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FILLED CELLS (5EE PLAN) IJVV rNIN1..rN F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB In 4: I_ (SEE PLAN) I6"x8" THICKENI E06E W/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OL11 Z� f 7— (z O _ GRADE —I I 1-111- IY 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I I 11=1 0 GRADE —I III —I I —I I 1=11 i- e ad '° 1—I I —I 11=1 11=1 `Y' =1 I I=1 1= c III o —III— `' I I I III —III —III- —I I m l l l III ° I —III_ 1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. 11 111=III=111 1 I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ®q5% Hill —11_I MONOLITHIC FOUNDATION STANDARD DENSITY TH WI W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" WIDE GONT. GONG. GURB 8 GMU BLOGK— BEYOND EXTERIOR DOOR /,,n 6ARA6E SLAB MTL. THRESHOLD (5EE PLAN)SET IN SEALANT 4 d III —III III —III PAVERS (5EE PLANS) e � III —III III —III —III —III —III —III —III-' ' '=1 I I=1 a W El I lei ii (U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� I III —I 1-- IIII I (5EE PLANS FOR LOCATION) =III —III —III —I - GLEAN COMPACTED 11"' III=I I I= FILL ® 15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4" WIDE W (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS GA�t6E CURB DETA I L SCALE: 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —III-1 I I-1 I1 I I I —III- (Y I —III ° III —III —III —III_ �—III—I � III —I I I I —III —III —I I I e ° i_I m III ° d I Ed I 1=1 I LU m y I I I I III —III —III I � I— Ill 1=1 II I 1—'''- MONOLITHIC i lII F UN I N W/ (2) #5 GLEAN COMPACTED —11 I= O D AO T FILL ® 15% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 4 561; POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) � d � —I 11 a III=1 � III=11 e II=III= Wil ICI I� MONOLITHIC 71TIM III III=III 1—� FOUNDATION W/ (2) #5 GLEAN COMPACTED — FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED ��2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DODR DETA I L 6 SCALE: NTS 8"x8" THIGKENED SLAB W/ (U #5 GON 1. DTHIGKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I I EXP JOINT v en �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) = _ 1) #5 DOWEL W/ 6" HOOK AT III=III ALL VERT. WALL REINF. =III=III= \_MONOLITHIG (5EE PLANS FOR LOCATION) GLEAN COMPACTEDFILL ® q5% FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL R SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) —�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. a e ° O d. • ° ° d (2) #5 5 GONT. W/ 8" 8" 3" MIN. CLEAR UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJE6T TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" 6ROUT CELL SOLID z Q d ° d ° ` o 41 .RADE ° I � I I —III —III —III III —I —III —III —I 1 ° AII1=1II-1II-1Il e° e° I1=1II—II1=1I1= III=III- — =1 I Pi III —III III=III=� — PVG CHASE SLEEVE TO BE _ e TWIGE THE DIAMETER OF 0 11=1II—III—= _ =III —II ' III III —III —III =I I 1 PROTECTED PIPE GLEAN COMPACTED 11 FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY W1 TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 HE DETA I L 8 SCALE: NT5 seal: y W 77824 � '4 STATE OF •. �ORiOP'�� © copyrighM;V � �\ StruAurgineering, Inc. z z JLU w W Z o '— z W Q Z= � Q � UJ cry E � = 00 E Q J— > 1 a Z DW p -0o Y aP o y 2 W M C N C CM O. M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 05-28-2 `I REVISIONS: date: initial: 1 JUN U I zuz1 sheet: Ar Z d 0 J LC. J W N � Ca z � o n � a Z0 J � U Q- N to C� ~ Z J J SCALE: NTS SDml