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_7 FILLED CELLS (SEE PLAN) @ GORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID F k - GONG. OR PAVER I DRIVEWAY r 6ARA6E WALL BEYOND z I m l 411 �(CARA6EE PLAN) AB I6"x8" THIGKENI E06E W/ (2) #5 GONT. 8" GMU BLOCK d 1 I I —I I I —I THICKENED EDGE @ GARACGE DOOR DETAIL d .. d. 0 6RADE _ I- m MI I I —I 1I:- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) IIIti=��1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. ' I I I I III —III —III I —I I ► (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I;, I I I I I I I I I —II I 1 FILL ®95% I 11- ' —11I.-1 MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ,, FOOTING SECTION W/ BLOCK DETAIL SCALE: WS SCALE: WS 8" WIDE GONT. 8" GMU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ FOUNDATION DOWEL LU 6ARA6E 5LA13 MTL. THRESHOLD --� MIN. 30" GROUT CELL (SEE PLAN) SET IN SEALANT 50LID PAVERS (SEE PLANS) Q e cZ GRADE II-0 11-1 I I —_I I I I —_I 11 arl I IE 1 I I 1-111 -1 111—i l ` d° e °1 II I I -I m I-1 m =1I— 111y1) #5 DOWEL W/ 6" HOOK AT _ II— 1=III—I ALL VERT. WALL REINF. III=1 I I=III — III1 I (5EE PLANS FOR LOCATION) I �=III—III—III=1 - GLEAN GOMPAGTED FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS G�R�rGE CURB DET,�IL SCALE: Nr5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF. —11MI1 I 1=111= �' d s I I III —III —III— 1=—► I —I I I —I 11=1 I I- ' —III —II —III —III —I I I- -I 11= `' I=1 I e 1=1 I I=1 I I- _ m III I I d 1=1 I I —I 11= m y —III � I I I I —III —III I I I I—MONOLITHIC GLEAN COMPACTED " III —1 1= I I' FOUNDATION W/ (2) #5 GONT ON CHAIRS FILL ® 95% STANDARD WI TH DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG 4 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) I- • III-III=III=1 ' I MI I MI I I —I I I —I I I - I I --I I IIIIII-1I11=1II- e d a e I1=1II-1I1- 1111�� "'—"'—" "— MONOLITHIC 1, II I II i flff` 111"11 I I_"T GLEAN COMPACTED 11 I— FOUNDATION W/ (2) #5 FILL ® 95% 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 DENTRY DOOR DET�rIL SCALE: Hr5 ATIO/PORGH/LANAI SLAB (SEE PLAN) i—iii—Ti—iii—iil 8"x8" THICKENED - SLAB W/ (1) #5 GONT CKENED EDGE DETAIL DZIZI : 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) ;;TV I I_e1 � i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PW 11= 1) #5 DOWEL W/ 6" HOOK AT I11=111- ALL VERT. WALL REINF. ' I I I I—III—III-1 I 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED =1 1111 I I III I I I I I I I,, I FILL A 615% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS )'2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP r£ I T. BOT. a d e (2) #55 CONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 67ARA6E STEP DOWN DETAIL SCALE: WIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX x dJ BADE I II --I 11-117111- z ' PVC CHASE SLEEVE TO BE ' I-� III —III a . III—III=1 TWIGE THE DIAMETER OF O (I� III=1 I I—= =—I 11=_I I PROTECTED PIPE GLEAN COMPACTED FILL ® 415%—11I.-1 MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'4' WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS Vr rs Ad • e111�1-. e° II III- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: �.��. F ' Cr *� �. :w of : to z -o • g �'• �.r' •:° � 0 © copyright : MULQE VL� Structural ring, Inc. 0 CD Z JLU w w Z CD o rn z Z w C<1_ J i � Q Z= F— U c � A � 0- tm UJI— cn i2 a) •5 � : °O E J� Q. N� W Y CP e Co LU m C N cc ch o. IV 41 M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09.20-2 1 REVISIONS: date: initial: 1/22/2021 DJR sheet: J W o 00 U. wM W 4J� J I.La < U = O Cf) Z J J SCALE: WS SDm 1