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FILLED CELLS (SEE PLAN) (V/AMMv= @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F GONG. OR PAVER GARAGE WALL z_ d .. DRIVEWAY BEYOND - - O GRADE III —III —I I I— I—III—III- -1 I I=III=>YI III °° � II —I I IIII—I � I= (SE PLAN) AB o III III I I I I I I QI I I III I I I IIII I I I I./-6ARA6E , I- 16"x8" THICKEN. EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL. SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 50" GROUT CELL 5OL11 x z f� as (3GRADE ry I 1 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. Ill—� I III —III = IIIII i I I (SEE PLANS FOR LOCATION) 11=III=III—III—I - GLEAN GOMPAGTED III =III FILL ®q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GARt6E CURB i1ETAIL SCALE: 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ° � a PER MANUF. ° a. c7 1—III g � III —I I GLEAN COMPACTED` FILL ® 15% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OU75WING I$ 56D POURED 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) mw MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS P00TI NCG 5ECT1 ON N BLOCK PETA I L SCALE: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) cz v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III —III —III_ III—III=I I I=1 a I I I—III=III=1 1= _ ` d . II—III—II1 I- —"'—"' MONOLITHIC 71,IIII 11FI r 111 � 111—'''- GLEAN COMPACTED III— FOUNDATION W (2) #5 FILL ® 15% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DITA I L 6 SCALE: rrr5 Y2"Nxb" LONG PRE55URE SIMPSON TITEN HD TREATED BOTTOM SGRE15 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL ,. . UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR 13OLT5 ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. �INT.BEARING HALL P00TI NG PETA I L ATIO/PORGH/LANAI 5LA13 (SEE PLAN) 8"x8" THIGKENED — SLAB W/ (1) #5 GONT. DMCKENEI7 E7CGE DETAIL ALUE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z d ' 1= - EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) �_Ila a rA, < =—IIIIII==1I a°. I 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 1-11—III—I I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY HIP TH W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR NALL @ PORCH/FATIO/LANAI DETAIL SCALE: NTS y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. XY J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2 11. (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP $ PLT. BOT. O .4 �. ° °pd (2) #5'5 GONT. W/ —� 8" 8" 3" MIN. GLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARA6E STEP DOAN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c< L �o O RARE 111=I I I=117111- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° `III III —I I I —III —III —I � ``.11-III-III-III- III—I PVC CHASE SLEEVE TO BE ' I-i III-11 1 III —I —I TWICE THE DIAMETER OF o � I; III —III--- =—III—_I I PROTECTED PIPE GLEAN COMPACTED FILL @ q5% III' MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 EARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH�SE Z7ET� I L S SCALE: NTS seal No 77824 / / sTxrE OF a 0 % © copyright: MULH�RPtA R Structural Engineering, Inc. aC- z .J LU w w Z c C7 � z w a J ` < .n f— MM C C LUa) m a Q. JZ y m L6 W p .-- N M&K project number: 068-1 902,9 project mgr: ,J S B drawn by: BC issue date: 0 9-1 5-21 REVISIONS: date: initial: sheet: d 0 a 0 J L' W � Ca z 0 O d UJ � Lox � LLI z J J SCALE: NTS SCALE: NTS SDw 1