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HomeMy Public PortalAbout10-0331 Quinney d 0` oc„..0y CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06-23-2010 PERMIT#: 100331 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1006 JONES AVE OWNER NAME JUDY QUINNEY ADDRESS 107 GOLDEN OAK DR CITY,ST,ZIP GUYTON GA 31312 PHONE NUMBER 912-657-6195 CONTRACTOR NAME EMP PROPERTIES LLC ADDRESS 221 PINK DOGWOOD LN CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1734 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,605.75 PROPERTY IDENTIFICATION# PROJECT VALUATION $17 .00 HO, 000 TOTAL BALANCE DUE: $6,605.75 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: OA P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org T/, ` � F f4 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/07/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 100331 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME JUDY QUINNEY CONTACT ADDRESS 107 GOLDEN OAK DR CONTACT CITY STATE ZIP GUYTON GA 31312 PROPERTY ADDRESS 1006 JONES AVE APPROVED BY: �,_, D, . .„_/_,./.___„ P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org tt" CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 04/04/2011 PERMIT#: 100331 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1006 JONES AVE OWNER NAME JUDY QUINNEY ADDRESS 107 GOLDEN OAK DR CITY,ST,ZIP GUYTON GA 31312 PHONE NUMBER 912-657-6195 CONTRACTOR NAME EMP PROPERTIES LLC ADDRESS 221 PINK DOGWOOD LN CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1734 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,912.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $110,000.00 J(� ENGINEERING FEES TOTAL BALANCE DUE: $306.25 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: 0;60 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc((bellsouth.net INVOICE April 8, 2011 Invoice#21002602 Diane Otto City of Tybee Island P.O. Box 2749 111 CO Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1402 Jones Avenue 03-04-11 0.50 hours Review on 1s'asbuilt submittal and file review 03-24-11 0.50 hours Review of engr. cert letter, site visit and coord.w/Engr. 03-29-11 0.50 hours Site visit, return site visit w/Otto, coord.w/surveyor& Engr. 03- -11 n.c. Final site visit 03-31-11 0.25 hours Review of Engineer's letter and Concurrence 04-07-11 n.c. Reinspection with Owner's engineer and additional site visit 04-08-11 n.c. Reinspection 1.75 hours @ $175/hour = $306.25 Total Due 1 )2737 • adckA. 1 033 l can °3-1, Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, April 01, 2011 8:10 AM To: Dianne Otto Subject: 1006 Jones Anticipating a revised Engineer's letter today, I have prepared an invoice for my concurrence. As you will remember there was difficulty in getting an acceptable drainage plan at the beginning of this project. My invoice for closeout is $306.25. This is one of the higher invoices for such from me and a review of my invoice against the history of visits, file review, correspondence and coordination will show I've not billed for much of my time. Based on my conversations with the Surveyor, I understand he staked the site for grading at least twice and it still appears barely compliant based on the anticipated certification letter from the Engineer. I cannot understand the difficulties on this site when the one at 912 Jones was a similar design and went well during design and closeout with my fees at 912 being less than 1/2 of those on this project. Once I have the Engineer's certification letter, I'll send it on to you. Hopefully, we will get the cert. letter today and this one can be closed out. 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, March 29, 2011 9:56 PM To: Dianne Otto Subject: Re: FW: 1006 site inspection Diane, I went to the site around 6pm. I see the swale has been changed, but it is difficult for me to determine that drainage to Jones will occur before it spills over the rear onto the lot behind (to the east of) it. Additionally, the two pine trees prevent the north side swale from draining to Jones as shown on the plan that the permit is based on. This routes twice as much flow to the swale on the south side. If the design engineer is able to provide an updated certification letter, I will concur with the existing improvements. Downer «» On Tue, Mar 29, 2011 at 5:19 PM, Dianne Otto <Dotto(acityoftybee.org> wrote: See below. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 Original Message From: Philippe Madhere [mailto:phil.madhere(&,hotmail.corn] Sent: Tuesday, March 29, 2011 5:15 PM To: Dianne Otto Subject: Re: 1006 site inspection Good afternoon Dianne, Corrections have been made and the lot is ready for reinspection. Thanks, Phil Madhere 843-247-3331 Sent on the Sprint(r) Now Network from my BlackBerry(r) Original Message From: Dianne Otto <Dotto@cityoftybee.org> Date: Tue, 29 Mar 2011 00:16:33 To: <phil.madhere@hotmail.com> 1 Subject: FW: 1006 site inspection See below. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@,gmail.corn] Sent: Monday, March 28, 2011 8:10 PM To: Dianne Otto Cc: mthomas @thomasreel.com Subject: 1006 site inspection RE: QUINNEY, JUDY 4-0006 -12-003 1006 Jones Avenue Diane, As you observed with me during our 9am site visit this morning, the site appears to drain mostly to a swale in the rear. I spoke with Mike around mid day. Mike advised that he had visited the site to observe the grade stakes prior to the site being prepared for placement of the sod. Mike advised that his letter was written after he observed the completed site after the sod was placed. I advised Mike that you concluded the same opinion as I did during our site visit this morning. I also told Mike about the ring of litter that last night's rainfall had caused to rise and form a ring around the upper limits of the swale/depression in the rear. Mike confirmed that his design showed the swale to break in the rear and go to each side of the lot and then to Jones Avenue. I explained to Mike that our concern that during a 25 year storm (8" in 24 hours), which our p g Y � )� requirements are based, the lot to the east would receive increased runoff. I further explained that the purpose of our regulations was to ensure that the subject property drained acceptably and that neighboring properties did not receive increased runoff due to development on the subject lot. As Mike requested, I am copying him. Please advise when corrections have been made and the lot is ready for reinspection. 2 Downer 6957262 **********************: *** ****************************************** ******************* *********************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ***************************************************************************************** *********************************** ****************************************************************************************** ********************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ****************************************************************************************** ********************************** 3 m Thomas e .tip Engineering Cons€€lt ts., In-t'-� a /tPRU 7011 April 7, 2011 Y: . .......... ........ Phil Madhere EMP Properties, LLC Reference: As Built Site Plan Review Judy Quinney Residence 1006 Jones Avenue Tybee Island, GA PIN#4-0006-12-003 TREC Job No. 1006-1243-01 TREC performed a visit to the subject site on April 7, 2011 to examine the as-built site condition. In addition TREC reviewed the final survey prepared by Vincent Helmly dated April 6, 2011,job Number 09-184 attached. The results of our review indicated that the site was prepared in general accordance to our original design with the exception of the elevation of the lot along the rear and east sides. As we discussed the final lot elevation shall be raise approximately 6 inches to comply with the original design. I have inspected this day and confirm That this has been done. Closure Thank you for the opportunity to provide our professional engineering services. This letter has addressed the results of our work completed to date. Please note that Thomas & Reel Engineering Consultants, Inc. reserves the right to revise or update any of the observations, assessments, opinions and/or recommendations as conditions change or additional information becomes available. If clarification or additional assistance is required, please do not hesitate to contact us. 40,441.4 Thomas &Reel Engineering Consultants,Inc. 'to 1 '4 : It Michael I. Thomas, P.E. `+� 0 Principal Engineer III www.thomasreel.com I/4 I Structural,Civil,Mechanical and Forensic Engineering 9100 White Bluff Road,Suite 306,Savannah,Georgia 31406 Post Office Box 15818,Savannah,Georgia 31416 Tel:912-920-0950/Fax: 912-920-0948 Offices: Savannah,GA and Bluffton,SC Thomas & Reel Engineering Consultants, Inc. a March 23,2011 0J 'J Phil Madhere �J k 5 \ • EMP Properties,LLC 0 V ei Reference: As Built Site Plan Review \ v Judy Quinney Residence 1006 Jones Avenue Tybee Island, GA PIN#4-0006-12-003 TREC Job No. 1006-1243-01 TREC performed a visit to the subject site on M..'ch 21, 2011 to examine the as-built site condition. In addition TREC reviewed the final survey prepared by Vincent Helmly dated March 2, 2011,job Number 09-184. The re Its of our review indicated that the site was prepared in general accordance to our ori_mal design. Closure Thank you for the opportunity •• provide our professional engineering services. This letter has addressed the results of o . work completed to date. Please note that Thomas & Reel Engineering Consultants, nc. reserves the right to revise or update any of the observations, assessments, opinions an• or recommendations as conditions change or additional information becomes available. If cl:rification or additional assistance is required, please do not hesitate to contact us. • Thomas &Ree ngineering Consultants,Inc. G � .q O 51eRE0 a a ael t1111) ti .E. ri ALhe eE. ENG04 O ' '" www.thomasreel.com Structural,Civil,Mechanical and Forensic Engineering 9100 White Bluff Road,Suite 306,Savannah,Georgia 31406 Post Office Box 15818,Savannah,Georgia 31416 Tel:912-920-0950/Fax:912-920-0948 Offices: Savannah,GA and Bluffton,SC Jones Street 60' R/W /�// / �" �/ / / / /A9 ,.!!\^/ kog ' ' C / / F / ___ / / 4 /9 Edge Pavement -" :,7s APR Q 7 2011 N22°DO'00"E o N22°00'00"� -'—. 60. 00' S22 ONT30 W...... ....... 120,DD' '� ry 120.00, -2 : 1 .W 60.00') 60.00 ' I.N. = ;r: :\ .. �. N. trte : i Vy C -,\'"N tµN CS- l ,'~' v M h O ® `�J qq tU + -k-A- - ^ k x X N. co s tik. . I Q ,As.r9 Porch n � p � 'ytj 15. 1 ' q, x, 12.5 q �! ^y �� •�8.4 q• k�. - Frame tt , ,,� p ,aka ': Residence On i`° "' ....... � � � Columns to o Lot 59B' o gy11.0�e ail Ac. o fl °� q X5.0 i"' a , I CZ) �, 0, Porch �� r yet �. � ! f1 §,\ k �' X x ., "h �3 Wood Fence ^X ZFg .��^ " �, O0 Cy N22°00'00"E \ 60.00' 522'00'00"W 44',r 60.00 ' q) Lot 59A \ Lot 60 A Pin#4-0006-120114 ,0 'a Pin#4-0006- 12-013 . S. T. Sweat & Helen Foard Henry A. Smart As-Built Of Lot 59B, Ward No. 3, 5th. G.M. District, Tybee Island, Chatham County, Georgia Pin # 4-0006- 12-003 FOR: Judy 1 D L. Quinney REFERENCE": 1. M.B. 2 PAGE 8 LEGEND: 2. D.B. 163 R PAGE 450 Of IRON PIPE FOUND . cmf CONC. MONUMENT FOUND ACCORDING TO THE FLOOD INSURANCE RATE MAP 13051 CO213F DATED SEPT, 26, 2008 ' irf IRON ROD FOUND THE SURVEYED PROPERTY IS pp POWER POLE WITH/N A SPECIAL FLOOD HAZARD AREA, op OVERHEAD POWER THIS PROPERTY LIES IN ZONE "AE" GROUND ELEV. ELEV 11.0 ERROR OF CLOSURE: FIELD : 1/25,158 OfZGiq ANG. ERROR :2"PER ANG. PT. G 0 20 ' ADJUSTED SY : COMPASS METHOD �� ��gTERtO SCALE: 1 " =20 ' PLAT : 1/INFINITY EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION SINGLE PRISM NO. 1882 ‘ t, Vincent Helmly 317 DERRICK INN ROAD Rev: 4/62011 • • s -V'?►ow SAVANNAH, GEORGIA DATE: March 2, 2011 >' (912) 925-3523 108# 09-184 G tote r e�.IC Mag --,�- Jones Street o' R/W 1 N22° 0'00"E �— f S22°00'0s "'f 1 120.0 0' C 121-. 00' Irf irf -�NN22°00'00"L" - 60. 00' ,� 60.00'---- 60.0* ' J l' .--: �� \ ., Orr' o ,, o .bra vet 00 11.31b Q1 cb I (1) .._ 12.5'Porc _ 12.5' o o CN _ 00 IN O ` try 15. ® 8.4" � Q ® % Frs e I .,� � � oo° a��i srdence On ^ a o O `) _ �'® . ns v o ao I �� �' • o s LO 9B3 �6 ^ ' o q00 11.04 0.11 C. 0) o O 0. p F.0 Porch i �• to Co `\' G51"KS 1� `� v CI Wood Fe- ce ^1 op o QS N22°0/ '00"E 60.00 ' ---- 522°00'00"W 4<;N ' 60.00' .I Lot 59 A ®\ Lot 60 A Pin#4-0006- 12-014 V M Pin#4-0006- 12•-013 S. T. Sweat & He/en €oard Henry A. Smart Plat Of Lot 59B Ward No. 3, 5th. .M. District 1 T y bee Island, Chatham County, Georgia Pin # 4-0006- 12-003 FOR- Judy R. Quinney REFERENOE:- z 1. M.B. 2 PAGE 8 t LEGEND: 2. D.B. 163 R PAGE 450 a ipf IRON PIPE FOUND ® irs IRON ROD SET ACCORDING' TO THE FLOOD INSURANCE RATE • cm f CONC. MONUMENT FOUND MAP 13051CO21 3F DATED SEPT. 26, 2008 THE SURVEYED PROPERTY IS O irf IRON ROD FOUND WITH/N A SPECIAL FLOOD HAZARD AREA, pp POWER POLE THIS PROPERTY LIES IN ZONE "AE" op OVERHEAD POWER ELEV. 11.0 GSTKS GRADE STAKE SET QRG J ERROR OF CLOSURE: G� '� 0 20 t FIELD : 1 23,158 SCALE: 1" =20 ' ANG. ERROR :2"PER ANC'. PT. ADJUSTED BY : COMPASS METHOD PLAT : 1/INFINITY n • i No. 1882 \ M ; Vincent Helmly EQUIPMENT: TOPCON GTS GTS236W TOTAL STAT/ON SINGLE PRISM 317 DERRICK INN ROAD V SURa SAVANNAH, GEORGIA DATE: March 2, 2011 1 ., ■■ (912) 925-3523 JOB# 09-184 U.S.DEPARTMENT OF HOMELAND sEcuRmr ELEVATION CERTIFICATE OMB No.1580-0008 Federal Emergency Management Agency Expires March 31,2012 National Rood Insurance Program Important Read the Instructions on pages 1-9. SECTION A-PROPERTY WFORMATION Fort rarxe.Company use Al Wing Owne.'s Name • . J .I0- (t, Q Pew ir>nanhler. . iJNr.1 AZ. Bultdkg Steel s%(including Pet_U it,Suite,smilerBktg,tin)or P.O.Route and Sox No. 1 00 Co ca iar&'S STRi'L'T NNC i see- r5c.Pr...o seta Gva ea f A MP code 3132.6 ... A3. Property Description(Lot and Blodc Numbers. Taxac el Number,Legal Description,etc.)L o+ 5'93 W P � ra Z M. Btntding Use(erg..Reddened.Nors•Residentiei.;Addition.Accessory,etc.) Re-0.10-1Ti PO-- AL Lang deft ohglkate:tat.N 3 Z.° CI o h©fC)' Long.W.PO•S'o .s-19 y Horizosad Dakar:D NAD 1827 GrrIAD16133 A6. Attach at least 2 of the building tithe Certificate is being used to obtain good Insurance. A7. Balding Diegtam • t ALL For abuildhngvrphaorawhpaceorendosure(s); AS. For bdIdinn sett an attached garage: a) Square footage of esaw4apaee or enclosure(s) 'J~.3 4 f a) Square footage of attached garage 9q f b) No.of pa men dopev*'g&ki the craulapace oor b) No.ofpermaneMgoodapednpsMgha�age endosure(s)vdt in 10 toot above adjacentgrade - JI"'" vaun 1 O foot above arijacemt grade c) Total net area of foodopenIgsin /dhOC1 sgin c) Total net area ofAood openings inAgb —0– xi In d) Engineered flood openings? ❑No d) Engineered good openings? 0 Yes — SECTION$-=FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFtP Comet Name&Community Number ;TV latest- 3 4 4 i + r�AN. I Gil ie. r A 8 a 4.MapiP net Number 85.Suffix ' 86.FIRM Index - B7.FIRM Penal - Be.Rood • BS.Base Flood He+ASon(s)(Zone bate 1 01. C,,0 213 1� °)�' ..t►�°g • Ei has Date s) - O.use Hood depth) g–z.4-eQ, , 810. Indicate the source of the Flood Elevation�E)data or base Hood depth entered in hero B9. O Rs Prate I ch>ahtmue�ur Defier mimed OOther(Per 1 Bit. Indicate elevation datum used for BEE ten item B 0 NE MO 1928 EafaVG1699 fl Other(DSatxba) . B12. ism ht a Coastal Banter Resotroas System 8 or Otherwise Protected Awe(OPA)? 0 Yes alto'CI OPA SECTION C-swam ELEVA'TION CATION(SURVEY ) Cl. Building elevations am based on: ❑Construction Drawings* 0 Building Under Construction* larinished Construction `A new Bowdon Cecela=ell be requited when conatucNon of the bdding is compete. C2. Elevations-Zones Al,A30.AE,All,A(weir BFE).VE,Vt--V30.V(with BFE),AR.ARIA.AWE,AR/A1.30,ARiAH,ARIAO. Complete Items C2.eb b onatk Mixed building adiagram�apediedkn Item A7. Use the same datum as the BEE. N C Vertical Datum IN 6'V fl °)e • CowersioniComments 141 Pr i . the measurement used. a) Top of bottom Poor(Indudbigbasement. or•enclosure food - O mess b) Top oft he wend higher loot } • E feet 8 raft=(Puede Rim only) . c) Bottom of the lowest horizontal structural member(Vanes only) feet B meters(Puede Rico only)Attached garage(rep of slab) mete s(Potato Rico on y) e) Lowest elevation of machinery or equipmentiservddng the building feet []meters(Puerto Pico only) (Describe type of egdpmenfand location in fi Lowest adjacent(finished)grade next to g r meters(Puerto Rico only) g) Highest adjacent(finished)grads nest to ig(HAG) O meters(Puerto Rico only) h) Lowest a grade at lowest elevation deck or Oaks.Including _-___a_. meters(Puerta Rico only) structural support SECTION D•SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or ardnleef authorized by lawio certify elevation .. -" ., , irdon cation. I cattily that the Information on this C represents my best efforts to[Mope*the data avatfebie _. s• R to il I un that any false statement t may be puntsh fbie by fine or imprisonment under 18 U.S Code,Section 1001. a tg r w:A heck here If comments are provided on back o#iomm. Were latitude and longitude h A by a ,, s¢.,:: .,, @O Ceder licensed land erahteyon? Yes ,. 2 -i _ V 1 ltt 6iv 7 {-i E h M'�''. - i ltr�[fse Number I ,L -` r _ i The..f+/40 Name . y 1*"`CfT"'I�� ,-- L�i+nno sc$ VE oft !: 4 vim" v AlreAs sun 9 R $uresoNI Rowa wvt.nvr3 reipt slate 60- ziPC«ha31405 .'\\.,0E, � v Signature v) \ , . n i ..?_4-\ T _ i _ 92,5--352 3 - "^--- FEMA Form 81-31.Mar 09 L - See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. ' Forinsu ante Company Use Bulldog 0 Street Addreps-(p o(� . snit'r" No)orP.O.Route and Box No. Policy Number State Z P Code Company Shim Number SECTION D-SURVEYOR,ENGINEER,OR CERTIFICATION(CONTINUED) Copy both aides of this Elevation Certificate for(1)commnity official,(2)Insurance agent/company,and(3)binding owner.Comments G Z(‘Cr) Ptt. . GQNifis ►s ra %ter ti i PLAI i a(4,-"r. Signature 1JM•.•e..+=�. \ ,(...) Date 1 Gi —j 1 n'cede bee iattachments SECTION E-BUILDING ELEVATION INFORMATION URHEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without EWE).complete Items El-ES lithe Certificate is intended to support a COMA or LOMR-F request,complete Sections A.B, and C.For items El-E4,use natural grade.liavallable.Check the measurement used. in Puerto Rico only,enter meters. El. Provide elevation information fort**foNowirrg and check the appropriate boxes to show whetherihe elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom toot(including basement.aavrfspeos.or . .•• . . Oteet aneters Qalbone or beiarn the HAG. b)Top of bottom floor(inducting basement •- T . ❑iaet Dmetars ❑above or ❑below the LAG. E2. For Bunting Diagrams 6.8 with permanent flood••- . —., items B lapis 9(see gives 6-9 of instructions),the need MghsrRoor (elevation C 2.b in the dagrams)of the building ding is ❑feet •melons U above or U below the HAG. E3. Attached garage(top of slab)is ❑ >._ 0 meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet El meters ❑above or ❑below the HAG. E5. Zone AO only: if no flood depth number is avaiabie,Is the top Otte bottom floor elevated In acoadancs with the community's floodplain management ordinance?p Yes ❑No 0 Unknown.The loud official must cert(ytfs inioataton in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CER'RPIGATIOON The properly owner or owner's authorized representative who completes Sections A.B.and Eton Zone A(without a FEMA-Nallad orcommur ity-+fwd BFE) or Zone AO must s i g n here. T h e s t a t e m e n t s h t Seams A,B.and Eare aarnactfo thebest armylgiorofeagee Property Owner's or Owners Authorized Represontallves Name Address ps City State ZIP Code Signature Da»e Telephone Comments SECTION 6 COMM NNTTY INFORMATION(OPTIONAL) The local official who Is authorized by taw or ordinance to admirnartro commnimty's floodplain management ardthance can complete Sections A.B.C(or E), and G Otis Elevation Certificate. Compieta the applicable ite>a(s)and sign below. Check the measurement used in Items GB and G9. G1.❑ The information In Section C was taken from otherdocumsntation that has bean signed and sealed by a licensed surveyor,engineer,or ardiitect who Is authorized by law to certify eieraiton information. (Indicate the source end date orate elevation data in the Comments area below.) (32.❑ A community official completed Section E for a-building located in Zone A(wiehout a FBM.sxued or ounmurilly4ssued SPE)or Zane AO. 133.❑ The following inlay en(hams G4-69)is provided for community floodpiin management purposes. G4.Pencil Number fGt. Date Pemhlt issued I GB Dale Carticate Of Issued ir37. This permit has bean issued tor. 0 Now Conslttc$on ❑Substantial Improvement GB. Elevation of as-halt lowest floor(bducrg basement)orate bulking D feet Q meters(PR) Datum 69. BFE or(in Zone AO)depth of flooding mitre huidigsite ❑feet El maims(PR) Datum 610.Community's design flood elevation ❑feet ❑meters(PR) Datum Local OlMclars Name Title Community Name ^ 1r�/fir, T phone Signature Date Commments ❑Chet*here Waatadhments FEMA Form 81-31,Mar09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1006 JONES STREET City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 1-24-11 4 , —,), `.• _ .41:::004, ,„ Mil PIM Ark .... . . .., . 't ra alai . , , 1.. REAR VIEW 1-24-11 irliA111416111111111Plirr . iI ,,.,I:, . . ..,...,...,:,6:,y 1 a ( .%. It-ft- s{„7 S. City of ee Island • Community Develo gent Dept. ®�y� Inspection Report ®=ufilk c ! 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 -�� Island, INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. k ) Date Requested Owner's Name tt.\7:) i,j . cm Date Needed Gen. Contractor l—. 1Y\J) Pr -)p , Subcontractor Contact Information \- ; , v1 C., el t 9 - L CR. 1 Project Address P (0 , f, n_ <> t i Scope of Work 1 Inspector �., D-4-0 Date of Inspection 3— 2 ) r I I Inspection � t" _ AA A Pass Fail ❑ Fee J } :5 r, t\e1.,( , p c-) -P 0 A- _C ' ' 41. n s , 4-11 C--) k • Inspection Pass Fail El Fee i ❑ Inspection Pass ❑ Fail ❑ Fee 0 5 - 0. I -!- '3 r', ,1 CULQ ; tiH6E iv City y J �.� ��" ���-�. Cit � fee Island • Community Devel. gent Dept. a�V'� VI - ` Inspection Report =�� V ,� ��° �! 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 \ , Phone 912.786.4573 ext. 114 INTERNATIONAL Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /0 - 0.37..d1 Date Requested 5 i, I 1 Owner's Name 6/1..), MitAi Date Needed 727/1 Gen. Contractor 1 r t? 1i o ' Subcontractor Contact Information 0414.1-3A1 3'41 - Li. 0E4 Project Address ! O(9 Jpi.. ...5 Scope of Work tO i .! Inspector '71 Date of Inspection „s / Ili Inspection ror lz Pass a Fee �p,S S--k--- Inspection 1:.:1- Pass Fail Fee � ~ ,v,SS Inspection I .: - -0 Pass Fay Fee - z Inspection OF= 12 Pass Fail i� ee rilg . ' . 47:;-7,--b1/7e:/--1 j/ % 1, iJ, ,,,,,,_)J,4-,— .3/, Y 1�. -_' , )/:7 . . /- �- - � ) (/V 11 - ' / 41 / ? ) , k, ---7/1/-/ /d_4,2,f,,- L--) - VNS Corporatioi 11 DATE SHIPPED J3uit4'& Tout c-bzEaru inour Be Spine A / O W s llding FILLED BY 40110042100 Products Choo Choo Rincon Build-It Mart CHECKED BY 135 Commercial Drive 912-826-2466 DELIVERED BY Rincon, GA 31326 SOLD TO SHIP TO C.O.D. RINCON 9 TR fUlgrOVE Phil Madhere L 1006 JOnes Avenue MAR 1 8 2011 Lot 59b Quinney Residence RINCON, GA Tybee Island, GA BY: SUB: 13 Shipment #: 1 ACCOUNT# CUSTOMER P.0.# TERMS ORDER# ORDER DATE SLSMN INVOICE# INVOICE DATE 11000 COD 11615821 10/26/10 , 180 11104786 11/09/10 ORDERED BACKORDERED SHIPPED U/M DESCRIPTION PRICE AMOUNT Customer has paid in full Silverline 2900 series white vinyl -- single hung -- with Low E -- 1-lite no grids -- DP50 rating 1 0 1 EA 3/0 X 4/0 FIXED TEMPERED 102 .680 102.68* OBSCURE 1-LITE GLASS ONLY ##111_11615821_60 PO # 11423252 VEND # 6089 Qty : 1 Expected : 11/10/10 Silverline / PO# 11423252 The Company will not be responsible for special order material left in our warehouse after 90 days! ) I f i \ March 18, 2011 10:06:19 45 MELINDA MOORE 3 / 3 MERCHANDISE 102.68 *********************** SHIP VIA OTHER 0.00 * REPRINT INVOICE * *********************** TAX 7.000% 7.19 PAGE 1 OF 1 11111111111111111111111111111111111111111111111111 FREIGHT 0.00 Signature TOTAL 109.87 CUSTOMER COPY N, City o bee Island • Community Devel( lent Dept. ��r� ■ 11 Inspection Report ■im 1 / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 - �za INTERNATIONAL _, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. 1 ,r',- .: ) Date Requested l / Owner's Name (J li r,1.\1I-1_ Date Needed /' , ,/ , Gen. Contractor 6� ?� Ri'>i Subcontractor Contact Information , �i_F , ,_ , . a i y Project Address ? vt 1 Scope of Work , ) '.� - Inspector `'�,/q Date of Inspection %// , �/ FAIL Inspection rr11-•- - Pass ❑ Fail dFee , 11)0 i‘ 044 T-Zrj1-7)1 s i S 1 .,,E1'' �:) , Inspection ��-�`" o Pass ❑ Fail im F- _ 1 1 L,,L, x�J� �U l'∎ Jy� t 4. ' ��)lAi ,�'�Ll >� )d , �'�!) W v -±.--- -Inspection ` ` - A/ , i Al Pass 0 Fail IN Fee 0 ut.v } j, 4--\)01r/ Li \ % ?q �,r 0A[( Inspection hi- Pass ❑ Fail Fee \a i� ,N o --.-r _ l \,' ■. �\ 1 lArZt ±TC,,„ j I, \ n K_ --VC)z-1-1H „ jam tCdP (4) ii,04' ‘:'›\�40,� -. 46)19 -0-Vic. 'eA411-$ 6) -\<-14‘. \`' -1-11-1\ .0)_ t.rt,teg- ''t_ti. ■r, Ph d 011,6'. v ift, Pik .\. oVvlio,SA-itiz• ‘)v55, 6`) -- 1 ft,&” Nepf\fDrta 19,f6A Y-?To.:Vicp.-1:77047A400,5_ ,.f- +614 ?W)‘ 613(‘'CptiA_ r„. X frATcV,iptv_.+ 61thri" N \_30001.011^ S� W S� \li t om' 1 r r✓ ° c � �j Eer-Pg‘i TO\)1^AW/02 11)1t, - ? ' dijSil D13„6 %/Dill 711d. C7 (y\til-° ,0141tfrprdIJVIIIP1 •'Oti. Ofikk '"r:;\ ' ‘)f \TA1Dr 1/4)' ' ? 6 (-\\\' A. ° --el-lcrNiviP ' 1P15VP({11‘:0 A) l‘ rkiklP 01114A/ e)4\'' 1° 03' '<i /1)1 .-7\4* / r \(--. . - A. 4 . i TY Result Report P 1 03/15/2011 12:32 Serial No. CM3522R060004 TC: 240674 Destination Start Time Time Prints Result Note 9128261216 gg03-15 12:31y 00:00:19 001/001 OK g Note SAO: D Uble-SidedaBindingADirection,Original: Special SROriainalFFFCODE:mF- NR:RTX: Re-TX, RLY: Rela MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. 1 a 4112. - s2-C- - I2-/ 'i.�ptJa 7t� t.JFFrIu^i� rrc- t -�SgccE ' )aCy c,U fr f4T+ `-"' rte' .J Gl!5� t7 �IiC1�S l w7 teitat.'"Vir .� bLe ( d� , sue _>>'�- �a�� p stns ..a D� Fizz-+� r TAM. 7>�4- rte, 0 /1os.1Ne.- tiJJ.r City of( )ee Island • Community DeveloC ant Dept. talk% Inspection Report amimmizi 4')/ x 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERMNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL MEMBER / I Permit No. i r) / , ) ,i Date Requested alciiii / / Owner's Name 001 3 rJ,_14 Date Needed 112,41 ■ Gen. Contractor f r 1')r---) l)4.;--o7.:---- Subcontractor iik/-C../4,- ----* Contact Information 1-.A A1t)/41 1 T41 . (-41-JA 1 Project Address I On(, j0/0/7 C Scope of Work /\ )7:-.,,\J '-=,. /-7- Inspector - Date of Inspection 1-1' iLt r a._/><4. Inspection 1 ,i- ( ) ,_i - Pass Li il- H Li Fee Inspection Pass 0 Fail El Fee I i , , - 1 ) ,1 , A i \74,-, , ,--::(---)-___, 473 k '''':il,i 1-11),-,::::. )S7:--I:: ) - I-10 1311')i)t,. 1\1 1 ': .... PEA IiN 11S e Odd U.; 740.4D.414 V)t, 1 j ,...) / i _ Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee o 1 , ,/,/ tt I ., ' , 011111 ,-.A c` �� RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 95-37 Phone 9124 -4391Y6-3" eorg;a 'Po ure r 30(0- 2tyb 3°6-ZSoS 1 O - 33 -w -�eig3 Ca-4Y 30$- 2 .2S Location Address: to d)41£3 Lot# Release Date: i zs� > i Type of Release: Temporary Permanent Subd Name: Electrician: MC,.aZi tit_ Electrician Phone Number: 624k2528 Owner/Builder: son-p !moo (e'7. �s 3 � Phone Number: �-I-4o6'i Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: TX Result Report p 1 01/2512011 11:40 Serial N0. CM35228060004 TC: 228311 Destination Start Time Time Prints Result Note Georgia Power gg01-25 11:39 00:00:31 001/001 OK gg Note MBND: Double-SidedaBindingADirection. SP: SpecialSorigin'Yal. FCODEI,F-code, RTX: Re-TX. RLY: Relay MBX: Confidential, BUL: Bulletin, SIP: SIP FaX, IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. ;-- . RELEASES FOR ELECTRIC SERV-ICE FROM TYBEE ISLAND FOR a _ _FAX TO: Lyaa Brennan 937 Phone 912- 1 O — 033 Borg:a '3�o u►!r 3 a to- ed.4.4 , ----Z T 7 o oS' eQ-F{.,.i Sag_ 2fo2S Location Address: tel o �.,-r�� Lot# _ Release Date: t/'7't�>I Type of Release: Temporary Permanent Subd Name: ffffff { Electrician: win islet 1)11&__- Electrician Phone Number: OwnerBuilder: OSieli f �o�r.z �1!✓c Phone Number: -t-1-.-f.-t'c J Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Ownerll3uilder: Phone Number: ‘R'FEt-k a CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 12/10/2010 PERMIT#: 100331 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1006 JONES AVE OWNER NAME JUDY QUINNEY ADDRESS 107 GOLDEN OAK DR CITY,ST,ZIP GUYTON GA 31312 PHONE NUMBER 912-657-6195 CONTRACTOR NAME EMP PROPERTIES LLC ADDRESS 221 PINK DOGWOOD LN CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1734 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,605.75 PROPERTY IDENTIFICATION# PROJECT VALUATION $110,000.00 ONE WATER METER (3/4-INCH) TOTAL BALANCE $ 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. 0 r Signature of Building Inspector or Authorized Agent: 0/4.... P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O.Box 230 Vahico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report E �� „ED Report No.: FL 6686.1 R1 0-. 1 ?-10 Date: June 19,2006 DOtc -JO n. _ Product Category: Windows ( p- o 331 Product sub-category: Single Hung Product Name: "Weather StopperTM" 2900 Series,Model 2960 Extruded Vinyl Single Hung Window-Nailing Fin Impact Manufacturer Silverline Building Products Corporation One Silverline Drive North Brunswick,NJ 08902 Phone—732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc. and Wendell W. Haney,P.E. (System ID# 1993)for Silverline Building Products Corp.based on Rule Chapter No.9B-72.070,Method Id of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code(2004 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.:FL 964 prepared by R W Building Consultants,Inc.and signed and sealed by Wendell W.Haney,P.E.(FL#54158)for specific use parameters. Wendell .H: tey '.E. FL No.541 8 June 19,2006 FL 6686.1 R1 PF 938 Sheet 1 of 3 Limitations 1. The"Weather StopperTM"2900 Series,Model 2960 Extruded Vinyl Single Hung Window-Nailing Fin"Impact"has been evaluated and meets the requirements for use within the State of Florida excluding the"High Velocity Hurricane Zone". 2. When used in wind-borne debris regions this product complies with Section 1609.1.4 of the Florida Building Code as an impact resistant product and does not require the use of an external impact resistant covering.This product meets Missile Level"D"and includes Wind Zone 3 as defined in ASTM E1996. 3. Size Limitations: Configurations MAX.Width MAX.Height Single O 51.5" 63.5" X 4. See Drawing#FL-964 for Design Pressure Ratings. leaden W. , ,P FL No. 541 : June 19,2006 FL 6686.L;R1 PF 938 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No.FL 964 titled"Weather StopperTM"2900 Series,Model 2960 Extruded Vinyl Single Hung Window-Nailing Fin"Impact"prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813)signed and sealed by Wendell W.Haney,P.E. B Tests Performed 1. Testing per ASTM El 886-02 and E1996-02 as performed by Architectural Testing Inc.and reported in test report number ATI 62283.01-122-44,dated March 1,2006,signed and sealed by Steven M.Urich,P.E. 2. Testing per ASTM E 1886-02 and E1996-02 as performed by Architectural Testing Inc.and reported in test report number ATI 63154.01-109-44, dated April 4,2006, signed and sealed by Steven M.Urich,P.E. 3. Testing per 10111.5.2-97 as performed by Architectural Testing Inc.and reported in test report number ATI 55067.02-122-47,dated July 25,2005,signed and sealed by Steven M. Urich,P.E. 4. Testing per ASTM El 886-02 and El 996-02 as performed by Architectural Testing Inc. and reported in test report number ATI 64448.01-109-44,dated April 4,2006,signed and sealed by Steven M.Urich,P.E. 5. Plastics testing(DuPont Interlayer)in accordance with the"High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 05-1208.02,expiring December 11,2010. 6. Extruder must be a certified PVC Extrusion Licensee Listed on the current AAMA PVC Extrusion Certification Program Listing. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated in test report numbers ATI 62283.01-122-44,ATI 63154.01-109-44,ATI 64448.01-109-44 and ATI 55067.02422-47. 2. Buck anchor analysis for loading conditions,prepared,signed and sealed by Wendell W. Haney,P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W.Haney,P.E. D Other 1. Certificate of Participation issued by National Accreditation Management Institute certifying that Silverline Building Products Corporation is manufacturing products within a quality assurance program. /9 Wendell W. i ey;P+ , FL No.541 : June 19,2006 FL 6686.1 RI PF 938 Sheet 3 of 3 1 at• 51.50" MAX, WIDTH § o„ leftLINE FIN TO FIN i2 i BUILDING PRODUCTS CORP. 48.00" MAX. O.A. i g m il_L,9'z a I FRAME WIDTH 1 1 m'o 1 SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH.722.435.1000 I I i'"' " - � 2,mo d Y C " WEATHER STOPPER"" '' l i a o g Eo SERIES 2900, MODEL 2960 a 4 a m M EXTRUDED VINYL SINGLE HUNG WINDOW I — — WITH NAILING FIN x / "IMPACT" 4 ••I 111 tkl= X il § ti d / , % it li � GENERAL NOTES 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE .� ��� Q� g WITH THE 2004 FLORIDA BUILDING CODE EXCLUDING THE "HIGH a a a VELOCITY HURRICANE ZONE", SINGLE UNIT 3 m 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN WIND-BORNE DEBRIS REGIONS THIS PRODUCT 1 COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING OVERALL OVERALL OVERALL GLASS DESIGN PRESSURE (PSF) o CODE AS AN IMPACT RESISTANT PRODUCT AND DOES NOT FIN TO FIN FRAME DAY LIGHT R 1 77 EQUIRE THE USE OF AN EXTERNAL IMPACT RESISTANT COVERING. DIMENSION DIMENSION DIMENSION TYPE POSITIVE NEGATIVE THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 3 AS DEFINED IN ASTM E1996. 39.50" 36.00" (UPPER) 30.87" X 29.50" 4, CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO X X 3/32" ANNEALED +50.0 -50,0 FURTHER ENGINEERING ANALYSIS. 68.50" 65.00" (LOWER) 30.87" X 29.50" 3/32"- AIR - ANNEALED 1 X 41.50" 38.00" (UPPER) 32.87" X 27.00" .090" PVB � X X 3/32" ANNEALED +50.0 -50.0 ' j TABLE OF CONTENTS 63.50" 60.00" (LOWER) 32.87" X 27.00" OR o g N '-� SHEET # DESCRIPTION 47.50" 44.00" (UPPER) 38.87" X 27.00" •- c9 0 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES X X 3/32" ANNEALED +45.0 -45.0 we 03/24/08 ? 2 HORIZONTAL & VERTICAL CROSS SECTIONS MASONRY CONSTRUCTION 63.50" 60.00" (LOWER) 38.87" X 27,00" - AIR - o 3 HORIZONTAL & VERTICAL CROSS SECTIONS WOOD CONSTRUCTION 1/8" ANNEALED N.T.S. 5 4 BUCK & FRAME ANCHORING 51,50" 48.00" (UPPER) 42.87" X 27.00" .090" PVB ova OY, AEM m 5 COMPONENTS X X +40,0 -40,0 cox.er, WWH 3 83.50" 60.00" (LOWER) 42,87" X 27,00" 1/8" ANNEALED 6 BILL OF MATERIALS de GLAZING DETAIL DRAWING NO.: FL-964 0 i - SHEET 1 OF A N 2" MIN. 2" MIN. FROM )Go E „ •,FROM GE , , Ma P ger© m C C M A U-!,,,;.,2 w 29 8' 'o p V ^ ©© u m o Z e.. z^ Mm�" WIEJI•� • 2 EL n c a` . 1 A 1 =zap mm IV I 11\ gw00 W ©,a. I1 II � 9gg 1-1/4" MIN. �U LI;j O O �i A v - f SHIM SPACE II I • ?,? , 1 e® (TYP.) Q ® c� 1 0 N Oo z_ OF A •® �V �.,."��� INTERIOR kfril 4;'' w lir 0 Oil al' .gol w ... . . , Efi 7; A 1111.111111111111MMIIM t it, '. ' ; '' 3!TA ik ...„:.•.• rilijill 0 __ m Quo --. ..1:1 k=::1 00 G� 1 0 m a m EXTERIOR 0 (W INTERIOR 0 EXTERIOR 00 ION 0 O 2 NS RIZONTAL AL MASONRYCAPPLICATION■ 1-1/4" MIN, �z ® �,._._�� 0 EMB. (TYP.) 0 0 0 © 'lam Q ® 1/4" MAX. 0 �'� °.v ---I SHIM SPACE pp El 4 , 9 ' V ® 0m 0 00 0 ,1�� _.—� N °, u Z 1. 40 ® ♦ INTERIOR rn a r � O °° UIL ill / n fft 0 �Il1 EXTERIOR 0 IW CMG,BY: AEM m 10 CHIC BY; VVWH CRANING NO.. VERTICAL CROSS SECTION 3 HORIZONTAL CROSS SECTION c=3 ® m FL—S64 a INSTALLATION MASONRY APPLICATION 0 ® 2 INSTALLATION MASONRY APPLICATION N SHEET 2 OF ji, 0 0 ,q N klio Q I 1/4" MAX. g m 6 I -�I ---SHIM SPACE d i (rm.) o rd t 0 e 9 2 I; o P G a s s' I* ® ® INTERIOR 0 i W°- i 1 >co w ® E 3...pt A tiiiiiiiir7,701 Ail i 0 Lila elk ao.u i it. , L.= laws_ ,,,,g,, ee 0 0 __ .WI �,ii o� oa��� r m m 31 p 0'i:fir? © EXTERIOR �o cz © nl��� ® ®e , a3 11..1 2 HORIZONTAL CROSS SECTION 8 zz+" i al 3 INSTALLATION WOOD CONSTRUCTION °, oz S °o 41 0 4 ®cj i EXTERIOR 0 0 INTERIOR 1/4" MAX. -^� SHIM SPACE „IF , (,, 0 d I crYP.) 0• +r*; o • mmm O •e �p ® • ,� INTERIOR itz L 1111 ................. .... .........■................■ ,t,r,,, ,rii t ' 1!■Pirli ■_.il Mill m /� x �� �o EXTERIOR 0 III / % z °° I 11 �) o DATE:03 24 06 6 / SCALE: N.i:S, o f. 0 0 3 HORIZONTAL CROSS SECTION "Go BY AEM m 3 INSTALLATION WOOD CONSTRUCTION Crn+,BY: WWH DRAN+NG ND,: D: i VERTICAL CROSS SECTION m FL-964 t 3 INSTALLATION WOOD CONSTRUCTION °a SHEET 3 of 3 0 22 1 Ni ti"�' gn,�a 2X FRAMING TO BE DESIGNED ? m a ; BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS 3a AND THE CLADDING BEING USED, f° a • N Z " l•4£ N D L K. 8" MAX. 4 o. r B" MAX. ON CENTER / z m m • ON CENTER 5 4"w ._— N N IMP`a rL 3 , " CORNERS ERS• . 11 o i ® ® FRAME ® z x s W TYP. HEAD, TYP, JAMBS TYP. JAMBS w c� t 2X BUCK JAMBS & SILL FRAME ! I' = z g _, SEE NOTE 1 x cc o _ _' az dxiz 3 g — mw Mw o MASONRY U U m MASONRY TYP. HEAD, TYP. HEAD, - �,, o OPENING OPENING JAMBS Sc SILL i, m z .I JAMBS Sc SILL z 3 ,i __._ .. ' TYP. JAMBS 25 i' 2X TYP, JAMBS 25 ' .v ', FRAMING •� • » I I CORNERS z O BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING MASONRY CONSTRUC1ON STUD WALL CONSTRUCTION I g m 4 rn 5 THE NAIL FIN IS TO BE BACK m z a BEDDED IN SILICONE AROUND THE FULL PERIMETER OR FIN 0.+4°'J. ~z m AS SHOWN, wre:03/24/06 z m — NOTES: uw¢.Br, N AEM , P m 1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A p CHK.Br WWH�o Of AMNG NO.: S MINIMUM 2-1/4" CLEARANCE TO ADJACENT TAPCONS. LL�r FL-964 0 ISWEET 4 of 6 2.945" 2.945" 1 ��` I N LY Y � m 1 . - OI 1� w J_ = z o n m o U N 6 1-1 Q .0;°57 Ff-f2fff- Po q E 9ma 8 d)4 // i\3 d N E_.4- Mb -Eii 8 , I h I 2 O 4.243" J TS w V) ® R OHEADER 1 g 0 SILL © JAMB z ��—�.318" E 0 E r 1.910" a a i,I 1,187" —1 1.160" i O) a -� M -�I .792" I ' o �_ co N OKEEPER t = z o O GAZING BEAD / 1.390" O SASHNG BEAD O SASH STILE O LOCK RAIL (TOP) O PULL HANDLE re o z § a . N 0.$24" w kw i .278" o o TO r I 1 / " N ' .879" zz a 826' N N wl ���" DATE:03/24/06 i 1 ^ . ~+`.; I scare: N.T.S. °� `� ( OWE,Br: AEM m R 1 1 CHK.BY: WWH (DRAWING NO, Ii R O MEETING RAIL (7,7)1 SASH INTERLOCK MEETING RAIL INTERLOCK SASH FL_984 0 71 12 30 0 GLAZING BEAD REINFORCEMENT REINFORCEMENT REINFORCEMENT SHEET 5 or 6 N 41 BILL OF MATERIALS BILL OF MATERIALS - CONTINUED ■ ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL n 1 EXTRUDED VINYL PVC WINDOW HE,IDER VINYL 18 BALANCE SHOE BY CUSTOM CRAFT PLASTICS #799 - BY SILVERUNE #52-2902 (0.070 WALL THK.)* 19 SASH LOCK BY SILVERUNE V NE #2241 - 2 2 EXTRUDED VINYL PVC SILL VINYL 20 TILT LATCH BY CUSTOM CRAFT PLASTICS #620 - 27,.'54 n BY SILVERUNE #2903 (0.070" MIN. WALL THK.)* -d m EXTRUDED VINYL PVC JAMB VINYL 21 KEEPER ATTACHMENT SCREW #6A x 3/4" PFH ZINC PLATED - R . !s z 3 BY SILVERUNE #52-2901 (0.070" WALL THK.)* 22 WEATHERSEAL 3/8" BULB - 2$ 4 EXTRUDED VINYL PVC WINDOW MEETING RAIL VINYL 23 1/4" MAX. SHIM SPACE WOOD >n 1, r BY SILVERUNE #2907 (0.070" WALL THK.)* 24 2X BUCK WOOD O°n 1., EXTRUDED VINYL PVC WINDOW KEEPER GLAZING BEAD VINYL 5 25 #8 x 2" PPH SCREW STEEL z x BY SILVERUNE #52-2317 (0.062" MIN. WALL THK.)* 26 GLASS SETTING BLOCK - ! z 2"o c 3 6 BY ILVERUNE #2905 (0.070"STILE WALL THK.)* VINYL 27 BUTYL SPACER - a a a ° 7 EXTRUDED VINYL PVC LOCK RAIL(TOP) VINYL 28 #8 x 1-1/2" PPH SCREW STEEL $ 3 BY SILVERUNE #52-2908 (0.070 WALL THK.)* 29 SEALANT SILICONE Ip..� '� EXTRUDED VINYL PVC PULL HANDLE VINYL g % 8 BY SILVERUNE #2806 (0.070" MIN. WALL THK)* 30 ALUMINUM 6063 50 8667 REINFORCEMENT ALUMINUM EXTRUDED VINYL PVC SASH GLAZING BEAD VINYL BY SILVERUNE #50-2667 {D.O50" MIN. WALL 11-1K.) o 9 BY SILVERUNE #52-2217 (0.062" MIN. WALL THK.)* 31 3/16" x 2-3/4" PFH TAPCON STEEL 10 EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD VINYL 32 MASONRY CONCRETE BY SILVERUNE #52-3557 (0.062 MIN. WALL THK.)* 33 SIDE LOCK OMEGA SHOE cD 11 ALUMINUM 6105-T5 MEETING RAIL REINFORCEMENT ALUMINUM 34 #8 X 1" FLAT ZINC PLATE - z BY SILVERUNE #50-2608 WEATHERSTRIP .310" x .187" BACK PILE W/CENTER FIN PILE = g, ALUMINUM 6105-T5 INTERLOCK REINFORCEMENT ALUMINUM SASH STILES 12 BY SILVERUNE #50-2609 (0.063" MIN. WALL THK.) 5 d 0° 5/8" INSULATED LAMINATED GLASS INTERLAYER BUTACITE BY DUPONT - 36 WEATHERSTRIP .270' x .187" BACK PILE W/CENTER FIN PILE z z 13 3/32" ANNEALED - AIR - 1/8"ANN. / .090" PVB / 1/8"ANN. FIXED MEETING RAIL I g o 5/8" INSULATED LAMINATED GLASS INTERLAYER BUTACITE BY DUPONT - 3 13A 3/32" ANNEALED - AIR - 3/32" ANN. / .090" PVB / 3/32" ANN. * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE 1. a 20 14 GLAZING COMPOUND TREMCO PROGLAZE SSG SILICONE o z PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID INTERIOR MEETING RAIL 15 WEATHERSTRIP 270" x .187" BACK PILE W/CENTER FIN PILE PVC EXTRUSIONS". OR POSSEESS A CURRENT DADE MATERIALS NOA. o a a 18 2X FRAMING WOOD 17 BALANCES 10-97-XX BLOCK & TACKLE BY CALDWELL MFG. - ., 7/16" GLASS 7/16" GLASS BITE . BITE 5/8" THK. 5/8" THK. -, o cn GLASS a GLASS g r' 3/32" ANNEALED �. 3/32" ANNEALED �! AIR SPACE `. / �- AIR SPACE 4 CO ,<,.:''''-- ,/ Z z 1 3/32" ANNEALED — ~ - 1/8" ANNEALED 8 z T .,! .090" PVB INTERLAYER �! .090" PVB INTERLAYER o _, f . _,I > " z II & 0 3/32" ANNEALED 1/8" ANNEALED z DATE:03/24/06 2 GLAZING DETAIL O GLAZING DETAIL SCALE: N.T.S. T 3 DWG.BY: AEM m CAK.BY: WWH 3 DRAWING NO.; re g FL-964 0 gSHEET 6 OF 6 a ili- 6 l.,, City of'K._ee Island • Community Devel4 )nt Dept. --' am& maimi- i'F'' Inspection Report mama 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Emamla- \ INTERN7ONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 () - (1)33 1 Date Requested / / / , I ) i i , 1 ) \ Owner's Name ,_,,,-.) )1 ,) c,,, i,\) Date Needed ! I/ I ,) Gen. Contractor F1/1/1"P - tiubcontractor ---"-) Contact Information l' i-44,,,V-)44/ 7,4 i - L4 o I Project Address I I Scope of Work l',\1,--IA,\ --- Inspector - ,, I 1 Date of Inspection ,i,p,ps, ' 1 Inspection -17-2 I__ ..:., i — 1 -• - Pass 121 ' El Fee f\30--t-E, , 1-:_-__IN)-1 1711,QC-r-e_. (_-_-AZ)) /... r\ / i ./.\ I 1 Inspection i -----.:71 i-- lc_ - 1,-- -- ; Pass it Fail El Fee k ygdci 1E-2.1- eNss Inspection i -1-I ' lA 7. 1 2- C,.. - .-- Pass Er " Fee -:-.. eNis,9 -,----- ---7 - Inspection i--1<--tikl - [7 Pass 121,__ Fa] Fee ......- -)_ ,---- _ ------r-;:---_ . .t.)bt_ . --7-07: .........— -- r__41› itfiwru. s ! J --1 ,(4--1--11--1-c_, i )t---z- ?-. 1_ L -,------, -, / , ) -53 '6 — Hatt ►\\\ � y City of oee Island • Community Develo ent Dept. �„ Inspection Report Noma `= F// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �� NTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 , - J' 9 Date Requested ' ' ) /7 1 Owner's Name CJI N.V\F2. 1 Date Needed ' E' I Gen. Contractor L V ? I'' ki � i= it-, Subcontractor Contact Information i 2 > ti :�0 i - (-I L 0 Project Address ) 0 O N ;3 Scope of Work . )y\) A..k) J>H Inspector Jl Date of Inspection I 0//7, /,) Inspection ..kL I ® Pass ❑ Fail Irj Fee i. 3 .gyp r r -R. ::: ( cJ )J1' e < x +1 Inspection T P T Pass Fail in Fee r,J, Liu ❑ i3C�'�', ,,, 1 D iI I( 0, nJl1 1 -.%.,)("1-46,..__S N vii:2: e;.3.1 �PIL /� �u, t1. it. -�2 tom.a5 V"+ S t, trz.-\,,,) Inspection H IJf(�L. Pass ❑ Fail ® Fe v?, 1 3 I i� rJ rJ r'L 4. 6 v ,; ) Inspection R o ) - Pass 0 Fail le Fee ia,0 -i"-- ' t ' , -40) ce, 7,.- -" .PO i- [?C l,` ;-)L. v:J t.,,,,i_, //, -17X:-.0) 01-blE, t 2-Y_„07.--. o.t, , (044._._ 6.- - _,_.) 1-7z( , 07-1> ra1 Ic=1 1 / k-H j 1,7:) .,(„Ls ! 0( k-, - ---\-- „Do not remove until final inspections by code official. SilverLine wl.00ws.000Ra �NFRC .. an Andersen Company •;`. CPDtt SIL-N-lb 2901 Single Hung Vinyl Dual Glazed National Fenestration LoE2 Rating Council® CERTIFIED ENERGY PERFORMANCE RATINGS U—Factor Solar Heat Gain Coefficient 0 . 35 I 1 . 99 0 . 34 (U,5./I-P) (Metric/5I) ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0 . 58 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determn ng whole product performance NFRC ratings are determined fora fixed set of environmental conditions and a specinc product size NFRC does not recommend any product and does not warred the suitability of err/product for any specific use Consult manufacturer's literature for other prodiot performance information wrownfroag WDMA WINDOWe 0000R HALLMAIi K MANUFACTURERS ASSOCIATION (ER T IFIED w 440—H-025.05 Silver Line Windows 2900 SERIES SINGLE HUNG Manufacturer Stipulates Conformance to the following standards STANDARD R A T I N G RAMA/WDMA/CSA 101/I.5.2/A440-05 H—R50 36 x 74 in DP +501-50 psf FL 4065.1 ' ' TDI—WIN-799 Glazing 3.0 mm Double Str AN Outer/ 3.0 mm Double Str RN Inner Complies with HUD UM Bulletin 111 IGCCa/IGMRr 04/i0 19357461,7.3 LABEL 2010 Meets or exceeds MEC, CEC 8 IECC Air Infiltration Requirements WDMA Halimar f'on}ifie-a4inn Prno.am -; City of�`{ i,\,�\\ y bee Island • Community Devel lent Dept. ���� Inspection Report imm� \\ /i 403 Butler Ave. •• P.O. Box 2749 •• Tybee Island, GA 31328 �'' , INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. 1) '>-%- -' Date Requested -/-1-'4-2/ Owner's Name l >) )' .),:k'"-L4 Date Needed q 44, r Gen. Contractor -=%�'�" iP 1� CS Subcontractor Contact Information k i " : 4 --3(.- ( M c,:-� I Project Address 1 061(0 \)/')k,)5:::,-..)- I Scope of Work . f\kT t / i Inspector %7/ Date of Inspection /`"�-2 Inspection i s. - I'G-- Pass "Fai Fee Inspection Pass ❑ Fail ❑ Fee 0 , Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee I °y City of iee Island • Community Develo' ent Dept. ��` .�.� •-� a 1 Inspection Report N�� ' / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ���� "� INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER i i Permit No. ) 0 03.3i, Date Requested .' i %;)/< 3 Owner's Name OLJ / ,v_)3-E Date Needed 1 ! / Gen. Contractor I3 11 P i-I;) /rS Subcontractor Contact Information \(ice P'i i ! • 40 6 ■ Project Address I O67 \JC V ;.._ _I_-, Scope of Work • O .(A) \ - Inspector "7/4 Date of Inspection '-i/2// o_, FAIL Inspection _ Pass ■ Fail a e A500 j f / '.. J= 4()-1, S v31 nc., d,,,,„,... Inspection Pass 0 Fail 0 Fee Inspection • Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee y. City of bee Island • Community Develc ent Dept. K„% / ' Inspection Report \,,� // 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 -:7: Island, INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER / % Permit No. : C_,r' '_r,. ,, Date Requested ,9/ ' 3 Owner's Name (7.)); ,,),Ji_..r Date Needed Gen. Contractor 1,41 l , -e. fa, ,S Subcontractor Contact Information Is �� ,1L c.41• " j Project Address ` ;,.)I Scope of Work '% ii/'. ,, f;;. Inspector ` Date of Inspection kZj/ L? P Inspection , < , Pass Fee / QPSs Inspection ,,i..)4. Pass s Er F. W ird Fee Inspection ._.-. ,°, Pass ® F F j Fee Inspection Pass ❑ Fail 0 Fee TX Result Report p 08/1212010 11:22 Serial No. CM35228060004 TC: 198790 Destination Start Time Time Prints Result Note Georgia Power 08-12 11:229 00:00:30_ 001/001 OK Role MIX: Mixed TOri final_TX11CAALL:OManual1TX. CSRCZeCSRC,gFUID:FForward, PC: PPC-Fax. ALY: Relayv1, MBX: Confdidential, BUL: BulletPinC1SIP rSIPnFax.FIPADR:FIP Address Fax,TX. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND I` FOR SAVANNAH ELECTRI■ _ FAX TO: Lyna Bresnan^"' ° - - --""7 Phone 9124a.„;11.411772 3otc.-Z Go&/So oS (C7—O 3 anal-4-L - 3a,et 2 d2.S Location Address: 1 O(p S VQ - Lot# S9 a Release Date: 1 2- -i Q Type of Release: ✓ Tempora'i-y Permanent Subd Name: Electrician: IV ` c_P VI d E1 e - _ Electrician Phone Number: q -s-2 4- 25-o3•Owner/Builder: 4110 n Phone Number: 9 1 2 - 695'7-4D 1 9 S Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of 12e1ease: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: F F ,1N. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9137 Phone 912 040- 24.46 306-2V0S- CQ-i-� 30S- 2 4,25 1c - 0331 Location Address: 0 0 Co -To S Ave. . Lot# s9 Release Date: g-I Z -4 0 5cuJ p D Type of Release: V Temporary Permanent Subd Name: Electrician: " ` � B r, d c- El e. c . Electrician Phone Number: £11+t524- 2o3 Owner/Builder: w ,d e. 1 Phone Number: q ( 2 - (0 51-(o 1 q s Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: ,^03k'',S/ ■‘1■ - City of' Jee Island • Community Develoi. ant Dept. s4, /7 • Inspection Report Rim* En.....7.-i 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Xv INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER rTh, - '-') .-- -) Permit No. ,_ ,. •_.) i Date Requested ---- 7, Owner's Name Name ( :2): ) , r' n € ..) Date Needed t-7 _ .._,/ Gen. Ccintractor E (N\ e P e Q r•.-', eC Subcontractor 0 C -Q -, - Contact Information P k r s- ,,s ,S ,7 D Project Address 1 0 :-) L 0 -77). r.\..2 5 , in Scope of Work \r-VO-c_k ) .<:) r ' 413 ) -I- (2 ry, I -4--- Y _ ' Inspector , , , Date of Inspection// Inspection i „( ,,, (2:LY , Cr -_) pi i 6,- 6 , /-, c'.- Pass 1:2 Fail 0 Fee (\ 1 / ' ‘ _i)Li , - - ■.‘14-r-":„ bk)rijc. to::::_i_3---\--,f Inspection Pass El Fail 0 Fee - Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee __- --- n V CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT k --1 ~„ ''tr,� 2 sets of building plans 0 v 0- � ( - 1 . 4;, 1 copy of showing y,',a• if:; groan etevations flood zone 0 0 (D ; r1t s ✓ ,/ $250 plan deposit V d Location: L PIN# 4-0006. - I,- 614f -s NAME ADDRESS TELEPHONE d Owner D� 1?, J elvt _C l 0� GAS' 3( ).`� cl+a -C 5)-ci qs A r c h i t e c t -146,0 y v l ci c au( ,i . coo() wk; (e. ii u j-] P c1 f;kJ 3 c°v _t 5 eta,- qa�a -09sv or Engineer Si f 3o G, SG,t4.14,(4,h, 6- Or q-0 C ( - Building 7 ak 1 pf.,,k 10,isJ,„ct Lc,rte Contractor r �t`°¢�r�2{' s 1 ) --a.t o-3 3 3 1 Fan�r�L, �rdl �l3 J�� (Check all that apply) ["New Construction [''Residential �''l 4 c 4 r C ❑ Other [Single Family ❑ Duplex �� J ❑ Multi-Family 'f 1 ❑ Commercial 1C._ Details of Project: 6UQ vU (Un s Y<v C 30 3q l— 40S./ Estimated Cost of Construction: $ ( 1 Of p Construction Type i (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: k c ;duo O c, 1 , S r .5(e �c\inn t i Remarks: ) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units } #Bedrooms 3 #Bathrooms 3 Lot Area t j( AC Living space(total sq. ft.) j' 6 In 3 4 d. 5g . -+ #Off-street parking spaces .5 Trees located &listed on site plan y Access: Driveway a,b (ft.) i With culvert? N With swale? i\./Setbacks: Front X 20 Rear `O 1 Sides(L) i 0 (R) t 0 # Stories_ Height 33' l{ `f Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through (o is f iz v i .,, Co h'►('� -(A.on . On-site waste and debris containers will be provided by W tO P o Construction debris will be disposed by Wade. Pry by means of Co e,. r:(y: Cie . I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 41 Ili ad (o Signature of Applicant (' %ticz Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) M Egg W711 Access to building site �'�" z c 2CYJ Distance to water main tap site Distance to sewer stub site :._,[01 0 Water meter size Storm drainage Approvals: \ Signature Date FEES q Zoning Administrator 11,./1 r") Permit Code Enforcement Officer **M.P. ev Inspections 5-2 <�t►+ j S /fl Water Tap 7 (o'1 Water/Sewer . , Storm/Drainage i ray. Sewer Stub SS-0 Inspections Aid to Const. -3' x'134 City Manager 6\2_41_ 1* , f CC Recovery 2,D0 4 25 0 a-42 p os:�r n�.JCt��t�� 2�8.75 TOTAL l'e(�. -1S .(30(0 05:/C �1 $ 4. 0 = 413 51400 — 25-0 clef os:-I' REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing,Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part,as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person,unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: ' i i° ?3 ��ac,k.p,2p Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O.BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX(912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: L o T S q g i 60 Q e Ci, a1,3 3 , 5 cV I ,C f 1?,c r Owner's Name: j:.1CL:: 0u 1 ny Address: r() 6)l<1 n Oa l/Z ,V,)L\iQ 6 j lu ( ,q 313 1), Contractor's Name: E MP rP,2 Opp(L_ k. S .( l L C This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets,meters, etc., are not permitted below the required finished floor elevation. 0 0.�DV¢... By accepting the building permit, I(owner/contractor) agree to construct/place the equipment ove. er 4e-the required finished floor elevation, which is stated below. Ae i t BFE Acknowledged and agreed to this day of , 20 .• a C ll.tAk.4-Q. O r/Co ctor Signature Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: Lo r f) 9 ( f oak a No 2/ 5 1-2 M Owner's Name: ;.) �ij ( u i ui n Address: ((.�1- G (CO(fl Oak RI'V?f Ca jj kJ/ f 3 �. Contractor's Name: F..: M P Pk o p iZ..-1` Rs, L. L C- This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings,2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge.The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. O • Si Date Qut,„„\,6 Owner's Print Blame 1 j el a 0 to C iftraet: s .ignature Date Ph; r Iie f"la 0 Contra or's Printed Name CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: L T 5 9 6 Ld u t2 Ct (U) 3 5 t Ls- f R( c f Owner's Name: vi I <_ Address: ( 6o( vt Oak R*, e , JJ (U n G- 4 3121 Contractor's Name: F M P P _62PaJ @ c 1 L L C This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. O er' Signa Lke Date • Owner's Printed6 ame 14140 .__..._ /fildofo) C.ntrac .r's Signature Date rtad. ,„.„ Contractor's Printed Name Witness's Signature Date Witness's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: L J 5D4e5 S4eQ..`1 • 7-p f9 Owner's Name: c31) tc C J 10 il e 1, 20,E Address: Contractor's Name: f i I � '1,4(4 61.e 1 ~. NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration,and agrees to fully comply with such provisions. l / Description of alteration: IUQ cJ of_c 1 L,zuch cJ �0/1 _Q,2 q ( 2 6tot'i A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Date O jiir's Printed N: e �I 1 ` era ffiri//./W a l !`ontract s Signature Date Contrac is Printed Name APPROVAL Zoning Date Building/Code _ _ Date Water/Sewer Date Drainage Date CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: I z..%4 5 9 , &it(n C, PI)- 3 .t G H UiS ,'C Owner's Name: TO Ctj c( Address: CO 4 (1-c) /Au) Oak c-B(z(.Jt, C-• /L l 2' 3/01- Contractor's Name: 09P P P o�p,n R S L L C List the company name,business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company MP i< f T Business Type f {�fe.Gb o Address ob., A'n,k *Q )6J yrV„, License Number R L C) Oo a 6 4_ 3 Contact PersonPi` a 4, Phone Number 0143 -d if}— 333/ NOM6ri / i r , G Business Type 1 14) Jy7. c ,' Address 5 v k R& in 11 R0011 License Number a 7g 3 Contact Person 1 r�, R o.Vl Phone Number C{L k- 13 F(j • k 3. Company Ht eve Cf t-h(Z ' 126 Business Type ufi10 a fiZ Address 6 0 6 f License Number Contact Person da k �"� ( k-,° !-/- Phone Number c - 0 t c1 A J NOrk 4. Company Cr P, p 6, %1 Business Type P I J Y rid& Address 020 Ca R O (' t License Number Contact Person C V1 iR;S c0 di Kos ,n Phone Number t j a- 4- C q � 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. 4/20/2010 Map V'.. :. :_r ,. .... _ r .�i- lam,,4 '. Color Photo Map Text 8r.gT ::1'• . r =,'et t • - ' ` 1.. ❑ Parcels Vie. ,.•t • . . '� - / 0 Surrounding Counties ••••• tr >• r 4 • ir • , .' • O`. _ • E ��,1 _ r ,," mid}- r la jig ....40t I , Alein 0 : t..... .4 I , (Fi i Pt S ,2 spy 't '.t i , , ,14,,,,,i. 1 V ,P9 '''. • m 1 220 ` g ! 4 d + 1 ,. . , 0 1 r 54 ft Created by Maplt on 4/20/2010 11:23:46 AM using ArcIMS 4.0.1.©Copyright 2002-2003 BinaryBus,Ltd. Est • ADODB.Recordset error'800a0cc1' N es2Item cannot be found in the collection corresponding to the requested name or ordinal. ,. \r‘ 0 `.1 S 42- /app/map, printprocess.asp, line 384 f e2) .1 0, %"IL. 0 1 Parcel ID: 4-0006-12-003 ../ Owner Name: SWEAT HELEN FOARD 1006 TO r\-e-5 4 \fey\ Iv y- 21 _ ) 0 ,/g----- sagis.org/app/map_print_HTML.asp?pid... 1/1 magnetic �,, ""� r 1fi s Street 60' ROW N22°00'00.E t_.q,., r', 120.00' `,• '0,5. S22°00'00"W 6rf N22°00'00 "E —_- �5 120.00' irf 60.00 '� A. ` 60.00'-- 60.00'-' - - Chatn Link-1E--- ence I- ., 1 01�` a) 1^S . c\t- 06I � o N 1 CL I Lot 5913 `� o , o Ng) ! � -k oo h o © 1 -) I � c �. � 1 fY c. � { � o ---• (0 o 7 . .c I CQ `v o o a I1 .� -, 1 no 1 -a 1 I ..� (3 10 to a Q. o I op lj IR Block °ooI`, "t ap op Bldg. -te a- O (' Wood Fence ._._. . __Ai op ti 60.00' ' 522°00-'00"W 's P N22°00 '00"E .(c.\ cb --- Lot 59 A \ tO o Lot 60 A Pin#4--0006- 12--014 \.,0 Pin#4-0006- 12-013 S. T. Sweat & He/en Foard Henry A. Smart Plat Of Lot 59B, Ward No. 3, 5th. G.M. District, T bee Island, Chatham Count Georgia Pin # 4-0006- 12-003 FOR: Judy R. Quznney REFERENCE: LEGEND: 1. M.B. 2 PAGE 8 2. D.B. 163 R PAGE 450 O ipf IRON PIPE FOUND ® its. IRON ROD SET ACCORDING TO THE FLOOD INSURANCE RATE o cm f CONC. MONUMENT FOUND MAP 13051 CO2131- DATED SEPT. 26, 2008 THE SURVEYED PROPERTY IS e irf IRON ROD FOUND WITHIN A SPEC/AL FLOOD HAZARD AREA, PP POWER POLL: THIS PROPERTY LIEc IN _7oN-E "4F" op OVERHEAD POWER ELEV. 11.0 tpRGIq I ERROR OF CLOSURE: FIELD 43P-.12-c �O c,\51ER 0 20 1/ 23,158 SCALE: 1" =20 ' ANG. ERROR :2"PER ANG. PT. ADJUSTED BY : COMPASS METHOD ' NO. 1882 PLAT : 1/INFINITY . - i AI a Vincent Helmly EQUIPMENT: TOPCON GTS GTS236W TOTAL STAT ION SINGLE PRISM 9 317 DERRICK INN ROAD if 2 * SU-V3Q SAVANNAH, GEORGIA DATE. Dec. 10, 2009 4 H ■ (912) 925-3523 JOB/ 09-184 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc a(�bellsouth.net INVOICE June 21, 2010 Invoice#21002601 Diane Otto City of Tybee Island M g E V E P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1402 Jones Avenue d k o 05- -10 0.25 hours Review of plan by Surveyor 06-07-10 0.33 hours Plan review and comments 06-18-10 0.33 hours Plan review and comments 06-21-10 0.33 hours Plan review and concurrence 1.25 hours @ $175/hour = $218.75 Total Due I 0 -- I133r1 (Q - 21 - i0 . adds P1 033\ 4-0 AP DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc @bellsouth.net MCIW June 18, 2010 Jonathan Lynn 2 1. 2010 Planning and Zoning Manager City of Tybee Island *,`, ,._.c r I` , Q P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1006 Jones Avenue Dear Mr. Lynn: I have reviewed the plans for the above referenced site. My review is limited to drainage issues and related 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. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, Downer K. Davis, Jr., P.E. President Downer K. Davis, Jr., P.E. President 2100260D DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc @bellsouth.net i June 18, 2010 n Jonathan Lynn A � 'J Planning and Zoning Manager City of Tybee Island ..... P.O. Box 2749 ....,. Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1006 Jones Avenue Dear Mr. Lynn: I have reviewed the plan for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. For concurrence on these plans the following is required: Show the Co on the Initial as on the Intermediate Plan. Proposed contours still incorrect. With a flat swale of 7.2, it is not possible for the 8 contour to cross it. Still have not received swale capacity calcs. I recommend that Mike Thomas call me direct on my cell at 695-7262. I called his office this morning and he was out. A phone conversation should avoid any future comments. Please contact me if you have any questions on this matter. Sincerely, A"'"X Downer K. Davis, Jr., P.E. President 2100260c e QaICd 4om / 1 0A.%GzS 4' 1). Ce.a cat lad RduN a y Vkefd ( 341-4 - I e--P- iv►s&. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc @bellsouth.net -0 0 3 B June 7, 2010 Jonathan Lynn n JUN 0 8 2010 Planning and Zoning Manager City of Tybee Island P.O. Box 2749 BY: Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1006 Jones Avenue Dear Mr. Lynn: I have reviewed the plan for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. This is the same lot that I offered a review of on May 7th At that time the submittal was so incomplete, I gave only general comments. Previous comments: 1) No vicinity map. Location information is now adequate. 2) No Co-Construction fence shown. The Construction exit now shown is adequate. 3) Silt fence type and location is not clearly shown. There does not appear to be any fronting Jones. The label Sdl-A is shown along the full length of the sides, but the symbol stops at the BSL. The silt fence should encompass the entire lot except for an opening for the-CO- Construction exit. 4) Drainage plan is not detailed, but does indicate an increased flow to the rear onto the property of others. Detention storage is shown although none is required. The swale capacity to carry the design flow is required. Based on the design this is just for the required documentation. Additional comments: 5) The 7.4 invert on the side swales at the BSL conflicts with the 8 contour. The 7 contour should not cross the swale. 6) No type of stabilization is shown Please contact me if you have any questions on this matter. Sincerely, il�f• / ' Downer K. Davis, Jr., P.E. President 2100260B '�.a -1-0 L4,oa\ Tin 4 o w. $ (DOI �i'V� o w. $ @ -�-�..p w� Gt S r e e I , C Irv\ Thomas & Reel Engineering Consultants, Inc. I I I TREC Job# 1005-1243-01 By: DRR Date: 6/20/2010 Ckd. By: MIT Date: 6/20/2010 TREC Job Name: IQuinney Lot 59B Page 1 of 1 _■ ■Hydrology Design Calculations I E 1. W R s Impervious I Gravel Driveway 400 sq.ft = 0.009 acres C=0.5 -M11.1 _ 1r !,Building 11403 sq.ft.= 0.032 acres C=0.95 1111.1=11111 M.11.1111.1.1 =MIN I Pervious Grassed Areas = 0.069 acres i ■ C=.20 ■ — Total = 0.11 Acres IQact = CIA 25 yrs _ 23min 1= 6.40 ® ■ _ 111 1 25 yrs Qact= 0.95*6.4*.032+0.50*6.4*.009+0.20*6.4*0.069= 0.312 cfs I ( I Proposed Swale 1 Qmax= (A X 1.486)/n X R^2/3 X S^1/2 T T A=2 sq ft n=0.25 P=3.2 R=A/P=0.625 S=0.02 Qmax= (2 x 1.486)/0.25 X 0.625^2/3 X.02^1/2 Q max= 1.23 cfs V =0.61 ft/sec..._. I t I 1 _I ,Q max>Q act therefore OK 1 I -! Tltam A s 4 Keel 1 a (..JD -3-,,,.95 Engineering Consultants, ine. Q,) ' n --- I 1 I ' I I_ TREC Job# 1005-1243-01 caiDRR Date: 6/1/2010 Ckd. By: MIT Date: 6/2/2010 TREC Job Name; I Quinney Lot 59B - Page 1 of 2 --- ��� Hydrology Design Calculations 1 1 1 i •E • M Pre-Development Area �—.... y L IIII L 1 0+- Existing Structure= 1501Sq. Ft. "`J� Existing Grass Area = 4642 Sq. Ft. = 0.107 Acres - —_ IC=1 0.35 (table A-3.1 Attached) Flow Length = 79 ft. HP Elevation = 8.31 . LP Elevation = 6.7 1 _TrSlope = (HP-LP)xFlow Length = i 2.0% • -� . -— — Time of Concentration � . & 1_ IIIIINIM Ell Sheet Flow . -..- ._ LL�1�.1 .1 s... — n= Manning roughness coefficient 0.4.- - L= Flow Length I 1 79 P2= 2 year, 24-hr rainfall 1 , 0.201 1 1 1 S=slope f_ 0.020 1 IIII i_ • • - Tt=0.42(n*L)^.8 = 0.2408 21.493 min L II 60(P2)^.5 (S) ^.4 - . Tt=travel time (hr) Use 23 Min L m 1 1 �- 1 M 1 - e- -v pment Flow I 1 Pre-Development I 1 I i QQPre = CIA — — — 25 yrs. 23 min. I= '. 5.89 (Figure A-3.6 Attached) 1 I -1 25 yrs Qpre = 0.221 cfs - -T-- i i 1 I i Post Office Box 15818 Savannah, Georgia 31416 1 L j Tel. No. 912-920-0950; Fax No. 912-920-0948 1 I I ! 1 I i 1 1 i I -1 1-- jTREC Job# 11005-1243-01 `y: DRR Date: 6/1/2010 1. By: MIT Date: 6/2/2010 jTREC Job Name: Quinney Lot 9B j Page 1 of 2 Post-Development Impervious {Gravel Driveway 400 sq.ft = 0.009 acres C=0.5 Building 1403 sq.ft.= 0.032 acres C=0.95 Pervious! _ Grassed Area = 1 0.069 acres C=.20 j Total = 0.11 Acres Qpost = CIA j 25 yrs 15 min I= 6.10 25 yrs Qpost= 0.95*6.1*.032=0.50*6.1*.009=0.20*6.1*0.069= 0.297 cfs j J Required Storage j ---- I—_ - - -- - - - ---I --- — � -- Storage Required = (Qpost-Q pre)tp -- --- (0.297 0.221)x 15 min x 60 sec/min = 68 cf l -- INN - - Pro posed Swale Storage Area � L_- V=width X depth X length = 2 x 0.5'x(79'x 2 swales)=158 cf Storage Required = 68 cf _ Storage Provided = 158 cf - 1 - -Storage Provided >Storage Required OK APPENDIX A-3 PROCEDURAL GUIDE FOR COMPUTING RUN-OFF BY RATIONAL METHOD The Rational Method is a method for determining run-off in terms of cubic feet per second at the drainage C =a coefficient representing the ratio of run-off structure. It is based on the direct relationship between to rainfall (related to impervious area) rainfall and run-off and may be expressed by the for- i.e., 1.0 - 100% run-off. mula: I =the intensity of rainfall in inches per hour for Q = CIA a duration equal to the time of concentration and for a stated frequency. Q =the run-off in cu. ft. per sec. from a given area. A =the drainage area in acres. SOIL CLASSIFICATION SAND OR SANDY HIGH CLAY SLOPE LAND USE LOAM SOILS SOILS (Pervious) (Impervious) Min. Max. Min. Max. Flat Woodlands 0.15 0.20 0.20 0.25 ( 0% -3% ) Pasture 0.20 0.25 0.25 0.30 Paved 0.95 0.95 Residential 0.35 0.60 0.50 0.60 Commercial 0.60 0.95 0.60 0.95 Rolling Woodlands 0.15 0.20 0.18 0.25 ( 3% - 7% ) Pasture 0.30 0.40 0.35 0.45 Paved 0.95 0.95 Residential 0.50 0.60 0.50 0.60 Commercial 0.60 0.95 0.60 0.95 Hilly Woodlands 0.20 0.25 0.25 0.30 ( 7% - 11% ) Pasture 0.35 0.45 0.45 0.55 Paved 0.95 0.95 Residential 0.50 0.60 0.50 0.60 Commercial 0.60 0.95 0.60 0.95 Mountainous Woodlands 0.70 0.80 (11% + ) Bare 0.80 0.80 0.95 Steep Grassed Slopes Pasture 0.70 0.70 Table A-3.1 GaSWCC(Amended- 1995) A-3-1 SAVANNAH, GEORGIA 1903- 1951 I5. 0 I 1 I I 1 l I NOTE FREQUENCY ANALYSIS BY METHOD OF 10. 0 =mom__-_=.1 EXTREME VALUES, AFTER GUMBEL oularalilln Mil 111111=11. 8.0 4_o 01 1i�i1OMIE\51nEMMEN ri 11111 li\a ,°°�" ,: �uiiiinU Bch s z. 1‘:6'1111 I n.� L2o, 111 III 111111:24.111 I a 1-0 mom. — --- ��..��� .. � I 0.8 �� % kil:% 0.4 44 4 _., _, .a „_ 0. 2 d 0. 1 • 08 .06 .04 . 02 5 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 MINUTES HOURS TIME OF CONCENTRATION WEATHER BUREAU TECHNICAL PAPER 25 Figure A-3.6 GaSWCC(Amended- 1995) A-3-8 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, May 07, 2010 8:07 AM To: Dianne Otto Subject: Re: 1006 Jones Ave. As a drainage or SEC plan, this submittal is really too incomplete to comment on. I offer the following general comments. 1)No vicinity map. 2)No Co-Construction fence shown. 3) Silt fence type and location is not clearly shown. there does not appear to be any fronting Jones. 4) Drainage plan is not detailed, but does indicate an increased flow to the rear onto the property of others. Please call me if you have any questions. Downer On Thu, May 6, 2010 at 2:19 PM, Dianne Otto <Dotto @cityoftybee.org>wrote: Hi, Downer. Attached is an erosion control and drainage plan received from Vince Helmly for a new single-family at 1006 Jones Avenue owned by Judy Quinney. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 5 %.4_0 kei w• L y -cm Jetec( 4-0 Q . O bah I ( cL r e i@ `�^ 0 w+a.-S r1 . ) / 7 !Benchmark 20 10th. Street Lot 58 B 1 Nail In pp +1 Pin 4-0006-12-017 �o AVERAGE ELEVA7IQN ®DEC I,E,D 522"00'00"W >` ALLOWF°- 1,i� s" "'° E/.8.35 Joseph D. 0/ear & J. 0/ear Q • (NAVDaa)� 3 Z 120.00' P y y o `sw q:,i„,/ �� 6s7 o— �� �r� x 568°00'0_0'E - _ ,v 78.90 x_ _ I f x - .� 1 4 silt fence \ _z n x Q Chain Link Fence XIO"oAK \ a 1 02 1 X744 X10'PALM SLOPE Qe ,QP� +� LEGEND: o/ f I ZQti SIGN SLOPE t•/INIO'" ua hAK -I- 8\ cmf Conc. Monument Found c / �2- SLOPE 21 o p- Ql I 1 _ _ O.�U� 10' BSL g°' it,,, ipf Iron Pipe Found ci 5 I 2RP� EL UHK — 7 +� �o I Q1�2 pp Power Pole ' 1 O \ 2 I +�0 bbd op Overhead Power Line YINGO �7I \ 33 �ICj I + 1`3n Spot Elev. /1glCL / I �pQ Q. / 1• A CO O + +� / �3 I \ 1 + W I i i d / / Asphalt Paving + 0 I -7,9'` O -/ -Contour 7�7/ 0 q 2 � � O• Cfl D N1y oi o o LOCATION PoP �� Lot 59B 1 I `V Z b Tree+ p �Z 4o / / / • F SLOPE COI A C. e,,,, `� a,t1 a� 'N o o +1y2 -.iy Q f I Ik .-k 2eP� _�ti2 2e m �2 1 4 r REFERENCE: PAGE 8 F" I * o`'' f O ,Qti I j 2. D.B. 163 R PAGE 450 ' '-A's* �ai s 7,-.- 1• 2 x / / �� 4 m scz 1 ,b 1 1 O ACCORDING TO THE FLOOD INSURANCE RATE / ,' -a''� - O O� V 1�2 12 I O Q 132 MAP 13051CO213F DATED SEPT. 26, 2008 fl) �/ O I +1' + In O �- THE SURVEYED PROPERTY IS I (0 In WITH/N A SPECIAL FLOOD HAZARD AREA, / / N I < S� _ _ �c,T _ 2 _ _ I THIS PROPERTY LIES IN ZONE "AE” /Q / j N ' ac 1.7,C_-;�--8---± 10' BSL 1 o ELEV. 11.0 / / P� Q� SLOP 'Q� 2 -,,,SLOPE / \° 1 k \ > ° SITE PLAN 61�/ I + +1h silt fence) �� Chain L'nk Fence +16 1� EROSION CONTROL +/ / b°' +1 - -X-- --- _ -- - - -- - _ - - -� , - --- + X_ DRAINAGE PLAN o r `,7,of 78.90' 1�a° 02\ N68°00'40"W °'Tim Lot 60 A / / ' W <p + + Pin#4-0006-12-013 p Lot 60\B 8" ` / O^ Henry A. Smart • ' + } b� Pin,#4-0006-12-004 ooy Topographic Survey 122 Co Q oo /.1'y; Raymond A. Stephens O p‘ N ^ + ra. °RC!,-- 1 N % o Lot 59B, Ward No. 3, 5th. G.M. `- Q N �0 . o = CI Q(t,iiRro,,, o Z 1 Tybee Island, Chatham County, IC / I 4'')`+' ` c Pin 4-0006-12-003 / ERROR OF CLOSURE: I NO 1082 I,.� mf� i FIELD : 1/23,158 " Vincent Helml FOR: Judy R. Quinney ANG. ERROR :2"PER ANG. PT ADJUSTED BY: COMPASS METHOD G`9 I 317 DERRICK INN ROAD PLAT: 1/INFINITY 'G\� �4 SAVANNAH, GEORGIA 0 10 DATE: April 22, 2010 ` SuwEt� l/ P EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION Fiji_f_{t-,,.1\`- ('g/2) 925-3523 SCALE: 1" =10 JOB# 09-184 _- SINGLE PRISM TN Result Report P 1 05/07/2010 10:42 Serial No. CM35228060004 TC: 179633 Destination Start Time Time Prints Result Note 9253523 05-07 10:39 00:02:47 8g003/003 OK gg Note MIX: Mined TOri ina1,TX11CALL:CManual1TXnaCSRCZeCSRC,cg1�FIUD:FForwaardmePC: PC-Fax RLY: Double MBX: Confdidentiial. BUL: Bulletin, SIP rSIPnFax,FIPADR:FI-Cade.ress Fax, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, NV-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, BUSY: BUSY, M-Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. City of''ybee Island-14• COMMUNITY DEVELOPMENT - • P .Box 2749-403 nuttier Avenue,Tybee Islsad,Georgia 31328-2749 (912)786-4573-FAX(912)786-9539 wvvw_cit y oftyb ee.o rg FAX TRANSMITTAL SHEET Date. - Number of Pages Includsrtg Cover Sheet: To: ve rS Company Nczme: Q Fax Number ( 2 5- 3 6-2 3 From: Dianne K. Otto Title: Zoning Specialist Phone Number: (912) 786-4573 extension 136 Comments: j Q D Lc, v I STRUCTURAL_ / / LEGEND: 170 �' . .�. REVIEW ' U� z / / / cmf Conc. Monument Found i 4 w Z 0 / / B : ,. ° 6C� U / / Of/ron Pipe Found 141 w / / / Inc Iron Rod Found ,. 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C,���'c /� �,, AN NAH o 120. 00 y 02(NAVD88� 0v E v 5) ,:-7-4-:�/ / / ,/ ! 16 '' 80 SITE W ( / ççg_ S68 °OOVO "E o• z ,� J U 1:: oog - X \\ i 5 . 6 - oc CD i 6 / / O - - -._ - - - - - -- - - - - _ - T THUNDERBOLT_ — — — — — — — - LC > W '� 0 2 = dam TYBEE ISLAND � � W •- mZW / // / / Cha/nLfr,kFence _ 204 = z d " - / / I- z p T/ SLOPE/ I i I al / / \ SLOPE \ i MONTGOMERY ATLANTIC OCEAN WWI = m N 5 , c:, 2 °'-' / / / \ _ 0 �- � C) / / / SLOPE it it, / < 1O ' BSL VICINITY MAP - 741..4,„ / t ' / ;:4,7) f 7 1- 01_1:to , zfe. z wZ ¢ () DO =0 0 DDUn/ fla // � Z� \ i/ / 1 8// MATERIAL, F ,, / STAG I NG O --- , _ _ (� / / .---- Z /.tea �' ® I �•! / / , / N 41 r:1 / 11) / �, ------ , -- - / / / 0111 \.�/ ■I W I 'ot / Alma / / -� i °`J Q ``� DUMPSI'ER I .0-\S' i m � ® z .,� / , o'C N I i O �" z U / , LOCATION �, �' P1�O i it: I 7 �___ Q) W 'T / / / \ \,•OG I �' V.- _ o_ •.N4 _ z tii �C CJ� / Z , 0 / / I N w / \ ` V �`` _... 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Stephens (n TREC NO. / R :*.)(4 : U z / I o / / 4 (v "'�•� 1005-1243-01 / / / V I I/ / ® i 0 DATE: / // ° REFERENCE: 06-21 -10 z / / q p c - / + O W DESIGNED BY: �� TopographicSurvey 2. D.B. I63 R PAGE 45D Z Wco� rx ■ ■ .� DRAWN BY: >- TP ERROR OF CLOSURE. Lot District , . ACCORDING TO THE FLOOD INSURANCE RATE < o CHECKED BY: FIELD , 1/ 23, I58 Vincent MA P I305I CO213F DA TED SEPT 26, 2008 Z ,-- MT ANG. ERROR : 2" PER NG. PT e a � o u n e o r a - ADJUSTED BY: COMPASS METHOD 317 DERRICK INN ROAD THE SURVEYED PROPERTY IS 2 N SHEET NO. PLAT: 1/ INFINITY Pin # 4-0006- 1T-003 WITHIN A SPECIAL FLOOD HAZARD AREA, j © o SAVANNAH, GEORGIA DATE. April 22, 20 ,0 EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION p TH/S PROPERTY LIES IN ZONE 'AE" W SINGLE PRISM (912) 925-3523 FOR: U u rl n �; JOB# 09- X 84 ELEV. 11.0 CL o U STRUCTURAL ( REVIEW 1 . HOME OWNER OR HOME BUILDER SHALL BE ° o z RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT Z z° BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. rt n o 1- oU om = U F.° c}.--H ( -- -'. 2. HOME OWNER OR HOME BUILDER SHALL BE o w w RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO � � � S d7 A 58 Sd1 — A m 1.... _ • Lot �Q B THE ACCESS EASEMENT. � X v z - o a)CL w - a) ui c� ._..- \ \l' icli:\ �' 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN z t LIMITS OF DISTURBANCE 0- u_ o Et 2 cox,. LAND COMPLEX 8 z z 3 Qooz o6 z W 1 ° O 4. PARCEL ID: 4-0006-12-003 J 2 2 Q M -- x x — x ----- x ---- - — x — x --- x --- x --- x --- x -- x--•— x --- x — �— ----� r. DISTRICT: 5TH G.M. ° o — W � � � CO CM liM x ZONING: R2 Z ; n '� M � � X LOT: 59B N Ce 0 ww ," Q ° ON w 9 =I _� ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT •— m z -- x TYBEE ISLAND, CHATHAM COUNTY, GA 1- z °6 lAl ...0 D.)0 c 0 Q o z � � ow 1—_iw = tea v Z x z _j � O -" 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE Mj uj = mN J`,�- '< POROUS PAVEMENT. 01-- - i E- = o u- 0 ft � zzJ W aQ ° n 0 x ccOO � R8 ft zWZQ i x r m - Mr allr w I Dc:70c-) 0cD O PROJEGT NARRATIVE: / \7.~ ,' EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 Ct \--- x ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA Oqv ciD O WITH TREES. ... CD �► �► �► • �► Lot 59B s v x d � A W • 411111■MIPMIllowiellF1IP 41111■W4111■MIP 1 PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST z -+C CO —� - z b C/) V c11117 c1117 O cii CID CID CID 07 OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. J '2 Anicap4a4baiciamiiimiii c> Aftc> co - I 411 416 A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT w • .�ec 1+11100 liPWAPWAPWIOWAPPWIN �y STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO Q �, = (1) HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED o (� O O O �► O C� O U (1) �c� A_�� �� / �� ..... �� c> AND POST DEVELOPED 25 YEAR RUNOFF. co — z Lo E -(4 A Sow. c� - "'�"� x OWNER CONTACT INFORMATION: W (40 0r 2 JUDY R. QUINNEY W �� Z U I-- X LOT 59B, WARD NO 3, 5TH G.M. DISTRICT '� OD x Lot 59 A TYBEE ISLAND, CHATHAM COUNTY, GA o as a) w - � x X w CO I H Lo 0 I O x 1_,' 0 I- ...., J = z o -- 0 vi N� x x x x x x x x x x __x x x x CL z Z H J Qo2 Z Z F., 0o 6 U __..2 \ ., . -2 D d 0 B Lot d MAR< DATE REVISIONS:DESCRIPTION Z MAINTENANCE STATEMENT: U) Z 12 EROSION CONTROL MEASURES WILL BE MAINTAINED AT 0 1:1," ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED U TRECNO. PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION o 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL Et o MEASURES SHALL BE IMPLEMENTED TO CONTROL OR O DATE: II. ww 06-21 -10 TREAT THE SEDIMENT SOURCE. z /rte W DESIGNED BY: OVERALL STATEMENTS: z w TP w 1 . THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE . . DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND r "'° TP SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR ,,�I i �j 0 CHECKED BY: TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. z i MT INITIAL PERI P LAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD 2 N SHEET NOMETER CONTROL, PHASE GREATER THAN 14 DAYS SHALL BE STABILIZED WITH J o -.� WITH MULCH OR TEMPORARY SEEDING. W 6 D r F- a. o U STRUCTURAL � REVIEW 1 . HOME OWNER OR HOME BUILDER SHALL BE ° 0 z ce RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT z Z BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. CL c o F- 0U = U --. H Lot 58 T pm 2. HOME OWNER OR HOME BUILDER SHALL BE o w w RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO Sd1 - A Sdl - A ono ,� THE ACCESS EASEMENT. r X z t� 3 z �- o � Wv a) c LIMITS OF DISTURBANCE w w .,� ......-."9 (1 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN w - o CT 2 68 ° OO ' OO " E LAND COMPLEX z z f ' A Qoci o6 4. PARCEL ID: 4-0006-12-003 z w � � O - _... X X X �. - - _...� X X __,. X _..- X �.—R __..�_ . X _� - x _® R zoo U W ®� DISTRICT: 5TH G.M. .1 J w P ZONING: R2 Q `� � `� — — — — — -43 — '\ .._ z >- cnU L- moo X \ LOT: 59B t� � J � a u� wwo (U nw � ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ° '- en ce c D 01 x , = 0oz Et_ .� r w I IE 7. 2 DS �� TYBEE ISLAND, CHATHAM COUNTY, GA E-- z 0 c O Q LL � o 2 \ � p W x z mTo ,- I 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE w E T w o Z CO N POROUS PAVEMENT. o o ° °' E— \ w o ,- _ Q x ~ UzJ W - J ? STRUCTURAL REVIEW 1 . HOME OWNER OR HOME BUILDER SHALL BE ° ° ° Z RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT z Z BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° 0 I- m RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. W c o I- 00 LL- om =---- 58 � ~ Lot 5S B 2. HOME OWNER OR HOME BUILDER SHALL BE o w d U J RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO � � � S hc' A 3d1 — AI Jix ° — • THE ACCESS EASEMENT. 1- d '�. z "- o 0 (I) w LIMITS OF DISTURBANCE cs- wow 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN I_ Q CD tts Liz a S68 ° 00 ' 00 " E 2 n LAND COMPLEX Z z Qowz Q� to 4. PARCEL ID: 4-0006-12-003 z w i_ ° O(10) C CD (IC ��. X ® X X .o..,— X �... X ® X __••_� X •_•__•_ X _• __ _ __.��. X _® X . �-_� R—....� - •...„ 224=o o U C� U W a) ® 1 DISTRICT: 5TH G.M. J w cn _ , § __ x 04 J �, Mv 8 ZONING: R2 Q Q z ?- CA () L' Moo x Z W N LOT: 596 o W o o 0 LI=1-1 1 > I-et:I 2 0 C I DS ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT •IE 7. 2 3 � ZU X TYBEE ISLAND, CHATHAM COUNTY, GA Z ° 0 r a W � o X 2 � � � p D w m � � D /- 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE s w w i = m N D "' X POROUS PAVEMENT. u_ n ,- a ° °' \ w o — o x I' ozl- F- I w Z ° J J — I © Q1- tA U �/) = °D x I- o � V J O X ° n ° Z Cl. 24NI*NNNN I al' MEP at \ AV 1111P\ 1111P\ AP 411P 411110 411P\ 111111k Sdl — A D PROJECT NARRATIVE: .4.„7:., /Ct - EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 cYD t x ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA cIIiKIII5 t 0 1.0 O O cD 4 WITH TREES. b ♦ D C> � C> z ta�► �... -.� � � �► � �► Doi D9 B � � I w �i- Q PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST z �n (0 z ._ V DD DD O O 011111POCIDOCDOCIDE 2 OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. w D wD O PROPOSED x A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT w P Dot 59 A STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO Amomiso 4111P11.1111PWLIPWAPPWIPW110111" WIIIIP 'NI ch >1. 2 c IE 7. 4-' 2(SD HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED o O O O '�► O DD � LLJ8 a) AIL,c� 4_D� AIII∎c■. c / �� C?` c?....... ?.... ..� C) AND POST DEVELOPED 25 YEAR RUNOFF. m D ,.... o Puo.5 Lo t as L..111 LLI X CNI - M .,r -4-09 OWNER CONTACT INFORMATION: (1) a o D CO O I I U1) JUDY R. QUINNEY w ® D ,,,,,S U X LOT 59B, WARD NO 3, 5TH G.M. DISTRICT D L- ti CO ‘...,) 2 4) ) x TYBEE ISLAND, CHATHAM COUNTY, GA o CO C Cti (1) (`\I I 115 3 PROPOSED DRAINAGE t1) X _ SWALE (T YP. CO a w 4) in D3 0 £ 83 _ 1---14 iL i 1 X I O D imm, D. 4 w ____B _ _ _ ___ -- 0c5 2 z ous- X X_ ,'� , X ---® X --- X ... X ®� .... . X ..._..�._ X . �_x ...® X s.®_ X X . .. .�. X .® X ___ , a Z(---- zie.. i-_--. 022 N68 ° 00 ' 00 "W p. . .SdIA diA 0 DREVISIONS: \ --■ -../2 ct MAR{ DATE DESCRIPTION Fam Z MAINTENANCE STATEMENT: (an �; EROSION CONTROL MEASURES WILL BE MAINTAINED AT 0 Q ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED U TRECNO_ Et Dot 60 D z PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION o 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR U F DATE: UN. w 06-21 -10 TREAT THE SEDIMENT SOURCE. z I— 5 0 W DESIGNED BY: OVERALL STATEMENTS: � w TP w 1 . THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE c i. DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND �' TP SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Ce (`C) TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. z o CHECKED BY: Z i- MT a D I NAL PHASE D PLAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD 2 :"-:\-i SHEET NO. GREATER THAN 14 DAYS SHALL BE STABILIZED WITH D © WITH MULCH OR TEMPORARY SEEDING. 1,11 6 1=3 ,r O. o (..) - STRUCTURAL REVIEW Ct 1 . HOME OWNER OR HOME BUILDER SHALL BE ° C7 o Z RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT z z BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. CL o � 0U or U ~LIJ U Lot 58 B 2. HOME OWNER OR HOME BUILDER SHALL BE o w W RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO � CO i S C,L THE ACCESS EASEMENT. m -71 x z - v < ZLo a . co = U Q WU) W LIMITS OF DISTURBANCE CO 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN cx ? o Ct CS n LAND COMPLEX v z S68 ° OO ' OO " E © U p I I- � °W Z ® _ _ 4. PARCEL ID: 4-0006-12-003 J o o U U W --- X x - -- x -- x ---- x x x x x T x x-■ x -� \ DISTRICT: 5TH G.M. JW �- \ � r x fL� -VI --- �-� ZONING: R2 ce Q Q ' Q Y--- -i w 45 ood x 0 LOT: 59B `� (-75W ` p Qom ® ` DISTRICT ° = d °' ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. •— � z D D \IE �, � �� � x TYBEE ISLAND, CHATHAM COUNTY, GA Z ° ? Q o 2 IoW T W = �� W x \ Z � °W m : o _-- -. 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE Z z x w ~ = m N T /' x ° i - o \ I POROUS PAVEMENT. ,� ° ,- = p "-- -§ E- 1.- U z J x wz0 �T�,/ QdHu) I.JL �,} UUZ \ I x � o � o 0- I p ,-. „, —ALL DRIVEWAYS NOT ° x ° C) UU) UNDER ROOF SHALL BE p. 0 = 0 = POROUS PAVEMENT PER Cn x CITY OF TYBEE ISLAND CI] REQUIREMENTS x I Z::1) x Sdl - A PROJECT NARRATIVE: ~`''"`..• / - EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 Ct / x ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA Si?i?*?ii?*?*$ W ITH TREES. °�, z ,�'.‘?i?ii?*?i?S‘40 Lot 59B W .� *ii#ii#ii#ii#ii#ii#tx z s-(8.0 PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST -F-�1 � .. Z .� C� 2 Tot 59 A OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. J 0 / C) W ,,x PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT z \_ _ . - _ - ► _ . _�► _�. _� _r► _T _T. _�► _T .► PROPOSED co O I r STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO Q \ a) IE 7. 4---- HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED = C,� t°�III x ›- U AND POST DEVELOPED 25 YEAR RUNOFF. m CD _. � T O gz � ilm. 144.1 1 x OWNER CONTACT INFORMATION: w CI) O 1)83 I C\I o \ JUDY R. QUINNEY z I CO L,12 II NI..... CZJ LOT 59B, WARD NO 3, 5TH G.M. DISTRICT 'T ,...,V x " T 0 r) p x TYBEE ISLAND, CHATHAM COUNTY, GA °w T______] I PROPOSED DRAINAGE' co ay) h i W / SWALE (TYP. ) x ,__ ____ E 0 I DS2 / DS3�� x w .._ F._ . 0) wt. Lo .0 0 1— > T-.0100111111____. ) 1 x p ® ...., I 1E7. 2 ______ A. W ---B - '. oz X x x _�_ �.�... x .�.,—®� -�® x ®� x o® x ®® x �.� x x ..® x .�® x -� W N68 ° 00 ' 00 "W 0 0 oo T ° U 0 Sd1 - A ,Z11 - A, REVISIONS: .„--/ ct T MAR< DATE DESCRIPTION Elm Z U MAINTENANCE STATEMENT: U) T z EROSION CONTROL MEASURES WILL BE MAINTAINED AT ® E'-.1 ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED p 0 ( ) TREC NO. L ot 60 ® DOES NOT PROVIDE FOR EFFECTIVE EROSION z il,PLAN 0 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL o IMPLEMENTED TO CONTROL OR O K DATE: MEASURES SHALL BE IMPLEM O C U„ w 06-21 -10 TREAT THE SEDIMENT SOURCE. z T T /� W DESIGNED BY: OVERALL STATEMENTS: TP \✓ w w 1 . THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE . . DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND T TP SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Ct c<it) CHECKED BY: TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. o T o MT ...0 0 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD 2 D RAIN A� E P TA N SHEET NO. GREATER THAN 14 DAYS SHALL BE STABILIZED WITH T o WITH MULCH OR TEMPORARY SEEDING. III 6 2E=4 Ct ";--- CL o 0 STRUCTURAL � REVIEW O 0 • Z zzZO VEGETATIVE PRACTICES r:-. m ° • W r 1- T , E E -1 'DISTURBED AREA I - - I I I Z w r — STABILIZATION x a a -I Establishing permanent vegetative cover 0 m I=- STRUCTURAL PRACTICES I IDs2 I I (WITH I " , ' (2 -1 E s2 J I such as trees, shrubs, vines, grasses, sod 0 cc L_ _ _i I PERMANENT I .--- -,. ' # I or legumes on disturbed areas. 1 0 w W I- I— I� -I. 7 -I I I VEGETATION) I -a.` I I I �- w U I I I I MAP 1 I I- — — — -I- + •I— 1 -- -I Ix 1- I CODE I PRACTICE I DETAIL I SYMBOL I DESCRIPTION I I 'DISTURBED AREA 1 _ ; I I I m X °z ••�• 1 r — -I 1 STABILIZATION 1 :- I —I Establishing temporary protection for V '' L L L I. -1- J IDs3 I (WITH 1 ( 1 disturbed areas where seedings may not ( Z 0 c ' _ I I (1) Cii have a suitable growing season to produce 0 W F-- I 1 I I— V, � -f I I M ONLYNG 1 I Ian erosion retarding cover., CO ONLY) • ; W W Et C73 A crushed stone pad located at the L L I. L L J • z ft CONSTRUCTION ,.� construction site exit to provide a place w �- 0 / �0 CO EXIT �i, �. \,,,y'1 for removing mud from tires, thereby CJ Q / -ice+ protecting public streets. U �P� p. Op. \ 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE Q 0 0 - Q (Label) INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, w Z \ \� I— I- I— -I -- -4- -1 OR CONCURRENT WITH, 0 z I- 0 �,, LAND DISTURBING ACTIVITIES.. O w I_ 1= 0 c) , • 2_ SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND : s _ , .. . „ _ . g- -.\ Cd —x MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, o 0 v U W A small temporary barrier or dam AND LOCAL AND STATE REQUIREMENTS, INCLUDING THE "MANUAL . w "- '_., :_ , . _ _ _ S(�� Cd • CHECKDAMS .,7 constructed across a swale, drainage ditch FOR EROSION AND SEDIMENT CONTROL IN GEORGIA -i "' = ■ Qn /�\ 1 � or area of concentrated flow. W d d d--,0 c9 0 3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED Z J 0 •s- J DAILY AND NEEDED REPAIRS OR MAINTENANCE SHALL BE COMPLETED 0 E N o ° - _ ,y _, ' _ , _ , _ • _ • , • _ , , _ BEFORE WORK STOPS FOR THE DAY_ W �- O N o X A barrier to prevent sediment from leaving 4_ FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES o > o Li- 0 c = a ' = ,. the construction site. It may be sandbags, SHALL w U) W •— m z w SEDIMENT --'I I I I y g S ALL RESULT IN CONSTRUCTION BEING HALTED_ = 0 z d z ' ' Sd1 r --�''.- /`}' -TYPE bales gravel, sediment fence.ea The 5. SEDIMENT BARRIERS SHALL MEET D.O.T. STANDARDS AND SPECIFICATIONS AND 1- z 0 o E o a BARRIER --'� ,,�- / p g cn LL �' barriers are usually temporary and SHALL BE INSTALLED AS DETAILED ON THE DRAWINGS_ Cl) 'S O w E °`, • „ „ ;l — inexpensive. C� d� (Indicate type) 6_ EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES_ IF FULL z o m u, o _ - -- IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE - z = w X • ' ,, x EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES _ LU I- = m N -'� , - = = , : _ ,� ////�� SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE_ I— I o / An impounding area created by excavating p SEDIMENT TRAP, /// Sd2 s ■ % around a storm drain drop inlet. The 7. ESTABLISHMENT OF TEMPORARY VEGETATION FOR THIS PROJECT SHALL CONSIST w O o 0 TEMPORARY � l excavated area will be filled and stabilized OF THE FOLLOWING: THE GROUND PREPARATION, SEEDING AND MULCHING OF ALL = - F- 4 ,4, ;\ - /�j//j// on completion of construction activities. DISTURBED AREAS IN THE PROJECT AREA IN ACCORDANCE WITH THE FOLLOWING W z Q -~-1 SCHEDULE. GROUND PREPARATION AND SEEDING METHODS SHALL CONFORM -J J - n sk TO THE SPECIFICATIONS. (REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.) 0• `z o z = , E I— r— —1 -TA basin created by excavation or a dam $ TEMPORARY 0 N.S.A. R-2 (1 .5"-3.5") COURSE * 8. FENCING SHALL BE REMOVED AND flC ' ' across a waterway.The surface water run- DISPOSED MEASURES INCLUDING SILT FEN U AGGREGATE ~ ti: ; •_ . .,0 SEDIMENT BASIN, '���� r /..--� 1K // off is temporarily stored allowing the bulk DISPOSED OF BY THE CONTRACTOR ONCE THE SITE IS STABILIZED AS Z O 0 , . Sd3 ��� • / of the sediment to drop out.The basin is DETERMINED BY THE ENGINEER. w z < TEMPORARY k 4 2 ( ; I V// usually temporary but may be designed as o = o 1 G EOTEXTI LE UNDER 3z�= << --! ��GGGL%� a permanent pond or stormwater retention D O U cn LINER \� -''' i I I n device. 10. 24 HR. CONTACT: I- — — — I— I-- —I' -F -1 JUDY R. QU I N N EY -- /- St • LOT 59B, WARD NO. 3, 5TH G.M. DISTRICT STORM DRAIN A paved or short section of riprap channel TYBEE ISLAND, CHATHAM COUNTY, GEORGIA St ■INLET/OUTLET ' • : �` at the outlet of a storm drain system PROTECTION -- , preventing erosion from the concentrated A-- 11. TOTAL ACRES = 1.62 TOTAL DISTURBED ACRES = 1.62 I- - - - 4- { E (Label) 4 -I 12_ ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS / I The practice of stripping off the more SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. Tp TOPSOILING ' - I fertile topsoil, storing it, then spreading it ,,.'' ' . • . ; x , I TP • over the disturbed area after the comple- 13_ PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE E&SC PLANS. tion of construction activities. I 14. THERE ARE NO STATE WATERS ON OR WITHIN 200 FEET OF THE SITE. L L_ L_ ._.1 J_ J :DI „-, SEEDING RATES FOR TEMPORARY & PERMANENT COVER W .�? T MONTHS OF CONSTRUCTION ACTIVITY E RATE PER ACRE RATE PER ACRE z .co C� I ITEM DESCRIPTION TEMPORARY PERMANENT .. 1-JAN_ FEB. MAR_ I APR_T MAY�JUNE I JULY �AUG ESEPT.I OCT. �NOV.TDEC. MONTH COVER SEEDED ADDED COVER SEEDED ADDED -J ;,�, 2.5' , �� I- 1-- I { I///,/,I I 1 I 1 1 ALONE TO MIX ALONE TO MIX w ct 2$ 1 1 1 SILT BARRIER INSTALLATION I I (%// I 1 I I ( RYEGRASS 40 lbs. - UNHULLED BERMUDA 10 lbs. 6 lbs. a �� E ` RYE 3 bu. .5 lbs. SURFACED LAMPEDEZA 75 lbs. - 0 0 4' MIN. J 2 CLEARING AND GRUBBING ( -, ,�� �/ - - u FLOW ( ////�'j//�i I -I - I I - ' JANUARY �n +. .. .. � FINAL GRASSING & REMOVAL E r i + i I- -17-.7-7721- _ V I 4 I I I I I I I ( 1'//// ANNUAL LAMPEDEZO 40 lbs. 10 lbs. UNHULLED BERMUDA 10 lbs.. 6 lbs. } W : O "r L L OF TEMPORARY STRUCTURES / FEBRUARY RYEGRASS 40 lbs. - SURFACED LAMPEDEZA 75 lbs. - m .�..+' is � / � � z E , ,\, 1 5 I MAINTENANCE OF SOIL I I Ijj/// ////,�///// ////�///// //�� RYE 3 lbs. .5 bu. e 1_. EROS ION CONTROL MEASURES /// ///// /////////////// // ••1 •5 M� WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs_ 30 lbs. M 2" CONSTRUCT AND MAINTAIN ////,(//// (/////r////;(//// ////, MARCH 10 lbs. HULLED BERMUDA 10 lbs. 6 lbs. 2 SIDE VIEW I 6 1 SEDIMENT BASINS I I I I�'/////I/////J' / ////�////�J' / i I ANNUAL LAMPEDEZO 40 lbs. as L_ L_ I I I I I fiii�iJ�itiiA Ae',,,' 4'��/�Xi//�/1 I SURFACED LAMPEDEZA 60 lbs.. - ii Z z 0 Z o ..,c WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs_ 30 lbs. I- losami NOTE: APRIL SUDAN GRASS 60 lbs. WEEPING LOVEGRASS 5 lbs. 6 lbs.36" D.O.T. APPROVED FABRIC BROWN TOP MILLET 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs_ 6 lbs. �c, D � � WOOD OR STEEL POST. o 6' MAX. O.C. WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. m _„ Cl SUDAN GRASS 60 lbs. - WEEPING LOVEGRASS 5 lbs. 6 lbs.. w (1) PMAY BROWN TOP MILLET 40 Ibs_ 10 Ibs_ HULLED BERMUDA 10 Ibs__ 6 Ibs_ X x PEARL MILLET 50 lbs. - SURFACED LAMPEDEZA 10 lbs_ 6 lbs. w (� Q) ( A : w Q) X� PEARL MILLET 50 Ibs_ - PENSOCOLA BAHIA 60 lbs_ 30 lbs. 1- / ` \ JUNE SUDAN GRASS 60 Ibs_ - HULLED BERMUDA 10 Ibs_ 6 lbs. H 1'- 2.6 MI c,..d 28" I <F�ABRICv. 1 2' BROWN TOP MILLET 40 Ibs_ 10 Ibs. O 1 = O` x ' ' ,/�`/ / PEARL M L - PENSOCOLA BAHIA 60 bs__ 30 bs.\ E / / ( LET 501bs_ I 1\ • u u ��\\\\\ 4.'1' = \�/ \\ \ \ \\�/ JULY _ w �� //\�/A���// SUDAN GRASS 60 lbs.. 60 lbs.. 30 lbs. 0 U .�/\ \\\\\ O,p ��� BROWN TOP MILLET 40 lbs. 10 lbs. o 6" /i/ / / N. 0 cn NCR- _ - - i - - `��`��\ \ �+ Q AUGUST PEARL MILLET 50 lbs. - PENSOCOLA BAHIA 60 lbs_ 30 Ibs_ w z 1 .rJ� MI �� \ RYE 3 bu_ _5 lbs.. w J AA� //.4c.��/, RYEGRASS 40 lbs. - SURFACED LAMPEDEZA 75 Ibs._ z Z SEPTEMBER OATS 4 bu. 1 bu. ®., 0 O WWHEAT 3 bu. _5 bu. I FRONT VIEW WHEAT 3 bu. .5 bu. SURFACED LAMPEDEZA 75 lbs.. 0 TYPE A FABRIC (36") TYPICAL SWALE DETAIL RYEGRASS 40 lbs. - D REVISIONS: OCTOBER RYE 3 bu. .5 bu. 1.1.:t jylAR< DATE DESCRIPTION USE: BARLEY OATS 3 bu. .5 bu. E U Z „ ^ 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS. NOVEMBER SAME AS OCTOBER SAME AS OCTOBER (J) 2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1. g DECEMBER SAME AS OCTOBER SAME AS OCTOBER FASTENERS FOR WOOD POST (WIRE STAPLES) ® I POST SIZE GAUGE CROWN LEGS STAPLES/POST TREC NO. MIN. LENGTH TYPE OF POST SIZE OF POST 17 MIN. 3/4" WIDE 1/2" LONG 5 MIN. 1_ UNSCARIFIED Cl) z O 1005-1243-01 4' SOFT WOOD 3" DIA. OR 2X4 FASTENERS FOR WOOD POST (NAILS) 2. SCARIFIED 0 4' OAK 1.5"X . MIN. GAUGE LENGTH BUTTON HEADS NAIL/POST 3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. 0 4' STEEL 1 .3 LB./FT. MIN. 0 14 MIN. 1" ., 3/4" 4 MIN. 4. LISTED IN ORDER OF PREFERENCE. z DATE: EE FENCE NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. 5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED. I I w 06-21 -10 6. FERTILIZER SHALL BE APPLIED AT A RATE OF 1,500 lbs./ac. I TENSILE STRENGTH ELONGATION AOS (APPARENT FLOW RATE ULTRAVIOLET STABILITY(2) BURSTING STRENGTH MIN. FABRIC WIDTH 7. LIME SHALL BE APPLIED AT A RATE OF 1,500 lbs./ac. Z DESIGNED BY: aC_ (LBS. MIN.) (1) (%MAX.) OPENING SIZE) (GAL/MIN./SQ. FT.) (ASTM D-4632 AFTER (PSI MIN.) (INCHES) Q W (ASTM D-4632) (ASTM D-4632) (MAX. SIEVE SIZE) (GDT-87) 300 HOURS WEATHERING (ASTM D-3786 DIAPHRAGM 8. MULCHING SHALL BE SPREAD AT A RATE OF 2 tons/ac. w TP (ASTM D-4751) IN ACCORDANCE WITH BURSTING STRENGTH W OL II e DRAWN BY: ASTM D-4355) TESTER) i WARP-120 40 #30 25 80 175 36 � TP Q FILL-100 Ct (1) MIN. ROLL AVERAGE OF FIVE SPECIMENS. 2 CHECKED BY: (2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. ��Z"'"`��� MT FASTENERS FOR TYPE A SILT FENCES 2 N SHEET NO. �■ © 1— I- 6 11=3,5 Ct -- C1_ o U / / / Be n C h i7- a rk Zo 7Oth. Street L ot 58 B / / Nail In �o #�,, � �,s �� , ��� ,,� f;rGaj=,/ pp r\ s � S22 °OO 'OO "W Pfn#4 - 0006- 12- 077 �` �,, ���, �1_ � � ""oR�� �� J S " j� ASTER �+. , ..,. �/ / (1V,4 V088) 1 � 720. 00 ' Joseph D. O/ear,v & dan/el J. Oleary � Cp �? I / 2/ / / / � Y� 1 11 � \ � .}�* �FNO1NE;p�e � ; (1 x5°68 °00 00 E 78. 90 • � 6.87 — - — — — X — 0\ X X �°`�'�%/ � / � �� � Chain Link Fence- " silt fence � �6a� �o / / / �c — I x7.44 (5(.40/PALM sLo�E > cc QP�' I � LEGEND: Q / / ,,Qti 51� SLO�� . . - WIN10"L�AK ti � / / / _ 2 �� _ 2 < cmf Conc. Monument Found� � � � < SLQPr � � - �, �„�� 1O ' 'SL ,°' �'3 ip f /ron Pipe Found� � � � � Q � � H-b% �' I �F, irf Iron Rod Found � �Qti � pp Power Pole / � / 0 ,�Qti JS � Z � op Overhead Power Line C s�G�G AL O I � 7 - - __ (?7?2 \ � Iç; � I ,�'3n' Spot Elev. /�� � � o � � � I Is� WIC �s p � , , i / / / / � y�' p / \ ,� \ � oo � � � Asphalt Paving / � � 0 � � I V I O � 7 Contour / / DJMPSTE � �I 0.1. P 3�b � OJO I � � 0 (V � / � LoArION� � ?C)-Y>\ \°\-�, °�\ ` 59B I 7 O � Tree 0 4 ______fzks __________ (i) ', C P� � N ti/ --1--) N/ � / �a� ; � � C � P�,� *1:51kr?‘‘,eZ � j � a, REFERENCE.•o „e °o/ �� � �O�O� Q � I �: _ 2 I � �� I .� 2. D. B. 163 R PAGE 450 % ' °oo°000°G° �o°o v � � � I /\ � � �2 �� � �OoOoo&.•go\.,m��o� � � ^W �o I I `7^ �, 6', ���0 O ACCORD/NG TO THE FL000 /NSURANCE RNTE / / / / �W: ,g:' ,0c%1o��^� m Q � Ci q 1 12 � � � �,'Z MAP >305>CO213F DATED SEPT. 26, 2008 / � / � � �ti I /\ \ I � � Q � I 1 THE SURVEYED PROPERTY IS O I � I I � � WITHIN A SPECIAL FLOOD HAZARD AREA, / � / N I < SLOPE _ _ �� — � _ _ I O THIS PROPERTY LIES IN ZONE "AE”10 ' / / l/ � _. ti Q� SLOP-14' t•._ `Z � \SLOPS > '�ITE, pLA \ ,, ,„:, k, ,- -r \/ / 1 . --,---:- /\ ''), ,,t\, EROSION CONTI-101 ib% /\97i 0,97 � I x � silt fence X Chaim L 'r�l� Fence Df?AINAGE j'LAN_ _. / / � r %o�` 78. 90 ' r\ s ° �,?� 1V68 °00 'ID "W `'�� Lof 60 A- ./ / / / .� p Lot 60 B I ,�► ,W � ,, PTh#4000612013 / / / / / p O� � Pfn#4 - 0006- 12- 004 • O � � I Henry A . Smart / // / Os i o' s (\j`i /\?2 p /;'�' J RaymondA . Stephens � 4 p � T Survey / / // / � N � � � O , �ORGIq N �o � o � Lot 59B , Ward \ o . 3 , 5th . G . M . / / Z o ��,�S� EREO � N Tybee Island , Cnatnam County, (co ,q-c / '�',`' 1 J cry f f'/fl # 4 - 0006- 12- 003 / ERROR OF CLOSURE: * No. 1 882 / FIELD Vincent - elm ) FOR: iUdy R . Quinney / ANG. ERROR : 2 "PER ANG. PT. ADJUSTED BY : COMPASS METHOD z_ c' 317 DERRICK INN ROAD PLAT : 1/INFINITY ���0 SUR���(C)' )– SAVANNAH, GEORGIA 0 1 0 DATE. April 22, 2010 EQUIPMENT: SINGLE PRISMGTS236W TOTAL STATION �//T HELMS (912) 925-3523 SCALE: 1 �� _ 1 0 ' JOB# 09 - 184 • , • / - 170 u5. , cc , LEGEND: \ STRUCTURAL , 1,53 IT':C''175'' !,174iTh 0 0 , ' cmf Conc. Monument Found HARDEEVILL -11*' ' k"...ji (0 w z 0 ‘- z 0E0 . . . / ipf Iron Pipe Found o o 0 4 4? , r eu:4 k.4 c)- -1:7 110J g ftEGt% 0 / - , e Iron Rod Found 1. ' ON (.) 1- / . / . , ,, , pp Power Pole w ce 0 g /4190,e' zit > ' / 278 A D W Z • Tz 44, /4 ./ , . u) Lt- 4, S 44/ It , op Overhead Power Line z w w -7 °/As . 0 CO1 0 'eefl / , o - I- ; ' 7 Spot Elev. 17 46 AY RIVER 'a II cc cc , 0,_ - • • rHomiks ' . . , . o w < , / ../ LL - CD --I . Asphalt Paving w (-) / / ,, , -, CC H ,' ....I 0 0 . / V' ,, 405 E-01- z --- 6 / . . , ET) x ,:, / . Contour 0 ■re CEAN HWY z LT:0 a) ...s , ....,_ 0 ,, . CL w I- . / Benchmark 101/i. Street Lot 58 B Tree (c3o 1 PORT WENT ORTH , . ... / Nat I In pp Pin#4-0006- 12-017 i , . > ... *OLER GARDE 8 zu) -z -5 ,,• S22 '00 • . 06 - z ciTy How EI.8.35 <n • 0 Z I— ° , Joseph D. Oleary & darnel J. Oleary „ 46.....AVANNAH z w 1-- P. o 120. 00' Cl) 0 . , , . 2 .:= , _, „,- (NA 16 -ci3 / / / . . 1 if 80 SITE T E "- ...„1 Lk i / / ,,‘ .. 2 IT 61- S613°00`00"E 78. 90' W I 516 z >-. . , ,- --- ---- ---- -X-- - -- - --- . • X X \ _X 1 X THUNDERBOLT 0 LL -ict 00 c:, . , , — — ---- — —- — — --- -- — ---- --- — / . / .., / W W ILTI U- 0 • TYBEE ISLAND 0 0 w / , . • Chain Link Fence J 0 \ . _ 204 w us ce w dz o <-= / ' cc :: _ _. / = 0 o z ..0 cc53 >LL / F- Z 0 / / / 99 • SLOPE U) §". (Z) (7 H W . . . _,DLL co'-°5 couS) s_Lf)00 / I 0 > 0 0 18 ..,411k w x oi ,•' ,0 Q\ SIGNI i . < SLOPE Vit- \ MONTGOMERY ATLANTIC OCEAN Or g 1 I— cO3'a1- \ c) I- - i (/ . c,0_ / ' , . / : . , , ,, . , 1-- 0 }— C). 114: < SLOPE , . 4* /0 I BSL , , , . . VICINITY MAP I / , ,, : . : , tp:• . ,/ , .,,, < ,- CO : „ • 000Z / , ___ _ _ ____ _ ___ . , ! „ U) co D 0 / i ■Q) : . • 7 . . . , za.,. ai, .. e........ ,,. (i) ! . - .1 : , , to. \ .• : ° DOT , f C) 0 0 co . , . 0 , , , : : • V t 4p,t; \ i . I i A 11. A \ t•—■ i / 0 . . : :. 44 . _ - -- -, \ . . , VI.,A, STAGING Q - -- 7 -- . ,, ..,(0 ,/ ''' , o _ _ __ , \ t.0 Qs , • ,, / . __. ___ ,.. N, .. , , ..:•,,,4,.. . ., . . \ „, , . . . : . . \ Lot 59B k , : , - , -N Lu, Qz , „,,. ...,. : . . ,, ., /, • a)/ . N ._. k : ,,„ . / 0 . , i . , ct - 7 ---- -- , , tie. i „: 5:1- 0 1 Ac A. . , - : , / . C . -,t) ,c) ......., .. o , , v, 0 , DUMPSTER ,i . . z . 0 u) , ., i -,c)\,0-' . --'°1-1.-1. - $0‘ .,41 4 . : , . 0 N■ ch . E 0 ; . i ------- - -- - --- ct-- ---Nt- LOCATION GO\ v*A‘ . . ; , w , / \ (n4 ,„ i , : : Ci .1.1) -.-D CO 0 , . , z • \ - , . : . . V.) ‘.* ....1 0 /' (1) / / 1 qi %...1 ; . ; I ww , / 1,;,,,<\<- i ' \ . ' • / = A\_ . EX . . . , . . , ; . : I: sZ(() 0$ 54 'a .,• - ' rX th 2 S , / iv \,--- s LOPE (0 to, >al =-- kL.I . (1.)`- '• eQ /' 0 o 7 ;\ •,--, \ 0 : ::,-=--, \ • ., r—t-,. ---- • . /' In”, ,/ V;---_A--\- : !?c LL. _ , .. , . F. s*,.:• 4 , 4,4„, )„._ cb___ LLI 0 o, , . . o >_ t„7, v..„-- kLi , CO Z •,-:.---c --\\-=:-/ --. \\I 4* . iii5 E c-___;\ , ,t.N. (,) -i- 0 !, -,-k---\_-=•---- -v _ r.NC 7 - tit,. / ; 4%L L7.. - .7 Cl) CO / ' [0dVVtYV 6 \>c----< \-- - / 0 . i u) Z co -c --- ._. \„------:-c,,-„,-,--,\ \.------'psZot -1,---% \\---; k LLI ! **1 • 1 "----____ .----- - ------- -- % Ics \% 2 r:L \. :\---;';-\\----- - -\--: %.) , ‘C-----, __ _ fk Z ■tik LLJ ,,„ / ;\r A ‘;\a_.-.:= •n-Ov_ '-- /s c) • V41k. CL / 1 "*..... z , •%.,,, '1 ■ Z (..) , ct i.J p,,,c ct rY-1 ,.. , , / D sea 2 , / / r,, ',v_- =-'-,, %-,------:, '\\,---_,i, • ,,,-, --,,_ \_,-,,--,-, - \ ‘ 4 1:1 .._ (....) #.■( a / '4, '': - -'-'\' -"=-1 \:>1 ''''' ‘ ,-==,‘ , • ozs - , \\,:--- , ,, V (-S- W U) . , / :• U) x , . co 7 _ cn on, , : N . r:C , , o_ a co INN■ . . „ • . / , w CD . o , . , w (1.) S?) 0) , , . . < SLOPE . 1/4t) i 1.0 / , , : : f‘t\I ; . 1-- ..CD / / , . . H D , • ..` N , . ' . 10 BSL ; , . : . __ _ __ __ 8 ____, o ,i,:. 0 1-- , . _. _ ' ....4 .....1 . : , SLOP , ____--- : w : 4fif,t. SLOPE > • 0 d I . . • 4E iv*, \ : : I op Z "411.44A, : ! : . . /1/#r;* \ . I , • 0 - / . . 0- z . : . i w < , CC , ' . . i Ar \ , . ; . . , , / : . . . ' iL L X -- --- --- -- x \ x Chain" Link Fence , • , , • • x __ __ _ _ __ __ _ __- _4; _x_ __ _ _ _ __ x 0 sz oz . . . ' . ....... . -, . m . 1--- \ ---■---- ' i; C>22 0 // ,/: \j r or- 78, 90' \ N68°00`00"W : . , . Lot 60A„ . , REVISIONS: / , \ D MARK DATE DESCRIPTION ' • ., / . 1 6-10-10 REVISIONS / / I . . \ - . / ':. • • i Pin#4-0006- 12-013 • ct ; , i ____------ , Lot 60 B\\ 8 . i . <, , 0 , . // . /! : .4.1 . .1.1 Henry A. Smart ,,...:, ,...0 . , . LI% IL„,' Pin#4-0006- 12-004 ; o ... z z • v . i! < .. ) o 0 , \: , ,.., 0 /;-, J : . ,9) i> Raymond A. Stephens . TREC NO. / . , : i ‘■■•) 1 • I LL 6 • T . • 0 ■Z , 0 1005-1243-01 / / , \: .°0 1 V... : , . . % r‘\I () H 0 .?-. DATE: : , L\1 !, . , . I, CC / () 1; REFERENCE: u_ 'LE 06.01 .10 , C ,___ ,„ . : --- ! , % Q( N 1. M.B. 2 PAGE 8 I— (z5 DESIGNED BY: / : TP' . . . . w / 1 i 2. D.B. 163 R PAGE 450 z w , , . • . Topographic Survey cm/. 1, • e, . . _,, DRAWN BY: M.A.T. • Lot 59B ) Ward No . 3 , 5th.. G . M . District, >-. (Om ct It ERROR OF CLOSURE: ACCORDING TO THE FLOOD INSURANCE RATE < 2 CHECKED BY: FIELD : 1/ 23, 158 Vincent Helmly Tybee Island , Chatham County, Georgia MAP 13051CO213F DATED SEPT. 26, 2008 1- Z. cp . ANG ERROR : 2" PER ANG PT. • 0 ADJUSTED BY: COMPASS METHOD 317 DERRICK INN ROAD Pin #4-0006- 12-003 THE SURVEYED PROPERTY IS 2 N © SHEET NO. PLAT: 1/ INFINITY SAVANNAH, GEORGIA DATE WITHIN A SPECIAL FLOOD HAZARD AREA,April 22 2010 EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION (912) 925-3523 FOR: Judy R. Quinney JOB# 09- 184 THIS PROPERTY LIES IN ZONE 'AE" Ili 2 SINGLE PRISM . ELEV. 11.0 C1. 8 STRUCTURAL lA REVIEW , IY 1. HOME OWNER OR HOME BUILDER SHALL BE o RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE w REO�s�� m � RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. r o o z '°9oFS,irT `�9 . OmW Fm2��`�fiR/% 1 (--- F- l 2. HOME OWNER OR HOME BUILDER SHALL BE o W W rN°MAS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO Sr;c11— Ai Lot 58 B Sdl — A THE ACCESS EASEMENT. m 1- z - �j Z U O Et 0 / -...-. - a vj F= LIMITS OF DISTURBANCE ..,.._ III co til 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN z tsa �- LAND COMPLEX v n o (1) . a) 6^ C) Qoo QQ u0i inl z C 4. PARCEL ID: 4-0006-12-003 °z w ° O co F--, x — x -- x x x — x — X = x — x — X — x — x — X — x - � ° ° ° U Wes^ DISTRICT: 5TH G.M. w u x ZONING: R2 wQaa C oQ� z > ) O E •L boo I LOT: 59B w o o W I1 O - -c- ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ° ' = m Q � zoz o>.- x TYBEE ISLAND, CHATHAM COUNTY, GA W aH �COo 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE O W =m N POROUS PAVEMENT. ° 9 o F- o°°'I ii V_ 0 = oU- §x F- OF- w z O J Q Q F- (n c DO z x F' Ow ° I z F- wJ x 002 o ° 0c/) x x I ii PROJECT NARRATIVE: , \�` I Ix EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 W I 244N r ---,.. ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA Z I x x WITH TREES. I O Lot 59B Sd1 — A W 0 x PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST z i `( OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. W CD . H ct CO W I I CO II A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT w '4—'' �� N x STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO Q = a) I I" II HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED = 0 - as) . I AND POST DEVELOPED 25 YEAR RUNOFF. -c U ILLI X Lo E Z Z o x � �co w C/) OWNER CONTACT INFORMATION: w O CO Z JUDY R. QUINNEY z Z V X LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ~ CO TYBEE ISLAND, CHATHAM COUNTY, GA ° «s C ii Lot 59 A c ID Ix w - w icn 00 I- co°° SD 0 x O O ...., F- ow J I z x i ° O 1....... A - X-- X - X X - X - X - X - X - X - X - X - X - X - X � X A az z 7 � � ~ � O � r ------ zz O° O F- - A 0 REVISIONS: D MARK DATE DESCRIPTION 1 6-10-10 REVISIONS Z U MAINTENANCE STATEMENT: ui F- EROSION CONTROL MEASURES WILL BE MAINTAINED AT Z ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED 0 D PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION Z TREC NO. o 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL Et MEASURES SHALL BE IMPLEMENTED TO CONTROL OR 0 z DATE: TREAT THE SEDIMENT SOURCE. LL z IE 06.01 .10 I-- z DESIGNED BY: OVERALL STATEMENTS: 0 w TP w 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE z DRAWN BY: , ■ PREVENTED BY THE INSTALLATION OF EROSION AND '.. M.A.T. SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR (Q § TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. < 2 M.T. Q CHECKED BY: , z o N ITIAL- PERIMETER CONTROL PHASE E&SC PLAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD C N SHEET NO. GREATER THAN 14 DAYS SHALL BE STABILIZED WITH — o WITH MULCH OR TEMPORARY SEEDING. J I I D)°1j J LT LL a a. o STRUCTURAL (( REVIEW 1. HOME OWNER OR HOME BUILDER SHALL BE • z RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT wzO Z z I__ Ca m BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m � c,®°Q 0 I- RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. a '° �°? W cn ti � 2 2�� /4 O UP � aFFR�� Lot 58 V 2. HOME OWNER OR HOME BUILDER SHALL BE o W W �NO"��'s RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO Q 1- Shc A ► Sdl — A _ THE ACCESS EASEMENT. m X z — v ' Z ii 0 Q'O 0; LIMITS OF DISTURBANCE ?3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN n• z o � LAND COMPLEX w z z S68 ° OO'O ' E_ Qo o z c x — — x — x — x x x x _ _ x � oo ° tb: DISTRICT: 5TH G.M. § _l W - 0) — — - - - - — — - - — " ZONING: R2 WQaa C oQ 0.. X _ LOT: 59B • a "°° �•► W W t- O 2 p.a I ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ° ' m Q LU E 7. 2 D82 LE 7. 5 x TYBEE ISLAND, CHATHAM COUNTY, GA = ' Lt Z r ¢v I- z � c? �Qw,co 0 x z � � a ��o z" vi I.._. Lu D`°is • —� I / — 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE W l =m N r �/ x POROUS PAVEMENT. o F o E Fa- 0, °' ~('�/ = o - � w W ? o 0- 0• 00Z 0 \ I x . O . O I oE-- „ J .J .- x ODO = ac 0u) I V /\____5 CD\ o4! :c \ 0000 Sdl — A D :)(DcDC) _ 0 0P 0 0 0 0 0 cD 0 PROJECT NARRATIVE:I.ii.�''� 2$Q\ 12iOO EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 r ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA 0 14 OCDOC-D046CDOC IWITH TREES. Cit am • • • • • • Lot 59B ► .� CD W 0.PCD\ `0 O CD O CW,0 _, :i i PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST z .0 < co ) cOcO O +�► O O O t!) OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. W 0 . o Lot 59 A J o �• �, �• �� Q• �� m A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT w • ..,�' �J N PROPOSED BUILDING STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO >- _I. . 2 o �� :� O O O Q HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED = (� 8 �. / �j o AND POST DEVELOPED 25 YEAR RUNOFF. �- 111 4 o o Lim I[...14 i C�1 ZLc) c # �• O x CN OWNER CONTACT INFORMATION: E • (� a (in Q I JUDY R. QUINNEY Z Z U � (I) w x / LOT 59B, WARD NO 3, 5TH G.M. DISTRICT .. I ) TYBEE ISLAND, CHATHAM COUNTY, GA o w cz C13 C (11)(1) liii _ / PROPOSED DRAINAGE Cl) x / I SWALE (TYP.) x m ► _ I -sr I 0 D12 I D82 o I— to a) ;, x = O IE7. 2 NM, I � IE7. 5� / —J � — I — U aD Z O x x ,---- x -�- x � x max. x � x A X A x X � X � x � x ti— W Q zN68 ° OO'OO" & PN Ooo Sd1 — Ai A S d 1 — A U D MARK DATE DESCRIPTION • A . ...,.../ ct 1 6-10-10 REVISIONS U MAINTENANCE STATEMENT: Z E-- EROSION CONTROL MEASURES WILL BE MAINTAINED AT Z ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED D LotZ TREC NO. B PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION 0 o 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR 0 z DATE: Val 06.01 .10 LI TREAT THE SEDIMENT SOURCE. — z F- z DESIGNED BY: OVERALL STATEMENTS: 0 w TP 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE z w DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND n M.A.T. SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR rt § TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. Q CHECKED BY: Z M.T. 0 NTERM E D I AT E PHASE E&SC PLAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD N SHEET NO. rile GREATER THAN 14 DAYS SHALL BE STABILIZED WITH — o WITH MULCH OR TEMPORARY SEEDING. J I E°2 w 2 Ce L- 0 8 STRUCTURAL Ca REVIEW 1. HOME OWNER OR HOME BUILDER SHALL BE o O RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT W z o zzI- . & �r BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m ° ° x 4G1S7.4, �, , RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. CC W :PESS/oz aOmW °ti �lNEEA (..-- Lot58B2. HOME OWNER OR HOME BUILDER SHALL BE W• I- f `�� rwo�P RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO o W v Sd7 - A Sd7 - A DQ THE ACCESS EASEMENT. m l- OZ — tj ZU O G O tZZ o = W a)LIMITS OF DISTURBANCE 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN • a• Ce -n O 1 1! t7 LAND COMPLEX U Z z rt 2 68 OO OO E Q E o Z o • : ; <— x — x — x x — x --- x — x — x x �►° = x —� 4. PARCEL ID: 4-0006-12-003 z (o U W ^ -- DISTRICT: 5TH G.M. w �- (('� 0) I X ZONING: R2 z } can U 'E M¢m �0� x LOT: 59B • a Z w N cnWF- ° s0. .._. ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ° m Q DS DS W W ��IF 7. 2 3 3 I- z_ ° 0 -� C oQ�H IE 7. 5 X TYBEE ISLAND, CHATHAM COUNTY, GA "? ct Z X > a D CO rn 1 w E / 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE 2 w = W o • �/ POROUS PAVEMENT. o o ...°' ..?... I I D83 _ ° � � F'- ( x JEt QQ0Z_ — Ii UU !1 (t) � O E O X ODO N 0DUcn a. I NW I r D O 4, 0 QJ 0 0 0 Sdl- A DcD0- :) c ;O 0 0 �Q O 0 O 0 OO c PROJECT NARRATIVE: Cn EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 46411i46411646411"464111> Ct \ O (DirQw(Dvircpircip� ACRES IN SIZE AND CONSIST OF OPEN GRASSED AREA , WITH TREES. DcDOs NM • t,. _.� • • • • O� Lot 59B ► -'�1 ` w U Q CD(0 QII■CD t0 O 01PQ i PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST z azi: DcD0c=7.0 O EO O Q O (� OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. W CD J o / p ) • • • •c:; A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT cc EJ ° PROPOSED BUILDING Lot 59 A STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO < >mm = 0 IE7. 2 0 Cv �` O r EO O O Q HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED a) O 000 00 00 Q Q EO F- 0 d 0. / o AND POST DEVELOPED 25 YEAR RUNOFF. �- , O z ZLo ?E L '' ,, ,, s ill x �� "�'�, C, V OWNER CONTACT INFORMATION: W O 2 JUDY R. QUINNEY z z U d x / I LOT 59B, WARD NO 3, 5TH G.M. DISTRICT � I TYBEE ISLAND, CHATHAM COUNTY, GA o al - C6 UP) N I / PROPOSED DRAINAGE > - (1) ' ' Ni w 0 x - - - / SWALE (TYP.) 1 W 4) ______-.00 DI 3 1 I D83 -... 1 .. iiii DI- SD 0 X = O H" IMMOD IE7. 2 IE7. 5---Y1 —� = U X 2 OZw ,_ — —�_— x — x �_ — x — x — x — _ x --_�1 — . x _---t x -- x — x — x WZ Q N68 ° OO'OO" z � 000 � 0U Sd1 - • Sdl - A U 1 : MAR K DATE RDEEVSISCIROINPSTION Et1 6-10-10 REVISIONS Aik 1 MAINTENANCE STATEMENT: E Z ) u: EROSION CONTROL MEASURES WILL BE MAINTAINED AT Z Q ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED Q D Lot 60 B PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION 0 o TRECNO. 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL Q MEASURES SHALL BE IMPLEMENTED TO CONTROL OR 0 § DATE: TREAT THE SEDIMENT SOURCE. 1-3- w Z 06.01 .10 I— Z DESIGNED BY: OVERALL STATEMENTS: 0 w TP 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE z � DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND �.. ((i%) M.A.T. SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Ct § TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. < Q CHECKED BY: Z M.T. 0 FINAL PHASE E&SC PLAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD E N SHEET NO. GREATER THAN 14 DAYS SHALL BE STABILIZED WITH — o Ei WITH MULCH OR TEMPORARY SEEDING. -J W ,1°3 0_ ° U STRUCTURAL (1 REVIEW 1. HOME OWNER OR HOME BUILDER SHALL BE ° C� z . RESPONSIBLE FOR PROVIDING TEMPORARY SEDIMENT z z ���� BASIN TO CONTAIN SEDIMENT LADEN RUNOFF AT THE ° m x PtiGisT�9� � RATE OF 67 CUBIC YARDS PER ACRE DISTURBED. fx o `��F-s,0k� t- O o n cR2 q1 t Om = tiy 5 / i----- Lot58B ct 1- f rroM�' 2. HOME OWNER OR HOME BUILDER SHALL BE o w w RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TO w 0 S d A S d 1 A THE ACCESS EASEMENT. 031;-.< °z — zo n1 o W a°. W� - LIMITS OF DISTURBANCE m. _ 3. SOIL SERIES FOR ENTIRE SITE IS CHIPLEY - URBAN a o n LAND COMPLEX z Z S68 ° 00'00" E ¢ o o • N 4. PARCEL ID: 4-0006-12-003 z 2 2 Q M — x x — x — x x x x x x x - - x DISTRICT: 5TH G.M. ° O - U .� - - — - - - - x ZONING: R2 W a Q g o Q X 7 LOT: 59B c? iL Q E N Z°N cnWE- ° 0 0 o I �- -�� ADDRESS: LOT 59B, WARD NO 3, 5TH G.M. DISTRICT ° ' o __,.._c,Q W to W z w 7. 7-- 2 DS IE 7. 5- D S x TYBEE ISLAND, CHATHAM COUNTY, GA z ° ? 0>LL W x � � o W W j00 z ° ��o z / 5. ALL DRIVEWAYS NOT UNDER ROOF SHALL BE W W m m N cii )�/ \ " POROUS PAVEMENT. o o°°'u. (� = o m Hi x UJZ_ ZJ It I QOC1) W `z0z \ x cVncijDO � o � v —ALL DRIVEWAY NOT x ° ~ Oi DS� 000 (0 UNDER ROOF S •ALL BE I ° ° " POROUS PAVEMI NT PER CITY OF TYBEE ISLAND REQUIREMENT x I — x S d 1 17 \ PROJECT NARRATIVE: NjWt4St#t$44tSt#tSt,t#t#t#' �irrwr rwri ► _��� �������� N EXISTING: THE EXISTING SITE IS APPROXIMATELY 0.11 CtCR IN IZ N N T A ES S E A D CO SIS OF OPEN GRASSED AREA WITH TREES. #S#i#i#i**#*#*4 ‘#A$S$S$S$S8j$ Lot B 59 W W b $Si#ii,4#S#J0 II I z ▪ Q ♦ ♦ ♦ ♦ , � s, PROPOSED: THE PROPOSED DEVELOPMENT WILL CONSIST .,�c�J a �M I i Lot 59 A OF CONSTRUCTING A SINGLE FAMILY HOME ON THE LOT. W " CO AitiitiitSi#AUSitiitt#A#A#A#A#A4 o L o W W /�_ a I A PROPOSED SWALE WILL BE CONSTRUCTED TO COLLECT W ▪ ,�.,A r4�• N PROPOSED BUILDING I STORM WATER RUNOFF THE SWALE HAS BEEN SIZED TO :(,) CD I x ► O HANDLE THE DIFFERENCE BETWEEN THE PRE-DEVELOPED o 0 O a) O AND POST DEVELOPED 25 YEAR RUNOFF. W 0 m Si mom '' tt ,, I Z 1.1. x N 05 —c GO �, I '''� OWNER CONTACT INFORMATION: w CQ O D83 �r `1 a z Q Q JUDY R. QUINNEY W U Z Q x / LOT 59B, WARD NO 3, 5TH G.M. DISTRICT z -� �- " TYBEE ISLAND, CHATHAM COUNTY, GA o D CZ Cl) I w N \ / PROPOSED DRAINAGE `� ci) W______ ct x — — — — / SWALE (T YP.) X CO 1 1182 / W T V/ D 3 D42 DS ( I Lo .sD 0 x O 1.-- ›. I- \ IE7. 2 1E 7. 5---- / --� 00z x--ax — x — x — x x - x - x x - - x x r x1 x — x — x — x dz N ,, z o ` z 000 F- Sd1 - Sdl - A v D MARK DATE DESCRIPTION ce1 6-10-10 REVISIONS MAINTENANCE STATEMENT: Z F- z EROSION CONTROL MEASURES WILL BE MAINTAINED AT Z ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED 0 D Lot 60 B PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION 0 z TREC NO. 1005-1243-01 CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL °0 MEASURES SHALL BE IMPLEMENTED TO CONTROL OR 0 Z DATE: TREAT THE SEDIMENT SOURCE. L1.. Z 06.01 .10 1.-- Z DESIGNED BY: OVERALL STATEMENTS: 0 w TP 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE Z W DRAWN BY: PREVENTED BY THE INSTALLATION OF EROSION AND ?.. M.A.T. SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Ct § TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. < 2 CHECKED BY: Z . M.T. D RAI NAG E PLAN 2. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD N SHEET NO. GREATER THAN 14 DAYS SHALL BE STABILIZED WITH .- WITH MULCH OR TEMPORARY SEEDING. J DA W 2. L- 0- o STRUCTURAL US' REVIEW CL po Z Z O OE C)40 VEGETATIVE PRACTICES p m g X V GiSi,,0 m r T T T >- -1 F- o ° p�'FF S/4r4 a 'DISTURBED AREA 1 1 I 1 (0 w w %%EER r--1 STABILIZATION : r _ I Establishing permanent vegetative cover 0 m F NI!S TR U C TU R A PRACTICES I IDs2 1 (WITH I I SJ 1 or legumes on di tubbed aes,grasses,sod i W I I. rr�Otft�`' I L_J I PERMANENT I -- O r -( ( ___ I VEGETATION) ( " -a # 1 I ( w O 4.1 I 1 I MAP I I 4- + 1-- i- -1 Ir 1 I CODE I PRACTICE I DETAIL I SYMBOL I DESCRIPTION I I DISTURBED AREA I ( I ( m D z V L L L _1 1 J I r-1 I STABILIZATION I J r s- 1 1 Establishing temporary protection for 1 I a) __ D$3 I (WITH �) I disturbed areas where seedings may not Z p 1 . 1 Es3, I have a suitable growing season to produce I 0 ui I- I I L_J I MULCHING I y'r`-^ an erosion retarding cover. n I- , // Co ONLY) ;.‘: • I I I w co w ") (n � - Q Ct C // / A crushed stone pad located at the L L 1 L L I- z CO CONSTRUCTION ,� /% construction site exit to provide a place n �- 0 �O EXIT i/i� \�� for removing mud from tires,thereby w U C O \ protecting public streets. U Z Ci) Z �P P P i 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE < O o 06 c �Q��C QUO (Label) INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, z O Cj \G I- I- I- -I4 4 -I OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 0 w F- 0 Q��� Cd -1 2 SEDIMENT MA NTAI ED IN ACCORDANCE WITH THE UPLANS AND SPECS(CATIONS, J o 0 L? U w Asmalltemporary barrierordam AND LOCAL AND STATE REQUIREMENTS, INCLUDING THE "MANUAL w 0 SQL Cd • CHECKDAMS constructed across a swage,drainage ditch FOR EROSION AND SEDIMENT CONTROL IN GEORGIA -� "' p Q �� �� � or area of concentrated flow. w Q Q o m 3. SEDIMENT EROSION CONTROL MEASURES SHALL BE INSPECTED z U 0 o DAILY AND NEEDED REPAIRS OR MAINTENANCE SHALL BE COMPLETED 011- J N - - . L L L -� _ -I- -1 BEFORE WORK STOPS FOR THE DAY. w f2-21_." O N o 0 N �'X A barrier to prevent sediment from leaving 4. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES 0 o O a � _ �'I the construction site. It may be sandbags, SHALL RESULT IN CONSTRUCTION BEING HALTED. W u) Et W -� o Z SEDIMENT \/ I 1 L�i bales of straw or hay,brush,logs and I 0 z a- ' Sdl • BARRIER \-1 y.: -- / / "-TYPE poles,gravel,or a sediment fence. The 5. SEDIMENT BARRIERS SHALL MEET D.O.T. STANDARDS AND SPECIFICATIONS AND H z 0 0>o - -, barriers are usually temporary and SHALL BE INSTALLED AS DETAILED ON THE DRAWINGS. uS § z U F. W LL 05. " inexpensive. 6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL z O ,0 o - (Indicate type) - IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE § Q z = co X•N ' k EROSION CONTROL.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES g _ W H =0 N /// SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. i- - i o .� s // L An impounding area created by excavating p 0 H o a Sd2 • SEDIMENT TRAP, ��� j/ around a storm drain drop inlet. The 7. ESTABLISHMENT OF TEMPORARY VEGETATION FOR THIS PROJECT SHALL CONSIST w O u. TEMPORARY _ �� 1 excavated area will be filled and stabilized OF THE FOLLOWING: THE GROUND PREPARATION, SEEDING AND MULCHING OF ALL O - °' / .4 s, a - L / on completion of construction activities. DISTURBED AREAS IN THE PROJECT AREA IN ACCORDANCE WITH THE FOLLOWING Z z -1 / i' , ' I\" /�/ SCHEDULE. GROUND PREPARATION AND SEEDING METHODS SHALL CONFORM w Q - D -t TO THE SPECIFICATIONS. (REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.) U U U z / C r t A basin created by excavation or a dam 8. TEMPORARY MEASURES INCLUDING SILT FENCING SHALL BE REMOVED AND mom ()0 U N.S.A. R-2 (1.5"-3.5") COURSE , - / , ' ___�.,' across a waterway.The surface water run- DISPOSED 0 F `� �%' i off is temporarily stored allowing the bulk DISPOSED OF BY THE CONTRACTOR ONCE THE SITE IS STABILIZED AS 0 I- AGGREGATE : A Sd3 • SEDIMENT BASIN, \�� _ ! (�///// of the sediment to drop out.The basin is DETERMINED BY THE ENGINEER. z w z < Z TEMPORARY GEOTEXTILE UNDER �, \\,fk��\ I//� usually temporary but may be designed as ono = 3z �- a permanent pond or stormwater retention 10. 24 HR. CONTACT: \j i l l i\ device. JUDY R. QUINNEY LINER �___� /-- St LOT 59B,WARD NO. 3, 5TH G.M. DISTRICT STORM DRAIN A paved or short section of riprap channel TYBEE ISLAND, CHATHAM COUNTY, GEORGIA INLET/OUTLET 11 • •e at the outlet of a storm drain system St preventing erosion from the concentrated PROTECTION -_- : runoff. I /_ -1 (Label)4 -1 11. TOTAL ACRES= 1.62 TOTAL DISTURBED ACRES= 1.62 (_ 12. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS / The practice of stripping off the more SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. TOPSOILING �; fertile topsoil,storing it,then spreading it Tp /-`'•'� : Tp• over the disturbed area after the comple- 13. PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE E&SC PLANS. p �` ' ': tion of construction activities. 14. THERE ARE NO STATE WATERS ON OR WITHIN 200 FEET OF THE SITE. L L_ L_ _1 J. J z -1--+ SEEDING RATES FOR TEMPORARY & PERMANENT COVER Z .i Q r r T MONTHS OF CONSTRUCTION ACTIVITY _I RATE PER ACRE RATE PER ACRE (-5 ITEM DESCRIPTION ' _ TEMPORARY - PERMANENT w I I J � fNI JULY�AUG.TSEPT. OCT( .[ OV.fDEC MONTH COVER SEEDED ADDED COVER SEEDED ADDED 0 > 2.5� VII (- G- ALONE TO MIX ALONE TO MIX w • -II-+ 28" 1 1 1 SILT BARRIER INSTALLATION I I Ij///I' I I I I I - t C FLOW r 2 CLEARING AND GRUBBING I I _ I j/iii1%%jj� I -1 _ I I -_ JANUARY RYEGRASS 40 lbs. UNHULLED BERMUDA 10 lbs. 6 lbs. < 4` MIN. ` /� ` __I,��, m/+_ _ �� RYE 3 bu. .5 lbs. SURFACED LAMPEDEZA 75 lbs. I 0 � �� I 4 I FINAL GRASSING&REMOVAL I I I I I I I I'/////� ANNUAL LAMPEDEZO 40 lbs. 10 lbs. UNHULLED BERMUDA 10 lbs. 6 lbs. } I W : O OF TEMPORARY STRUCTURES -I I b l A FEBRUARY RYEGRASS 40 lbs. SURFACED LAMPEDEZA 75 lbs. - m E Yy` Y� /L/ /i/i /Iii iiiii iiiii 6">%\ \ // // I 5 I MAINTENANCE OF SOIL I I ////f////4/////4'/////i/////4'//// RYE 3 lbs. .5 bu. Z co EROSION CONTROL MEASURES ////////////// ////////////// w z ., �- (--- WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. CO -C .5 M I 2" I 6 I CONSTRUCT AND MAINTAIN I 1 I • ////.(/////✓////X/////�//// ///// MARCH ANNUAL LAMPEDEZO 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs. 6 lbs. cc SIDE VIEW SEDIMENT BASINS I ///it/////)'///// ////,t//// ////,I I - Z Q 2 � L_ I I I _I 1 /LL1l�/LL/LI/L1LL ���.>,.i/i.f.//i/ I SURFACED LAMPEDEZA 60 lbs.. _C z z U WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. w il■ NOTE: APRIL SUDAN GRASS 60 lbs. - WEEPING LOVEGRASS 5 lbs. 6 lbs. -0 USE 36"D.O.T.APPROVED FABRIC BROWN TOP MILLET 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs.. 6 lbs. D -0,.... USE WOOD OR STEEL POST. • 0 C 0 -cf) 6' MAX. O.C. WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. to W SUDAN GRASS 60 lbs. - WEEPING LOVEGRASS 5 lbs. 6 lbs. w MAY BROWN TOP MILLET cc) 9 V V 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs.. 6 lbs. X PEARL MILLET 50 lbs. - SURFACED LAMPEDEZA 10 lbs.. 6 lbs. w 0 ri K • "M . . PEARL MILLET 50 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. ,Q JUNE SUDAN GRASS 60 lbs. • - HULLED BERMUDA ~ ! �� 101bs. 6 D F-- >> 2.5 M I / 28,E 1 <FABRICv, 11 2' BROWN TOP MILLET 40 lbs. 10 lbs. 0 O - ~ J l � " /��/� � - // // // // //\ PEARL MILLET 50 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. � 1 \d U r� � ¢•T �(. Z /X/ /�\/ , />/ JULY SUDAN GRASS 60 lbs. - 60 lbs.. 30 lbs. U (j / Q /. 40 lbs. 101bs. D Z / ��/�� �� �� `�A svO BROWN TOP MILLET 0 - 1 PEARL MILLET 50 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. b.b. z - - REPTCFi - \\/\//\\//\ t AUGUST RYE 3 bu. .5 lbs. w < •5► L \,��%\/�� \�� ._ \///,/ ,/�\, RYEGRASS 40 lbs. - SURFACED LAMPEDEZA 75 lbs.. z z 4\ X\ SEPTEMBER OATS 4 bu. 1 bu. O o0 0 WHEAT 3 bu. .5 bu. I- FRONT VIEW WHEAT 3 bu. .5 bu. SURFACED LAMPEDEZA 75 lbs.. TYPE A FABRIC (36") TYPICAL SWALE DETAIL OCTOBER RYEGRASS lbs. - 5 bu. REVISIONS: MARK DATE DESCRIPTION 3 bu. .5 bu. n/ 1 6-10-10 REVISIONS BARLEY OATS LL USE: I- 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS. NOVEMBER SAME AS OCTOBER SAME AS OCTOBER , 2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1. I- ' DECEMBER SAME AS OCTOBER SAME AS OCTOBER Z z FASTENERS FOR WOOD POST(WIRE STAPLES) O POST SIZE GAUGE CROWN LEGS STAPLES/POST 1. UNSCARIFIED >r 1 z TREC NO. MIN. LENGTH TYPE OF POST SIZE OF POST 17 MIN. 3/4"WIDE 1/2"LONG 5 MIN. 2. SCARIFIED V O 4' SOFT WOOD 3" DIA. OR 2X4 FASTENERS FOR WOOD POST (NAILS) (")(9 1005-1243-01 4' OAK 1.5"X1.5" 3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. 4' STEEL 1.3 LB./FT. MIN. GAUGE LENGTH BUTTON HEADS NAIL/POST 14 MIN. 1" 3/4" 4 MIN. 4. LISTED IN ORDER OF PREFERENCE. O z DATE: NOTE:FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE,CORD,AND POCKETS. 5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED. w 06.01 .10 FENCE 6. FERTILIZER SHALL BE APPLIED AT A RATE OF 1,500 lbs./ac. z TENSILE STRENGTH ELONGATION AOS(APPARENT FLOW RATE ULTRAVIOLET STABILITY(2) BURSTING STRENGTH MIN.FABRIC WIDTH 7. LIME SHALL BE APPLIED AT A RATE OF 1,500 Ibs./ac. I- W DESIGNED BY: (LBS.MIN.)(1) (%MAX.) OPENING SIZE) (GAL/MIN./SQ.FT.) (ASTM D-4632 AFTER (PSI MIN.) (INCHES) 8. MULCHING SHALL BE SPREAD AT A RATE OF 2 tons/ac. 0 W TP (ASTM D-4632) (ASTM D-4632) (MAX.SIEVE SIZE) (GDT-87) 300 HOURS WEATHERING (ASTM D-3786 DIAPHRAGM (ASTM D-4751) IN ACCORDANCE WITH BURSTING STRENGTH ASTM D-4355) TESTER) . ., -p DRAWN BY: WARP-120 40 #30 25 80 175 36 >" Co M.A.T. L FILL-100 E/ § L a (1)MIN.ROLL AVERAGE OF FIVE SPECIMENS. < Q CHECKED BY: (2)PERCENT OF REQUIRED INITIAL MIN.TENSILE STRENGTH. H M.T. Z o FASTENERS FOR TYPE A SILT FENCES C 2 SHEET NO. c Dr=15 W cc CL o LEGEND: 1 70 STRUCTURAL REVIEW cmf Conc. Monument Found ipf Iron Pipe Found 141 w _ = irf Iron Rod Found 111 ' ON 278 N P v �� p a pp Power Pole HARDEEVILL A op Overhead Power Line Spot Elev. 17 46 AY RIVER " 1 °�v . .. . . Asphalt Paving Contour 405 e� v o--�- CEAN HWY Tree w iM' 10 en C \ / ? r\\ . 10117. Stre o f L o f 58 B PORT WENT ORTH /Vail In pp - 1 — — — •OLER GAR ® ' Pin#4 0006 12 017 GARDE _ E/, g, 35 S22 00 00 "W CITY o (NAvD88) Q? o Joseph ©. Olear�y & dame/ J. ®/easy AVANNAH o 120. 00 -,, 16 v w \ ( ' �� SITE 0 3 S 00 0 78. 90 ' 516 68 0 a m a THUNDERBOLT 06 2O — — o a�• J p N ., ; nc ! \ TYBEE ISLAND j m z w Chain Link Fence-" 0 ' \ 1 — 204 oQ , o aQ� =' \rte °u,o u; cc1, 41/ I > _o ,,Q\-\ J ,\ \ I J,``,) tr .. \ I MONTGOMERY ATLANTIC OCEAN W 8 ~o < m N V \ W 826) 'Pit `-), \ 2 m t*:s _., , / ':- Ir* < ' ' .___ 4., 10 BSL VICINITY MAP 0 E-.3), ' . : , - - _ _ _ _ — , 8 1.-.5 1 / . . oi / . - .L.40k 'N ' o . ,t. I I 0 :: , (.,fiff igg 1 -N, ,sTE/1. ;\\ . . oR0e ® I Q I ;4", co O W Q � '' CO -/ / ' : -- --.------,___ ___' ' I 1 1 _L_J i m Doha �'�o .. s. t (y' may, EL 1• , %) . . . . . . /. . 0. 11 /Ic. , --,... , ;.... , . „_, . . , , : _. ,__ _ __ , 1/ . , , -\ .,. ._ „___. . : L., ,..., :, 4_, , L) ,, --- --__ Q) N ...,,q) 0 1 o 2 , ,, v_\_,, ------(\j--- --- co--I ,,,,-i- ---------- ---- 'i' i Q< CI) \ \ -`_', �A I I r 1')(13 ' ,� I 44 I jJ U O r7 .' , / *#.7; it"tr'. Ns (i) g 1.11 0 \` % in E C , Z \--...... scsc CO 4-"N (ii . , ' ; -,_-='' -`;\ ''\- -,_'=,\ ''‘‘;,__,,,;;-\-:\___ ,c\---`,,-2:-=-V C-) L6 : • , Tr#: 4*. Z ,, ,.__/----„ „ _/\. „, ._•„, „. :-_---A „:_-_,-- \. cx) c) .ti 1 I I I D -- 5 --z _, a --,.r--) . . . . (0 ,„ .., , : . . :. . ... .. . i < i — ___ \ 1O ' BSL ® �- ,+r r _ 0 0 .VA.. \ J. ii : , , ,,„, - Z8 \ , . . - Chain Link Fence J111 '' __ _ ___ .„.„ __. ._ . ___ _ ,. . : . ,• O „, r •� 78• 9 0 N68°OO 'OO �� Lot 60 p REVISIONS: • O \ /� / i V MARY DATE DESCRIPTION \ V \\Y L l y' Pin#4 - 000 6- 12- 013� o �L o f 601\ B Z q Henr y A . Smart E— Pin 4 - 0006- 12- 004 ° -, ' w g Z J/ '� J Raymond A . Stephens � ,.� � TREC NO .Nz o� o 1 005- 1 24 243-0 0 i DATE:O Z, � (\I ® REFEREVCE: O W 06.0 I I 0 Z p 1• M. B. 2 PA GE 8 DESIGNED BY:1..... IT , : //--�`• J Topographic Survey C' { 2. D. B. 163 R PAGE 450 0 LI • / .� DRAWN BY: • .. 5 M.A.T. T1ot 59.E Ward No. 3 5th. G.]. District �- ERROR OF CLOSURE . ACCORDING TO THE FLOOD INSURANCE RATE CC o CHECKED BY: FIELD : 1/ 23, 158 Vincent 11elml Tybee MAP 13051 CO21 3F DATED SEPT. 26, 2008 �C F M.T. y Island 'hatham ANG. ERROR . 2 PER ANG. PT. Z s ADJUSTED BY : COMPASS METHOD 317 DERRICK INN ROAD , THE SURVEYED PROPERTY IS o SHEET NO. PLAT : 1/INFINITY SA VANNAH, GEORGIA Pin # 4- 0006- 12-003 WITHIN A SPECIAL FLOOD HAZARD AREA, — o DATE: April 22, 2010 1 1..... C�� • EQUIPMENT: TOPCON GTS GTS236W TOTAL STA TION (912) 925-3523 FOR: Ju d y 1 . uZnne ,/QB 09- 184 THIS PROPERTY L/ES IN ZONE AE W,I # ELEV. 11. 0 °- O_ 8 STRUCTURAL REVIEW .,,F.S. f ..J,9 . .J`\ ,_t Vi :\ `\': A --% ,`'/i'F.:\ -- ---------....N\\ . ''-/- A t-F--i 01.);E '30/. \\IV:L;E:i --'CD AF--1\01;;-:EE: --'E.: :__'‘■LA\-\DCH_PE:11'-._:':---:1/-1---\'T 1---;);LE:n. . (------- \ �`I �I:�:-! " CH \l../ ���I N - `J s' i\/: Lj \�-\I'\' \ it t iiiii.l. ., A / . _ a L 5 8 B , .-. ;AACC'_`_�S /\ST v': N T. . Bi �..L �? r-1: c� -ill_ c --,-, -, -\;-- --,i _- ,-�� 'I �: -\; ::j"l j o LIMITS OF DISTURBANCE S \�: n/ I x = x - x --x = - - X ;� a CA co I , p� �'1Q Nmro �U�ii`�v: 2 W Q o,,o i 4 E ,L, 0 0 N Vl V/ p N . . X ADDRESS: ,__\J �v'�, WARD i\�l % , `, G V �1, , \i�� J( O •ri 5Z( • ' `_.` -_i_- ,v L_i-,I ,:1,_,f , \_•, :t�\, i i--i I\,\1: L•c_i`_1;\i ? . , c.7,•-\ E....4 �.� .Q fTI 9cnO■ X ,, '`h% 1 Q i 1-x-1 O co to S n V — c E 22 co X d 0 I J x 6I/ s • } �G\9EALc� k x pi SSiONAi 7—)r—)(,1 . /�T . T D:} , FJ1tGtNE�Q tSe : Q - - AEL 1.1�f \ 1 I \/ ---t - v i !1-;- , - ' X ./ ,__\ C.. , .. c`, i.__ -. // • J't (-1\ 1. .____, . . . , at 59B x s d , A EC �: `'�' A :�"-fir -�il� Scir�jfi' ?/\i' v: �,1\ , .�' CF.1•r• -- • >1. . ,___,_. 'N.....\.. ....-------2 . . ; ';'J I \.,'._"1.__Li. . : :,__ : : s ..-, t.'...,.,L__Li , ' nv . ' ,... , . :L_ ,: ';,..___ ',._,'.._i. ‘, ..-, ___ . I >--- s II `- -..„ ;(A __- `) f--'' { 1T.� '- _IC \?/1, - r.' \" - : 1 11.1 . 4._.N .. ,.. .. // , . 03 In E I Z i O U (�T '-r�:'-� '.tip ;-ter -� -i - - __ i-, c C- --,`�, �J ,1i --o-1 i ../_" , , , ,-\'�. N ._ .;V'. !.J I ,_) , :, : D -z --z .1 \., : ., LOL59A cz oI . , ,,-, . . i-- - - -i . . . m Q..) • In 1--"'"' F— I 0 i ... .1 x x x ■ x 1.....■ x ■ x ._e■ow ■ x ■ x max www.mwo■X .(-------- '-.-----'N's N1x A I O `. 60 B Sdl A REVISIONS: UMARK, DATE DESCRIPTION CC U . A . `i\/: \;I- Z Hi AI nTREC NO. . 1 005 1 243 0 I \, 1 ^\> 'j: A1-" ,i 1O��I A ._.�'l i `!' ∎i\ :\;': `, l; i`_ \` 1,�` .-., .., U _C --,, , r1' , Mg DATE: Z DESIGNED BY r\: \ : _ ,. H TP ---- ------------ --------------- .Q DRAWN BY: .i = i \ r -F,.-" w M.A.T. • •_ i-li\ -- (.(fin -i -�(l �, '-�;- � -):� /\ .'_' ._i[-i'r._-_)'' Q 1, � t-:vll_.� `._•L./�\ i '\� NA.� r\ lei\C.� i�! ll.! � ;..\ ,-•,�• :�•; \ D. CC 3 CHECKED BY: ) fl \ \,CNCUH R__N , \%'''i. ; . �_1\N._/ D. ^u. : t/A\" -r1\./ L . < M.T. j _ 1 Z S \ I HAL. PI- R M - - R CO \ POL PI IASI- - & SC RLA \ A i!<:3 /\ ; - ._ Ar , __ ,--\ L-__;- SHEET NO. C- - /-\ i _._ s i A; \ -J t ��H ALL_ :3 .., 1 J \._l:.__.,v _.,/ : 0 /Mil,,iii V J cam: ' of`: -I . ,v':I-i v ,'�i i .\\ v LL )I i� v J . W � 8 STRUCTURAL REVIEW:3 I- '0 i\i/LEii ��` ----, \.�!•�._ - .- � `� �,:�{�`'\,`:!\!,,./ii\'L' ---i\(",i1-),-, �1.l 7:.:__1=7:-;;‘,' '�/l\,` \� .�� \l:'-X - 2 `.=3/\._� \\ \�'�t✓_J�\ : !t,\ii�< `j;--.Jig\ti \� /�` _J� \: .`ti_'.\\:,:___ .\ . . . W Z V Ill , -7 -%; C) , ,_Vii' ;L• -',.\L _ i L.'\ , \�, ,- . .-. 1. • 1' . LOT 58 B >. _ A S dl _ L J i IIYLL\�_�J. �U\�i �i_._'— '\_/i 1 \`�% \��IJ�Ni�' i \1[7 i i \! 1� ,!_a� ��'f-\l � � .`,, qtr/..,.. 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(......D 0 . ) CcD0 c:* :::71)E2) CHCPC) Cga 4111Z ccia ; ill Z CC5 i IN Q 0WNI�R C C\ An E t- �j`R'v A m Z cQ C.3 \ r /1 \ t^•, , i, : I ;� t . �„ -\ _-0 T `-`l iJ r '.),:rAR D \I i._/ tJ \_ i}l�.. D.`-; . \.L• , I-z. , -ttzr-N- — • - - - / PROPOSED DRAINAGE cn C� I \ _ / x SWALE (TYI' ) /9 8 2 ,• \ . i I in › , . __i.e.* ---I,I \ . i--- --- I E 7. 2 \ o 2 11 - - x - x - x ' rr1' - ' - x 'N „,. --------\\ 1' i G ,j C 'C 1 Z8 � sd i A S di A .-- REVISIONS: \\\N\.. ..--------7! . U MARK DATE DESCRIPTION CC0 i i i .v: L; - - : , I U' ;., i Z l ' 0 60 B : . ..- I Vii Ti J( l,, RE N . r � \\ \/' \ \ o � T C O .J i / `0 l 0 ,-J i�,J V D 0.\ , : I_'V . .\`t t / } \i �:� ;' ;\ 1005- 1 243-0 I ..'Lij\ \..- , t\lJi. _'\f-\± EDP OS; ,'\ r'\Ni1 SF_Di.‘v"; 0; __ :\ CC Z DATE: 0 w OG.01 . 10 DESIGNED BY: • E__OVi_I-�A_ !, , i `� _JVI -\ ` TP T ` -�(- ;-) r,r- c---r-r\I f -; - -"), - - = i \_' _ - ` i- IT__� i Ni \: , .-, '\/ I - -t-\ .: ° DRAWN 8Y: V \ _3 YY -A ` '"1 \. OS: ;',D \ I\\ J s M.A.T. • t^`;. '.\A :\ CO;\ ; 30i_ \!/;,__.AS1i.P'_s AN. J !R.�AC [17- R. .- 3 • CC 0 CHECKED BY: TOn-, C, }. .C; :F r• -- \ j:1 \ N \ [D:` - i-Rj3! Cl; 1 (', -;1/; -- U; LJ i .��,'�\� _�i1i"�i\ I .t'' � i, �.-�-\ .._� .-� �� � r; :_�' .}.. /`-;�_ i :. \` M.T. \ T- R ' - D A I- P I AS - - & SC PI A \ �� A t _� {, V! A _ N SHEET NO -f. ;\1 ;L.c . OP _ t. ;A RY > N:t, —1 D .32 W cc tc ---,c STRUCTURAL REVIEW gi 1 (---- L o ... 5 8 B (---- ---- - _) ,(--,._, \,./i F8 (,__:- VYN:r--;-R C :!---;Q\/1;-- 8 LF PD L 8 `,8,;--:A!_! ! .--_!' L. % Ls 1/ S / A sd1 Ai �i _s�J�.�'N._�,j_">,-..- - VE�, r i: v �liD;N`- ,-'iJ �' ii\/��_ F--):\1\!;\H��F % Uj s lc,::: p ?_67---__; o c) ,i(-) , . r) r) , ) --,:H \ . \ „....,_. , ___J ‘__., \\,..J ._., , ..._, , , _„______„ --._....... .../ a. .. o . . ,--\\.•CPT ~_!(\-!i\/I[-I\ • LIMITS OF DISTURBANCE S' E5 FCR \Tip ' , .__ i ','\ \; i ! 1-7 T I i ct toit3 r.) X �� x x x x x x r t X . _max \ 1 0L ., v ) 2 Q C9 7 a v� °- _ O ct Nm(0 — 0 - � E moC \ J z 6) \\ p N _� x 11: l >'-i\C' LOT Jf3 WAR 1 \ .'1 ,\ �.i. � - O f"'t -1 DS3 IE 7. 2 ,_,,,x__,N6 _-_ ,__)i"_i_. . i,.�--\\L }, CH A1,-.!--:n;\��i L•'\ rL)i\; ! H �T� QQ ¢Q� w ��nO . �• / a YS N 0 T U N D E FR R GO r S.!:-:) ,:_.F 1;1-1',r_11 i 1.i 1 i 03 in 0 P(DR 0 U F! P A VP iM!E.N T. g 2 E .9 2 2 . ) :, x gi .,:„.. 2.,, (,_ .,„ N .. , , ,_,:„ \ . ' � J ® ( Q x I 4441PN (. X 4 ,,, / - 4GNST Fp k - :, ,� PA�NLa Ntti�Ai �4 � x ��cNEL1. '- r \ oo 001A 0 ,‹ o , d� o a o o ,► o i�► o 0 0 0 , ) Q 0 < , i .4.-N pc a. oi► o o o ` 59B «� a i1:i= --__ _-_-,-.-_-,_:---,-; Z=0 O Q O Q . . \ . I .. iJ i \ - ...iiJ 1.�_J. I�\� L.:Si__J r!:-\/ _.`i:�`\r(1 . . .- _.',:`i\.":1.,:: W V( , ,' 0 0 0 0 v► 0 0 0 , i \ I ZfOtOZ: 041110 I \POSF D B I D \ G ) \:f -,t U s ;J` - f = - g . = - IE �. 5- I a CD O _ ) o0oQo 00 +1. 00 0 Q x _ _ J S - 11....1 m In E 4.1 . N Z CZ \ 7 1: ' S ® o v _0 .i -j y WA F1 Lr N\J i ti 0-`\i!. ,-.i: ', :\ �['� ® ) `3IL- S AND, C /\T, A/ 01_1\: • /�. L = RI RS : N ( t`- \ — / PROPOSED DRAINAGE 0 n CN I • _ / x SWALE (T YP.) 4J I W �, 02) ......p>, --.661111, ( ' • D83 IE7. 2 / 1— 0 I — X — X --- X — X — X — X — X — X —� r — X — . — . r : 1\ r! \ 1. t/ 4C, . r •i�'+� IIN I/ v✓ \ate% ' \`1: y y zs a Sdl A S di A I-U REVISIONS: MARK_ DATE nFSCRIPTION '\ll//:\ Ni E'\A c :� \ C i\ - i:\ I. Z c co_R03!ON L•\i\:TR0! \/'i._Ac--)vi R',_ ;/'fir`. L '1 \j Al \; . LE D r\ : �+ g Q, I. !Tf ' i i m L_� ,1 J! .(V . J1 i\/'., !\: . A , . _.N ,. . . . ., - i_1._ • . 1 -- o - 6 o B 0 w TREC NO. A\ DO: \ , _ i- ' \ : . ,. 0 1005- 1243-01 ('n - :J/\ A, -'\t,\ (1' A - Dr C 1' / I� c[- '/- - - '( \\ - _`;--\ 0 li\ i : I\\..)t_, f'\i1 V \�,.\!r_\` ,-_ \' ` •J'�. ,\\.t I ,1 i _� ! I_ i -- r\ - ( i i E. ; - --\ -r- /,,-\:. -;'�/�; }` VZ DATE: i c (� A I vr• I -r i >{_ _ 0 w OG.01 . 10 • Z DESIGNED BY: , � FRA:: : -A ! ,,./ = \ c j TP f W Ll DRAWN BY: ��IRTVL \ . E-.- _- \` iii_. A c\' __ / A�\.\: `r a M.A.T. �: J!i\/I,_.\e I wl-i\: ,,J;_ '`Ji_-1r\'\-.0 HR /\\fl iTHA( \^:_ .RI CY'R / Q CC n�TC�! CIIECKED BY:• �"1, 'L�`� C-ul �, i�;.\ \�_�\: :+,. ter ,:\ __ D. _ ?V�� .. .�_; -\',, : . \, I � < M.T. . H As - I- & SC P A \ ,) .,:__. _,:_ , : :_____..._ ._,„: ,Th.___,:____, ___ __,:_. ,, Im 7---, ,.",I-\\ _ NAL N SHEET NO l'1 l��-\'`n I -\ I i i AN I 4 '�A 1 CJ_-_l r1,i- BF_ ST/V-3:1-_ r1 •_ �%V; ,- V . w 1 TH NA u LcH ok ILivipoi:-.-*)AR‘1/ ,-:) _ [_ ::-)1 N G __I D=13 . • cc b EL 0 STRUCTURAL • OM\! \` 1 REVIEW : .O V 0\I N F_P OR ~-�O:V i�-_ �J U i L_D E. SF;A:_.- L l P 0;\S 9 J F 0R PR`\1iDii\G T \l`J .J`?/\RY S^_�. ;'\', N. 2 Q �3AS:N O O• : Ai V S`J!ViEN ! ADEN �\ �iJC- - r`1 _ A : OF 6 7 J'L%J:C Ai-\ i ._.i \ A'C \J f:; .� .\ _i_%. I o ` 58 B ,\, ,.�r' ( 0i\�1 _ i , E.R : § E5. SA A. S 1 1 JIB 't____:,�s_.,, ,:_.,:__,:_,._\ f - - , r, _� i� I ,\ �J� �; �-1 `\` V �_ ,_;,,,,_\;\ __� �.1�� _ .-a. . / . / (--) ,\ re f^f LIMITS OF DISTURBANCE _ 1 !2 CA n S F._-1:7,;[_-c-- -O/ ' i=-i\i-`-;h -_- :,c C ' ;iP' ° : ~ .I--> > -te r';_ 4-00 0 n ' �, W ,____ Cd CA — x --- x —_— x —�— x — x = x — x --R '� --X — - — X I . A !� C - v a •/1 U w „ 0 � c u. I--I Jib IL' , : I I t .�— —� 7ONi\0: PL f Q oao Lco MI o mho D82 / 2 1 0. N LE 7. 2 DS3 `' E J A id! , %�. A J. i o Q HW amin o �� X - l _1(t!\ N r, i _ (fir ;'\_ T roLoO �� :/ \ A :_ �./ .\r i_ 1` A . S ;\\� I I\'._I r:- \ \J °/I _J,H f \._-.- 3`-_' W {W- O 4�igli -�J%` 0U3 AVL ,VI`_\T. W � � ON rl�,r� -� % i � �m I al \ o0 �_ _ Xj ' a % 1– � J ; ,___ Fit:;`` q k O ALL DRIVEWAYS NOT UNDER ROOF SHALL BE --- X POROUS PAVEMENT PER Cn i x I ,N SSIONM. CITY OF TYBEE ISLAND C co 4 FNGt0/ .Q ,'€ REQUIREMENTS X '64, \-0 1.1�° k / S d 1 _ A ,,,,_,„____„.. , . , .4„I vii osi ow.41„No si ow.i e 1 k i 0 kr i otiewo 1 ki leo, Irk lor vir 4. 4.- vr- ■ ■ 4er 4.- ■ ■ mr. , : „::______, ■1;*,■t,■itsts,,i,■*,,s,■*,■*,■*■,i,#se,st . ._ * * * * * * * ‘ S ***?* * *? c X L I dot 59B♦ ♦ ♦ ♦ ♦ ► ♦ ♦ ♦ ♦ ♦ ♦ ,n t*% ♦ ♦ ♦ ♦ � ♦ t ♦ t ♦ a 1O � 59A S � AJJ ,, `,'._ n \ : , #S#j *,S#SS#V1*#*,S,Sj#jt♦ X , - _ 2 >,, c'..: P OR OS D BL, I _ D \ G � , �,. „lA r� U�v. � , . A 0 r \� S >mi.. f co CD 0 = j l i i ;'T I t j V If -_ ' W I I E C3 N . \. �i f �`r 1' / rte, -/�� �. - - Z \ r v _ ivi _ \J( 1 i/ , \._,% .,1 C3 )::) i ,i. . : I I \�i 'Y'b 3`A;\: "H A : , AiVi 0_, \; - , A D --z --05 ,,_,,, ,. - - \ . . - - - - - - PROPOSED DRAINAGE n I \ _ / X SWALE (TYP. ) /18 DS3 1 I q...) (5").,\ ._.0 -'4111111111, . —__- IE 7. 2 / 4 \ 0 �— - � I — X — X — x — X — X — x — X .- X —. X 1 . 441*N y-4 Q Z8 i O S 1 — .A. S / — REVISIONS: U D CC 0 MARCH DATF _DESCRIPTION r'-.0SI,;1\; f\r- N 0i :C r\ S! i-�J . \ti,.. -%r \ r, '\: /\ _' `\ -• ■ g z-�l l� 'i .,;i\: J\✓i\ `�li J V:J f7 J L��� .� ,v'� J :-I� ;�%i t-��. !T J-1 i:\ � iJ ,- �/ —., -_ i i r AL; : \�i�_._,. I i Li ;i�t':i 1_!Mi_i\: , A I\; `.J! A` . . \ 3 TREC NO. dot � O B _ 0 _s _ _T _ _ - 1, t\. \r, `\;r� �jr r'ivi ice(. {I{_% i i �lt J ,C r' i_ \ : .. .- 0 g 1 005- 1 243-0 I '•.✓� %:\ .J ., \'J J I !J%N r\L. E :-\0 J i Li i\: ,,./, D ._+: 1/i -.,\ .: .- r ._ ._ PEP, SH ALI 9E,= ,I),,,'7)! _ 1 IN CC Z DATE: / J R I {`/) W 06.0 I . I 0 Z DESIGNED BY: V.H. n '\ I -M \; ^S: b TP , :._\J C.i\P L. 0 F I.SL-..:J;\/F.'\. . r 0 \/. :J ,7' : DRAWN BY: \E_ \: . -_J NSTAI_"f,T.\_0;\ F -_.\!JS 1 ON , ,i\ CD • M.A.T. R: 7 VII 1 - u_ 0 CHECKED BY: TO, l \ cc! .'�'+✓ \~\F'.\ . . !' , -r\ vJ DI S7Ui\ :Ji"\, r ., \.' < F M.T. • D R A I \ A G - P A \ ;,: J % 1 `I :< N SHEET NO. \7i\:-_A i\ ILL AN i ;4 DA\/ JH A,._._ ` C ? A:9'_ L si'V TH. 0 1'1.7 1-i `\,/'.UL_CH 0R FT`!l/i PORARY 1`FD I NG. DEA W Cra- -5 Q. U STRUCTURAL REVIEW VEGETATIVE [}[} � /�T| /����� — 2 p. ' Y --L�-- | �� | | Y -- PRACTICES| | \/_-.� ~ ; II !DISTURB ED ARE | | | r - 1 ' STAB|L|ZAT|ON | |Emmisxioo pe,m:n;nt vogvu^/w: cover | � ` 7 [ � 7 [ r - PRACTICES ��� | | /~|TH -| Es-21 uvoox o� �,00u. o�/vvn. mneo gwox:u' avu 1 =°^~ ] | c� ��g���� v� disturbed �pE NT I ~- / [- F- r -T T -1 | VEGETAT|ON\ I I | ~ ' - | | | | MAP | } � -- ---- 4- �- i- 4- � '' ' (� (lFl� ' ��[�/\(�TI(� � ' DETAIL ' ' [)���(� ���[�T�(}�� ' | |05TURBED AREA' � | I I - ' | ` ~~� | � | | �yk�[� [)� ) � | . . . — , . | . , '� ^ ' ' ' ' ' ' | � -- � I STAB|L|ZAT|ON I / ^ | |�»m�o^mnn ,temporary protection for | �� v��"� -' ''' | | | | | | . KlS�� | . /yy|TH ' � ' - . .u/ytvumc crecs where sc««a9» mcy not . °� �� L L L �� �� J | I ` I / ' | �»� |� ituu/ i ^ �� ^�� �� , . ~~` ' . . . �_ _] uvro y: z �^�wog000uuo .vproduce' v� �� ' - '^ � � \JULCH|N� 'n, erosion retarding cover. � '_ - ''',_~ [- �- I - -7 .- -T -] | -- | ONi�1 | "N. | � | --' ' ' - (G | | ' | L L | i2 ' ~' ' ^ ~- `, ~ A crushed stone nod woomd ot the ' L L I ^- ^- � �� y-�' ' ' / \ CON3TRUCT|ON ' construction site exit to provve c n|oce | 8L �m�� ''' ~''/ (� O / EXIT ^ \ for removing mud from tires, thereby ' ' ' . ��^/ / '/ \ pm�cuno public ot�ee,. / 1. PREVENTED THE �� '^ ^' y \ | . vcm x�u o / n� ~- ~ n ���`' ~ '~ `\ \ � (Lobel) ' INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, ��� '^ �^ ' �- I- I— -� 4 -� OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. �� �� 0 ' `� . . . . . . ' �� � `� ` ' ` '- | 2. AND =' �� ~~•«��� !�‘`' . `,`� `.' ' ` ---- .^ /Cd\-' ' ' ' �� C..) w�_MAINTAINED IN ACCORDANCE WITH THE PLANS AND` ' ' / ^-' x ;mon u,mpo/o/y uooio/ or ocm | AND ND UN TH� ^hjANUAi �� �� ��e, '' `•' . � ` '`• ` � `'‘' : - (` � \ CHECKDAW3 voopxm�ox ooxma v u*c|o. u'uiovoe u�c� FO� ` AN ~^^^ ' -�~ `|N " ~� mm � -w' \~ / -r ~- o, n,,c or co:oent,vteu /ww ' �""` `"` " ��"'""�'` ' »°n /"v� v�«'`»m �� @� �i � � � `_ , � , • p ■ w` ~_ '/ `\' � `/��, I 3. BE INSPECTED ~^ �� � ' � � .', ,. . _ .� � �`� _ �`�,.� � '` �/ • o��•^�" v° ' '--''-- SHALL BE � �� '� � � ` ' ` ` ` | | | | ^ | | u�x_/ ~x ncr�x`� vn m°^n /cn/^n�c �n/~u- �uwruc/cu � `• '' ' ` ," ^- ^- L. -^ -^ -^ BEFORE AND NEEDED S FOR THE DAY. BE COMPLETED �N WORK �'"' 210. --- A barrier to ��vem ne�ime,� from 4. FAILURE TO PROPERLY MAINTAIN EROSION CONTROL PRACTICES N �� � � '`~ � INSTALL AND " "` ` �� -- � m'- ~` mo oo:s��:ouvn ni�;� x m�y uo nvo���y�. SHALL RESULT |N �ONST��CllON BBN(� HALT�D. k� • ) SEDIMENT ' � boles of strew or »c� brush, logs ord �c �� � S d 1 / BARR|ER �� /~' \^-�,"� po/oa. gmv�|. or o o���o`�o� 'o:nco� ��e 5. D.O.T. STANDARDS AND SPECIFICATIONS AND r- C� �� «�� '- - ' ' ` � -' � � `� � � ' '' �� � � ' ^_ -/ `~ � - un,�orn are us:ooy tompn,o,r =d SHALL BE INSTALLED AS DETAILED ON THE DRAWINGS. -- �� � ' ' _ ^ ' ' _` �� � . � '. _ .� ' _ ,� , inexpensive. igiffi � ��, ' , � , . ' ' ` -^-� �x�»-' - � 0_ _ _ '' � � . � . (mo/ov»e �n*) ' ' �� ` � ` , _ . - , • _�, ,� , • ' � , `� _ _ EFFECTIVE w - . '' - ' ` ' ' ' '' � ' ^ N C ADDITIONAL EROSION PLAN MEASURES gmig E��' ~ -'---� -- '-'' --~--- --- ''-� - � �/ ~ ` � � ' �� '' � � ^' ` ' � '' � � ' ' � `� � 3HALL BE |�WPLEWENTED TO C0NTROL 0R TREAT THE SED|�WENT 8OURCE ��w' ' ��� ' � ' � ` � ' � � ' ' � � ' ~- ^` � � vm imvovnoion o�o cn;o�u uf oxr:°nup� ' -'~' `' '/ ``�' ' `� '�` � ' '� ' ���'' '� `� �`'�'` � �'�'� �`�� ' ''� ) SEDIMENT TRAP ' around u storm dm/, drop inlet. �o 7 &� �� �� ��� � �9 / TEWpORARy ' �� � ` _^ :»co,omu nroo will be Hied vp� stcbilizec ' '� �� &� �� � ._ ~/ � � � - on ovmp/ouoo of oo,,�m't/oo ovtmuos� , r- ,` � `zx�^ AREAS FOLLOWING ^ SCHEDULE. GROUND PREPARATION u mc umrunm / 0i�- �- �- -t -1-A -1 TO THE SPEC1FlCATK}N3. �7REFER TO 3PEC|R(�A llON3 FOR� CO�PLETE� REQU|RE�WENTS.\ �/' / I— / / uvnin erected by exnovo«on or o ccm / 2L TEMPORARY MEASURES INCLUDING SILT FENCING SHALL BE REMOVED AND [�' �-� «p �� �� ���� F�-� /1 ~~ � '� ' ' ' `'' ` � ` � ' � ` ~° across o wcto^*o� The surface water run � �- �� N.S.A. ` '�^ `� � `� �''� ` � ' � � �' / �* r� ~- `` mf ia n stored n/m°i� m � m O E C ONCE THE SITE IS STABILIZED AS A����[�[���A�'�� '� `. �..'� �..'� �� �, :� � � ) SEDIMENT BAS|N. �/ — | or m�m"` /y� o drop o,�� ��e oeoi:^� DETERMINED~ BY THE' THE ENGINEER. `^' ^ ~ '~' 1:~ ``^ \� ` / TEMPORARY - t\, ,,,,_ ,,, vvxv|� ��npo,�. 'uo� may �c designed :6 �� // ■ . ' ' ' �� .- '/ / � . / �� GEOTEXTILE UNDER ' ~~ ' � ~~ L����~— n p«'m«»ent p»"« or cmnn°ct«' retention 1O. 24 HR. -- ~�~~�^ ~- /`/ ,` *device. LINER � - - -�— �— -4 4 � � CONTACT: JUDY R. QUINNEY . . . . _~ . . . / \ LOT 59B' WARD NO. 3, 5TH G.M. DISTRICT / ~- `` STORM DRAIN F- -- -r' / \�` / A pcved or short section of riprco ��»n'q| TYBEE ISLAND, CHATHAM COUNTY, GEORGIA � / / '�� INLET/OUTLET \ at the outlet of a storm drain system / \~ / �' - � ` ������ oreventing erosion /'on^ the xonomtmteo `_./ PROTECTION /�/p��i�` ~ ' �z�' runoff. -�— — / ' /� . 11. TOTAL ACRES = 1.62 TOTAL DISTURBED ACRES = 1.62 | 1---- | /� | (�«:v/) / | ' ' ' � �- -7 7 � 12. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS ` ^ SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING./ ^ The practice of stripping off t= more (To fertile topsoil, storing it, then o"r;odinn it over the disturbed cmo one, the cvmp!e1 13. PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN N OF THE E&SC PLANS. _p~~) TOPSOILING ° - 7(-7 tionor construction oouwuoo. 14. THERE ARE NO STATE WATERS ON OR WITHIN 200 FEET OF THE SITE. L L_ L _1 _L _I / U SEED'—�| \ \ RATES [L [ —[N �� � � � V & [ —[ � � K —\ T COVER U—O `- � � tE 0 r �- -� -1 RATE PER ACRE RATE PER ACRE � » / / / MONTHS OF CONSTRUCTION ACTIVITY / �� TEMPORARY --- PERMANENT ' g °|TEk� | DESCR|PTlON �- -- -T���-|---- -- -- -- -- -- k1ONTH SEEDED ADDED SEEDEO ADDED� ' ' 'JAN ' FEB 'W�R /ApR / WAY /JUNE /JULY /AUC |SEPT/ 0CT / NOV.1DEC ' COVER COVER • '�� � 5' k�| | | �� ' ' ' | ' ( / ��� � ALONE T0 MIX ALONE TO MIX -�� ' ^ `� w/ / r} ��'^ | 1 | SILT BARRIER INSTALLATION ' ` ' ' ' ^�� [� ^��� ' ' ' / ' RYEGRASS 40 lbs. - UNHULLED BERMUDA 10 lbs. 6 lbs. ^ �] I— �- | | JANUARY ' ' ' y R , ' 2 ' CLEARING AND GRUBBING ' ' I I I | RYE 3 bu' .5 lbs. SURFACED LAMPEDEZA 75 lbs. - �� 0 � MIN . FLOW | | | | I -� ' -^-''���i �_ �� -r /v/ / / ` . /~~ -- -- ' ' --��^��^~ -1 � � /``�. � 4 | FINAL GRASSING & REMOVAL | I ' ' ANNUAL LAMPEDEZO 40 lbs. 10 lbs. UNHULLED BERMUDA 10 lbs. 6 lbs. -I�� ~-� ~ | L OF TEMPORARY STRUCTURES ' I ' I I I I I FEBRUARY RYEGRASS 40 lbs. - SURFACED LAMPEDEZA 75 lbs. — �� ����° -�� E " ,r>^` >')/` )'>/ �- ^- ---�--- --4-----�-- ' �� U'� J '/ ' /�� /�� | | MAINTENANCE OF SOIL I I | RYE 3 lbs. .5 bu' �� `+ � �- �.�' 5 ' ' ' ' �T , ' - ` ' I____ EROSION CONTROL MEASURES | | Z ° ' /� k� | ---�-- | -- WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. CO� /»// ' CONSTRUCT AND MAINTAIN ' ' MARCH ' ' 4� -- L 0 | | | | | | | ANNUAL LAMPEDEZO 40 lbs. 10 lbs. HULLED BERMUDA 1O lbs. � lbs. �' / r)'' SIDE-- \ /| --UU ' SEDIMENT BASINS ' ' ' ' ' ' ' ' ' ' �� z� �}| _/ - V | - yy L- _L_ _J_ | __l_ __L_-- C� � �������]������� ���i�'�,� -_-_� SURFACED LA�WPE�EZA 60 lbs.. - Z • ��� _ _ y� ■■• ~./ ���� WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. -�~ NOTE: APRIL SUDAN GRASS 60 lbs. - WEEPING LOVEGRASS 5 lbs. 6 lbs. -- ° USE 36" D.O.T. APPROVED FABRIC BROWN TOP MILLET 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs.. 6 lbs. �� 73 USE WOOD OR STEEL POST. _ ' MAX. � /` WEEPING LOVEGRASS 4 lbs. 2 lbs. PENSOCOLA BAHIA 60 lbs.. 30 lbs. �� cz • /v/r�/� ��. ��. ' ' '' --- SUDAN GRASS 60 lbs. - WEEPING LOVEGRASS 5 lbs. 6 lbs. ~�^ �� MAY ' ' ' ~ ' BROWN TOP W|LLET 40 lbs. 10 lbs. HULLED BERMUDA 10 lbs.. 6 lbs. `��� -- PEARL MILLET 50 lbs. - SURFACED LAMPEDEZA 10 lbs.. 6 lbs. �� ° 8� � . .. ' mu ea �� ' x�� 1.j �� 01 Y\8/( ' PEARL MILLET 50 lbs. - PENSOCOLA BAHIA 00 lbs.. 30 lbs. yT) ~J /��\` JUNE SUDAN GRASS 60 lbs. - HULLED BERMUDA 10 lbs. 6 lbs. �� '}^ c�' k/ | `^^/ ' ��`' ,f�`QRK�. 7` BROWN TOP MILLET 40 lbs. 10 lbs. ' ' �� � ^��� � . ` ^ ` " ' '' �� / �>0' ' - PEARL MILLET 50 lbs. - PENSOCOLA BAHIA 60 |b�.. 30 lbs. =~ �)/� . ' \�� >�\ . n�- U� JULY SUDAN GRASS OO lbs. OO lbs.. 3D |bo \ . ' (1Y ~ //� }/�/�7/" ' - '' ' __1 ci ' ' '/� ' �� ^ BROWN TOP MILLET 40 lbs. 10 lbs. �� � ��~ �� ' '' ' //" ' � .' ` > PEARL MILLET 50 lbs. - PENSOCOLA BAHIA 60 lbs.. 30 lbs.< AUGUST ' '' ' m- `^ � RYE 3 bu. .5 lbs. -- --- ER - -- / ' ' ' mc 1 c�` MI \\ / � / , `� w/ / ` RYEGRASS 40 lbs. - SURFACED LAMPEDEZA 75 lbs.. �� °``' ' °,, v/.' ~ SEPTEMBER OATS 4 bu. 1 bu. �� �� I . ��WHEAT 3 bu. .5 bu. VIEW 3 bu. .5 bu. SURFACED LAMPEDEZA 75 lbs.. \ /| UU ' ' '' - --\/[}| /� � | [�UV /\ | — -\ --- � | FRONT\J| � | V ! -- YV } | | �/��L_ `� yY��L_- _/�� �\| __ RYEGRASS 4O lbs. - o REVISIONS: - OCTOBER 3 bu. .5 bu. w�� ] TYPE A FABRIC RyE U. ' u' � DATE DESCRIPTION (36") BARLEY OATS 3 bu. .5 bu. USE: 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS. NOVEMBER SAME AS OCTOBER SAME AS OCTOBER 4 2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3: 1. DECEMBER SAME AS OCTOBER SAME AS OCTOBER �� FASTENERS FOR WOOD POST (WIRE STAPLES) Z . POST SIZE GAUGE CROWN LEGS STAPLES/POST r�cwo 1 UNSCAR|F|ED . MIN. LENGTH TYPE (}F POST SIZE (}F POST 17 MIN. 3/4" WIDE 1/2" LONG 5 MIN. ' 4' 3" ' / / ' 2 SCARIFIED � � � ���l��- > ������_[l | 4 SOFT WOOD 3 D [)R , FASTENERS FOR WOOD POST (NAILS) ' ��� �� . uuu . ._-/`^ `� . 4` {)/\K 2 z� �� �� ' ` ' 3 CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. ~' ' « ' ' GAUGE LENGTH BUTTON HEADS NAIL/POST ' ' 4 STEEL 1.3 LE] /FT " / ° / ' 4. LISTED IN ORDER OF PREFERENCE. �T� ' LB./FT. 14 MIN. 1" � 4 4 k��� ' ' MIN. ' / ' ��(� �l | ) �l NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, C0RD, AND POCKETS. 5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED. yu,u . , . 0 FENCE 6. FERTILIZER SHALL BE APPLIED AT A RATE OF 1 5OO lbs./ac. 8 U ' ' '/ ~ ' &�~_ TENSILE STRENGTH ELONGATION AOS `� '--'T FLOW RATE ULTRAVIOLET STABILITY (2) BURSTING STRENGTH MIN. FABRIC WIDTH 7' LIME SHALL BE APPLIED AT A RATE OF 1'500 lbs./ac. �U DESIGNED n» (LBS. MIN.) (1) (MAX.) OPENING S|ZE) (GAL/MIN./SQ. FT.) (ASTM D-4632 AFTER (PSI MIN.) (INCHES) 8. MULCHING SHALL BE SPREAD AT A RATE OF 2 tons/ac. TP (ASTM D-4032) (ASTM D-4632) (MAX. SIEVE SIZE) (GDT-87) 300 HOURS WEATHERING (ASTM D-3786 DIAPHRAGM (ASTM D-4751) IN ACCORDANCE WITH BURSTING STRENGTH �— cc DRAWN BY: ASTM D 4355\ TESTER) ��� ,� _ ' �� �_�_ _ �___' CO M./\.T. WARP-120 40 #30 25 80 175 36 °" FILL-1(}0 . Cr0 CHECKED BY: (1) MIN. ROLL AVERAGE OF FIVE SPECIMENS. ` ' . . u��� �� T (2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. —^�. ' ' (2) Z [A ST -\ IRS FOR TYPE A SILT - LACES �... �, SHEET NO. M © U �� Ica. � U U �� tt cc 6.-. a_ 8 z•, Yl e 4t 4x O f y€Y L a°a ,ti d�>Ever :effort Yia::. ;,ttuil mode to identify . , ( reviewer ''t.aisb ✓ J:S..`t ri ecl .`: 81.i iiSOj{ f to violate, u: 't.u` ri l; x or sr-$ , k y 0 revicm and ✓m shclu)d nct hey constrand g Claw qer".. k4'.;:Fir a.jy 11QS"`.0 r2 i 6 411; 0 - I / W / / / Benchmark 0 10th. Street Lot 58 B < : �. 4� V / / Nail In 1 �� �? LP) / p� Is x2°22 0 ' ,, Pin#4 — 0006- 12- 01 7 00 � � � �-�.v�Sid / / E1. 8. 35 Joseph D. Olean & daniel J. Olear cP t\ / (NAVD88) 0 120. 00 p y y c �- c - / X -57'\ '\ iill S68 OO 00 E 78, 901 \\x . - x x \T„___ ______7)\.„,---) \ 1 - 7 / silt fence .� / Fence 10 0� .� K �®� P LEGEND: \-\`' / / X 7,44 10 PALM �, , Q V I N1 0#6��Q s I �; ��, cmf Conc. Monument Found cb / / / / / z - / / �� I SLOPE 2 SL �°) ipf Iron Pipe Found / / .� F%„, I I �, (0' �, irf Iron Rod Found / ,,Qti pp Power Pole/ , ' 4.1 LtIk_____a________D�S ti op Overhead Power Line 2 / 0 0Q / f: s", �lNG Q , 7 L ,\(7 Spot Elev. / ,,Q r �, o a I �. y_ 0 m / Asphalt Paving I / / - N LL / / 1 bc? I I Ss o � 7/ - Contour / � � � W J I Q ( v �� • ■ ,�Q C 3 c Op \ N L a t 5 9 8/ / ������ -0 1 a Tree 0) 4,A I 7, / LOC,ATION '/ / / I I .� / . . ° 2/ /-1--) / I \ ' (,{) --- lull \.\\\ \-\\ /\ , UG �, / SLOPE �\I I 1 11 ,,Q`?' ,,Q '� v, REFERENCE: RENCE: / (0/,��� �a� Q IPA, �a . q `q, 1. - M. . 2 P461.7 8"'V/ / BOG � � •e N - � � �/ ��� `®C ti 2. D. B. 163 R PAGE 450 / �0�%0� , \- I o Q >Q I �V...., *r& ti, . C, 5 \G k / -, � / � \,, , 'c ' ,moo � �, I � /u X � ° Q ACCORDING TO THE FLOOD INSURANCE RATE ? c - 2 �, Q 2 MAP 13051 CO213F DA TED SEPT. 26, 2008 / �� 41011 AL - i-j1 1 THE SURVEYED/ ti Q EYED PROPERTY IS � c�, I / (I) / 1 I I % WITHIN A SPECIAL FLOOD HAZARD AREA, / ® < SLOPE THIS PROPERTY LIES IN ZONE "AE" / ( t• 10 ' BSL O ELEV. 11. 0 / o ti� - ,•Q% 2 / A) o - PLAN / / . . �� EROS/ON CONTRØL / I I LnkFence I i / silt fence Chan .....4 ,/ . Az- :/ i `c) / (0'/ o ti s / 0 h , f 78. 90 ? N68°OO /' 0 �� Lot 60 A / / o I c) Pin#4 - 0006 12 013 / v / ® Lot 60 B Henry A . Smart / (o Pin#4 — 0006 12— 004/ / % j Ra mond A . Ste hens r-L.Q) u r V C, 2 R QQ I /\ 9 � hard o . nth . � . � . / / / . (\, „ , . , Lot District , / / ' I o C //1 / � N co� �T E R � N � I / s Tybee I Chatham County, Georgia / / (0 �� . / /4;_.,,,,,,, _, Cif Pin # 4 - 0006- 12- 003 / ERROR OF CLOSURE: * NO. 18 8 2 / FIELD . 1/ 23, 158 * Vincent Hlm / FOR: J u d y p Quinney / ANG. ERROR : 2 „PER ANG. PT. 317 DERRICK INN ROAD ADJUSTED BY : COMPASS METHOD z_ -,� , PLAT 1/INFINITY �' s v��0 SA VANNAH, GEORGIA 0 10 DATE: April 22, 2010 N 0� vR �- (912) — SCALE: 1 ” = — EQUIPMENl. 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[1 0 ,.. -„:. .4:.... 4' ..., :::f; ,... 4 n:i` hy* �l e LP N: i! Si tin ,c' _i Ss� - x III .4M 4 H (.");: ; w+r ' » M.�-Zk:':' .v lS ' - - - ':'7.''*-': , W ...�ntiS %tiS4� i~qan - ,. p+ /' yp• - [py p Z ,4 �; ,�f,.ap Mf''P£y -/*3 d}t f.;', = iL%io tk --_. 1�.-_-_,_,,..:-..„- ;_ ,, :_, z: , ,-, : __:, W — Id 0 ,,,,,, ,ii.,,!.. _ _ .,,,,t, 4,,n$,. .. , . , .,.. , _ , _ _ , , .. _ . , , „, , . , . -,, ,. , ,,--_ , , .-.F :.fir I a D z (1) C I- I ABBREVIATIONS: SYMBOLS: SHEET INDEX: PROJECT TEAM: VICINITY MAP: / 0 41o.6614k ..... e M 44 AD STABLE PD. FLOOR DRAIN PNL PANEL C--0 COVER SHEET N.T.S. F Al 0 A/C AIR CONDITIWING FLOOR. FLQURESGENT PM. PARTICLE BOARD DETAIL REFERENCE: DETAIL. VI Z to < ALT: ALTERNATE FT. FOOT PLAS. PLASTER ARCHITECT DESIGNER: A.B BOLT FTG. FOOTING PL PLATE A-8 per tuts SITE PLAN ARCHITECT/ DESIGNER: j!frL . PWMBING RESIDENTIAL CONCEPTS j, A--1 FOUNDATION/GARAGE PLAN�T FUTURE PVC. PCrnNL�r CHLORIDE DESIGN GROUP A:c. A IPH T CONCRETE F.A.U. FORCED AIR UNIT P,S,F. POUNDS PER SQUARE ftH A-2 1ST & 2ND FLOOR PLAN �` PIAIwT I*tQ;S, FACE �D P.S.B. PC�UI�DS PER SQUARE 175-I� BOARDWALK DRIVE T3M. BEAM F.O. FINISH GRADE P> . P LINE G. BEARING F.J. PR. PAIR '"� A--3 ELEVATIONS RIDGELAND, SC. 29936 1._ w �: GA. GAUL RADIUS BUILDING SECTION , cncxNs i . BUILDING GAL.v. GALVANIZED RECD. RECEPTACLE E PHONE: (843) 338-6362 GENERAL Cx NRAC:TOR REFERENCE REFERENCE. A-8 NUMBER A—4 ROOF PLAN � . ING mss. C�NG ► RIJNI`ORCE (D} ONG) FAX: (8 66) 354-4930 <( -7) i 1— . QAI17 C �. GLASS eLCc .a, RERAN A-5 DOOR/WINDOW DETAILS BOB; BOMM GYP. UD GYPSUM BOARD RM. ROOM BLDG. BUILDING GYP. GYPSUM RO. ROUGH A-6 DETAILS . CABINET GPI. GALVANIZED $RON SCH. SCHEDULE CARPET HOW HARDWARE Sift SHEET WINDOW REFERENCE: A-7 WALL SECTIOi s CLG. CEILING HDWD. HARDWOOD SIB, SWIILAR �: HT. cEILING HEIGHT HDRR HEADER SC. SCUD CORE 1iIAhtQ# It DE t 1ATI0M E--1 ELECTRICAL PLAN 8� D C EM. CEMENT H.V.A,C, HEATING NIING/ SPK. SPEAKER D CTR: C 1ER AIR CONDITIONING SPEC. SPECIFICA'TIC 4 ccT, CERAMIC TILE HT, HEIGHT E-2 ELECTRICAL PLAN CUR. CLEAR ONCE) KC. HOLLOW CORE SQUARE YARD CLO. CLOSET H,1M. HOLLOW METAL. STD. STAI+ B S--1 ENGINEERING ., MANN HORIL. HORIZONTAL S1L STEEL DOOR REFERENCE: . I CULL SIC. :CatICRETE H.B, HOSE BI STCR STORAGE 1 C 1aTl©r1 S-2 ENGINEERING CONCRETE MASONARY UNIT H.W,H, HOT WATER HEATER STRUM. STRUCTURAL, eft;401, i4ST. CONSTRUCTION HR, HOUR SUSP, . CONT. C 1NUOUS OR CONTINUE HYD, H'Y> ►NT SYM, SYMMETRY (scAL) S-3 ENGINEERING _ CA CONTROL JOINT IN. INCH SYS. SYSTEM Cwt, CORRIDOR INCA., INCLUDE (ED) (ING) S IIG. SHEATHING C.W. TEL MATER INSUL INSULATE S & R. SHELF AND ROD CER. CERAMIC INT, INTERIOR T#,iw TELEPINN4E ° i ''* I. war KIT. KITCHEN TV. TELEVISION PROJEC E •C KG.. CAULKING LAM LAMINATE °TES. TUAPI T I .! CAL §iAIST ER: THIIC# , /���j[ I, TD v1" .,�i%/4 FINISH Y D DIAL. L LIGHTNG DIA.- DIAMETER M.B. MACHINE BOLT T.O.S. TOP OF SLAB DIE DIFFUSER MFR: MANUFACTURE T.O.P.: TOP OF PLATS ,I..,„;-.,:,;::c... . BUILDING CODES: Dim, DIMENSION MAS. MA NA Y TYR TPICA PLYWOOD ;-.:%?.,•z :::"..- CONCRETE DISPENSER M.Q. MASATt OPENING TBA4 TOP OF BEAM ).,i=µ.,� .-- IRC 2006 8 • PROJECT NO. OR. DOOR MAIL MATERIAL TPL TOP PLATE SSTD — ...T , DRAWER MAX, UM U.O.H. UNLESS OTHERWISE NOTED --,---,,,,,.. --w-,,,,„74. "s � 1 ; DWC. DRAG MECH. M ECHANIC VEST. STOK zr4 ',z .; TUCCO �, DIV. DIVISION M:i. MEDIUM V.C.T. ![ t O 4POSy 11ON TILE FRAMING , , r mss'`s •' + MI. DOWN MEMB, MEMRRAIC VIE. VERIFY iN FIELD TYPE OF CONSTRUCTION: DS. - DOWNSPOUT MB.. METAL W.C. WAER CLOSET �tk ELECTRICAL MIR, MIRROR 'I . WATER PROFING WOOD BATT/BOUND 18. 2010 I 9S‘IMS6 v-� - NON—RATED EA. EACH MISC. MISCELLANEOUS WT, YEIGHT -BLOCKING INSULATION EQ. EQUAL MU). MIXING WYIF. VIEWED BARE FABRIC SHEET NO. EQUIP. EQUIPMENT N.T.S. NOT TO SCALE WITH RIGID EXHAUST at WINDOW OCCUPANCY GROUP: A EXIST. EXISTING 0.C<. ON CENTER W WITHOUT •: :INSULATION *Mt Xt EIGERIC c . OPENING' WOOD RESIDENTIAL , FIN. FINISHH OPP, OPPOSITE W H. WATER HEATER FLR. FLT :CIS. OBSCURE W,R.G,B, WATER RESISTANT GYPSUM BOARD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIIMIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIIIIIIIIIIEMIIIMIIIIII 5 6 '7 6 9 10 IIIIIIIIIIIIEEMIIIIIII 12 13 111111111111.113111111111 1111111111 3 IIIIIIIIIIIIIIINIOIIIIIIII-' 1 a IIIIIIIIIMEMMIIIII 2 a 1 2 IMMIMEMIIIMIMMIIIIEIMIIIIIIIIIIIInllMIIIII 6 ? B 9 10 11 1 2 13 14 1 5 1 6 1 7 1 rr u. M DI* AND 7C�tyV� a REVISIONS AS�fl riU TO A vii ,Aiia JOkES `STREET . . : , . ■FMan�a E a k�f +1�+�*=Mite f S.�;R ai"j 1.sf; yj�scALN �} yyy�/� mem N22 OO' OO" E. > 0 . 00 IPF IRS 41 a ;...... t ,, ,_ , , „ ...„, , , _ „. , ,., , Ch I 1 at 1 , ,, ,,,,, ., ,_ ,„_ ' • Li � � � � a 19, til at -- � fam w .. i 5 + a gi pol E : 'Ui _. • 1 ' ,,tiptt D �'rf$ is L. i /1 LI 0 Ili ices i pttt I COP g 1- tr t eta s zc i 201 BSL r :-,Atliiit,:fi. le la a 1 I Li 3 K -y , gig ' ` t,, °_, p i E m)v. j a --1— W 1Y W -- Fo SPACE BELOW FLOOR ELEVATION (AE-Zone) _____i ` 1 y ro 1ntIc vents required o relieve raw ra surn In �._.._. —1 : enclosed space below flood 1 n 1 n, u r Inch of W t CO N. ....�,,_ vent required or each I square foot I floor area. I-- .000.0 Two Bottom of vent must be within 1 foot of tha gratin a� el unti n.Vents s placed In opposite 11 lo " ZU Z permit water to flow, I Z 0 (I) D I I 1 1 0 — td 0 1 1 (f) " qr— CO *1 8 -- 3 rl < m 1 � I— c — , r fY 0 RI . vi z CCI 0 CY) ).-- w n 10 .....1 ,_ 00 A 00 0 in z 4(s( 1 Ji- 1 1 0 II II 1 7 D - w SEAL 0 0 A 1 4 tifto'ip k . , C 40 1 1 PLAT QF � T WARD ., 5TH G.M. DISTRICT T `BEE I . ► CHATHAM COUNTY, GEORGIA 1 PROJECT NO. ' 6 Ii-F IRS ~--� �; NCH 19, 201€3 60. 00# OO' OO" W SHEET NO. A I /�+s 91T PLAN A A l SCALE: 1/4"= 11-O IIIIIMEIIIIIIII IIIMIIIIIMIIIIIIIIIUIIIIIIIIMBIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIICIIIIIIIIIIaIMIIIEMIIII 6 8 9 1 0 1 1 1 �Q��� » � 7■ i"' � j U 1 2 3 - 7 a 9 10 11 12 13 14 11111111111E0111111111 15 1 ?, 1I3 - 20 ■ CONTRACTOR MU UNIFY ALL DIME= AND sr�uRAL REVISIONS AMMO prr oquro To t® �.A 07 AIL=ACM CONC. a s= FOR SAML ANY INC. MALL 8I WPM= TO DISIONIIR PRDD TO P tG firms mar. ,,1 I,�!- �:. :, :,,..,•::.!;_I!I►�,��W/fl 1J��1 REPRESS= CORM? + 111.1.' 'I k #."�,', ' MT SCALD DRA Ii1.& P 1 Y • z H in 0 to m '01 6 r �+ to WJ ' W ._1 W 2 32'- 3" 32'-0" cn w r w ' w w A W m• � 11'-0~ � 1o'-O • 1t -o • 11 -a 101-0" 11 -4 ��.JJ � Z. ill . ak v 0 (I.: I l___ f - . . . III I SEE NOTE5 _ d��iJ r'!�t�rJ'i o ? 1 UP 1 b 16" xx-ry1�6- CMU 1PIER �� a��z� ��a rt;�� s °� :s,3 + io�E;g, dl a ;,� '✓ v+ W<PLc :o FINII I Cii' la: 1 11111P1 __I• • Gtx�! Y i'ii!iC?f;3i-`' .F ''iCi° � i ' •� I I ' ,CO( ) I 1 ;,S:.a3�'.3 `� ;s. s°$ ;9u r I 0 N lo i t1 ©w 10'-0' 11'—©" I , `. I4—s 1•___...._______, : a I L 4 II I � l ) Yin L_,,,,..J L---1 `'x. ii p W E ---- -- 36"X36" X12" 16X16CMUPIER j p z FOOTING W/ I Q St ACE DELON tyLOQC ELEVATIO (AE- roes W/ STUCCO FINISH (TYP) ii p * .t 4 ` tt�� m Q v « FOOTING REBAR I I I • Hydrootntle vents requiror3 to relieve eater possum in o STORAGE 1.,! { W ° EACHWAY I I a► I ° enelosed space I�elne� flood elevation. 1 square Inch st '"' I 1 I o K * 15'-10" IS.,8111 3'-54 9'-1" I • vefit Pequlred 7e eae� 9 S u re fo©t of fl©©P are,, "to 1.- i co r I 411teh-1 of vent Pnust be 1iit In 1 toot of the grate - 0 1 r ' - LL I rat plod, mug ho I 1 • i� 4" THICK 3,000 P.S.I. CONCRETE SLAB r __J � I vents nun 6 Mud In apposit© Faalla f� °- °- � p�NFORCED 6"X6" #10-DOUBLED 3' 0 J1 1I vztnr to 91 �y, '-f"' W� � I -.- • - .._,�.� -- � I 3E36$ 3068 l„........, EDGE OVER POLYETHELENE VAPOR I- ARRIER ON COMPACTED EARTH. FILL �- I ,„,... i . ff I,I < I r-' li ___ Q�RAG� 0 8'-1” CEILING to - W 1 ca I I o `o , _ [j F._ G � ) 20" X t6" MONOLITHIC I o � ... o � ,, a a :::::::i,js10:i �lo s (�. D 1 I " " FTG w/ Zr- t5 REBAR �� .= . a , t n� a A �. GAR AGE i W Co l7 I 7 acs I itd ^ � IaIQ" �� s 8'-1" CEILING cfl v- 20 X 16 MONOLITHIC IBC ACT, C4��, I ;vweEbe� �ac4 �}b�n��t6�4� altn�I�r®a �' - 0 — s 9 ANA � 21� 9�= ��C+. 30 shall �ra @d fr©r� at{ {inraifo�{d r®® s �4®6c In ID F G. W/ - 5 REBAR cv I ��IALL I Iw 1� I�dC�1� �9�1C IIVC�1 I v. r..J :10:::P�IEp � Ud17N �'� �� iNCH�WASHEfI Pr the 51 �ifi ���� y� �s,� �� � mii I , I (�erq. IJ' 11 A T�iiCli QN� EI?�I �� NU C,�T�D IMP i- I 12 INCH ®� � �� � a1N M H ! SEE NOTE #5 w I ,�}� I H 36 X 35W X 12 I INCHES ON CENTER, " " I FOOTING W/ L, _. .411 7lS T.J.I. 560 FI,.00Ii , 11 8 T.J,h 560 FLOO s I 3 ri 3,#,5 RE3AR I JE�15T'0 16� D.C. - i $" ©,C. Z (j) I EAt WAY W/ 3/4" Tact PLYWOOD W/ 3/4" 7&G PLYWOOD I (NAIL,ED ac GLUEO):: (NAILED & GLUED) -- I I 'ca o o a, : 1 I 15:- °:ZR 1 I 13'-$"� 12'-6" ♦ 1 1 . NI----- Q to 3F"X ( - I to °o •.T. 1X4 SET -_ - 7 2 INTERIOR LOAD BEARING G WALLS FOOTING W/ I f +� IN P,T. 2x4 FRAME T 0 G. 3- REBAR 1-...........____-1 IRC SECT. R602.4 INTERIOR LO 15'-8 4.'-.0" 12'-4"_ G In IMWAY d -- BEARING WALLS SHALL BE COIF STRUCTED, I I I I I I I FRAMED AND FIREBLOCKED As SPECIFIED 'I I f- FCIT EXTERIOR WALLS.L __i I I i� M 3 1/2" X 11 14L .. 1) 3 1/2" X 11 mss" LVL I ' I I 1 lil 36 X 36X 1.2 Ft 11'- " 1 Q.� 11,-©w Li - 0 FOOTING W/ • I . -I I .. T :2 ir 3-#5 REBAR , I w I • R " 4 THICK 3,000 P.S.L. CONCRETE SLAB F EACHWAY I " I co o © © m F Q ca 03 .I REINFORCED �S`X6 1t3-DOUBLED 3 O I : EDGE OVER POLYETHELENE VAPOR m m W g °o Z I BARRIER ON COMPACTED EARTH FILL 0 10 1 W 0 v) I l 1 T , ,_____,, • '11',4~ 10'--p' 11'-0" 11'-0" 10'-o" 11'-0" 7 W E • * s 1 + • E W 32'-0" 32'-O" Q] 3 0• )- ; SEAL .D D . fkGN 0 ... 4, , .,.1s, 0 ,, , . q T C / Esc,� �,� � ‘+C G EN ER AL NOTES 1 lz 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE kl CURRENT EDITION OF THE GEORGIA STATE BUILDING GENERAL FOUNDATION NOTES CODS IRC 2006 AND SSTD--1099, ALL CONTINUOUS FOOTINGS SHALL BE REINFORCED WITH 2 Z PROVIDE HURRICANE CLIPS AT ALL RAFTERS. AT ALL 1 III EXTERIOR DECK FLOOR JOISTS PRO VIDE GALVANIZED MINIMUM LAP ON REBAR IS 25" HURRICANE CUM B 2) AU. FOOTING TRENCHES SHALL BE FREE OF ANY LOOSE OR 3. ALL PLUMBING WORK SHALL CONFORM TO LOCAL, PROJECT NO ORGANIC MATERIAL TRENCHES SHALL BE MECHANICALLY STATE, AND.FEDERAL CODES INCLUDING THE CURRENT EDITION TAMPED TO 90X STANDARD PROCTOR DENSITY OF THE STANDARD PLUMBING CODE, 3) ALL CONTINUOUS FOOTINGS SHALL BE POURED THE SAME DAY 4 ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL, AND ALL CONCRETE FOOTINGS SHALT. HAVE A COMPRESSIVE STATE. AND FEDERAL CODES INCLUDING THE CURRENT EDITION i- DATE: STRENGTH OF 3'tk P.S.I. OF THE STANDARD ELECTRICAL CODE. a , MARCH 19, 2010 « 5. CONTRACTOR SCULL BE RESPONSIBLE FOR COORDINATION 4) PROVIDE 4 THICK (MINIMUM) CONCRETE PAD UNDER ALL AREAS WHERE STEPS DESCEND TO GRADE. WITH LOCAL OR PRIVATE UTILITY Ct 1PANIES:OR AGENCIES SST NO. FOR RELOCATION OF, OR .CONNECTION TO EXISTING A 5) 24" X 12" CONC. GRADE BEAM W/ (2) .5 RE-ROD. CONT. MIMES, A OVERLAP ENDS 40X pia MIN. FOUNDATION P LA N 6. Ala, Vr HDOWS TO BE DP 45 OR HIGHER, vo j 6�0 �414I< ' GARAGE FLOOR P LA N A SCALE: 1/4"= 1 '-©" Al 1 FrzaJib . Whoa&JEOra ere,' 1-1 �.�a�, �a�eJ SCALE: 1/4"= 1 '-©" IIIIIIIIEIMIIIIIIIIIIIIIIIIEIIIIIMIIIIIIIIIEIIIIIIIII 4 11101.311111111111 6 7 8 9 10 1 1 12 13 14 1 5 16 17 11111115:1311111.11111.111:0111111111 20 li 1 3 1 1 4 I 1 s 16 1 ? 1 El I 19 1- _ O 2 --- _ 1 2 3 4 5 6 7 Et I 9 I 1 CI 1 1 1 1 2 1 1 1 I otertmores SUM =Yr AIL D131100008 AND STROMINAL REVISIONS AMMO PIERTA310413 TO US STIWC11112. 013231N3 Or ALL MTS. e-, BEANO. DRAWN* CONC. DAUB* FOOTINGS ETC.) AND ND 1''''' '.1•' FOE BAWL ANY DIDCNIPANCT SNAIL ill istmrso. TO UM=PRIDE TO PROMO= MTH DORN. 1,. :1*, *I:, ■>. .,i:,..:1110 TIMM 11040,0110) COMM 111 7:71r ,"---1.1. .7:-.0 ; 7, KW OCila ANAWINCHL P x I N (.1) Di a tri i 1 VI (0 01 iii 11) It W • C 01 l.... 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SHO.J:. ill 0vormir, X NITCifIEN i... 2 1 11. BAB. h --. .1 i a g ai. F, . 0 7 4 Aik 44 911* EILIstG4 ....*- _..at 41,,.. . 1cr-e t;00 /91-1.11qE1.-ueNG W 0 3.-- .1 r. tA .se --i r„ • <s\e7litr\ro. -,P4 , I I . 468 wa I N 111111111=4 familr2AAR VP! 4 P• 0 0 e &'` 0 *it e ile , - - Po am I /74-,.i 0;larteWW'4, ez,-4-,,,,w)-„e„,,-.1 a 30" war : platform at the unit with 3r headroom. A switched light, outlet and secondary ,ondensate pan with a 3/4"drain line to Outside amalso required. Ix) 1.... • • ,, 1 1 ,,•-•,- eltie o I- kf, g .,',f;,'/AY...Z*2 4 j'19 ,;9 i ev I I Er, to % .1 0 r...• $ 2 3 WA 'ts. 9//Oro3074.0,1er. 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I P 1 1 aim_ ..... ivtir7 0 ____ dilv $ i R & S g .1.-'gi.,r1X0:3,-M1.09:K1C-iW,Prof,',.e4=60;421,~00-eAWSIWVAKAV 1". 7-13-± WALL 9*-0° g Oa " IRANI% 04 1 54 1-/ P \-. 4.-0".1 gr4s:...Tr:..78::exojk,,yovifzrtrT::iaaro.wAu.1kzealr-Jj t 14 a 1 I-ir i'j-0" S-0" 411"111111111116fflei 1 -Se-0" 22 14. g lio P os 8 1.11 GO 0 it 0 ) < 1 a tirezekromoreeho old i-----------1 ra toot ea~e'...ow swo%Kg I I I I ______ L I 6_8. _ -4- 0 .1 , so m*1 IIHNIIIM11125.1111111111111111111 -00 1 ...... I 1 1 1 1\s. 4' . r,ii...R.,,,,,,,,,.....9,„..0 . ,,,,Aw.... • •306 , / 0 .41- easvyam - 7.-4* 6.-8* FRONT COVE io X to COLUMN 88* 6-8" BEAM If /"A'11'1* - . ' "fri ° I 5/41.1* DECKI _ _____ I I I I V-8* $ I RZ RIIIIIIIIIIIBEIIIIIIIIIIIHENDG poRcH, 0 1 I 1 1 1 1 *0 1,0 . C 4 I -'(;) to 730:11- W 0 4 A I SITTING ROOM 1 .t, ,,_y, r,f,_, .40.-41 8.-1* CEILING 5....43,-0.,3040 CAS. 1 lin > 0.* 1 ..., a J 0 0:: a 1 a'Na i I la -pc_ I I I 1° I I F ill * a ).--- GI .,,,W n to < ......, 11 ma „-----,-....... .-333 3/3* nu 03 ii11 NO‘ 3 3 an IIMI • • 3 3 3 -3 3 3 3 3 , 3 3 3- ^. 3 3 3 Er. 1C?"41* /0*-0" 321-0* 106-4a LI -1 '.. la ,..; -1, • a a • a L fi' 1O'-tr • 411 fik 104-8 54-4* I • ....,_ UNE OF PORCH BELOW j • _p, _ OF I/1 • • E Z D 1.-- w w m )-- < 1 i 1-- SEAL 0 0 SQUARE FOOTAGE DATA I _ AREA 1 st FLOOR-HEATED 2 nd FLOOR-HEATED TOTAL HEATED' GARAGE/ STORAGE/LAUNDRY FRONT/REAR PORCH TOTAL UNDER ROOF , SO-FT 00 6 900 S.F. 834 S.F. 1734 S.F. 890 S.F. 512 Si. 3136 S.F., GENERAL NOTES 1. All. WORK SHALL BE IN ACCORDMCE WITH THE CURRENT EDITION OF THE GEORGIA STATE BUILDING CODE, IRC 2OCK, *V SSTD-1019. 24 PROVIDE HURRICANE CUPS AT ALL RAFIERS. AT ALL EXTERIOR DECK FLOOR AXSTS PROVIDE GALVANIZED HURRICANE CUPS. \= 4fICHO,V . t \ 3. ALL.PLUMBING WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD PL.UMBING Ca)E. . a 4. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL, 13 PROJECT NO. STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION Of THE STANDARD ELECTRICAL CODE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CCDRDINATION - WITH LOCAL OR PRIVATE mw IVATE u COMPANIES OR AGENaES DATE: FOR RELOCAIX*I OF. OR CONNECTIM TO EXISTING U1ILITIES. . MARCH 19, 2010 6, ALL WIICOWS TO DE DP 45 OR HIMER. . SHEET NO. 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ISLAND , COUNTY, 5 RIDGE AND, SOUTH CAROLINA 29936 N TYB E E CHATHAM E I A WW.R6D6DESIGN.GOt CHR S@RCOEDESIGN.COM IIIIIIIIIIIIIIIIUINMIMIIIIIIIIEMIIIIIIIIIMIIIIEINIIIIIIIHIIIIIIIIIEIIMIIIINII 5 6 7 8 9 10 iI__t- 13 14 111111110 3111111111111=1:0111111111 1 7 111111110:111111111111 1 9 2 0 CONTRACMI WALL =Ft AIL DIMENOLONS AND STRIICTURAL 1 X 4 S4S WOOD W/ 3/8" SLOPE MIX= PIEWFAINING' m FIRS ST; M OF ALL ♦ . =ACM CONC. ALTA FOOTINGS ITC. AND a PRI ANY ANOY B NAM RR RUM= TO VIM= PRIOR TO PROCRTIOINC ion mom ,,. .3, t: E 2#4;•4,14$1: Timm P REVISIONS ' F.....- RB-74 MOLDING 1/2" GYP. �' . in � RB -3 1 TAL F A9fi G AND SEALANT V) N pt1.R PINE W/ s-1 4 EPP{T' URE NH�^+� w CONCEALED ALUM, FLASHING -----'" I If€ -1 ° i f SHUTTER HINGES �- ON SHUTTERS '�� -1:7/1)f 8133 G � " �. �. � prArSo 0 t_ *■yz/ S4S ��y/�����■ wry({{/�yy}�� F � CL t,� •T.4 S4S �f JOO Wi 5 ,YbC.iii INTERIOR CASING y,��,F - SCALE; /2�=1 j—©" ice= X 4 P.T. r ;*: - `t OPERABLE L�1 VERED r rd3 al lb =_..._...... 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DURAPtNE J 4 ��t 7 MINT 1 I I I I I I.".1=116111111i 6 0 FA I I I a si r is in in oi m a i on V) 0 1 1.--‹ 6 5/8" CROWN WIPP' -",,, Li 1 ite. 0 3 X 2 S4S (EXACT SA _ PST. ~IC NSAL �-- R83 CASING K IF )".- 0) zo 10 _I ' Al A-5 tIJn n (n z k w E , E 3 0 LL, 1 ST FLOOR DETAIL WINDOW TRIM DETAIL JAMB DETAIL „ E1 SCALE: 112"= 1'-®" E6 SCALE; 1128-1-O' E 1 SCALE: 38 1 L0 < 1 _I 1,- C, Cat RO 1195 %MOW S - WED .ref�r• .�.� r/F v'• fey , 'r d/%%F� ;'!r' f r""`I '�fFSi/37l'1*" �q PW" ';;?-9/19; ,willISM g 1 R8-8602 SPEED BASE 3 X 2 S4S (EXACT Ia 940 E 11 P.T. ttRAPINE SILL 00OR STOP S PROJECT NO. 1X4 Ma CAM I— DATE: QUARTER SILT& H.AStM40 MARCH 18, 2010 ROUND. NO SENANT �±�{ SHEET (�}#/�} . • SHEET NO. A• A TYPICAL BABE " 5 � ► 1 SCALE: 1!2"=1'=©" A1 2 I�.�. C?ETA I L SCALE: 38= 1 ;-08 1 2 3 4 8 6 7 6 9 1 0 1 1 1 2 1 3 14 1 3 1 6 1 7 1 8 1 9 20 , I �111� � 7 EI 9 10 1 1 1 2 ©I. ' 4 >� �" � 19 20 I R IONS I /7"---- AININCTO NOM xP ?A TO 1 Sr era. OF AIL INC. ASHPHAULT SHINGLES ENDYAtI ,r °Eta' rt<.: 1NC AND Nit NRISPONOINIX We SAW. ANT DISCISPANCT OVER ASPH. ROOFING FELT ,, r� �.:;�,_�;� " .r ;., �, ON 1/2" SHEATHING "'"= , .y� Ct}FtNER STUD _''t*•. CONNECTED TO 12 TRANSFER SHEAR. 3.5 oz !in:7w SIDING 2X8 R��S � #$" O.C. I�AII� MI�IIIw1Ul�f � �" �i C~ ALV. METAL EAVE DRIP SIMPSON PHD5-- S3 1,12" GYP; .813, y I. • ,�,,, 1 " SHEATHING iT /►..� 2X4 SILL PLATE - 17" 1X4 S4S ► �,,111,41114111 ;'-N re {R al "TYvEK'' MOISTURE E BARRIER Iiii4�~ A BAIT INSULATION 3/4 T&G P1.'Y11VD. NAIi.Et3 8c GLUED) OVER x'10 S4S rerjrAP II� 2X12 F.. JOIST 0 16* Q.C. � I � � � WITWup -4111110111,� ARAtLEt i1�A!I S ABOVE _ 3ja THICK PERFORATED ,_-, � �. f " HARDt-BOARD ''"�'� � �`�• 1I5$E�VERTTHRtGH BEA1it BEAD BOARD GETTING -✓ 12 fir,► AND"ANCHfx2E# MIM, 4t1°•Slt~itV HURRICANE ANCHOR . Oi '. ,, AIL IIMMMT -..,, ,�.r- i i A ..�M� !M Ct1:11E I<ILI. DIELS ILI MTS12 AT EACH RAFTER t 1X4 54S 5/4X6 CORNER BOARD 1 .� (FULL 5/4x8 MEMBER FACE I \ 42X88OXBEAM FRONT AND REAR OF HOUSE) L. h.:J W/ 1/2 PLYWOOD � � ` i a I-1 5 s CALE; 3e=11-On .. , .. 'CE DE"i'AIL.. -11t V1/4 .-„,,,\ IIi ; w 6 a t Y t �w t,`: .' �`,,C .,'- S' "" �' s f fit..° t..% J J t f + I 10` C IST12 GALV. METAL '� # �,,,' t ,t 3 <,c�;, .t �. f tW/y MST1(� '('yV. +"'�' + . - ,. t w "fit* ;{_fit` It..-~ .� /'y�i t_3t COL STRAP i�f'{i- (A P) ,I.;:t` `�. # �tw"�.r t r ..t 4�t a}t� �a>-'.: j 1� f iL REAR PORCH EAVE DETAIL 4, :"1-`,41.#.....4,„ * , $ , .. ,-'r 2X P.T. Stu a 5 SCALE: 1 "=1'-an �+•f t ,.� :t,.k ''Y' - iv .#ft . , '4'# S CO fi' 1,,•. 1, ,_{ .,,gr ; ,*, " # �'#L 16w X 16 C.M.tt. PIER.„. ,,. Y ,s .>. `�►'t . !`,- . FIL. CEL S W/ CONCRETE WINIMISIONOMMIlla 1 It !� t, ,d w s t�{,$}• t #�t .s^ fj:: a.. s �+c�+y��/�p }� �++p��/�/�p+� 16 ).._ Ill _ N � `�to t "-+1ft r :1;14::1, �+ , }.���.,•'} A �R't } s,s (j,,!J 1 r, t� # :- 35 . s.0+a j ra d t .ASIiPHAULT SHINGLES -�` �� ``t , ++ .�,# , t .;.� •;' , t., * ti tt`a .� eat t1 ix� i°� �AVER . ASPFI. RING FELT ti � ;.,. .� , t g Ed y� �`�"� r�y�, '`` ' , .. t, P _ a"�. r t 1,'./�• 1/� 1E`ATNIE�I n fkfi",i q�..d`'�+‘.n �i# :711:tw�f ''sb '' e t ,J t + �.,R Zx<t3 RAPIERS 4 16 4.C. ,.,`'�, �.• !���;" �� ; `,r ��,° '�',.................. ,,,,, 611011 Ilia 1St •Y x # 4. * o =,.,fie. .'t ~{2x6 OXLAR BEAMS 0 18 A.C. ' :!�: .,.''' ' ` +°' ' - "' 0 GALV. METAL. EAVE DRIP �- • NI 1X4 S4S r,• SINGLE HDL.DC3QWN AT CORNERS I' _ ----- DF- s Z vi rt !s 2X8 JOISTS 0 18 0 C. W/ t--3O F1BER� H 1 ,q, SCALE: hl.T,te3. Z W — w o vitt GATT` INSULATION BETWEEN --- 1x10 S4S SIMPSON HURRICANE ANCHOR so- MTS12 AT EACH RAFTER All III ons must 3/8 THICK PERFORATED 12” £ I With The Georgi 1X4 S4S ye' HARDI-BOARD a State Energy Cdr Edi€i on }-+ 2X4 STUD Wau W/ --� � ,� -) GATT`INIL.ATtON BrWEN ,, ,. 2X4 STUD WALL W/ R-13 FIBERGLASS ...s Aro ,f ,- I BATT INSULATION SEMEN •- , �,', L O-s II°\ W:FLASHING & SEALANT '� �,,,,,, BgAURE COLUMN DETAIL. DORMER EAVE DETAIL. --w ...0 .." 1 )"'"- 0 Z° 12 a e°``� 2X8 RAFTERS 0 1 S" 0.C. "� , " SCALE: 1 g=:1`•C3" , S CAIt.,E; 1 1 .p H .,�"'► ASHPHAULT SHINGLES 9..,.._.. f#30 AS"H, ROOFING FELT THING 3/4" T iG PLYWD. ( TAILED & GLUED OVER Olt SCHEDULED 'SHEATHING ATTACHMENTS 2X12 FLOOR JOIST 0 16" O,C. PROVIDE SOLID BLOCKING SHALL BE PROV3DED AT AIL STUDS, W/ R-30 INSUL. W/ RING SHANK NAILS SAME SiE.E AS WALL STUDS BLOC KING MENDERS AND TOP AND DOUBLED UNDER PARALLEL WALLS ABOVE W AT AU. FREE EDGES OF BOT' PLATES ��� :�•1EA7HtI+iG Ji- Fw * v .; Dt .. 2x4 PLATE GALV. METAL. EAVE DRIP ' row loo,_ lio. 0 TOP CF WALL OVER 2x4PJ WOOD FRAME 1 - . , 1 f2 GYPBOARD 1.� 1x4 S4S 1 X 4 VERTICAL P.T. WOOD SLATS SHEATHING OR = 11 1 SECOND FLOC MIST PLY'WSEE 1 i I a 1 FRAMING MIND SE+C1ION •.,..-�,..-1' 1x10 S4S SEAL 5 4 P.T. DECKING .1 i`''-1. tT BEAD BOARD {AILING C3 .1 1 r 2X4 DEN- 2X4 STUDS 12 Ali 2X8 P.T. t ST3 01#" CM 3/B" THICK PERFt ATEl3 SIMP'SUN FtURFt1CAt�!!E ANCHI?R as 0 HARDI- 7►ARI3 1x4 SOS MTS12 AT EACH RAFTER own° ' roam T a'tIF.AcINGNOVEFS r -i—- —T^ —0 P.T 6X6 POST a UM SECOND"FLOOR FRAMING L._L.._1_...1__IL_... _�_A i� 4-2x8 BOX BEAM '��,� 07 i AT au FREE ICES OF ., wj 1/2 PLY t ,. Pt. AND GYPBOARD i I,, 1 10. S'til:AifN1AIL, PROVIDE P.T.X T1TIM 'Cii TYPtCA1. EXTERIOR SHEATHING PAMEI. NOTE: TYPE II SHEARWALL 1U" x 10' i COLUMN#E HU4G DETAIL AT W,f CMST12 GALV. METAL . .. . ,4 r. RIGHT FOR TYPICAL MO `'4*' �, ' „ .:�4 '". MOM PATTERN) PLYWOOD MOM 1tA1l1lG MOM GAIL STRAP �T�{P} . .. ,. * . ; . : ; PROJECT N . 11Qi AT EACH AT��ll~RIIftERS .,w _ _. .' t7E1► PAWL EDGE OK SUS `' �`'' ;� ' ROOF SHEAVING G' 8` i ... * ';, DATE: EXTERIOR SHEATHING INSTALLATION PATTERN tlul�. , CH 19, 2010 - SHEET NO. SERV/. WALL DETAIL SHEAR WALL. DETAILS FRONT PORCH EAVE DETAIL_ I A1 ' AA,,"" ES SCALE; 1 n=1 "0" A.5 SCALE: N.T.S. A 1 4' SCALE: 1"1:31`43" a L=' �I � � 5 6 7 e g 1 0 11 � 13 14 �E � r Iii �iEI� t P Li Cl) REWSijcio 20z°NSilt‘lai..;1;4649; si!ZLICI7 ' al I L..............L........=4.......1 .....j 5 6 7 a 9 1 0 1 1 1 2 1 3 1 4 1 5 1 e 11111111111E1111111= 1 a 1111111111M0111111= 2 0 X*FIRACTOR WAIL MUFF£11.DRUMM AND STRUCTURAL ASEWIS prerams TO TIOR grawrimg.ffitos OF ALL MISIS,b NAIFTIRS. UAW. RRACTIOL CONC. WAL18, PODIUM ETC.) AND RR ReAPONSUU it* SAME. ANY DSCRIPANCY SHAM RE REPORTED TO DREW= PRIOR TO PROODIDINC WM VAL ,.• -,, 4 •sr, #. J.4;4.2, 1.44 -inuovr urns= 024SIINT 1-: --7T `P•-.- 7' SOT SCALS mania& P I %...., ..... I-- I tO 111 N VI ill a .,* N. 12 .., 12 .... rzl ..04 Er ASHPHAULT SHINGLES ,, ,„ (...) • .._i Lit 3.5r , ,e. 61. z GALV. METAL EAVE DRIP OVER 130 ASPH. ROOFING FELT ON 1/2" SHEATHING .0, , .,, „ .., „„ „, „ ! , 441 2x8 RAFTERS 016- O.C. # ,„,' 2X6 COLLAR BEAMS 0 16;.t.C.,,,, ../ ,,,, — I T T N. N" N. N....*N N 1X4 S4S ' . - _. _ e, — ' r / N.- 2X8 JOISTS 0 1r O.C. W/R-30 FIBERGLASS T ' N. N. N. 'N N. N44 N. N. I".. N, N. '**I' .44.' N. ...' N. .4N 4. r* r . 4 4/ i ".70.111 an. 114A tIrl Z M 0 il 0 41 4 4 01 ____I (Y E4 vig' 1X10 s4s 3/8" THICK PERFORATED HARDI-BOARD 1X4 S4S I 1 SIMPSON HURRICANE ANCHOR .., . . - ' . . - ..-- --:-.: I MTS12 AT EACH RAFTER „, ,, " , , ,, „ .., , .0, , ::, ,,,,e". le 7....1'.-V:i4'.4:1r:2:".-(1,-a,-.)".›././..e: .."' GATT INSULATION BEVNEEN N.I".. .‘ N. N. NI' N. N %. . N N. 24.... s'‘ N.Nss4N4* N. N **N4*: N.N%." i N. ....... -... --... :: 3. I.:- -- I < 0 g 0 z w ... .., a < g Zc-1 1 1 0 ..1 Lu 13 ii __n w In Lui 44 W 0 4 0 i— 0 ‘Et ,... ............ u ) r-N iii j 0 II Roqui./7„,e orie:r,q #0,*1 d' .," ,/ I 4, .4 of ....-...-....-...... -ft.......0,-.4.-4.4 i . 1 tii la IX LU ill LI :•*: ol , -..... .... *.4*. , K IN K .f.--: .0. ,, -....... • 12 f-ii .,,' / ...,. i FLASHING &. SEALANT 7-t, ,,,-* 3.5 4000 .. I ill 9 1— GALv. METAL EAVE DRIP "AChiiii 1X4 S4S '' ,,,,•''''' I il ,, T TT T II ixio S4S ,.,,, .1 , .i i 4 ......-- rnall111111111111 t t t I BEAD BOARD CEIUNG ki . . 1. . ts ..- II I I 1. A lati!a! ali,11011;=`,00 It ' , Mit linet , i --- (2) 2X4 MOD TOP PLATE CONT. 1 ..-• 4 ..„ i I . 1 A I adliblialli I 111.1.1.10i111011.11111111i i i 3/4- T&G PLYWD. (NAILED & GLUED) OVER 2X12 FLCKR JOIST 0 16" 0.C, ,1 i 1 ii i il I , I-1 I t 1 1 ii i r • III' i 1 i ili ..1.. ' * II I .. 0. ii i 1 MT illitv,ii Iiii arrimill "11 mt::::::::is:::01.1 6,1FRTH:11;oi si:DI; ir w fr h hi [.../ SIMPSON HURRICANE ANCHOR --"" - tifij R-30 INSUL W/ RING SHANK NAILS I ._ 3/8* THICK PERFORATED IIIIII HARDI-BOARD 1X4 S4S 4-2X8 BOX BEAM W/ 1/2 PLYWOOD z (..1 MTS12 AT EACH RAFIER 1X4 S4S -:*. 2K4 STUD WALL. W/ R-13 FIBERGLASS 1:::: 1/2* GYPSUM BOARD BAIT INWLATION BETWEEN DOUBLED UNDER PARALLEL WALLS ABOVE -. ,-, - .72 „..- I ---,,..---m ,,, , IRC SECT.a3o2 AND SST() 10-99 S THF. LENGTH OF SHEAR WALL NCT'-3°5* TIF0IGNEri, MINIMUM THICICNE"' ' 0 R —414 (......) z I- I zi i i,....0 II I — Id ion x 10* WOOD COLUMN Vt1/ CMST12 GALV. METAL COIL STRAP (TYP) II - 2X4 HORIZONTAL PURLINS 15/32N OSEI "TriEle MOISTURE BARRIER _,.. All Insulations fil Li 6 i a , 7 Ix I _ _ .., ... - - ONEAMINO l' Hoop riRcri-f-:'))4 IS/ 2 EXTERIOR SHEAR WALLS SSTO10-9@ SE'.7,1% 305.4.3. Windows arid doors shall not G ......., n D z 2 r\ < (f) 0 Li x LI 1.– -) < ixio SKIRT BOARD IIIIII SIDING wirpomme 5 4" DECKING rill ii II _ P. . 2X10 FLOOR MST 0 16" 0.C. :- -.: ;:- ... ...- - . Y I- iri"ifli L METAL JOIST HANGER 17 eS----"24-----aA°nmri:tePSniYEtanm:ejeirtr:ohtiVsTSCIle::Grcdrigtil°n -- _ i I . viii... ormitor7r=117„,......ami ......,imm.i/11111. . ... . ,., 1 .1., ,u, I' t!,1.10= 1 1121, UmtV 1:2: 3/4° T&Q PLYWD. (NAILED & CLUED) OVER . WWI IMO NON 1 .4/I be Installed near corners within INN, :17:noduinh3che°IStcutir:aal°::eeltaifilhf:sennthd:f. 187111aight' iimmairom Tinttili '11..q , • F ....... 0 0 7 f..._ )"-- ° r.\ j 10 11 7/8* TJ 360 FLOOR SYS. 0 le 0.c. W H (1)._. 4-2X10 . I 1 2X12 P.T. wo. PLATE ON 22 GAUGE ALUM. w/ R-30 INSUL. W/ RING SHANK NAILS TERMITE S-IIELD (CONT.) DOuBLED UNDER PARALLEL WALLS ABOVE Z W PA51 FOUNDATION STRAP PA51 FOUNDATION STRAP — (MUST WRAP OVER TOP (MUST WRAP OVER TOP D E OF BEAM) OF' BEAM) 0 in, ifiL"X CELLS 16" CMU PIER < ---) --I F-- FIL a VI/ CONCRETE 7 oaf ..,t, 0 1:0 SEAL 4 3/4" SAND FINISH I I 0 0 0 0 STUCCO 0 1 I I 0 1 I I 0 4 I , I I ......... 0 gi I 115 vERI RoD wi I mIN. 25 LAP 44 4 1 4" THICK. 3000 RSA. CONC. SLAB. REINF. W/ 6X6 :10 10 W.W.M. ON 6 MIL VAPOR BARRIER z, +1 3...10 , V. 14,111,' N ly‘ 4 ..../ .400 i, . 440r_r_... 4-.04.-7,_„ v.--__, :-11,..: 11.17:4%,..;14 . 110"4,4bIr'11611V4:V"Ilkpv■Ilip. Iv ' ' ' Iv ' 14," , f‘. io..1 .4 ir ■/4e4r - - - Asf I I 0 .."- 0 0 0 — Akis‘.. . , . . 44.4.4V*. .Sie4s, \.4.No' .4 444,,,No44- '. , , 7 tvi Vitaik***41%;*-4,-C 44,k/.4*AN • r ',SS It*, N4-. -4.14kiv- N. 4 Alkoos,... .44444,9 /4:40. , - Alt.:8 N:10fri.. 4torrA*,,4‘.ridS:ts„?40:41,140., \ .‘44°'*il'' : sl ,r47,14.4,4.844‘'‘\./ / ,>Ss#44,4*1/4444").*'S.4144./,`4.44:>-.V. i V .),N44*(e /'# •*"frk 4.4* /# /4,i1-4‘,-#A4,4,40N4,..*V44,4,, /* * #44(.,(A/k -,e/4/N:*,, 4*. -.,#. . . "94/ ,,e7wri#, .,9 .,,/ , .4,40',,,,,, ,m. • .."-wr. ,f 4,... t. r .„,„\-**A- ,. N... , ./.4‘,../.sto.:*,4‘. . „ ./******#*• ,*.ite,"***1,4,./44.4r \-„41,40,4444 ./.. -.44,40Nit4N / "rille ar Nfr N. V#H*,„(s,..4.** i , Ill , .4 4 11 I -.,,Y ,. . , 15 Rce o 32* 0.c. (2) #5 RODS (3) #5 Roos EACH WAY TERMITE-TREATED EARTH ALL * **** /* *****It .4..._ A N Nv ‘41■0414. * _ \ c il AI;clie',14.i.:1:9:4A,, a - PROJECT NO. DATE: MARCH 19, 2010 . SHEET NO. A BUILDING SECTION ' 401514.-lura ir", Al SCALE: 1/2"= 1 '-Cla IIIIIIIMIIIIIIIIIIINIMIMNINIIIIIIIIEIMIIIII 4 5 6 *7 a 9 10 11 12 13 14 1 5 16 17 19 19 20 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL REVISIONS , ASPECTS PERTAINING TO THIS STRUCTURE. (SIZING OF ALL JOISTS, RAFTERS, BEAMS, BRACING, CONC. WALLS, FOOTINGS ETC.) AND BE RESPONSIBLE FOR SAME. ANY DISCREPANCY SHALL BE REPORTED TO DESIGNER PRIOR TO PROCEEDING WITH WORK. DO NOT USE OR REPRODUCE WITHOUT EXPRESSED CONSENT BY RESIDENTIAL CONCEPTS. DO NOT SCALE DRAWINGS. P P 2 � N 0 (f) t • VI O Z to N N ' m CO d1' W ;.'. Cl_ z m C7 ro 41 III I Q El� iii IT l IT U — W w °co / 0 ' / _ O a Xw ^x a � U O Cl_ M IM LJ • m m ELECTRICAL LEGEND c N W N Q C/ W z Z SYM DESCRIPTION a L SINGLE POLE SWITCH L / W !bal U ❑ �3 THREE WAY SWITCH 0 w F Z cc n $4 FOUR WAY SWITCH I I I ( � a � t3 $D DIMMER SWITCH w V1 a N i`R REOSTAT SWITCH (SPEED CONTROL) ( � — IIIa � z � a c9 DOOR SWITCH �I V ) n z m 3 v DS T -W SURFACE MTD. LIGHT FIXTURE tn w II I I � I ! ,naa K \_/ II I ( iiii K I, 0 S /`,. CEILING FAN ' H , dim; RECESSED LIGHT FIXTURE (� MUST BE x P.�.R iy -0 WALL MOUNT LIGHT FIXTURE s M a a % t � >"e HEAT LIGHT FAN FIXTURE l `, 0tl l c,t1 -oc,tip .0.2 '1 F ff LUORESCENT LIGHT FIXTURE -0 )--0 DUPLEX RECEPTACLE 110V l J DUPLEX CEILING OUTLET 110V I I J — ; (v o 1 DUPLEX FLOOR OUTLET 110V J I 4 SWITCH WIRED DUPLEX RECEPT. / } N 220V RECEPTACLE I I 1 I — FLOOD LIGHT WATER PROOF 1 I , I I I (I) )^Q JUNCTION BOX I LAD LOCATE AS DIRECTED BY OWNER 1 / H / H Z WP WATER PROOF D.O. DUPLICATE ORDER 1 /i'" _ U1,, �- l O PHONE OUTLET 11 ! --, I -4T.V. CABLE T.V. OUTLET / I I 1 DC DOOR CHIME I I UNDER CABINET LIGHTING fl ` Z > I $ // 3c l / Q I I 6 —P— PLUGMOLD 110V I -0∎ I G Z SO SMOKE DETECTOR 1 \ I V ! �- 1\ � _ — Q _ _ _ II ! I PC 0 - i_ _ _ _ M , F PTO - - - F UPSTAIRS Z I J III \ I bN - - - - _ ` i / Fw E G _ \ = R AL ILIC I RICA \ OT- S � ` - - " -- E W 1) GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL FLOOR PLAN(S), ) O in FOR FINISHES, DIMENSIONS, VERIFICATION, ETC. 2) PROVIDE TELEVISION OUTLETS, LOCATE AS DIRECTED. _ 4 ) — 3) PROVIDE TELEPHONE OUTLETS, LOCATE AS DIRECTED. 4) PROVIDE PORCELAIN RECEPTACLES © CRAWL SPACE, LOCATE SWITCH AS DIRECTED, SEAL D D 5) PROVIDE THERMOSTATICALLY CONTROLLED ROOF MOUNT ATTIC EXHAUST VENTILATORS, LOCATE AS DIRECTED. 6) PROVIDE ELEC./BATTERY BACK-UP SMOKE DETECTORS, LOCATE AS DIRECTED.. 7) PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. C 8) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL C CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE 9) RUN TV Sc PHONE LINES PARALELL TO COMMON MAIN SOURCE. B 8 PROJECT NO. . DATE: MARCH 19, 2010 SHEET NO. A A GARAGE ELECTRICAL PLAN Al SCALE: 1/4"= 1 '-O" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 ID 11 12 13 14 15 16 17 18 19 20 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL REVISIONS ASPECTS PERTAINING TO THIS STRUCTURE. (SIZING OF ALL JOISTS, RAFTERS, BEAMS, BRACING, CONC. WALLS, FOOTINGS ETC.) AND BE RESPONSIBLE FOR SAME. ANY DISCREPANCY SHALL BE REPORTED TO DESIGNER PRIOR TO PROCEEDING WITH WORK. DO NOT USE OR REPRODUCE WITHOUT EXPRESSED CONSENT BY RESIDENTIAL CONCEPTS. DO NOT SCALE DRAWINGS. P P N ❑ z r� Z ' (rig O N Cl_N N z ° ICI �' � " i � ° U Li `° ' � z / ° ❑ X 1 ^'�" alai Li M O a � IA U ) � All I` alb c e kd l sct '. 0 to I $ „{ Z m g:omply with Tho I r1 i srni E`ino• ° to �. & Cede ath l 91, w N ' Georgia z Q 0w w w I H L - - - ..,,_ a[ t ir4 y W I.7 ❑ 0 . \ \ iVitiOT O , COY $ E a ❑ In 52" FAN _ $I MILIN '\ , ■ N ' 5J • I ' — \ III . aZ ° G43 i vs' Fit—--,• a., n ° i K ( 1 ` /* 1 I L - i .0 I I Q I — ---I K t, 0_, of?,c (.00 (ii) (11) o Cy _- - - 4- - X4.::1 - - — 1 -- =LECTRI CAL LEGEND - // , \ / / l SYM DESCRIPTION r } i 948 _ _ __ 1 ,- {� I i it Al}- Q _. ,\ / 0 - J SINGLE POLE SWITCH ( / $ / r i/ 53 THREE WAY SWITCH LL l' ` ( (/)ii I I �4 FOUR WAY SWITCH \\ \ c� \ L ,}�, ! W — $1) DIMMER SWITCH 0\\� �q v 1 `Fi I — SR REOSTAT SWITCH (SPEED CONTROL) D5 DOOR SWITCH '69- .- / (n �' SURFACE MTD. LIGHT FIXTURE 4 ♦/ - � I 1/ stn / / /,-_-.-_-_ -,-\.\ H Ij z H • u,� CEILING FAN / I \ \ /\ S R // 52 FAN LIGHT i 0 / (( \ \ +RECESSED LIGHT FIXTURE - - " - \ / / �� �`� i < <� 52 FAN/LIGHT U nc -0 WALL MOUNT LIGHT FIXTURE / / \ 5�7t ` ' ` d / - fl - < HEAT/LIGHT/ FAN FIXTURE $1 t-04;1 i;.s 0 volt batt b {/ \) / \ (I4I�EaCitS t i;£`t, 't e� itOI L k`tiB$'�? f"�aa' BCUriwGi f I 1 1 V LIGHT FIXTURE If // I ,\ \\ Located In nd outside such sleeping area,each tier i I ' FLUORESCENT G ■ / \ / - \ \ _ tT1 � 1 11 i 1 Z 0 DUPLEX RECEPTACLE 110V \ I l -©- CD i v \ 1 Q G :v: DUPLEX CEILING OUTLET 110V I 52 FAN/LIGHT ,0- \ I /4 / r G / Oi tt DUPLEX FLOOR OUTLET 110V ' ` _ ` N • 52" FAN/LIGHT , c� c� I j ,� .) • f- 4 SWITCH WIRED DUPLEX RECEPT. �� \ 0 �`�� �� �° t / '�( \ 1 \ I t \ _ o1 < S jN ( I I 220V RECEPTACLE 1 \ 1 I 1 , 1 1 1 P_( �' FLOOD LIGHT WATER PROOF \ 0}-f I ,\ / '�,, 0 - f (� r�� \ ,- - kF I protection r•required i' s JUNCTION BOX � � �� - - - - - � _- - - - - - — � — - - � ar3 , tD LAD LOCATE AS DIRECTED BY OWNER `�4 `�►_' In a� a N F - --•to(I) Tnu ttew-top F WP WATER PROOF / I / )---- (D Z • D.O. DUPLICATE ORDER / ill PHONE OUTLET I Dc 5', '' _ i I i ( , H.T.V. CABLE T.V. OUTLET / in DC! DOOR CHIME `� // \ /UNDER CABINET LIGHTING 'ÔFAN Si 52 FAN / (1J E —P— PLUGMOLD 110V ` __ — ' E W / Qm SMOKE DETECTOR -- — — -.'ri 0 0 it- L I I II L 1 _ < SEAL D C -- \ -- RA - L - C -RI CAL \ O I - S 1) GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL FLOOR PLAN(S), FOR FINISHES, DIMENSIONS, VERIFICATION, ETC. 2) PROVIDE TELEVISION OUTLETS, LOCATE AS DIRECTED. 3) PROVIDE TELEPHONE OUTLETS, LOCATE AS DIRECTED. 4) PROVIDE PORCELAIN RECEPTACLES @ CRAWL SPACE, LOCATE C SWITCH AS DIRECTED. 5) PROVIDE THERMOSTATICALLY CONTROLLED ROOF MOUNT ATTIC EXHAUST VENTILATORS, LOCATE AS DIRECTED. — 6) PROVIDE ELEC./BATTERY BACK-UP SMOKE DETECTORS, LOCATE AS DIRECTED.. 7) PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. - B 8) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL 8 PROJECT NO. CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE • - 9) RUN TV & PHONE LINES PARALELL TO COMMON MAIN SOURCE. — DATE: MARCH 19, 2010 SHEET NO. A A 1 ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN lam 0 A l SCALE: 1/411= 1i-0H A l 1 SCALE: 1/4H= 1 $-O$' ■ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 --....1 2 I 3 I 4 I 5 6 7 B 9 10 11 12 13 14 15 16 1 7 1 B 19 20 REVISIONS - CONTRACTOR =ALL MGT AIL TURNS/01W AND WROCTURAL 15/32" CDX PLrmoop OR REINFORCED CONCRETE MASONRY NOTES: GENERAL CONSTRUCTION NOTES: ASIPICTS PIRTAINING TO TWO SITIOLVITRLARDIRIO OF AIL JODITO. RAFTM3S, RIAU% BRUIN% CONC. WALL% POOTIDOW ITC. OSB SHEATHING AND RR REOPONSOUR ?OR alANI. ANT DISCOS2ANCT SOLID BLOCKING 0 48"0/c ALL BLOCK CELLS ARE TO BE GROUTED SOLID FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF AU. WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES. ORDINANCES, AND REGULATIONS OF BUIL INI =PORTED TO DISIGNIR PR= TO PROCIMONO ins imsw. . . , ,,,. i ,.., I, MEOW POMO= (FIRST TWO BAYS) 8d NAILS 0 4"o/c BLOCK IS SCHEDULED TO BE REINFORCED OR NOT AU. AUTH0FallES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. COMMIT -. -"r." 4"---Tv .7-.P. •-7 •"'. NCI SCA= DRAWINGS. . P OMPRESS CONCR BLOCK MASON UNITS SHA CONFORM TO M C90, GRADE N, W A NIMUIA CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. DESIGN CRITERIA 2006 NTERNATIONX. RESIDENTIAL CODE ETE RY LL ASTITH MI CIVE _ ____ ..._ __ ... .___ .. ... __. _ . STRENGTH F'rn = 2400 P . CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY FOR ONE AND TWO FAMILY DWELLINGS 1 I --Y1"::4'4MP i i i H A A FUNDING INSTITUTIONCOPTES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. 1. FLOOR DEAD LOADS: 01N (.,Dzi-----CI) .....u:rt ill:mt‘all a:lc hr)i:5 i MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270. TYPE "S". GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. PARTMONS 20 PSF r -I GENERAL CONTRACTOR SMALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES FIXED EQUIPMENT ACTUAL WEIGHT -r HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING 2x4's or 4X6'S STUD GABLE END A A TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. FimsHEs ACTUAL WEIGHT 0 1 6”o/c (SEE PLAN) ROOF OVERHANG ASTM A116. CLASS 1 OR CLASS 3, OR ASTM A153, CLASS 8-2. FURNISH PREFABRICATED CORNER AND TEE UNITS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WM1 STANDARD BUILDING CODE OSHA. ADE AISC AND AITC 2. FLOOR LIVE LOADS: ta til IS CODES AND REQUIREMENTS AND ALL APPUCABLE STANDARDS. HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED UVING ROOMS 4-0 PSF ' VI GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL MECHANICAL, ELECTRICAL PLUMBING AND VENDOR SLEEPING ROOMS 30 PSF (1 0 6 fi : El BY MORTAR. DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. ATTIC W/ STORAGE 20 PSF -.A. ATTIC W/O STORAGE 10 PSF 1.1-1 __I r7i 1 m 8 CENTER 2x BLOCKING REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS. rtl 0 sa re DECKS 40 PSF 0 --1 44 w 2x BLOCKING NON DIAPHRAGM CEIUNG x, 1,,; r.. ON SHEATHING JOINTS (SEE ARCH. WALL SECTIONS) 15/32" CDX PLYWOOD OR OSB SHEATHING VERTICAL MASONRY WALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE NOTES FOR VERTICAL REINFORCING DETAIUNG, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN) AT DOWELS AND SPUCES. VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS (#5) AND HOOKED AT LINTELS. CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH rc=3000 PSI IN 28 DAYS. REFER TO CONCRETE NOTES FOR CONCRETE MIXING AND PIACEMENT REQUIREMENTS. SUBGRADE PREPARATION NOTES: REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS RESULTS AND SOIL PREPARATION REQUIREMENTS. PRIOR TO CONSTRUCTION, ALL. BUILDING AREA, PUJS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF AU. VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DEBRIES. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN-OFF. IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN. PLACE. 3. ROOF DEAD LOAD: BALCONIES GUARDRAILS & HANDRAILS ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEILING 60 PSF 200# 2.0 PSF 2.0 PSF 6,0 PSF 9.0 PSF 5.0 PSF 5.0 PSF 1 : 6 0 D to 0 4 u tP) RI FIXED E.QUIPMENT ACTUAL WEIGHT _1 (h CONCRETE AGGREGATE WILL BE 1/211 MAX. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER. U r4 BALOON FRAMING - PREFERRED METHOD METAL ACCESSORIES FOR use IN EXTERIOR WALL CONSTRUCTION SHAU- BE HOT DIP GALVANIZED AFTER ANY UTILITIES THAT UNDERLIE 'THE SITE, SHOULD BE RELOCATE:0 AND THE TRENCHES BACFILLED V/ITH APPROVED SUITABLE BACKFIU. SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED 4. F UVE L : TRIBUTARY AREA: UVE LOAD: < 0 GABLE END WALL FRAMING (PER FIG. 305J) FABRICATION IN ACCORDANCE WITH ASI)A A 153, CLASS B-2. TO 95% DENSITY IN ACCORDANCE VOM4 ASTM-0-1557. 0 TO 200 SF 20 PSF I- > It N O T T O S C A L E M E T A L ACCESSORIES F O R USE IN I N T E R I O R W A L L CONSTRUCTION S H A L L. OE MILL G A L V A N I Z E D IN ACCORDANCE wim THE EXPOSED S U B G R A D E UNDER F O U N D A T I O N S AND SLABS WILL BE THEN L E V E L E D AND C O M P A C T E D. 201 T O 600 SF L r 1= 20 x R i L Z at I f3(1 04 1 t. ASTM A 641, CLASS I. ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. Ri = 1.2 - 0.001 At Z -s. z COMPACTION EFFORT SHOULD CONTINUE UNTE. THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF (400 SF 16 PSF) 1±.1 WWI •oal I". 3 ID 95% IN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE OVER 600 SF 12 PSF FOOTINGS AND SLABS. 0 in w 15/32" CDX PLYV/OOD OR ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE 5. WIND LOAD: OSB SHEATHING WALLS. FLOORS AND ROOF FRAMING GENERAL NOTES THE CAUSE, IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, 'THE AREA SHOULD BE 3 SECOND GUST WIND SPEED V33 = 130 MPH UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS (FIG. 1609) SOUD BLOCKING 0 413flo/c DENSITY (IN ACCORDANCE WITH AVIA D-1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE La (FIRST TWO BAYS) 8d NAILS 0 4"o/c COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES ACCEPTABLE SOIL THE AREA SHAU. BE AERATED OfR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED EQUIVALENT BASIC WIND SPEED V fm -- 110 MPH ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO STANDARD BUILDING CODE AND AITC MANUAL FOR DENSITY. (TAB. 1609.3.1) L.j j(;) 101 j ;mod 2! :008 K ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN. FREE DRAINING SAND WITH A MAXIMUM OF ROOF NET UPLIFT - 20 PSF i A A 1111111r-11IIIF BORED WITHOUT ARCHITECT'S APPROVAL. 15% FINES. THE FELL WILL. BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIES.ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 8 TO 10 INCH THICK LOOSE UFTS AND COMPACTEDTO 95% DENSITY IN 6. SEISMIC CRITERIA: (2003 IBC - SECT. 1615) ACCORDANCE WITH ASTM-D-1557. r THE ENGINEERING OF FRAMING MEMBERS IS BASED ON NO. 2 SOUTHERN YELLOW PINE. FB so 1200 PSI, SITE CLASSIFICATION: SITE CLASS "D" J E = 1.200,000 PSI. SUBSTITUTION MUST BE APPROVED Elf THE ARCHITECT BEFORE USING. THE DesiGN SOIL BEARING PRESSURE IS 1500 PSF. AVERAGE "N" VALUES: BETWEEN 15 TO 50 ff lil 771 2x4's or 2x6IS STUD GABLEA END A 1 0 16soic (SEE PLAN) SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S i = 0.3 X ROOF OVERHANG ALL CONNECTION STEEL ANGLES. PLATES AND BOLTS AT MASONRY WALLS SHALL. BE HOT DP GALVANIZED IN CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: SITE COEFFICIENT VAUJES; F0 = 1.1, Fy = 1.8 0 W Cr (SEE ARCH. WAII. SECTIONS) ACCORDANCE WITH ASTM A-153. d 7. LOAD COMBINATIONS: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED DL + LL 100% BASIC STRESS ALL LUMBER IN CONTACT WM1 CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS Will. BE OTHERWISE L Li p( 2 CEILING JOISTS SHEAR TRANSFER: PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2. DL + WL 133X BASIC STRESS (SEE ARCH. EITHER NO JOINTS IN SHEATHING MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE 'TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORII4NCE WITH ACJ 306, FOR HOT WEATHER IN DL + LL + WL 133% BASIC STRESS 0 WAU.. SECTIONS) OR USE 1 6" FATS STWS 0 1 6"0/0 ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET ACCORDANCE WITH AO 305. THE REQUIREMENTS OF PS1-83 OR APA PRP-108. ALL PANELS PERMANENTLY EXPOSED TO TH - --,___ W Z 0 ):* WILL. BE CLASSIFIED "RaERIOR". APPLICATION WILL BE IN ACCORDANCE WITH RECOMM f,_■ . S---0E-THE AMERICAN ' CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO SUIT WEATHER . ,.- PLYWOOD ASSOCIATION. ALL 0S8 BOARD SHEATHING Will. BE *EXTERIOR GRADES a 3:'.- 1 INTERIOR WALLS CONDMONS AT THE TIME OF CONSTRUCTION. I- H CEIUNG DIAPHRAGM ) 15/32" CDX PLYINOOD OR \ WALL AND ROOF SHEATHING WU. BE NAILED WITH 8d NAILS (TWISTED , i ) 3-0/c AROUND EDGES AND 6"0/0 IN nap WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR H 0 7 CliOUTY OF CONCRETE OR CONCRETE SURFACES. ..:::: OSB SHEATHING PER SSTD-10-99 CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR - 4CTURE AND ITS INDIVIDUAL MEMBERS SO - 1!ICRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES 0 ?-') Z 1--- H ,.., SECTION 306.3 • THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. ,------ INI ENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPUCATIONS. TROWELED FINISH FOR EXPOSED INTERIOR THE STRUCTURE IS DESIGNED FOR A COMPLETEDNDMON ONLY ANDTHEREFORE REQUIRES ADDITIONAL_---- SURFACES. NONSUP. UGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. WINDOW AND DOOR DESIGN PRESSURE RATINGS ft] W 0 (2) 2x6 TOP PLATE OR • (2) 2x4 TOP PLATE 2x4's OR 2x6's STUD WALL 0 1 ro/c SEE PLAN ( ) PLATFORM FRAMING - ALTERNATE METHOD 'TEMPORARY SUPPORTS TO MAINTAIN STABIUTY BEFORE COMPLETION. ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED• PRIOR TO TEIAPORARY BRACINGS ARE REMOVED. TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL 144EET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND UNES AND UTIUTIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE UNES SHALL BE CARRIED OUT WITH EXTREME CAUTION. UNLESS OTHERWISE NOTED, ALL. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A015, GRADE 60. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM PER 2006 INTERNATIONAL RESIDENTIAL CODE DESIGN PRESSURE VALUES USTED IN THE TABLE ARE IN POUNDS PER SQUARE FOOT (PSF) 3 SECOND GUST WIND SPEED V 38 130 MPH 0 3 7 3, G _ (f) L W N. 0 ,I r-- 1 < MEAN ROOF HEIGHT (MRH) INLAND LOCATION (EXPOSURE "Bi) GABLE END WALL FRAMING PER FIG. 305K) NOT TO SCALE TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP-661 LATEST EDMON. ALL BAR SPUCES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS. PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. (MRH) 15' 20' 25' 30' ZONE (4) ZONE (5) DP 35 DP 35 DP 35 DP 45 DP 45 DP 45 DP 35 • 45 --- [35. DP 35 DP 45 / iy )_... F iflill 94: 2x4's STUD WALL 0 16"o/c (SEE PLAN) SIMPSON PHD5-SDS3 HOLDOWN OR SIMPSON HTT16 HOLDOWN W/ 5/1311 ANCHOR BOLT i CI e II.-=4 •••■,... WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END. LAPS AND BE WIRED TOGETHER. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE 'TIED IN PLACE. PRIOR TO PLACING CONCRETE, HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. REINFORCEIAENT SHOWN SHALL BE USED AS DETAILING GUIDE, PROVIDE RE-BARS AS REQUIRED TO SUIT SPECIAL CONDMONS. CONTRACTOR SHALL COORDINATE Mar ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE 40' 45' 50' DP 40 DP 40 DP 40 ,. _45_,-, 0 DP 50 DP 50 MEAN ROOF HEIGHT (MRH) OCEAN/MARSH LOCATION (EXPOSURE ''C") (MRH) ZONE (4) ZONE (5) e W ] (f) 1--- Z 1 W W 0 , < 1 -I I- (EA. CORNER) 0 REQUIREMENTS AND THIS DRAWINGS Ito FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED ........„,.... 15' DP 40 DP 50 I 20' DP 45 DP 55 -,--, AS REQUIRED FOR WORK SEQUENCE \ 25' DP 45 DP 55 , * SEAL D a 0 \ \ 30' DP 50 DP 60 o ‘,..1.-. 4.4. 35' DP 50 DP 60 WALL ANCHOR BOLTS I p \ SEE TYPICAL SILL PLATE DETAIL co \ 40' DP 50 DP 65 1 \ 45' DP 55 DP 65 . ....r., ...--4 111131111111111111111111C111111 2.. .... CDX PLYWOOD *01R'--6"o/c 12" MAX. 47 (CONCRETE SLAB FLOOR) ..-- ZONE (5) 11‘11111 .--k, I ...- \ ill ZONE (5)I ZONE (4) 50' DP 55 1W 65 :1,.,, i44:"{,\M 04(34' Z. \ p OSB WALL SHEATHING (2x41s WALL, MONOLITHIC SLAB) WALL ANCHORAGE AT TYPICAL 90' CORNER SCALE 3/4" ra 1'-0" ZONE (4) 4 ZONZ (5) ZONE (5) WIND PRESSURE ZONE DIAGRAM B PROJECT NO. DATE: . NOT TO SCALE MARCH 19, 2010 SHEET NO. A A. a - i a 4 5 6 7 B 9 1 0 ii 12 13 14 IIIIIIIIIEEIIIMIIIIIIIEEMIIIIIIIIIIIIIIIEERIIIIIIIIIIIIIIIIIIEIIIIIIIHIIIIIIEEIIIIIII 20 • IIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIEIIINIIIIIIIIIMIIIIEIIMIIIIIIIIIIIIIEIIMIIIIIII 5 6 7 1111111111101111111111111111111111E1.11111 10 11 12 111111111111M111111111 14 IIIIIIIIIIMOMIIIIMIIIIIIIIIIIIIIIEIEIIIIMIIIIIIIIIIIEOIIIIIMIIIIIIMIMEIIIIIIININIIIIIMIIIIIECIIMIIIIII 20 1111\ / (2) 2x6 TOP PLATE ROOF RAFTERS (SEE ARCH. WALL SECTIONS) AT 16"o/c • CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) HURRICANE CUPS AT EA. RAFTER =TRAMS MAIL =FT ALL DIVINSIORS AND STRUCTURAL REVISIONS AMUR) FIRTARUNG TO TIES STRUCTI3124SIZINO OF AU.RArr . AND RR IMAPONSIBIR IC* SAARI. kill DIMSRIPANCT EMAIL Id REPORTFO TO WM=MR TO PROCREDIRO WM WORL ,,. ,,,, °I:3 3,' '3 14" '13,.' IITMOIIT =MUMS COMM - 17=71z`r-.71 orir`i.'z-r- ''. HG? EICALII ORANDUIS, CDX PLYWOOD OR I III if L.to: lilt I OSB ROOF SHEATHING (ailliH_ , p9 ezr-97 (SEE ARCH. WALL SECTIONS) N =II 11.11111111 III III CDX PLYWOOD OR OSB WALL. SHEATHING (SEE ARCH. WALL SECTIONS) (2) 2x4 TOP PLATE ROOF RAFTERS (SEE ARCH. WALL SECTIONS) AT 16"o/C HURRICANE CUPS AT EA. RAFTER ca tri tt w ei . 0 Y Y I T t H 7 71 CL 0 z -.. : i t ill.nllr V A A I.: j! 1 A A 4. .*110W//IIWAIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIF.II.IIIIIIIIIIIIIIIIII 3.1111.31/1/ 111/1//811`11r3M11111•1111•IMIrillr.111111M11111111111111111.-31V"11111111111101111 A ffr.............., Li ,i fl it LI g (SEE ARCH ARWPALL:0,SOWHDAE SHEATHING OR I N G FISP4 ;LATE TI III OSB SECTIONS) ai Ai it C2 ......Ii al @ CORNER JACKS EA. SI UD ow 2x6's WALL STUDS 0 1 6"6/c .4 . .. I X A 1.11 ‘ tt it'll...0m IL IA. 0 i = riNNENraiMMIKI 0 a. gi :MINK III'llIll•lIllrZ'IIIIIIIIIIIIr• r' .t.34/NOWIMIN/4~,*',143,I 41 1'111111111111111111111411441W,I1* .11 is, s• -kb : .!' Z : I i 0 4 * 4 HEADER I Or is PI (SEE SCHEDULE) * SP4 PLATE Ti • 0 2x4ts WALL ST DS 0 1 6"o/c 1 n/ BLOCKING 1 CORNER JACKS -\ \s EA. STUD CIYIP; I .,N.. 2x6 BLOCKING [ \______ .... SIMPSON CORNERY STRAPS WINDOW OR DOOR OPENING 4.. I.ENTH STU2x6D8S __I E‹ P r..••■•■•■•■•.1 • ..4 ................, 4+. *1 HEADER :11 gs\_(SEE SCHEDULE) SIMPSON CORNER' 1 ommoom.. 0) z o ' U < 0 1 f- 7 z 0 (.) Z : Lew ra 0 t3 v I 1.11 ° 3 5 13 STRAPS III P 0 0 (.1) p. HEAD(SEEER scSTUHEDuDS LE) II W w "I 2x4 BLOCKING (f) 2x4 BLOCKING ....) (7) ow 24 1 i U la ir r4 -i "----" 7"----"---4 if.......... Li in tig ; K Fr (Y) -iti. WINDOW OR DOOR OPENING TH STUDS .-.1 < cc K c,,. t.... - • 2x6 BLOCKING (2) FULL\ LENVH STUDS 2x6 BLOCKING -if... ,..,11,.. RIM HEADER STUDS (SEE SCHEDULE) di ff ).... II II 4. < Li 1 . II II FLOOR FRAMING cc) III 1 — 2x4 BLOCKING wiaj j 0 W tv° u.. ft Iii 11.( g IR 2x4 BLOCKING (2) FU LENO-H STU I ' i . . . I ,- mmiumomowmw . p.- — -Tr. ......... I I Lii ________ _____________ _ _____ ____ 1 ; i 11 Mil I 1ii I i i IIIIIIIIIIII, ! :f NNW 1111111111111/11.111 II L 1 I i . r......• E ° AMMMOMMONIMi 7:1MIMMISIMON i I I I I 1 i 1 1 Li Z (i) >: , , , F- SIMPSON CORNER H STRAPS - " --7 Z SIMPSON H1T16 HOLDOWN OR (P.T.) CONT. EASE PLATE SIMPSON PHD5-SCS3 HOUYOWN Z Z.- (I) (13 W/ 5/8"0 ANCHOR BOLT ,...f (EA. CORNER) THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY 5/8$0 ANCHOR BOLTS SPACED THE CORNER STRAPS WILL BE I. _. -, .. .t. - . - • .. - - I 111111111111•1111 a MIMI 111111111111.111111111111•111111111111 '- EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE PER CODE W/ 3"x3"x1/8" SIMPSON TP 35 W/8-8d NAILS — I I SQUARE WASHER & NUT OR LSTA-9 STRAPS (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) 2x4 (P.T.) CONT. BASE PLATE OR HH-4 CORNER CUPS 0 i Z 2.4, SIMPSON HIT1 6 HOLDOWN OR SIMPSON CORNER/ - STRAPS G TYPICAL WALL ASSEMBLY DETAIL SIMPSON PHD5-SDS3 HOEDOWN 5/611 ANCHOR BOLTS () ij[... (26's WALL, WOOD FRAMED FLOOR) SIMPSON HURRICANE CUPS AT EA. RAFTER WILL BE W/ 5/801 ANCHOR BOLT (EA. CORNER) AT 18"a/c W/ 3"x3"x1/8" SQUARE WASHER & NUT 6 — :4* THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY (.1") --1 NOT TO SCALE (1) H6 CUP PER RAFTER EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE . i < , (USE APPROPRIATE nrnws FOR DOUBLE STUDS, RAFTERS Ere.) THE CORNER STRAPS WILL BE: '"-- Eil I SIMPSON TP 35 W/8-8d NAILS 0 OR LSTA-9 STRAPS ih ROOF RAFTERS (SEE ARCH. WALL SECTIONS) 15/32s CDX PLYWOOD OR —YPICAL WALL ASSEMBLY DETAIL OR HH-4 CORNER CUPS i„,*,` F AT 16"lo/c OSB ROOF sHEATigNo AI u (sE.E ARCH, WALL SECTIONS) (2x4's WALL, MONOLITHIC SLAB) F VI Z SIMPSON HURRICANE CLIPS HURRCANE CUPS NOT TO SCALE AT EA. RAFTER WILL BE .> 10 < SIMPSON NIT16 HOLDOWN OR ill AT EA. RAFIER 15/32" CDX PLYWOOD OR SIMPSON 1.0A HOLDOWN j W/ 5/6"gli BQUS MB ROOF SHEATHING (1) H6 CLIP PER RAFTER .— SEE ARCH. WALL SECTIONS) V) W n t (E . coRNFR) r , 1114, A , 1 , 1 A SEE NOTES FOR IMMO+111W01110V111110'•le,eaa 1 AMIN0111W••.11111111111MMIIIIMMI• .4101■11111011111111 V' .1•11111•11111 Ols,0 It •111111■10111..IV 111■11 , NAILING PATTERN Z .... 0 aalanalLaale a INC MOM * allININSIMINalat ilaIMINNINNIN MIONIM MI.31 MaaaNaMaa a MUM .il 15/32' CDX PLYWOOD OR lirel I OSB WALL SHEATHING E I - Aiii.. .---- E 0 R p, K A T E 3: 11111 ill 1 (S ARCH, WALL SECTIONS) .- A. STUD - 1 il I 1 1 MINIMUM WALL AND HEADER STUD REQUIREMENTS PER SSTD 10-9m9AxT:umLEHEA030ER5CSPAN (FT.) 4'-O" 44114111144111111P' ' I OiliFir '411.11ftotio..,' ir- I . 41111010F/' 4441%014,00, . . (2) TOP PLATES SIMPSON HURRICANE CLIPS (EA. RAFTER) I 15/32" CDX PLYWOOD OR 6/81'0 ANCHOR BOLTS SPACED '3' . H0073:* MPRIN°j* EMPENR CODE W/ 3"x3 xi 0.---- ‹f I --I I— SEAL "ilk HEADER ._t ii WALL STUDS 0 Troia , . (SEE SCHEDULE) • D D iNSIPSWONoRCOIERR OSB ROOF SHEATHING .. /8.. T.O.F. ULA0RENG WASHER & NUT 3 ft 6 ft 9 ft 12 ft i....., . .4.440.(SEE ARCH. WALL SECTIONS) NUMBER OF HEADER STUDS AS REQ.°. I SUPPORTING EACH END OF THE HEADER • x 11/ ':71 I' 4 mom I ) FULL LOOM snips 1 1 2 1 2 -44 ...., 5/813 ANCHOR BOLT 13" LONG (9 i HEADIER STUDS UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS SEE NOTES FOR NOTE: ANCHOR BOLTS MAY BE SQUARE e z (ssE SCHEDULE) NAILING PATTERN EPDXY SET MS IF PWIVIDED AFTER SLAB : iQ( . :i,,,,,, C WALL HEIGHT SPACING AT EACH END OF THE HEADER THE CORNER STRAPS WILL BE: SIMPSON IP 35 w/a-431i Mils 10 FEET 41-0" IIIIIIpll 4111411.114,11 TYPICAL SILL PLATE ANCHOR BOLT DETAIL ..., \ 0 OR LSTA-9 STRAPS OR LESS 16Noic 2 2 3 3 OR HH-6 CORNER CUPS ' i NOT TO SCALE (2) FULL LENGTH . I' — gimemorog. ■•■■■000. GREATER THEN 1 .11- 1 UPSON KURR/CANE CUPS 10 FEET 1 6"o/c 2 2 s 3 3 IILP AT EA. RAFTER WILL. RE II I I (1) H3 CUP PER RAFTER 40,1144.491, , Ai I a . DOOR AND WINDOW HEADER SCHEDULE; (WALLS 2x6's 0 16" 0.C.) A, 8 ik jiiii I II . .. ..........„j.......... ......., 1 PROJECT NO. 1 , (3) 2x13's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4?-0" OPENINGS - ""IIIIMPIP-5 g g - :. I I 1 1 (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'-Q" OPENINGS 5/81/ ANCHOR BOLTS I (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 1 OPENINGS C IN WALL AND ROOF SHEATHING WILL BE NAILED WITH fIci NAILS (TWISTED SHANK) DATE: AT 1Voic W/ rxrx1/8" 3flo/c AROuND EDGES AND 61"0/ FELD SQUARE WASHER & NUT (P.T.) CONT. BASE PLATE PROVIDE SHEATHING SPUCES OVER BLOCKING OR FRAMING MARCH 19, 2010 (RF) TYPICAL WOOD FRAMED DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's 0 16" 0.C.) SIMPSON iffn 6 HoiDowti OR THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEAR. RESISTING RIGID FRAME 5RIMPSON HD5A HOUNDWN SHEET NO A W/ 8/8*. MOOR EMT (2) 2xfi's W/ (1/2) PLYWOOD FILLERS FOR UP TO. . (-0" OPENINGS A SCALE N.T.S. (EA. CORNER) (2) 2X10'S W/ (1/2) PLYWOOD FILLERS FOR UP TO 81-0" OPENINGS SHEATHING NAILING PATTERN a mg z (2) 2x12's WI (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS NOT TO SCALE IIHIIIIIIIIMNIIIIIIIIIIIMIIIIIIEIIIIMIIIIIIIIMIIIIIIMIIMIIIIIHIIIIIIICEIIIIIIIII S 6 '7 a 9 10 11 12 13 14 15 IIIIIIIIIIIIIIUMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIILOIIIIIM 1 9 20 REvISIONIta 0 I 1 111111111M11111111111111111111111111310111111111 4 5 6 1 7 I Et 1 9 -1 ID I 1 1 I 12 1 13 1 14 1 15 1 16 111111111111111.M11111111111111.11T.311111111111111 1 9 20 CONTRACTOR MALL mum Au.DINETSMOM AND "IMMORAL AMMO IIIRTAINING TO MSS STREMTVISE.,13=144 OF AIL MT , RAMS& DROOL =ACM CONC,. wA128, FOOTINGS ITC. AND IM TODEOMMILEI FOR SAW ANY IOXIMPANCT SRAM BE REPOIMED TO MOIR FMOR TO PROMOING cm= sir --,-:-47-3.---rf -.7--;,, 7- 7, win mai Diana& P 00 0 :. wee mar„„ i„ ,,,, ii, ,, . ,,...,i.,. lartum sulassm COX PLYWOOD OR COX PLYWOOD OR OSB ROOF SHEATHING ROOF RAFTERS HURRICANE CUPS AT EA. RAFTER OSB ROOF SHEATHING . HURRICANE CLIPS F— . . 7.,..:;': . vz cizm ; i° N (SEE ARCH. WALL SECTIONS) AT 1 6"o/c (SEE ARCH. WALL SECTIONS) ROOF RAFTERS AT EA. RAFTER AT 1 6no/c et at • (..1. 0* I 0 fi 0 Is Li _Ain a ...... Ti re (2) 2x4 TOP PLATE / el itib- ll'h i ...MX3VIIIMINIIIM 01 in monimiliiitirn- craqiiiiirimilMCWINOW:.740Immliwta." V d III Oil 'a! 113 /A 11 IF v ik /TA illl II iii III ell ,..r.......CM1 smommont rrity row 4 mitt vs 3 NI•MIMS rir x I as,ammo rx x x tar t ammo r t tanommt tirriammontrI spasms= v.1:. •It MIIIMIIYAIM*11111111111111*MA771.1110101111111111111111114V:7 YAM it 11111111111111.111VCS J itaita/N/Mat:7:Yall11111111111•111*A-I-YAINIMIN I ... RSP4 i LATE TIES li crok, . ..• (2) 2x6 TOP PLATE I I I I I eh /A II eh III ti'll11111111111111111111111111111tIZ*21111111111111111111111•11Y2X1111111111CTII tr.:1-74-T:stimortimmx=7.aommouratt:Ar: P .1, I I 11111111 V r till VI • eli ilk 111 11 iiik .. elk /A ... it itifi 111111111,4:=YJC7.17:71111/1111111111111R 611211111101=1111111r1111111111111M17.7J71111111111111ML‘=;7217.1 ‘=3*simienimori:riemormoC=7/a/S/NOM am rum anomemsrxr•Immomprr Ill AIM 1*Of VIT-Illit•1•1111111111111 MUM i ammultIXrt NO 0 minitt t t 1111111111•11111111111111X2X111111111111111111111111*CM11111111111111110 I RSP4 i LATE TI*. A. - (TP I , I oz fi ,...,, 0 g• re s... . (.....) —142 ii2 V ,..... 1 x 4 EL U. Ci in DI 41 a e i, _I fy N • I i t i < , HEADER HEADER Li z ) W ) ; t (SEE SCHEDULE) 2x6 BLOCKING --„ (SEE SCHEDULE) MOMIWOMMOMMOMMAW W1 W.A. M 1........ ................. WIWWWWWWOO (I) Z 1 NW --- (i) Z M ort 114 LI 0 0 CDX PLYWOOD OR SIMPSON CORNER I= 0 CDX PLYWOOD OR Z SIMPSON CORNER 17-- 0 :1,14 i io OSB ROOF SHEATHING STRAPS LI OSB ROOF SHEATHING STRAPS 0 LI L., (SEE ARCH. WALL SECTIONS --I (SEE ARCH. WALL SECTIONS) s 0 14 U1 (2) FOIL NGTH STUDS -1 (2) FULL 0TH STUDS --i —I A'Ato *so / (2) F LL LENGH STUDS / WINDOW OPENING HEADER STUDS /7"-- (SEE SCHEDULE) .7"- ,..1 < ir D ' 0 ce < w w 2x6 BLOCKING -,.., .\, ..i.NNN (2) LL LENGt STUDS WINDOW OPENING HEADER STUDS .7--(SEE SCHEDULE) 777- < ....1 < 5 -- (.3 ce tAl Lai LI 4 2 is (f) 0 't fil 5 g LI t GI a K i...z Lai (1) to, En II WOW IWO-MOW MEW WOO MOW 0.111%.MOMIO WOW WOM Ali L r _,__MOMM1WOM MOW-11■-WO4 'M 2x4ss WALL STU'S 0 I 6flo/c -,-.--.4,. ....................._--.). ..F.. ....... ...... MINOM --- OW -*"'''''"'"'.''.."4""'.....'..."'"'*"4 =I•r'7...m. 2x63 WALL siu 0 s o 1 6Noic 0 W ct 1 3/4" PLYWOOD •e R , 3/4' PLYWOOD 'LOOR $.1 0 Z z h w fy 0 '2 2x4 BASE PLATE --. SIMPSON CORNER-\\c, ''' 2x6 BASE RATE SRC-SON CO 4ER.4( V SWAPS _ FLOOR JOI ' 0 1 6woic ic - FLOOR JOI ''. 0 1 6*o/c I! W IA. (SEE PLAN) (SEE PLAN) .... 0 Er § -N.. 8 . m . , zikliSWPS 04 - . -.. ../` 1.. ; , 4 N Ili 11 1 1 -1 1 S- IA k i 11 ) 1 li II iit ) ) 1 (...) -3 i 1 i i tX ai/ PP- H W , , .,,,.:gili ito al1111111111111•111 :1•11111111•1101111•111111111110:IMMIIIIIIIIIII+ill% 14 Z a N.\ Z . ; . . . P- CORNER JACKS-- I 2x4's WAU. STL DS 0 16so/c o I.- CORNER JACKS I 44411 1 I 2x6'a WALL DS 0 1 6waic 7 1,-- (2) 2x4 TOP P . RSP4 juLATE TIES' I Lo (2) 2xEl TOP P . RSP4 i LATE TI . (f) 0 id t.,) -1' - LI 1 ail MEL ■ i II ' t f I HEADER 4 t 4 I CO HEADER lc ,t. .4. (SEE SCHEDULE) , (SEE SCHEDULE) + 4. t. 0 II IN ....., _ .c...-.........,,,--,-.=.0 .....--=.47-......4 0 _ ..7.. __3.,,_._ ....._......?4..................4.........__ ——-44...........................÷............_...........*- _ 4___,. ., tn t3 WWCi 3 011) ,....,2°.' , z . ._i b i SIMPSON CORNER o 0 SIMPSON CORNER 0 1 < STRAPS 0 STRAPS 14.1 14.1 gn W 2x4 BLOCKING 2x4 BLOCKING 2x6 BLOCKING 2x6 BLOCKING _4Lr' I I -7:C' ft: 0 .... ....,,, 10 WINDOW OR DOOR : -4. WINDOW OR DOOR ..._1 < OPENING (2) FILL NGTH STUDS OPENING (2) FLIT. NGTH STUDS ce F 1- F AI /VT-- HEADER STUDS cOs HEADER STUDS X W -7 .f..._ 7- (SEE SCHEDULE) I i (SEE SCHEDULE) 0 ce° re ---- _ .....= _ . - 42r 7 ■ ,-........-.... ) ........... < 11) _I 1 •La3 La U) 4.1 Lai M. // "-- \\___ V) w 6 1 _ , , 2x4 BUCKING-///f (2) FILL LENGTH STUD 2x4 BLOCKING 2x6 BLOCKING-1 (2) U. LENT SnMS — — — — 2x6 BLOCKING F : W E Now..... vomommoo. I 1 1" ".. '..1 I- omwm mom MIOOMMOMMO 11— —II— E 0 : II II II 11 E1 1 I I F L O O R FRAMING I I I I FLOOR FRAMING .... :-:\ , I I I I 11 . . - . - I I 1.1 * r ... „ , I ; , , D, 1 . 1 M II t ,1 , ... 11 '( ti li, i A t Ick/e/r/ I SEAL• I INI__ I - I 1 [..-D (1114(444/:::1:1):11 >: I : I I 1 LI 1, st 4, \ SIMPSON CORNER SIMPSON CORNER • , STRAPS STRAPS SIMPSON HTT1 6 HOLDOWN OR \\I- (P.1.) CONT. 13ASE PLATE SIMPSON HIT1 6 HOLDOWN OR (P.1.) CONT. BASE PLATE 1/01, SIMPSON PHD5-SDS3 HOLDOWN SIMPSON PHD5-SDS3 HOLDOWN W/ 5/8'4 ANCHOR BOLT W/ 5/81) ANCHOR BOLT , (EA. CORNER) 5/81:i ANCHOR BOLTS SPACED (EA. CORNER) 5/81/ ANCHOR BOLTS SPACED C PER CODE W/ 3ex3"xl/8" THE CORNER STRAPS WILL BE: PER CODE W/ 3"x3"x1/6" SQUARE WASHER & NUT SIMPSON TP 35 W/8-8d NAILS SQUARE WASHER & NUT OR LSTA-9 STRAPS THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY ..-_. THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY OR HH-6 CORNER CUPS EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE 4 * EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) Itt (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) SIMPSON HURRICANE CUPS , -.--, „. AT EA. RAFTER WILL BE ,,ix % •, 6„ e , B (1) H6 CUP PER RAFTER 9 c TYPICAL WALL ASSEABLY DETAIL PROJECT NO. TYPICAL WALL ASSEMBLY DETAIL x1-1-'s WALL, WOOD FRAMED FLOOR) (2x6's WALL, WOOD FRAMED FLOOR) . ..,=, . \ _ - .1,11 NOT TO SCALE NOT TO SCAL DATE: . E A MARCH 19, 2010 1...* ' vs' SHEET N4.7 ,........ ., inommilommINNANNEmim 4 5 6 7 8 9 1 a 1 1 1 2 13 14 15 16 17 1111111111M311.111111111111111111111M11111111 20 1111 ' ;N. N.4tc.