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— - <br />FILLED CELLS <br />(SEE PLAN) <br />vHrctavT­ <br />.rwr1% % 110•i.1 <br />9y;J1NIVL_.1N <br />F —1 <br />GONG. OR PAVER 6ARA6E WALL <br />DRIVEWAY BEYOND <br />6ARA6E SLAB <br />m 4 L (5EE PLAN) <br />r <br />a° <br />A <br />1I— <br />_� <br />16"x8" THICKENED-1 -11I <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE @ 6ARA 6E DOOR DETAIL <br />SCALE: NTS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT5. - <br />TO BOND BEAM. LAP W <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />SOLID <br />X <br />z_ <br />c Q <br />L <br />0 6 IAD 11= <br />o z <br />�—Illllm <br />8" WIDE GONT. <br />GONG. CURB <br />GARAGE SLAB <br />(SEE PLAN) <br />° ° 1 <br />d ° I <br />° a III —III Ill —I <br />III —III III —I � 1= <br />e llllllilllllilllllillll—' <br />=1I- I I�flfl) #5 DOWEL W/ 6" HOOK AT <br />_ _ ALL VERT. WALL REINF. <br />1 I I— III -III=- III I' (5EE PLANS FOR LOCATION) <br />I �=III—III—III—I _ <br />CLEAN COMPACTED " III =III= 11 <br />FILL ® G5% WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />G�Rt�ECURBDETA� I L <br />SCALE: NTS <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 5OLID <br />zX <br />-Q <br />O GRADE <br />11111111111�11 <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />1 _=III- ° I i i1) #5 DOWEL W/ 6" HOOK AT <br />- _=III I ALL VERT. WALL REINF. <br />11 II I I—III=III -� (SEE PLANS FOR LOCATION) <br />GLEAN COMPACTED <br />FILL ® 15% MONOLITHIC FOUNDATION <br />STANDARD DENSITY WI TH N1(2) #5 GONT. ON CHAIRS <br />2-STORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />W/ (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) 1 <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />a <br />4 <br />d <br />° <br />a: <br />III=I <br />11=III—III—I <br />AII—III—II <br />III —III <br />I I —I I I—I_I <br />I I- <br />e <br />_ ° <br />°I- <br />II—III—I11= <br />I-III=III=1 I-1''' "— MONOLITHIC <br />GLEAN COMPACTED " III =1 1= I i' FOUNDATION W/ (2) #5 <br />FILL ® 95% STANDARD WI TH GONT. ON CHAIRS <br />DEN51 TY AND TERMITE <br />TREATED 2-STORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />ENTRY DOOR DET,�IL <br />6 SCALE: NTS <br />8"x8" THICKENED <br />SLAB W/ (I) #5 GON I . <br />D <br />THICKENED EDGE DETA�IL <br />SCALE: NT5 <br />8" GMU BLOCK- <br />(1) #5 VERT. FROM FT5. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 5OLID <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(SEE PLAN) <br />NNA <br />\NAI SLAB <br />®fI�� � • .. . . i-EQUAL <br />BUILDER <br />HOUSE <br />ii (SEE PLAN) <br />d 4 ° <br />—III III III—�I. <br />0I I —I I =1 I I=III=1 11-I I i <br />EXP JOINT ' >T ——I I 1=III=1 <br />— _ _ III —I I I I III Ill=1 I I—III=1 <br />m 1=I 4 ffim <br />II1) #5 DOWEL W/ 6" HOOK AT <br />I1I1- ALL VERT. WALL REINF. <br />' I 111=III=III= 111= (5EE PLANS FOR LOCATION) <br />_� I III —III —III II <br />GLEAN COMPACTED i I -III -III- FILL ® G5% MONOLITHIC FOUNDATION <br />STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON <br />CHAIRS <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/PATIO/LANAI DETAIL <br />SCALE: NTS <br />° <br />)12" 6YP. BD. EA. SIDE <br />OF 2x4'5 ® 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />END OF WALL AND <br />SPACE ® 32" O.G. <br />2" (6" MIN. EMBED) <br />W-W, 2- STUD PLATE TIES PER <br />> PT BOT. PLAN ® STUD TOP d <br />PLT. BOT. <br />a ° ° <br />4 <br />° 4 . d <br />(2) #5'5 GONT. W/ all 8" <br />3" MIN. GLEAR <br />UPLIFT GONNEGTORS SUGH AS STUD PLATE TIES, HURRICANE CLIPS, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE <br />WILL BE SPECIFICALLY NOTED ON PLAN. <br />GA�R,A6E STEP DOWN DETAIL <br />SCALE: MS <br />8" �MU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 5OLID <br />•X <br />Z � <br />O BADE <br />' III=1 I I=1 I I11=I I II r <br />0 <br />GLEAN COMPACTED <br />FILL ® 15% <br />STANDARD DENSITY <br />DETAIL <br />8 SCALE: NT5 <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />d .. 4- - <br />° ' III —III —III —III —I <br />° II —III III III —III. <br />11=11—I 1—I 1—i <br />III —III- <br />=III- <br />III I I III I I PVC CHASE SLEEVE TO BE <br />TWIGE THE DIAMETER OF <br />1=1 I 1=1I I —+-I =1 I1- PROTECTED PIPE <br />MONOLITHIC FOUNDATION <br />WI TH W/ (2) #5 CONT. ON CHAIRS <br />2-STORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />OC <br />Al <br />`b°° Fo ' � ' .vet ;. <br />✓ <br />© copyright : MULH UL� <br />7 2021 <br />Struct�fjineering, Inc. <br />CD <br />Z <br />W <br />w <br />Z <br />c <br />�Z <br />Z <br />Q <br />w <br />a <br />Q <br />CD <br />Z= <br />Q(J <br />U <br />� 4 <br />W <br />:2 <br />� <br />Ea <br />1�11. <br />. <br />W <br />1- <br />Z <br />W <br />o <br />M o <br />Y CP <br />o c�Q <br />y <br />W <br />m �h <br />CD N <br />cc <br />ch a <br />IV <br />M&K project number: <br />068.200 1 1 <br />project mgr: <br />JSB <br />drawn by: <br />DJ R <br />issue date: 12-14-21 <br />REVISIONS: <br />date: initial: <br />O <br />8" GMU BLOCK J i i JI„ <br />BEYOND R4.1 FI-FOIL OR EQUAL nw <br />EXTERIOR DOOR OVER %" FURR STRIPS I� ) (Ji <br />MTL. THRESHOLD -PER BUILDER O <br />I ' <br />SET IN SEALANT HOUSE SLAB <br />W Z <br />(5EE PLAN) <br />PORGH/PATIO/LANAI <br />Q v x <br />SLAB OR PAVERS ra" <br />(5EE PLANS) � Ld <br />J <br />PER MANUF. <br />=1 11=1 III —I I I I —III —I 11=1 I I- Ld <br />J <br />°III —III —III- _ <br />1=I m III I I d I I —III —I 11= v <br />11=1 I _ III —III ;LU <br />Q <br />I I I III —III —III I I I I; ,_ MONOLITHIC <br />d <br />1=III—III—III—III- GLEAN COMPACTED FOUNDATION W/ (2) #5 <br />� � � III =III- I I' <br />FILL 0 95% STANDARD WI TH GONT. ON GHAIRS U) <br />DENSITY AND TERMITE I — <br />TREATED 2-5TORY: I'-4" WIDE O O z <br />w/ (2) #5 BARS � --� --1 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />sheet: <br />d EXTERIOR OUT5K NG $ 56D POURED 51 LL5 DETAIL <br />-I SCALE: NTS SDm I <br />