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FILLED GELL5 (5EE PLAN) GONG. OR PAVER DRIVEWAY Ib"x8" THICKEN ED6E W/ (2) #5 GONT. 8" GMU BLOCK 4" GARAGE TOP VIEW @ CORNER 6ARA6E WALL BEYOND GARAGE 5LAB (5EE PLAN) THICKENED EDGE ® 6ARA6E DOOR DETAIL WAa.. krs 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z� a� O GRADE o z :III —I f ;IIIIIm =I I — 1 I I��I) #5 DOWEL W/ b" HOOK AT I I —III III I —Ill —I ALL VERT. WALL REINF. 71 I Ili=1 1= III I I' (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED FILL ® 95% WI PTH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BARS 6A %&r; CURB DETA� I L 5 seai.e: rrr's 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z 'q� a� GRADE '=11 =III—II_j R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) d n . ° II�IIII 1 I) #5 DOWEL W/ b" HOOK AT I— _=III —I I ALL VERT. WALL REINF. ' 11 1 11 I I=III=1 I I , I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I I —III I I I- —III..-1i FILL A 15% WI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=OOTIN6 SECTION W/ BLOCK DETAIL WAS: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB 5ET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) 11I—III III —III 4. 11I—III E —1I—IIII I '—III—III- I —III III-111III—I � 1— III —I III —I I I I —I I I —III —III I- ' —I ' ►=1 m III I I � . I —III —III- 11- MONOLITHIC I I 'III III 111 111-''' GLEAN COMPACTED III =III= I I' FOUNDATION W/ (2) #5 FILL ®95% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 seal.t: Nrs ° ° ° a 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. PA TIO/PORGH/LANAI 5LAB (SEE PLAN) a° EDGE DETAIL &THICKENED scA�: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) EXP JOINT - v m ` b(41E_- E- llll,r R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) �TI}1-(I) #5 DOWEL Wl b" HOOK AT I I I-111- ALL VERT. WALL REINF. ' I I l 1=III=III=1 I III- (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED FILL A c15% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD 5ET IN SEALANT HOUSE SLAB y "�xb" LONG 5ET Y " GONG. SLAB (5EE PLAN) PRE55lJRE 51MP5ON TITEN HD w/ 2 G OR WIDTH PER ARCH PORGH/PATIO/LANAI TREATED BOTTOM �1'�`' ®4'-0" O.G. FIBERME5H REINF. SLAB OR PAVERS PLATE AND 12" MAX FROM OVER b MIL. (5EE PLAN5) END OF WALL VAPOR BARRIER d ° d PER MANUF. d— — — — ♦ I—_ — —_—_ a ue � =1 11=1 I I- cx 1=1 I I III —III —III —_III_ I I I_I I I_I I I —III =_ __ —I 11=1 11=1 11=1 I I —I '—Ill—_� III—i I < . I I—III—III—� 11111—I I I —III —I I I —I —_ ____ _ III —III —ill —Ill— I I I —III —III —III Ill —III —III —I I f h �— v E III I —I I Ill —III —I � i —I m III I I d. I I —III —III- w Ill —Ill —III —I I —III —Ill —III —I I —III I I I ° a 4:: - vz I —III —III Ill— MONOLITHIC 1'4 MIN m —I I 1=111—III—I I 1-1'' 8" 8:� FOUNDATION W/ (2) #5 (2) #5'S GONT. GLEAN COMPACTED ' III =I I �= I I FILL ® c15% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: P-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5W1 N6 4 56D POURED SILLS DETAIL UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. INT. BEArR I N6 WALL FOOT I N6 DETAIL SLAB RECESS AT SHOWER Y2" GYP. BD. EA. 51DE OF 2x45 ® I b" O.G. Y2" J-BOLTS b" FROM EA. END OF WALL AND 5PAGE A 32" O.G. 2" (b" MIN. EMBED) 2- 5TUD PLATE TIE5 PER ;d PT BOT. PLAN ® 5TUD TOP 4 PLT. BOT. A /d •: , . �j (2) #5'5 GONT. W/ --/ „ 11 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT abJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARA6E STEP DOWN DETAIL WAat WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID cz_cQc L L az O RARE ' l—III—Ill—III- _ —I I I —I 11 PVG CHASE SLEEVE TO BE ' 1=1 11=1 I I I I 1=1 11=� Q 'Il,illllllllllll GLEAN COMPACTED FILL A c15% STANDARD DEN5ITY GHArSE DETA I L 8 sc�e: Hrs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) j..4 .. .. - a III-11I-111 11—Ill—III—� I ° 11-1 11-1 I 11- ° =1 I I=1 I � TWICE THE DIAMETER OF =1 11=1I I I =1 I I >�oTEGTED PIPE Illllllil�lll- ' MONOLITHIC FOUNDATION WI TH y�/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS FUTURE V" GMU BLOCK DRILL 6' INTO EX15T'6 5LAB, EPDXY I$ DRIVE I I #5 �DONEL, PROVIDE MIN. - 30 LAP 5PL I GE 1 - I 1 I z a d d a GRADE I II _ ' _ =1 1=1 —1 I a - III -1 I —111_ I i I— #5 VERT. BAR TO BE LOGATED PER PLAN IN GROUTED DELL MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE seal �`\5G. - OFr ._ OR10P vaL © COPYnght: p structur mineerinq, Inc. oCD z 0 JUj W W z N Z W J a fx Z= � �� c..� Ali � �a cc UjW =_ 5 Q m Q � z :s W C 0 2 ca LU m _ O N 42 C OC M n IV M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 0 1 - `I 3-2 2 REVISIONS: date: initial: )3/11/22 DJR 5Ird J � Uj W�LL z � � z Ld U) � � U Z � rn a '' O z J � J sheet: SDw I seal.,:: NTs WAU: RIS seaLl:: RIS