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FILLED GELLS (5EE PLAN) 41: 6ARA6E " TOP VIEW ®CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE 5LAB m 41: (5EE PLAN) 16"x8" THICKEN E06E H/ (2) #5 GONT. THICKENED EDGE @ GARA 6E DOOR DETAIL. SCALE: WS 8" GMU BLOCK < 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ N FOUNDATION DOWEL LU GARAGE 5LAB MIN. 30" GROUT GELL (5EE PLAN) 5OL11 d III —_III —_III —_III—_ 0 6RADE III=III—III=III—I I III —III- � I —III a` a III —III —III I 1 I F ' III—� I I I_I I I —III III o z '—III- I=1 I III —III —I I- -' I- 47 11-11 il) #5 DOWEL H/ 6" HOOK AT II=III-1 ALL VERT. HALL REINF. i i=i III i I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED -,' FILL ®G5, HI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 HIDE w/ (2) #5 BAR5 I -STORY: 1'-0" HIDE H/ (2) #5 BAR5 )A�t6�ECI�11111 DETA� I L 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z_ <c L 6RADE '.III —III , IY o=IIIIII1I R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I I I —I I I —I i 44 11—III—III=III= —III—III—I � 1- ' � IIIIIIIIIIIIIIII ' I=III- =4 . . III-�11'=�-(I) #5 DOWEL W/ 6" HOOK AT I— I ALL VERT. HALL REINF. ' I I I I I III=III=III , 11 (5EE PLANS FOR LOCATION) -III 11111 �1111 11-1- GLEAN COMPACTED I 1(- FILL ® 95� WI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" HIDE w/ (2) #5 BAR5 I-5TORY: I'-0" HIDE W/ (2) #5 BAR5 POOTI NG 5ECT1 ON AN/ BLOCK DETAIL SCALE: WS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD \H HOU5E 5LAB 5ET IN 5EALANT (SEE PLAN) PAVER5 (SEE PLANS) e _ _ _ e III —III —III —III I '—III—III= cY I —III e III —III —III —I � 1- I- ' —I ' 1=1 in III I I d I —I 11=1 11= 11- "' I, ,I I IIIIIII 11=1 I I I ,I GLEAN COMPACTED! III- FOUNDATION H/ (2) #5 FILL 0 95% 5TANDARD NI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 ELTE RY DOOR DETAIL DNT5 ATIO/PORGH/LANAI 5LAB (5EE PLAN) a - 8"x8" THICKENED - 5LAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) I-A1 �i EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER 9/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) a I —I � 1=III—III—I I I '' =III—III—III=I1' _ a IIIIII�IIIII�IIIII-1' PW ' 11=1TI_ -(I) #5 DOWEL W/ 6" HOOK AT I I 1=1 I IT ALL VERT. HALL REINF. I=III=111=1 I 111= III—IIII I (5EE PLANS FOR LOCATION) -I II III — GLEAN COMPACTED ' I-11 I-11 , i- ' FILL ® 95% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON ' II GHAIR5 -STORY: I -4 WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" HIDE H/ (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP, BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-13OLT5 6" FROM EA. END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIE5 PER PT BOT. PLAN 0 5TUD TOP 8 PLT. BOT. e� n — vd e v • d (2) #5'5 GONT. H/ -/ II II 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON HALLS NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE 50GH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WAa: MIS 8" CMU (1) #5 VERT. FROM FT6. TO - BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID cz_ ccx L L a� O BADE 111= T_7 I I=I I F OI GLEAN GOMPAGTED FILL ® c15% 5TANDARD DEN51 TY R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) e " lII—III—III—III •- ,q a. II —III —III —I I I I�, I 1 1-1 I I III- GHAST DETA� I L 8 SCALE PVG GHA5E SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION II TH H/ (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS sea ,\', G No 77824Z •' � —� v v p•j w STATE OF ti 'Ft ORIUP%'�(9'�� Structural Engineering, Inc. z Z J W W N Z c� CD Z W a J a °C E I— U � 4 H � w c_ .Q =a _J z W Y e Cc m W Qg N Ilr c� Q. M&K project number: 068-2001 1 project mgr: .J S B drawn by: D R issue date: 09-30-21 REVISIONS: date: initial: 03/11/22 DJR d 0 a UT 0 8" GMU BLOGK BEYOND '-' U. R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 T T i -PER BUILDER w MTL. THRESHOLD 5ET IN 5EALANT HOUSE 5LABW (SEE PLAN) i * T Z PORGH/PATIO/LANAI I• ) 0 ix SLAB OR PAVERS (L (5EE PLANS) PER MANUF.. ` _I I I=1 I 11=111= _ _ III—III=111-111 I �' 0 w LO —III—III- c� I —III III —I I I-1 I I —III- -I MITI—_i11=1 11 1=1 m III I I d I —I 11=1 11- m W 11=1 I— I I 7111 1 I —I II=III—III I I I— ' Q _ _ _ �-' I I —III —I i I —III —I I-1 �'- MONOLITHIC GLEAN COMPACTED I I I =I I �= III-- FOUNDATION H/ (2) #5 Z FILL ® 95% STANDARD HI TH GONT. ON GHAIR5 3: LO (1) DENSITY AND TERMITE (! Y. TREATED 2-5TORY: 1'-4" WIDE 0 0 z w/ (2) #5 BAR5 LL I-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 sheet: EXTERIOR OUTSW I NG 4 SGD POURED SILLS DETAIL SCAR: RM SDIIIIII, 1