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CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 5/13/2016 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 #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 140124 NEW RESIDENTIAL BLDG - SF 0 HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 5 TENTH PL 1'. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # 1 —f "' O ( vZ T Job Address �~ rev) Job Name ),e ya owner/Contractor post house number (and unit numbers if applicable) /vii' no attic storage signs, if applicable Energy Code Compliance Certificate --�_ - --pass Final Buzld ni g inspection Elevation Certificate, Finished Construction ✓ As -built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) — must be recorded with Chatham County V l l - Breakaway Wall Certificate (V -Zone only) L/ Mitigation of Trees, if required ✓ Payment of outstanding fees, if applicable ------------------- City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. V Drainage Certification from the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable FEMA Inspection from Planning &Zoning Manager 1110312014 Building Permit Number: — 61a _� Applicant's Name: LE,— V Owner's Name: Site Address, Tax #, Parcel #: Address: Telephone: Telephone: I. All development - Base Flood Elevation Data provided. A. The as -built elevation certification from a registered land surveyor or professional engineer has been submitted? Yes No B, The lowest floor elevation is at or above the required lowest floor elevation? ` „. Yes No - C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or floodproofed? Ye J No II. Development in Zones A, AE, Al -A30 and AH. A. Solid foundation perimeter walls located below BFE.: 1. There are at least two (2) openings? " Yes No 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required — 4. Square inches per opening (multiply I by w) 5. Number of required vents (3 above divided by 4 above) 2 6. Foundation contains the minimum number of vents? " No 7, The bottom of each opening is no higher than one (1) foot above grade? No 8. Any cover on openings will permit the automatic flow of floodwaters in both directions? Ye No B. Baso flood elevation and/or floodway data not available or AO Zones: 1. The lowest fioor is at least three (3) feet above the highest adjacent grade? Yes " No 2. The development meets the setback requirements of the ordinance? Yes „ No 3. If 2 above was "no", has a No -Rise Certification been submitted? Yes ^ No Reviewer's Name: Date reviewed: C. Floodway data is provided. 1. Did this development encroach in the floodway? Yes " No 2. Do the actual field conditions meet the proposed actions and technical data requirements? Yes - No 3, If C1 was "yes", has a No -Rise Certification been submitted? Yes „ No Reviewer's Name: Date reviewed: III. Development in Zones V, VE, and V1430, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? Yes „ No B. Structure is securely anchored to pilings or columns and certification by a registered, professional architect or engineer has been submitted? Yes „ No Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, where permitted, are breakaway and have been certified by a registered, professional architect or engineer? „ Yes „ No Reviewer's Name: Dat reviewed: Local Administrator's Signature: Date : 3L911(a Figure 7-3. Sample permit review checklist Ordinance Administration 7-30 CITY OF TYBEE ISLAND ENGINEERING FEE DATE ISSUED: 05-13-2016 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 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 P $ 875.00 $590,000.00 CIT" Or' TYEREE ISLAND 4ti,C�A! '005017 --'Fl? Lli� �.j " _ ` 1 R S ; . N O N C O N V E R S I O N A G R E E M E N T F O R S T R U C T U R E S I N T H E F L O O D P L A I N B u i l d i n g P e r m i t N u m b e r L f 0 1 2 - q A d d r e s s o f P r o p e r t y P I N " 7 ' ` 0 0 0 6 " 1 q o l F I R M Z o n e B F E _ _ f e e t ( N A V E ) ) P a n e l N u m b e r 1 ��L , e f f e c t i v e d a t e P r o p e r t y O w n e r s ) i , t 1 f �� ����1 ��/ �� C o n t r a c t o r / C . N I P i i n a c c o r d a n c e w i t h t h e F l o o d D a m a g e P r e v e n t i o n O r d i n a n c e o f t h e C i t y o f T y r e e I s l a n d , G e o r g i a , t h e P r o p e r t y O w n e r a g r e e s t o t h e f o l l o w i n g : i . T h a t t h e e n c l o s e d a r e a b e l o w t h e B a s e F l o o d E l e v a t i o n s h a l l b e u s e d s o l e l y f o r p a r k i n g o f v e h i c l e s , l i m i t e d s t o r a g e , o r a c c e s s t o t h e b u i l d i n g , a n d w i l l n e v e r b e u s e d F o r h u m a n h a b i t a t i o n w i t h o u t f i r s t b e c o m i n g f u l l y c o m p l i a n t w i t h t h e F l o o d D a m a g e P r e v e n t i o n O r d i n a n c e i n e f f e c t a t t h e t i m e o f c o n v e r s i o n . 2 . T h a t a l l i n t e r i o r w a l l s , c e i l i n g s , a n d f l o o r s b e l o w t h e B a s e M o o d E l e v a t i o n s h a l l b e u n f i n i s h e d o r c o n s t r u c t e d o f f l o o d - r e s i s t a n t m a t e r i a l s . 3 . T h a t m e c h a n i c a l , e l e c t r i c a l , o r p l u m b i n g d e v i c e s s h a l l n o t b e i n s t a l l e d b e l o w t h e R a s e b l o o d E l e v a t i o n . 4 . T h a t t h e w a l l s o f t h e e n c l o s e d a r e a b e l o w t h e B a s e F l o o d E l e v a t i o n s h a l l b e e q u i p p e d w i t h a t l e a s t t w o v e n t s w h i c h p e r m i t t h e a u t o m a t i c e n t r y a n d e x i t o f f l o o d w a t e r w i t h t o t a l o p e n i n g s o f a t l e a s t o n e s q u a r e i n c h f o r e v e r y s q u a r e f o o t o f e n c l o s e d a r e a b e l o w f l o o d l e v e l . T h e v e n t s s h a l l b e o n a t l e a s t t w o d i f f e r e n t w a l l s , a n d t h e b o t t o m s o f t h e v e n t s s h a l t b e n o m o r e t h a n o n e f o o t a b o v e g r a d e . I f l o c a t e d i n a V - z o n e , b r e a k a w a y w a l l s a r e r e q u i r e d . 5 . T h a t t h e r e q u e s t e d s t r u c t u r e m a y b e s u b j e c t t o i n c r e a s e d p r e m i u m r a t e s f o r f l o o d i n s u r a n c e a v a i l a b l e f r o m t h e N a t i o n a l F l o o d i n s u r a n c e P r o g r a m d u e t o i t s l o c a t i o n i n a S p e c i a l F l o o d H a z a r d A r e a . G . T h a t a N r i a t i o n c o n s t r u c t i o n b e y o n d w h a t i s p e r m i t t e d s h a l l c o n s t i t u t e a v i o l a t i o n a n d b e a b a t a b l e a s s u c h . S i g n a t u r e w r i e r D a t e 1 1 1 1 1 1 E I 1 1 1 1 1 1 1 1 1 1 1 D o c I D " 0 2 9 5 4 8 2 3 0 0 0 1 - r P r i n t e d l a m e o f P r o p e r t y O w n e r S i g n a t u r e o f P r o p e r t y O w n e r - D a t e C e v u P r i n t e d N a m e o f P r o p e r t y O w n e r Y P e . A G R E R e c o r d e d : 0 3 / 3 0 / 2 0 1 6 a t 1 1 : 3 6 : 0 9 A M F e e A m t : $ 1 0 . 0 0 P a q e 1 o f 1 C h a t h a m , G a . C l e r k S u p e r i o r C o u r t D a n i e l M a s s e y C l e r k S u p e r i o r C o u r t E 3 1 < 7 6 1 P G 5 6 3 S T A T E O F G E O R G I A C O U N T Y O F C H A T H A M I h e r e b y c e r t i f y t h a t o n t h i s d a y o f ; ���� , 2 0 - a . b e f o r e m e , i t N o t a r y P u b l i c o f t h e S t a t e o f G e o r g i a , p e r s o n a l l y a p p e a r e d _ , k n o w n t o m e , o r s a t i s f a c t o r i l y p r o v e n t o b e t h e p e r s o n w h o s e n a m e i s s u b s c r i b e d t o t h e f o r e g o i n g i n s t r u m e n t , w h o a c k n o w l e d g e d t h a t h e , ' s h e h a s e x e c u t e d i t f o r t h e p u r p o s e s t h e r e i n s e t f o r t h , a n d t h a t i t i s h i s a c t a n d d e e d . I n e r e o f , T h a v e " h a n d a n d N o t a r i a l S e a l . C 4 1 N O T A R Y f I v l y C o m r n r s s i o n e x p i r e s o n W I T N E S S S I G N A T U R E q P r i n t e d N a m e ������ A d d r e s s Q W I i n , V o t e : A , N o n c o n v e r s i o n A g r e e m e n t m a n n b e u s e d w h e n e v e r a n e n c l o s e d s t r u c t u r e o r p o r t i o n o f a s t r u c t u r e i s b E r i l r O r s u b s t a n t i a l l y i m p r o v e d " ' i t l t i n t h e J O U - y e a r F l o o d p l a i n b e l o w t h e B a s e F l o o d E l e v a t i o n . A N o n c o n v e r s i o n A g r e e m e n t m u s t s a t i s f y a l l o f r h e a b o v e c o n d i t i o n s a n d r e q u i r e s p r p p e r r e c o r d a t i o n i n t h e l a n d r e c o r d s o f C h a l h a m C o u n t y , G e o r g i a . COASTAL Civil Engineering March 28, 2016 Mr. George Shaw Community Development Director City of Tybee Island 403 Butler Avenue Tybee Island, GA 31329 RE: #5 Tenth Place, Tyzice Island Underground Storm Water Detention Infrastructure Dear Mr. Shaw: Based upon our field ins e� t' : n "-r; finished project. it is to the best of my judgment that the referenced prc e -t vva,, .-'i; r, t ,c),d r t^ th'e arproved plans and specifications. Any and all field changes to the approved construction plans have been noted on the as -built Record drawings. previously transmitted to your attention and dated 2/01/2016. Please let me know if you r q,,!re r �, additic:nal information from our office regarding this project. it has been a PIC-iOSU-:� ,o vvo'k roith the City cf T; tee through the design and construction of this va!uab€4 ,r��iect Sincer ly, � ,II Tom avens. PE Principal Coastal Civil Engineering C. Michael Johnson, Arch�Ie,:` Shah Architects 210 East Bay Street • Savannah, GA 31401. Tel 912.232.9402 • Fax 912.232.9403 tomhavens@coastalcivil.com 9 coastalcivil.com 5 10th Place, Tybee Island, GA 31328 - PERMIT # 14-0124 Georgia Residential Energy Code Compliance Certificate* Builder/Design Phone: Professional: First City Enterprises - Tom Beytagh 912-507-8026 Envelope Summary: List the R -Value for the following components: Flat ceiling/roof: 20 Sloped/vault ceiling: Exterior wall: 13 Above grade mass wall: Attic kneewall: Attic kneewall sheathing: Basement stud wall: Basement continuous: Crawlspace stud wall: Crawlspace continuous: Foundation slab: Floors over unconditioned space: Cantilevered Floor: Other insulation: Fenestration Components: Window U -factor: .35 Window SHGC: Skylight U -factor: Skylight SHGC: Glazed Door U -factor: .28 Opaque Door U -factor: (<50% glazed) Building Envelope Tightness (BET): .25 20 13 BET test conducted by: Elm Energy Group - J.Kaye Phone: 912-403-4107 Fan Flow at 50 Pascals= 941 CFM,, Total Conditioned Volume = 25,750 ft3 ACH50 = CFM50 x 60 / Volume= 2.2 ACH50 (must be less than 7 ACH5o ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R-2 buildings only.) Visual inspection conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: .92 Ef Fuel type: ❑ Gas 0 Electric ❑ Other Number of Heating and Cooling Systems, 1 Heating System Type (choose one): ❑ Gas: AFUE✓❑ Air -Source Heat Pump: 10 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Heat Pump Cooling System Efficiency: 17.5 p SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by: Sam Byrd Byrd HVAC Phone: 912-233-6764 Total Heating Load (Based on ACCA Man. J or other approved methodology): 25,410 Btu/h Total Cooling Load (Based on ACCA Man. J or other approved methodology): 19,711 Btu/h Cooling Sensible Load: 14,634 Btu/h Cooling Latent Load : 5,077 Btu/h Total Air Handler CFM (based on design calculations): 614 CFM Duct Tightness Test Conducted by: Elm Energy Group-J.Kaye Phone: 912-403-4107 CFM25 per 100 f:2 of conditioned floor area = CFM25X 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8 cfm/100 ftp, the post construction total duct leakage (PCT) is <_ 12 cfm/100 if, or the rough -in test (RIT) with air handler installed is _< 6 cfm/100 ft2. State which method was used to conduct the dud tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD), System Method (DB, MEDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ftz) Test Result 1 DB PCT 131 2,303 5.7% 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. MAYOR Jason Buelterman CITY COUNCIL Barry Brown, Mayor Pro Tem Wanda Doyle Bill Garbett Julie Livingston John Major Monty Parks Total Building Value 590,000.00 Permit Base Fee Permit Fee *Building Value Inspection fees Water Tap Capital Cost Recovery CITY OF TYBEE ISLAND 02/25/2014 FEES 50 the first 1,000 50.00 (589,000-00) 2,945.00 671.00 938.40 2,000.00 CITY MANAGER Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes FEES PAID FEE DIFFERENCE 0.00 50.00 1,163.0041,H782.00 671.00938.402,000.00.00 550.00 0.00 Aid to Construction 2236sf X 100.00 2,236.00 Sewer Stub 550.00 550.00 0.00 Aid to Construction 2236sf X 100.00 2,236.00 2,236-00 0.00 1.00 1.00 0.00 Copies 1" Engineering Review Fee 262.50 262.50 0.00 21" Engineering Review Fee 6/4/2014 218.75 218.75 0.00 3T Engineering Review Fee At site 10/17/14 175.00 0.00 175.00 2015/16 875.00 0.00 875.00 4` Engineering Review Fee 10,922.65 8,040.65 2,882.00 TOTAL Sincerely, Lisa L. Schaaf Zoning Specialist * 589,000.00 x $5.00 = $2,445.00 permit fee P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573 — FAX (866) 786-5737 www.cityoftybee.org 2:03 PM F E E C 0 D E R E P O R T PAGE: 1 THRU ZZZZZZZZZZ ::NT CODES: All L CODES: Include: DRAIN APPLIED DATES: 0/00/0000 THRU 99/99/9999 EXPIRE DATES: 0/00/0000 THRU 99/99/9999 ISSUED DATES: 1/01/2014 THRU 3/30/2016 COMPLETED DATES: 0/00/0000 THRU 99/99/9999 STATUS INCLUDED: All PROJECT ISSUED TO STATUS SEGMENT FEE CODE CHARGE UNITS PAYMENTS BALANCE ------------ -------------------------------------------------------------------------------------------------------- 140072 BEACHVIEW BED & BREAKFAST Complet RCB DRAIN 218.50 0.0000 21B.50CR 0.00 140748 BEACHVIEW BED & BREAKFAST Complet DRVWY PTO DRAIN 481.25 0.0000 481.25CR 0.00 150377 SINCLAIR, JIM Open NRB DRAIN 437.50 0.0000 437.50CR 0.00 140093 DESOTO BEACH PROPERTIES,L Complet SPR DRAIN 131.25 0.0000 131.25CR 0.00 140014 HUFFMAN, WILLIAM & JANET Complet SPR DRAIN 87.50 0.0000 87.50CR 0.00 140521 O-MALLEY, DANIEL&CHRIS Open DEM DRAIN 87.50 0.0000 87.50CR 0.00 150376 SALTWIND CONSRTUCTION Open NRB DRAIN 262.50 0.0000 262.50CR 0.00 140015 MCLEROY, JAMES Complet SPR DRAIN 218.75 0.0000 21B.75CR 0.00 140548 GAY, KEITH Complet NBC DRAIN 306.25 0.0000 306.25CR 0.00 150490 ESCHENBACH, CAROLYN Open ABR DRAIN 67.50 0.0000 67.50CR 0.00 150250 LEONARD, SUSAN Open NRB DRAIN 262.50 0.0002 262.50CR 0.00 150282 RADAR, CHRISTA Open NRB DRAIN 262.50 0.0000 0.00 262.50 150356 HATCHETT & DOZI, V. & L Open NRR DRAIN 525.00 0.0000 525.00CR 0.00 160056 HATCHETT & DOZI, V. & L Open SPR DRAIN 175.00 0.0000 175.00CR 0.00 150074 GAY, KEITH Complet ACB DRAIN 262.50 0.0000 262.50CR 0.00 150555 KELLY, FRANK Open SPR DRAIN 87.50 0.0000 87.50CR 0.00 140321 EFIRD, CARRIE&SCOTT Complet NRH DRAIN 612.50 0.0000 612.50CR 0.00 150017 DELGIUDICE, PHILIP Complet SPR DRAIN 175.00 0.0000 175.00CR 0.00 140459 SALTWIND CONSTRUCTION Complet NRB DRAIN 87.50 0.0000 87.50CR 0.00 156499 TURNER, MELISSA Open SPR DRAIN 131.25 0.0000 131.25CR 0.00 140631 WORLD WHOLESALE, INC Complet SPR DRAIN 87.50 0.0000 87.50CR 0.00 140020 PETERSON, SUZANNE Complet SPR DRAIN 87.50 0.0000 87.50CR 0.00 160170 BRETZ, NOEL Open NRB DRAIN 175.00 0.0000 175.00CR 0,00 150521 BURNS, KATHARINE Complet NRB DRAIN 262.50 0.0000 262.50CR 0.00 150459 ALTMANN, RON&MELISSA Complet NRB DRAIN 87.50 0.0000 87.50CR 0.00 160143 MCATEER, KEVIN Open NRB DRAIN 218.76 0.0000 218.76CR 0.00 150054 STEVENS, JAMES&MELANIE Complet NRB DRAIN 175.00 0.0000 175.00CR 0.00 150486 LEVY, SID Open NRB DRAIN 87.50 0.0000 87.50CR 0.00 150513 AROGETI, ROBERT Open ABR DRAIN 175.00 0.0000 175.00CR 0.00 140727 SHARPE, MICHAEL Complet NAB DRAIN 262.50 14.0000 262.50CR 0.00 160144 ROSEWOOD INVESTMENTS, LLC Open NRB DRAIN 262.50 0.0000 0.00 262.50 150665 KRASS, EDWARD & LOUISE Open NRB DRAIN 743.76 0.0000 743.76CR 0.00 150076 BURNS, PETER&DOROTHY Complet SPR DRAIN 175.00 0.0000 175.00CR 0.00 140517 BROWNE, MICHAEL Complet NRB DRAIN 175.00 0.0000 175.O0CR 0.00 150301 BOICE, LORRAINE Complet SPR DRAIN 568.75 0.0000 568.75CR 0.00 140654 SALTWIND CONSTRUCTION Complet NRB DRAIN 175.00 0.0000 175.00CR 0.00 140101 PLOUCHE, ANTHONY M Complet SPR DRAIN 525.00 0.0000 525.00CR 0.00 160017 NIKOLA, KYLE Open NRB DRAIN 437.50 0.0000 437.50CR 0.00 140124 LEVY, HOWARD Open NRB DRAIN 656.25 0.0000 481.25CR 175.00 140030 CLEMENTS, MICHAEL Complet NRB DRAIN 568.75 0.0000 568.75CR 0.00 150385 BENTON, JOHN&JOANN Open NRB DRAIN 875.00 0.0000 875.00CR 0.00 140002 TIENCKEN, GWENDOLYN P Complet SPR DRAIN 218.75 0.0000 218.75CR 0.00 140170 MULKEY, TERRY & ANNIE Complet NRB DRAIN 437.50 0.0000 437.50CR 0.00 140407 LIGHTHOUSE PIZZA INC Complet SGN DRAIN 350.00 0.0000 350.00CR 0.00 140747 ROGERS, HEATHER Open NRS DRAIN 350.00 0.0000 350.00CR 0.00 TOTAL PROJECTS: 45 MAYOR Jason Buelterman CITY COUNCIL Barry Brown, Mayor Pro Tem Wanda Doyle Bill Garbett Julie Livingston John Major Monty Parks April 8, 2016 Mr. Tom Beytagh First City Enterprises 1207 US Hwy 80 Tybee Island, Ga. 31328 Dear Tom, CITY OF TYBEE ISLAND CITY MANAGER Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes On February 25, 2014 you obtained a permit for a new single-family structure at 5 101h Place for the Levy's. It was discovered recently that some fees were calculated incorrectly. We have recalculated the fees and issued a supplemental, corrected invoice for building permit 14-0124 in the amount of $2,007.00. The table below provides the calculations of the fees. In addition, there is also some extra Engineering review fees that need to be paid. * First I, 000.00 = $50.00 permit fee * 589,000.00 x $5.00 = $2,945.00 permit fee Should you have any questions or need further assistance, I am available at (912) 472-5033 Sincerely, Lisa L. Schaaf Zoning Specialist P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573 — FAX (866) 786-5737 www.cityoftybee.org 02/25/2014 FEE FEE PAID FEE DIFFERENCE Building Value 590,000.00 *2,945.00 1,163.00 1,782.00 Base Fee *50.00 0.00 50.00 Engineering Fees 175.00 0.00 175.00 Recent Engineering Fees 875.00 0.00 875.00 TOTAL 2,882.00 * First I, 000.00 = $50.00 permit fee * 589,000.00 x $5.00 = $2,945.00 permit fee Should you have any questions or need further assistance, I am available at (912) 472-5033 Sincerely, Lisa L. Schaaf Zoning Specialist P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573 — FAX (866) 786-5737 www.cityoftybee.org 0. Project Segment Consale- File Options Help Add Segment Remove Segment Ischaal Project # 140124 Property Details Contractor IRRST CITY ENTERPRISES oa Building Cade 5F f? ISINGLE FAMILY D Type Cade oq Estimated Value 590000.04 Expire Date Oescriplion BASE FEE 5 TENTH PL Phases — SAW POLE INSPECTION Charge 50.00 FOOTINGS NEW BLDG FOOTINGS - PIERS 590000.0000 ✓❑ SLAB ❑ ❑ NAILING PATTERN INSPECTION FEES 311000 ❑ ROUGH IN ELECTRICAL 671.00 ❑ ROUGH IN MECHANICAL WM1 d❑ ROUGH IN PLUMBING 0.0000 D GAS ROUGH IN ❑ ATC Fees Fee Code NBCNBC000 . BASE FEE Manual Oueuide Units 0.Og04 Charge 50.00 Fee Code NBCNBC400 Oescriplion BASE FEE Unitg 0.0000 Charge 50.00 ❑ NEW BLDG NEW BLDG -RESIDENTIAL 590000.0000 2.945.00 ❑ INSP INSPECTION FEES 311000 590000.0000 671.00 ❑ WM1 WATER METER 1 -INCH 0.0000 4 ❑ ATC AID TO C TP NEW 2236.0000 2,236.00 ❑ STAP SEWER ��l7.gOg0 550.00 ❑ DRAIN INEERING FEE 0.0000 262.50 ❑ DRAIN ENGINEERING FEE 218.75 ❑ DRAIN ENGINEERING FEE 0.0000 175. m LCalculate Calcuiata All Total 10.047.65 dr 0k' Cancel 60 r1.0 °IZV6 `C6 r,D 0e Project Segment Canso! File Options Help 41 i "? Add Segment Remove Segment lschaaf Project # 140124 Details - Contraclor IFIFIST CITY ENTERPRISES co Building Code 5F .0 ISINGLE FAMILY DWELLING Type Cade NAILING PATTERN Estimated Value 590040.04 Expire Date 2!25!2416 Property 5 TENTH PL Phases — ❑ ROUGH SAW POLE INSPECTION ❑� FOOTINGS ❑ FOOTINGS - PIERS EAIDTOCONSTRUCTION - NEW SLAB D NAILING PATTERN ❑/ ROUGH IN ELECTRICAL 0.0004 ROUGH IN MECHANICAL 1 DRAIN IN PLUMBING ❑� GAS ROUGH IN Fees - - - - f Fee CodeNBCNBC000 f i BASE FEE Manual Override r U nits 0.00 Charge 50. CC WM1 Desutiption METER 1 -INCH 0.0000 938.40 ❑ ATC EAIDTOCONSTRUCTION - NEW 2236.0000 2.236.00 ❑STAP STUB 0.0004 550.00 ❑ DRAIN ENGINEERING FEE 0.0000 262.50 ❑ DRAIN ENGINEERING FEE 0.0000 218,75 ❑ DRAIN ENGINEERING FEE1 ---ffoom 175.00 ❑ CCR CAPITAL COST RECOVERY 0.0000 2,000.00 ❑ COPIES COPIES 0.0000 1,00 ❑ Calculate Calculate All Total 10,047.65 Ok Cancel ` .i City of TyL-,de Island - Community Developm—it Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 ==�' Phone 912.472-5032 - Fax 912.786.9539 COD COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Date Requested Date Needed Subcontractor ry Project Address Scope of Work Inspector Date of Inspection Inspection Pass Inspection Inspection Pass ❑ Pass ❑ Fail ❑ Fee Fail ❑ Fee Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. Owner's Name Gen. Contractor City of 1y-ae Island - Community Developn._,it Dept. int Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ==mow Phone 912.472-5032 - Fax 912.786.9539 CODEcnuNii MEMBER Date Requested Date Needed Aq� Contact Information Project Address Scope of Work Inspector Subcontractor /U e -) - F 11-7 Date of Inspection Inspection Pas,ff Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail r-1 Fee Inspection Pass ❑ Fail ❑ Fee 'o City of Tf-,ze Island • Community Developn.-At Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Bass Q F Pass ❑ Fail 1:1 Fee Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee INTERNATIONAT CODE COUNCIL MEMBER Permit No. City of'k , aee Island - Community Developh.dent Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed Subcontractor Date of Inspection P;' Fail F1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection PassE]Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INTERNATIONAL CODE COUNCIL MEMBER Enter Approval Details W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPoweT.cam Welcome lisaroseschaaf Lj Inspection Agency Information: TYBEE ISLAND h ttps://wifingapDroval. southemcompany.com/CreateApproval.aspx Site Map I Home I Contact lis User ID: lisaroseschaaf Help I Log Out Enter Approval Details Approval Information Inspection Agency * Select One Inspection Agency Required Inspector Select One Date 10113/2015 8:17:28 AP Permit/Approval # Approval N Required Type ' Select Type Type Required Classification Select One Electrician`Contac1 Contact Phone Wiring Approval Status Submitted Service Order Address Customer Name Phone Number Street #UnitiSuite/Loth iStreet# Required Street Name Select One Street Nance Required Also Known As Zip . Select City Select State Select Zip Required Wiring Date Approval Number 10/13/2015 140124 C,2011 Southem Company. NI rights reserved. Privacy statement Terms of use Save&Copy' Save Only Print Type Address 5 tenth Place. Permanent Tybee Island, GA 31328 I Submit Inspector's Notes temp power to house Inspector's Note Edit 1 of 1 10/13/2015 8:17 AM Permit No. Owner's Name Gen. Contractor City oV., .,ee Island • Community Develop,__.nt Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 ==�• E�ci-5032 Fax 912.786.9539 �on�©uhiPhone 912.472 MEMBER Date Requested Date Needed Subcontractor J / - Contact Information n0� Project Address Scope of Work Inspector '� �''� �'^ Date of Inspection' a Inspection S fil , �� El Fail 1:1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Cit of'. , -,ee Island • Community Develo ,..ent Dept. ■��\ Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 =+=� ` Phone 912.472-5032 • Fax 912.786.9539 coo COUNT IL MEMBER Permit No. /Y T ' Owner's Name n{�� Gen. Contractor �-Itlg"T r "1 Contact Information Date Requested15 Date Needed Subcontractor . :�2, pl-ease 0 Project Address �� • __ Scope of Work Inspector �� C Date of Inspection • 5s Inspection l y P e Fail Fee yj �: ��t� Ot�` �a►.� rte? a .��A n;1 �G 75 ¢- - - � Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee /1014, City of Tybee Island - Community Development Dept. =�=� Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 PITERNATVAE Ir Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1q— 6 lo? LI Owner's Namekevg Gen. Contractor1� Contact Information I`Yl Project Address 5- )Oik Date Requested 3/ /3//,S— Date ,3 /,S—Date Needed 3 /,3 Subcontractor Sa 7-- $"aC;1t-C PICALIC e - Scope of Work Inspector Date of Inspection Inspection ELcA-m PassAf Fee �a"� Inspection Pass ❑ Fail ❑ Fee `"T f f Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee , rllkew, City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 �,. Phone 912.472-5032 • Fax 912.786.9539 Permit No. 141 0/c) Y Owner's Name eyu Gen. Contractor `��" Contact Information irirEa�;,{r o�uaE CODE COUNCIL MFMBER Date Requested % h,5 Date Needed . � / f i Subcontractor Project Address 1 tJ +1) P 611 Scope of Work Aleu) SF -- Inspector 6 i Date of Inspection Inspection awl 0 - kt poI Fail Fee Inspection F1 Pass Fee S1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 11 Fee V d F } City of 7yaee Island - Community Develop,_.:nt Dept. Inspection Report ��� 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ME Phone 912.472-5032 - Fax 912.786.9539 CODECAUMAL MEMBER Permit No. _ Date Requested 3 Owner's Name "I� Date Needed% ` Gen. Contractor 1 i r -�A ! ' !' Subcontractor Contact Information0 / Project Address Scope of Work Me ` Inspector ! Date of Inspection Inspection } ��(� , i� t- P 9 Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. Owner's Name Gen. Contractor City of tyoee Island • Community Develop,__ent Dept. ate` Inspection Report �t1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328==� NTERNA710NAL Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection 1 Date Requested Date Needed Subcontractor Date of Inspection Pass ❑ F Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee City of 'I ,jee Island - Community Develop. _ant Dept. *=� Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 co E�COUNCIL Permit No. d e Owner's Name Gen. Contractor t T 1 Contact Information Project Address Scope of Work /l Inspector v 15 MEMBER Date Requested 1 0�U �J Date Needed / /C;o J/S Subcontractor ►i 379 Z/.' Date of Inspection Inspection Plumb ri C4 Inspection Inspection Pas I� . ►�;2-1L r Fail 1:1 Fee �� 6�-C E- 7 Fee e Inspection Pass ❑ Fail ❑ Fee > City of l,,►ee Island . Community Develop -,nt Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 CODEECOUNrCIL 4rrn MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector. Inspection Date Requested Date Needed _ Subcontractor Date of Inspection as Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tyaee Island • Community Develop—,Mt Dept. ice`` Inspection Report ���� 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 =���+ INTERNATIONAL �., Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Pass Pass ❑ Pass ❑ 3 Fee Fail ❑ Fee Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Z. 13r ' P . cA, Q ,r\ 'j J r v 6-' U E Ie -v. u L-3- '. vo ��o� S C106E i�ISWSST WiIC,}i?L 6 Io ,� , So TENTH PLACE N W30'00"W _ S 70°30'0_0"E 60.09' 70.07' MF I 7TETHPLACE 5/BRBF PKF IN. E t` 20' PRIVATE 1GRATE INLET S & ACCES— _ I ESMT. _ _1041] O 10.1' J0.1-2 LOT B PT. LOT 85 HOUSE UNDER CONSTRUCTIONggB 39-5 54 LOT ASMB 39—S 54 zDET. PONDDET. POND ESMT. ccvvkl 5' DRAIN. ESMT. 12" PVC 8" RBF N 70°30*'! 60.81' 1 2� 1 �u I LOT 8 I I LOT 7 I I FOUNDATION SURVEY OF LOT A OF A RECOMBINATION OF LOTS A, B, C--1 & C-2 OF THE EASTERN 225' OF FRONT LOT 65, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS:5 TENTH PLACE FOR: HOWARD LEVY & FAITH LEVY THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180-7 OF RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-6-67, AUTHORITY O.C.G.A. SECS. 15-6-67, 43-15-4, 43-15-6, 43-15-19, 43-15-22 J. WMLEY REYNOLDS ` LAND SURVEYOR A 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912-352-7787 ACCORDING TO THE F.LR.M. DATED 9/26/08 THIS LOT IS WITHIN THE 100 YEAR FLOOD ZONE. EQUIPMENT: TOPCON AP--L1A ERROR OF CLOSURE: LINEAR: I/— ANG: —'/ANGLE BALANCED BY:— PLAT: 1/50,600 0 20 SCALE: 1" =20' DATE: OCTOBER 2, 2014 SURVEY DATE: OCTOBER 7, 2014 PLAT FILE NO. 14-116 PT. LOT 65 TENTH PLACE S 70030'00"E 60.09' LOT 8 l a I LOT 7 N 7D°30'00" 70.07' 5/8" RBF LOT B SMH 39--S 54 5' DRAIN. ESMT. FOUNDATION SURVEY OF LOT A OF A RECOMBINATION OF LOTS A, B, C-1 & C-2 OF THE EASTERN 225' OF FRONT LOT 65, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS:5 TENTH PLACE FOR: HOWARD LEVY & FAITH LEVY ACCORDING TO THE FJ,R.M. DATED 9/26/08 THIS LAT IS WITHIN THE 100 YEAR FLOOD ZONE. THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET PORTFi TRT CHAPTYR 7 An --7 OF RTTT.T;!C nV rMV.. sFIAH ARCHITECTURE 912.447.3601 PLANNING P.O. BOR 10226 INTERIOR ARCHITECTURE SAVANNAH, GA. DESIGN 31412 the next issued revision. A FIELD SKETCH FOR #s 10th Place The Levy Residence 11'ybee Island, Ga. SA ]obx: 2012.013 ORIGINAL. DRAWING NUMBER: 11A2.1 AFS#5 A2.1 'ey sF�EAH ARCHITECTURE 912.447.3601 PENNING P.O. BOx 10226 INTERIORARCHITECIURE SAVANNAH, GA DESIGN 31412 This Field Sketch shall be considered as a suppliment to the previously issued set and will be incorporated into the next issued revision. A FIELD SKETCH FOR #5 10th Place The Levy Residence Tybee Island, Ga. SA Job#: 2012013 DATE: 6/6/2015 ORIGINAL DRAWING NUMBER: 1/A2.2 FIELD SKETCH #: AFS#5 A2.2 COMPOSITE TRIM — - - HALF LITE DOOR AND TRANSOM —�-- -_ RAIL 6x6 PT. WOOD POST COMPOSITE BOARD & BATTEN SIDING - EQUAL TREADS This Field Sketch shall be considered as a suppliment to the previously issued set and will be incorporated into the next issued revision. A FIELD SKETCH FOR DATE: 6/612015 S � #S 10th Place ARCtivaCTum 912.447.3601 The Levy Residence ORIGINAL DRAWING NUMBER: UA3.1 PLANNING P.O. BOX 111226 INTETUORARCHLTECTVRF SAVANNAH, Gh Tybee Island, Ga. FIELD SKETCH tt: DESIGN 31412 SA Job#: 2012.013 AFS#5 A3.1 the next issued revision. S SAH ARCHITECTURE 912.447.3601 PLANNING P.O. BOX 10226 INTERIOR ARCHITECTURE SAVANNAH, GA, DESIGN 31412 #5 10th ('lace The Levy Residence Tybee Island, Ga. SA Job#: 2012.013 ORIGINAL DRAWING NUMBER: I/A2.1 FIELD SKETCH x: AFS#5 A2.1 COMPOSITE TRIM — }} �I 5i I IALF LI'I'F' DOOR AND TRANSOM RAIL i ij 6x6 PT. WOOD POST COMPOSITE BOARD & BATTEN SIDING �:T u ID -+1L 14 9-4' 16 EQUAL TREADS This Field Sketch shall be considered as a suppliment to the previously issued set and will be incorporated into the next issued revision. A FIELD SKETCH FOR DATE: 6/612015 5 ARCHIFECCURE A 912.447.3601 #5 10th Place The Levy Residence ORIGINAL DRAWING NUMBER; 11A3.1 PLANNING INTERIORARCIIITECTURE P.O. Box 10226 SAVANNAH, GA, Tybee Island, Ga. FIELD SKETCH x: DESIGN 31412 SA Joba: 2012.013 AFS#5 A3.1 �� O R I G I N A L D R A W I N G N U M B E R : X l A 5 . 1 A R C H I T E C T U R E 9 1 2 . 4 4 7 . 3 b 0 1 T h e L e v y �� V R e s i d e n c e P L A K I N G P . O . B O X 1 0 2 2 6 J J F I E L D S K E T C H n : I N T E R I O R A R C H I T E C T U R E S A V A N N A H , G A . T y b e e I s l a n d , G a . ���������� ����. �� D E S I G N 3 1 4 1 2 , , b # : 2 0 1 2 . 0 1 3 Dianne Otto From: Tom Beytagh <liltybee@gmail.com> Sent: Friday, October 10, 2014 1253 PM To: Dianne Otto Subject: # 5 10TH PLACE Diane - I have reviewed the foundation survey done by Whitley Reynolds and have compared it to the building plans. No setback encroachments will occur when the balance of the home is constructed. If you nee anything further, please let me know. Thanks Tom Beytagh First City Enterprises U.S. DEPARTMENT OF HOMELAND SECURITY LEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Howard Levy & Faith Levy A2. Building Street Address (including Apt,, Unit, Suite, and/or Bldg. No_) or P.O. Route and Box No. 5 Tenth Place City Tybee Island State GA ZIP Code 31328 OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE A3, Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) lot A of a recombination of lots A, B, C-1 & C-2 of front lot 65, ward 4 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N 31 deft 59.9740 min Long- W80daLU.1160 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. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) !Ma- sq ft a) Square footage of attached garage n1a sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade nla within 1.0 foot above adjacent grade nla c) Total net area of flood openings in AB.b n/a sq in c) Total net area of flood openings in A9.b Na sq in d) Engineered food openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B -- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number I B2. County Name B3. State Tybee island 135164 Chatham GA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 1305100213 F 717114 EffectivelRevised Date Zone(s) AO, use base flood depth) 9126108 AE 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Bl 1. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ® NAVD 1988 ❑ OtheriSource: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings- ® Building Under Construction* ❑ Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, Ali, A (with BFE), VE, V1 -V30, V (with SIFE), AR, ARIA, ARIAE, AR1A1 A30, AR1AH, AR/AO, Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: local Vertical Datum: NAVD 1986 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ OtheflSouree: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor 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) 0 Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Cerf1$cate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by rine or imprisonment under 16 U. S. Code, Section 1001. 6 0 ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a T ❑ Check here if attachments. licensed land surveyor? ® Yes [-INo Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Surveyor Company Name Address 6 Ste he venue ity Savannah State GA ZIP Code 31405 Signat ' Date 10,7114 Telephone 912-352-4464 NQ -4249 (7112) See reverse side for continuation. Replaces all previous F°ditions. Check the measurement used. I 10.1 ® feet ❑ meters 19.1 ® feet ❑ meters n/a. ® feet ❑ meters n/a. ® feet ❑ meters n/a. ® feet ❑ meters 7.� ® feet ❑ meters 8.6 ® feet ❑ meters nfa. ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Cerf1$cate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by rine or imprisonment under 16 U. S. Code, Section 1001. 6 0 ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a T ❑ Check here if attachments. licensed land surveyor? ® Yes [-INo Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Surveyor Company Name Address 6 Ste he venue ity Savannah State GA ZIP Code 31405 Signat ' Date 10,7114 Telephone 912-352-4464 NQ -4249 (7112) See reverse side for continuation. Replaces all previous F°ditions. ELEVATION CERTIFICATE, page 2 IMPORTANT. In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 5 Tenth Place City Tybee Island State GA ZIP Code 31328 j Company NAIC Number. I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments Building under construction Date 1017114 S96TION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMB -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—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Signature Comments FEMA Form 086-0-33 (7112) Telephone Date Check here if attachments. Replaces all previous editions. ELEVATION CERTIFICATE, page Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address {including Apt., Unit, Suits, and/or Bldg, No.} or RO. Route and Box No. Policy Number. 5 Tenth Place i City Tybee Island State GA ZIP Code 39328Company MAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify atl photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Leff Side View." When applicable, photographs must show the foundation with representative examples of the Rood openings or vents, as indicated in Section A8. Rear View October 2, 2014 r. . i if FEMA (=arm 086-0-33 (7172) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT; In these spaces, copy the corresponding informatio�fro =OxNo. A FOR INSURANCE COMPANY iJSE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. RPolicy Number: 5 Tenth Place City Tybee Island State GA ZIP Code 31328 Company NAIL Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. identify all photographs with date taken; "Front View' and "Rear View'; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fa on this page, use the Continuation Page, Crr•ni 1 /�..... /Y..a�L__ n nn� . FEMA Form 086-0-33 (7112) Replaces all Previous editions. Permit No. Owner's Name City of Tybee Island • Community Development Dept. ==M Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ==�� Phone 912.472-5032 - Fax 912.786.9539 Coo cNAM' MEMBER Date Requested Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee = QQs s Inspection �Ao • iL Inspection Inspection Pass Fail ❑ Fee Q� s Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee YATES-ASTRO TERMITE & PEST CONTROL C� P.O. Box 23313 SAVANNAH, GEORGIA 31403 (912) 651-9000 ORDER N0. I PHONE BILL TO s JOB WORK (ORDER DATE OF OR DER MECHANIC HELPER STARTING DATE ORDER TAKEN BY JOB NAME AND LOCATION 4,4 JOB PHONE **PRETREAT** ❑ DAY WORK ❑ CONTRACT ❑ EXTRA SO. FEET: GAL, USED: IC, LINEAR FEET BLOCK VOIDS: faGAL. USED: LINEAR FEET INSIDE TRENCH: VZ GAL. USED: LINEAR FEET FOOTERS: GAL. USED: TOTAL GALS. 3 DEPTH OF FOOTER INSIDE: 1-2-3-4— DEPTH 2-3_4_DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: CHEMICAL USED:.;. ��� ado (, TECHNICIAN(S): TARGETED PEST: SUBTERRANEAN TERMITES RFNFWAL: DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTALLABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX D CC#PL,ET %�l WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home ❑ Total amount due ❑ Total billing tv Signature for above work; or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work City of Tybee Island Community Development Dept. ---- a„� Inspection Report giam 403 Butler Ave. P.O. Box 2749 um=-]Tybee Island, GA 31328 nrERH�,t�aNa� Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. �"r 1" Date Requested aY/a/I/h'' Owner's Name V V Date Needed Gen. Contractor rIR5T a ITy Subcontractor Contact Information /,%! 1K( _ 4)3 7q Project Address /O t -k Scope of Work 5r Inspector Date of Inspection Inspection Pass ❑ Fail Fee L3 1 Inspection <L 0- Pass FailT— Inspection ee_ Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee BULK DENSITY AND VOIDS IN AGGREGATE REPORT Irerracon ReportNumber ES151157.0001 Service Date: 08/21/15 2201 Rowland Ave. Report Date: 08/24/15 Revision 1 - Transferred from ES 151062.0008 Savannah, GA 31404 Task: 912-6294000 Client Project Groundworks Unlimited Levy Residence Stormtech Chamber System Attm Shane Grizzard 5 10th PI. 50 Telfair PI Tybee Island, GA Savannah, GA 31415 Test Method: ASTM C29 Sample Data Sampling Date: 8/17/2015 Sampling Technician: Contractor Sampling Method: NIA Laboratory Test Data Mass of Aggregate and Measure (lbs.): 71.25 Mass of Measure (lbs.): 0.5 Laboratory Test Data Bulk Density (pcfi : Void Content (%): Notes 1 Observations: 98 42 Project No. ES151157 Nominal Aggregate Size (in.): 1.5 Sample Source: USA Aggregates Reference Name: ##5 Stone Total Sample Weight (lab.): 48.95 Capacity of Measure (ft3): 0.5 Method of Consilidation: Rodding Method of Consilidation: Rodding Specific Gravity of 2.70 was assumed. Services: Terracon Rep: Turner, Gregory Reported To: Shane Grizzard Contractor: Report Distribution (1) Groundworks Unlimited, Shane Grizzard Reviewed B,_ �,lA� 7 �1 Matthew Nenger Staff Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. MON. 10-16-13. ac, -.s Pape I of I 77-�7ii• AGGREGATES USA Basic Quality Statistical Summary Report Plant Macon Quarry Product #5 Stone Specification ASTMIGDOT Date June 15, 2015 Sieve/Test Average % Passing Specification 1 112" (37.5mm) 100 100 1" (25mm) 91 90-100 314" (19mm) 24 20-55 112" (12.5mm) 4 0-10 318" (9.5mm) 2 0-5 Test Procedure Result Materials finer than No.200 Sieve 0.3% Absorption 0.4% SPGR (Apparent) 2.74 SPGR (Bulk) 2.70 SPGR (SSD) 2.72 LA Abrasion 16 % loss Sodium Sulfate Soundness 0.2 % loss Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Tuesday, August 25, 2015 8:09 AM To: Ecological Planning; Lisa Schaaf Cc: Diane Schleicher; Estimator; Michael Johnson; Tom Havens; greg@groundworksunlimited.com; Joe Wilson Subject: Fwd: 10th Place Void Ratio Attachments: Stone Void Ratio Tests.pdf The Engineer of Record for the design has submitted to me, the same test provided previously by a lab near Atlanta. This test, ASTM C29, is the standard test method for bulk density (unit weight) and voids in aggregate. The previous one and these two all show voids greater than 40% for the #57 stone being used on th3 10th Place detention modification site. Both the the GA Design Manuals (Blue Book and Coastal Stormwater Supplement) and the Manufacturers Specifictions call for using the larger stone to achieve 40% storage volume in stone. While both acknowledge #57 stone used above the storage area for structural support and protection, neither GA nor any other manufacturer I'm aware of recommend the use of #57 stone for providing 40% stormwater storage. Storage in stone to meet stormwater detention requirements is a relatively new design procedure, at least in our area, approximately 25 years old. The only tests I've read about, specifically for this purpose of measuring storage volume, is a water based test that is not an ASTM standard. This is the type of test that I was looking for. The Engineer of Record is maintaining that this source of #57 stone adequately provides 40% void ratio, and his information is supported by tests from two separate laboratories. I cautiously do not use the terms "accept" or "concur" as I have concern over the sustained provision of the required stormwater volume. It appears that the asbuilts will most likely be based on these same tests. If so, I will use similar qualification in my acceptance. While this lengthy qualification was necessary, to the heart of the matter; I feel compelled to advise that this submittal showing 40% voids satisfies the documentation requirement of material compliance. Downer ---------- Forwarded message ---------- From: Tom Havens <tomhavens (a7coastalcivil. com> Date: Mon, Aug 24, 2015 at 8:04 PM Subject: 10th Place Void Ratio To: Downer Davis <dkdbus@gznail.com> 1 Cc: Michael Johnson<michaelC&shaharchitecture.com>, Greg Hall<greg(c�groundworksunlimited.com>, Estimator <Estimator(c�groundworksunlimited.com> Hi Downer - Please see the void ratio test as performed by Terracon for the material that is onsite at 10th Place. The stone meets spec and is suitable for the intended use. This material will be placed in accordance with manufacturer's recommendations (uncompacted). We will prepare as-builts of the detention system within two weeks of completion by Groundworks. Thanks for your assistance - Tom Downer Davis (912)695-7262 dkdbus(a7gnail.com BULK DENSITY -AND VOIDS IN AGGREGATE REPORT IrLarracon Report Number ES151157.0001 Service Date: 08/21/15 2201 Rowland Ave. Report Date: 08/24/15 Revision 1 -Transferred from ES151062.0008 Savannah, GA 31404 Task: 912-629-4000 Client Project Groundworks Unlimited Levy Residence Stormtech Chamber System Attn: Shane Grizzard 5 10th PI. 50 Telfair PI Tybee Island, GA Savannah, GA 31415 Test Method: ASTM C29 Sample Data Sampling Date: 8/20/2015 Sampling Technician: Contractor Sampling Method: NIA Laboratory Teat Data Mass of Aggregate and Measure (lbs.): 71.6 Mass of Measure (lbs.): 0.5 Laboratory Test Data Bulk Density (pcf): Void Content (%): Notes 1 Observations: Project No. ES151157 Nominal Aggregate Size (in.): 1.5 Sample Source: Hanson Reference Name: #57 Stone Total Sample Weight (lab.): 49.3 Capacity of Measure (ft3): 0.5 98.6 Method of Consilidation: Rodding 41% Method of Consilidation: Rodding Specific Gravity of 2.70 was assumed. Services: Terracon Rep: Turner, Gregory Reported To: Shane Grizzard Contractor: Report Distribution (1) Groundworks Unlimited, Shane Grizzard Reviewed Bi_�'� Matthew JVenger Staff Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. croanz. 1Q-1 6-13. R11 -A page I of I Hanson HEIDELBERGCEMENTGroup MONROE COUNTY QUARRY 4957 HIGHWAY 41 SOUTH BOLINGBROKE, GA 31004 (478) 993-9004 Plant E108-MONROE COUNTY QUARRY Product 030007457 Name/Title Lec Overacker / Quality Manager Period: 02/24/2014 - 02/24/2015 Report Date 02/24/2015 Procedure SievelTest Result Unit GADOT 57 1 1/2" (37.5mm) 100.00 % 100-100 1 " (25mm) 96.64 % 95-100 3/4" (19mm) 80.18 % 1/2" (12.5mm) 35.71 % 25-60 3/8" (9.5m M) 13.61 % 94 (4.75mm) 2.45 % 0-10 #8 (2.36mm) 1.82 % 0-5 Pan 0.00 % 4200 (75um) 0.56 % 0-1.5 Unit Wt (Loose) 98.2 Ib/ft3 Unit Wt (Rodded) 104.8 Ib/fl3 Unit Wt SSD (Loose) 98.7 Ib/fl3 Unit Wt SSD (Rodded) 105.3 Ib/ft3 Voids (Loose) 41.2 % StonemontOC Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Friday, August 14, 2015 8:26 AM To: Lisa Schaaf; Ecological Planning Cc: Tom Havens; Michael Johnson; Bruce Saunders Subject: Fwd: Drain Rock Supplier Data Sheet Attachments: Monroe Co. _57 2015.pdf By copy of this email to the applicants, I'll continue to request that all submittals be to the City with me copied (or to both in the "to" row if preferred). This data sheet submitted by the Engineer is the first data sheet submitted for this purpose that I'm aware of. I'll break my response into four parts: First and most important, are my questions regarding this data sheet. • The test run is a laboratory loose weight that consists of dropping stone into a container and then accurately weighing the stone. It does not consider field conditions of consolidating the stone. Nor does it consider the weight of cover material over it. Data is not shown supporting the what the 98.2 LBS/Cubic FT is 41.2% of. • The test is not consistent with any gradation test I've ever seen. The #200 screen for measuring the micro millimeters should have been listed above the pan which is simply that; a pan that has no openings. • The line below pan and above #200 indicates the data below the line could be from a separate test. I understand how such errors can occur when attempting to creating a presentable report. I'm accustomed to seeing void percentages closer to 30% than 40% for #57 stone. The only designs I'm aware of that achieve 40% void ratio have much larger stone. (The CSS has information on this.) I request the engineer consider the above and address why this gradation sheet does not have the sieves / screens in decreasing order as all other gradation sheets I've ever seen. If he maintains he has no reservations about this material and continues to support this data sheet represents 40% voids will be available in this material after placement, he should state that with his justification. Second, if the questions regarding this data sheet area are satisfactorily answered, I am not aware of any required further documentation that will be required on this matter. I will then consider this matter resolved at this time and I cannot foresee any other reason for the stop work order to remain further. Third, I'll remind the applicant's design team that the reported ongoing test by the independent testing laboratory should satisfy the requirement of asbuilting this portion of the stormwater storage facility. Without an appropriate test or comparable method of verifying the 40% void ratio, the asbuilts of this reconfigured stormwater detention facility will not be complete. I offer this additional statement regarding asbuilts to avoid any unnecessary delay of the C.O. due to incomplete asbuilts. I'll caution all that the CSS and other sources indicate much larger stone is used to achieve the 40% void ratio. The asbuilt test must clearly show the voids are present. Last, by copy of this email, I request Tom, the results of the testing lab can be submitted when available. I'd appreciate him submitting them to the City with me copied. However, they should also be included in the final complete asbuilt submittal. I will be available after 0930 to respond to this matter further. Downer Davis (,912) 695-7262 dkdbus@gmail.com ---------- Forwarded message ---------- From: Tom Havens <tomhavens@coastalcivil.com> Date: Thu, Aug 13, 2015 at 5:52 PM Subject: Drain Rock Supplier Data Sheet To: Michael Johnson <michael@shaharchitecture.com> Cc: Downer Davis <dkdbus@gmail.com> Hi Michael - Please find attached the supplier data sheet for the rock proposed by Groundworks at the 10th Place project. The calculated void ratio is the last row on the sheet, and is indicated to be 41.2%, exceeding the 40% required. It is my understanding that Greg is also having the material tested by a local lab as a second check. Please let me know if you need anything further at this time Thanks, Tom 2 Lisa Schaaf From: Michael C. Johnson <michael@shaharchitecture.com> Sent: Thursday, August 13, 2015 11:04 PM To: 'Downer Davis` Cc: Lisa Schaaf; Ecological Planning; Bruce Saunders; 'Tom Havens'; 'Tom Beytagh'; reshma@shaharchitecture.com Subject: RE: Drain Rock Supplier Data Sheet for Levy Pond Attachments: Monroe Co. _57 2015.pdf Thank you Tom. Downer, 1 am including the individuals you copied on your e-mail this morning. Attached is the letter we received earlier this year; 1 believe it had also been sent to you. It is from the supplier of the stone we are using in the pond, and it states that the void ratio was calculated at 41.2%, exceeding the specified 40%. We have also contracted with Terricon Laboratories, an independent testing agency, to take a sample and test the material delivered to the site. This will be the document we will include as part of our as -built drawings of the pond. We will let you know what the test results from the sample are as soon as we receive them. 1 would like to request the stop work order be lifted ASAP. Due to the unique site constraints, we are unable to work substantially on the remainder of the job — this due to the fact that the material for the underground detention system is taking up our entire site. From our perspective, we have submitted a design which was approved and supplied a letter (from the stone supplier) indicating the material supplied meets the design specifications. While we are testing the material to ensure that the proper material was in fact delivered, 1 cannot see why we should not be able to continue work. if for some reason the material does not test to meet the required specifications, the site work contractor shall be responsible for either (1) removing the installed work and replacing it with the specified material or (2) providing an alternate solution that meets both ours and your requirements. It seems to me that we should be held accountable for constructing this residence and its related site work as we have submitted. We have not yet been made aware of any evidence to the contrary. It is in everyone's best interest that we construct this detention system in accordance with the best engineering and design practices. We believe we have done this. The previously unsafe, open detention system - which routinely held water - has now been replaced with an underground detention system that eliminates the hazard of an open water system. 1 would also note that this new system has increased the capacity as compared to our as -built survey j analysis of the previous detention pond. Overall, we feel strongly that we have dramatically improved on the originally installed detention system. Michael C. Johnson, AIA Principal P: 912.447-3601 1 F:912-447-3602 0:972.658.2577 Michael(@shaharchitecture.com f on From: Tom Havens[mailto:tomhavens@coastalcivil.com] Sent: Thursday, August 13, 2015 5:52 PM To: Michael Johnson <michael shaharchitecture.com> Cc: Downer Davis <dkdbus@gmail.com> Subject: Drain Rock Supplier Data Sheet Hi Michael - Please find attached the supplier data sheet for the rock proposed by Groundworks at the 10th Place project. The calculated void ratio is the last row on the sheet, and is indicated to be 41.2%, exceeding the 40% required. It is my understanding that Greg is also having the material tested by a local lab as a second check. Please let me know if you need anything further at this time Thanks, Tom LEGAL NOTICE CITY OF TYBEE ISLAND VIOLATIONS) (), Il PERMIT NO. WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS 4h UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE � � PHONE�,a y�:) So3 3 INSPECTOR t'st.40 - e oell 1 * City of Tybee Island Community Development Dept. ` ! Inspection Reportit 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 CODE OUJNCiL MEMBER Permit No. ILI- 124 Owner's Name L- �y Gen. Contractor .1 IRST L4 I r f Contact Information Date Requested ) -Y1� Date Needed o e /� 3 ll 4 Subcontractor ��_ Project Address nirH Scope of Work I of f s Inspector A44 Date of Inspection gl13�1 Inspection Pass Fail Fee U-�F Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 11 Fail ❑ Fee YATES-ASTRO TERMITE J00' R ,' U R K (0R[D ER & PEST CONTROL CO. P.O. Box 23313 SAVANNAH, GEORGIA 31403 DATE OF ORDER (912)651-9000 CUSTOMER'S ORDER NO. I PHONE MECHANIC HELPER STARTING DATE .ILL I U > ORDER TAKEN BY ADDRESS El DAY WORK GiTy CONTRACT ."EXTRA JOB NAME AND LOCATION �. JOB PHONE _ **PRETREAT** TOTAL MATERIALS SQ. FEET: 3 Vs-� GAL, USED: (4,S -- 3(4,5 -- LINEAR LINEAR FEET BLOCK VOIDS: GAL. USED: PETS INTO TREATED AREA LINEAR FEET INSIDE TRENCH: ��0. GAL. USED:,, LINEAR FEET FOOTERS: GAL. USED: 10 TOTAL GALS.7)_ DEPTH OF FOOTER INSIDE: 1-2-X-3-4— -2-X-3`4— TOTAL AMOUNT$ DEPTH DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: jKo�,o CH MICAL USED: TECHNICIAN(S): TARGETED PEST: SUBT N TERMITES RENEWAL: DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED r I WORK ORDERED BY TOTAL AMOUNT$ u No one home ❑ TOtal amount due ❑ Total billing to Signature for above work: or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work Permit No. Owner's Name City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Gen. Contractor Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor Inspector Date of Inspection Inspection _ Pass Fail M Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail r] Fee Inspection Pass ❑ Fail ❑ Fee ITE'hATIIHAL CODE COUNCIL MEMBER 14, 0 IA�- YA1 I-S-ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 n,' i rr ORDER SAVANNAH, GEORGfA 31403 DATE OF ORDER (912) 651-9000 71i 1114 CUSTOMER'S ORDER NO. PHONE tdECHANIC HELPER STARTING DATE I UNTIL SPRAYS ARE DRY I� BILL TO ORDER TAKEN BY DA -711 LZ TE COMPLETED` , WORK ORDERED BY ADDRESS S DAY WORK --- — ------ CONTRACT CITY L EXTRA JO ME AND LOCATION ^� JOB PHONE ❑E -PRETREAT" 1 17 SO. FEET: GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. -USED: LINEAR FEET FOOTERS: MC, GAL USED: TOTAL GALS,66' DEPTH OF FOOTER INSIDE: 1-2-3-4— DEPTH _ _ 2 3— 4— DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: V TYPE OF SLAB:CHEMICAL USED: TECHNICIAN(S): :�, ; IfijDt -- �. -6'e Jq TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTALLABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DA -711 LZ TE COMPLETED` , WORK ORDERED BY TOTAL AMOUNT S No one home `l Total amount due ❑ Total billing to Signature for above work: or be mailed after ! hereby acknowledge the satisfactory completion completion of work of the above described work. ' City of Tybee Island • Community Development Dept.*=� Inspection Report- 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 `* t, Phone 912.472-5032 • Fax 912.786.9539 CODECOUNCIL ... ,. MEMBER Permit No. - U Owner's Name Lel! V Gen. Contractor Lie,S-r 8T y Contact Information Project Address Scope of Work Inspector 5 - TFnl7 s Date Requested Q -1I%dt%4 Date Needed D 71/114 Subcontractor 26,7_ Date of Inspection Inspection 407/n1 Pass Fail 11 Fee M Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 06-04-2014 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 � LGA CITY OF TYBEE ISLAND ENGINEERING FEES NEW RESIDENTIAL BLDG - SF 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2236 P $ 8,040.65 4-0006-18-018 $590,000.00 EIT`� OF TYBEE ISLAND rp: 00423448 6'16"2014 1"3? pig TRAM: 3,0000 BLd1dj-rN FetraitS DF'ER: HD TcRMs C,0t REF#i 6798 PERMIT #: 140124 Engineering fees through end of fiscal year — due by TOTAL BALANCE DUE: $ 218.75 June t9,2014 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org 218.7f TENDERD- 218_75 1 D4.r, Ec(.,1 ,FF'LTED;------1i$E-7L- CHANGE: 0.00 PERMIT #: 140124 Engineering fees through end of fiscal year — due by TOTAL BALANCE DUE: $ 218.75 June t9,2014 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org Fax Transmission Result Rep, Date/Time Model Name Machine Serial Number Line1 Linel Name Line2 Linc2 Name 05-12-2014 12: 10 PM CLX -9352 Z94UB l ED500022H City of Tybee 9127869539 is not available is not available Page [1 ] of [1 ] Job Destination Start Time Duration Mode Job Type Page User Result 12437 Georgia Power rele05-12-2014 12:09 01'00" G3 H -Tx 111 LocalUser OK ase/18888514411 PM Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-8135-8514411 Location Address: -5 i fN R -P TYPaoiReloase: ,,�Tomporary Electrician.dN ll'l066L—�' r lYCt�5�� Builder: f26"r Llai ZAnr � Owner D CE Release Date: 5 &111-4 Permanent Perrmit # &-L Phone# Phaneit q0�-370-6370 Location Address: Release Date: Type 0 Rplaase: Temporary _Permanent Permil # _ Electrician: Phone # Builder: Phone it Owner' Phone # Planning and Zoning Terris Bryant 912-472-5033 H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx _a r, Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: -5 '7elJl-d PLAC6 Release Date:jL Type of Release: Temporary Permanent Permit #-14- Q jot Electrician: C GCS Phone # E/=�= 7 7Li Builder: �1-rY Ci1f rMAP)Me Phone # Owner: Li6 LPhone # 4d44711) -d3 7a Location Address: Type of Release: Temporary Permanent Release Date: Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912-472-5033 City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==M' Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL NiFM—BE R Permit No. L -0/,)4/ Date Requested _ to Owner's Name zeVyDate Needed �s Gen. Contractor 6'-r A17W Subcontractor Contact Information Project Address -5- I;N i q Scope of Work Ir Inspector Date of Inspection InspectionPaCf, Pass--;, Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Friday, May 06, 2016 11:18 AM To: George Shaw Cc: Lisa Schaaf Subject: 10th Place/ In response to your request for clarification: February 24, 2014 01-15-14 1.00 hours Plan review 01-28-14 0.50 hours Final review 1.50 hours @ $175/hour = $262.50 Invoice #21401001 This was the original plan review. Concurrence was given. The design by the architect showed the existing stormwater detention pond to remain. All remaining site design review charges involved the changed design that replaced more common exposed stormwater basin retention with less exposed storage of the retained stormwater. May 29, 2014 03-03-14 n.c 04-03-14 0.5 05- -14 0.5 05-14-14 0.25 Invoice #21401002 prep for meeting Comments for applicant on detention basin correction 2nd site meeting w/Owner, Engineer and GC Response to Engineer on basin maintenance 1,25 hours @ $175/hour = $218.75 The 04/03/14 & 05/14/14 emails regarded cleaning restoration activities of the existing pond. January 26, 2015 10-17-14 1.0 hours @ $175/hour = $175 Invoice #21401003 08/07/14 met with Tom Havens, the new project civil engineer (replacing Boswell) for at City Hall. I failed to bill for this and need to do so. 10/17/14 review in my email was regarded submittals and questions from the architect and engineer on the volume requirements of the refurbished pond. Again, it appears I need to invoice for related work from June. At this point I'm going to focus only on the dates shown on the invoices questioned and continue searching for unbilled work later. April 4, 2016 z Invoice #21401004 CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor#: 01-002055 Issued to: DAVIS ENGINEERING, INC P C BOX 1663 TYBEE ISLAND, GA 31328 PUC CHASE ORDER PO Number: 44-26809 This number must appear on arerated correspondence, shipping papers and invoices. Date: 0 5/ 2 9/ 2 0 1 4Requlsltlon #: 1 4- 2 68 09 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31 3 2 8 F.O.B. Point - Tybee Island, GA Terms - Net 30 days Authorized by For the City of Tybee Island I agree to provide the itemslservices listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date Date DATE ISSUED: 06-04-2014 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 ENGINEERING FEES NEW RESIDENTIAL BLDG - SF 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2236 P $ 8,040.65 4-0006-18-018 $590,000.00 PERMIT #: 140124 Engineering fees through end of fiscal year -- due by TOTAL BALANCE DUE: $ 218.75 June i9, 2014 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, lire, 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 Sutler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786.9539 www.cityoftybee.org V L DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE May 29, 2014 Invoice #21401002 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10th Place The Levy Residence 03-03-14 n. c. prep for meeting 04-03-14 0.5 Comments for applicant on detention basin correction 05- -14 0.5 2nd site meeting w/Owner, Engineer and GC 05-14-14 0.25 Response to Engineer on basin maintenance 1.25 hours @ $175/hour = $218.75 P 0 � 14- a 6 go9 CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor#: 01-002055 Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 PURCHASE ORDER PO Number: 16-34104 This number must appear on all related correspondence, shipping papers and invoices. Date: 04/06/2016 Requisition #: 1 6— 3 4 10; Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 5 TENTH PLACE 100-7220-52-1203 0.00 ENGINEERING REVIEW FOR DETENTION MODIFICATIONS. INVOICE #21401004. 5.0 HOURS@ $175/HOUR = $875.00 TOTAL. Purchase Order void after 90 days. Special Instructions: Authorized by For the City of Tybee Island I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL Date 875.00 875.00 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE April 4, 2016 Invoice #21401004 George Shaw City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10" Place The Levy Residence This invoice is for detention modification issues only. 02-05-15 0.5 hours Attended Engineer's meeting at City Hall 08-05-15 0.5 hours Site observation & comment on stone different from approved 08-06-15 n.c. Email correspondence with Engineer on stone void ratio 08-11-15 n.c. Email correspondence with Engineer on stone void ratio 08-11-15 0.25 Email to City on permit requirements regarding stone void ratio 08-13-15 0.25 Email and phone conversation with Arch on stone ratio permit issue 08-14-15 0.50 Email reponse to Arch on stone issue 08-16-15 0.50 Email accepting changed stone for void storage compliance 08-25-15 0.25 Clarification of asbuilt not requiring water based void test 11-02&23-15 0.75 Prefinal inspection results emailed to City 11-24-15 0.25 Emailed request to project reps for final inspection 01-29-15 0.75 Final inspection of detention facility 02-08-15 0.50 Reviewed asbuilts & accepted 5.0 hours @ $175/hour = $875 total due this invoice Lisa Schaaf From: Michael Johnson <michael@shaharchitecture.com> Sent: Wednesday, April 13, 2016 12:31 PM To: Lisa Schaaf Cc: Tom Beytagh; Reshma Johnson Subject: RE: 5 10th Place Lisa, 1 am tied up today but would like to discuss this. When we were issued the permit originally we paid the permit fee in full according to the amount given us by the City of Tybee. In addition to this extra amount you are now requesting, you are also including Engineering fee's. These have never been charged before, were not disclosed, and not something we initiated. Why are we being billed for services requested and rendered and behalf of the City of Tybee? The cost of inspections is clearly included in the permit fee. Thank you for your help in clearing this matter up. 1 know this project has been under construction For some time and was permitted even earlier. Unfortunately, much of the Cities Staff handling this at the time are no longer available. Michael C. Johnson, AIA Principal P: 912.447-3601 F:912-447-3602 C:912.658.2577 MichackiDshabarchitecture.com From: Lisa Schaaf [mailto:lschaaf@cityoftybee.or] Sent: Wednesday, April 13, 2016 11:50 AM To: Michael Johnson <michael@shaharchitecture.com> Subject: 5 10th Place Hi Michael, I have attached the invoice for the permit and Engineering Fees. Let me know if you have any questions. lrsa L. Schaaf Administrative Assistant City of Tybee Island Planning and Zoning Office: 912.472.5033 Fax: 912.786.9539 lschaaf ftt citftybee.org DATE ISSUED: 02-25-2014 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 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2236 P $ 7,821.90 4-0006-18-018 $590,000.00 A TOTAL BALANCE DUE: PERMIT #: 140124 $7,821.90 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786.9539 www.cityoftybee.org DATE ISSUED: 02-25-2014 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 �y 4 CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2236 P $10,047.65 4-0006-18-018 $590,000.00 �� N1 ,f � Ij Li I�IFCC IQ�f.ANLD - 7.t.�yi1,,jtt!_[i_i Fllii?ti'a f'prntitti 0HU.�! RR TFF.Mg R"E.F#a 114 PERMIT #!: 140124 TOTAL BALANCE DUE: $2,007.00 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786.9539 www.cityoftybee.org DAVIS ENGINEERING, INC. !!SE[V�D- P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbusCa-)gmail.com INVOICE February 24, 2014 Invoice #21401001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10`h Place The Levy Residence 01-15-14 1.00 hours Plan review 01-28-14 0.50 hours Final review 1.50 hours @ $175/hour = $262.50 -B p "",4_ora4 PO -Frrq -a.s --7-1'2 D- SZ -(Z33 b; ji a'l CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor #: 6 1 0 0 2 0 5 5 Issued to: DAVIS ENGINEERING, INC P 0 B OX 1 6 63 TYBEE ISLAND, GA 31328 PUL"CHASE ORDER hiisn Number: s number must appear on ai re ;e—,,2 5 7 5 3 correspondence, shipping papers and invoices. Date: 0 2/ 2 5/ 2 0 14Requisition # 14-25753 Ship to: CITY HALI, 403 BUTLER AVENUE T Y B E E I S L A N D, G A 3 1 3 2 8 1=.0.13, Point - Tybee Island, GA Terms - Net 30 days Authorized by For the City of Tybee Island I agree to provide the itemstservices listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date Date Dianne Otto From: Dianne Otto Sent: Friday, February 21, 2014 12:37 PM To: 'Downer Davis' Cc: michael@shaharchitecture.com Subject: RE: FW: 10th Place Downer — Your 2005 number was 2040300. Your comments are within the January 15'fi email below. I don't have a newer project number. Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Friday, February 21, 2014 12:29 PM To: Dianne Otto Cc: michael@shaharchitecture.com Subject: Re: FW: 10th Place Diane, I'm heading out the door. I'll drop by your office when I return to island later this afternoon, if I make it by 5. Plz give me p# and I'll look it up later On Fri, Feb 21, 2014 at 12:05 PM, Dianne Otto <Dotto(a)cityoftybee.org> wrote: Michael & Downer: The emails below and the attached file are the last records I can locate for the proposed new single-family at 5 Tenth Place / Howard & Faith Levy. Where are you two with this? Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.95 From: Downer Davis [mailto:dkdbu. jmail.com] Sent: Wednesday, January 15, 2014 10:01 AM To: michael@shaharchitecture.com Cc: Dianne Otto Subject: Re: 10th Place Electronic resubmittal to me is preferred so that I can assure no revisions are needed before you provide hard copies to Diane Otto. Downer On Wed, Jan 15, 2014 at 9:30 AM, Michael C. Johnson <michael(cr)shaharchitecture.com> wrote: Downer, 1 received your voice mail yesterday and thank you for taking the time to review so thoroughly. 1 will take a look at the plan again this morning, you are correct about our 'intent on the east and north sides of the property as well as our intention to tie all the downspouts on the east side to either the grate inlet @a in front or the Detention at the rear. 1 will include the stone spec on the drawings as well as the missing note on the E&S plan for permanent cover. 1 appreciate your patients with us on this project! We hurried the site work a little trying to get the project submitted before year end and the code changeover. Michael C. Johnson, AIA Principal P: 912.447-3601 F:912-447-3602 0:912.658,2577 M ichaeWshaharchitecture.com $0 L From: Downer Davis [ma !Ito:dkdbus maii.com] Sent: Wednesday, January 15, 2014 7:48 AM To: michael(oshaharchitecture.com Subject: 10th Place This appears to be a good design an unusual site. Please call me if you have any questions. Downer Davis (912) 695-7262 dkdbus(&gmail.com No virus found in this message. Checked by AVG - www.avg_com Version: 2014.0.4259 / Virus Database: 3658/7002 - Release Date: 01/14/14 Downer Davis (912) 695-7262 dkdbus(c mail -corn No virus found in this message. Checked by AVG - www.ava.com Version: 2014.0.4259 / Virus Database: 3681/7004 - Release Date: 01/15/14 Downer Davis (912) 695-7262 dkdbus(o)amail.com This email and any fifes 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 5 Dianne Otto From: Michael C. Johnson [michael@shaharchitecture.com] Sent: Wednesday, December 11, 2013 4:40 PM To: Subject: Dianne Otto RE: Permit Submittal' Diane, I just noticed that the new permit app requires certified hydrology. We typically do erosion control for residential lots but we do not typically do hydrology, is this required for single family residences? If so we will need to contract with a civil engineer to do this work, would it be possible to submit for permit without this and follow up later with a civil drawing if required. We want to make sure we submit prior to the code change. Y C fl T V Michael C. Johnson, ata Principal ar l�]1� r _ "Z P: 912,447-3601 F:912-447-3602 0:912.6.58.2577 MiehaeKDshaharchi tecture.com glow From: Dianne Otto [mailto:Dotto@cityoftybee.org] Sent: Wednesday, December 11, 2013 4:05 PM To: michael@shaharchitecture.com Subject: RE: Permit Submittal Sure. See you then. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 • From: Michael C. Johnson [mailto:michael@shaharchitecture.com] Sent: Wednesday, December 11, 2013 3:58 PM To: Dianne Otto Subject: RE: Permit Submittal Could we meet Friday at 11:00? Michael C. Johnson, Ala Principal P: 912.447-3601 F:912-447-3602 0912.658.2577 Michaekdc shaharchitecture.com From: Dianne Otto [mailto:Dotto@cityoftybee.org] Sent: Wednesday, December 11, 2013 2:37 PM To: michaeMshaharchitecture.com Subject: RE: Permit Submittal 1 Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Monday, February 23, 2015 3:51 PM To: Ecological Planning Cc: Lisa Schaaf, Tom Havens Subject: Re: 10th Place These were my last comments sent on 02-16-2015. I'm not aware that Tom has responded. Downer On Mon, Feb 16, 2015 at 6:06 PM, Downer Davis <dkdbusC&Mail.com> wrote: I offer the following comments on this submittal I received on Wednesday afternoon, 02-22-15. As these comments are purely technical and involve a meeting at City Hall between only Tom and I, I'm copying him with the understanding that these comments are not official until accepted and distributed by the City. Please ensure the drawings are clear about the exact model, shape, etc... and that you submit the appropriate exhibits with the final plans. This comment has been satisified.. 1) You plan to address sedimentation with a sump just upstream of the existing twin parallel pvc outfall pipe. This comment has been satisfied. 2) Notes will be added to advise that after removing the F.E.S. on the discharge of the upstream pipe, the invert of the upstream pipe will be raised if necessary. This comment has been satisfied. 3) Storage below 5.5 '88 datum (6.5 29 will not be counted towards meeting required storage. This comment has been satisfied. 4) You are providing documentation of storage in the exact gradation to be used rather than using the 0.32 recommended in the CSS. I'm not sure how you'll be able to accurately predict the void ratio in recycled concrete and you may want to consider only graded stone. My recommendation to the City is that any letter verifying the 40% ratio be endorsed from the design engineer and submitted to the City by the Engineer. This is not a multi disciplined project and I do not recommend that Tybee approve this material prior to the design engineer accepting it. While I can close out my comments and offer conditional concurrence, this is a comment that will apparently not be verified until the contractor provides the documentation. As such, I'm not sure how a permit could be issued until this submittal is made. Please clarify further on the plans that all stone used for storage will be enclosed in a filter wrap (that is spec'd). If I've overlooked adequate clarification please advise of the location. 5) Additional access ports will be added. This comment has been satisfied. Land disturbance is within the permitted area of the lot and the erosion requirements for the Iot permit apply. Only comment 44 regarding storage stone voids has not been completely addressed. This was a challenging project both to design and review. Tom and I are both pleased, the design part is about to end. Downer 912 695-7262 On Thu, Feb 5, 2015 at 12:59 PM, Downer Davis <dkdbus ai1.com> wrote: Tom, Just left you a message. If we haven't spoken since our meeting when you read this, please call me. Attached are scans of the chambers you plan to use. Please ensure the drawings are clear about the exact model, shape, etc... and that you submit the appropriate exhibits with the final plans. My notes from this morning are: 1) You plan to address sedimentation with a sump just upstream of the existing twin parallel pvc outfall pipe. 2) Notes will be added to advise that after removing the F.E.S. on the discharge of the upstream pipe, the invert of the upstream pipe will be raised if necessary. 2 3) Storage below 5.5 '88 datum (6.5 '29 will not be counted towards meeting required storage. 4) You are providing documentation of storage in the exact gradation to be used rather than using the 0.32 recommended in the CSS. 5) Additional access ports will be added. Please advise if you have any questions. Downer ---------- Forwarded message ---------- From: Lisa Schaaf <lschaaf@cityoftybee.org> Date: Thu, Feb 5, 2015 at 11:04 AM Subject: 10th Place To: Downer Davis <dkdbus@gmail.com> Hi Downer, Attached if the Manufacturer submittal by engineer. Lisa L. Schaaf Administrative Assistant City of Tybee Island Planning and Zoning Office: 212.472.5033 Fax: 912.786.9539 lschaaf cit oft bee.or 3 Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Monday, February 23, 2015 3:55 PM To: Lisa Schaaf Subject: Re: #5 -10th Place I discussed my emailed continents (to you, Ed/Courtney and Tom) on the 16th. I discussed the remaining comment with Ed on the 17th, after our 111 Lewis Ave. meeting with Joe Wilson and the two property owners. I just resent them to you and I'll call you shortly.. Downer On Mon, Feb 23, 2015 at 1:28 PM, Lisa Schaaf <lschaaf cit oft bee.or > wrote: Hi Downer, I cannot remember what you told me about the #5- 101h Place Detention Pond Modification plans. Courtney asked me and I drew a blank. I know you looked at them. Lisa L. Schaaf Administrative Assistant City of Tybee Island Planning and Zoning Office: 91Z.47Z.5033 Fax: 912.786.9539 lschaaf-@cityoftybee,or Att�tt#h#*}}*ttM�-k#i.-k*ir'F-k1-A-k*A-kk:k****ic*`�`=•��nr*t*kkkkx:Fk:tftee#k'k't+'+'f-+# I DAVIS ENGINEERING, INC. �T% RECEIVED PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.comt February 24, 2014 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: #5 10th Place Dear Ms. Otto: I have reviewed the plans 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. With the aforementioned condition and within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan should meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President ItAU6111150I] �-1 CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 02-25-2014 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 5 TENTH PL HOWARD LEVY 971 SPRINGDALE RD ATLANTA GA 30306 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2236 P $ 7,821.90 4-0006-18-018 $590,000.00 PERMIT #: 140124 I" METER TOTAL BALANCE DUE: $ 0.00 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. d. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybet.org DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus(@gmaii.com INVOICE January 26, 2015 Invoice #21401003 Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10`h Place The Levy Residence 10-17-14 1.0 hours @ $175/hour = $175 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE February 24, 2014 Invoice #21401001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10th Place The Levy Residence 01-15-14 1.00 hours Plan review 01-28-14 0.50 hours Final review 1.50 hours @ $175/hour = $262.50 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE May 29, 2014 Invoice #21401002 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10th Place The Levy Residence 03-03-14 n.c. prep for meeting 04-03-14 0.5 Comments for applicant on detention basin correction 05- -14 0.5 2"d site meeting w/Owner, Engineer and GC 05-14-14 0.25 Response to Engineer on basin maintenance baa 1.25 hours @ $175/hour = $218.75 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE February 24, 2014 Invoice #21401001 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10th Place The Levy Residence 01-15-14 1.00 hours Plan review 01-28-14 0.50 hours Final review 1.50 hours @ $175/hour = $262.50 MAYOR Jason Buelterman CITY COUNCIL Wanda Doyle, Mayor Pro Tem Barry Brown Jan Fox Bill Garbett Tom Groover Paul Wolff Petitioner: Description: Property Address: Zoning Action Requested: CITY OF TYBEE ISLAND Reshma Shah Johnson Front setback 5 Tenth Place Zoning Variance CITY MANAGER Diane Schleicher CITY CLERK Janet LeViuer CITY ATTORNEY Edward M. Hughes Following any required Public Hearing, the Mayor and Council of the City decided on the 14th day of March, 2013, to approve the application for a setback variance, to -wit: Granted P6titioner Planning and Zoning Wnager of Council Date r -3 Date 3)���I� Date //z-//& Date ^ ET BACKS R�L�UIRED �' 2' ,�ered FRONT L � , REAR �l SIDS �Y-�- Or, 2_1"" * 3r� �4,_UelS 0010 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31325-2749 (912) 786-4573 — FAX (912) 786-5737 www.cityoftybee.org C p A S T A L CIVIL ENGINEERING 210 EAST BAY STREET TEL 912. 232.9402 SAVANNAH, GA 31401 FAx 912.232.9403 Transmittal 14- 0 1 P-4 Attn: Downer Davis From: Tom Havens Firm: City of T bee Isiand Address: 403 Butler Avenue City/State/Zip: T bee Island, GA Date: 02/10/15 Job No: Copy to: Michael Johnson, Shah Architecture, elec Greg Hall, Groundworks Unlimited, elec Regarding: #5 -10th Place Detention Pond Modification Copies Date Description 3 2110115 2436 copies of site improvement plans with SC310 chambers, 2 of 2 Dear Downer: Please find attached the above referenced plans which have been revised in accordance with our discussion last week. We have responded to your comments as follows: 1) Recommend addressing sedimentation with a sump just upstream of the existing twin parallel PVC outfall pipe. We have added sumps in each of the proposed storm drain structures to ease maintenance on the system. 2) Notes will be added to advise that after removing the F.E.S. on the discharge of the upstream pipe, the invert of the upstream pipe will be raised if necessary. A note has been added at the FES connection point to this effect. 3) Storage below 5.5'88 datum (6,5' NAVD29) will not be counted towards meeting required storage. Noted, we have revised the plans to retain 1,971 CF minimum above elevation 5.5'. Calculations have been included on drawing 1, right side. 4) You are providing documentation of storage in the exact gradation to be used rather than using the 0.32 recommended in the CSS. The StormTech literature correlates to a void ratio of 0.40, and this has been used as an accepted value in the calculations. We have stipulated that the proposed material be tested to verify the void ration in the general notes, drawing 2. 5) Additional access ports will be added. These have been added. In addition, a detail sheet has been added that indicates model numbers for proposed items. If you have any questions regarding the project, or require any additional materials, please contact me at 912-232- 9402 or tom haven s(Qcoastalcivil.com at your convenience. We appreciate your assistance with this matter. Sincerely, /tt Tom Havens, PE Principal c:'dAaVortnsLLmn mal Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Friday, February 05, 2016 10:29 AM To: Lisa Schaaf, George Shaw Cc: Joe Wilson Subject: Re: 5 Tenth Place UG asbuilts I have reviewed the asbuilt submittal from Tom Havens for this underground stormwater detention facility. Prior to my review comments, I feel compelled to state that this is as complete and well organized an asbuilt submittal as I can remember reviewing in any of the local governments I've worked. Based on the information presented in the submittal, I offer the following comments: 1) It's my understanding that Joe Wilson or his designated DPW person will conduct a final inspection of the facility following the completion of all remaining work, including final stabilization, swale grading and landscaping. 2) A certification letter is needed with Tom's signed seal. The certification is to be that the installed facility meets the requirements of the plans, calculations, reports and all supporting information that the City's drainage and sitework related approvals were based on. 3) I did not find where the submittal reflected the differing stone materials used for void stabilization outside of the chambers. At the conclusion of the communications regarding this field change made without City approval, I advised that the Engineer was to reflect the changed stone on the asbuilts and acknowledge concurrence with this change or otherwise. 4) The Engineer's justification of slab loading over the chambers is acceptable to me. However, I'm unclear on the easement and maintenance impacts regarding this encroachment. It's my understanding that the rear slab supports the 2nd means of ingress/egress that I understand Tybee's code to require but not required by the residential building code that Tybee adopted and Chatham County enforces. If the slab, supporting the rear stairs, has to be removed for repairs to the stormwater storage system below it, this 2nd required exit for safety will not function. I defer on that issue to Tybee. It's my understanding there is no POA or HOA to maintain this subsurface stormwater storage system. In such cases, it's my understanding that property owner's have the joint and several, right, duty, responsibility and authority to maintain their drainage. This would include the rights of all of the upstream property owners (house to east and two duplexes further east) to remove this slab for needed maintenance. I recognize this is not proba..,e, but as it's probable, I call it LU the attention of the City and inform all that as this is not a drainage engineering issue, I do not plan to comment further on this unless requested. Tom's explanation of load bearing on the chambers and observation port locations is acceptable to me. I called Tom at both 912-232-9402 (office) and 912-660-2399 (cell) to allow Tom comment in the event I'd overlooked anything. Tom was out and I left messages. I'll gladly review further at the request of the City. Downer Davis, PE On Tue, Feb 2, 2016 at 5:49 PM, Downer Davis <dkdbus(agmail_com> wrote: As George is out this week, I'm reseeding to have Lisa in the loop. Downer ---------- Forwarded message ---------- From: Tom Havens <tomhavens coastalciviI.corn> Date: Tuesday, February 2, 2016 Subject: 5 Tenth Place UG asbuilts To: George Shaw <gshaw(d.)cityoftybee.org> Cc: Downer Davis <dkdbus(br gmail.com>, Greg Hall <gregL&groundworksunlimited.com>, Michael Johnson <michael(&shaharchitecture.com> Good afternoon George - Please find attached documentation for the close-out of the construction phase of the underground detention units at 5 10th Place, per our discussions last Friday. I've attached the record drawings, a letter addressing questions posed in the field, and supporting manufacturer's information referenced in the letter. If you need anything further from us, please do not hesitate to contact me at 912.660.2399 or reply by email. The project came out looking great, and is a major improvement over previous conditions on the lot! Sincerely, Tom Downer Davis (912) 695-7262 dkdbus(u�gmail.com Downer Davis 01 Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Friday, February 05, 2016 10:29 AM To: Lisa Schaaf, George Shaw Cc: Joe Wilson Subject: Re: 5 Tenth Place UG asbuilts I have reviewed the asbuilt submittal from Tom Havens for this underground stormwater detention facility. Prior to my review comments, I feel compelled to state that this is as complete and well organized an asbuilt submittal as I can remember reviewing in any of the local governments I've worked. Based on the information presented in the submittal, I offer the following comments: 1) It's my understanding that Joe Wilson or his designated DPW person will conduct a final inspection of the facility following the completion of all remaining work, including final stabilization, swale grading and landscaping. 2) A certification letter is needed with Tom's signed seal. The certification is to be that the installed facility meets the requirements of the plans, calculations, reports and all supporting information that the City's drainage and sitework related approvals were based on. 3) I did not find where the submittal reflected the differing stone materials used for void stabilization outside of the chambers. At the conclusion of the communications regarding this field change made without City approval, I advised that the Engineer was to reflect the changed stone on the asbuilts and acknowledge concurrence with this change or otherwise. 4) The Engineer's justification of slab loading over the chambers is acceptable to me. However, I'm unclear on the easement and maintenance impacts regarding this encroachment. It's my understanding that the rear slab supports the 2nd means of ingress/egress that I understand Tybee's code to require but not required by the residential building code that Tybee adopted and Chatham County enforces. If the slab, supporting the rear stairs, has to be removed for repairs to the stormwater storage system below it, this 2nd required exit for safety will not function. I defer on that issue to Tybee. It's my understanding there is no POA or HOA to maintain this subsurface stormwater storage system. In such cases, it's my understanding that property owner's have the joint and several, right, duty, responsibility and authority to maintain their drainage. This would include the rights of all of the upstream property owners (house to east and two duplexes further east) to remove this slab for needed maintenance. I recognize this is not probable, but as it's probable, I call it to the attention of the City and inform all that as this is not a drainage engineering issue, I do not plan to comment further on this unless requested. Tom's explanation of load bearing on the chambers and observation port locations is acceptable to me. I called Tom at both 912-232-9402 (office) and 912-660-2399 (cell) to allow Tom comment in the event I'd overlooked anything. Tom was out and I left messages. I'll gladly review further at the request of the City. Downer Davis, PE On Tue, Feb 2, 2016 at 5:49 PM, Downer Davis <dkdbusCa gmaiI.com> wrote: As George is out this week, I'm resending to have Lisa in the loop. Downer ---------- Forwarded message ---------- From: Tom Havens <tomhavens coastalcivil.com> Date: Tuesday, February 2, 2016 Subject: 5 Tenth Place UG asbuilts To: George Shaw <gshaw(&cityoft. bee.org> Cc: Downer Davis <dkdbusRgmaiLcom>, Greg Hall <greg(a groundworksuntimited.com>, Michael Johnson <michael(o-,)shaharchitecture.com> Good afternoon George - Please find attached documentation for the close-out of the construction phase of the underground detention units at 5 10th Place, per our discussions last Friday. I've attached the record drawings, a letter addressing questions posed in the field, and supporting manufacturer's information referenced in the letter. If you need anything further from us, please do not hesitate to contact me at 912.660.2399 or reply by email. The project came out looking great, and is a major improvement over previous conditions on the lot! Sincerely, Tom Downer Davis (912) 695-7262 dkdbus(cr =ail.com Downer Davis 2 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE January 26, 2015 Invoice #21401003 Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 214010 #5 10th Place The Levy Residence 10-17-14 1.0 hours @ $175/hour = $175 This invoice was for a meeting on 1017-14, 0�p @ S�)O'� te&c x-e— 4 CREScheck Software Version 4.5.0 NJ( Compliance Certificate Project Title: Levy Residence Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg. faces 0 deg. from North Glazing Area Percentage: 15% Heating Degree Days: 1$51 Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: #5 10th Place Michael Johnson Tom Beytech Tybee Island, GA Shah Architecture Fist City Enterprises 0.340 PO Box 10226 Si 0.28 Savannah, GA 31412 912-447-3601 Orientation: Front michael@shaharchitecture.com Compliance: Passes using UA trade-off Compliance: 21.4% Better Than Code Maximum UA: 914 Your UA: 718 Maximum SHGC: 0.30 Your Si 0.27 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. Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall 770 20.0 0.0 30 Orientation: Front Window 1: Vinyl Frame:Double Pane 25 0.340 9 Si 0.28 Orientation: Front Window 2: Vinyl Frame:Double Pane with Low -E 35 0.340 12 Si 0.28 Orientation: Front Window 3: Vinyl Frame:Double Pane with Low -E 25 0.340 9 Si 0.28 Orientation: Front Window 4: Vinyl Frame:Double Pane with Low -E 77 0.340 26 SHGC: 0.28 Orientation: Front Window 5: Vinyl Frame:Double Pane with Low -E 18 0.340 6 Si 0.28 Orientation: Front Door 1: Glass 34 0.340 12 Si 0.22 Orientation: Front Door 2: Glass 34 0.340 12 Si 0.22 Orientation: Front Door 3: Solid 21 0.150 3 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall 720 20.0 0.0 37 Orientation: Left Side Window 6: Vinyl Frame:Double Pane with Low -E 19 0.340 6 Si 0.28 Orientation: Left Side Window 7: Vinyl Frame:Dcuble Pane with Low -F 19 0.340 6 Project Title: Levy Residence Roport date: 12/11/13 Data filename: S:IJobs1201212012-013 SA LevyUsc\Rescheck.rck Page 1 of 7 SHGC: 0.28 Orientation: Left Side Window 8: Vinyl Frame:Double Pane with Low-E 6 D.340 2 SHGC: 0.28 Orientation: Left Side Door 4: Glass 34 0.340 12 SHGC: 0.22 Orientation: Left Side Door 5: Solid 17 0.150 3 Orientation: Left Side Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall 720 20.0 0.0 36 Orientation: Right Side Window 9: Vinyl Frame:Double Pane with Low-E 26 0.340 9 SHGC: 0.28 Orientation: Right Side Window 10: Vinyl Frame:Double Pane with Low-E 26 0.340 9 SHGC: 0.28 Orientation: Right Side Window 11: Vinyl Frame:Double Pane with Low-E 18 0.340 6 SHGC: 0.28 Orientation: Right Side Window 12: Vinyl Frame:Double Pane 18 0.340 6 SHGC: 0.28 Orientation: Right Side Door 6: Solid 17 0.150 3 Orientation: Right Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall 934 20.0 0.0 SO Orientation: Back Window 13: Vinyl Frame:Double Pane with Low-E 6 0.340 2 SHGC: 0.28 Orientation: Back Window 14: Vinyl Frame:Double Pane with Low-E 15 0.340 5 SHGC: 0.28 Orientation: Back Window 15: Vinyl Frame:Double Pane with Low-E 15 0.340 5 SHGC: 0.28 Orientation: Back Window 16: Vinyl Frame:Double Pane with Low-E 15 0.340 5 SHGC: 0.28 Orientation: Back Window 17: Vinyl Frame:Double Pane with Low-E 15 0.340 5 SHGC: 0.28 Orientation: Back Door 7: Solid 17 0.150 3 Orientation: Back Floor 1: All-Wood Joi stlTruss: Over Unconditioned Space 1005 25.0 0.0 38 Floor 2: Slab-On-Grade: Unheated 275 0.0 287 Insulation depth: 0.0' Ceiling 1: Cathedral Ceiling:All insulation air impermeable 2000 0.0 30.0 64 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 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 7ii 4 L-5 Name - Title Signature Date Project Title: Levy Residence Report date: 12/11/13 Data filename: &Uobs1201212012-013 SA LevylMisclRescheck.rck Page 2 of 7 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg, faces 0 deg. from North Glazing Area Percentage: 15% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Cathedral Ceiling:Ali insulation air impermeable, R-30.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-20.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-20.0 cavity insulation Comments: ❑ Wall 3: Wood Frame, 16" o.e.:Not Attic Kneewali, R-20.0 cavity insulation Comments: ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-20.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled Ll -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Vinyl Frame:Double Pane with Law -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5: Vinyl FramwDoub€e Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Levy Residence Report date: 12/11/13 Data filename: 8:1Jobs1201212012-013 SA Levy1N€isc\Rescheck.rck Page 3 of 7 Comments: ❑ Window 7: Vinyl Frame:Double Pa ith Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled LI -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11: Vinyl Frame:Double Pane with Law -E, LI -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: ##Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12: Vinyl Frame:Double Pane, U -factor: 0.340, SHGC: 0.28, For windows without labeled 1 -1 -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15: Vinyl Frame:Double Pane with Law -E, 1 -1 -factor: 0.340, SHGC: 0.28, 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: 0.340, SHGC: 0.28, 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, LI -factor: 0.340, SHGC: 0.28, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U -factor: 0.340, SHGC: 0.22, Comments: ❑ Door 2: Glass, U -factor: 0.340, SHGC: 0.22, Comments: Project Title: Levy Residence Report date: 12/11/13 Data filename: S:Uobs1201212012-013 SA Levy\MisclRescheck.rck Page 4 of 7 Q' D o o r 3 : S o l i d , U - f a c t o r : 0 . 1 5 0 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 4 0 , S H G C : 0 . 2 2 , C o m m e n t s : Q' D o o r 5 : S o l i d , U - f a c t o r : 0 . 1 5 0 C o m m e n t s : Q' D o o r 6 : S o l i d , U - f a c t o r : 0 . 1 5 0 C o m m e n t s : Q' D o o r 7 : S o l i d , U - f a c t o r : 0 . 1 5 0 C o m m e n t s : F l o o r s : Q' F l o o r 1 : A l l - W o o d J o i s t ( T r u s s : O v e r U n c o n d i t i o n e d S p a c e , R - 2 5 . 0 c a v i t y i n s u l a t i o n C o m m e n t s : F l o o r i n s u l a t i o n i s i n s t a l l e d i n p e r m a n e n t c o n t a c t w i t h t h e u n d e r s i d e o f t h e s u b i l l o o r d e c k i n g . Q' F l o o r 2 : 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 : 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 : Q' 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 t 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 l 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 . Q' A c c e s s d o o r s s e p a r a t i n g c o n d i t i o n e d f r o m u n c o n d i t i o n e d s p a c e ( e . g . , a t t i c , u n c o n d i t i o n e d b a s e m e n t s a n d c r a w l s p a c e s ) a r e w e a t h e r - s t r i p p e d a n d i n s u l a t e d ( w i t h o u t i n s u l a t i o n c o m p r e s s i o n o r d a m a g e ) . W h e r e l o o s e f i l l i n s u l a t i o n e x i s t s , a w o o d f r a m e d o r e q u i v a l e n t b a f f l e i s i n s t a l l e d t o m a i n t a i n i n s u l a t i o n a p p l i c a t i o n . R e q u i r e d i n s u l a t i o n v a l u e s a r e a s f o l l o w s : ( 1 ) H i n g e d v e r t i c a l d o o r s h a v e a m a x i m u m U - F a c t o r o f U - 0 . 2 ( R - 5 m i n i m u m ) ( 2 ) H a t c h e s / s c u t t l e h o l e c o v e r s h a v e a m a x i m u m U - F a c t o r U - 0 . 0 5 ( R - 1 9 m i n i m u m ) ( 3 ) P u l l d o w n s t a i r s h a v e a m a x i m u m U - F a c t o r o f U - 0 . 2 0 w i t h a m i n i m u m o f 7 5 p e r c e n t o f t h e p a n e l a r e a h a v i n g R - 5 m i n i m u m i n s u l a t i o n Q' W h e r e a i r p e r m e a b l e i n s u l a t i o n e x i s t s i n v e n t e d a t t i c s , b a f f l e s a r e i n s t a l l e d a d j a c e n t t o s o f f i t a n d e a v e v e n t s . A m i n i m u m o f a 1 - i n c h o f s p a c e i s p r o v i d e d b e t w e e n t h e i n s u l a t i o n a n d t h e r o o f s h e a t h i n g a n d a t t h e l o c a t i o n o f t h e v e n t . T h e b a f f l e e x t e n d s o v e r t h e t o p o f t h e i n s u l a t i o n i n w a r d u n t i l i t i s a t l e a s t 4 i n c h e s v e r t i c a l l y a b o v e t h e t o p o f t h e i n s u l a t i o n . Q' M a s o n r y , s i t e - b u i l t f i r e p l a c e s h a v e g a s k e t e d d o o r s a n d o u t d o o r c o m b u s t i o n a i r . Q' A u t o m a t i c o r g r a v i t y d a m p e r s a r e i n s t a l l e d o n a l l o u t d o o r a i r i n t a k e s a n d e x h a u s t s . A i r S e a l i n g a n d I n s u l a t i o n : Q' B u i l d i n g e n v e l o p e a i r t i g h t n e s s c o m p l i e s w i t h a p o s t c o n s t r u c t i o n b l o w e r d o o r t e s t r e s u l t o f l e s s t h a n 7 A C H a t 5 0 P a s c a l s . T e s t c o n d u c t e d b y a c e r t i f i e d D u c t a n d E n v e l o p e T i g h t n e s s ( D E T ) v e r i f i e r . M a t e r i a l s I d e n t i f i c a t i o n a n d I n s t a l l a t i o n : Q' M a t e r i a l s a n d e q u i p m e n t a r e i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . Q' M a t e r i a l s a n d e q u i p m e n t a r e i d e n t i f i e d s o t h a t c o m p l i a n c e c a n b e d e t e r m i n e d . Q' M a n u f a c t u r e r m a n u a l s f o r a l l i n s t a l l e d 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 a n d s e r v i c e w a t e r h e a t i n g e q u i p m e n t h a v e b e e n p r o v i d e d . Q' I n s u l a t i o n R - v a l u e s , g l a z i n g U - f a c t o r s , a n d c o o l i n g e q u i p m e n t e f f i c i e n c y a r e c l e a r l y m a r k e d o n t h e b u i l d i n g p l a n s o r s p e c i f i c a t i o n s . D u c t I n s u l a t i o n : Q' S u p p l y d u c t s i n a t t i c s a r e i n s u l a t e d t o a m i n i m u m o f R - 8 . A l l o t h e r d u c t s i n u n c o n d i t i o n e d s p a c e s o r o u t s i d e t h e b u i l d i n g e n v e l o p e a r e i n s u l a t e d t o a t l e a s t R - 6 . D u c t C o n s t r u c t i o n a n d T e s t i n g : Q' B u i l d i n g f r a m i n g c a v i t i e s a r e n o t u s e d a s s u p p l y o r r e t u r n d u c t s . A l l s u p p l y a n d r e t u r n d u c t s a r e l i n e d w i t h m e t a l , f l e x d u c t , d u c t b o a r d o r o t h e r m a t e r i a l a p p r o v e d i n s e c t i o n M 1 6 0 1 o f t h e I R C . Q' W i t h o u t e x c e p t i o n a l l c l o s u r e s y s t e m s h a v e m a s t i c a p p l i e d t h a t i s a t l e a s t 2 m m ( 0 . 0 8 i n c h e s ) t h i c k . A l l j o i n t s a n d s e a m s o f a i r d u c t s , a i r h a n d l e r s , f i l t e r b o x e s a r e s u b s t a n t i a l l y a i r t i g h t b y m e a n s o f t a p e s , m a s t i c s , l i q u i d s e a l a n t s , g a s k e t i n g o r o t h e r a p p r o v e d c l o s u r e P r o j e c t T i t l e : L e v y R e s i d e n c e R e p o r t d a t e : 1 2 / 1 1 / 1 3 D a t a f i l e n a m e : S : I J o b s 1 2 0 1 2 1 2 0 1 2 - 0 1 3 S A L e v y l M i s c \ R e s c h e c k . r c k P a g e 5 o f 7 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 an ittings are mechanically fastened. Crimp joints for r metal ducts have a contact lap of at least 1 112 inches and are fastened witr, u minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. 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). F -i All ducts and air handlers are located within conditioned space. Temperature Controls: Where the primary heating system is a forced air-fumace, 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. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an ontoff heater switch. D Pool heaters operating on natural gas or LPG have an electronic pilot light. F -i Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. ❑ Healed swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 50% of the heating energy is from site -recovered energy or solar energy source. Lighting, Power, Mechanical Requirements: FI A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancylvacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage — 15 (d) 50 lumens per watt for lamp wattage > 15 and — 40 (e) 60 lumens per watt for lamp wattage a 40 ❑ Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. F1 Central HVAC system does not use electric resistance as the primary heat source. Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: F1 Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement `c'). Project Title: Levy Residence Report date: 12/11/13 Data filename: S:IJobs1201212012-013 SA LevylMisclRescheck.rck Page 6 of 7 Certificate: A permanent certificate is prole i or in the electrical distribution panel or air handler g the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. fhe certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO rIELD: (Bui)ding Department Use Only) Project Title: Levy Residence Report date: 12/11/13 Data filename: 5:1Jobs1201212012-013 SA Levy\Misc\Rescheck.rck Page 7 of 7 ' 2011 Georria State LVJ Minimum Energy Code Ceiling / Roof 30.00 Wall 20.00 Floor/ Foundation 25.00 Ductwork (unconditioned spaces): Window 0.34 0.28 Door 0.34 0.22 CFM50 Total Conditioned Volume ACHsa DIET Verifer (Name/Phone) CoolingHeating & Heating System: Cooling System: Water Heater: Heating Load Sensible Cooling Load Latent Cooling load Total Air Handler CFM Load Calcs by (Name/Phone) Test Type (PCO, PCT, RIT) CFM21 Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional: Date: Comments: "{ Savannah Area GIS r;; 1. . { X. ; r �f1 t'{ " 1:2,400 Feet frti �7+ 0 100 204 { All; Al5 A-Insidethe Chatham 100 year Flood 13 County A21;A25 Zone, w/ no BFE establ ished Interstates Labels - S�---A30;A31;A35; i Free Ways � ' A85; A81 AE Floodway - Labels t A63 Inside a Regulatory US Highways -- A40;A41;A44; ® Floodway, with Labels A45 BFE established A50; A 51 VE- Inside the .. r ' •-�' f - � - A60; A61; A62; 140 year Flood ' A64 Zone w/ Velocity e i , tri ElHazardw! BFE yam- ' , + A70;A71; estaWi5hed Parcels ~� rX 500 -Inside AE- Inside the F-1 the 500 year 100 year Flood Flood Zone Zone, wl Base 1 r - X -Outside the L- , .F 11 ' 1(Jfif1 Eat Elevati (BFE) on I—I 500 year Flood 4 established �J Zone -1_ Owner: LEVY HOWARD & FAITH* PIN: 4-0006-18-018 r Property Address: 10TH PL Zoning: R-2 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 1 Commissioner Code: 4 Patrick K. Farrell Phone: 912-355-6699 Voting Precinct: 4-11C Elementary School: HOWARD � Middle School: COASTAL High School: ISLANDS Zip Code: 30306 Neighborhood Code: 20213 ;jyfiF�+�a� f Calculated Acreage: 0.10876506 Land Value: 189100 1`� r Building Value: r { Reapestate Value: 189100 1 i Sale Price: 192000 11 r+~ +' + Sale Month: 07 tir d % r Safe Day: 22 Sale Year: 2011 Legal Description: LOTA SUB OF THE E PT OF LOT Property Card: Board of Assessors Chatham County Board of Assessors: 2013 Property Record Card 4-0006-18-018 2013 Chatham County Board of Assessors Property Record Card APPRAISER LETEH LOT A SUB OF THE E PT OF LOT 65 WD 4 TYBEE SMB 33S 40.11 ac SMB LAST INSP 10/04/2010 39S54 APPR 000008 ZONE SALES BOOK/ INS VI OU RSN PRICE PAGE 22 Jul 371 D 422 WD V U FS 192,000 2011 GRANTOR:DARBY BANK & TRUST CO GRANTEE.LEVYHOWARD & FAITH* 01 Dec 3570 522 NA V U FC 354,000 2009 GRANTOR.REEVEHOWARD D GRANTEE:DARBY BANK & TRUST CO 28 Feb 283Z 0227 WD I Q QX 2,000,000 2005 GRANTOR:BEYNART KAY M ET AL GRANTEE.REEVEHOWARD D Page 1 of 1 4-0006-18-011 10TH PL TYBEE ISLANE LEVY HOWARD & CAMA ASMT -- FAITH* 189,100 189,100 LAND 917 SPRINGDALE RD ATLANTA GA 30306 BLDG f O BXF [ 189,100 189,100 Cast - MS PERMITS TYPE DATE AMOUNT MIO 050443 CC 20 Nov Issued: USE 2007 [Click for 050443 20 Nov Issued NBHD 2007 T213 TYBEE awrrr www COMMENTS: 12 Aug 2011 *TY12 SURVS 04 Mar 2010 TY2010 RET VAL ENT 02 Mar 2009 TY09 RET VAL ENT NJV 3 CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD 020213.00 T213 TYBEE BTL BEACH EXEMPTIONS HISTORY LAND IMPR TOTAL 2012 189,100 189,100 Cama 2011 189,100 189,100 Cama 2010 399,400 399,400 Cama 2010 399,400 399,400 Cama 2009 399,500 399,500 Over 2008 614,500 614,500 Cama 2007 614,500 614,500 Cama 2006 597,500 597,500 Cama 2-09 23 Jan 2006 2006 NEW PIN; SPLIT OUT OF 4-6-18-1 SMB 33S 40 1123106 PL LAND ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE .ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKTVALUE 109856 RESIDENTIAL V L 0 0 4,727.00 -SF 40.00 R2 189100 ittp:l boa.chathamcounty.org/DesktopModules/ChathamCountylBoardofAssessorslPropertyRecordCard.asp... 1/14/2014 Dianne Otto From: Dianne Otto Sent: Tuesday, January 14, 2014 11:10 AM To: Jimmy C. Brown Cc: Jerris Bryant Subject: 5 Tenth PI. Attachments: Untitled_20140114_110639_001.pdf aid r fls s Jimmy - Please send a letter out to the owners, utilities, Chatham County, etc. for the address of PIN 4-0006-18-018. The County has "10TH PL" as the address. I believe this will be 5 Tenth Place. A permit is being issued to build a new single-family there. Please let me know if that is not correct. The owners' mailing address is: HOWARD & FAITH LEVY 971 SPRINGDALE RD ATLANTA GA 30306 Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 -----Original Message ----- From: Administrator Sent: Tuesday, January 14, 2014 11:07 AM To: Dianne Otto Subject: Scan from a Samsung MFP Document sent to you using a Samsung MFP I RECEIVED The red line is an approximation of the Shore Protection Act jurisdiction line that was requested on behalf of the property owners of #5 loth Place. Any project seaward of the red line (SPA JD LINE) would require authorization from the state. 2/17/14 site visit Required submittals, CITY OF TYBEE ISLAND Application for a Now Construction Permit P_0. Box 2749. 403 Butter Ave., Tybee Island, GA 31328 Phone 912.472.5030 - Fax 912.786.9539 pages 1 – 7 of permit application 2 sets building plans 7 1 copy RES check or CO Mcheck Coe. e d f r 1 copy certified survey showing existing ground elevations, flood zone(s), and trees n$250 sets certified hydrology, drainage and erosion control plans plan deposit (wig be forfeited if protect is abandoned) check # i o Z o -2— Street address #5 10th Place NAME PIN # 4-0006-18-018 MAILING ADDRESS PHONE Owner Howard & Faith Levy 971 Springdale Rd. Ati. Ga. 30306 Home: 404"370-0370 ❑ Duplex ❑ Here Architect Office: 912-447-3601 or Engineer Shah Architecture --T1207 PO Box 10226 Savannah, Ga 31412 cep. 543-384-0161 Contractor First City Enterprises US Hwy 80 Tybee 1s. Ga 31328 Offfe: 912-507-8026 Cell: Check at/ that apply: New Construction ❑ Other El Commercial ❑ Residential [ Single Family ❑ Duplex ❑ Multi -Family units Details of project: Construction of a new single family residence on the empty lot located on #5 10th Place, Estimated cost of construction: $ $590,000 Acopy ofthe contract may berequested, Construction type: 1 (seleet appropriate number below) 1. wood frame 3. brick veneer 5, steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 4,685 sq. ft. # buildings 1 # units 1 # floors 2 above grade) # bedrooms 4 # bathrooms 3.5 # of egresses _ 2 An elevator is not an accepted means of egress, Height 35' Vertical distance is measured from the average adjacent grade of the lot to the extrerne high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances, Total heated/coolest square footage 2,236 Ftaorl Zone AE (AF or VE) Base Flood Elevation 13' Design Flood Elevation (BFE + 1 -foot) 14' As -built setbacks: Front 20 l --1 1 ear 25' Sides (L) 10' (R) 10' 1(Q r:0.n c e. Total driveway(s) width 40` feet # of openings Culvert? Swale? - Number of off-street parking spaces 2 Number of trees to be removed 0 A separate tree removal permit is required. z2imv During construction on-site restrooms will bovided byOf.]1�A� Construction debris will be disposed by COat) 0=by means of SA DO� Section 22-169 -- When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore pr-otection, and wetland ordinances, FEMA regulations, and ail other applicable codes and regulations. I understand a foundation survey and certification tetter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation } 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how storm tivater naturally flowed on the property prior to any development activity, and what changas in stormwater flow will occur, A permit normally requires 7 to 10 business days to process. Signature of applicant- ����� Date: 1z 2d Z� Printed name. 9l;S-E-W�}��{-N- off /L�d1�. ` O .13 �a a The following will be cornptefed by City of Tybee island personnel Zoning District Flood Zone � BFE DFE I Approved zoning action?S ` S'LQL�`1 �� r r? ru e.� A rJ p r•_1 Ve-C-4 3 Verified street address New r Existing If new, has it been reported to rAPC, CRC, etc ? Number of egresses? Average adjacent grade feet [Drainage and Eros ion Control plans approved? Approval Building Official Water/Sews r Public Works Fire Chief Planning & Zoning t a 13 -2- c� o Va1�v "IPermit FEES I (ca -3 Inspections to 9 1 I Water Tap I 3-. 4O CC Recovery 4 J o =� I Sewer Stub 5So Aid to Construction a3 (o Engineering COP: e 6 I n fl Plan deposit refund TOTAL �} nn j( . lO 'd-1 The following deficiencies are the most common 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 most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Shc — Sediment Harrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Seditnant Contra! in Georgia, which is available at: hftp:lhvww.aaswcG.orcldocsifleid rnan gl 4edndf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O, Box 8024, Athens, Georgia, 30603, The telephone number is 706.542,3065. Their website is: http:1lgaswcg,gg2Lgi;a aoy/, Also see pages 9 through 12 of this packet. Attention to the Construction Frit is not limited to the installation, but must also include the material, Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first ane 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, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines_ 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer Fe6mary 2013 SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Printed name: Date: 1Z- CITY OF TYBEE ISLAND P.O. Box 2749 - 403 Butter Ave., Tybee Island, GA 31328 Phone 912,472.5030 • Fax 912.786,9539 "=n - Water Tap and Sewer Stub Application Street address of project # 5 10th Place Plumbing company Plumbing contact person & phone numbers o CQK Name of property owner(s) Howard tar Faith Levy Phone numbers of property owner(s) 404-370-0370 otfios ," Details of project New Single family residence on vacant lot Residential x Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps 6ize of Stubs Size 3/4" 1 4" 1-112' W 2" Unauthorized use of water prior to instaltation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a waterlsewer account with the City. An application and deposit are required. Contact 912.472. 5. Signature of owner. I L, Printed name: _'d�tJtt ✓ ( t-/ Signature of contractor: Printed name: f 1 {;, Alp— ?JJ ?JJ qk Ise 4 Date: Date: t� Street address of project: CITY OF TYBEE [SLAND Temporary Electrical Service ATfldaylt #5 10th Place This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned 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 Tybbee Island prior to tha strrgcture being furnished and/or occupied. The owner and contractor are 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 may be revoked as circumstances dictate. ALL electrical wiring, service included, Means shall be provided to disconnect all must be COPPER. NO aluminum alloyed. conductors from the service entrance conductors. Section -9-050(B) NEC 230. i0 State Energy Code Affidavit 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 he required at project completion. It is understood and agreed by the undersigned owner 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 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 whlch may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. FI QSignature of owner: Vll� Printed name: I (J[I u Signature of contractor�M Printed name: Date' 3 Date: SubcontregIQ L&I ,t, Street address of project: � '�" PLAC-Q- Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. . Company U Business type 4 �J�. Address b Contact person 2. Company Am L4)� Address Contact person I Compam Address Contact p 4. Company MA R. I A/ a&tg2k- I sq-.� Address Contact person _EJK) At Cell number 1 111-01- Office number Businesstype Cell number Office number Business type 6"&i— Call number Office number Business type Cell number Office number 5. Company Business type Address Cell number Contact person Office number 6. Company Business type Address Cell number Contact person Office number Attach additional sheets if needed. 7 A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS 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 separate 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. Will the proposed project at #5 loth Place require an infrastructure alteration permit? street address of project [] Yes [ No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any 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 t will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: Printed name: 1 ^ �, 3 , Date: i 2jf, 1-3 IRF M __ - I ___ , - - 7 This will certify that the provisions relative to Georgio Code Section 15-6-67(d) do not require approval of this plot .2 wow by any governing authority prior to the recording with the Sanitary Sewer 0/k Clerk of Superior Court. No Active Row Observed 0 Frame 9.39 Z ChZ Q 9.3 �9F OAX -4,7 QAt 4r <7AE SSMH Q014 oft () 8FEZone 12t..0 Zone AE S ting e BFE 13.0 ok 0/Y4 e Benchmark CNail in Power Pole IQAt Elev. 10.03 NAVD88 9.4 PKF PP Jay Kaminsky, Et. A PIN 4-0006-18-013 Portion of Lot 65 815 3/4" iron Pipe Found ;PC red7ce 100.,2j 5.9 Dorothy C. Long PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 D; 1%. 12 0 4�1. .4 ZI ok 0 10 20 30 Graphic Scale I = 10' o 00 1 (C M1 I il 06.7 ONZrl On a. ret, STATE LAW REQUIRES 00 4 < 7D 3 ., - - . f-- - o6 72 HRS. NIT{ 'E TICE 4. CF% 0 -0 4 09 &2 0 V6 4. X%% 1-800-282-7411 J� as4 2 < 4X < <7 4 b gAX a? 4 00O"t0 < 0 4' < 7.8 4 Z9 < 4 A/Grate Inlet. 'rame 7.95 A IE S.W 4 Z9 < 4 < e X /4 4 < A J Z 4 < 4 .x8.8. < < 04 Grate Inlet Frame 7.00 4P UP Ch 0 AX 01 AM %7 %V Z9 Ze/ IRF at AVERAGE ELEVA 1XiOt �. 4. q At I OWMI 7.9 611 Properties, LLC PIN 4-0006-18-011 Lot 7 Subdivision of Front Lot 66 Legend Abbreviations DB Pg. SMB Pg. Deed Book / Poe Subdivision Map Book / Page CMF Concrete Monument Found PKF PIC Nail Found IRF B2LT, LLC 25.0& ef Property Identification Number R/W PIN 4-0006-18-019 ;5 Defenter IE 5.23 77 Lot 8 CC, CO P012d E &SO X X - Fence Line Property Una as. Building Setback Una - - - - - - - - - - Easement Una .5 /Z OHL - Overhead Lines 10' Drainage Easement 1'"LE,! j�4 .,V, "4A%L_ mcr r (5' Each Side of Line) SMB 39-S, Pg. 54 UP Ch 0 AX 01 AM %7 %V Z9 Ze/ IRF at AVERAGE ELEVA 1XiOt �. 4. q At I OWMI 7.9 611 Properties, LLC PIN 4-0006-18-011 Lot 7 Subdivision of Front Lot 66 Legend Abbreviations DB Pg. SMB Pg. Deed Book / Poe Subdivision Map Book / Page CMF Concrete Monument Found PKF PIC Nail Found IRF Iron Rebar Found PIN Property Identification Number R/W Right of Way NAVD88 North American Vertical Datum of 1988 IE Invert Elevation Unetypes X X - Fence Line Property Una Building Setback Una - - - - - - - - - - Easement Una OHL OHL - Overhead Lines SS SS Sanitary Sewer Una S S Storm Drain Una Symbols 0 PP Power Pole / Utility Pole 0 WV Water Valve ODSSMH Sanitary Sewer Manhole * LP Light Pole so GI Grate Inlet X 7.7 Spot Elevation (Ground) * 7.77 Spot Elevation (Pavement) 14 To the best of my knowledge and belief, this plot is a correct representation of the land platted, and has been prepared in conformity with the minimum technical standards and requirements of low. Yawn Land Surveys, LLC Dole E. Yawn, R.L.S. 24 Island Creek Lane Savannah, Go. 31410 912-897-6307 yown251 04bellsouth.net Surveyor's Notes I The elevations shown are based on 'a 'I (NAVD88 Datum. 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a flood hazard area as depicted thereon. (Community Panel No. 13051CO326F, Effective Date: 9/26/08, Zone AE, Base Flood Elevation 12.0 and 13.0.) The flood hazard line as shown was taken graphically from sold map, and has not been verified in the field by this Surveyor. 3. Only aboveground, readily visible structures and utilities were located for this survey. We Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non-visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are based on a record plot prepared by others. (See Reference 1). The line along Tenth Place was held as the Basis of Bearings. 6. The field data upon which this plot is based- hos -o closure-prec4lon-.a. I_Joot.Jn_.. 17,112 feet, an angular error of 12 seconds per station, and was adjusted with the compass rule. The plot has been check for closure, and has been found to have a closure precision of I foot in 50,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that form the basis of the plot. Reference 1. Plot -recorded at SMS -313-S. Pg. 54. - 2. Deed recorded at D9 371-D, Pg. 422. Property Information Street Address: 10th Place Current Zoning: R-2 Tax Assessor's Property Identification Number. 4-0006-18-018 Total Lot Area- 4,685 Sq.Ft. 0.11 Ac. Boundary & Topographic Survey Lot A of a Subdivision of The Eastern 225 Feet of Front Lot 65, Ward No. 4 City of Tybee Island Chatham County, Georgia Prepared For Howard & Faith Lv4y Plot Date: December 7, 2012 -December 5. 2012 000 FG= -7.83± 6" 16 it 91- G EOTEXTI LE FABRIC 6"± NATIVE 4 #4 RECYCLED CONCRETE OR #57 DRAIN ROCK VOID RATIO -0.40 �STORM TECH SC-310 CHAMBER (39 TOTAL) INV=5.50 --i (--1 ' MIN AT SUBGRADE EDGES (SEE BELOW (UNCOMPACTED) FOR PERIMETER DISTANCES) DETENTION SECTION NO SCALE Sanitary Sewer No Active Flow observed ItI Frome 9.39 CMF ot/7 ':, Tose E SSiH �+!` ...,BFE 1 ,O .BFE 13,0 Ce .•.: Benchmark Nail in Feer Pole Elev. 10.03 PKF 95 x &1Coes ..r , '_. q.,_ .•:,��, 47 Jay Kaminsky, Et. AI. s, T.9 PIN 4-0006-18-013 Portion of Lot 65 N 1 g x A •.. `/ / exp„:. 10 5 0 10 INSPEMM PORT ! Y W/ GRATE TO (39) STORM TECH % FINISHED GRADESC--310 UNITS x AS ! ~` as (YP OF 14) /6 SD ' - - / F.` '" / ::.. FABRIC AROUND -`-► / .20 � � MANIFOLD / °f / CONNECT TOIXIST RCP Q s 7s / ,k` z; W/ CONCRETE COLLAR EXIST INV . s 22� REMOVE F.E.S. & RAISE A. ?J % 15"SD TO=5.23 ' r,�.3 (HISTORICAL) & BED WITH �n2s 34 !a . 7.7 DRAIN ROCK Y f, o 0 f,8"SD-17' PERFORATED HDPE W/ END CAPS SEE SECTION -' ABOVE 1.5 a �. 3 o 3s o NEW DROP INLET Dorothy C. Long 2x4 INTERIOR (2) 12" OUT -INV 5.9 / 9 '-w PIN 4-0006-18-010 1 12" TO SC-310—INV � � `y� :' Lot 6 Subdivision of Front Lot 66 1 18" !N -INV 5,11 ! .g 18 SD 27 7 50 / S-0.0025 PROVIDE D HDPE 2 DSTRUQEtMEIV'!' SUMP IN / DI WV ----4.44 / ! / 'IL j 611 Properties, LLC PIN 4-0006-18-011 Lot 7 Subdivision of Front Lot 66 1R' Drainage Easement 4 .,0.01 -, (5' Each Site of lane) ...:1 t1, / w , SMB 39—S, Fig. 4 f 15 SD -2p / PERFORATED HDPE S=0.0025 62LT, LLC PIN Lot 8--0006-18-019 2' MA MOPLAST r• / DROP INLET WITH DUCTILE IRON GRATE IRF .L INV=S•18 SD`~ TG=7.40 �-,PROVIDE SEDIMENT SUMP INS-SRUCTURE DI I =141 PLAN INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A•1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE I) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2• IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STQRMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. DETENTION BASIN STORAGE CALCULATIONS PER PREVIOUS CALCULATIONS ON FILE AT CITY OF TYBEE VOLUME REQUIRED=1,971 CF PROVIDED: SC 310 CHAMBERS 0 31 CF PER UNIT =3901=1209 CF 18" SD=27(3.14)(.75)2=48 CF 15" SD=20(30'14)(.625)2=25 CF 18"SD=17(3.14)(.75)2=30 CF 12"SD=15(3.14)(.5)2=12 CF 6"SD=13(2)(3.14)(.25)$=5 CF STRUCTURES=2(4)(2)+3.14(1)(2)=-22 CF DRAIN ROCK BEYOND SC --310 UNITS (PERIMETER): V=[1.5(1.83)53+1.0(1.83)26+2(1.83)30+2(20)1.83+1.83(1+2+1)17]0.4=200 CF VOLUME BETWEEN UNITS IN MANIFOLD AREA: V=6.23(2.33)(2.0).4=116 CF --PIPE SUBTRACT 12" AND 6" PIPE=116--(12+5)=99 CF VOLUME IN SC 310 END CAPS PER MANUFACTURER, EACH -=0.55 CF 26(.55)=14 CF SUBTRACT AREA BELOW 5.5' ELEV (BENEATH UNITS) V=(.5)(39)(7.1 x2.8)(.4)=155 CF (DEDUCT) NEW INFRASTRUCTURE= 1,509 CF EXISTING STORM DRAIN VOLUME: UTILITIES PROTECTION CENTER 15"SD (40+190)3.14(.625)2=282 CF CALL THREE WORKING HAYS (2)12 SD =(2)(100)(3.14)(.5)2=157 CF BEFORE YOU DIG STRUCTURES (4)(2)(2)(2)=32 CF THROUGHOUT GEORGIA 811 TOTAL PROVIDED=1,980 > 1.971 CF = OK N0. I DATE I REVISION I BY d z z � i3 9 .I t10 m �► W . � do F- C, tAIw 'boas ' x � I o `° W -- N W 0 0 •-- g; Gl tl3 Wi }.. o > N Cn W w (.D 0 N d DATE 02/10/15 JH TH DRAWING NUMBER 1 OF 2 z z � i3 9 .I CL W W Cr- W 0 < W OD 0 0�O1 � I o `° C� Gl tl3 Wi }.. o > < Cn W w (.D DATE 02/10/15 JH TH DRAWING NUMBER 1 OF 2 STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES r COVER ENTIRE ISOLATOR ROW WITH ADS GIEOSYNTHETICS 601T NON -WOVEN GEOTEXTIL.E 6'(1.5 m) MIN WIDE 12" (800 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PARTM SC310EPE1213 SC -310 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVEJOPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENTAND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.B. IF SEDIMENT IS AT, OR ABOVE, 3"(80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY I!) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT 1S AT, OR ABOVE, 3'(80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR: FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JEiVAC UNTIL BRCKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS,; RECORD OBSERVATIONS AND ACTION. STEP 4) INSPECT AND CLEAN 13ASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES I. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND MGM WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. xzT 80-310 END CAP LI -V V, t1 t, tIL t 1 V V N 1 illi rTYK WVG,Y EOT GEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS W (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS PAVtMEN 18" (450 mm) MIN WIDTH CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY WISOLID HINGED COVER OR GRATE CONCRETE SLAB �1r�.t1� PART# 2712AGION " J r:•% • .r �• SOLID COVER:1299CGC 8 (200 mm) MIN THICKNESS] ` �1 i• i7 GRATE:1299CGS ACCEPTABLE FILL MATERIALS: STORMTECH SC -310 CHAMBER SYSTEMS 10"(250 mm) ADS N-12 HDPE PIPE SC -310 CHAMBER MATERIAL LOCATIONDESCRIPTION LOAD RATING AASHTO MATERIAL CLASSIFICATIONS COMPACTION 1 DENSITY REQUIREMENT PEDESTRIAN FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'G' LAYER TO THE BOTTOM ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER 7001-110,216 PREPARE PER SITE DESIGN ENGINEER'S PLANS. ❑ OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT NIA PAVED INSTALLATIONS MAY HAVE STRINGENT PLANS/TAKE OFF) (MIN. MANUFACTURING GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR MATERIAL AND PREPARATION REQUIREMENTS. (5) ADAPTER MAY BE PART OF THE'D' LAYER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE 2401 DI 7001-110075 ANGLES VARIABLE ° 0. (18 mrn DESIGNED TAKING INTO CONSIDERATION LOCM. SOIL CONDITIONS, AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF Li INITIAL FILL: FILL MATERIAL FOR L.AYER'C GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, X35% A-1, A-2-4, A 3 MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN &'(150 mm) MAX 1 STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MiN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE W TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUAASHTO AS M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 57, 8, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9,10 NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE B Ei3 FROM THE FOUNDATION STONE ('A' CLEAN. CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' LAYER) LAYER) TO THE LAYER ABOVE. DISTRIBUTION ) UTION BETWEEN 3/4-21NCH (20-50 mm 3, 357, 4.467, $, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE:FILL BELOW (BOTTOM) DE UP HUp TO THE FOOT (BOT(B CLEAN. CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT OF THECHAMBER. DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) 3, 357, 4, 487, 5, 56, 67 SURFACE. 9 rL&Pzh ricrre: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2• STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. & WHERE INFILTRATION SURFACES MAYBE COMPROMISED SY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FIAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS- CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. .,lilt -+y ♦ 4 EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) ■"," YI"" .I"11"4�ir ,tl NO 8" (150 mm) 8' MIN 18° (2.4 m) `I (45D mm) MIN* MAX (405 mm) L DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER W (150 mm) MIN u 12" (300 mm) MLN END CAP SUBGRADE SOILS (150 mm) MLN 34" (885 mm) 12" (300 mm) TYP (SEE NOTE 8) NOTES: 1. 80310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 °STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F=2 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER ELECTION CHAMBERS", 2. SC -310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WAIL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS° TABLE ABOVE PROVIDES MATERIAL LOCATIONS. DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE "SITE DESIGN ENGINEER! REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESA AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. & THE SITE DESIGN EN13INEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE= WrIW CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 8. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS, T. ONCE LAYER'C' IS PLACED, ANY SOILIMATERLAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. C0 Q J J f° > > is o W z w � OLU Wir a N EY v a O O (/� U W 4� Q 0 o a W z i z a Div N o �a wE CO 186 IR aeJ a� Q ;01 WB w zw w� 55 R 5 NQ �0 h U _oy 0 Wo L R oQ 011 w Ka � Oq Qz m °o ow' Oco a C14 z pp o w Z�� oa On Zo � � res z o k� w O w� mWWN LUXm j6 LO g �Z La SHEET 1 OF 1 0 J w 4 4 0) w V_ C0s 3(�,� a) w 6 w N W W O 1- Ii wa rx (W W Wz 00 a� ¢� W� 3g a a5 O� 12 O 4 8 W� U o `° wi !3 WN O x 9 12 R `ao O ww q a za W °- 0_= N M 212 MOS Dau O n zo �gQ oW �Jo M2 .1� ow Zo ro a.o ztu W 10 0 zx 3M Z go �a SHEET 1 OF 1 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG X 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL LOAD RATING T DEPTH PER PIPE PEDESTRIAN MEETS H-10 (3) VARIABLE INVERT HEIGHTS MANUFACTURER 7001-110,216 STANDARD MEETS H-20 I AVAILABLE (ACCORDING TO RECOMMENDATION 7001-110-217 SOLID COVER MEETS H-20 PLANS/TAKE OFF) (MIN. MANUFACTURING 7001-110-218 DOME TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN. SUMP} (5) ADAPTER DROP IN GRATE GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE 2401 DI 7001-110075 ANGLES VARIABLE ° 0. (18 mrn DESIGNED TAKING INTO CONSIDERATION LOCM. SOIL CONDITIONS, 12" (300 mm) 13.51(343 mm) Li INGTO TO ACCORDING Q+ 0 TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, 1 PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX; SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED AVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS 11 MATERIAL AS DEFINED IN ATM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 2499CGP 7001-110,216 STANDARD MEETS H-20 I 2499CG8 1 7001-110-217 SOLID COVER MEETS H-20 24999GC 7001-110-218 DOME N/A 2499CGD 1 7001-110-219 DROP IN GRATE LIGHT DUTY 2401 DI 7001-110075 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50.05. STUB A B C THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY ESC MATERIAL 8130 VERONA AVE BUFORD, GA 30518 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE OM45 (200 mm) PHN (i"i0) 932-2443 N l� t" FAX (770 9322490 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFR{3M, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT 8Y SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 rlvlownsr +Imnlu nylopfast us com REVISED BY CCA DATE 0847-13 PROJECT NOJNAME TITLE 24 IN DRAIN BASIN QIHCK SPEC INSTALLATION DETAIL DWG SIZE A SCALE 1-40 SHEET 1 OF 1 0WG NO. 7001410.192 REV D SC -310 TECHNICAL SPECIFICATION NTS 9D.7" (2304 mm) ACTUAL LENGTH ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10* (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION 15.6" _ (396 mm) T 45.9" (1166 mm) 85A" (2169 mm) INSTALLED LENGTH 40 BUILD ROW IN THIS DIRECTION I START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 18.0" (406 mm) 1 34.0" (864 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2160 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.420) MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0,66 m3) WEIGHT 35.0 Ibs. (16.6 k9) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS i •r STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STLIRS AT TOP OF FNn CAP FOR CART NI 11u1RKaC FNnWel- WITW PART # STUB A B C SC310EPE06T / SC310EPE06TPC SC310EPE06B / SC310EPE06BPC 6" (150 mm) 9.6" (244 mm) 5.8 (147 mm W b (1 mm SC310EPE08T i SC31 OEPE08TPCg" SC310EPE08B / SC310EPE08BPC (200 mm) 11.9" (302 mm) 3 S" (89 MM) -"- 0.8" (15 mm) SC31DEPE10T / SC310EPE10TPC S0310EPE10B / SC31DEPEIOBPC 1Q• (250 mm) 12.7" (323 mm) 1• " (36 mm) 0. (18 mrn SC310EPE12B 12" (300 mm) 13.51(343 mm) Li 0.9" (23 mm) ALL .71 U=, tAlwtr 1 1 -UK 11t ZI3 ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310EPE128 THE 12"(300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB 80 THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL GENERAL NOTES ,.wwwwilr"..ww�Ir.�,r.r.rr"�.rwr1�■,�� ww.wwrrira,rwrrr�l,�wr♦ 1) Underground Stormwater Detention Units shall be SC -310 units as manufactured by StormTech, or approved equal. Units shall be installed per manufacturers recommendations, with the exception of an allowance to place units touching side -by --side at the base due to site constraints. 2) Geotextile fabric shall be non --woven ADS 601T or approved equal. 3) Rock or recycled concrete used for backfill and void space detention shall have a minimum void ratio of 0.40. The contractor shall provide a letter from a certified testing facility to verify the void ratio of material proposed. 4) The contractor shall exercise due care when working close to existing structures and those currently under construction. Any damage to surrounding improvements resulting from the execution of worm shown on these plans is the responsibility of the contractor. 5) The contractor shall coordinate with the owner regarding placement of sad, native plantings, or grass seed on top of the detention system once final grade has been met. No trees or parge shrubs shall be planted within the detention area. 6) The owner shall be responsible for the maintenance of the system as described in these plans. 7) Connection into the public storm water system shall be coordinated with the City of Tybee" 8) The contractor shall schedule his work to minimize the possibility of storm impact to the construction site. UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 811 BY Z O Q Z 0 W W 2 co u p �1i 6:5 CL00 O I Li I Q+ 0 1 I© Wyrr W V) WE 02/10 75 DRAWN qMCM � n� oRnw�o aur 2 � 2 , Oftantia Immol tvmmt:lvq f M 10 YT,3 TF -4044,4' Zlc) 71MADS OT Ira Mas fee it) an r. I alWai 2nAW),ni gbamud i. -.kin in Me, ncoeol-9 all 01nam, -,- (" 6 Tem+l. FI. L.evy OR it a FVWnlM �T ACLOTH 1 �5-aall dA�S- $OIL & SEDIM 14T CLOTH IN PLACI--�.�qr Mood 111mid Zom A. L"fi-A E t �3 �a taterlof Waios, woos de#4pW to L%w swiW7 ad a" of viltar, Re mechanictq 6quomat 0* WK";t f�i ter Woral. rjid balldt.'i rittm kskw JM 'Eff'Eff M 'Eff M 1111m "R-4 r SET HACKSIM) C>" 7 FRONT REAR SIDES AVMGE ELEVATIOIV.- Al I [10=7747U 717-7-7- �F -An Approved set of Plans Must Remain on Job site at All Times" 3 B tJ I L D I N G DATA B U I L D I N G A R EA 3 E; {� 1= ;:,,;.��, �� REVIEW i�i� �®D� i N� PROJECT INFORMATION , � � �, � � I Every efforthas been a to ent i code violations, n fight b he reviewer shall be c n rue sa h ....... ....r - o violate, Cance , a eta Ida PROJECT NAME: OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3 -- .::. £ , any applicable cod n o . The GROUND FLOOR: review and permit slti Id not b be eons rued THE LEVY RESIDENCE m as a warran rite ENCLOSED (CONDITIONED) : 278 SF pp i Asv ow . a •,:� ._ _i�-. : ; , f i l lid !+ :: x r PROJECT ADDRESS: MIXED OCCUPANCY: NO 259 SF t .i.• ; °t PATIO (CONC.):.STM.;¢°} } 4 SEPARATION: N/A<� AIR ::l.lx t .x �•. 1. z € : 'l 1. ., 23 73-6108 #5 10TH PLACE rN �....Box 102. TYBEE ISLAND, GA. -� CONSTRUCTION TYPE: V -B FIRST FLOOR: , F ' NTERIORI fG3RE t A } k A. ENCLOSED CONDITIONED): 1,262 SF DESIGN ,: E: MIXED CONSTRUCTION: NO SCREENED PORCH 272 SF p�. ; PROPOSED USE: r SPRINKLERED: NO i _ ALL CON153TRUCTION MUST COMPLY WITH HE SINGLE FAMILY RESIDENTIAL - - - D THE IRC ONE O FIRE DISTRICT: YES _.. -__......_D T ._ # �� �• ,q mss., BUILDING HEIGHT STORIES: 2 SECOND FLOOR . I MILY WELLiHI CODE rr EDIT ON ENCLOSED CONDITIONED $96 SF I OWNER CONTACT: MEZZANINE: NQ (CONDITIONED): STATE OF GEORGIA HT Zoo SF HOWARD & FAITH LEVY HIGH RISE: NO DECK - s: e i i _ -'.... :._.. .'...� All insulations must JURISDICTION OF CODE ENFORCEMENT: ROOF DECK: comply with The Georgia o gIa EXPOSURE: CLASS B - ------ CITY OF TYBEE ISLAND DESIGN WIND SPEED: 130 MPH/ 110 SUSTAINED ENCLOSED CONDITIONED): +� SF Energy Code 21 SF i Edition DECK 3 ; SEISMIC CLASSIFICATION OF SITE: ZONED t � w. � and Stats t Georgia DESIGNER OF RECORD: - Amendments SHAH ARCHITECTURE r , ` • 9t l l P.O. BOX 10226 TOTAL PROJECT (CONDITIONED): 21236 GSF l ' '6j• eetII Iittalii jjj SAVANNAH, GA 31412 t _ v. �✓ TOTAL PROJECT (UN -CONDITIONED): 1,052 GSF �` E e I Yr_.. P•912 447 3601 F:912 -447-36o2 d RESHMA SHAH JOHNSON, AIA - GA. RA 012295 DRAWING INDEX All Plumbing Installations must �( '" GENERAL NOTES comply with The international Pium'bl oode�4 Edition and Mate of Georgia Amsttdtnsnts 1. THESE DRAWINGS MAY REQUIRE SEPARATE CABINET & EQUIPMENT NOTES: NiECHANfCAL, ELECTRICAL, AND PLUMBING 11. CABINET LAYOUTS ARE PROVIDED FOR DESIGN CV COVER SHEET 2013-1x'20 Ax.S GROUND &FIRST FLOOR 2013-12-20 EGRESS REC�UiREMENT° ENGINEERING DOCUMENTS, WHICH INDICATE CONFIGURATION ONLY. EXACT LAYOUT AND REFLECTED CEILING PLANS A minimum of two (2} means of egress REQUIRED SERVICE AND RISER DIAGRAMS, PLACEMENT OF FIXTURES, APPLIANCES, CABINETS, AND C1•© SURVEY 2013-12- 06 RE Q C1.1 EROSION CONTROL 2013-12-2o I Ax'b CALCUATIONS AND INSTALLATION SPECIFICATIONS COUNTERTOPS ARE TO BE DETERMINED IN BEYOND THE ARCHITECTS BASIC LAYOUT AND COORDINATION WITH ARCHITECT AND GENERAL C1•x SITE DEVELOPMENT / 2013 -1a -2o DRAINAGE PLAN �,, A3.1 SELECTIONS. +CONTRACTOR, DURING ROUGH -IN. A3.2 Sz.o STRUCTURAL SPECIFICATIONS 2013-og-o6 A4.1 2. SELECTIONS NOT INCLUDED IN THESE DOCUMENTS FINISH NOTES: A4.2 WILL BE COORDINATED BY THE ARCHITECT THROUGH A 12. FLOOR, WALL, CEILING, FINISHES AND INTERIOR TRIM 5i•1 FOUNDATION &SLAB 2013-12-03 PLAN {DETAILS A5.1 SUBMITTAL/ SELECTION PROCESS. ARE TO BE DETERMINED BY THE ARCHITECT. A6.i SELECTIONS NOT MADE HERE WILL BE SELECTED BY THE Sx•x FIRST &SECOND FLOOR 2x13 -12-2a FRAMING PLANS/ DETAILS A6.2 3• THESE DOCUMENTS ARE THE WORK INSTRUMENTS OF ARCH / OWNER DURING THE SUBMITTAL PROCESS. A7.1 THE ARCHITECT AND HAVE BEEN PREPARED S2.3 ROOF FRAMING PLAN / DETAILS 2013-09-o6 A7.2 SPECIFICALLY AND SOLELY FOR THE PROJECT NAMED PLUMBING NOTES: Ai.1 DOOR & WINDOW SCHEDULES 2013-12-20 A7.3 HEREIN. THEY ARE NOT SUITABLE FOR USE ON OTHER 13, PLUMBING SUB -CONTRACTOR SHALL SUPPLY A RIDER A1.2 FINISH & FIXTURE SCHEDULE 2013-09-o6 PROJECTS OR IN OTHER LOCATIONS WITHOUT THE DIAGRAM W/ THEIR SUBMITTAL. A2.1 GROUND FLOOR PLANS 2013-12-20 Aa.2 FIRST FLOOR PLANS 2013-12-20 PARTICIPATION OF THE ARCHITECT, REPRODUCTION 1S STRICTLY PROHIBITED. THE ARCHITECT SHALL BE FRAMING NOTES:. Az•3 SECOND FLOOR PIANS 2013-og-ob - Ax 4 ROOF PLANS 2013 -0g -o6 SECOND FLOOR REFLECTED CEILING PLANS ELEVATIONS ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS TYPICAL WALL SECTION DETAILS DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DEEMED THE AUTHOR AND OWNER OF THESE 14. ANY AND ALL STRUCTURAL ENGINEERING DOCUMENTS ALL WIRING, DOCUMENTS AND SHALL RETAIN COMMON LAW, SUPERSEDE ARCHITECTURAL DOCUMENTS AND SERVICE INCLUDED STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL SERVICE EQuiPMENT-DISCONNECTING MEANS NEC it MUST BE COPPER THE COPYRIGHT. MEMBERS PLACEMENT AND CONNECTION DETAILS. ' Means shall be providedidedt t o disconnect all ,� ALUtvsIUr,�i NALLOWED ff TERSECTI NG WALL A B B R EV IAT IONS conductors in a building or other structure from the service -entrance conductors. Section 9, sub -section B -2-A Tybee Land Development Codd 2013-09-o6 2013-12-20 2013-12-20 2013-1, 2-20 2013-og-o6 201309-o6 2o -t3 -o9 -o6 2013-12-20 NOT ISSUED NOT ISSUED NOT ISSUED SPECIAL FOOD HAZARD Z ONES A & AE ZONES Finished floor elevation one foot minimum above SFE. No interior finishes. Walls designed to allow entry and exit of water. No mechanical, electr=I, or plumbing allowed, Only paricing, limited storage andp b ildinss allowed. shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the e emergancy condition. sioori�� �«d►�lt �- 0 0 U o � $PACE MLOW FLOOD ELEVATION (AE -Zone) IM Hydrostatic vents mgolretl to relieve water pressure In � Imlose'gpot Lflviv Nod sisvilioo, i $quite loch of 0 � ill w t riatia i� q t o o°t 01 floor area, � .nAv 'j3 grade ?8s4z,:i6 beo9atr•.�d lau� �:✓§�16� WWI& to it rtotlov SA* 2012-01,3c 4. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE 15. DOOR OPENINGS SET 6 OFF tN , CONTRACTOR WILL REQUEST CLARIFICATION FROM THE UNLESS OTHERWISE DIMENSIONED. ARCHITECT BEFORE PROCEEDING. 16. ENGINEERED DRAWING DESIGN CRITERIA FOR ACPS ACOUSTICAL PANEL COL COLUMN FXT FIXTURE MIN MINIMUM SH SHELF 5- CONTRACTOR WILL VERIFY ALL EXISTING CONDITIONS STRUCTURAL CALCULATIONS CEILING SYSTEM CONC CONCRETE FLOUR FLOURESCENT MISC MISCELLANEOUS SPEC SPECIFICATION IN THE FIELD -ANY DISCREPANCIES WILL BE BROUGHT ABV ABOVE CONT CONTINUOUS FL FLOOR MO MASONRY OPENING SQ SQUARE All tiN S e E0 -P TO THE ATTENTION OF THE ARCHITECT. FLOOR LIVE LOADS: 40PSF ADJ ADJUSTABLE CPT CARPET FT FEET MTD MOUNTED STD STANDARD C ; ROOF LIVE LOADS: 20 PSF AFF ABOVE FINISH CT CERAMICTILE GALV GALVENIZED MUL MULLION SS STAINLESS STEEL RESHM 0 y FLOOR GL GLASS STOR STORAGE ON in 6. INFORMATION CONTAINED ON THESE DRAWINGS IS w PROVIDED FOR THE CONVENIENCE OF THE GENERAL ENGINEERED SHOP DRAWINGS SHALL INCLUDE THE A/C AIR CONDITIONING DBL COUBLE GYP GYPSUM NA NOTAPPLICABLE STRUCT STRUCTURAL ��, 2 a� CONTRACTOR IN EXECUTING THE WORK. EVERY FOLLOWING AHU AIR HANDLING UNIT DEMO DEMOLISH NIC NOT IN CONTRACT SUSP SUSPENDED �4Ea N1W ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ALUM ALUMINUM DH DOUBLE HUNG HDR HEADER NOM NOMINAL SYS SYTEM ACCURATE REPRESENTATIONS OF SUCH CONDITIONS. • ROOF FRAMING PLAN INDICATING SIZING AND ALT ALTERNATE DIA DIAMETER HDW HARDWARE NTS NOT TO SCALE SPACING APPL APPLIENCE DIM DIMENSION HDWD HARDWOOD TBD TO BE DETERMINED 7• WHEN ARCHITECTURAL DRAWINGS ARE IN CONFLICT • DETAILS INDICATING CONNECTIONS, BRACING, AND APPROX APPROXIMATE DIST DISTANCE HM HOLLOW METAL OC ON CENTER TDL TRUE DIVIDED LITE WITH OTHER CONSULTANT DRAWINGS, THE GENERAL PERIMETER CONDITIONS ARCH ARCHITECT DN DOWN HORIZ HORIZONTAL OPNG OPENING TR TREAD Drawing Title: CONTRACTOR SHALL REQUEST CLARIFICATION FROM • CALCULATIONS INDICATING ENGINEERED RESULTS ASBO AS SELECTED DR DOOR HR HANDRAIL T&G tOUNGEAND THEARCHITECT BEFORE PROCEEDING. SEE COVER PAGE BY OWNER DW DISHWASHER HT HEIGHT PERF PERFORATED GROOVE COVER SHEET AC Issu FOR NOTESAND LIMITATIONS TO ARCHITECTURAL WINDOW AND DOOR NOTES: DWG DRAWING PLAM PLASTIC LAMINATE TEL TELEPHONE SCOPE OF SERVICES. 17. G.C. TO COORDINATE ROUGH OPENINGS PER BD BOARD DWR DRAWER IN INCH PNL PANEL TEMP INCL INCLUDE PT PAINTED THK THICKNESS �' d t3 i' ' MANUFACTURERS SPECIFICATIONS. BF BIFOLD CONSTRUCTION FOUNDATION NOTES: BLDG BUILDING EA EACH INSUL INSULATION PR PAIR TV TELEVISION 8. GC/ ARCH TO COORDINATE ALL IN -SLAB ELECTRICAL 18. G.C. TO PREPARE EXTERIOR OPENINGS PER ASTM BLKG BLOCKING ELEV ELEVATION INT INTERIOR PDR POWDER ROOM TYP TYPICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE E2112-01. BVL BEVELED ELEC ELECTRICAL SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB. EQ EQUAL JT JOINT R&S ROD &SHELF UC UNDER COUNTER � 5 � � e Date: 19. DP 5o RATING OR APPROVED EQUIVALENT TO COMPLY CAB CABINET EQUIP EQUIPMENT REF REFRIGERATOR UNFIN INFINISHED 2013-12-03 DIMENSION NOTES: WITH ALLAPPLICABLE BUILDING CODE AND CTR CENTER EXT EXTERIOR LAM LAMINATE REQ'D REQUIRED 9. DIMENSIONS ARE TO THE EDGE OF FOUNDATION REGULATORY REQUIREMENTS. CJ CONTROL JOINT LAV LAVATORY RM ROOM VERT VERTICAL FRAMING, OR EXTERIOR FACE OF SHEATHING, U.N.O. CL CENTER LINE FD FLOOR DRAINDocument # 20. PROVIDE IMPACT RESISTANCE GLAZING FOR OPENING CLG CEILING FF FINISH FLOOR MAX MAXIMUM SCHED SCHEDULE W/D WASHER/ DRYER 10. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH PROTECTION AT ALL NEW WINDOWS, SKYLIGHTS AND CMU CONCRETE FFE FINISH FLOOR MECH MECHANICAL SECT SECTION WD WOOD ANY DISCREPANCIES, DOORS IN ACCORDANCE WITH SECTION 40 OF THE MASONRY UNIT ELEVATION MED MEDIUM SF SQUARE FEET WH WATER HEATER 200&INTERNATIONAL-W_J+ED NG CODE. (•�.tZ CO CASED OPENING FIN FINISH MFR MANUFACTURER SIM SIMILAR WHM WELDED HOLLOW t r Drs*Y'� AL IRF 70 877 j,, C GMF Sanitary Sewer No Active Flow Observed Frame 9.39 r SSMH Ofwt Jay Kaminsky, Et. Al. c, / PIN 4-0006-18-013 Portion of Lot 65', 3y'4" Iran Pipe Found J 25. 7002 �" ` 5.9 3 X8.4 Dorothy C. Lang PIN 4-0006-18-010 Lot 6 Subdivision of Front Lot 66 � X 1 r1II14 4—UVUD— I O—U I I Lot 7 Subdivision of Front Lot 65 B2LT, LLC PIN 4--0006--18-019 Lot B 10' Drainage Easement 05' Each Side of Line) SMB 39-S, Pg. 54 Legend Abbreviations OB Pg. Deed Back / Page SMB Pg. Subdivision Map Book / Page CMF Concrete Monument Found PKF PK Nail Found IRF Iron Rebar Found PIN Property Identification Number R/W Right of Way NAVD88 North American Vertical Datura of 1988 IE Invert Elevation Linetypes _--.__..-----._-- Fence Line - —---------------- Property Line Building Setback Line Easement Line --- ----r---4-"----�-- Overhead Lines -------------Sanitary Sewer Line -------•-•------•-- Storm Drain Line Symbols 0 PP Prower Pale / Utility Pule 0 WV Water Valve SSMH Sanitary Sewer Manhole LP Light Pole R2 GI Grate Inlet X 7.7 Spot Elevation (Ground) • 7.77 Spat Elevation (Pavement) Surveyor's Notes 1. The elevations shown are based on NAVD88 Datum, 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property ties in a flood hazard area as depicted thereon. (Community Panel No. 13D51CO326F, Effective Date: 9/26/08, Zone AE, Base Flood Elevation 12.0 and 13.01.) The flood hazard line as shown was taken graphica}iy from said map, and has not been verified in the field by this Surveyor. 3• Only aboveground, readily visible structures and utilities were located for this survey. This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of .any below ground, non-visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are -based on a record plat prepared by others. (See Reference 1). The line along Tenth Place was held as the Basis of Hearings. 6. The field data upon which this plat i. based has a closure precision of 1 foot in 17,112 feet, an angular error of 12 seconds per station, and was adjusted with the compass rule. The plat has been check for closure, and has been found to have a closure precision of 1 foot in 5E3,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that form the basis of the plat. Reference 1. Plat recorded at SM13 39--5, Pg, 54. 2. Geed recorded at DS 371-% Pg. 422. Property Information Street Address: 10th Place Current Zoning: R-2 Tax Assessor's Property Identification Number. 4-0006-18-018 Total Lot Area: 4,685 Sq.Ft, 0.11 Ac. Boundary & Topographic Survey Lot A of a Subdivision of The Eastern 225 Feet of Front Lot 65, Word No, 4 City of Tybee Island Chatham County, Georgia Prepared For: Howard & Faith Levy Plat Date: December 7, 2012 December 5, 2012 PI.AMNING '20, BOX 10.226 ff\j..EfU0,.� z., ,t ,..... d,,13` a i i@, i a>>+�.0 :��8 ? � ..'x�, d U RE€ :�£t'�} ?1's' ffi�-�`�� : 'CIA, DL,5, I G IN .w 14 05, 0 0 • r 401 \rr�' 4 v � ..u° 0 U S A # 2012-013 IV • NEA Drawing Title: SURVEY issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # C1 00 P o i This will certify that the provisions relative to Georgia Q 10 200 f Code Section 15-6--67(d) do not require approval of this plot �! by any governing authority prior to the recording with the E, j Clerk of Superior Court. Graphic Scale 1 = 10' o aZ r i o i as w �r4 i `'`••." ! oel- Zone AE � ZonAE f� BFE 12.0 ii BFEe 13.0 ... ..� t Benchmark Nail in Power Pole.,,, Elev. 10.03 NAVD88 PKF +`rR'" ,''" ' PP a`�\�.��"�" � -•.• ftp+ ' `• l .x s >0•30 'op„ /�''�•».«� (no�ete '`"�,;, S�a6 STATE LAW REQUIRES °- o.os� a,3 ` . .. `�• 72 FIRS. NOME � o �+ 1-800-282-7411or v t "• WV 77 X Z9 78 '`•�,,, ` t Grate Inlet Frame 7.95. 1 -IE 5.79 9.0 r i` 1 x8.8 AGI 1l Grate Inlet Frame 7.00 � X 1 r1II14 4—UVUD— I O—U I I Lot 7 Subdivision of Front Lot 65 B2LT, LLC PIN 4--0006--18-019 Lot B 10' Drainage Easement 05' Each Side of Line) SMB 39-S, Pg. 54 Legend Abbreviations OB Pg. Deed Back / Page SMB Pg. Subdivision Map Book / Page CMF Concrete Monument Found PKF PK Nail Found IRF Iron Rebar Found PIN Property Identification Number R/W Right of Way NAVD88 North American Vertical Datura of 1988 IE Invert Elevation Linetypes _--.__..-----._-- Fence Line - —---------------- Property Line Building Setback Line Easement Line --- ----r---4-"----�-- Overhead Lines -------------Sanitary Sewer Line -------•-•------•-- Storm Drain Line Symbols 0 PP Prower Pale / Utility Pule 0 WV Water Valve SSMH Sanitary Sewer Manhole LP Light Pole R2 GI Grate Inlet X 7.7 Spot Elevation (Ground) • 7.77 Spat Elevation (Pavement) Surveyor's Notes 1. The elevations shown are based on NAVD88 Datum, 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property ties in a flood hazard area as depicted thereon. (Community Panel No. 13D51CO326F, Effective Date: 9/26/08, Zone AE, Base Flood Elevation 12.0 and 13.01.) The flood hazard line as shown was taken graphica}iy from said map, and has not been verified in the field by this Surveyor. 3• Only aboveground, readily visible structures and utilities were located for this survey. This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of .any below ground, non-visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are -based on a record plat prepared by others. (See Reference 1). The line along Tenth Place was held as the Basis of Hearings. 6. The field data upon which this plat i. based has a closure precision of 1 foot in 17,112 feet, an angular error of 12 seconds per station, and was adjusted with the compass rule. The plat has been check for closure, and has been found to have a closure precision of 1 foot in 5E3,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that form the basis of the plat. Reference 1. Plat recorded at SM13 39--5, Pg, 54. 2. Geed recorded at DS 371-% Pg. 422. Property Information Street Address: 10th Place Current Zoning: R-2 Tax Assessor's Property Identification Number. 4-0006-18-018 Total Lot Area: 4,685 Sq.Ft, 0.11 Ac. Boundary & Topographic Survey Lot A of a Subdivision of The Eastern 225 Feet of Front Lot 65, Word No, 4 City of Tybee Island Chatham County, Georgia Prepared For: Howard & Faith Levy Plat Date: December 7, 2012 December 5, 2012 PI.AMNING '20, BOX 10.226 ff\j..EfU0,.� z., ,t ,..... d,,13` a i i@, i a>>+�.0 :��8 ? � ..'x�, d U RE€ :�£t'�} ?1's' ffi�-�`�� : 'CIA, DL,5, I G IN .w 14 05, 0 0 • r 401 \rr�' 4 v � ..u° 0 U S A # 2012-013 IV • NEA Drawing Title: SURVEY issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # C1 00 P UNIFORM CODING SYSTEM FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES STATE SOIL AND NATER CONSERVATION COMMISSION OF GEORGIA r. .• 2 ♦ k :.. , a CODE; PRAC4iCE DE�'�5]3L &YAP SYb4 W! DESCRFPii{!N /-..,4 (•YA 4REC%?AV ^1 �: ^"'��`@ �, :} � .f^ Asms<12:@'•vdli bdK+Pr U'ir. w.'Sb,%M1¢tlh+J?5bT 9k. _• ! :r! ..;�"���"•� : � ;tlr; ns:f; A!eh �x:eea:Pa)r:sf:::JU4: flea DESCRIP7tOk S:Fd1l`XhiWN -- iSr •cutr{•. 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"\'c. b.'"•f•«•iA:wY::r:Jun:a,:�f4:Jo:m;t n:s:. a:a>nV::ue:v:A: J:.M q`.o F '.I•:-_ � 4"�y-r.ri :rxYre set.Yeyt.FNCMxtiaaf:n., ;A++' ]aitada4aRc<:]nd <ab:s?un4:crt» ucwa. IXS>r-cpbnedi- to-5t'�y ✓(Wr:, rJ'Cj� :M1fET y+F^:RFR Y `vAR wc:lit.�'.:nau••........................»....»..-. ���� ka^'^ g u. w. c?s:-wxmys:crm:a Jm.•n:;k v.� ':';oy'``A «�f{l ara.':x+17k v>:s�vxe.r.,]`.::xr„e•: �wuxxace P^,1f a5:^r:PttA:e'A �vhmy S3eMaMtbi.'CC59dgya4y:. ........... .... er,a �,r :M�e!wnrTyTsrs:P]sx::xaxx ,....._._ S:kFAYP.nNN � 3 TANiARBAN i !. -` .... .--,.....-,.........--......-----...."".-..........-........ Legend Abbreviations €QA£ I SRACTICE ' MAIL IfMAP Axmr;a>�x:Ktl c:>y:u:.:+5�xa,•,eaartttin .gw'•aw: xaFm,wRvax•ytF r^Fa'dI::JNrtn.0 i _• ! :r! SYp9$pL DESCRIP7tOk i i `� ✓%'?' "/^r �.-:4; $ i S)AEAZayRx4jut)si Csj :.AFlEt+F.t%.kle,f Si#3 i slORc-,rrNAsu 1, ln.. � ,//�,^,� saau,avrou ra'e,;aY�vasasr.aaysa.as r rna ^N,aw]:<oN<t:.>vra�>mx-*y'.•ttc:lcw,.]aa9xma':rc� ------------ '. ---------------------- Property Line ��•qq ..}} °XAdISib6'hhY Cd�'?3 � XYCNgp@fN.Yt9 ;- SIRV"CRv4aMIC• •^°°•�:':I I` z0,D ^'iY*-rG'N: hey("i::hC:t-:.St"-Y .'Sa PY'x ix tt'nsup - '-- -- -- -- --- -- Sanitary Sewer Line 'a:MY, nut ry i 1 9}n• fA KAitt! FkAIRY. .�•: S i SE STYi cone �\a^ - ��f A , N•u,r�rur xi a•exe zr, °R01cC:XXi $,Yx• NaPis�pm a:a, aFiiS �ww•� i ka4G S -y �: Z s yea a� m`zt 4'M u�so.am Waa ...«.....x.. .....--.«..-...__. ------------- .r••,' ' aa4o,,:ksc».gw.x.]xrU a, x:n gr.Xc.. •l•`t 1 fi7➢SA`F : ...................._.. .• r-: , ._.... ........ � j CS.:.�Jr�� r� w•Y'.,>;w CH:;a:rue s•:aaw>' cL .a :k.r .....«.......s.............. f .;:..: iv., �b-'x¢iexu.;rv: ,fy-•:derv•]>hsx zJxSa.a+m.'+xr •.uiu. i•'y - fi '- ........' w4kaea. ' tzxrzw.'arw•.:�!3w:w .'tar,tn z,a, n:aaa':,.•Nti Ara','G:PS i `;nro:y.er,::•4,n.^,:n:>.'kMkrarroxm„icK<ea:.f'x.`-ep•- 3 C{1@,igEyE -t f ?ikMUCm.Vu s4a0.uYa -�-.- -. VEGETATIVE MEASURES ,!�{G &t&:@'Ri(Nx: pi .'y: '• A�.i� 'e��i` � +: f t.� •'..-t Axmr;a>�x:Ktl c:>y:u:.:+5�xa,•,eaartttin .gw'•aw: xaFm,wRvax•ytF r^Fa'dI::JNrtn.0 i _• ! :r! `'4�'rt:<o:Nnx<]?:a]: :HW..t�v+taAa:b.ry CRb8Tet. G.]LS iron Rebar Found j Property identification Number $ i S)AEAZayRx4jut)si Csj :.AFlEt+F.t%.kle,f NAVD88 IX:a^.Ly,p,.ao, c.:res s`a: Em Srya}•141. gnAS::py IE invert Elevation Linetypes ------------ Fence Line ---------------------- Property Line ��•qq ..}} °XAdISib6'hhY Cd�'?3 � XYCNgp@fN.Yt9 ;- .: ,1-••`• � SKej _.. ce!aR'di'yM'Y �rl':iJ.hiWf!cv i�Y::1111v'aPa4u%%iC .Fn'A ray;a::hwy, W::.iS.Fen`:.$Wa+aK•S:'r^n%Bd •W:4j - '-- -- -- -- --- -- Sanitary Sewer Line 'a:MY, nut ry i 1 9}n• fA KAitt! FkAIRY. .�•: S i - Crny> ...�• a'ny&�Y;r])nN•,-p(:,i:<coa ty ry YL9N4 .i.: v t V `•,n xenkkNP i' L` • _ • ti :rn': �aY •i:t , rl arAxPr.r:•xv , iw}W ti4!: .. a "Ys NSJ! N :Q;s 'nc vs, w1'ra •x-�sw•szams 4I.�•t 1 SWEitk.'y:li:Y E - .# •Ai Arai:than,:ts;y]iS:aVpTGt:iXnjyv.:Mry+�frgn]AY:M••- i i fit! xr^a.:rzxcrea. i 4NrnT+knkuaBeaR f � i•'y - fi '- i %,-i i tzxrzw.'arw•.:�!3w:w .'tar,tn z,a, n:aaa':,.•Nti Ara','G:PS i @aCaR UwTA04 i IVti! aFlnna _ j tt Fol( ae•imXr+riNrx] :• Evrkcrs ,.... . ea ;»p' aebcEa IX ->: xce• ::oar a' ^d � e'rR. Pira YAG hva :<';.-. _.. (. 4 ;A++' ]aitada4aRc<:]nd <ab:s?un4:crt» ucwa. IXS>r-cpbnedi- L� i£ik!,M"-.- ............... ...-..._: .... ...................... ...... 3 „- .y P^,1f a5:^r:PttA:e'A �vhmy S3eMaMtbi.'CC59dgya4y:. ........... .... S• i. ,....._._ S:kFAYP.nNN � 3 TANiARBAN i !. -` .... .--,.....-,.........--......-----...."".-..........-........ ......... .. yi:a r:ia StraMNSWiRak'a::.v 'wH w.9a^•Jai a. IiAf: nhy. ,S ll : tUSRxaRER1fAM1[S : g �`Z:•_;: '�1 N:^a<r::r.]a^X`tivi.�` awM•(tn. tn.><w`.cnxa;:o:Nau:<& .£SEFRtfON: Y, .y xH;'a:^ar:rkyrawr prMm.:i .lw`.tifRR6AM � `- S•�.. - -. i .: .r ,t K i ]4,:.>:a.Say Sp STATE SOIL AND WATER CONSERVATION COMMISSION OF GEORGIA DB i'g• Deed Book / Page SMB Pg. Subdivision Map Book / Page CMF Concrete Monument Found PKF PK Nail Found IRF iron Rebar Found PIN Property identification Number R/W Right of Way NAVD88 IE invert Elevation Linetypes ------------ Fence Line ---------------------- Property Line Building Setback Line Easement Line Overhead Lines - - - - - - '-- -- -- -- --- -- Sanitary Sewer Line '-"' '-' - - - - - -• - -- -- -- Storm Drain Line Symbols 0 PP Power Dole / Utility Pole 0 WV Water Valve Q SSMH LP Sanitary Sewer Manhole Light Pole GI Grate Inlet X 7.7 Spot Elevation (Ground) • 7.77 Spot Elevation (Pavement) STATE LAW REQUIRES 72 HRS. NOTICE 1-800-282-7411 Surveyor's Notes 1. The elevations shown are based on NAVD88 Datum. 2. According to the Flood insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a flood hazard area as depicted thereon. (Community Panel No. 13051C0326F, Effective Date: 9/26/08, Zone AE, Base Flood Elevation 12.0 and 13.0.) The flood hazard line as shown was taken graphically from said map, and has not been verified in the field by this Surveyor. 3• Only aboveground, readily visible structures and utilities were located for this survey, This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non-visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. Bearings as shown are based on a record plat prepared by others. (See Reference 1). The line along Tenth Place was held as the Basis of Bearings. 6. The field data upon which this plat is based has a closure precision of i foot in 17,112 feet, an angular error of 12 seconds per station, and was adjusted with the compass rule. The plat has been check for closure, and has been found to have a closure precision of 1 foot in 50,672 feet. A 5 second total station instrument was used to determine the linear and angular measurements that form the basis of the plat~ This will certify that the provisions relative to Georgia Code Section 15-6-67(d) do not require approval of this plat by any governing authority prior to the recording with the Clerk of Superior Court. Property information Street Address: loth Place Current Zoning: R-2 Tax Assessor's Property Identification Number: 4-0006-18-018 Total Lot Area: 4,685 Sq.Ft, 0.11 Ac. GENERAL NOTES: 1• PRIOR TO ANY WORK iN OR AROUND THE EXISTING DETENTION AREA, INCLUDING ANY GRUBBING, CLEARING, OR MAINTENANCE THE G.C. SHALL CALL A MEETING WiTH THE CiTY OF TYBEE AND THEiR REPRESENTATIVE TO DiSCUSS PROCEDURES REQUIRED TO PROTECT DETENTION OUTFALL 2. AT THE END OF CONSTRUCTION AS -BUILT VOLUME OF DETENTION AREA SHALL BE TAKEN AND SUBMITTED TO THE CiTY OF TYBEE. Sanitary Sewer `~`'`• , iRF No Active Flow Observed '�.,•�,` Frame 9.39 p n, .. .87 •.,/7�'�_...,, SSMH�ut f �y : • a `,,,'`'"_ 4 •••.,,,��. •• . •+.. .. yet•:' • . • • . ^.,, ce 474 10 4 _ e AE ,. . , BFE 12.0 Zone AE 9.4 , i Ei k. 0 M ,. PP l • • •• as • ' • ' • : ' .�..,' ��•., Co 10' Drainage Easement •� C r .. �.: ••, Each i '.. 5 Side e of Lin • w 0 ..., eye ( e} ! .. • •" `"``', h_ Sj SMB � 8.3 A COMPACTED GRAVE ' - 7 �• , . - :Og' c, 8.2 r h 0. AREA SHALL BE � �7;;;�,. �'= .. .. �'�. ... .,' • COMPOSED OF A MIX =; i; _ • : • •IL .�+,"`,,.., •r,,,� OF #57, #69,#89 i' `P'�' " :k ,j*� '• 'i `•`�►..` ```"", ;; STONE WHICH `\ , v }; wF i.� ; ... 1 ' • . }• MEETS A 1'=5'. s" RETENTION OF THE •yam. , ,` rSr� Fr N u.';'t; i' +�.C,. Tb r �- ' • : i . 1NS`TALI, ZTER. -... °••, FIRST STORM % 7:. '� ,' ;=. ;, :,7 _ ., •. ; . FABRIC UNDER Gg TE. ry+t � WATER RUNOFF Shc ''_:�: , ' ;r' ,- 's REMQV6 CL WATER WEEKLY : �•ti• „' - r. OR AFTER' OF�iIV OR �`� ' • .' . WV `"'•.,, 77 ,. --'rT T'-9� r Y�i..l-'i4_Jl�.-' Y`Y�^. _lj. t. ' / ••' •"/' • • ,'. �•'+Av�•• /s� / _ . 1 v I a� 1, L , z� �r •, ' ,�'• %:drat Inlet, 5 • ' • �""'--, Y' • ~• i. . .� . P Kaminsky,Et. Al. � p. •.��:�LT�; F� , >• �' �:r; • @:� � >�;Y•}�.._, .....•s,--• ' • `• •Frame IN 4-0006-18-013 w - " • , --46.79. ,�E. 79. �5 ' .. g 9 d a / i' ''i y`• `-y ...,'i.a )ter'" �'y j y �- �►. ••',•77' 5i •- •• , y ��`'i,•._ I•,7 Portion of L o Shc ; . r ` _ `� , _ 'ti .. • , of 6S = Tar).• "• JJ/ t • :r : • .. y : jr - .... .r... • . '� :rye-,'�,�:'� ` `w';;,, •• . fDsl Ds3 s: , � � • r . , ;,.K � •.. • . ;, . . Ds2 ; / ••;,* Sdi - - . -, - - "V {? � j . • '•+z. � `fit. X 9.2 i PERMANENT MB MATTING ON RECONSTRUCTED , X SLOPE f . ' f si CMF � � " ' r - .• D f Ds3 ` 3/4" iron ` Pipe Found 64.87'IS ell 100 8.4 " Dorothy C. Long PIN 4-0006-18-oi o Lot 6 Subdivision of Front Lot 66 0 4 8' 16' I 01i SCALE: 1/8" = f -o" i✓ 0 c, N t IE 5.8o ° a iE 5.81 r 8.4 Q. Op b 60. °a„ 1�► 79 Zane AE FE 12.0° Zone AE 1 13FE 13.0 q1 ro 5 'Poe Ralik 5.7 ;f IRF "`- 611 Properties, LLC PIN 4-0006-M-oll Lot ?Subdivision of Front Lot 66 �dacent Res' ! �rJence -18-019 xI\ C f 1�..e,.71Jf1z'I' Dl`. -SIGN G =I L T 0 (U0 4J V O . cuE 0 SA# 2012-013 0OF CSO a` IGEN S t MA 2 2 "QED A�C� KFAI QJ v .a Drawing Title: SITE DEVELOPMENT & EROSION CONTROL PLAN Issued for: CONSTRUCTION ;issue Date: 2013-09-06 REV. 2014-1-22 Document # STATEUNIFORM CODINL03' SYSTEM FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES CONSERVATION COMMISSION .. [ GEORGIA pk r r ,.. : ♦ r �: CODE PRn.C110E OETAW MAP SYAkBE��. G0XRtPT)rA {jl� cxicxuet � �.Y K .`.sn•�„xra�.'•nnu..yav`.xc>x �, l.xa,>a,sw ((++pp :J;>Ysff. � r, �•-�`�.: 1:15:•x« .... 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DESCRIPTION VEGETATIVE MEASURES STATE SOIL A.NO WATER CONSERVATION COMMISSION OF GEORGIA I INSTALLATION INFORMATION CAN BE FOUNT? NOT ONLY 1N 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.ORGMCS/ F1ELDJtAP►NUAL 4ED.PDF. Sanitary Sewer IRE No Active Flow observed Frame 9.39 9. J lot SSMH U 9.4 T - 0AZ ,� �q Zr U rL jay Kaminsky, Et. Al. PiN 4-0006-18-013 ME Portion of Lot 65 Legend Surveyor's Notes 6" PVC Abbreviations I. The elevations shown are based on NAVD88 UNDERGROUND DS Pg. Deed Book / Page Datum. DOWNSPOUT SMB Pg. Subdivision Map Book / Page EXTENTiON TO CMF Concrete Monument Found 2. According to the Flood insurance Rate Map, as DETENTION AREA PKF PK Nail Found prepared by the Federal Emergency Management IRF Iron Rebar Found Agency, this property lies in a flood hazard area as PIN Property identification Number depicted thereon. (Community Panel No. 9•2 R/W Right of Way 13051C0326F, Effective Date: 9/26/o8, Zone AE, Base(10 NAVA Flood Elevation 12.0 and 13.0.) The flood hazard line wQ 1,16 PERMANENT MB 1E invert Elevation as shown was taken graphically from said map, and q 4V MATTING ON has not been verified in the field by this Surveyor. p � RECONSTRUCTEDJ Linetypes z --• -- --- - - --- - -- -- •---Fence Line 3. only aboveground, readily visible structures and CMF O SLOPE� Property Line utilities were located for this survey. This Surveyor `.,,•y 0 • Building Setback Line makes no warranty or guarantee as to the location, •`'",- �,_^ 3/4" Iran -- - Easement Line existence, or nonexistence of any below ground, �•. , Pipe Found --•m-«•-------------overhead Lines non-visible utilities or structures. 61.87' '`*• ��y , - -- -- -- -- -- -- -- - -- - - Sanitary Sewer Line Storm Drain Line 4. This property served by City of Tybee water and ° sewer services. C17ee 5. Bearings as shown are based on a record plat S 1`�:1, Symbols prepared by others. (See Reference i). The line along Toa 0 PP Power Pole / utility Pole Tenth Place was held as the Basis of Bearings. 2914" $ WV Water valve -� SSMH Sanitary Sewer Manhole 6. The field data upon which this plat is based has •�`' LP Light Pole a closure precision of I foot in 17,112 feet, an angular GI Grate Inlet error of 12 seconds per station, and was adjusted X 7.7 Spot Elevation (Ground) with the compass rule. The plat has been check for 7,77 Spot Elevation (Pavement) closure, and has been found to have a closure Dorothy C. Long precision of i foot in 50,672 feet. A 5 second total PiN 4 -0006 -18 -ow station instrument was used to determine the linear Lot 6 Subdivision of Front Lot 66 0 10 20 30 and angular measurements that form the basis of the plat. Graphic Scale 1 - 10' \ �SGo--`,fir This will certify that the provisions relative to Georgia Code Section 15-6-67(d) do not require approval of this plat kV by any governing authority prior to the recording with the Q-A W% Clerk of Superior Court. �L `+ STATE LAW REQUIRES 72 HRS. NOTICE 1-800-282-7411 Property information Street Address: loth Place Current Zoning: R-2 Tax Assessors Property identification Number: 4-0006-18-018 Total Lot Area: 4,685 Sq.Ft. 0.11 Ac. P 1� t c7Ce X N tj PKF '" GENERAL NOTES: 1. PRIOR TO ANY WORK 1N OR AROUND THE EXISTING DETENTION AREA, INCLUDING ANY GRUBBING, CLEARING, OR MAINTENANCE THE G.C. SHALL CALL A MEETING WITH THE CITY OF TYBEE AND THEiR REPRESENTATIVE TO DISCUSS PROCEDURES REQUIRED TO PROTECT DETENTION OUTFALL 2. AT THE END OF CONSTRUCTION AS -BUILT VOLUME OF DETENTION AREA SHALL BE TAKEN AND SUBMITTED TO THE CiTY OF TYBEE. ZCn�1E � BFE 12.0 ! Zone AE BFE 13.0 PP i G.C. TO INSTALL Fi'LTER FABRIC UNDER G1tATE TOP REMOVE & CLEN WEEKLY OR AFTER z' OF 1N OR MORE $.7' oherete AS Oyu S' 10' Drainage Easement (5' Each Side of Line) SMB 39-S, Pg. 54 ARC1i1"JCEC1'UPU 912,17161.08 PI-ANNING TIO. IiOx 1022k/.)' IN�F.10f"I A&C. I...i.z..l..fC'I'I,iRE AV'N A1 --L (3A, WV Grate Inlet Frame 7.95 iE 5.79 to 10.0' r /''`'• f � ; 1 Sd1 i •• ,t PVC O 6 ' ' UNDERGROUND Or- 10.17' i/ DOWNSPOUT j EXrENTION TO DETENTION AREA y,. i si r1 *9.a' Ds2 EXISTING 15' RCP Mb !$ C 8' DEMO B2LT, LLC l PiN 4 -00o6 -18-o19 Lot B l 23 Z7/ rr r fi IE 5.80 Sdi ' iE 5.81 / 5.9 I 1 / $d �• 8.4 Toe "Top l l 5.7 1 / N 7°6°3 0 gook l Zone AE i Zone AE BFE 12.0 z BFE 13.0 IRF f 611 Properties, LLC If"C O PiN 4-0006-18-o11 `�.. 'N ? Lot 7 Subdivision of Front Lot 66 rw�y ence 7.9 Y Of GHQ" Q) _ ` RESHMA, 3� 22 Drawing Title: EROSiON CONTROL PLAN Issued for: CONSTRUCTION Issue Date: 2013-09-o6 REV. 2013-12-20 Document Cl *I GENERAL NOTES: 1. PRIOR TO ANY WORK 1N OR AROUND THE EXISTING DETENTION AREA, INCLUDING ANY GRUBBING, CLEARING, OR MAINTENANCE THE G.C. SHALL CALL A MEETING WITH THE CITY OF TYBEE AND THEIR REPRESENTATIVE TO DISCUSS PROCEDURES REQUIRED TO PROTECT DETENTION OUTFALL 2. AT THE END OF CONSTRUCTION AS -BUILT VOLUME OF DETENTION AREA SHALL BE TAKEN AND SUBMITTED TO THE CITY OF TYBEE. Sanitary Sewer 1 ``° •.. IRF No Active Flow Observed ` • ,,, Frame 9.39 ``4•, ' ., CMF -•. io lit I , S 70-Z, 47" 0X147., •.,, �•, «` `(n Zone AE •:'." `"�„BFE 12.0 it Zone AE 9.4``` ,..,� BFE 18.0 PKF ,. '1A rl � ,�i•Q' .. V . •,�,`• • ••• • � •►,kms O° cr 1ESide Easementrainage Lut5 70 ` `` ete oo(5'ach • •�;•`3a„ :" 3 Slag SMB 39-S, Pg• 54 ; PVC60, .� .• . 8.2 4 "UNVERCROUND w.. . " .. - .Jet' •.r : ��a. '� ,. , ...DOW.NSPOUT :.. G<a ... ..: i f EXTEN T1ON TO " APPROXiM. Tt ZINE -OF '`-:i; ••"�� GRATE INLET EX"1STIs�- PRIVC •,•r �` RUU 1'F�'I.OW GRATf.INLET NE `*•... "''. , ;� '`• CORNER" 1: 7 ... 8.9 NEW 9EMO/ , . ..a . UEAiI91 / . `�~` ` :C+(3MPACTED Gtat� Ir11et.: v Jay Kaminsky, % GRAVEL PAD h, Fraane 7,95 , y , Et. Ai. y "? PIN 4-0006-18-013 .•;;;' Lot 65 c°,, :.. ' -"1` ;'►.;; :. r •`, � Portion of •�' �► •' AIR% 6„ "AVCJE COD CONC. COMPACTED ( !(/ :�'`.�.: ` '-•, / SLAB GRAVEL PAD { s. C .. 1 UNDERGROUND 10.0 DOWNSPOUT/ / ?:9 ~~"`'�` •. ExTENTIoN TO 9' - %/ ` $,g' DETENTICIN AREA NEW ' ' ' .., ' .. #W CONC —� SLAB 116 6" PVC •. �w �10.17' ! ( rrr % UNDERGROUND 9.2 / 8.9 .. - � i SI;t)PE TO.' / DOWNSPOUT i 1 SWALE• EXTEN71ON TO /. CONC. - G / DETENTION AREA 4 f ; i !SLAB 9.0 DEEPEN SWALE - CMF `— �` r f/ / OUTFALL TO �O� `` • ! ; DETENTION AREA ` " i r '`• 3/4 Iron 7i G-. Pipe Found / % / EXISTING 1S' RCP S70°`'`�DEMO. 2g B2LT, LLC DETENTION r -'``,C �`'^•.. !/ PIN 4-0006-18-otg 7 9 POND ; '` tE `` �'`-�.,� + Lot B 2gr14 ,.. ¢ ~ '' '� 1E 5.80 r `- NEW IE `'� 71 '' `� IE 5.81 / j % / 8.4 8 •. ~'`"`N` / `t Toe t� Dorothy C. Long f(1 -.,� /, -- 8%Ok PIN 4-0006-18-010 �,/ •`'.1 8. r �- . Lot 6 Subdivision of Front Lot 66 /, 1 /� ''�•,,,� ►TOP $ — -7-: 70o3 p ark / 0 4' 8' 608 , � i& � 9 j •. 7.9 SCALE: 1/$" = 1'-0" y BFE 12.0 �; Zone AE c Zone a AE "�` ` ' 01 a► 47 BFE 13.0 IRF -00 a 611 Properties, LLC f f q��M°j j k ►•� a PIN 4-0006-18-011 o Lot 7 Subdivision of Front Lot 66 qd '`-•�.,,`, laeent `'.,.. f � ehee '`•-. i g.. I `'�C,.. } IR t AR(.1H te. \3 3 :SIS 1,,,�.4.,� 912,3?;" � .��(. Fit.: z1t :� .,...�' .., t. 1..E s I GI 3:140S 0 0 c� 0 SA# 2012-013 Q v U UUMS Drawing Title: SITE DEVELOPMENT & DRAINAGE PLAN Issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 REV. 2014-1-22 Document # C1.2 d \q Sanitary Sewer IRF No Active Flow Observed Frame 9.39 t- 9.3 SSMH S l a X4.$6 S .: 70o`;` 164.94. E -'.., - •, . 16 }ay Kaminsky, Et. AL EPIN ' 4-0006-18-013 Portion of Lot 65 cc G" PVC UNDERGROUND DOWNSPOUT` CMF 3/4" Iron Pipe Found '�.. 100..'11 S 7°°a9ko„ e Dorothy C. Long PIN 4 -0006 -18 -oto Lot 6 Subdivision of Front Lot 66 Thecontract" shall warrant the perWr4mce, qua*, workrimmship, and the quality of all mabriais on any road project (including street tub) for a period of two rears after final accel ince by the . City of 'Tybsie Island. Under the road warranty orctitWW*, 00 City may require letters of credit or bonds In ~ to secure the obligation. A 'ge .?Qr m"; Is re�� ted Zone AE OFE 1,3.0 nr 611 Properties, LLC PIN 4-0oo6-18-ou Lot 7 Subdivision of Front Lot 66 3ybee Lend Developiftl All ddnways most be 0__ Tee (.and development Code which A driveWaY O-f.t�Ah connects a re'Sht�notbental Q . public Street greater Than t1�renty'�fiv1 00 't88t 1Ct l�l�t► = --� Tp. 10' Drainage Easement C4j�cr (5' Each Side of Line) et' 5�'" Slag SMB 39-S, Pg. 54 6" PVC �s UNDERGROUND' DOWNSPOUT EXTENTION TO DETENTION AREA KiST1NG 15' RCP B2LT, LLC PIN 4-0006-18-oig Lot B 14-"A I DESiGN 31405 cu cu SA# 2012-013 4 U Drawing Title: SITE DEVELOPMENT & DRAINAGE PLAN Issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # C1.2 SECTION 03300 CAST -IN-PLACE CONCRETE I PART - GENERAL 1.01 WORK INCLUDED A. PROVIDE ALL CAST -IN-PLACE CONCRETE, COMPLETE, 1N PLACE, AS INDICATED ON THE DRAWINGS, SPECIFIED HEREIN, AND REQUIRED FOR THE COMPLETE INSTALLATION. 1.02 RELATED WORK A. TESTS FOR CONCRETE MATERIALS: i. PORTLAND CEMENT SHALL BE SAMPLED AND TESTED TO DETERMINE THE PROPERTIES IN ACCORDANCE WiTH ASTM C 15o-92. 2. AGGREGATES SHALL BE SAMPLED AND TESTED 1N ACCORDANCE WITH ASTM C 33-92 (NORMAL WEIGHT). B. SUBMIT WRITTEN REPORTS TO THE ARCHITECT FOR EACH MATERIAL SAMPLED AND TESTED, PRIOR TO THE START OF WORK. PROVIDE THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF REPORT, NAME OF CONTRACTOR, NAME OF CONCRETE TESTING SERVICE, SOURCE OF CONCRETE AGGREGATES, MATERIAL MANUFACTURER AND BRAND NAME FOR MANUFACTURED MATERIALS, VALUES SPECIFIED IN THE REFERENCED SPECIFICATION FOR EACH MATERIAL, AND TEST RESULTS. INDICATE WHETHER OR NOT MATERIAL iS ACCEPTABLE FOR INTENDED USE. C. SUPERVISION: ALL REINFORCED CONCRETE CONSTRUCTION SHALL BE PERFORMED UNDER THE PERSONAL SUPERVISION OF THE CONTRACTOR'S SUPERINTENDENT. THiS SUPERINTENDENT SHALL KEEP A RECORD OF ALL CONCRETE POURED ON THE JOB. THE RECORD SHALL SHOW IN DETAIL THE AREA POURED, THE TIME AND DATE OF THE POUR AND WEATHER CONDITIONS WHICH EXISTED AT THE TIME OF THE POUR. UPON COMPLETION OF THE WORK, THIS RECORD SHALL BE TURNED OVER TO THE ARCHITECT. 1.03 SUBMITTALS A. GENERAL: COMPLY WITH PROVISIONS OF GENERAL CONDITIONS. B. MANUFACTURER'S DATA; CONCRETE WORK: SUBMIT MANUFACTURER'S PRODUCT DATA WiTH APPLICATION AND INSTALLATION INSTRUCTIONS FOR PROPRIETARY MATERIALS AND ITEMS, INCLUDING REINFORCEMENT AND FORMING ACCESSORIES, ADMIXTURES, PATCHING COMPOUNDS, WATERSTOPS, JOINT SYSTEMS, CHEMICAL FLOOR HARDENERS AND DRY -SHAKE FiNiSH MATERIALS TO THE ARCHITECT. C. SHOP DRAWINGS; CONCRETE REINFORCEMENT. 1. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT AND REVIEW ACTION RECEIVED PRIOR TO FABRICATION. WHEN CORRECTIONS ARE REQUIRED, COPIES WILL BE RETURNED NOTING SUCH. DRAWINGS SHALL THEN BE CORRECTED AND RESUBMITTED UNTiL FINAL REVIEW ACTION IS RECEIVED. COORDINATION OF SHOP DRAWING SHALL BE SUCH THAT PART 2 - PRODUCTS 2.01 REINFORCING MATERIALS A. REINFORCING BARS: 1. REINFORCING: SIZE #3 TO #18: ASTM A 615-92 "STANDARD SP€CiFICATiONS FOR DEFORMED AND PLAIN BiLLET-STEEL BARS FOR CONCRETE REINFORCEMENT" GRADE 60, DEFORMED. ASTM A 617-92 "STANDARD SPECIFICATIONS FOR AXLE -STEEL DEFORMED AND PLAIN BARS FOR CONCRETE REINFORCEMENT", GRADE 60, DEFORMED. 2. REINFORCING: SiZE i/4' DiA. (#2): ASTM A 82-90 "STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WiRE FOR CONCRETE REINFORCEMENT". EQUiVAL€NT TO SiZE W5 (0.252" AT DIA.). B. STEEL WiRE: ASTM A 82-90, PLAIN, COLD -DRAWN STEEL, "STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT". C. WELDED WiRE FABRIC: ASTM A 185-90, "STANDARD SPECIFICATIONS FOR WELDED STEEL WiRE FABRIC FOR CONCRETE REINFORCEMENT". D. SUPPORTS FOR REINFORCEMENT. i. GENERAL: PROVIDE SUPPORTS FOR REINFORCEMENT INCLUDING BOLSTERS, CHAIRS AND SPACERS FOR SPACING, SUPPORTING AND FASTENING REINFORCING BARS AND WELDED WIRE FABRIC IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WiTH CRS1 RECOMMENDATIONS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. WOOD, BRiCK AND OTHER DEVICES WILL NOT BE ACCEPTABLE UNLESS SPECIFICALLY NOTED HEREIN. 2.02. CONCRETE MATERIALS A. PORTLAND CEMENT: ASTM C I30-92, TYPE i. USE ONLY ONE BRAND OF CEMENT THROUGHOUT THE PROJECT. B. MINIMUM PROPERTIES: DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WiTH THE FOLLOWING MINIMUM PROPERTIES: i. FOUNDATIONS: 3000 PSi 28 -DAY COMPRESSIVE STRENGTH; 517 LBS. CEMENT PER CU. YD. MINIMUM. 2. ADMIXTURES: USE AIR -ENTRAINING ADMIXTURE iN EXPOSED CONCRETE, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. USE ADMIXTURES FOR WATER -REDUCING AND SET -CONTROL iN COMPLIANCE WiTH THE MANUFACTURER'S DIRECTIONS AND WHEN SPECIFICALLY APPROVED BY THE ARCHITECT. C. SLUMP LIMITS: PROPORTIONS AND DESIGN MiXES TO RESULT IN CONCRETE SLUMP AT THE POiNT OF PLACEMENT AS FOLLOWS: i. RAMPS AND SLOPING SURFACES: NOT MORE THAN 3". 2. REINFORCED FOUNDATION SYSTEMS! NOT LESS THAN 1" AND NOT MORE THAN 4". 3. ALL OTHER CONCRETE. NOT LESS THAN i" AND NOT MORE THAN 4". PART 3 - EXECUTION 3.01 INSPECTiON A. GENERAL: EXAMINE THE AREAS AND CONDITIONS UNDER WHiCH WORK OF THIS SECTION WiLL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK. DO NOT PROCEED UNTiL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.02 !QUALITY CONTROL TESTING DURING CONSTRUCTION B. GENERAL: THE TESTING LABORATORY APPROVED BY THE ARCHITECT WiLL PERFORM ALL TESTS AND SUBMIT TEST REPORTS. C. TESTS: SAMPLING AND TESTING FOR QUALITY CONTROL DURING THE PLACEMENT OF CONCRETE SHALL INCLUDE THE FOLLOWING: i. SAMPLING FRESH CONCRETE: ASTM C 172-90, EXCEPT MODIFIED FOR SLUMP TO COMPLY WiTH ASTM C 94-92. 2. SLUMP: ASTM C 143-90, ONE TEST FOR EACH CONCRETE LOAD AT POINT OF DISCHARGE AND ONE TEST FOR EACH SET OF COMPRESSIVE STRENGTH TEST SPECIMENS. 3. AiR CONTENT: ASTM C 231-91, PRESSURE FOR NORMAL WEIGHT CONCRETE; ONE FOR EACH SET OF COMPRESSIVE STRENGTH TEST SPECIMENS. 4. CONCRETE TEMPERATURE: TEST HOURLY WHEN AiR TEMPERATURE IS 40° F. AND BELOW, AND WHEN 80° F. AND ABOVE; AND EACHTIME A SET OF COMPRESSION TEST SPECIMENS ARE MADE. 5. COMPRESSION TEST SPECIMEN: ASTM C 31-91, ONE SET OF 4 STANDARD CYLINDERS FOR EACH COMPRESSIVE- STRENGTH TEST, UNLESS OTHERWISE DIRECTED. MOLD AND STORE CYLINDERS FOR LABORATORY -CURED TEST SPECIMENS EXCEPT WHEN FiELD-CURED SPECIMENS ARE REQUIRED. 6. COMPRESSIVE STRENGTH TESTS: A. ASTM C 39-86; ONE SET FOR EACH 100 CU. YDS. OR FRACTION THEREOF, OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY OR FOR EACH 5,000 SQ. FT. OF SURFACE AREA PLACED; ONE SPECIMEN TESTED AT 7 DAYS, TWO SPECIMENS TESTED AT 28 DAYS, AND ONE SPECIMEN RETAINED IN RESERVE FOR LATER TESTING. B. WHEN THE FREQUENCY OF TESTING WiLL PROVIDE LESS THAN 5 STRENGTH TESTS FOR A GiVEN CLASS OF CONCRETE, CONDUCT TESTING FROM AT LEAST 5 RANDOMLY SELECTED BATCHES OR FROM EACH BATCH 1F FEWER THAN 5 ARE USED. C. WHEN THE TOTAL QUANTITY OF A GiVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YDS., THE STRENGTH TEST MAY BE WAIVED BY THE ARCHITECT IF, IN HIS JUDGMENT, ADEQUATE EVIDENCE OF SATISFACTORY STRENGTH iS PROVIDED. D. WHEN THE STRENGTH OF FIELD -CURED CYLINDERS iS LESS THAN 85% OF COMPANION LABORTORY-CURED CYLINDERS, EVALUATE CURRENT OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR PROTECTING AND CURING THE IN-PLACE CONCRETE. D. REPORTS: TEST RESULTS WILL BE REPORTED iN WRITING TO THE ARCHITECT AND THE CONTRACTOR ON THE SAME DAY THAT TESTS ARE MADE. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN THE STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS; COMPRESSIVE BREAKING STRENGTH AND TYPE OF BREAK FOR BOTH 7 -DAY TESTS AND 28 -DAY TESTS. END OF SECTION 03300 SECTION 06192 PREFABRICATED METAL -PLATE -CONNECTED WOOD TRUSSES PART I - GENERAL 1.01 SUMMARY A. THiS SECTION INCLUDES THE FOLLOWING: 1. GABLE -SHAPED TRUSSES. 2. HiP AND GiRDER TRUSSES AT HIP ENDS OF ROOF. 3. MONOPiTCH TRUSSES. B. ROOF SHEATHING iS SPECIFIED IN DIVISION 6 SECTION "ROUGH CARPENTRY." 1.02 DEFINITIONS PREFABRICATED METAL -PLATA -CONNECTED WOOD TRUSSES INCLUDE PLANAR STRUCTURAL UMTS CONSISTING OF METAL -PLATE -CONNECTED MEMBERS THAT ARE FABRICATED FROM DIMENSION LUMBER AND THAT HAVE BEEN CUT AND ASSEMBLED PRIOR TO DELIVERY TO THE PROJECT SiTE. 1.03 SUBMITTALS A. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WiTH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. B. PRODUCT DATA FOR LUMBER, METAL CONNECTOR PLATES, HARDWARE, FABRICATION PROCESS, AND FASTENERS. C. WOOD TREATMENT DATA AS FOLLOWS INCLUDING CHEMICAL TREATMENT MANUFACTURER'S INSTRUCTIONS FOR HANDLING, STORING, INSTALLATION, AND FINISHING OF TREATED MATERIAL: 1. CERTIFICATION BY TREATING PLANT THAT REQUIRED FIRE -RETARDANT TREATMENT COMPLIES WITH SPECIFIED STANDARD AND OTHER REQUIREMENTS, AND BY METAL CONNECTOR PLATE MANUFACTURER THAT FiRE-RETARDANT FORMULATION iS APPROVED FOR USE WITH METAL CONNECTOR PLATES FOR TRUSS EXPOSURE INDICATED. 2. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING LABORATORY INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF FiRE-RETARDANT-TREATED WOOD PRODUCTS WiTH REQUIREMENTS INDICATED. D. SHOP DRAWINGS INDICATING SPECIES, SPECIES GROUP, SiZES, AND STRESS GRADES OF LUMBER TO BE USED; PiTCH, SPAN, CAMBER, CONFIGURATION, AND SPACING FOR EACH TYPE OF TRUSS REQUIRED; 'TYPE, SIZE, MATERIAL, FINISH, DESIGN VALUES, AND LOCATION OF METAL CONNECTOR PLATES; AND BEARING DETAILS. 1. TO THE EXTENT ENGINEERING DESIGN CONSIDERATIONS ARE INDICATED AS FABRICATOR'S RESPONSIBILITY, INCLUDE DESIGN ANALYSIS INDICATING LOADING, ASSUMED ALLOWABLE STRESS, STRESS DIAGRAMS AND CALCULATIONS, AND OTHER INFORMATION NEEDED FOR REVIEW THAT HAVE BEEN SiGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION, 2. PROVIDE SHOP DRAWINGS THAT HAVE BEEN SiGNED AND STAMPED BY A QUALIFIED PROFESSIONAL ENGINEER. E. PRODUCT CERTIFICATE, SIGNED BY OFFICER OF FABRICATING FiRM, CERTIFYING THAT METAL - PLATE -CONNECTED WOOD TRUSSES SUPPLIED FOR PROJECT COMPLY WiTH SPECIFIED REQUIREMENTS. 1.04 QUALITY ASSURANCE A. TPi STANDARDS: COMPLY WITH APPLICABLE REQUIREMENTS AND RECOMMENDATIONS OF THE FOLLOWING TRUSS PLATE INSTITUTE (TPI) PUBLICATIONS: i. "DESIGN SPECIFICATION FOR METAL PLATE. CONNECTED WOOD TRUSSES." 2. "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED PARALLEL CHORD WOOD TRUSSES." 3. "COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND ERECTING WOOD TRUSSES." 4. "COMMENTARY AND RECOMMENDATIONS FOR BRACING WOOD TRUSSES." 5. "QUALITY STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES." B. CONNECTOR PLATE MANUFACTURER'S QUALIFICATIONS: A MANUFACTURER THAT 1S A MEMBER OF 1PI AND THAT COMPLIES WITH TPi QUALITY CONTROL PROCEDURES FOR MANUFACTURE OF CONNECTOR PLATES PUBLISHED IN TPi "QUALITY STANDARD FOR METAL CONNECTOR PLATE MANUFACTURE." C. WOOD STRUCTURAL DESIGN STANDARD: COMPLY WITH APPLICABLE REQUIREMENTS OF N.F.P.A. "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." D. SINGLE -SOURCE ENGINEERING RESPONSIBILITY: PROVIDE TRUSSES ENGINEERED BY THE METAL PLATE CONNECTOR MANUFACTURER TO SUPPORT SUPERIMPOSED DEAD, LIVE AND WiND LOADS INDICATED, WITH DESIGN APPROVED AND CERTIFIED BY A QUALIFIED PROFESSIONAL ENGINEER. E. ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER LEGALLY AUTHORIZED TO PRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND EXPERIENCED iN PROVIDING ENGINEERING SERVICES OF THE KiND INDICATED THAT HAVE RESULTED IN THE INSTALLATION OF METAL - PLATE -CONNECTED WOOD TRUSSES SiMiLAR TO THOSE OF THiS PROJECT AND WiTH A RECORD OF SUCCESSFUL iN-SERVICE PERFORMANCE. F. FABRICATOR'S QUALIFICATIONS: 1. USE A FiRM THAT COMPLIES WITH THE FOLLOWING REQUIREMENTS FOR QUALITY CONTROL AND IS EXPERIENCED iN PREFABRICATING METAL -PLATE -CONNECTED WOOD TRUSSES SiMiLAR TO THOSE OF THiS PROJECT THAT HAVE A RECORD OF SUCCESSFUL iN-SERVICE PERFORMANCE. 2. FABRICATOR PARTICIPATES IN A RECOGNIZED QUALITY ASSURANCE PROGRAM THAT INVOLVES INSPECTION BY SPIB; TIMBERPRODUCTS INSPECTION, INC.; TRUSS PLATE INSTITUTE; OR OTHER INDEPENDENT INSPECTION AND TESTING AGENCY ACCEPTABLE TO ARCHITECT AND AUTHORITIES HAVING JURISDICTION. G. SiNGLE SOURCE RESPONSIBILITY FOR CONNECTOR PLATES: PROVIDE METAL CONNECTOR PLATES FROM A SINGLE MANUFACTURER. 1.05 DELIVERY, STORAGE, AND HANDLING A. HANDLE AND STORE TRUSSES WiTH CARE AND COMPLY WiTH MANUFACTURER'S INSTRUCTIONS AND TPi RECOMMENDATIONS TO AVOID DAMAGE FROM BENDING, OVERTURNING, OR OTHER CAUSE WHiCH TRUSSES ARE NOT DESIGNED TO RESIST OR ENDURE. 1.06 SEQUENCING AND SCHEDULING A. TiME DELIVERY AND ERECTION OF TRUSSES TO AVOiD EXTENDED ON-SITE STORAGE AND TO C. ELECTROLYTIC ZiNC-COATED STEEL SHEET: STRUCTURAL (PHYSICAL) QUALITY STEEL SHEET COMPLYING WiTH ASTM A 591, COATING CLASS C, AND, FOR STRUCTURAL PROPERTIES, WiTH ASTM A 446 GRADE A; ZiNC COATED BY ELECTRO -DEPOSITION; WiTH MINIMUM COATED METAL THICKNESS INDICATED BUT NOT LESS THAN 0.047 INCH. D. ALUMINUM -ZINC ALLOY -COA'T'ED STEEL SHEET: STRUCTURAL (PHYSICAL) QUALITY STEEL SHEET COMPLYING WITH ASTM A 792, COATING DESIGNATION AZ 50, AND, FOR A STRUCTURAL PROPERTIES, WITH ASTM A 446, GRADE A; ALUMINUM -ZINC ALLOY -COATED BY HOT -DIP PROCESS; WITH MINIMUM COATED METAL THICKNESS INDICATED BUT NOT LESS THAN 0.036 INCH. E. STAINLESS STEEL SHEET: CHROMIUM NICKEL STEEL SHEET COMPLYING WiTH ASTM A 167, TYPE 304, AND, FOR STRUCTURAL PROPERTIES, ASTM A 446, GRADE A; WITH MINIMUM METAL THICKNESS INDICATED BUT NOT LESS THAN 0.035 INCH. 2.04 FASTENERS A. GENERAL: PROVIDE FASTENERS OF SiZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS SPECIFIED iN THiS ARTICLE FOR MATERIAL AND MANUFACTURE. 1. WHERE TRUSS MEMBERS ARE EXPOSED TO WEATHER OR TO HiGH RELATIVE HUMIDITIES, PROVIDE FASTENERS WITH A HOT-DiP ZINC COATING PER ASTM A153 OR OF AiSI TYPE 304 STAINLESS STEEL. B. NAILS, WiRE, BRADS, AND STAPLES: FS FF -N-105. C. POWER DRIVEN FASTENERS: NATIONAL EVALUATION REPORT NER-272. D. WOOD SCREWS: ANSi Bi8.6.1: E. LAG BOLTS: ANSI 818.2.1. F. BOLTS: STEEL BOLTS COMPLYING WiTH ASTM A 307, GRADE A: WiTH ASTM A 563 HEX NUTS AND WHERE INDICATED, FLAT WASHERS, 2.05 METAL FRAMING ANCHORS A. GENERAL: 1. PROVIDE METAL FRAMING ANCHORS OF TYPE, SIZE, METAL, AND FINISH INDICATED THAT COMPLY WITH REQUIREMENTS SPECIFIED INCLUDING THE FOLLOWING: B. CURRENT EVALUATiONIRESEARCH REPORTS: 1. PROVIDE PRODUCTS FOR WHICH REPORTS EXIST FROM A MODEL CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT EVIDENCE COMPLIANCE OF METAL FRAMING ANCHORS FOR APPLICATION INDICATED WiTH THE BUILDING CODE IN EFFECT FOR THiS PROJECT. 2. ALLOWABLE DESIGN LOADS: PROVIDE PRODUCTS FOR WHICH MANUFACTURER PUBLISHES ALLOWABLE DESIGN LOADS THAT ARE DETERMINED FROM EMPIRICAL DATA OR BY RATIONAL ENGINEERING ANALYSIS AND THAT ARE DEMONSTRATED BY COMPREHENSIVE TESTING PERFORMED BY A QUALIFIED INDEPENDENT TESTING LABORATORY. C. GALVANIZED STEEL SHEET: STEEL SHEET ZINC -COATED BY HOT -DIP PROCESS ON CONTINUOUS LINES PRiOR TO FABRICATION TO 525 FOR COATING DESIGNATION G60 AND COMPLY WITH ASTM A (STRUCTURAL QUALITY); 446, GRADE A 527 (LOCK -ASTM 526 (COMMERCIAL QUALITY); OR ASTM A A FORMING QUALITY); AS STANDARD WiTH MANUFACTURER FOR TYPE OF ANCHOR INDICATED. 2.06 FABRICATION A. CUT TRUSS MEMBERS TO ACCURATE LENGTHS, ANGLES, AND SIZES TO PRODUCE CLOSE -FITTING JOINTS WITH WOOD -TO -WOOD BEARING iN ASSEMBLED UNITS. B. FABRICATE METAL CONNECTOR PLATES TO SIZE, CONFIGURATION, THICKNESS, AND ANCHORAGE DETAILS REQUIRED TO WITHSTAND DESIGN LOADINGS FOR TYPES OF JOiNT DESIGNS INDICATED. C. ASSEMBLE TRUSS MEMBERS IN DESIGN CONFIGURATION INDICATED USING JiGS OR OTHER MEANS TO ENSURE UNIFORMITY AND ACCURACY OF ASSEMBLY WITH JOINTS CLOSELY FITTED TO COMPLY WITH TOLERANCES SPECIFIED IN TPi "QUALITY STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES." POSITION MEMBERS TO PRODUCE DESIGN CAMBER INDICATED. D. CONNECT TRUSS MEMBERS BY MEANS OF METAL CONNECTOR PLATES ACCURATELY LOCATED AND SECURELY FASTENED TO EACH SiDE OF WOOD MEMBERS BY MEANS INDICATED OR APPROVED. MANUFACTURER, MODEL AND TYPE TO BE SPECIFIED ON SHOP DRAWINGS BASED ON DESIGN ANALYSIS, UNLESS NOTED ON DRAWINGS. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: ERECT AND BRACE TRUSSES TO COMPLY WiTH APPLICABLE REQUIREMENTS OF REFERENCED TPI STANDARDS. B. WHERE TRUSSES DO NOT FiT, RETURN THEM TO FABRICATOR AND REPLACE WITH TRUSSES OF CORRECT SIZE; DO NOT ALTER TRUSSES IN THE FIELD. C. ERECT TRUSSES WITH PLANE OF TRUSS WEBS VERTICAL (PLUMB) AND PARALLEL TO EACH OTHER, LOCATED ACCURATELY AT DESIGN SPACINGS INDICATED. D. HOIST TRUSSES IN PLACE BY MEANS OF LIFTING EQUIPMENT SUITED TO SIZES AND TYPES OF TRUSSES REQUIRED, EXERCISING CARE NOT TO DAMAGE TRUSS MEMBERS OR JOINTS BY OUT -OF -PLANE BENDING OR OTHER CAUSES. E. ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS TO COMPLY WiTH METHODS AND DETAILS INDICATED. F. INSTALL PERMANENT BRACING AND RELATED COMPONENTS TO ENABLE TRUSSES TO MAINTAIN DESIGN SPACING, WITHSTAND LIVE AND DEAD LOADS INCLUDING LATERAL LOADS, AND TO COMPLY WITH OTHER INDICATED REQUIREMENTS. G. DO NOT CUT OR REMOVE TRUSS MEMBERS. END OF SECTION 06192 ALL C ,12TR TI I MUST COMPLY WiTH Tiii 88TO____1D -%ClASR T H E I m C V�iL.`° Tp FAMILY W LLIH-ZtwU a 1 AH STATE OF CE001A A 0141 ' ARCHHICTURIE FLAINININIG INT ER€� _lk, .&Rc>-JFfEC T URE DESIG 0 • �w 0 w SA# 2.012-013 1 012,37 x.610 31405 0 F� Drawing Title: Structural Notes & Details Issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # S2.0 ALTERNATE DESIGN - SUBSTITUTE HELICAL PEIRS FOR WOOD PILES: ALL PILES SHOWN THIS SHEET (S2.1 ALT)SHALL BE HELICAL PEIRS TO BE SUBSTITUTED FOR THE PILES SHOWN ON S2.1. INSTALL ALL PIERS TO A MINIMUM jo FEET BELOW GRADE BUT NOT LESS THAN THAT REQUIRED TO DEVELOP A MINIMUM SAFE WORKING CAPACITY OF 13 KIPS PER PILE. CONTRACTOR SHALL HIRE A SPECIALTY CONTRACTOR APPROVED BY THE ENGINEER TO PERFORM PIUNG WORK. CONTRACTOR SHALL FURNISH A COPY OF THE WHITAKER LABORATORY GEOTECHNICAL REPOST FOR USE DURING THE DESIGN OF THE PILE SYSTEM. TOM_ NERS NOTES: i. ALL TIE BEAMS SHALL HAVE BOARD FORMED SIDES. 2. TOP AND BOTTOM REINFORCING SHALL EXTEND TO OUTSIDE FACE OF ADJACENT PILE CAPS OR GRADE BEAMS EACH END AND HOOK 900. 3. TIE BEAMS SHALL BE POURED MONOLITHICALLY WITH ADJACENT PILE CAPS. CONSTRUCTION JOINT PERMITTED ONLY AT MID -LENGTH WITH 4'-U" LAP IN TOP AND BOTTOM REINFORCING. PILE CAPS EACH END -SEE PLAN 12"O.C. r .. . . . . . . . . . . . . . . . . 1'4' --IN- TYPICAL SECTION THRU CONCRETE TIE BEAMS (INDICATED AS "TT ON PLAN) 6@6" 1'4' O.C. TYP, SPACING 3" h.- TOP REINF. SPLICES SHALL BE LOCATED MIDSPAN - F_ - - 9HALL 13E LAPPED 2'-0" a -e_* P_ F_ BE Pi OF #3 TIES (MIN.)__ 4 a 69 ba 14A V4 4 1 4 �4 t 4 4 I 4p as r 4 is 4 4 4 j 14 4 4 (4 4- �44 4 4 L 4" A 4 L 1 r 46 1 4 4aia 4, 44 q 4 . 0.1 44 A— 11 4 A a 4 a 4 4 4 4 4 4 44 < 4 ON SEE PLAN BOTTOM REINF. SPLICES SHALL BE LOCATED OVER PILE CENTERLINES AND SHALL BE LAPPED 2'-0" TYP. GRADE BEAM ELEVATION (MIN.) GRADE & TIE BEAM DETAILS 1'-3" 3'-W 1'-3" ita CL AIRCHITIECTURE P 1. A IN! I �111 IN Gi COL INTIER,101it YD E S I G Ki PLA 4 AL IOOp BENp- d a a d a 4'q 4 PICAL EACH 4 A4 B R 4 4 as d 14 4 a4 A '4 4 A Od 4 4 4 4 ro 4 4 4 q 4 4 n SECTION PC2 PILE CAP DETAILS (TYP. OF 4) 3 91237,36108 R0, 1,31OX10226 ,%NVANNIAI`1, (3A, 31405 F,] (U (U 52.1 3140: I:e \11S2J 314 :12 T 4 3 2 0 4 3 T 2 0 T CJ 12'-6" 12'-6" 4W-0" lz -615,-0" 12'-6r ICV -6" C4 " A 0 e 4p e 0 4-J 4=J 1'4' 1o'-6" 1'4' Yom." Id -6" 1'-4 GRADE BEAM E :3 0 Lb 0 0111 oZi L J L 16" CMU PIER < ABOVE (TYP) - SEE S A # 2012-013 DETAILS ON SHEET 3/S2.2 P PCz PC % r % L _J L -A -4-1 G - L - , O _j " 4 CON ---------------- C. SLAB, 3000 PSI w/ 6xwo/io WWF, OVER 10 E, T -0ALL HELICAL PILES it 3-11 3._6„-lir'-3' SHALL HAVE of MIL STEGO WRAP VAPOR j - BARRIER ON 95% COMPACTED 8" WIDE HARDWARE FOR io -1 S TERMITE TREATED FILL TURN DOWN SLAB 2'-9" 2'-9" MINIMUM 10 KIPS UPLIFT DUE TO coo A WIND. (TYP) 4- 5 OHNSO TS 5x54STEEL POST FOR THE CMU PIERS THESE LOCATIONS. BASE PLATE 12" WHERE ARROWS 2'-0" FINISHED SLAB X "' X 12" WITH (4) -1' DIA. X 16" HEADED Cq TOP OF 4' SHOWN INSTALL STEP SLAB 10-17'M.S.L. ANCHOR RODS. HELICAL PEIR AT A DOWNY"ASSUMED 10'- 0" MAXIMUM 100 DEGREE BATTER, IN THE DIRECTION OF THE ARROW -TYP. Drawing Title: TOP OF FINISHED SLAB AT WALL PC2 PC2 Slab & Foundation Plans -1 CN V.. F GL 0 L _J L issued for: CONCRETE CONSTRUCTION STEP SEE ARCH. Lk] 00 Issue Date: 2013-og-o6 SLAB PLAN (ALT for HELICAL PIERS) 52.1 1/4" : 112" REV. 2013-12-06 L 4) (D GRADE BEAM \A Document # ALL CONSTRUCTION MUST COMPLY WITH THE 8I1D44 AND THE 1,10 CINS, AND TWO FAUILY 042LI INC CODE FOUNDATION PLAN (ALT for HELICAL PIERS) _�WI�ODITION S2.1 1/4" : 12" 2*1 0 SEE DOORIWINDOW SIMPSON RSP4 EACH HEADER SCHEDULE FOR STUD OVER HEADER ADDITIONAL STRAPS AT BELOW ROOF JAMB EACH Sl - a ROOF LEVEL ROOF JOISTSITRUSSES SHALL BE CONNECTED TO WALL TOP PLATE WITH SIMPSON CLIPS !j PER SCHEDULE 1 2nd FLOOR, LEVEL STEEL RODS AT MAX. 48" U.C. BEI WEEN WINDOWS, DOORS, & WALL ENDS STEEL ROD AT 6"± ADJACENT TO WALL I ENDS, WINDOW JAMS, & DOOR JAMBS WALL E`NQS VEL IWO STORY WALLS SET RODS IN 6" DEEP TYPICAL S L PLATE AN RAGE: DRILLED HOLES FILLED HILTI X -2F PINS AT 8 WITH EPDXY ADHESIVE MAX. O.C. TYPICAL STRAPPING DETAILS AT FIRSTISECOND STORY EXTERIOR WALLS TAIL APPLIES TO: STEEL ROD ANCHORING SYSTEM: THIS DEALL E TAIL P WALLS. 'CONTRACTOR SHALL PROVIDE A "GO -BOLT" OR "CLP" 1. i.ALL INTERIOR .WALLS PRESET ANCHOR BOLT SYSTEM FOR AS SHOWN. 2. SUPPORTINGINTERIO ROUP JOISTS / SYSTEM SHALL COMPLY WITH THE FOLLOWING MINIMUM TRUSSES. REQUIREMENTS: 1. CONTRACTOR SHALL SUBMIT LAYOUT OF SYSTEM SHOWING LOCATIONS AND SIZES. 2. RODS SHALL BE PROVIDED AND ADEQUATELY SIZED TO RECEIVE WIND UPLIFT LOADS FOR ROOF FRAMING. SIZE AND SPACING OF BOLTS SHALL BE DETERMINED BY MFR. BASED ON COORDINATION OF UPLIFT LOADS PROVIDED BY EOR OR TRUSS MFR. 3. PROVIDE TYPICAL DETAILS OF SYSTEM WHICH SHOWS ALL CONNECTION HARDWARE, COUPLERS, ETC. 7 PILE ATTACHMENT / UPLIFT DETAIL S2.1 3/4"; 12" 4 3 2 NOTE: IF HEIGHT "D" IS LESS THAN 12", A SINGLE FULL -DEPTH HEADER MAYBE USED MATCH STUD SIZE SCHEDULE ROUGH OPENING - SEE ARCH. DRAWINGS JACK STUDS -SEE SCHEDULE FULL HEIGHT STUDS -SEE SCHEDULE K`6� TYP. DETAIL AT FRAMED WALL OPENING S2.2 3/4" :12" EXTERIOR SHEAR WALLS SSTD 10.99 SECT. 305.4.3. Windows and doors shall not be Installed near corners within 27 Inches for S feet wall height and 34 inches for 10 feet wall height,. Double Studs at each end. 1 INTE BAD 13EA ING WALLS tAC SECT, U'2,4 INTERMR LOAD 8EARINC W 1 -LS SHALL BE CONSTRUCTED, /°BAIRE LOCKED AS SIrECIFiED ;"I EXTERI R MALLS, Q • EXTERIOR STAIR LANDING PLATFORM ALL CONSTRUCTION MIUST COMPLY WITH TAE Z8TD_jq__-q_4AND THE IRC ONE AND TWO FIRST FLOOR FRAMING PLAN FAMILY IN EL OE 200& EDITION SECOND FLOOR FRAMING ALAN I 4 �!�.21/4": Iz" TIMBER SEE I L•�iui TH RU -BOLTS 2-5/8"0 TH RLI -BOLTS if NAI S AT 16" THRU BOLTS kn— Q.C. (INTO EACH HEADER PLY) — 4 — - -- — — SM PLATE CONNECTOR PROVIDE SIMPRON STRAP TIES OR SIMPSON CONNECTOR EACH JACK STUD AT ALL EXTERIOR TIMBER POSTS TO SUIT BEAM & WALLS & INTERIOR WALLS SUPPORTING —` COLUMN SIZES ROOF LOADS AS FOLLOWS: OPENINGS: STRAP TYPE: UP TO 4'-0" ST18 NOTES: 4' -1 " to 6'-0" ST18 1. ALL ENGINEERED TIMBER BEAMS SHALL BE SUPPORTED BY A 6' -1 " to 81-0" ST22 SOLID TIMBER POST OR STEEL COLUMN. SEE PLAN FOR SIZE. 2. SADDLES AND CONNECTORS SHALL BE FABRICATED TO SUIT BEAM AND COLUMN / POSTS SHOWN ON PLAN. EXTERIOR WALL FRAMING IRC SECT. 8602 AND SSTD 10.95 SECT, 30 f. THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER, MINIMUM THICKNESS (SHEA 3 THINOINCH1ROOF DICKiNO) 4" 1 7" ENGINEERED TIMBER BEAM TO POST CONNECTION 52.2 1/16" : 12" -_ SOLID GROUT FILL #3C7a 16"O.C. 8#7 VERTICAL BADS 3 16" CMU ITER S2.2 1/16" : 12" - -- • riflC•7f+ 1 iR TA r.Lii1 • s a�yy 33 ## J."L aN+E�I''-.N°G I,(1 ���,_,:,..1... I � .<:. � €NkM11,;1�1�0k' �e']MCI-13_�..£:t0�t9��.�IRE .i,c���.t�"'3.{�i.'+i;�.I-1, GA., 31405 r. E �1I 0 71" +0 R£SHMA 7 Drawing Title: First & Second Floor Framing Plans Issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # 52.2 11' � ROOF LEVEL ROOF JOISTSITRUSSES SHALL BE CONNECTED TO WALL TOP PLATE WITH SIMPSON CLIPS !j PER SCHEDULE 1 2nd FLOOR, LEVEL STEEL RODS AT MAX. 48" U.C. BEI WEEN WINDOWS, DOORS, & WALL ENDS STEEL ROD AT 6"± ADJACENT TO WALL I ENDS, WINDOW JAMS, & DOOR JAMBS WALL E`NQS VEL IWO STORY WALLS SET RODS IN 6" DEEP TYPICAL S L PLATE AN RAGE: DRILLED HOLES FILLED HILTI X -2F PINS AT 8 WITH EPDXY ADHESIVE MAX. O.C. TYPICAL STRAPPING DETAILS AT FIRSTISECOND STORY EXTERIOR WALLS TAIL APPLIES TO: STEEL ROD ANCHORING SYSTEM: THIS DEALL E TAIL P WALLS. 'CONTRACTOR SHALL PROVIDE A "GO -BOLT" OR "CLP" 1. i.ALL INTERIOR .WALLS PRESET ANCHOR BOLT SYSTEM FOR AS SHOWN. 2. SUPPORTINGINTERIO ROUP JOISTS / SYSTEM SHALL COMPLY WITH THE FOLLOWING MINIMUM TRUSSES. REQUIREMENTS: 1. CONTRACTOR SHALL SUBMIT LAYOUT OF SYSTEM SHOWING LOCATIONS AND SIZES. 2. RODS SHALL BE PROVIDED AND ADEQUATELY SIZED TO RECEIVE WIND UPLIFT LOADS FOR ROOF FRAMING. SIZE AND SPACING OF BOLTS SHALL BE DETERMINED BY MFR. BASED ON COORDINATION OF UPLIFT LOADS PROVIDED BY EOR OR TRUSS MFR. 3. PROVIDE TYPICAL DETAILS OF SYSTEM WHICH SHOWS ALL CONNECTION HARDWARE, COUPLERS, ETC. 7 PILE ATTACHMENT / UPLIFT DETAIL S2.1 3/4"; 12" 4 3 2 NOTE: IF HEIGHT "D" IS LESS THAN 12", A SINGLE FULL -DEPTH HEADER MAYBE USED MATCH STUD SIZE SCHEDULE ROUGH OPENING - SEE ARCH. DRAWINGS JACK STUDS -SEE SCHEDULE FULL HEIGHT STUDS -SEE SCHEDULE K`6� TYP. DETAIL AT FRAMED WALL OPENING S2.2 3/4" :12" EXTERIOR SHEAR WALLS SSTD 10.99 SECT. 305.4.3. Windows and doors shall not be Installed near corners within 27 Inches for S feet wall height and 34 inches for 10 feet wall height,. Double Studs at each end. 1 INTE BAD 13EA ING WALLS tAC SECT, U'2,4 INTERMR LOAD 8EARINC W 1 -LS SHALL BE CONSTRUCTED, /°BAIRE LOCKED AS SIrECIFiED ;"I EXTERI R MALLS, Q • EXTERIOR STAIR LANDING PLATFORM ALL CONSTRUCTION MIUST COMPLY WITH TAE Z8TD_jq__-q_4AND THE IRC ONE AND TWO FIRST FLOOR FRAMING PLAN FAMILY IN EL OE 200& EDITION SECOND FLOOR FRAMING ALAN I 4 �!�.21/4": Iz" TIMBER SEE I L•�iui TH RU -BOLTS 2-5/8"0 TH RLI -BOLTS if NAI S AT 16" THRU BOLTS kn— Q.C. (INTO EACH HEADER PLY) — 4 — - -- — — SM PLATE CONNECTOR PROVIDE SIMPRON STRAP TIES OR SIMPSON CONNECTOR EACH JACK STUD AT ALL EXTERIOR TIMBER POSTS TO SUIT BEAM & WALLS & INTERIOR WALLS SUPPORTING —` COLUMN SIZES ROOF LOADS AS FOLLOWS: OPENINGS: STRAP TYPE: UP TO 4'-0" ST18 NOTES: 4' -1 " to 6'-0" ST18 1. ALL ENGINEERED TIMBER BEAMS SHALL BE SUPPORTED BY A 6' -1 " to 81-0" ST22 SOLID TIMBER POST OR STEEL COLUMN. SEE PLAN FOR SIZE. 2. SADDLES AND CONNECTORS SHALL BE FABRICATED TO SUIT BEAM AND COLUMN / POSTS SHOWN ON PLAN. EXTERIOR WALL FRAMING IRC SECT. 8602 AND SSTD 10.95 SECT, 30 f. THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER, MINIMUM THICKNESS (SHEA 3 THINOINCH1ROOF DICKiNO) 4" 1 7" ENGINEERED TIMBER BEAM TO POST CONNECTION 52.2 1/16" : 12" -_ SOLID GROUT FILL #3C7a 16"O.C. 8#7 VERTICAL BADS 3 16" CMU ITER S2.2 1/16" : 12" - -- • riflC•7f+ 1 iR TA r.Lii1 • s a�yy 33 ## J."L aN+E�I''-.N°G I,(1 ���,_,:,..1... I � .<:. � €NkM11,;1�1�0k' �e']MCI-13_�..£:t0�t9��.�IRE .i,c���.t�"'3.{�i.'+i;�.I-1, GA., 31405 r. E �1I 0 71" +0 R£SHMA 7 Drawing Title: First & Second Floor Framing Plans Issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # 52.2 T PRE-ENGINEERED TIMBER ROOF TRUSS HURRICANE CLIP SCHEDULE LOAD (LBS.) SIMPSON CLIP TYPE NOTES AT EACH AT INTERIOR J OI STS LOCATION 0-365# H2.5 OR RAFTERS 366#-520# H2.5A - 521#-780# H10 - 781#-1050# H14. - NOTES: 1. WHERE NET UPLIFT VALUES AT ANY TRUSS REACTION EXCEEDS 1050#, CLIP SHALL BE AS RECOMMENDED BY SIMPSON BFR. OR AS SPECIFIED BY THE TRUSS MFR. 2. NAILS SHALL BE AS SPECIFIED BY SIMPSON. 3. SELECTION OF HURRICANES CLIPS SHALL BE DETERMINED USING THE ABOVE TABLE BASED ON NET UPLIFT REACTIONS SHOWN ON TRUSS MFR. DRAWINGS. 4. SCISSOR TRUSS SHALL BE CONNECTED WITH SIMPSON TYPE TBE CONNECTORS TO SUIT TOP PLATE SIZE AND CALCULATED UPLIFTS. 3 FRAMING SCH EDU LES S2.3 114" : 12" N5 WAU CONSTRUCTION dIABLI W ` IALLS SHALL gg UILT 1N ACCORDANCE Wr H §WTO 40 8ECT.:05.2.21 ,f. 4481 ik*t 301.3.1 HEADED SCHEDULE PLYWOOD DECKING NAILING SCHEDULE SUPPORTING JAMB STUDS AT EACH AT INTERIOR J OI STS LOCATION SPAN PANEL EDGE OR RAFTERS ROOF DECKING 1od @ i6" 1od @ 12" FLOOR DECKING SINGLE lod @ 6" iod jai to" NOTE: 1. FLOOR DECKING SHALL BE GLUED AND NAILED TO SUPPORTS. 3 FRAMING SCH EDU LES S2.3 114" : 12" N5 WAU CONSTRUCTION dIABLI W ` IALLS SHALL gg UILT 1N ACCORDANCE Wr H §WTO 40 8ECT.:05.2.21 ,f. 4481 ik*t 301.3.1 HEADED SCHEDULE SUPPORTING JAMB STUDS EA. END JACK FULL HGT SPAN SECTION ROOF OVER (2)-2x6 W1 SINGLE SINGLE 1/2" PLYWOOD o' to 4'-0" PLATE (2)-2x10 Wf DOUBLE DOUBLE '<<h 1/2" PLYWOOD ^� 4`-1" to 6'-0" PLATE F/y VJ (2)-2x12 W/ DOUBLE DOUBLE 1/2" PLYWOOD PLATE 6-1" to 8'-0" (3)-2x8 W/ SINGLE SINGLE 1/2" PLYWOOD 0' to 4'-0" PLATES (3)-2x10 W/ DOUBLE DOUBLE 1/2" PLYWOOD 4I 4'-1" to 6'-0" ,f PLATES '1 V) N (3)-2x12 W/ DOUBLE DOUBLE 1/2" PLYWOOD PLATES 6-1" to 8'-0" { IRC SECT. 802 AND SSTD 10.95 SECT, 102 AND 307 ALLOWED ROOF SLOPES ARE 2112.7112 FOR WOOD MALI, CONSTRUCTION. ALL HOLES IN HOLD DOWNS TO BE FILLED USING MANUFACTURER'S NAILS. A z w a w w z U z w C M T.O.M. 17' - a" a ---- COMPOSITE SOFFIT BI). DOUBLE RIM JOIST P.T. 2X6 NAILER i W8X21 W/,2" THREADED BOLTS @ 32" Q.C. TOP FLANGE 9" CEMENTITIOUS STUCCO OVER CMU COLUMN 2 TYP. JOIST TO STL. BEAM CONNECTION S2.3 1" : 12" ROOF & DECK FRAMING PLAN ALL CONSTRUCTION MUST COMPLY WITH THE S2.3 1/4" :12" FAMILY DWELLING CODE AND STATE OF GEORGIA AMENOMENT"9, ;S1-I.jN1E-1 A PC.-31TEC11JR E 912.373-6108 3.610 PLANNIi,4G P0. Kxx, 10)226 DFSIGN 31405 v SA# 2012-013 c ,U OIF G C,,�Nse � .a .�ESI�IMA F W -ti Drawing Title: Roof Framing & Details Issued for: CONSTRUCTION Issue Date: 2013 -0g -a8 Document # S2*3 It as ISHED FLOOR G [V A PLY -GEM VINYL DOUBLE HUNG WINDOW W/ TRANSOM GRILLE: 7s" SDL HARDWARE : TBD t-0 " 3 NOT USED PLY -GEM VINYL DOUBLE HUNG WiNDOW GRILLE: 7/g" SDL HARDWARE: TBD 2`-10" 7f--�� G PLY -GEM VINYL DOUBLE HUNG WINDOW GRILLE: %" SDL HARDWARE: TBD to 11 2,«10,0 Q DOOR SCHEDULE W 4 G O N G U INTERIOR DOOR A PLY -GEM A PLY -GEM PLY -GEM = PLY -GEM z VINYL VINYL t/! VINYL U PICTURE WiNDOW TRANSOM WiNDOW ua e w W/ TRANSOM GRILLE: 3/8" SOL HARDWARE: TBD GRILLE: Y8" SDL GRILLE: 7/8" SDL t-0 " 3 NOT USED PLY -GEM VINYL DOUBLE HUNG WiNDOW GRILLE: 7/g" SDL HARDWARE: TBD 2`-10" 7f--�� G PLY -GEM VINYL DOUBLE HUNG WINDOW GRILLE: %" SDL HARDWARE: TBD to 11 2,«10,0 Q DOOR SCHEDULE WINDOW 4 G O N G EXTERIOR DOOR INTERIOR DOOR A PLY -GEM A PLY -GEM PLY -GEM = PLY -GEM z VINYL VINYL DOUBLE HUNG WINDOW VINYL U PICTURE WiNDOW TRANSOM WiNDOW ua DOUBLE HUNG WiNDOW w W/ TRANSOM GRILLE: 3/8" SOL HARDWARE: TBD GRILLE: Y8" SDL GRILLE: 7/8" SDL GRILLE: 7/8" SDL HARDWARE : TOD W HARDWARE: TBD W HARDWARE: TBD HARDWARE: TBD I DIMNL-VINYL M a 4-0 X 4 9'-4' FIXER PICTURE w/ S-4" h" TRANSOM W5 DiNiNG VINYL 2'-10 X 1-4" 9'4 FIXED PICTURE w/ 2' " h. TRANSOM t-0 " 3 NOT USED PLY -GEM VINYL DOUBLE HUNG WiNDOW GRILLE: 7/g" SDL HARDWARE: TBD 2`-10" 7f--�� G PLY -GEM VINYL DOUBLE HUNG WINDOW GRILLE: %" SDL HARDWARE: TBD to 11 2,«10,0 4 WINDOW LEGEND 9 t"+ FINISHED FLUOR 0 EXTERIOR DOOR ENTRY DOOR SYSTEM W/ SIDELIGHTS Y3 GLASS HARDWARE: TBD 5'4' f 1 3 -0" Ji N L__ N `rt NOT USED NJ EXTERIOR DOOR EXTERIOR DOOR 3 -PANEL STYLE TO MATCH PLY -GEM PRO SERIES 800 INTERIOR TRU STILE. TS3000 WITH TRANSOMS FRENCH HINGED PATIO DOOR HARDWARE: TBD GRILLE: %" SDL HARDWARE: TBD Oft 61-0" VARIES VARIES , S' 1 .-- oa r NOT USED `o =lcN VARIES 0 P.T. SiTE-BUILT DOOR 4'-0" 1. 2'4" 2'-0" 2'-0" 9 9 NOT USED E_ O EXTERIOR DOOR PLY -GEM PRO SERIES 800 PATiO DOOR GRILLE: %" SDL HARDWARE. TBD 3'-6" It-gtt i' gtt ' FINISHED FLOOR. DOOR SCHEDULE WINDOW 4 G O N G EXTERIOR DOOR INTERIOR DOOR PLY -GEM PLY -GEM PLY -GEM PLY -GEM PLY -GEM VINYL VINYL VINYL VINYL VINYL DOUBLE HUNG WINDOW FIXED CIRCULAR WINDOW DOUBLE HUNG WiNDOW PiCTURE WiNDOW DOUBLE HUNG WiNDOW GRILLE: 7s" SDL GRILLE: 7s" SDL W/ TRANSOM AND AWNING W/ TRANSOM W/ TRANSOM AND PICTUT HARDWARE: TBD HARDWARE: TBD GRILLE: 7/8" SDL GRILLE: 7/g' SOL GRILLE: Yj' SDL p 2`401" X 7-4" HARDWARE . TBD HARDWARE: TBD HARDWARE: TBD 4 WINDOW LEGEND 9 t"+ FINISHED FLUOR 0 EXTERIOR DOOR ENTRY DOOR SYSTEM W/ SIDELIGHTS Y3 GLASS HARDWARE: TBD 5'4' f 1 3 -0" Ji N L__ N `rt NOT USED NJ EXTERIOR DOOR EXTERIOR DOOR 3 -PANEL STYLE TO MATCH PLY -GEM PRO SERIES 800 INTERIOR TRU STILE. TS3000 WITH TRANSOMS FRENCH HINGED PATIO DOOR HARDWARE: TBD GRILLE: %" SDL HARDWARE: TBD Oft 61-0" VARIES VARIES , S' 1 .-- oa r NOT USED `o =lcN VARIES 0 P.T. SiTE-BUILT DOOR 4'-0" 1. 2'4" 2'-0" 2'-0" 9 9 NOT USED E_ O EXTERIOR DOOR PLY -GEM PRO SERIES 800 PATiO DOOR GRILLE: %" SDL HARDWARE. TBD 3'-6" It-gtt i' gtt ' FINISHED FLOOR. DOOR SCHEDULE WINDOW SCHEDULE 0 (D G EXTERIOR DOOR INTERIOR DOOR FRAMELESS INTERIOR DOUR INTERIOR DOOR PLY -GEM PRO SERIES 800 TRU-STILE : TS3000 GLASS SHOWER TRU-STILE : TS3000 TRU-STILE: TS3000 FRENCH HINGED PATiO DOOR 3 PANEL SOLiD CORE MDF DOOR BY G.C. 3 PANEL, SOLiD CORE MDF 3 PANEL SOLiD CORE MDF _ GRILLE: Yj" SDL STICKING: BV (BEVEL) W2 STICKiNiG: 8V (BEVEL) STICKING: BV (BEVEL) HARDWARE: TBD PANEL: C -FLAT 94, PANEL. G -FLAT PANEL: C -FLAT 2 DOOR LEGEND V14YL p 2`401" X 7-4" 9'-4" Au 1/4!': 12" W& I DIMNL-VINYL M a 3 DOOR SCHEDULE WINDOW SCHEDULE DOOR WINDOW REMARKS MARK LOCATION MATERIAL TYPE SIZE HEAD HEIGHT WI DiNiNG VWL A 2-10 X 4" 9`4, DOUBLE HUNG i TRANSOM I AWNING W2 DiNiNG VINVL 11 2-10 X _4" 94, DWBLE HUNG I TRANSpM / AWNING Wt DINING V14YL p 2`401" X 7-4" 9'-4" FIXED PICTURE wl 2'-4," h. TRANSt)M W& I DIMNL-VINYL M a 4-0 X 4 9'-4' FIXER PICTURE w/ S-4" h" TRANSOM W5 DiNiNG VINYL 2'-10 X 1-4" 9'4 FIXED PICTURE w/ 2' " h. TRANSOM W6 MASTER BEDROOM ViNYL A 2'-W X 4 9`-4' DOUBLE HUNG wl 2'4"k TRANSOM W-7 MASTER BEDK�QM ViNYL -R1 x ig 9`4" DOUBLE HUNG w/ 2'-4." k TRANSOM VINYL C %-W x2'4. '-4" 2WIL TRANSOM - AIM wkh TYPE "A" Wo MASTER BATH VINYL 2-W' X 3- 7'-0" DOUBLE HUNG W10 STAIRS D f_WxS_W DOUBLE HUNG W11 STAIRS VBVIt6 p 2-10 x SA 9'-4" DOUBLE HUNG W12 LUNIM I PANTRY Vryr1YL n Y-WX SA 9'-4!' DOUBLE HUNG W13 XIILHM VWL ID X-10" X S-10" 9`4, DOUBLE HUNG Wu I 1EDRDQMt2 VINVL F 3-d" X Fcr 7' -Ott OMBLE HUNG W TPI #2 VINYL E 2 ' X 3-11 7'-0" DOUBLE HUNG M STAIRS VWYL K T4P X 3-Q' 5'-B DOABLE HUNG D16 BATH ga VINYL 2'-8" X S -D" 704' D(3tiBLE HUNG ViNYL 1 3-11" X g p" 714, DOUBLE HUNG Dig BEDROOM ViNYL H 3' 4' X 6'-0" 7'-0" DOUBLE MUNG W2 L ROOM VINYL K Y4Y X 7-4' V-4" FIXED PICTURE w( S-4° h. TRANSOM Pi KITCHEN ( LAUNDRY VINYL H 2'-10" X 7'-4" 9`-4" FiXED PICTURE w 2'- " h. TRANSOM W22 i 1 VINYL L 2'-10" X 14" 914' DOUBLE HHG i TRANSOM / PICTURE W21 I DINING ViNYL -10 X 7'-4" 4" DOABLE HUNG / TRAMOM I PICTURE D22 -_LEDRQQM 2 WOOD- CLAD 2 2'-8" X 7'-0" x D23 BEDROOM SOLITI CORE MDF H 2'-8" X T-0" 7'-0" X D24 BEDROOM 3 / LOFT 5OUD CORE MDF H 2'171.011 7'-0' X D2.rt Ing WOOD - CLAD 2 2'4'X ?'-0' 7'-0" D26 L SOLID CORE MDF 2 1'-9" X V-0" 7'-0" D27 BATH 0uD CORE MDF H 2' 1-0" 7' 0' X D28 MMA ___GLASS.-_ SHOWER 1 2'-0 X 6-0" 64" FELFS GLASS SHMY D29 BEDROOM 2 SOLiD CORE MDF 2.8"X 7`-0 7-0 X 5 Q CORE MDF H 2 - ' X 7` 0" 7'-0'f OCKET DOOR 1231 BED M 2 SOLID COREMDF H 2'-$" X 7'-0" 7'-0" DN IR Wn(] . CLAD F 24' X 7'-0' WINDOW SCHEDULE AM WINDJWSB DOORS AND SKYLIGHTS EMERGENCY ESCAPE AND RESCUE OPENINGS SSTD 10`99 TABLES 602Ai, 902A2, 6024,31 0 604 IRC SECT. 310 AND IRC 50111,2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAT? OPENING OF � , , �.» 1 ° 6,7 $O, FT. EXCEPT GRADE FLOOR OPENING SHALL APPROVED ;a F.LEo "'.r . ��i ' �� RAYS A MINIMUMNET CLEAR OPENING or 6 14, F% PO ITIV ; C 1' r 'fi�IE aP F DOOR SCHEDULE AIJ 114" : 12" ARC H I _1T. -CTU RE912373,6108 0 > r. (U 0 v=j t0 cu i E 0 0 SA# 2012-013 �I 0 q NSA coo MA JOHNS Drawing Title: SCHEDULES Issued for, CONSTRUCTION Issue Date; 2013-09-06 REV. 2013-12-20 Document # DOOR SCHEDULE DOOR REMARKS MARK LOCATION MATERIAL TYPE SIZE HEAD HEIGHT Di ENTRY FOYER WOOD - CLAD A 3'-0" X TW + 2 1'--6" X 7'-0" SMIRUGHTS 7'-0" X D2 ENM FOYER OD - QhQ 11 2t -W X 74 1-0" 12.1 UM FOYER SOLID CORE MDF p VAT X 74 p -o" ENTRY FOYER- M 0 1 2'-8" X14 1-0" OUTDOOR STORAGE PT SITE BUILT 12,4,-5T SEE ELEV, P.T. SITE BUILT - V.I.F. D6 TDOOR SHOWER PT SITE BUiLT 1 2 i'-9" X 5'-6 SEE ELEV. A.T. S BUiLT - W.F. 2- 5- SEE ELEV. _ ILE T SITE BUiLT t T4, x 3-6 SEE ELEV. I)qDlid G ROOM D D10 NO ll 2 2 .T X 1-0' + 2.4" TRANSOM 1 9'1 D12 OT USPI1 DA MASTER BEDROOM SQUR MRE kDF H 2-8 X 7`4 D14 M&I'ER BEDRM W0011 - CIA D 2 2'-8" X 7'-0' + 2-4" TRANSOM 9'-4" Di MASTER BEDR SOLID C0111E MDF K 2 2'-0' X 7'4 7'-0" D16 -.MASTER BEEN —MID = MaE 2-6'X 7'-0" 7'-0" GLASS - SHOWER 1 2'-0 X b'-0" 7'-0" Dig MASTER BATH ID CORE MDF H 2-0' X 7'-0" 7'-o" X Dig POWDER ROOM SMD CORE MDF D 2`4" X T-0" Y-0" X D20 KITCHEN ( LAUNDRY 0 1D CORE MDF H 8 8`. X To" 7'-0' POCKET DOOR LAUNDRY / PANTRY SOLiD CORE MDF H 2-4' X 7-0" 7'-0" D22 -_LEDRQQM 2 WOOD- CLAD 2 2'-8" X 7'-0" x D23 BEDROOM SOLITI CORE MDF H 2'-8" X T-0" 7'-0" X D24 BEDROOM 3 / LOFT 5OUD CORE MDF H 2'171.011 7'-0' X D2.rt Ing WOOD - CLAD 2 2'4'X ?'-0' 7'-0" D26 L SOLID CORE MDF 2 1'-9" X V-0" 7'-0" D27 BATH 0uD CORE MDF H 2' 1-0" 7' 0' X D28 MMA ___GLASS.-_ SHOWER 1 2'-0 X 6-0" 64" FELFS GLASS SHMY D29 BEDROOM 2 SOLiD CORE MDF 2.8"X 7`-0 7-0 X 5 Q CORE MDF H 2 - ' X 7` 0" 7'-0'f OCKET DOOR 1231 BED M 2 SOLID COREMDF H 2'-$" X 7'-0" 7'-0" DN IR Wn(] . CLAD F 24' X 7'-0' DOOR SCHEDULE AIJ 114" : 12" ARC H I _1T. -CTU RE912373,6108 0 > r. (U 0 v=j t0 cu i E 0 0 SA# 2012-013 �I 0 q NSA coo MA JOHNS Drawing Title: SCHEDULES Issued for, CONSTRUCTION Issue Date; 2013-09-06 REV. 2013-12-20 Document # All Plumbing lnotallation# mint comply with The International Plumbing Code; ,, - Edition and State of Georgia Amendments All Outride,1"Otaltet pl5n0 � � with �8a64 and 0 at 3 PLUMBING FIXTURE SCHEDULE Ai.2 EQUIPMENT SCHEDULE EQUIPMENT / PLUMBING SCHEDULE REMARKS ;MtARK LOCATION TYPE MAKE DESCRIPTION MODEL NO. FIXTURES & FITTINGS SERIES UNDER -THE -CABINET HOOD = 4230YSS STAINLESS STEEL X DISHWASHER E 4 BURNER GAS SLiD£-iN RANGE 4 CYCLE / 6 OPTION DISHWASHER KGSK9015S5 KUDS30PXSS STAINLESS STEEL STAINLESS STEEL E Q4 KITCHEN iS AL HORSEPOWER CONTINUOUS FEED FOOD WASTE DISPOSER KCDS07ST r � �; r1I`� I i ii KCMS1655USS �■ 06 MEN REFRIGERATOR KITCHENAID 20 CU. FT. COUNTER DEPTH FRENCH DOOR REFRIGERATOR KBFS20EVMS MONOCHROMATIC STAINLESS STEEL E 07 LAUNDRY I PANTRY DRYER T D HARDiE SOFFIT PAINT WASNER LB.D. GYP X R PAiNT GYP. PAiNT E to IMNQ MM BEV I VANEREF AID PAINT GYP. WOOD x 5MGE Q ENTRY EM STACK W CERAMIC 11LE GYP. PAINT GYP. PAiNT GYP. PAINT } PAW ' � ��+■ 2.i '; ' i E�� GYP. ■ GYP. ` ; • GYP. PAINT Ems■ PAINT CONC. GYP. PAINT GYR PAINT GYP. PAINT GYP. PAINT - PAINT SERMCE YARD CONC. ` ■s 1 1 i 11� r• 1 ► A ��� �■ PAINT GYP. REN I► ;IIIc ►\ : A ��■ GYP. PAINT GYP. PAINT GYP. PAINT GYP PAINT - PAINT CARPORT, B NONE SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT - PAINT t ■"110i1'Tr. I S'.�1■ ♦ ��■ . -SCREENED MCH COMPOSITE WOOD DECK SEE ELEV. ■`�ii:� �,: r2.; �: r. ■ I ,� ; ; �_ ■ PAINT ■ A PAINT I HARDiE SOFFIT PAINT . WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV• I PAINT SEE ELEV. PAINT GYP. / WOOD PAINT WOOD SEE ELEV. PAiNT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. i WOOD PAINT -LI)ANC ROOM WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. / WOOD PAINT MASTER I3EQHQQM WOOD SEE ELEV. PAINT ff-MED) No kill SEE ELEV. PAINT SEE ELEV. PAINT GYP. PAINT MASTER BATH- 71,70 MR. ��1■_ PAINT SEE ELEV. PAINT SEE ELEV. • 1 i ' • E�'■■ GYP. 1 A ■R r 1 r 1 �'�■ ■■ SEE ELEV. PAINT IME PAINT I� ©1�■ ■ SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT W. PAINT --PDMH ROOM WOOD GYP. PAINT GYP. PAINT W. PAINT I GYP. PAINT GYP. PAINT LAUNDRY / PANTRY WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV, mi -0 11 - . PAINT GYP. PAINT MECHANICAL CLOSET WOOD GYP. PAINT OEM GYP. PAINT GYP. PAINT GYP. PAINT COMPOSITE WOOD DECK SEE ELEV. PAINT SEE ELEV. PAINT 3 PLUMBING FIXTURE SCHEDULE Ai.2 ( ---N\ APPLIANCE SCHEDULE A1.2 EQUIPMENT SCHEDULE EQUIPMENT / APPLIANCES REMARKS ;MtARK LOCATION TYPE MAKE DESCRIPTION MODEL NO. COLOR IT HE V£ T H900 101MENAID600 SERIES UNDER -THE -CABINET HOOD = 4230YSS STAINLESS STEEL X DISHWASHER E 4 BURNER GAS SLiD£-iN RANGE 4 CYCLE / 6 OPTION DISHWASHER KGSK9015S5 KUDS30PXSS STAINLESS STEEL STAINLESS STEEL E Q4 KITCHEN iS AL HORSEPOWER CONTINUOUS FEED FOOD WASTE DISPOSER KCDS07ST N/A MICROWAVE K ITUEN"I 1200 WATT COUNTERTOP MICROWAVE OVEN KCMS1655USS BLACK CABINET / STAINLESS DOORS 06 MEN REFRIGERATOR KITCHENAID 20 CU. FT. COUNTER DEPTH FRENCH DOOR REFRIGERATOR KBFS20EVMS MONOCHROMATIC STAINLESS STEEL E 07 LAUNDRY I PANTRY DRYER T D HARDiE SOFFIT PAINT WASNER LB.D. GYP X R PAiNT GYP. PAiNT E to IMNQ MM BEV I VANEREF AID PAINT GYP. WOOD x 5MGE Q ENTRY EM STACK W CERAMIC 11LE GYP. PAINT GYP. PAiNT GYP. PAINT ( ---N\ APPLIANCE SCHEDULE A1.2 FINISH SCHEDULE AL2 . ITECTIJ RE 912.3-116108 P.Lik"41ING P.O.BON` 1�.,22('3 INTE1.1,10P, ARGETECTUiRE SAVANNAH, Gk, ## ,, N 31405 5 SA# 2.012-013 , of S'.. CI,} H F jOHN Drawing Title; SCHEDULES Issued for: CONSTRUCTION Issue Date: 2013-0g-06 Document # Aio,,2 ROOM FINISH SCHEDULE BOOM NAME FLOOR FINISH N MATERIAL FINISH MATERIAL. WALLS E S FINISH MATERIAL FINiSH W MATERIAL FINISH CEILiNG REMARKS MATERIAL FINISH ENTRY PORCH CONC, GYP, PAINT GYP. PAINT GYP. PAINT GYP. PAINT HARDiE SOFFIT PAINT EMM FOUR CERAMIC TILE GYP PAiNT GYP. PAiNT GYP. PAiNT GYP. PAINT GYP. WOOD PAINT INDOOR SMGE CERAMIC 11LE GYP. PAINT GYP. PAiNT GYP. PAINT GYP: PAW - PAINT CONC. GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT PAINT CONC. GYP. PAINT GYR PAINT GYP. PAINT GYP. PAINT - PAINT SERMCE YARD CONC. GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT - PAINT A NONE GYP. PAINT GYP. PAINT GYP. PAINT GYP PAINT - PAINT CARPORT, B NONE SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT - PAINT -SCREENED MCH COMPOSITE WOOD DECK SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT I HARDiE SOFFIT PAINT DINING ROQM-- WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV• I PAINT SEE ELEV. PAINT GYP. / WOOD PAINT WOOD SEE ELEV. PAiNT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. i WOOD PAINT -LI)ANC ROOM WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. / WOOD PAINT MASTER I3EQHQQM WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. PAINT MASTER BATH- NATURAL STONE TILE SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT I GYP. PAINT MASTER W.C. NATIIRAL STONE TILE SEE ELEV, PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. PAINT N TURAL STONE TILE SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT W. PAINT --PDMH ROOM WOOD GYP. PAINT GYP. PAINT W. PAINT I GYP. PAINT GYP. PAINT LAUNDRY / PANTRY WOOD SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV, PAINT SEE ELEV. PAINT GYP. PAINT MECHANICAL CLOSET WOOD GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT COMPOSITE WOOD DECK SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT PAINT CARPET GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT BATH 2 11LE SEE ELEV. PAINT SEE ELEV. p&INI SEE ELEV. PAINT SEE ELEV. PAINT GYP. PAINT CARPET SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT SEE ELEV. PAINT GYP. PAINT LOFT COMPOSITE WOOD DECK SEE ELEV. PAINT SEE ELEV, PAINT SEE ELEV. PAINT SEE ELEV. PAINT PAINT CARPET GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT TILE GYP. PAINT I GYP. PAINT GYP. PAINT GYP. PAINT GYP. PAINT -MMAL WOOD GYP. PAINT I GYP. PAINT GYP. PAiNT GYP, PAINT GYP. PAINT FINISH SCHEDULE AL2 . ITECTIJ RE 912.3-116108 P.Lik"41ING P.O.BON` 1�.,22('3 INTE1.1,10P, ARGETECTUiRE SAVANNAH, Gk, ## ,, N 31405 5 SA# 2.012-013 , of S'.. CI,} H F jOHN Drawing Title; SCHEDULES Issued for: CONSTRUCTION Issue Date: 2013-0g-06 Document # Aio,,2 CEILING FAN 0 30A 208V RECEPTACLE IS- A.F.F. RACEWAY IN WALL OR CEILING OR EXPOSED WALL MOUNTED FIXTURE RECEPTACLE DUPLEX ig" A.F.F. HOMERUN TOPANELBOARD, # IS CIRCUIT NUMBER CEILING FIXTURE, WALL WASH # OF MARKS IS # OF WIRES IN RACEWAY OGF) RECEPTACLE DUPLEX GROUND FAULT INTERRUPTING CEILING PENDANT FIXTURE $ TOGGLE SWITCH SINGLE POLE 48" A.F.F. WATER HEATER DUPLEX @ 44" A.F.F. UNLESS NOTED i EXHAUST FAN (D THERMOSTAT TOGGLE SWITCH 3 -WAY 48" A.F.F. # QUADPLEX OUTLET SMOKE I)MCTORS IRC SECT R-313.1 & GAAMEND �4 TOGGLE SWITCH 4 -WAY 4S" A.F.F. 0) WP RECEPTACEL DUPLEX i5A. 125V WEATHERPROOF Inside and outside each slSePlng CS SMOKE DETECTOR 0 DUPLEX FLOOR OUTLET 1� CHIME 7'-6" A.F.F. 4 QUADPLEX FLOOR OUTLET CA I rlw� TELEVISION RECEPTACLE 18" A.F.F. (D JUNCTION BOX DOOR CHIME BUTTON 36" A.F.F. FQMETER TELEPHONE OUTLET 54" A.F.F. ME= PANELBOARD, ELECTRIC /L TELEPHONE OUTLET 18" A.F.F. CEILING FAN 0 RECESSED CAN FIXTURE WALL MOUNTED FIXTURE CEILING MOUNBTED FIXTURE CEILING FIXTURE, WALL WASH UNDER CABINET FIXTURE CEILING PENDANT FIXTURE WH WATER HEATER EXHAUST FAN (D THERMOSTAT SMOKE I)MCTORS IRC SECT R-313.1 & GAAMEND Interconnected, I 10 volt required Inside and outside each slSePlng area and each floor. Combination type required In vicinity of each sleeping area. . All Elactriml Installations must ALL WIRING, comply with The National Elizatrie. SERVICE INCLUDED Code _2ajL_ Edition and State MUST BE COPPER of 0, acxs!n Am andmants ALUk-!U,,NJM ALLOWED section 9, sub -section 8-2-A Tyt*a Land DevelOment Code SERVICE EQUIPMENT—DI; CONNECTING 14EAJ4 NEC_2.S&W0.70 Means shall be Provided to disconnect all conductors in a building or other structure from the service -entrance conductors, 2 /� GROUND FLOOR POWER / LIGHTING PLAN 1 19' : 12" 4 phase, I) - installed in dwelling unit famil'.� living rooms, parlors, libraries, de recreation rooms, closets, hallw'4 arcas shall be ptotected by a interrUptel', pj,),,cctic,n �)j't'nc branch circui' GROUND FLOOR PLAN 1/40 :12" AIRCHITECBURL PLANNING INTERIOR AR-(.'JHITECTURF 1) E 11"i I G N SA4 2012-013 c of G NS 00 Ci 'N o. NW, 9113"P3.6108 EkD, BOX '10226 cilk 3140S v K?A Drawing Title: Ground Floor Plan issued for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # A2.1 0 30A 208V RECEPTACLE IS- A.F.F. RACEWAY IN WALL OR CEILING OR EXPOSED 0 RECEPTACLE DUPLEX 18- A.F.F. HOMERUN TO PANELBOARD; * IS CIRCUIT NUMBER CEILING FAN # OF MARKS IS # OF WIRES IN RACEWAY 0 GF1 RECEPTACLE DUPLEX GROUND FAULT INTERRUPTING DUPLEX @ 44!'A.F.F. UNLESS NOTED $ TOGGLE SWITCH SINGLE POLE 48" A.F.F. 0 RECESSED CAN FIXTURE 3 TOGGLE SWITCH 3 -WAY 48" A.F.F. WALL MOUNTED FIXTURE QUADPLEX OUTLET 4 TOGGLE SWITCH 4 -WAY 48" A.F.F. CEILING MOUNBTED FIXTURE Wr- RECEPTACEL DUPLEX 15A, 1255 WEATHERPROOF ($-,) SMOKE DETECTOR CEILING FIXTURE, WALL WASH DUPLEX FLOOR OUTLET I C] CHIME 7'-6" A.F.F. UNDER CABINET FIXTURE QUADPLEX FLOOR OUTLET Fck TELEVISION RECEPTACLE A.F.F. 11V 1$ CEILING PENDANT FIXTURE (D JUNCTION BOX DOOR CHIME BUTTON 36" A.F.F. WH WATER HEATER Rl METER TELEPHONE OUTLET 54" A.F.F. k6j EXHAUST FAN PANELBOARD, ELECTRIC a TELEPHONE OUTLET 18" A.F.F. (D THERMOSTAT 4 T1 31 T 2 T 1 T 03 � �2 FIRST FLOOR POWER / LIGHTING PLAN A2.2 / 1140:12" AllElac'sm- M' SM01MDEMCT0R-S— IRC SECT. R-313.1 & GAAMEND Interconnected, 110 volt required Inside and outside each sleeping area and each floor, Combination type required in vicinity of each sleeping area. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: NEC 210.12 _jjU Dwelling Units. All 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed are -fault circuit interrupter, combination type, installed to provide protection of' the branch circuit. FIRST FLOOR PLAN 1/4": 12" outdoors, and along Kitchen counter -tops. 9 -' .1 AIRICHITTC PLANNING I 1111N`Tf`� RIOR ARC H ITECTU PA11' SA# 2012-013 912.3 i_-,�6108 Box I (J226 ,SAVANNA11, GA, 31-406 of Q�� IV 0 -1'+— ow - 00 'S. Drawing Title: Second Floor Plan Issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # A2.2 All 31089ftal r_2__-� SECOND FLOOR POWER / LIGHTING PLAN A2.3 JW: 12" ARC -FAULT CIRCUIT NEC210. 12 lL Dweii€rs', Units. All 120 -volt, Bangle phase, 15- and 20 -ampere hm-rch circuits supplyir L, outlets installed in dwelling unit f'a° giiy rooms, dining; roorns, living rooms, parlors, lil�r„-,��,, der�s, h�droor” s., rirBtl?;. recreation rooms. cjos(,r,, ''.. ,vs, of sit��;iar r, �,f,a. �, f areas shall he , f ? ,,;, , ; irc-f auh cirelm! into;-rupte 7f`E3°'iH€C to {''S'iLii -9 r SECOND FLOOR PLAN LK 40'-0" 2 i AR(_'H ITECTUIR 9.,123 73,6 108 DESMN 31-405 0 r 0 • �r N � M SA# 2012-013 4 M 'V v F� Drawing Title: Second Floor Plan Issued for: CONSTRUCTION I ssu a Date: 2013-09-06 Document # LEE 30A 208V RECEPTACLE 18" A.F.F. --� RACEWAY 1N WALL OR CEILING OR EXPOSED RECEPTACLE DUPLEX 18" A.F.F. % - HOMERUN TO PANELBOARD, # IS CIRCUIT NUMBER CEILING FAN # OF MARKS IS # OF WIRES 1N RACEWAY 0 GF1 RECEPTACLE DUPLEX GROUND FAULT INTERRUPTING TOGGLE SWITCH SINGLE POLE 48" A.F.F. Q RECESSED CAN FIXTURE DUPLEX Ca 44" A.F.F. UNLESS NOTED 3 TOGGLE SWITCH 3 -WAY 48" A.F.F. WALL MOUNTED FIXTURE QUADPLEX OUTLET 4 TOGGLE SWITCH 4 -WAY 48" A.F.F. CEILING MOUNBTED FIXTURE WP RECEPTACEL DUPLEX 15A, 125v WEATHERPROOF SMOKE DETECTOR CEILING FIXTURE, WALL WASH DUPLEX FLOOR OUTLET CHIME 7'-G'A.F.F. UNDER CABINET FIXTURE QUADPLEX FLOOR OUTLETcA � TELEVISION RECEPTACLE 18 A.F.F. CEILING PENDANT FIXTURE (J JUNCTION BOX DOOR CHIME BUTTON 36" A.F.F. WH WATER HEATER 1EMETER TELEPHONE OUTLET 54" A.F.F. EXHAUST FAN --I— PANELBOARD, ELECTRIC Z�, TELEPHONE OUTLET 18" A.F.F. THERMOSTAT All 31089ftal r_2__-� SECOND FLOOR POWER / LIGHTING PLAN A2.3 JW: 12" ARC -FAULT CIRCUIT NEC210. 12 lL Dweii€rs', Units. All 120 -volt, Bangle phase, 15- and 20 -ampere hm-rch circuits supplyir L, outlets installed in dwelling unit f'a° giiy rooms, dining; roorns, living rooms, parlors, lil�r„-,��,, der�s, h�droor” s., rirBtl?;. recreation rooms. cjos(,r,, ''.. ,vs, of sit��;iar r, �,f,a. �, f areas shall he , f ? ,,;, , ; irc-f auh cirelm! into;-rupte 7f`E3°'iH€C to {''S'iLii -9 r SECOND FLOOR PLAN LK 40'-0" 2 i AR(_'H ITECTUIR 9.,123 73,6 108 DESMN 31-405 0 r 0 • �r N � M SA# 2012-013 4 M 'V v F� Drawing Title: Second Floor Plan Issued for: CONSTRUCTION I ssu a Date: 2013-09-06 Document # LEE 0 30A 208V RECEPTACLE 18" A.F.F. 0 RECEPTACLE DUPLEX i8" A.F.F. 0 GF1 RECEPTACLE DUPLEX GROUND FAULT INTERRUPTING 4 DUPLEX Q 44" A.F.F. UNLESS NOTED QUADPLEX OUTLET WP RECEPTACLL DUPLEX i5A, 125V WEATHERPROOF [ j DUPLEX FLOOR OUTLET QUADPLEX FLOOR OUTLET )UNCTION BOX 0 METER --®-- PANELBOARD, ELECTRIC _ RACEWAY 1N WALL OR CEILING OR EXPOSED r -r' 'ice HOMERUN TO PANELBOARD; # IS CIRCUIT NUMBER CEILING FAN # OF MARKS 1S # OF WIRES IN RACEWAY $ TOGGLE SWITCH SINGLE POLE 48" A.F.F. Q RECESSED CAN FIXTURE S 3 TOGGLE SWITCH 3 -WAY 48" A.F.F. WALL MOUNTED FIXTURE 4 TOGGLE SWITCH 4 -WAY 48" A.F.F. ($ CEILING MOUNBTED FIXTURE S . SMOKE DETECTOR CEILING FIXTURE, WALL WASH cJ CHIME 7'-6" A.F.F. UNDER CABINET FIXTURE C cr; i TELEVISION RECEPTACLE 18" A.F.F. gm�L CEILING PENDANT FIXTURE LD -1 DOOR CHIME BUTTON 36" A.F.F. W} j WATER HEATER y TELEPHONE OUTLET 54" A.F.F. EXHAUST FAN ALL CONSTRUCTIONMUST COMPLY WITH THE TELEPHONE OUTLET 18" A.F.F. THERMOSTAT AD THE ARG ONE AND TWO i'AMILY DWELLING CODE--140k—EDITION AND STATE OF GEORGIA AMENDMENTS T D 4 4 1INTER-103FZ. ARO"UTECTURE SAVANNAH. GA. 0 rM 0 o 0 M SA# 2012_013 e is K�A 0 F� in M ► ' OF Ge 0 *40 Q RESH -p JOHN AO t / 2 2 g Drawing Title: Roof Plan Issued for: CONSTRUCTION Issue Date: 2013 -Ug -U6 Document # ---� r ROOF POWER / UGHTING PLAN , ROOF PLAN v A2.4 1/4!': 12" A2.4 1/47: 12"A20 _...�. a 4 3 2 1 4 3 2 � tK See. H300 - SEPARATHA HEOWEV. Gaagert (parking areas) bon" hablubhe mms shay be led hale W hobiNMis 1"Ms ober* 6V r4i isss M11n'i m% T'p# x gypsum brt*d g! oPWv*pt r� GROUND FLOOR REFLECTED CEILING PLAN A2.5 Ile :12.. - (i�- - - - 9 INTEF1 E r� OF Geo C I CIO) _1`sHMA'" ---=--------=---- +---------- ---�— 2,373.6108 . Box 10226 Drawing T i t i +� Reflected Ceiling Flans Issued for: CONSTRUCTION r/777 =7, 7772±�, 1, A W 1� LL� 2,,L 0 Issue Date: -. -- 201.3-09-o6 • REV. 2013-12-20 FIRST FLOOR REFLECTED CEILING PLAN A2.5 1/4" :12° Document # A2.5 q. 3 2 T 1 SECOND FLOOR REFLECTED CEILING PIAN A2. 114" :12° 9 ARC t D. I V EC k I.7 RE PLANNING DESIGN -1 SA# 2012-013 C 912,37116108 AV&NAH, (14. 3 :1 `.F0S v W F Drawing Title: Deflected Ceiling Plans Issued for: CONSTRUCTION Issue Date: 2013-0g-06 Document # A2.6 2 A3.1 A3.1 4 COMPOSITE RAILING I I RE 912,373,6108 Al-��C'11 I "fE C111 PJAN.N. IN I NTE RIO B'L A11,C H I"A" EC -111 R I--' S AVA, N N A "I"i � CA, DESIGN 31405 0 < (U (U 0 r. 0 r.L Q2 4=J 0 U sv o r U 4-4 SA# 2012-013 Drawing Title: Exterior Elevations Issued for: CONSTRUCTION issue D ate: 2013-09-06 REV. 2014-1-31 Document # A3*1 LLCO T UOTi1DH iMUIT COMPLY WITH THE THE IRC ONE AND TWO 4 IN 5j CODE-AWk DITION "')F GEORGIA AMIENDMENTS 1RQ_tkrM1.5.6, 18C— 1012.1 HANDRAILS flEOUIRED. 34" to 38" in height with continuous, uninterrupted grip. 00 312, 18C 10 13 GUARDS REQUIRED. Porches, balconies, decks, ramps, etc. more than 30" above floor or grade: RESIDENTIAL minimum height 36" COMMERCIAL minimum height 42" Largest opening permitted is 4". NORTli ELEVATION 2 A3.1 1/4" :12" EMERGENCY ESCAPE AND RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS IIHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SO. FT. EXCEPT GRADE FLOOR OPENINGS SHALL RAVI A MINIMUM NET CLEAR OPENING OF 5 SQ, FT, COMPOSITE RAILING SYSTEM STANDING SEAM METAL ROOFING PRE -FINISHED GUTTERS. TYP. COMPOSITE SHAKE SIDING MITERED CORNER JOINTS COMPOSITE RAILING SYSTEM PREFINISHED HALF ROUND GUTTER & D.S. COMPOSITE TRIM MICRO -FINE INSECT SCREEN COMPOSITE RAILING SYSTEM -- TABBY TABBY STUCCO WRAPPED CMU COLUMNS — COMPOSITE BOARD & BATTEN SIDING — COMPOSITE RAILING SYSTEM LINE OF END WALL PLATE / TRUSS -- COMPOSITE COMPOSITE SHAKE SIDING (Pim COMPOSITE TRIM (P3) COMPOSITE SHUTTERS (P4) COMPOSITE BOARD & BATTEN SIDING (PI) TABBY STUCCO WRAPPED CMU COLUMNS - COMPOSITE BOARD & BATTEN SIDING (PI) - STAINED CEDER SIDING — T2 3 4 T T m,OOF NOT TO EXCEED 35 FT VjEIGHT UMVT ARC ijikf 912.373.6108 111ANNIING F�� 01. B 0 �-e( 1 (.),2 2k 16 INTERIOR AlkCHITECTURE S'J-'%VANNA.H, GA, DESIGN 314-06 U O 0 0 'SCI U M SA* 2012-013 I 9) 110 ■ 4=4 0 Fte Drawing Title: Exterior Elevations Issued for: CONSTRUCTION IssueDate: 2013-09-06 REV. 200-12-20 Document # K ELEVATION 10 ASSUMED WOR f0d, EAST ELEVATION A3.1 1/4": 12" A3*1 4 3 2 1 T COMPOSITE RAILING rurnmr-14 TOP OF STEEL ob ELEV. JT- IF -F TOP OF MASONRY Ob ELEV. IT- 2" MF CC11 oW TOP OF SLAB 10-17' (SEE CIVIL) 90OF NOT TO EXCEED 35 FT. HEIGHT UMIT r2 A3.2 ' I'Pick—wil-5.6,19C 1012.1 HANDRAILS REQUIWE-6 34" to 38"in height with J uninterrupted grip. Continuous, ,','?C 312, IBC 10 13 GUARDS PEOLPRED. D ches, bafcon.:as, decks, ramps, etc. a than 30" b a Ove f 10or or grade: SIDENTIAL — minimum height CO-WERCIAL — miriinlum height42' �''gest 00ening permitted is 4". EMERGENCY ESCAPE AND RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE AND PIESCUE OPENINGS SHALL HAVE A LAINIMUM NET CLEAn OPENING OF 5.7 $0. FT. EXCEPT GRADE FLOOR OPENINGS SHALL HAVI I I A MINIMUM NET CLSAR OPENING OF 5 60, FT® WEST ELEVATION A3.2 / 1/4": 12" ROOF EXTENSION SEE 61A6.1 STANDING SEAM MTL ROOF BEYOND 6" Y2" ROUND GUTTER & D.S. COMPOSITE SHAKE SIDING (P2) COMPOSITE POST & RAIL SYSTEM (P3) CANT SIDING SEE 5/A6.1 COMPOSITE TRIM (P3) MICRO -FINE BUG SCREEN - COMPOSITE BOARD & BATTEN SIDING (PI) BAHAMA SHUDDERS (P3) BRACKET CUT FROM 8X8 PT. LUMBER — CEMENTITIOUS STUCCO W/ "TABBY" FINISH B C D At 121 1DECK BEARING PLATE 1--ffid I ., -u, "_ � - .. � �L 39'-4" I N I'E il, I. 01S. A R.C, H I T E C T U 1K E D ES11 G NI 0 > 7 r. W 0 4mJ +J E U 0 0 U SA# 2012-013 c 1 1 ,42.3716108 S.AVANNAIH, Ci.k_ 1,405 zF (U 4wJ 0 ROOF BEARING PLATE (BEYOND) ELEV. 36-5 Y8" aN Of L,JA I R se 0 TOP OF PLYWD. SUB -FLOOR CIO) q[4A 0 JOHNSO 2ND FLOOR BEARING PLATE ELEV. 29--24- -F Drawing Title: Exterior Elevations Issued for: TOP OF PLYWD. SUB -FLOOR CONSTRUCTION Issue Date: 2013-09-o6 REV. 2013-12-20 Document # A3.2 TOP OF STEEL ob ELEV. JT- IF -F TOP OF MASONRY Ob ELEV. IT- 2" MF CC11 oW TOP OF SLAB 10-17' (SEE CIVIL) ASSUMED WORK ELEVATION 10-0- ....... . ... ........ . .... ............ - ........... OP Or F001 ING T -4 Issue Date: 2013-09-o6 REV. 2013-12-20 Document # A3.2 Y I L J HALL OPEN TO 9ED42 BEYOND 2 STORY SPACE ABOVE LIVING LIVING ROOM OPEN TO KITCHEN BEYOND L J nB ENTRY I I ENTRY FOYER PORCH BED #3 0 DECK BEARING PLATE E E� V. 39 ROOF BEARING PLATE (BEYOND) ELEV. 36-5 m Q TOP OF PLYWD. SUB -FLOOR 2ND FLOOR BEARING PLATE ELEV 2g 22 X2 TOP OF PLYWD. SUB -FLOOR TOP OF STEEL ELEV. 17- 11 TOP OF MASONRY ELE . 1�7 - 2 TOP OF SLAB 10.17' (SEE CINAL TOP OF FOOTING c;a °Q C4 0 'M C¢2RAS; TQE'C. 4Y'p INTERIOR ARCHITECTURE &iVA,1`4NA.HGiA. DES 1 4 N 31.405 0 > r 0 •!m 401 U 0 M SA# 2012-013 { WA am Drawing Title: Building Sections I ssu ed for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # MR ISI ] ENTRY I I ENTRY FOYER PORCH BED #3 0 DECK BEARING PLATE E E� V. 39 ROOF BEARING PLATE (BEYOND) ELEV. 36-5 m Q TOP OF PLYWD. SUB -FLOOR 2ND FLOOR BEARING PLATE ELEV 2g 22 X2 TOP OF PLYWD. SUB -FLOOR TOP OF STEEL ELEV. 17- 11 TOP OF MASONRY ELE . 1�7 - 2 TOP OF SLAB 10.17' (SEE CINAL TOP OF FOOTING c;a °Q C4 0 'M C¢2RAS; TQE'C. 4Y'p INTERIOR ARCHITECTURE &iVA,1`4NA.HGiA. DES 1 4 N 31.405 0 > r 0 •!m 401 U 0 M SA# 2012-013 { WA am Drawing Title: Building Sections I ssu ed for: CONSTRUCTION Issue Date: 2013-09-06 REV. 2013-12-20 Document # MR lac—1012.1 'AANDRA FOIJIBED to Isk -height with contjnUQUj% ,;_terrurted "r . 1?c 312, IBC 1013 ARDS REQUIRED. arches, balconies, decks, ramps, etc. f. ore than 30" -above floor or grade: RESIDENTIAL — minimum height 36® COMMERCIAL — minimum height 42' Largest opening permitted is 4", TOP OF PLYWD. SUB -FLOOR S .ARC 1-1 1'11`CTU RE' 1) 123 73� 6 10 8 1111-AN'IN-1 I N 0 r,,ox 10226 INTERIOP\ AIRCHITUCTUIRE &P0V'ikNNAH- (.izk� DESIGN .31-405 U Yi Drawing Title: Building Sections Issued for: I CONSTRUCTION Issue Date: 2013-09-06 Document # EAST WEST SECTION @ STAIR I` I I . . .... . . .... ...... . .... .. . . ..... . . . . ... ......... ....... .. .... . ........ . . .... ..... ......... ..... ......... ................................ ......................... ....... . . ........ . ........... ....... ......... . ..... . ............... ... ......... .... .................. ..... . .... ........... .. . ..... . .. A462 A4.2 6 All lnsulatlons mint comply with Tho GaofQ12 State Energy Code __Edltlrcl and Stats of Georgia Amendments TYPICAL MTL. ROOF CONSTRUCTION PRE- ENGINEERED WD. ROOF TRUSSES OR 2X RAFTERS (SEE FRAMING) @a 16" O.C. SHEATHED WITH V8" APA RATED PLYWD. COVER PLYWD. WITH "HENRY BLUESKiN PE Zoo HIGH TEMP ROOF UNDERLAYMENT" OR APPROVED EQUAL ADHEASiVE SHEET UNDERLAYMENT. FiNiSH WITH STANDING SEAM CONCEALED FASTENED CALM METAL ROOFING WiTH KYNAR 500 OR BETTER FiNiSH. PROVIDE SPRAY APPLIED OPEN CELL 1SONENE INSULATION TO UNDERSi E OF K TO ACHIEVP R-30 TiON VALUE. FiNiSH CEILING WITH %i" GYP. WALL BD. OR SCHEDULED FiNISH. TYPICAL 2ND FLOOR WALL CONSTRUCTION 2_X6 WD. STUDS @ 16" O.C. WiTH HORIZONTAL BLOCKING @ MIDSPAN. SHEATH WITH X APA RATED PLYWD. COATED WiTH "BLUESKIN VP 1 100" OR OTHER APPROVED EQUAL ADHESIVE SHEET AIRIMOiSTURE BARRIER. FiNiSH EXTERIOR WITH "HARD]" OR APPROVED EQUAL COMPOSITE SHINGLE SiDiNG. FiLi. WALL CAVITY W1TH�PEN SELL iSONT NE 1NSULATI N AND FINISH INTERIOR WiTH SCHEDULED ENSkl.. TYPICAL 2ND FLOOR CONSTRUCT ON n Ys" OPEN WEB WOOD TRUSSES @ 16" O.C. DECKED WiTH %87 'STURD-1" PLYWD. SUB -FLOOR GLUED AND FASTENED PER SHEDULE. COVER WiTH #30 FELTS IN PREPARATION FOR SCHEDULED FINISH (ASSUMED t" IN DRAWINGS) SPRAY APPLY R-10 OPEN CELL ISONENE TYPE INSULATION TO UNDERSIDE OF FLOOR DECK AND FINISH OPEN WETS WD. TRUSSES WITH A" GYP. WALL BD. OR OTHER SCHEDULED FINISH. TYPICAL IST FLOOR WALL CONSTRUCTION 2X6 WD. STUDS @ 16" O.C. WiTH HORIZONTAL BLOCKING @ MIDSPAN. SHEATH WiTH 'fz" APA RATED PLYWD. COATED WITH "BLUESKIN VP 10©" OR OTHER APPROVED EQUAL ADHESIVE SHEET AIR/MOISTURE BARRIER. FiNiSH EXTERIOR WiTH "HARD]" OR APPROVED EQUAL COMPOSITE BOARD & BATTEN SIDING. FILL WALL CAVITY WiTH OPEN CELL iSONENE INSULATION AND FINISH INTERIOR WITH SCHEDULED FiNISH. TYPICAL 1ST FLOOR CONSTRUCTION n f$" OPEN WEB WOOD TRUSSES @a 16" O.C. DECKED WiTH Ys" "STURD-i" PLYWD. SUB -FLOOR GLUED AND FASTENED PER SHEDULE. COVER WiTH #30 FELTS iN PREPARATION FOR SCHEDULED FINISH (ASSUMED i" iN DRAWINGS) SPRAY APPLY R-25 OPEN CELL iSONENE TYPE iNSIJLA T ERSiDE OF FLOOR DECK AND FiNiSH OPEN B WD. TRUSSES WiTH "HARD]" SOFFIT OR OTHER APPROVED EQUAL COMPOSITE MATERIAL. MCIA, 1Z 3 G A6.1 N SUB -FLOOR 19 - I ._ TOP OF STEEL 17'- 11" 1X6 CEDER TRIMTOP OF MASONRY Adk X PAINTED P.T. 4 4 POST BEYOND 17'- 2" BUG SCREEN PRE -FIN Mn. FLASHING OVER RiPPED 2X P.T. BLOCKING 1X6 CEDER FENCING OVER 2X P.T. FRAME TO BE PAINTED PRIOR TO INSTALATiON OF CEDAR FENCING. '/" CEMENTITIOU5 "TABBY" STUCCO - TYP. @a ALL CMU 9 ARCH FTIECT RE PLAN i&ll i ESIi� 0 �l ?�i SAO 2012-013 pana��3,\� 102.2,6 VJAH, GA. 31405 Q rz 0 F w OF —RESHMA/ �p ,ED A Drawing Wali Sections r Ti ti e' --J - -- issued for: CONSTRUCTION a �. – -- ST77-.--- Issue BU�}4 ST -A <9 � 9 I : --- �- - --- � - ---- - -- -- ----- - - __ Date I TO O FOOTING' ° z ° e ° f I < . 2013-09-06 Document # < i Typical End Wall Section AS.t_....._...._.......................................... ......................_............. ........ .......... ........ ......................... ..................... .............._....... ..... .........._..................._................ ................. A501 B N% woe TYPICAL METAL ROOF TYPICAL FASCIA (SEE Is -6" @ 6 Y2' / M" SLOPE CONSTRUCTION (SEE I/A5.1) 3/A6.i) 3" 3" 3 A" I M" SLOPE 00, HURRICANE STRAP EXTEND MTL. DRIP FLASHING UP ROOF A MIN. OF 8" SET IN MASTIC TYPICAL 2ND FLOOR AND INSTALL ROOF MEMBRANE SHINGLE WALL ADDITIONAL BITUMINOUS CONSTRUCTION (SEE ADHEASIVE FLASHING OVER END I/A3.1) ........... .................... 2 PIECE DECONSTRU LE .......... ..... 3 A" 12" SLOPE FLASHING �A�BLE RAFTER PLATE 37'_ 11 V,11 CANT STRIP 6Y2" 112" SLOPE ....... RAFTER PLATE 36' - 5 DURA -DECK OR APPROVED, EQUAL VINYL WALKABLE .... .. ROOFING SYSTEM W/ PVC COATED MTL. FLASHINGS. 6" DIA. HALF ROUND GUTTER MTL- ROOF PANEL FORMED OUT OF CONTINUOUS Ys" FIBER RE-INFORCED CONCEALED CLIP PRE -FINISHED MTL FOR EACH GYPSUM ROOF BD. - RUN. "USG. SECUROCK" OR FLEXABLE ADHEASIVE APPROVED EQUAL FLASHING L NEOPRENE PLUG TAPERED POLYISOCYANURATE "BLUESKIN4 HIGH "Z" RETAINER STRIP INSULATION BD. TEMP ROOF UNDERLAYMENT GUTTER STRAP Ya" APA RATED PLYWD. PRE -FINISHED MTL DECKING DRIP FLASHING SENT R-30 iSONENE IN BED OF MASTIC = INSULATION 2X FRAMING (SEE FRAMING PLANS) SCHEDULED CEILING FINISH DETAIL DETAIL 6 .......... A COMPOSITE RAILING SYSTEM DURA -DECK OR APPROVED EQUAL VINYL WALKABLE ROOFING SYSTEM W/ PVC PVC COATED MTL. COATED MTL FLASHINGS. FLASHING EXTEND UP WALL MIN OF 8" 2ND FLR. (SUB-FLR.) .......... ...... .......... 3" 30' SLOPE PRE -FIN HALF ROUND W GUTTER RIPPE11� PT. 27(10 WD. JOISTS BEAM BRG. RIPPED 2X8 COMPOSITE COMPOSITE 2X TRIM SOFFIT BD. %J --A COMPOSITE jX TRIM PT 2X4 W/ Y2" APA RATED PLYWD. SHEATHING COMPOSITE STRUCTURAL LUMBER (FOR SCREEN FRAME) TRIMAX OR APPROVED EQUAL DETAIL A6.1 B TYPICAL EXTERIOR COMPOSITE BOARD INSECT SCREEN WALL CONSTRUCTION & BATTEN SIDING COMPOSITE STRUCTURAL LUMBER MTL. FLASHING (FOR SCREEN FRAME) TRIMAX OR OVER RIPPED PT _1 APPROVED EQUAL BLOCKING COMPOSITE RAILING SYSTEM EXTEND UP WALL 8MIN. COMPOSITE WD. DECKING " ....... ..... ...... iST FLOOR SUB-FLR) _r ` --,` ',_ I PRE -FIN. MTL FLASHING OVER 7 PARALLAM BEAM PT. BLOCKING INSTALL AIR MOISTURE BARRIER x :1 L OVER Y2" APA SHEATHING PT. DBL. RIM JOIST W/ AN COMPOSITE STL BEAM I ADDITIONAL SOLID 2XI2 BETWEEN. SOFFIT BOARD BEYOND EACH JOIST COMPOSITE IX12 17' - 2" EXTEND SHEATHING CEMEN ITIOUS 2X4 P.T. FRAMING BELOW "TA BY" RIM JOIST --STUCCAP -OVER- COMPOSITE ____CMU_ErD - ----- SOFFIT BOARD 7 DETAIL 3y z AW '0 ,C I/" 72 _2 B 2x RAFTERS OUTRIGGER BLOCKING W7 (SEE FRAMING PLANS) W/ NOTCHED END BETWEEN OUTRIGGERS TYPICAL FASCIA WALL S" MIN. COVER A 3'-0" .. ........ HURRICANE STRAP ........ ................... ... ...... STRAPPING ADHEASIVE FLASHING AS COMPOSITE TRIM PROVIDE CROSS VARIES TRIM PT 2X8 OUTRIGGER 2X8 INSTALLED BLOCKING BETWEEN VERTICALLY AT 6" O.C. COMPOSITE BEADED PROVIDE 4'MTL. STRAP (IN LINE W/ STUDS) BLOCKING A WITH N' APA RATED A— t SHEATHING ............. . . . ...... M IX4 COMPOSITE TRIM 7 4— PIT BLOCKING BELOW (BEYOND) . .............. 2 3/" ABOVE IX6 COMPOSITE TRIM 7_�- SECOND FINISH err COMPOSITE BOARD & ............ FLOOR ............ IF ........... 3/" COMPOSITE PANEL BATTEN COMPOSITE .......... DECORATIVE BRACKET .......... (SEE ELEVATIONS) 2X COLLAR BEAM AT . ...... .. ..... EACH RAFTER (SEE FRAMING) Y4 X.......... . ROOF DECK PLATE J* SEEINTERIOR ELEVATIONS 39'- ...... .......... ....... % 4'-5 _J ........................ ... ....................... ....... --- -------------- ..... ................ . ................. ................. ... FOR INTERIOR TRIM B A S DETAIL A6.1 DETAIL PARALLAM BEAM (SEE FRAMING) COMPOSITE COLUMN WRAP BEYOND INSECT SCREEN COMPOSITE STRUCTURAL LUMBER (FOR SCREEN FRAME) TRIMAX OR APPROVED EQUAL COMPOSITE RAILING SYSTEM COMPOSITE WD. DECKING PRE-FiN. MTL FLASHING OVER RIM )ST. PT. DBL RIM JOIST W/ AN ADDITIONAL SOLID 2X12 BETWEEN. EACH JOIST P.T. BLOCKING AS REQUIRED COMPOSITE WD. IX12 P.T. 2X8 COMPOSITE iX8 DECORATIVE BRACKET BEYOND ALIGN FACE OF 6X6 PT. POST ABOVE WITH CENTERLINE ARC H11" ECTUDkj,, PLANNUNG TYPICAL ROOF CONSTRUCTION -SEE WFERIOK IIA5.1 FOR DETAILS D ES IG 4 PRE -FINISHED MTL EDGE FLASHING W/ nDID ........................... ...... ........... ... .... .............. ... .................. .......... ........ ............ .................. .............. Sl4T'C}i A35 Ci iPS ... .... le 4'-5" WALL S" MIN. COVER A 3'-0" O.C. COMPOSITE SHAKE SIDING ADHEASIVE FLASHING IX3 COMPOSITE PROVIDE CROSS 2ND..FLR. (SUB-FLR.) TRIM PT 2X8 OUTRIGGER 3" BLOCKING BETWEEN COMPOSITE BEADED PROVIDE 4'MTL. STRAP I BLOCKING SOFFIT BOARD IX8 COMPOSITE JOISTS TO WALL A— t FROM STUD TO POST TRIM ANCHOR TOP PLATE 4— 1 BELOW (BEYOND) 0^1 1 7_�- COMPOSITE BOARD & COVER JT. W1 FLEX. _2ND FLR._(SUB-FLR.) BATTEN 2"1 ADHEASIVE FLASHING .... . X.......... . PARALLAMBEAM SEEINTERIOR ELEVATIONS ...... .......... ....... % ........................ ... ....................... ....... --- -------------- ..... ................ . ................. ................. ... FOR INTERIOR TRIM I BLOCKING ANDra CANT. 2ND FLOOR PLATE HEIGHT Lj PR E —FIN MTL. FLASHING A= 29 -2 A = COMPOSITE 2X TRIM COMPOSITE W TRIM OVER 6X6 PT. POST BEYOND COMPOSITE COMPOSITE COMPOSITE IX TRIM 2X TRIM SOFFIT W. PT 2X4 W/ YF APA RATED PLYWD. COMPOSITE SHEATHING BOARD & (2) PT 2X6 COMPOSITE STRUCTURAL LUMBER BAT7EN INSECT SCREEN (FOR SCREEN FRAME) TRIMAX OR SIDING �Yff:� ,,' APPROVED EQUAL S DETAIL A6.1 DETAIL PARALLAM BEAM (SEE FRAMING) COMPOSITE COLUMN WRAP BEYOND INSECT SCREEN COMPOSITE STRUCTURAL LUMBER (FOR SCREEN FRAME) TRIMAX OR APPROVED EQUAL COMPOSITE RAILING SYSTEM COMPOSITE WD. DECKING PRE-FiN. MTL FLASHING OVER RIM )ST. PT. DBL RIM JOIST W/ AN ADDITIONAL SOLID 2X12 BETWEEN. EACH JOIST P.T. BLOCKING AS REQUIRED COMPOSITE WD. IX12 P.T. 2X8 COMPOSITE iX8 DECORATIVE BRACKET BEYOND ALIGN FACE OF 6X6 PT. POST ABOVE WITH CENTERLINE ARC H11" ECTUDkj,, PLANNUNG TYPICAL ROOF CONSTRUCTION -SEE WFERIOK IIA5.1 FOR DETAILS D ES IG 4 PRE -FINISHED MTL EDGE FLASHING W/ nDID ........................... ...... ........... ... .... .............. ... .................. .......... ........ ............ .................. .............. Sl4T'C}i A35 Ci iPS ... .... EXTENT FLASHING UP WALL S" MIN. COVER IX3 COMPOSITE TRIM O.C. ADHEASIVE FLASHING IX3 COMPOSITE 2ND..FLR. (SUB-FLR.) TRIM PT 2X8 OUTRIGGER 3" OPEN WEB COMPOSITE BEADED H 1XI 44 I BLOCKING SOFFIT BOARD IX8 COMPOSITE RIM JOIST t TRIM 4— 1 PRE-ENGINEERED 0^1 1 7_�- P,0, _1,0 ',2,2 SPIOVIVI"41NIAH, Gk 31405 ROOF TIMBER ROOF VENTS W/BUG TRUSSES - SEE SCREEN Olt SECTIONS FOR PLATE HEIGHT PROFILE VARIES SEE ELEVATION 3" 3" 1,41 DETAIL As., ...... ... . ... . ........... . , . , DETAIL A6.1 IN, WE, EXTENT FLASHING UP WALL WMIN. COVER TOP W/ FLEXABLE ADHEASIVE FLASHING Z40111 -: ]ST FLOOR (SUB -FL I . .................. ... ..... ................................ ......... &Jv - ................................. - ...... ............... I.... .......... ......... .. . ..... . .......... ........ % OPEN WEB ....... ..... PRE -FINISHED MTL TRUSS JOIST FLASHING 00 Ys" P.T. PLYWD. RIM JOIST SOLID BLOCKING BETWEEN TRUSS JOISTS IX12 COMPOSITE TRIM EXTEND SHEATHN To BOTTOM OF BEAM BLOCKING @ 24" O. 3 234 4 78 BOLTED TO BEAM - DETAIL ALLCONSTALIM PTION UST OMMV WITH THE n. .. ... . ..... . ........... ............. FAMILY DWELLP,11,03- C0DE;!,pW , AND STATE OF GEORGIA AMENDMENTS ok tU 0 0 :3 C40- 4 -A r_ 4mJ CU C 0 0 U S A,1 2012-013 Of GNU C. 'Nst ESH A 50p )0 ON 2 Iz Drawing Title: Details Issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # 0 EXTENT FLASHING UP WALL S" MIN. COVER TOP W/ FLEXABLE ADHEASIVE FLASHING 2ND..FLR. (SUB-FLR.) 3" OPEN WEB PRE -FINISHED MTL. FLASHINGes TRUSS JOIST BLOCKING RIM JOIST MI SOLID BLOCKING BETWEEN TRUSS JOISTS COMPOSITE BOARD & BATTEN 2"1 WE, EXTENT FLASHING UP WALL WMIN. COVER TOP W/ FLEXABLE ADHEASIVE FLASHING Z40111 -: ]ST FLOOR (SUB -FL I . .................. ... ..... ................................ ......... &Jv - ................................. - ...... ............... I.... .......... ......... .. . ..... . .......... ........ % OPEN WEB ....... ..... PRE -FINISHED MTL TRUSS JOIST FLASHING 00 Ys" P.T. PLYWD. RIM JOIST SOLID BLOCKING BETWEEN TRUSS JOISTS IX12 COMPOSITE TRIM EXTEND SHEATHN To BOTTOM OF BEAM BLOCKING @ 24" O. 3 234 4 78 BOLTED TO BEAM - DETAIL ALLCONSTALIM PTION UST OMMV WITH THE n. .. ... . ..... . ........... ............. FAMILY DWELLP,11,03- C0DE;!,pW , AND STATE OF GEORGIA AMENDMENTS ok tU 0 0 :3 C40- 4 -A r_ 4mJ CU C 0 0 U S A,1 2012-013 Of GNU C. 'Nst ESH A 50p )0 ON 2 Iz Drawing Title: Details Issued for: CONSTRUCTION Issue Date: 2013-09-06 Document # 0 MTL PULL RING j' MTL. ROPING DECKING PER FINISH SCHED. P.T. 2X4 @ 12" OVER 2X6 P.T. BRACES @ 6" O.C. W/ TAPERED ENDS DECKING PER FINISH SCHED. -, CONT. HINGE INSTALLED FLUSH TRIPLE JOIST flUnDP17nInICTC T EXT. PLYWD. SUBFLOOR STAIR ACCESS HATCH FRAME OPENING PRE-MANUFACTIJRED ALUM SPIRAL STAIR t e 4'-8Y,Sm 11 4'-11Y8" 53'18 7 oe - 00, 00 ( 7 SPIRAL STAIR PLAN DETAIL -_ A6.2 JOISTS SHOWN BELOW CONTINUOUS HINGE - RECESS TO ALIGN W/ FLOOR DECKING LINE OF HINGED FLOOR PANEL SET JOISTS SHOWN UNDER FLOOR PANEL 2 -1" BELOW DECK JOISTS 4 LINE OF OPENING IN PLYWD. SUB -FLOOR BELOW 4" CENT POST EDGE 0 TREAD HAN!114� F 3* DETAIL �_2 COMPOSITE RAILING SYSTEM. 4X4 TREATED WD. POSTS PROVIDE BLOCKING @ POST ANCHOR CUT COMPOSITE 1X12 TO MATCH STRINGER - CONT. IXI2 N SPIRAL STAIR PLAN DETAIL . ... ...... � �5 SPIRAL STAIR ., D . 1 11 M E NTI 1. 0 N S r-2 DETAIL A6 A6.2 - - - ----- .2 2 EXTENT FLASHING UP N APA PLYWD. WALL 8" MIN. COVER 5 X" X 11 Xs" PARALLAM TOP W/ FLEXABLE FLEX. ADHESIVE CANTELEVER END ADHEASIVE FLASHING SEE TYP. SHINGLE WALL FLASHING BEYOND STL BEAM CONST. I/A5.1 USE 2X4 COMPOSITE SHINGLE TIMBER STUDS THIS ...... . . . . . . . FLOOR (SU[J.fW� ..... ..... . . . . . . IST LOCATION SIDING STEEL 2" WIDE X.4' MTL. FLASHING PT. CANT BLOCKING PLATE @ "'O.C. EA. )01ST HANGER j PRE -FIN MTL. DRIP SIDE ALTERNATING pin FOR PT. 2XI2 E.S..T. 2XI2 JOISTS PRE -FINISHED MTL SEE 61A6.1 FOR TYP TRIM FLASHING ' SPACES FLASHING DIMENTIONS Y8" P.T. PLYWD. Vs- DIA. A307 2ND FLR. (SUB-FLR.) ........ FLEX. ADHESIVE T.O.S. DOUBLE RIM OIST THRU 8 1% 30'- 3" FLASHING % 32" O.C. @ I ' : 9"YOVS"W STL. BEARING SOLID BLOCKING TRANSITION TO 2X4 WD. N STUD CONSTRUCTION P.T. BLOCKING PLATE OVER +/- A" BETWEEN JOISTS NON SHRINK GROUT L 1X112 COMPOSITE TRIM STAIR WALL 2X6 P.T. NAILER 2X6 P.T. NAILER T.O.M. 1% EXTEND SHEATHIN1-'.......... 17t - 2" T0 Ye THROUGH BOLTS @ (2) V8" X 16- HEADED BOTTOM OF BEAM 4* -0" O.C. % 1 1 1 ' ANCHOR RODS @ 4BLOCKING @ 24" 0 334 2y8" PIER BOLTED TO BEAM - - - - - - ..... ................. GROUT SOLID TVP. EXT. BOARD & ............. #3 REBAR, TIES BATTEN WALL @ 16" O.C. 41 L 4 CONSTRUCTION (SEE lu (8) #7 REBAR I L - - - - - --6/A6.1) - - - - - jyS - 12 (SEE PLAN) OF DETAIL DETAIL 2 A6.2--) ............. COMPOSITE SHINGLES EXTEND FULLY ADHEARED MEMBRANE UP WALL 8" MIN. .... PRE -FIN. Mn DRIP ......... % - - 15 FLASHING. 7- 2ND PVC JOINT COVER FULLY... ... . .. . . . . . .......... .. ..... WELDED TO UNDERLYING PVC. LAYER ,.DURA -DECK" "L" TRIM W1 FASTENERS ...... & BUTYL TAPE INSIDE EDGE FLASHING "DURA -DECK" FULLY ADHEARED MEMBRANE hom. P_ Ikv ... TIMBER TREAD BLOCKING --- .......... .... ......... ........... ....... .............. 7\ .... .... ............. . ......... ..... ......... 60 MIL. "DURA -DECK" OR APPROVED EQUAL MEMBRANE ROOF PVC COATED MTL. FLASHING WRAP & WELD MEMBRANE ROOF OVER PVC COATED MTL. FLASHING PVC DRIP CLIP %" GALV. THROUGH BOLT ADHESIVE FLEXABLE N% DECK FLASHING - UP & OVER A IF,[ i T E CTU RE 11 LAN.", IN ING HITECTURE Ili D E S I G N' 0 ( U 0 0 vwm 4mJ Pwmj 4402 (U 4j o 0 U SA# 2012-013 4 V1 **1'*4W* P',0. BOX 102 SAVANNA,H, Gk 31405 ETAPI (U (U 9L 0 pmm A Drawn t Ule qr" Details11� OVN� W, s s u e d r p", CONSTMU,, ION "a Issue VVIte: 2013-09-o6 REV. 2013-12-0 Docume# lq;;. 1 4 owc *2 TYP. EXT. o SHINGLE WALL o CONSTRUCTION z "DURA -DECK" 8 z 0 Z SYSTEM 0 ....... Z 0 ......... ed M .. ................. ................. .... ......... ........................ 1 ........... ............................ .... .............. . ....... ....... .. ........... - -11, ...... .... ... . ........ ...... ................. . . . . . . .. ............. ... . ..... .......... .............. ... ... .. ... - ...... ........... .......... ............. ............. DBL. STRINGER (2) GALV, ANCHOR BOLTS @ EACH RAIL POST'S 2X4 WALL STRUCTURE SPIRAL STAIR PLAN DETAIL . ... ...... � �5 SPIRAL STAIR ., D . 1 11 M E NTI 1. 0 N S r-2 DETAIL A6 A6.2 - - - ----- .2 2 EXTENT FLASHING UP N APA PLYWD. WALL 8" MIN. COVER 5 X" X 11 Xs" PARALLAM TOP W/ FLEXABLE FLEX. ADHESIVE CANTELEVER END ADHEASIVE FLASHING SEE TYP. SHINGLE WALL FLASHING BEYOND STL BEAM CONST. I/A5.1 USE 2X4 COMPOSITE SHINGLE TIMBER STUDS THIS ...... . . . . . . . FLOOR (SU[J.fW� ..... ..... . . . . . . IST LOCATION SIDING STEEL 2" WIDE X.4' MTL. FLASHING PT. CANT BLOCKING PLATE @ "'O.C. EA. )01ST HANGER j PRE -FIN MTL. DRIP SIDE ALTERNATING pin FOR PT. 2XI2 E.S..T. 2XI2 JOISTS PRE -FINISHED MTL SEE 61A6.1 FOR TYP TRIM FLASHING ' SPACES FLASHING DIMENTIONS Y8" P.T. PLYWD. Vs- DIA. A307 2ND FLR. (SUB-FLR.) ........ FLEX. ADHESIVE T.O.S. DOUBLE RIM OIST THRU 8 1% 30'- 3" FLASHING % 32" O.C. @ I ' : 9"YOVS"W STL. BEARING SOLID BLOCKING TRANSITION TO 2X4 WD. N STUD CONSTRUCTION P.T. BLOCKING PLATE OVER +/- A" BETWEEN JOISTS NON SHRINK GROUT L 1X112 COMPOSITE TRIM STAIR WALL 2X6 P.T. NAILER 2X6 P.T. NAILER T.O.M. 1% EXTEND SHEATHIN1-'.......... 17t - 2" T0 Ye THROUGH BOLTS @ (2) V8" X 16- HEADED BOTTOM OF BEAM 4* -0" O.C. % 1 1 1 ' ANCHOR RODS @ 4BLOCKING @ 24" 0 334 2y8" PIER BOLTED TO BEAM - - - - - - ..... ................. GROUT SOLID TVP. EXT. BOARD & ............. #3 REBAR, TIES BATTEN WALL @ 16" O.C. 41 L 4 CONSTRUCTION (SEE lu (8) #7 REBAR I L - - - - - --6/A6.1) - - - - - jyS - 12 (SEE PLAN) OF DETAIL DETAIL 2 A6.2--) ............. COMPOSITE SHINGLES EXTEND FULLY ADHEARED MEMBRANE UP WALL 8" MIN. .... PRE -FIN. Mn DRIP ......... % - - 15 FLASHING. 7- 2ND PVC JOINT COVER FULLY... ... . .. . . . . . .......... .. ..... WELDED TO UNDERLYING PVC. LAYER ,.DURA -DECK" "L" TRIM W1 FASTENERS ...... & BUTYL TAPE INSIDE EDGE FLASHING "DURA -DECK" FULLY ADHEARED MEMBRANE hom. P_ Ikv ... TIMBER TREAD BLOCKING --- .......... .... ......... ........... ....... .............. 7\ .... .... ............. . ......... ..... ......... 60 MIL. "DURA -DECK" OR APPROVED EQUAL MEMBRANE ROOF PVC COATED MTL. FLASHING WRAP & WELD MEMBRANE ROOF OVER PVC COATED MTL. FLASHING PVC DRIP CLIP %" GALV. THROUGH BOLT ADHESIVE FLEXABLE N% DECK FLASHING - UP & OVER A IF,[ i T E CTU RE 11 LAN.", IN ING HITECTURE Ili D E S I G N' 0 ( U 0 0 vwm 4mJ Pwmj 4402 (U 4j o 0 U SA# 2012-013 4 V1 **1'*4W* P',0. BOX 102 SAVANNA,H, Gk 31405 ETAPI (U (U 9L 0 pmm A Drawn t Ule qr" Details11� OVN� W, s s u e d r p", CONSTMU,, ION "a Issue VVIte: 2013-09-o6 REV. 2013-12-0 Docume# lq;;. 1 4 owc *2