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PILLED GELL5 (SEE PLAN) pit� UtAt<rAvc "IN, TOP \/IEA @CORNER F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND d 6ARA6E SLAB m 411, (SEE PLAN) 16"x8" THICKENED =1 E06E W/ (2) #5 GONT. a 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ FOUNDATION DOWEL ILU 6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) SOLID Z Q e d. O GRADE —III=III=III=1 _ _ III I I I=1 I t III —I I I I I —I I IA I II=ICI=ICI—ICI- o 7=;III- —I I III-1 I —I 1I- I=1 � I- III = 1) #5 DOWEL W/ 6" HOOK AT _� = 1 = 11=III ,I ALL VERT. WALL REINF. III —III _ IIII I I (SEE PLANS FOR LOCATION) I �=1 I I III —III —I _ GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS � G,�R�G1= CURB 171:T,� I L SCALE: NTS 8" GMU BLOCK� BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d' PER MANU ' —III—III->Y I —III III—III-1 I I=1 I I- ' �'—III-1---a III I I I I —III —III —I 1I- '—I I I--_ 1=1 I° III —I 11-1 11 _ ' 1-I m III a I I —I I I —I I 11-1 I_ III—L I I— m LU III I I III III=III-III_ ' 11—wMONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5AIN6 15G0 POURED 51LL5 DETAIL SCALE: NT5 �;, t: • �' seal, NO $ 4 S ,0.T E OF Ja'; n Rt,° 4 22 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL )V2" GYP. BD. EA. 51DE ©copyright : A61M LP structural Engineering, Inc. '. OVER 3/4" FURR STRIPS OF 2x4'5 ® 16" O.G. -PER BUILDER (1) #5 VERT. FROM FT6. TO y2" J-BOLTS 6" FROM EA. � CD BOND BEAM. LAP N/ HOUSE SLAB END OF WALL AND Z FOUNDATION DOWEL MIN. (SEE PLAN) SPACE ® 32" O.G. ac 30 6ROUT CELL 50LID z 2" (6'' MIN. EMBED) WJ = Z CM- STUD PLATE TIES PER o = T. PT B PLAN STUD rnr • � .� O®5 DTOP��Icz d ,. } PLT. BOT. w = III-1 I I-1 I I-1 I I=1 0 6RADE d a I I=III—III=III ,III _ d °° e _ ATIO/PORGH/LANAI SLAB - ° ° III-1 11= rY I I ° 1—III—I—' 111 I—I_I - I I 1=1 I I 1=III=1 1=III- (SEE PLAN) U =1II— II ° ° 11I-111 =1I1= # �� ° � � E F—I W I— ° 11 _ 1) 5 DOWEL W/ 6 HOOK AT GRADE 1-111 1- _ . — =1 I I—� I ALL VERT. WALL REINF. - — — — -c ' 1 I 141 III —III —III —I =1 I- — ° , a — —_ —_ _ (SEE PLANS FOR LOCATION) -III=III=1 I L I I=1 I I III=1 111 h` —+ m —IIIIII— � _ _ __ — � (2) #5 S GONT. W/ GLEAN COMPACTED I 1=1 I I=� !' I_ II I II = _ =III-11 I-1 I 1=1 I li_. 3° MIN. GUAR FILL ® q5% MONOLITHIC FOUNDATION - I 1I I III-11I-111=1 I=III C STANDARD DENSITY WI TH W/ (2) #S GONT. ON CHAIRS 8"x8" THICKENED III, I II I II II it I ,11-1 I I— mi Z .2 o SLAB W/ (I) #5 GONT. � W y °O G oco 2-5TORY: 1'-4" HIDE N/ (2) #5 BARS UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND M c. 1-5TORY: 1'-0" WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A cc W/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE - WILL BE SPECIFICALLY NOTED ON PLAN. MF��N =GT (ON W/ BLOOK 17 T I L TH I GK1 N1=17 1 �?G1 D1sT ILIV G, RAGE 5T1=P DOWN DETA I L SCALE: NTS WALE: NTS M&K project number: 068-2001 1 project mgr: JSB drawn by: BC 8" GMU BLOGK 8 GMU BLOGK R4.I FI-FOIL oR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: R4.1 FI-FOIL OR EQUAL 3 0�� 2 BEYOND 3 (I) #5 VERT. FROM FT6. TO OVER 3/4" PURR STRIPS OVER /4 FURR STRIPS OVER /4 FURR 5TRIP5 BOND BEAM. LAP N/ -PER BUILDER EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. -PER BUILDER (1) #5 VERT. FROM FT6. TO REVISIONS: MTL. THRESHOLD HOUSE SLAB 30" GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP N/ = HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI (SEE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: SLAB OR PAVERS 50" 6ROUT CELL 50LID 02/22/22 D.1R PAVERS (SEE PLAN) (SEE PLANS) — ° FRENGH DOOR REVISION A I �,DE =111=111—III , —_— — °. a ° I=1 I I=1 I 1=III=� 11.— _ III —I I I_I I I —III _ IE � 1=1 1=1 1- ' -1 I-= I —I I III=1 I I=1 I- �xP JOINT U III —I I I I=1 I=1 I I=1 -I 11—I I I —I I- I, m III I I d I-1 I I=1 I I- m l-1 I d d= I I-1 I I I =-=PVC CHASE SLEEVE TO BE I �E I — 1=1 1 ; _ ° 1== - 1) #5 DOWEL W/ 6" HOOK AT _ �i III=III- a. III=III .I TWICE THE DIAMETER OF �� I I _ — I I-1 — — — 111=III- ALL VERT. WALL REINF. O I —I I —1 III=III=III III MONOLITHIC ' 1 I I I=1 11=111=I III (SEE PLANS FOR LOCATION) I I I III I I I=I 11=1 11 —�� 1 I PROTECTED PIPE Cz' , .1 I 1-1 11 III— -III- FOUNDATION W/ (2) #5 GLEAN GOMPACTED I I=1 11-1 I I GLEAN COMPACTED GLEAN COMPACTED I I I=1 I I=1 I MONOLITHIC FOUNDATION FILL ® 15% WI TH MONOLITHIC FOUNDATION FILL ®q5% STANDARD WI TH GONT. ON CHAIRS FILL ®q5% WI TH DENSITY AND TERMITE STANDARD DENSITY W/ (2) #5 GONT. ON STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS �_ �� CHAIRS TREATED �� 2-5TORY. 14 WIDE 2-5TORY: I -4 WIDE 2-5TORY. 1�_4 WIDE Q N/ (2) #5 BARS N/ (2) #5 BARS N/ (2) #5 BARS 1-5TORY: I'-0" WIDE I -STORY: 1'-0" WIDE 1-5TORY: I'-0" WIDE W/ (2) #5 BARS N/ (2) #5 BARS N/ (2) #5 BARS O 6 ENTRY HOOK v T I L .� 1 XTI 10R 11A11. PORCH/10AT 10/LANAI DITA I L 8 GH S 1�IT,� I L SCALE: Nr8 SCALE: NT5 _ scaLE: NTS n 1' 4" UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. @�INT 1ARI NG 11A11 1O0T I NG 11ETA I L SCALE: NT5