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FILLED CELLS (5EE PLAN) 4" GARAGE TOP VIEW 8" CMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB FOUNDATION DOWEL MIN. - (5EE PLAN) �GORNER 30" 6ROUT GELL 50LID GONG, OR PAVER GARAGE WALL d - DRIVEWAY �— BEYOND _ _ a3 o GRADE m e� 111 I I—III—I11—I 111-11 M I 1=1 I1=1 I I. =1 11=1 11= cx I _III :' 11-1 /-6ARA6E 5LAB (5EE PLAN) - 11 MI I -1 -1 I I- -1 1-I I m I I III a ° • 1=1 I I III—III—III- III —I I I —I 11- -I 1I- r d ° e A, d i—TTT— I6"x8" THICKEN E06E H/ (2) #5 GONT. THICKENED EDGE ® GARA &E DOOR DETAIL 1) #5 DOWEL w/ 6" HOOK AT VERT. HALL REINF. ' I l I I i 1=III=III —III (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE H/ (2) #5 BARS 1-5TORY: 1'-0" HIDE W/ (2) #5 BARS FOOT I NC7 5ECTI ON N BLOCK DETAIL SCALE: MS - U SCALE: MS 8" GMU BLOCK 8" HIDE GONT. 8" CHU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ FOUNDATION DOHEL GARAGE 5LAB MTL. THRESHOLD —� MIN. 30" GROUT GELL (5EE PLAN) SET IN SEALANT SOLIDLo > PAVERS (5EE PLANS) z Q 0 6RADE d III —III —III —III III —III —III —III —I l i I I I —I 11=1 I I —III—' ' '=111' 1711F:0� '=1 I IM 11= tY 1=1 I I O '—III—� z '—I I I- III —I I I= ` d° ° ° I I —III —III d I I:" --I I—� III II #5 DOWEL H/ 6" HOOK AT _ I I _ v—III—I ALL VERT. HALL REINF. 111=� 1111—III— — 1111 , I I' (5EE PLANS FOR LOCATION) - GLEAN GOMPAGTED FILL o g5% jell TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIR-5 2-STORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE H/ (2) #5 BARS 5 GArRA�GE CURB DET1� I L SCALE: M5 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) d ° ° PER MANUF. —I I1=1 I I I=1 I I I —I I I —I I I— —III—III= of I —III III —I I I-111—I I- -I I I —I III —I I° I-111—III M. I i —I I I- I —I I I I I=III—III- _ 1=I m III I I I=1 I I —III- LU I 1=1 I — III —I 11= m l I I I I —I i I —III —III I I I�_ I —III —III —III —I I —I'' MONOLITHIG GLEAN COMPACTED III =I I �-11 FOUNDATION H/ (2) #5 FILL o q5% 5TANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-51ORY: 1'-4" HIDE H/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR OUT51NING s 56D POURED 5ILL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° e d (Mmil I I III1I=I I I= -Ii —MONOLITHIC, Ii �l 1 1—I111 I I GLEAN GOMPAGTED I I I— FOUNDATION H/ (2) #5 FILL o g5% STANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE VJ/ (2) #5 BARS ENTRY DOOR DETAr I L PRE55URE TREATED BOTTOM PLATE Y2" )xb" LONG 51MP50N TITEN HD 5GREH5 0 4'-0" O.G. AND 12" MAX FROM END OF HALL i H e ed ° 1-1 11 U . 1'-41I UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. NT. BEArRI NG WALL rOOTI NG DETAIL, PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"AY THICKENED — SLAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOHEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) �i EXP JOINT v m ° d d e° ° I—III- d ed —i I I —III: 111—III—I ° i 1=III=111- ` a =1II=1 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 1) #5 DOHEL H/ 6" HOOK AT III-11I ALL VERT. HALL REINF. ' I III=III=III=1 I III- (SEE PLANS FOR LOCATION) GLEAN COMPACTED '—'If I I I —III —III , .I I III -III— FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY HI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S A 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) —QW, Y_ STUD PLATE TIES PER :_ PT BOT. PLAN o STUD TOP 4 PLT. BOT. O d d • • °d (2) #5'5 CONT. IAV 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIE5, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARA &E 5TEP DOWN DETAIL SCALE: M5 8" CMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOHEL MIN. 30" 6ROUT GELL SOLID z_Q S � O RADE I I I=I I I=I I I=I I I= z ' 1 1 I 1=1 — — PVC CHASE SLEEVE TO BE f ' I� III —III I I 1=1 I 1=1 Tw1GE THE DIAMETER of 1=111—III---- —I1I—I 4 ' I I III I I-1 11=1 I I —I =1 I i-OTEGTED PIPE GLEAN COMPACTED I — . ,Jill , I I I —III 111 I I —IIL-11 FILL o g5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE H/ (2) #5 BARS DETA�IL)AVS e ° ° °°XII'.,IIII III= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) seal: ��` �s G. F • 0 8 410 • ; 9 . �AT OF • 4 " ice,, �•••• P• \ z `� .<41 O• o 1*111�r j copyright l4km U 5 202 C Structural Engineering, Inc. CD Z J� W w I Z_ CL) Z < w a J a 0 f� Z� � 8 a v� a Q � � y e W N M&K project number: 068-2001 1 project mgr: .J S B drawn by: DR issue date: 10-1 9-21 REVISIONS: date: initial: 11/02/2021 EMG sheet: Q O J J LL W U p z OIL Q J J d � a w °� F, Y Z W °J SDm 1 SCALE: MS SCALE: M5