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seal: <br />J <br />FILLED GELL5 <br />(5EE PLAN) <br />4" 6ARA6E ' <br />TOP YIEW <br />CORNER <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT GELL 50LID <br />GONG. OR PAVER I 6ARA6E WALL z <br />DRIVEWAY j- BEYOND <br />I d3 <br />GARAGE SLAB <br />m 4 L (5EE PLAN) <br />I6"x8" THICKEN] <br />ED6E W/ (2) #5 <br />GONT. <br />THICKENED EDGE @ GARAGE DOOR DETAIL <br />SCALE: WTS <br />8" GMU BLOCK <br />8" WIDE GONT. <br />GONG. CURB <br />(1) #5 VERT. FROM FT6. <br />TO BOND BEAM. LAP w/ N <br />FOUNDATION DOWEL �-Q, 6ARA6E SLAB <br />MIN. 30" GROUT GELL } (5EE PLAN) <br />DI <br />50LID <br />L d, a a <br />—I I I —III —III <br />O GRADE —I 11=II <br />III —III I —III —I I <br />'—- cY I—_ III <br />III III—III-111—I 1-' <br />1=1 J III —I I d —I 1I—III—III—I I I- <br />Q —III= I —I I I I 1=1 I I I- <br />=1 cn III I I = 1=1 11— <br />d 11 = 1) #5 DOWEL Wb" HOOK AT <br />_ I I �-III-I ALL VERT. WALL REINF. <br />III=1 III -III = III I i I' (5EE PLAN5 FOR LOGATION) <br />GLEAN COMPACTED <br />FILL A 95% WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 <br />2-STORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I -STORY: 1'-0' WIDE <br />W/ (2) #5 BAR5 <br />GARAGE CURB DETAIL <br />SCALE= Wrs <br />d d <br />b III <br />6RADE _ eI MI <br />=1I1=1I II -II < I=1I I -III <br />-III-_ I I III=III= <br />--O'=1 I m I I I I III -I I I <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />1=1 III < . 111=�1i' �-f I) #5 DOWEL W/ b" HOOK AT <br />ALL VERT. WALL RPNF. <br />' I I I III -III -III I -III (5EE PLAN5 FOR LOCATION) <br />GLEAN COMPACTED <br />FILL 0 95� -111- MONOLITHIC FOUNDATION <br />STANDARD DENSITY WI TH H/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />F00T1 NG 5ECT1 ON W/ BLOCK DETA 1 L <br />SCALE: W S <br />8 GMU BLOCK - <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />5ET IN SEALANT <br />PAVERS <br />(5EE PLAN5) 1 <br />d e <br />e d ' <br />r=II <br />d11 In I II-III; <br />MIT <br />- 111-111- <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3I4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E SLAB <br />(5EE PLAN) <br />II ��� ���-"Ej-j[ � ���-ram <br />11=III=III=III=II-''' MONOLITHIC <br />GLEAN COMPACTED FOUNDATION W/ (2) #5 <br />FILL o 95% STANDARD WI TH GONT. ON CHAIRS <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />ENTRY DOOR DETAIL <br />6 SCALE: WT5 <br />PATIO/PORGH/LANAI SLAB <br />(5EE PLAN) <br />8"xb" THICKENED - <br />5LAB W/ (1) #5 GONT. <br />THICKENED EDGE DETAIL <br />3 WAX: RM <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. T <br />BOND BEAM. LAP W <br />FOUNDATION DOLL MIN. <br />30" 6ROUT GEIL 50LID <br />PORGH/PATI0A ANAI <br />5LAB OR PAVER5 <br />(5EE PLAN) <br />;t z I <br />EAI JOINT v <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />I I=111- - !) #5 DOWEL W/ b" HOOK AT <br />IIIALL VERT. WALL REINF. <br />III=1 I 1=III=1 I III= (5EE PLAN5 FOR LOCATION) <br />GLEAN GOMPAGTED <br />III-1 11= FILL A 95% MONOLITHIC FOUNDATION <br />5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON <br />GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />SCALE: WTS <br />Y2" GYP. BD. EA. 51DE <br />OF 2x45 ® 16" O.G. <br />Y2" J-BOLT5 6" FROM EA. <br />r END OF WALL AND <br />5PAGE A 32" O.G. <br />2" (b" MIN. EMBED) <br />LU <br />ci- STUD PLATE TIE5 PER <br />PT BOT. PLAN A STUD TOP $ <br />PLT. BOT. <br />. <br />d W: °11L° • <br />(2) #5'5 GONT. W/ „ „ <br />3" MIN. GLEAR 8 8 <br />UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND <br />ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5U13JEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />GARAGE 5TEP DOWN DETAIL <br />SCALE: WTS <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT CELL 5OLID <br />zx <br />f <br />dJ m0 RADE <br />I I I=I I I=I I I=I I I= <br />z ' PVG GHA5E SLEEVE TO BE <br />THIGE THE DIAMETER OF <br />Q ' 11 III I I —I 11=1 I I I =1 I I �oT�GTED PIPE <br />GLEAN COMPACTED <br />—111_I i <br />FILL A 95% WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY 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 BARS <br />CHASE DETAIL <br />8 5GALE: WT5 <br />R4.1 FI-FOIL OR EQUAL <br />OVER %'" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E SLAB <br />(SEE PLAN) <br />J I�,I I In,l I Iml I L- <br />F <br />.. No <br />"s2wIF <br />' <br />© c n ULHLMI&PF <br />j dyLgl En ineeg,tin <br />/ Ifni 1111� <br />W <br />W <br />Z c <br />z <br />w rn <br />a <br />J i <br />Q � <br />Z= <br />t- • <br />CU �d Q, � c� <br />= C <br />N- a� <br />cn <br />= <br />-a°O E <br />a ;• <br />J� <br />Z M = <br />W co op <br />ca <br />y m to <br />W c N M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 0 6-0 9-'21 <br />REVISIONS: <br />date: HIM 1 + 9091 initial: <br />cz <br />CCU <br />rc <br />�j 0 <br />8" GMU BLOCKU. <br />BEYOND R4.1 FI-FOIL OR EQUAL ►--r <br />EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />MTL. THRESHOLD 5ET IN SEALANT HOUSE 5LAB T w T T _ <br />(5EE PLAN) � z <br />PORGH/PATIO/LANAI Q Q Ix <br />5LAB OR PAVERS r <br />O <br />(5EE PLANS) v 1 <br />d d — z <br />PER MA1dUF11' III=1 I I I=1 <br />MI I I —III— <br />'=1 I I =1 I I=� I=1 I I ]III I II I II II I II II I- L J <br />'—I I H -� III —I I . I—' <br />i- U = <br />III _ I I I I1=1I I II - n ,Q <br />I —I m i l l I I - I-1 I I —III= � v <br />I I I I I 1=1 11=1 I I- I I O I- <br />11=III—III=III—III—''' MONOLITHIC <br />GLEAN COMPACTED FOUNDATION W/ (2) #5 M <br />FILL ® 95% 5TANDARD Wi PTH GONT. ON CHAIRS (n <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: I'-4' WIDE 0 0 z <br />W(2) #5 BARS C) <br />I -STORY: 1'-0' WIDE <br />W/ (2) #5 BARS <br />sheet: <br />EXTER 1 OR OUT5W1 NG 4 561;1 POURED 51 LL5 DETA I L <br />SCALE: NM <br />SDw 1 <br />