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c F] FILLED CELLS (SEE PLAN) vr�rc�v� @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) EA 16"x8" THIGKEN EDGE W/ (2) #5 GONT. THICKENED EDGE GARA&E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLI D cz_ ccx L L �o O _ GRADE =1 I 1=1 11= of I-1 m I I= III=f(I) #5 DOWEL W/ 6" HOOK AT _ I I I=III—I ALL VERT. WALL REINF. III=I I III=III III i I (SEE PLANS FOR LOCATION) GLEAN COMPACTED III FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS E t�t6E CURB DETA I L 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) tY v GLEAN COMPACTED' R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I ztLU mUJ MONOLITHIC FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED „ 2-5TORY: 1-4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 $ 56D POURED 51LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP vw/ FOUNDATION DOWEL MIN. 30" GROUT DELL SOLID z< d d o GRADEI- m —III- `' I I I III —III —I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 1=III—III —� I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 1 I ;III 1 FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH {N/ (2) #5 CONT. ON GHAIR5 ��2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5ECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD LL HOUSE SLAB (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) ° - III —III —III —III III —III —_III —_I I 1=1T =III=III= d I=III III—III—III=1 I I —III=1 III —I I —I 11=1 I I-1 I I- =1 I 111=111-1 I=Rini III 11 d11I— III-1I1- "' MONOLITHIC I I, ,I 111 i I I I 1=1 I I I �, GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE W/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS EY DOOR DETA 1 L 6)NTR NTS 3 Y " GONG. St "" w/ WWF OR FIBERME5H RI OVER 6 MIL. VAPOR BARR THICKENED 5LAB RECE55 DETAIL 8"x8" THIGKENED SLAB W/ (1) #5 CON , . THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) �z —dl . �i EXP JOINT v m �NAI SLAB R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° I — III —III - °a =III=III=1 III=III=1I1 ° I I=III—III= I d d =III —I' ° I = _ 1) #5 DOWEL W/ 6" HOOK AT I1=1II- ALL VERT. WALL REINF. ' I III=1 I I=III—I I III= (SEE PLANS FOR LOCATION) -I � III —III —III , I I GLEAN COMPACTED i 1—III-III— ' FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2i�2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. v END OF WALL AND SPACE o 32" O.G. 2" 11. (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 4 PLT. BOT. O ad (2) #55 GONT. W/ --1 „ 3" MIN. CLEAR 8 S UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARAGE 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z< a� BADE ' III=III=III=III= 11-61 millirm, -�-1 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE ' I III —III III=III-1 TWIGE THE DIAMETER OF ' I II I I=III =III —I ' I I III III —III —III I —III PROTECTED PIPE GLEAN COMPACTED 11, ; ,111 i 11 1 I I I —III 11 111= FILL ® q5% —1I_ I MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 �12-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS S GHSE DET�r I L SCALE: NTS p • L .0'©•'• . 0' PL o aa••�:.� © copyright : MULHERN Structural � i VrinY P. 2021 0 Z Jcc: w w �Z o C7 Z � w a J Q •' .n Zm = Q A m J m E. Q Jz > A �o W p -0 4 o y W o cry m �h C N M&K project number: 068-2001 1 project mgr: ,J S B drawn by: D R issue date: `] 0-19-21 REVISIONS: date: initial: 11/02/2021 EMG Q t� O NOTES: u l I. UTILIZE 2-PART EPDXY OR LL OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP FOUNDATION 2. PROVIDE 5/4" PIA. HOLE FOR 1 i j U� DOWEL, BLOW OR BRU5H GLEAN. DETAILS FOR ADDITIONAL w 3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN Z IN5TRUGTION5. HERE (D 0 M FUTURE 8" GMU 0 (L BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EXIST'& LOCATED PER PLAN z IN GROUTED CELL SLAB, EPDXY 8 DRIVE I I Q 1 #5 DOWEL, PROVIDE MIN. 0E--+ 30" LAP 5PLIGE I I I O W V 1z1 ° b. I11=III=III-1I1=1 GRADE ° 11=III=III—III=111 -111—I 1 I=111=1 I a I —I I M I I-1 11- ,� Io U) O _ —I I I-1 I Ml I I III-111-1 I 1- I-1I1=III ° III —III- O O Z LL J J M155ED DOWEL RETR01=1T DETAIL SCALE: NM SIM. ® GMU STEM FOR PRAFPEP &RAPE sheet: SCALE: NTS SCALE: NTS SDw 1 I Ji i&.ai7i iP ab, .iYu� Liu