36842 Yesler Dr - Laserfiche WebLink

Browse Search

k I6"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OLID cz_c�c L L e� O 6RADE 1 I1=1 11=0� o -,_II I I cn I I I=Jt} ' (I) #5 DOWEL W/ 6" HOOK AT _ II— 1=III—I ALL VERT. WALL REINF. III —I III=III=— III Ill- ,, - I' (SEE PLANS FOR LOCATION) I —III —I I I —I GLEAN GOMPAGTED III =III -I I' FILL A q5% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: II -4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS G�R�rGE CURB DETAIL SCALE: Nrs 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 (5EE PLAN) PER MANUF. a III-1 I I I=1 I II s 11 I —I I I-111— I I, , '=1 11=1 11= d I-1 I I 11 M I M I I —I 11- —I 11=1 III —I I El I M I 1=1 1I- '—I III—III=I I I- _ I=I m III I I El I I —I I IF m y I I I I —I I I_I I I —III III— I=1 I I —III —Ill —I I—�'' MONOLITHIC GLEAN COMPACTED III =I I �_ I I' FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD 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 OUT5WINCG 4 SGD POURED SILLS DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� dJ O GRADE =1 I I=1 11= d l IIIIIII`'I 4 4 . II —III_ .4 II —III —I _e IIIIIIIII11111 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 I I I I—III=III _� I I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ® 1CM WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG SECTION & BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) a Fm ' III —III —III —III • III—_III—_III—_III_I i— — - - -III—III->Y I —III e III=III—III=1 ''—III=1-� III —I I I —III —III —I I I- I- `' I —I II III=III — I I I- I=1 m III I I 4. 1=1 I I —I I I- I1=1I— I I I-1 I1- "' 11'='—�"'I 1—MONOLITHIC ilII—I FOUNDATION W/ (2) #5 , GLEAN COMPACTED FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET I L 6 SCALE: NTS 3 Y2" GONG. SLAB w/ WWF OR FIBERME5H REINF. w OVER 6 MIL. QC VAPOR BARRIER > m� 8 8 (2) #5'S CONT. THICKENED SLAB @ RECESS DETAIL ATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. DTHICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI—A SLAB OR PAVERS (SEE PLAN) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e e I —III —III —III a I —III —III —III —II II 1—I I II=1' 4 11=111—III_I' =1 11=1 1 = 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. -111=III=1 I III= (5EE PLANS FOR LOCATION) -I II III —III —III , I I GLEAN GOMPAGTED I —III -III— ' FILL ® g5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON ' CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/FATIO/LANAI DETAIL SCALE: NTS Y" GYP. BD. EA. SIDE OF 2x45 A 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE A 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PERPT SOT. PLAN A STUD TOP 4 PLT. BOT. (2) #5'5 GONT.3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR 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. GARAISE STEP DOWN DETAIL SCALE: RTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_ L m Ill l_I=III=III= _ =11_I=III Z '—III— PVG CHASE SLEEVE TO BE MI I M I I IFEIIlGLEAN COMPACTEDFILL ® g5%STANDARD DEN5ITYH>45E �rILALE,NTS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURRSTRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) TWICE THE DIAMETER OF eF, MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS ,�%seal: . •OU, . O 1A ONcopyright: MULHNAstructural EngineennML ozZ.J cc wLLJ 09 Z <Zw aF-- U A R- cc yQ >A Q I— _J Z:oWp o y 2 mWCn M O.1wr M&K project number: 068-20011 project mgr: JSB drawn by: DJR issue date: `j`[-`j 8-2`j REVISIONS:date: initial: WW0 0 0Z 0 z n. oLL sheet: 0 J LL W z x TTitWWJ U) 0 Z J J SCALE: NTS SCALE: R% SD• 1