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FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY I6"x8" THIGKENi EDGE W/ (2) #5 GONT. 8" GMU BLOCK LVAM/Av17- F -1 6ARA6E WALL BEYOND THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NTS 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z X a� O GRADE III —III= III-- -' n, I 1=1i�1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III I III=III = III i I' (SEE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED " III=III FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &!4t.GE GURUnETAIL NTS 8" GMU BLOCK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ d PER MANUF. 4. 1I- -� III —II II —I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I=1 m III d 11=1 I I —I 111 m W W III I I III —III —III III— ' I �-III=111-111-III-� '- MONOLITHIC, GLEAN COMPACTED III =III= I I FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5NING 4 56D POURED 51LL5 DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z X� (o O GRADE =III —III— c� IIIIIIII�II 0 =11I rn I d d . a III —_III= II—III—� I —III —I 1I- III —III —I I=1 I I- III I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III=III=III =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I, ; ,III 1 I I I I I —III !� I 11= —1 I FILL * G5% wl TH MONOLITHIC FOUNDATION STANDARD DENSITY IN (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS F00TING SECTION JN/ 5LOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 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) III —III —III- _ _ d III —III —III —I —III=III->Y-11 F.9 III —III I- III —I I a I I—III=III—I 1- °III—III=1 � I- I=1 m III I I4 —I I I —I 11= I 1=11— III-1 11= I=11 I=III=III=III—� '- MONOLITHIC GLEAN COMPACTED III =III= FOUNDATION W/ (2) #5 FILL ® 515% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NTS 3 y " GONG. 51 " w/ WWF OR FIBERME5H RI OVER (b MIL. VAPOR BARR THICKENED 5LAB RECE55 DETAIL LEEAO/PORCH/LANAI SLAB PLAN) 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. 3 TH I �ENEII EDGE DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � z I 'ti EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) d < d ° � ' I —III —III —III a a I —III —III —III —II a° —III—III=III—I I III —I 11=1 11= I ' =1 I 1=1 1) #5 DOWEL W/ 6" HOOK AT _ _ III -III- ALL VERT. WALL REINF. III-1-111-I I 11= (SEE PLANS FOR LOCATION) GLEAN COMPACTED III-111= FILL ®45% MONOLITHIC FOUNDATION STANDARD DENSITY 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 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE FUTURE 5" GMU BLOCK DRILL 6" INTO EXI5T6 I SLAB, EPDXY � DRIVE #5 DOWEL, PROVIDE MIN. - 50" LAP SPLICE I I O N I I z — I a d d d ^ I d d �1J Q GRADE u o =1 I I1 1 11 1 11 I I a 1=1 _ —IIIIII—III d d III III —III —III ° � a II � III- #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL a Y" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE @ 32" O.G. 2" (6" MIN. EMBED) LU -�, STUD PLATE TIES PER } d PT BOT. PLAN ® STUD TOP 4 PLT. BOT. < d 14 d d A d.. (2) #55 GONT. W/ -/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR 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. GARAGE 5TEP DOWN DETAIL SCALE: NM 8" GMU BLOCK • • 01 O IFA Is, ►�K4 R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) � � �-111—III III—III-1 PVC, GHAS� SLEEVE TO BE TWIGE THE DIAMETER OF -' � I I III 111 III —III —III I =III PROTECTED PIPS GLEAN COMPACTED ,; FILL ® 95% 11111111 MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 GH�5E DETAIL SCALE: NT5 1-1 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS seal: Gr„ 77 4 o� •• • `m S AT OF 4 OR No ` z ZOZI §644401A neering, Inc. oCD z JLU w w z c Z w 0- Z Q � U c�a O. C"E E- =o a� m E Q F- J- > 1 a CD o Z W o CP Y to o c`o m` Liz CA LY C N � M a M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 2-16-2 `] REVISIONS: date: initial Q J a u Lj � Q U 0 W 0 z Z o. UJ � OUJ � co J d Q � � d O � OY J J sheet: SCALE: NM SCALE: NM M 155ED DOWEL RETRC IT DETAIL SCALE: NTS SIM. @ GMU STEM FOR DROPPED &RADE SDm 1