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FILLED CELLS (SEE PLAW TOP VIEW @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FTC, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 30" GROUT DELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F —1 t; GONG. OR PAVER GARAGE WALL ° a'----- DRIVEWAY �— BEYOND _ _ lII—III—III-111=1 (s) C)._3 GRADE I I —III —I (I —III —III_ GARAGE SLAB m 4 (SEE PLAW o d —I I m l l l III ° I —I I- 1. III— e III—= 1) #5 DOWEL W/ 6" HOOK AT .6. a d d. d d --- I-1 I I — _=III I I I —I 11=1I —_I I I- ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) _ III=I I II I I=1I1=11I—III—I I= I=1I1=1 I' I1=1I' GLEAN COMPACTED 11=1 I1-1 FILL o a5s� 1' „ MONOLITHIC FOUNDATION I6"x8" THICKENED-11(—III—III—III—III—III—III= STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON GHAIR5 E06E W/ (2) #5 —III—III—I I 1=1I 1=1 1=1-' MIN. CONT, WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL 5HOWN, FTC. SHALL BE I'-4" WIDE w/ (2) #5 BARS THICKENED EDGE @ GA�RA 6E DOOR DETAIL 1=OOTING SECTION W/ BLOCK DETAIL SCALE: WS 6" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11 czx L d� O -1 GRADE o z ' :�IIIIIII� 6" WIDE COW. GONG. CURB N GARAGE SLAB (5EE PLAW > F d d. d .. .°. c III —I I —III —I III —III —III —I � 1= a°:a p llllllilllllilllllillll—' I 1 =i11 (I) #5 DOWEL W/ 6" HOOK AT _ I I I=III-1 ALL VERT. WALL REINF. III=1 1I I I 1=1 I 1=— II I' (5EE PLANS FOR LOCATION) II —III —III —III —I - CLEAN COMPACTED FILL ® 15% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS &LA! 61CURB DETA I LNrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAW PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF.. '. —I 11=11 11=111= I _ —I11—_ 111 __ a III-111-11I— c z I—_ 111 e I I ti 11-111 I I-1 —I l I- 11—III-111—_I � I I11-111=1 I I 1=1I11=111- -�n LU ; � m o 111-111 I111I II I I III —III —III III — I 111 II I I_ —III- MONOLITHIC �,I i 11111=11 �I FOUNDA I N W/ (2) #5 GLEAN COMPACTED FILL ® q5Y STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE 7 MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'4' WIDE W (2) #5 BARS cat EXTERIOR OU75NI NCG 4 56D POURED 51 LL5 DETAIL SCALE: N% 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT T (SEE PLAW PAVERS (SEE PLANS) 4 d u drEML d II—IIIA dg1 I=I 11=1 111 I' —I � I- II 1=1 m III 4 11=1 11=1 I I- 111=111- '—"' " MONOLITHIC, GLEAN GOMPAGTEO TIII =1 I �_ FOUNDATION W/ (2) #5 FILL o 15% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCA�.E= NrS Y2"�Pxb" LONG PRESSURE SIMPSON TITEN HO TREATED BOTTOM SCREWS ®4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL .d 411v ' d.� a. 4 — 1I—III—III—III— d A. d <. �I I I—III—III-111-1 I Ill UPLIFT GONNEGTOR5 5UCH A5 5TUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. NT. BEAR I NG WALL TOOT I NG DETAIL �NAI SLAB 6"x8" THICKENED SLAB W/ (U #5 GON I . (3JTHICKENEP EDGE DETAIL ALE: RM 8" GMU BLOCK (1) #5 VERT, FROM FTC, TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL 50LID HOUSE SLAB PORCH/PATIO/LANAI (SEE PLAW SLAB OR PAVERS (SEE FLAW 4 —I I —III —I III —I I —I I I —I =I 11- dd. — 'I'- `� EXP JOINT - v —11111 d 1 1 I —I 11-1 _ I I-1 I d=1 I I —I 11=1 11E 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. III=1 1=1 1=11 1 1= (5EE PLANS FOR LOGATIOW GLEAN COMPACTED I111111III II j I I .I FILL ® q5%' MONOLITHIC FOUNDATION STANDARD DEN511 Y 1-0 W/ (2) #5 GONT. ON MIN. 1 CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP, BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT BOT. PLAN 0 STUD TOP } PLT. BOT. edL d ad (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 S UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. ' &A�RA6E 5TEP DOWN DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z�x (z O BADE 111=111—III—III= R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE FLAW seal: a N 7,7624 -q : o 6dF'e,,V a m e a �00®0 ©copyright:MdeW, f&KDupp,V. St ru ct u rftb�lree dlllilk ac0 Z J� w w Z o rn Z z w J Q a. CD Q -0 Z= C3 A rr4 � c m W C/) .5 j =-a m� Q JZ >• Mo C3 0 Y W 0W y M WCM o N cY a M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-1 6-20 FREVISIONS: initial: KGK I —III—II I=III- � PVG CHASE SLEEVE TO BE % TWIGE THE DIAMETER OF �' 11=1 I I —III--- . —� I , crz GLEAN GOMPAGTED =III—j1 FILL ®q5% MONOLITHIC FOUNDATION Q, STANDARD DENSITY 1 N W/ (2) #5 GONT. ON GHAIR5 l� MIN, r � WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. SHALL BE 1'4' WIDE W (2) #5 BARS 8 GHA�SE DETAIL J d H W 0 z 0 d 0 z Z) LL sheet: Q C] O � J � Q z 0 x Q W J -' d � W Lo 4 � Y Z LLJ O JJ SDm I SCAR: We SCALE: NM