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FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY----i 16"x8" THIGKENI E06E W/ (2) #5 GONT. 8" GMU BLOCK 4" GARAGE I 9-I(N TOP YIEW CORNER GARAGE WALL BEYOND 6ARA6E 5LAB (SEE PLAN) THICKENED EDGE ® GARAGE DOOR DETAIL SC,E: WIM (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z_Q a� O GRADE 8" WIDE GONT. GONG. GURB N w GARAGE SLAB F(5EE PLAN) • d ICI—I1•i—ICI I —_I I I I —I I I —I 11=1I I I- III —I — I I I I I �• d d �� 11—III—III—I I I I- - I —I m III I I — I=III= =II— II 1) #5 DOWEL W/ 6" HOOK AT _ II I I=III—I' ALL VERT. WALL REINF. III=� I III=III = IIII I' (5EE PLANS FOR LOCATION) =III —III —III —I - GLEAN GOMPAGTED � FILL o q5% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS IZ 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS t(5�10�0111 DETA� I L&LA : 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER %4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP W HOUSE 5LAB FOUNDATION DOWEL MIN. (5EE PLAN) 50" GROUT GELL 50LID ccX a� GRADE _ I 1=1 I I —III —I -1 I I —I I—>Y I III I I —I I I —I I —I 1= -1 I I —I I� I I I —III • I —I � I —III —I o —I -1 '—I I m I I I III —I 11=1 1I- ' II I I— . �.. III I`I- 1) #5 DOWEL W/ 6" HOOK AT -till III till I— _=I I I —_I I ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED —III..-11 FILL o q5* WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5EGT1 ON W/ �LOGK DETA� I L Wes: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) • d rin • d II_III—III_ III=III- PATI O/PORGH/LANAI 5LAB (SEE PLAN) 8"x8" THIGKENED - 5LAB W/ (1) #5 GONT. �THICKENEP EDGE DETAIL 3 P- NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO OVER %" FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER FOUNDATION DOWEL MIN. HOUSE SLAB 30" GROUT GELL SOLID (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) ,d d. —I � I —III • I-1 I' d 9 I- J ExP JOINT I I � I III m I=1 I a - "' :T M0N0LITH 11=1 11=1 11=1 11=1 11 IG ' '- GLEAN COMPACTED "' III =III= I �' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA� I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Jill1= 1) #5 DOWEL t^U 6" HOOK AT VERT. WALL REINF. I=III=III=1 I III- (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED ' I 1 I I I I I —III —III , .I III -III- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY HIP I TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE W (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WAa: WS Y2" 6YP. BD. EA. SIDE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 52" O.G. 2" (6" MIN. EMBED) -FW, T_ STUD PLATE TIES PER j PT BOT. PLAN o 5TUD TOP $ PLT. BOT. d II ° d (2) #55 GONT. W/ 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL W,a: WS 8" CMU (1) #5 VERT. FROM FTG. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID :2z cQc L L ciJ O BADE 771117 11--111=I 11- O GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1,4 _ - 4- ° a° •` I I I —I I I —III —I I —III —III —I I-11 Al :° °•.II III-III-III-�' OEH ,45E DET,41L H a — PVG GHA5E SLEEVE TO BE III —III .I TWIGE THE DIAMETER OF =1 11=�1 —III. PROTECTED PIPE MONOLITHIG FOUNDATION WI TH ►N/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal: �� 5 G. * No 77824 e �J STATE OF Q� ' © copyright: MUL4RN &tK0A t \ \ ' structural Engineering, Inc. CD JLU W W N Z_ CD r- Z W CL. J a ,a Z= I— C� � �Q t E W� = j T i Q Q JZ W 0 2 o y m` W C N CM C. M&K project number: 068-19029 project mgr: JSB drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: d Q LO 0 8" GMU BLOCK ,_..j J BEYOND R4.1 FI-FOIL OR EQUAL ~ LL EXTERIOR DOOR OVER %" FURR STRIPS TTT W MTL. THRESHOLD -PER BUILDER �•1••1 SET IN 5EALANT HOUSE SLAB Y (Pxb LONG T T T Z (5EE PLAN) PRESSURE 51MP50N TITEN HD w PORGH/PATIO/LANAI TREATED BOTTOM 5GREW5 o 4'-0" O.G. 0 AND 12" MAX FROM 5LAB OR PAVERS PLATE a CL (5EE PLANS) END OF WALL r d 1�/y �/ ) All a � I PER MANUF. —I I I-1 I I I-1 I II , _ = d d u ` ° d = _ _ � 'Q III —III —III 1-1 11=1 I I=1 I I=1 11= —.111=1 11=1 11=1 11=1 I U? 111=III= 1=III III—III=111=III- '-11IEEII 111=III-1 d ___ 111—� 111-11 • A I I-111—I 11-11 I- =1 I I=1 11 —11 I-1 I I 111-111=1 11=1 I I III —I 11—I 11-1 I I J III-= I —I I III—III-111- _ �, ;— ' 1=1 m III I I d I —III —III_ W=1 11=1 11=1 I =1 11=1 11=1 11=1 I —III I 11= II I I III —III —III III— � �� Q —I I I —III —III —I I-1''- MONOLITHIG I -4 GLEAN COMPACTED "' 111 =1 I �- III FOUNDATION W/ (2) #5 T T T FILL o q5% STANDARD WI TH GONT. ON GHAIR5 1-�-a LO DENSITY AND TERMITE �e TREATED 2-5TORY: I -4 WIDE O 0 Z w/ (2) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND � WI-5TORY: I -0 WIDE ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A W/ (2) #5 BARS GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. sheet: d EXTERIOR OUT5W I NCG 4 56D POURED 51 LL5 DETAIL (,;; I NT. SEAR I NG WALL FOOTING DETA� I L WALL: MS Sc&M WS SDw 1