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FILLED GELL5 <br />(5EE PLAN) <br />v�rcHVC <br />.....r•, is �.:.: <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL SOLID <br />F <br />GONG. OR PAVER I 6ARA6E WALL Z <br />DRIVEWAY j— BEYOND <br />dzJ <br />(5EE PLAN) AB <br />16"x8" THICKEN <br />E06E W/ (2) #5 <br />GONT. <br />THICKENED EPEE @ GARAGE DOOR PETA I L <br />SCALE: RM <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6.— <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />5OL11 <br />Tz X <br />L <br />co O GRADE <br />__III —I <br />o � _III-� <br />_ 7 I —I m <br />8" WIDE GONT. <br />GONG. CURB <br />w <br />GARAGE SLAB <br />Cz <br />} (5EE PLAN) <br />d ° d <br />d ° d III —III <br />e IIMIII—III <br />11=111=1 I I— <br />d d° I I-111-111—I I I <br />III -1 I 1-1 1I- <br />=I=1ii �I) #5 DOWEL W6" HOOK AT <br />I=III-1 ALL VERT. WALL REINF. <br />III_-1 111—I11-- III—� (5EE PLANS FOR LOCATION) <br />I I —III —III —III —I - ''' <br />GLEAN COMPACTED III —111— I <br />FILL o q5% WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS <br />�12-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />(D�!�tt&E GURUi7ETAIL <br />8" GMU BLOGK--, <br />BEYOND <br />EXTERIOR DOOR— <br />MTL. THRESHOLD ---\ <br />SET IN SEALANT <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(5EE PLANS) ---\ <br />J <br />m <br />GLEAN GOMPAGTEDJ <br />FILL o q5% STANDARD <br />DEN51TY AND TERMITE <br />TREATED 2-5TORY: I'-4" WIDE <br />w/ (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />EXTERIOR OUT5AI NG I$ 56D POURED 51 LL5 17ETA I L <br />:R MANUF. <br />,II_I <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />mtV� <br />MONOLITHIG <br />FOUNDATION W/ (2) #5 <br />GONT. ON CHAIRS <br />d d <br />GRADE <br />17 I I. <br />I I —I I ° —I <br />Q I I II I mll l 111 °, d. III= <br />R4.1 FI-FOIL OR EQUAL <br />OVER %-' FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />=III— d III 1i'=I—i1) #5 DOWEL W/ 6" HOOK AT <br />=IALL VERT. WALL REINF, <br />(5EE PLANS FOR LOCATION) <br />-III Illllllllli III- <br />GLEAN COMPACTED <br />FILL o q5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />SOOTING SECTION W/ BLOCKG OETAIL <br />SCALE: NTS <br />8" GMU BLOGK— <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />SET IN SEALANT <br />PAVERS <br />(SEE PLANS) <br />R4.1 FI-FOIL OR EQUAL <br />OVER !Y4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />1 1 I —III <br />—I <br />111=I <br />I I <br />—I I MI I <br />9 <br />I I <br />I —III —III —I I I= <br />a <br />< ° <br />I I-1I_I=1I1=111- <br />III <br />—III —III- <br />` d <br />I1=1I1=1II_ <br />11-III- <br />I� �I III III MONOLITHIC <br />GLEAN COMPACTED " 11 —11 �_ I I FOUNDATION W/ (2) #5 <br />FILL o q5% STANDARD WI TH GONT. ON CHAIRS <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />ENTRY "OOR �7�T�r I L <br />6 SCALE: NTS <br />3 Y2" GONG. SLAB <br />W WWF OR <br />FIBERMESH REINF. <br />OVER 6 MIL. <br />VAPOR BARRIER <br />4" <br />Mir <br />8:: 8:: <br />WIDTH PER ARCH <br />IY -. <br />vX <br />n <br />(2) #5'S GONT <br />5LA5 RECE55 AT 5HOWER <br />SCALE: NTS <br />N <br />w <br />Q <br />PATIO/PORCH/LANAI SLAB <br />(5EE PLAN) <br />8"x8" THICKENED — <br />SLAB W/ (1) #5 GONT. <br />DTH I CKENEO EP6E DETAIL <br />,�: NTS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT5. 1 <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />5LAB OR PAVERS <br />(SEE PLAN) <br />z <br />d .d <br />EXP JOINT <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />d'. <br />I —III —I <br />a a I —III —III <br />=1 I I—III=1 <br />� �1111111111 i I <br />#5 DOWEL W/ 6" HOOK AT <br />_ III=) 11= ALL VERT. WALL REINF. <br />III—III=111=I III= (5EE PLANS FOR LOCATION) <br />71 GLEAN COMPACTED <br />FILL o g5% i r11111=III—III' <br />III-111— MONOLITHIG FOUNDATION <br />TH <br />STANDARD DENSITY WI W/ (2) #5 GONT. ON <br />CHAIRS <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/FATI C/LANAI PETA I L <br />SCALE: NTS <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'5 ® 16" D.G. <br />Y2" J-BOLT5 6" FROM EA. <br />v END OF WALL AND <br />5PAGE o 32" O.G. <br />2" W' MIN. EMBED) <br />LU <br />STUD PLATE TIES PER <br />} PT BOT. PLAN ® STUD TOP 4 <br />PLT. BOT. <br />vd <br />(2) #5'5 GONT. W/ <br />3" MIN. CLEAR �' S <br />UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 51JBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE <br />WILL BE SPECIFICALLY NOTED ON PLAN. <br />16ARA6E 5TEP DOAN DETAIL <br />SCALE: NTS <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO — <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN, <br />30" GROUT CELL 50LID <br />zX <br />a� O RADE <br />' III=III=III=111= <br />0 <br />GLEAN COMPACTED <br />FILL o q5% <br />STANDARD DENSITY <br />GH,�SE PITA I L <br />8 'NTS <br />R4.1 FI-FOIL OR EQUAL <br />OVER 9/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />e < d 'III —III —III —III <br />II —I I I—III—III-1 I <br />I-III-11 I -III-'' <br />PVG GHA5E SLEEVE TO BE <br />TWIGE THE DIAMETER OF <br />PROTECTED PIPE <br />WI TH MONOLITHIC FOUNDATION <br />W/ (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BARS <br />®�\N11111111111j� <br />seal: � G. r <br />_® 4 ®_ <br />• <br />e <br />© copyright: Pftjl]'a <br />Structural Engineering, Inc, <br />Oil <br />JLU <br />w <br />w <br />Z_ c <br />CJ <br />Z <br />w a <br />cc r' <br />Z= QU <br />F— <br />�� t E <br />WF— w <br />W <br />0° E <br />4C Q • <br />mi Z <br />W Y � <br />p o� <br />y m L6 <br />W o N <br />ac CM Cl <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2- `j 4-21 <br />REVISIONS: <br />date: initial: <br />J <br />d <br />h <br />W <br />Z <br />O <br />H <br />d <br />O <br />Z <br />0 <br />LL <br />sheet: <br />Q <br />O <br />J <br />W <br />O <br />z <br />a <br />a <br />LO <br />Q <br />O <br />o�coF <br />Q <br />�z <br />J <br />J� <br />SCALE: NTS <br />SDml <br />