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FILLED DELLS (SEE PLAN) vHKHvc @CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARAOE SLAB m 4" (SEE PLAN) a . -1 11—III—III—III—III—III—III=111' 16"x8" THICKENS =III —III —III —III —I I I=III—I I I; EDGE w/ (2) #s —III—III=1 I I=1—III—I 11- GONT. 11.1 III � 11= III=1 1=1 1=i _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 50LID X cZ L x a� O GRADE III=111- C) III -_ 8" WIDE CONT. GONG. CURB W 6ARA6E SLAB F(SEE PLAN) d •° _ III I I I— —III—I ` Ili —III —III— ` III ..III-111- =)I—I) #5 DOWEL W/ 6" HOOK AT _ I —_ —III—I ALL VERT. WALL REINF. 111=� I III —III=— III1 I (SEE PLANS FOR LO(,ATION) II —III —III —III —I - GLEAN GOMPAGTED III =III= I I FILL ® 95% WI TH MONOLITHIC FOUNDA HON STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS t G��t6E CURB DET� I L SCALE 8" GMU BLOCK---. BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPE -PER BUILDER HOUSE SLAB (SEE PLAN) PER MANUF. �—III—III-� I —III ° III —III —III —I � I_ I- �—III- 1=1 m III I I I —III —III= v =1 _ III —I 1= m w =I 11=1 I I 11=1 C/_ 1 I I I I —III —III —III III—_ ' 1-1 I I=III=III-1=� MONOLITHIC, GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSWI NG 4 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID _z Q a ° dJ O GRADE m =1 I —III— I III III —I I� I I I —I I l a I —III —III= o I- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III I I —III —III I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ®G5% MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 POOTI NG 5ECT1 ON IN/ BLOCK DETA I L SCALE: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) III—III -cY R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° d � ° III —III III_ III III=III—� g III—III—III—� 11= ` II —III —III —III- ° ° lII—III—III- - • I li i iIIIi i iII1_ '71 1 'III III III' 1 MONOLITHIC III =1 I �= I i' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED FILL o 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS EA NTS 8"x8" THICKENED SLAB W/ (U #5 GON 1. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z l Cr c EXP JOINT v m \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d ° • d ° I III —I d °° —III—III—I ° III=III—III= ° II=1II II1=1 1) #5 DOWEL W/ 6" HOOK AT _ III=III- ALL VERT. WALL REINF. ' I III—III=III—I I III= (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 1 I1 i I =III- FILL o 95% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I -4 WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. SIDE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" 66" MIN. EMBED) LU Fy x STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP 8 PLT. BOT. a ° d • d (2) #5'5 CONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30' �5ROUT CELL SOLID •X c_Z L a� O BADE 17TI III- d d III- `° IIIIIII R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III —III CHASE SLEEVE TO BE ' I III —III III —I 1=1 TWIGE THE DIAMETER OF O I �� III —III---_—= III —_I I PROTECTED PIPE I I III III —III —III � —� I I GLEAN GOMPAGTED —III__II FILL o �15% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GHSE DETA 1 L 8 SCALE: NT'S seal; q`e IT E G © copyright : MULHERN & KLiP f i E i structural Engineering, Inc. o z_ . m W w Z c C7 � Z w a J CID Q .n (3= Z=CS � � a c _ CM oc UJ► - a) cry a � m E =a > mi Z o LY Y op oC9 y m to LU C N cc Ch n MF M&K project number; 068-2001 1 project mgr; J S B drawn by; DR issue date; 09-29-'2 1 REVISIONS: date: initial; sheet; C�•P" cri t d Cl O J U. L1 O z 2 a f) w a w J a U � = ago p z J J SCALE: NTS SD-1