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FILLED CELLS <br />(SEE PLAN) <br />4" 5ARA6E ' <br />TOP VIEW <br />c�CORNER <br />8" GMU BLOGK R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />(1) #5 VERT. FROM FTC. TO <br />BOND BEAM. LAP w/ HOUSE SLAB <br />FOUNDATION DOWEL MIN. (5EE PLAN) <br />30" GROUT GELL SOLID <br />z Q 1011 <br />GONG. OR PAVER 6ARA6E WALL <br />BEYOND �, o GRADE ° a 'III III=1 11= <br />DRIVEWAY _ <br />a I -III -I I-� <br />=1 1711 1= rill <br />IIIa -I--1=(SEPLAN) AB -Trill <br />I-I I MI 11=1 11-,-6ARAr_,E -III I IIII-I 11=1 1-I II mi° — 11—I 11= <br />16"x8" THIGKEN'. <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE ® GARA&E DOOR DETA I L <br />SCALE: NIIS <br />8" GMU BLOCK <br />8" WIDE GONT. <br />GONG. CURB <br />(1) #5 VERT. FROM FTC. <br />TO BOND BEAM. LAP w/ ID <br />FOUNDATION DOWEL L-Q, CARACE SLAB <br />MIN. 30" GROUT CELL > (5EE PLAN) <br />5OLID <br />zQ ° ° <br />� O a <br />GRADE <br />111 III III III , <br />11=1 1 1= t 11 I I I I -I I I-1 I I -I I I=' <br />III -I -� III -I 5III=1 I 1=1 1I- <br />Q I-1I1=1II- <br />I=1 m III = 1=1117 <br />II=1- I 1) #5 DOWEL W/ 6" HOOK AT <br />_ -_ = I -I' ALL VERT. HALL REINF. <br />it I I i I I i I i-I III i I I I' (5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED---" <br />FILL ® 95% NI TH MONOLITHIC, FOUNDATION <br />STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS <br />2-STORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />N/ (2) #5 BARS <br />GARAGE CURB DETAIL <br />5 SCALE: NTS <br />ICI) #5 DOWEL H/ 6" HOOK AT <br />ALL VERT. HALL REINF. <br />111 11 III=III=III , I (5EE PLANS FOR LOCATION) <br />-III III=1 � I -I 11= <br />GLEAN GOMPAGTED " III=I I L-1 I' <br />FILL ® 95* MONOLITHIC FOUNDATION <br />STANDARD DENSITY NI TH H/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" HIDE <br />N/ (2) #5 BARS <br />�� FOOTING SECTION W/ BLOCK DETAIL <br />SCALE: NTS <br />8" GMU BLOGK- <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />SET IN SEALANT <br />PAVERS <br />(5EE PLANS) <br />GLEAN GOMPAGTEDJ <br />FILL ® 95% STANDARD <br />DENSITY AND TERMITE <br />TREATED <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />a <br />° a <br />d411'11 <br />I1=1I I- <br />°-I <br />I I=111=i11=III- <br />III l I I l I I'' i''`-- MONOLITHIC, <br />FOUNDATION W/ (2) #5 <br />NUTH GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />ENTRY DOOR DET� I L <br />6 SCALE: NT5 <br />PATIO/PORGH/LANAI SLAB <br />(SEE PLAN) <br />8"x8" THIGKENED - <br />SLAB W/ (1) #5 GONT. <br />THICKENED EDGE DETAIL <br />3 SCALE: NM <br />8" GMU BLOGK <br />(1) #5 VERT. FROM FTC. T <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT GELL 50LID <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(5EE PLAN) <br />EXP JOINT V <br />m <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />I= 1) #5 DOWEL W/ 6" HOOK AT <br />III=III- ALL VERT. WALL REINF. <br />' I III=III=I11=1 I III= (5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED -� I II I I -III -III .I I <br />III=III- FILL ®q5% MONOLITHIC, FOUNDATION <br />STANDARD DENSITY NI TH N/ (2) #5 GONT. ON <br />GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />EXTERIOR WALL @ PORCH/FAT I 0/LANAI DETAIL <br />SCALE: NM <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'S ® 16" O.G. <br />Y2" J-13OLT5 6" FROM EA. <br />y END OF WALL AND <br />SPACE ® 32" O.G. <br />2" (6" MIN. EMBED) <br />W STUD PLATE TIES PER <br />} PT BOT. PLAN ® STUD TOP 8 <br />PLT. BOT. <br />° a <br />d <br />a � <br />(2) #5'5 CONT. H/ <br />3" MIN. CLEAR <br />UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND <br />ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />'' GARAGE 5TEP DOWN DETAIL <br />SCALE: W S <br />8" GMU <br />(1) #5 VERT. FROM FTC. TO — <br />BONO BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />z_c<c <br />L <br />a� O BADE <br />I I �__1 11=_ I I- <br />O <br />GLEAN GOMPAGTED <br />FILL ® 95% <br />STANDARD DENSITY <br />GH, SE DETAIL <br />8 SCALE: ►,� <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />a'III�16I -I1I1 1I1I1- <br />- <br />— PVC CHASE SLEEVE TO BE <br />III=III-� TNIGE THE DIAMETER OF <br />el I ICI I I� II PROTEGTED PIPE <br />`- MONOLITHIC, FOUNDATION <br />ll TH W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />H/ (2) #5 BARS <br />seal; v'­ G.r <br />� a <br />No 77524 * 1 <br />OTArF- OF <br />t � <br />4t/ <br />© copyrigh'Ntll L4 <br />Structural Engineering, Inc. <br />0 CD <br />Z_ <br />W <br />w <br />Z_ c <br />C-0 o' <br />Z <br />w a <br />+ < <br />J <br />Z= <br />v ��a <br />E- E <br />WF- :2 as <br />N <br />S_J °° E <br />a > • <br />J�CD <br />Z M i <br />W co <br />2 <br />y mOO _ <br />W O N M&K project number; <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by; BC <br />issue date; 05- `I 4-2 `I <br />REVISIONS: <br />date: initial: <br />MAY <br />U) <br />8" GMU BLOCK <br />BEYOND R4.1 FI-FOIL OR EQUAL <br />EXTERIOR DOOR OVER 3/4" FURR STRIPS W Q <br />MTL. THRESHOLD -PER BUILDER <br />SET IN SEALANT HOUSE SLAB W Q <br />(5EE PLAN) <br />PORCH/PATIO/LANAI Q O , J <br />SLAB OR PAVERS L, <br />(SEE PLANS) <br />PER MANUF. III-1 I I I-1 111 <br />- <br />-III-III- I, O <br />-I I- tx I -III 11=1-I 11=1 I I_ <br />=,LLJ <br />1 I EdI-III-III-III- <br />-II I I=I I <br />11 E EII II-III_III-d <br />,� W <br />III -I 11= m w n <br />-1 I I=1 I <br />-III I I III -III -III III- ' <br />11=III=III-III-III-'''_ MONOLITHIC, � � <br />GLEAN GOMPAGTED i I I =III= FOUNDATION W(2) #5 <br />FILL ® 95% STANDARD NI TH GONT. ON GHAIR5 W <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE O 0 Z <br />w/ (2) #5 BARS i ,1 J1-5TORY: 1'-0" WIDE I• L <br />W/ (2) #5 BARS <br />sheet: <br />EXTERIOR OUTSWING 4 56D POURED 51LL5 DETAIL <br />SCALE: NTS <br />SDiml <br />