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FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTC. TO " TOP Y I EW BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) @CORNER 30" GROUT CELL 50LID F GARAGE WALL ° GONG. OR PAVER DRIVEWAY BEYOND - - ° III=III=111=III=1 o GRADE ° I I—III—III=III=111. =1 I I=1 11= i:i I III 11 III-11 AII GARAGE SLAB - =1 I I —III d I I I —III ° I —I 11—I I I —I 11= m (5EE PLAN) C)' —I I I— `' I I I 11=111=1II- 4 l°° I=III= Ii =III— III--- I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) _ GLEAN COMPACTED I-1 I I III-111—I 11= -11 I-111=III=111—III—III-111=� I' FILL ® q5% WI TH MONOLITHIC FOUNDATION 16"x8" THIGKENE -1—III—III=III—III— I I —III, STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 EDGE w (2) #5 —I I—III—III=1 I I=1 I I=1 1= GONT. I _,I11„� =I I I=1 11=1 11=1 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS THICKENED EDGE G�rR�rGE DOOR DET�r I L FOOTI NG 5EGT1 ON W/ BLOCK DET I L VALE: NTS 8" GMU BLOCK So' NTS 8" WIDE GONT. 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W N HOUSE SLAB FOUNDATION DOWEL fT —y GARAGE SLAB MTL. THRESHOLD (5EE PLAN) MIN. 30" GROUT CELL Q (5EE PLAN) SET IN SEALANT SOLID > PAVERS (5EE PLANS) < d c .L d III—II°I—III—III_ ° ° III —III III O GRADE II=III—III— III — I I' —III A III—III—II1-11I—_I1 I F1 I H I 1=_I 11—' =1 11=1 11= 1=1 ° III —I 1=1 11=I 1—' ' C) z —III-`' 1=1 11=1 111-1 I F1 I I —III I I- ;III —I III —I I° I I—III=1 I I —I ° °III —III —III I-1 I-1 I I_ 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� 1 III —III== 111 I' (5EE PLANS FOR LOCATION) I �=1 I I-111—III=I - GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC, FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS ZZ 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G�R�GE CURB DET� I L SGAL.E: NTS 8" GMU BLOGK---_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) ---\ a PER MANUF. � 111111111 • R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 4 4 4III=1 1-I m III I=1—III- Lu w Iry III I I III —III —III III— ' =1 I 1=III-111=1 1-1 1 MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 I$ 56D POURED 51LL5 DETAIL III I I III —III —III _III— ' —III—III—III—)11-1''- MONOLITHIC, GLEAN COMPACTED " 1 I I=I I = I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SGAL.E: NTS Y2" (Pxb" LONG PRESSURE SIMPSON TITEN HD TREATED BOTTOM SCREWS ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 1=1 11=1 11=1 I I-- d '—III—III—I 11=1 I I I I I=1 I I —III —III III —III —I 11=1 I I—' ' '—III—III—I 11=1 I —III —I I_I=1 I I —I 11=1 11=1 11—" '�—I 11-1 I I —III III —I 11=1 I I —III I I I-1 I I- ' UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. NT. BEARING HALL FOOTING DETAIL PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALF: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) <t f I EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) d d I —I I I— ° I-111-111 °d —III—I ° III-111—I 11 ° II=III—III= 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) _� I III —III —III , I I GLEAN GOMPAGTED ' 1j-1 I - (- FILL ® q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR MLL @ PORCH/FATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x45 ® 16" O.G. Y2" J-BOLT5 6" FROM EA END OF WALL AND SPACE ® 32" O.G. 2" W' MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP d PLT. BOT. ° d ° O °d d < • ° ° d (2) #5'5 GONT. W/ all ai: 3" MIN. GLEAR UPLIFT GONNEGTOR5 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 SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA&E STEP DOWN DETAIL SCALE: NTS 8" GMU • ►i�l�� FROM FT6. TO ;� ►� : • r BEAM. FOUNDATION DONEL MIN. 30" GROUT GELL SOLID �� ►� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1- III —III— O II III —III—_-_—= ' ' I I III I I I I — PVG CHASE SLEEVE TO BE III-111-1 TWICE THE DIAMETER OF III —II I —III PROTECTED PIPE 1- III —III —III I I GLEAN COMPACTED FILL ® q5% 1111� I I I i MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS GHSE DETA I L SGAL.E: NT5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR-5 seal:.' ft r' J 7 R V � � SO'• rE 0 /��/11111111, �� Cd copyright : MUtP1ERNZ K002°9 Structural Engineering, Inc. CD Z JFr w w Z_ c c� C" Z w a J a.. Q 0 .a Z= t— U � Q C � tr LU O° E Q Z z Jop W y cc y m In W C N W ch o.. M&K project number: 068-200 1 1 project mgr: .J S B drawn by, B C issue date: 0 9- `[ 4-2,1 REVISIONS: date: initial: sheet: d O 0 LL J u� W Q (D Z O W J O Q z •- d > .—. Z J J SCALE: NTS SCALE: NM SDw 1