELOW SIMPSON H2.5A @ EACH RAFTER SIMPSON CS20, TYP. CEILING JOISTS, SEE FRAMING PLAN DOUBLE 2x6 TOP PL. RAFTERS, SEE FRAMING PLAN BOUNDARY NAILING ALTERNATE BRACING: 2x KICKER @ 32" O.C. (45° MAX) - FASTEN TO SOLID BLOCKING BTWN. RAFTERS W/ (4) 16d BLOCKING @ 32" O.C. FOR (3) BAYS WHERE KICKERS ARE USED BOUNDARY NAILING SIMPSON SP4 AT STUDS TO TOP PLATE H2.5A FROM STUD TO TOP PL. & H2.5A FROM TOP PL. TO RAFTER WHERE RAFTERS DO NOT ALIGN WITH STUDS BELOW A R C H I T E C T S DBL RAFTER AT OUTLOOKERS FULL HEIGHT 2x BLOCKING @ ALTERNATE SPA( W/ (2) SIMPSON A35 PER BLOCKING PANEL. Al ALTERNATE SPACES INSTALL 2x4 BLKG. AGAIN ROOF SHEATHING (TO ALLOW AIR PASSAGE) 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m SIMPSON ACE4 POST CAPS @ STUDS TO TOP PL., EA. SIDE OF OPENING 2x LADDER FRAMING @ 24" O.C. MAX. 2x6 STUDS @ 16" O.C. MAX. 2x6 STUDS @ 16" O.C. W/ DBL. TOP PL. (2) SIMPSON LSTA12 STRAPS @ STUDS TO HEADER, EA. SIDE OF OPENING (2) FULL HT. KING STUDS, TYP. 2x6 BLOCKING @ 48" O.C. MAX AND @ EVERY FREE EDGE OF SHEATHING SIMPSON CS20 STRAP 0 EA. STUD TO BAND JOIST (ALSO AT STUD TO STUD BTWN. FLOORS) (2) JACK STUDS, TYP. ALTERNATE BRACING: 2x KICKER @ 32" O.C. (45° MAX) - FASTEN TO STUD W/ (4) 16d SIMPSON HDU11- SDS2.5 HOLDOWN @ END OF EACH SHEAR WALL, SEE SHEAR WALL LAYOUT FOR LOCATIONS P.T. 2x6 SILL PL. SIMPSON A23 @ JACK TO SILL CEILING JOIST 1%32+ APA RATED STRUCT I SHEATHING EXTENDING 8' -0" INTO GABLE END - FASTEN W/ 8d NAILS @ 12" O.C. AT EACH CEILING JOIST, U.N.O. SIMPSON A23 EA CRIPPLE STUD TO PL. NOTE: WHERE BALLOON FRAMING IS USED AT GABLE ENDS, ONLY ATTATCHMENT AT TOP PLATE APPLIES. KAMINSKY BEACH HOUSE Myron * Frances Kaminsky 10th Mace Tybee Island, Georgia 31328 B TYPICAL GABLE END WALL BRACING ANCHOR ROD 0 EMBED., D 5 /a" 5%' n 7/8" 8,. 1" 11" NOTES: 1. SEE "TYPICAL SHEATHING DIAGRAM" FOR SHEATHING AND NAILING REQUIREMENTS. 2. ALL HOLD DOWNS AND UPLIFT ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE TO THE MANUFACTURER'S REQUIREMENTS. 3. SHEAR WALL HOLD DOWNS ONLY REQUIRED AT ENDS OF SHEAR WALLS. SEE PLAN FOR LOCATION. 4. SEE "FOOTING @ THREADED ROD" DETAIL FOR INCREASED FOOTING DIMENSIONS AT HOLD DOWNS AS REQUIRED BY SIMPSON. 5. WHERE ADJACENT OPENINGS DO NOT ALLOW INSTALLATION OF THREADED ROD TIE- DOWNS, USE STRAPPING. SEE "ALTERNATE UPLIFT STRAP CONNECTIONS" DETAIL. 6. ATTACH BAND JOIST TO STEM WALL WITH SIMPSON PA51 STRAPS IN GROUTED CELLS AT 32" O.C. A � TYPICAL EXTERIOR BEARING WALL ELEVATION Scale:3 /4" = 1' -0" Scale:3 /4" = 1' -0" 8" CMU LINTELS CL: R BOTTOM TOP TIE PRECAST SPA ' DEPTH REINF. REINF. SPACING EQUIV. MAX 3'-4" 8" (2) #5 - - 8F8 -1 B /OT MAX 6' -O" 1." (2) #6 - - 8F8-1B/1T MAX 8' -O" 16" (2) #8 (2) #5 #3 @ 8" O.C. 8F16-1B/OT MAX 1 O' -O" 16" = #8 (2) #6 (2) #3 @ 8" O.C. 8F16-1B/2T MASONRY LINTEL NOTES: SHEAR WALL a LATERAL DETAILS 1. MINIMUM MASONRY STRE GTH, fm = 1500 PSI 2. NOMINAL MASONRY DIMENS •NS SHOWN. 3. END BEARING SHALL BE 8" (MI FOR CLEAR SPANS OF 6' -0" OR LESS AND 16" F EXCEEDING 6' -0 ". 4. TOP AND BOTTOM REINFORCEMEN SHALL EXTEND 24" (MIN.) OVER SUPPO 5. 16" LINTELS SHALL BE CONSTRUCTER SING 8" DEEP CHANNEL BLOCK P 6. WHERE LINTEL BEARING IS AT A JAMB ADJACENT TO A VERTICAL CONTR OVER OPENING TO LIMIT OF BEARING. 7. DISCONTINUE VERTICAL REINFORCING AT J B BELOW AND ADD 8. FIELD SCORE FACE OF LINTEL TO MATCH CMU ,+ ALL BOND PATI 9. WHERE CONCRETE TIE BEAM REPLACES LINTEL - T OPENING WITH #3 STIRRUPS AT 6" O.C. 10. SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCA' IO■ 11. ALL LINTELS SHALL HAVE A MINIMUM GRAVITY LOAD C • -' CLEAR SPANS AT EACH END. C 8" DEEP SPANDREL BLOCK. OL JOINT, OFFSET CONTROL JOINT P.E.J. AS A BOND BREAK AT BEARING. !RN. PROVIDE, (2) #6 CONT. TOP AND BOTTOM s AND SIZES. CITY OF 850 PLF. GROUT SOLID Maximum Header Span (ft.) GROUT SOLID #5 FIELD ADDED BAR WHERE SCHEDULED (TYP ) Number of Header Studs Supporting End of Header Unsupported Wall Height Stud Spacing Number of Full- Length Studs at Each End of Header AST IN PLACE LINTELS (12" CMU SIMILAR) 8F8-1B/OT 8F8-1B/1T 8 6-1B/OT 8F16-18/1T TYPICAL 8" PRECAS INTELS (12" CMU SIMILAR SECTION H -H SECTION H -H or less 16 in. DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's @ 16" C -C) (3) 2x8's W/ 1/2" PLYWOOD FILLERS : UP TO 6' -0" OPENINGS (3) 2x10's W/ 1/2" PLYWOOD FILLERS : UP TO 8' -0" OPENINGS (3) 2x12's W/ 1/2" PLYWOOD FILLERS : UP TO 10' -0" OPENINGS 5.25" x 11.875" PSL BEAM : UP TO 16' -O" OPENINGS VERIFY ALL HEADER SIZES PER INTERNATIONAL RESIDENTIAL CODE (C\ TYPICAL HEADER SCHEDULE S2O2 / Scale:3 /4" = 1' -0" TYPICAL CMU /CONC. LINTELS S202 J Scale: NOT TO SCALE 12/21/12 COST REVISIONS PROJECT NO. DATE DRAWN BY CHECKED BY 12048.00 11/06/2012 MCT 0 2012 NEIL DAWSON, ARCHITECT, PC 0.1 ©1 EDPata @tlan voquIr ad ger :c 9i pt€;,�leo ICE batI`Iho©6 s, picai -039 outlets os O: 1 2 f - 3. 4 ! I - 5 - � 6 ° I 7 - 8 ! !- 9 1 14 - .- - 11 - 12 :- I ! 13 ,: _ 14. 1 ` . ; =15 I _ • 16 - I 1 17 � - 18 I ! 19 I - 2.0/!! p M T L _ K 3 H. G F E D B - ELECTRICAL LEGEND CONTRACTOR TO COORD. LOCATION $ ELECTRICAL / DATA / TELEPHONE REQUIREMENTS FOR ELECTRONICS I SERVER CLOSET W/ OWNER SELECTIONS CONTRACTOR TO COORDINATE NOTE: TIE GARAGE LIGHTS TO ELECTRICAL REQUIREMENTS FOR PHOTOCELL W/ TIMER OVERRIDE FUTURE ELEVATOR SYSTEM` — — ` _ — — — — — — —. -_ — — \ -- -- p n D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, 141 G a 3 0 M PH. 1 . 912. 695 . 2111 dawsonarch. corn I - STAIR HALL i� =— i —! / /.` r _, . -_. -_. , -,_{ ;- CLOSET LIGHT, SWITCH OUTLET TO BE REMOVED AT LATER DATE FOR ELEVATOR I ET - i `r -- --- - - - - -- - - -�i� - _ -- - -- -- - - ,!!! �` ' 001 i; I �� - - - -- ; i' F__. / _ O / / �/ TIMER FOR COORDINATE SHELVING ! Ti' PHOTOCELL P "� ` y i? — — — — — — — 0 I ' : _ OUTLET LOCATION W/ _ i — - _ TO SWITCH @ FRONT - - — ' = { ENTRY DOOR ABOVE I -:-,-,1-", TO MAIN\ A � A �I BATHROOM ( �0) i FUTURE FLOOR v { wP 42" ! / _ -:! I '/ / _,__ % / i:i, F / ..---- ! i � CLOSET w / ELEVATOR y��' I 103 L ! \ \ k \ { ' 000 I wP Q- wP — —;— __;_ \ WP k ��%� / �'~'� \ I \ \ 1 - �� p-I I I, i '. /p / 1 / / I / 1 I I I / i GARAGE 1 I I I 1 \ ■ \\\ _{ \ \ \\ \ I STORAGE ' / 102 ;; I I ; _ 11 i�I ! �! � \ ; 4 2 � ' �I i o, r Ijl ' \ �_ \ RAISED / _ ENTRY 41-p---- \ r - i \\' I ENTRY HALL / { { { / �� 100 �j C% 104 I ; � : t_� / S C \\ 105 106 / � /�f»:' 4 — // / I v f. i 1 ! L ° C � - X / 1 * i j `F �`� • //// Q f i - i - �'1F�i -' �i A. `�_ �,. -=_� 0 WP e WP 0 WP / \ � � / N ' i '1"yyp - I REF. WP" I; S9C I I WP" 42 / / / // (% I 1 1 ' \ - / - - GFCI.. / ! t 30" \ 30P„ ; 30 / /,.. i { / / ' f' i L -}— 42" I ; :i; r SHOWER ROOM �' \wP 107 // .. L i x \ g1 , / ._._ / ?i t' I I I ! °c r ( J tf3L3�1'ew;� I i 1 / I ! \ I li NO ALL, 4.. �; , .; ;;' ,; - EXTERIOR FLUSH RISER MOUNTED - \ — ''� i \ WP ED a� � DUPLEX OUTLET . / / / / /%4 STEP LIGHT (DOWN LIGHT) GFCI GROUND FAULT CIRCUIT INTERRUPTER UNDER CABINET FLUORESCENT; - _ `J`J K" � A t► � �I NSKY - BEACH HOUSE Myron * Frances Kaminsky ! 0th Place T bee Island, Georgia I 2 d 3 3 8 y 9 . - 'c r1 GJ . l• ..!, ra =# ail s , 2Of1 � r , ! - ' \ wP 1.-- `,__�`-'`- / \ I Gi i 13ection 9, cub-s- ction / \ ( x a° 3. ,.Pe \ !;. \ 42 "�' i `: \ 1 5;42 I 30" 1 _ ` C - GARBAGE DISPOSAL GD WEATHER -PROOF OUTLET Q FLUORESCENT FIXTURE ,�_ �! 1 SECURED STORAGE / \ STORAGE �� wP , - -, G wP � 220 V. OUTLET EXHAUST FAN ® ilu CABLE T.V. JACK FAN SWITCH ® TELEPHONE JACK $ $3 THREE -WAY SWITCH 0 SMOKE DETECTOR SD $4 FOUR -WAY SWITCH SC SMOKE/CARBON MONOXIDE DETECTOR DIMMER SWITCH SURFACE MOUNTED CEILING FIXTURE $F FAN SWITCH I_Q WALL FIXTURE 0 PENDANT �O�CEILING FAN' NE RECESSED FIXTURE D O OT THERMOSTAT WATER PROOF FIXTURE WPLia O JUNCTION BOX SL 311 SLOPED RECESSED FIXTURE ta CHANDELIER Q TIMER FOR PHOTOCELLS ` V FLUORESCENT STRIP FIXTURE; 108 101 \ \ / /i / /� ; l/' i � / I ��aa �� 33gg ��2a �� I}� '.� S ��$ t� �., t �� \ / I ,4 � I'�,F �'+�� ' Edna x �tri�>�fi8�s�v '' -- — — — 1 Ms r shall e provided to disconnect all COORDINATE OUTLET LOCATION W/ I" conductors In a building or other structure SHELVING ;`' from the service entrance conductors. �.i ,•1� / 0- WP �! ` i : ; ' wP 4} �'P 30" � 9 � LI WP 't. _ , (fl) -, kf 42 ti x 4 �, - 1f T i f (L _' - — — — t ttU - 7\ Ir , — r' ; 1O=TI- �' - - G6 GROUND FLOOR ELECTRICAL PLAN " I /4 = 1 0 t., .>3.'20. "`, I 1, - - GROUND FLOOR Et MAIN FLOOR ELECTRICAL PLAN - `�i'�.il >� , " k i g10 ' ' '° =f '�'' 20 -, E -. v° o... a j i i ' parlor:-.. ns= �., ill S, n ' ,r . _ t_' _ } z 4 ice} #"$ t'� �v 12 / 2 I COST RIIONS F9 R �a S � � ®H / ist t'c, , 'a'4i &`T�c",� ' InoI v '' Bit i0OPi q= :i. et% Cie i Wiriply wit v, YK f „0:3 NIP I h - fs _-1 Ata nr y C 0 L' or t� � .6 f' i)rA� / mod E i foR. CONTRACTOR TO COORD. RANGE TO LIGHTS 0 GARAGE arid St ta of Coorgin a� V. REQUIREMENTS W/ MANUF. DOORS BELOW v1th1 \ Ar A 0 1 2', 3' $ 4' LENGTHS; DOOR PRESSURE SWITCH _ f,t s GENERAL ELECTRICAL PLAN NOTES: I . COORDINATE FINAL ELECTRICAL ROUGH -IN LOCATIONS W/ OWNER PRIOR TO START OF ELECTRICAL WORK. 2. INSTALL SMOKE DETECTORS IN ACCORDANCE WITH SECTION R313 (SMOKE ALARMS) OF THE 2006 INTERNATIONAL RESIDENTIAL CODE. 3. COORDINATE THERMOSTAT LOCATIONS W/ OWNER AND PER FINAL HVAC RETURN GRILLE LOCATIONS. 4. CONTRACTOR TO COORDINATE INSTALLATION OF WIRELESS INTERNET, ACCESSIBLE FROM ALL LOCATIONS WITHIN THE HOUSE. 5. CONTRACTOR TO COORD. W/ OWNER FINAL BUILT-IN DESIGN CABINETRY LIGHTING SWITCHING AT ALL BUILT -INS / CABINETS. C. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS FOR FUTURE ELEVATOR SYSTEM. ! I LOCATIONS W OWNER 7. CONTRACTOR TO COORDINATE LOW VOLTAGE LANDACAPE LIGHTING LO / 8. ALL ELECTRIC EXTERIOR LIGHTING FIXTURES TO HAVE SEEDED GLASS. 9. CONTRACTOR TO COORDINATE W/ OWNER SECURITY SYSTEM * FINAL KEY PAD LOCATION. 10. CONTRACTOR TO COORDINATE ALL LIGHT FIXTURE SELECTIONS $ LOCATIONS W/ OWNER, TYP. I I . CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF OUTLETS IN CLOSET W/ OWNER, TYP. CLOSET LIGHT, SWITCH, OUTLET TO BE REMOVED AT LATER DATE FOR ELEVATOR i4`o _ - TO UPPER` ' -: -- — I € FLOQR ` -- - - -. �� GFCI I �I�► ��► i ��► GFCI i d \ I = 1 ;--11 - t- -'I 42" GE MICE Q.J \ i - t - I RAN _4-2" 3� - C. _ r , '' 12 %'TO i GROUND \ r , CIl HOOD . \ ; TRASH / _ r,4� FLOOR L►_, \\ ' I i 42 , �� r ° TCOM \\ \ \ \ ER ) I — --- = i v _ '; �G I I `' \ 42 + +? \ = . 1 ' ►a� _ \ ' ' DINING R00 '' it " I. r �- -- r , L`S1J -- 12SC1 - / i I 1 _ _/ f 1 \ KITCHEN / ' i ;! . I / — / }�` ;— UP' ER I ( FUTURE 1 t0 STAI' 'REF. / ! r 3 i I STAIR HALL ELEVATOR HALL 205 ( ( `+ i i I Q� 0s0 Km I I — — — 1 _ _ _ _ I i I 206 i_ `` L / ( 1 _' 1 i ` t '�`, / Q _ _ _ = r�� / \ r , I / \. I ;I DW Q� - - -t� r - -_ mot\ _, � .. ! I I I I i I \ 1 \ _ ; 1 � / / �� i \ / \ ., . ! \ / 1 — , _ — - — "— / _, -�! 42"/ / \ "'I I I i ! , > 1 / �_` —_� \ — _44..),_! y I / / / / / �M) _ - �% / �� // ,�� . — �,� / / / \ I I ' �� /i/ / / is I / 111 T —=\ / V / / • \ \ \ j � I ' r1 I I j -411 G CI-' • 2" i i GFCI' 4�" SF � _ __ 3 \ j . , i :tzfiIiLi \ C PROJECT NO. 1 2048.00 I DATE I /09/20 12 B DRAWN BY JJM / RW CHECKED BY ND El 01 -- -- / I I 't / / � 1 EEN PO I SCR RCH I :-- �/ / I - : NE ELECTRIC 1 `�! POWDER \ / I I 208 I 2' \\ PANE i \ I / I I I _ / W ?OOM KG / - I �� \ / / L\I 1I I . '1 42 1 7- - -- G CI 42 r I r /� r -1 i , I' ! // \ , \ ` %! \' / I : I / / , <', I / MASTER BATHROOM :; / " ; I j 202 - -- / ' ' I / r ' \ l \ % i \ / r �' �e \ _ [�� \ r • ,i1, FAN \ r , Y �__ %\ / �7 • \ — I / I \,, j / , / } \ / I / t \ 1 C f \\ // ' ,,\ -, D o '.;./ ,� i i \ \ ! ' ( \\ //' V 1v MASTER i/ BEDROOM -- / of \ `( I � I ! %'I _ _= = I \\7-` �,II , - \ �/ \�: I i /. �f : \I -� -`'. ;lam WP - _��' - -- ---_ /I/ 201 (fp 3 . tf - Al . • ELECTRICAL LEGEND N.T.S. Ab MAIN FLOOR ELECTRICAL PLAN 1/4" = I' -0" 1 2 - 3 4- 5 b 7 8.= 9 10,. 11 12 13 14 15 . - 18. 17, 18 19 20 0 2012 NEIL DAWSON ARCHITECT, PC 0.1 ©1 EDPata @tlan voquIr ad ger :c 9i pt€;,�leo ICE batI`Iho©6 s, picai -039 outlets os O: 10: 12 3- 14: 15: 16: 17 18 19 20 ELECTRICAL LEGEND GFCI GD WP • 0 s9c FO \J WP SL \J L. DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER GARBAGE DISPOSAL WEATHER -PROOF OUTLET 220 V. OUTLET CABLE T.V. JACK TELEPHONE JACK SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR SURFACE MOUNTED CEILING FIXTURE WALL FIXTURE PENDANT RECESSED FIXTURE WATER PROOF FIXTURE SLOPED RECESSED FIXTURE 0 TIMER FOR PHOTOCELLS ® EXTERIOR FLUSH RISER MOUNTED STEP LIGHT (DOWN LIGHT) C UNDER - CABINET FLUORESCENT 0 FAN $3 $4 SF O 4QCCEILING FAN 0 0 FLUORESCENT FIXTURE EXHAUST FAN SWITCH THREE -WAY SWITCH FOUR -WAY SWITCH DIMMER SWITCH FAN SWITCH 0 THERMOSTAT JUNCTION BOX CHANDELIER FLUORESCENT STRIP FIXTURE; 2', 3' * 4' LENGTHS; DOOR PRESSURE SWITCH GENERAL ELECTRICAL PLAN NOTES: I . COORDINATE FINAL ELECTRICAL ROUGH -IN LOCATIONS WI OWNER PRIOR TO START OF ELECTRICAL WORK. 2. INSTALL SMOKE DETECTORS IN ACCORDANCE WITH SECTION R3 13 (SMOKE ALARMS) OF THE 2006 INTERNATIONAL RESIDENTIAL CODE. 3. COORDINATE THERMOSTAT LOCATIONS W/ OWNER AND PER FINAL HVAC RETURN GRILLE LOCATIONS. 4. CONTRACTOR TO COORDINATE INSTALLATION OF WIRELESS INTERNET, ACCESSIBLE FROM ALL LOCATIONS WITHIN THE HOUSE. 5. CONTRACTOR TO COORD. W/ OWNER * FINAL BUILT -IN DESIGN CABINETRY LIGHTING $ SWITCHING AT ALL BUILT -INS / CABINETS. G. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS FOR FUTURE ELEVATOR SYSTEM. 7. CONTRACTOR TO COORDINATE LOW VOLTAGE LANDACAPE LIGHTING LOCATIONS W/ OWNER 8. ALL ELECTRIC EXTERIOR LIGHTING FIXTURES TO HAVE SEEDED GLASS. 9. CONTRACTOR TO COORDINATE WI OWNER SECURITY SYSTEM * FINAL KEY PAD LOCATION. 10. CONTRACTOR TO COORDINATE ALL LIGHT FIXTURE SELECTIONS $ LOCATIONS W/ OWNER, TYP. I I . CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF OUTLETS IN CLOSET WI OWNER, TYP. ELECTRICAL LEGEND N.T.S. 5 / ATTIC SL —� \ 304 i / UPPER HALL SUN PORCH_ GATHERING ROOM BATHROOM/ 302 KING BEDROOM #3 \\ 303 -NEC 216.12 2271i DV.Tiiing Units. All i 2O -v0:'i, h se, 15- an '20 ri ei`e l:rarla circuits suoplyi instclIe 1r1.E1jveliiiit unit ..lmil\' rooms, dining roisirii, . living ro,oms, parlor;., lwdroorns. ecieatinn Looms. cilloNei,. or similar r;ioii l e. pr i :i'... li '.- d arc -fani` circuli � t j .... , iinstalled O \'i� . inch circuitpe. pro SINGLE RUNDLE { L LAJ I �v .�_•we> t�3¢i,8:`;'?d "cC Li " "`�r% 7`�1iG r�.. r VicJA1! —� 7 of: �Irft�i'ate3a�3 • �l� • A R C H I T E C T S UPPER FLOOR ELECTRICAL PLAN 10' 12 -- 13 14 15 16 7 18 { -19 1/4" = I' -0" 20 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMI NSKY BEACH HOUSE Myron k- Frances Kaminsky 1 0th Place Tybee Island, Georgia 3 1 328 UPPER FLOOR ELECTRICAL PLAN PROJECT NO. DATE DRAWN BY CHECKED BY 1 2045.00 1 I/09/20 12 JJM /RW E102 ND © 2012 NEIL DAWSON, ARCHITECT, PC LEGEND O IRF O IPS ■ CMF O PP SSMH -- OHPL -- - -SAN -- IE PRB SMB PIN BFE 1:4 cca2 VICINITY MAP NOT TO SCALE IRON ROD FOUND IRON PIPE SET CONCRETE MONUMENT FOUND POWER POLE SANITARY SEWER MANHOLE OVERHEAD POWER LINE SANITARY SEWER LINE INVERT ELEVATION PLAT RECORD BOOK SUBDIVISION MAP BOOK PARCEL IDENTIFICATION NUMBER BASE FLOOD ELEVATION NOTES: 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA EAST ZONE, NAD 83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051C0326F, EH-LC-FIVE DATE: 9/26/2008, BASE FLOOD ELEVATION: 11' & 12', NAVD 88. 6. PROPERTY SUBJECT TO RIGHTS AND EASEMENT OF THE RECTANGULAR STRIP OF ROADWAY ALONG THE NORTHERN BOUNDARY. SEE DEED BOOK 179V. PAGE 628 AND DEED BOOK 141F, PAGE 403. PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: CAPALLO FAMILY LP PIN: 4- 0006 -18 -006 175'± TO BUTLER AVENUE if) ri it) N SITE DATA AREA: 0.275 ACRES; 11,984 SQUARE FEET ZONING: R -2 PIN: 4- 0006 -18 -013 PROPERTY ADDRESS: 10TH PLACE, TYBEE ISLAND, GA REFERENCE: 1. PLAT RECORD BOOK D, PAGE 52. 2. PLAT RECORD BOOK B, PAGE 232. 3. PLAT RECORD BOOK B, PAGE 356 4. MAP BOOK 1, PAGE 303. 5. MAP BOOK 2, PAGES 8 &9. 6. SUBDIVISION MAP BOOK 39S, PAGE 54. Z 0 CZ 'N a2 '2 (3 a Q `o ZONE BFE:12 AE ZOf BFE:11 16 "PALM TWO STORY RESIDENCE N I CERTIFY THAT IN MY OPINION THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LA ' AND IS ABLE FOR RECORDING. TERRY ` COLEMAN GA. R X D SURVEYOR NO. 2486 SSMH TOP: 9.40' 3 -i_3- (3 rrrev.: I6�c 66urV - w z \ N ,a a= o0 0 ZONE AE BEE: '13' ZONE AE BFE :12' 91-1P6- _,._ _.._ ASPHALT (BROKEN), S71 39'24 "E 10TH PLACE �..p•.... s ! s ..�..� EDGE OF PAVEMENT 00 Oo �h LLI °�ti 2 • 0ON 0 o 0 -0 p m �* 0~ a z° CM 0 N h (0 M <V co z CMF m 19,3' (b12 "GL M - - ._.NWI. MI MI 20' BUILDING SETBACK LINE ' GARAGE 1 15' ROADWAY SEE NOTE , 6 ASPHALT (BROKEN) 165.00' PORTION OF BEACH LOT 65 0.275 ACRE 111984 SQUARE FEET (PRB D, PAGE 52) \ 14 "PALM 24 "OAK me g ��' s 65.00' 10' BUILDING SETBACK LINE 12/12/8 "GUM (PRB B, PAGE 232) CHAINX LINK FEN E y.r LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: WILLIAM H GERINER PIN: 4- 0006 -18 -007 LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 ( LOT 4 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: HARRY J. HEIMAN PIN: 4- 0006 -18 -017 IX BENT LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 j6 "PALM LM 4 "GUM 0 m L 1 N7▪ 1'39'24 "W 20' DRAINAGE EASEMENT 20' PRIVATE DRIVE ACCESS & UTILITY EASEMENT LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65 SMB 39S, PG 54 N /F: HOWARD & FAITH LEVY PIN: 4- 0006 -18 -018 LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 20' '10' 25' DETENTION P1D EASEMENT 0' 20' GRAPHIC SCALE: = 20' 0 6 • iLi 0 10 c( Ugett Cki Iiii r1 I' • "'� M N Ov M ci tri4 A w 0'1' cf-i(Wcncici) -4 0 t;, 44444 #" 444 W Ix ° ••j W 0 44 °° °m AK;7 A z xe ° A Ag HM ZU DRAWING TITLE: FOUNDATION SURVEY SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: JAH 1"=20' 120352 02/08/2013 JPA /KMI SHEET NO: 1/1 NOTES: 1. PROPERTY ADDRESS: 9 10TH PLACE. TYBEE ISLAND, GA 2. PARCEL IDENTIFICATION NUMBER: 4- 0006 -18 -013. 3. THIS PROPERTY IS CURRENTLY ZONED R -2. 4. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051C0326F, EFFECTIVE DATE: SEPTEMBER, 26, 2008, BASE FLOOD ELEVATION: 11' & 12', NAVD 88. 6. PROPERTY SUBJECT TO RIGHTS AND EASEMENT OF THE RECTANGULAR STRIP OF ROADWAY ALONG THE NORTHERN BOUNDARY. SEE DEED BOOK 179V, PAGE 628 AND DEED BOOK 141F, PAGE 403. 7. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 8. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. LEGEND O IPF IRON PIPE FOUND • IRF IRON ROD FOUND O IPS IRON PIPE SET ■ CMF CONCRETE MONUMENT FOUND PP POWER POLE SSMH SANITARY SEWER MANHOLE -- OHPL -- OVERHEAD POWER LINE - -SAN -- SANITARY SEWER LINE IE INVERT ELEVATION PRB PLAT RECORD BOOK SMB SUBDIVISION MAP BOOK PIN PARCEL IDENTIFICATION NUMBER BFE BASE FLOOD ELEVATION TREES PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: CAPALLO FAMILY LP PIN: 4- 0006 -18 -006 REFERENCE: 1. PLAT RECORD BOOK D, PAGE 52. 2. PLAT RECORD BOOK B, PAGE 232. 3. PLAT RECORD BOOK B, PAGE 356 4. MAP BOOK 1, PAGE 303. 5. MAP BOOK 2, PAGES 8 &9. 6. SUBDIVISION MAP BOOK 39S, PAGE 54. SURVEY DATE: 7/15/2013 EQUIPMENT USED: ELECTRONIC TOTAL STATION ANGULAR ERROR PER "A" = 04" ADJUSTED BY COMPASS RULE: PLAT ERROR OF CLOSURE: 1/INFINITY FIELD ERROR OF CLOSURE: 1/10,000+ 175'± TO BUTLER AVENUE LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: WILLIAM H GERINER PIN: 4- 0006 -18 -007 'IRF in U) BP BRADFORD PEAR O 0 O O \X S � m 01 0 N \O _ z mz ZONE BFE: 12' AE ZONE AE BFE:11 - -OHPL- — TWO STORY RESIDENCE CONCRETE ASPHALT (BROKEN) / 10TH PLACE S71'39'24'E EDGE OF PAVEMENT CMF® 0 U) N N PORTION OF LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: JULIA S. MCELROY PIN: 4- 0006 -18 -005 LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 I- 19.8' CO COVERED PORCH 0) m L 0 CO 0 w 12 "GUM 0 N co IRF Z I0 CO CONCRETE WALK wmi oi N PLANTER BRICK DRIVEWAY 47.7 TWO STORY \CONCRETE & FRAME RESIDENCE rs BICV 15 ROADWAY (SEE NOTE f6) CONCRETE WALK PLANTERSWV 12.8' ,I,1„ 0 ...�.� N > 1111M 0 CMF I 165.00' 47.7' RAISED AC PAD 10' BSL 14 "PALM 24 "OAK LOT 4 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: HARRY J. HEIMAN PIN: 4- 0006 -18 -017 12.8' SSMH OHPL EDGE OF PAVEMENT ASPHALT (BROKEN) NMI NM 165.00' 0 CO BRICK PAVERS BEING LAID AT TIME OF SURVEY 20' BUILDING SETBACK LINE PORTION OF BEACH LOT 65 0.27 ACRE 11,962 SQUARE FEET 61 CV 1 "LIME 0 FIG CLUSTER 4/4 "FIG 14 "PALM 14/12/12/8 "GUM { 7,1PF BENT CHAIN LINK FENCE -� LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 2 "FRUIT 16 "PALM 14 "PALM 10 "BP 0 0 1 "TANGERINE MINN NM -J cn m 0 2 "BP N71'39'24 "W I 0\ > n -o 0 0I O 0 a = D N m CIO 0 -4 zIz m ZONE AE BFE: 12' ZONE BFE: 13' pP 20' PRIVATE DRIVE ACCESS DRAIANGE & UTILITY EASEMENT LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65 SMB 39S, PG 54 N /F: HOWARD & FAITH LEVY PIN: 4- 0006 -18 -018 L _ i 0 U) N N- LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 I CERTIFY THAT IN MY OPINION THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW AND IS SUITABLE FOR RECORDING. 25' DETENTION POND EASEMENT TERR, MAC• COLEMAN GA. , "E r- -'AND SURVEYOR NO. 2486 20' 20' GRAPHIC SCALE: 1"=20' Ln Ct ° Cr) w v s o 0 w m2m i �C , Q O ::;Q ==2 c=3 F :f w rl ! Zt.. -Z0 D g! S LJ F_ F--- C� L 0�= ii . rte _a C/a = T.= Q F— F— d to uJ 0 CSC! C/3 d DATE: 7/16/2013 SCALE: I " =20' JOB #: 13 -170 DRAWN BY: JPA CHECKED BY: MDF SHEET GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO NE CITY OF TYBEE'S LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 2. ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. MANUAL. 3. THE OWNER, OWNER'S REPRESENTATIVES, CITY AND OTHER REGULATORY AGENCIES SHALL HAVE THE RIGHT TO ACCESS THE SITE AT ANY TIME FOR PURPOSES OF OBSERVING WORK PERFORMED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED TO PERFORM WORK SUCH AS RIGHT -OF -WAY ENCROACHMENTS, LINE TAPS, ETC. 5. ALL UTILITIES ARE SHOWN AS APPROXIMATE ON THE PLANS AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. SOME UTILITIES AND SERVICE LINE LOCATIONS ARE UNKNOWN AND NOT SHOWN ON THE PLANS. THIS DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO PROTECT EXISTING UNDERGROUND FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A VALID UTILITY LOCATE TICKET FROM THE GEORGIA UTILITIES PROTECTION CENTER (811 / 800 - 282 - 7411), AND COORDINATION WITH OTHER SUCH LOCAL UTILITIES AS MAY BE REQUIRED. FOR CITY WATER AND SEWER SANITARY LINE LOCATIONS, CONTACT THE UTILITIES PROTECTION CENTER (811 / 800 - 282 -7411) A MINIMUM OF SEVENTY -TWO (72) HOURS PRIOR TO DIGGING. 6. THE CONTRACTOR WILL PROTECT ALL TREES NOTED TO REMAIN WITHIN AND ADJACENT TO NE CONSTRUCTION ZONE. ANY UNAUTHORIZED REMOVAL OF TREES NOTED TO REMAIN WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REESTABLISH TO THE SATISFACTION OF THE ENGINEER. 7. KNOWN SUBSURFACE INFORMATION CAN BE PROVIDED TO THE CONTRACTOR UPON HIS REQUEST, BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE AND EXTENT OF THE MATERIAL TO BE EXCAVATED. THE ENGINEER IN NO WAY GUARANTEES THE NATURE OF THE MATERIAL TO BE EXCAVATED. 8. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BORROW MATERIAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. ALL BORROW MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS AND ORGANIC MATERIAL AND SUFFICIENT TO COMPACT TO A MINIMUM BARRING CAPACITY OF 2,500PSF OR AS OTHERWISE SPECIFIED. 9, ALL ITEMS CLEARED OR DEMOLISHED FROM THE SITE ARE THE PROPERTY OF THE CONTRACTOR UNLESS THEY ARE TO BE REUSED ON THE SITE OR OTHERWISE NOTED. NO BURYING OR BURNING OF DEBRIS WILL BE ALLOWED ON THIS SITE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION TO EXISTING WATER AND SEWER SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF WATER AND SEWER SERVICE WITH THE CITY OF TYBEE ISLAND, WATER AND SEWER SERVICES SHALL BE IN ACCORDANCE WITH THE CITY OF TYBEE LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: CAPALLO FAMILY LP PIN: 4- 0006 -18 -006 175'± TO BUTLER AVENUE LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: WILLIAM H GERINER PIN: 4- 0006 -18 -007 UTILITIES PROTECTION CENTER D g So CA e 8'1 CONTRACTOR IS REQUIRED TO CALL AT LEAST 3 DAYS PRIOR TO START OF CONSTRUCTION 1n N in N cri 10TH PLAC ^_— E ASPHALT (BROKEN) EDGE OF PAVEMENT 0 o c�a 0 0 I o'0 1� ZONE ZO 2' 0 LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 165.00' ■ 24 "OAK TWO STORY RESIDENCE NCR_ Cuc 95 p LOT 4 RE- SUBDIVISION OF FRONT LOT 6 , IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PACK 303 N /F: HARRY J. HEIMAN PIN: 4- 0006 -18 -017 p EN T SSMH !TOP: 9 BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' NAVD 88 15 R�_EDGI T' .. MR NOTE IV f 4 +, ASPHALT/6'ROKEN 165.00' S71'39'24 "E f; 2/12/8 "GUM PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET CHAIN"` LINK FENCE LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 O\ 9 N71'39'24 "W'" (EX. GRATE TOP: 8.60' 3k0 _._.__._�._ la 010 < Z0.- .O.NE. -A I BEE: i2 7. = S1 8'22'36 "\M 0 U) N NE 20' DRAINAGE BASEMENT 20' PRIVATE DRIVE ACCESS & UTILITY EASEMENT ' LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65 SMB 39S, PG 54 N /F: HOWARD & FAITH LEVY PIN: 4-0006-16-018 LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 _ 25' DETENTION POND EASEMENT „ZONE AE E:13 r ZONE" AE BEE i" LOT 7 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MA' BOOK 1, PAGE 303 N/F: 1 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 @COPYRIGHT 2012 ' Mau • In En • ineerin • VICINITY MAP SITE M A L P I\ E N G I N E E R I N G ENGINEERING • PLANNING •DEVELOPMENT PO Box 30685 SAVANNAH, GA 31410 o: 912.667.7757 f: 866.209.4239 THIS SET IS RELEASED FOR CONSTRUCTION REVISIONS NO. DATE DESCRIPTION 0 1 2 4 5 16 17 8 9 D A W S O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron Frances Kaminsky I Oth Mace Tybee Island, Georgia 31325 LEVEL II E &S CERT: #21051 EXP: 10/31/15 EXISTING CONDITIONS PLAN s O 4 20 SCALE: 1° = 20' PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 1 0/09/20 12 DJS C100 JAM 20 ® 2012 NEIL DA W ON, ARCHITECT, PC PREFORMED EXPANSION JOINT FILLER, AFTER CONSTRUCTION CUT BACK 1/4" CAULKING Or COMPACTED SUBGRADE TYP. EXPANSION JOINT PAVEMENT 6" COMPACTED SUBGRADE ADJACENT TO PAVEMENT • -?"‘"'" (TYP. SPACING 6" COMPACTED SUBGRADE 3/8" EXPANSION JOINT *. ' •" TRACTION JOINT (HAND FORM 1/4• DEEP /8'' WIDE) NOTE: CONCRETE USED FOR SIDEWALKS CONTRACTION JOINT SHALL BE DYED '•SAVANNAH BROWN" SIDEWALK SECTIONS LO LC) NOT TO SCALE EDGE 10TH PLACE ASPHALT (BROKEN) •H0 PAVEMEN 21.0' LOT 3 RE—SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 NI/F: PETER GALE GARVIN PIN: 4-0006-18-016 A-) N. I 1 ND N) A 44.3' '5=5, F A MATCH EXISTING PAVEMENT GRASS 19.0' 0 RESI DRY I N 9,, BRUSH #89 STONE IN SURFACE VOIDS POROUS PAVERS WITH MIN. 8% OPEN AREA PAVER, COLOR AND PATTERN TO BE SELECTED BY OWNER 1" OF #89 STONE 12 '' 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0000 000000000000 0 0 0 (:,..c4)c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 C nOnOnOnOnOnOnOnOnOnOr 2' WIDE CONCRETE RIBBON DRIVEWAYS 3,500psi CONC. WITH FIBERvESI- „ONCR 27.3' FLUSH HEALPER CURB PAVERS G S \\ 1HO -- 7 • C' F 165.00' t`r) w LL I 0 0 We4gW0,.1.7-WAVO. -=; 4 4 II z4" )AK f GARAGE FFE =i411.0 / (Ar 4"PAL 12 22.0' 1 LOT 4 RE—SUBDIVISIO\\ OF FRONT LOT 6 IN WARD 3, TOWN OF TYBEE VAR BOOK 1, PAG 303 1\l/F: HARRY J. H IMAN PIN: 4-0006-18—\017 4; M - 51 ROAD WA (SEE NOTE #6) , 12" COMPACTED EXISTING SUBGRADE 3,500psi CONC. W/ FIBERMESH POROLS PAV NOT TO SCALE IRS S71°3924E 2 12/8”GUM \ FENCE LOT 5 RE—SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: TRIPLE C RENTALS, LLC PIN: 4-0006-18-009 SSMH TOP: 9. 0 R 1X.0 ASPHA 0' PORTION OF REACH LOT 65 0.275 ACRE 11,984 SQUARE FEET 0 6" OF #57 STONE BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' QAVD 88 EM ROKFN) ZON E INN' 60' 1:1H0 , 9 0 0) IN ><- 0 00 a- Li- 0 z - 20' DRAINAGE EASEMENT 20' PRIVATE DR VE ACCESS & UTILITY EASENENT LOT A REVISED, RECOMB NATION, LOTS A, B, C-1&C-2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LO T1 65 SMB 39S, PG ,54 N/F: -OWARD & FAT- LEVY PIN: 4-0006-18L018 N71 °39'24"W LOT 6 RE SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: DOROTHY C. LONG PIN: 4-0006-18-010 25' DETENTION P \D EASEMENT LOT 7 RE—SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOO< 1, PAGE 303 N/F:\ 611 PROPERTIES, LLC 4-0006-18-011 @COPYRIGHT 2012 Maupin Engineering, Inc, K J H G F E a C 140010010` D W S 0 N ARCHITECTS 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 dawsonarch.com KAMINSKY BEACH HOUSE Myron Frances Kaminsky I 0th Mace Tybee Island, Georgia 3 I 328 LEVEL II E&S CERT: #21051 EXP: 10/31/15 GRADING PLAN 5 0 10 SCALE: 1° = 10' PROJECT NO. DATE DRAWN BY CHECKED BY 12045.00 11/02/2012 DJ5 A C 200 2 4 5 6 7 8 9 0 2 13 14 5 16 17 18 9 20 JAM �� LIMITS OF DISTURBANCE ASPH A_.T (BROKE Er GE__O =mm Pi` V:. N ASPH AL OKEN N DAW_ SON A R C H I T E C T S EDGE GE PAVEMENT-2 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET L K KAMI NSKY BEACH HOUSE LIMITS OF DISTURBANCE Myron $ Frances Kaminsky 1 0th Mace Tybee Island, Georgia 3 1 328 INITIAL PLAN NK FEN GE LONt BEE� Sd1 A pry EX, GRA FOP. 8, LEVEL 11 E &S CERT: #21051 EXP: 10/31/15 3H10 DOE. OF PAVEMEN - EROSION CONTROL PLAN INITIAL AND INTERMEDIATE EDGE E PAVEMENT 5 O 10 E SCALE: V = 10' D PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET c B LIMITS OF DISTURBANCE PROJECT NO. 12048.00 DATE 11/02/2012 DRAWN BY DJS CHECKED BY JAM INTERMEDIATE PLAN 12 8"GUM 6 10 11 12 13 14 @COPYRIGHT 2012 Maupin Engineering, Inc, 15 16 17 18 19 20 C 20 12 NEIL DAV C 0 N "N 0 U CD 0,, 't-1 o �o Q (y.1_i a_ L!.- Imo' \Jo S --ORY RESIDENCE ONE BFE 31-10 EX. CRATE NI_ _.E -- TOP: �60 +/ _ HO AS' H Al PAVE D A W O N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 dawsonarch.com KAMI NSKY BEACH HOUSE Myron - Frances Kaminsky 1 0th Place Tybee Island, Georgia 31328 GARAGE FFE = PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET LEVEL 11 E &S CERT: #21051 EXP: 10/31/15 EROSION CONTROL PLAN LIMITS OF DISTURBANCE FINAL 5 O 10 4 SCALE: 1" = 10' PROJECT NO. 1 2048.00 DATE I 1/02/2012 DRAWN BY DJs CHECKED BY JAM ('1/"11 -t (�1 \111 Tr1 IT 2 I 3 6 9 I 10 11 2 13 I 14 15 16 17 18 • 19 20 C 300A C 2012 NEtL ©RW5dN, ARGniTECT, PC u so' 6" MIN. ., •o N.S.A. R -2 (1.5 " -3.5 ") COARSE AGREGATE GEOTEXTILE UNDERLINER 2d (Co CONSTRUCTIO\ EXIT A POST -o• • • MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY PLAN 2" MIN. SECTION POST - SEE CHART FABRIC ATTACHED TO POST (REFER TO EROSION CONTROL MANUAL) FABRIC - SEE CHART GROUND UNE FLo :.. XISTING SOIL 6" x 6" TRENCH FlLLED WITH GRAVEL AFTER PLACING FABRIC FILTER FABRIC : EXTENDS INTO TRENCH NOTE: CONSTRUCTION OF SILT FENCE SHALL CONFORM TO THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA' - CHAPTER 6. TEN -ATIV= ACTIVITY SC- EDLL_E MONTH 1 MONTH 2 MONTH 3 MONTH 4 CLEARING AND GRUBBING 2'x2 TREATED WOOD 36' DOT APPROVED FABRIC TYPE B 6' 18" 2 "x2' TREATED WOOD 22" DOT APPROVED FABRIC TYPE C 4' 28' 1.3 Ib /ft STEEL 36. DOT APPROVED FABRIC W/ WWF BA XIN0 SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU NOTES CONSTRUCTION EXIT Co 1. CENTIPEDE ANYTIME 2. LISTED IN 7 Al I fCO \I SEDIMENT BARRIER Sd1 DISTURBED AREA STABILIZATION Ds2 (WITH TEMPORARY SEEDING) DISTURBED AREA STABILIZATION Ds4 (WITH PERMANENT VEGETATION) GRADING PAVING BUILDING CONSTRUCTION TREE PROTECTION INSTALLATION THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY PLAN 2" MIN. SECTION POST - SEE CHART FABRIC ATTACHED TO POST (REFER TO EROSION CONTROL MANUAL) FABRIC - SEE CHART GROUND UNE FLo :.. XISTING SOIL 6" x 6" TRENCH FlLLED WITH GRAVEL AFTER PLACING FABRIC FILTER FABRIC : EXTENDS INTO TRENCH NOTE: CONSTRUCTION OF SILT FENCE SHALL CONFORM TO THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA' - CHAPTER 6. SILT FENCE - TYPE A,B,C Dsl Ds2 7�„ ,xv•-, II. 1' • I CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES - SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE A (O.C. MAX) B (MIN) POST FABRIC TYPE A 6' 30' 2'x2 TREATED WOOD 36' DOT APPROVED FABRIC TYPE B 6' 18" 2 "x2' TREATED WOOD 22" DOT APPROVED FABRIC TYPE C 4' 28' 1.3 Ib /ft STEEL 36. DOT APPROVED FABRIC W/ WWF BA XIN0 SILT FENCE - TYPE A,B,C Dsl Ds2 7�„ ,xv•-, II. 1' • I CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES - SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE WATER DILUTION TYPE OF NOZZLE APPLICATION RATE (GAL /AC) ANIOIC ASPHALT EMULSION 7.1 SPRAY 1200 LATEX EMULSION 12 1/2:1 FINE SPRAY 235 RESIN -IN -WATER EMULSION 4:1 FINE SPRAY 300 SEEDING RATES FOR TEMPORARY & PERMANENT COVER DUST CONTROL ON DISTURBED AREAS MONTH TEMPORARY COVER RATES PER ACRE MONTH PERMANENT COVER RATES PER ACRE MARCH- JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. MARCH- JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. APRIL- AUGUST BROWN TOP MILLET SUDANGRASS PEARL MILLET 40 lbs. 60 lbs. 50 lbs. JULY- AUGUST COMMON BURMUDA (HULLED) & BROWN TOP MILLET COMMON BURMUDA (HULLED) & WEEPING LOVEGRASS COMMON BURMUDA (HULLED) & PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & WEEPING LOVEGRASS & BROWNTOP MILLET WEEPING LOVEGRASS & BROWN TOP MILLET 10 lbs. 10 lbs. 6 lbs. 2 lbs. 6 lbs. 30 lbs. 10 lbs. 60 lbs. 10 lbs. 30 lbs. 2 lbs. 10 lbs. 4 lbs. 10 lbs. SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU NOTES SOD CAN BE USED AS PERMANENT COVER EXCEPT JUNE THROUGH OCTOBER. ORDER OF PREFERENCE. AAICAIT fOACC Ot AAITIAice CU Al I MC Ill II f.LICI1 1. CENTIPEDE ANYTIME 2. LISTED IN 7 Al I fCO \I Ds4 DISTURBED AREA STABILIZATION (WITH SODDING) Ds2 -Ds3 NOTES: .Ra i fi '• Ds4 A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE OR CRITICALLY ERODED LANDS. Ds2 - 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN '14 DAYS OF DISTURBANCE. THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MOUNTHS OF SEPTEMBER THRU DECENBER. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE APPLIED AT A RATE OF 1500 LBS. PER AC. Ds3 - 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF 10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED AT RATE OF 1500 LBS. PER AC. 3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY BE SPREAD BY BLOWER -TYPE SPREADING EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND. MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE. Du EROSION CONTROL NOTES: 1. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBILITY FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 2. NARRATIVE DESCRIPTION: LOCATION: PORTION OF THE MIDDLE PORTION OF BEACH LOT 65 PIN: 4- 0006 -18 -13 NATURE OF WORK: SIZE: GRADING OF SITE NEW RESIDENCE TOTAL LOT ACREAGE: 0.27 AC DISTURBED ACREAGE: 0.805 AC ZONNING CLASSIFICATION: R -2 PHASES: THE WORK WILL BE PERFORMED IN ONE PHASE. THIS PROPERTY IS WITHIN THE 100 - YEAR FLODD ZONE. (COMMUNITY PANEL 13051CO213F SEPTEMBER 29, 2008, ZONE VE, BASE FLOOD ELEVATION 14.0. 3. THERE ARE NO WATERS OF THE UNITED STATES WITHIN 200 FEET OF THE PROJECT ZONE. 4. THERE ARE NO WETLANDS PRESENT ON THE PROPERTY. 5. ALL SUITABLE TOPSOIL WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED VEGETATIVE AREAS PRIOR TO LANDSCAPE INSTALLATION. 6. THE SOILS ON SITE ARE: CuC: Chipley Urban land complex 7. THIS SITE HAS BEEN PREVIOUSLY DEVELOPED 8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER. 10. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL EROSION CONTROL MEASURES ARE INSPECTED DAILY. ANY DEFICIENCIES, INCLUDING SILT REMOVAL, OBSERVED SHALL BE REPAIRED BY THE END OF THAT DAY'S WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A DAILY INSPECTION LOG AND NOTIFYING THE OWNER AND ENGINEER OF ANY DEFICIENCIES IDENTIFIED IN THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE STABILIZED. 11. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT wi'1'ii, LAND DISTURBING ACTIVITIES. 12. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPJEMW,NTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED TO CONTROL OR TREAT Tth SEDIMENT SOURCE. 13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 14. BASED UPON MY INTERPRETATION OF THE FLOODPLAIN MAPS THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD INSURANCE RATE MAP (Community Panel No. 13051 C0326F, Dated: September 26, 2008, Zone "AE12 ") 15. CONTACT INFORMATION: CIVIL ENGINEER: JAY MAUPIN, PE MAUPIN ENGINEERING, INC. PO BOX 30685 SAVANNAH, GA 31410 c: 912.667.7757 f: 866.209.4239 16. ANY ON -SITE FUEL STORAGE TANK MUST BE PROTECTED FROM LEAKS, SPILLS, AND RUPTURE AS PER APPLICABLE CODES. 17. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES 1/2 THE FENCE HEIGHT. { SFO ESTABLISH GRASS STAND. DO NOT ALLOW EROSION GULLIES TO FORM ON SIDES OR INVERT. F 4 • 12" EARTH SWALE NOT TO SCALE @COPYRIGHT 2012 Maupin Engineering, Inc, D AVV S 0 N A R C H I T E C T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 M PH. 1 . 912. 695 .2111 d a w s o n a r c h. c o m K J H G E B A 0 11 2 3 14 16 17 18 19 20 KAMINSKY BEACH HOUSE Myron * Frances Kaminsky 1 0th Place Tybee Island, Georgia 3 1 328 LEVEL II E &S CERT: #21051 EXP: 10/31/15 DETAILS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 11/02/2012 DJ5 D100 JAM 0 20 12 NEILDAWSON, ARCHITECT, PC GENERAL NO I ES: 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO NE CITY OF TYBEE'S LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 2. ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. MANUAL 3. THE OWNER, OWNER'S REPRESENTATIVES, CITY AND OTHER REGULATORY AGENCIES SHALL HAVE THE RIGHT TO ACCESS THE SITE AT ANY TIME FOR PURPOSES OF OBSERVING WORK PERFORMED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED TO PERFORM WORK SUCH AS RIGHT -OF -WAY ENCROACHMENTS, UNE TAPS, ETC. 5. ALL UTILITIES ARE SHOWN AS APPROXIMATE ON THE PLANS AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. SOME UTILITIES AND SERVICE LINE LOCATIONS ARE UNKNOWN AND NOT SHOWN ON THE PLANS. THIS DOES NOT RELIEVE THE CONTRACTOR FROM 1-115 RESPONSIBILITY TO PROTECT EXISTING UNDERGROUND FACILITIES. NE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A VALID UTILITY LOCATE TICKET FROM THE GEORGIA UTILITIES PROTECTION CENTER (811 / 800 - 282 - 7411), AND COORDINATION WITH OTHER SUCH LOCAL U11U11ES AS MAY BE REQUIRED. FOR CITY WATER AND SEWER SANITARY LINE LOCATIONS, CONTACT THE UTIUTIES PROTECTION CENTER (811 I 800 -282 -7411) A MINIMUM OF SEVENTY -TWO (72) HOURS PRIOR TO DIGGING. 6. THE CONTRACTOR WILL ANY UNAUTHORIZED REMOVAL OF TREES NOTED TO NOTED TO WILL AIBE THE RESPONSIBILITY OF THE CONTRACTOR O ZONE. REESTABUSH TO THE SATISFACTION OF THE ENGINEER. 7. KNOWN SUBSURFACE INFORMATION CAN BE PROVIDED TO THE CONTRACTOR UPON HIS REQUEST, BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE AND EXTENT OF THE MATERIAL TO BE EXCAVATED. THE ENGINEER IN NO WAY GUARANTEES THE NATURE OF NE MATERIAL TO BE EXCAVATED. 8. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BORROW MATERIAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. ALL BORROW MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS AND ORGANIC MAttNIAL AND SUFFICIENT TO COMPACT TO A MINIMUM BARRING CAPACITY OF 2,500PSF OR AS OTHERWISE SPECIFIED. 9. O BE REUSED ON THE SITE OR OTHERWISE NOTED. SITE NO BURYING PROPERTY OF OF DEBRIS WILL BE ALLOWED ON THIS SITE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION TO EXISTING WATER AND SEWER SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF WATER AND SEWER SERVICE WITH THE CITY OF TYBEE ISLAND, WA ILK AND SEWER SERVICES SHALL BE IN ACCORDANCE WITH THE CITY OF TYBEE LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: CAPALLO FAMILY LP PIN: 4- 0006 -18 -006 175'± TO BUTLER AVENUE LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: WILLIAM H GERINER PIN: 4- 0006 -18 -007 UTILITIES PROTECTION CENTER Dig ;Safe y. CAI I 81' CONTRACTOR IS REQUIRED TO CALL AT LEAST 3 DAYS PRIOR TO START OF CONSTRUCTION N U, I l I ZONE AE BFE :12 Z0 BFE:11 3H0 -' 10TH ©' ASPHALT (BROKEN) EDGE OF PAVEMENT LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 P TWO STORY RESIDENCE ET MOM INNIM 11.01110111•111■1011•1•1■110MIN WINO MOM .9))\ X11 s z Co c0 \12� - e CMF 165.00' �,. - 2 4 0 •■■ MINI! MI. I Cuc co co LOT 4 RE- SUBDIVISION OF FRONT LOT 65, IN WARD 3, TOWN OF I TREE MAP BOOK 1, PAG 303 N /F: HARRY J. H MAN PIN: 4- 0006 -18 -017 Q ALM 2_� IPE X BENT 4 ' A X10 5SMH TOP: 9 - _3H x.15' ROAD?! mu NO 18) hCI) S7 '39'24"E — co' s, 65.00' c(0 0. PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET 4 12/12/8 "GUM CHAINX LINK FENCE LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' NAVD 88 3H ED E OF PAVE EN ASPHALT/(E3ROKEN '10� 4>' © z 17- IN © z w IQ Q z 010 o: U- 0- }� Qo ZONE AE BEE: 12' Z ONE EX. GRATE INLET TOP: 8.60' + /- 3H0 • (0 oo N) N N N F 20' DRAINAGE E\ASEMENT _20' PRIVATE DIVE ACCESS & UTILITY EASEMENT N71'39'24 "W\ LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT t 65 SMB 39S, PG 54 N /F: HOWARD & FAITH LEVY PIN: 4- 0006 -1 -018 L�� T I U, LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 25' DETENTION P EASEMENT PY zw 0 Z o Q N U 0 Q I N <C < -5-;(10 0 ce a w `z o ZONE AE ZONE AE BFE: 14' LOT 7 E- SUBDIVISION OF FRONT LOT 66, IN W RD 3, TOWN OF TYBEE MA BOOK 1, PAGE 303 N/F 1 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 nSI - -rids VICINITY MAP a Ty R p, ATE M AU P I N E N G I N E E R I N G ENGINEERING • PLANNING • DEVELOPMENT PO Box 30685 SAVANNAH, GA 31410 o: 912667.7757 f: 866209.4239 THIS SET IS RELEASED FOR CONSTRUCTION SVISIONS NO. DATE DESCRIPTION 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PFI. 1 . 912 . 695 . 2111 d a 'IN s o n a r C h. C a 11!1 KAMINSKY BEACH HOUSE Myron $ trances Kaminsky 1 0th Place Tybee Island, Georgia 3 1 328 LEVEL II E&S CERT: #21051 EXP: 10/31/12 EXISTING CONDITIONS PLAN s 0 20 SCALES 1` .' 20' PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 0109/20 I 2 DJ5 JAM CAULKING EXPANSION JOINT FlLLER. AFTER CONSTRUCTION CUT BACK 1/4' 6' COMPACTED SUBGRADE TYP. EXPANSION JOINT '« •:T t3 PAVEMENT J t--- -l. -Q. e- COMPACTED SUBGRADE ADJACENT TO PAVEMENT SPAUNG) 3/8' EXPANSION JOINT .4::_4'•_.4'•.: 6" COMPACTED SUBGRADE CONTRACTION JOINT ON (HAND 1//44- DEEP NOTE: CONCRETE USED FOR SIDEWALKS SHALL BE DYED `SAVANNAH BROWN' SIDEWALK SECTIONS NOT TO SCALE \v, ZONE AE BFE:11 ZONE AE�- BFE:12 3 HO 77-10- 3HO ? 10TH PLACE �c EDGE 0 ASPHA (BROKE \) AV VEN 21.0' LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 .- 41.8' n do �J 1 to �C �1Lo \ s�QW V` J �"o*� Vl 4...V\f2" F por -t ' ' Oi r, 4. J ui a,\,e \1464- 44, jr1SpeC,4-- \r) 0.•,-kt., 0:0 ,--eo d',r-e) 0, uirl l'bio.J61, a e- ©} os \\N_ -WO STORY RI.SIDE \C_ CONCRETE IPa, � M { CH EXISTING H'O 12" BRUSH #89 STONE IN SURFACE VOIDS POROUS PAVERS WITH MIN. 8% OPEN AREA PAVER, COLOR AND PATTERN TO BE SELECTED BY OWNER 1" OF #89 STONE ,.;: ... is - 44c) 0 0 0 0 0 0 0 0 0 0 4 a o a o a a i >Opt� 000000000000oo0 0 000 C 0000000°00000 °0 °0°000 000�0�0 ©Q ©O�Q00 0 C n n n n n n n n n n r 12" COMPACTED EXISTING StJBGRADE 3,500psi CONC. W/ FIBERMESH POROUS PAVEMENT NOT TO SCALE ]1-4_ .� 15' ROAD WA SSMH OP: 9.4 0 — PA-VT` M F N T 1 (SEE NOTE' #6) 24.0' -j---• - 23.3' ---I S71 °39'24 "E rol s� p A5=5.0 . 4' WALK 4 R 4 ( CMF 1 165.00' GARAGE FFE _ J 11.09/ • "OAK ED q5 "PA 4'. WAL 22.0' _v1 LOT 4 RE- SUBDIVISION\ OF FRONT LOT 64, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAG 303 N /F: HARRY J. H OMAN PIN: 4- 0006 -18 --,017 1 ` 479PA M\ IPE,� °°EN I 4 3 H 6" OF #57 STONE (BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' ,,NAVE) 88 EDGE 0 ZONE AE 2' BFE: EX. GRA ` INLET OP: 8.60' ; /- 3�J 3H0 !. PAVE EN (0- ASPHA_%(B • 165.00' co PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET 1 2/1 2/8"CUM i J CHAINX _INK FENCE- LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N/F: F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 1 1 7-0 ,0 ROKEIN 9 0) c0 1 1 N71 °39'24 'W\ 0 N N ZON BFE: '13 PP 20' DRAINAGE AE ASEMENT 20' PRIVATE DRIVE ACCESS & UTILITY EASEENT LOT A REVISED, RECOMB NATION, LOTS A, B, C -1&C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LO 65 SMB 39S, PG 54 N /F: HOWARD & FATH LEVY PIN: 4- 0006 -180 -018 LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 25' DETENTION POND EASEMENT LOT 7 E- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE Mgr BOOK 1, PAGE 303 N /F: 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 @COPYRIGHT 2012 Maupin Engineering, Inc. 10 2 14 5 6 7 18 19 _ C 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky 10th Place Tybee island, Georgia 31 32e LEVEL 11 E &S CERT: #21051 EXP: 10/31/12 GRADING PLAN 10 t SCALE: V = 10' PROJECT NO. DATE DRAWN BY CHECKED BY 012N A 2045.00 11/02/2012 DJs JAM 9 10 11 12 13 14 15 16 17 18 19 20 F E B EDGE 0 3HO LIMITS OF DISTURBANCE ASPHA_T (BROKEN) F • N: • ,coN E 11H0-7-7 - 0 - • PAVEM EN I MIMS 11111111111111111111111111111111111111111111111111=111 SSM -OP: 9.40' EX. GRA BE L: E NLET OP: 8.60' /- HO zi BFE:13 ■ A A N 0 INITIAL PLAN EDGE 0 2 " -3 HO ZONL BEE:11 _V Ds1 Ds2 (0 0)* PORTION OF BEACH LOT 65 0275 ACRE 11,984 SQUARE FEET LIMITS OF DISTURBANCE 2/12/8”GUM CHANX-k _INK FENCE SSMH 0 OP: 9.40' - CON ORE v EDG E 0 PAV L BFE: 12' EX. GRA-E INLET OP: 8.60'+/- H0 EM N co' cb LTMITS OF DISTURBANCE ASP A (BROKEN) A Sd 1-A Ds2 Ds2 ( PORTION OF BEACH LOT 65 0275 ACRE 11,984 SQUARE FEET A INTERMEDIATE PLAN \ 0 \ (0 NNN <o -, (0 2 0 Ds2 LIMITS OF DISTURBANCE 41/12/12/8”GUM co* <0, ZONE AE BFE:13' @COPYRIGHT 2012 Maupin Engineering, Inc J It F E 0 A 1 2 3 - 4- 6 7 9 10 11 12 13 14 - :i5 16 17 18 19 20 DAWSON ARCHITECTS 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 .912 . 695 .2111 dawsonarch.com KAMINSKY BEACH HOUSE Myron Frances Kaminsky I 0th Place Tybee Island, Georgia 31328 LEVEL II E&S CERT: #21051 EXP: 10/302 EROSION CONTROL PLAN INITIAL AND INTERMEDIATE PROJECT NO. 12045.00 DATE I 110212012 DRAWN BY DJ5 CHE-CKED BY JAM 0 2012 NEIL DAV6014, ARCHITE , PC S` LIMITS OF DISTURBANCE ASPHA (BROKEN) PORTION OF BEACH LOT 65 0275 ACRE 11,984 SQUARE FEET A 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912. 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky 1 4th Place Tybee Island, Georgia 31325 LEVEL II E&S CERT: #21051 EXP: 10/31/12 EROSION CONTROL PLAN FINAL S 0 10 Ii r SCALE: 1' = 10' PROJECT NCB_ 1 2048.00 DATE 11/02/2012 DRAWN BY DJ5 CHECKED BY JAM SOOA 0 2 4 15 C€1 11 I - _ _ 1L 13 10 1/ # IB I 1Y I = LU- f. sck P 10°1° N01 6" MIN. N.S.A. R -2 (1.5" -3.5') COARSE AGREGATE GEOTEXTILE UNDERLINER (Cop CONSTR;UCTION F;XIT A PLAN POST 2 MIN. SECTION - SEE CHART FABRIC ATTACHED TO POST (REFER 10 EROSION CONTROL MANUAL). FABRIC - SEE CHART GRMIND, UNE L 6'x6' TRENCH' FILLED WADI GRAVEL AFTER PLACING FABRIC FILTER FABRIC- : EX1ENDS INTO WRENCH NOTE: CONSTRUCTION OF SILT FENCE SHALL CONFORM TO THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA' - CHAPTER 6. Shc- SILT FENCE — TYPE A,B,C (ac max) (AflN) POST FABRIC TYPE A 6' 31" 2`x2` IREA1EED WOOD 36' DOT APPROVED-FABRIC TYPE 8 - 6' 18" 2'x2' TREAJED- WOOD 22' DOT APPROVED FABRIC TYPE C 4' 28" 1.31b/It STEEL 36' DOT APPROVED BApQ FABRIC W/ 1V6 Shc- SILT FENCE — TYPE A,B,C MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY Ds1 Ds2 N ' r . - - ,.. II�� CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES -SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE TENTATIVE ACTIVITY SCHEDULE MONTH 1 MONTH 2 MONTH 3 MONTH 4 CLEARING AND GRUBBING 1200 LATEX EMULSION 12 1/2:1 FINE SPRAY 235 RESIN -IN -WATER EMULSION 4:1 FINE SPRAY 300 40 lbs. 60 lbs. 50 lbs. JULY— AUGUST COMMON BURMUDA (HULLED) & BROWN TOP MILLET COMMON BURMUDA (HULLED) & WEEPING LOVEGRASS COMMON BURMUDA (HULLED) & PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & WEEPING LOVEGRASS & BROWNTOP hill I FT WEEPING LOVEGRASS & BROWN TOP MILLET 10 lbs. 10 lbs. 6 lbs. 2 lbs. 6 lbs. 30 lbs. 10 lbs. 60 lbs. 10 tbs. 30 lbs. 2 lbs. 10 lbs. 4 lbs. 10 lbs. SEPT.— FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU CONSTRUCTION EXIT Co SOD CAN BE USED AS PERMANENT COVER JUNE THROUGH OCTOBER. ORDER OF PREFERENCE. A .If.IT f.O AM OI A. /T.t/.0 CUJ AI I or all it ,'utn 1. CENTIPEDE ANYTIME EXCEPT 2. LISTED IN 7 All OCO«f SEDIMENT BARRIER Sdl DISTURBED AREA STABILIZATION Ds2 TEMPORARY SEEDING) (WITH DISTURBED AREA STABILIZATION Ds4 VEGETATION) (WITH PERMANENT GRADING PAVING BUILDING CONSTRUCTION . TREE PROTECTION INSTALLATION THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY Ds1 Ds2 N ' r . - - ,.. II�� CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES -SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE WATER DILUTION TYPE OF NOZZLE APPLICATION • RATE (GAL /AC) ANIOIC ASPHALT EMULSION 7.1 SPRAY 1200 LATEX EMULSION 12 1/2:1 FINE SPRAY 235 RESIN -IN -WATER EMULSION 4:1 FINE SPRAY 300 SEEDING RATES FOR TEMPORARY & PERMANENT COVER DUST CONTROL ON DISTURBED AREAS MONTH TEMPORARY COVER RATES PER ACRE MONTH PERMANENT COVER RATES PER ACRE MARCH— JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. MARCH— JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. APRIL— T AUGUST BROWN TOP- MO I FT SUDANGRASS PEARL M #LEFT 40 lbs. 60 lbs. 50 lbs. JULY— AUGUST COMMON BURMUDA (HULLED) & BROWN TOP MILLET COMMON BURMUDA (HULLED) & WEEPING LOVEGRASS COMMON BURMUDA (HULLED) & PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & WEEPING LOVEGRASS & BROWNTOP hill I FT WEEPING LOVEGRASS & BROWN TOP MILLET 10 lbs. 10 lbs. 6 lbs. 2 lbs. 6 lbs. 30 lbs. 10 lbs. 60 lbs. 10 tbs. 30 lbs. 2 lbs. 10 lbs. 4 lbs. 10 lbs. SEPT.— FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU NOTES SOD CAN BE USED AS PERMANENT COVER JUNE THROUGH OCTOBER. ORDER OF PREFERENCE. A .If.IT f.O AM OI A. /T.t/.0 CUJ AI I or all it ,'utn 1. CENTIPEDE ANYTIME EXCEPT 2. LISTED IN 7 All OCO«f Ds4 DISTURBED AREA STABILIZATION (WITH SODDING) Ds4) A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE OR CRITICALLY ERODED LANDS. Ds2 —Ds3 NOTES: Ds2 — 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN 14 DAYS OF DISTURBANCE. THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MOUNTHS OF SEPTEMBER THRU DECENBER. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE APPLIED AT A RATE OF 1500 LBS. PER AC. Ds3 — 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF 10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED AT RATE OF 1500 LBS. PER AC. 3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY BE SPREAD BY BLOWER —TYPE SPREADING EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND. MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE. Du EROSION CONTROL NOTES: 1. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBILITY FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA". 2. NARRATIVE DESCRIPTION: LOCATION' PORTION OF THE MIDDLE PORTION OF BEACH LOT 65 PIN: 4- 0006 -18 -13 NATURE OF WORK: GRADING OF SITE NEW RESIDENCE SIZE: TOTAL LOT ACREAGE: 0.27 AC DISTURBED ACREAGE 0.805 AC ZONNING - CLASSIFICATION: R -2 PHASES_ THE WORK WILL BE PERFORMED IN ONE PHASE. THIS PROPERTY IS WITHIN THE 100— YEAR FLOOD ZONE (COMMUNITY PANEL 13051CO213F SEPTEMBER 29, 2008, ZONE VE, BASE FLOOD ELEVATION 14.0. 3. THERE ARE NO WATERS OF THE UNITED STATES WITHIN 200 FEET OF THE PROJECT ZONE. 4: THERE ARE NO WETLANDS PRESENT ON THE PROPERTY. 5: ALL SUITABLE TOPSOIL WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED VEGETATIVE AREAS PRIOR TO LANDSCAPE INSTALLATION. 6. THE SOILS ON SITE ARE: CuC: Chipley Urban land complex 7. THIS SITE HAS BEEN PREVIOUSLY DEVELOPED 8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER. 10. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL EROSION CONTROL MEASURES ARE INSPECTED DAILY. ANY DEFICIENCIES, INCLUDING SILT REMOVAL, OBSERVED. SHALL BE REPAIRED BY THE END OF THAT DAYS. WORK.. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR MAINTAINING A DAILY INSPECTION LOG AND NOTIFYING THE OWNER AND ENGINEER OF ANY DEFICIENCIES IDENTIFIED IN THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UN11L DISTURBED AREAS ARE STABILIZED. 11. TEE ESCAPE OF SEDIMENT FROM THE SITU' SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 12. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES: NOT PROVIDE_ FOR EFFECTIVE . EROSION CONTROL, ADDITIONAL_ EROSION AND SEDIMENT CONTROL. WILL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABJTJZRD WITH MULCH OR TEMPORARY SEEDING. 14. BASED UPON MY INTERPRETATION OF THE FLOODPLAIN MAPS THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD INSURANCE RATE MAP (Community Panel No. 13051 C0326F, Dated: September 26, 2008, Zone "AE12") 15. CONTACT INFORMATION: CIVIL ENGINEER: JAY MAUPIN, PE MAUPIN ENGINEERING, INC. PO BOX 30685 SAVANNAH, GA 31410 c: 912.667.7757 f: 866.209.4239 16. ANY ON —SITE FUEL STORAGE. TANK MUST BE PROTECTED FROM LEAKS, SPILLS, AND. RUPTURE AS PER APPLICABLE_ CODES.- 17. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES 1/2 THE FENCE HEIGHT. ESTABLISH GRASS STAND. DO NOT ALLOW EROSION GULLIES TO FORM ON SIDES OR INVERT. 12" EARTH SWALE NOT TO SCALE @COPYRIGHT 2012 Maupin Engineering, Inc. 0 11 12 14 15 6 17 18 19 - 20 D A W S O N A- R C 13 I T E C T S 1020 Bryan Woods Loop, Suite 4 Savannah, Ga 34410 PH. 1 . 912 . 695 -.2111 d- a w s. o n. a. r. c h t c o. xn KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Place Tybee Island, Georgia 3 1 328 LEVEL II E &S CERT: #21051. EXP: 1.0/31./1.2. DETAILS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1/02/2012 DJs JAM 0 2012 NEIL DAWSON, ARCIIITECT, 1 4- 16 - I- - 9 GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY OF TYBEE'S LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 2. ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. MANUAL. 3. THE OWNER, OWNER'S REPRESENTATIVES, CITY AND OTHER REGULATORY AGENCIES SHALL HAVE THE RIGHT TO ACCESS THE SITE AT ANY TIME FOR PURPOSES OF OBSERVING WORK PERFORMED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED TO PERFORM WORK SUCH AS RIGHT -OF -WAY ENCROACHMENTS, UNE TAPS, ETC. 5. ALL UTILITIES ARE SHOWN AS APPROXIMATE ON THE PLANS AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. SOME UTIUTIES AND SERVICE LINE LOCATIONS ARE UNKNOWN AND NOT SHOWN ON THE PLANS. THIS DOES NOT REUEVE THE CONTRACTOR FROM HIS RESPONSIBIUTY TO PROTECT EXISTING UNDERGROUND FACIUTIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A VALID UTILITY LOCATE TICKET FROM THE GEORGIA UTIUTIES PROTECTION CENTER (811 / 800 - 282 - 7411), AND COORDINATION WITH OTHER SUCH LOCAL UTIUTIES AS MAY BE REQUIRED. FOR CITY WATER AND SEWER SANITARY UNE LOCATIONS, CONTACT THE UTIUTIES PROTECTION CENTER (811 / 800 - 282 -7411) A MINIMUM OF SEVENTY -TWO (72) HOURS PRIOR TO DIGGING. 6. THE CONTRACTOR WILL PROTECT ALL TREES NOTED TO REMAIN WITHIN AND ADJACENT TO NE CONSTRUC11ON ZONE. ANY UNAUTHORIZED REMOVAL OF TREES NOTED TO REMAIN WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REESTABUSH TO THE SATISFACTION OF THE ENGINEER. 7. KNOWN SUBSURFACE INFORMATION CAN BE PROVIDED TO THE CONTRACTOR UPON HIS REQUEST, BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE AND EXTENT OF THE MATERIAL TO BE EXCAVATED. THE ENGINEER IN NO WAY GUARANTEES THE NATURE OF THE MATERIAL TO BE EXCAVATED. 8. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BORROW MATERIAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. ALL BORROW MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS AND ORGANIC MATERIAL AND SUFFICIENT TO COMPACT TO A MINIMUM BARRING CAPACITY OF 2,500PSF OR AS OTHERWISE SPECIFIED. 9. ALL ITEMS CLEARED OR DEMOUSHED FROM THE SITE ARE THE PROPERTY OF THE CONTRACTOR UNLESS THEY ARE TO BE REUSED ON THE SITE OR OTHERWISE NOTED. NO BURYING OR BURNING OF DEBRIS WILL BE ALLOWED ON THIS SITE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION TO EXISTING WATER AND SEWER SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF WATER AND SEWER SERVICE WITH THE CITY OF TYBEE ISLAND, WATER AND SEWER SERVICES SHALL BE IN ACCORDANCE WITH THE CITY OF TYBEE LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. PORTION OF BEACH LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8 &9 N /F: CLAUDE F & CAROLYN ROYAL PIN: 4 -0006 -18 -004 LOT 1 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: CAPALLO FAMILY LP PIN: 4- 0006 -18 -006 175'± TO BUTLER AVENUE LOT 2 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: WILLIAM H GERINER PIN: 4- 0006 -18 -007 UTILITIES PROTECTION CENTER Dig ;Safe y. CAI I 811 CONTRACTOR IS REQUIRED TO CALL AT LEAST 3 DAYS PRIOR TO START OF CONSTRUCTION iA N N M^ ZONE AE BFE:12 zONE AE BFE: 3HO 10TH PLACE ASPHALT (BROKEN) rr EDGE OF PAVEMENT CO ix0 c0 0 �WQV00 CL I oocv o< 0 ° ,11 ozo-J I cr ow o' z \ a. . �a \ \ "c4 \ 11\ N '. CO \ \ 1 2 \ 24 t AK TWO STORY RESIDENCE ' }0s. COi GRATE pP — - -- - AD LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 CMF 165.00' WPM LOT 4 RE- SUBDIVISION\ OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAC 303 N /F: HARRY J. H 'MAN PIN: 4- 0006 - 18017 ONION Cuc �O o' 0 iPF X BENT /f 4 "`ALM` SSMH TOP: 9. H BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' NAVD 88 ZONE A.E BFE:12' ZONE AE BFE: 13' EX. GRATE INLET I TOP: 8.60'+/ - 3N , 3H© :771P)* 15' RO WA EDGE OF PAVEMEN �b - ) W / (0 ,4 "+ ASPHAL T/(BROKEN) S71'39'24 "E — 0' 165.00' _ W (t) _ ;10 \ 0 \ x \ 0 \ \ 16P 9 \ 0)' PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET 4.12/12/8 "GUM ^ CHAIN< LINK FENCE 4( LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 „ov0 MOOR .01.0 N71'39'24 "W N N co 20' DRAINAGE E\ASEMENT 20' PRIVATE DRIVE ACCESS & UTILITY EASEP(IENT 0 us N N LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT L011 65 SMB 39S, PG 54 N /F: HOWARD & FAITH LEVY PIN: 4-0006-181-018 LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 h' _25' DETENTION P EASEMENT LOT 7 RE- SUBDIVISION OF FRONT LOT 66, IN W RD 3, TOWN OF TYBEE MA' BOOK 1, PAGE 303 N /F� 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 7(W O Z t- O Q �fV U o Q FW I Q X 0 O CL `8 � r ZONE AE ZONE NE AE BFE: 14' E: 13' @CD R YRIGHT 01 Mau In En a rin a VICINITY MAP 0 st_ 707, sr SITE 7Qu 7j0 P/ V.a4.„ .�y c.''tnn Re-t,iE. 111 M A U P I N E N G I N E E R I N G ENGINEERING • PLANNING • DEVELOPMENT PO Box 30685 SAVANNAH, GA 31410 o: 912.667.7757 f: 866.209.4239 THIS SET IS RELEASED FOR PERMITTING REVISIONS NO. DATE DESCRIPTION 0 4 -- 15° 6 17- 18 19 20 DAUBS -O -N A R° C H l T E C T _S- 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky 1 0th Place Tybee Island, Georgia 31328 LEVEL 11 E &S CERT: #21051 EXP: 10/31/12 EXISTING CONDITIONS PLAN 20 SCALE: 1' = 20' PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 1 0/09/20 12 DJ5 C100 20 NEIL DA N, ARCH JAM CAULKING . -12 ON 12, AFTER 8' COMPACTED SUBGRADE TYP. EXPANSION JOINT EXPANSION JOINT FILLER. SRRUCTION CUT BACK 1/4 PAVEMENT 6- COMPACTED SUBGRADE ADJACENT TO PAVEMENT (Tr?. SPACING; EXPANSION JOINT 6' COMPACTED SUBGRADE CONTRACTION JOINT CONTRACTION JOINT 3/8 FORM 1/4- DEEP NOTE: CONCRETE USED FOR SIDEWALKS SHALL BE DYED 'SAVANNAH BROWN" SIDEWALK SECTIONS NOT TO SCALE 10TH PLACE ZOI BFE W o z U CD 0 LLi ,< 0 0 0 Q- LI-- O. • E AE 3HO ASPHA (BROKEN) EDGE 0= PAVEMEN 21.0' • ZONE BEE: 41.8' JI WO S ORY RESIDENCE CO>>'CR= CH EXISTING 1HO 12" 9" BRUSH #89 STONE IN SURFACE VOIDS �� POROUS PAVERS WITH MIN. 8% OPEN AREA - - PAVER, COLOR AND PATTERN TO BE SELECTED BY OWNER 0V00000 o o ° °o °o °o °o °o °o o °°c 00°0 0 0�0� 0 0000Q000°C t'00 (f00 O °O °O° 0_0_0_0 00 'C 0004c 12" COMPACTED EXISTING SUBGRADE 3,500psi CONC. W/ FIBERMESH POROUS PAVEMENT NOT TO SCALE S S M H ][10._ — - 15' ROADWAY OP: 9. 0 MENT 24.0' -f- -- 23.3 —I-1 (SEE NOTE #6) S71 °39'24 "E 3HO z`W o z 0 1" OF #89 STONE i— N 6" OF #57 STONE U n O Q W N x o 0 0 � J 0 LI- 0- u- < 0 BENCH MARK: MAC NAIL IN ASPHALT ELEV. 9.42' t.NAVD 88 EDGE OF PAVEMEN ZONE AE EX. GRA -E I\ OP: 8.60'+/ - ]HO 00° ASPHA 0). 165.00' ABROKEN ) J ZONE AE 13' t5=5 4' WALK LL. Lj 0 4'. W4L GARAGE FFE = 11.9/ / /C LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 2 CIv1 F 165.00' V N 24" AK • 97 A 22.0' M LOT 4 RE- SUBDIVISION OF FRONT LOT 6$ , IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAG 303 N /F: HARRY J. H IMAM PIN: 4- 0006 - 18-,017 • P X 9 r A Ili rNT 2/12/87 CU — —X CHAIN PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET IK TENCE LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 NI/F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 0 94 A h 0 N 20' DRAINAGE ASEMENT 20' PRIVATE DRIVE ACCESS & UTILITY EASEMENT LOT A REVISED, RECOMB° NATION, LOTS A, B, C-1&C-2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOIl 65 SMB 39S, PG 54 N /F: HOWARD 8c FAXH LEVY PIN: 4-0006-18L-018 N71 °39'24 "W LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 - 25' DETE\TION POND EASEMENT 1 LOT 7 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MA BOOK 1, PAGE 303 N /F: 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 @COPYRIGHT 2012 Maupin Engineering, Inc. t 2 1 4 1b 17 18 A R C H °I T E C 7 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMI NSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Place Tybee Island, Georgia 3 132e LEVEL II E&S CERT: #21051 EXP: 10/31/12 GRADING PLAN s 0 SCALE: 1' = 10' PROJECT NO. DATE DRAWN BY CHECKED BY 10 1 2048.00 11/02/2012 DJS 2012 Wff i3AW5ON, ARgi1T JAM PC 4 8 i 10 11 ( 12 i 13 14 15 b 17 i 18 i 19 ( 20 SSMH -OP: 9.40' EX. GRATE IN TOP: 8.60- f - �HO �i In ]HO �H PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET LIMITS OF DISTURBANCE CJ_ 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912.695 .2111 dawsonarch.com KAMINSKY BEACH HOUSE Myron * Frances Kaminsky I Oth Place Tybee Island, Georgia 31328 INITIAL PLAN SSMH OP: 9.40' EX. GRATE OP: 8.60' BFE: \ LET /- -- o ;HO ]HO LIMITS OF DISTURBANCE ASPHA (BROKEN) EDGE OF PAVEiv1ENTJ ASPHA LEVEL II E &S CERT: #21051 EXP: 10/31/12 EROSION CONTROL PLAN INITIAL AND INTERMEDIATE PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET LIMITS OF DISTURBANCE S 0 II 10 SCALE: 1° = 10' PROJECT NO. 1 2048.00 DATE I 1 102/20 12 DRAWN BY DJS CHECKED BY JAM INTERMEDIATE PLAN 4/` 2/12/8 "GUM 0 12 13 14 15 16 @COPYRIGHT 2012 Maupin Engineering, Inc, 8 9 = 20 ©I 2 tc DA VJSt}N> ARC1iCfECP; ,PG TWO S -ORY RESIDENCE EDGE O= PAVEMENT .45=5. 4' WALK '4'W4 GARAGE FEE = PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET R G -N l T E C ,T= =S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMINSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Place Tybee Island, Georgia 3 1 328 ti0R G Eq 0 tr 4 rt__ No. 23 58 dik*. \4Y A. MA ONAL LEVEL II E &S CERT: #21051 EXP: 10/31/12 EROSION CONTROL PLAN LIMITS OF DISTURBANCE FINAL SCALE: 1" = 10' PROJECT NO. 1 2048.00 DATE I 1/02/2012 DRAWN by DJ5 CHECKED DY JAM 16 -2 C 300A 201 2 NEI A DN U 1L- 13 10 -- -- 1 - - 1, 1 1 1Y `_ I LU 0 001 N01 0110- so, MAN 6° MIN. I N.S.A. R -2 (1.5° -3.5 °) COARSE AGREGATE GEOTEXT1LE UNDERUNER 20 Co) ( CONSTRUCTION EXIT A PLAN 2" - SEE CHART FABRIC ATTACHED TO POST (REFER TO EROSION CONTROL. MANUAL) - FABRIC - SEE CHART �- GROUND LINE O V SECTION • D. • a. SOIL G" x 6' TRENCH RLLED WITH GRAVEL AFTER PLACING FABRIC F�TER FABRIC : EXTENDS INTO TRENCH NOTE: CONSTRUCTION OF SILT FENCE SHALL CONFORM TO THE 'MANUAL FOR EROSICH AND SEDIMENT CONTROL IN GEORGIA" - CHAPTER 8. SILT FENCE A (ac MAX) B NV MONTH 2 MONTH 3 TYPE TYPE A 6' 30° 2'x2' TREATED WOOD .16' DOT APPROVED FABRIC TYPE 8 6' 18° 2'x2" TREATED WOOD 22° DOT APPROVED FABRIC TYPE C 4' 28° 1.3 got STEEL .36' 'T APPROVED FABRIC wI Wt# BAcAIN6 SILT FENCE MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY Ds1 Ds2 - TYPE A, B , C ��' JI`�' .t i CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES -SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE TENTATIVE ACTIVITY SCHEDULE MONTH 1 MONTH 2 MONTH 3 MONTH 4 CLEARING AND GRUBBING 1200 LATEX EMULSION 12 1/2:1 FINE SPRAY 235 RESIN -IN -WATER EMULSION 4:1 FINE SPRAY 300 40 lbs. 60 lbs. 50 tbs. JULY- AUGUST COMMON BURMUDA (HULLED) & BROWN TOP MILLET COMMON BURMUDA (HULLED) & WEEPING LOVEGRASS COMMON BURMUDA (HULLED) & PENSACOLA BAHIA & BROWN TOP MIt I FT PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & WEEPING LOVEGRASS & BROWNTOP MILLET WEEPING LOVEGRASS & BROWN TOP MILLET 10 lbs. 10 lbs. 6 lbs. 2 lbs. 6 lbs. 30 lbs. 10 lbs. 60 lbs. 10 lbs. 30 lbs. 2 lbs. 10 lbs. 4 lbs. 10 lbs. SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU CONSTRUCTION EXIT Co SOD CAN BE USED AS PERMANENT COVER EXCEPT JUNE THROUGH OCTOBER. ORDER OF PREFERENCE. "DACC fll A..Tfil.0 CLI AI I flC f,111"tarn 1. CENTIPEDE ANYTIME 2. LISTED IN 7 All flCflfAAkICf17. SEDIMENT BARRIER Sdl DISTURBED AREA STABILIZ TION o s21 TEMPORARY SEEDING (WITH DISTURBED AREA STABILIZATION Ds4 (WITH PERMANENT VEGETATION) GRADING PAVING BUILDING CONSTRUCTION TREE PROTECTION INSTALLATION THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY Ds1 Ds2 - TYPE A, B , C ��' JI`�' .t i CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES: *TEMPORARY METHODS: - MULCHES -SPRAY ON ADHESIVES - TILLING - IRRIGATION - BARRIERS - CALCIUM CHLORIDE *PERMANENT METHODS - PERMANENT VEGETATION - TOPSOIL -STONE COVER *CHEMICAL CONTROL ADHESIVE ADHESIVE WATER DILUTION TYPE OF NOZZLE APPLICATION RATE (GAL /AC) ANIOIC ASPHALT EMULSION 7.1 SPRAY 1200 LATEX EMULSION 12 1/2:1 FINE SPRAY 235 RESIN -IN -WATER EMULSION 4:1 FINE SPRAY 300 SEEDING RATES FOR TEMPORARY Sc PERMANENT COVER DUST CONTROL ON DISTURBED AREAS MONTH TEMPORARY COVER RATES PER ACRE MONTH PERMANENT COVER RATES PER ACRE MARCH- JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. MARCH- JUNE COMMON BERMUDA (HULLED) WEEPING LOVEGRASS 10 lbs. 4 lbs. APRIL- AUGUST BROWN TOP MILLET SUDANGRASS PEARL MILLET 40 lbs. 60 lbs. 50 tbs. JULY- AUGUST COMMON BURMUDA (HULLED) & BROWN TOP MILLET COMMON BURMUDA (HULLED) & WEEPING LOVEGRASS COMMON BURMUDA (HULLED) & PENSACOLA BAHIA & BROWN TOP MIt I FT PENSACOLA BAHIA & BROWN TOP MILLET PENSACOLA BAHIA & WEEPING LOVEGRASS & BROWNTOP MILLET WEEPING LOVEGRASS & BROWN TOP MILLET 10 lbs. 10 lbs. 6 lbs. 2 lbs. 6 lbs. 30 lbs. 10 lbs. 60 lbs. 10 lbs. 30 lbs. 2 lbs. 10 lbs. 4 lbs. 10 lbs. SEPT.- FEBRUARY RYE (MOST WINTER HARDY) RYEGRASS BARLEY WHEAT 3 BU 40 lbs. 3 BU 3 BU NOTES SOD CAN BE USED AS PERMANENT COVER EXCEPT JUNE THROUGH OCTOBER. ORDER OF PREFERENCE. "DACC fll A..Tfil.0 CLI AI I flC f,111"tarn 1. CENTIPEDE ANYTIME 2. LISTED IN 7 All flCflfAAkICf17. Ds4 DISTURBED AREA STABILIZATION (WITH SODDING) Ds4j A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE OR CRITICALLY ERODED LANDS. Ds2 -Ds3 NOTES: Ds2 - 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN 14 DAYS OF DISTURBANCE. THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MOUNTHS OF SEPTEMBER THRU DECENBER. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE APPLIED AT A RATE OF 1500 LBS. PER AC. Ds3 - 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF 10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION. 2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED AT RATE OF 1500 LBS. PER AC. 3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPUED AT A RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY BE SPREAD BY BLOWER -TYPE SPREADING EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND. MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE. Du EROSION CONTROL NOTES: 1. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBIUTY FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 2. NARRATIVE DESCRIPTION: LOCATION: PORTION OF THE MIDDLE PORTION OF BEACH LOT 65 PIN: 4- 0006 -18 -13 NATURE OF WORK: GRADING OF SITE NEW RESIDENCE TOTAL LOT ACREAGE: 0.27 AC DISTURBED ACREAGE: 0.805 AC ZONNING CLASSIFICATION: R -2 PHASES: THE WORK WILL BE PERFORMED IN ONE PHASE. THIS PROPERTY IS WITHIN THE 100 - YEAR FLODD ZONE. (COMMUNITY PANEL 13051CO213F SEPTEMBER 29, 2008, ZONE VE, BASE FLOOD ELEVATION 14.0. 3. THERE ARE NO WATERS OF THE UNITED STATES WITHIN 200 FEET OF THE PROJECT ZONE. 4. THERE ARE NO WETLANDS PRESENT ON THE PROPERTY. 5. ALL SUITABLE TOPSOIL WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED VEGETATIVE AREAS PRIOR TO LANDSCAPE INSTALLATION. 6. THE SOILS ON SITE ARE: CuC: Chipley Urban land complex 7. THIS SITE HAS BEEN PREVIOUSLY DEVELOPED 8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA ". 9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBIUTY OF THE OWNER. 10. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL EROSION CONTROL MEASURES ARE INSPECTED DAILY. ANY DEFICIENCIES, INCLUDING SILT REMOVAL, OBSERVED SHALL BE REPAIRED BY THE END OF THAT DAYS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A DAILY INSPECTION LOG AND NOTIFYING THE OWNER AND ENGINEER OF ANY DEFICIENCIES IDENTIFIED IN THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE STABILIZED. 11. THE ESCAPE OF SEDIMENT FROM THE SHE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 12. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFE(mVX EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 14. BASED UPON MY INTERPRETATION OF THE FLOODPLAIN MAPS THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD INSURANCE RATE MAP (Community Panel No. 13051C0326F, Dated: September 26, 2008, Zone AE12") 15. CONTACT INFORMATION: CIVIL ENGINEER: JAY MAUPIN, PE MAUPIN ENGINEERING, INC. PO BOX 30685 SAVANNAH, GA 31410 c: 912.667.7757 f: 866.209.4239 16. ANY ON -SITE FUEL STORAGE TANK MUST BE PROTECTED FROM LEAKS. SPILLS. AND RUPTURE AS PER APPUCABLE CODES. 17. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES 1 /2 THE FENCE HEIGHT. ESTABLISH GRASS STAND. DO NOT ALLOW EROSION GULLIES TO FORM ON SIDES OR INVERT. 12° • EARTH SWALE NOT TO SCALE @COPYRIGHT 2012 Mo.upin Engineering, Inc, 0 12 14 6 7 18 19 20 -- DA SON A R C H 1 T E_ C .T S 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 RH. 1 . 912 . 695 .2111 dawsonarch.com KAMI NSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Place Tybee Island, Georgia 3 1 328 LEVEL II E&S CERT: #21051 EXP: 10/31/12 DETAILS PROJECT NO. DATE DRAWN BY CHECKED BY 1 2048.00 I 1/02/20 12 DJS D100 012 NEIL DAWSON; JAM P C H C 1.37 16"PALM SLOPED WALKWAY PORTION OF LOT 65 TOWN OF TYBEE MAP BOOK 2, PAGE 8$9 N /F: JULIA S. MCELROY PIN: 4- 0006 -18 -005 (SEE NOTE #6) L ZONE AE BFE: / 2, LOT 3 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N /F: PETER GALE GARVIN MN: 4- 0006 -18 -016 1 0.60 14 "PALM WATER 0 SPIGOT 10.18 1 2.59 I 4"PALM LOT 4 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N /F: HARRY J HEIMAN PIN: 4-0006,-18-017 12 "GUM / LOT A REVISED, RECOMBINATION, LOTS A, 5, C- I $C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 65; SMB 395, PG 54 N /F: HOWARD $ FAITH LEVY PIN: 4-0006-18-018 LOT 5 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4 -0006- 18 -009 LOT 6 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 I+/f: DOROTHY C. LONG PIN: 4- 0006 - 18 -010 LOT 7 RE- SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK I , PAGE 303 N /F: 6 I I PROPERTIES, LLC PIN: 4-0006-15-01 I 1020 Bryan Woods Loop, Suite 1 Savannah, Ga 31410 PH. 1 . 912 . 695 .2111 d a w s o n a r c h. c o m KAMI NSKY BEACH HOUSE Myron $ Frances Kaminsky I Oth Mace Tybee Island, Georgia 3 1 328 SITE PLAN PKOJECT NO. DATE DKAWN BY CHECKED BY 1 2048.00 10/10/2012 JJMLIB /KW ND SITE PLAN zo TWO STORY RESIDENCE BENCH MARK: MAG NAIL IN ASPHALT ELEV. 9.42' NAVD 88 Z 0 a. a a. U 1 -30i2- b as.,.s SSMH TOP: O\`CRE TE ZONE AE 2' BEE: EX. GRATE INLET TOP: 5.60' + /— ASPHALT (BROKEN S71•39'24 'E tEva a Ens #21051 EXPi 10 31/12 EDGE OF PAVEMENT BASRA A =2;890 SF A (IMPERVIOUS) = 1,782, SF 20' DRAINAGE EASEMENT 20' PRIVATE DR VE ACCESS & UTILITY EASEMENT 4', w MAUPIN ENGINEERING, inc. GARAGE FFE PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET LOT A REVISED, RECOMBINATION, LOTS A, B, C -1 &C -2 OF A SUBDIVISION OF THE E :STERN 225' OF FRONT LO 65 SMB 39S, PG ,54 N /F: HOWARD & FAITH LEVY PIN: 4- 0006 -181 -018 0 z. 0_W LU D Q 0 :z Lu BASIN C 4,ePALM 12/1 /8"GUM 165.00' LINK FENCE N71'39'24 "W' LOT 3 RE— SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: PETER GALE GARVIN PIN: 4- 0006 -18 -016 LOT 4 RE— SUBDIVISION\ OF FRONT LOT 6Q, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: HARRY J. H4MAN PIN: 4- 0006 -18 -017 LOT 5 RE— SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: TRIPLE C RENTALS, LLC PIN: 4- 0006 -18 -009 LOT 6 RE— SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAP BOOK 1, PAGE 303 N /F: DOROTHY C. LONG PIN: 4- 0006 -18 -010 LOT 7 RE— SUBDIVISION OF FRONT LOT 66, IN WARD 3, TOWN OF TYBEE MAI? BOOK 1, PAGE 303 N /F: 1 611 PROPERTIES, LLC PIN: 4- 0006 -18 -011 SCALE, t• = 10` DRWN, DJs 10/09/12 cram, JAM 10/09/12 z c_ W 0 0 z Z z 0 z a. w Z z W KAMINSKY BEACH HOUSE 40 NOT RELEASED FOR CONSTRUCTION P,CTNO. 000-00 -00 SHEET NO. ^ }� ,1f F) IINSKY LOT DRAINAGE PLANDWG VICINITY MAP NOT TO SCALE LEGEND BENCH MARK • IRF IRON ROD FOUND 0 IPS IRON PIPE SET • CMF CONCRETE MONUMENT FOUND PP POWER POLE SSMH SANITARY SEWER MANHOLE -- OHPL -- OVERHEAD POWER UNE - -SAN -- SANITARY SEWER LINE IE INVERT ELEVATION PRB PLAT RECORD BOOK SMB SUBDIVISION MAP BOOK PIN PARCEL IDENTIFICATION NUMBER BFE BASE FLOOD ELEVATION SITE DATA AREA: 0.275 ACRES; 11,984 SQUARE FEET ZONING: R -2 PIN: 4- 0006 -18 -013 PROPERTY ADDRESS: 10TH PLACE, TYBEE ISLAND, GA REFERENCE: 1. PLAT RECORD BOOK D, PAGE 52. 2. PLAT RECORD BOOK B, PAGE 232. 3. PLAT RECORD BOOK B, PAGE 356 4. MAP BOOK 1, PAGE 303. 5. MAP BOOK 2, PAGES 8 &9. 6. SUBDIVISION MAP BOOK 39S, PAGE 54. UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1 -800 -282 -7411 NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! NOTES: 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA EAST ZONE, NAD 83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 C0326F, EFFECTIVE DATE: 9/26/2008, BASE FLOOD ELEVATION: 11' & 12', NAVD 88. 6. PROPERTY SUBJECT TO RIGHTS AND EASEMENT OF THE RECTANGULAR STRIP OF ROADWAY ALONG THE NORTHERN BOUNDARY. SEE DEED BOOK 179V. PAGE 628 AND DEED BOOK 141F, PAGE 403. I i 'T47 ig /4, P0107ON OP N/ . 1d4 TOWN 8Fq F 9 pF Cy A/N U�F� k�2CA 8pT 66 006 1e -Y&'9 `r8.0 4 ROYgL RF`SU LOT wg i - p� OI4S/ pN N /FgA8p3 Tp °T 66 OF PIN: : CAP ALLk 7, p GF+�'8 4,0006--18--006 30S£F LA I I I 1 I i I RF`SU LOT 2 006 D 1 O F RpNLOT 66 B TW N qP Ok 3 N j 4-R F 001 i I I I I Rt ` SU e '0j1,! � 3 ! p T N 3T0 wN OpWARD F 16 ££ p NOT 6 ' 14qA 9001C LEOF N/F P 4 O6gR /A. '' 20NE n ti °F-131\1114' E F BFE. 12 ` 1 £ OF P,4VFgI qtT �BR CMF h ^N Two o£NEy KG- iv` \\ \ 12 "dUM \jC'. l 24 "OAK a' w -11_l (LA T RE-CORD I I A0F 52) co O. 14 "PALM saw alp BENCH MARK: MAG NAIL IN ASPH ELEV. 9.42' NAVD 88 ALT /7 ./ PORTION OF BEACH LOT 65 0.275 ACRE 11,984 SQUARE FEET WATER 1 SPIGOT / 0 ■IPF $EkIT 114^ PALM / 12/12/8 "GUM R£. I I (A(q T ----1p` �O ()ix + RFCORO $00 t� CNAlNkt 11\F £7UC£ tor SU S ! Mq gR%Ai Dtorf ON of Al/P: I ep�, TOwN 66 P//V: 7/1P e £ C 7 p'`�G ' 03 4--0006--18--009 R £ ,3p FF --00 3 LtC I I P„40 £ \ N 12 "GUM 23� 16 "PALM 14 "PALM 14 "GUM 0 20' ORAJNq Un lVq T£ D YASF.tl£NT £qS£ N� CCFSS JPP r ` LOTS �S£� /.07" q 0!T p70 F0F H 1 &C 2q OPN, N/F y� 8 39ST L�SJFR q PIN: WA1t,0 � ;L:LV 22= 4.00 & r` 06Y �� 8 l P7YO I p!• R£-- SU O l6 OF C.07' pF8 FRN LOT6 , 4,4P Opk 1 y GF 3oAl/P: oQHc1G 4�O6,18--00 i I i I IN �F`SU COT N Mq WARD I Ai �Qtorl066 OF I P! ' 11 ■PROP PqG£ ' ££ 0006- !''t8lFS tL I011 C I I I I I I / / / I / I I I SURVEY DATE: 9/6/2012 20' 10' 0' AE0z. 20' GRAPHIC SCALE: 1"= 20' c 4 I U U 0 C' STR F0 No. 11261 PROFESSIONAL NO DATE REVSION DRAWING TITLE: TOPOGRAPHIC SURVEY SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: TAH 1 " =20' 120352 9/8/2012 JPA SHEET NO: 1/1