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FILLED GELL5 (5EE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 6ARA6E (1) #5 VERT. FROM FT6. TO OVER %" FURR STRIPS -PER BUILDER " TOP YIEW ®CORNER BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID HOUSE SLAB (SEE PLAN) GONG. OR PAVER DRIVEWAY m I h— I 4:: 6ARA6E WALL BEYOND 6ARA6E SLAB (SEE PLAN) Z � co 6 _ _ -1 I I —III— tY I III - =1 11=1 -� I I 1=1 I< 1 III— `' I ' =1 I m l l l III d a III II—III—III—II1- I I--III—III—� 1=1 I IIII e I=1 III=III=III=1 III —I 1- 11= e ° e a. e 16"x8" THICKEN EDGE N/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE CONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" 6ROUT GELL 5OL11 z� a� O . GRADE Cz V -III—_ 4Liir:L; El I I-- - 1) #5 DOWEL W/ 6" HOOK AT II —III —I ALL VERT. HALL REINF. III—� I III=III= 1111 I (SEE PLANS FOR LOGATION) - GLEAN GOMPAGTED 111—III FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 HHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6.5HALL BE 1'4' HIDE w/ (2) #5 BAR5 (D GARAGE CURB DETA I L SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 5/4" FURR 5TRIP5 -PER BUILDER MTL. THRE5HOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. III-1 I I I=1 I l i l _ _ 'II=III- c�% I —I I I III —I 11—Ill-1 11- -III—� I —I I I —III —I 4 III-111—I I I- - I; 1 m 11 E I I I —I 11=1 I m y 111 I l i I I I I I -_-_I I I � 11_15 � II II III —III= —III _ III- MONOLITHIC II,;III11111I1=1III�II 1— GLEAN COMPACTED III— FOUNDATION H/ (2) #5 FILL o q5% STANDARD I'-O" CONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY HALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL SHOWN, FTC. SHALL BE 1'-4" HIDE W (2) #5 BAR5 EXTERIOR OUTSAI NG I$ 56D POURED 5I LL5 DETAIL ' =111— ° III =I 1) #5 DOWEL Hl 6" HOOK AT --= _=1 I I-- ALL VERT. WALL REINF. =III=III =III (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 111111111I 11111111 -- FILL o q5% II -IN„ MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8'GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 FOOTING SECTION N/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) Li � d d < e d " III —III —III —III —III—III- cx I —III III —III —III —I � 1- '—III—I —� III —I I I I —III —III —I � I- III- -� m III I I I —III —III= I "L`-- MONOLITHIC i"—='— "'I --- FOUNDATION W/ (2) #5GLEAN COMPACTED FILL o 95� STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIREGTLY ABOVE THE 8" GMU HALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 ENTRY DOOR 17ETA I L 6 SCALE: NM Y"(Px6"LONG PRE55URE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 0 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL All ° .0 Cz UPLIFT GONNEGTOR5 SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. I I NT. BEARING WALL POOTI NG DETA I L -1 I 8"x8" THIGKENED — SLAB H/ (1) #5 GONT. FATIO/PORGH/LANAI SLAB (SEE PLAN) TH I GKENED EDGE DETA I L 3 SCALE: Nr5 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 30" 61ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) `r I EXP JOINT R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) e I —III —III —III a I —III —III —III —II .°° —III—III—III-111 III —III —I 11= I 1= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I I I =III=III=1 I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED -� I ,IIII—III—III I 1-11 I— FILL o 115% MONOLITHIC FOUNDATION STANDARD DENSITY 1�-O: N/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY HALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-13OLT5 6" FROM EA. END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN A STUD TOP 4 PLT. BOT. II d e a a e e< e 1100, (2) #55 GONT. W—/ 3" MIN. CLEAR UPLIFT CONNECTORS 50GH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID _zQ x a� O RAPE I I —I 11-1 11=1 11- R4.1 FI-FOIL OR EQUAL OVER %'" FURR 5TRIP5 -PER BUILDER •'.u.��TiTi�� HOUSE SLAB (SEE PLAN) III t, seal: h11� �� o • G. v - z ATE OF s�onlAL i`— © copyright: MULHERN 9141, P, 1 0 Structural Engineering, Inc. z z JLU w W C /Z V Cn Z w a J N Q Z= � Q� C) 0. a W� `r' :� :C—A 3 m E Jz Z ag � MW i0 Y y W 0 M oc di C M O. M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: 05/20/20 K6K AM LAM 10 Oq/20 MJT I—III- TFPVG GHA5E SLEEVE TO BETWIGE I I—III—I11- THE DIAMETER ofPROTECTED PIPE Ct 'r -1I GLEAN COMPACTED 11= I-111 FILL o q5% MONOLITHIC FOUNDATION Rf STANDARD DENSITY I _O N/ (2) #5 GONT. ON GHAIR5 Cz MIN. O WHERE 2ND STORY HALL OCCURS DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BARS CHASE DETAIL S SCALE: NT5 sheet: a 0 0 J LL LLd U p z 0 x 0 � d U � to ¢ W o z J J SCALE: NM SCALE: NM SDm 1