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FILLED GELL5 (5EE PLAN) 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL 4" GARAGE - OVER 3/4" FURR 5TRIP5 -PER BUILDER (I) #5 VERT. FROM FT6. TO N TOP V I E VS BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) @GORNER 30" GROUT GELL 50LID GONG. OR PAVER I GARAGE WALL < 9 DRIVEWAY r BEYOND p 6RADE III=III=III=III=1 m .,d . II —III —III —II Ill. -III—III- rl 6ARA6E SLAB - -11 I —I 1-3 1I I I�,4" (5EE PLAN) o III_ vI 111L '—I II m III a. III 1I- i / a 111Tl 1L � �_� I 16"x8" THICKEN. EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL W&M WS 8" GMU BLOCK DQ 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL GARAGE 5LAB MIN.r-InI130" GROUT GELL I } F(5EE PLAN) Z Q . e d � _ III —III —III az� o 6RAVE11_ 1=III a III=11=1 I I= 11—I III —I I ` I—III=111-1 I Q '; I I111I m I I I II III —III —III_ —III—III- (1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLAN5 FOR LOCATION) GLEAN GOMPAGTED—,' III 1 =1 11= ' ' ' FILL A q5% WI TH MONOLITHIG FOUNDATION 5TANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE w/ (2) #5 BAR5 I-5TORY: 1'-0" HIDE N/ (2) #5 BAR5 GARAGE CURB DETA I L 6" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRE5HOLD ----\ 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) —� V m GLEAN GOMPAGTED-j FILL ® q5% STANDARD DEN5ITY AND TERMITE TREATED 2-STORY: I'-4" WIDE W (2) #5 BAR5 1-5TORY: I'-0" WIDE IN (2) #5 BAR5 EXTERIOR OUT5A I N6 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I tR LU MONOLITHIC FOUNDATION IN (2) #5 GONT. ON GHAIR5 ' I_=1 I I— �• . I I Ili=(1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I II III=111=111 —� I I (5EE PLANS FOR LOCATION) I I iI I I I I I —II GLEAN GOMPAGTED ,, I I I I =1 11.-11 FILL 0 q5* HI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4f WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 FOOTING SECTION N BLOCK DETAIL WAa. RM 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRE5HOLD 5ET IN SEALANT PAVERS (5EE PLANS) J v m GLEAN GOMPAGTEDJ FILL ® q5% 5TANDARD DEN5I1Y AND TERMITE TREATED d d a .. a. d III-1 a .. �. ' III—III—_� 111—I 11= a < ° I —III III—III=1 —III- ` d Ed III,,I,III I I —I 1 I I fa- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) MONOLITHIG FOUNDATION H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TOR"(: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETA I L PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THIGKENED — 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WALe: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) �t z `t EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) ' I I=1Ti�Ff'--(1) #5 DOWEL W/ 6" HOOK AT I11=III- ALL VERT. WALL REINF. 111=III=111=1 I �MONOLITHIG (5EE PLANS FOR LOCATION) GLEAN COMPACTED =,iI I I I,,I I1-1I I— FOUNDATION FILL ® q5% HI ' STANDARD DEN5ITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE W (2) #5 BAR5 I -STORY: 1'-0" HIDE H/ (2) #5 BAR5 -:;)EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL s &I. MS Y" GYP. BD. EA. 51DE OF 2x4'5 A 16" O.G. Y2" J-BOLT5 6" FROM EA. v END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) W—W, .?_ STUD PLATE TIE5 PER > PT BOT. PLAN 0 5TUD TOP d PLT. BOT. d (2) #5'5 GONT. H/--1 ll 3" MIN. GLEAR 8 8 UPLIFT GONNEGTORS EUGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WAW: NM 8" GMU (1) #5 VERT. FROM FT6. TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID cZ �cc L L dJ O RADE I I I=I I I=I I I=I I I= O GLEAN GOMPAGTED FILL ® q5% STANDARD DEN5ITY CHASE DETAIL S 5cat.e: � R4.1 FI-FOIL OR EQUAL OVER 9/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) e a � "III-111—III—� 11-111-1 I 1-111 . I1-1I1-111 1I1- PVC GHA5E 5LEEVE TO BE TWIGE THE DIAMETER OF PROTEGTED PIPE �— MONOLITHIG FOUNDATION ll TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE W (2) #5 BAR5 1-5TORY: 1'-0" HIDE W/ (2) #5 BAR5 seal: No 77824 STATE OF ,° W MULHE1iNi�l�� © Copyright : Structural Engineering, Inc. CD z m W W Z N g CD Z w 0- J ZQ� H V • �Q C as =a Q. � ^ mi Z W IO Y � ca W m _ g N am� M a IV 19 M&K project number: 068.2001 1 project mgr: .JSB drawn by: BC issue date: 05-1 1-2 1 REVISIONS: date: initial: t� o J LL F-o J W � z a 0 a z � W 0 2 z U 0 Z Q- 0p z LL C� J J sheet: WALM NTS SDm I