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U r; FILLED GELL5 (SEE PLAN) vtxrcnvF_ TOP 'VIEW ®CORNER F - GONG. OR PAVER 6ARAH WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAN) a. d 4 4 ° d ° — — — d 16"x8" THICKEN EDGE W/ (2) #5 GONT. 8" GMU BLOGK THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL 50LID � $7:fll � o GRADE 'III —III —III —I 1I— d� .44. a° I I —III —I I —III —I 111- ' 1-11 I— d . I I 1=1_11=�1) #5 DOWEL W/ 6" HOOK AT —_ _=III —_I I ALL VERT. WALL REINF, ICI I III —III —III I —I I i (SEE PLANS FOR LOCATION) GLEAN GOMPACTED III FILL ® 95)* WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER %" FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ N HOUSE SLAB FOUNDATION DOWEL � LU 6ARA6E SLAB MTL. THRESHOLD (SEE PLAN) MIN. 30" GROUT GELL } (SEE PLAN) SET IN SEALANT SOLID PAVERS (SEE PLANS) d d . Q o GRADE ' -1 I I=1 I I- � I=1 I I III—III—III=1 11— ' —III=1 I I- t� � I —III III—III—III=1 I I_— ' - o III —I III=1I ` I I —III —I I1=1I I- III —I III —I I a a . I1=1I1=1I1=1I I- I —I � I- I I I =— I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) II I I I I I —I I —III I I I I _ MONOLITHIC GLEAN COMPACTE D GLEAN COMPACTED —1 I=Ili FOUNDATION W/ (2) #5 FILL ® q5% WI TH MONOLITHIC FOUNDATION FILL ® q5% STANDARD GONT. ON GHAIR5 NI PTH STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: I'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS GAE CURB DlTA I L SCALEL 6 ET100IDETA11�NRY NTS 8" GMU BLOCK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) —� 4 a a Id c d PER MANUF.. d. tY I —III e8 g I � I- -� III —II I=1 R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) d I I I III III _ � v 11=1 I— I I I —III— m w III I I III —III —III III— ' MONOLITHIC GLEAN GOMPAGTED III =III= I I FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OU75WING I$ 56D POURED 5ILL5 DETAIL LEEAO/f'ORGH/LANAI SLAB PLAN) dam. • a i i ice""Ti"'i i imiT=iT�- 8"x8" THICKENED — SLAB W/ (1) #5 GONT. EDGE DETA I L(D�THICKENEV : NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT GELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) <t z 1=III—III—III—III- T EXP JOINT —III I I —I l I-11 1 I= II I e 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —I 1=1—I 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED -1 �„ I I I I I I I I I I I � I I I I, , .I I FILL ® g59S MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. N 2" W' MIN. EMBED) LU -�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 8 PLT. BOT. d ,a — vd n • d (2) #55 GONT. W/ -1 „ it 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT GELL 50LID Z_ X �i O- BADE ,tri I 1=1 11=1 I I=1 11- n�nri R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) z PVC GHA5E SLEEVE TO BE IIII—III d. III —I I1=1 THIGE THE DIAMETER OF O I �� III=III ==_ =—III=_I I �OTEGTED PIPE GLEAN COMPACTED I I I I I I i I I I —III —III- FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH,S DETA I L 8 SCALE: NTS v d F 824 *�ac 7.r UJ E OF s Sv 1 O N © copyright : MULHERN & KUL n,B 05 202 Structural Engine O9 nc. �+ aC �7 z Jcc: w W z C� Z o C" w M L z= Q v U x CA UJ� C Cn j Q JZ Q 1 W Mo Y CP to p o� COP) W Uh C CN N 42 cc M o. DIV M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: `] 0-2 2-2 1 F initial: 1 EMG sheet: a 0 0 J L` W Ca cn O z a co Z J 0 0_4 N Q Q L0 x ~ z J J f) SCALE: NTS SDml