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FILLED GELL5 (5EE PLAN) vrucr�v� CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) :.; Wll GONG. OR PAVER 6ARA6E WALL z Q ° DRIVEWAY BEYOND a� 0 6RADE I I —III —III —I I I I I I I MI I 5LAB(5EE PLAN) Q �I 1=mI I aI I I=/-6ARA6E _II III II I-111_ I6"x8" THICKEN ED6E W/ (2) #5 GONT. THICKENED EDGE GARA&E DOOR DETAIL. scAW- WIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL '—III—III- d I 1 MI v 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB > F(5EE PLAN) ICI—ICI—I�1—I�1- °°•1111111111111�IIII- I I I I=l f i -(I) #5 DOWEL W/ 6" HOOK AT -1 ALL VERT. WALL REINF. 111-� I I I -I I= I I I i I' (5EE PLAN5 FOR LOCATION) I I, ;,III—III—III=1 _ GLEAN COMPACTED FILL o q5% WI PTH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 n GA:RAGE CURB DETAIL � SCAI.ei�rrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE 5LAB 5ET IN 5EALANT (5EE PLAN) PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAN5) _ d . °- PER MANUF. '=1 I M I I= cx Ed I I =. I I I —I 11=1 I I —_I I I_ -I I• 1—I '—I 11—I III — III I I I I— =1 a, I I '—I I I —1 Ij I-111—I 1 1 _`' ' I —I m III I I d I —III —III_ � W II I I III —III —III III- -I I1=111—III=I I-1' - MONOLITHIC III =1 I �= I I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED GONT ON GHAIR5 FILL o q5% 5TANDARD WI TH DEN51 TY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-V WIDE IN (2) #5 BAR5 EXTERIOR OUT5WING 4 5GD POURED SILLS DETAIL ' I=III- < . III== 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' i I I I III=1 I=III (=III- (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED 11, ; ,11111111111 I I I I I I I I I- ' FILL o q5% WI TH MONOLITHIG FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=00TI NG SECTION W/ BLOCK DETAIL 8 GMU BLOCK - BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN 5EALANT PAVERS (5EE PLAN5) J v m GLEAN COMPACTED` FILL o q5% STANDARD DEN5ITY AND TERMITE Tpr-ATpn R4.1 FI-FOIL OR EQUAL OVER %"' FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) • � ' III=1 � I=1 � 1= • � III I III —I I i—III—I —III —III —I � —I � I —I � I —I � I • a _ d ° II MEEIII—III- —III —III= MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 ELI RY DOOR DETAIL6 NT5 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. PAT I O/PORGH/LANA 15LAB (5EE PLAN) e' a a • TH I GKENED EDGE DET� I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) zd.. a.. d • 1=1l1=_I I-1 I 1—I 1I- 1-1 —I 11-1 11=1 EXP JOINT —' III I I I I—III-111=1 ' 1 I=iTI-(I) #5 DOWEL W/ 6" HOOK AT 1 I=I 1= ALL VERT. WALL REINF. III=I I=1 I=1 I 111= (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED -� II I III III— 1i11 ,1 I FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE VV/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL Ate: IS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. r1END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) LU 5TUD PLATE TIE5 PER a PT BOT. PLAN o 5TUD TOP 8 PLT. BOT. a 1L d d a'°a; an (2) #5'5 GONT. W/ „ 3" MIN. CLEAR all 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PECIFIGALLY NOTED ON PLAN. e-' GARACGE STEP DOWN DETAIL WAX: MS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL 50LID z< dJ O RAVE ' III=III=III=III= z I ' III=1011LI, _- PVG CHASESLEEVE TO BE � I I I°.1TWICE THE DIAMETER OF 11_I =-_ =III—I1 �oTEGTED PIPE CLEAN COMPACTED =III.-1i FILL o q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 CONT. ON GHAIR5 :��2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 GH,�SE DET� I L d e " "III —I �a I I-111_ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOU5E 5LAB (5EE PLAN) seal:�; �P4 $ a No Of- nF< JAN 2(1122 © copyright: MULHERN & KULP Structural Engineering, Inc. oCM Z JFr w = Z \/ CD � �- z i � Uj J + N Z I— ag C..) 4 cm Se pC UjH r13 c ca M mE J� ao Z W 0 Y y W 2 m _ cv cc ch a M&K project number: 068-2001 1 project mgr: J s B drawn by: DJ R issue date: 0 `[ ..1 4-2 2 REVISIONS: date: initial: sheet: 4 O LL jd 12 U) O z a O � a oQ 0) Y F- Q J J W&M WS S Do,, 1