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FILLED GELL5 (5EE PLAN) F -1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND m 411 �—C,AC51E SLAB (SEE LAN) r Q a a e a �—� 16"x8" THIGKENI EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARA67E DOOR DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z_Q O GRADE 11=d '—I I 1=1 o ;2� 1=� m 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB (SEE PLAN) e d I d 1 e I I I —III —I I I 11111i11111i111111� {I) #5 DOWEL W6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED --l' ' =1 I I FILL ® 95% WI PTH MONOLITHIG FOUNDATION STANDARD DENSITY I 1 W/ (2) #5 GONT. ON GHAIRS IZ 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS G R &E CURB DETA I L SCALE: WT5 8" GMU BLOCK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) -� m GLEAN GOMPAGTEDJ FILL A 95% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSAI NG 4 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d R MANU�. —11 Ell I I-1 111 1 �, III —III III I, , —I I IEI I 1=1 1I- —I I ° - I I I II I II� 11= m LU 11=III=III—III— ' II I-1 I1 I 1—�' MONOLITHI I,C, FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID cz_ cc L L a� O GRADE =I 11711 17W o '-11111111� R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d d < i I I —I a II —III_ —III—I " llllllllllllll d . 111—T11= '—{I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I I I I I —III —III _� 11 (5EE PLANS FOR LOGATION) GLEAN GOMPAGTED 11111 1111111 I I I l I i l l 1= ' FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 ��2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 POOTING SECTION W/ BLOCK DETAIL SCALE: WT5 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS GLEAN GOMPACTEDJ FILL o q5% STANDARD DENSITY AND TERMITE TREATED II —III —III- d I —III —III; 1- WI R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY OR 11T,Al L b SCALE: NT5 LEATIO/PORGH/LANAI SLAB E PLAN) a e... '. d — IT eII—III—I I I —III —I I �- 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MIS 8" GMU BLOGK (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) I �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ° d< d 1—I I —I I —I I I- =1 I I —I I I —I _ e.111111�11111�1111 11=IT -- #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. I —III —III —I I 111= (5EE PLANS FOR LOCATION) —1 1I III —III —III I I GLEAN COMPACTED Iff—I I I-1 1(- , FILL A 95% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) F STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP 4 PLT. BOT. . d d e e °.. (2) #5'5 GONT. W/ 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE GLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z_d cfJ m RARE I I I=1 11=1 11=111= O GLEAN GOMPAGTED FILL o 95% STANDARD DENSITY (DGH�5E DETAIL .SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) e III —III —III ed II —III —III —II . 1 I-1 I I-111I-11 I= a - PVG GHA5E SLEEVE TO BE III=III .1 TWIGE THE DIAMETER OF -1 I ICI I I I1 1 11I PROTEGTED PIPE I) TH MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal:G. F, * No 77824 7O % TATE OF 'Valli ORlOP�G\�\�`�� © copydght'�I�(�1LP�' `\\\\\ Stru u�l(r�lir1� rnc. CD JFr W W N Z g CM rn Z W M J C! Q Z= Q� F— 1 UjF- :2 a� m a J E a Q. —� z g W Y e y m _ W N C ch a IV M&K project number: 068-2001 1 project mgr: .J S B drawn by: BC issue date: 06-30-'21 REVISIONS: date: JUL 0 1 ZUZI initial: p" ~ q CIO �Q cz r, Z (n O LL ui W Q z � 0 a Z � Q IINNNNNNNI O � Q Z � (.0 N F Y O0..� J J sheet: SCALE: WT'S SDm I