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11-0027 Kahn
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 07/20/2011 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 #: 110027 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME BALDWIN KAHN CONTACT ADDRESS PO BOX 23329 CONTACT CITY STATE ZIP SAVANNAH GA 31403 -3329 PROPERTY ADDRESS 14 TENTH PL APPROVED BY: ,a-- 0 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 BUILDING PERMIT ENGINEERING SERVICES DATE ISSUED: 07/19/2011 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 NEW RESIDENTIAL BLDG - SF 14 TENTH PL BALDWIN KAHN PO BOX 23329 SAVANNAH GA 31403 -3329 912 -238 -9260 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH GA 31410 2311 P $4,642.50 $200,000.00 ENGINEERING SERVICES TOTAL BALANCE DUE: PERMIT #: 110027 R14k/ $ 218 75 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. 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 rl rev: BY DAVIS ENGINEERING, INC.° 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695 -7262 dkdbus©gmail.com INVOICE July 19, 2011 Invoice #21101602 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 07 -14 -11 0.25 hours Site visit 07 -15 -11 0.25 hours 07 -16 -11 0.25 hours Site visit 07 -18 -11 0.25 hours Site visit & discussion w/H Scott 07 -19 -11 0.25 hours Final Site visit & concurrence w /site improvements 1.25 hours @ $175 /hour = $218.75 Total Due This Invoice To the best of my knowledge and belief, base on my experience and site observations, the drainage improvements meet the requirements of the permit. 12S -t( .-o a? L0113IaA V-A- PO ��� ` ��G 4 ��C e e \ . ��3 ' ����p 1 ����, ��2 e ���� e r g G e ��a ` ` ����` �� ��` _ a y s $ O 3 e o t O ��a ��p 3 2 p 2 D y ��O n { ��S G r e t @ O �� e s - ����s % . e ��\ G " ' " ���� Q a a { \ ( ��a " r Q ��e ��� ��g N 2 1 2 d s ��, ��" t ��t ��a t ��' �� G " . ������ Q J u l y 1 8 , 2 0 1 1 C i t y o f T y b e e I s l a n d P l a n n i n g a n d Z o n i n g D e p a r t m e n t P . O . B o x 2 7 4 9 T y b e e I s l a n d , G a 3 1 3 2 8 A t t n : M s . D i a n n e O t t o R E : 1 4 T e n t h P l a c e L u b a r R e s i d e n c e T y b e e I s l a n d , G e o r g i a D e a r M s . O t t o : E M C E n g i n e e r i n g S e r v i c e s , I n c . h a s i n s p e c t e d t h e c o m p l e t e d s i t e w o r k a t 1 4 T e n t h P l a c e . B a s e d o n o u r s i t e o b s e r v a t i o n a n d t h e i n f o r m a t i o n p r o v i d e d b y S h o r e l i n e C o n s t r u c t i o n , E M C E n g i n e e r i n g c e r t i f i e s t h a t t h e d r a i n a g e s y s t e m h a s b e e n i n s t a l l e d i n g e n e r a l a c c o r d a n c e w i t h t h e o r i g i n a l d e s i g n . C e r t i f y m e a n s t o s t a t e o r d e c l a r e a p r o f e s s i o n a l o p i n i o n o f c o n d i t i o n s w h o s e t r u e p r o p e r t i e s c a n n o t b e k n o w n a t t h e t i m e s u c h c e r t i f i c a t i o n w a s m a d e , d e s p i t e a p p r o p r i a t e p r o f e s s i o n a l e v a l u a t i o n . A d e s i g n p r o f e s s i o n a l ' s c e r t i f i c a t i o n o f c o n d i t i o n s i n n o w a y r e l i e v e s a n y o t h e r p a r t y f r o m m e e t i n g r e q u i r e m e n t s i m p o s e d b y c o n t r a c t o r o t h e r m e a n s , i n c l u d i n g c o m m o n l y a c c e p t e d i n d u s t r y p r a c t i c e s . I f y o u s h o u l d h a v e a n y q u e s t i o n s p l e a s e d o n o t h e s i t a t e t o c a l l m e ( 9 1 2 - 6 4 4 - 3 2 0 2 ) . S i n c e r e l y , D a n i e l W . F i s c h e r , R L A P r o j e c t M a n a g e r - I g - 1 , 1 e r 0 o ( e 4 - z ) w Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, July 08, 2011 12:47 PM To: Paul S. Scott Cc: Joe Wilson; Dianne Otto Subject: 14 10th Place Paul, I( -0 °2'1 As we discussed, an observer of your site, advised the City on Wednesday that there had been a blowout in the filter fabric used for sediment barrier around your site. I called you prior to visiting the site. You advised that the sediment barrier had been damaged by a delivery truck Wednesday afternoon and that over the next couple of weeks the fabric fence may be down in short segments during the day for access and put back up ar the end of the day. When I visited the site around 6pm last evening I found the fabric to be sagging almost to the ground in places on the south side of the site. Tying the top to the wire mesh should help prevent this. On Center Street, another builder simply put up a wood fence and attached the fabric to the top wood rail. Whatever works.... within reason. I'm sending you three pictures. One is showing the silt fence down. The other two are of the lanes on the north and south sides of your site. It is obvious based on the color of the sand on your site (which has been disturbed) and the darker soils in the portions of the lanes and on the adjacent properties that a significant amount of sand has migrated from your site onto the adjacent lanes. Please remove this sand promptly and contain in on your site. The Director of DPW in the past has cleaned downstream lines and billed the contractor. We wish to avoid this. Please assist us in preventing sand from unnecessarily entering Tybee's storm system. I will revisit your site again today around 5pm unless you request another time. Downer City of Tyuee Island • Community Developn.ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ke}:\ iii` INTERNATIONAL CODE COUNCIL' MEMBER Permit No. i 1- D 0 2 7 Date Requested Owner's Name L 0 (7, Date Needed Gen. Contractor C k o r e I. ,-,_.� Subcontractor Contact Information -Po u Project Address I I P n I. Scope of Work LS Inspector Inspection Date of Inspection 'D i - I Pass LI Fail El Fee D5-60 iJe Qrvei + Q •er . ace ',n \,-33 -5C. i •) S Or\ c 0,se e\,Q,(cx,Ae6 Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail El Fee Gi e La ! 1, (9 t1' 3 OK -C,, Ici hove_ ' ( o3' role) ‘0 5,4e5 1.-2.) ih 2: Ok - Inspection Pass ❑ Fail ❑ Fee 9ron -k ci, 01 s44( kid U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION 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. 14 10 PLACE Company NAIC Number City State ZIP Code CITY OF TYBEE ISLAND GA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NUMBER 3, TYBEE ISLAND; CHATHAM COUNTY PARCEL ID: 4 -0006 -17 -002 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 31.9999 °N Long. 080.8457 °W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 12 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: to obtain flood insurance. ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State GA 84. Map /Panel Number 13051 C0326 B5. Suffix F B6. FIRM Index Date 09/26/2008 B7. FIRM Panel Effective /Revised Date 09/26/2008 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) *11' + 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 (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date ❑ CBRS ❑ OPA ® No 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 Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCAL Vertical Datum NAVD 88 Conversion /Comments N/A a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.9 *24.4 N/A. N /A. *12.8 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. ® feet ® feet ❑ feet ❑ feet ® feet ® feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / 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 licensed land surveyor? ® Yes ❑ No Certifier's Name Joseph A. Hale, Jr. Title Registered Land Surveyor Address 6 Mall Court Signature A License Number GA RLS# 2886 Company Name Kern - Coleman & Co., LLC City Savannah Date 07/13/2011 State GA Telephone 912 - 354 -8400 ZIP Code 31406 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 10th PLACE Policy Number City CITY OF TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW 07/13/2011 r. .r f aq REAR VIEW 07/13/2011 :MY lir I r t .R IFI LEFT SIDE VIEW 07/13/2011 k k± j RIGHT SIDE VIEW 07/13/2011 + a City of Je Island • Community Develo- it Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL' MEMBER Permit No. / 1 - O< ) 7-7 Date Requested "7/ v'i 1.) 1 Owner's Name [_lJ r- i Date Needed %a ). II Gen. Contractor - -'-- -- -f_3 i j -. Subcontractor Contact Information Project Address ,.- Scope of Work Inspector d4 Inspection Date of Inspection, Pass Inspecti ✓6 I .J . ti v>Jr� >^ r� +- :Dom .0 Pass hA- 4-6,//// ® Fee Fee Inspection Pass El Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of _ _ aee Island • Community Develoi. -dent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Owner's Name r!`l.J`'- Date Needed // Gen. Contractor -)7 L/ rJ%� Subcontractor Contact Information f`�- -) -1 g C/4 - 76' Project Address / : r..-n) 1 -4 L,. Scope of Work AJi�. ) >� Inspector --r / Date of Inspection ` %� Inspection C I" - le---- Pass 0 Fee Date Requested Ilrek mama INTERNATIONAL CODE CODNCIC MEMBER Inspection 1,9 - !`�/ Pass Fail •. Fee Inspection Inspection -� 7) z. Pass ,, Fail (......./ fee Pass ❑ Fail ❑ Fee Jul 1911 02:17p MOWERS CONSULTING, LLC 9123490199 p.1 Jui lb 11 1 tf ::isa Paul Scott From :CITY OF TEE ;ISLAND 912 78€ 953g 912-897-1366,, . 0711812011 09:24 Georgia Energy Code Compliance Certificat * (Builder Insulation Co. HVAC Co. velope informatio Flat ceiling/roof ,Eaderior wall %Attic knee wall ''Basement stud wall Crawlspace stud wall Foundation slab Cantilevered floor Fenestration: Window U- factor Skylight U- factor Glazed Door 1f -factor J ' T! iv; Cosa l ay. �,::... OGeec4ce �ielc rr cwt eC chi r Mechanical Summary Water Heater installed by: Water Heater Type: 'Gas EI io CrK r (explain) Energy Factor: Contact Info Contact Info Contact Info Slopelvault ceiling Attic knee 4 wat sheathing Basement continuous Crawlspace continuous Above grade mass wall Floor over unconditioned space Other Insulation Window SHGC Skyl ighi SHGC Opaque Doors U-factor ( <50% glazed) CCChaT� a11.J -94 '11 t, r —/ .-I 2 Number of Heating and Cooling Systems (air handlers) Healing Type: Gas 'r Source Hest Pump i Other Efficiency: AFUE HSPF Cooling System Type: (Direct Expansion, Hems Pump, Geathermet, Etc.). Cooling System SEER: Tole, House Heating Load taw& based on ACCA Man. J or other approved rnetnodotogy) Total House Cooling Load (Btufh based on ACCA Man. Jar other approved methodology) Coaling Sensible Load (Bluth) Coaling Latent Load (Btulh) Total Air Handier CFM (Based on Design/Calculations) €)2r AFC. i. :2:13 Heating and Cooling Calculations Performed by (Name)( a.to 4a.7 fir` `Certificate shall be readily accessible and posted on the electrical distribution panel or air handier. List primary type when there Is more than one value for each component (i.e. certificate shall list the value covering the largest area) The certificate shall be corn • Wed r the builder or - •' lered des • • essional. ^ 1 Q tF'a c ."-- 0 -/! `Cdr^ -, A11 fl- r• W Pr jJ%A. IV AC cwt eC chi r Mechanical Summary Water Heater installed by: Water Heater Type: 'Gas EI io CrK r (explain) Energy Factor: Contact Info Contact Info Contact Info Slopelvault ceiling Attic knee 4 wat sheathing Basement continuous Crawlspace continuous Above grade mass wall Floor over unconditioned space Other Insulation Window SHGC Skyl ighi SHGC Opaque Doors U-factor ( <50% glazed) CCChaT� a11.J -94 '11 t, r —/ .-I 2 Number of Heating and Cooling Systems (air handlers) Healing Type: Gas 'r Source Hest Pump i Other Efficiency: AFUE HSPF Cooling System Type: (Direct Expansion, Hems Pump, Geathermet, Etc.). Cooling System SEER: Tole, House Heating Load taw& based on ACCA Man. J or other approved rnetnodotogy) Total House Cooling Load (Btufh based on ACCA Man. Jar other approved methodology) Coaling Sensible Load (Bluth) Coaling Latent Load (Btulh) Total Air Handier CFM (Based on Design/Calculations) €)2r AFC. i. :2:13 Heating and Cooling Calculations Performed by (Name)( a.to 4a.7 fir` `Certificate shall be readily accessible and posted on the electrical distribution panel or air handier. List primary type when there Is more than one value for each component (i.e. certificate shall list the value covering the largest area) The certificate shall be corn • Wed r the builder or - •' lered des • • essional. 03/25/2011 13:14 FAX 9123309681 PIlOulilIll 6 A.J. GL, oia,Road Pooler, GA 31322 2 001 /006 FAX Yo: _ . x,1.7 /1-9ire Phone: Fax phone: CC; Date: Number of pages including cover sheet: From: Phone: 912- 330 -9991 Fax: Cell: Nextel: REMARKS: ❑ Urgent ❑ For yaw revicw Ader-firlt- (y) Uins; N.11F- DP :.,51-C ❑ Reply ASAP ❑ Please comment 03/25/2011 13 14 FAX 9123309681 Probuild East 6 AJ Garcia Rd Pooler, GA 31324 Phone: 9123309991 QUOTE BY; Mike Coffe SOLD TO; SHORELINE PROPERTIES Matt Taylor PO #: [NE NO. 002/006 JELWWEN QUOTE #: JMIK01967 SHIP TO: PROJECT NAME; Tybee REFERENCE: LOCATION BOOK CODE UNIT NET UNIT QTY EXTENDED DESCRIPTION PRIG PRICE PRICE) ECD3760 Frame Size : 37 3/8 X 60 Reline EX Clad Double Hung, Brilliant White Exterior, Pine Primed Interior, Nail Fin (Standard), Standard DripCap, 4 9/16 Jamb, No Finger Plows, White Jambliner, White Hardware, BetterVue Mesh Brilliant White Screen, DP 50, Insulated Low -E Annealed Glass, Preserve Film, Argon Filled, 7/8" Bead SDL w /Perm Wood Brilliant White SEX, Light Bronze Shadow Bar, Colonial Top Lite(s) Only 2 Wide 1 High Top GlassThlck 0.7095, Clear Opening; 33.825w, 26.113h, 6.133 sf Pay 2010,4.0.2ea/PDV 5,403 (1111e/10) NW Line- 1 A Rough Opening:38 1/8 X 60 3/4 E� viewed from Exfi r*or. scaI 1/4" =1' Line- 2 B Rough Opening:38 1/8 X 52 3/4 !Rowed from exterior. Buie; 1/4" a 1• --t37 15 EC03752 Frame Size : 37 3/8 X 52 Reline Et Clad Double Hung, Brilliant White Exterior, Pine Primed Interior, Nail Fin (Standard), Standard Drlpcap, 4 9/16 Jamb, No Anger Plows, White Jambliner, White Hardware, BeiberVue Mesh Brilliant White Screen, DP 50, Insulated Low -E Annealed Glass, Preserve Fllm, Argon Filled, 7/8" Bead SDL w /Perm Wood Brilliant White SDL, Light Bronze Shadow Bar, Colonial Top Lite(s) Only 2 Wide 1 High Top GlassThlck= 0.7095, Clear Opening: 33.825w, 22.113h, 5.194 sf PEV 2010 a.o.zae/PciV 5403 (11/18/10) NW QQ- 2.6.0.656 cust-046613 Quote Date: 2/2/2011 Page 1 of 3 (Pncas are subject to change.) IMIK01967. 2/4/2011 - 10 :26 AM Drawings are for visual reference only and may not be to exact ais. Ali orders Last Modified: 2/4/2011 are subject to review by IELD -WEN 03/25/2011 13'.14 FAX 9123309681 [j 003/006 [LINE NO. LOCATION ROOK CODE UNIT NET UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE PRICE Une- 3 C Rough Operiing :36 3/4 X 36 3/4 Viewed from Warier. Sala: 1/4" =1' ECC3636 Frame Size : 36 X 36 Siteline EX Clad Casement, Brilliant White Exterior, Pine Primed Interior, Nail Fn (Standard), Standard bripCap, 4 9/16 Jamb, 4/4 Thick, Hinge Left, Folding Handle, White Hardware, Concealed /Stainless Hardware, 1 DP 50, Insulated Low -E Annealed Glass, Preserve Rim, Argon Filled, 7/8" Bead SDL w /Perm Wood Brilliant White SAL, Light Bronze Shadow Bar, Colonial 2 Wide 1 High BetterVue Mesh Brilliant White Screen, GIassThidc- 0.7095, Clear Opening: 28A11w, 31.585h, 6.143 sf PEV 2010.4.0.288/PDV SA03 (11/1100) NW ADJUSTED SIZE TO MEET EGRESS Une- 4 C Rough Opening:36 3/4 X 36 3/4 Viewed from Exbei4or. Scale: 1/4" - 1' ECC3636 Frame Size : 36 X 36 Siteline EX Clad Casement, Brilliant White Exterior, Pine Primed Interior, Nail Fin (Standard), Standard DripCap, 4 9/16 Jamb, 4/4 Thick, Hinge Right, Folding Handle, White Hardware, Concealed /Stainless Hardware, - DP 50, Insulated Low -E Annealed Glass, Preserve Film, Argon Filled, 7/8" Bead SDL w /Perm Wood Brilliant White SDL, Light Bronze Shadow Bar, Colonial 2 Wide 1 High BetterVue Mesh Brilliant White Screen, GlassThick- 0.7095, Clear Opening: 28.011w, 31.585h, 6.143 sf PEV 2010.4.Q.286/PDV 5.403 (11 46 /10) NW ADJUSTED SIZE TO MEET EGRESS 3 Line- 5 D Rough Opening:24 3/4 X 24 3/4 Viewed from lzberlon Scale: 1/2" = V EC24FRDS Frame Size : 24 X 24, RADA 12 Siteline DC Clad Geometric, Direct Set Full Round Brilliant White Exterior, Pine Primed Interior, Nall Fin (Standard), 4 9/16 iamb, 4/4 Thick, OP 50, Insulated Low -E Annealed Glass, Preserve Film, Argon Filled, GlassThick4.7095, rev 2010.4.0.288/PDV 5.403 (11ftW14) NW HAD TO ADJUST SIZE QQ- 2.6.0.666 cust-046613 Quote Date: 2/2 /2011 Page 2 of 3 (Prices ere subject to change.) JMIK0 19 6 7 - 2/4/2011 - 10 :26 AM Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by 3ELD-WEN 03/25/2011 13:14 FAX 9123309681 Z004/006 LINE NO. LOCATION BOOK CODE SUE INFO DESCRIPTION Line- 6 E Rough Opening:30 3/4 X 30 3/4 Viewed from Exterkm Nosier 1/4" . V QQ- 2.6.0.666 cult- 096613 Quota Date; 2/712011 UNIT NET UFUT QTY EXTENDED PRICE PRICE EC30FRD5 Frame Size : 30 X 30, RAD= 15 Si eine EX Clad Geometric, Direct Set Full Round arilllant White Exterior, Pine Primed Interior, NaN Fin (Standard), 4 9/16 Jamb, 4/4 Thick, ,.mp DP 50, Insulated Low-E Annealed Glass, Preserve Rim, Argon Filled, GlassThida■0.7095, PEV 2010.4.O24 /P 5403 (11/36/10) NW Total: $12,634.48 Sub Total: $12,634.48 CHATHAM COUNTY $884.41 NET TOTAL: $13,518.89 Total Unit: 28 Page 3 of 3 (Prices are subject W charge.) J14IK01967.2/4/2011. 10:26 AM Drawings are for *mat reference only and may not be to exact scale. AM orders Last Modified; 7/4/2011 are subject to review by JELD -WEN 03/25/2011 13 14 FAX 9123309881 3/25/2011 005/006 Page 2 of 4 03/25/2011 13:14 FAX 9123309681 * in accordance with AAMAjWDMWCSA 101/1.S.2/A440- 06 and -05. FS skylights we WOMA Hallmark certliled. See vavvamdraa.corn, Haan** No. 426-H (not apple to copper -Clad variants) "* 06 variant is tested and WOMA Halmsrk certified for Wind- borne debris impact, in accordance with ASTM E1886 and ASTM 61096. Rated for Wind Zone 3, Milleile Level C, Cycle Pressure +5w-SO 04 glass;1itmpened over laminated HS (0.030" ineerleyer) 05 glass: Tempered ~tempered 06 glass: Tempered over laminated HS (0.090" interiayer) 0B gam: Same as 04, with white interlsy r 10 glass: Hemp. over laminated temp. (0.030° lrrleriayer) With kind regards, Kelly Kay Customer Service Representative VELUX America Inc. 1418 Evans Pond Road PO Box 5001 Greenwood Sc 29648-5001 Telephone direct: 864-941-5365 0 kelly.kny0VELUX.cam WWW www.vel LQfl 3/25/2011 City of Tee Island • Community Developn.znt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. //- 7O ? r2 Owner's Name Gen. Contractor f5/104:77-, Date Requested �Z Date Needed I/3/// <.L Inmslk INTERNATIONAL CODE comm. MEMBER . , Subcontractor Contact Information 7 Project Address ) `t Scope of Work - J .s F- Inspector Inspection Pass Date of Inspection pi=t7J {Deb,. E •l r64. -4 fit rgit Fee r� Q Inspection 1 - Pass PQL� i)iE- (2Q�},j�Jv F�5 0J4l{z,L0 ( r�-ou i 0 ,� r f%1� , Lie (,G q-} fJik�. J nspection Pass Hrti,64.4 , L „ (._;(1,7Q, to, Fee Fee Inspection Pass — • it Fee \> �3,1. 1fi,7.�Gr�. - J3,1),T- RLU,L,Tz; !� r City of „bee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext, 114 Fax 9127€9539 Permit No. ate Requested Owner's Name /_ /,)/' -4 {ate Needed Gen. Contractor - !C,.:.i Subcontractor Contact Information ; ,z- 7/ , %' G � INTERNATIONAL CODE COUNCIL' MEMBER Project Ade r: ess / s `,J-74/1 /� f� Scope of Work Inspector -77`2 Date of Inspection 6////, Inspection Pass El Fail ® Fee j45 (-/f. ?i4/ 710 Inspection; Pass ® Fail ❑ Fee Inspection P.xss }Ii Fail fl Fee !L Inspection Pass D f ai9 T €i ee RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9-1294445-37 Phone 912-4 Qo r43 ► Q coe r 3 0 40 2 !® 4440 306- 2905— ea -+Ii 34- 2 A2.° 11 -0o2 -7 Location Address: Lot # Release Date: i 741 Type of Release: Temporary Permanent Subd Name: Electrician: —17fr. y Owner/Builder: .1■ o r e 1,,,i, l o ,p e.r-L e 1 n Electrician Phone Number: QI Z /(p5 7. g 4(o F Phone Number: 91ij2727?79 ,cam 6/J Of 17 - /4/US f �� ,VA ez:vizvo f7``' Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: TX Result Report P 1 06/07/2011 14:00 Serial No. CM35228060004 TC: 259392 Destination Start Time Time Prints Result Note Georgia Power 06 -07 13:59 00:00:54 001/001 OK Note MIX: Timer Original_TX11CALL:DManuaal1TX, Original Size FWD :FForwaard, PC: PC -Fax. BND: Double -Sided Binding Direction. SP: Special original. FCODE: F -code, RTX: Re -TX. RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, BUSY: Busy, M- Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL :File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR _ FAX TO: Lynn I reanaa 9-19.41:45-37 Phone 912 - .Q,Eorg ;Lc TN= f.•■ — - Cu <o - a la �iSo a3 6- Z�oS- Cac -Fi.,� 3 - 2 42.2 .5— }_Oc=,2'7 Location Address: Type of Release: Temporary Electrician: •wner/13uilder: • Permanent Lot # Release Date_ eO - % / / Subd Name: Electrician Phone Number: Qi 2f &5 '7— .44,&.' s Phone Number: "'i i ZJ Z 72 - 7 9 "'7 9 Location Address: Type of Release: Temporary Electrician: Permanent Owner/Builder: Lot # Release Date: Subd Name: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Electrician: Permanent Owner/Builder: Lot # Release Date: Subd Name: Electrician Phone Number: Phone Number: City of bee Island • Community Develc Gent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. _ "` � ` ' � � Date Requested 6 -/ I! . � --� <<. Date Needed Owner's Name Itlak INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor e Subcontractor y Jc ./-1 Pr■ 912 - Contact Information Project Address Scope of Work Inspector "-Tit `1 Inspection 1O O LA r- Date of Inspection Pass El Fail ® Fee X41 Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 06/03/2011 08:38 Serial No. CM35228060004 TC: 258694 Destination Start Time Time Prints Result Note Georgia Power 06 -03 08:38 00:00:45 001/001 OK Note MIX: Timer Original_TX11CALL:UManuaal1TX. Original Size FWD:FForward. PC: PPC -Fax. BND: Double -Sided Binding Direction. SP: Special original, FCODE: F -code. RTX: Re -TX. RLY: Relay. BX: Confidential, BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, Pw -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: BUSY, M- Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FAX TO: Lynn Breaaaa Phone 912 o oS 3 0 - 3c d — c�2S •Q et, rg:� Po a..i r- 11 — -7 Location Address= Lot # Release Date: Type of Release: Temporary Permanent Subd Name: WNW Electrician Phone 'Number: Qt 2,�o5'7- g4(oS~ n Phone Number: -i J Z/ Z 7 Z -?? r 7 9 Electician: IM■ OwaerBuilder: �� o r . oak Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: OwnerBuilder: Electrician Phone Number: Phone Number: Location Address: Type of Release: 'Temporary Permanent Subd "Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 937 Phone 912fff3 Cory : a. 'Po u+e r 3 0 (o . 26, yio 306 -2805-' 4-5 00:+11/ 30$- 2 b23 II_oo2 7 Location Address: 14 10-'1». Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: c M 11 y k : n Electrician Phone Number: giv4057..g4Ggi Owner/Builder: . 0 r e 1 ;,u, -Prof ei--L e S' Phone Number: q i 2/ 2 72 - _% 97 9 Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: T Permit No. City of "N , oee Island • Community Develop...Ant Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 // Owner's Name Gen. Contractor rt�WJ,t.. Subcontractor�� %. f Date equested L.// 71 Date l ee ad tact In or ation /7 , )U` /- Project Add Tess INTERNATIONAL CODE COUNCIL` MEMBER Scope of Work / V , j -4' j /);; Inspector 7 l Date of Inspection ; %/� Inspection y7 i %L): : iv Pass Fee i Inspec Pass Fail Fee Inspection Pass rl Fail r! Fee Inspection Pass D Fail Fee {rA, 7%,- QS 39 jF \ice- 10+h Owe.. RSl Energy Efficient Tax Credit on 1..,f ame • Maintenonoe -free frame doss ncl. or staining_ If painting is desired, paint labeled 'for plastics'. Then use _ polyurethane. Using paint thinners or similar chemicals will void warranty and damage sealants • Install with screws to inside; do not over lighten !max 18-20 inch /rbs' • Warranty is limited to purchase price at product • Meets IG standard for ASTM E2190 • Storm doors can cause heat slanage not covered by warranty. Venting storm doors ore recommended. Energy Performance Rating U/SHGCAI Halt tight 314l'ght Fu11 Light uzchur .281.20 .30/.24 _36/.31 Ita.-E 314ww-E .261.17 241i7 .27121 .251.2t .33/27 29+.27 au' um- Facers .24/.15 2519 .29/.24 iH SF.\ !' l]rliu • u11i1111i fictUas t`Jw'.J li$l_lnc.CU{ll REScheck Software Version 4.4.1 Compliance Certificate Project Title: Barbara Lubar Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Georgia Residential Code Savannah, Georgia Single Family 2500 ft2 17% 1847 2 Construction Site: 14 Tenth Place Savannah (Tybee Island), GA 31328 Owner /Agent: Barbara Lubar 14 Tenth Place Savannah (Tybee Island), GA 31328 912 - 441 -0040 blubar @comcast.net Designer /Contractor: Joel Snayd Rethink Design Studio 114 West Jones Street Savannah, GA 31401 912 - 236 -3022 joel @rethinkdesignstudio.com Compliance: 33.7% Better Than Code Maximum UA: 516 Your UA: 342 Maximum The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. RECEIVED Li-L / -I l 6C: 0.40 Yo r SHGC: 0.24 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing R -Value or Door U- Factor UA Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Skylight 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.26 Skylight 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.26 Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Wall 2: Wood Frame, 16" o.c. Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Window 5: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Window 6: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Window 7: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Window 8: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Wall 3: Wood Frame, 16" o.c. Wall 4: Wood Frame, 16" o.c. Window 12: Vinyl Frame:Double Pane with Low -E SHGC: 0.24 Wall 5: Wood Frame, 16" o.c. Door 1: Glass SHGC: 0.18 Wall 6: Wood Frame, 16" o.c. 980 19.0 1.7 46 860 30.0 2.2 27 5 0.450 2 5 0.450 2 170 19.0 0.9 8 15 0.320 5 15 0.320 5 460 19.0 0.9 22 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 48 19.0 0.9 3 89 19.0 0.9 4 15 0.320 5 48 19.0 0.9 2 20 0.250 5 425 19.0 0.5 21 Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd\My Documents \REScheck \Lubar RES CHECK REV.rck Page 1 of 9 Window 9: Vinyl Frame:Double Pane with Low -E 12 0.320 4 SHGC: 0.24 Window 10: Vinyl Frame:Double Pane with Low -E 12 0.320 4 SHGC: 0.24 Window 11: Vinyl Frame:Double Pane with Low -E 12 0.320 4 SHGC: 0.24 Window 13: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 14: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Wall 7: Wood Frame, 16" o.c. 370 19.0 0.5 18 Window 14: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 15: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 16: Vinyl Frame:Double Pane with Low -E 5 0.450 2 SHGC: 0.26 Window 17: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 18: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Wall 8: Wood Frame, 16" o.c. 235 19.0 0.5 11 Window 19: Vinyl Frame:Double Pane with Low -E 4 0.280 1 SHGC: 0.29 Door 2: Glass 20 0.290 6 SHGC: 0.24 Door 3: Glass 20 0.250 5 SHGC: 0.18 Wall 9: Wood Frame, 16" o.c. 100 19.0 0.5 5 Window 20: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Wall 10: Wood Frame, 16" o.c. 89 19.0 0.5 4 Window 21: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Window 22: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Window 23: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Wall 11: Steel Frame, 16" o.c. 228 30.0 0.5 19 Window 24: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 25: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Wall 12: Wood Frame, 16" o.c. 89 30.0 0.5 3 Window 26: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Window 27: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Window 28: Vinyl Frame:Double Pane with Low -E 6 0.340 2 SHGC: 0.24 Wall 13: Wood Frame, 16" o.c. 110 30.0 0.5 4 Window 29: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Window 30: Vinyl Frame:Double Pane with Low -E 15 0.320 5 SHGC: 0.24 Floor 1: Slab -On- Grade:Unheated 3 0.0 3 Insulation depth: 0.0' Furnace 1: Forced Hot Air 78 AFUE Boiler 1: Other (Except Gas -Fired Steam) 80 AFUE Heat Pump 1: Air Source 7.7 HSPF, 13 SEER Air Conditioner 1: Electric Central Air 13 SEER Air Conditioner 2: Electric Central Air 13 SEER Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 2 of 9 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Minimum R -Value Requirements: Basement and Crawl Walls R -5 Attic Kneewall R -18 Wall Cavity R -13 Mass Walls R -5 Roof /Ceiling R -19 Floors over unheated space R -13 Signature Date Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 3 of 9 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -19.0 cavity + R -1.7 continuous insulation Comments. ❑ Ceiling 2: Cathedral Ceiling (no attic), R -30.0 cavity + R -2.2 continuous insulation Comments. Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity + R -0.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 2: Wood Frame, 16" o.c., R -19.0 cavity + R -0.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' ❑ Wall 3: Wood Frame, 16" o.c., R -19.0 cavity + R -0.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 4: Wood Frame, 16" o.c., R -19.0 cavity + R -0.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 5: Wood Frame, 16" o.c., R -19.0 cavity + R -0.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 6: Wood Frame, 16" o.c., R -19.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 7: Wood Frame, 16" o.c., R -19.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 8: Wood Frame, 16" o.c., R -19.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 9: Wood Frame, 16" o.c., R -19.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' ❑ Wall 10: Wood Frame, 16" o.c., R -19.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' ❑ Wall 11: Steel Frame, 16" o.c., R -30.0 cavity + R -0.5 continuous insulation Comments. ❑ Wall 12: Wood Frame, 16" o.c., R -30.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments. ❑ Wall 13: Wood Frame, 16" o.c., R -30.0 cavity + R -0.5 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' Windows: Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 4 of 9 Q' W i n d o w 1 : V i n y l F r a m e : D o u b l e F w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 2 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 4 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 5 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s - C I W i n d o w 6 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 8 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 1 2 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . Q' W i n d o w 9 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . Q' W i n d o w 1 0 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 1 1 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s ' Q' W i n d o w 1 3 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . Q' W i n d o w 1 4 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : P r o j e c t T i t l e : B a r b a r a L u b a r R e p o r t d a t e : 0 4 / 2 1 / 1 1 D a t a f i l e n a m e : C : \ D o c u m e n t s a n d S e t t i n g s \ J o e l S n a y d \ M y D o c u m e n t s \ R E S c h e c k \ L u b a r R E S C H E C K R E V . r c k P a g e 5 o f 9 #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 14: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 15: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 16: Vinyl Frame:Double Pane with Low -E, U- factor: 0.450 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 17: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments- • Window 18: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 19: Vinyl Frame:Double Pane with Low -E, U- factor: 0.280 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments. ❑ Window 20: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 21: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments. ❑ Window 22: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 23: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 24: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments. ❑ Window 25: Vinyl Frame:Double Pane with Low -E, U- factor: 0.320 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments- Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 6 of 9 Q' W i n d o w 2 6 : V i n y l F r a m e : D o u b l e . w i t h L o w - E , U - f a c t o r : 0 . 3 4 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s . Q' W i n d o w 2 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 4 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s . Q' W i n d o w 2 8 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 4 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s . Q' W i n d o w 2 9 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s - C I W i n d o w 3 0 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 2 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . N o t e : U p t o 1 5 s q . f t . o f g l a z e d f e n e s t r a t i o n p e r d w e l l i n g i s e x e m p t f r o m U - f a c t o r a n d S H G C r e q u i r e m e n t s . S k y l i g h t s : Q' S k y l i g h t 1 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 4 5 0 # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . Q' S k y l i g h t 2 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 4 5 0 # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? Y e s N o C o m m e n t s . D o o r s : Q' D o o r 1 : G l a s s , U - f a c t o r : 0 . 2 5 0 C o m m e n t s . Q' D o o r 2 : G l a s s , U - f a c t o r : 0 . 2 9 0 C o m m e n t s " Q' D o o r 3 : G l a s s , U - f a c t o r : 0 . 2 5 0 C o m m e n t s . F l o o r s : Q' F l o o r 1 : S l a b - O n - G r a d e : U n h e a t e d , R - 0 ( u n i n s u l a t e d ) C o m m e n t s " H e a t i n g a n d C o o l i n g E q u i p m e n t : Q' F u r n a c e 1 : F o r c e d H o t A i r : 7 8 A F U E o r h i g h e r M a k e a n d M o d e l N u m b e r Q' B o i l e r 1 : O t h e r ( E x c e p t G a s - F i r e d S t e a m ) : 8 0 A F U E o r h i g h e r M a k e a n d M o d e l N u m b e r Q' H e a t P u m p 1 : A i r S o u r c e : 7 . 7 H S P F , 1 3 S E E R o r h i g h e r M a k e a n d M o d e l N u m b e r Q' A i r C o n d i t i o n e r 1 : E l e c t r i c C e n t r a l A i r : 1 3 S E E R o r h i g h e r M a k e a n d M o d e l N u m b e r : Q' A i r C o n d i t i o n e r 2 : E l e c t r i c C e n t r a l A i r : 1 3 S E E R o r h i g h e r P r o j e c t T i t l e : B a r b a r a L u b a r R e p o r t d a t e : 0 4 / 2 1 / 1 1 D a t a f i l e n a m e : C : \ D o c u m e n t s a n d S e t t i n g s \ J o e l S n a y d \ M y D o c u m e n t s \ R E S c h e c k \ L u b a r R E S C H E C K R E V . r c k P a g e 7 o f 9 Make and Model Number• Solar Heat Gain Coefficient: ❑ The area - weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1) Type IC rated with enclosures sealed /gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R -8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R -6. Duct Construction: ❑ Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. CI Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. CI Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 8 of 9 Project Title: Barbara Lubar Report date: 04/21/11 Data filename: C: \Documents and Settings \Joel Snayd \My Documents \REScheck \Lubar RES CHECK REV.rck Page 9 of 9 Georgia hasidential Energy Code Compliance Certificate A permanent certificate shall be readily accessible and shall be posted on or near the electrical distribution panel or air handler. To obtain the panel certificate form (MS Excel spreadsheet) visit the Georgia Department of Community Affairs website: http: / /www.dca. state. ga. us /development/constructioncodes/ U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION 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. 14 10 " PLACE Company NAIC Number City State ZIP Code CITY OF TYBEE ISLAND GA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NUMBER 3, TYBEE ISLAND; CHATHAM COUNTY PARCEL ID: 4 -0006 -17 -002 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 31.9999 °N Long. 080.8457 °W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: to obtain flood insurance. ❑ NAD 1927 El NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State GA B4. Map /Panel Number 13051 C0326 B5. Suffix F B6. FIRM Index Date 09/26/2008 B7. FIRM Panel Effective /Revised Date 09/26/2008 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) *11' + 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 (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date ❑ CBRS ❑ OPA No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCAL Vertical Datum NAVD 88 Conversion /Comments WA a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.9 b) c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Top of the next higher floor N /A. N /A. N /A. N /A. 10.0 13.7 N /A. f) 9) h) Check the measurement used. ® feet ❑ feet ❑ feet ❑ feet ❑ feet ® feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / 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 licensed land surveyor? ® Yes ❑ No Certifier's Name Joseph A. Hale, Jr. Title Registered Land Surveyor Address 6 Mall Court Signature License Number GA RLS# 2886 Company Name Kern - Coleman & Co., LLC City Savannah State GA Date Telephone 04/21 /2011 912- 354 -8400 ZIP Code 31406 IMPORTANT: In these spaces, copy the corresponding information from Section A. BuildingrStreet Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 10'm PLACE City State ZIP Code CITY OF TYBEE ISLAND GA 31328 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) For Insurance Company Use: Policy Number Company NAIC Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION A5: METHOD OF DETERMINATION BY USE OF HANDHELD GPS RECEIVER. SECTION B9: THE 1'(ONE FOOT) FREEBOARD IS A PROVISION OF THE COMMUNITY FLOOD DAMAGE PREVENTION ORDINANCE. SECTION C2: THE BENCH MARK USED FOR THIS CERTIFICATE WAS ESTABLISHED USING "EGPS" GPS BASE STATION NETWORK, ELEVATIONS SHOWN ARE REFERENCED TO NAVD 88. Signature Date 04/21/2011 ® Check here if attachments SE TI E - BUILDING ELEVATIO FORMATION (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. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG, E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5, Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 10th PLACE Policy Number City CITY OF TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW 04/21/2011 REAR VIEW 04/21/2011 . .111111 I i. . I Ott i j� • 3f �. '.. let. ' Sri �:.. "IF It _� LEFT SIDE VIEW 04/21/2011 . RIGHT SIDE VIEW 04/21/2011 .... �. ,,.�.. , oilil , Apt 1 rL ....... ,iiy 211001 210057 14 10th Place 'itt.net Mail' Page 1 of 1 X1100.1,0 MAIL csaasic 211001 210057 14 10th Place From: "Downer Davis" <dkdbus©gmail.com> To: "Dianne Otto" <dotto @cityoftybee.org> Bcc: tybeelady @bellsouth.net 4 Files (7704KB) drittl MIN 211001 2... 211001 2... 211001 2... 211001 2... Diane, This only BMP's are on the north side along an existing hardwood tree. The BMP's shown on the plan are to be in place promptly.. I 1-o 02-1 Thursday, April 14, 2011 8:20 AM This project is not simply non compliant with the approved plan and state requirements. There is evidence of sand that has migrated or otherwise been transported onto the lanes to the north and south as well as the property to the west. As such, I am copying DPW who maintain the stormwater system receiving runoff from this project. Correction is needed immediately. I will be off the island some today and available until late morning or around 4:45pm. I'm heading off the island around 8:15 in the morning and will not be available again until Monday morning. Please call me to discuss this. Downer Paul Scotts email is ps31416aol.com 4 - 1 4 - 1 1 sp o ks- 1. 4-144 5c.44- PPa v l L1120-11 Q,II C orr€ c4ecl (;4-e http: / /us.mc 1804. mail. yahoo. com /mc /showMessage ?sMid =13 &filterBy= &.rand = 5205 861... 4/14/2011 i kg' Permit No. Owner's Name City of bee Island • Community Develo, bent Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 II -oozy LL)bor- Date Requested Date Needed (4-iLf -II 14-ts"--/) INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor '0C-el 1 /1 -R..) Subcontractor Contact Information" �j�c� .�•�- ✓ r, Project Address I L l P r' a-k Scope of Work . td . , 5 E. Inspector Inspection } r'1 Sr / ((2 ' o h Pas 4 fr Fail 1 iA, Date of Inspection % 16S01 01 ion 1J I , j A-, irE-6 pi U\>>f ��C• °�-1 % i -z� (� �J �,- Inspection Pass Fail ❑ Fee t--I L --- - (-I 1/ ►''�� �i�`re Inspection Pass ® Fail ❑ Fee + � ;a..1 U447013 0 ,. Inspection Pass ❑ Fail 0 Fee City of bee Island • Community Develc sent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539,. ' Permit No. % t 2 ?JZ Owner's Name Contractor �`�� Date Requested Date Needed Subcontractor INTERNATIONAL CODE COUNCIL MEMBER Contact Information >- J6i/ i 4/ iv Project Address r ,7,--:-.-7/J,7--,1 Scope of Work kir:.,, )ter Inspector / Date of Inspectio ! /'/ I Inspection i - /::0"% - '�°` Pass r%. Fail ❑ Fee J I\,' i - `> -5 [ "4 - , - Inspection- �J icy`= �� ' �� s �� �'/ >- Pas 0l Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee / Kern - Coleman & Co. LLco Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects •�e Environmental s��e���9� Consulting Engineers • Land Surveyors • Land Planner s Architects • Landscape Architects • Environmental Scientist April 8, 2011 Shoreline Properties Attn: Paul Scott Re: Ridge Beam Inspection #14 10th Place, Tybee, GA Kern - Coleman & Co., LLC Project No.: 110031.001 Mr. Scott: OMER _s 1 2011 We visited the above noted project on 4 -7 -11 to inspect the cut ridge beam in the roof framing. We did not inspect any other part of the roof framing or any other framing of the structure. Our inspection was solely limited to the cut ridge beam. It was noted that the large ridge beam was cut not at a bearing point. There were two LVL beams on either side of the larger beam with three rows of three '/" through bolts on each side of the cut. It is our professional engineering opinion that the ridge framing in this area is structurally sound. Please feel free to call us if you have any questions or if we can be of further assistance. Very truly yours, KERN- COLEMAN & CO. 4�« Peter Ghilarducci, P. 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354 -8400 Fax: (912) 356 -1865 • E-mail: info@kcrncoleman.com • Web: www.kcrncoleman.com 1:'i yoky\ City of 7 \!e Island • Community Develop nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. / /1-0,27.7 Date Requested ; , L ' , / / fi ,, Owner's Name /175- Date Needed ,, i I Gen. Contractor , Subcontractor Contact Information 1i937 Tf Project Address Scope of Work Inspector Inspection 11111111111 aresina INTERNATIONAL CODE COUNclE MEMBER Date of Inspection Pass MI Fail El Fee Inspection Pass Fail Fee Inspection Pass Fail I—I Fee 4DiJ ) DT) Ot‘ Inspection , E f-iA-3,f--,:_.1z,,,,6 R.)TL.7.. d ( ),.), ZoVgd ILII 1 (,-;)Z1- Pass ri Fail Fee 001 OTS. f) .-4-C.)1 ?.,-- f.L.,), All i b+i. iDid t)-'-41-'i, H. S N) ■,,C_b L Ort■X-i It( Cr f•J )-D 1./L, ENERGY STAR ° - Qualified in Highlighted R 'Ins ENERGY S- en las regianes de destaca `anada energystar.nrcan- rncan.gc.ca U.S. F.U. energystar.gov Zone AB I v = Qr�ari`iedFAdmissible National Fenestration Rating Council° RTffiED JELDWEN WINDOWS i DOORS Aluminum -clad Wood Frame PremCl SitelineEX Rad Directset LWE 270 ANNE 7/8 BD SDL PW ARG 6734973 ENERGY PERFORMANCE RATINGS EVALUACION DE RENDIMIENTO ENERGETICO U- FACTOR SOLAR HEAT GAita COEFFICIENT FACTOR -I) COIFICIANTE:GASANCii. DE ENERGIA SOLAR 4 9 0.28 (U.S./i -P) I 1.59 (Metric /Sl 0.29 ADDITIONAL PERFORMANCE RATINGS EVALUACION SUPLEMENTARIA DE RENDIMIENTO VISIBLE TRANSMITTANCE AIR LEAKAGE TRANSMISION OE LUZ VISIBLE ,NFILTRAIi':S O'AIR 0.55 0.0 (U.S. /I -P 1 0.1 (Metric /Sl) AiauelaCa as sup,IClaa Ihzt Irk Isaac aeltcam is a ?xas OCT oice:aklres for :Cis sews, sa poLlplow:era. CCCRG Aaes s ele ce;eirmse'G Iv a 1aRC set el ensrmaaatal m, tt as ann z s:M:ic CeVIr t SIN `S lay rc; fewirmend are aaasO era ae; RC ,r rr a; iJO ahtv55 ci e, y ucr„c; for airy a5I .,e co, naulacLwr's i5 )tae IT weer 5:551 N,less,r earlersietST Este ebdante es:a ala gee aa:m asxas ar yl5,1 con ;S smedoeetlas aGo:iea w iFSC ;was Calerrneo e refaimese Iota del preaa, Los aches seaeos per IiCRC CCV S,ermirwds eel an cerlereo tim be sardw'saes ambiestales y an Amara 56 prriac'.e wax WPC -n r ilrante nos r,:mle y ro gaaantaa Quo a same e .al '..C'aruara pafe':5 sat esac?rc. Sasulte'Con el loIlRo 5haLY-1PIIs a.a a LOS ape:Y,5s C2 esle nrdi M w w rrtc.Org r This tanestration product has been certified by the manufacturer tom the requirements of Section 115(a) 1, 2005 California Energy Standards. Manufacturer stipulates conformance to the applicable standards JELD -WEN Windows & Doors Siteline EX Directset DP= +50/ -50 FW -LC50 Size tested: 84" x 84" Glazing: .09375" outer /.09375" inner Tested to: AAMA/WDMA /CSA 101 /LS.2/ A440 -05 FL# 10297 I WARNING: Drilling, sawing, sanding or machining wood products generaies wood dust, a substance known to the State of California to cause cancer. Use L a respirator or other safeguards to avoid inhaling wood dust. "Retain this label and accompanying receipts with your tax materials to claim tax credit, if applicable. See www.jeld- wen.com /taxcredit for full details" 948593 6 0302MMM11 GE0018 03/02/11 City of yee Island • Community Develo ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. I - 0 0 2 ( Date Requested 3-- 7 I Owner's Name L V b cz r- Date Needed 3- g- au" P. Tea- INTERNATIONAL CODE COUNCIL' MEMBER Gen. Contractor r 2 ! (-0e-) Subcontractor 1 n Contact Informatio ; `` s �' ; 3 4 _ -7 o 3 Project Address Scope of Work Inspector Inspection c \1 H lend -lam �. S(= Inspection'e Date of Inspection Pass Fail . Fee Pass Fail n Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of bee Island • Community Deveic ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name Gen. Contractor jI- fr-57G1 I rJ�> Date Requested:'`. Date Needed ; I Subcontractor Contact Information i.I. '? l? • 'C:1Z - Project Address 14- 'R =,,\ 0,Q_ =r' .1.•s INTERNATIONAL CODE COUNCIL MEMBER Scope of Work Inspector 1(6 -) Inspection --;/,(i Date of Inspection Pass Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto From: Eric Jenkins [Eric_Jenkins @emc- eng.com] Sent: Wednesday, February 16, 2011 9:45 AM To: bernice varnedore Cc: Dianne Otto Subject: RE: 14 10th Street Tybee Wendy, Fiber mesh is an acceptable substitute for welded wire fabric for the slab on grade at 14 10th Street Tybee Island, GA. I have copied the city of Tybee with this email. If anyone has questions or requires additional information, please feel free to call me directly on my cell at 912.484.3888. Thank you, Eric Jenkins, P.E. EMC Engineering Services, Inc. From: bernice varnedore [bvarnedore @hotmail.com] Sent: Tuesday, February 15, 2011 11:15 AM To: Eric Jenkins Subject: 14 10th Street Tybee Hi Eric, You spoke with Chris from V.B Construction about approving using fiber mesh instead of welded wire mesh at 14 10th i Street Tybee Island GA. Can you please email this approval to the following email address at the City of Tybee Island and cc me as well ? dotto @cityoftybee.org 7W 4NkS, PENNY 1/!3 CONSTRUCTION, INC OFFICE -912 -884 -4744 F4X -912 -884 -4745 1 REC t ED Permit No. 1,40)rtiu-r+7777/Z-° City of 'pee Island • Community Deyelo ent Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 i 1 - i.,___ / Date Requested i Owner's Name L_P-34/C. Date Needed 2- 1C-II /Gen. Contractor ---/-,.i_i-v--7.fr-:. , _1F: . Subcontractor WI--.1 .-.„ i tk. hl I & Rim% Y.E.HZ:. INTERNATIONAL CODE COUNCIL MEMBER Contact Information i--)7))/ Project Address Scope of Work Inspector '71 LI ; - I Inspection • 171.1•1.4 12 -2 o2 _Li j2 7 Date of Inspection Pass Fail //4(:. 0134- 7.---rzz.141-r)L-7 ,ne Inspection Pass Fail Fee Inspection Pass El Fail Fee Inspection Pass Fail Fee YATES -ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 .0 WORE CROE. vn VI Uylvnu I UL /I%UIn J 1`4VJ (912 j 651 -9000 DATE OF ORDER "; cY.ii CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING. DATE / / BILL TO )) Pf ORDER TAKEN BY ADDRESS ` ❑ DAY WORK CITY TREATED ARIwA UNTIL SPRAYS ARE DRY • CONTRACT • EXTRA 7-_ DATE COMPLETED ,2/11 /II JOB NAME AN LOCATION 4 _ " JOB PHONE DESCRIPTION OF WORK: ** PRETREAT ** SQ. FEET: b LINEAR FEET BLOCK VOIDS: 1 4. ,) LINEAR FEET INSIDE TRENCH: .-7' LINEAR FEET FOOTERS: DEPTH OF FOOTER. INSIDE: DEPTH OF FOOTER OUTSIDE: CRAWL: TYPE OF SLAB: ; �, I TECHNICIAN(S): TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: GAL. USED: GAL. USED: 4 GAL. USED: 3 CJ GAL. USED: TOTAL GALS..y 4 ,SLAB" CHEMICAL USED: k ❑ No one home ❑ Total amount due ❑ Total b !ling to for above work: or be mailed after l hereby acknowledge the satisfactory completion completion Of work of the above described work. Signature TOTAL MATERIALS 130 NOY ALLOW RESIDENTS TOTAL LABOR CHILDREN, OTHER PERSONS, OR PETS INTO TREATED ARIwA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED ,2/11 /II WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home ❑ Total amount due ❑ Total b !ling to for above work: or be mailed after l hereby acknowledge the satisfactory completion completion Of work of the above described work. Signature City of bee Island • Community Develo ant Dept. a j Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 I Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. I I - 0 0 2_ 7 Date Requested 2-- V-ii +� —I1 Owner's Name u Q� Date Needed 6 oraI:�,, VP II Gen. Contractor P r,) Der-- : P s Subcontractor r r on 1- Contact Information L i n g Li 4---7039 Project Address 1 `4 -7-49,)4-k -P i . Scope of Work )d(, ,j, 5P- Inspector 4 -r :_`N iv) INTERNATIONAL ?: L CODE COUNCIL' MBER Date of Inspection Inspection r p,) 5 k L) /1" I'D ,A2 Pass • x 1 /• • it Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee City of ' ee Island • Community Develor nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ate- momallh INTERNATIONAL CODE COUNCIL' MEMBER Permit No. / I - O 7 Date Requested I / // Owner's Name I44NS Date Needed Gen. Contractor '` f- rD;?-e,( Subcontractor 731 Contact Information (1,, il a/ i' y => ; 2 /__ Project Address -- I Li , ,7 ---p, :, /4c M: Scope of Work . ,dft.t.)3 N Inspector Date of Inspectio Inspection Pass (.7 Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass El Fail EJ Fee Inspection Pass Fail Fee RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 94-37 Phone 912 eorg :a u+er 3 ®(0 2!ogco 3042 -2voS- / -GCZV Qa+ Y 30$- 2 (.,2s- Location Address: i4- ?OTC -f-_. Type of Release: ✓ Temporary Permanent Electrician: Owner/Builder: f ) ��G4zIC_ Lot # Release Date: / Ii /I Subd Name: Electrician Phone Number: 77 n 4,6-725V-4,2 tjg r - j eS Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: TH Result Report P 1 01/27/2011 12:55 Serial Na. CM35228060004 TC: 229327 Destination Start Time Time Prints Result Note Georgia Power 01 -27 12:54 00:00:45 001/001 OK Note MIX: Mixed Original.TX11CALL:OManual1TX�.aCSRC Size Setting. gFWD:FForward Frame Erase RL'6d: Relay. MBX: ConfdidentDirection. i, : BulletPinC1SIP rSIPnFax.FIPADR:FIPoAddress Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR RELEASES FOR ELECTRIC SERVICE FROM TYREE ISLAND . FAX TO: Lynn Brennan 93,2=9.1.45,37 Phone 912 god 3 D to -ate ySe 3ajt- 2 62 T rj : a 'Po crt f Location Address: �aC_ll� Temporary Permanent Type of Release: Lot # Release Date: i /Zr7 /J1 Subd Name: Electrician: �� F�J ►G�Z �G_ Electrician Phone Number: Owner/Builder: Phone Number: Z7Z 7�.i+i Location Address: Type of Release: Temporary Permanent Snbd Name: Electrician: Lot # Release Date: Electrician Phone Number: OwnerfBuilder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Permit No. City n 'bee Island • Community Devei, gent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, Phone 912.786.4573 ext. 114 • Fax 912.786 Owner's Name i4~. / Gen. Contractor ;{ n` 11 t t 1 -te Subcontractor Contact Information Date Requested GA 31328 .9539 /24- ) )i ate__ awns, INTERNATIONAL CODE COUNCIL MEMBER Date Needed ; / Z Project Address Scope of Work Inspector Inspection T 1 I) Date of Inspection 1�, jfz�J c�i.1 E N)(...1- F7-,_)-() CA-VI oz-5 1 .0 I , A Inspection Pass Fee S _475 VA) 4 , ✓ :,. Imo.- Pass ❑ 4A iv R/ t tip /(),.3,__. t (!) Inspection Inspection Pass ❑ Fail ❑ Fee Fail ® Fee Pass ❑ Fail ❑ Fee DATE ISSUED: 01 -20 -2011 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 14 TENTH PL BALDWIN KAHN PO BOX 23329 SAVANNAH GA 31403 -3329 912- 238 -9260 SHORELINE PROPERTIES LLC 16 MORNINGSIDE DR SAVANNAH GA 31410 2311 P $4,423.75 $200,000.00 PERMIT #: 110027 TOTAL BALANCE DUE: $4,423.75 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. 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 APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT Location: N) 1Li Pkcc NAME ADDRESS 2 sets of building plans 7 1 copy of survey showing ground elevations & flood zone / ✓' $250 plan deposit PIN # ij-000ic, -/')-O2_ TELEPHONE Owner Lord +nc i_..&bc,r Rct Ocr a L-t.1oar` (y I 0 1r, ` CZ Architect or Engineer Yoe 1 3,-,c . iO4 (1'l �ti _ ' ..' 7 3t_ �wJ. S i .-t l o (el * -O SSr) Building Contractor ,. ; x 1 . tt 1(:: (A;; n,vv ,,1 ,1 D; . $_,) 3I,- ►o (Q I))J9 iS 91 (Check ali%ia °t app { ro � rI" J New Construction ❑ Other -� : Details of Project: � S t �� I e. Q y� , C MI Residential Single Family ❑ Duplex n Multi- Family ❑ Commercial Estimated Cost of Construction: $ aO 0 0 Construction TypeO. (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: i (Enter appropriate number) (4) Masonry (5) Steel & Masonry (6) Other (please specify) Io tavd-i ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units I # Bedrooms # Bathrooms 3 Lot Area Living space (total sq. ft.) # Off - street parking spaces 2- Trees located : listed on site plan Access: Driveway 2S ' (ft.) With culvert? With swale? Setbacks: Front 2. d' Rear i q ' Sides (L) (D ' (R) I D t It # Stories 2- Height 27 Z Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, -v-nti anon ucts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through C, i,. s .� 5 On -site waste and debris containers will be provided by Construction debris will be disposed by' e 0 (: L by means of C on4- a; r I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted constructio Date: I J I ;- 0 1 0 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 Approved rezoning/variance? Street address and number: New NFIP Flood Zone 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 4 2so c4pos•Ac 61. 3'3%1 -16 in1 /coft)-5 1 o.1b i Ga4c1 614ei&T S- l o G plus FEES Permit o I Inspections q,3 Water Tap eiC,S lr-1,5 Sewer Stub e}c;51 -: Aid to Const. 2 3 ( ) CC Recovery •;)c; g �ro:rs 218.95 TOTAL 23.75 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.: 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/ fi el d_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 I 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. I 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 finding. 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 Sia+iiature e Owner /Contractor 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: Owner's Name: Address: 4 1;r - PL \a o L,Lk- c Contractor's Name: / 51-.0(c i 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. E ( I BFE Acknowledged and agreed to this n ractor Signature Owner / Contractor Printed Name day of , 20 Location of Work: Owner's Name: Address: STATE ENERGY CODE AFFIDAVIT Contractor's Name: This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. Owner's Signature Date �U tni" 6As & Lam.. h Owner's Printed Name ignature Date Contractor's Printed Name 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 acc,qrdance with these provisions. --trVk. Div Owner's Signature Owner's Printed Name Contractor's Signature Contractor's Printed Name a te Date Date APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: I `-k 0 Owner's Name: f bcasrc` L b a c Address: Contractor's Name: This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner / contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. LAA,, Owner's Signature C ct.-. Lax. -) A. r Owner's Printed Name 717 Cont Xctor's S)nature Contractor's Printed Name i )Date Date Witness's Signature Date Witness's Printed Name Location of Work: Owner's Name: Address: Contractor's Name: Pct,,J -)c,c, 14- List the company name, business type, address, license all participating subcontractors. I. Company O) k `cC:hr r L. lkosh (-d 517 3141.1 Address Contact Person 2. Company .rkc Address a CITY OF TYBEE ISLAND SUBCONTRACTOR LIST y it • p,c) number, contact person and phone number of Business Type t ` I Czi...■ k°!a` License Number 5 0 on Phone Number 1 ) (0 ,5 r) - T k . , x Business Type p\�a J os e)( :ac Vii) 6, .,/ to �. j 6 fl 31 License Number '�1� e 90 9 5 15 _ Contact Person rj r ( Phone Number 0' 0. 4 9 - (o Ii S 3. Company C Address 1),.0 67 6310 0 OE vfG,,, C f\ Contact Person C-%t. '3 (1)q t c.5 b/ 4. Company Address Contact Person 5. Company Address Contact Person Business Type kJ Pic License Number C A) ( 3 Phone Number �� I )) 9 39 _ d 3-) Business Type License Number Phone Number Business Type License Number Phone Number Attach additional sheets if needed. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695 -7262 dkdbus@ gmail.com INVOICE January 14, 2011 Invoice #21005701 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 14 10th Place ro n 137 .i1 • 12 -22 -10 0.75 hours Site visit and intial review. 01 -14 -11 0.5 hours Reviewed final drainage submittal & concurrence 1.25 hours @ $175 /hour = $218.75 Total Due This Invoice 01- 12-g'7 Qc4 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695 -7262 davisenginc@ bellsouth.net January 14, 2011 QRCUP.AWErit Jonathan Lynn, Planning and Zoning Manager �. iiAN1 4 .] Si City of Tybee Island P.O. Box 2749 Y: Tybee Island, GA 31328 Ph: (912) 786 -4573 Fax: (912) 786 -9539 RE: 14 10th Place Dear Mr. Lynn: We have reviewed the revised plans on the above referenced site by EMC. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. To the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, /f a7/ Downer K. Davis, Jr., P.E. President 210057C Concurrence Sra�e� 31-01)0,r.e1 1-7 :5clvx 2 -33 4 SSo) January 11, 2011 Mr. Downer Davis, P.E. Davis Engineering, Inc. 636 Stephenson Av., Suite C Savannah, GA 31405 RE: LUBAR BEACH HOUSE EMC PROJECT NO. 10 -0146 Dear Mr. Davis: The following responses are to your comments dated 12/22/10: JAN 12201? BY- Tt1/4/4. . 1. Note regarding block wall to be repaired added to plan. 2. Proposed vertical curb will replace the existing one that has deteriorated (beside the driveway). 3. Drainage calcs attached. 4. Dust control, grassing, etc. added to plan with standard symbols and legend. 5. Gravel bags added to west side of driveway for temporary sediment control. 6. Daily driveway sweeping added to Maintenance Program. Please review for final plan approval. Sincerely, aniel W. Fischer, RLA Project Manager DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695 -7262 dkdbus(a�gmail.com December 22, 2010 Jonathan Lynn City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 14 10th Place Dear Mr. Lynn: Ph: (912) 786 -4573 Fax: (912) 786 -9539 DEC sit 2 3 2Q10 We have reviewed the plans on the above referenced site by EMC Engineering Services received by the City today. I offer the following comments for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. 1) The existing block wall on the east side to remain is in need of repair. Please note that it will be repaired on the plans. These repairs can be provided on a separate future plan. 2) Please clarify whether the curb on the west side will be on top of the existing driveway to remain. 3) Drainage summary calculations are to be provided. For instance, is 4" sufficient height for the west curb during a 25 -year storm? The basic drainage design looks fine. 4) Dust control, grassing & other basic erosion control measures need to be provided and shown on the plans. Standard symbols from the Green Book should be shown.. 5) The erosion control needs to include the west side which happens to be the downstream side of the site. During my site inspection a few minutes ago I emailed pictures of the totally exposed site which was totally disturbed during demolition. BMP's are needed immediately to control erosion. "Pigs in a blanket ", filter rolls or other similar measures might be considered on the west side of the driveway. I would like to see these in place by late afternoon tomorrow. Otherwise, I leave it to others with the City to address this deficiency next week. 6) I concur that with the driveway remaining a standard Co will not be required at this time. However, if daily sweeping and other alternate measures do not adequately control sediment from leaving the site, limited areas of stone exit on the east side of the drive may be required. This same design firm provided the design for 1509 2nd Avenue. I recommend the designer use that project (Trey Wilkins was the contact) as a guide. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, /14. d7/ Downer K. Davis, Jr., P.E. President 2100570B 12 -2-2 -I0 1)own,.,r ema leci 4o Paul sc'44- t-Z -23- t 0 clAc0 eid,►td 40 Sco.vir Dianne Otto From: tybeelady@bellsouth.net Sent: Wednesday, December 29, 2010 3:58 PM To: Dianne Otto Subject: Fw: FW: 14 10th Place Sent via BlackBerry by AT &T From: PS31416(a�aol.com Date: Tue, 28 Dec 2010 17:39:11 EST To: <tybeeladvbellsouth.net> Cc: <dkdbusRgmail.com >; <ilynn(a,cityoftybee.orq> Subject: Re: FW: 14 10th Place thank you for giving me a requirement that is not specified in the demolition permit and was issued the weekend of Christmas, with rain and snow. I() g: °5-pm 57 14- Vi C Jr rec LiOA t1 WM% 5;14- -Ptncc. inS�alled %u 4- Inc- .0rrett ► - alo-(1 ermal se/N.1- -I-$ 'Pao( retucs4:AS c orreoPon Dianne Otto From: tybeelady @bellsouth.net Sent: Wednesday, December 29, 2010 3:59 PM To: Dianne Otto Subject: Fw: FW: 14 10th Place Sent via BlackBerry by AT &T From: tybeelady(abellsouth.net Date: Tue, 28 Dec 2010 22:21:34 +0000 To: <PS31416aol.com> ReplyTo: tybeelady(abellsouth.net Cc: Downer @ Cell <dkdbusgmail.com >; Jonathan Lynn @ cell <ilynn a(�cityoftybee.orq> Subject: Re: FW: 14 10th Place Paul: A site visit at 14 Tenth Place was just completed. BMPs have not been installed. A violation notice will be issued. Dianne Otto City of Tybee Island Dotto @cityoftybee.org Sent via BlackBerry by AT &T From: <PS31416 @aol.com> Date: Mon, 27 Dec 2010 09:54:24 -0500 To: <Dotto(a�cityoftybee.org> Subject: Re: FW: 14 10th Place Diane, I spoke to Downer on Friday. I could not get down to Tybee due to the horrible weather we have had, rain, snow and freezing temperatures. I am trying to get down today to take care of issue. Can you please check on this tomorrow and it will be done. Paul ............................................................................................. ............................... 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 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, December 22, 2010 5:06 PM To: Paul S. Scott Cc: dan_fischer @emc- eng.com; Dianne Otto Subject: 14 10th Place Attachments: 2100570B.pdf Paul, The comments are minor. However, demolition left the site exposed and with rain forecast next week, erosion control measures are needed at this time. Please call me if you have any questions. Usually, TYB sends this out. But with tomorrow being the last common workday of the year, here it is. Downer If I don't speak to you my friend or my buddies at EMC before MERRY CHRISTMAS! 1 (f" ". ,\• , • !, • '):‘',::•••;,'f*".7‘7:4"; N. , \t„ ," \ 7 "r• '"A\m 'I ' li, tk 14 ■Irr■ • 3 Y•'''' , It , ,';' , ■&. t.',,, • , If .4 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Barbara Lubar Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 Tenth Place Company NAIC Number City Tybee Island, State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 2 of a subdivision of lot 64, ward 3 -h . s (rt 4.0s �p th o l is �� A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) residential A5. Latitude/Longitude: Lat. IV 31 deg 59.9920 mint Long. W 80 deo 50.7520 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b n/a sq in d) Engineered flood openings? ❑ Yes ■+ No A9. For a building with an attached garage: a) Square footage of attached garage n/� sq ft b) No. of permanent flood openings in the attached garage within 1,0 foot above adjacent grade n c) Total net area of flood openings in A9.b ii sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number 13051CO213F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes .+ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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 Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized IocalVertical Datum NAVD 1988 Conversion/Comments a) b) c) d) e) f) g) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.E Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) Ns. ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) .. feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 6 . tephe• on Aven Suite C City Savannah, Signat State GA ZIP Code 31405 Date 11/13/09 Telephone 912 - 352 -0464 IMPORTANT: In these spaces, copy th corresponding information from Section A. Building Street Address (including Apt., Unit, t , and /or Bldg. No.) or P.O. Route and Box No. 14 Tenth Place For Insurance Company Use: Policy Number City Tybee Island,State GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e) = A/C • ad Signature Date 11/13/09 SECTI s - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zon -'AO and A (without BEE), 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, crawispace, 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 stab) is 0 feet ❑ meters ❑ above or 0 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. ❑ Check here if attachments 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 BEE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments, SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by taw 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 BEE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction G8. Elevation of as -built lowest floor (including basement) of the bui G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation ❑ Substantial Improvement (ding: ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum 0 feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments o Ceti dr)14 Ph © ©ve hs See Instructions for Item A6. For Insurance Company Use: Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 Tenth Place Policy Number City Tybee Island, State GA ZIP Code 31328 Company NPJC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View November 13, 2009 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 14 Tenth Place Policy Number City Tybee Island, State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front Vievif and "Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View November 13, 2009 E. Kern- Co1emL.... & Co. LLC. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Envitonuiental Scientist 7 Mall Covet (31406) • P.O. Box 15179•Savm .h, Georgia 31416 Telephony ( 912) 354. 8400• Pan( 912 )356- 1865•H- ma1J:Info@kaaei,ei .com NOTES: 1. PROPERTY ADDRESS: 14 10th PLACE TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0006 -17 -002. 3. THIS PROPERTY IS CURRENTLY ZONED R -2. 4. 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 13051C0326, BASE FLOOD ELEVATION: 11' NAVD 88, EFFECTIVE DATE: SEPTEMBER 26, 2008. 5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. LEGEND • IRF 0 pp -- OHPL -- WM SP SSCO R/W PIN BSL TENTH TERRACE 15' R/W in cV N LOT 1 N/F JAMES T. SHUMAN PIN: 4 -0006 -17 -001 WAL 0 0 Q N Z. ±70.0' TO BUTLER AVE k PAD _ r,) eICV(3) ICV ❑ ❑C SSCO 10' `BSL 7.0 TWO STORY WOOD FRAME i 7Q,, 10.4' 10.2' SP 10.3' S.. �;1 1 D' BSL LOT 2 0.116 AC/5,075 S.F. 70 :0�0'`` \ 16.0' „ IRON ROD FOUND POWER POLE OVERHEAD POWER LINE WATER METER ELECTRIC BOX SPIGOT SANITARY SEWER CLEAN OUT RIGHT -OF -WAY PARCEL IDENTIFICATION NUMBER BUILDING SETBACK LINE iF -1 - LOT 3 N/F SARA E. JOSPIN PIN: 4 -0006 -17 -003 0 N N N66'00'00 "W IRF TENTH PLACE 15' R/W SURVEY DATE: 07/13/2011 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+ REFERENCE: 1. PLAT OF LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA BY J. WHITLEY REYNOLDS, DATED NOVEMBER 14, 2009. 20' 10' 0' 20' GRAPHIC SCALE: 1 " =20' I CERTIFY THAT IN MY API ' THIS IS A CORRECT REPRES 1 A11ON OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LA AND - SUITABLE FOR RECORDING. TE ACK COLEMAN LAND SURVEYOR NO. 2486 SCALE, FRO)HCTNO: DATE, DRAWN BY, KM CNRCKF.D DY: MDF 1 =27 110031A02 07/13/2011 SHEET NO: 1/1 DRAWING TITLE: AS -BUILT SURVEY AN AS -BUILT SURVEY OF LOT 2, A SUBDIVISION OF BEACH LOT 64, WARD No. 3, TYBEE ISLAND CHATHAM COUNTY, STATE OF GEORGIA PREPARED FOR: SHORELINE PROPERTIES TENTH TERRACE 15' R/W S 66 °00'00 "E 70.00' WALL�� 1/2" 1 F PKS S 66 °00'00 "E LOT 1 PRB 12 -P 113 N 24 °00'00 "E CONC. WALL RILL BLOCK BLDG. • 0 n2 N 66 °00'00 'W 70.00' 5/8" RBS V N 66 °00'00 "W 233.77' -3.0' ' o LOT 3 O I O 15.6' U) j5 8" RBS TENTH PLACE 15' R/W PLAT OF LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 14 TENTH PLACE FOR: BARBARA LUBAR ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912- 352 -7787 EQUIPMENT: TOPCON AP -L1A 20 0 GRAPHIC SCALE — FEET ROR OF CLOSURE: LINEAR: 1/- ANGULAR: - BALANCED BY: - PLAT: 1/INFINITY NOVEMBER 10, 2009 SURVEY NOVEMBER 14, 2009 PLAT SCALE: 1" = 20' FILE NO. 09 -99 20 40 60 z 0 al GENERAL NOTES: red./Loam BUILDING CRITERIA - 2006 INTERNATIONAL RESW NNW. CODE W/ STATE AMENDMENTS DESIGN LOADS: (LAT: 32.000; LONG: - 80.845) ROOF DEAD LOAD ROOF LIVE LOAD 20 PSF 20 PSF GROUND SEEN LOAD 5 PSF ATTIC DEAD LOAD ATTIC LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD FLOOR LIVE LOAD DECK LIVE LOAD 10 PS 20 PSF (UMRED STORAGE) 20 PSF 40 PSF (OTHER RW1 SLEEPING) 30 PSF (SLEEPNN ROOMS) 40 PS WIND DESIGN DATA BASIC WIND SPEED 130 MPH MEAN ROOF HEIGHT 20 FEET IMPORTANCE FACTOR 1.00 WIND EXPOSURE D BUILDING IS DESIGNED AS ENCLOSED (IPC = +/- 0.18) COMPONENTS AND CLADDING WIND LOADS (Kd0.85) EXTERIOR ZONES ARE LOCATED WITHIN 4 FEET OF MID BUILDING CORNER OR EDGE NT ROOF ZONE _ -40 PSF / +40 PS ( >100 SF) EXT ROOF ZONE = -50 P7/ +40 PSF OVERHANG UPLIFT = -80 PSF INT WALL ZONE _ -50 PSF / +45 PSF (>30 SF) EXT WAL ZONE _ -57 PSF / +45 PSF DESIGN PRESSURE RATINGS FOR DOORS Ik GAZED OPENINGS (68 =1.00) INT COAL ZONE = -60 PSF / +55 PS EXT WAL ZONE _ -75 PSF / +55 PS FARMOUAKE DESIGN DATA OCCUPANCY CATEGORY = I IMPORTANCE FACTOR = 1.00 Ss = 42.6%g Si = 12.75g SITE CLASS = D (ASSUMED) Sds = 41.57.0 Sdl= 19.45.1 SEISMIC DESIGN CATEGORY = C BASIC SESMO FORCE RESISTING SYSTEM LIGHT FRAME WALLS WI WOOD SHEAR PANELS (R =6.S) ANALYSIS PROCEDURE: SMPUFED 1. THE CONTRACTOR SHALL VERIFY ALL CMENSKNS AND ELEVATIONS WITH THE PLANS PRIOR TO STARTING WORK. 2. THE CONTRACTOR SOUL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION 3. WHERE SPECIFIC CONSTRUCTION REQUIREMENTS ARE NOT GIVEN, APPLICABLE PROVISIONS OF THE INTERNATIONAL RESIT/OCTAL CODE SHALL PREVAIL 4. ALL DIME4SLONS AID CONDITIONS SHOAL BE VERIFIED N THE FE3D AND ANY DISCREPANCIES SHOO. BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK. 6. BUILDING IS LOCATED IN FLOOD ZONE AE (ELEV 11.0). 7. PROPOSED FINISHED FLOOR ELEVATION = 12.70' ANSI. (INFORMATKN OBTAINED FROM GRADING PUN BY EMC ENGINEERING SERVICES, DATED 12.10.10). 5. PROPOSED AVERAGE SHE ELEVATION = 11.20' ANSI. (INFORMATION OBTAINED FROM GRACING PLAN BY EMC ENGINEERING SEMIS, S, DATED 12.10.10). FOUNDATIONS: I. SLAB AND FOUNDATION INFORMATION PROVIDED BY SHEET SI, 'FOUNDATION PUN MD GENERAL NOTES', PROVIDED BY EMC ENGINEERING SERVICES, INC„ DATED 12.15.10. BAND JOIST BLOCKING AT ALL PANEL EDGES WALL FRAMING I. ALL BEAMS MALI JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, BEAN SEATS AND COLUMN CAPS. 2. SEE A -TWOS FOR ALL DIMENSIONS. 3. REF WALL SCHEDULE FOR STUD TYPE AND SPACING. 4. All WOOD IN CONTACT WITH CONCRETE OR GRADE SHALL BE PRESERVATIVE TREATED. 5. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL WINE MI EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT, THE FIRST BOLT OR NAE FROM EACH SIDE OF THE SPLICED OR TREATED MEMBER STULL BE EQUAL DISTANCE FROM THE MICE STRAPS USING 16d NAILS ON 2x MATERIAL SHALL BE INSTALLED ON THE 1 -1/2" EDGE OF THE MEMBER. N. THE CONTRACTOR SMWL VERIFY THAT THE MOISTURE CONTENT OF All. FRAMING LUMBER AND PLYN000 MEET THE REQUIREMENTS OF THE SPECS. AT THE TIME OF INSTALLATION AND AT CLOSE -NI. 7. USE AT PREAMAE TREATED LUARER AT WINDOW JAMBS, SLL AND STUDS UNDER SRL AS WELL AS ALL TOILET PLUMBING WALLS. 8. PROVDE DOABLE STUDS 0 DOUBLE TRUSSES OR RAFTERS, TYPICAL. SEE ROOF MID FLOOR FRAMING PLANS FOR TRUSS AND RAFTER LOCATIONS. FASTENERS: 1. ALL STEEL PLATE WASHERS SHALL BE GALVANIZED AND MEET ASTM A36. 2. ALL FASTENERS (INCL NAILS) USED IN WIDER WALLS OR EXPOSED TO THE ENVIRONMENT SHALL BE STAINLESS STEEL OR AT A MINIMUM HOT DIPPED GALVANIZED. 3. ALL STEEL BOLTS SHALL BE GALVANIZED AND MEET ASTM A307. BOLT HOLES SHALL BE A MAXIMUM 1/16' LARGER THAN THE BOLT DIAMETER MID SHALL BE PRE -DRRLID PRIOR TO DELNER0'. BOLTS SEOUL NOT S FORCIBLY DRIVEN. 4. ALL LAG SCREWS SOUL CONFORM TO STANDARD ANSI /ASAE 818.2.1 -1981. THE CLEARANCE HOLE FOR THE SHANK 511111 HAVE THE SAME DIAMETER AS THE SANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SUNK THE LENT HOLE FOR THE THREADED PORTION SOUL HAVE A DIAMETER EQUAL TO 605 TO 75% OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN NS HOLE BY TURN*G WITH A WRENCH, NOT BY DURING WITH A HAMMER. SOW OR OTHER LUBRICANT BALL BE USED ON THE TAG SCREWS OR IN THE LEAD HOLES TO FACIUTATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. LIJA;K -TIE Sn1FMS ,LSCFM Y 8CENEE: I. CORNERS; WHEN PRESETTING THE ASSEMBLY AT A BURNING CORNER, THE ROO STOOD BE PLACED 8 TO 12 INCHES AWAY FROM THE CORNER 50 IT DOES NOT SET UNDER THE CORNER FRAMING MEMBERS. WHEN AN ASSEMBLY IS SPECKED AT A BUILDING CORNER, IT MAY BE PLACED ON EITHER SIDE OF THE CORNER. 2. HEADER ENDS: WHEN PRESETTING THE ASSMBLY AT A HEADER ETD, THE ROD SHOULD BE PLACED B TO 12 INCHES AWAY FROM THE HEADER ED 90 IT DOES NOT FALL UNDER THE STUD PACK FRAMING MEMBERS. 3. TOP CONNECDDNS: TON CONNECTIONS MADE AT CORNERS AND HEADER ENDS SHALL BE MADE WITHIN 2 INCHES OF THE FRAMING PACK. A NUT AND 3x3 WASHER SOUL BE APPUED TO THE TOP PLATES AND TIGHTENED SECURELY. INIEAIEDMIE COUPLER CONNECTIONS: WHEN USRC THE NOR COUPLER, CARE SHOULD BE TAKEN TO ENSURE FULL AND EQUAL THREAD ENGAGEMENT. THIS IS EASILY ACHIEVED BY THREADING THE COUPLER ALL THE WAY ONTO THE ROE, THEN STANDING THE IW0 RODS END TO END, THEN THREADING THE COUPLER BAG( OVER THE ROD JOINT SO EACH ROD 0 HALFWAY INTO THE COUPLER. 4. RENO -FITS: N THE CASE OF Ml ASSEMBLY MISPLACEMENT, THE ROD MAY BE EPDXIED INTO THE CONCRETE. CALL WICK -11E SYSTEMS TECHNICAL SUPPORT FOR A TECHNICAL REPORT ON PROPER RETRO -FR PROCEDURES. 5. SOLE PLATE TO SL18 CONNECTON: THE SLAB LEVEL SOLE PATE SHALL BE CONNLUFD TO THE SLAB WITH THE CONNECTORS SPECIFIED AND AT THE SPACING SPECIFIED W7RIN THE DESIGN DOCUMENTS. THREADED ROD ASSEMBLIES SHALL S PLACED AS PER THE SUCK -YE SYSTEMS DESIGN PACKAGE. 6. QUID( -TE SYSTEMS DESIGN PACKAGE: THESE HAMS SHALL BE SENT TO 018CK -TE SYSTEMS AT 4141 SWTHPONT DRIVE EAST, SUITE B. JACI(SONVTU5 FL 32216. QUICK -TIE SYSTEMS WILL PROVIDE LAYOUTS N THE QUICK -DE 5YSR)15 DESIGN PACKAGE THE WICK -SE SYSTEMS DESIGN PACKAGE SHALL BE REVIEWED BY THE DESIGN PROFESSIONALS OF RECORD FOR CONSTRUCTION USE APPROVAL 7. THE CONNECTER SYSTEM MUST MEET THE FOLLOWING CRITERIA 7.1.1.1. MAXMUM SPACING OF CONNECTORS = 48' OC PROVIDE WOOD STRUCTURAL PANELS. REF PUN FOR SHEAR WALL FASTENER PATTERN TO FRAMING MIME 1111I.I ■1 ■1■ ■I ■1l •I•1_1_ _I_ _I_I_I_I_II OPTION A STUD WALL FRAMING BAND JOIST s INTERMEDIATE FRAMNG MEMBERS SHALL BE FASTENED TO SHEATHING W/ DOLLS 0 12' OO ow) 9.00KING AT ALL PANEL EDGES I. d1 I'I111111I,11 $11 1111�111!':• MINI WWWWWWI 1 .l1. .1.1.1.1. . .1.11 ORE ORENTATION OF WALL SHEATHING SHALL BE AT CONTRACTOR'S OPTION; HOWEVER. BLOCKING SEW. BE *STALED AT ALL PANEL EDGES NOT BACKED BY WALL FRAMING. TYPICAL EXT SHEATHING ATTACHMENT OPTION @ I UMBER 0 WOOD STRUCTURAL PANEL %EA114NG' 1. ALL ROOF AND FLOOR SHEATHING SNAIL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO FRAMING AND END JOINTS SHALL BE STAGGERED. 2. Al ROOF DECK SHALL BE MA RATED 40/20, MN. - 5/8• EXPOSURE 1 GRADE WOOD STRUCTURAL PANELS 2.1. ATTACH WITH 8d RING SMILE WS AT 6' 00 AT SUPPORTED EDGES, NAIL SPICING AT DIAPHRAGM BOUNDARY IS 6' 00 INTO EDGE FRAMING, AND 12' OC N REED. INSTAL PEE SHEATHING CUPS BY SIMPSON STRONG -TIE AT ALL UNSUPPORTED EDGES OF ROOF DECK (ONE PER SPAN). 3. ALL FLOOR SHEATHING SHALL BE 3/4' TWO WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE. 3.1. ATTACH WITH 10d NAILS AT 6' W AT SUPPORTED EDGES, NAIL SPACING AT DIAPHRAGM BOUNDARY IS 4' W INTO BLOCING OR EDGE FRAMING, AND 12. DG * FIELD WITH MN 1 1/2' PENETRATION INTO EACH FRAMING MEMBER. INSTALL FULL DEPTH 2x WOOD BLOCKNG AT ALL UNSUPPORTED EDGES OF FLOOR DEC( WHERE INDICATED ON PUN. 4. OPEANGS N HORIZONTAL DIANIRM,YS WITH A DIMENSION PERPENDICULAR TO THE JOISTS GREATER THAN 4 FEET 5141 BE BLOCKED BEYOND THE HEADERS AND METAL TIES NOT LESS THAN 16 GAGE BY 1 1/2' WIDE WITH (8) 16d COMMON NAA.5 ON EACH SIDE OF THE HEADER -JOIST INTERSECTION SHALL BE PROVIDED. 5. AL MULTIPLE PIECE WOOD BEAMS SHALL BE CONNECTED TOGETHER PER DETAIL 8 -52. 6. UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE 12 SOUTHERN YELLOW PNE OR BETTER WIN A MAXIMUM MOISTURE CONTENT OF 19X. 7. REFERENCE PLANS AND DETAILS FOR SMPSON STRONG -TIE CONNECTORS. PROVIDE SMPSON FASTENERS PER MANUFACTURER'S RECOMMENOATDNS. 8. ALL LUMBER EXPOSED TO THE EXTERIOR ENVIRONMENT SOUL. BE PRESSURE IMPREGNATED TO A MINIMUM RETENTION OF 0.07 LBS OF MCA PER CUBIC FOOT OF WOOD, AND EACH PIECE SHALL BEAR THE THIRD PARTY OIALRY MARK 'ABOVE GROUND USE.' 9. ALL LUMBER N CONTACT WITH THE GROUND /CONCRETE SHALL BE PRESSURE IMPREGNATED TO A MIOMUM RETENTION OF 0.24 LBS OF MCA PER CUBIC FOOT OF WOOD, AND EACH PIECE SNAIL BEAR THE THIRD PARTY QUALITY MARX 'GROUND CONTACT RISE' 10. REF STANDARD AWPA C2 AND ASTM DI760 FOR PRESSURE TREATMENT OF TIMBER PRODUCTS. 11. CONTRACTOR SHALL PROTECT ALL WOOD STRUCTURAL PANELS FROM EXPOSURE TO CONCRETE. 12 AS A MINIMUM, ANCHOR AND NIL FRAMING SHALL COMPLY HUH THE FASTENING SCHEDULE ON THIS SHEET. 13. UNLESS OTHERWISE STATED, SIZES FOR GIVEN NAILS ARE COMMON WIRE NAILS. 14. COMMON WIRE NNE SZ 8d 0 = 0.131 L = 2 1/2 in 10d • =0.148 L'3in 12d • =0.148 L =31/4 in 16d • = 0.162 L = 3 1/2 in 15. ALL LUMBER DESIGNATED AS L0L SILL BE MICROLLW DOMINATED VENEER LUMBER WITH E= 1,900,000 PSI AND Pb=2600 PS AT 100% LOAD DURATION. p -E WOOD TRUSSES 1. ALL PREFABRICATED TRUSSES SHALL BE DESIGNED TO MEET THE LOADRIGS SPECIFIED. FABRICATION AND ERECTION SHALL. BE PER TRUSS PLATE INSTITUTE RECOMMENDATIONS AS CONTAINED IN THE APPROPRIATE PUB (CATIONS. 2. SHOP DRAWINGS AND CALCULATIONS SOUL BE SUBMITTED FOR EACH TYPE OF TRUSS SPECIFIED MD SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA 3. ALL LUIPER USED N THE MANUFACTURING OF WOOD TRUSSES SHALL S +2 SOUTHERN YELLOW PRE OR BETTER. 4. PROVIDE ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING AS REWIRED AND SHOWN ON THE TRUSS MANUFACTURERS SHOP DRAWINGS. BRACING SHOWN ON STRUCTURAL DRAWINGS IS N ADDITION TO ANY BRACING SHOWN ON THE SHOP DRAWINGS. 5. PROVIDE 214 CONTINUOUS BOTTOM CHORD/ CELING BRACING AT 4 FEET 0C MAXIMUM WHERE GYPSUM BOARD IS NOT ATTACHED DIRECTLY TO BOTTOM CHORD OF WOOD TRUSSES. 6. INSTALL STRONG BACKS, BRACING AND /OR BRIDGING PRIOR TO DECK INSTALLATION AND AS TRUSSES ARE ERECTED. FASTEN ALL BRACING TO EACH TRUSS. 7. PROVIDE DOUBLE FLOOR TRUSSES OR BEAMS UNDER WALLS. w ' OPEN OR CLOSED WEB MAX LK LOAD DEFLECTION UW E = SPIN /480 SPAN NM THIS DIAGRAM INDICATES GENERA. DESIGN REQUIREMENTS ONLY, EXACT OVERALL LENGTH MO SOON OF FLOOR TRUSSES SHALL BE DETERMINED BY THE TRUSS MANUFACTURER AND /OR CONTRACTOR. REFERENCE SECTIONS MID DETAILS FOR BEARING CONDITIONS AT EACI4 END. TYPICAL WOOD FLOOR TRUSS DIAGRAM TYPICAL TRUSS I GADS MAX SPACING = 16' DG DEAD LOAD (TOP CHORD) = 15 PSF DEAD LOAD (Bill CHORD) = 5 PSF LIVE LOW (TOP aims) = PER 2006 INC PROTECTION OF GLAZED OPENINGS: IN ALL REGIONS WHERE THE BASIC WIND SPEED IS 120 MPH OR GREATER, GLAZED OPENINGS SHALL BE PROTECTED FROM WINDBORNE DEBRIS BY P00601015 WHICH MEET THE REQUIREMENTS OF THE LARGE MISSILE TES OF ASIR E 1996 AND ASIR E 1886. EXCEPTON: WOOD STRUCTURAL PANELS WRIT A MINIMUM THICKNESS OF 7/16 INCH MID A MAXIMUM SPAN OF 8 FEET SOUL BE PERMITTED FOR OPENING PROTECTION IN CNE- AND TWO -STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED N ACCORDANCE WITH TABLE 8301.2.1.2 OF THE 2006 ITC. SO GENERAL NOTES S1 SHEAR WALL MID ROOF FRANIIG PLANS 52 SECTIONS AND DETAILS ABBREMDONS: ARCH ARCHITECTURAL BC BOTTOM CHORD BLDG BULLING BRG BEARNG BEM BOTTOM CC CENTER TO CENTER CFSSF COLD FORMED STRUCTURAL STEEL FRAMING CLR CLEAR COVER COL COLUMN CONT CONTINUOUS DET DETAIL 16' TYPICAL DWG DRAWING EA EACH EF EACH FACE FLEA ELEVATION EOS EDGE OF STAB EO EQUAL OW EACH WAY EXIST EXISTING DP ANCH EXPANSION ANCHOR EXP. IT. EXPANSION JOINT FEE FINISHED FLOOR ELEVATION FOC FACE OF CONCRETE ET FIRE RETARDANT FOB FACE OF MASONRY FOS FACE OF STEEL FRT FIRE RETARDANT TREATED GALV GALVANIZED HORD HORIZONTAL FMB HIGH STRENGTH BOLT JST JOIST LO LONG UH LONG LEG HORIZONTAL UV LONG LEG VERTICAL LLBB LONG LEG BACK TO BACK MAX MAXIMUM LECH MECHANICAL MO MASONRY OPENINGS MN MIRI M NC NOT N CONTACT NS NON STRUCTURAL PANEL NTS NOT TO SCALE 0.C. ON CENTER 0/0 OUT TO OUT PAF row ACTUATED FASMER PT PRESSURE TREATED REF REFERENCE RENT RENFORCE REQ'D REWIRED DEC SECTION SO SHEET SM SIMILAR STD STANDARD 18V TO BE VERIFIED TON TOP OF FOOTINGS TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL LINO UNLESS NOTED OTHERWISE VETO VERTICAL WSP WOOD STRUCTURAL PANEL WP WORKING POINT WAIF WELDED WIRE FABRIC FASTENNG SCHEDULE: 1. RAPIER TO TOP RATE, TOENAIL 2. CEIUNG JOIST TO TOP PLATE TOENAIL 3. CEILING JOIST TO PARALLEL RAFTER, FACE NAL 4. COUNG JOIST LAPS OVER PAOTIITONS, FACE NAIL 5 EA END OF COUR SE TO RATER, FACE NAT. 6. BLOCKING TO RARER, MENAR. 7. RIM BOARD TO RAFTER, ENO NAIL 8. ROOF RAFTER TO RIDGE, VALLEY, OR HP MU MG -UAL: 4-8d 4 -8d 6 -16d 6 -16d 8 -10d 2 -8d 2 -16d 4 -16d TOENAIL AND 3 -16d FACE NAL BRIT A S S 0 C I A T E S consulting engineers 1100 Oueensborough Blvd. Suite 202 Mt. Pleasant, SC 29464 (843) 284-0400 Fax (843) 2840401 www.briDpelers.cam GD 9. TOP HATE TO TOP HATE, FACE NAIL 10. TOP PLATE AT INTERSECTIONS, FACE NAIL 11. DOUBLE STUDS, FACE NN. 12. CONTINUOUS HEADER, TWO PIECES 13. DOUBLE TOP PLATES, LAP DEUCE 14. TOP OR BOTTOM PLATE TO STIRS, END NAIL M. BIM PLATE TO BAND JOIST OR BUCKING, FACE NAIL I6. BD/ PLATE TO FLOOR JOIST OR END JOIST, FACE NAL 4-16d PER FOOT 4 -16d 2 -ROWS 16d 0 24 OC REF OET 8 -S2 REF CET 4-52 3 -16d 3-16d PER FOOT 3 -16d PER FOOT ED 2 17. JOIST TO SILL, TOP HATE, OR GIRDER, TOENAL 18. RIBDGNG TO JOIST, TOENAIL 19. BI.WIONG TO JOIST, TOENAIL 20. BLOCKING TO SILL OR TOP PLATE, TOENM_ 21. LEDGER STRIP TO BEAM WIM MAX SPAN 12', FACE NAIL 22. JOIST ON LEDGER OR BEAN, TOENAIL 23. BAND JOIST TO JOIST. END NIL 24. BAND JOIST TO SILL OR TOP PUTS, TOENAIL 4 -8d 2 -8d 2 -8d 3 -16d 3 -16d PER JOIST 3 -Bd 3 -16d 4-16d PER FOOT LUBAR RESIDENCE 14 TENTH PLACE TYBEE ISLAND, GA to z S 0 25. BUILT -UP CORNER WITH 3 STUDS 26. BUILT -UP CORNER WITH 4 STUDS 2 -ROWS 16d 0 6 OC 2 -ROWS ITd 0 6 OC E JED S r3 5- ISSUED FOR CONSTRUCTION DESCRIPTION Revisions Sheet Title GENERAL NOTES Drawn MJYM Designed CJM Checked CJM Date 01.31.11 Job No. 11037 Sheet No. so KEY NOTES SHEARWALL SHEATHING SHALL BE CONTINUOUS ABOVE AND mow OPENINGS 2 -2x6 TOP PLATES - SPLICE PER 4/S2 ENO PLATE ELEVATION 10' -0' SHEATHING SHALL NOT BE INTERRUPTED - TYPICAL SEE 8/S2 FOR TYPICAL HEADER SEE 16/S2 FOR TYPICAL FRAMED WALL OPENING 0 0 leo 0 0 0 0 Clo O ID N REFERENCE 00 4 0 10' -3' SHEAR WALL PLAN SCALE 1/4' - l' -0' ALL DIMENSIONS ARE TO FACE OF STUD (LINO) DO NOT SCALE DRAWNGS REFER A -DYWS FOR ALL DIMENSIONS NOT ON PLAN EXIEWOR WALL DEATHING: ALL DIIERIOR WALLS SWILL BE SHEATHED W/ 7/I6' WOOD STRUCTURAL PANELS MAO FASTENS) TO WOOD STUDS WITH Bd MILS AT 6' OC ALONG PANEL EDGES AND 12' OC IN THE FIELD (UNLESS NOTED OTHERWISE) WOOD STUD WAIL SCHEDULE (REF A -DINGS FOR WALL TYPE) INTERIOR WALLS: 2x4 SPF 0 16' OC 2x6 SPF 0 16' OC QI QI 0 0 O d 0 41 1' SHEAR WALL SCHEDULE SHEATH EDGE FASTENER FIELD FASTENER SOLE PLATE ATTACHMENT HO.DOWNS REMARKS 7/16' WSP 8d 0 2' OC 8d 012' OC 5/8'4 A36 ANC ROD 0 16' OC 2 -NODS 7/16' WSP Rd 0 3 OC 8d 0 12' OC s /8"r A36 ANC ROD o 16' OC 2 -RODS ID 7/16' WSP 8d 0 4' OC 8d 0 12' OC 5/8'0 A36 ANC ROD 0 16' OC 2 -RODS 7/16' HASP 8d 0 6. OC 8d 0 12' OC 5/8'0 A36 ANC ROD 048' CC RESAMETIS FOR DOENWR WALLS 1. 051 OF COMPARABLE THICKNESS MAY BE USED IN LEU OF PLYWOOD WHEN 6. APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. 7. 2. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL AS INDICATED IN ELEVATION ON THIS SHEET, UNO. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 INCHES N. NOMINAL OR WIDER, AND HALLS SHALL BE STAGGERED WHERE 8d NAILS ARE SPACED 9. 2' OC. 3. EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS IN THE WALL FRAMING PLAN SMALL MEET REQUIREMENTS INDICATED FOR NON -SHEAR WALL ?SW' WALLS IN THE SCHEDULE ABOVE. 10 4. SHEAR WALL LENGTHS WHERE NOTED ALE UREMIA. DO NOT LOCATE HOLD DOWNS FROM THESE DIMENSIONS. SEE A -DINGS FOR ACTUAL WALL LENGTHS. 5. H O DOWN CONNECTORS MAY BE ALL - THREAD ROO OR CABLE (REF PERFORMANCE SPEC THIS SHEET) 42' -7' EDGE FASTEN WALL PLY TO STUDS OR POSTS WITH HOLDOWNS. EDGE FASTENER APPIJES TO FASTENING AT ALL EDGES OF PANELS, TOP AND BOTTOM PLATES, AND BLOCKING. FIELD FASTENER APPLIES TO FASTENING AT STUDS. WHERE PANELS APPUED ON BOTH FACES OF A WALL AND FASTENING SPACING IS LESS THAN 6' DC ON ETHER SIDE, PANEL JOINTS SHALL BE OYTStl TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL. BE 3x OR THICKER AT ADJOINING PANEL EDGES AND FASTENERS ON EACH SEE SHALL BE STAGGERED. THE INTERIOR FACE OF ALL SHEAR WALLS SHALL. HAVE, AT A MINIMUM, 1/2' GYPSUM SHEATHING FASTENED TO FRAMING USING j6 SCREWS 0 6' O: ALONG ALL PANEL EDGES AND 12' GC IN THE FIELD. BLOCK EDGES AS REQUIRED. 6' -0' I1'-R' 24' -11" BLOCK PANE_ EDGES TYPICAL AT FIRST TWO FRAMING SPACES, EA END BLOCK PANEL EDGES TYPICAL AT FIRST TWO FRAMING SPACES, EA END i 2x6016'OC 2 -2x8 6' -11' '® N ROOF FRAMING PLAN REFERENCE SCALE: 1/4' = 1' -0' RAFTER BARING HT = +11' -4 3/4' ® DENOTES HEADER TYPE (REF THIS SIR FOR SOLED) ALL DIMENSIONS ARE W FACE OF SID) (UNO) DO NOT SCALE DRAWINGS REFERENCE A -DWGS FOR ALL DIMENSIONS NOT ON PLAN TYPICAL UPLIFT OONNEOORS (SIMPSON STRONG -TE): COMMON RARER TO DOUBLE PLATE = L1S18 OUTRIGGER TO PLATE = HlO LVL ORDER TO RATE _ ??? PORCH RAFTER TO BEAM = H10 FLOOR/ ATTIC LOAD NOT INCL IN BEAM DESIGN BRIT A S S O C I A T E S consulting engineers 1100 Cueensborough Blvd. Suite 202 Mt. Pleasant, SC 29464 (843) 284-0400 Fax (843) 284-0401 www.bdtlpeters.c0m LUBAR RESIDENCE 14 TENTH PLACE TYBEE ISLAND, GA U ISSUED FOR CONSTRUCTION DESCRIPTION 0 Revisions Sheet Title SHEAR WALL AND ROOF FRAMING PLANS Drawn MJYM Designed CJM Checked CJM Date 01.31.11 Job No. 11037 Sheet No. S1 0 r 5/8' DIP 1 ®__`=1•1111 cv kA 2 -212 ■■ '- PLYWOOD DECWNG ■ T BOARD °v L I. o g \2 -2x12 -2x12 RIDGE ■■ ■■ wu '4 — T T 17 I n _ I 41, v ' L L1LI_IL I I I I I I- 12 _ - ■■ 5TWUW 2- 12 \ ■■ ■1 ■ ■EJ •!!111U _ ■ .■ '- PL OEOONG 12 2- ■■ ! I I a 2 PCS OF 1.75216 LVL BLOCK PANEL EDGES TYPICAL AT FIRST TWO FRAMING SPACES, EA END i 2x6016'OC 2 -2x8 6' -11' '® N ROOF FRAMING PLAN REFERENCE SCALE: 1/4' = 1' -0' RAFTER BARING HT = +11' -4 3/4' ® DENOTES HEADER TYPE (REF THIS SIR FOR SOLED) ALL DIMENSIONS ARE W FACE OF SID) (UNO) DO NOT SCALE DRAWINGS REFERENCE A -DWGS FOR ALL DIMENSIONS NOT ON PLAN TYPICAL UPLIFT OONNEOORS (SIMPSON STRONG -TE): COMMON RARER TO DOUBLE PLATE = L1S18 OUTRIGGER TO PLATE = HlO LVL ORDER TO RATE _ ??? PORCH RAFTER TO BEAM = H10 FLOOR/ ATTIC LOAD NOT INCL IN BEAM DESIGN BRIT A S S O C I A T E S consulting engineers 1100 Cueensborough Blvd. Suite 202 Mt. Pleasant, SC 29464 (843) 284-0400 Fax (843) 284-0401 www.bdtlpeters.c0m LUBAR RESIDENCE 14 TENTH PLACE TYBEE ISLAND, GA U ISSUED FOR CONSTRUCTION DESCRIPTION 0 Revisions Sheet Title SHEAR WALL AND ROOF FRAMING PLANS Drawn MJYM Designed CJM Checked CJM Date 01.31.11 Job No. 11037 Sheet No. S1 I -1/4' x20 GAGE RIDGE STRAP NAILED TO RAFTER WI (B) BA NAILS, EA SIDE REF ARCH 12 RIDGE BOARD SHALL BE MINIMUM 2 -INCH NOMINAL THICKNESS AND NOT LESS THAN THE DEPTH CUT OF THE RAFTER. THE RAFTERS OVAL BE PLACED DIRECTLY OPPOSITE EACH OTHER AND BEAR AGAINST THE RIDGE BOARD. TYPICAL RIDGE FRAMING W/ STRAPPINQ SECTION 3/C FULL DEPTH BLOCK AT RAFTER BEARING LTS18, WRAP EXCESS OVER TOP OF RAFTER 5/8' PT PLYWOOD EXPOSED RAFTER TAIL 1 /4 "x3'x3 PL WASHER TOP OF CONCRETE 5/8'0 A36 ANC ROD 5/B• EXP 1 PLYWOOD ROOF JOIST PER RAN BAND JOIST WICK TIE SECTION 3/4' =1' -0• OU0K -TIE 2x6 WALL STUD PT 2x PLATE EXIST FOUNDATION SECTION 3/C =1' -0' TYPICAL ANCHOR ROD 0 FOUNI MN D ETAI L NOT TO SCALE PRE - ENGINEERED 16' WOOD JOIST (REF PERFORMANCE SPEC ON SOT SO) REF ARCH 12 RIDGE BOARD SHALL BE MINIMUM 2 -INCH NOMINAL THICKNESS AND NOT LESS THAN THE DEPTH CUT OF THE RAFTER. THE RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE EACH OTHER AND BEAR AGAINST THE RIDGE BOARD. 8 -10d NAILS, EA END CS16 STRAP, EA STUD ADD SPACER PER GET 8/52 2 -2x12 HUCQ412 REF DET 13/52 FOR ANC ROD A 2x6 COLLAR BEAM SHALL BE NAILED IN THE UPPER THIRD OF THE ROOF TO EVERY DITHER PAIR OF RAFTERS. JYPICAL RIDGE FRAMING W/ COLLAR TIF SECTION 2 3/4' =1' -0' 52 PLYWOOD ROOF DECK SHEATHING I/8 GAP (I) SIMPSON PSCL PANEL SHEATHING CUPS EQUALLY SPACED BETWEEN EACH RAFTER/SUPPORT TYPICAL PLYWOOD EOCE SUPPORT DETAIL NOT TO SCALE 5/B• DT 1 PLYWOOD ROOF JOIST PER PLAN 2x4 STUD WALL 2 -2x12 SECTION 3/4' =1' -0' 2 1/2' SPACING ALLOWS HOLDOWN INSTALLATION 5/8'0 A36 ANCHOR IN SET HKXN STRENGTH EPDXY W/ 10' MIN EMBED 8: 2 3/4' EDGE DISTANCE (TYP) LVL ORDER DDL WD POST (IYP EA END OF SHEAR WALL) LUS FACE MID HANGER W/ SLOPED SEAT SIMPSON STRONG -TIE H01D0WN ANCHOR OR QUICK -TIE (REF SCHEDULE) TYPICAL ANCHOR 0 FOUNDATION D ETAI L NOT TO SCALE 5/8'0 ANCHOR (REF SCHED FOR SPACING) EXIST MONOLITHIC STAB FOUNDATION (REF GEN NOTES) LU28, INSTALL UPSIDE DOWN 2x BLOCKING HID HURRICANE CUP 2x10 OLRRIGGERS 0 EACH OUTRIGGER 0 I6' CC SECTION O 3/4' =1' -0' 52 2x BLOCKING AT RAFTER BEARING 2, DOUBLE TOP PLATE HOG HURRICANE TIE DETAIL NOT TO SCALE 52 2.8 SECTION 3/4' =1' -0' 2,10 LUS FACE MID HANGER W/ SLOPED SEAT DETAIL RAFTER 24 WALL STUD QUICK -TE PT 2x10 FACIA EXTERIOR SHEATHING - SEE WALL SHEATHING AND SHEAR WALL SCHEDULE ON S1 4' -0' MIN / C -0' X MIN TTTTI II TI ELEVATION PLAN - NAILING TYPICAL SPLICE - ALL DOUBLE TOP PATE CONDRIONS - UNQ (3) ROWS OF 1Ed / ' IIIII'lll'I NAILS O 6' OC ` I'lll'lll'I I1.1� 1/2' PLYWOOD SHEATHING W/ (2) ROWS OF 8d NAILS 0 6' DC (NOT REQUIRED FOR LVL HEADERS) NOT TO SCALE PRE - ENGINEERED 16' WOOD JOIST (REF PERFORMANCE SPEC ON SFR SO) SECTION DU BAND JOIST TIE 5/8" PT PLYWOOD EXPOSED RAFTER TAIL PROVIDE MINIMUM 1-JACK STUD AT IX WALL JAMBS (REF IRC) DETAIL O NOT TO SCALE 52 DBL 2x HEADER W/ (2) ROWS OF 16d NAILS 0 12' CC TM_ 2x HEADER 1/2' PLYWOOD SHEATHING WI (2) ROWS OF 8d NAILS 0 6' OC (NOT REQUIRED FOR LVL HEADERS) TYPICAL - MULTIPLE HEADER DETAIL 02 NOT TO SCALE 52 TYPICAL GIRDER (2) 2,6 LMPSON MGT STRAP W1(22) 10d NAILS UP TO 3905 LBS CAPACITY FOR SYP W /(I) 1/2' HURRI -BOLT ASSEMBLY USE 2' SQUARE WASHERS W /NUT QUICK -TIE ASSEMBLY CONTINUOUS TO FOUNDATION. CGNAPR65ISN STUDS AS REOD PER WICK -TIE SUPPUER SYP /2 DOUBLE — HEADER PER IRC SIMPSON STRONG -TIE HID TO, PLATE / HURRICANE RE EA RAFTER W R WIT'/ (OR APPROI EQ) 16' FLOOR FRAMING MAX WIDTH =7z' 150 CUP 0 WINDOW SILL (TIP) SYPj2 SINGLE BOTTOM PLATE APICAL FRAMED WALL OPENING ELEVATION NOT TO SCALE PROVIDE MINIMUM 2 -KING 55105 AT EXT WALL JAMBS (REF IRC) QUICK -SE TYPICAL STUD REF ARCHITECT FOR SIZE AND LOCATION OF OPENINGS (2) 2x 5I1 (1W) NAIL JACK AND KING STUDS TOGETHER WITH 2 -ROWS 16d NAILS 0 12' DC eArel BRITT P ETERS e ASSOCIATES consulting engineers 1100 Queensborcugh Blvd. Suite 202 Mt. Pleasant, SC 29464 (843) 284-0400 Fax (843) 284-0401 www.brittpeters.cam LUBAR RESIDENCE 14 TENTH PLACE TYBEE ISLAND, GA U ISSUED FOR CONSTRUCTION DESCRIPTION 10 SF 2 Revisions Sheet Title SECTIONS AND DETAILS Drawn MJYM Designed CJM Checked CJM Date 01.31.11 Job No. 11037 Sheet No S2 HYDROLOGIC ENGINEERING REPORT FOR LUBAR BEACH HOUSE 14TH TENTH PLACE TYBEE ISLAND, GEORGIA PREPARED FOR: RETHINK DESIGN STUDIO EMC PROJECT NO.: 10 -0146 JANUARY 2011 EMC ENGINEERING SERVICES, INC, ENVIRONMENTAL POST OFFICE BOX 8101 23 EAST CHARLTON STREET MARINE SAVANNAH, GEORGIA 31412 PHONE: (912) 644 -3200 CIVIL FAX: (912) 233 -4580 www.emc - eng.com SURVEY ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, COLUMBUS, SAVANNAH, STATESBORO, & VALDOSTA TABLE OF CONTENTS Report Certification 1 Site Drainage Conditions And Summary of Run -off Flows 1 -2 Appendices Natural Resources Conservation Service Soil Map FEMA Flood Map Hydraflow Printout of Run -off Hydrograph for each basin Pre — Development Drainage Basin Exhibit Post — Development Drainage Basin Exhibit Hydraulic Calculations for drainage features LUBAR BEACH HOUSE 14 TENTH PLACE TYBEE ISLAND, CHATHAM COUNTY, GA EMC PROJECT NO.: 10 -0146 CERTIFICATION "I, Alec B. Metzger, a Registered Professional Engineer in the State of Georgia, hereby certify that the grading and drainage plans for the project known as Lubar Beach House, located at 14 Tenth Place, Tybee Island, Chatham County, GA, have been prepared under my supervision, and state that in my opinion, the construction of said project shall not produce storm drainage conditions that will cause damage or adversely affect the surrounding properties. This 7th day of January, 2011. SITE DRAINAGE CONDITIONS Pre — Development Conditions For the pre - development condition the site was assumed to be an existing residential lot with a ±1,400 SF block house, adjacent ±95 SF block shed, a 14' wide concrete drive, some concrete walkways, and a small grassed front and rear yard. The total lot size is approximately 0.12 acres. There are two pre - development basins for this lot. Basin A is 0.05 acres and drains into Tenth Terrace, which then drains towards Butler Avenue. Basin B is 0.07 acres and drains into Tenth Place, which then drains towards Butler Avenue also. Pre - Development Physical Data Drainage Basin Area (Acres) Ground Cover Type Hydrologic Soil Group Weighted CN Time of Concentration (Min.) Basin A = 0.05 Impervious Area, Grass in poor condition C 95 1, so use 6 Basin B = 0.07 Impervious Area Grass in poor condition C 93 3, so use 6 Total Area = 0.12 Run -off Calculations for Basin A Run -off Calculations for Basin B Storm Rate (CFS) 25 -YR 0.40 Storm Rate (CFS) 25 -YR 0.55 [1] LUBAR BEACH HOUSE 14 TENTH PLACE TYBEE ISLAND, CHATHAM COUNTY, GA EMC PROJECT NO.: 10 -0146 Post — Development Conditions Summary & Stormwater Management System Design The proposed drainage system will consist of sheet flow which will not change the existing drainage patterns of the site. For the post development condition the site is assumed to be a residential lot with a ±2,000 SF house, a 14' wide concrete drive, a flagstone walkway, a granite walkway and patio, and a grassed rear and front yard. The total lot size will remain at 0.12 acres. There are also two basins for this lot for post development conditions. Basin A is 0.05 acres and will continue to drain into Tenth Terrace. Basin B is 0.07 acres and will continue to drain into Tenth Place. Post - Development Physical Data Drainage Basin Area (Acres) Ground Cover Type Hydrologic Soil Group Weighted CN Time of Concentration (Min.) Basin A = 0.05 Impervious Area Grass in Good Condition C 93 6 Basin B = 0.07 Impervious Area Grass in Good Condition C 93 6 Total Area = 0.12 Run -off Calculations for Basin A Run -off Calculations for Basin B Storm Rate (CFS) 25 -YR 0.40 Storm Rate (CFS) 25 -YR 0.55 [2] 32° 0.0" 31° 59' 59" a U C 514545 Soil Map —Bryan and Chatham Counties, Georgia 514550 514555 514560 514p65 514570 0 C, m Om S E a / m0 v 0 —0 CO E CO M 0 M O C O Ni- 14 O. � M1�, . LO O V }..,ms CO N CO 80° 50' 45" 514545 514550 514555 Map Scale: 1:197 if printed on A size (8.5" x 11 ") sheet Meters 0 1.5 3 6 9 Feet 0 5 10 20 30 5141 560 �A Natural Resources Web Soil Survey a� Conservation Service National Cooperative Soil Survey 514565 514570 0 0 C, M v a Co M 1/7/2011 Page 1 of 3 32° 0' 0" 31 °59'59" Soil Map —Bryan and Chatham Counties, Georgia Area of Interest (AOI) I Soils MAP LEGEND Area of Interest (AOI) Soil Map Units Special Point Features W Blowout ® Borrow Pit X Clay Spot # Closed Depression x Gravel Pit Gravelly Spot Landfill A. Lava Flow ,L,, Marsh or swamp ▪ Mine or Quarry ® Miscellaneous Water CI Perennial Water . Rock Outcrop + Saline Spot Sandy Spot - Severely Eroded Spot • Sinkhole • Slide or Slip p Sodic Spot Spoil Area • Stony Spot 1, Very Stony Spot it Wet Spot t Other Special Line Features Gully Short Steep Slope Other Political Features 0 Cities Water Features Oceans Streams and Canals Transportation 447 Rails Ape Interstate Highways US Routes Major Roads Local Roads MAP INFORMATION Map Scale: 1:197 if printed on A size (8.5" x 11") sheet. The soil surveys that comprise your AOI were mapped at 1:20,000. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 5, Dec 21, 2006 Date(s) aerial images were photographed: 9/5/2007 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources ram Conservation Service Web Soil Survey National Cooperative Soil Survey 1/7/2011 Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Bryan and Chatham Counties, Georgia (GA613) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Cue Chipley -Urban land complex 0.1 100.1% Totals for Area of Interest 0.1 100.0% USDA Natural Resources RIM Conservation Service Web Soil Survey National Cooperative Soil Survey 1/7/2011 Page 3 of 3 1065000 FT 10TH TER 80° 50' 37.5" 32° 00' 00" PROPOSED SITE 3540000m N MAP SCALE 1" = 500' 250 0 500 1000 FEET METE at1I °N ,1111111111.11111 [jj I, tril PANEL 0326F FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA AND INCORPORATED AREAS PANEL 326 OF 455 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS' I a .1 11'a 1 d 111 DUI hill LEI OD' w I Mk a .al enm j,--, 01 11111111 °11.111)t 1 IIIJ IIIIl COMMUNITY NUMBER PANEL SUFFIX CHATHAM COUNTY 130030 0326 F TYBEE ISLAND, CITY OF 135164 0328 F -NOTE. THIS MAP INCLUDES BOUNDARIES OF THE COASTAL BARRIER RESOURCES SYSTEM ESTABUSHED UNDER THE COASTAL BARRIER RESOURCES ACT OF 1982 AND /OR SUBSEQUENT ENABLING LEGISLATION Notice to User. The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. 90818.4, A MAP NUMBER ; V°° 13051C0326F x r EFFECTIVE DATE �` °N° 0.0, SEPTEMBER 26, 2008 Federal Emergency Management Agency IIII jtiei.II i ®I ° °� kr This is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product. Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov Hydrology Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. Pre Development Basin A Hydrograph type = SCS Storm frequency (yrs) = 25 Drainage area (ac) = 0.050 Basin Slope ( %) = n/a Tc method = User Total precip. (in) = 8.00 Storm duration (hrs) = 24 Peak discharge (cfs) Time interval (min) Curve number (CN) Hydraulic length (ft) Time of conc. (min) Storm Distribution Shape factor Friday, Jan 7 2011 = 0.401 = 1 = 95 = n/a = 6 = Type III = 484 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 Hydrograph Volume = 1,385 (cult); 0.032 (acft) Runoff Hydrograph 25 -yr frequency 0.0 2.0 4.0 6.0 -- Runoff Hyd - Qp = 0.40 (cfs) 8.0 10.0 12.0 14.0 16.0 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 18.0 Time (hrs) Hydrology Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. Pre Development Basin B Hydrograph type = SCS Storm frequency (yrs) = 25 Drainage area (ac) = 0.070 Basin Slope ( %) = n/a Tc method = User Total precip. (in) = 8.00 Storm duration (hrs) = 24 Peak discharge (cfs) Time interval (min) Curve number (CN) Hydraulic length (ft) Time of conc. (min) Storm Distribution Shape factor Friday, Jan 7 2011 = 0.555 = 1 = 93 = n/a = 6 = Type III = 484 Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.0 Hydrograph Volume = 1,877 (cuft); 0.043 (acft) Runoff Hydrograph 25 -yr frequency 2.0 4.0 6.0 Runoff Hyd - Qp = 0.55 (cfs) 8.0 10.0 12.0 14.0 16.0 Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 18.0 Time (hrs) Hydrology Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. Post Development Basin A Hydrograph type = SCS Storm frequency (yrs) = 25 Drainage area (ac) = 0.050 Basin Slope ( %) = n/a Tc method = User Total precip. (in) = 8.00 Storm duration (hrs) = 24 Peak discharge (cfs) Time interval (min) Curve number (CN) Hydraulic length (ft) Time of conc. (min) Storm Distribution Shape factor Friday, Jan 7 2011 = 0.396 = 1 = 93 = n/a = 6 = Type Ill = 484 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0.0 Hydrograph Volume = 1,341 (cuft); 0.031 (acft) Runoff Hydrograph 25 -yr frequency 2.0 4.0 6.0 Runoff Hyd - Qp = 0.40 (cfs) 8.0 10.0 12.0 14.0 16.0 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 18.0 Time (hrs) Hydrology Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. Post Development Basin B Hydrograph type = SCS Storm frequency (yrs) = 25 Drainage area (ac) = 0.070 Basin Slope ( %) = n/a Tc method = User Total precip. (in) = 8.00 Storm duration (hrs) = 24 Peak discharge (cfs) Time interval (min) Curve number (CN) Hydraulic length (ft) Time of conc. (min) Storm Distribution Shape factor Friday, Jan 7 2011 = 0.555 = 1 = 93 = n/a = 6 = Type I I I = 484 Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.0 Hydrograph Volume = 1,877 (cuft); 0.043 (acft) Runoff Hydrograph 25 -yr frequency i 2.0 4.0 6.0 Runoff Hyd - Qp = 0.55 (cfs) 8.0 10.0 12.0 14.0 16.0 Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 18.0 Time (hrs) e BENCHMARK PK NAIL ELEV. 9.31(NAVD88) EXISTING BUILDING LINE O' p 1 CONC. k PRE BASIN A 0.05 ACRES 0.40 CFS BLOCK BLDG. PRE BASIN B 0.07 ACRES 0.55 CFS EXISTING BUILDING LINE STEPS HOLE IN CON EXISTING BUILDING LINE EXISTING BUILDING LINE EMC ENGINEERING SERVICES, INC. POST ST BOX 8101 1 _ 23 aE EAST CHARLTON RGI STREET SAVANNAH, GEORGIA 31412 ow PHONE (912) 844 -3200 Walt FAX: (912) 233 -4580 ermomoaK eavannahOemc- eng.com ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, COLUMBUS, SAVANNAH STATESBORO & VALDOSTA PRE DEVELOPMENT EXHIBIT LUBAR BEACH HOUSE TYBEE ISLAND, CHATHAM COUNTY, GA Prepared for: RETHINK DESIGN STUDIO PROJECT NO.: DRAWN BY: DESIGNED BY: SURVEYED BY: SURVEY DATE: CHECKED BY: SCALE: DATE: 10 -0146 DWF DWF N/A N/A ABM 1 " =20' JAN.2011 1 BENCHMARK PK NAIL ELEV. 9.31(NAVD88) EXISTING BUILDING LINE b 9 .-PKS TENTH TERRACE ,�o X I f — POST BASIN A 0.05 ACRES 0.40 CFS "P4ZbP�5"I•'D FFE 12.70 I 4" HT. VERTIC`4L CURB / 4' EX. BLOCK WALL TO REMAIN EXISTING BUILDING LINE EXISTING BUILDING +1¢.10 POST BASIN B 0.07 ACRES 0.55 CFS 12.65 + ii:oo 3R,+ 10.90 + FLAGSTONE WALK +10.80 11.30+ 10.90 + STEPS + 10.50 TENTH PLACE N } 4; r m 1 / k1 9 EXISTING BUILDING LINE EMC ENGINEERING SERVICES, INC. POST OFFICE BOX 8101 Ow SA EAST , GGI STREET 2 SAVANNAH, CHARLTON RL 31412 am PHONE (912) BM -3200 wale FAX: (912) 233 -4580 oWMaeeITM. savannahOemc— eng.com ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, COLUMBUS, SAVANNAH STATESBORO & VALDOSTA POST DEVELOPMENT EXHIBIT LUBAR BEACH HOUSE TYBEE ISLAND, CHATHAM COUNTY, GA Prepared for: RETHINK DESIGN STUDIO PROJECT NO.: DRAWN BY: DESIGNED BY: SURVEYED BY: SURVEY DATE: CHECKED BY: SCALE: DATE: 10 -0146 DWF DWF N/A N/A ABM 1 " =20' JAN. 2011 HYDRAULIC ANALYSIS LUBAR BEACH HOUSE, EMC Job# 10 -0146 DRAINAGE FEATURE CONTRIBUTING BASINS PIPE CAPACITY ANALYSIS SLOPE CAPACITY HEAD DRAINAGE AREA Tc CN FLOW (25 YR) CROSS SECTIONAL AREA (ACRES) (HOURS) ( #) CFS (SF) % CFS (FT) 4" VERTICAL CURB AND CONCRETE DRIVE DRAINAGE BASIN 1 0.01 0.1 98 0.08 0.69 2.5 2.69 (HALF) GRASS SWALE DRAINAGE BASIN 2 0.02 0.1 82 0.14 1.00 1.7 0.32 (FULL) - Summary At the worse case scenario, the 4" vertical curb (located along western property line) channel can handle the run -off that flows to it (0.08 CFS < 2.69 CFS). Actually the curb can handle the run -off draining to it at half capacity (2" high). At worse case scenario, the grass swale (located along eastern side of lot) can also handle the run -off that flows to it (0.14 CFS < 0.32 CFS). ApFirO'CrA t O,f1." F-11Ci'M RaMara Ant-IT-nos" ,„_“' • Ps3TD. -44 8T,v1? Th1-137U muei C;Qmply with 'The,- Nal!on:31Film:tric 267,412, Ed it n. e qew'c.tia 11-11,10i COrfiniy MC-3,; PhArtiblini-1 Fli!t,i311 of Oenfgin AFPoridmoni:o . mIy Mill The GeoiVE-.1 at Energy Coda EdMon and Ststa A:nom:Nei/to 4A. 'Re5 e-NICalZ&Li Co nil"-pt ca--4-g- v.) lk kr 1111 NT TERRACE 15' R, GRANITE DUST SIDEWALK W/ METAL EDGER (NO SLATE) SERVICE YARD BEDROOM 2 a_c. GYP. BEDROOM 1 10' CLG. GYP. OUTDOOR SHOVER AND SPIKET r FALSE BEAM STOliAd DINING lot CLG. WOOD 10'-4 /2" 1 1/2" 10' CLG. GYP. BEDROOM 3 10' CLG. GYP. BENCH/SHELVES/HOOKS 8' X 8' FALSE BEAM Jj Z.7.1,1:5")[;12)FACiVIc-\ p /■/*". .,-,0°"""" dioloo dee' "" /1 OL er: F. Di 17' N7 CLOTH IN PLAniiii w rii,e -17.r2 (..3060 fafi-to reya,-;-a E:ndalE- -:.:•;franainY,IaL;', as 6aance s: aaide any cods:a those eros;sn and and :-lsfaYsT,Pays. ;ha Fe Via- V.7 (O: CM: 3;1 e -1E1 2.0t conatrYed as a warren'aly cluarantc..e. llW'LcL ag....:411111" DATE 1 •-- 111111r1/0"-- Certificate„of Occu,garKy INN/ 1-n aaa tin CZ"; cii7 Tyr;ee Island until after a fined bt.iikllng inopeci",icn FEMA inspection have been passed, the drOiM"?1,30 and v■,ater/sevver installations at the site lvilve. an appr6-ved, and any required tree mitigation has bC-C;f1.. @CCCifiVpkhd. Signature Printed Narrie Date &l A. Pr4 NCPCI NrrE.A. - IrA,Moe ;5 CJ ra1 azit of valm ff; P orte Too— The cra:Ft..M2-Ce: frrirze, Erz14 XsfiFm.c.,1„ oitih-Hlnce, Cie My may rogt,Iii‘2 :eondsi5: c dar ura the oblioatioiL LIVING CLG. WOOD 0EI FRONT REAR sIDES SCREEN PORCI- BEAD BOARD SOFFIT P.T. DECKING rnt M ET1 t 4 GRANITE DUST SIDEWALK AND SLATE PAVERS W/ METAL EDGER TRANSPLANT EXISTING PALM TREE EXISTING 24" D LIVE OAK TREE IH\VfH PLACE 15' SIT r. • PLAN (90' SCALE: 1/4" = 1 '-.0" 0 1 2 3 4 5 • 10 REVISIONS: 11-02-2010 ISSUED FOR BUILDING PERMIT 0 cn 0 (I) V 0LO rso 0 NI (\1 <Y.) Z < X > < < cr) 8 0 I- N 0 (I) In 1 (7). l`r) LI-I CN CN Z v—) X. Ui Ui 0 LU C! 114 WEST JONES STREET TELEPHONE: DATE: 1 2/1 5/2010 REV. SHEET TITLE SITE PLAN SHEET NO. S FILE: 2" X 6" STUDS WOOD FRAME WALL - r x 10" GALV. ANCHOR BOLT W/ 3 X 3 X 1" WASHER @ 12" OFF EACH CORNER AND 12" OFF END OF EACH SILL PLATE. 18" O.C. BETWEEN CORNERS. SAW CUT CONTROL JOINT (TYPICAL) - WELDED WIRE 3/16" WELDED WIRE MESH (W 6x6) CMU BOND BEAM WITH #5 CONT. FFE = 12.70 8" MASONRY STEMWALL.----,„ #5 VERTICAL REINF. WITH STANDARD 90° HOOK TOP GROUT SOLID MAX. SPACING 32" GRANULAR SUBGRADE COMPACTED TO 100% STD. PROCTOR #5 DOWEL WITH STANDARD 90° HOOK BOTTOM - SAND SUB-GRADE COMPACTED TO 100% STD PROCTOR TYPICAL SLAB SECTION SCALE: 1" = l'-0" ELEVATION VARIES 10.00- 11.70 0' GRAPHIC SCALE: 1" 1'-0" /A A 3" MIN. CLEAR TO REINF. BOTTOM AND SIDES OF FOOTING OUTER BAR CONTINUOUS AROUND CORNERS TE 3' PROJECTION 7" MIN. SECTION 1 -I LL1 E L.! pi 0 0 E_ 0 0" (N • t) 00 CP Z 1 tOC 0 k.:) NI- a) I I 0 0 co to 0 co cc co c < t_ WI (NI a.) 0 - - LT- (3) (•4 Li. v- 0 OV)Z . < > 0 N)< I <0 a N 1.1.. - 3" HOOK 1" � ANCHOR BOLT 13" LONG NOTE: ANCHOR BOLTS MAY BE 10" LONG EPDXY SET BOLTS IF PROVIDED AFTER SLAB r0 ANCHOR BOLT W/ 3 X 3 X WASHER SQUARE WASHER AND NUT EXTERIOR STEMWALL FOUNDATION WITH SLAB-ON-GRADE WALL FOOTING SCALE: 1" = TYPICAL SILL PLATE ANCHOR BOLT DETAIL SCALE: 1" = 1'-0" IRO UCT. H40ai1 AND SST D 1040 SECT, 003 DOLTS SHALL BE 10 INCHES LONG, 5/5 INCH IN DIAMETER WITH A 3X3 INCH WASHER .1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES O CORNERS .an 10 TO 48 INCHES ON CENTEI,L MINIMUM 30" LAP SPLICE @ CONSTRUCTION JOINT LOCATIONS - - x 10" GALV. ANCHOR BOLT W/ 3 X 3 X WASHER - CONSTRUCTION JOINT W/ WATER STOP (TYP.) .-WELDED WIRE MESH (W 6x8) -!1(1) #5 BAR CONT. GRANULAR SUBGRADE COMPACTED TO 100% STD. PROCTOR - (3) #5 BAR SPACED EQUALLY TYPICAL CONSTRUCTION JOINT DETAIL (IF REQD.) SCALE: 1" = 1'-0" 3" MN. CLEAR— TO REINF. BOTTOM AND SIDES OF FOOTING SECTION 2 - 2 INTERIOR LOAD BEARING WALL FOOTING SCALE: 1" = PROJECT NO.: DRAWN BY: DESIGNED BY: SURVEYED BY: SURVEY DATE: CHECKED BY: SCALE: DATE: 10-0146, TCB _ EJ N/A N/A _ EJ DEC. 2010 SHEET GENERAL NOTES 1. SOIL SHALL BE TREATED FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH ALL APPLICABLE CODES & ORDINANCES. 2. ALL PLUMBING FIXTURES & TRIM TO BE SELECTED BY THE OWNER. 3. SEA GRASS CARPET WILL BE SELECTED BY THE OWNER AND INSTALLED IN BEDROOMS & CLOSETS ON FIRST FLOOR. SLATE TILE WILL BE INSTALLED IN ENTRY LIVING DINING, KITCHEN, AND HALL. PAINT GRADE WOOD FOR STAIR INTERIOR RISERS AND TREADS WITH SEA GRASS CARPET RUNNER. 4. AN ELECTRIC WATER HEATER (MIN. 75 GALLONS) SHALL BE PROVIDED WHERE SHOWN; PROVIDE OVERFLOW PAN AND DRAIN LINE TO EXTERIOR, 6" ABOVE GRADE. WATER HEATER SHALL MEET THE MINIMUM PERFORMANCE SPECIFIED IN TABLE 504.2 OF THE INTERNATIONAL ENERGY CONSERVATION CODE (2000- ED.), BUT NOT LESS THAN AN ENERGY FACTOR OF 0.90. °Zo g 5. THE OWNER WILL DECIDE ON THE LAYOUT AND TYPES OF CABINETWORK Sc APPLIANCES. THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE COST FOR INSTALLATION OF ALL APPLIANCES, FIXTURES & PLUMBING IN CABINETWORK. 6. ALL EXTERIOR AND LOAD BEARING WALL TO BE 2X6 FRAMING. 7. ALL PLUMBING WALLS TO BE 2X6 FRAMING. 8. ALL POCKET DOORS TO BE 2X6 FRAMING. 9. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. WINDOWS, DOORS AND SKYLIGHTS SS T D 10.99 TABLES 502A1, 602A2, 602A3, SECT, DO4 AND IRC 301.2.1.2 WINDOWS, GLASS DOORS AND SKYLIGHTS HAL L BE APPROVED AND INSTALLED TO COMPLY WITH ROTH POSITIVE AND NEGATIVE. PRESSURES. Rzou10. 141aIN & Dr3as ENCY ESCAPE AND RESCUE OPE CT. 310 ERGENCY ESCAPE, , AND RESCUE OPE SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SO, FT. EXC P I ;LOON OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF a SLR. F >. I.D. IMAGE QTY. DESCRIPTION BRAND ROOM FLOOR 12 PRIMED DOUBLE -HUNG; FRAME SIZE: 37- 3/8 "(W) X 60 1 /2 "(H); SERIES: TRADITION PLUS WOOD; VERTICAL GRILLE (TOP ONLY); UPPER/ LOWER SASH OPERABLE JELD -WEN CLG. FIT. SCREEN PORCH ENTRY Q LIVING ROOM DINING AREA �` -� KITCHEN v y HALL — BEDROOM 1 BEDROOM 2 BEDROOM 3 i SLEEPING LOFT o BATH 3 z N CONCRETE — PAINT SLATE TILE 8 "X16" SLATE TILE 8"X16" SLATE TILE 8X16 SLATE TILE 8 "X16" SLATE TILE 8 "X16" SEA GRASS CARPE SEA GRASS CARPET PENNY GASSNCARPET PAINTED WOOD CERAMIC TILE 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8- WOOD 6" WOOD 6" WOOD b EXP. RAFTERS TONGUE AND GROOVE TONGUE AND GROOVE TONGUE AND GROOVE GYP. GYP. GYP. GYP. EXP. RAFTERS AND GYP. EXP. RAFTERS AND GYP. 10'-0"+/ 12' CENTER A A 4 PRIMED DOUBLE -HUNG; FRAME SIZE: 29- 3/8 "(W) X 60 1 /2 "(H); SERIES: TRADITION PLUS WOOD; VERTICAL GRILLE (TOP ONLY); UPPER / LOWER SASH OPERABLE 4 B ft 3 PRIMED DOUBLE -HUNG; FRAME SIZE: 37- 3/8 "(W) X 52 1 /2 "(H); SERIES: TRADITION PLUS WOOD; VERTICAL GRILLE (TOP ONLY); UPPER/ LOWER SASH OPERABLE - C 1 -7 PRIMED CASEMENT; FRAME SIZE: 30 "(W) X 32 "(H) NO GRILLE; OPERABLE (5 LEFT HAND, 6 RIGHT HAND) - - - ',, 4,,, [D (0 2 PRIMED GEO RADIUS WINDOW (DIRECT SET); FRAME SIZE: 20 "DIA. NO GRILLE; FIXED - _ 0 1 PRIMED GEO RADIUS WINDOW (DIRECT SET); FRAME SIZE: 30 "DIA. NO GRILLE; FIXED _ FINISH SCHEDULE (VERIFY ALL FINISHES WITH OWNER /DESIGNER) ROOM FLOOR BASE WALLS CEILING CLG. FIT. SCREEN PORCH ENTRY Q LIVING ROOM DINING AREA �` -� KITCHEN v y HALL — BEDROOM 1 BEDROOM 2 BEDROOM 3 i SLEEPING LOFT o BATH 3 z N CONCRETE — PAINT SLATE TILE 8 "X16" SLATE TILE 8"X16" SLATE TILE 8X16 SLATE TILE 8 "X16" SLATE TILE 8 "X16" SEA GRASS CARPE SEA GRASS CARPET PENNY GASSNCARPET PAINTED WOOD CERAMIC TILE 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8" WOOD 8- WOOD 6" WOOD 6" WOOD SCREEN/HARDI 8 "W HORIZONTAL BUTT JOINT PANELING 42" AFF). GYP. ABOVE 8 "W HORIZONTAL BUTT JOINT PANELING FULL HEIGHT) 8"W HORIZONTAL BUTT JOINT PANELING FULL HEIGHT) GYP./ TILE BACKSPLASH 8" HORIZONTAL BUTT JOINT PANELING (FULIT, HEIGHGYP. 8"W HORIZONTAL BUTT JOINT PANELING (42 AFF). GYP. ABOVE 8 "W HORIZONTAL BUTT JOINT PANELING (42" AFF . GYP. ABOVE 8' W HORI HORIZONTAL BUTT JOINT PANELING CEILING (2 "AF SHOWER) ABOVE GYP. GYP. EXP. RAFTERS TONGUE AND GROOVE TONGUE AND GROOVE TONGUE AND GROOVE GYP. GYP. GYP. GYP. EXP. RAFTERS AND GYP. EXP. RAFTERS AND GYP. 10'-0"+/ 12' CENTER — -4" FINISH SCHEDULE NOTES: 1. VERIFY WHICH ROOMS ARE TO RECEIVE CROWN MOLDINGS WITH OWNER. 2. ALL WOOD TRIM IS TO BE SELECTED BY OWNER. 4,0 IRC k3 THE L M UST DESI (SHESIThU : '. 15132 I siI I Q 48' -4' AREA CALCULATIONS (PER UNIT) 1ST FLOOR HVAC AREA 2ND FLOOR HVAC AREA TOTAL HVAC AREA 13' -72" 11' -3' SERVICE YARD r 19' -4' 2' -4' 10' -112° 18' -0' 5' -9' 3' -1' 1,646 SF 665 SF = 2,311 SF BEDROOM 1 KITCI -EN 10' CLG. WOOD FLOOR DRAIN SHELVES 8° X 8" FALSE BEAM N WATER SPIKET LINEN CL 2' -O' DINING 10' CLG. WOOD I I I I I I L - -JI I---.II L - -J1 J BEDROOM 3 10' CLG. GYP. BENCH /SHELVES/NOOKS 8'X8" FALSE BEAM SCREED PORCH BEAD BOARD SOFFIT P.T. DECKING FIRST =LOOR PLA\ SCALE: 1/4" = 1' -0" 0 1 2 3 4 5 10 REVISIONS: 11-02-2010 ISSUED FOR BUILDING PERMIT 0 V (f) I I I— w w F-- w (n W z 0 (!) w �I- TELEPHONE: 0 LL III (f) 0 M� W co Chi N) 1 DATE: 12/15/2010 REV. SHEET TITLE FIRST FLOOR PLAN SHEET NO, A FILE: GENERAL NOTES 1. ALL EXTERIOR AND LOAD BEARING WALL TO BE 2X6 FRAMING. 2. ALL PLUMBING WALLS TO BE 2X6 FRAMING. 3. ALL POCKET DOORS TO BE 2X6 FRAMING. 4. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 5. ALL PLUMBING FIXTURES & TRIM TO BE SELECTED BY THE OWNER. 13' -10' 1111111111M BUILT -IN DESK W/ SHELVES 12'-4 0 CENTER /EXPOSED RAFTERS MIRROR BATH 3 GYP. CID. CURTAIN TILE LEDG FULL HEIGHT WALL FOR TV (6" WALL) • ATTIC AIR HANDLER, %H BUILT -IN DESK W/ SHELVES S ICO\D -LOOR PLA SCALE: 1/4" = 1' -0" 0 1 2 3 4 5 10 REVISIONS: 11 -02 -2010 ISSUED FOR BUILDING PERMIT 0 cn 0 O 0 z 10 0 cfl r0 N N CT) C X U- RE DATE: 12/15/2010 REV. SHEET TITLE SECOND FLOOR PLAN SHEET NO. A2 FILE: V'ALL CWi 'RU CABLE WALLS SHALL BE 01.,IrT IN ACCOtli\lt',F:-i SSID10-,4).3 SECT. 305.2„2,, FIG, 305j AND 307,3.1 4- RAKE 4RAKE,k_ ASPHALT SHINGLES ID" OH imuniummiumarmoommuswelamumminummuspirr, 1111111111101M1111111111111111111111111111111111111111=1111111111fflpit IIHIMUMNIM11111111111111M1111111111M811111111111111111111111m111100 1111101111111M1111110111111111111MIIMIUME11111111111111111111111111111 1111111111111111111111111111MMOMIIIIIMIIMINIK116111111111111 11111111111111111111111111111111111111111111111111110111111111M111111111101111 1111M1111111101111111111111111MIIMMMIIMINSIMMINIIIIIIMM11111 M111111811411111110111111M11111111111M111111111M1111111011111M 1111111011111111M111111110111111111111111111111111111M1111111U1i17 1111111c1111111111111111111111111111111111111101111111111111111IMMIN 1111111111111111110111111111011111111111111111M1111111111111111111111amiw- 111111111111111111111111111111111111111111111111011111111111111111117Pr 111111111111111111111111111111111111111M1111111111=1111111111111TV 1111.1111111111111111111111111111111111111111111101M1111111111111E1111111111W 111111111111011111111111119M11110111111111111110MOSIIMIMV ASPHALT SHINGLES 14 RAKE METAL ROOF l'4" RAKE 2'-7' 4- RAKE-4- summanammuummumminsussi milimuluvisTraimminasmnalummismansprannatinimuslimminfilimiT immune on in air ma, 11111111 I lifigiumpnini rug 111111181111nrilmirmillaillionnaimuni I 1 111011111111MIMMI111111111 1111111111111111M111111M1 11111M11111111111181111111 11111111/111MITM1111111111 I _1 111111111111111111111111111111 1111 111111111111111111111111111MUM MI I 11111111111111111111111M111111 11111111111111111111111111111 1 11111M1111111111111111111111111 1111.11 111111111111111111111111W 111110111111111111111111111111 11111111M1111111111111111111 11 1 11111111111111111111111101111 IIIIMIMIMM1111111111111B 11111111111111111111 MIMINIIIM110111111 n1U_1 11111111111111111111111111111 1111111 I 1 IIMM11111111111111111111 111111111MMIIITIMIIIMID3 _1111111111111111111=1111111i 1111 11,1111111110111111111111111li 1 111111111111211111111111 I 11111111111111111111111111111 1111111111111111111111111111111M11111111111110110111111111MIIIMMIIIIIIIIIIIMIT1011111111M1111111111111115111111.111111111111111M1111111111110111111111111111011111M10111 111101111111111111111111U11111111111111 11ffillfillielliliffillilllillIMU11111111M11111111111111111111111111M1111111111111111111MMIIMIUMMIUMMUNIIIMIIMMIIIMM111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 FALSE WINDOW W/ INSET SHUTTERS 12 METAL ROOF D111001= 2I-7" O.K. 1LBASE FL( OD ELEV. +/- RIG T SID SCALE: 1/4" = HL "NATION PAiL Sith moro than 30" n holpiit requh 34"/03" handmIL',. Porches, bdt.mi,a, ramp t: cioctw 'mom ihail 30" above require 8a" Large-M. opeminp pormittact 4" EXPOSED RAFTER TAILS 8" HARDIEPLANK LAP SIDING NON-TEXTURED HARD! 8X8 COLUMN 3 10' O.H. mnininornmiumninpomnommirmommimmiapiinwmporourseumilinonnursommumnimumnrommominmoommana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j. uis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mui 1111111MIIIMM1111111133#011 111111111111111111MMINuallfi 11.1111.11111.111161111111111111111111111111111111 1111111111111111111111111111C —01111111111111111111111M1. MUM M1111111111111111M111111111111101111i mannormammonuarim 1111M11111111111111111111111111M IM1111M11111M111111111111111111 IIIMMOM111111111111 11 •■■■ tt t. t■ ta ■■■• it "1111 1.3,11 1111[1 111111 111111 11 /111 111/ 11111 111111 111111 it it ■i iiit it 1111 111111 1111 111111 111111 111111 111111 111,11 It 12 111/11111. 11111111111111111111191111111111 ■1011.19.- • 1 11 1 HARDI 6X6 POST W/CAP & BASE HARDI RAIL & PICKETS HARDI WOOD STEPS Ii 2'-7" 4- RAKE -4- BAC HL EVATIO\ SCALE: 1/4" = 1'-O" 11-0" RAKE RAKE SERVICE YARD IV/ GATE 014 PLATE BASE FLOOD ELEV. 4 12'4' +1- IN 1r0" art -mitmlommuommo MIMI= 114111111111111111 IN 1111111111111101 \ Emumonon I 111111111111111 I 11111111111111111111 111 11. 114110111II 1 11111111111111I 1 0 M IMO= N7"II M r-5" 4RAKE 111111111111111111111111111111111111101111111111111111111 111111nmommimmummumm ii111111111111111111111111111111111111111111111 110101MIMNIMMIIIMOINHIMM1111111 •1�MM11111111111111111111111111111111Ma umousimunumnummuumme IMM111011111MMONIMIIIMMILIMIll 111111111111111111111111111111111111111111111M 11111111111MAMIMAMMISIMIMIMP u111111111111111M1111M8111111111M1111111 111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 MMIIIIMMIMBMIMMIEM1111 inarminmr 1111111111111111111111111111101 ASPHALT SHINGLES METAL ROOF EXPOSED RAFTER TAILS AUNT BEAM & COLUMN 6" NARDI-TRIM W/ 1' CAP 6. HARDI-TRIM HARDI-TRIM INSECT SCREEN HARDI 8X8 COLUMN HARDI 6X6 POST ititP & BASE HARDI 2X2 "X" RAIL HARD! RAIL & PICKETS HARM WOOD STEPS ki E 0 etreD 10419 Wind)m avi. 01%1 hal instal/ea near corners with 27 inch for 8 feet wail heigfri, and 34 inches for 'it) feet tvoU OLbi ShRWg-erch SCALE: 1/4" = "LRONT SCALE: 1/4" = P.T. 6x6 POST WD. STEPS CAP & BASE (TYP.) EVA-ION OPERABLE SHUTTERS VI! SHUTTER DOGS COCIC . • - . it 00C-,6311-iti WittA . ln 12'-7" +J- BASE FLOOD ELEV. tiAilVMT.7; -he; - mteri 0 1 2 3 4 5 10 REVISIONS: 11-02-2010 0 7 (c) LO co CNI 0) LL cN t:iro rz v) LLJ- Z 0 F- Z (/) 0 W Ld cY 0 Lj CO CN N) N) LiJ < m < >-m<o 111 LL CD < I z 1 0 < (r) —mIII Fo LLI LLI LiJ < >-- Z M DATE: 12/15/2010 REV. SHEET TITLE ELEVATIONS SHEET NO. A3 FILE: 2'-7" 4- RAKE -4- BAC HL EVATIO\ SCALE: 1/4" = 1'-O" 11-0" RAKE RAKE SERVICE YARD IV/ GATE 014 PLATE BASE FLOOD ELEV. 4 12'4' +1- IN 1r0" art -mitmlommuommo MIMI= 114111111111111111 IN 1111111111111101 \ Emumonon I 111111111111111 I 11111111111111111111 111 11. 114110111II 1 11111111111111I 1 0 M IMO= N7"II M r-5" 4RAKE 111111111111111111111111111111111111101111111111111111111 111111nmommimmummumm ii111111111111111111111111111111111111111111111 110101MIMNIMMIIIMOINHIMM1111111 •1�MM11111111111111111111111111111111Ma umousimunumnummuumme IMM111011111MMONIMIIIMMILIMIll 111111111111111111111111111111111111111111111M 11111111111MAMIMAMMISIMIMIMP u111111111111111M1111M8111111111M1111111 111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 MMIIIIMMIMBMIMMIEM1111 inarminmr 1111111111111111111111111111101 ASPHALT SHINGLES METAL ROOF EXPOSED RAFTER TAILS AUNT BEAM & COLUMN 6" NARDI-TRIM W/ 1' CAP 6. HARDI-TRIM HARDI-TRIM INSECT SCREEN HARDI 8X8 COLUMN HARDI 6X6 POST ititP & BASE HARDI 2X2 "X" RAIL HARD! RAIL & PICKETS HARM WOOD STEPS ki E 0 etreD 10419 Wind)m avi. 01%1 hal instal/ea near corners with 27 inch for 8 feet wail heigfri, and 34 inches for 'it) feet tvoU OLbi ShRWg-erch SCALE: 1/4" = "LRONT SCALE: 1/4" = P.T. 6x6 POST WD. STEPS CAP & BASE (TYP.) EVA-ION OPERABLE SHUTTERS VI! SHUTTER DOGS COCIC . • - . it 00C-,6311-iti WittA . ln 12'-7" +J- BASE FLOOD ELEV. tiAilVMT.7; -he; - mteri 0 1 2 3 4 5 10 REVISIONS: 11-02-2010 0 7 (c) LO co CNI 0) LL cN t:iro rz v) LLJ- Z 0 F- Z (/) 0 W Ld cY 0 Lj CO CN N) N) LiJ < m < >-m<o 111 LL CD < I z 1 0 < (r) —mIII Fo LLI LLI LiJ < >-- Z M DATE: 12/15/2010 REV. SHEET TITLE ELEVATIONS SHEET NO. A3 FILE: THIS DRAWING IS CERTIFIED TO BE A TRUE ORIGINAL WHEN SEALED BELOW PLUMBING LEGEND: 0 0 FD FLOOR DRAIN FS OHO 0 CO HB FLOOR SINK HUB DRAIN CLEAN OUT SHUT-OFF VALVE AND BOX 3/4" FREEZEPROOF HOSE BIBB, 18" A.F.G. WITH BACKFLOW PREVENTER SANITARY SEWER LINE GREASE WASTE LINE VENT. LINE HOT WATER COLD WATER PROPANE GAS RECIRCULATING. HOT WATER GO/ ••■••••••■•••••••■•■•••••■•■••••■•••■•••■■•■••■••■• 01•1111■11.1. 11•110.01111•MMINOMMON. 00. •••■■111 MON 1. LPG • • ■•••••••••••■•••••••■••••• GENERAL PLUMBING NOTES: ALL PLUMBING MATERIALS, TRAPS, VALVES, SHUT OFFS, REDUCING VALVES, AND FITTINGS NECESSARY FROM EQUIPMENT POINT OF CONNECTION TO ROUGH—IN POINT AS SHOWN ON THESE PLANS WILL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. CONTRACTORS TO VERIFY ALL EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. THIS DRAWING IS FOR CONCEPTUAL USE ONLY. EXACT ROUTING OF WASTE, GAS AND WATER SERVICE SHALL BE DEPENDENT ON LOCAL CONDITIONS. EQUIPMENT CONNECTIONS AND LOCATION OF EQUIPMENT MAY VARY DEPENDING ON LOCAL CODE AND HEALTH DEPARTMENT REQUIREMENTS. COORDINATE HVAC CONDENSATION DRAIN, WATER HEATER PAN AND AIR HANDLER PAN TIE—IN LOCATIONS WITH MECHANICAL PLAN, HVAC CONTRACTOR, AND ARCHITECT. PROVIDE 12" HIGH AIR HAMMERS AT ALL FIXTURE WATER SUPPLIES ONE PIPE SIZE LARGER THAN. RISER. PLUMBING CONTRACTOR TO SUPPLY SUBMITTALS ON ALL FIXTURES TO OWNER FOR APPROVAL PRIOR TO BEGINNING WORK. HEAT TRAPS OR CHECK VALVES SHALL BE INSTALLED ON BOTH COLD AND HOT WATER LINES AT WATER HEATERS WITH VERTICAL RISERS. INSULATION WITH A MINIMUM VALUE OF R-1.0 ON THE FIRST 8 FEET OF OUTLET PIPING AND THE INLET PIPING THRU THE HEAT TRAP OR CHECK VALVE. INSTALL FIXTURE TRAPS AND TRAP SEALS PER IPC "NI r • .., . P76 11 I .1 4" NOTES (THIS SHEET ONLY) : KEYED NOTES DESIGNATED BY 0— UP TO UP TO UP TO UP TO UP TO UP TO UP TO UP TO WATER CLOSET LAVATORY SINK SHOWER TUB TUB/SHOWER WASHER WALL BOX FLOOR DRAIN CAST IRON WASTE DOWN. TO FIRST FLOOR CAST IRON WASTE DOWN FROM SECOND FLOOR CONNECT TO AIR ADMITTANCE DEVICE VENT UP. CONNECT TO VENT SYSTEM VENT THRU ROOF FROM FIRST FLOOR VENT THRU ROOF UP FROM BELOW. VERIFY LOCATION W/ARCHITECT. CLEANOUT TWO WAY GRADE CLEANOUT SECO\D FLOOR CONNECT TO SEWER LATERAL. SEE SITE PLAN Pinhn Isith The iiMmMloosj Mmnibikl of SANITARY WASTE PLAN 1RST .4011ma out,. .tly• * No, . !Jp,o,,, .... j $' ILI '''' : 0 i cc .. :: W I— • — *-- 0 C) " Li" '' < T° X ';' \''' .e a-, g2. 0 z ,-- 4t, a_ ,,,_ 61 '...... ..... ,z., oc) '‘;' -)°°.0.....-(j)--leal.'': .4; , 4 6, . 0 fr (IlLij 0 %;:ilz.-7:7:2 ,..ii4 t .A ii.." c.t:jict 0 ,....- .. s . -4 w w 0 Cr DESIGNED BY: RL CAD BY: RL CHECKED BY: JRO -EERED SYSTEMS 55 NEW ORLEANS ROAD SUITE 200 HILTON HEAD ISLAND, SC 29928 843/686-5300 <-7 .4 S IZ u., a. z ,:t o 0 I= L... Ct. ik- 0 to 0 0 0 Lai I-- ,- < 0 0 ....... C4 z lt.l> CC PROJECT NUMBER 210195 DRAWING P 1 SHEET NUMBER 1 OF 3 THIS DRAWING IS CERTIFIED TO BE A TRUE ORIGINA PLUMBING LEGEND: 0 0 FD FLOOR DRAIN FS O HD O co FLOOR SINK HUB DRAIN CLEAN OUT -IDc* SHUT —OFF VALVE AND BOX Hg+— 3/4" FREEZEPROOF HOSE BIBB, 18" A.F.G. WITH BACKFLOW PREVENTER SANITARY SEWER LINE G■ LPG GREASE WASTE. LINE VENT LINE HOT WATER COLD WATER PROPANE GAS RECIRCULATING HOT WATER GENERAL PLUMBING NOTES: ALL PLUMBING MATERIALS, TRAPS, VALVES, SHUT OFFS, REDUCING VALVES, AND FITTINGS NECESSARY FROM EQUIPMENT POINT OF CONNECTION. TO ROUGH —IN POINT AS SHOWN ON THESE PLANS WILL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. . CONTRACTORS TO VERIFY ALL EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. THIS DRAWING IS FOR CONCEPTUAL USE ONLY.. EXACT ROUTING OF WASTE, GAS AND WATER SERVICE SHALL BE DEPENDENT ON LOCAL CONDITIONS. EQUIPMENT CONNECTIONS AND LOCATION OF EQUIPMENT MAY VARY DEPENDING ON LOCAL CODE AND HEALTH DEPARTMENT REQUIREMENTS. COORDINATE HVAC CONDENSATION DRAIN, WATER HEATER PAN AND AIR HANDLER PAN TIE —IN LOCATIONS WITH MECHANICAL PLAN, HVAC CONTRACTOR, AND ARCHITECT. PROVIDE 12" HIGH AIR HAMMERS AT ALL FIXTURE WATER SUPPLIES ONE PIPE SIZE LARGER THAN RISER. PLUMBING CONTRACTOR TO SUPPLY SUBMITTALS ON ALL FIXTURES TO OWNER FOR APPROVAL PRIOR TO BEGINNING . WORK. HEAT TRAPS OR CHECK VALVES SHALL BE INSTALLED ON BOTH COLD AND HOT WATER LINES AT WATER HEATERS WITH VERTICAL RISERS. INSULATION WITH A MINIMUM VALUE OF R -1.0 ON THE FIRST 8 FEET OF OUTLET PIPING AND THE INLET PIPING THRU THE HEAT TRAP OR CHECK VALVE. INSTALL FIXTURE TRAPS AND TRAP SEALS PER IPC NOTES (THIS SHEET ONLY): KEYED NOTES DESIGNATED BY 0-- 11 12 13 14 16 17 I SEE FIRST FLOOR FOR CONTINUATION 11 ,t �J 1."" NOTE: ALL SECOND FLOOR WATER SUPPLY LINES TO BE BELOW FLOOR SYSTEM WATER METER WATER LINE UNDER FLOOR SYSTEM WATER LINE UP. RUN IN. WALL WITH SHUT OFF VALVE ABOVE ELECTRIC WATER HEATER IN ATTIC ABOVE CONNECT TO VALVE & WATER HEATER WATER HEATER DRAIN PAN & P/T RELIEF LINE TO EXTERIOR WALL W /90° ELBOW DOWN TO 06" AFG (3/4 "). VERIFY LOCATION W /ARCHITECT CONNECT TO VALVE .& WATER CLOSET CONNECT TO VALVE & LAVATORY CONNECT TO VALVE & SINK CONNECT TO VALVE & DISHWASHER. PROVIDE BACKFLOW PREVENTER IF DISHWASHER MACHINE IS NOT EQUIPED WITH AN AIR GAP PER IPC CONNECT TO VALVE & ICE MAKER . WALL BOX CONNECT TO VALVE 8c WASHER WALL BOX CONNECT TO VALVE & TUB CONNECT TO VALVE & SHOWER CONNECT TO VALVE & TUB /SHOWER CONNECT TO VALVE & OUTDOOR SHOWER FREEZEPROOF HOSEBIBB WITH BACKFLOW PREVENTER EWH -1 SEE FIRST FLOOR FOR CONTINUATION S =C0 D FLOOR HB NOTE: ALL FIRST FLOOR WATER SUPPLY LINES TO BE ABOVE CEILING U.O.N. WATER SUPPLY PLAN 3/4" CONNECT TO. WATER LATERAL. SEE ..SITE . PLAN. =EST FLOOR WATER SERVICE CALCULATIONS 17.8 FIXTURE UNITS PER TABLE E103.3.(2) IPC 2006 3/4" METER & 1" SERVICE PER TABLE 201.1 Q 60PSI & 100' DEVELOPED LENGTH WHEN SEALED BELOW oaaaaaaeasnae,Ba 0 ? @Q (�j/ o d e •. Q @ V :�C7�� °�y�m X11 .. 0 • W h ` : �T. O ( C N a `'J .,mow 3 U • 70: C "1:.,%."< °°YQ2:.. -4„ fi_ b °�B * CETal\ ' ''' y-,...t.... ,k. - .P.q J or. uI •� ` �+ p z $' f .✓ Z 4 4 o 100 Ch DESIGNED BY: RL CAD BY: RL CHECKED BY: JRO 55 NEW ORLEANS ROAD SUITE 200 HILTON HEAD ISLAND, SC 29928 843/686 -5300 REVISION# DATE DESCRIPTION 0 12/01/10 ISSUED FOR PERMITTING ELASTOMERIC COLLAR MAY EXTEND AS A WASTE OR VENT FLUSH W/PAVING --\\ CAST IRON FERROLE W/COUNTERSUNK BRASS CLEANOUT PLUG CAST BRASS GRATE CONCRETE SLAB EPDXY GROUT I I Eff =I STAINLESS STEEL WALL COVER AND SCREW LATICRETE 9235 WATERPROOF MEMBRANE DRAIN W/COLLAR DECK • UNDERLAYMENT • - NAILS ON 8" CENTER MAXIMUM ASPHALT ROOF CEMENT FLOOR LINE UNDERLAYMENT FLOW BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT SCHEMATIC ONLY • ----- 414111..W411111111411"P'41141111111\,.,-....."4‘ • ----.1°11111111r-,A111011111 UPPER AND SIDE SHINGLES. OVERLAP FLANGE 411111101/4-2-41We AND ARE SET IN ASPHALT ROOF CEMENT PREFORMED FLANGE PLACED OVER PIPE AND -EL IN ASPHALT ROOF CEMENT - LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES SHINGLE CUT TO FIT OVER. PIPE AND SET IN • ASPHALT ROOF CEMENT ROOF ‘totiti2M:Pjft . Nozi;."4. 4:, ,.,, ... ,1... 44'e, 0;:. .‘ ' W ›— '',:;*6 --) Z. r.,,N1 .•' ca )._x Cr .•s- ••• -,C... ":. ..4t ft w • U-1 i„....,-- fq 1. v.- , LLJ : CC ifs 0 .,' : `:•• 0 .. `4C : tu u) e, 2, : < : z' 0 : c.) 0 : U. .., 14.1 :',. I.. ... C-0 W- 0 •F ° "" I— 1. y : Z ti) 0 z ,,'" 40 <•"; < ...0. .9 ■•.. W. >- __,• ,.. IX 0 ..• ci) . . ,, 0 0:_ 61 .......... A , a_ •\'c ''' Ati it CEik 0 ct • • At,. o° 0 goliss..:: 0 tt • ..., ,.. --.1 • < , • I.J.i _i ,:•- , ; C'4.1": 61 i. ' Ai I I 0: : : ):: ' . .76 )c1714: C'' 91-4. \ ‘s: ''''' . o - 0 -0 ‘1•.::-. i.::::::-..:•.;,„ 0 ........ . „ ..-4 w.,../ ' ' Or' '' .<75 '''' .' 1*' Lt..I \. Li- :,•,..." 0 .;-,. 41?kfr W a_ DESIGNED BY: RL CAD BY: RL . CHECKED BY: JR0 PLUMBING DETAILS P vfiG '.ch3 Ed2cr,". !!.1 0 LL RESIDENCE PLUMBING MATERIALS SCHEDULE MANUFACTURER FLOOR DRAIN MODEL # 1 1 1 z BARBARA LUBAR TYBEE MAND, GEORGIA REMARKS ZN-415-5S—P THIS. DRAWING IS CERTIFIED TO BE. A TRUE ORIGINAL WHEN SEALED BELOW PLUMBING FIXTURE SCHEDULE MARK TYPE MANUFACTURER MODEL TRIM REMARKS P-1 WATERCLOSET OWNER APPROVED OWNER APPROVED OWNER APPROVED TANK TYPE. COLOR & STYLE • BY OWNER P-2 LAVATORY OWNER APPROVED OWNER APPROVED OWNER TO SELECT FAUCET STYLE DROP IN TYPE. COLOR & STYLE BY OWNER P.-3 KITCHEN SINK OWNER APPROVED OWNER APPROVED OWNER TO SELECT FAUCET STYLE DROP. IN TYPE.- COLOR & STYLE BY OWNER. P-4 SHOWER • OWNER APPROVED OWNER APPROVED OWNER TO SELECT FAUCET STYLE PROVIDE ANTI SCALD VALVE PER IPC P-5 TUB OWNER APPROVED OWNER APPROVED OWNER TO SELECT FAUCET STYLE PROVIDE ANTI SCALD VALVE' PER IPC • P-6 SHOWER/TUB OWNER. APPROVED OWNER APPROVED OWNER TO SELECT FAUCET STYLE PROVIDE ANTI SCALD VALVE PER IPC MARK. EWH-1 SERVICE WATER HEATING EQUIPMENT SCHEDULE MANUFACTURER 1 MODEL j INPUT RATING RHEEM 1 RHE PRO66-2 14.5KW, 240V, 10, 18.75AMPS CAPACITY 65 GAL EFFICIENCY • MEETS ASHRAE 90.1 SECTION 404.1 REMARKS MIN: TEMPERATURE SET POINT 90T ALL PLUMBING MATERIALS, TRAPS, VALVES, SHUT OFFS, REDUCING •VALVES, AND FITTINGS. NECESSARY FROM EQUIPMENT POINT OF CONNECTION TO • ROUGH—IN POINT AS SHOWN ON THESE PLANS WILL. BE SUPPLIED AND INSTALLED.BY PLUMBING CONTRACTOR: • - .CONTRACTORS TO VERIFY ALL EQUIPMENT • „ REQUIREMENTS. WITH .OWNER PRIOR TO BEGINNING WORK. . . THIS. DRAWING IS FOR CONCEPTUAL USE. ONLY. EXACT •' ROUTING OF WASTE, :CAS AND WATER SERVICE SHALL BE • • DEPENDENT ON: LOCAL- CONDITIONS— EQUIPMENT' .CONNECTIONS AND LOCATION OF. EQU.IPMENT MAY VARY. DEPENDING ON LOCAL • • CODE -.AND ,-HEALTH DEPARTMENT REQUIREMENTS. • COORDINATE HVAC CONDENSATION -• DRAIN, -.WATER HEATER :PAN• AND AIR .HANDLER PAN TIE—IN LOCAT.IONS. WITH MECHANICAL PLAN, HVAC CONTRACTOR, AND ARCHITECT. • • - PROVIDE 12" HIGH AIR HAMMERS AT ALL. FIXTURE WATER 'SUPPLIES 0.NE PIPE SIZE .LARGER THAN RISER. • • PLUMBING CONTRACTOR TO SUPPLY SUBMITTALS ON ALL FIXTURES TO OWNER FOR APPROVAL PRIOR TO -BEGINNING WORK. . .HEAT -TRAPS OR CHECK VALVES :SHALL. BE INSTALLED ON BOTH COLD AND HOT WATER LINES AT WATER HEATERS WITH VERTICAL RISERS. INSULATION WITH A MINIMUM VALUE OF ON 'THE FIRST 8 FEET OF •. OUTLET PIPING'.AND THE. INLET PIPING THRU THE HEAT TRAP OR CHECK VALVE. INSTALL FIXTURE -TRAPS AND TRAP SEALS PER IPC 0 • iE •‘..) 121 1- cr 0 PROJECT NUMBER 2 1 0 1 9 5 DRAWING SHEET NUMBER 3 OF 3 MARK. EWH-1 SERVICE WATER HEATING EQUIPMENT SCHEDULE MANUFACTURER 1 MODEL j INPUT RATING RHEEM 1 RHE PRO66-2 14.5KW, 240V, 10, 18.75AMPS CAPACITY 65 GAL EFFICIENCY • MEETS ASHRAE 90.1 SECTION 404.1 REMARKS MIN: TEMPERATURE SET POINT 90T ALL PLUMBING MATERIALS, TRAPS, VALVES, SHUT OFFS, REDUCING •VALVES, AND FITTINGS. NECESSARY FROM EQUIPMENT POINT OF CONNECTION TO • ROUGH—IN POINT AS SHOWN ON THESE PLANS WILL. BE SUPPLIED AND INSTALLED.BY PLUMBING CONTRACTOR: • - .CONTRACTORS TO VERIFY ALL EQUIPMENT • „ REQUIREMENTS. WITH .OWNER PRIOR TO BEGINNING WORK. . . THIS. DRAWING IS FOR CONCEPTUAL USE. ONLY. EXACT •' ROUTING OF WASTE, :CAS AND WATER SERVICE SHALL BE • • DEPENDENT ON: LOCAL- CONDITIONS— EQUIPMENT' .CONNECTIONS AND LOCATION OF. EQU.IPMENT MAY VARY. DEPENDING ON LOCAL • • CODE -.AND ,-HEALTH DEPARTMENT REQUIREMENTS. • COORDINATE HVAC CONDENSATION -• DRAIN, -.WATER HEATER :PAN• AND AIR .HANDLER PAN TIE—IN LOCAT.IONS. WITH MECHANICAL PLAN, HVAC CONTRACTOR, AND ARCHITECT. • • - PROVIDE 12" HIGH AIR HAMMERS AT ALL. FIXTURE WATER 'SUPPLIES 0.NE PIPE SIZE .LARGER THAN RISER. • • PLUMBING CONTRACTOR TO SUPPLY SUBMITTALS ON ALL FIXTURES TO OWNER FOR APPROVAL PRIOR TO -BEGINNING WORK. . .HEAT -TRAPS OR CHECK VALVES :SHALL. BE INSTALLED ON BOTH COLD AND HOT WATER LINES AT WATER HEATERS WITH VERTICAL RISERS. INSULATION WITH A MINIMUM VALUE OF ON 'THE FIRST 8 FEET OF •. OUTLET PIPING'.AND THE. INLET PIPING THRU THE HEAT TRAP OR CHECK VALVE. INSTALL FIXTURE -TRAPS AND TRAP SEALS PER IPC 0 • iE •‘..) 121 1- cr 0 PROJECT NUMBER 2 1 0 1 9 5 DRAWING SHEET NUMBER 3 OF 3 THIS DRAWING IS CERTIFIED TO BE A TRUE ORIGINAL HVAC LEGEND: CEILING SUPPLY GRILLE CEILING. RETURN GRILLE CEILING EXHAUST GRILLE WALL SUPPLY GRILLE WALL RETURN GRILLE THERMOSTAT FIRE DAMPER DARK LINES INDICATE HVAC DUCT SYSTEM { 200CFM 1120CFM 120C 135CFM 135CFM 850CFM GENERAL HVAC NOTES: 35CFM 100pCFM THIS DRAWING IS SCHEMATIC IN NATURE. EXACT ROUTING, SIZE AND LOCATION OF DUCTS, REGISTERS AND EQUIPMENT SHALL DEPEND ON LOCAL CONDITIONS AND CODE REQUIREMENTS. . CONTRACTOR TO SUPPLY OPPOSED BLADE DAMPERS (O.B.D.) IN ALL SUPPLY REGISTERS TO ACHIEVE PROPER AIR DISTRIBUTION AND BALANCE. CONTRACTOR TO COORDINATE LOCATIONS OF AIR HANDLER PANS AND CONDENSATE DRAINS WITH PLUMBING CONTRACTOR /ARCHITECT. 100CFM TO AH -2 t..210LE!] 640CFM 135CFM 135CFM 850CFM" 180CFM SICO\ D FLOOR NOTES (THIS SHEET ONLY): KEYED NOTES DESIGNATED BY 0— AIR HANDLER IN ATTIC (VERTICAL FLOW) AIR HANDLER IN ATTIC (HORIZONTAL FLOW). SEE FIRST FLOOR FOR DUCT LAYOUT CONDENSATE & DRAIN PAN LINES TO EXTERIOR OF BUILDING W /90° ELBOW DOWN 06" AFG (3/4 "). VERIFY LOCATION W /ARCHITECT THERMOSTAT — CONNECT TO RESPECTIVE HVAC SYSTEM . EXHAUST FAN. EXHAUST DUCT TO EXTERIOR WALL CAP W /INSECT SCREEN & BACKDRAFT DAMPER HEAT PUMP EXHAUST HOOD DUCT TO EXTERIOR WALL CAP W /INSECT SCREEN & BACKDRAFT DAMPER. .PER IMC 4" METAL DRYER .EXHAUST DUCT TO EXTERIOR WALL. CAP W /INSECT SCREEN Sc BACKDRAFT DAMPER PER IMC 1 /4' =1' -0" HEN SEALED BELOW DESIGNED 'BY: RL CAD BY: RL. CHECKED BY: JRO 55 NEW ORLEANS ROAD SUITE 200 HILTON HEAD ISLAND, SC 29928 843/686 -5300 BARBARA LU TYBEE ISLAND, GEC REVISION# DATE DESCRIPTION 0 12/01/10 ISSUED FOR PERMITTING PROJECT DRAWING SHEET 1 210195 \ NUMBER NUMBER 1 ' OF 2 INSULATED AUXILIARY DRAIN PAN WITH FLOAT SWITCH ON PLYWOOD DECKING SECONDARY CONDENSATE DRAIN D D III FLEXIBLE DUCT BEND RADIUS NO SCALE AIR HANDLER UNIT VIBRATION ISOLATION BLOCKS ATTIC HORIZONTAL INSTALLATION SCHEMATIC ONLY MECHANICAL EQUIPMENT IN Al 31C Shall be accessible by pull -down stairs or permanent steps through a minimum of 20" x 30" opening and a floored 22" passageway to the unit and a 30" work platform at the unit with 30" headroom, A switched light, outlet and secondary condensate pan with a 3/4" drain fine to outside are also required, 4 /4,144M SAG 1/2" PER FOOT OF SUPPORT SPACING 0„ FLEXIBLE DUCT SUPPORT NO SCALE PRIMARY CONDENSATE DRAIN WITH CLOSED CELL INSULATION. PRIMARY CONDENSATE. DRAIN CONNECTION WITH CLEAN OUT MAIN AIR DUCT THIS DRAWING IS. CERTIFIED TO BE A TRUE ORIGINAL WHEN SEALED BELOW INSTALL DAMPER ON ALL BRANCH TAKE OFFS AIR BRANCH • DUCT (TYP.)TTINC': PER MANUF.I PER I MANUF.1 AC UNIT UNION. PVC CONDENSATE LINE 1" DIA. OR AS REQ.() BY EQUIP. MANUF. TO DRAIN SEE PLAN CLEAN OUT TRAP PRESSURE TREATED WOOD SUPPORT TYPICAL CONDENSATE DRAIN NO SCALE FLEXIBLE DUCT MAXIMUM HVAC SCHEDULES AND DETAILS MAIN OR BRANCH DUCT CONTROL VOLUME DAMPER 410 /\ \ \\ SUPPLY GRILLE BELL MOUTH FITTING CEILING CEILING DIFFUSER DETAIL NO SCALE AIR HANDLER SCHEDULE MARK FAN.. SCHEDULE CFM MARK SERVES AUX. HEAT. MANUF. . MODEL CFM • HP . :.50 ESP • EFF . ELEC. AH -2 REMARKS • EF-=1. TOILET EXHAUST GREENHECK SP80 . 75 . : .25. . - .120V, 10. 'CEILING' -MOUNTED 'EXHAUST FAN EF -2 TOILET EXHAUST GREENHECK .SP80 75 - .25 120V, 10 .: CEILING MOUNTED EXHAUST FAN EF -3 TOILET EXHAUST • GREENHECK SP80 • . 75 - .25 - 120V. 10 CEILING. MOUNTED EXHAUST FAN AIR HANDLER SCHEDULE MARK MODEL CFM ESP VOLTAGE .. AUX. HEAT. REMARKS AH -1 CARRIER FC4CNF048 1700. . :.50 240V, 10 10" KW • . 0 =25% OUTSIDE AIR DAMPER ;. SPRING VIBRATION • ISOLATORS, AUTO. HEAT /COOL : THERMOSTAT. DRAIN PAN, TWO SETS OF. DISPOSABLE FILTERS (DURING CONSTRUCTION) & ONE PERMANENT FILTER . WITH :MINIMUM 35% EFFICIENCY (AT END OF CONSTRUCTION) . BY HVAC CONTRACTOR AH -2 CARRIER FC4CNF01$ . 640 .50.. . 240V, 10 5 KW 0-25% OUTSIDE AIR DAMPER, SPRING V IBRATION _ISOLATORS, AUTO HEAT /COOL THERMOSTAT, DRAIN. PAN,. TWO .SETS, OF :DISPOSABLE FILTERS (DURING CONSTRUCTION). & . ONE PERMANENT FILTER WITH MINIMUM 35% EFFICIENCY (AT END OF CONSTRUCTION) BY HVAC CONTRACTOR HEAT PUMP SCHEDULE MARK. MODEL VOLTAGE EFFICIENCY (SEER OR EER) EFFICIENCY " (IPLV) TONAGE HP-1 . 25HBR348 240V, 10 13 - 4 HP -2 CARRIER 25HBR318 240V, 10 13 - 1.5 of3.s '® pig . 'Uog GENERAL MECHANICAL NOTES 1. FIRST 10' SUPPLY DUCT LINED W/1 DUCT LINER. . 2... RETURN DUCT /PLENUM LINED W/1 '' DUCT LINER, 3. DUCT SIZES SHOWN ARE INTERIOR DIMENSIONS. . : 4. SUPPLY & RETURN. DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED PER IECC: SECTION 503. FLAME SPREAD & SMOKE DEVELOPED FOR INSULATION SHALL BE PER IMC 604. 5. SUPPLY & RETURN DUCTS. & PLENUMS OUTSIDE THE BUILDING MUST BE INSULATED TO A MINIMUM OF R--8. FLAME SPREAD & "SMOKE . DEVELOPED FOR INSULATION SHALL BE PER IMC 604. 6. ALL WORK SHALL BE PERFORMED BY SKILLED MECHANICS, UNDER COMPETENT SUPERVISION, EMPLOYING LATEST & BEST PRACTICES.. OF THE TRADE. WORK SHALL BE INSTALLED IN ACCORDANCE W /RECOMMENDATIONS OF ASHRAE GUIDE, AND EQUIPMENT MANUFACTURER. 7. HVAC INSTALLER SHALL BALANCE AIR TO SPECIFIED QUANTITY AND: REPORT CFM DELIVERY AT EACH SUPPLY AND RETURN REGISTER TO OWNER PRIOR TO RECEIVING. FINAL PAYMENT. 8. ALL JOINTS & SEAMS MUST HAVE FIBERGLASS TAPE AND MASTIC, AND SEALED TO SMACNA SEAL CLASS C PER IMC 603. 9. ALL . JOINTS ON ROUND: METAL. DUCT TO HAVE 4 SCREWS, 90 DEGREES. APART. :10... SPLIT .SYSTEM UNITS TO HAVE 400 MICRONS MIN. :ON EVACUATION., . 11. IONIZATION TYPE SMOKE DETECTOR SHALL BE. INSTALLED. PER IMC 606,: NFPA . 72 5 -3.5,. 5--10 & NFPA.:90 4 -4, INTERLOCK. FOR AIR • HANDLER. FAN SHUTDOWN & AUDIBLE /VISUAL ALARM. (RECIRCULATING AIR SYSTEMS WITH A FAN CAPACITY GREATER THAN 2,000 CFM OR SERVING. AN AREA USED FOR EGRESS SHALL AUTOMATICALLY SHUT DOWN BY MEANS OF AN APPROVED SMOKE DETECTOR PLACED IN THE RETURN AIR STREAM PRIOR TO ANY EXHAUSTING FROM THE BUILDING OR MIXING WITH FRESH AIR MAKEUP.) .. 12. SUPPLY AIR BRANCH DUCTS SHALL HAVE EXTRACTORS. AND VOLUME DAMPERS TO ALLOW FOR BALANCING. 13.. ALL THERMOSTATS TO HAVE LOCKING COVERS, 1.4; CONTRACTOR. TO SUPPLY FILTERS FOR ALL HVAC EQUIPMENT. . 15. THIS PLAN IS SCHEMATIC ONLY IN NATURE. FINAL LOCATIONS SHALL BE DETERMINED BY HVAC CONTRACTOR. . 16; FINISH ON ALL EXTERIOR GRILLES, LOUVERS AND :MECHANICAL EQUIPMENT SHALL BE APPROVED BY THE OWNER; . 17, GRILLES SHALL. BE : PROVIDED WITH FRAMES SUITABLE FOR CEILING TYPE . SHOWN ON .ARCHITECTURAL DRAWINGS. COORDINATE .LOCATION WITH LIGHTING LAYOUT, 18. CONDENSATE . DRAINS. SHALL • BE. PER . SECTION 30.7..:OF THE LATEST EDITION OF THE INTERNATIONAL MECHANICAL CODE. 19. OUTDOOR AIR . INTAKES AND EXHAUSTS SHALL BE. SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. FRESH -AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10' FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT OUTLET IS NOT LESS THAN 24" ABOVE THE .FRESH AIR INLET. EXHAUST DUCTS SHALL HAVE BACKDRAFT DAMPERS. 20. CONTRACTOR TO VERIFY STRUCTURAL. REQUIREMENTS WITH OWNER ON ALL AIR: HANDLERS AND ROOFTOP UNITS, 2.1. THERMOSTATS TO BE PROGRAMMABLE SET BACK .TYPE. WITH AUTOMATIC CHANGEOVER .. AND. SHALL MEET THE .REQUIREMENTS OF ASHRAE 90._1 (MODEL ENERGY. CODE) SECTIONS 403.16.3, 403,2.6.4 AND 403.2.7.1. 22. DUCTWORK TO BE CONSTRUCTED & INSTALLED PER SMACNA- HVAC DUCT CONSTRUCTION .. STANDARDS -= METAL AND FLEXIBLE; . SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS; ASHRAE 90.1 (MODEL ENERGY CODE) SECTION 403.2.9 :3; AND PER SECTION 603 OF . THE LATEST EDITION OF THE INTERNATIONAL MECHANICAL :CODE. . . 2.3.. CONTRACTOR :SHALL .PROVIDE OWNER OPERATION AND MAINTENANCE MANUALS. FOR. THE ENTIRE HVAC SYSTEM PER ASHRAE 90.1 (MODEL ENERGY CODE) SECTION 403 :2.10.1 PRIOR TO THE RECEIPT OF FINAL. PAYMENT. 24; CONDENSER COILS= SHOULD' BE HERESITE OR EPDXY COATED FOR CORROSION . RESISTANCE. AS AN ALTERNATIVE, COPPER . FINS /COPPER TUBES OR . ALUMINUM. . FINS /ALUMINUM. TUBES. ARE CORPORATE SEAL PROFESSIONAL SEAL Cr L `fi :F DESIGNED BY: RL CAD BY: RL CHECKED BY: JRO ENGINEERED 0 o CO o <ONO O N LO CC W N I U%1.= CU Z :000 W�W(.0 O 0 ' 0 QZ co W Z LO LC) 0 U- RESIDENCE W z BARBARA LUBAR TYBEE ISLAND, GEORGIA DESCRIPTION 0 �i. FOR PERMITTING 0 O PROJECT NUMBER 210195 DRAWING ,f SHEET NUMBER 2 2 OF 2 WATER PROOF FRECEPT. OH NOTE THI HEET ONLY KEYED NOTES DESIGNATED BY O- 0 ELECTRICAL METER 0 ELECTRICAL PANEL 'LP1' 0 DEDICATED RECEPTACLE FOR REFRIGERATOR 0 DEDICATED RECEPTACLE FOR DISHWASHER 0 DEDICATED SWITCHED RECEPTACLE FOR GARBAGE DISPOSAL 0 DEDICATED RECEPTACLE FOR ELECTRIC RANGE. VERIFY MINIMUM ELECTRICAL REQUIREMENTS W/MANUFACTURER 0 DEDICATED RECEPTACLE FOR MICROWAVE—HOOD COMBINATION 0 DEDICATED RECEPTACLE FOR WASHER 0 DEDICATED RECEPTACLE FO DRYER. VERIFY MINIMUM REQUIREMENTS WITH MANUFACTURER C) CABLE TV OUTLET—CONNECT TO CATV POINT OF SERVICE © TELEPHONE—CONNECT TO TELEPHONE BOX @ COMPUTER—CONNECT WITH CAT 5 CABLE. TO ROUTER LOCATION (--) DOOR BELL. VERIFY MINIMUM REQUIREMENTS WITH MANUFACTURER G CHIME. VERIFY MINIMUM REQUIREMENTS WITH MANUFACTURER C—) DISCONNECT FOR ELECTRIC WATER HEATER IN ATTIC C) DISCONNECT FOR AIR HANDLER IN ATTI 0 WEATHERPROOF DISCONNECT FOR HEAT PUMP WEATHERPROOF RECEPTACLE FOR IRRIGATION TIMER SMOKE DETECTOR—CONNECT TO LOCAL UNSWITCHED CIRCUIT. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC SECOND FLOOR iror3tedi&1looG roAst domplv with The NtIont-:1 ElOtTiFIC Co' d '4_0212_ ,nditi on and State Pnnthnoritz THIS DRAWING IS CERTIFIED TO BE A TRUE ORIGINAL WHEN SEALED BELOW '-77 ... 7, --------- 7 ---- - --- ................ ... 7- .. -------------- -- --- 7 - ----- ------------------------ ------ ................ ............. .............. ............. ..................... .......... SMOKE DETEcToRs trEcnonnectaci, ill's volt batt:iry baK;i1up rqhrd Ltd: fl3t1 arld Ola:de eadrateepIng aea et1;11 flOr— • 60/115410411o63 vileA o 6 le,?1,3e, ELECTRICAL POWER DISTR Ti ON ARC-FAULT CIRCUIT INTERRUPTER PROTECTION: NEC 21012 2.022/ Dwelling Units. MI. I-20-volt, single phase 13- and 20-ampere branch circuits supplying cutlets installed in dwelling unit familY rooms, -dining rborns, living rooms, parlors, libraries, dens, bedrooms, SUOTOOMS.,- recreation rooms CIOSCtS., hallways, or similgr rooms Of a r 4S, shall be protected by r lisied arc-fault circuit tnterrupter; rentelnation Pvne; installed to provide' protection •of the branell FIRST FLOOR' GFC1 PrOtOetlaft raquired for receptacles In bathrooms, garaes, outdoOrs, and along Kitchen countev-tops AL_LWIR • :RVlCE -INCLUDE. t,)) Nc) A OWED .sec,stion 9 c;t1b-section. B-P-A Tytg,e Land Development Code SYMBOL LEGEND SYMBOL DESCRIPTION 4) DUPLEX RECEPTACLE 45GFCI DUPLEX. RECEPTACLE-CE! 30240V 240 V RECEPTACLE :wp WATER PROOF RECEPT, GFI e. QUADRUPLEX RECEPTACLE 1.1 TELEPHONE OUTLET II COMPUTER OUTLET KID DATA/TELEPHONE OUTLET S SPST SWITCH SD DIMMER SWITCH S2 DPS.T SWITCH S3 THREE-WAY SWITCH . . FLUORESCENT STRIP FLUORESCENT 1 > LIGHT FIXTURE Oi WALL MOUNTED. FIXTURE <A> FLOOD LIGHT •0. EXHAUST FAN "ED, EXHAUST FAN/LIGHT LEI DISCONNECT $1 FLUSH MOUNTED PANEL 11 SURFACE MOUNTED PANEL A c=A P i EMERGENCY LIGHT EXIT SIGN EXIT AP EXIT & EMERGENCY LIGHT EXIT •061 SWITCH LEG el** .""..""'"' /--"- HOME RUN TO PANEL POWER LEG - • PUSH BUTTON a DOOR BELL CM 0 JUNCTION BOX Si FLOOR COMPUTER OUTLET FLOOR DUPLEX RECEPT. ,-.....i 0.2 fg FLOOR TELEPHONE OUTLET e SMOKE DETECTOR 53 CABLE TV OUTLET 6 ° CI TRACK LIGHT g g 4) SPECIAL RECEPTACLE NOTES (THIS SHEET ONLY): KEYED NOTES DESIGNATED BY 0-- I t • UltE EXHAUST FAN. EXHAUST DUCT TO EXTERIOR WALL CAP W/INSECT SCREEN & BACKDRAFT DAMPER 0 JUNCTION BOX FOR LANDSCAPE LIGHTING. VERIFY LOCATION W/OWNER. PROVIDE PHOTOCELL CONTROLLER SECOI\ D 'LOOR Oomph? with Ths, 3ztk,-, -re 4*, LI C.) C: Q1' ; /1 d THIS DRAWING. IS CERTIFIED TO BE A TRUE ORIGINAL WHEN SEALED BELOW 1.....■■■•••* COMMX47601,3 reAe„A 5k.6) LIGHTING. PLAN 1.4 i2g0) I N.36 (Qr-44 • •O'r y'io tic FIRST FLQOR thFoon., mc.looms, i-,c-1.17f•rx,q-tOn5“. MUST `T.': COPPFR N L. L. luNm ALI OWED 9: ciub-sectinn Ty bue- L.nd .Dveiopmnt Code. GENERAL ELECTRICAL NOTES: THIS DRAWING IS SCHEMATIC ONLY IN NATURE. EXACT ROUTING • AND SIZE OF CONDUITS AND CONDUCTORS SHALL DEPEND ON LOCAL CONDITIONS AND CODE REQUIREMENTS. PLANS ARE BASED ON INFORMATION SUPPLIED BY OWNER AT THE TIME OF DESIGN. CONTRACTOR TO. VERIFY SYSTEM REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. CONTRACTOR TO VERIFY OWNER'S FIXTURE AND LAMP REQUIREMENTS. ..,ttS t,,,,>k . NOI.,/fr ......I ,i.1%,,,..4.'‘...' w „__ ..,. n op, < ". : c) -Cc- ,:t %.".5-..- w .1' 64: U.1 t: 4.... VI ‘,.:: ir F IT 0 S g •: ---'-' Li j ..1 v. ::. LU Ce) 0 C:1 : „ • i,... : (..) .., F. 1 0 o 6 < 7. -s.. I. 2 ..s; x „; ... 0 tt, -2,..,... U) --' . ...-. 6'• $ Q. 0',01, vs, ' ............ ,,e, ,....3; CK %:,, "IX 0 'sisag ..,-.-- ctc, .....1 , < • LLJ , ' 0 0 - - - • ' , -,, o • -,AN 7. w *4. 0 ...,. . ..° cc-- - - ...-- cL DESIGNED BY: RL CAD BY: RL CHECKED BY: JRO TERED SYSTE] 55 NEW. ORLEANS SUITE HILTON HEAD ISLAND, SC 2 843/686- . . REVISION# DATE DESCRIPTION 0 12/01/10 ISSUED FOR PERMITTING PROJECT NUMBER 210195 DRAWING E2 SHEET NUMBER 3 THIS DRAWING IS CERTIFIED TO BE A TRUE ORIGINAL WHEN SEALED BELOW k FIRE ALARM THERMOSTAT DIMMER SWITCH FIRE ALARMF�� `~^ STATION --�--LJ �-| WALL SWITCH DATA TERMINAL OUTLET .):1 FINISHED FLOOR TELEPHONE OUTLET RECEPTACLE MOUNTING HEIGHTS SCHEMATIC ONLY R8i Elsz�rmM !ri8A!MUwn� 011122 �111p�1,11|th The @tiorip.i|�|�W� u8dat-:120 GENERA_ ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF N.E.C. AND ALL LOCAL CODES AND ORDINANCES. 2. ALL MATERIALS SHALL BE NEW AND OF DOMESTIC ORIGIN AND SHALL BEAR UNDERWRITERS' LABEL WHERE APPLICABLE. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. 4, ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE /1\ YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. THEREBY. 7. EMERGENCY St EXIT LIGHTS. BE POWERED FROM UNSWITCHED LOCAL .LIGHTING CIRCUIT PER NEC 70U-12 (e) 8. EXTEND 3/4" C ABOVE CEILING TO JUNCTION BOX FOR ALL TELEVISION, TELEPHONE AND SOUND SYSTEM OUTL[TS, VY|TH.pVLUN|RE UNLESS OTHERWISE NOTED. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. 10. MINIMUM WIRE SIZE SHALL WIRING. LESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL THOSE #8 AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL BE GALVANIZED RIGID OR SCHEDULE 40 PVC, UNLESS OTHERWISE INDICATED. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING AUTHORITIES. 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 13. DISCONNECT P. RATED. GENERAL DUTY, QUICK -MAKE. Q BREAK TYPE. S HALL BE AS REQUIRED BY N.E.C. AND ^~~..._., (WEATHERPROOF, . ^-. ^~.~.. PROOF, ` ^.~./. 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE `" LISTED ARE LEVITON. HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCH [R. A. #5623-2 B. 16302 OR 16382-kG. C. DIMMERS; LUTRON NOVA NOTE: ALL REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. • SERVICE TRANSFORMER G^.~~^~~~`G ~~~~~AN SCHEMATIC ONLY ALL_^ SER0<��/N���Y��' --,w������ ��[] COPPER � ''� �/ -~~',a�u� 15.ALL RACEWAYS AND PI SLAB, SHALL ` BE SPACED A MINIMUM OF THREE TIMES THE DIAMETER OF THE LARGEST RACEWAY. 16.[7KS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS A COMPLETE (AL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT TO' B[ PLACED IN PROPER WORKING 17. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 18. ALL SWITCH GEAR SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. SYSTEM DESIGN IS BASED ON THE "SQUARE D" CO.; HOWEVER, COMPARABLE DEVICES BY - .E~.....~ ` G.E. AND ITE WILL BE ACCEPTABLE. TANDEM AND HALF-SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 19. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST-RESISTANT BITUMASTIC PAINT, KOPPER NO. 50 AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 20. THE THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 21. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN /A( ����0N� � CONDUIT SHALL BE SIX CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL, 22. 23. 24. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. ELECTRICAL REQUIRED SMOKE AND OTHER FIRE ALARM REQUIREMENTS SHALL BE FROM A DEDICATED CIRCUIT BREAKER. ELECTRICAL TO PROVIDE PERMANENT TYPED CIRCUIT USE LIST IN EACH PANEL. EXTEND TWO 1" C FROM EACH PANEL, W/PULLWIRE, TO ATTIC JUNCTION BOX (FOR FUTURE CIRCUITS) 26. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 27. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE C1RCUITS AND ROUTING OF CONDUITS TO SUIT JOB' CONDITIONS. ' 28. ALL SERVICE ENTRANCE DISCONNECTS SHALL BE PERMANENTLY LABELED FOR THE SPACE THEY SERVE. 29. SIGNAGE SHALL BE PROVIDED FOR ALL ELECTRICAL PANELS STATING THERE WILL BE NO STORAGE WITHIN 36" OF PANELS. 30. ELECTRICAL WIRING SHALL BE IN IN A CONDUIT SYSTEM, PER APPLICABLE SECTIONS OF THE NEC MUNICIPAL AND COUNTY ORDINANCES. �' 1 SET. OF- s/u COPPER ^.w1. 1-1/2'.,CONnon . ` PANEL 'LP1' 200A Mee 120/240 VOLT 1 PHASE 3 WIRE RISER DIAGRAM. SCHEMATIC ONLY METER Se SERVICE BY ELECTRICAL CONTRACTOR RESIDENTIAL LOAD CALCULATIONS 2543 SQ.FT 0 3 W/SO.FT. ` 2 SWALLAPPL. CIRCUITS 0150OYV 1 LAUNDRY CIRCUIT 01500VY ^. ' 1 DRYER 05O00YV ` 1 RANGE 08000YV `1- WATER HEATER 045O0W _ 1 DISHWASHER 01200W 1 DISPOSAL 0700VV TOTAL WATTS � FIRST 10Kyy 0 100%_ REMAINDER 0 40% HEAT PUMPS AT 100% AE/Q- STRIPS tD 65%` SERVICE SIZE (TOTAL WATTS DIVIDED BY 240V). ' NEW 120/208 • BY CONTRACTOR ' -- ` - / SET or . . IN 1 1-1/2"oow0Vn ^ GROUND RODS 6' APART. CONNECT TO MAIN COLD WATER PIPE, AND BUILDING STEEL. CONDUCTOR SIZE PER 7629W ' .°°~,`' :u2VVYY 8000W 4500W i2U0VV 700W 10000W 8612W . 46212W 1i]34''' • FAN SCHEDULE . . -_- ---- -_' ` - MARK SERVES ' � MANUF. MODEL CFM HP ESP • EFF ELEC. REMARKS� � EF-1 TOILET EXHAUST - GREENHECK SP80 75 - .25 - 120V, 10 CEILING MOUNTED EXHAUST FAN EF-2 TOILET EXHAUST : GREENHECK SP80 75 - .25 - 120V, 10 CEILING , MOUNTED EXHAUST FAN EF- 3 TOILET EXHAUST GREENHECK SP80 75 - .25 - 120V, 10 CEILING MOUNTED EXHAUST FAN ' ` - ' LIGHT.. '���`���V��, SCHEDULE ____-- 'FIXTURE. ' MARK MANUFACTURER ' - MODEL • • ' • ' REMARKS • • A' OWNER APPROVED OWNER APPROVED-^' : 4~ RECESSED FIXTURE: • B OWNER APPROVED ' • . :OWNER: APPROVED DECORATIVE SURFACE' FIXTURE • C OWNER APPROVED . OWNER APPROVED . . . . ' , . . . • DECORATIVE PENDANT- FIXTURE D OWNER APPROVED OWNER APPROVED 4^ RECESSED \A\P0R7lCHT BATHROOM FIXTURE E OWNER APPROVED: 'OWNER APPROVED ` .DECORATIVE WALL SCONCE OWNER APPROVED ' OWNER: APPROVED ' DECORATIVE BATHROOM VANITY FIXTURE ' G . OWNER* APPROVED `'-: OWNER: 'APPROVED • '- � UNDER - CABINET LIGHT H. 1 OWNER APPROVED OWNER *APPROVED • ' o� ' -4 ,° DECORATIVE EXTERIOR • G.RADE WALL SCONCE .- • K • OWNER APPROVED:. ' -. ; . OWNER --APPROVED - UTILITY - SCONCE sttA ‹ »xvr�' Z. ^c 7� z �5 �� Lii 2z< ' o '-thii--5 : 1 z cc° '' �c u- DESIGNED BY: ��| -�~.�.'�~ ~,^ .,^ /��R A��`. �| CAD ~ ' ` ^`^' CHECKED BY: J�M �''��``�� �'` `'`� 55 NEW ORLEANS ROAD SUITE 200 HILTON HEAD ISLAND, SC 29928 843/686-5300 . . . . ' , . . . REMISION# DATE DESCRIPTION 0 12/01/10 ISSUED FOR PERMITTING • * , • ~ ~ � PROJECT DRAW' lit 11 11 q , - M .. [� 1 ^� / �/i �J��� ^ )‘■ ==== o� ' -4 ,° SHrEr NUMBER a ° �� �� K �� CO X co to 2" \\\ Flow SIDE VIEW 6' max. o.c. 4" Fabric Trench NOTE: FRONT VIEW Use 22" D.O.T. approved fabric. Use wood or steel posts SILT FENCE - TYPE B THIS LOT IS LOCATED IN ZONE AE (EL 11), WHICH IS WITHIN THE 500-YR FLOOD ZONE AS DETERMINED BY FEMA, COMMUNITY NO. 135164, MAP/PANEL NO. 13051C0326F, SEPT. 26, 2008. REFERENCES PLAT: 1. PLAT OF LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA BY: J. WHITLEY REYNOLDS DATE: NOV. 14, 2009 E.O.C. PLAT: 1/1,492,406 E.O.C. FIELD: > 1/87,551 < ERROR PER POINT: 0°00'02" ADJUSTMENT METHOD: COMPASS EQUIPMENT USED: GTS 303 FIELD SURVEY WAS COMPLETED ON: 09/25/10 NOTES: 1. VERTICAL CONTROL BASED ON NAVD88. 2. BOUNDARY & BACKGROUND INFORMATION BASED REFERENCE PLAT AND NOT SURVEYED BY EMC ENGINEERING SERVICES, INC. 3. ELEVATION AND CONTOURS WERE SURVEYED BY EMC ENGINEERING SERVICES, INC. EROSION & SEDIMENTATION CONTROL NOTES 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES. 2. 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 MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. MAINTENANCE PROGRAM: DRIVEWAY SWEEPING AND INSPECTION OF SEDIMENT AND EROSION CONTROL MEASURES WILL BE PERFORMED DAILY. ANY DAMAGES OBSERVED WILL BE REPAIRED BY THE END OF THAT DAY. CLEANOUT OF SEDIMENT CONTROL STRUCTURES WILL BE ACCOMPLISHED IN ACCORDANCE WITH THE SPECIFICATIONS AND SEDIMENT DISPOSAL ACCOMPLISHED BY SPREADING ON THE SITE. SEDIMENT BARRIERS WILL REMAIN IN PLACE UNTIL SEDIMENT CONTRIBUTING AREAS ARE STABILIZED. THE SEDIMENT BARRIERS WILL THEN BE REMOVED AND THE AREAS OCCUPIED BY THESE AREAS WILL THEN BE VEGETATED. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE OWNER. BENCHMARK PK NAIL ELEV. 9.31(NAVD88) Q./ q)- CDSC11-13 TYPE "B" SILT FENCE TENTH TERRA?E 15' R/W. ( VEGETATIVE MEASURES AND STRUCTURAL PRACTICES CODE PRACTICE DETAIL MAP SYMBOL DESCRIPTION Sd1 SILT FABRIC SEDIMENT BARRIER v„,4X--x. ,x--- --TYPE A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. IT MAY BE SANDBAGS, BALES OF STRAW OR HAY, BRUSH, LOGS AND POLES, GRAVEL, OR A SEDIMENT FENCE. . - .. DISTURBED AREA STABILIZATION (VVITH MULCHING ONLY) .46. * ,::::!:;;::::;:,:::,:.;;;;7; ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED AREAS WHERE SEEDINGS MAY NOT HAVE A SUITABLE GROVVNING SEASON TO PRODUCE AN EROSION RETARDING COVER. D51 Ds1 DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) • .... e.s.1.%.11111t: . '.'• ' .°:1114141P.....„.. ___---i Ds EsTABLIsHiNG A TEMpoRARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS. I Da DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) -, 7...t. , . ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. Ds3 Ds3 DUsT coNTROL oN DISTURBED AREAS ono rp-i-ii CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITE, ROADWAYS AND SIMILAR SITES. Du Sd2 9 b GRAVEL BAG SEDIMENT BARRIER .::t. 1.. it , awe 61.0) A TEMPORARY SEDIMENT BARRIER ALONG PAVED AREAS OR AROUND GRATE INLETS BY PLACING BAGS FILLED WITH GRAVEL. °) I I I I alelsoriasmakman b GRAVEL BAG SEDIMENT BARRIER <6' 0 \ PK S66°00'00"E / 70.00' XaffirsteaSe. calscor.r1=rott=1....0 + 11.10 \ ‘:‘ .`f / 518"RBS / RELOCATED PALM TREE GRANITE DUST PATH eo N•91,:gekkAr-aI.e.1:1;,;;;;;A-.. EXISTING CONCRETE DRIVE TO REMA (USE FOR CONSTRUCTION ACCESS) LOT 'I + 11.30 .90 . +11.50 NI 1\1.50 Du I I REMOVE BROKEN BLOCK CURB REPLACE W/ 4" HT. CONC. VERTIgAL CURB 11" I Ili111,1111 ; ILL4r• / 01. PROPOSED FEE 12.70 toot :trot LIJ 0 0 .act- (NI 0 sr- 12,5 11.00+1 • 3R)-F 10.90 + 2.65 11.50 Ds1 Ds? Ds d2 8" TWIN LIVE OAK 11.40+ LOT 3 EX. BLOCK WALL TO BE REPAIRED EX. PALM ( \ FLAGSTONE WALK 10.80 + 10.50 \ X1.01 larnalvelaisMal.■ • r/o) 70.00' RELOCATED PALM TREE 7 10.90 +. / / N66)S00' 6X1W 2/L 0"IVE OAK 5/8"RBS TENTH PLACE 15' R/W. / / TYPE "B" SILT FENCE N NI 'Not PKS rA --"r> rit Zs-10 -1E-- EXISTING CONC. z z DRIVEWAY TYBEE ISLAND --Jr) -S Nee? SITE /0111 Pio czo ATLANTIC OCEAN St?? JS REVISION DESCRIPTION z 1/ A.'5' '`to' S. S. S VICINITY MAP NOT TO SCALE LEGEND J SPOT ELEVATION CONTOURS DIRECTION OF FLOW FT I A EXISTING CP X '\T. PROPOSED +12.00 12 \I\ 3/8" CHAMFER ON ALL EXPOSED EDGES z- 3500 PSI CONCRETE FINISH GRADE 41, - -F1 r VERTICAL CURB NOT TO SCALE 10' 5' 0' GRAPHIC SCALE: 1"=101-0" 10' EXPANSION JOINTS I& 20' O.C.(MAX.) DUMMY JOINTS 10' O.C. (MAX) SPACE EVENLY FROM JUNCTIONS BASE BASE TO 95% COMPACTION COMPACTED SUBGRADE BRUNSWICK, GRADING PLAN LUBAR BEACH HOUSE 14 TENTH PLACE 0 0 w 0 0 `44 0 6 ert CO LL1 Li/ >i° a 1, a 15 PROJECT NO.: 10-0146 DRAWN BY: DWF DESIGNED BY: DWF SURVEYED BY: SURVEY DATE: CHECKED BY: SCALE: DATE: 1" = 10' NOV. 2010 SHEET OF 1 BUTLER AV c) 'EXISTING BUILDING LINE EXISTING:BUILDING LINE ► — a — a cd BASED ON MY OBSERVATION THIS LOT IS LOCATED IN ZONE AE, WHICH IS WITHIN THE 500 -YR FLOOD ZONE AS DETERMINED BY FEMA, COMMUNITY NO. 135164, PANEL NO. 00326 -F, SEPT. 26, 2008. REFERENCES PLAT: 1. PLAT OF LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA BY: J. WHITLEY REYNOLDS DATE: NOV. 14, 2009 E.O.C. PLAT: 1/1,492,406 E.O.G. FIELD: > 1/87,551 < ERROR PER POINT: 0 °00'02" ADJUSTMENT METHOD: COMPASS EQUIPMENT USED: GTS 303 FIELD SURVEY WAS COMPLETED ON: 09/25/10 TENTH TERRACE 15' R/1fi N24 °00'00 "E CONC. S66 °00'00" P ALL CONC. GRILL 00 Ua O� m 1 STORY :, OCK HO a, PORCH HOLE IN CONC. AL 5/8 "RBS ► 8? r r- \ 70.00' -- N66 °00'00 "W TENTH PLACE 15` R/W. o EXISTING BLDG. LINE 0 0 °v N CO LOT 3 lb:/8"RBS o► EX. BLDG. LINE En: NOTES: 1. VERTICAL CONTROL BASED ON NAVD88. 2. BOUNDARY & BACKGROUND INFORMATION BASED REFERENCE PLAT AND NOT SURVEYED BY EMC ENGINEERING SERVICES, INC. 3. ELEVATION AND CONTOURS WERE SURVEYED BY EMC ENGINEERING SERVICES, INC. �Du� O 9 S rf f �— EXISTING BUILDING LINE Eq ► EXISTING BUILDING LINE N ► ,nom ►nV i B o .\;-\0 ® �0 -t( (o°� a ?,gcDV« 0 EXISTING BUILDING LINE NO. BY DATE ► EXISTING BUILDING LINE ► cm! 2 0 Q su f JC TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLAITED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. JEFFREY WAYNE MOCK GA. REG. L.S. UC. NO. 002992 20' 10' 0' I GRAPHIC SCALE: 1 "= 20' -0" PROJECT NO.: 10 -0146 DRAWN BY: DET DESIGNED BY: SURVEYED BY: JET SURVEY DATE: 09/27/10 CHECKED BY: JWM SCALE: 1"=20' DATE: 10/04/10 SHEET BUTLER AVENUE BENCHMARK PK NAIL ELEV. 9.31(NAVD88) 70"00' EXISTING BUILDING LINE 1 I LOT 1 EXISTING BUILDING LINE STEPS or BASED ON MY OBSERVATION THIS LOT IS LOCATED IN ZONE AE, WHICH IS WITHIN THE 500-YR FLOOD ZONE AS DETERMINED BY FEMA, COMMUNITY NO. 135164, PANEL NO. 00326-F, SEPT. 26, 2008. REFERENCES PLAT: 1. PLAT OF LOT 2 OF A SUBDIVISION OF BEACH LOT 64, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA BY: J. WHITLEY REYNOLDS DATE: NOV. 14, 2009 E.O.C. PLAT: 1/1,492,406 E.O.C. FIELD: > 1(87,551 < ERROR PER POItiT :0000'02" ADJUSTMENT METI OD: COMPASS EQUIPMENT USED :! GTS 303 FIELD SURVEY WADS COMPLETED ON: 09/25/10 • PKS 4-41 451 J 4f HOLE IN CON or w 0 0 0 0 N Z to or NOTES: 1. VERTICAL CON1`ROL BASED ON NAVD88. 2. BOUNDARY & BCKGROUND INFORMATION BASED REFERENCE PLAT AND NOT SURVEYED BY PAC ENGINEERING SERVICES, INC. 3. ELEVATION AND, CONTOURS WERE SURVEYED BY EMC ENGINEERING SERVICES, INC. ot p'ti's' yv; 01 or I-- -----� • _7 } k ~PKS TENTH TERRACE 15' RNV. f or k I- v // O 7'-'-. )‘Z• S66 °00'00 "E / 70.00' i WALL Uk 14.6' oiao1 or _-v k CONC. LOT 2 1 STORY BLOCK HOUSE BLOCK BLDG. WALL 70.00' oo to / / 1 1 1 1 1 1 i 3.0' O N TENTH PLACE 15' R/W. ti o C" / / / (2 '5 /8 "RBS ot LOT 3 N66 °00`OO"W) �?r \ / ti k �� ■ EXISTING BUILDING LINE 1 cb - : A� EXISTING BUILDING LINE NO. BY DATE 10 IHF HFS OF MY KNOWIFI)01- AND 13F111•F IHIS PI AI IS A CORRFCI RPR}-SFN IA LION OF IHF I AND PI Al II-I.) AND HAS HFFN l'IiFPARE-I) IN CONFORM; I WI IH IHI• MINIMUM SIANI)ARI)S ANI) RFQUIRFMFN IS OF I AW. JFFFRFY WAYNF MOCK CA. RFC. I .S. I IC. NO. 002997 10' 5' 0' GRAPHIC SCALE: 1 " =10' -0" 10' Z OC Z W W a Z W Z> W IX W co W Li lit.111 s � dijkilik z 0 a S w klIV. TOPOGRAPHIC SURVEY OF u. Z r) 1 pca 3 w 2 Z Z CO 1 < "is 5 u.• 1— z N05 J en W O w m PROJECT NO.: 10 -0146 DRAWN BY: DET DESIGNED BY: SURVEYED BY: JET SURVEY DATE: 09/27/10 CHECKED BY: JWM SCALE: 1 " =10' DATE: 10/04/10 SHEET 1 OF 2