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HomeMy Public PortalAboutBREWERS LANDING_11A (2)I I f1/4 ,..KR C.Y. ce c .. P.LL CONST UCTION MUST COMPLY WITH TH SS T D ) D- 'IND THE IBC ONE AND TWO FAMILY DWELLING CODE 7_00&DITION AND S TAT E OF GEORGIA AMENDMENTS. 21.INVICE COINPMENTi - NNEC i Ii'M MEANS il CZnrl2fl.0 Moans shall ba provided to disconnect all 6Iridtjctoro in a building or other structure Iwo trio service- 3ntrance conductors. LOT# I2 -A ADJOINING PROPERTY MARSH S 80012'56 "E 63.64' ER\ /ICE II MUST B NO ALUMlUN1\ "ection 9, sub - section b�-,., Land Developm / / / A minimum of (2) means of c, small b t i i d shall be error to minimize the �v�l �l�s that both might b rend ru: impassible le by 1i same ernerge icy condition. c g „l _ 1 �; €fists' ftIVS '. W Vt SLAB UNDER PLATFORM @ 7.00 M.S.L. PLATFORM s 1 13.00' M.S.L. F.G. 6.24V�j LOT cb dks .v / / • I>s,c?' / 's) di') 0 y, ,e ''', 7\› / or // * \ / / RESIDENTIAL SITE NOTES 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADOPTED CHATHAM COUNTY BUILDING CODES. 2) ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 3) BUILDING AREA AND ALL AREAS TO BE PAVED SHALL BE STRIPPED OF ALL VEGETATION, TOP SOIL, AND ROOT SYSTEMS. 4) SITE DRAINAGE SHALL BE ESTABLISHED TO PREVENT PONDING WATER CONDITIONS ON THE SURFACE AND TO ALLOW RAPID RUN -OFF OF STORM WATER. 5) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH LOCAL REQUIREMENTS. 6) ALL WATER, DRAINAGE & RUN OFF SHALL DRAIN TO ROAD CATCH BASIN, OR MARSH. NO STANDING WATER SHALL BE ALLOWED, NO WATER RUN OFF SHALL ENCROACH ON ADJACENT RESIDENTIAL PROPERTIES. 7) MAINTAIN FOOTING AND SLAB AREAS IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. ANY AREAS THAT ARE SOFTENED BY WATER OR BY CONSTRUCTION ACTIVITY SHALL BE REWORKED AND RECOMPACTED TO THE REQUIRED DENSITY AND BEARING. 8) FG. (FINISHED GRADE © M.S.L. (MEAN SEA LEVEL)) 4 )e> 20' ] / / //� ���� . F.G. 6.67 0 / <r§) 10' )GRAIN. & UTILITY ESMT. N CMF 1 B : CHMARK AIL IN 24" PINE ELEV 9.19 NAVD 1988 so / 0. 10 S AN SCALE: I” = 10' -O" / 0 / 5 •9 t::07137 j'2 Pt 9, t3r8 Z1 t 1130 0411 P • -=fie, .,77 f.3:11A'`L`, T,wt r>�f '°(P ugs Fj (� cJ �Um T�J c: ;.:� LOT# 10 -A ADJOINING PROPERTY GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. kflFICAT E equirui si icor piss od. dog. 6 -ial FOUNDATION SURVEY Certification letter and sunray required after foundation is in pi Ito. ) EQUIPMENT: TOPCON AP —L1A ERROR OF CLOSURE: LINEAR: 1/— ANG: — " /ANGLE BALANCED BY: PLAT: 1/— A /riye;,yay ppenirg whIth connects a residential straet Sell not or than 213iiiy ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912-352-7787 FOF: TIM RAMAKEE SCALE: 1" = 10' DATE: JANUARY 31, 2012 SURVEY DATE: FEBRUARY 2, 2012 PLAT FILE NO. 99 -16712 LOT I I -A BREWER'S LANDING GARDEN WARD, TYBEE ISLAND CHATHAM COUNTY, GEORR I A AREA OF LOT: 11,411 SF .F) 0 Ca) a) 0 CC J os U z U) z C w 0 -J z w 0 C w CC J 0 m z 0 Cl) Zh- cc w I z w Ec- F_ (6 in zw o (7) w w J w w 0 CC co w N 0 O° r- D- I O cc y.E • Z O 0 U CH SHEET NO. C �r LL 0 REVISIONS N 0 n to STRUCTURAL N M Z".5 0 J_ 2 0 0 z S O N w I- n J 0 r M 0 C) ui z w 0 J I- z w 0 w CC —J 0 Q 0 t r CHECKED BY: m z < cc 0 DESIGNED BY: 6 ai 1 D co tf OVERALL. BUILDING HEIGHT • • • ; ; : I ; . • : ; ; ; ' • : • ; • ; " : 12 f?..9c7Htle, ; • • • ; . • ; 5r-- , i • . 1 •. • : ; ; ; ' ! • ' , • • ; • ; ; • • • • • , „ • ; : • , • : ' ; • . . , • „ . . ; • , • ; i • • • ; : , ; . • - . . • • • ; ; : • • I'-5" i O.H. FROM PORCH BEAM 6" 50. COLUMN---j AS SPEC12 (1YT) 56" HI. HANDRAIL AS SPECID 6" 50, COLUMN AS SPEOD (TYP) 56" HI. HANDRAIL AS SPEC17 12 —15 CHORIZ. VINYL AS-SPEc TEMPE-RD GLASS • l'-4" (TYP) RAFTER BEARING ON tE SECOND FLOOR CEILING LINE WINDOW HEAD HOT. SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD HGT. RESIDENCE FIRST FLOOR LINE GROUND LEVEL / GARAGE CEILING LINE WINDOW HEAD HOT. GROUND LEVEL / GARAGE FLOOR do YNE • ,e575.55,K7-5557.;55; 50N550.-f-0F5r .55525ki; 5.555-a '50; '55,1 , aStr Pea._ OJW cr" (-RAFTER BEARING ON If , .k SECOND FLOOR CEILING LINE WINDOW HEAD HT. • • SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD 1-16,T. -e • RESIDENCE FIRST FLOOR LINE GROUND LEVEL / GARAGE CEILING LINE GROUND LEVEL / GARAGE FLOOR LINE 12 REAR ELEVATION SCALE: 1/4" = 1-0" ; • ; • • ; • • • !•• ••• _,•,••• • ;;•.55,.,•••• : :•,L; ;5;5_ • 5, 5,0 ;5,55_ ,0„; 12 ...........5. .!,_ROOT,I.N.0,:•EHIN.G.LEE,Ap,..11?1_;..,.-;,;L:: ,_,:..,.. ) FL: 1 1 1 Ii I , . • , t ;• • Ht Lit i 1 : 11 i- Li 5 0 . .• 5 I Li _ 5 r ., ,: II f ,I b „ H CHORIZ. VINYL AS-SPEc TEMPE-RD GLASS • l'-4" (TYP) RAFTER BEARING ON tE SECOND FLOOR CEILING LINE WINDOW HEAD HOT. SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD HGT. RESIDENCE FIRST FLOOR LINE GROUND LEVEL / GARAGE CEILING LINE WINDOW HEAD HOT. GROUND LEVEL / GARAGE FLOOR do YNE • ,e575.55,K7-5557.;55; 50N550.-f-0F5r .55525ki; 5.555-a '50; '55,1 , aStr Pea._ OJW cr" (-RAFTER BEARING ON If , .k SECOND FLOOR CEILING LINE WINDOW HEAD HT. • • SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD 1-16,T. -e • RESIDENCE FIRST FLOOR LINE GROUND LEVEL / GARAGE CEILING LINE GROUND LEVEL / GARAGE FLOOR LINE 12 REAR ELEVATION SCALE: 1/4" = 1-0" ; • ; • • ; • • • !•• ••• _,•,••• • ;;•.55,.,•••• : :•,L; ;5;5_ • 5, 5,0 ;5,55_ ,0„; 12 ...........5. .!,_ROOT,I.N.0,:•EHIN.G.LEE,Ap,..11?1_;..,.-;,;L:: ,_,:..,.. ) FL: 1 1 1 Ii I , . • , t ;• • Ht Lit i 1 I i- Li F.— r I Li . ________H_______j t I 1-1 ; -7- AS SPEC-12) I 1 L I. • _ _ It III i iii- - - - - • , Sx8 P.T. PIER (TYP) •• 1; •;•. 1 IR.ONT ELEVATION SCALE: 1/4" = V-0" 1: . 1 !, , . ININIMPINS 1' 0 (TYP/ 5n.05-0 '5=1:0‘0,0•0'0'50, .5:05.10'•) .05'05;f•J ;5;:0,0 555.55-5,5555).5;575, :AHH1;:.HHHHI:H,HH, dZt r RAFTER BEARING ON tt • \ SECOND FLOOR CEILING, LINE WINDOW HEAD HOT. "1? • • SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD HOT. -9 • RESIDENCE FIRST FLOOR LINE &ROUND LEVEL / GARAGE CEILING LINE GROUND LEVEL / GARAGE FLOOR LINE 12 ... ; • : • ; : : ' • • ; ' ;„i 0,5_5' 5. 5•_. • • • • ; ; ; ! ; ; • ... ING SHINGLES:AS SPEO72 'I• 1 1 : • , • 4-,■■ •■:■,■- f I • lEMPERD GLASS ; ; • : . • 1 • • : I I • . CHORIZ_VINYL AS SPEC12) 12 • STAIR -LANDING- r cc LANDING i•;\ 6STD 10,99 T;iI 02 6•1.2A2, ECT, AND 19e , WliPOWS,GLA:,T3 Di:Kr 1Vrj,D 3HALL APPROVE;;:j ',N 0 h1g10„1,2P.: ) 0 0 ?;,cr•ci VP:01 i-302:1T,F;," K L) cRC, tie0 AND STC,10-lill VANOTH ,r)F SHF.kri WEkt.l. NEEDED MIT - E 0,ETERMt74ET; 11Cltin, DESIONIri, VAINIL'or THIGKIlESS 'eto'ATVIII40 A Fn,r1F DECIfiNfn ?E JLe Windows and dobre6 installsd 27 irloh,F, fa7-- h-733,4- WO; hg4,4 Frnd 4 ikn'Ir4? wi,!! ftJ gk ra.N2e1, (paitla r,rt:a9,) r‘-,opavatati •;•.; hr.bitrift 5EA tht ';!'%.;W;; r?NpFV:.•-•?. C---r-S•tql?t,1!?"Tr, c Fr'lloott lia:tard "ionef:, iieor eizvoilon loo't above ElFE. 4Q intario7. Wa\ls der.-led to allow 11 zr el water, :Y.) mechanta! ordy parking, limited 51.0rat,r, No.117:e-37:4,ip,a-ozsi.) balm ktil,'17 • FOqUireAl tO . ' -; 41006 olevinion.1 gq11Mr-2 Nat fl; f: 1 loot :he Lirrtril : ; „ oppo3ito , • OVERALL BUILDING HEIGHT axe' P.T. PIER (TYP) 1.-ET5Ir,E ELEVATION SCALE: 1/4" = V-0" rm,1,7) ECT. R682.4 NTPRIOR LOAL HALL CON',':f7iUCTED, M!ED AND FIRERLOasl.ED Er;R r RAFTER BEARING ON It SECOND FLOOR CEILING LINE WINDOW HEAD HGT. -;o • • SECOND FLOOR LINE FIRST FLOOR CEILING LINE WINDOW HEAD HGT. RESIDENCE FIRST FLOOR LINE • GROUND LEVEL / GARAGE CEILING LINE • GROUND LEVEL / GARAGE FLOOR LINE 12 SF- :J.-- • ' ' . . . • : . ' . , ! ! ! ' 1 ' ! I . ' • ' i 1 . . . , . • , : : ; ", • • • i , ; : : • , • - :, , ', I ; • : : • 1 : • • • : :, • i " ; 1 ' . .,_,, _.....L; , „ -,....4.7i.-- 4 ,,:......±. ■,..... -:...,,,-, ,,....,...-....., FL.,....•...,—..,....,.-__;',....4,-...,-;--_,,4__•.,,,i,_.. , ..,..,..4......-,-, .,-, .." , -,-_ ' • ; • ; ! • i . ; ' ! • ' • : • ' • • • • • , 1 • • ' . • : : ! ' !• . 1 i : ' ' , : : i ' ; ' ! i • . FLOOD VENT ON WALL BEYOND ; • ; ' • • ! ; ; ! ! ! . • ,---,'; , : . ' 1 1 ; ! -;-!' r , '-er ! ' ' . . . . ' ' ' ! , i 1 . ; ' ; ' • , ; , , , ; . . , . . , • , : : , : s : , . 10-0Mke,=-pHill-ei±-5--,66-.-50tvP-,---- ss--,-.,- r ---:-.,---:---:-.-.-:, ----,-.:, , , , . " • • ._,,-;.!....• ., ; ....i - ...ii,..r .•,-, ,-,,-..,.:-. ;4...-. I . ; , 1 , . . • ; . • . . • , . ; ■ , ' : ; • ! . l'-4" (TYP, r- «,• iI& iiyjLt -;" 6-NDRAIL8 FIEQUIRED. 34" to SG" in height with continuous, unintenopter,i GUARDS REQUIRED. PerCNeHr5, beiC011ieS, decks, morns, etc. more than 30" above floor or gado: REIM ENTiAL hairTht 36" CaviliVIERCIAL - minimum heloht 42" Largest opening permitted is 4". 12 • I'-4" (TYP) CRORIZ. VINYL AS SPED 1 I I 21_10 • O.H. FROM PORCH BEAM 6" 50. COLUMN AS SPEC'D (TYP) 56" HI. HANDRAIL AS SPEC'D 6" 50. COLUMN AS SPED (TYP) 56" HI. HANDRAIL AS SPEC'D '6PA.CF. 3EL:Pv yrirrntatic vents tacruirod to FeiieVR \If:4.er onlrleti sou, •'• llood elekation,lslun, loch of Vafif rcturl A".1' 41) 1,mt or nottom „ I !:0? OfEde +.or ; WE,:n Rlei-1T511,e ELEVATION SCALE: 1/4" = 1'-0" SHEET NO. \-1 sq U_ 0 REVISIONS STRUCTURAL Li to N co to N a 02/14/2012 CHECKED BY: m z < cc a DESIGNED BY: 1 IL I I < t 1- m 4' -10" 36' -0" 3' -6" 32' -6" • • _1 Zo m // , 0 r ( 24' -5" --1- 1 L I 11' -'1" • - - cn - \ i -- �— r- - - I Ou) t- - - -� -- _ i -- — - -t— ---- O --------- - - �FDII I I © I - -- _1 • I u- I 1 1 j • • 1 -- -- 0 i' -10" - 6' -O�� t I 1 I1 — — -- I I I I I 1 a II' -10" - -- 1-- II 0 H , I.- - L © - I 1 -i . --I I ? II I I • • I I I 1 I II © 1 I r L 1 J :7-1_, m 0 • • • N e'' 0 I I1 I I I I lI l � 0 © I 11 -J I J Il' -b" I - - • i I 1 L Q - -- -- I — • cv 0 2'-q 1/2" j • ■ II - • I 1 1 L - - -- FDI FDI —J - - ----I Ii t - 1 2' -'1 1/4" -10 3/4" 4' -2" 2' -a 1/2" 10' -a 1/4" 5' -4 1/2" a' -0" 2' -0" 23' -4" 36' -0" FOUNDATION PLAY SCALE: 1/4" = 1,-0" ROOF PLAN SCALE: I/4" = I'-0" • • FOUNDRTION NOTES I) 4" THICK, 3000 P.S.I. CONC. SLAB, REINF. W/ 6X6 #10 / 4S10 W.W.M., TURN DOWN INTO FT6. ON 6 MIL POLYETHELENE OVER GLEAN, DRY, COMPACTED, TERMITE TREATED EARTH FILL. 2) 2' -O" WIDE X 2' -O" DEEP, 3000 P.S.I. MONOLITHIC CONCRETE FOOTING, REINF. W (3) #4 REBARS TOP 8 BOTTOM CONT. d TIE W/ #3 ROD ® 24" O.G. (LAP 25" 4 BEND 25" 0 CORNERS) ON COMPACTED OR UNDISTURBED SOIL FREE OF ORGANIC MATERIAL. (SEE SECTION SCI 4 SC2) 3) 3'-0" x 3'-0" x I' -O" DEEP, 3000 P.5.1. MONOLITHIC CONCRETE FOOTING, REINF. W! #5 REBARS 0 8" 0.G. EACH WAY. 4) 4" THICK, 3000 P.5.1. GONG. SLAB, THICKEN SLAB EDGE 8" 5) 2' -O" WIDE X I'-O" DEEP, 3000 P.5.1. MONOLITHIC CONCRETE GRADE BEAM, REINF. W/ (2) #4 REBARS CONT. (LAP 25" 4 BEND 25" ® CORNERS) ON COMPACTED OR UNDISTURBED SOIL FREE OF ORGANIC MATERIAL. 6) 4" THICK, 3000 P.5.1. CONC. SLAB, THICKEN SLAB EDGE TO I6" W. X 12" D. 1) 8" X 8" (NOMINAL) P.T. "YELLOW WOOD" PIER, REINF. W/ SIMPSON # CB8 ' TO FT6. 8) b" X 6" (NOMINAL) P.T. PIER, REINF. W/ SIMPSON # GB66 TO FTC. C eNEi 4AL. SOO SAM I Ne NOTES I. ALL RIDGE, HIP 4 VALLEY MEMBERS SHALL BE A 2x12 MINIMUM AND CONTINUOUS IN LENGTH. USE 1 -3/4" MIGROLAM FOR CONTINUOUS LENGTH, IF NECESSARY. 2. ALL RAFTERS, UNLESS OTHERWISE NOTED, SHALL BE 2 X 6 0 16" 0.C. // 3' -0" z II I ° ° ° If 41I °II IF 4 O 4 / //, > \ \4 ? / >) / \ / / \ / \ / \ / \ \ \\\ 4 2' -O" 4 SEE SITE PLAN, FOR DRIVEWAY MATERIAL 2X10 FORM SET IN SLAB, REMOVE AFTER AFTER CONCRETE HAS HARDENED 1/2" IMPREGNATED EXPANSION JOINT CONT. 4" THICK, 3000 P.5.1. CONC. SLAB, REINF. W/ FIBERMESH 8 6X6 #10/ #10 W.W.M. ®3b" PERIMETER, TURN DOWN INTO FTC. ON 6 MIL POLYETHELENE OVER GLEAN, DRY, COMPACTED, TERMITE TREATED EARTH FILL. • • \ \ \ \ \ \ \ \ \ \ \ \\ 4 \< 8" mI • dJ iV GARAGE FIN FLR 2' -O" WIDE X 21-0" DEEP, 3000 P.5.1. MONOLITHIC CONCRETE FOOTING, REINF. W/ (2) #4 REBARS TOP 4 BOTTOM CONT. 8 TIE W/ #3 ROD ® 24" 0.G. (LAP 25" 4 BEND 25" ® CORNERS) ON COMPACTED OR UNDISTURBED SOIL FREE OF ORGANIC MATERIAL. eAsAeE DOOR SILL TA I L SCALE I " =I' -O" X LOAD BEARING WALL AS SPEC'D ON PLAN 4" THICK, 3000 P.5.1. CONC. SLAB, REINF. W/ 6X6 #10 / #10 W W.M., TURN DOWN INTO FIG. ON 6 MIL POLYETHELENE OVER CLEAN, DRY, COMPACTED, TERMITE TREATED EARTH FILL. d d 4 Q V/ 4 4 4 4 • . • i\ /i 8" 2' -O" 24" WIDE X 12" DEEP, 3000 P.5.1. MONOLITHIC CONCRETE GRADE BEAM W/ (2) #4 BAR CONT. 2 eiRACE SEAM TA I L. SCALE I " =I' -O" U Z C -J z 0 w z w w c Cr J N 0 Rf m Z °' o ct °5 W '-' a. 21 !Luz z� uS0 z"' • u) cnw W pc Q I— Gu 5 w0 C J H oo C3 co O N O o 1- = wo- o O az O 0 0 SHEET NO. M M 0 0 J_ 0 EE co F- 5 ccr cc �W�+ LL 1— o 0 0 0 Z W 0 J H z W 0 W cc 0 J to (0 th N N C) ui Q 0 02/14/2012 CHECKED BY: 00 z • Q 0 DESIGNED BY: Q a CC it " Ouzo W <1: Qo e) Lu ') vi CC it * ki<1 ttt-'t-o` z .#111 t�1 v �W D co 0 m .0 E CO 0 0 0 a E I l'pll " eROUNr, L.EVEL. LOO AN SCALE: 1/4" = 1'-0" 4'-10" 36-0" tn 7 61-2" El-es 5/4" 5 1/,411 • 151-6" 11'-4" 61-11" 51-10" 51-10" 51-2 1/2" 5060 4060 PIG 3060 • • • p lil -:o 161-6" 3,...(2,, 521-6" 4'-10" c /II iiv- 11-11 5/4" -r_,, IIl_2 1/4" 51...,5,, 6'-10" 7./ArirlIENIWIIIA a (2) _ •• = -ii j '/ MINGEthell I \ _ MIWIASEMAIN / / / / .. r I • /MIRROR 14,1\ , VilV M A S T E R BEDROOM I Z? .--.- • r--9 s- • . • (8) ," a/ l.1., ,-V--4/ 6 ., Ii 1 imardramonimm wzomprowpm / /01 H 21 ////// / ///11, 4! till // 74C :2 )ircti1II.: — • l',--:-.1: / f() Pi STORAS / 3052 1 4° OPEN STORAGE ;°4 II b 7 / if) .=-4- t- in --t-4 co 0 7 PECK *10 4" / 'C't \‘'' • '0\ •\-# 1 COVERED DEC- K d4 (,/ R tf 5 II ' i I 1 V)) ' /// / / f /// I / / l l/ I i ' /// TRAY CEILING 4')7 .0 t in I- Li -1 ti) ki to 0 • N . (1 b I , /7/4( (II I i ( 0 i- .i) '4" LINEN 31 . ., 0 s cs A 4, 11-10" TRi.A1,5 *-1 Ze, -I 2 R 4 5 I MASTER •\3'"/ / 1 5' 1111W11712.1111WKIN NIZNINANIMMINIMMWSWIMMINGSIAZIM/ ■ , / / i NC BATH . (2) 3060 , 6"0 STEEL COLUMN • M 9 0 wumningsmin I , z , '`? 12110" DINING ROOM . No 0 7-t. I I /I / li Y// 1 n • l'-6. /4" 00:51 - =---=----=-- --r: .1 -go czn .6X6 P.T. PIER (1YP) pp 1 r. // — El (81T-i k-r- GARAGE NA' !I x o Z. 9 -t — •Y _ CI LUMN I "c's 4- ECORATIVE ' 0 0 t?-10q OVERHEAD DOOR N RAISED POSITION /---\ cv i r i co II I I kl „.. -. ii IP II "'I5EF5 fp 1•34" AJ 4 I_.4 \ \ \ \ \EL II.1 . clX1 OVERHEAD G1X1 OVERHEAD . ifs ,..... Jo 1 I, ///, 5 -0' 5/4" 2l-1 1/4" 21-ci 1/2" El-4 1/2" 6L.2,, 11'-0" 6L.211 EA. • 1-10 5I'd? FIBERCAST COLUMN I I rg, I I 12'-6" a lb" EA I • 11715AFFEARINGI .3, 25'-4" 4 14 - 56-0" 4s1 110" I 1 EA. I • \baszwAmmerAm eROUNr, L.EVEL. LOO AN SCALE: 1/4" = 1'-0" 4'-10" 36-0" tn 7 61-2" El-es 5/4" 5 1/,411 • 151-6" 11'-4" 61-11" 51-10" 51-10" 51-2 1/2" 5060 4060 PIG 3060 • • • p lil -:o 161-6" 1 '-4" 4'-10" c /II iiv- 5,42,, . (..., 6'-10" 7./ArirlIENIWIIIA a (2) _ •• ! ,,, ISIIIMIERSEII•M U j '/ MINGEthell I \ _ MIWIASEMAIN .. 2x6 WALL • /MIRROR 14,1\ , VilV M A S T E R BEDROOM -7-Z4. ° ..-, -k...' in .,_ MI , 2x6 WALL , / / , (8) ," a/ l.1., ,-V--4/ 6 ., / 361HI. HANDRAI1, WALL BELOW ---\..... ' A5--SPECT2 COLUMN (TYP) 1,• to 4) PECK *10 0 10" 2'-6" / 'C't \‘'' • '0\ •\-# 1 COVERED DEC- K d4 N.)6 6 6 R tf 5 II ' i I I II As' II iz I I Cl ) - 11 ,& ,I. ci 4(/ : 'R.11 o'r w \2 FAMILY ROOM TRAY CEILING 4')7 .0 t in I- Li -1 ti) ki to 0 • N . (1 b I i ( 0 i- .i) '4" LINEN `i? 4, 11-10" *-1 . / in 1 CsJ I" 14, 11 2 R 4 5 I MASTER •\3'"/ / 1 5' I 4 / I ;r ,, NIZNINANIMMINIMMWSWIMMINGSIAZIM/ ■ , / / i NC BATH . (2) 3060 , 1 • M 9 0 wumningsmin I , z , 12110" DINING ROOM . No 0 BATH *2 n • l'-6. /4" / , swim ------- - =---=----=-- --r: .1 CAP ) , 42" 4%...113,, 51-II" II 6x6 AS ¶ECP LUMN I "c's 4- ECORATIVE ' GI'-4" II Will< 1, / 11/— 1261011111EN , IP II "'I5EF5 fp 1•34" AJ 4 I_.4 4 16 - ' ' 0 1011 EA 36" HI. d RAILING ifs ,..... Jo 1 5 -0' .D I L. ,i, 5'-4" i, "I RIEEF5 o 1.E4"IEA. 0 15 RI R.51 @121 EA. .t? 44- 5I'd? FIBERCAST COLUMN I I rg, I I .100161\1 14 ib TREADS III'-10" I ' a lb" EA I • 11715AFFEARINGI .3, 4 14 - AD5 4s1 110" I 1 EA. I • \baszwAmmerAm , , , ,, ,,, IMINIIIMIUMINGUENWIZIMIONSWIIIIIMINSEIMI ,,, , + ..... ... FO/ w Maw 7 i .1 _ OP <4.— — _ • I ki I ki 111 1 I I ..:-.— \ z/. "" - il I - . i / / / (i it) BEDROOM 4*2 _ io cl 56" HI. A.5 SPEC'', I 0 -3 1/4111 IIMINSZUOMMIZI TA 15 HANDRAIL I 1 II I 0 I le- rZ I I alt1 1 II 3,..a,ii , II-v. 51-4" .9/ /)/ „.,0 t , , ,, tx xp....\• 0. - + = ( = I', / / , I) '''? ) I 5065 i / I , .3.1 I i I BEDROOM is3 A -et \ . cl AMIIISIGNM O1107112151=7111M111111111 4'-6 1/2" Ii, 5....e,,, 2 41-5" • , )- Z / 0- / / \ _ (1 01P rl, . I I l ' KITC N = ° (0) 1 I I ENTRY- I ,,,,H lio , I N) 6 ---ci ts- il 5X5 COLUMN A5 5C'PED ci (TYP) PORCT---- l'-4" 2'-10 1/4" 2'-5 5/4' 5-6" ; 1 .-%.1- - - 6X6 NEWEL PO5T (TY? 0 I I r.,t14..ii infonsmaism 0 -• POWDER - el 5NK REF W/ 1215P 5- in MIRROR ac. — 140.1 FTAI.E BL. I _ _I ( , miasmismuna iffilf1110 , MIMIBILISIMMINIIIIII 11111.10=111111111111115LIMI 1 7-11-2 1/2" • 21-1 1/4" • 2'--ct 1/2" 41-2" • • -10 5/4" 101- /4" 3046 l'1011 • • 51-0" 3046 61..cf 11 61-1" 12'-10" • 12'-6" 251-4" 56-0" 11;k5T PLAN SCALE: 1/4" = 1.-0" -I�' fZAJCIED. ovm to 0 • I SQUARE OOTAeE GROUND LEVEL (UNHEATED) 868 SQ FT FIRST FLOOR 917 SQ FT SECOND FLOOR 905 SQ FT TOTAL HEATED COVERED REAR PORCHES ENTRY PORCH TOTAL UNDER ROOF .1,822 SQ FT 160 SQ FT 88 SQ FT 2938 SQ FT EMEr-it.ONZY Oa( PiC±3 !EC W;riC;T. 310 Ct'LL flI Or.`41.1 DAVE A NET OtNltiC, 6.7 SQ, FLOC OPINGS LAT', 5 561-0" Ail Pitirtibhrl iti2tGliEl'?,10210 must compiy «i c interriaVora Plumb! r!', IC:! Sorh OOOf:, NU STI) 10.9,9 TABLES 602.A I, f&2, UT, 1C 33t2.1.2 APPOVEI) AND. TO ;1!..-Y;11.7:‘,.', POS:TIVE 61-2" 161-6" 1 '-4" 4'-10" I31-6," 5,42,, 51-10" 61-10" 6'-10" (2) 3052 ! ,,, ISIIIMIERSEII•M U j '/ MINGEthell I \ MIWIASEMAIN • /MIRROR 14,1\ , VilV M A S T E R BEDROOM -Y c0 ‘2, MI 6.---441 . . ii---A-5-5PECD-erTP A.5-5PEC-12 CO - • 4(•• 0-* op -is? i-- to 4) PECK *10 0 10" 2'-6" / •\-# , : 0 : ____ ( ,) N.)6 6 6 R tf 5 II ' I I II As' II iz I I Cl ) TRAY CEILING co V cv 0 a_ MASTER CLOSET b I ''f. I— il . — 7 LINEN `i? 11-10" *-1 2 R 4 5 I MASTER •\3'"/ / 1 5' I 4 / I ;r ,, NIZNINANIMMINIMMWSWIMMINGSIAZIM/ ■ , / / i NC BATH • 4. it% = ' ' -I\ IL\ /I LINEN • M 9 0 • cci P in 2-10" ! BATH *2 n • l'-6. /4" I. WALL .1 CAP i. , 42" 4%...113,, 51-II" II 1 / "4' ; Will< 1, / 11/— 1261011111EN , , ....-16 4r i, "I RIEEF5 o 1.E4"IEA. . UPPER HALL o 10-10" -;4- r 7:7 7 --__ 1 — -1 * ,v'Pos ,q0 tor0 /LAUNDRY .100161\1 14 ib TREADS III'-10" I ' a lb" EA I • 11715AFFEARINGI .3, LF6'R'A'AY ----4 ,2'- . %cs '1'1) 4 d) 5r, , t/f `8 S , I / I / I • \baszwAmmerAm ,,, , + ,, 4., ol w Maw 7 . N.ww/lArgiur 3050 I I I \ \ \ \ ..:-.— \ z/. "" - il I - . i / / / (i it) BEDROOM 4*2 i i , 0 /I/ , I i i IIMINSZUOMMIZI , faI 6'-ci 5/4" II I 0 I le- rZ I I • ' • 1/4" (k) S.• a R ( = I', / / , I) '''? ) I i / I , .3.1 I i I BEDROOM is3 A -et \ . AMIIISIGNM O1107112151=7111M111111111 4'-6 1/2" b'-2 1/2" 5....e,,, 2 41-5" 3052 4I-1" b'-1" I -10 3/41" 101-41 1/4" I0'-4" 21-4" 101-6" 121-8" 251-4" 56-0" . SEcoNr, FL.00R PLAN SCALE: 114" = 1-0" • • to • 6ENERAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 2006 I.R. (INTERNATIONAL RESIDENTIAL CODE) WITH GEORGIA AMENDMENTS 4 SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL SST. 10"141, HURRICANE RESISTANT CONSTRUCTION STANDARD. 2. MECHANICAL SYSTEM DUCTS SHALL BE COORPNAThl, WITH FRAMING CONTRATOR. 3. ALL PLUMBING WOW SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CODE-5 INCLUDING THE CURRENT EDITION OF THE STANDARD PLUMBING CODE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH LOCAL OR PRIVATE UTILITY COMPANIES OR AGENCIES FOR RELOCATION OF, OR CONNECTION TO EXISTING UTILITIES. 5. PROVIDE (I) SIMPSON #2.5A HURRICANE CLIP AT ALL RAFTERS. b. THE TOP JAMB OF EXTERIOR DOORS AND WINDOWS TO BE AT THE SAME HEIGHT ABOVE THE FINISH FLOOR UNLESS NOTED OTHER 1,415E. FIRST FLOOR EXTERIOR HALLS ARE 2 X 4 CP 16" O.C. EXCEPT WHERE NOTED. FIRST FLOOR INTERIOR WALLS ARE 2 X 4 16" O.G. EXCEPT WHERE NOTED. 1. 5. • = DENOTES SOLID BLOCKING IN WALL 41. UNIT SIZES ARE NOMINAL DIMENSIONS. VERIFY R.O. WITH MANUFACTURER. ALL EXTERIOR OPENINGS SHALL BE PROTECTED WITH CHATHAM COUNTY APPROVED COVERINGS THAT COMPLY WITH 5.13.C.C.I., 5.5.T.D. 10-01c1 4 12 IMPACT REQUIREMENTS. IMPACT GLASS REQUIRED ON EXTERIOR WINDOWS / DOORS NOT NOT COVERED WITH OPERABLE SHUTTERS OR REMOVABLE PANELS. REMOVEABLE HOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING% PANELS WILL HAVE A MINIMUM THICKNESS OF 1/16" AND A MAX. SPAN OF & FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED HOMEOWNER WILL BE ABLE TO IDENTAOrtlatiefT014 FOR EACH PANEL. (IR.0 3012.1.2 AND 55TD 604). ALL EXTERIOR GLASS WINDOWS / DOORS WITHIN 4'-0" OF A CORNER OF THE BALDING SHALL MEET A MINIMUM DE516N PRESSURE OF DP40, BOTH POSITIVE AND NEGATIVE. IF A WINDOW / DOOR 15 FURTHER THAN 41-0" FROM CORNER OF BUILDING THE DESIGN PRESSURE SHALL MEET A MINIMUM OF DP40. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR, OR SKYLIGHT AT THE FRAMING INSPECTION. (55TD TABLE 602AI, 602A2, 602A3) I tA) I OP 46,-- Au iricriulat;ou, mpiy vdth 1;ocli-; marl SiLr•c-,1 4;1 HLr :.At;CF:2Flible piumanant throu9n a minimum oi 20" x 30" openirT, ;and a 110ercid 22'; passi,sgmal.' to till) unit 3rid 0" vo;:sr!t prattcil ut 30" he-rvirocm, A GY: light, outlerg: pan with 3/4" in Poo t DiriSiOe RY lo p,,t1tCn,'L Cl) z z w I— z w w rt co 0 >- m z 0 Cl) w a_ z z 0 FT) w -J FT) CC cLS SHEET NO. Jai LL 0 REVISIONS (1(1 Or- NN glif) STRUCTURAL U cfi z c.D LU LU cAh LiD csJ co CT) CC 0 0 I z 0 2 Lr) w I- (I) 0 0 cc cc w 0 z I I- 0 0 z 0 w 0 I- z w 0 LucT) 0 UJ F- c) 02/14/2012 CHECKED BY: o DESIGNED BY: 1 o < CC) MO" _:-. ,,,- _ ,.,- : Hi Y > -- ' I x ii -±- x ':: I _ .--- -n rzs;* ----=--, — \--..— 11 §'->--- i SI ■ (i 1 _ _ .1...111 i _ _ . . , ..., L----,. LIJ \----JOIST BELOW WALL I I z .14.1 t. Le 11 \ \ / \ 1 6" .!,-- WEB BOX TRUSSEi. , - O.G. I I 16" OPEN WM BOX TRUSSES e 16" 0.C. °III -..■ ow- ;„ ,„.,-___ ,. , I I I J 11111116111k AirA11111111 I I • Pl* JOIST BELOW NALL III Xi _,--, JOI MON/W. r • (2) PL1A1OOD \ I I GUSSET HE.ADER BEAM , I II II 1 r..m NIT II 2XI2 P.T. JOISTS 6 lb" 0.0. 1 IIIIII. 16" OPEN IAIEB BOX 'TRUSSES 0 lb" 0.C. I I 0 0 — ,,,,,,. —. . X= tJ x "N\ "‘. 1"-`3-1/2" X 11-1/b" PARRALLAM JOIST 1 1 2X12 JOISTS 12" O.C. 2X12 JOISTS OL. 2X12 JOISTS lb" O.G. 2X12 P.T. JOISTS 0 16" O.G. 111100.- t Ora 1— ts) 0 .c.i)( 0 to ku— '1 (,x 'RI cil -01 OT tO x COPYRIGHT 2008 G&L RESIDENTAL DESIGNS, INC. dba G&L Residential Designs DO NOT REPRODUCE WITHOUT-THE 'EXPRESSED WRITTEN PERMISSION BY G&L RESIDENTIAL DESIGNS, INC. DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS„FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A B D 0 Professional Member of merican Institute of Building Design A NEW RESIDENCE FOR MR. MRS. TIM SAMAKER # I I * .1-..ANNr3, I "1"%rE3EE I Si...ANI", C-OUNT, G&L RESIDENTIAL DESIGNS, iNC. 150 THUNDERBIRD DR., SUITE 305, RICHMOND HILL, GEORGIA 31324 (912) 756-6751 WW\N.GLRESIDENTIALDESIGNS.COM DESIGNED BY: DRAWN BY: CHECKED BY: DATE: 02/14/2012 STRUCTURAL REVISIONS 7 SHEET NO. F' OF 14 p NOTE: ALL SIMPSON METAL, CLIPS, TIES AND STRAPS SHALL BE INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDED INSTALLATION ASPHALT SHINL S AS SPEC'D OVER 15# ASPH. ROOFING FELT, ON 1/2" O.S.B. SHEATHING NAIL IN ACCORDANCE 1^I/ SB.C.G.I. IO -aa NAILING STANDARDS ON 2 X 6 6I6" O.G. RAFTERS EXCEPT AS NOTED SPRAY FOAM INSULATION AS SPEC'D INSTALL PER MANUF. SPECIFICATIONS SIMPSON # H2.5A OR EQUAL, (2) ® EA. RAFTER OR I 1-110 GALV. HURRICANE ANCHOR CLIPS ®I6" O.G. LOW PROFILE EAVES DRIP I X 4 FASCIA CONT. 12 5 2x6 COLLAR IN UPPER I/3 OF ROOF ® 32" O.G. MAX. PROVIDE 2 X 4 BRACING @ 32" O.G. (4) Ibd NAILS COVER W/ PREFINISHED ALUM. 2 X 10 SUB FASCIA CONT. COVER W/ PREFINISHED ALUM. VINYL SOFFIT CONT. 2X4 LOOKOUT ®I6" O.G. I X 4 FASCIA CONT. COVER W/ PREFINISHED ALUM. 2X8 CEILING JOIST ® 16" O.G. UNLESS OTHERWISE NOTED 1/2" GYPSUM BOARD, SCREW * GLUE (2) 2x4 WOOD TOP PLATE CONT. (1YPIGAL OVERHANG) J z 2x4 PURLINS -GUT BETWEEN WOOD STUDS * 0 ALL 058 JOINTS 3 1/2" R -I3 FIBERGLASS INSULATION BETWEEN 2x4 WD. STUDS ® 16" O.G. C 1/2" GYPSUM BOARD, SCREW 4 GLUE 2x4 PURLINS -GUT BETWEEN WOOD STUDS * 0 ALL 055 JOINTS 2x4 PLATE CONT. 5/4" T* G PLYWOOD SUBFLOOR NAILED 8 GLUED OVER 16" DEEP 2X4 OPEN -WEB BOX TRUSSES OR EQUAL ® 16" O.G. UNLESS OTHERWISE NOTED 22 GAUGE PREFINISHED ALUM. FLASHING CONT. 2 X 10 P.T. CONT. COVER W/ PREFINISHED ALUM. ;49mp y °!-; lth The orl% : -i 1/2" GYPSUM BOARD, SCREW $ GLUE (2) 2x4 WOOD TOP PLATE CONT. 2x4 PURLINS -GUT BETWEEN WOOD STUDS 4 ® ALL 055 JOINTS 3 -1/2" R -I3 FIBERGLASS INSULATION BETWEEN 2x4 WD. STUDS 16" O.G. 1/2" GYPSUM BOARD, SCREW * GLUE O z • -P. SI O I- 0 1/2" 055 PLYWOOD SHEATHING -TYPE II 5HEAR WALLS ATTACH W/ .151 NIAILS ®6" O.G. W/ "TYVEK" MOISTURE BARRIER ANY SHEATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. VINYL HORIZONTAL SIDING AS SPEC'D 22 GAUGE PREFINISHED ALUM. FLASHING CONT. 2 X 10 P.T. CONT. COVER W/ PREFINISHED ALUM. 2x4 PURLINS -GUT BETWEEN WOOD STUDS ® ALL 055 JOINTS 2x4 PLATE CONT. 3/4" T45 PLYWOOD SUBFLOOR NAILED • $ GLUED OVER 2X12 JOISTS 0 lb" O.G. UNLESS SPECIFIED OTHERWISE ON PLAN W/ W/ 6" R -Ia BATT INSULATION BETWEEN NOTE: ALL STRUCTURAL MEMBERS & ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 130 M.P.H. (MIN.) WIND LOAD & MEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY THE CHATHAM COUNTY, BUILDING DEPARTMENT, INCLUDING IRC2000- & SBCCI SSTD -10 -99 STANDARDS. RESIDENCE FIN. FLR. PER END.IG LAR BLOGL�IL�G AS QUIERD B CI SSTD. 10- 04. ).. 5/8" X -RATED GYPSUM BOARD, SCREW GLUE (2) ;2x6 - .14001, —TG PL CO 2x6 P.T. WD. STUDS 0 16" O.G. 2x6 P.T. PURLINS -GUT BETWEEN WOOD STUDS ffi ® ALL 055 JOINTS 1/2" 0513 PLYWOOD SHEATHING -TYPE II SHEAR WALLS ATTACH W/ .131 NIAILS ®6" O.G. W/ "TYVEK" MOISTURE BARRIER ANY SHEATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. PROVIDE SOLID MASONARY STUCCO TRIM, SURROUND AND PILASTERS, NO QUIK -R, B -BOARD OR SIMULAR PRODUCT, SHALL BE USED 22 GAUGE PREFINISHED ALUM. FLASHING CONT. STUCCO ON MASONRY APPROX. LINE OF FINISHED GRADE ad d �I /, r a 4 I1 \ /\ \\ . 11 / d d O 1i d /\ /// V / >X /\ \ / \/ 5000 P.5.1. CONCRETE FOOTING REINF W/ (5) #4 BARS CONT. TOP * BOTTOM (LAP 25" 4 BEND 25" 0 CORNERS) ON COMPACTED OR UNDISTURBED SOIL FREE OF ORGANIC MATERIAL #5 RODS ® 24" O.G. • 21-0" q I! d "QUIGKTIE" COUPLER AS REQUIRED "QUICKTIE" TIEDOWN GABLE SYSTEM INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE SHEETS 51, 52, 55, 54, 4 55. 2)(6 P.T. PLATE CONT. W/ 5/8" X 10" GALV. ANCHOR BOLT G 18" O.G. MAX, 4" THICK, 5000 P.S.I. CONC. SLAB, REINF. W/ FIBERMESH $ 6X6 #I0/ #10 W.W.M. ® 56" PERIMETER. TURN DOWN INTO FOOTING ON 6 MIL POLYETHELENE OVER CLEAN, DRY, COMPACTED, TREATED EARTH FILL. GROUND LEVEL / GARAGE FIN. FLR. .p, i O •TYAL 1'1ALL SECTION SCALE 5/4"..:1',-.0" O z = 0 %•— COPYRIGHT (CJ 2008 G &L RESIDENTAL DESIGNS, INC. dba G &L Residential Designs DO NOT REPRODUCE WITHOU'T'T11E`EXPRESSED WRITTEN PERMISSION BY G &L RESIDENTIAL DESIGNS, INC. DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS „FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A B D Q Professional Member of merican Institute of Building Design A NEW RESIDENCE FOR MR. MSS. TIM SAMAKS LOT ** I I -?. SR�JN R'S L?i%4n I'N6 TYS r4THA.M GOUNTY 014R. 61.4 G &L RESIDENTIAL DESIGNS, )NC. 3766 COASTAL HWY 17, SUITE 202, RICHMOND HILL, GEORGIA 31324 (912) 756 -6751 WWW.GLRESIDENTIALDESIGNS.COM DESIGNED BY: i DRAWN BY: J.B.6. i CHECKED BY: J.8.6. i DATE: 3/5/12 REVISIONS /2O /I 2 /2"1/1 SHEET NO. OF 14 NOTE: ALL SIMPSON METAL, CLIPS, TIES AND STRAPS SHALL BE INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDED INSTALLATION ASPHALT SHINGLES AS SPEC'D OVER 15# A5PH. ROOFING FELT, ON 1/2" 0.53. SHEATHING NAIL IN ACCORDANCE N/ 53.0.01 10-q41 NAILING STANDARDS ON 2 X 6 @ I6" O.C. RAFTERS EXCEPT AS NOTED SPRAY FOAM INSULATION AS 5FECID INSTALL PER MANUF. SPECIFICATIONS SIMPSON # H2.5A OR EQUAL, (2) EA. RAFTER OR I HO GALV. HURRICANE ANCHOR CLIPS 0 16" O.G. LOW PROFILE EAVES DRIP I X 4 FASCIA CONT. COVER VI/ PREFINISHED ALUM. 2 X 10 51)5 FASCIA CONT. COVER Hi PREFINISHED ALUM. VINYL SOFFIT CONT. 2X4 LOOKOUT @ b" O.G. I X 4 FASCIA CONT. COVER 1A1/ PREFINISHED ALUM. 22 GAUGE PREFINISHED ALUM. FLASHING CONT. 2 X 10 P.T. CONT. COVER 1A1/ PREFINISHED ALUM. 12 5 (TYPICAL OVERHAN6) 1S6 jA1 711,43 eqrof 41: r,i'n(%-qff cr".s:od; and Ste.t.?, c, NOTE: ALL STRUCTURAL MEMBERS & ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 130 M.P.H. (MIN.) WIND LOAD & MEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY THE CHATHAM COUNTY BUILDING DEPARTMENT, INCLUDING IRC 2000 & SBCCI SSTD-10-99 STANDARDS. 1/2" OSB FLYIA10012 SHEATH1NG—TYPE II SHEAR WALLS ATTACH 1A1/ .131 NIAILS 6" O.C. 1A1/ "TYVEK" MOISTURE BARRIER ANY SHEATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. VINYL HORIZONTAL SIDING AS 5PEC'D 22 GAUGE PREFINISHED ALUM. FLASHING CONT. 2 X 10 P.T. CONT. COVER 1A1/ PREFINISHED ALUM. SIMPSON HB HANGER @ JOIST TO BEAM CONNECTION 2 X 6 CONT. (NOTCHED @ "QUICKT1E" WASHER 4 NUT) COVER 1A1/ PREFINISHED ALUM. VINYL (OR AS SPEC.') CONT. 1 X 4 CONT. COVER WI PREFINISHED ALUM. SIMPSON H2.5A OR EQUAL, (2) @ EA. RAFTER OR I HO GALV. HURRICANE ANCHOR CLIPS O.G. 2x6 COLLAR IN UPPER 1/5 OF ROOF @ 52" O.G. MAX. PROVIDE 2 X 4 BRACING 0 52" O.G. (4) 16.d NAILS 2X8 CEILING JOIST @ lb" O.G. UNLESS OTHERWISE NOTED 1/2" GYPSUM BOARD, SCREW 4 GLUE (2) 2x4 WOOD TOP PLATE CONT. 2x4 PURLIN5-CUT BETWEEN WOOD STUDS 4 0 ALL 055 JOINTS 3 1/2" R-I5 FIBERGLASS INSULATION BETWEEN 2x4 ND. STUDS @ 16" O.C. 1/2" GYPSUM BOARD, SCREW 4 GLUE 2x4 PURLINS-CUT BETWEEN WOOD STUDS * @ ALL 0513 JOINTS 2x4 PLATE CONT. 5/4" T4G PLYWOOD SUBFLOOR NAILED 4 GLUED OVER 16" DEEP 2X4 OPEN-WEB BOX TRUSSES OR EQUAL * 16" O.G. UNLESS OTHERWISE NOTED 1/2" GYPSUM BOARD, SCREW 4 GLUE (2) 2x4 WOOD TOP PLATE CONT. 2x4 PURL1N5-CUT BETWEEN WOOD 55 4 a) ALL 05B JOINTS 5-1/2" R-I FIBERGLASS INSULATION BETWEEN 2x4 I.V. STUDS @ 16" O.G. 1/2" GYPSUM BOARD, SCREW $ GLUE 2x4 PURLIN5-CUT BETWEEN WOOD STUDS 4 @ ALL 055 JOINTS 2x4 PLATE CONT. 5/4" T4G PLYWOOD SUBFLOOR NAILED 4 GLUED OVER 2XI2 J015T5 @ 6" O.G. UNLESS SPECIFIED OTHERWISE ON PLAN W/ W/ 6" R-Ic1 BATT INSULATION BETWEEN RESIDENCE FIN. FLR. fl C j 0 0 1/2" 055 PLYWOOD SHEATHING-TYPE II 5HEAR WALLS ATTACH 14/ .151 NIAILS @ 6" O.C. WI "TYVEK" MOISTURE BARRIER ANY HCATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. VINYL HORIZONTAL SIDING AS SPEC'', PROVIDE SOLID MASONARY STUCCO TRIM, SURROUND AND PILASTERS, NO QUIK-R, B-BOARD OR SIMULAR PRODUCT, SHALL BE USED 22 GAUGE PREFINISHED ALUM. FLASHING CONT. STUCCO ON MASONRY APPROX. LINE OF FINISHED GRADE 3000 P.5.1. CONCRETE FOOTING REINF 1A1/ (5) #4 BARS CONT. TOP 4 BOTTOM (LAP 25" 4 BEND 25" @ CORNERS) ON COMPACTED OR UNDISTURBED SOIL. FREE OF ORGANIC MATERIAL #5 RODS @ 24" O.G. fl; 1042 10'2: ,74 • PERPENDICULAR BLOCKING AS REQUIERD BY SBCCI SST. 10-Gicl (304.2.7) 5/8" X-RATED GYPSUM BOARD, SCREW 4 GLUE (2) P.T. 2x6 HOOD TOP PLATE CONT. 2x6 P.T. ND. STUDS CP 16" O.C. 2x6 P.T. PURLIN5-CUT BETWEEN WOOD STUDS 4 @ ALL 055 JOINTS "QUICKTIE" COUPLER AS REQUIRED "QUICKTIE" TIEDO1AN CABLE SYSTEM INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE SHEETS 51, 52, 53, 54, 4 S. 2x6 P.T. PLATE CONT. W/ 5/8" X 10" GALV. ANCHOR BOLT @ 18" O.C. MAX, 4" THICK, 3000 P.5.1. GONG. SLAB, REINF. IAV FIBERMESH 4 6X6 #I0/#10 W.W.M. @ 36" PERIMETER. TURN DOWN INTO FOOTING ON 6 MIL POLYETHELENE OVER CLEAN, DRY, COMPACTED, TREATED EARTH FILL. 5 ° ° AA/ 21-0" GROUND LEVEL / GARAGE FIN. FLR. • I. O z = A. 1- 0 cS IAIALL SECTION @ CANTILEVER SCALE 5/4"=1'-0" COPYRIGHT 2008 G&L RESIDENTAL DESIGNS, INC. dba G&L Residential Designs 'DO NOT REPRODUCE WITHOUTTHSEXPRESSED WRITTEN PERMISSION BY G&L RESIDENTIAL DESIGNS, INC. DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS„FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A B D ® Professional Member of merican Institute of Building Design A NEW RESIDENCE FOR MR. MRS. TIM SAMAKER L- C,"1- = I - Si4R.1^11R. 1....Ao.tr:, "1"•rE3M, C-OUNTY., I Ak G&L RESIDENTIAL DESIGNS, INC. 3766 COASTAL HWY 17, SUITE 202, RICHMOND HILL, GEORGIA 31324 (912) 756-6751 WWW.GLRESIDENTIALDESIGNS.COM DESIGNED BY: DRAWN BY: J.5.6. CHECKED BY: J.5.6. DATE: 5/5/12 STRUCTURAL REVISIONS /2/I 2 /.2-7/1 SHEET NO. OF 14 LOCATE ALL OUTLETS 4 SWITCHES ABOVE FLOOD PLANE GROUND LEVEL /GARAGE FLOOR ELEGTRIGAL PLAY SCALE: I /4" : 1' -0" II II ■ % II i . FIRST FLOOR ELEGTRIGAL FLAN Spat t oc Haaard 'ones Finished floor elevation s minimum above BFE. No in or finishes, walls dr lAianed to allow entry and exit of water, mechanical equipment, nrtly parking, limited tnra s hviitgrui aec5sz holey; LFE, toot • -.. ,� £ats .'i,, .., C ENERALI ELECTRICAL NOTES I) GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL FLOOR PLAN(S), SHEET NO. FPI FOR FINISHES, DIMENSIONS, VERIFICATION, ETC. 2) PROVIDE (2) TWO EA. PORCELAIN RECEPTACLES @ ATTIC SPACE, LOCATE SWITCH AS DIRECTED. 3) PROVIDE ELEC./BATTERY BACK -UP SMOKE DETECTORS. LOCATE AS DIRECTED BY CHATHAM COUNTY ELECTRICAL CODE $ NATIONAL ELEGTRIGAL CODE. 4) PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. 5) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE 6) GFCI PROTECTION REQUIRED FOR RECEPTACLES IN BATHROOMS, GARAGES OUTDOORS, AND WITHIN 6 FEET OF A SINK. 7) LOCATE ELECTRICAL SERVICE PANEL AS CLOSE AS POSSIBLE TO THE POINT OF ENTRANCE OF THE SERVICE CONDUCTORS 8) HEAT PUMP DISCONNECTS, REQUIRED AT ALL AIR HANDLING $ CONDENSING UNITS, UNLESS IN VIEW OF PANEL BOX Q) OUTSIDE DISCONNECT REQUIRED WITH 4 WIRE LEAD TO PANEL UNLESS PANEL 4 METER CAN ARE BACK TO BACK 10) RUN TV & PHONE LINES PARALELL TO COMMON MAIN SOURCE. SEPAL EC 921 ra EUP —i iS OMMEC MEANS e31C71 2j.yo Means shall be provided to disconnect all conductors in a building or other structure from the service- entrance conductors, SE 1V CE INCLUD MUST BE OOPPEF NO ALU ,;1 U N M ALL ' $action 9. c,..'uo section E° Tyboo kand r ov 'Ionnicri PROVIDE CA1V 4 `# TELEPHONE OUTLET LOCATE AS DIRECTED BY OWNER 16!25)1? _ SEGOND FLOOR ELEGTRIGAL PLAN ELEGTRIGAL LEGEND SYM DESCRIPTION I) SINGLE POLE SWITCH THREE WAY SWITCH c13 134 FOUR WAY SWITCH DIMMER SWITCH R REOSTAT SWITCH (SPEED CONTROL) lbs DOOR SWITCH -0- SURFACE MTD. LIGHT FIXTURE \/ �"" CEILING FAN RECESSED LIGHT FIXTURE >x: HEAT /LIGHT/ FAN FIXTURE FLUORESCENT LIGHT FIXTURE DUPLEX RECEPTACLE 110V DUPLEX CEILING OUTLET I I OV [€ DUPLEX FLOOR OUTLET I IOV 4 SWITCH WIRED DUPLEX RECEPT. 4 220V RECEPTACLE °Ci' FLOOD LIGHT HATER PROOF Q JUNCTION BOX LAD LOCATE AS DIRECTED BY OWNER WP WATER PROOF P.O. DUPLICATE ORDER -1 PHONE OUTLET —f CABLE T.V. OUTLET DOOR CHIME ir UNDER CABINET LIGHTING , — P — PLUGMOLD I I OV cr z a ots W 0 J F- z W 0 W J a m Z 0 U) rr W SHEET NO. REVISIONS STRUCTURAL N O ED- CC 0 O w _I J z 0 Ec- 1.f) 0 M w I- 5 07 tic 0 0 cc cc w 0 z I- 0 U, T 2 0 O u) z w 0 i- Z w 0 U) w cc w Q 0 02/14/2012 CHECKED BY: co —1 a c 0 DESIGNED BY: -4 cc * Hi zp W .4, Q `' (1) of ot rti Lti vio cc * LLI Z � o} _4- D <03 0 .i' E m 0 a) O I t NOTE: ALL STRUCTURAL MEMBERS & ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 130 M.P.H. (MIN.) WIND LOAD & MEET OR EXCEED ALL BUILDING CODES BUILDING DEPARTMENT, INCLUDING IRC 2006 & SBCCI SSTD -10 -99 STANDARDS. GENERAL STRUCTURAL NOTES RESIDENTIAL DESIGN CHATHAM COUNTY, GEORGIA TYPICAL 2 ROW NAILING PATTERN I) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRO -2006) (5) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 55TP- I0 -Gfa OR (G) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO - FAMILY DWELLINGS (laa5 550 HIGH -WIND EDITION) OR (D) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE -1) 2) DESIGN CRITERIA: ROOF LIVE LOAD - - -- 20 PSF FLOOR LIVE LOAD - -- 40 P5F WIND LOAD PER IRC. 2006 WINDOW AND DOOR DP RATINGS PER IRC -2006 3) SEISMIC CRITERIA: (2003 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLAP "P" AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: 5 SITE COEFFICIENT VALUES: Fa = 1.1 BUILDING DESIGN CATEGORY: "Cu Fv = 1.8 WIND ZONE - INLAND WIND ZONE - OCEANFRONT 120 MPH (B EXPOSURE) BASIC WIND SPEED - MPH 3 SECOND GUST MRH 15' 20' 25' 30' 35' 40' 45' 50' ZONE(4) DP35 DP35 DP35 DP35 DP35 DP40 DP40 DP40 ZONE(5) DP45 PP45 DF45 DP45 DP45 DP45 DP50 DP50 130 MPH (C EXPOSURE) BASIC WIND SPEED - MPH 3 SECOND GUST MRH 15' 20' 25' 30' 35' 40' 45' 50' ZONE(4) DP40 DP45 DP45 DP50 DP50 DP50 DP55 DP55 ZONE(5) DP50 DP55 DP55 PP60 DP60 DP65 DP65 DP65 DESIGN PRESSURE VALUES LISTED IN TABLE ARE POUNDS / SQUARE FOOT (PSF) C'S tu A = MHR (MEAN ROOF HEIGHT) A es Lu 0 A A = MHR (MEAN ROOF HEIGHT) 3) WINDOWS, GLASS DOORS, 4 SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY 55TP 10 -aci. DOCUMENTATION OF COMPLIANCE SHALL SE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (55TP TABLE 602AI, 602A2, 602A3) 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 1/16 INCHES AND A MAXIMUM SPAN OF & FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED 50 THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL. (IRO 301.2.1.2. AND 551D 604) STRUCTURAL. STUD LEGEND LUMBER SPECIES: #2 S.Y.P.K.D. MEDIUM GRAIN WIND SPEED: 130 M.P.H. WALL LOCATION CEILING HE16HT STUD SIZE O.G. SPAGIN6 EXTERIOR S' -O" 2 x 4 16" EXTERIOR q'-O" 2 x 4 16" EXTERIOR 10' -O" 2 x 6 I6" EXTERIOR 12' -O" 2 x 6 12" EXTERIOR 14' -O" 2 x 6 12" 4 DBL. 0 36" INTERIOR S' -0" 2 x 4 16" INTERIOR q' -0" 2 x 4 16" INTERIOR 10' -O" 2 x 4 16" INTERIOR 12' -O" 2 x 6 16" INTERIOR 14' -0" 2 x 6 12" EXTERIOR 16-O" 2 x 8 16" SOIL BEARING PRESSURE ASSUMED AT 2500 P.S.F. OWNER DID NOT FURNISH TESTS TO ESTABLISH S.B.P. OWNER ASSUMES ANY AND ALL RESPONSILBILITY FOR ANY & ALL FOUNDATION SETTLEMENT AND HOLDS HARMLESS ENGINEER. (2) STAGGERED ROWS OF &d NAILS AT 3" 0.C. HORIZONTAL SPACING AT TOP PLATE TOP OF PLATE S. • . . . . • • • .- . ..... .e • • , UPLIFT (lb.) • 2 2 - 2X4 I (2) STAGGERED ROWS OF Sd tu • 3 2 - 2X4 • NAILS AT 3" 0.G. HORIZONTAL • . . . • • SPACING AT SPLICE q OF PURIM • 5 2 - 2X4 • Sd NAILS AT 3" 0.G. , I ATE HEld-IT WITH WALL SECTI • 2 -2X6 3 I,012 VERTICAL SPACING • 2 - 2X10 3 1,214 AT EDGE (TYP) 8 3 - 2X8 3 1,456 O .it 3 - 2X12 3 1,638 101 • 4 - 2X10 • 1,820 185 • SHEATHING (TYP) - (2) HA4 100 / 42' 882 q OF PURLIN . • 1103 4' -3" r •\ Sd NAILS AT 6" O.G. 5-0" (2) HA4 1192 4' -0" VERTICAL SPACING . 995 4' -9" '�,,, AT EACH INTERIOR STUD (TYP) 3' -9" • . I'-4" • O • . (TYP) • . • d" . . (2) HA4 . 3' -6" (2) MTS12 . 1109 •.•.•.•.•. ,.,J••. .•.•.•.•, •,�1.,• BOTTOM OF P.T. SILL PLATE (2) STAGGERED ROWS OF ad NAILS AT 3" O.G. HORIZONTAL SPACING AT SILL PLATE ALL SHEATHING NAILS MINIMUM Sd (CC ABOVE F.E.MA. FLOOD PLANE, 6ALV. METAL BELOW F.E.MA. FLOOD PLANE) TYPICAL SHEATHING NAILING PATTERN SCALE: I /2" = I' -O" NAIL PATTERN ACCORDING TO SBCGI STANDARD 10 -aQ HEADERS IN LOAD BEARING WALLS 120 MPH EXPOSURE B WIND ZONE HEADER SPAN (ft.) MINIMUM HEADER SIZE REQUIREMENT AT EACH END OF HEADER NUMBER OF FULL - HEIGHT STUDS UPLIFT (lb.) , LATERAL (lb.) 2 2 - 2X4 I 364 151 3 2 - 2X4 2 546 236 4 2 - 2X4 2 128 314 5 2 - 2X4 3 g10 3g3 6 2 -2X6 3 I,012 411 1 2 - 2X10 3 1,214 550 8 3 - 2X8 3 1,456 628 q 3 - 2X12 3 1,638 101 10 4 - 2X10 4 1,820 185 FULL HEIGHT STUDS FULL HEIGHT STUDS SHALL MEET THE SAME REQUIREMENTS AS EXTERIOR WALL STUDS PER TABLE 5 OF THE WOOD FRAME CONSTRUCTION MANUAL (120 MPH - EXPOSURE "B "). THE MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF THE HEADER SHALL NOT BE LESS THAN HALF THE NUMBER OF STUDS REPLACED BY THE OPENING, IN ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL, TABLE g. FULL HEIGHT STUDS SHALL BE PERMITTED TO REPLACE AN EQUIVALENT NUMBER OF JACK STUDS, WHEN ADEQUATE GRAVITY CONNECTIONS ARE PROVIDED. WINDOW SILL PLATES MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL NOT EXCEED THE SPANS GIVEN IN TABLE g. HEADER AND /OR GIRDER TO STUD CONNECTIONS HEADERS AND /OR GIRDER TO STUD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE g. WINDOW SILL. PLATE TO STUD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE g. TOP AND BOTTOM PLATE TO FULL HEIGHT SW EACH FULL HEIGHT STUD SHALL BE CONNECTED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE g. TABLE 9 - WALL OPENINGS - HEADERS IN WALLS . WOOD FRAME CONSTRUCTION MANUAL - 120 MPH EXPOSURE "B" TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL 3 -51 FOR TYPICAL EXTERIOR SHEATHING NAILING PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGER JOINTS HORIZONTALLY - _Jl._.IL_ IL_ _II_�l_1L IL. _11 Th _J1._1L_IL_ TYPICAL SHEATHING INSTALLATION PATTERN FOR SHEAR BETWEEN FLOORS SCALE: 1/4" = SIMPSON COLUMN BASE # CB88 N.T.S. QUICKTIE SYSTEM . HURRICANE & SEISMIC TIE DOWN SYSTEM TABLES REFERENCED FROM "INSTALLATION GUIDE FOR USE WITH SSTD 10 -99" EDITION 2008 TABLE 3.2 QUICKTIE UPLIIFT PLACEMENT SIDE WALL UPLIFT ANCHOR SPACING AND CONNECTORS 10 PSF DEAD LOAD 12' EVE HEIGHT 30' EVE HEIGHT WIND SPEED / BUILDING WIDTH UPLIFT QT SPACING TRUSS / RAFTER TO TOP PLATE CONNECTOR UPLIFT QT SPACING TRUSS / RAFTER TO TOP PLATE CONNECTOR 100/28' 616 6' -6" (1) HA4 770 5-9" (2) HA4 100 / 30' 660 6' -3" (1) HA4 825 5-6" (2) HA4 100 / 32' 704 6' -0" (2) HA4 880 5-3" (2) HA4 100134' 748 6' -0" (2) HA4 935 5' -0" (2) HA4 100 / 36' 756 5' -9" (2) HA4 945 4' -9" (2) HA4 100 / 40' 840 5' -6" (2) HA4 1050 4' -6" (2) HA4 100 / 42' 882 5' -3" (2) HA4 1103 4' -3" (2) HA4 100 / 46' 953 5-0" (2) HA4 1192 4' -0" (2) HA4 100 / 48' 995 4' -9" (2) HA4 1244 3' -9" (2) HA4 100 / 50' 1036 4' -6" (2) HA4 1295 3' -6" (2) HA4 100 / 52' 1068 4' -3" (2) HA4 1335 3' -6" (2) MTS12 100 / 54' 1109 4' -6" (2) HA4 1386 3' -3" (2) MTS12 100 / 56' 1150 4' -0" (2) HA4 1438 3' -3" (2) MTS12 100 / 60' 1228 3' -9" (2) HA4 1535 3' -0" (2) MTS12 TABLE 3.3 QUICKTIE UPLIIFT PLACEMENT FOR HIP ROOF END JACKS 90, 100, 110 MPH WIND SPEED 7' OIL` - , END JACKS DEAD LOAD 7 PSF 10 PSF MAX. EAVE HEIGHT WIND SPEED (MPH) UPLIFT QT SPACING TRUSS / RAFTER TO TOP PLATE CONNECTOR UPLIFT QT SPACING TRUSS / RAFTER TO TOP PLATE CONNECTOR 12' 90 307 8' -0" (1) HA4. 261 8' -0" (1) HA4 100 406 8' -0" (1) HA4 359 8' -0" (1) HA4 110 511 7-0" (1) HA4 465 7' -6" (1) HA4 30' 90 384 8' -0" (1) HA4 326 8' -0" (1) HA4 100 507 7' -0" (1) HA4 449 T-6" (1) HA4 110 639 6' -3" (1) HA4 581 6' -6" (1) HA4 TABLE 3A QUICKTIE UPLIIFT PLACEMENT FOR HIP ROOF #1 TRUSS (GIRDER TRUSS) 90, 100, 110 MPH WIND SPEED 12' MAX. EAVE HEIGHT DEAD LOAD 7 PSF 10 PSF WIND SPEED (MPH) BUILDING WIDTH UPLIFT QT ANCHOR TRUSS CONNECTOR UPLIFT QT ANCHOR TRUSS CONNECTOR 4 90 30 1130 (1) QT (1) QGT 960 (1) QT (1) QGT 40 1400 (1) QT (1) QGT 1226 (1) QT (1) QGT 50 1772 (1) QT (1) QGT 1510 (1) QT (1) QGT 100 30 1490 (1) QT (1) QGT 1320 (1) QT (1) QGT 40 1894 (1) QT (1) QGT 1680 (1) QT (1) QGT 50 2328 (1) QT (1) QGT & (1) MTS12 2072 (1) QT (2) QGT 110 30 1880 (1) QT (1) QGT 1710 (1) QT (1) QGT 40 2392 (2) QT (1) QGT & (1) MTS12 2178 (2) QT (2) QGT 50 2946 (2) QT (2) QGT 2690 (2) QT (2) QGT 30' MAX. EAVE HEIGHT DEAD LOAD 7 PSF 10 PSF WIND SPEED (MPH) BUILDING WIDTH UPLIFT QT ANCHOR TRUSS CONNECTOR UPLIFT QT ANCHOR TRUSS CONNECTOR 90 30 1412 (1) QT (1) QGT 1200 (1) QT (1) QGT 40 1800 (1) QT (1) QGT 1533 (1) QT (1) QGT 50 2215 (1) QT (1) QGT & (1) MTS12 1888 (1) QT (1) QGT 100 30 1862 (1) QT (1) QGT 1650 (1) QT (1) QGT 40 2368 (1) QT (1) QGT & (1) MTS12 2100 (1) QT (1) QGT 50 2910 (2) QT (2) QGT 2590 (2) QT (2) QGT 110 30 2350 (1) QT (1) QGT & (1) MTS12 2138 (1) QT (1) QGT 40 2990 (2) QT (2) QGT 2722 (2) QT (2) QGT 50 3682 (2) QT (2) QGT 3362 (2) QT (2) QGT U z cri z 0 Fo- W 0 J z W 0 U) W c Cr J cOod 0 CO Ts m • Z °' O a 0.4 —1 cc cc w ( z w zE uS° zW cn • cn W W °5 a0 J I- 8 O co V °o N CI CC: W a • F- >- z O 0 U p SHEET NO. U 4 0 REVISIONS (1(1 Q� NN J N co c) cc 0 —J 0 z 2 U EE Lri cn0 c) W H CC a 0 CC C0 W 0 z F- 0 T 0 U U) z 0 W 0 -J z W 0 W Or -J Q a 02/14/2012 CHECKED BY: J a m - 0 DESIGNED BY: t* O k4 14 ZO <Wu LLI z <C14 -' ILI P. V- Lu cc * t_ W =� # W Ov- D cc) 0 .0 E a) m 0 N U) N 0 E I 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. 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'/2 x 13 (or 6 inches of thread, UNC % x 10). Stud is uncoated. 2.3. Nuts - nominal % x 13 hex nuts (or 3/4 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 % 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 List/Sign -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 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, 7/16 inch OSB with 8d nails on a 6/12 pattern • Two - sides,' /2 inch GWB with #6 x 1 -1/4 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 %" 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 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' /2 x 13 (or 6 inches of thread, UNC % x 10). Stud is uncoated. 2.3. Nuts - -- Nominal % x 13 (or 3/4 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 % 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 % 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 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 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. QUICK TIE QT UPLIFT WALL 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 - -- % 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 85,000 psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread (UNC 1/2 x 13). Stud is uncoated. 2.3. Nuts - -- Nominal % 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 % 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 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 % inch GWB with #6 x 1 '/4' 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 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 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 „ 4 A306 ANCHOR BOLT EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE CONCRETE SLAB MIN 2000 psi HOLD DOWN LOAD TABLES PRODUCT MIN. EMBED. MIN. EDGE DIST. CAPACITY (LBS) QT 4" 2 1/4" 2,321 QT 4" 6" 3,500 QT3 6 3/4" 3 1/2" ** 7,000 QHD2 (30 -16d) 5/8" 0 8 1/2" 4" 4,050 QHD2(G) (30 -16d) 3/4" 0 6 3/4" 31/2h1** 4,050 QGT 1/2" 0 4" 2 1/4" 1450 QGT (18 -10dx1 1/2") 1/2" 0 4" 6" 2,217 1 AB.75x21 B CAST-IN-PLACE ANCHOR BOLT NOTE: ** When minimum edge distance cannot be acheived, use cast -in -place anchor AB.75x21 B, see detail on this sheet. SUGGESTED QUICK TIE HOLD DOWN & COMPRESSION STUD CONFIGURATIONS NOTE: 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 USED AS REQUIRED COMPRESSION STUDS WHEN LOCATED NEXT TO QUICK TIES. A- (1 -QT) STUD CONFIGURATIONS XIX • OR XYIX • OR ALT. LOCATION °SALT. LOCATION ALT. LOCATION C -(1 -QT3) STUD CONFIGURATIONS XIX OR OR I O ALT. LOCATION ALT. LOCATION B- (2 -QT) STUD CONFIGURATIONS OR 111.111 OR ALT. LOCATION X x. X °SALT. LOCATION OR ALT. LOCATION jj ALT. LOCATION D -(2 -QT3) STUD CONFIGURATIONS X Axl X 6" MIN. OR OR X x OR ALT. LOCATION OR ALT. LOCATION ALT. LOCATION ALT. LOCATION QUICK TIE PRODUCTS 2951 POWER AVENUE JACKSONVILLE, FL. 32207 (904) 732 -9377 (800) 397 -5542 SHEET NO. LL 0 REVISIONS n 0 n m N Cl) vi0 w c%i zz W 0 E 0 Pi W wco cc • 0 m w m W C45 ✓ T o 0 0 U z W 0 J I- z W 0 W CC J W a 02/14/2012 CHECKED BY: J 1L DESIGNED BY: D <03 2 E m 2 co co 0 a eg E 1 QGT 146A. GALV. METAL TIE w/ 18- .148x1 i " NAILS 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE 1/8" ROUND HOLE DRILLED IN TOP PLATE QGT 14GA. GALV. METAL TIE w/ 18- .148x1 " NAILS 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE 7/8" ROUND HOLE DRILLED IN TOP PLATE QGT 14GA. GALV. METAL TIE w/ 18- .148x1 " NAILS 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE -1/8" ROUND HOLE DRILLED IN TOP PLATE 06T I4GA. GALV. METAL TIE w/ 18- .148x1 " NAILS 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE 7/8" ROUND HOLE DRILLED IN TOP PLATE (2x4) CONT. BAND (2x4) CONT. BAND (2x4) BLOCK BETWEEN FLOOR TRUSS VIDE MIN. i" SPACER BET EN BEAM PLIES TO CO 'ODATE OT (TYP) QUICK TIE TO UNDERSIDE OF BAND BOARD. CAPACITY = 1450 lbs CAPACITY = 2900 lbs CAPACITY = 2321 lbs CAPACITY = 4642 lbs 11 QUICK TIE TO TRUSS RIM BOARD CONN DET. QGT 146A. GALV. METAL TIE 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE 1/8" ROUND HOLE DRILLED IN TOP PLATE (4) -HTSI6 2X4 STUDS 4' -O" CAPACITY = 6371 lbs TRUSS, GIRDER, OR BEAM (2) HT516, (I) EA. SIDE. (4) -M524, 2 EA SIDE. 3 "x3 "x1/4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE 1/8" ROUND HOLE DRILLED IN TOP PLATE QUICK TIE d 5/8" 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE II/16" ROUND HOLE DRILLED IN TOP PLATE 2X4 STUDS QHD2 4' -O" _a d d tV dm 5/" 4 in v (4)- HTSI6, 2 EA SIDE. 5 -3/4" QUICK TIE GIRDER TRUSS QGT 14GA. GALV. METAL TIE 3 "x3 "x1 /4" STANDARD STEEL PLATE 1/2" STEEL STUD SWAGED TO WIRE ROPE -1 /8" ROUND HOLE DRILLED IN TOP PLATE QUICK TIE (4)- HT516, 2EA, SIDE 2X4 STUDS 4' -O" QHD2 " 1 d 5 /a" d ° 4 v ° to in 5 -3i4" d a qj 4 ° d _ 5/8 ° G 3x3 WASHER 5/4" HOLE MAX. QT OR QT3 PROVIDE MIN.)/2" PLYWOOD FLITCH BETWEEN BEAM PLIES TO ACCOMMODATE QT (TYP) i" HOLE IN TOP PLATE I -" ROUND WASHE 2' -O 1/4" 2" HEX NUT 3x3x4" STEEL WASHER 2x4 WOOD TOP PLATE 1 -" ROUND WASHER i" HOLE IN TOP PLATE PLAN VIEW " HEX NUT 3x54" STEEL WASHER 2x4 WOOD TOP PLATE N 4" QUICK TIE STEEL SWEDGE 4" QUICK TIE TO FOUNDATION ELEVATION I" HOLE IN TOP PLATE i" HEX NUT ' 3x5 "xi" STEEL WASHER IFILEME MM. 2x4 WOOD TOP PLATE Cl I" HOLE IN TOP PLATE i" QUICK TIE STEEL SWEDGE PLAN VIEW i" HEX NUT 3x5"xi" STEEL WASHER 2x4 WOOD TOP PLATE g" QUICK TIE TO FOUNDATION ELEVATION 3 QT - TOP PLATE CONNECTION 15 QT3 - TOP PLATE CONNECTION QUICK TIE TOP PLATE CONN. DETAILS 10 I QUICK TIE AT WOOD BEAM STEEL BEAM OT BOLTED TO UNDER SIDE OR STEEL FLANGE. HOLE IN FLANGE SHALL BE DRILLEDNO LARGER THAN 5/8" DIA. 4" QUICK TIE EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE EXTERIOR EDGE OF CONCRETE g" HOLE IN BOTTOM PLATE PLAN VIEW QUICK TIE TO FOUNDATION EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE 4" QUICK TIE STEEL SWEDGE CONCRETE FOUNDATION MIN 2000 psi 5/8" ELEVATION O HOLE IN BOTTOM PLATE EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE EXTERIOR EDGE OF CONCRETE HOLE IN BOTTOM PLATE PLAN VIEW QUICK TIE TO FOUNDATION EPDXY OVERSPILL i" QUICK TIE STEEL SWEDGE CONCRETE FOUNDATION MIN 2000 psi 2x4 WOOD BOTTOM PLATE '1/8" ELEVATION 0 CAPACITY = 6371 lbs CAPACITY = 10434 lbs CAPACITY = 7920 lbs QUICK TIE AT STEEL BEAM 12 QT - BOTTOM PLATE CONNECTION 14 QT3 - BOTTOM PLATE CONNECTION BEAM CONN. DET QUICK TIE FOUNDATION CONN. DETAILS 14" ROUND WASHER i" HOLE IN TOP PLATE " HEX NUT 3x3x :" STEEL WASHER 2x4 WOOD TOP PL " A56 THREADED ROD 4" QUICK TIE TO FOUNDATION d 4 d a 4 4 4 -s- -0 1/4" 4 s QUICK TIE TO FOUNDATION EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE d n d CONCRETE SLAB MIN 2000 psi QT - EXTENSION TOP PLATE CONNECTION QUICK TIE INSTALLATION DETAIL AT PARTY WALL QUICK TIE PODIUM SLAB CONNECTION DETAILS QT EXTENSION 2X CONT. BAND 0 F ~him. 0 STRUCTURAL WOOD PANEL F 2X CONT. BAND 2x4 WOOD BLOCKING AT QUICK TIE LOCATION I/2" X 8" ANCHOR BOLT QUICK TIE LOCATION FLOOR SHEATHING EDGE NAILING - SEE NAILING SCHEDULE FLOOR SHEATHING 1/2" C PLI x2x GALV. WASHER FLOOR TRUSS SEE PLANS L�- L '14 0 MASONRY BOND BEAM AS NOTED ON PLANS 2X CONT. BAND STRUCTURAL WOOD PANEL 2X CONT. BAND 2x4 WOOD BLOCKING AT QUICK TIE LOCATION 1/2" X 8" ANCHOR BOLT 0 QUICK TIE LOCATION 0 (t 0 FLOOR SHEATHING EDGE NAILING - SEE NAILING SCHEDULE FLOOR SHEATHING FLOOR TRUSS SEE PLANS 1 11= 5 -1-/-2 �" MASONRY BOND BEAM AS NOTED ON PLANS 2 i FIRE SEPERATION BOARD �-- STUD WALL QUICK TIE FLOOR SHEATHING MASONRYBOND BEAM AS NOTED ON PLANS 4" QUICK TIE EPDXY OVERSPILL 2x4 WOOD BOTTOM PLATE CONCRETE SLAB MIN 2000 psi G A " QU GK TIE STEEL SWEDGE a_ MASONRY WALL — FOUNDATION r 1 D A 0 4" QUICK TIE STEEL SWEDGE CONCRETE FOUNDATION MIN 2000 psi A G a QUICK TIE TO FOUNDATION EPDXY OVERSPILL - 2x4 WOOD BOTTOM PLATE CONCRETE SLAB MIN 2000 psi a A A a 4 A G MASONRY WALL QUICK TIE INSTALLATION DETAIL MASONRY WALL QUICK TIE INSTALLATION DETAIL MASONRY/WOOD FIRE SEPERATION WALL QUICK TIE INST. DETAIL 2 STEM WALL QUICK TIE INSTALLATION DETAIL 1 MONOLYTHIC SLAB QUICK TIE INSTALLATION DETAIL QUICK TIE MASONRY ST TO WOOD 2ND INSTALLATION DETAILS QUICK TIE FOUNDATION INST. DETAILS SHEET NO. LL 0 REVISIONS (1 N 0 n m U M O M � Z Q Z CC ET) O o Z v/ za ^u"l oc F'+ ZJ Q Sri co P Hui Z r °° E W W co ~ ,O,^^ CD (7) DESIGNED BY: DRAWN BY: CHECKED BY: DATE: 6.P.L. 6P.L. 6P.L. 02/14/2012 • it it * rIut ro LU140: Q .f( J z 41 id) 9. I Ifj Lti I' I cc * Luitt'i-61 Z # W Q�J� WOOD TRUSSES I• 4I• A II ik A . 4 A& 41. IA i A A 7 • 11a" 7 I RAWING OR ANC RA-1 @ EA. - L . 2 (20 ga. 12" ST'S, P) @ 48" o.c. DOUBLE TO PV DE" SEND B D STRAP 3" OV� • TOP PLATE TO• •LATE (MIN : NAILS IN HEAD • & TOP PLT. 4M -^11114115=11 ' iea_e de�`�eaei EA ND OF `''_'-_' FLU H WITH TE, DER, HURRIC E RTI STUD REQUIR 1 B' ILS STUD, NAI OLES) WOOD HEADER QUICK TI: DUI• TIE STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE 7 HOC SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY .- •iiii�. .1111 1 1�1�1�1�1 CRIPPLE SHOWN FOR CLARITY ONLY BO OM PLAT: ' EFER TO ITRUCTJ �''f� IZE AND ' CEMEN I I `y ya ° o ° a c ' ° a a ° a a a ° 4 LS12 (20 ga. 12" ST ENDOF HEY STRAP 3" OVER (16 ga. STRAP C HEADER TOP OF TOP PLA & 1ST SUPPO (MIN9NA FILL ALL I TYPICAL DROPPED HEADER TIE DOWN DETAIL WOOD TRUSSES WOOD TRUSSES RA • 7 4 LS12 (20 ga. 12" ST END OF HEADER BI 3" OVER CLIP AS Y UPLIFT @ �• - LS12 0 ga. 12" STRAP 48" o.c. DOUBLE TO PL END TRAP BEND TRAP 3" OVER P PLATE TO LATE I 1 I TRAP) @ EA. FLUSH WITH ' �^` :, HEADER, & HURRICA \E C RTING STUD REQUIRE? BY WOOD HEADER �UIGK TIE _ QUICK T E STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE WC OD SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY �l 11 CRIPPLE SHOWN FOR CLARITY ONLY BO OM PLATE REFER TO TRUCTURAL RAWINGS FOR ANCH R SIZE AND FLACEMEN " 4 a 4 a q1 a a ° 4 ° Ll a a 4 4� 4 ° a ° 4° a °Q 4 ° a a ,, ° 4 a MS24 (16 ga. 24" S END OF HEADER TOP OF TOP PLATE 1ST SUPPO STUDS TYPICAL RAISED HEADER TIE DOWN DETAILS LS12 (20 ga. 12" STRAP) @ EA. ENDOF HEADER BEND STRAP 3" OVER TOP PtAI€ 12 (20 ga. 12" STI ND STRAP 3" OV P) @ 48" o.c. TOP PLATE DOUBLE TOP PLATE LS12 (20 ga. 12" ST END OF HEADER B 3" OVER LIP AS UPLIFT WOOD TRUSSES RA•I @ EA. - LS12 : 0 ga. 12" STRAP 48" o.c. DOUBLE TO i PL END ',TRAP BEND ',TRAP 3" OVER uP PLATE TO* •LATE �, �,! a �. �, i, �. ±e��.e� �rs�.�e cc �e��.� rye ee T' j) @EA. • i F USN WITH �" :r DER, & HURRICA E C R I STUD REQUIRE BY WOOD HEADER e z I • TIE QUICK T STRAPS AT HEADERS ARE ONLY REQUIRED !^THEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE W OD SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY 11 l I WOOD HEADER QUICK TIE w/ ABW43 & " HEX NUT (CUT 2x AT BOTTOM OF HEADER QUICK _ E TO ALLOW ROOM FOR QT NUT AND WASHER QUICK TIE CRIPPLE SHOWN FOR CLARITY ONLY BO OM PLATE REFER TO TRUCTURAL RAWINGS FOR ANCH SIZE AND PLACEMEN- a ° 4 ° s a 44 4 a °CI 4 ° a MS24 (16 ga. 24" S END OF HEADER TOP OF TOP PLATE 1ST SUPPO QUICK TIE HURRICANE CLIP AS REQUIRED BY UPLIFT QUICK TIE STUDS OOD STUDS FLOOR SYSTEM 1 1 1 1 i.OTTOM P I1FERTO S ' UCWINGS F ' A 'EANDP +ME 1 1 1 1 PREFAB COMPONENT TIE DOWN DETAIL QUICK TIE HEADER UPLIFT TIE DOWN DETAILS TYPICAL OFFSET HEADER TIE DOWN DETAILS SHEET NO. LIP AS UPLIFT LL 0 STUDS REVISIONS 1\ N N4 a STRUCTURAL w 0 02/14/2012 CHECKED BY: m Q cc 0 DESIGNED BY: LS12 (20 ga. 12" ST END OF HEADER B 3" OVER WOOD TRUSSES Ii RA @ EA - LS12 : 0 ga. 12" STRAP 48" o.c. DOUBLE TO PL END TRAP BEND '•TRAP 3" OVER P PLATE TO LATE TRAF) @ EA. FLUSH WITH ^� HEADER, & ' HURRICANE C RTING STUD REQUIRE? BY WOOD HEADER QUICK TIE QUICKT E STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE SPACING. W J OD (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY (I 1 II ER 3" TE �I- s. �.�:� f i S i S ZAP 3 I 3 I 3 . DER MTS12 FLOOR TRUSS OF T WALL DEL W R, & TU WOOD HEADER _ STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: TIE (1) WHEN HEADER IS WIDER THAN THE QUICK TIE QU SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. BOTTOM PLATE ° ° a d a ° 4 4 a a a 4° 4 a °J 4 ° a a , 4 a MS24 (16 ga. 24" S END OF HEADER TOP OF TOP PLATE 1ST SUPPO LS12 (20 ga. 12" STRAP) EA.END OF HEAD' BEND STRAP OVER TOP PLA MS24 (16 ga. 24" STF @ EA. END OF HEAT FLUSH WITH TOF TOP PLATE, HEADE 1ST SUPPORTING S' QUICK 3 "X3 "X3 /16" GALY. METAL WASHER 4 NUT WOOD TRUSSES MINIMUM DOUBLE 2X FOR HEADER OR BEAM LIP AS UPLIFT HURRICANE CLIP AS REQUIRED BY UPLIFT QUICK TIE OVERFRAME TRUSS STUDS MTS12 STRAP EACH END SECURED TO ROOF TRUSS. (2) 10d TOENAILS AT EACH INTERSECTING ROOF TRUSS k- WOOD STUDS ROOF TRUSSES OVERFRAME TRUSS CONNECTION DETAIL BOTTOM PLATE FLOOR TRUSS MTS12 TOP PLAT T( EACH FLOOR TRUS CK TIE 11 QTD -S2 QUICK TIE QUICKTIE GABLE ,o/- WOOD STUDS MINIMUM EDGE DISTANCE BOTTOM PLATE TYPICAL CANTILEVER W/ HEADER UNDER/OVER TIE DOWN DETAILS SECTION AT CANTILEVER TIE DOWN DETAILS QUICK TIE CANTILEVER UPLIFT TIE DOWN DETAILS "COLUMN TIEDOWN W/ QUICKTIE CABLE N.T.S. Z 0 W J 1- Z W W C CC rnJ ( co CD C0 D m Z °' O cla J � oz C`) W Z �▪ W�--• Z Z • W W W W D (7) w J 1- • W c0 0 o N 0 O = W O Cr >-o a_• z O p cc * � � 1: 61 Ztiq *:( --1Z LL1 w CV": Luef OC�* '16 Lir"- -#•-• if W 1 1 D 4 RA•I @ EA. - LS12 : 0 ga. 12" STRAP 48" o.c. DOUBLE TO i PL END ',TRAP BEND ',TRAP 3" OVER uP PLATE TO* •LATE �, �,! a �. �, i, �. ±e��.e� �rs�.�e cc �e��.� rye ee T' j) @EA. • i F USN WITH �" :r DER, & HURRICA E C R I STUD REQUIRE BY WOOD HEADER e z I • TIE QUICK T STRAPS AT HEADERS ARE ONLY REQUIRED !^THEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE W OD SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY 11 l I WOOD HEADER QUICK TIE w/ ABW43 & " HEX NUT (CUT 2x AT BOTTOM OF HEADER QUICK _ E TO ALLOW ROOM FOR QT NUT AND WASHER QUICK TIE CRIPPLE SHOWN FOR CLARITY ONLY BO OM PLATE REFER TO TRUCTURAL RAWINGS FOR ANCH SIZE AND PLACEMEN- a ° 4 ° s a 44 4 a °CI 4 ° a MS24 (16 ga. 24" S END OF HEADER TOP OF TOP PLATE 1ST SUPPO QUICK TIE HURRICANE CLIP AS REQUIRED BY UPLIFT QUICK TIE STUDS OOD STUDS FLOOR SYSTEM 1 1 1 1 i.OTTOM P I1FERTO S ' UCWINGS F ' A 'EANDP +ME 1 1 1 1 PREFAB COMPONENT TIE DOWN DETAIL QUICK TIE HEADER UPLIFT TIE DOWN DETAILS TYPICAL OFFSET HEADER TIE DOWN DETAILS SHEET NO. LIP AS UPLIFT LL 0 STUDS REVISIONS 1\ N N4 a STRUCTURAL w 0 02/14/2012 CHECKED BY: m Q cc 0 DESIGNED BY: LS12 (20 ga. 12" ST END OF HEADER B 3" OVER WOOD TRUSSES Ii RA @ EA - LS12 : 0 ga. 12" STRAP 48" o.c. DOUBLE TO PL END TRAP BEND '•TRAP 3" OVER P PLATE TO LATE TRAF) @ EA. FLUSH WITH ^� HEADER, & ' HURRICANE C RTING STUD REQUIRE? BY WOOD HEADER QUICK TIE QUICKT E STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: (1) WHEN HEADER IS WIDER THAN THE QUICK TIE SPACING. W J OD (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. CRIPPLE SHOWN FOR CLARITY ONLY (I 1 II ER 3" TE �I- s. �.�:� f i S i S ZAP 3 I 3 I 3 . DER MTS12 FLOOR TRUSS OF T WALL DEL W R, & TU WOOD HEADER _ STRAPS AT HEADERS ARE ONLY REQUIRED WHEN: TIE (1) WHEN HEADER IS WIDER THAN THE QUICK TIE QU SPACING. (2) WHEN HEADER HAS A UPLIFT POINT LOAD LOCATED DIRECTLY OVER IT. BOTTOM PLATE ° ° a d a ° 4 4 a a a 4° 4 a °J 4 ° a a , 4 a MS24 (16 ga. 24" S END OF HEADER TOP OF TOP PLATE 1ST SUPPO LS12 (20 ga. 12" STRAP) EA.END OF HEAD' BEND STRAP OVER TOP PLA MS24 (16 ga. 24" STF @ EA. END OF HEAT FLUSH WITH TOF TOP PLATE, HEADE 1ST SUPPORTING S' QUICK 3 "X3 "X3 /16" GALY. METAL WASHER 4 NUT WOOD TRUSSES MINIMUM DOUBLE 2X FOR HEADER OR BEAM LIP AS UPLIFT HURRICANE CLIP AS REQUIRED BY UPLIFT QUICK TIE OVERFRAME TRUSS STUDS MTS12 STRAP EACH END SECURED TO ROOF TRUSS. (2) 10d TOENAILS AT EACH INTERSECTING ROOF TRUSS k- WOOD STUDS ROOF TRUSSES OVERFRAME TRUSS CONNECTION DETAIL BOTTOM PLATE FLOOR TRUSS MTS12 TOP PLAT T( EACH FLOOR TRUS CK TIE 11 QTD -S2 QUICK TIE QUICKTIE GABLE ,o/- WOOD STUDS MINIMUM EDGE DISTANCE BOTTOM PLATE TYPICAL CANTILEVER W/ HEADER UNDER/OVER TIE DOWN DETAILS SECTION AT CANTILEVER TIE DOWN DETAILS QUICK TIE CANTILEVER UPLIFT TIE DOWN DETAILS "COLUMN TIEDOWN W/ QUICKTIE CABLE N.T.S. Z 0 W J 1- Z W W C CC rnJ ( co CD C0 D m Z °' O cla J � oz C`) W Z �▪ W�--• Z Z • W W W W D (7) w J 1- • W c0 0 o N 0 O = W O Cr >-o a_• z O p cc * � � 1: 61 Ztiq *:( --1Z LL1 w CV": Luef OC�* '16 Lir"- -#•-• if W 1 1 D C 8' -0" (MAX. QUICK TIE SPAGIN6) WOOD TRUSSES •i iI DOUBLE I P F /• /• /• /• /a 41__- - IIIIMM111111■1111F1 c--! '� - � HURRICANE CLIP AS REQJIRED BY UPLIFT )UI 8 K TIE QU K I . ' O83ORPL OOD• — —SHE ATHING 7 • / • I • f II • BOTTOM PLATE REFER . TRUCTLRAL DRAWI S • - ' NC OR I SIZE A 1) PLACEMENT • a a�� ° 4 a a 4 a 4 a G 4 4 a li a 4 4 4 a 4 4 a 4 a 4 r 4 LATE IE D STUDS 8' -0" (MAX. QUICK TIE SPAGIN6) 20 ga. 30" STRAP, BEND STRAP OVER TOP PLATE NAIL W/ (5) 1 Odx1 -1" NAILS AT EACH END. WOOD TRUSSES UE:(1) STRAP WIT . QUICK TIE SPA G OF 3' TO 5', , (2) STRAPS WI QUICK TIE SPA NG OF 5' TO 8' DOUBLE TO PL HURRICANE CLIP AS IREQUIRED BY UPLIFT UIOKTIE QUICK il Z--- GYPSL M WALL BO' RD ' ( WO(1 ( I ( I ( ( u e -n —H GY SUM WALL BOARD ( EET ROCK) I-- - -- — - - - - -- ------ - - - --I I I REFER TO STRUCTURAL /- BO-TOM PLATE DRAWINGS FOR ANCHOR SIZE AND PLACEMENT 4 - ° 4 a1 4 4 4 a 4 I a a a4 4 4 a 4 a 4 a 4 u 4 a a 4 a 4 4 a 4 4 a a 4 n 4 TE IE D STUDS SHEAR WALL 8' -0" (MAX. QUICK TIE SPACING) 8' -0" (MAX. QUICK TIE SPACING) I I y o I WOOD TRUSSES \\ Q / \ / \ / D FOR / i / \ \ I 3 \ / / Q / R QUICK T I \ HURRIC f ADDITONAL C \ \ \ II I I Il LATE IE D STUDS 8' -0" (MAX. QUICK TIE SPAGIN6) 20 ga. 30" STRAP, BEND STRAP OVER TOP PLATE NAIL W/ (5) 1 Odx1 -1" NAILS AT EACH END. WOOD TRUSSES UE:(1) STRAP WIT . QUICK TIE SPA G OF 3' TO 5', , (2) STRAPS WI QUICK TIE SPA NG OF 5' TO 8' DOUBLE TO PL HURRICANE CLIP AS IREQUIRED BY UPLIFT UIOKTIE QUICK il Z--- GYPSL M WALL BO' RD ' ( WO(1 ( I ( I ( ( u e -n —H GY SUM WALL BOARD ( EET ROCK) I-- - -- — - - - - -- ------ - - - --I I I REFER TO STRUCTURAL /- BO-TOM PLATE DRAWINGS FOR ANCHOR SIZE AND PLACEMENT 4 - ° 4 a1 4 4 4 a 4 I a a a4 4 4 a 4 a 4 a 4 u 4 a a 4 a 4 4 a 4 4 a a 4 n 4 TE IE D STUDS SHEAR WALL 8' -0" (MAX. QUICK TIE SPACING) 8' -0" (MAX. QUICK TIE SPACING) I I y o I WOOD TRUSSES \\ Q / \ / \ / D FOR / i / \ \ I 3 \ / / Q / R QUICK T I \ HURRIC f ADDITONAL C \ \ \ II I I Il TE IE D STUDS SHEAR WALL I I 8' -0" (MAX. QUICK TIE SPACING) 8' -0" (MAX. QUICK TIE SPACING) I I y o I WOOD TRUSSES \\ Q / \ / \ / D FOR / i / \ \ I 3 \ / / Q / R QUICK T I \ HURRIC f ADDITONAL C \ \ \ II I I Il UBLE TOP PLATE NE CLIP AS D BY UPLIFT UICK WOOD STUDS SHEAR WALL 8' -0" (MAX. QUICK TIE SPACING) 8' -0" (MAX. QUICK TIE SPACING) WOOD TRUSSI 1 �! DC / I \ HURRIC REQUIR� Ql I CK TIE US FOR QUICK TIE USED FO HOD DOWN Cr- OR QT3 ROCS- UPLIFT (SEE (S E HOLD DC WN TABLE TIE SPACING TABL TFIS SHEET) / \ i / \ ' OSB OO)JR PLYWOOD I SHEA HIINNG /— — - - — \ C- -- i- - -- - - -- - - - >\ -- - - -- -- j SINGLE QUICK TIES MAY 3E INSTALLED OJT OF PLUN B UP TO 8" ER FLOOR (IN THIS CASE TO ACCON I DATE THE ADDITIO L HOLD DOWN) \\ V/ A / ADDITIONAL COMPRESSION TUDS \ MAY BE REQUIRE FOR SOME QUICK TIES (SEE COMP SSION STL D ABLE FOR HCLD DOWNS ADDITIONAL TUDS / ARE N -T REQUIRED FOR ROOF UPLIFT. - -- - -- / -- - - -- -- \ -- - - -- -- \ / ADD -ZONAL HOD DOWN MAY BE USES IF REQUIRED TO RES ST "',,,,, " OVERTURNING LOAD MIN. REFER TO STRUCTU' BOTTOM PLATE DRAWINGS FOR ANCHOR SIZE AND PLACEMENT a a a n dl Z1 4 4 a a 4 4 4 4 a a a a 4 a 4 4 4 4 4 a 4 a 4 4 a a 4 S UBLE TOP PLATE NE CLIP AS D BY UPLIFT UICK WOOD STUDS 2 TYPICAL OSB /PLYWOOD TIE DOWN DETAIL 3 TYPICAL OSB /PLYWOOD TIE DOWN DETAIL 4 TYPICAL DOUBLE QUICK TIE HOLD DOWN DETAIL 5 TYPICAL SINGLE QUICK TIE HOLD DOWN DETAIL QUICK TIE WALL UPLIFT TIE DOWN DETAILS LS18 AT STUD CLOSEST TO CENTER OF QUICK TIE SPACING (5) 10dx1 -4" NAILS EACH END LS18 DETAIL LS18 STRAP BETWEEN QUICK TIES AT GWB U Z cri z Co W J 1- Z W a U W c CC J a «s ED Z 0 CC cp J oZ) CC W BIZ W 1— zEE Z W CD W 0 J F- W co U5 W 0 —J ots C'3 5. W cV 0 O CC I— S W `3 C_ cc O } Z 00 Up SHEET NO. 11© q0) LL 0 REVISIONS (1 N N0 I 0 02/14/2012 CHECKED BY: 03 • Q 0 0 DESIGNED BY: CC * � U W <I: 061 J LU ‘) IC Ili cc * 141 Z #w t-- w 0� 1 I D Q CO J S UBLE TOP PLATE NE CLIP AS D BY UPLIFT UICK WOOD STUDS 2 TYPICAL OSB /PLYWOOD TIE DOWN DETAIL 3 TYPICAL OSB /PLYWOOD TIE DOWN DETAIL 4 TYPICAL DOUBLE QUICK TIE HOLD DOWN DETAIL 5 TYPICAL SINGLE QUICK TIE HOLD DOWN DETAIL QUICK TIE WALL UPLIFT TIE DOWN DETAILS LS18 AT STUD CLOSEST TO CENTER OF QUICK TIE SPACING (5) 10dx1 -4" NAILS EACH END LS18 DETAIL LS18 STRAP BETWEEN QUICK TIES AT GWB U Z cri z Co W J 1- Z W a U W c CC J a «s ED Z 0 CC cp J oZ) CC W BIZ W 1— zEE Z W CD W 0 J F- W co U5 W 0 —J ots C'3 5. W cV 0 O CC I— S W `3 C_ cc O } Z 00 Up SHEET NO. 11© q0) LL 0 REVISIONS (1 N N0 I 0 02/14/2012 CHECKED BY: 03 • Q 0 0 DESIGNED BY: CC * � U W <I: 061 J LU ‘) IC Ili cc * 141 Z #w t-- w 0� 1 I D Q CO J 100�U lS! i i • / i� r-- oo-i -ana-i avnoto • • t © ! •® 0 311 -) 1(10..9t/ 311- )I01(0 n-17/1 w I> 0 311- >I1(10 .91/; 11- >I1(16) ,112101; 311- )0I110 ,1,2401; OMl 311 -)I110 ,112101; 3NO aN30313II- )i3InO COPYRIGHT© 2008 G &L RESIDENTAL DESIGNS, INC. dba G &L Residential Designs DO NOT REPRODUCE WITHOUTTHE'EXPRESSED WRITTEN PERMISSION BY G &L RESIDENTIAL DESIGNS, INC. DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS „FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A BD (a Professional Member of merican Institute of Building Design A NEW RESIDENCE FOR MR. ($ MRS. TIM RAMAKR LOT # I I -AN 3 1E314k Jul f .' L /'INNL , I 1■1 6 TYaee G ATE -}Alert COUNTY, EOS I A G &L RESIDENTIAL DESIGNS, INC. 150 THUNDERBIRD DR., SUITE 305, RICHMOND HILL, GEORGIA 31324 (912) 756 -6751 WWW.GLRESIDENTIALDESIGNS.COM DESIGNED BY: 6.P.L. i DRAWN BY: 6.P.L. i CHECKED BY: 6.P.L. i DATE: 02/14/2012 REVISIONS /.243/1 .2 /2-7/12 SHEET NO. OF 14