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..reraaaaae�;., I FILLED DELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI—FOIL OR EQUAL 4:� GARAGE OVER %" FURR STRIPS -PER BUILDER TOP Y I II (I) VERT. w1 FROM TO BOND BEAM. LAP HOUSE SLAB CORNER 30'U NDAT6ROU10 � DOWELLN MIN. (SEE PLAN) LID X `d GONG. OR PAVER 6ARA6E WALL z DRIVEWAY BEYOND CS3 0 GRADE I I —III —III —III I I I- =111=111= �2 I III I I —I 11=1 I I —I I I- m 6ARA6E SLAB = -III—I I v 111—III . 5111-1 I I —III- 4: (5EE PLAN) O —III-_ I I I I I —III —III- L. ' I=III— III 1) #5 DOWEL W/ 6" HOOK AT — ° _—III—_I I ALL VERT. WALL REINF. 6. ° ` II I I—III=III I =III (SEE PLANS FOR LOCATION) — — — II-111 III-111—III= 1-1 11-1 I' GLEAN COMPACTED =1 I I=III—III III=111-111=III—� I' FILL ®95 MONOLITHIC FOUNDATION 16"x8" THICKENED--,"-11171 11=1 I MI I-1 I 1-1 I 1=1 I I, STANDARD DENSITY WITH W/ (2) #5 GONT. ON CHAIRS EDGE w/ (2) #5 4II=1 11=1 I M 11=1 11=1 11= GONT. I I.;, III, � � � I 1=III=1 11=1 11=1 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS THICKENED EDGE @ GARAGE DOOR DETAIL 2(:>:�TING5EGT10NW/BLOCKDETAILSCALE. %Z ra 8"AY THICKENED - SLAB W/ (1) #5 GONT. PATIO/PORGH/LANAI SLAB (SEE PLAN) 3 TH I GKENED EDGE DETA I L SCALE: NT5 Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. V" J-BOLTS 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU � z —Q, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d ° (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL 8" GMU BLOCK (U #5 VERT. FROM FT6. TO (1) R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK- R4.1 FI-FOIL OR EQUAL 3/4" GONG. CURB BEYOND BE 3/4" FURR STRIPS BOND BEAM. LAP w/ R STRIPS OVER FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. Ix PERBUILDER -PER (I) #5 VERT. FROM FT6. TO TO BOND BEAM. LAP w/I'l FOUNDATION DOWEL MTL. THRESHOLD HOUSE SLAB 30" GROUT CELL 50LID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB MIN. 30 GROUT CELL 6ARA6E SLAB (SEE PLAN) SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI (SEE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) SOLID ? SLAB OR PAVERS 30" GROUT CELL SOLID PAVERS (SEE PLAN) z X (SEE PLANS) a 41Ei -`———=I=I a< - II=III=III I III=1 I-1 I I=III I I' ° a a a �=III=1 I I=III 11= � o BADE I I=1 11=1 I I-1 I FGRADE I I=III I I I- 111—III- I —III rl-= — - — 9 I I M 11=1 I I —=I as 1 — _ a bd ° i ,, '-`'= 1—I I I-°ExP °III=1 I I _ Jolr�rQ ° I I 11= i —III-1 I I 11- (=I— I=III= III = I) #5 DOWEL W/ 6" HOOK AT I II III I I d. —III- I I —I I I-1 11- °=1 E 1) #5 DOWEL W/ 6" HOOK AT ' I- III —III —I III—III-1 PVG CHASE SLEEVE TO BE II—� II=II—I' ALL VERT. WALL REINF. III —I I' 11I=1I II I I I I I — —_ III —I 11=1 I I I I —I' III-11= = _ III —III- ALL VERT. WALL REINF. O I I=III—III ' I =- ° _—III—_I =1 I TWICE THE DIAMETER OF PROTECTED PIPE 1=III—III—III—I 1-1'- (SEE PLANS FOR LOCATION) I I—III—III—III—III=1'' MONOLITHIC I III —III —III I I (SEE PLANS FOR LOCATION) -' I III I I=III III —I 11=1 I I III —III —III- I I GLEAN COMPACTED FILL ®q5% _ GLEAN COMPACTED =III= FOUNDATION W/ (2) #5 CONT. ON CHAIRS GLEAN COMPACTED FILL ®q5� -� I=1 I I III- MONOLITHIC FOUNDATION GLEAN COMPACTED FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS FILL @ q5% STANDARD DENSITY AND TERMITE WI TH STANDARD DENSITY WI TH W/ (2) #5 GONT. ON STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS CHAIRS 2-5TORY: 1'-4" WIDE TREATED ��2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE 1-5TORY: I'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS 5 G R GE CURB DETAIL SCALE. NT5 6 ENTRY DOOR D T,�IL SCALE: NTS .� EXTERIOR SCALE: NT5 WALL @1 POR0H/1"AT1O/LANAI DETAIL S GH�5E DETA L SCALE: NT5 %��iti° se�� o ; m O� © copyright : MULHHERN & KULP structural Engineering, Inc. azz J� w w cli C=) 'z^ z w a J Q � Z= Q w F- _ cn a .a�ia�r Q Q Z W p Y o o cc� m CO) W �h N C. C co n M&K project number: 068-1 9029 project mgr: J S B drawn by: BC issue date: REVISIONS: date: initial: 02 22 22 Dip, vl 0 8" GMU BLOCK ' i BEYOND R4.1 FI-FOIL OR EQUAL ~ ►--d U. EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD �--+ LJ�I �t SET IN SEALANT HOUSE SLAB Y2°(Px6" LONG i * W i Q Z (SEE PLAN) PRESSURE 51MP50N TITEN HD PORGH/PATIO/LANAI TREATED BOTTOM 5GREW5 o 4'-0" O.G. O 5LAB OR PAVERS AND 12" MAX FROM (SEE PLANS) PLATE END OF WALL PER MANUF. `° _I 1=1 I 11=1 11= a w• a s _ O III-1I1= I=1II a III=III=III=III- I=1II—III=III=III=1II-1II—III-III III —I III II II —III —III —III ''—III—III_III—III—I — — - I = _ J III- `' I —I III —III —III- _ I —III —III —III III—III=1 I I=1 I I III —III —I I I I I III I d I I=1 11=1 I LU I I —I I — III=1 11= m w I I, , ,III —III III —III —III —III III —I III I I III_III—III III— Q 1—III—III-1=1 MONOLITHIC I1 -4:: GLEAN COMPACTED = I �= I I' FOUNDATION W/ (2) #5 FILL 0 q5% 5TANDAR0 WI TH GONT. ON CHAIRS W DENSITY AND TERMITE TREATED Z 2-5TORY: 1'-4" WIDE O 0 w/ (2) #5BARS UPLIFT CONNECTORS 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND j 7 Ld 1-STORY.. I 0 WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A LJ_ 4 W/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. sheet: EXTERIOR OUT5W I NG 4 56D POURED SILL$ DETAIL I NT. 1 EARI NG WALL 1OOT I NG DETAIL I L SCALE: NM10 SCALE: NT5