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FILLED CELLS (SEE PLAW (7HKPd7C TOP YIEW CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND 6ARAGE SLAB m �4�� L (5EE PLAW r— s / I I—I/I I I —I 1I- I6"x8" THICKEN EDGE I^V (2) #5 GONT. THICKENED EDGE ® GARAGE POOR DETAIL SCAR= NT8 6" GMU BLOCK 8" GMU (1) #5 VERT. FROM FTC, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I —III —I GRADE I I —III —III —III —I -III—I 1= I I —I I I —III —I -1 I I —I I J I I I —I I l a ... I —III —III —III- Q) —III e 111—III—I I °' =III— . . III I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 I I I=1 1=1 I I I =1 I I (5EE PLANS FOR LOGATIOW GLEAN COMPACTED —I FILL o 45910 11.—� MONOLITHIC FOUNDATION STANDARD DEN5ITY I�-o„ H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CW WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 rOOTI NC 5ECTI ON W/ BLOCK PETAL I L 5GALA: WS 6" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %" FURR STRIPS (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB w MTL. THRESHOLD FOUNDATION DOWEL GARAGE SLAB (5EE PLAW MIN. 30" CROUT CELL } (5EE PLAW SET IN SEALANT SOLID PAVERS z X d. (5EE PLANS) I— a� O GRADE a III —III —III —III —I I' _ " : III —III —III— III —I I I—' ' '—_ I I —I I- ai I=I I I I I —I I —I 11—_I 11-' i —_ _ . _ _ _—_ —� _ _ I C I-- I C I —I I` I —I � I —I � i—III —I I e s I I —I � I —I � I—� I I C) z '—I I I- M I I I I —I I I —I I I- '—I I I- I —I 1 1 I I —I I I —I I I- J. 1=1 m III I I=�1=1 III 11.d 1=1) #5 DOWEL W/ 6" HOOK AT I=I I — I i I —I I I —I I 1—I ALL VERT, WALL REINF.=I III 11' (5EE PLANS FOR LOGATIOW III MONOLITHIC II—III—III—III=1 - I—III=III—III=111- GLEAN COMPACTED III =III=1 I' GLEAN COMPACTED " I III =III= FOUNDATION W/ (2) #5 FILL o �15% I'-p" MONOLITHIC FOUNDATION FILL 0 95%, STANDARD I'-O" GONT. ON CHAIRS STANDARD DENSITY MIN. N (2) #5 GONT. ON CHAIRS DEN5ITY AND TERMITE MIN. TREATED WHERE 2140 STORY WALL WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 BE 1'-4" WIDE w/ (2) #5 BAR5 E )GA�,I E CURB 6 ENTRY POOR VITAL L SGAL♦r= NTS SGAL�� N15 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) PER MANUF. 1I— _ � III —I ' . ' ..I I —III —I I III —_ I— •... ; I II I I III —III —III _I 1=I m I I I I I 1M 11—III_ _ �, y ... m I —III —III —III I 1I- 11=III=III=III—III—'''- MONOLITHIC " I III— I I —I � � FOUNDATION W/ (2) #5 GLEAN COMPACTED -1 GONT. ON GHAIR5 FILL o 15%, STANDARD I -O DENSITY AND TERMITE 1 MIN. TREATED WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS EXTERIOR OUTSAI NG 4 56D POURED BILLS DETA I L 8"x8" THICKENED - SLAB H/ (1) #5 CONT. PATIO/PORCH/LANAI SLAB (5EE PLAN) �THICKENEP EDGE DETAIL 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO R4,1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAW SLAB OR PAVERS (5EE PLAW F 111= IMIIli 1117 dd. - I—� d I I —I EXP JOINT —' —III III —I I 11=I I I —I 11= I ' m I- I tr 1) #5 DOWEL W/ 6" HOOK AT I-1I I- ALL VERT. HALL REINF. III=III=1 I=1 I III= (5EE PLANS FOR LOGATIOW GLEAN GOMPAGTED =1 1 I I I1111 I I1 1 1I I I, , ,11 FILL o 15`� 1 MONOLITHIC FOUNDATION STANDARD DENSITY I -oH/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL_® 1*ORCH/PAT10/LANA 1 PETAL $CiUs N% Y2" GYP. BD. EA. SIDE OF 2x4'5 ® I6" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. .. a e- a '� e •d (2) #5'5 GONT. W/ „ „ 3" MIN. CLEAR 8 S UPLIFT GONNEGTOR5 50CH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE, WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ArRA6E STEP POWN DETAIL 9G" NT5 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID ;2 cc f L a� O DE 111=1 I 1=1 I 1=1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW d , . `III — I I l e°• .;d..'ae I —III II III-11I III —II I—�� — � ' '11 III III-1�1=1�1 � —III GLEAN GOMPAGTED —III,-11 FILL * 15%, -oil MIN. STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 8 CNNTG� PVC, CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 Seal' JU -rE C, �L1 Q��R{�, cQ copyri9ffYe14K ltr(iNbRUIl� mCD z m 0J m_ W W z N CD \/ Z i Z •— W __I a Zm = Q� I— U � 4 » C � m E JF- Q •- Zhu LY c N C. CYM C MF M&K project number: 068-200 1 1 project mgr. NJ M drawn by: KG K issue date: 04-1 4-20 REVISIONS: date: initial: sheet: Cz a C d O J LL. J W ui � � z 0 a N W J 0 4 d z d �� �Z O J SGA 1 NTS SDml