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FILLED GELLS <br />(5EE PLAN) <br />4" GARAGE <br />" TOP VIEW <br />CORNER <br />F —1 <br />GONG. OR PAVER GARAGE WALL <br />DRIVEWAY BEYOND <br />m �4" L �C,ARA6E 5L <br />(5E PLAN) AB <br />I6"x8" THICKEN <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE GARAGE DOOR DETAIL. <br />SCALE: WS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FTG.- <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />SOLID <br />cz_d <br />L <br />co C) J GRADE <br />o z III=d <br />f _II I ITS <br />8" WIDE GONT. <br />GONG. CURB <br />w <br />GARAGE 5LAB <br />Q <br />> (5EE PLAN) <br />e .. <br />d ° d III —I <br />III —III —III <br />I I 1-1 11=1 I I <br />ITV #5 DOWEL W/ b" HOOK AT <br />I I I I=I I Ml ALL VERT. WALL REINF. <br />7111 1 III=1 I I =IIII ; I I' (5EE PLAN5 FOR LOCATION) <br />11=III=11_I=III—I - <br />GLEAN COMPACTED <br />FILL o q5% WI TH MONOLITHIC FOUNDATION <br />STANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />GA�t6E CURS DETA I L <br />� <br />8" GMU BLOGK---,_ <br />BEYOND <br />EXTERIOR DOOR <br />— <br />MTL. THRE5HOLD —� <br />5ET IN 5EALANT <br />PORGH/PATIO/LANAI <br />5LAB OR PAVER5 <br />(5EE PLANS) —x <br />e I a ° .. <br />PER MANUF. . <br />� IIIII III � ° ..IIIII <br />cn III II d I=I <br />GLEAN COMPACTED` <br />FILL ® q5% 5TANDARD <br />OEN5ITY AND TERMITE <br />TREATED 2-5TORY: I'-4" WIDE <br />w/ (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR OUTSNI NG 1$ 561; POURED BILLS DETAIL <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />ztLU <br />m� <br />MONOLITHIC <br />FOUNDATION W/ (2) #5 <br />GONT. ON GHAIR5 <br />8" GMU <br />(1) #5 VERT. FROM FTG. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />z_cc <br />L <br />O GRADE <br />o -11MI I <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E SLAB <br />(5EE PLAN) <br />II=,I III <br />I�IIIII�1111- <br />111i 1�=-1) #5 DOWEL W/ (b" HOOK AT <br />I— _—III—_II ALL VERT. WALL REINF. <br />' I I I I I I=1 11=1 I I I =1 I( (5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED I I., I I I I I I I I I I I I I I I i <br />FILL o q5% WI TH MONOLITHIC FOUNDATION <br />5TANDARD DENSITY IN (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />FOOTING SECTION W/ BLOCK DETAIL <br />SCALE: WIS <br />8" GMU BLOGK— <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />5ET IN 5EALANT <br />PAVERS <br />(5EE PLANS) <br />J <br />v <br />GLEAN GOMPAGTEDJ <br />FILL ® q5% STANDARD <br />DENSITY AND TERMITE <br />TREATED <br />° <br />. e <br />d <br />III_ <br />III <br />1—I 11: <br />° a <br />< ° <br />III= <br />III.... <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />MONOLITHIG <br />FOUNDATION W/ (2) #5 <br />GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EALTO <br />RYDOOR DETAIL <br />6 Nr5 <br />Y2" 4)xb" LONG <br />PRESSURE 51MP50N TITEN HD <br />TREATED BOTTOM 5GREW5 ® 4'-0" O.G. <br />PLATE AND 12" MAX FROM <br />END OF WALL <br />All° <br />'H d — <br />_I <br />UPLIFT GONNEGTOR5 SUCH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHICH REQUIRE 5UGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />INT. BEARING WALL FOOT I NCG DETA I L <br />8"x8" THICKENED <br />5LAB W/ (1) #5 CON:. <br />(D.TIHICKENED EDGE DETAIL <br />SCALE: KIS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FTG. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL SOLID <br />PORGH/PATIO/LANAI <br />5LAB OR PAVER5 <br />(5EE PLAN) <br />`t EXP ,JOINTv� <br />1, J <br />�NAI 5LAB <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />d .. < <br />MIII—III—I <br />=I 11=III=III <br />111-11 I —III II! <br />a � IIIIIIIIIIIIIIIIII; I <br />1) #5 DOWEL W/ b" HOOK AT <br />III=III- ALL VERT. WALL REINF, <br />III=1 I 1=III=1 I III= (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED -� I, ,IIII=1 I 1=1 I I, <br />III -III— MONOLITHIC FOUNDATION <br />FILL ® q5% <br />5TANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON <br />GHAIR5 <br />2-5TORY: I'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />SCALE: WS <br />)'2" GYP. BD. EA. SIDE <br />OF 2x4'5 ® Ib" O.G. <br />Y2" J-BOLT5 b" FROM EA. <br />END OF WALL AND <br />5PAGE o 32" O.G. <br />2" (b" MIN. EMBED) <br />W 5TUD PLATE TIES PER <br />> PT BOT. PLAN ® 5TUD TOP d <br />PLT. BOT. <br />_f _ <br />d <br />_ d <br />(2) #5'5 GONT. W/ „ <br />3" MIN. CLEAR 8 8 <br />UPLIFT GONNEGTOR5 EUGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />6ARA6E STEP DOWN DETAIL <br />SCALE: WS <br />8" GMU <br />(1) #5 VERT. FROM FTG. TO — <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />z_c�c <br />L <br />a� BADE <br />I I I=I 11=1 11=1 71 <br />C <br />GLEAN COMPACTED <br />FILL o q5% <br />STANDARD DEN5ITY <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />. 1*, <br />d <br />a ° 'III—III_III—III <br />41 <br />I —III —I I I—III-11 <br />CHASE DETA I L <br />8 SCALE: MS <br />PYG GHA5E 5LEEVE TO BE <br />III—III=I TWIGE THE DIAMETER OF <br />=I i LEI IIII i II I PROTECTED PIPE <br />MONOLITHIC FOUNDATION <br />WI TH W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />seal: <br />No 77W4 <br />'- STATE OF 8 <br />�tOR10A'"49;Z'\�� <br />© copyright: k(LN,ERN ���Rl1� <br />structural Engineering, Inc. <br />z <br />Z <br />_J FE <br />W <br />W N <br />Z Q <br />C� <br />Z <br />w a- <br />J <br />Q � <br />E <br />Z� <br />n <br />UJ� c <br />cn a <br />°° E <br />a Q. <br />JZ <br />,v_ <br />LU Y <br />p o <br />0 <br />y m <br />hu g N <br />C ch a <br />19F <br />M&K project number: <br />068- 1 9029 <br />project mgr: ,,,J S B <br />drawn by: BC <br />issue date: 07-08-'2 T <br />REVISIONS: <br />date: initial: <br />sheet: <br />JUL 0 9 <br />a <br />0 <br />0 <br />L1 <br />�' <br />p <br />z <br />0 <br />a <br />o. <br />d <br />a <br />� <br />U <br />� <br />r <br />F, Y <br />W <br />z <br />J J <br />SCALE: WS <br />SCALE: W9 <br />SDm 1 <br />