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FILLED CELLS (SEE PLAN) 4" 6ARA6E i TOP VIEW @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F -1 T GONG. OR PAVER 6ARA6E WALL b.° 4 - - - DRIVEWAY I-- BEYOND _ _ III=III-1I1=1I1= 0 6RADE I I —III —III —III —I m -�-, =1 I MI 1 1= I III I I —I I I —I I I —I I /-6ARA(5E SLAB - -I I I —II —� I I —III < 1=1 I I —I I 1=1 11- m 4„ (SEE PLAN) —I I I I I m I l l II I I III I I I III I I I III- �— G A • d — I I —III —I i 1= 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE ® 6ARA6E DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL 11 zx a3 O . GRADE =1 I 1=1 11= d —1 I M1-� Q '—I I I- v ' 1=11 I- - e . . 111=i11' I) #5 DOWEL W/ 6" HOOK AT -_ _-III=_) I ALL VERT. WALL REINF. ' 11 I I I I —III -III -� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED i III III -III I I I= —III..—i 11 FILL ® 95� WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG SECTION IN/ BLOCK DETAIL SCALE: WS 8" WIDE GONT. GONG. GURB 8" GMU BLOCK - BEYOND EXTERIOR DOOR w GARAGE SLAB MTL. THRESHOLD } (SEE PLAN) SET IN SEALANT e PAVERS (SEE PLANS) r.e `rl= —III—�I 111—�I I- IIIII '-1 I IJill III -1 I — I I 1-111I) #5 DOWEL W/ 6" HOOK AT 1=I _ 11- II=1' =-( ALL VERT. WALL REINF. III=� I III=11� - III I I (SEE PLANS FOR LOCATION) - GLEAN COMPACTED III FILL ® 95% 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 BARS G�4R GE CURB DETAIL a 5 SCALE: � R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III=III—III—� _ I- `' MII II I I M.III=III- a .. I —I I I=III- :, - - -„� I �=III=III=III=1 I-1'' MONOLITHIC GLEAN GOMPAGTED III =III= III FOUNDATION W/ (2) #5 FILL ® a5% 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 BAR5 DENTRY DOOR DETAIL SCALE: �rrS rATO/PORGH/LANAI ISLAB EE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. (DITHICKENED EDGE DETAIL SCALE: � 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) oz �i EXP JOINT — V m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) �' e a" b l—III—III—I I I 4 1—III—III—III—II :' —III—III—III-I I � ,. I�III��IIIII�IIIII; I' '.I I=1 �H1 {I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. 1=III=III=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® 95% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL WAX: WS Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN ® 5TUD TOP 8 PLT. BOT. d.. ..Q ° °. e d C) <a e 16 G . (2) #55 GONT. W/ --/ „ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARA&E STEP DOWN DETAIL SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID ;e <c L L az) O BADE I I I=111=I I I=I I I- z 1 4= PVG CHASE SLEEVE TO BE �i III -III e. III-_ III -_I TWICE THE DIAMETER OF o I IIIIIMI I I =—I 11=_I I PROTECTED PIPE III 11=III=III _� 11 GLEAN COMPACTED I I ,III IIII (-III i 111= —III..-11 FILL ® 95% WI TH %_ MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH��TS DET�r I L S SCALE: A. " e 11—I 11- Al b°. R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: � a' do 7 24 is o Z-pe A E OF �AN IO n .. y , © copyright :1�ULH�f�Fhjh'E�P�M structural Engineering, Inc. 0 CD Z mi cc W W Z_ N g t!7 Z W + CL < cr_ Z � Q cam.,, C..7 t Q JQ W~ � C -!0Q$ � a a j Jz Z 1 ¢g �E 0 y W m cm N W c�M C. M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 0 1- 1 8-2 2 REVISIONS: date: initial: d Q �i 0 6" GMU BLOCKLL BEYOND R4.1 FI-FOIL OR EQUAL '~ O EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER Ld (f MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAN) 3Y2" GONG. SLAB WIDTH PER ARCH i i 1 "'''' Z PORGH/PATIO/LANAI w/ WWF OR FIBERME5H REINF. , LU L-� 0 SLAB OR PAVERS (SEE PLANS) OVER 6 MIL VAPOR BARRIER } a v 1 PER MANUF.. '. —I I M I e 111-111=111— I I=1 11= a e e d —III—III OL H I I a III —III —III —I I- < ° e- . , e s r—•r 'Q '—III—I III —I I e` e e I-111=1 I I —I I t� a . b ° e a e MI 11=1 I I- v III —III— m w 411 w 11I �=1 11-� GLEAN COMPACTED � � � 1 I I _I I �= I �' 'MoNouTHIG FOUNDATION W(2) #5 S" MIN 8" m (2) #5'5 GONT. z J OD I— FILL ® 95% STANDARD WI TH GONT. ON GHAIR5 U) �4 DENSITY AND TERMITE 1 TREATED O '< Z 2-5TORY: 1'-4" WIDE n 0 w/ (2) #5 BARS LL 1••�-� J J1-STORY: I'-0" WIDE W/ (2) #5 BAR5 sheet: EXTERIOR OUTSWI NG 4 SW POURED SILLS DETAIL SLAB RECESS AT SHOWER SD-1 SCALE: NT5 SCALE: WS