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FILLED CELL5�� �► <br />(5EE PLAN) <br />TOP \/IEA <br />GONG. OR PAVER—6ARA6E WALL <br />DRIVEWAY BEYOND <br />GARAGE 5LAB <br />m �4" L (5EE PLAN) <br />I6"x8" THICKEN <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE @ GA RAGE DOOR DETAIL <br />W&M IWIS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. - <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />5OLID <br />z <br />O GRADE <br />—I i <br />8" WIDE GONT. <br />GONG. CURB <br />GARAGE 5LAB <br />F(5EE PLAN) <br />° III=T°I=1 <br />III —I —I I- <br />° <br />° ° Iliiillliilllliiilll= <br />#5 DOWEL W/ 6" HOOK AT <br />_ _ ALL VERT. KALL REINF. <br />311=11=- III-11 (5EE PLANS FOR LOCATION) <br />11=111=III=11I—I <br />GLEAN COMPACTED 1= <br />FILL o q5% I'-O" MONOLITHIC FOUNDATION <br />STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 <br />WHERE 2ND STORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8" GMU WALL 5HOWN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />GA�t6E CURB DETAIL <br />� <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />Zd ° <br />_ d <br />1�1= <br />co o 116RA1---MI <br />I— <br />o <br />I I III ° — I- <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />{I) #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />(5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED-1 M <br />FILL o q5% MONOLITHIC FOUNDATION <br />5TANDARD DENSITY 1�-O:: VV/ (2) #5 GONT. ON GHAIR5 <br />MIN. <br />WHERE 2ND STORY WALL <br />OGGUR5 DIRECTLY ABOVE THE <br />8" GMU WALL 5HOWN, FT6. SHALL <br />BE 1'4' WIDE W (2) #5 BARS <br />FOOTING SECTION W/ BLOCK DETAIL <br />WAU: RM <br />8 GMU BLOCK R4.1 FI-FOIL OR EQUAL <br />BEYOND OVER %" FURR 5TRIP5 <br />EXTERIOR DOOR -PER BUILDER <br />MTL. THRESHOLD f�E 5LAB <br />5ET IN SEALANT (5EE PLAN) <br />PAVERS <br />(5EE PLANS) ° <br />II1=1I1=1I1=1I1= <br />I I-1 I=111-I 1 I �' <br />-1�1-1�1-cx 1-I�1 ° 1�1=1I1-1I1=1�1- <br />1 11=1 11=1 I° I -I I I -I I -I 1I- <br />III- I -I I II1=1I1=1I1= <br />II I III III " II''MONOLITHIC <br />GLEAN GOMPAGTED " I I —I I __1 I' FOUNDATION W/ (2) #5 <br />FILL o q5% STANDARD 1'-O" GONT. ON GHAIR5 <br />DENSITY AND TERMITE MIN. <br />TREATED <br />WHERE 2ND STORY WALL <br />OGGUR5 DIRECTLY ABOVE THE <br />8" GMU WALL SHOWN, FT6. SHALL <br />BE 1'4' WIDE W (2) #5 BARS <br />6 ENTRY DOOR DET,41 L <br />PATIO/PORGH/LANAI 5LAB <br />(5EE PLAN) <br />8"x8" THIGKENED - <br />5LAB W/ (1) #5 GONT. <br />(DTHICKENE17 EDGE DETAIL <br />WAa: WS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />5LA13 OR PAVER5 <br />(5EE PLAN) <br />Oz I <br />1II-I� <br />`t EXP JOINT 4 v <br />m <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />13 <br />(5EE PLAN) <br />I=1 TI�U #5 DOWEL W/ 6" HOOK AT <br />III=1 11- ALL VERT. WALL REINF. <br />III=I 1=1 1=1 I III= (5EE PLANS FOR LOCATION) <br />-1 1I III—III—i I_I , I I <br />GLEAN COMPACTED-i- 1- FILL o q5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY I-W/ (2) #5 GONT. ON <br />MIN. GHAIR5 <br />WHERE 2ND 5TORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8" GNU WALL 5HOWN, FT6. SHALL <br />BE 1'-4' WIDE W (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />WAU: N% <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'S o 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />y END OF WALL AND <br />5PAGE o 32" D.G. <br />2" (6" MIN. EMBED) <br />5TUD PLATE TIES PER <br />} PT BOT. PLAN o 5TUD TOP 8 <br />PLT. BOT. <br />d ° <br />O .d d • <br />° d <br />(2) #5'S GONT. W/ -/ 8" 8" <br />3" MIN. GI EAR <br />UPLIFT GONNEGTOR5 SUGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON KALL5 NOT SUBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. KALL KHIGH REQUIRE 5UGH HARDWARE <br />KILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />GA RAGE STEP DOAN DETAIL <br />WAU: W6 <br />FOUNDATION r• <br />6ROUT CELL50LID <br />at <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE 5LAB <br />(SEE PLAN) <br />�� 10 2�OZ�YsG. <br />en��a. <br />* � N ;r4 <br />- <br />STATE OF <br />© copy ?jql )!ERN & KULP <br />' '4t Etirktnaineeriria.Inc. <br />oco <br />z <br />JLU <br />w <br />w <br />Z_ <br />o <br />C-0 <br />rn <br />z <br />w <br />J <br />ca.. <br />Q <br />Z= <br />Q� <br />U <br />Ix =D <br />may. a <br />r. <br />CC <br />v3 <br />j <br />=_j <br />a <br />°° E <br />JZ <br />Q♦ <br />�� <br />W <br />y <br />Y <br />g <br />y <br />W <br />m <br />C N <br />M&K project number; <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: `[ 0. `[ 2-2 0 <br />REVISIONS: <br />date: initial: <br />-III- - PVG GHA5E SLEEVE TO BE <br />rn <br />' 1 I-1 I 1—III-_ <br />' I I III <br />I„111 <br />—III—I TKIGE THE DIAMETER OF <br />I =1 I I �oTEGTEv PIPE <br />.0.) <br />,� <br />I I -I 11=1 I I <br />GLEAN GOMPAGTED <br />FILL q5% <br />111111 11111 <br />MONOLITHIC FOUNDATION <br />Cz <br />Q, <br />o <br />STANDARD DENSITY <br />I <br />K/ (2) #5 GONT. ON GHAIR5 <br />C <br />MINN . <br />O <br />WHERE 2ND STORY WALL <br />OGGUR5 DIRECTLY ABOVE THE <br />8" GMU WALL 5HOWN, FT6. SHALL <br />BE 1'-4" WIDE w/ (2) #5 BARS <br />DETAIL)H� <br />d <br />O <br />a <br />io 0 <br />8" GMU BLOCK �..� <br />BEYOND R4.1 FI-FOIL OR EQUAL ~ LL <br />EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 j,T W <br />MTL. THRE5HOLD -PER BUILDER �-: W <br />5ET IN 5EALANT HOU5E 5LAB � � j n <br />(5EE PLAN) ''`"' ICI z <br />PORGH/PATIO/LANAI Q O <br />5LAB OR PAVER5 a <br />(5EE PLAN5) <br />d <br />PER MANUF. III=1 I=1 I I= 0 <br />III—III—III--1 �' <br />=1 11=111= d =III III —I 1=11—III_ I� <br />III —I I ° I I —III —III —III- � <br />=1 11= Q —I II ° III-111-11 I- �' �""' j <br />W <br />II II III=III—III III— MONOLITHIC <br />GLEAN COMPACTED I =1 = FOUNDATION W/ (2) #5 ZT <br />FILL A q5% 5TANDARD I'-O" GONT. ON GHAIR5 �--I �r- <br />DEN5ITY AND TERMITE I MIN. 1 0 <br />TREATED <br />WHERE 2ND STORY WALL O <br />OCCURS DIRECTLY ABOVE THE U. j j <br />8" GMU WALL 5140WN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />sheet: <br />EXTERIOR OUTSWI NG 4 SGD POURED SILLS DETAIL <br />WALL: N% <br />SDml <br />