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FILLED CELLS.......... (SEE PLAN):::>::::: 4" GARAGE TOP VIEW ®CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE SLAB [—(SEE PLAN) ' J6. d .. �- 16"x8" THICKENI EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W N FOUNDATION DOWEL UJI—Q, 6ARA6E SLAB MIN. 30" &ROUT CELL > (SEE PLAN) SOLID z d. �� d ..a e—III=1 I I-1 I I-1111 o &RADE III —III —III —III III=III= I=I I II III —I I I-1 I I —I 11- ' ' Q � '—III= `' I=� � : 111111111111111 I =I11 1) #5 DOWEL W/ 6" HOOK AT 1=III- ALL VERT. WALL REINF. (SEE PLANS FOR LOGATIOW GLEAN COMPACTED "I =1 R= FILL @ 15% If-oilMONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GA�RA�GE CURB DETAIL � scar: r�rs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAW PORGH/PATI O/LANA I SLAB OR PAVERS (5EE PLANS) q • '. PER MANUF.. _I 11=1 I 11=1 11= I __ _ a. III —III —III—_III cx —III III=III-111-111- —_III— I I-1 I 111—I 111=1 I ' °.:: a a <-111—i11-111- II I I III-111-111 _ —I I_I m III I I `. q. - �, —I I I —I I I_I — I 1I 11=III—III=III—III—'''- MONOLITHIC, I 11 I=III=111 FOUNDATION W/ (2) #5 GLEAN COMPACTED — GONT. ON CHAIRS FILL o q5% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR OUT5W1 NG 4 56D POURED BILLS DETAIL 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW < o m GRADE q. 111=1 I I=1 1III=111 11 dd . as II_III—III—I_I a. I I —I I =1 I I —I 1— III=III= I III a1=III=III—III- —III— `' I III . III —III —III- =III— I) #5 DOWEL W/ 6" HOOK AT _—III—_I I ALL VERT. WALL REINF. I —III=III (5EE PLANS FOR LOCATION) 11 I I— I— 11 III I I I I1 GLEAN COMPACTED .I FILL ® 159 I IIIII I I I lII MONOLITHIC FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS FOOTING SECTION & BLOCK DETAIL scar: WIS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) ..q d a a: ' III=1 °.� III —III= e III—II1=1 I1=III=III= ° a a .a ° III—III=1 II-111-11- III=III_ R4,1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAW MONOLITHIC 71CLEAN COMPACTED III ==III FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 scar: � PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 scar= WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE FLAW I EXP WINT My R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 4 —III— a a 1—III—III =111—I I I —I 11I_III—III= a —III—I 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. =III=III= III= (SEE PLANS FOR LOCATIOW GLEAN COMPACTED I I I —III —III .I III-111— MONOLITHIC FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR INALL @ PORCH/PATIO/LANAI DETAIL scar: WS y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. )12" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" D.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT SOT. PLAN ® STUD TOP ✓f } PLT. DOT. a ar ° C) a a. d G (2) #5'5 CONT. W/ — „ 3" MIN. CLEAR S 8 UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL 8" GMU (1) #5 VERT. FROM FT6, TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� c0 O BADE II =1I1=117111- O GLEAN COMPACTED FILL 0 15/" 6, R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW ° a • a. I I-I1 1I1--I1I=I1--I1 I II-- I 11 , _ PVC GHA5E SLEEVE TO BE III—III=1 TWIGE THE DIAMETER OF =1 ICI 11 1 PROTECTED PIPE STANDARD DENSITY I'-0" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS CHA�5E DETA� I L $ scar: Hrs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS c q/ ✓ . '® seal: •, .• � ®� No 7784 2 a •• S T a Q.• q•`. 4` .C�' 0 R Le o C?` o0 FS o N © copyright: MULHEF�iIECIR1111011% Structural Engineering, Inc. z Z JLU w w Z o Z rn Z Q w Q Z= A g F— U � Q CM� 5 WCn � m E Q > 1 JZ W Y CIP p oo� y m U� LY Co N Cr) G. M&K project number: 068-200 1 project mgr: NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: U) J d H W 0 Z O d Z 0 UL sheet: 4 O J LL Ca z O x � a w a w J c� � o udi p z J J $car: IWO SDm 1