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FILLED GELL5 <br />(5EE PLAN) <br />8" GMU BLOCK <br />4" 6ARA6E <br />s <br />(1) #5 VERT. FROM FT6. TO <br />'rOP Y I EW BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />@CORNER 30" 6ROUT CELL 50LID <br />GONG. OR PAVER GARAGE WALL Z 4 <br />DRIVEWAY BEYOND (I =1 <br />a� O GRADE _ <br />`Y' III-III-� 1 III [A4 I I Il l 11 EEI <br />l lIIGARAGE SLAB=1 I MI II(5EE PLAN) <br />I6"x8" THICKEN <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE ® GARAGE DOOR DETAIL <br />SCALE: NM <br />8" CHU BLOCK <br />(1) #5 VERT. FROM FT6.- <br />TO BOND BEAM. LAP W <br />FOUNDATION DOWEL <br />MIN. 30" 6ROUT CELL <br />8" WIDE GONT. <br />GONG. CURB <br />w <br />6ARA(5E SLAB <br />(5EE PLAN) <br />> F <br />Z Q • • • e d <br />O GRADE III —III —III —I I I_I i <br />11=1 11= 1=1 I I I I I —I I I —I I I —I 11 <br />'—I I El III-11 • d MIII—III—I ! <br />o '—I I F `' I —I I IIIEIII=111-- <br />11 <br />I=1I— III = 1) #5 DOWEL IN 6" HOOK AT <br />_ I I 1=1I I—!' ALL VERT. HALL REINF. <br />I I=I 1111=III=_ III i I I (5EE PLAN5 FOR LOCATION) <br />I �=1 I I—III-111—I - <br />GLEAN COMPACTED <br />FILL A q5% HI TH MONOLITHIC FOUNDATION <br />5TANDARD DEN5ITY H/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" HIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" HIDE <br />H/ (2) #5 BAR5 <br />GARAGE CURB DETAIL <br />8" GMU BLOGK----_ <br />BEYOND <br />EXTERIOR DOOR— <br />MTL. THRESHOLD <br />5ET IN 5EALANT <br />PORGH/PATIO/LANAI <br />5LAB OR PAVERS <br />(5EE PLANS) <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4' FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />d ' d <br />PER MANUF. III-1 I I I-1 I l 111—I I Ed I I— 1 l <br />=1 I I-1 1 1- d 1=1 I I I I M I M I 1=1 I I_ <br />=1 11=1 111—I I LEI I I-1 11=1 1I- <br />-I 11= `' lEd El I I —I 11=1 I I- _ N <br />' 1=1 m III I I MI M11_ m y <br />I�lll11_ <br />II 11 III —III —III III—_ MONOLITHIC <br />I—,1 I i i 11111=1111 �I 1—�' FOUNDATION H/ (2) #5 <br />GLEAN COMPACTED <br />" FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 <br />DEN5ITY AND TERMITE <br />TREATED 2-5TORY: 1'-4' WIDE <br />H/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />H/ (2) #5 BAR5 <br />Q EXTERIOR OUT5WING 5GD POURED 51LL5 DETAIL <br />SCALE: NT'5 <br />3Y2° GONG. Z& <br />W HWF OR <br />FIBERME5H RI <br />OVER 6 MIL. <br />VAPOR BARR <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E SLAB <br />(5EE PLAN) <br />I— III f1=�f 1) #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />' I I 11 11=III=III I —III (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED <br />FILL A q5* MONOLITHIC FOUNDATION <br />5TANDARD DEN5ITY 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 />FOOT I NCG 5ECT1 ON Al. BLOCK DETAIL <br />SCALE: NT5 <br />8" GMU BLOGK— <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />5ET IN 5EALANT <br />PAVERS <br />(5EE PLANS) <br />GLEAN GOMPAGTED-' <br />FILL ® q5% 5TANDARD <br />DEN5ITY AND TERMITE <br />TREATED <br />R4.1 F I -FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />e <br />• <br />d <br />—II1=III—I <br />II—II—II1: <br />M—I 1 I- <br />(MI1111 <br />` d <br />I —III <br />,III <br />II —I I- <br />— III_ <br />-III - <br />MONOLITHIC <br />FOUNDATION H/ (2) #5 <br />GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />H/ (2) #5 BAR5 <br />EONTRY DOOR DETAIL <br />ALE: NT5 <br />THICKENED 5LA5 ® RECE55 DETAIL <br />SCALE: NT5 <br />8"x8" THICKENED <br />SLAB W/ (I) #5 GON I . <br />DIZCKENED EDGE DETAIL <br />ZI : RM <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 5OLI1) <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(5EE PLAN) <br />;t � I <br />EXP JOINT v <br />m <br />�NAI SLAB <br />R4.1 FI-FOIL OR EQUAL <br />OVER %"' FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />d a. <br />I__III_I <br />a I —III —III: <br />—III—I <br />fi1711I 1 I. <br />,—,IIII„I <br />I=I Tam(l) #5 DOWEL W/ 6" HOOK AT <br />III=III- ALL VERT. WALL REINF. <br />' I 111=III=III=1 I III= (5EE PLAN5 FOR LOCATION) <br />GLEAN COMPACTED =1 I i i <br />III=III- <br />FILL ®qS:K MONOLITHIC FOUNDATION <br />STANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON <br />' GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" HIDE <br />W/ (2) #5 BARS <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />SCALE: MS <br />y " 6YP. BD. EA. 51 DE <br />OF 2x4'5 ® 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />r END OF WALL AND <br />5PA6E ® 32" O.G. <br />2" (6" MIN. EMBED) <br />LU <br />STUD PLATE TIES PER <br />PT BOT. PLAN ® 5TUD TOP 4 <br />PLT. WT. <br />A. .. • • < d _ A • <br />— e <br />d.. <br />(2) #5'5 GONT. W/ <br />3" MIN. CLEAR 8 8 <br />UPLIFT GONNEGTOR5 50GH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND <br />ANGHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A <br />CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE 5UGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />''� GARAGE 5TEP DOWN DETAIL <br />SCALE: NT5 <br />all GMU <br />(1) #5 VERT. FROM FT6. TO <br />— <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT CELL 50LID <br />z� <br />�O O BADE <br />111=111=I I I=I 11- <br />O <br />GLEAN COMPACTED <br />FILL 0 q5% <br />5TANDARD DEN5ITY <br />(DA5EDETAIL <br />=�ZH : NT'S <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E SLAB <br />(5EE PLAN) <br />PVG 6HA5E 5LEEVE TO BE <br />TWIGE THE DIAMETER OF <br />PROTECTED PIPE <br />MONOLITHIC FOUNDATION <br />WI TH H/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />H/ (2) #5 BAR5 <br />seal: <br />s,�� ••"v U 4 <br />& T <br />• <br />4 <br />��'• AT OF <br />01 -0 <br />�� <br />lop ,X%��t,,i N AO_"41 <br />cti�'` <br />21 <br />© copyright : MUL�� ' F� <br />Stru gineenng, <br />Z <br />JUJ <br />CD <br />w <br />Z <br />CD r <br />z <br />W <br />J 5 <br />Q CD <br />Z= Q� <br />oc <br />�E <br />U) � � a <br />=� °O E <br />Q Q A <br />MJ Z s <br />=W �� <br />e <br />CO) m <br />W $ N <br />C. M M <br />M&K project number: <br />068-2001 1 <br />project mgr: .JSB <br />drawn by: DR <br />issue date: 10-2 2-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />INA <br />U) o <br />J J <br />d J � <br />ui <br />W p z <br />a. <br />Z0 <br />� <br />d <br />J <br />'Q L1 U <br />'Q F. 0 �e z <br />0J J <br />sheet: <br />SDml 1 <br />