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f •. ki FILLED CELLS (SEE PLAN) v/AKHVC TOP YIEW @CORNER F -1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND m 4" GARAGE SLAB %— (SEE PLAN) 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z_ccx L az O _ GRADE 8" WIDE GONT. GONG. CURB #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 I III=1 = IIIi l' (SEE PLANS FOR LOCATION) I I , ; ,III —III —III —I - CLEAN COMPACTED TI =11 I= FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS ® 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS CURB DET�r I L�!�tt�6E 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) --� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) .d 'e "Q' PER MANUF. —I 11=1 I 11=1 11= i III —I I I —III e I I I —III —III —III_ I- ' I=� m III I d I —I I►—Ti- �r w 111 I I III —III —III III— ' =1 11=III=III=1 I 1—I MONOLITHIC GLEAN GOMPAGTED III =1 T- I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DEN51T`( AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WI NG 4 56D POURED 51 LL5 DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM, LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z< O GRADE -III—III- � -11I1111111 0 d .. � a e III —I III — III_ as ° II—III_I —I 1=II—III= ° IIIIIM =III- III 1) #5 DOWEL W/ 6" HOOK AT I a _=1 I -_I ALL VERT. WALL REINF. 1 1 11 I —III -III I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5ECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (5EE PLAN) SET IN SEALANT PAVERS (5EE PLANS) < III —III —III —I III —I 11=1 I I-1 11=_1 I' —11FriIII- � 1-111 a 111-111-111—I � 1— —=1III—I I 1=1 I I- -� — e _ III- I=1 I I I I—_ II I —I I F I=1 m III i t d I I —I I I —I 11- IIII III, -III„ "'-"' MONOLITHIC I I„I I III=1 I[ � � 111-1 GLEAN GOMPAGTED III- FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 8"x8" THICKENED SLAB W/ (U #5 GON I . TH 1 GKENED EDGE DETA I L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) � z I `t EXP JOINT 4 v m 1NAI SLAB R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d a d I —III —I a I —I I Ed I I - ea —III=III—� III —III —III_ II III III=1 1= 1) #5 DOWEL W/ 6" HOOK AT III=111- ALL VERT. WALL REINF. ' 111=III=III=1 111= (5EE PLANS FOR LOCATION) -� I III —III —III II GLEAN COMPACTED-1 I I -III - FILL o q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI PTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NM Yz" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) LU -, STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP $ PLT. BOT. 41. acd (2) #5'5 GONT. W/ 3" MIN. CLEAR 8 S UPLIFT CONNECTORS SUGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARAGE 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) seal: �.`` f R m ° % 0 F o .®�� ®� 0 r- aHam�&�J AN 1 9 2022 © copyright: Structural Engineering, Inc. om JCE w w z C7 c C" Z w a J Q Z= � QC) F— U t �- F- Eoc C/7 j � � mQE Q JZ � �W G Mo Y2 o y m` L W C N M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01- `I 7-22 REVISIONS: date: initial: 30" GROUT CELL SOLID _Z �Y d '\< I I I —III —III —III —I r� RADE _ I I —I 11=III—III—I I i =1 I I —III °° °� II —III —III —III I III —I 11- — III —II IIII=III_- Z -III-_ _ _- PVC,GHA5E SLEEVE TO BE I —III III —I I I i 1 TWIGE THE DIAMETER of II —III —III =- � =III —I III III —III —III I —III PROTECTED PIPE GLEAN COMPACTED 11 ;III 111 I l l l l FILL o 15% WI TH MONOLITHIG FOUNDATION (� STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS O 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH�rSE DET� I L 8 SCALE: NT5 Q C!? 0 L-d LL Q 3 Y2" GONG. SLAB W O z_ W/ WWF OR WIDTH PER ARCH FIBERME5H REINF. Q a OVER 6 MIL LU � I T VAPOR BARRIER } z v! e O � Uj 4jjd�� " v z n V MIN m �— all 8" (2) #5'5 GONT. O CL 0Z 5LAB RECESS AT 5HOWER sheet: SCALE: NTS SCALE: NTS SD-1