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a FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKER EDGE W/ (2) #5 GONT. 8" GMU BLOCK v/-Nr<^vr- TOP VIEW @ CORNER F —1 6ARA6E WALL BEYOND GARA6E SLAB 411, I(5EE PLAN) THICKENED EDGE @ GARA&E DOOR DETAIL SCALE: NTS 8" WIDE GONT. (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11 z< cSJ O 6RADE =1 I =1 11= c� I=1--_ I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 1 I I=� 111=1 I IIII (SEE PLANS FOR LOCATION) — CLEAN GOMPAGTED 111 =III= I l © 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 G,�R�rGE CURB DET� I L 5 SCALE: NTS S" GMU BLOGK-----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ----\ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PER MANUF.Ktv _ —II sI1—II1111: —III—III- I I I— 5I I 111-111-111 _ 15111=1 11- m y 1 I I I I —III —III —III III—_ ' =1 11=III—III=1 I —I'' MONOLITHIC GLEAN COMPACTED 1 I 1 =1 I �= I 1 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: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WING 4 56D POURED 51LL5 DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX 7-7- a3 O GRADE '-1 I I I I IE I � I I O d - d". e III —I II=III= L I —III —I —III—I 11= ° III —III —I 4 =III —III_ R4.1 FI—FOIL OR EQUAL OVER 3/4" FURR STRIPS —PER BUILDER HOUSE SLAB (SEE PLAN) ' I=1II hili lU #5 DOWEL rU 6" HOOK AT VERT. WALL REINF. 11 I I I —III —III —� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED _III—j1 FILL o q5� WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS POOTI N6 SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) < .a .d 04 I I M 11=III—I 11= III—III—III—III-1 =1 11-1 I r'cY I-1 I I I I I 11-11 Fd 11—' ' �'—III=1--� III —I I I I—III—III=1 I I— —I II III —I 1I=111— 1=1 m III I I d I I —I 11=1 11- II II—IlkII1-1I1- 'III MONOLITHIC 71 GLEAN COMPACTED 1 I I =III= 11' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED �12-15TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DDOR DETr� I L 6 SCALE: NT5 3 Y2" GONG. SLAB w/ WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER a: 4" 8' BMIN WIDTH PER ARCH cx —� v m —(2) #5'S GONT 5LAB RECE55 AT SHOWER 0 w PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. DTHICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z t� �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d . =1 I I —III 111= a � I—III—III—III—� III —III —III ; � ' d e a l I —III —I I I�� Q —III=1 —_ 1) #5 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. ' III —III —III —I I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED -I I i I I I—III=III, , .I I III=III— MONOLITHIC FOUNDATION FILL o 15% STANDARD DENSITY WI TH W/ (2) #5 GONT. ON 'I CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/FATIO/LANAI DETAIL SCALE: NM Y2" 6YP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) w x STUD PLATE TIES PER PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. a a a,, d.. (2) #5'5 GONT. W/ —/ „ 3" MIN. GLEAR I [8 8 UPLIFT G0NNEGTOR5 SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. !�tt�(5E 5TEP DOWN DETA I LS 8" GMU BLOCK R4.1 FI—FOIL OR EQUAL OVER 9/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) seal: a 76 p,T 0 r - JAI 19 pig p�rQ� © copyright : MULHERN & KULP Structural Engineering, Inc. oz Z J� w W Z CD � rn Z a w J t` Z Q �— U - Q. tm UJcry a J'= Q • cl) o Z W Y CO 2 o m y L6 W C j cc IV I M&K project number: 068-2001 1 project mgr: J,SB drawn by: DJ R issue date: 01- `j 4-2 2 REVISIONS: date: initial: 30" GROUT CELL SOLID d O RADE I I —III —I I I_I I I —I "' Ill-III=III-III a 11=III—III—III-''' z '—III= — PVG CHASE SLEEVE TO BE � III=III III=III=� TWICE THE DIAMETER OF —' ' i I III III —III III I —III- PROTECTED PIPE 11-1II III-1I1=1I1= M GLEAN COMPACTED III= L. a FILL o 615% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS O I -STORY: I'-0" WIDE W/ (2) #5 BARS GH,�SE DETAIL S SCALE: NT5 m J J � W W � a 0 Z 2 O F-4 � Z o O z o.. 0LL 0 sheet: 0 LL LO z x i'LL W I< ``f? U 0) LO 0 Z J SCALE: NTS N SD-1