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FILLED CELLS <br />(SEE PLAN) <br />GONG. OR PAVER <br />DRIVEWAY—, <br />I6"x8" THIGKENI <br />E06E H/ (2) #5 <br />GONT. <br />8" GMU BLOCK <br />4" 6ARA6E I <br />TOP YIEW <br />@CORNER <br />6ARA6E HALL <br />BEYOND <br />i <br />THICKENED EDGE @ GARAGE DOOR DETAIL <br />SCALE: WS <br />(1) #5 VERT. FROM FT(5. - <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />� <br />III-1 _-_ <br />Q 11111m <br />8" WIDE GONT. <br />GONG. GURB <br />N <br />w 6ARA6E SLAB <br />(5EE PLAN) <br />4* <br />CITI <br />�����,1- <br />I (1) #5 DOWEL H/ 6" HOOK AT <br />_ I I I I=III=1 ALL VERT. HALL REINF. <br />(SEE PLANS FOR LOCATION) <br />I �=III-III-III-I _ <br />CLEAN COMPACTED <br />FILL A q5% HI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY IN (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BARS <br />I-5TORY: I'-0" WIDE <br />H/ (2) #5 BARS <br />GARt610�1!111 DETA I L <br />SCALE: <br />8" GMU BLOCK <br />BEYOND <br />R4.1 FI-FOIL OR EQUAL <br />EXTERIOR DOOR <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />MTL. THRESHOLD <br />HOUSE SLAB <br />SET IN SEALANT <br />(5EE PLAN) <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(SEE PLANS) <br />PER MANUF. <br />�' <br />° <br />'=1 I MI11= [ 1=1 I I I I <br />III -III -I I I_ I I=► <br />MI I MI I=1 I I- <br />'-11MI III -I I MI <br />I MI 11=1 I I- <br />`' ° <br />' -I I I- MI I I I <br />MI I=1 I I- <br />I I -I <br />- In <br />11=1 I m y <br />I I I I III -III III— <br />II I-''' <br />MONOLITHIC <br />;,Illliilll-1111��1 <br />GLEAN COMPACTED III— <br />FOUNDATION H/ (2) #5 <br />GONT ON GHAIR5 <br />FILL ® 615% STANDARD WI TH <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />w/ (2) #5 6AR5 <br />I -STORY: 1'-0" WIDE <br />H/ (2) #5 BAR5 <br />EXTERIOR OUT5WING 4 56D POURED SILLS DETAIL <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL SOLID <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />e .' d.' <br />1=1 I 1=1 1=1 11=1 <br />co0 6RADE _ I I -I 11=1 I I -I 11=1 I I. <br />-III-III- .l III A II-III-III=1 I-'' <br />'-III-I I -� I I I -I I° I -III -III -I <br />11= <br />' 1= III— III 1 #5 DOWEL H/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />' I I I I III=1 11=1 I I I =1 I I (5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED I I,;, I I I 1111 111 III 1 1 1 l l 1= <br />FILL ® q5% MONOLITHIC FOUNDATION <br />STANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I-5TORY: 1'-0" WIDE <br />IN (2) #5 BARS <br />,- FOOTING SECTION W/ BLOCK DETAIL <br />SCALE: NITS <br />8" GMU BLOCK R4.1 FI-FOIL OR EQUAL <br />BEYOND OVER 3/4" FURR STRIPS <br />EXTERIOR DOOR -PER BUILDER <br />MTL. THRESHOLD HOUSE SLAB <br />(SEE PLAN) <br />SET IN SEALANT <br />PAVERS <br />(5EE PLANS) <br />° E e <br />d G <br />" III -III -III -III <br />III -III -Ili -I � I —I I <br />11= n% 1=1 I I III -III -III -I 11-' <br />':Ed I MI _J: III=1 I ° 1=III-III=1 I I - <br />'Ell I I- `' I -I I III-1 I MI I I- <br />=1 cn III I I d I -III -I 11= <br />i 1=1 11=1 11=1 11=1 11-''' MONOLITHIC <br />GLEAN COMPACTED III -I 11= I i FOUNDATION W/ (2) #5 <br />FILL ® q5% STANDARD HI TH GONT. ON CHAIRS <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" HIDE <br />W (2) #5 BARS <br />I -STORY: 1'-0" HIDE <br />W/ (2) #5 BAR5 <br />06RAT2% <br />DOOR DETAIL <br />PATIO/PORGH/LANAI SLAB <br />(5EE PLAN) <br />8"x8" THIGKENED — <br />SLAB H/ (1) #5 GONT. <br />(3HICKENED EDGE DETAIL <br />: ►,rrs <br />8" GMU BLOCK <br />R4.1 FI-FOIL OR EQUAL <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL SOLID HOUSE SLAB <br />PORGH/PATIO/LANAI (5EE PLAN) <br />SLAB OR PAVERS <br />(5EE PLAN) <br />4- <br />'d I -III -III -III -III <br />a4,11 <br />IF -II <br />:4 <br />III -I <br />EXP JOINT —III 111_III-111_I <br />=IrI�i+L(I) #5 DOWEL W/ 6" HOOK AT <br />III=III- ALL VERT. HALL REINF. <br />' I I I I=III=111=11 111= (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED -1 1 I I I I -III -III . I i <br />III -III— <br />FILL ®q5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY WI PTH H/ (2) #5 GONT. ON <br />CHAIRS <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />H/ (2) #5 BARS <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />SCALE: NTS <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'5 ® 16" O.G. <br />Y " J-BOLT5 6" FROM EA. <br />►' END OF WALL AND <br />SPACE ® 32" O.G. <br />2" (6" MIN. EMBED) <br />1LI STUD PLATE TIES PER <br />PT BOT. PLAN ® STUD TOP d <br />PLT. BOT. <br />d e °° <br />d ° ! <br />° d <br />e, a•° d , <br />(2) #5'5 CONT. W/ —J „ <br />3" MIN. CLEAR 8 8 <br />UPLIFT CONNECTORS 5UGH A5 STUD PLATE TIE5, HURRIGANE CLIPS, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A <br />GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE 5UGH HARDWARE <br />WILL BE SPECIFICALLY NOTED ON PLAN. <br />A GARAGE STEP DOWN DETAIL <br />SCALE: WI S <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />— <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />50" 6ROUT GELL SOLID <br />cz_d <br />L Y_ <br />m0 RADE <br />III=III=I 11=I I I= <br />O <br />GLEAN COMPACTED <br />FILL ® q5% <br />STANDARD DEN5ITY <br />CHSTS <br />DETA I L <br />8 5GALE <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />C�ll <br />11I- <br />1-1 <br />III—III=1 PVG CHASE SLEEVE TO BE <br />III —II, , TWIGE THE DIAMETER OF <br />=I I I'I —Ti. PROTECTED PIPE <br />I Ts WI TH ` MONOLITHIC FOUNDATION <br />W/ (2) #5 CONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BARS <br />I-5TORY: 1'-0" WIDE <br />H/ (2) #5 BARS <br />i i•�4 s <br />• N 7 •� <br />;C <br />L<. <br />pF <br />.9p <br />© copyright: MULHERN & KULP <br />Structural EngA�r�ng, In4 2021 <br />CD <br />z_ <br />ac <br />W <br />UU <br />=Z � <br />i Z <br />W a- <br />J (D <br />Z= a8 <br />oc <br />LUF- m <br />cn j <br />J m E <br />Q . A <br />_J Z V CD <br />W <br />p o <br />2 <br />y m <br />W C N <br />C M M <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 0 g-2 9-22 `j <br />REVISIONS: <br />date: initial: <br />,.J <br />d <br />H <br />W <br />Z <br />O <br />1=- <br />d <br />0 <br />z <br />0 <br />LL <br />sheet: <br />d <br />C] <br />O <br />J <br />,--i IL <br />W � <br />Q z <br />0 x <br />W � <br />d <br />LLI U <br />� Z (n <br />� F. z <br />J J <br />SCALE: NTS <br />SDm 1 <br />