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xl .IWY. illy .1. lli .. -. - , ye .'. - - �1u_--1. , 1.. 1I I -- - .Y.. _l - A4L.Y-LU d1V4�,e1=- 3..Mllti ii-.I -W1. �I1.IU,�lYli4diIIY1411 Illl: ..�ul ..-ii�� FILLED CELLS. . . . . . . . . . . . . . . . (SEE FLAW `' 411 GARAGE it TOP \A EW ® CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND �t GARAGE SLAB m 411 (SEE PLAW 11- 16"x8" THICKER EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL W&R, N% 6" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL z< '—III=1 11= d 'IIII I r 8" WIDE CONT. GONG. GURB a W=-L--' u #5 DOWEL W/ 6" HOOK AT _ II— II—III-1 ALL VERT. WALL REINF. I=1 I III=III=— IIII ,� 1 (5EE PLANS FOR LOGATIOW II -III -III -III -I - GLEAN COMPACTED I I III =III= 11 1 FILL 0 15%, II-pl' MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GARAGE CURB DETAIL � : NT'a 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) '. q PER MANUF.. I' ''-III-III eY I -III I e � III I I -III -Ill I I I -III -III -III. ' '-'-II I I -I 0 111-I . I I-1 11=1 I I -_I I I- 1 I I I-111- II 1 y 1111111 � III m � If Tl I I - I I_i II I Tl 11 i=_I IT =1—,- I I=1 I I -I 11=1 1I �Iilll; MONOLITHIC 11 I I (—III—III - FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON CHAIRS FILL o c15%, STANDARD I -O DENSITY AND TERMITE I MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUT5AI NG 4 5617 POURED SILLS DETAIL 8" CHU (1) #5 VERT. FROM FT(5. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE FLAW z d e " III -III -III -III -I a) C)GRADE 1-III=III-III-III. m - III=III=czI III ee :°. II -III -III -III -I' ... 1=1 I I -III -III Q -III- `' I TIF, I I I-1 I I -III - I I I 1) #5 DOWEL w/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 I I 11=III=III _� I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I ; ,III 111 I I1 I III 1 IIII- ' FILL o 95% 1 MONOLITHIC FOUNDATION -011 STANDARD DENSITY I N. MINW/ (2) #5 GONT. ON GHAIR5 WHERE 2ND 5TORY WALL OCCURS DIRECTLY ABOVE THE 6" CM WALL 5HOWN, FT6. SHALL BE I'-4" WIDE W (V #5 BARS FOOTI NG SECTION W/ BLOCK DETAIL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/dt" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PAVERS (5EE PLANS) ° a .d .. d _ _ .. � 111=III-III-III � I I I III-111- I -III e III=III=III-II1- III -I III -I I I I -III -III -I 1I- ' I I MI I I-1 I I- =1 m III I I d .. I -I 11=1 I IF 11=11- , , 111-III_ eIII III III III"I''' '— MONOLITHIC �_ I 1 FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON GHAIR5 FILL o 95Y STANDARD I -0 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 01 RY DOOR DETA I L NT5 Y2" fPxb" LONG PRE55ME 51MP50N TITEN HD TREATED BOTTOM SGREWS o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL d UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. A I NT. BEARING WALL rOOTI NG DETAIL PATIO/PORCH/LANAI SLAB (SEE PLAW 8"x8" THICKENED — SLAB W/ (1) #5 GONT. &THICKENED EDGE DETA I L AU, N% 8" GMU BLOCK (1) #5 VERT, FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAW *,I-Z I r I=1 IY �i EXP JOINT V m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAW d dd — II -III-III-I IIII ,. a'. 'e. IIIIII�IIIII�IIII J.I 1=1 I1�i+`-(I) #5 DOWEL W/ 6" HOOK AT l I 1=1I 1- ALL VERT. WALL REINF. I I 111=III=III=1 I 111; (SEE PLANS FOR LOCATION) GLEAN COMPACTED -1 1 I I I I I -I 11-IIII .I III-111- FILL o 95% MONOLITHIC FOUNDATION STANDARD DENSITY II-�� W/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SON& NTS Y" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA, END OF WALL AND SPACE o 32" O.G. N 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP 4 } PLT. BOT. edCM1 s: ... °d (2) #5'5 CONT. W/ 3" MIN. CLEAR 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. GARAGE STEP DOWN DETAIL s AUS NT8 8" GMU BLOC (I) #5 VERT. FROM FT6, TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID d fe ° a cz ° I I; I III -II z � d o ' 1 --III-III =- '11 III III -III - GLEAN COMPACTED 11- 1I I II11111-I I1 —1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW PVC CHASE SLEEVE TO BE TWICE THE DIAMETER OF PROTEGTED PIPE FILL o 95Y I 1_0 If `MONOLITHIG FOUNDATION MIN STANDARD DENSITY N. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS S A5E';'ETA I L Ze= NT5 Seal: s a � 0?3 �.TE. Or �o �•..< OR ` cD copyright`® I Q�'�� StructufA%WMg nc. z Z J� W W Z N c� Z Z W J Q a � Q rr Z� ci ; c) g cm� lU ~ 32 =� mE a ;. a� J� Z m ;o W AI g y m` L6 W = o N CM G. IV M&K project number: 068.2001 1 project mgr: NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: a . cz Cy cz r, 0 0 J LL Q Z 0 n. co � U W 00 d r�" Y o z W .jJ WAS, N% SDml