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HomeMy Public PortalAboutTHIRTEENTH PL_10 2OF2.pdfn BENCHMARK. NAIL IN P/P ELEV 9.81 NAVD 1988 + 46 41b + +1b, V 0� �'4 q r + + rrrrr �q0 tr r vt +010 +O +40 rt t / I ..� J ! ti x O4L n 9.10 ' M. V Ux q +$O �' + fl Ct �O fl 3g SC (qlbo 0 9 � fl ,..r fly, ... o- 1 13TH PLACE zi , +gU 0 1 rrw...,.w..rrn..rr... J# / NORTHERN PORTION/OF BEACH LOOT 80 Crn') __- SWALE � S 71°30'00"E 219.62' x.r...-w.... ..�..�.�.� cc w r r \ _ In x f t 11.00 � �:�� et,"•Q \ LOT 1 A - +� , LOWER CONC. PAD ELEV: 11.30' t a • \. O r FFE MIN. ELEV: 13.00' �,� lb 28. x LOT IS ; /x11 "LIVE OAK + <= t +tib o �., 11.30 11.20' 1 W 1 B a tt2"PALM AREA 5992 SF i1 r PERMEABLE TREES TO BE �►,� + M PAVERS J I;aM(iYA,)�i 10.30 ig"P .w X z - . 10.65# M.E. t t 1k `' w �, NG EXISTING 20' INGRESS, EGRESS & DRAINGE EA4r iSEMENT GRAVEXISEL DR ! GRAVEL D)�PVE EXISTING WATER LINE TO BE i �• PROTECTEDAlly ► �,4g� �•__�.. �_... __ .._. _._ .______ �y, �.. - __ .__. . -- DURING CONSTRUCTION ,t '7 gg' lob +q• r .w. a.rw .,... i..Nb"p. wwwwww�i�swa rwi��.i X X 112.51' 11 101 w°" /' N 71'28'40'%W +tip 5I �'__ titi'� 219.62°_ \-masnxG WATER TINE � „•�"'�� oyt �.' FLAGGED BY CITY OF ► i ' f +�i/ 4 r� TYBEE +gni +g - i i /�, '"' -__- •- 0 5 10 20 40 SCALE: 1"= 10' 1qqtF:qn0 / / PORTION OF BEACH LOT 81 PORTION OF BEACH LOT 81 PIN 4-0007-05-007 PIN 4-0007-01-010.0 SITE/GRADING PLAN BENCH MARK • IRF 5/8" IRON ROD FOUND o SLAT SANITARY SEWER LATERAL o WLAT WATER LATERAL ® TELEPHONE BOX ll i ELECTRIC BOX BSL BUILDING SETBACK LINE R/W RIGHT-OF-WAY SMS SUBDIVISION MAP BOOK PIN PARCEL IDENTIFICATION NUMBER Sd1 SEDIMENT BARRIER (SILT FENCE) s PERMANENT SEEDING ---------- DRAINAGE DIRECTION ARROW ---�6}---- PROPOSED CONTOUR --10- -- EXISTING CONTOUR EXISTING DRAINAGE FLOW PATTERN PROPOSED DRAINAGE FLOW PATTERN SITE DATA: PROPERTY ADDRESS: 13 PLACE TYBEE ISLAND, GA PROPERT OWNERS: BENTON JOHN R JR 8c BENTON JOANN ZONING: R2 TOTAL LOT AREA: 0.138 ACRES; 5,992 SF BUILDING AREA (INCLUDES PORCHES): 1,160 SF PATIO AREA: 0 SF DRIVEWAY AREA: 169 SF TERRACE LANE AREA: 1,032 SF TOTAL NONLANDSCAPE AREA: 2,361 SF TOTAL LANDSCAPE AREA: 3,381 SF MINIMUM FINISHED FLOOR ELEVATION: 13.0` NAVD 88 PARCEL IDENTIFICATION NUMBER: WESTERN PORTION OF 4--0009-05-033 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. 5. THIS SITE IS LOCATED WITHIN ZONE AE, BITE 12, EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO326F, EFFECTIVE DATE: 09/26/2008. REM NCI=: I. LOT 1 SUB OF THE S PT OF BEACH LOT 60 & E N PT OF'BEACH LOT 81 WARD 4 TYBEE EL PRB 48P 140 .27 AC BDDK 5OPG 13 2. TOPOOPAPHIC MAP do SURVEY. DATED MARCH 23, 2016, PfiOV= BY: J. Wlll'iAiEY liMLD% LAND SI1RY M HYDROLOGY - PREDEVELOPMENT (PRE= CIA O +q'14 qr �OOI 46 41b + +1b, V 0� �'4 q r + + rrrrr �q0 tr r vt +010 +O +40 rt t / I ..� J ! ti x O4L n 9.10 ' M. V Ux q +$O �' + fl Ct �O fl 3g SC (qlbo 0 9 � fl ,..r fly, ... o- 1 13TH PLACE zi , +gU 0 1 rrw...,.w..rrn..rr... J# / NORTHERN PORTION/OF BEACH LOOT 80 Crn') __- SWALE � S 71°30'00"E 219.62' x.r...-w.... ..�..�.�.� cc w r r \ _ In x f t 11.00 � �:�� et,"•Q \ LOT 1 A - +� , LOWER CONC. PAD ELEV: 11.30' t a • \. O r FFE MIN. ELEV: 13.00' �,� lb 28. x LOT IS ; /x11 "LIVE OAK + <= t +tib o �., 11.30 11.20' 1 W 1 B a tt2"PALM AREA 5992 SF i1 r PERMEABLE TREES TO BE �►,� + M PAVERS J I;aM(iYA,)�i 10.30 ig"P .w X z - . 10.65# M.E. t t 1k `' w �, NG EXISTING 20' INGRESS, EGRESS & DRAINGE EA4r iSEMENT GRAVEXISEL DR ! GRAVEL D)�PVE EXISTING WATER LINE TO BE i �• PROTECTEDAlly ► �,4g� �•__�.. �_... __ .._. _._ .______ �y, �.. - __ .__. . -- DURING CONSTRUCTION ,t '7 gg' lob +q• r .w. a.rw .,... i..Nb"p. wwwwww�i�swa rwi��.i X X 112.51' 11 101 w°" /' N 71'28'40'%W +tip 5I �'__ titi'� 219.62°_ \-masnxG WATER TINE � „•�"'�� oyt �.' FLAGGED BY CITY OF ► i ' f +�i/ 4 r� TYBEE +gni +g - i i /�, '"' -__- •- 0 5 10 20 40 SCALE: 1"= 10' 1qqtF:qn0 / / PORTION OF BEACH LOT 81 PORTION OF BEACH LOT 81 PIN 4-0007-05-007 PIN 4-0007-01-010.0 SITE/GRADING PLAN BENCH MARK • IRF 5/8" IRON ROD FOUND o SLAT SANITARY SEWER LATERAL o WLAT WATER LATERAL ® TELEPHONE BOX ll i ELECTRIC BOX BSL BUILDING SETBACK LINE R/W RIGHT-OF-WAY SMS SUBDIVISION MAP BOOK PIN PARCEL IDENTIFICATION NUMBER Sd1 SEDIMENT BARRIER (SILT FENCE) s PERMANENT SEEDING ---------- DRAINAGE DIRECTION ARROW ---�6}---- PROPOSED CONTOUR --10- -- EXISTING CONTOUR EXISTING DRAINAGE FLOW PATTERN PROPOSED DRAINAGE FLOW PATTERN SITE DATA: PROPERTY ADDRESS: 13 PLACE TYBEE ISLAND, GA PROPERT OWNERS: BENTON JOHN R JR 8c BENTON JOANN ZONING: R2 TOTAL LOT AREA: 0.138 ACRES; 5,992 SF BUILDING AREA (INCLUDES PORCHES): 1,160 SF PATIO AREA: 0 SF DRIVEWAY AREA: 169 SF TERRACE LANE AREA: 1,032 SF TOTAL NONLANDSCAPE AREA: 2,361 SF TOTAL LANDSCAPE AREA: 3,381 SF MINIMUM FINISHED FLOOR ELEVATION: 13.0` NAVD 88 PARCEL IDENTIFICATION NUMBER: WESTERN PORTION OF 4--0009-05-033 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. 5. THIS SITE IS LOCATED WITHIN ZONE AE, BITE 12, EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO326F, EFFECTIVE DATE: 09/26/2008. REM NCI=: I. LOT 1 SUB OF THE S PT OF BEACH LOT 60 & E N PT OF'BEACH LOT 81 WARD 4 TYBEE EL PRB 48P 140 .27 AC BDDK 5OPG 13 2. TOPOOPAPHIC MAP do SURVEY. DATED MARCH 23, 2016, PfiOV= BY: J. Wlll'iAiEY liMLD% LAND SI1RY M HYDROLOGY - PREDEVELOPMENT (PRE= CIA �OOI 0.33 (COMPOSITE) 125YR = I 1100YR = 8.98 i ATERRACE LANE = z I = i TC = 8 MIN. ALOT 1A + CIA = 0.329 CFS 01PRE-100YR w e G� CIA = 46 41b + +1b, V 0� �'4 q r + + rrrrr �q0 tr r vt +010 +O +40 rt t / I ..� J ! ti x O4L n 9.10 ' M. V Ux q +$O �' + fl Ct �O fl 3g SC (qlbo 0 9 � fl ,..r fly, ... o- 1 13TH PLACE zi , +gU 0 1 rrw...,.w..rrn..rr... J# / NORTHERN PORTION/OF BEACH LOOT 80 Crn') __- SWALE � S 71°30'00"E 219.62' x.r...-w.... ..�..�.�.� cc w r r \ _ In x f t 11.00 � �:�� et,"•Q \ LOT 1 A - +� , LOWER CONC. PAD ELEV: 11.30' t a • \. O r FFE MIN. ELEV: 13.00' �,� lb 28. x LOT IS ; /x11 "LIVE OAK + <= t +tib o �., 11.30 11.20' 1 W 1 B a tt2"PALM AREA 5992 SF i1 r PERMEABLE TREES TO BE �►,� + M PAVERS J I;aM(iYA,)�i 10.30 ig"P .w X z - . 10.65# M.E. t t 1k `' w �, NG EXISTING 20' INGRESS, EGRESS & DRAINGE EA4r iSEMENT GRAVEXISEL DR ! GRAVEL D)�PVE EXISTING WATER LINE TO BE i �• PROTECTEDAlly ► �,4g� �•__�.. �_... __ .._. _._ .______ �y, �.. - __ .__. . -- DURING CONSTRUCTION ,t '7 gg' lob +q• r .w. a.rw .,... i..Nb"p. wwwwww�i�swa rwi��.i X X 112.51' 11 101 w°" /' N 71'28'40'%W +tip 5I �'__ titi'� 219.62°_ \-masnxG WATER TINE � „•�"'�� oyt �.' FLAGGED BY CITY OF ► i ' f +�i/ 4 r� TYBEE +gni +g - i i /�, '"' -__- •- 0 5 10 20 40 SCALE: 1"= 10' 1qqtF:qn0 / / PORTION OF BEACH LOT 81 PORTION OF BEACH LOT 81 PIN 4-0007-05-007 PIN 4-0007-01-010.0 SITE/GRADING PLAN BENCH MARK • IRF 5/8" IRON ROD FOUND o SLAT SANITARY SEWER LATERAL o WLAT WATER LATERAL ® TELEPHONE BOX ll i ELECTRIC BOX BSL BUILDING SETBACK LINE R/W RIGHT-OF-WAY SMS SUBDIVISION MAP BOOK PIN PARCEL IDENTIFICATION NUMBER Sd1 SEDIMENT BARRIER (SILT FENCE) s PERMANENT SEEDING ---------- DRAINAGE DIRECTION ARROW ---�6}---- PROPOSED CONTOUR --10- -- EXISTING CONTOUR EXISTING DRAINAGE FLOW PATTERN PROPOSED DRAINAGE FLOW PATTERN SITE DATA: PROPERTY ADDRESS: 13 PLACE TYBEE ISLAND, GA PROPERT OWNERS: BENTON JOHN R JR 8c BENTON JOANN ZONING: R2 TOTAL LOT AREA: 0.138 ACRES; 5,992 SF BUILDING AREA (INCLUDES PORCHES): 1,160 SF PATIO AREA: 0 SF DRIVEWAY AREA: 169 SF TERRACE LANE AREA: 1,032 SF TOTAL NONLANDSCAPE AREA: 2,361 SF TOTAL LANDSCAPE AREA: 3,381 SF MINIMUM FINISHED FLOOR ELEVATION: 13.0` NAVD 88 PARCEL IDENTIFICATION NUMBER: WESTERN PORTION OF 4--0009-05-033 1. ALL ELEVATIONS BASED ON NAVD 88. 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD 83. 5. THIS SITE IS LOCATED WITHIN ZONE AE, BITE 12, EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO326F, EFFECTIVE DATE: 09/26/2008. REM NCI=: I. LOT 1 SUB OF THE S PT OF BEACH LOT 60 & E N PT OF'BEACH LOT 81 WARD 4 TYBEE EL PRB 48P 140 .27 AC BDDK 5OPG 13 2. TOPOOPAPHIC MAP do SURVEY. DATED MARCH 23, 2016, PfiOV= BY: J. Wlll'iAiEY liMLD% LAND SI1RY M HYDROLOGY - PREDEVELOPMENT (PRE= CIA CPRE = 0.33 (COMPOSITE) 125YR = 7.68 1100YR = 8.98 W ATERRACE LANE = 0.024 AC, C=0.80 A1.OT 1A = 0.114 AC, C=0.25 TC = 8 MIN. ALOT 1A It (PRE-25YR = CIA = 0.329 CFS 01PRE-100YR w CIA = 0.385 CFS HYDROLOGY - POSTDEVELOPMENT (POST= CIA CposT = 0.48 (COMPOSITE) 125YR = 7.68 1100YR = 8.98 W ATERRACE LANE = 0.024 AC, C=0.80 APEWML.E PAVERS = 0.004 AC, C=0.80 ASUILAING = 0.027 AC, C=0.9 ALOT 1A = 0.083 AC, C=0.25 TC = 8 MIN. W (POST-25YR = CIA = 0.479 CFS 0ST-100YR = CIA = 0.560 CFS BENCHMARK- NAIL IN P/P ELEV 9.81 NAVD 1988 1 1 ji F� j� CC) 1' Sd1 L Single „Royr Type NS � ; I, z it > li it Ewa-•+ # f101 ®o�'q t� Sd1 C1� LOT 1A I LOWIM CONC. PAD ELEV: 11.30' » MIN. ELEV: 13.00' #1 .0 �„r ,.-r'" Ir 01 ,•' NORnWW PQ II1/ OF BEACH WT 80 __ • y■ SWALE (TVP.) : S 71°30'00"E '�� 219,62' i i 113 f% `\ L 11 C4 vi x to i i ! Sd1 `. P .�1Y �1 LTVE � � ; � LOT 11.30' 1 1 RW o � 1B Q 02 0 ti6 t2'PALM AREA 5992 SF i .�,�'' i' t r PERMEABLE w.._....... VMTO BEPAVERS !r PAVERS l REMOVED (1YP.) i 1 }(a"P.M *-+ X r 1j iq)q ; .._.._.. • 10.fi5t M.E. 1 t `~`�► _ X 13TH PLACE ~'` Exlsz'iN \\ EXISTING 20 INGRESS, EGRESS & DRAINGE EASEMENT GRAVEL DRIVE �� VJ5TING WATER LINE TO BE , $ .._... " 1 , . �INGCOMSTRUCWN ; tt` 7.36' o -' do \. �, Z 41 W •,,� - wdili.,.i........�1..,Mi ---------- SEDGES' X Ri�''•-'..... N 71°28'40'V 9 r - 219.fi2' r rIV\\-l �•'G' i EXISTING WATER LINE j � . FLAGGED BY CITY OF t "� i i r cc 1 /! �4�� CONSTRUCTION ENTRAN ! `•••-'" 0 5 10 20 40 SCALE: 1 "= 10' DRAINAGE SWALE CALCULATIONS Swale Capacity A = 1.0 sgft n = 0,025 S = 0.015 ft/ft P = 3.66' R (A/P) = 0.27 0 = (1.49/n) A*R(J)*S*q) (1.49/0.025)* 1 *0.270)*0.0150) 0=3.04cfs OCONTMBUTING UPSTREAM AREA= CIA (Upstream Area Assumed to be Developed) CCONTRIBUTING AREA = 0.55 125YR ' 7.50 1100YR = 8.79 ' Upstream Contributing Area' 0.25 AC, C=0.5 TC=9MIN. 025yr" CIA = 0.55*7.5*0.25 = 1.03 CFS 01ooYR = CIA = 0.55*8.79*0.25 = 1.21 CFS IN THE EVENT THE PROVIDED CONSTRUCTION �! ---- / ENTRANCE AT THE LOCATION SHOWN ON THIS PLAN !� CANNOT CONTROL THE SEDIMENT ADEQUATELY AND PORTION OF BEACH LOT 81 TO THE SATISFACTION OF THE CITY OF TYBEE, ' CLEANING AND SWEEPING OF THE AREA OF PORTION OF BEACH LOT 81 PIN 4-0007-05-007 DISTURBANCE WILL BE REQUIRED AT THE END OF EACH WORK DAY. PIN 4-0007-01-OIOA, EROSION CONTROL PLAN VICINITY MAI' (N.T.S.) Know, what's below. Gall before you dig. co 14 as w Q OMENS C �- = go � CIS ac +x '..'r. no to ciQ ® 0 C6 Qr W C.7 aRG',,� W No. 003279 L A. Al SITE PLAN DATE: 00/02/2016 SCALE: I'r=10, JCB #. 16-353 DRAWN BY: RSO CHECKED BY: RAR SHEET 1/2 W W CM © W CM gogooll CM Q WLLj U > H" go 1 ®Oct LLLLi C.a � 44C LL.0001005 W M. LU M. SITE PLAN DATE: 00/02/2016 SCALE: I'r=10, JCB #. 16-353 DRAWN BY: RSO CHECKED BY: RAR SHEET 1/2 in 30" 1$" j I� 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE ERBSIM, SMMENTATION, AND POLLUTION CONTROL PLAN, SILT FENCE - TYPE NON-SENSITIVE KM SIDEVIEW i{II f i t� �QI FRONTVIE j-- 6' MAX. O.C. ----� ESTABLISHING A PERMANENT VEGETATIVE COVER AS A DISTURBED AREA. —TO STABILIZE THE SOIL —TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS —TO IMPROVE WILDLIFE HABITAT AND VISUAL RESOURCES di dr *APPLJCABLE ON HIGHLY ERODIBLE OR SEVERELY ERODED ARI54S. SOMETIMES CALLED *CRITICAL AREAS! INCLUDING: —CUT OR FILL SLOPES —EARTH SPILLWAYS —BORROW AREAS —CHANNEL BLANKS —BERMS —ROADSIDES —SPOILS AREAS —GULLIED LANDS *GRADING AND SHAPING REQUIRED WHERE FEASIBLE PRACTICAL *SEEDED PREPARATION —NOT REQUIRED IF USING HYDRAULIC SEEDING AND FERTILIZING —WHEN REQUIRED: SLOPE SEEDBED OR FLATTER >_ 4" DEEP 3:1 1 TO 4 DEEP 2:1 OR STEEPER DEPRESSION EVERY 6"—S" WITH HAND TOOL *HAVE SOIL ANALYZED FOR LIME AND FERTILIZER RATE *MULCH ALL SLOPES STEEPER THAN 37. AND IN BOTTOM OF SPILLWAYS AND ON ROADBANKS *ANCHOR MULCH IMMEDIATELY DISTURED AREA STABILIZATION (With Permanent Vegetation) wl-Na�N0�•., E..f 1. FOR PMMANENT GRASSO SEE SEEDING RATES FOR T>r?ialPORARY & PERMANENT COVER. IF A HYDRAULIC SEEDER IS TO BE USED, REFER TO THE EIM N AND SEDIMENT CONTROL MANUAL FOR FURTHER DP=0N ON THE MUHOD OF APPLICATION. 2. A 6-12-12 FERTEUZER SHALL BE USED ON THE DISTURIND AREA OF Ds3 AND SHALL BE APPLIED AT RATE OF 1500 LBS. PER AC. I DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH WILL BE, SPREAD UNIFORMLY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY SE SPREAD BY BLOWER—TYPE SPREADING EQUIPMENT, OTHER SPREADING EQUIPMENT OR BY HAND. MULCH SHALL BE APPLIED TO COVER 757. OF THE SOIL SURFACE. FASTENERS FOR SILT FENCES OVERLAP AT FABRIC ENDS 9 d FABRIC 1 B" POST END OF FABRIC FENCE BEGINNING OF 6' O.C. MAX. FABRIC FENCE TOP VEIW -- NOT TO SCALE WOOD POST NTH II STAPLE PLACEMENT I i I FRONT VIM — NOT TO SCALE O WOOD POST WITH NAIL PLACEMENT NOTES 1. THE FASAIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF 1$" OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET. ���.-T�EFv16iIi 1�i11cwr-WA-5-m rif FASTENERS FOR WOOD POST WARE STAPLES GAUGE 1 CROWNF 11 LEGS ApLES P FASTENERS FORWOOD POST�NAILS� GAUGE LENGTH _ •TBD LTDN_ RAW NAIL/POST 1 N07D FILTER FAMC MAY ALSO 8E ATTACHED TO THE POST BY 41IM CORD, ANO POCKE75 Olt ANY METHOD pRONDED MNNU►! P -FACTOR, AS REIXARED BY CW Is MET. y N TEs 1. 5 UNSCARIFIED 2 = SCARIFIED 3, CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THROUGH OCTOBER, 4. LISTED IN ORDER OF PREFERENCE, 5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED. CRUSHED STONE CONSTRUCTM EXIT rx�r�la6l�+ - WARD. E RUSL C Rv 1G 72 VF'N- TRAP C ND i t Ri [ 11»r NASr,; ft t•a - ,:Ei`fL: I:NTRAJ+ICE ELEVATION • - �--- frit' -'a[ .1 ; ?EGA. i. .ms A. rt ?: •+1.i:�' 5" `eFix' Purrs l,+ ,.i : t — i t" —�I i. A'•: ()'r EF`.�.AT-,,.:r .7.`. STF7�jr, S_fr �'l Cl% A, ?_ '.A=;:-;.snr;n s.t•F: (-cit'~. ...4 i•�~r,{z=y.,_ ti.: `: ?•' i';.. S,:c�:C.$'; C4.fr-A, f-:%f)r'•. Atn .burr>. i rel. F„,�.,i':E L;!•a . ���. ' �.. Cpk'j:L PA SPALL hR'tL :: 4!1'.lj'A �`-.'S f,i =j :F fit r:_ L= tki” �t "i-: , '-'t{ `�#'+5 HT1 t3'. !S5`" m ' I JL_ L '- 'L''< �� _ � ° : ""�•.'.� � wFa lr {i!'Lr:1L�' ".i+' " - LL PP7 !TF )]'REE:;- :F- +._ :A .= C"� .xE.-.�M" q:?rf ST'rV' TdbT ql, . _ `;1.0 `,uS :,F LA _1P ..- .. _.'.':_.T -r" 'd'A,r.`u�f•.Cn`v ?,4iu'(_- b.FE ,'diSFt - Air. _ �a: r•;, ^, c' -!2 [, ti'k;;� ii; (:I'. U_d a- . 6,a, l- _ �•4. .. �,L,.f LN'Af .Lc Vvt ''ttl' L'1" - - 'alu ` 1L: wk4'c :{'�li Iti I, ?C. Tri+,H+-.. t•� APE?, E; (, ;trr' i!if• . =,-,T -r. `,E rt C f'h �C 'WRIT !$'d $'. i'_$I P; ,:;A", I 4 VA, N'•i:. .::F .F' , '�tiC - .. r. 'tat i.FFrf.6ikl* «rt'r f,.+k,1'•i`tF:*;:, JUL) Tr_' Figure 6.141 c� uz to r+�T o RATES PER CRE _ Cc �7 PER ACRE SEEDED ADDED —RATES SEEDED ADDED MONTH TEMPORARY PERMANENT COVER ALONE TO MIX COVER ALONE TO MIX JANUARY RYEGRASS.40 lbs. — UNHULLED BERMUDA 10 lbs. 6 Ibs. RYE 3 bu. .5 bu. SERICEA LESPEDEZA' 75 Ibs. -- FEBRUARY ANNUAL LESPEDEZA 40 lbs. 10 Ibs. 40bIbs. — UNHULLED BERMUDA SERICEA LESPEDEZA' 10 Ibs. 8 lbs. 75 Ibs. — W RRYEGRASS bu ..�5i MARCH WEEPING LOVEGRASS 4 Ibs. 4 Ibs. HULLED BERMUDA 10 lbs. 8 Ibs. ANNUAL LESPEDEZA 40 Ibs. SFO lbs. SERICEA LESPEDEZAr 60 Ibs. — APRIL WEEPING RASS GRASS 80 lbs. 80 be. WEESI C �QVEGRASS 6 Labs s• 6 �bsbs BROWN TOP MILLET 40 lbs. 40 lbs. NULLED BERMUDA 10 Ibs. 6 lbs. L1 SERICEA LESPEDEZAr 60 Ibs. — MAY WEEPING LOVEGRASS SUDANGRASS 4lbs. 4lbs, 60 Lbs. 60 Ibs. PENSACOLA BAHIA WEEP NG LOVEGRASS 60 Ibs. 30 Ibs. 6 Ibs. 6 Ibs. BROWN TOP MILLET PEARL MILLET 40 lbs. 40 Ibs. 50 Ibs,50 Ibs. HULL D BERMUDA SERICEA LESPEDEZAr 10 lbs. 6 Ibs. 60 lbs. — JUNE PEARL MILLET SUDANGRASS 50 lbs. 50 Ibs. 60 Ibs. 60 Ibs. PENSACOLA BAHIA HULLED BERMUDA 60 lbs. 30 Ibs. 10 Ibs. 6 lbs. BROWN TOP MILLET 40 lbs. 40 Ibs. I� JULY PEARL MILLET SUDANGRASS 50 Ibs. 50 Ibs. 60 Ibs. 60 tbs. PENSACOLA BAHIA 60 Ibs. 30 Ibs. BROWN TOP MILLET 40 lbs. 40 Ibs. .. AUGUST PEARL MILLET 30bubs. 30 Ibs. PENSACOLA BAHIA 60 Ibs. 30 lbs. SEPTEMBER RYEGRASS OATS 40 Ibs. 40 Ibs. 4 bu. 4 bu. SERICEA LESPEDEZA' 75 Ibs. — WHEAT 3 bu. 3 bu. OCTOBER RYEGRASS OATS 3 bu. 3 bu. 40 Ibs. 40 lbs. SAME AS SEPTEMBER SAME AS SEPTEMBER RYE 3 bu. 3 bu. BARLEY 4 bu. 4 bu. NOVEMBER SAME AS OCTOBER . SAME AS OCTOBER SAME AS SEPTEMBER SAME AS SEPTEMBER DECEMBER SAME AS OCTOBER SAME AS OCTOBER SAME AS SEPTEMBER SAME AS SEPTEMBER N TEs 1. 5 UNSCARIFIED 2 = SCARIFIED 3, CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THROUGH OCTOBER, 4. LISTED IN ORDER OF PREFERENCE, 5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED. CRUSHED STONE CONSTRUCTM EXIT rx�r�la6l�+ - WARD. E RUSL C Rv 1G 72 VF'N- TRAP C ND i t Ri [ 11»r NASr,; ft t•a - ,:Ei`fL: I:NTRAJ+ICE ELEVATION • - �--- frit' -'a[ .1 ; ?EGA. i. .ms A. rt ?: •+1.i:�' 5" `eFix' Purrs l,+ ,.i : t — i t" —�I i. A'•: ()'r EF`.�.AT-,,.:r .7.`. STF7�jr, S_fr �'l Cl% A, ?_ '.A=;:-;.snr;n s.t•F: (-cit'~. ...4 i•�~r,{z=y.,_ ti.: `: ?•' i';.. S,:c�:C.$'; C4.fr-A, f-:%f)r'•. Atn .burr>. i rel. F„,�.,i':E L;!•a . ���. ' �.. Cpk'j:L PA SPALL hR'tL :: 4!1'.lj'A �`-.'S f,i =j :F fit r:_ L= tki” �t "i-: , '-'t{ `�#'+5 HT1 t3'. !S5`" m ' I JL_ L '- 'L''< �� _ � ° : ""�•.'.� � wFa lr {i!'Lr:1L�' ".i+' " - LL PP7 !TF )]'REE:;- :F- +._ :A .= C"� .xE.-.�M" q:?rf ST'rV' TdbT ql, . _ `;1.0 `,uS :,F LA _1P ..- .. _.'.':_.T -r" 'd'A,r.`u�f•.Cn`v ?,4iu'(_- b.FE ,'diSFt - Air. _ �a: r•;, ^, c' -!2 [, ti'k;;� ii; (:I'. U_d a- . 6,a, l- _ �•4. .. �,L,.f LN'Af .Lc Vvt ''ttl' L'1" - - 'alu ` 1L: wk4'c :{'�li Iti I, ?C. Tri+,H+-.. t•� APE?, E; (, ;trr' i!if• . =,-,T -r. `,E rt C f'h �C 'WRIT !$'d $'. i'_$I P; ,:;A", I 4 VA, N'•i:. .::F .F' , '�tiC - .. r. 'tat i.FFrf.6ikl* «rt'r f,.+k,1'•i`tF:*;:, JUL) Tr_' Figure 6.141 c� uz to r+�T o _ Cc �7 == a- La cn cm Q SYRC 09 Tei V C3'• c� W ..�5i W LIZ L7 F EROSION CONTROL DETAILS DATE: 06%02If'UIG SCALE: N.T.S. J01 #: IO -353 DRAIN BY: RSD CHECKED BY: RAR SHEET L/L W L7 �-.j cm ffn W W L1 !� I� .. L5�5J W EROSION CONTROL DETAILS DATE: 06%02If'UIG SCALE: N.T.S. J01 #: IO -353 DRAIN BY: RSD CHECKED BY: RAR SHEET L/L Metat Roofing As Specified 16' Overhang 7-1/2' Cedar Lap Siding w/ 6' Exposure 2x6 Corner Trim 10" Round Doric Column 2x10 Band 6x6 Braces 240 13TH TERRACE FRONT AND REAR ELEVATIONS 2,000 SQUARE FEET 4 BEDROOM - 3 BATH 9'-1 1 9'-1 I W-1 T] 1/210 M1 E M1 0 1 /' 1C 81-111/9, CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT APPMVA KATIE BUlttftNG/Ct'�s, G WATER/81"11 ORAiN"tr $OIL A SEDIMEN CLOTH IN PLACE Roofing As Specified iosure Cedar Shake Siding "tat Soffit Overhang ? Shake Siding Exposure Posts W/ Head & Base Trim Railing= 2x6 Top Ca w/ 2x2 > 5.5' d.C., 2x4 Bottom Raii, 1x2 Caps Top & Bottom and ream T Posts w/ Head & Base Trim Railings 2x6 Top Cap w/ 2x2 s 5.5" O.C., 2x4 Bottom Rail, 1x2 Caps Top & Bottom ? Shake Siding Exposure and �PpR�J�D Sect R-311.7.8.1 itNi+ OULS & R.3t2.1 GUARDRAIL Handrail., height 34',3$'. walking surfaces more than 300 aWve grade require 301 guatdraiis, 1CCSoo "�s 'Do Allo SKYLOM WINDOW► GRASS DOORSANDS�KY W .?.1 ��JUD NEGTAE AND WA D To CoWy WITHTH PRE3St I All Ina44#&n8 r tVW comply with The ftemb Staf* Envgy C4x% and ft* of 1. iydrfbb Amwdmoft ALL CONSTRUCTION MUST COMPLY WITH THE ICC 600 AND THE IRC ONE ANDDTWO FAMILY DWELLING CODE�,.,.P_o(2._.. ION AND STATE OF GEORGIAAiWMM SCALE: 1/4" = 1' SHEET 1 DATE: 2/1/16 11 RIM Kl=) E f"71r Ch Design REVISION: - REVISION DATE: 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.21 0.8405 REAR (Water Side); STREET FRONT Elevation Chatham Co> (Butter Ave,) 4*-, niq Flood hazard zone A. BFE Z `� lM 1R CODN COMPLIANC3 l�'1 too allow interior entry finishes, and exit ltofdesigned wa water, no Every effort has been made to :Identify code violations, no oversigkt by VAS mechanical equipment. only parking, limited storage and building access reviewer shall be construed as authority to violate, cancel, alter or below BFE. set aside an.Y applfcable codas or ordinaneea. The review and permit should not be construed as a warranty or guWaritse. Special Flood Hazard Zones aevie*ed By, _ Date t Finished floor elevation 1 foet minimum above BFE. No interior finishes, walls designed to allow entry and exit of water, no mechanical equipment, only parking, limited storage plan, constitutes an agreement between the user and and building access BFE. Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 SCALE: 1/4" = 1' SHEET 1 DATE: 2/1/16 11 RIM Kl=) E f"71r Ch Design REVISION: - REVISION DATE: 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.21 0.8405 ------------------------------------------ Building Ht, = 34' 1' 9'-1 L 1/2'' 3/4" l 1/2" 1'—a 3/4' LAC L 1/2" LEFT SIDE - Elevation Sec. 8-160(2) ELEVATION CERTIFICATE Elevation Certificate required immediately after lowest floor or flood proofing is completed. plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar pians. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,040.00 SQUARE13TH TERRACE SIDE ELEVATIONS 2,000 BEDROOM Sect. R-311.7.8.1 HANDPAILS & R -312f GUARDRAU Handraiirs height 34"38", watkN surfaces more than W she grade require 3®' guardrait . WINDOWS, DOORS AND SKYLIGHTS ICC 610 TABLES 602(1) SECT R-W2AND IRC R-3012.1 WNDONIIS, GLASS DOORS AND SKYLIG M SHALL BE APPROVED AND INSTALLED TO COMPLY VWTH BOTH POSITIVE AND NEGATIVE P'RESSIIR & All Insu{atiorK MUS1 con:Pty with The aeor& Status Enwgy Code 1 Edftn and Stste Of 00orea AmwKirne"ts All CONSTRUCTION MUST COMPLY WITH THE ICC 600 AND THE IRC ONE AND TWO FAMILY DWELLING CODE _ TION AND STATE OF GEORGIAAMENDUNTS 12' Overhang A001: NOT To F-XCECD A M HEIGHT LIMIT pERM,EE ISLAND COD Sec. "90' SCALE: 1/4 = 1 ' SHEET 2 DATE: 2/1/16 U 11, Emrich Design REVISION: - REVISION DATE: - RIGHT SIDE Elevation 2,39 Stephenson Avenue Savannah, Ga. 31445 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 c (3) Studs At Aligned With D Braces As Net K3 4' Deck Brace 3/4" =1'-V' plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 /4'0 1/4'xl 1/2' PT Cap PT Post Pickets 5.5' OC Rnd. Doric Cotumns On ner Bottom Rait PT Trim PT Trim PT Joists w/ 2x6 Decking 2x10 PT Band r PT Beam PT t At Ship -Lap Joint Rear (Water View) 2nd Floor Plan 9'-1 1/2" Ceiling Ht. 1,000.0 S.f. MECHANICAL EQUIPMENT IN ATTIC Sh" be accessatble by p041own stairs or permanent steps through a minimum 20' x iii' opening SIM a floored. 22' pasaVevAy to the cunt and a 30' work platform at the unit with 30* headroom. A switched light, outlet. EldERGE ICY rwAPE Ma RESCUE tiPOWN 1WG ter. 3% ALL EVEINIENCY EMAPE AND N3= OM SHAU HXVE A WMIN 1111T WM UPOM OF 5.7 So. FT. EXC€AT QMDE RM OFMOLL HAVE A 111041MltM KET CLEAR 011*90 OF 6 SM FT: Ail plumbing In*" comply with 1.4tr�a M*krW Code!Ql�di� to of Georgia AmendM*f11s AR Insuletior4 Mao co Starts FSO, C and ah to of �roa A►awdmwrte ALL CONSTRUCTION MUST COMPLY WITH THE ICC 600 AND THE IRC ONE AND TWO FAMILY DWELLING CODE2rA Z;;�EDITIION AND STATE OF GEORGIA AMEMWNTS SCALE: 1/4 = 1' I � 1 1 SHEET 3 E m r i c h DATE: 2/1/16 REVISION: REVISION DATE: 12` 2' r x ru I .p x 41 I Iv N Rear (Water View) NMI (2) 2-41x 5-6 -. 45RIMMM w .I Master Bath 1 6'-0' Van. 00 BR 3 attic access 11-5 x i 10-0 2� X .,----------------- \ j 1 3-0 42' Van. ; Landit x Drr 2-4 2 ath 2 — /F l X 5' i ID RA L � "I 24 Q W ° Linen 44-0# 2-0 2, 0X °° x cn m BR 2 12' 0' 15-10 x so' o' 11-8 (2) 2-8 x 6-13 Garden Door 4' 0' Balcony I n 12' 1'-119 3/ —In r �J ► ]toric Column 13'-14' 3rd Floor Plan 9'-1 1/2" Ceiling Ht. 1 1000.0 s.f. 239 Stephenson Avenue Savannah, Ga. 31405 salesOemrichpro.com SAV 912.398.9969 ATL 470.210.8405 r Closet_ r 3-0 3.-30 ; Landit Drr — /F l X i ID RA IA T4�_ • Q 44-0# —In r �J ► ]toric Column 13'-14' 3rd Floor Plan 9'-1 1/2" Ceiling Ht. 1 1000.0 s.f. 239 Stephenson Avenue Savannah, Ga. 31405 salesOemrichpro.com SAV 912.398.9969 ATL 470.210.8405 ry Z W CXfO U Of W I— O O to 1-- Z W M W D (n e[ W MEASUREMENTS TO THE CENTER LINE OF COLUMN 13TH TERRACE FOUNDTION PLAN 2,000 SQUARE BEDROOMBATH MEASUREMENTS TO OUTER CORNER OF BUILDING LINE 13TH STREET TERRACE SCALE: 1/41$ = 1 ' SHEET 4 DATE: 2/1/16 Emrich i Flood hazard zone A. BFE_ �..._. No interior finishes, walls designed to allow entry and exit of water, no mechanical equipment. Only parking. limited storage and building access helow BFE. Special Flood Hazard tones Finished floor elevation 1 foot minimum above BFE. No i tern wr finishes, walls designed to allow entry and exit of water, no mechanical equipment, only parking, limited stalrap and building access BFE. SPACE BELOW FLOOD ELEVATION (AE • tono, Fjydrostatu vents required to relieve water pressure in enclosed space below flood elevation. I square ""ch of vent required for each 1 square toot of hoot erez Bottom of vent must be within t foot of the grade elevation. Vents must be placed in opposite walls to permit water to flow. ALL CONSTRUCTION MUST COMKY WITH THE ICC 600 AND THE IRC ONE AND TWO FAMILY DWELLING CODE -moo (2_ _EDITIQFi AND STATE OF GEORGIA ~NDME.NTS Design REVISION: -- REVISION DATE: -- Z J O 0 U_ O W Z w W 1-- Z W C.) W II H I' 0 H Z Lv W Q W 'EINFQRCED 36"x36"x24" 'OOTING WITH STEEL ,ONCRETE ILLED SOLID (TYP) 6"X16" CMU PIERS plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 3,000# CONCRETE FOOTING (2) #3 REBAR r7 ,.• (3) #6 REBAR s • (2) #6 REBAR TURNED UP TO 36" TIE TO COLUMN SPREAD FOOTING REBAR DETAIL (PLAN VIEW) 1�,-5 REBAR TURNED UP AT COLUMN CENTERS WI Rt.. :..: GRADE 3000# CONC. 3fi ---� #6 REBAR (TYP) PERIMETER FOOTING DETAIL 3000# CONC. 't'i; REBAR TURNED UP AT COLUMN CENTERS ONE F 36„ —i #°5 REBAR (TYP) SPREAD FOOTING DETAIL FOR PORCH COLUMNS *5 JS'REBAR 'TURNED UP AT COLUMN CENTERS WIRE 4' WIRE D „•fl•. 3000# CONC. 36" REBAR (TYP) INTERIOR FOOTING DETAIL FOUNDATION NOTES SIMPSON PA51 FOUNDATION STRAPS SET IN CONCRETE IN CMU COLUMNS 16"X16" CMU COLUMN g POURED SOLID a IS- REBAR °t VERTICAL AT COLUMN CENTERS z 3000# CONC..:*' ONC. N y 36„ ,REBAR (TYP) PERIMETER FOOTING DETAIL SIMPSON PA51 FOUNDATION STRAPS SET IN CONCRETE IN CMU COLUMNS 16"X16" CMU COLUMN o POURED SOLID REBAR VERTICAL AT COLUMN CENTERS WIRD •.,.: UktfRE r 3000# CONC. ,: -----( .#3 REBAR (TYP) INTERIOR FOOTING DETAIL --ALL CONCRETE IN FOOTINGS AND SLABS SHALL BEAR ON FIRM/COMPACTED SOIL WITH MIN. BEARING CAPACITY OF 2500 PSF. --PRIOR TO POURING CONCRETE VERIFY THAT ALL PIPES, SLEEVES, CONDUITS IMBEDS, INSERTS, ETC. ARE PROPERLY LOCATED AND SECURELY IN PLACE. —ALL CONSCRETE SHALL BE NORMAL WEIGHT WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. 13TH TERRACE I � SCALE: 1/4 FOUNDATION DETAILS 29000 SQUARE FEET 4 BEDROOM — 3 BATH SHEET 5 DATE: 2/1/16 FpyF►`L is GE Iia Emrich Design REVISION: - REVISION DATE: - ANCHOR BONS IRC SECS R4011 AND ICC SM SECT. 30WAND;#fS U BOLTS SHALL BE to INCHES LONG, &s INCH IN DIAMETER WITH A 3X3 INCH WASHER 118 INCH THICK AND REQUIRED NUT LOCATED �� I� S Of CORNERS AND 15 TO MONOLITHIC $LAS ON GRADE IRC SECT. R-403 AND ICC 840 TABLE 305 (3). MINIMUM FOOT1w THICKNESS 20' AND 12' • 24' IMIDE WITH 2 FT REBAR. IRC SSCZ R,M ICC A NG 2' M' ON 20)AJl D SOS � ALL WlTN �OH SIDE ©F FOOTING S REBgR, �4 WFtNAt GRA13E.�UST ®� plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.21 0.8405 Bear (Water View) 13TH TERRACE ELECTRICAL Plan 2,000 SQUARE FEET j 4 BEDROOM - 3 BATH ' Rear (Water View) SCALE: 1/4" 1' SHEET 6 DATE: 2/1/16 ((-I[ It 11 '\� K �� � n�j) Emrich NOTES: 1) ALL ELECTRICAL WIRING, FIXTURES, RECEPTACLES AND DEVICES WILL BE INSTALLED PER CODE AND WILL BE COMPLIANT WITH LOCAL, STATE AND FEDERAL REGULATIONS AND BUILDING CODE. 2) ALL ELECTRICAL WIRING AND INSTALLATION WILL BE PERFORMED BY A LICENSED CONTRACTOR 4RC•FAULT CIRCUIT INTERRUPTER PROTECTION 9�NEC 210.12 DINELUMS WIT DEMONS, ALL BRANCH CIRCUITS THAT S,11PPLY 1255 VOL111, 3I1iWE PHASE, 1.5 AND 24 AMPERE RECEPTACLE tiU't'I.EI'S INSTALLED fN DWELLING UNIT BEDROOM! SitA L IJE . PROTECTED BY AN ARC -FAULT CftUIT INTIROM"") LISTED TO PROWDE PROTEClnOW QF THE ENTIRE BRANCH CIRCUIT. GFGI Protection required for receptacles in bathrooms, g4141*119 outdoors, and along Kitchen counter - tops. Seca. R-314 SMOKE ALARM Hard wired with battery btm*u located Inside and outside eacih slaeOng area, each floor. All Electrioal k+atal!•0w* vest comply wltft The National Clewic Code ,Ed"lom artd ataie of Geo'gia Amendments Design REVISION: - REVISION DATE: - LEGEND 4X2 FLOURESCENT FIXTURE � WALL MOUNTED FIXTURE .0 PENDANT FIXTURE * INCANDESANT FIXTURE 0 OUTLET $ SWITCH Q SMOKE DETECTOR LED RECESSED FIXTURE OE EXHAUST FAN WITH LIGHT OUTLET WITH INTERRUPT CEILING FAN GROUND FAULT a 4" RECESSED FIXTURE plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 239 Stephenson Avenue Savannah, Ga. 31405 sal es@em rich pro. com 13TH TERRACE HVAC PLAN 2,000 SQUARE BEDROOM SCALE: 1/4" = 1' SHEET 7 DATE: 2/1/16 Emrich Design REVISION: -- REVISION DATE: 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 Rear (Water View) 13TH TERRACE PLUMBING PLA 2tOOO SQUARE FEET 4 BEDROOM BATF. Rear (Water View) SCALE: 1/4 )) 1 ' SHEET 8 DATE: 2/1/16 , 1111 , 1, Awl , Emrich N OTES: 1) ALL PIPING, FIXTURES AND CONNECTIONS WITH SEWER AND WATER WILL BE PERFORMED AND INSTALLED PER CODE AND WILL BE COMPLIANT WITH LOCAL, STATE AND FEDERAL REGULATIONS AND BUILDING CODE. 2) ALL PLUMBING INSTALLATION AND WORK WILL BE BY A LICENSED PLUMBING CONTRACTOR A1! Ptt,+rr ft kutombam Coil �d t > $we of Qspr$}8 �4t»er��»anis ALL CONSTRUCTION MUST COMPLY WITH THE ICC 600 AND THE IRC ONE AND TWO FAMILY OWEU.ING CODE 91-0r2— EDITION AND STATE OF GEORGIAAMENDMENTS Design REVISION: - REVISION DATE: - PERFORMED plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 NOTES: 1 ) ROOF SYSTEM TO SHOP DRAWINGS BE CONSTRUCTED OF ENGINEERED TRUSS WILL BE SUBMITTED BY TRUSS MANUFACTURER 2) ROOF TO BE METAL 5--V CRIMP OR STANDING SEAM 13TH TERRACE ROOFIING PLAN 29000 SQUARE FEET 4 BEDROOM -- 3 BATH FV L-r%YL 13TH STREET TERRACE SCALE: 1/4" = 1' SHEET 9 DATE: 2/1/16 I'1'1 I' I C Design REVISION: - REVISION DATE: - ROOF FRAMING IRC SECT. 602, ICC 600, SECT. $01 FOR WOOD ROOF FRAMING ALL HOLES IN HOLD DOWNS TO BE FILLED USM LVMUFACTURER'S NAILS. All CONSTRUCTION DUST COMKY WITH THE ICC 600 AND THE IRC ONE AND TWO WO FAMILY DWELLING CODE,�, 0(` AND STATE OF GEORGIAAMENDMENTS NOTE: This drawing is the property of Emrich,LLC and cannot be duplicated or utilized in any shape or form without the express written consent of Emrich, LLC. Any use of this plan or use of any plan bearing a resemblance to the plan, constitutes an agreement between the user and Emrich, LLC that states the user shall compensate Emrich, LLC in full at the architectural market rate for similar plans. Emrich. LLC further forbids the distribution of these plans to other contractors or suppliers for bidding or construction purposes without written consent by Emrich, LLC. Any violation of this agreement will result in a minimum fee of $10,000.00 239 Stephenson Avenue Savannah, Ga. 31405 sal es@em rich pro. corn SAV 912.398.9969 ATL 470.210.8405 8V CRIMP METAL ROOF 1/2- PLYWOOD METAL EAVE DRIP 6" CONCRETE FIBER BOARD FACIA 3/4' EXTERIOR SHEETING CONCRETE FIBER BOARD SIDING 2X6 STUDS 0 16"OC 3 1/2" FIBERGLASS INSULATION QUICK 71E CABLE SYSTEM 3/4" EXTERIOR SHEETING -- CONCRETE FIBER BOARD SIDING — 2X6 STUDS 0 16"OC 3 1/2- FIBERGLASS INSULATION tz, t So FIBERGLASS INSULA I CUPS AS "� b Fit UPLIFT 2X8 DOUBLE PLATE 2X2 NAILER ROOF FRAMING IRC SECT. 8,02, ICC 540, SECT. V FOR WOOD ROOF FRAMING. Al }SOLES IN BOLD DOWNS TO BE FILLE USING MANUFACTUREWS NW. 449 d" ANcHoR BOLTS araC ,— FLOOR TRUSS NOT TO SCALE .00R suss DOUBLE PLATE TIE DOWN CONNECTION TO' BEAM DETAIL ANCHOR BOLTS IRC SECT.R-403.1 MM ICC 600 SECT. 393.2.3AW 306.3.2 BOLTS SHALL BE 10 INCHES LONG, 518 INCH IN DIAYfTER WITH A 3X3 INCH WASHER IS INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES Of CORNERS AND 15 TO 48INM ON . WALL SECTION /--ENGINEERED -�` OPEN WEB TRUSS 3/4' HOLE MAX. ,.,—BOTTOM PLATE QUICK TIE (QTB10,1) FLOOR TRUSS ONCRETE 2,500 psi MIN ICK TIE STEEL SWEDGE SONRY COLUMN TO PEAK moi- /f M tV 1 EXTERIOR SHEAR WALLS N ICC 600 SECT. 205.5.3 r Windows and doors shalt not be Installed near comers within 24 rhes: Double studs at each end. TIE DOWN CONNECTION TO COLUMN DETAIL EXTERIOR WALL FRAMING IRC SECT. R-642.3 AND ICC 600 SECT 205.5 THE LENGTH OF SHEAR WALL, NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING 8 ROOF DECKING) 15132 INCHES. ZUSS P FOR SIZE -ITY 3/4' HOLE OP PLATE TIE DOWN TOP PLATE CONNECTION DETAIL 13TH TERRACE WALL SECTION AND DETAILS 2,000 SQUARE FEET 4 BEDROOM — 3 BATH 0 N `WIRE 0rj-L WALL HEIGHT NOT TO SCALE OPTION FOR USING QUICK TIE PRODUCTS CABLE TIEDOWNS, EPDXY ANCHORS, AND HARDWARE 1. CONTRACTOR MAY, IF DESIRED, CHOOSE TO CONNECT WOOD—FRAMED WALLS TO FOUNDATION USING QUICK TIE PRODUCTS' PRE --STRESSED CABLE TIES AND EPDXY ANCHORS IN LIEU OF METAL STUD PLATE TIES, HOLD --DOWNS, FLOOR--TO--FLOOR STRAPS, THREADED RODS AND/OR EMBEDDED ANCHORS. NOTIFY ENGINEER OF RECORD PRIOR TO START OF FRAMING IF THESE OPTIONS ARE TO BE USED. 2. A PRELIMINARY QUICK TIE CABLE LAYOUT MAY BE ASSUMED AS FOLLOWS: A. For One Story Building: i. PROVIDE ONE (1) QUICK TIE BLUE CABLE AT EACH SIDE OF EACH PRIMARY BUILDING CORNER. ii. PROVIDE QUICK TIE BLUE CABLES ALONG EACH EXTERIOR BEARING WALL AT A SPACING NOT TO EXCEED 4'-0" O.C. (PLUS OR MINUS 3", 4'-6" MAX) OR AT 8'-0" O.C. AT TRUSSES SPANNING LESS THAN OR EQUAL TO 17'-0". ALL INTERIOR BEARING WALLS SHALL HAVE QUICK TIE BLUE CABLES AT 4'-0" O.C. (PLUS OR MINUS 3", 4'-6" MAX). iii. PROVIDE ONE (1) QUICK TIE ORANGE CABLE AT EACH END OF EACH INTERIOR SHEAR WALL. iv. PROVIDE QUICK TIE 1/2 J9 x6" EPDXY ANCHOR BOLTS BETWEEN QUICK TIE CABLES AT AN EQUAL 19'Round SPACING NOT TO EXCEED 4'-0" O.C. ALONG ALL EXTERIOR WALLS AND 2'-0" MAX ALONG ALL SHEAR Doric Column WALLS. V. PROVIDE (1) QUICK TIE GREEN CABLE AT ALL GIRDER TRUSS BEARING LOCATIONS. vi. PROVIDE (1) QUICK TIE ORANGE CABLE AT EACH END OF GARAGE DOOR OPENING WHERE APPLICABLE. B. For Two Story Building i. PROVIDE ONE (1) QUICK TIE GREEN CABLE AT EACH SIDE OF EACH PRIMARY BUILDING CORNER. ANCHOR BOTRUSS 2X6 TREATED PLATE CABLES ALONG EACH EXTERIOR BEARING WALL AT A SPACING NOT TO EXCEED (3) 2X12 BOLTED AND GLUED TOGETHER SIMPSON PA51 W/ 1/2 TREATED PLYWOOD FOUNDATION STRAPS SANDWICHED BETWEEN MEMBERS r SET IN CONCRETE IN O.C. (PLUS OR MINUS 3", 4'-6" MAX). ' CMU COLUMNS 16"X15" CMU COLUMN iii. PROVIDE POURED SOLID TIE ORANGE CABLE AT EACH END OF EACH INTERIOR SHEAR WALL. s k5 QUICK TIE 1/2 it x6" EPDXY ANCHOR BOLTS BETWEEN QUICK TIE CABLES AT AN EQUAL := Y REBAR NOT TO EXCEED ' VERTICAL AT WALLS. COLUMN CENTERS WIRE ONE (1) QUICK TIE GREEN CABLE AT ALL GIRDER TRUSS BEARING LOCATIONS. 3000# CONI. ONE (1) QUICK TIE ORANGE CABLE AT EACH END OF GARAGE DOOR OPENING WHERE C4 "- I #3 REBAR 30 (TYP) WALL SECTION /--ENGINEERED -�` OPEN WEB TRUSS 3/4' HOLE MAX. ,.,—BOTTOM PLATE QUICK TIE (QTB10,1) FLOOR TRUSS ONCRETE 2,500 psi MIN ICK TIE STEEL SWEDGE SONRY COLUMN TO PEAK moi- /f M tV 1 EXTERIOR SHEAR WALLS N ICC 600 SECT. 205.5.3 r Windows and doors shalt not be Installed near comers within 24 rhes: Double studs at each end. TIE DOWN CONNECTION TO COLUMN DETAIL EXTERIOR WALL FRAMING IRC SECT. R-642.3 AND ICC 600 SECT 205.5 THE LENGTH OF SHEAR WALL, NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING 8 ROOF DECKING) 15132 INCHES. ZUSS P FOR SIZE -ITY 3/4' HOLE OP PLATE TIE DOWN TOP PLATE CONNECTION DETAIL 13TH TERRACE WALL SECTION AND DETAILS 2,000 SQUARE FEET 4 BEDROOM — 3 BATH 0 N `WIRE 0rj-L WALL HEIGHT NOT TO SCALE OPTION FOR USING QUICK TIE PRODUCTS CABLE TIEDOWNS, EPDXY ANCHORS, AND HARDWARE 1. CONTRACTOR MAY, IF DESIRED, CHOOSE TO CONNECT WOOD—FRAMED WALLS TO FOUNDATION USING QUICK TIE PRODUCTS' PRE --STRESSED CABLE TIES AND EPDXY ANCHORS IN LIEU OF METAL STUD PLATE TIES, HOLD --DOWNS, FLOOR--TO--FLOOR STRAPS, THREADED RODS AND/OR EMBEDDED ANCHORS. NOTIFY ENGINEER OF RECORD PRIOR TO START OF FRAMING IF THESE OPTIONS ARE TO BE USED. 2. A PRELIMINARY QUICK TIE CABLE LAYOUT MAY BE ASSUMED AS FOLLOWS: A. For One Story Building: i. PROVIDE ONE (1) QUICK TIE BLUE CABLE AT EACH SIDE OF EACH PRIMARY BUILDING CORNER. ii. PROVIDE QUICK TIE BLUE CABLES ALONG EACH EXTERIOR BEARING WALL AT A SPACING NOT TO EXCEED 4'-0" O.C. (PLUS OR MINUS 3", 4'-6" MAX) OR AT 8'-0" O.C. AT TRUSSES SPANNING LESS THAN OR EQUAL TO 17'-0". ALL INTERIOR BEARING WALLS SHALL HAVE QUICK TIE BLUE CABLES AT 4'-0" O.C. (PLUS OR MINUS 3", 4'-6" MAX). iii. PROVIDE ONE (1) QUICK TIE ORANGE CABLE AT EACH END OF EACH INTERIOR SHEAR WALL. iv. PROVIDE QUICK TIE 1/2 J9 x6" EPDXY ANCHOR BOLTS BETWEEN QUICK TIE CABLES AT AN EQUAL 19'Round SPACING NOT TO EXCEED 4'-0" O.C. ALONG ALL EXTERIOR WALLS AND 2'-0" MAX ALONG ALL SHEAR Doric Column WALLS. V. PROVIDE (1) QUICK TIE GREEN CABLE AT ALL GIRDER TRUSS BEARING LOCATIONS. vi. PROVIDE (1) QUICK TIE ORANGE CABLE AT EACH END OF GARAGE DOOR OPENING WHERE APPLICABLE. B. For Two Story Building i. PROVIDE ONE (1) QUICK TIE GREEN CABLE AT EACH SIDE OF EACH PRIMARY BUILDING CORNER. ii. PROVIDE QUICK TIE BLUE CABLES ALONG EACH EXTERIOR BEARING WALL AT A SPACING NOT TO EXCEED 4'---0" O.C. (PLUS OR MINUS 3", 4'-6" MAX), OR 8'-0" O.C. (PLUS OR MINUS 3", 8'-6" MAX) AT TRUSSES SPANNING 17'-0" OR LESS. ALL INTERIOR BEARING WALLS SHALL HAVE QUICK TIE BLUE CABLES SPACED AT 4'-0" O.C. (PLUS OR MINUS 3", 4'-6" MAX). iii. PROVIDE ONE (1) QUICK TIE ORANGE CABLE AT EACH END OF EACH INTERIOR SHEAR WALL. iv. PROVIDE QUICK TIE 1/2 it x6" EPDXY ANCHOR BOLTS BETWEEN QUICK TIE CABLES AT AN EQUAL SPACING NOT TO EXCEED 4'-0" O.C. ALONG ALL EXTERIOR WALLS AND 2'-0" MAX ALONG ALL SHEAR WALLS. V. PROVIDE ONE (1) QUICK TIE GREEN CABLE AT ALL GIRDER TRUSS BEARING LOCATIONS. iv. PROVIDE ONE (1) QUICK TIE ORANGE CABLE AT EACH END OF GARAGE DOOR OPENING WHERE APPLICABLE. 3. CONTRACTOR MAY CONNECT TRUSSES TO TOP PLATE WITH (2) HA4 HURRICANE CLIPS WHERE SIMPSON H10 CLIPS ARE SPECIFIED, AND (1) HA4 HURRICANE CLIP WHERE SIMPSON H2.5A CLIPS ARE SPECIFIED. 4. INSTALL QUICK TIE CABLES AND/OR ANCHOR BOLTS USING POWERS AC100 "TEAL LABEL" EPDXY ONLY, AVAILABLE FROM QUICK TIE PRODUCTS, INC., AND FOLLOWING QUICK TIE PRODUCTS SPECIFICATIONS FOR EMBEDMENT, EDGE DISTANCE, TENSIONING, AND HEADER STRAPPING. REFER TO WWW.QUICKTIEPRODUCTS.COM FOR INSTALLATION INFORMATION. 5. A FINAL REVIEW AND APPROVAL OF THE QUICK TIE CABLE LAYOUT WILL BE SUBMITTED TO CONTRACTOR FROM ENGINEER OF RECORD AFTER THE ENGINEER'S RECEIPT OF TRUSS SHOP DRAWINGS AND PRIOR TO HARDWARE FABRICATION AND INSTALLATION. CABLE LAYOUT AND/OR QUANTITY MAY VARY SOMEWHAT FROM THE PRELIMINARY LAYOUT BASED UPON FINAL TRUSS FRAMING LAYOUT AND END REACTIONS. 6. INSTALLATION OF ALL QUICK TIE CABLES MUST BE PERFORMED BY INSTALLER(S) TRAINED SPECIFICALLY BY QUICK TIE PRODUCTS, INC.. FOR INFORMATION ON FINDING TRAINED INSTALLERS IN PROJECT AREA, CONTACT QUICK TIE PRODUCTS, INC. AT (800) 397--5542. QUICK TIE PRODUCTS, AT GENERAL CONTRACTOR'S OPTION, CAN PROVIDE TRAINING TO PERSONNEL ALREADY EMPLOYED OR SUB—CONTRACTED BY THE GENERAL CONTRACTOR. QUICK TIE OPTION SPECIFICATI❑N NOTES FOR SINGLE-FAM"ILY ASI IM"M r"Wa COM* ,mthnm ftolva 9toft &W coft , . aw die and Matra of Georgia mandmwla QUICK TIE DETAIL NOTE: 1 } CONTRACTOR IS NOT TO CONSTRUCT THE THROUGH F � 0 0 R TRUSS ALL coNSTtxucz � �� o� A�D two FINISHED BUILDING TO HEIGHT THAT EXCEEDS ICC 000 AND FAMILY DWELLING COM 20_(? ...EDmox THE CITY OF TYB E E ORDINANCE. ANO STATE OF GEORGIAAMENDMENTS 2) CONTRACTOR IS REQUIRED TO MEET ALL CITY ORDINANCE, ANY FAILURE TO DO SO WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. SCALE: NTS SHEET 10 DATE: 2/1/16 Emrich Design REVISION: -- REVISION DATE: - 2,39 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 QUICK TIE -DOWN SYSTEM GENERAL NOTES: 1. Provide the following products as manufactured by Quick Tie Products, Inc.: a. QT - Wall Uplift Anchors b. HA 4 and/or MTS 12 - Truss/Top Plate Uplift Connectors C. QT and QT3 - Shear Wall Hold-downs d. QHD2 - Shear Wall Hold-downs e. QT and QT3 - Girder Hold-downs f. QGT and QHD2(G) Girder Hold-down Connectors g. Q1000 Epoxy Adhesive h. Other miscellaneous metal hardware 2. Contractor shall verify all conditions and dimensions before beginning the work of this portion of the work and notify the Engineer of any discrepancies. 3. The QT and QT3 Anchors shown must be installed by a factory trained and certified installer. 4. All other hardware shown must be installed in strict accordance with the details and nailing requirements shown. 5. Deliver, handle and store all materials in their original cartons, off the ground and protected from rain, snow,! wind or other damage -causing elements either natural or man made. 6. This building will not be secured against uplift or lateral wind loads until all hardware and sheathing is fully installed. Contractor shall make provisions for securing the stability and providing proper alignment of the structure during construction. i, WALL UPLIFT AND HOLD-DOWN ANCHORAGE NOTES 1. The QT assemblies provide wall uplift resistance and hold-down resistance for shear walls and girders from the uppermost top plate or girder through to the foundation of the building system 2. Products: 2.1. Wire rope - % (or 3/8 inch) diameter, galvanized "aircraft" designated 7x19 with a minimum breaking strength of 7000 (or 14,400) pounds. 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel with a minimum yield strength of 70,000 psi and an ultimate tensile strength of 85,000 psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread, UNC Y2 x''113 (or 6 inches of thread, UNC 3/ x 10). Stud is uncoated. 2.3. Nuts - nominal % x 13 hex nuts (or 3r x 10), cadmium plated 2.4. Round washers - nominal 1 inch diameter, galvanized 2.5. Square washers: 3 inch x 3 inch x 1/4 inch thick with diagonal slotted hole (or 3 inch x 5 inch' x 3/ inch with a circular hole). Washer is uncoated. 2.6. Epoxy - shall be Quick Tie Q 1000installation: ) 3. Installer: All Quick Tie anchorages shall be installed by a factory trained installer who shall provide the following documentation for approval before proceeding with the work: 3.1. Certificate(s) identifying specific trained installer(s) who will be working on this project 3.2. Quick Tie Detailed Installation Instructions 3.3. Sample of Quick Tie Installation Quality Check ListlSign-off Sheet (to be completed by installer during installation) 3.3.1. The General Contractor shall have electric power available to the Quick Tie installer without charge,. At least one electric outlet (115V, 20A) shall be available. 3.3.2. The General Contractor is responsible for the proper installation of all elements of the wall system. Some of these elements have specific requirements: 3.3.2.1. Design load capacities for Quick Tie Products are based on the using Douglas Fir, Larch or Southern Pine lumber for the framing. Notify the Engineer if Quick Tie hardware is to be connected to any other species. 3.3.2.2. Stud framing - Quick Tie anchors, when pre -tensioned, impart a compression load on the stud framing. The details include suggested g g9 stud arrangements for resisting these loads. 3.3.2.3. Sheathing - in order for the wall uplift system to resist loads shown in the Quick Tie Spacing Tables, the sheathing, at a minimum, must be: • One -side, 7116 inch OSB with 8d nails on a 6/12 pattern • Two -sides, %2 inch GWB with #6 x 1-114 Inch screws on a 16/16 pattern. When GWB wall system is used, additional strapping is provided and must be installed in accordance with wall elevation details. 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left off until fully inspected by required inspection officials 4.1. Plates - The top plates and sole plates will be drilled by the Quick Tie installer during the installation process. The General Contractor is responsible for providing appropriate fire proofing/stopping for these penetrations to meet all rated assembly requirements. 4.2. Concrete - The concrete will be drilled by the Quick Tie installer during the installation process. The General Contractor shall be responsible for insuring that the concrete receiving the epoxied stud has reached a minimum for 2,500 psi compressive', strength before the Quick Ties are pre -tensioned. Furthermore, the General Contractor shall insure that the epoxied stud remains undisturbed until the epoxy has achieved minimum "load time" for the temperature and conditions indicated on the Q 1000 label. (-Notes to Designer - not to be included in the drawings) 1. Some of the catalog load tables indicate a "133°!0" value for the connector. Check with Code or Building Official to verify specific applicability. 2. Items identified as (Special) in the product listing above are to be used where galvanizing is required. 3. For load tables, products or conditions not included in the typical notes and details provided, see Quick Tie product catalog elsewhere on this web site 4. QHD2(G) shown in the accompanying details is the same product labeled QGT2 in the catalog SUGGESTED QUICK TIE HOLD D(-IWN & OMPRESSION STUD CONFIGURATIONS NOTE: MODEL # N. AS . FAS. SIZE THE ILLUSTRATIONS BELOW SHOW ONLY POSSIBLE CONFIGURATIONS FOR QUICK TIES AND COMPRESSION STUDS. THESE ILLUSTRATIONS DOES NOT INDICATE ADDITONAL STUDS MUST BE ADDED. CORNERS, TEES, JACKS AND KING STUDS CAN BE USEDAS REQUIRED COMPRESSION STUDS WHEN LOCATED NEXT TO QUICK TIES. A—(1—QT) STUD CONFIGURATIONS C—(I.—QT3) STUD C❑NFIGURATI❑NS DOR OR OR ❑R o 14 o ALT. L Til]tOT.q LT. LOCATICIH LdCATIpN 950 ALT. L C TTI01 ALT. LOCATION T. LOCATION B—(2—QT) STUD CONFIGURATIONS D--2—QT3) STUD C❑NFIGURATI❑NS OR NI OR oo ALT. LOCATIOI o OR OR o ® LM i. IBATION T. LUCATI(II+1 OR ❑R _ OR OR o ALT. L ATI o ALT. L ATiO ALT, 10dX1-112 ALT. L CAT ALT. LOCATION LT. LOCATION = LIGHT STRAPS MS27 20 ;D 13TH TERRACE QUICK TIE SYSTEM 0•0SQUARE BEDROOM BATH NOTES QUICK TIE QT (or QT3) HOLD DOWN ANCHORAGE NOTES: 1. The QT assemblies, located and detailed on these shop drawings, provide uplift resistance from the foundation through to the uppermost plate of the building wall system. They are provided in lieu of the series of stud -to -plate straps and connectors, or threaded rods shown on the Architect's or EOR's drawings. 2. Products: 2.1. Wire rope --- % (or 3/8) inch diameter, galvanized "aircraft" designated 7x19 with a minimum breaking strength of 7,000 (or 14,000) lbs. 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel with a minimum yield strength of 70,000 psi and an ultimate tensile strength of 85,000 psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread UNC'/ x 13 (or 6 inches of thread, UNC 3/ x 10). Stud is uncoated. 2.3. Nuts --- Nominal % x 13 (or % x 10) hex nuts, cadmium plated. 2.4. Round washers --- Nominal 1 inch diameter, galvanized. 2.5. Square washers: 3 inch x 3 inch x % inch thick with diagonal slotted hole (or 3 inch x 5 inch x 3/ inch with a circular hole). Washer is uncoated. 2.6. Epoxy --- Shall be Quick Tie Q1000 epoxy. 2.7. Other hardware required for concentrated load connections (shear wall or girder hold downs) is shown on details accompanying the Quick Tie details and resists loads in accordance with the load tables contained in this submittal. 3. Installation: 3.1. Installer: All Quick Tie anchorages shall be installed by a factory trained and licensed installer who shall provide the following documentation for approval before proceeding with the work. 3.1.1. Certificate(s) identifying specific trained installer(s) who will be working on this project. 3.1.2. Quick Tie Detailed Installation Instructions. 3.1.3. Sample of Quick Tie Installation Quality Check List / Sign -off Sheet (to be completed by installer during installation). 3.1.4. The General Contractor shall have electric power available to the Quick Tie Installer without charge. At least one electric outlet (115V, 20A) shall be available. 3.1.5. The General Contractor is responsible for proper installation of all elements of the wall system not specifically provided by Quick Tie Products, Inc. Some of these elements have specific requirements that are detailed in this submittal: 3.1.5.1. Design load capacities for Quick Tie Products in this submittal are based on the Contractor using Douglas Fir Larch or Southern Yellow Pine lumber for the framing. Notify Quick Tie Engineer if hardware is to be connected to any other species. 3.1.5.2. Stud framing --- Quick Tie Anchors, when pre -tensioned, impart a compression load on the stud framing. The details in this submittal include suggested stud arrangements for resisting these loads, but the responsibility for the performance of these members rests with the Architect or EOR. 3.1.5.3. Sheathing --- In order for the uplift system to resist loads shown in the Quick Tie Spacing Table on this sheet, the sheathing, at a minimum, must be: • One side 7/16 inch OSB with 8d nails on a 6/12 pattern. • Two sides r inch GWB with #6 x 1 %" inch screws on a 16/16 pattern. When this wall system is used, additional strapping is provided and must be installed in accordance with details on sheet QTD-S3. 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left off until fully inspected by required inspection officials. 4.1. Plates --- The top plates and sole plates will be drilled by the Quick Tie Installer during the installation process. The General Contractor is responsible for providing appropriate fire proofing/stopping for these penetrations to meet all rated assembly requirements. 4.2. Concrete --- The concrete will be drilled by the Quick Tri -Installer during the installation process. The General Contractor shall be responsible for insuring that the concrete receiving the epoxied stud has reached a minimum of 2500 psi compressive strength before the Quick Ties are pre -tensioned. Furthermore, the General Contractor shall insure that the.epoxied stud remains undisturbed until the epoxy has achieved minimum "load time" for the temperature and conditions indicated on the Q1000 label. ALLOWABLE LOADS METAL HARDWARE MODEL # NO. FAS. FAS. SIZE 133% MODEL # N. AS . FAS. SIZE 133% TWIST STRAPS HURRICANE & SEISMIC CLIP MTS12 14 10dX1-1/2 945 HA4 1 9 1 10dX1-1/2 660 MTS12 14 10d COM. 950 HTS 16 22 10dX1-1/2 1255 MEDIUM STRAPS HTS16 22 10d COM. 1260 MS24 18 10dX1-112 1270 LIGHT STRAPS MS27 20 10dX1-112 1414 LS9 8 10dX1-112 575 MS30 22 10dX1-1/2 1550 LS12 10 10dX1-1/2 715 MS36 26 10dX1-1/2 1835 LS18 14 10dX1-1/2 1005 MS39 28 10dX1-1/2 1975 LS21 16 1 10dX1-1/2 1145 MS48 28 10dX1-1/2 1975 LS24 18 10dX1-1/2 1240 MS24 18 16d COM. 1625 LS9 8 16d COM. 725 MS27 20 16d COM. 1805 LS 12 10 16d COM. 905 MS30 22 16d COM. 1990 LS18 14 16d COM. 1240 MS36 26 16d COM. 2060 LS21 16 16d COM. 1240 MS39 28 16d COM. 2060 LS24 18 16d COM. 1240 MS48 28 16d COM. 2060 • NOTES: • When (3) HA4's cannot be used then (2) MTS12's manufactured by Quick Tie Products, Inc. may be used. Use all nails specified (14 - 10dx1 #'). • Nails, 0 8d nails are 0.131 diameter. o 10d nails are 0.148 diameter. 0 16d nails are 0.162 diameter, SCALE: NTS SHEET 11� DATE: 2/1/16 Q(It IL11 T) Emrich 1. The QT assemblies, located and detailed on these shop drawings, provide uplift resistance from the foundation through to the uppermost plate of the building wail system. They are provided in lieu of the series of stud—to—plate straps and connectors, or threaded rods shown on the Architect's or EOR's drawings. 2. Products: 2.1. Wire rope --- 34 inch diameter, galvanized "aircraft" designated 7x19 with a minimum breaking strength of 7,000 lbs. 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel with a minimum yield strength of 70,000 psi and an ultimate tensile strength of 85,400 psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread (UNC N x 13). Stud is uncoated. 2.3. Nuts --- Nominal 36 x 13 hex nuts, cadmium plated. 2.4. Round washers --- Nominal 1 inch diameter, galvanized. 2.5. Square washers: 3 inch x 3 inch x k inch thick with diagonal slotted hole. Washer is uncoated. 2.6. Epoxy --- Shall be Quick Tie Q1000 epoxy. 2.7. Other hardware required for truss / top plate connectivity is shown on details accompanying the Quick Tie details and resists loads in accordance with the lood tables contained in this submittal. 3. Installation: 3.1. Installer: All Quick Tie anchorages shall be installed by a factory trained and licensed installer who shall provide the following documentation for approval before proceeding with the work. 3.1.1. Certificate(s) identifying specific trained installer(s) who will be working on this project. 3.1.2. Quick Tie Detailed Installation Instructions. 3.1.3. Sample of Quick Tie Installation Quality Check List / Sign—off Sheet (to be completed by installer during installation). 3.1.4. The General Contractor shall have electric power available to the Quick Tie Installer without charge. At least one electric outlet (115v, 20A) shall be available. 3.1.5. The General Contractor is responsible for proper Installation of all elements of the wall system not specifically provided by Quick Tie Products, Inc. Some of these elements have specific requirements that are detailed in this submittal: 3.1.5.7. Design load capacities for Quick Tie Products in this submittal are based on the Contractor using Douglas !Fir Larch or Southern Yellow Pine lumber for the framing. Notify Quick Tie Engineer if hardware Is to be connected to any other species. 3.1.5.2. Stud framing --- Quick Tie Anchors, when pre—tensioned, impart, a compression load on the stud framing. The details in this submittal include suggested stud arrangements for resisting these loads, but the responsibility for the performance of these members rests with the Architect or EOR. 3.1.5.3. Sheathing --- In order for the uplift system to resist loads shown in the Quick Tie Spacing Table on this sheet, the sheathing, at a minimum, must be: 4 One side 7/16 inch OSB with 8d nails on a 6/12 pattern. g Two sides % inch GWB with #6 x 1 34" inch screws on a 16/16 pattern. When installed in this wall system is used, additional strapping Is provided and must be accordance with details on sheet OM—S3. 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left off until fully inspected by required inspection officials. 4.1.. Plates ---- The top plates and sole plates will be drilled by the Quick Te Installer during the �� installation process. The General Contractor is responsible for providing appropriate fire two ri proofing/stopping for these penetrations to meet all rated assembly requirements. ��, 1• �04Ak%' Concrete --- The concrete will be drilled by the Quick Tle Installer during the installation 1 process. The General Contractor shall be responsible for insuring that the concrete receiWng the epoxied stud has reached a minimum of 2500 psi compressive strength before the Quick Ties are pre—tensioned. Furthermore, the General Contractor shall insure that the epoxied stud remains undisturbed until the epoxy has achieved minimum "load time" for the temperature and conditions indicated on the 01000 Design REVISION: - REVISION DATE: - 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 QUICK TiE SPACING TABLE & UPLIFT CONNECTIONS TRUSS TO TRUSS UPLIFT QUICK TIE TRUSS TO TRUSS UPLIFT QUICK TIE TOP PLATE LOAD (LBS SPACING TOP PLATE LOAD (LBS SPACING CONNECTION PER TRUSS) (FT. & IN.) CONNECTION PER TRUSS) (FT. & IN.) HA4 or MTS12 (24" O.C.) FTAN HA4 or MTS12 (24" O.C.) FUN 1 1 0-400 V-0" 2 2 977 41-9" 1 1 426 7'-9" 2 2 1032 4'-6" 1 1 455 7`-641 2 2 1092 4'-3" 1 1 487 7'-3" 2 2 1161 1 1 522 71-0" 2 2 1238 3'-9" 1 1 562 6'-9" 3 2 1326 V-6" 1 1 606 6'-6" 3 2 1428 3'-3" 1 1 655 6'-3" 3 2 1547 31-0" 2 1 711 6'-0" 3 2 1688 2141 2 1 774 5'-9" 3 2 1857 2'-6" 2 1 844 5'-6" 4 3 2063 2'-3" 2 1 884 5'-3" 4 3 2321 21-011 2 2 928 5'-0" NOTES: • Values in the above table were derived from wall assembly load tests and are determined by the lower of the following: O The ultimate test load divided by a factor of 3.0. o The load that causes an upward deflection of 1/4". • Exact spacing may vary as long as the location between any two Quick Ties does not vary more than 3 inches. Therefore, the absolute maximum spacing of 8'-6" is acceptable. • HA4 & MTS12 use minimum 1 Odx1 % nails. Design REVISION: - REVISION DATE: - 239 Stephenson Avenue Savannah, Ga. 31405 sales@emrichpro.com SAV 912.398.9969 ATL 470.210.8405 SITE/GRADING PLAN