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FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKEN EDGE IN (2) #5 GONT. 8" GMU BLOCK 411 6ARA6E 1 TOP VIEW @CORNER 6ARA6E WALL BEYOND 6ARA6E SLAB 411 (SEE PLAN) � a I I —III —III —I I I THICKENED EDGE ® GARAGE POOR DETAIL SCALE: IM (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID z� e3 O . 6RADE =1I1=1IF� o z III I 3 1 �—III-- 8" WIDE GONT. GONG. CURB w LU 6ARA6E SLAB > (SEE PLAN) d III —III —III —III ' + III=1 I FE: IIIIIiII1N IIIITIIII—'' III= i=(U #5 DOVEL W/ 6" HOOK AT ALL VERT. WALL REINF. III I I III=1 ( = III I i I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED III =III= I l i FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE: NM 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d PER MANUF. + It Ili 11111 III . " IIII� a d 111 I I I I I Ill GLEAN GOMPAGTED-' FILL o q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0' WIDE W/ (2) #5 BAR5 EXTERIOR OUTSWING 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) v m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z Q d d ° ` III —I �O O 6RADE _ m -1 I I-1 1 1— ni i El I I AI I —I I —I -1 I I-11—i I M I I° I—III—III- O —1 I I— El I I I III=1 I—� -' '=11Im II III° � R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ' I —III— III— 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I l I I I I=1 I I=1II =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I ; ,III 111 I I 1 1111 111 I II 111- ' FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ('o_-,�FOOTING SECTION W/ BLOCK DETAIL SCALE: WS 8" GMU BLOCK— R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) d d ° d � I —III —III —III_ III —III —III —I I 1=1 �' III=III... IElI Q I I IEE I II— dIII-1I + e � I —III —III —III e I I I —III —I I- ' I=1 m III I I d I —III —III, II11,II 11. 111�I11- "'— "'—"'- "'—' `— MONOLITHIC - I 1 ,111=III=III=_I.1—'' '- GLEAN COMPACTED III-1 I �= I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 0�11T%l POOR DETAIL NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUCTION5. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'6 I I I Q IN 6ROUTED GELL SLAB, EPDXY d DRIVE J #5 DOWEL, PROVIDE MIN. I 30" LAP SPLIGE I I I O N I I z . ° ' 111=1 I M 11=1 11= 6RADE I I —III —III —III —I I III —III —I I —I I I I I—III-1I I —III_ '' IF=11I—El I MITI-1 I I I —III —III —I � 1- _� —III—III—III III —III —III- ' -I I h ^I 11-111 _`. d_ 1=1 I I-1 I I M 155EP DOWEL RETROFIT DETAIL _ SCALE: N'TS SIM. •GNU snm FOR DROFFEp N ADE 8"x8" THICKENED SLAB W/ (1) #5 GON I . 3 Y2" GONG. SL AIM w/ WWF OR FIBERME5H Rf OVER 6 MIL. VAPOR BARR THICKENED EP&E DETAIL 3 SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) Z I `t EXP JOINT v m kNAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. 'I; I I 1=1 1=III-1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED ,. FILL o q5% =1 1 I I I I —III —III I I III -III— MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS XTER I OR WALL @ PORCH/PATIO/LANAI DETAIL. SCALE: NM THICKENED SLAB ® RECESS DETAIL Y2" 6YP. BD. EA. SIDE OF 2x4'S o 16" O.G. Y2" J-BOLT5 6" FROM EA. y END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER j PT BOT. PLAN o STUD TOP b PLT. BOT. G .. . is •e e + (2) #5 5 GONT. W/ 811 all 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. A GARAGE 5TER DOWN DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BONID BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z_Q (10 RADE III=11 �=III=11 I. R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d d. �11II I 111 I1111 I IIII' PVG CHASE SLEEVE TO BE III=III-1 TWICE THE DIAMETER OF II —III —III— _-1II—II ' I I III I I=1 I I —III I —III PROTECTED PIPE GLEAN COMPACTED I I;, I I 1 11111I I I FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DETAIL 8 SGALe: RM 5LOPED PAVERS BY OTHERS Fi r N GRADE — d II - 8" WIDE GRADE BEAM w/ (1) #5 BAR GONT. -III—III—III III= I I TOP BOTTOM, Z —III III —III . —_—I 1= BETWEEN FOOTING5 =III III _—I N -III—III—I I I —III—I I— PORGH FOOTING III=1 I I III —III � BEYOND, A5 REO V. IJJ I- -5EE PLAN PORCH GRAPE BEAM DETAIL 12 SCALE: WS seal: ��o�S„G."FR/ �� SF 4 M O :. AT OF : �4i/ � .. :4, P % `1. 0 copyrighl : MULHERN & KOLP 2�L� Structural MOVn 1 L OCM M Z Wcc w =LU Z t� Z w a + ---� a� Z= a� ca - Q oc � � � w 00 3: E Q. Jz W Y M2 y m W Q N C c�5 0. M&K project number: 068-200 1 1 project mgr: J S B drawn by: p R issue date: 10-20-21 REVISIONS: date: initial: 1/02/2021 EMG sheet: 0 0 J w � Q Z 0 a d W � d z U z � � Y 0 z SCALE: WS SCALE: WS SDw I