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12-0638 Kaminsky_1of3_ABANDONED
CITY OF TYBEE ISLAND BUILDING PERMIT ** PROJECT ABANDONED ** DATE ISSUED: 12 -27 -2012 PERMIT #: 120638 WORK DESCRIPTION NEW RESIDENTIAL -SF * *ABANDONED ** WORK LOCATION 7 TENTH PL OWNER NAME MYRON & FRANCES KAMINSKY ADDRESS 7 TENTH PL CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME SHORELINE PROPERTIES LLC ADDRESS 16 MORNINGSIDE DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # 2800 P $ 250.00 PROJECT VALUATION $325,000.00 TOTAL BALANCE DUE: �2 $ 250.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tv bee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 NN NN oftybee.org DATE ISSUED: 12 -3 -2012 WORK DESCRIPTION WORK LOCATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 7 TENTH PL OWNER NAME MYRON & FRANCES KAMINSKY ADDRESS 7 TENTH PL CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING OCCUPANC TOTAL FEE SQUARE FO GE 0 ohabP SHORELIN ROPERTIE 16 MORNING IDE DR SAVANNAH A 3O PROPERTY PROJECT V I UAT . $325,000.00 l PERMIT #: 120638 TOTAL BALANCE DUE: $5,347.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, tire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Location: �► (k b a.•d o r a.ci CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT pis Place NAME ADDRESS ✓ 2 sets of building plans 1 copy of survey showing / ground elevations &.flood zone V 1 copy REScheck or COMcheck $250 plan deposit PIN# 4- 0006- /B•0 /3 TELEPHONE Owner '411461.14$14-1 AAya 014 (2tif 9 (ovei P0;4 f- La N e S•vkn m ,, 4 314a /12. mo. 77DI Architect or Engineer NO 'ows04, 41A DAWSON hR- Chi -trcTs tozo &rye..K woods Loop, sh I 5c01444Atq, U,j- 3i' c alt tvSS. � rt 1 Building Contractor $av I S. fc, f-1 Devtlopnters1, /44.- I (, MorA;K9 s ;cue brivt SgvkNh,Li i 6,4 314a5 RI L• 'UA WI Sl /ufu1JE f'k'eP6,!1 Fs (Check all that apply) MI,. New Construction ❑ Other Details of Project: New ,, s •••� Rts,caAce Residential Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial Estimated Cost of Construction: $ 3 z', ado Construction Type (2) (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: S :Ails kuun:Lf e5(el ev, +its Remarks: (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units t # Bedrooms 5 # Bathrooms 2 `/L Lot Area II g� tp Living space (total sq. ft.) 7. OO # Off - street parking spaces 2 Trees located & listed on site plan ✓ Access: Driveway 7,4 (ft.) With culvert? With swale? Setbacks: Front to' Rear lot Sides (L) o' (R) t b' ,� # Stories 3 Height 3't t -y Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through Co,%trfG�'or On -site waste and debris containers will be provided by C6 vttr„ c for Construction debris will be disposed by (brt-trat, by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: I - 12- 1 Z Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. Ake 7t ,04u -r,4/ The following is to be completed by City personnel: Zoning certification NFIP Flood Zone A 6 12 Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Date 11.2 (0-1Z e,L2_ck 2 2 54- 2.. S-0 acbt)'0 sq,.ft 4 go; 4t)OOQ Permit Inspections Water Tap ek; s 11 s Sewer Stub e • Aid to Const. i 2Rr, CC Recove 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: /4,...../..0/A Project I.D.: /(Clvv „l 5A-7 Attachments approved by: Date: June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ field_manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While 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 fording. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Sign e of 0 / ontractor CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786 -4573 FAX (912) 786 -9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: Lcf- 6S, f0 -11, 19'4 cf P(A/ it 4-0000-18-0(3 Owner's Name: ka m ► n S 141 Address: Contractor's Name: ./tv 15- SLefH 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. i ;'o' f M.$(r BFE Acknowledged and agreed to this er / Co r actor Signature Li.cc.-m Owner / Contractor Printed Name day of 1 5�= , 20 /1 . Location of Work: Owner's Name: Address: Contractor's Name: STATE ENERGY CODE AFFIDAVIT L04- try J f 10-t- O c"-.c Kcov.t..sky Lo-F) (05— to +17 p„, Sco This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. Peti_54) ii/Z4 n .'f 61",'" t 1 s I Owner's Si ae Date wner' Printed Name ' ec .i I Sc�o `- Contractor's Printed Name I( //5 / 12, Date ��R O r i r i t N O ' , j �� W a t e r T a p a n d S e w e r S t u b A p p l i c a t i o n L o c a t i o n o f w o r k ( s t r e e t a d d r e s s ) L 4 C o i S i - ) C I T Y O F f Y B E E I S L A N D C O M M U N I T Y D E V E L O P M E N T D E P A R T M E N T P . O . B o x 2 7 4 9 " 4 0 3 B u t l e r A v e . , T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e ( 9 1 2 ) 7 8 6 - 4 5 7 3 " F a x ( 9 1 2 ) 7 8 6 - 9 5 3 9 C o n t r a c t o r R A - 4 S c - c ) L A d d r e s s o f c o n t r a c t o r 0 , 0 M O r r I , n 1 S ( c O r t "P t / c w d v . ��. _ ' 6 4 , 3 / t i t 0 C o n t a c t n a m e & t e l e p h o n e n u m b e r o f c o n t r a c t o r N a m e o f p r o p e r t y o w n e r M a i l i n g a d d r e s s o f p r o p e r t y o w n e r T e l e p h o n e n u m b e r o f p r o p e r t y o w n e r k �� D e t a i l s o f p r o j e c t 2 e s , d c * . C a r s f e v - c 4 ( o R e s i d e n t i a l ' C o m m e r c i a l E n t e r t h e r e q u i r e d n u m b e r o f w a t e r t a p s / m e t e r s a n d t h e n u m b e r o f s e w e r s t u b s : W A T E R T A P / M E T E R S E W E R S T U B N u m b e r M e t e r N u m b e r \ \ ��, o S t u b o f T a n i S i z e o f S t u b s c �� S i z e 3 / 4 " �� , U % 6 " 1 r 6 " 1 - 1 / 2 " ��( 1 c - 1 1 - 8 " 2 " I " U n a u t h o r i z e d u s e o f w a t e r p r i o r t o i n s t a l l a t i o n o f a w a t e r m e t e r i s p r o h i b i t e d . I n s t a l l a t i o n o f m e t e r s a n d l i n e s s h a l l b e t h e r e s p o n s i b i l i t y o f t h e o w n e r / c o n t r a c t o r . C o n t a c t t h e W a t e r / S e w e r D e p a r t m e n t a t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 2 2 , f o r l i n e a n d t i e - i n l o c a t i o n s a n d f o r i n s p e c t i o n s . C o n t a c t t h e C o m m u n i t y D e v e l o p m e n t D e p a r t m e n t a t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 3 6 , t o a r r a n g e p i c k u p o f a m e t e r . I t i s t h e r e s p o n s i b i l i t y o f t h e o w n e r t o e s t a b l i s h a w a t e r / s e w e r a c c o u n t w i t h t h e C i t y . A n a p p l i c a t i o n a n d d e p o s i t a r e r e q u i r e d . C o n t a c t ( 9 1 2 ) 7 8 6 - 4 5 7 3 , e x t e n s i o n 1 1 0 . ��c 5 0 I f - / r - - - k v / t / / r / i , O w n e r s i g n a t u r e D a t e O w n e r p r i n t e r C o n t r a / ' r j s �� C o n t r a c t o r p r i n t e d n a m e r D a t e Location of Work: Owner's Name: Address: PERMIT FOR INFRASTRUCTURE ALTERATIONS Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Owner's Pr ted Name actor' nature PSI � it- Contractor's Printed Name Date /5/7c;— 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: L.04 - (o J � 6t.- .+- . Owner's Name: F f �' ci -''. ,`, . S P,",/ Address: Contractor's Name: (:�.�.. ( S 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. Temporary electrical service will be granted as an aid to complete construction only. It will be grante for a maximum of six months and may be revoked as circumstances dictate. Owner's Printed ame actor' ignature Contractor's Printed Name Witness's Signature Witness's Print Name Date Date ALL wiring, service included, must be COPPER. NO aluminum allowed. Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 Location of Work: Owner's Name: Address: CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Lof Gs / ofiL f (u.<.e Kccw.,.n5}c'% Contractor's Name: List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Address Contact Person k.;ew�� C 2. Company �•ey tC," k,`cci Address 1\ o S rvN k o,,,,k Contact Person 1 in. 3.1 kt, •� 3. Company Q 9 Wear.) f r Address ?.0,t (oS$ I e ja eo.. ) G A „31 ?19 Contact Person C\ ;5 Ocite.56y 4. Company \J L r c \mhd( i)( Pv.w.b; Address ePO. a•g- )ctY/G ulf n.,) 6* Contact Person Ucrno•.. 1 re .d( , 5. Company 17■3 Coln ofrN.c.4%oh Address 7-.35- L \ 3(eo dJ' ►, (A. 5130/ Contact Person car ,Sc Attach additional she Business Type License Number 31yc Co,,J1 # I .)-1 Phone Number (fi. 31 a l(- a3 6y Business Type e c c.i r% , 0-1 License Number Phone Number S3+, Cc., - E 10).O7L (o5(1 - ?WA Business Type Mk-L. License Number C N Phone Numbet(9 I) 68 .1 ' 6351 Business Type ?L.A..6 License Number YN^ P ?-09 6"15- Phone Numbei(1) 4 ).9 - 6 14). Business Type 1-rroMtr License Number (Ci Phone Number I 1), Co 6 ? ' 5T3 ets if needed. DAVIS ENGINEERING, INC. RECEIVED t 2. -3 P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus @gmail.com INVOICE November 30, 2012 Invoice #21203001 Diane Otto City of Tybee Island P.O. Box 2749 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Kaminsky Residence 10 -26 -12 10 -30 -12 11 -16 -12 11 -30 -12 Tybee Island, GA 31328 n,c, Coord on assisting Engr. In reviewing typical /sample n.c. Response to Engr. on presubmittal emailed 0.75 Review and response to Engr. 0.75 Emailed review comments n.c. Final review and Concurrence 1.50 hours @ $175 /hour = $262.50 Total Due This Invoice 12.3 -12 . 10,4A 1/-065g r-Po \3/c2 g DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt November 30, 2012 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: Kaminsky Residence Dear Ms. Otto: Phone (912) 786 -4573 Fax: (912) 786 -9539 RECEIVED '3-12 I have reviewed the revised plan for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. It is my opinion that the west high point between the north and south swales does not clearly show a depth. During field inspections, I will be looking for a minimum of 0.1' depth in the swale. Based on the above condition, within the scope of my design review, 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. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2120300B Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, November 16, 2012 4:12 PM To: Jay Maupin Cc: Dianne Otto Subject: Re: Rabun / Kaminsky Residences Jay, As we discussed on the phone around 3:20pm; Rabun Comment #1 DNR lines and landward toe of Dune Line must have DNR verifications no older than 1 year. Comment #7 The two rows of Sdl Type C must be upstream of the marsh buffer. The two rows of Sdl Type C must be landward of the toe of Dune established by the DNR Kaminsky Comment #4 The grading on the west side does not clearly show that runoff would not be directed onto the lot to the west. Comment #5 The plans and calculations need to show that the runoff from the lot conveyed in the swale at the east end of the lot will be contained in the swale. Please call me if you have any questions. Downer 912 695 -7262 On Fri, Nov 16, 2012 at 9:20 AM, Jay Maupin <jay @maupinengineering.com> wrote: Downer, I am going to have the signed version of the plans with my responses and attachments delivered out to Dianne's office this morning about lunch time. Let me know if that is an issue or I should be transmitting them differently. Thanks, Jay Maupin, PE, LEEDAP PRESIDENT Maupin Engineering, Inc. c: 912.667.7757 1 t;a 1644 Please see my responses embedded below: L - l e -I 2 am,n Sk 1) Due to the unusual nature of the 15' Roadway narrowing to 5' near the east line and the nature of the easements to the east and as I did not notice a plat reference, I request the Engineer advise of the plat(s) these easements are based on. Absent of that, I and /or other City reviewers can revisit the files of the previous subdivision and the SCCC website. I have attached a plat of the adjacent parcel that indicates the easements. Those easements do not affect this lot. 2) Results of #1 may request Engineer adjust east swale to encourage discharge of stormwater more to the center of the 10th Place roadway. There is an existing grate inlet in the center of 10`h Place. The original intention was to direct the water to it. I have added flow arrows to try and clarify that intent. 3) "Low Country Pavers" is too general a reference. Tybee's detail, reference to the CSS, etc.. are options. The detail could be acceptable with dimensions or ratio of the void. With the note to brush #89 stone into the voids, I'm sure the Engineer's intent is appropriate. We have modified our detail to eliminate the manufacture information and added a minimum open area requirement. 4) Please clarify the grading on the west side to demonstrate that any common lot line swale is allowed by easement or other agreement. Alternately show all drainage within this lot. There was no grading shown out side of the lot on the west. We have however changed the spot label tag such that the text does not hang over the property line. 5) I did not see drainage calculations. Calculations have been included with this submittal. Observations. 6) Due to the unstable nature of much of the asphalt in these narrow beachside, the project Surveyor may want to establish another BM. Noted. 7) It's my understanding that the recent changes in City code allow the impervious sidewalk shown on the plan. This is the purview of other reviewers. Noted. APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION / /-/l'47 ZONINF. ADMINISTRATOR DATE APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL OR CLERK OF COUNCIL 176.13' TD BUTLER AVE. 111N.1 DATE � 1.- /q -CM- DATE S 70'30'00 "E 186.00' TENTH STREET TENTH COURT TENTH TERRACE TENTH PLACE ISITE1 EIEVARTH STREET 10TH. PLACE 15' ROADWAY PT. LOT 65 22. 101.102 4.A 111 •w 2.2.02002 r.A0.•AY N 70•30'00'7 185.00' THE PRIVATE DRIVEWAY ACCESS & UTILITY mamma AND STORM DRAINAGE EASEMENTS ARC HEREBY DEDICATED PORPLTUALY FOR THE USE BY TILE OWNERS AND RESIDENTS Or AU, LOTS IN THE SUBDIVISION. SAD) EASEMENTS AND DRAINAGE SHALL BE MAINTAINED BY THE OWNERS OF THE LOTS AND NOT BY THE CITY Or TITER ISLAND. OWNER 42~ OWNER OWNER REFERENCE: PRB B 36 DR 148 B 6 624 SMB 33 -9 40 J. WH TLEY REYNOLDS LAND SURVEYOR 638 STEPHENEO N AVENUE SUITE C TELBA:'HONE: 9E12R 3623 0464 FAX: 912- 352 -7787 /J5 12,7 DA 111144) DATE 7 EQUIPMENT: TOPCON AP -LIA ERROR Or CLOSURE: LINEAR: 1/- -" /ANGLE NC= BY: - PIAT: 1/S41INITY 0 BO GALE: I" - SO' DATE: OCTOBER 29, 20O6 SURVEY DATE: AUGUST 0, 2007 PLAT FILE No. 00 -1718 VICINITY MAP (Nor To SCALE) ZONE AB, BYE 13 N 10•32.0176 S 701.00.2 4.87' REF $ i 20. DRAIN. EMT. ORATE INUIT 20' PRIVATE DRIVE Access & ATIIUTW 10.0' �II14 ' SO' NET. POND EMT. 0 1� - I •_Urn .f:' • 2'1011;.' 19 Fit S:0, ZONE A8, BFE 14 130.17' al LOT A AREA - 4686 sr I �IT I 12. DRAIN. EBET. 26' Der. POND ISMT. I 80.81' 5/9" ROr 19.71P 110.00'I 5/8" ke 1.078 LOT Do Do O AT ZONE A8, BFE 15 Mangum z' NAIL IN P/P N.6V 11.71 6' WALKWAY CENTERED ON P/ 666• TC •'ANENT HIGH WATER LINE. 9 70`90'00"2 , ,' 4• EAIAYAT • �fr3� TACK POD 7D ' 7 UI •_ AN�EI_llel; a�L 2ao_ ! ■ , 26' ACC & -. Ilk,, EZML. IN FAVOR OF LOT C -2. LOT B t ZONE V9, BFE 18 1a DRAINAGE LAMENT CENTERED ON STORM PIPE AREA • 5428 Br E STORY FRAME ROUSE ZONE A0. BF'E 13 ORA 10. DRAIN. EEMT. 5.2' N 70.90'00"11 �--1 R STORY FRAYS BIRO. 1.10T C -2 AREA - 3417 9r 94.19' 1.010102V LOT I* In M6 ZONE A8, BFE 14 BROKEN CHF ,10.001 II 7PRA'ID"W RO.3N 4.11W RBI' N 70•26'19'7 ELEVENTH STREET 20 0 20 40 80 GRAPHIC SCALE - FEET 6/0" RBS 225100' ZONE A8, BFE 15 DECK ACCORDING TO THE F.I.R.N. DATED 6/17/88 THIS Sill Is WITHIN THE 106 YEAR FLOOD ZONE V9, WE 18 TOE OF DUNE UNE 6/8" RBr REVISED NOVEMBER 14, 2007 TO SHOW DOT. POND ENT. ON LOT A. PAVERS ON LOTS C -I & C -2 AND DRAIN. tar? OF LOT 7. REVISED RECOMBINATION LOTS A, B, C -1 & C -2 OF A SUBDIVISION OF THE EASTERN 225' OF FRONT LOT 85, WARD NO. 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: HOWARD REEVE clg51 SILDATA ARCA: .1215 ACRES: MO. AWL MT PROPERTY ACORES. RACE rfAxo BFFFRFNFF. I. PLAT RtOIRO DUX D. PA0C S. YAPdxxx uw W 107. O. ¢ P.. USLITIES PROTECTION CENTER CALL 1HREE WORR100 PAYS BEFORE YOU 010 THROUGHOUT CEORUA - aez ->ni NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY! NOTES, BATOR, RA. OR IMO ... ALL P DDWD Se,..D., AK b D0•13PR ,D LOCAL TvW W u, . CDWR.RN. OR RESTRICI.4 s. PIORAZORTAt R°1Mpra °IS e,�OR OM ,ax, MINT L AREA RV mum. YAP 4.40301 x(10100 i.!. 0,11010*0,10015 FLOOD aMAS ROOD STRIP Or ROALMAY ALC010 WATHOIN 9000.11. SEE ton In, PALE ASS ARO OHO ROCA 14, PACE 401 \ •W �4Mb 4, Ra�'1W[�P`2,�gRbrb 4gWl >?'ab� T aab P r& 1 POSSION oi N AYaw IDS eft .° ILA. MARI MST / \T... / 1.10r DnW/VWr '.., .l'• to- SURVEY D,.T. Armen 20• 10' 0. 20' GRAPHIC SCALE: t'. 20' 03' & 0 Y o NI t7 -4 C ffi! 0 0 wo:l P4 Wog tzo0 aztg 00 2,r << My TOPOGRAPHIC SURVEY PA 1/1 Con. siaee -con. stale f can. staXt 14..1 V T con. sta ke fifty -seven and forty- J6X an d Cy- one ccnc.71 re with the star /y f.ve feet C . X. • Lor 61r ,v7e =3o w a 7.r ; RECEIVED Kaminsky Comments requiring revision or explanation 1) Due to the unusual nature of the 15' Roadway narrowing to 5' near the east line and the nature of the easements to the east and as I did not notice a plat reference, I request the Engineer advise of the plat(s) these easements are based on. Absent of that, I and /or other City reviewers can revisit the files of the previous subdivision and the SCCC website. 2) Results of #1 may request Engineer adjust east swale to encourage discharge of stormwater more to the center of the 10th Place roadway. 3) "Low Country Pavers" is too general a reference. Tybee's detail, reference to the CSS, etc.. are options. The detail could be acceptable with dimensions or ratio of the void. With the note to brush #89 stone into the voids, I'm sure the Engineer's intent is appropriate. 4) Please clarify the grading on the west side to demonstrate that any common lot line swale is allowed by easement or other agreement. Alternately show all drainage within this lot. 5) I did not see drainage calculations. Observations. 6) Due to the unstable nature of much of the asphalt in these narrow beachside, the project Surveyor may want to establish another BM. 7) It's my understanding that the recent changes in City code allow the impervious sidewalk shown on the plan. This is the purview of other reviewers. Rabun Comments requiring revision or explanation 1) The appropriate DNR designation should be shown to the north of the structure. 2) I am not aware of a variance allowing the encroachment of the structure into the 10' Buffer line. Again, I believe clearer labeling of these lines could be made. Tybee's, DNR's, etc... 3) The ownership, rights, etc... of the access easement that converges with this driveway at the SE area of this site needs to be clarified. I have concerns over traffic safety. 4) I did not find drainage calculations. The grading indicates the intent on the west side is to shed some water onto adjacent properties which is not allowed. If the general intent is to route water to the rear (north) for it to perc into the sandy soils, please indicate so and support with calculations. The swale on the east side needs to be detailed more. I request the previous plans for this subdivision be available to both the Engineer and all reviewers as it may show drainage intent alongside lot lines. 8) "Low Country Pavers" is too general a reference. Tybee's detail, reference to the CSS, etc.. are options. The detail could be acceptable with dimensions or ratio of the void. With the note to brush #89 stone into the voids, I'm sure the Engineer's intent is appropriate. 5) The date of the DNR line needs to be shown. The western end of the 25' buffer needs to be clarified. A buffer encroachment variance may be required. 6) In the recent past (18th Place) the DNR /CRD (Deb B.) has requested 2 rows of Sd1 -C along the toe of their jurisdictional line. The lack of any protection is not acceptable. 2 rows of Sd1 -C will be required along the 25' marsh buffer. Recommendations 7) The Engineer might want to clarify whether or not the 25' maximum width of driveway applies to the front of this building. I do not want lack of clarity on this issue prohibiting the Owner of preferred use of their property. 8) Evaluate the ability of Sod (Sd4) to be established in any dune like sands at the north side of the property. Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: REScheck Software Version 4.4.3 Compliance Certificate 2009 IECC Tybee Island, Georgia Single Family 12% 1851 2 Owner/Agent: Designer /Contractor. CE; lei am�^ Shy Compliant,' e"PasssesIusin' g A Vad"e- doff" Compliance: 20.3% Better Than Code Maximum UA: 627 Your UA: 500 The X Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minlmum•code home. Maximum SHGC: 0.30 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. R -Value Glazino UA or Door U- Factor Ceiling 1: Steel Joist/Rafter, 16" o.c.:2x8 Skylight 1: Metal Frame:Double Pane with Low -E SHGC: 027 Skylight 2: Metal Frame:Double Pane with Low-E SHGC: 0.27 Wall 1: Wood Frame, 16" o.c. Window 3: Other SHGC: 0.30 Window 4: Other SHGC: 0.30 Window 5: Other SHGC: 0.30 Window 6: Other SHGC: 0.30 Wall 2: Solid Concrete or Masonry:Interior Insulation Window 1: Other SHGC: 0.30 Window 2: Other SHGC: 0.30 Wall 3: Wood Frame, 16" o.c. Window 8: Other SHGC: 0.30 Window 9: Other SHGC: 0.30 Window 10: Other SHGC: 0.30 Window 11: Other SHGC: 0.30 Window 12: Other SHGC: 0.30 Window 13: Other SHGC: 0.30 Window 14: Other SHGC: 0.30 Wall 4: Solid Concrete or Masonry:lnterior Insulation Window 7: Other SHGC: 0.30 2416 30.0 0.0 113 9 0.390 4 9 0.390 4 744 13.0 0.0 57 9 0.320 3 9 0.320 3 15 0.330 5 15 0.330 5 155 0.0 7.0 14 9 0.320 3 9 0.320 3 767 13.0 0.0 54 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 105 0.0 7.0 9 15 0.330 5 Project Title: Report date: 11/27/12 Data filename: W:\12048.00 - Kaminsky Beach House \drawings \Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Page 1 of 7 Wafl 5: Wood Frame, 16" o.c. 460 13.0 0.0 36 Window 16: Other 15 0.330 5 SHGC: 0.30 Wall 6: Solid Concrete or Masonry:Interior Insulation 225 0.0 7.0 19 Window 15: Other 15 0.330 5 SHGC: 0.32 Door 1: Glass 21 0.330 7 SHGC: 0.28 Wall 7: Wood Frame, 16" o.c. 801 13.0 0.0 52 Window 17: Other 15 0.330 5 SHGC: 0.30 Window 18: Other 15 0.330 5 SHGC: 0.30 Window 19: Other 15 0.330 5 SHGC: 0.30 Window 20: Other 15 0.330 5 SHGC: 0.30 Window 21: Other 15 0.330 5 SHGC: 0.30 Window 22: Other 15 0.330 5 SHGC: 0.32 Door 2: Solid 21 0.400 8 Door 3: Glass 20 0.330 7 SHGC: 028 Door 4: Glass 20 0.330 7 SHGC: 0.28 Door 5: Glass 21 0.330 7 SHGC: 0.28 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements In REScheck Version 4.4.3 and to comply with the mandatory requirements liste ' the REScheck Inspection Checklist. N011 1,a44/ SDw — t41k Name - Title Signature Date Project Title: Report date: 11/27/12 Data filename: W: \12048.00 - Kaminsky Beach House \drawings \Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Page 2 of 7 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Tybee Island, Georgia Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Steel Joist/Rafter, 16" o.c. :2x8, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: ❑ Wall 2: Solid Concrete or Masonry:Interior Insulation, R -7.0 continuous insulation Comments. ❑ Wall 3: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments' ❑ Wall 4: Solid Concrete or Masonry:Interior Insulation, R -7.0 continuous insulation Comments' ❑ Wall 5: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: ❑ Wall 6: Solid Concrete or Masonry:Interior Insulation, R -7.0 continuous insulation Comments' ❑ Wall 7: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. Windows: ❑ Window 3: Other, U- factor. 0.320, SHGC: 0.30, For windows without labeled U- factors, describe ffeatures: #Panes Frame Type " "1 ° i dt hseSrmal Break" Yes No Comments' ❑ Window 4: Other, U-factor 0.320, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Z Frame Type p'rfr r.a, F.b"Il Thermal Break? Yes u No Comments' ❑ Window 5: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes 2 Frame Type TAttP0.dta TI' 1'i Thermal Break? Yes V No Comments' ❑ Window 6: Other, U-factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describg features: tR s� #Panes = Frame Type Vitt{r,.kl Mil Thermal Break? Yes x No Comments: ❑ Window 1: Other, U- factor: 0.320, SHGC: 0.30, For windows without labeled U- factors, describe features: Project Title: R eport date: 11/27/12 Page 3 of 7 gala filename: W: \12048.00 - Kaminsky Beach House \drawings\Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Type �' fS #Panes ' Frame �.il f +Md i t Thermal l Breaks Yes x No Comments. ❑ Window 2: Other, U- factor: 0.320, SHGC: 0.30, For windows without labeled U- factors, describe vmta e ff tures: , #Panes Z Frame Type ' fr-4L Ftl' ,� si Break'? Yes 'A No Comments* ❑ Window 8: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe}feates: - tD✓� f'rl d.Kl Ftbt `thermal Break'? Yes No #Panes _Frame Type Comments: ❑ Window 9: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors,, describe � re f atus: #Panes ?' Frame Type P ✓t'h'`/L Fi b� 'thermal Break'? Yes x No Comments' ❑ Window 10: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe futures: #Panes Z Frame Type 0-.11trwd41 F.1187herm I Break'? Yes x_ No Comments* ❑ Window 11: Other, U- factor. 0.330, SHGC: 0.30, For windows without labeled U- factors, describe F�a t`m s: #Panes Z Frame Type Rilfio.citi bVermal Break? Yes X No Comments* ❑ Window 12: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U-factors, describe t fea res: #Panes Frame Type P,''6" "d Pt .1)` 'Thermal Break? Yes X No Comments. ❑ Window 13: Other, U- factor. 0.330, SHGC: 0.30, For windows without labeled U- factors, describe fea ur s: #Panes y Frame Type Pulfcd rlb 'thermal Break? Yes X No Comments: ❑ Window 14: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, describe ( eatures: #Panes t^ Frame Type °.#11.1,4c.4 P+ ermal Break'? Yes U No Comments* ❑ Window 7: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factors, desctriefeeaturSe�s: #Panes __le_ __le_ Frame Type 47‘A.4.64 f l sTHefrmal Break? Yes x No Comments: ❑ Window 16: Other, U- factor: 0.330, SHGC 0.30, For windows without labeled U- factors, de e fTtturs: #Panes _1_ Frame Type Q ll. "d"'� t ermal Break? Yes )r" No Comments' ❑ Window 15: Other, U- factor: 0.330, SHGC: 0.32, For windows without labeled U-factors, describe features:: #Panes Z Frame Type Q`'.1 h4 th V : bThLi/r of i3reak? Yes - No Comments: ❑ Window 17: Other, U- factor: 0.330, SHGC: 0.30, For windows without labeled U- factorst describefeaure: #Panes _JFrame Type '''''‘.\-'''''‘.\-r143.4 F yytfha1r reak' Yes X No Comm ents: Project Title: Data filename: W: \12048.00 - Kaminsky Beach House \drawings\Rescheck\2012 -11 -20 Kaminsky Rescheck.rck Report date: 11/27/12 Page 4 of 7 Q' W i n d o w 1 8 : O t h e r , U - f a c t o r : f ' ' 1 G C : 0 . 3 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 t , - . a ��. _ . s d e s c r i b e f e a t u r e s : # P a n e s Z F r a m e T y p e i ��t l e l l . F . L u M i s t y S y p e r u r 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 9 : O t h e r , U - f a c t o r . 0 . 3 3 0 , S H G C : 0 . 3 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 t f e a t a S 1 u r e s : v ��+ + # P a n e s 2 F r a m e T y p e t " t ' a t ( b F l T h b 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 0 : O t h e r , U - f a c t o r : 0 . 3 3 0 , S H G C : 0 . 3 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 e a a t r e # P a n e s Z F r a m e T y p e ' ' , K J d c , 4 5 T l f e [ I r m a 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 1 : O t h e r , U - f a c t o r . 0 . 3 3 0 , S H G C : 0 . 3 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 b b f e a r r t ����u m s : 5 # P a n e s L F r a m e T y p e P A T r . d ( 4 F t T h e f r n a l l B r e a k ? Y e s X N o C o m m e n t s . Q' W i n d o w 2 2 : O t h e r , U - f a c t o r . 0 . 3 3 0 , S H G C : 0 . 3 2 , 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 e a t ? r e s : # P a n e s Z F r a m e T y p e I t ^ ' 4 t d P i 1 7 ���� r m a l B r e a k ? Y e s P C N o C o m m e n t s ' S k y l i g h t s : Q' S k y l i g h t 1 : M e t a 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 9 0 , S H G C : 0 . 2 7 , F o r s k y l i g h t 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 1 F r a m e T y p e A I . , w 1 1 w y �%. 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 : M e t a 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 9 0 , S H G C : 0 . 2 7 , F o r s k y l i g h t 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 A L ' i l e ' v W M ' s T h e r m a l B r e a k ? Y e s y 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 . 3 3 0 , S H G C : 0 . 2 8 , C o m m e n t s ' Q' D o o r 2 : S o l i d , U - f a c t o r : 0 . 4 0 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 . 3 3 0 , S H G C : 0 . 2 8 , C o m m e n t s ' Q' D o o r 4 : G l a s s , U - f a c t o r : 0 . 3 3 0 , S H G C : 0 . 2 8 , C o m m e n t s ' Q' D o o r 5 : G l a s s , U - f a c t o r 0 . 3 3 0 , S H G C : 0 . 2 8 , C o m m e n t s * S o l a r H e a t G a i n C o e f f i c i e n t : Q' S o l a r H e a t G a i n C o e f f i c i e n t ( S H G C ) v a l u e s a r e d e t e r m i n e d i n a c c o r d a n c e w i t h t h e N F R C t e s t p r o c e d u r e o r t a k e n f r o m t h e d e f a u l t t a b l e . A i r L e a k a g e : J o i n t s ( i n c l u d i n g r i m j o i s t j u n c t i o n s ) , a t t i c a c c e s s o p e n i n g s , p e n e t r a t i o n s , a n d a l l o t h e r s u c h o p e n i n g s i n t h e b u i l d i n g e n v e l o p e t h a t a r e s o u r c e s o f a i r l e a k a g e a r e s e a l e d w i t h c a u l k , g a s k e t e d , w e a t h e r s t r i p p e d o r o t h e r w i s e s e a l e d w i t h a n a i r b a r r i e r m a t e r i a l , s u i t a b l e f i l m o r s o l i d m a t e r i a l . Q' A i r b a r r i e r a n d s e a l i n g e x i s t s o n c o m m o n w a l l s b e t w e e n d w e l l i n g u n i t s , o n e x t e r i o r w a l l s b e h i n d t u b s / s h o w e r s , a n d i n o p e n i n g s b e t w e e n w i n d o w / d o o r j a m b s a n d f r a m i n g . Q' R e c e s s e d l i g h t s i n t h e b u i l d i n g t h e r m a l e n v e l o p e a r e 1 ) t y p e I C r a t e d a n d A S T M E 2 8 3 l a b e l e d a n d 2 ) s e a l e d w i t h a g a s k e t o r c a u l k b e t w e e n t h e h o u s i n g a n d t h e i n t e r i o r w a l l o r c e i l i n g c o v e r i n g . P r o j e c t T i t l e : R e p o r t d a t e : 1 1 / 2 7 / 1 2 D a t a f i l e n a m e : W : 1 1 2 0 4 8 . 0 0 - K a m i n s k y B e a c h H o u s e 1 d r a w i n g s \ R e s c h e c k 1 2 0 1 2 - 1 1 - 2 0 K a m i n s k y R e s c h e c k . r c k P a g e 5 o f 7 O Access doors separating cop ned from unconditioned space are weather - stripped ' sulated (without insulation compression or damage) to at least the level isulation on the surrounding surfaces. Where loose fib ration exists, a bathe or retainer is installed to maintain insulation application. O Wood - burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: O Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are Insulated. (g) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: O Materials and equipment are installed In accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. O 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: O Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6, Duct Construction and Testing: O Building framing cavities are not used as supply ducts. O All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ All ducts and air handlers are located within conditioned space. Temperature Controls: Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to lum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date: 11/27/12 Data filename: W: \12048.00 - Kaminsky Beach House \drawings \Rescheck12012 -11 -20 Kaminsky Rescheck.rok Page 6 of 7 " H V A C p i p i n g c o n v e y i n g f l ' s 1 0 5 d e g r e e s F o r c h i l l e d f l u i d s b e l o w 5 5 d e g r e - m u t a t e d t o R - 3 . S w i m m i n g P o o l s : D H e a t e d s w i m m i n g p o o l s h a v e a n o n / o f f h e a t e r s w i t c h . L i P o o l h e a t e r s o p e r a t i n g o n n a t u r a l g a s o r L P G h a v e a n e l e c t r o n i c p i l o t l i g h t . D T i m e r s w i t c h e s o n p o o l h e a t e r s a n d p u m p s a r e p r e s e n t . E x c e p t i o n s : W h e r e p u b l i c h e a l t h s t a n d a r d s r e q u i r e c o n t i n u o u s p u m p o p e r a t i o n . W h e r e p u m p s o p e r a t e w i t h i n s o l a r - a n d / o r w a s t e - h e a t - r e c o v e r y s y s t e m s . O H e a t e d s w i m m i n g p o o l s h a v e a c o v e r o n o r a t t h e w a t e r s u r f a c e . F o r p o o l s h e a t e d o v e r 9 0 d e g r e e s F ( 3 2 d e g r e e s C ) t h e c o v e r h a s a m i n i m u m i n s u l a t i o n v a l u e o f R - 1 2 . E x c e p t i o n s : C o v e r s a r e n o t r e q u i r e d w h e n 6 0 % o f t h e h e a t i n g e n e r g y i s f r o m s i t e - r e c o v e r e d e n e r g y o r s o l a r e n e r g y s o u r c e . L i g h t i n g R e q u i r e m e n t s : Q' A m i n i m u m o f 5 0 p e r c e n t o f t h e l a m p s i n p e r m a n e n t l y i n s t a l l e d l i g h t i n g f i x t u r e s c a n b e c a t e g o r i z e d a s o n e o f t h e f o l l o w i n g : ( a ) C o m p a c t f l u o r e s c e n t ( b ) T - 8 o r s m a l l e r d i a m e t e r l i n e a r f l u o r e s c e n t ( c ) 4 0 l u m e n s p e r w a t t f o r l a m p w a t t a g e < = 1 5 ( d ) 5 0 l u m e n s p e r w a t t f o r l a m p w a t t a g e > 1 5 a n d < = 4 0 ( e ) 6 0 l u m e n s p e r w a t t f o r l a m p w a t t a g e > 4 0 O t h e r R e q u i r e m e n t s : " S n o w - a n d i c e - m e l t i n g s y s t e m s w i t h e n e r g y s u p p l i e d f r o m t h e s e r v i c e t o a b u i l d i n g s h a l l i n c l u d e a u t o m a t i c c o n t r o l s c a p a b l e o f s h u t t i n g o f f t h e s y s t e m w h e n a ) t h e p a v e m e n t t e m p e r a t u r e i s a b o v e 5 0 d e g r e e s F , b ) n o p r e c i p i t a t i o n i s f a l l i n g , a n d c ) t h e o u t d o o r t e m p e r a t u r e i s a b o v e 4 0 d e g r e e s F ( a m a n u a l s h u t o f f c o n t r o l i s a l s o p e r m i t t e d t o s a t i s f y r e q u i r e m e n t ' c ' ) . C e r t i f i c a t e : " A p e r m a n e n t c e r t i f i c a t e i s p r o v i d e d o n o r i n t h e e l e c t r i c a l d i s t r i b u t i o n p a n e l l i s t i n g t h e p r e d o m i n a n t i n s u l a t i o n R - v a l u e s ; w i n d o w U - f a c t o r s ; t y p e a n d e f f i c i e n c y o f s p a c e - c o n d i t i o n i n g a n d w a t e r h e a t i n g e q u i p m e n t . T h e c e r t i f i c a t e d o e s n o t c o v e r o r o b s t r u c t t h e v i s i b i l i t y o f t h e c i r c u i t d i r e c t o r y l a b e l , s e r v i c e d i s c o n n e c t l a b e l o r o t h e r r e q u i r e d l a b e l s . N O T E S T O F I E L D : ( B u i l d i n g D e p a r t m e n t U s e O n l y ) P r o j e c t T i t l e : R e p o r t d a t e : 1 1 / 2 7 / 1 2 D a t a f i l e n a m e : W : \ 1 2 0 4 8 . 0 0 - K a m i n s k y B e a c h H o u s e \ d r a w i n g s \ R e s c h e c k 1 2 0 1 2 - 1 1 - 2 0 K a m i n s k y R e s c h e c k . r c k P a g e 7 o f 7 ,•°' 2009 IEC ^ Energy U Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 30.00 13.00 0.00 !Glass & Door Rating U- Factor SHGC Window Skylight Door 0.33 0.39 0.33 0.30 0.27 0.28 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater. =T Name: Date* Comments: Post Development A Post Development B <Subca> Reach 9ECEIVED (1 -3Q -12 Post Dev opment C 4R swale Routing Diagram for Drainage - Post Prepared by {enter your company name here }, Printed 11/29/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Drainage - Post Type 1124 -hr 25 -Year Rainfall = 7.92" Prepared by {enter your company name here) Printed 11/29/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: Post Development A Runoff = 0.49 cfs @ 12.01 hrs, Volume= 0.026 af, Depth> 4.62" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 1,782 98 Roofs, HSG A 1,108 39 >75% Grass cover, Good, HSG A 2,890 75 Weighted Average 1,108 38.34% Pervious Area 1,782 61.66% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, Subcatchment 1S: Post Development A Hydrograph 0. 55- 0.5- 0 0.4- 0. 0.2- 0. 0 Type 1124-hr 25 -Year Rainfall= 7.92" Runoff Area =2 890 sf Runoff Volume =0.026 af Runoff Depth >4.62" Tc =10.0 min CN =75 5 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Drainage - Post Prepared by {enter your company name here} HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Type 1124 -hr 25 -Year Rainfall =7.92" Printed 11/29/2012 Page 3 Summary for Subcatchment 2S: Post Development B Runoff = 0.11 cfs @ 12.04 hrs, Volume= 0.006 af, Depth> 1.13" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 121 98 Roofs, HSG A 2,862 39 >75% Grass cover, Good, HSG A 2,983 41 Weighted Average 2,862 95.94% Pervious Area 121 4.06% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 00.09- 0.08- n 0.07- ; 0.06- O LL 0.05- 0.04- 0.03- 0.02- 0.01 = Subcatchment 2S: Post Development B Hydrograph I rill cfs Type II 24-hr 25 -Year Rainfall =7.92" Runoff Area =2,983.sf Runoff Volurn 0,006 of Runoff Depth >1.13" Tc-7-10.0 min C-N =41 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 0 Runoff Drainage - Post Prepared by {enter your company name here) HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Type 1124 -hr 25 -Year Rainfall =7.92" Printed 11/29/2012 Page 4 Summary for Subcatchment 3S: Post Development C Runoff = 0.43 cfs @ 12.03 hrs, Volume= 0.022 af, Depth> 1.87" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 1,091 98 Roofs, HSG A 5,137 39 >75% Grass cover, Good, HSG A 6,228 49 Weighted Average 5,137 82.48% Pervious Area 1,091 17.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 0.48 - 0.46 0.44 0.42 0.4= 0.38 = 0.36= 0.34= 0.32 = 0.3- 0.28 0.26 0.24_ 0.22 - 0.2_ 0.18. 0.16=' 0.14=' 0.12 0.1= 0.08- 0.06= 0.04 0.02 3 0 5 Subcatchment 3S: Post Development C Hydrograph Type II 24-h r 25 -Year Rainfall= 7.92" Runoff A -ea =6,-228 sf Runoff Volume =O.O22 of Runoff Depth >1.$7'' 1-c 1 O:�_O / min N=49 12 13 14 Time (hours) ❑ Runoff Drainage - Post Type 1124 -hr 25 -Year Rainfall= 7.92" Prepared by {enter your company name here} Printed 11/29/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 5 Summary for Reach 4R: swale Inflow Area = 0.143 ac, 17.52% Impervious, Inflow Depth > 1.87" for 25 -Year event Inflow = 0.43 cfs @ 12.03 hrs, Volume= 0.022 af Outflow = 0.41 cfs @ 12.06 hrs, Volume= 0.022 af, Atten= 5 %, Lag= 2.0 min Routing by Stor- Ind +Trans method, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Max. Velocity= 1.82 fps, Min. Travel Time= 1.2 min Avg. Velocity = 0.70 fps, Avg. Travel Time= 3.1 min Peak Storage= 30 cf @ 12.05 hrs Average Depth at Peak Storage= 0.15' Bank -Full Depth= 1.00' Flow Area= 5.0 sf, Capacity= 27.10 cfs 1.00' x 1.00' deep channel, n= 0.022 Earth, clean & straight Side Slope Z- value= 4.0'P Top Width= 9.00' Length= 130.0' Slope= 0.0146 'P Inlet Invert= 10.60', Outlet Invert= 8.70' 0.45- Reach 4R: swale Hydrograph 0.43 cfs Inflow Area 0.143 ac Avg. Flow Depth =4.15' Marc Vet =1,82 fps n=0.022 L= 130.0' S= 0.0146 '/' Capacity =27.10 cfs 0.05-_ 10 11 12 13 Time (hours) 14 15 16 17 18 19 20 Inflow o Outflow Stormwater Management Report E N G I N E E R I N G ENGINEERING • PLANNING • DEVELOPMENT rrf 7P\ 77 Kaminsky Residence Tvbee Island, GA PO Box 30685 0: 912.667.7757 f: 866.209.4239 Savannah, Georgia 31410 www.maupinenaineerina.com Storm water Runoff (O cfs PO Box 30685 Savannah, Georgia 31410 o: 912.667.7757 f: 866.209.4239 www.mauDinenaineering.com Area (sf) "CN" Tc (min.) 25 -year 7.92" Predevelopment A 2,648 63 10 0.33 Predevelopment B 6,383 42 10 0.26 Predevelopment C 2,945 57 10 0.30 Post - development A 2,890 75 10 0.49 Post - development B 5,489 40 10 0.18 Post - development C 3,575 57 10 0.36 PO Box 30685 Savannah, Georgia 31410 o: 912.667.7757 f: 866.209.4239 www.mauDinenaineering.com Predevelopment A Predevelopment B Predevelopment C <Subca> Reach Link Routing Diagram for Drainage - Pre Prepared by {enter your company name here }, Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Drainage - Pre Prepared by {enter your company name here} HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Printed 11/16/2012 Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.275 HSG A 1S, 2S, 3S 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 0.275 TOTAL AREA Drainage - Pre Prepared by {enter your company name here} HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Printed 11/16/2012 Page 4 Ground Covers (all nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.220 0.000 0.000 0.000 0.000 0.220 >75% Grass cover, Good 1S, 2S, 3S 0.055 0.000 0.000 0.000 0.000 0.055 Roofs 1S, 2S, 3S 0.275 0.000 0.000 0.000 0.000 0.275 TOTAL AREA Drainage - Pre Type II 24 -hr 25 -Year Rainfall= 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 5 Time span =5.00 -20.00 hrs, dt =0.05 hrs, 301 points Runoff by SCS TR -20 method, UH =SCS Reach routing by Stor- Ind +Trans method - Pond routing by Stor -Ind method Subcatchment 1S: PredevelopmentA Runoff Area =2,648 sf 41.24% Impervious Runoff Depth >3.30" Tc =10.0 min CN =63 Runoff =0.33 cfs 0.017 af Subcatchment 2S: Predevelopment B Runoff Area =6,383 sf 5.80% Impervious Runoff Depth >1.22" Tc =10.0 min CN =42 Runoff =0.26 cfs 0.015 of Subcatchment 3S: Predevelopment C Runoff Area =2,945 sf 31.17% Impervious Runoff Depth >2.67" Tc =10.0 min CN =57 Runoff =0.30 cfs 0.015 af Total Runoff Area = 0.275 ac Runoff Volume = 0.047 af Average Runoff Depth = 2.04" 80.13% Pervious = 0.220 ac 19.87% Impervious = 0.055 ac Drainage - Pre Type II 24 -hr 25 -Year Rainfall = 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: Predevelopment A Runoff = 0.33 cfs @ 12.02 hrs, Volume= 0.017 af, Depth> 3.30" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 1,556 39 >75% Grass cover, Good, HSG A 1,092 98 Roofs, HSG A 2,648 63 Weighted Average 1,556 58.76% Pervious Area 1,092 41.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 0.36 0.34 0.32-: 0.3= 0.28 0.26 0.24 0.22 1A 0.2_ 0.18 LL 0.16 -_ 0.14 0.12: 0.1= 0.08- 0.06-: 0.04 -, 0.02 or 5 Subcatchment 1S: Predevelopment A Hydrograph Type II 24-h r 25 -Year Rainfall= 7.92" Runoff Area =2,648 sf Runoff Volume =0.017 af Runoff Depth >3.30" Tc =10.0 min CN =63 7 8 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 ❑ Runoff Drainage - Pre Type 1124 -hr 25 -Year Rainfall = 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 7 Runoff Summary for Subcatchment 2S: Predevelopment B 0.26 cfs @ 12.04 hrs, Volume= 0.015 af, Depth> 1.22" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 370 98 Roofs, HSG A 6,013 39 >75% Grass cover, Good, HSG A 6,383 42 Weighted Average 6,013 94.20% Pervious Area 370 5.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 5.0 0 Total, Increased to minimum Tc = 10.0 min 0.28 0.26 0.24- 0.22 0.2- 0.18- 0.16- 0.14 0.12 0.1 0.08 0.06 0.04- 0.02 0- Subcatchment 2S: Predevelopment B Hydrograph Type II 24 -hr 25 -Year Rainfall= 7.92" Runoff Area =6,383 sf Runoff Volume =0.015 af Runoff Depth >1.22" Tc =10.0 min CN =42 6 7 8 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 [p Runoff` Drainage - Pre Type II 24 -hr 25 -Year Rainfall= 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 3S: Predevelopment C Runoff = 0.30 cfs @ 12.02 hrs, Volume= 0.015 af, Depth> 2.67" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 918 98 Roofs, HSG A 2,027 39 >75% Grass cover, Good, HSG A 2,945 57 Weighted Average 2,027 68.83% Pervious Area 918 31.17% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min N 0 Direct Entry, 0.32 0.3 0.28 0.26 -1 0.24- 0.22= 0.2-1 0.18 0.16 0.14-1 0.121. 0.1 0.08-: 0.06-1 0.04-1 0.02 . 0 Subcatchment 3S: Predevelopment C Hydrograph 0.30 cfs Type II 24-h r 25 -Year Rainfall= 7.92" Runoff Area =2,945 sf Runoff Volume =0.015 af Runoff Depth >2.67" Tc =10.0 min CN =57 6 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 ❑ Runoff Drainage - Pre Prepared by {enter your company name here} HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Printed 11/16/2012 Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment- numbers) 0.220 39 >75% Grass cover, Good, HSG A (1S, 2S, 3S) 0.055 98 Roofs, HSG A (1S, 2S, 3S) 0.275 51 TOTAL AREA Post Development A <Subca> Reach Post Development B Post Development C Link 9,0 (. Routing Diagram for Drainage - Post Prepared by (enter your company name here), Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Drainage - Post Type 1124 -hr 25 -Year Rainfall = 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 5 Time span =5.00 -20.00 hrs, dt =0.05 hrs, 301 points Runoff by SCS TR -20 method, UH =SCS Reach routing by Stor- Ind +Trans method - Pond routing by Stor -Ind method Subcatchment 1S: Post Development A Runoff Area =2,890 sf 61.66% Impervious Runoff Depth >4.62" Tc =10.0 min CN =75 Runoff =0.49 cfs 0.026 af Subcatchment 2S: Post Development B Runoff Area =5,489 sf 2.20% Impervious Runoff Depth >1.05" Tc =10.0 min CN =40 Runoff =0.18 cfs 0.011 af Subcatchment 3S: Post Development C Runoff Area =3,575 sf 30.52% Impervious Runoff Depth >2.67" Tc =10.0 min CN =57 Runoff =0.36 cfs 0.018 af Total Runoff Area = 0.274 ac Runoff Volume = 0.055 af Average Runoff Depth = 2.40" 74.95% Pervious = 0.206 ac 25.05% Impervious = 0.069 ac Drainage - Post Type ll 24 -hr 25 -Year Rainfall= 7.92" Prepared by {enter your company name here) Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 6 Runoff Summary for Subcatchment 1S: Post Development A 0.49 cfs @ 12.01 hrs, Volume= 0.026 af, Depth> 4.62" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 1,782 98 Roofs, HSG A 1,108 39 >75% Grass cover, Good, HSG A 2,890 75 Weighted Average 1,108 38.34% Pervious Area 1,782 61.66% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 0.55 0.5 Subcatchment 1S: Post Development A Hydrograph 0.3 2 0.25 Type II 24 -hr 25 -Year Rainfall= 7.92" Runoff Area =2,890 sf Runoff Volume =0.026 af Runoff Depth >4.62" Tc =10.0 min CN =75 6 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 [❑ Runoff' Drainage - Post Type 1124 -hr 25 -Year Rainfall = 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 7 Runoff Summary for Subcatchment 2S: Post Development B = 0.18 cfs @ 12.05 hrs, Volume= 0.011 af, Depth> 1.05" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 121 98 Roofs, HSG A 5,368 39 >75% Grass cover, Good, HSG A 5,489 40 Weighted Average 5,368 97.80% Pervious Area 121 2.20% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 0.2= 0.19 0.18- 0.17 0.16 0.15 - 0.14 0.13 0.12 0.11 0.1 0.094 0.08 0.074 0.06 0.05 0.04= 0.03= 0.02= 0.01 0 Subcatchment 2S: Post Development B Hydrograph 1 0.18 its 0 Type II 24-h r 25 -Year Rainfall= 7.92" Runoff Area =5,489 sf Runoff Volume =0.011 af Runoff Depth >1.05" Tc =10.0 min CN =40 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 ❑ Runoff` Drainage - Post Type 1124 -hr 25 -Year Rainfall= 7.92" Prepared by {enter your company name here} Printed 11/16/2012 HydroCAD® 10.00 s/n 03510 © 2012 HydroCAD Software Solutions LLC Page 8 Runoff Summary for Subcatchment 3S: Post Development C 0.36 cfs @ 12.02 hrs, Volume= 0.018 af, Depth> 2.67" Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 25 -Year Rainfall= 7.92" Area (sf) CN Description 1,091 98 Roofs, HSG A 2,484 39 >75% Grass cover, Good, HSG A 3,575 57 Weighted Average 2,484 69.48% Pervious Area 1,091 30.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 5.0 0 Total, Increased to minimum Tc = 10.0 min Direct Entry, 0.4- 0.38= 0.36 0.34 0.32° 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14= 0.12:- 0.1 0.08: 0.06= 0.04-. 0 02 0 Subcatchment 3S: Post Development C Hydrograph 6 0.36 cfs Type II 24-h r 25 -Year Rainfall= 7.92" Runoff Area =3,575 sf Runoff Volume =0.018 af Runoff Depth >2.67" Tc =10.0 min CN =57 00 // 9 10 11 12 13 14 15 16 17 18 Time (hours) 19 20 ❑ Runoff