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I6"x8" THICKEN'. EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 0 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OL11 z_Qc L 6RADE 8" WIDE GONT. GONG. CURB N LU 6ARA6E 5LAB > (5EE PLAN) d d III —III ° III —III —III. III—_ —_III—_ d ° I —III —III —III III I=II— E. d III-iii -(I) #5 DOWEL W/ 6" HOOK AT _ I I 1=1I1-1 ALL VERT. WALL REINF. III=� I III —III= 1111 , I (5EE PLAN5 FOR LOCATION) 11=III=III—III=1 - GLEAN COMPACTED III —III= I 1 i FILL o q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: V-4"WIDE "W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 GARAGE CURB DETA I L � SCALE: NrS 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRESHOLD --� 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) —� PER MANUF. tY I=I I II e III_ -� III —II I —I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) I=1 m III I I ° I —I 11=I 117 w II II�III�� II 11 I �Il�li; � II 1 I—III_II�_III 11�_ =1 I 1=111—III=1 1-1 MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT51611 NG 4 56D POURED 5I LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP rt/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) I71 _ 6RA_DE _ 11=1 11=1 I I —III —III. III —III I III I I—III-1 1-1 1 '' I=11 <. 1—I I I —I 1=1 117 7. I I I=1 I I —I 1= =1 I I- III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' ICI I I 11=1 I MI I I I =1 I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I I I MI I I I i FILL o 15% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=OOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOU5E 5LA6 5ET IN SEALANT (SEE PLAN) PAVER5 (5EE PLANS) I Al .� < ° .d d ° III —III —III —III —_ — - _ . �Q I I I —I I I —III —I I I- I —III—III- cx I —III e I I I —III —III —I 1— I- '—II- 'I- ' I I' I I I 'III 'III III' l i MONOLITHIC GLEAN COMPACTED "111 _11 = 11,11 FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 TRYDOORDETAILDmE ALE: Nrs PAT I O/PORGH/LANA 15LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. &THICKENED EDGE DETAIL SCALE: Nrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) `r EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) ° a 01EE11 I I 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I I 11= (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL. SCALE: WS Y2" GYP. BD. EA. SIDE OF 2x4'5 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) UJ STUD PLATE TIE5 PER } PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. 4. O „d (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARA6E STEP DOWN DETAIL SCALE: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z� L dJ O BADE ' III=III=III=III= z PVG GHA5E 5LEEVE TO BE 'Ii III=III °. = III=III1 TWICE THE DIAMETER OF I I PROTECTED PIPE I I III I I —I 11=1 I I I =1 I i- GLEAN COMPACTED I I. ;,III 1 j1 I II II I I111 1I 15. ' FILL A q5% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W1(2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GHA5E DETAIL S SCALE: NM a . II —I 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) seal- ��`• ✓ ` `24 N 7 TA E OF a'! 202 © copyright : MULHf. A 6 1 Structural Engineering, Inc. 0CD Z _J W W Z_ N g CD Z � w aa<- °' a Z 8 c r —Li pC W F_ W c .J INC °° E JZ Q 1 �o W CP O m y W N g CC a 'IF F19F 3v] M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 4-21 REVISIONS: date: initial: J d H W 0 z 0 d 0 z 0 uL sheet: 4 O J LL w Q � O Z a U) Q 0 U d � Y Q z O J SCALE: NM SDw 1