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FILLED CELLS (SEE PLAN) v�t<Hvt QV 111WIlmse F —1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAE m 4" (SEE PLAN) 16"x8" THIGKENE =1I I —III —III —I I1=11I—I I I —III= E96E w/ (2) #5 =III—III—III=111=111—I I I GONT. I III 11=III=1 11=1 11=I THICKENED EDGE @ (5ARAGE DC OR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX c Q L a� O GRADE ' III=1 11= o z _Illlllly 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID zd '=ll I 1 I— 1) #5 DOWEL W/ 6" HOOK AT I— _=III--_I1 ALL VERT. WALL REINF. II -III III III —III- GLEAN COMPACTED I I 1—III-1 FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) U0 LL Ld .01 ) (SEE PLANS FOR LOCATION) 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS FOOTING SEGTION W/ BLOCK DETAIL_ SCALE: NTS 8" WIDE GONT. GONG. CURB 8" GMU BLOGK— BEYOND EXTERIOR DOOR w L(SEE GARAGE SLAB MTL. THRESHOLD W d (SEE PLAN) SET IN SEALANT } PAVERS PLANS) d ° d I1p a III —III III —III- ° (III III —III —III —I 'm111111�111I1�I-- I = — III=11�U #5 DOWEL W/ 6" TOOK AT ALL VERT. WALL REINF. III III=III=— III—� I (SEE PLANS FOR LOCATION) 11=III=I I II —III —I - ''' GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUND, �TION STANDARD DENSITY W/ (2) #5 GONT. ON ;HAIRS 2i 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS &LA� CURB DETAI L 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUA _ EXTERIOR DOOR OVER 3/4" FURR STRIF 7. 3 MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. d H III III III— '—III—III- � i—III ° III —III —III —I � I- ' —III —I � III —I I I —III —III —I � I- �—III- v w III I I III=1 I I —III III—_ ' I �=1 11=III—III=1 I 1-1' � MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #` FILL 0q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5W1 NG � 56D POURi=1: � 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) � d d ° d I I —III —III —I ° s(luili I_=11I=111'—I 11= e1 I I —I 1I- =1 I I- -_ III I I —III —III —III III_ ' I-1 1=III=III=1 1-I MONOLITHIC GLEAN COMPACTED " III =1 I-1 I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS K NTS Y2"�xb" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM SCREWS ®4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL n N ° ° d e — =111=1 I I=1 11= e n e u. —III—III—III—III-11 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. T. BE�rR I NG W,�LL FOOT I NG DETAIL 8"x8" THICKENED SLAB W/ (I) #5 GON I . �DG�D�T�IL �NAI SLAB >�21��IN�EP 8" GMU BLOCK (I) #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 CELL SOLID HOUSE SLAB PORCH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) Z e4 d ° d e g e I —III III III —I I _ I—III—III=III—� 11- r--IEXPJOINTIII—III;nI=1II—I11=I d a I) #5 DOWEL W/ 6" HOOK AT 111=III- ALL VERT. WALL REINF. � I 111=III=III=1 I 11= (SEE PLANS FOR LOCATION) _� I III—III=III II GLEAN COMPACTED ' i I —III -III — FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS �XTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NITS tm UJ 0 0=�t �,"1011d�?8((�. seal: ,%e, G. F -�i r✓. P07 4O F I. ©copyrigh!I�N7F�t��td& `e. y2 GYP. BD. EA. SIDE ��9 � 6 Z�Z� OF 2x4'5 ®I6" O.G. Structural I c. Y" J-BOLTS 6" FROM EA. � cD END OF WALL AND z SPACE ®32" O.G. J � 2" (6" MIN. EMBED) w N W—�, � STUD PLATE TIES PER z � Q � PT BOT. PLAN ®STUD TOP +E } PLT. BOT. w � " `° _ e°d U � a � `o a� 81I qll = Q 3" MIN. CLEAR JZ �o W Y c 0 y m` � UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND � W c N ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A � c`' n' CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. R�GE STEP DOWND�TAIL : NTS M&K project number: 068-200 1 1 project mgr: J s B drawn by. DJ R 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date; '� 2.. '� ,�,..2 '� OVER 3/4" FURR STRIPS -PER BUILDER (I) #5 VERT. FROM FT6. TO REVISIONS: BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) date; initial: 30" GROUT CELL SOLID zQ a d � o BADE ° e I I 1=III—III=III � II ° II —III III—III-1 "' ,III=III-III-III o° 11=III=III—III—'' _— I I1=1I1- III —II z '—III--- — PVG CHASE SLEEVE TO BE � ' I- III=III III=III=1 TWICE THE DIAMETER OF . III —I I ' 11 III III —I I 1=1 I I I =III- PROTECTED PIPE II -III III —III —III= '— � � GLEAN COMPACTED FILL ®q5% WI TH MONOLITHIC FOUNDATION (� STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS GH�rS� DETA I L 8 SCALE: NTS i 1% J J o W L` W C) 2 0 z x Z 0 a J d Q 0 � U Z LJ � Z sheet: SCALE: NTS SCALE: NTS FA SDw I