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y FILLED CELLS (5EE PLAN) i 4: GARAGE TOP VIEW CORNER F —1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY j— BEYOND m l �4` L (5EE PLAN) 16"x8" THICKENED—=1 I I—III=1 I—III=1—I 1=1 1- E06E W/ (2) #5 —III=1 1=111=1 11=1 11=111= GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� (z GRADE o z III_I\3 II1I �_i 8" WIDE GONT. GONG. GURB GARAGE 5LA5 F(5EE PLAN) 111-111— III—III—III ° a° •° I I I I I IiI IT_ITi I I I liI L 111-11 — 111=t+== 1) #5 DOWEL W/ 6" HOOK AT _ 11—° 11=1I11=1 ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) 11—III—III=11_I—I - CLEAN COMPACTED FILL- ® q5% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY I MIN W/ (2) #5 GONT. ON GHAIR5 WHERE 21ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.5HALL BE 1'-4" WIDE W/ (2) #5 13AR5 &LA�t6E CURS DETAIL 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE 5LAB (5EE PLAN) PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) d ° a e PER MANU. ° I_1=1 I I —III— 11=1 I =110 I=d 1=1I I III=1I I —III —III_ '—I_I 1=1 � I I 1=1 I• 11=1 i 1=1 11=1 I I- ' —I y III —III- III I I III —III —III III— ' II-III=III=III=Ill=�''- MONOLITHIC GLEAN COMPACTED =III= I FOUNDATION W/ (2) #5 FILL A q5% 5TANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR OUT5AIN6 $ 56D POURED SILLS DETAIL 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) G d ° e ° III-1 1=1 I 1=1 I —I Cz 6RADF ° ° I1=1II—I1=1I1=1 m ' =1 I I=1 11= d l III •� :° I I —III —III —I 11—' ' —I I m 111 1114 e =1 � 1= III— III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED =III 1 FILL A q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY MI N. W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, F176. 5HALL BE 1'4' WIDE W (2) #5 BAR5 POOTI NG SECTION W/ SLOCK DETA 1 L SCALE: NTS 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOU5E 5LA13 5ET IN SEALANT T (5EE PLAN) PAVERS (5EE PLANS) ° ° • e G ° G ° III-111-111—III= ° � II1=1II—III—III; II' '=1I1=1I1=� 1=1I I ° I I1=1_I1=1I1=1I1- ' III —I III=11 • II—III—III=111- '—I11=111- =1 m III I I —I I M I I_ I-1 I III-1 11- "— MONOLITHIC '- GLEAN COMPACTED /" = 1= FOUNDATION W/ (2) #5 FILL A q5% 5TANDARD 1'-0 " GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 DOOR DETAIL 0EIT%*1 PATI O/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 CONT. &THICKENED EDGE DETAIL CALE: w,,s 8" GMU BLOCK (1) #5 VERT. FROM FTG. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP W OVER 3/4" FURR 5TRIP5 FOUNDATION DOWEL MIN. -PER BUILDER 30" 6ROUT CELL SOLID HOU5E SLAB PORGH/PATIO/LANAI (5EE PLAN) 5LAB OR PAVERS (5EE PLAN) z C ° d ° g ° ° � I-111-111—III-111 _ I—III—III-111—� 11- E.W J01NT -L4_ 73' —11 a III —III —I I m11l11III a° ° IMI1I11111I11 ' ° I = 1) #5 DOWEL W/ 6" HOOK AT III=III= ALL VERT. WALL REINF. III=1 1=1 1=1 I III- (5EE PLANS FOR LOCATION) GLEAN COMPACTED -� I, I I—III—III FILL o q5% 11 1=III- MONOLITHIC FOUNDATION 11 STANDARD DENSITY I�-O W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL OCCURS, DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.514ALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE= NM Y 2" GYP. BD. EA. 51PE OF 2x4'S o 16" O.G. y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE A 32" O.G. 2" (6" MIN. EMBED) ua 5TUD PLATE TIE5 PER } PT BOT. PLAN O 5TUD TOP PLT. BOT. e e , ° p e ! ° ° ° as a (2) #5 5 GONT. W/ 8" all 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. '': GARAGE STEP DOWN DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_ d) (3 RARE ' III=III=III=III= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) z I —Ik PVG GHA5E SLEEVE TO BE TWIGE THE DIAMETER of III I —I I I —I' I = I I 1 I �I I IoTEGTED PIPE GLEAN GOMPAGTED 111—III I- --1 FILL A q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 CHASE DETA I L 8 SCALE= NTs se*0V 10 7 v V No 7ft �� R•, .,F s r•. +s � © copyrigfit • , LHERN & KULP St,ct,rat Engineering, Inc. CD z JLU w w Z o C7 M Z w N < Q Z= L) 4 C WQ5 E Z Q� 2 W y Y m W CO N OC r) M IV M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-09-20 REVISIONS: date: initial: sheet: q CIO C d Q a 0 J LL J (n W z Q 0 a � N U1 � 0 a U z m� d �Y z J _t SCALE: WM SDm 1