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FILLED GELL5 <br />(SEE PLAN) <br />4" GARAGE <br />" TOP YIEW <br />@ CORNER <br />GONG. OR PAVER GARAGE WALL <br />DRIVEWAY BEYOND <br />L —(SE PLAN) AB <br />I6"x8" THICKEN <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDGE @ GARAGE DOOR DETAIL <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT GELL <br />SOLI -A <br />zc�c <br />L <br />O . GRADE <br />1z! , 11Illi- v <br />8" WIDE GONT. <br />GONG. GURB <br />w (5ARA6E SLAB <br />(SEE PLAN) <br />> F <br />• r7ill <br />1 �1°�- <br />1=lii {I) #5 DOWEL W/ 6" HOOK AT <br />—III=1 ALL VERT. WALL REINF. <br />i i 1_1 III I I (SEE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED --� <br />FILL o q5� " <br />WI TH MONOLITHIG FOUNDATION <br />STANDARD DENSITYI W/ (2) #5 GONT. ON GHAIR5 <br />-52 TORY: 1'-4" WIDE <br />W (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />&LARAGE CURBDETAIL <br />: NTS <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 />(SEE PLANS) ----\ <br />d <br />J <br />v <br />m <br />GLEAN GOMPAGTED-/ <br />FILL o q5% STANDARD <br />DENSITY AND TERMITE <br />TREATED 2- TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'4' WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR OUTBWING $ SOP POURED BILLS DETAIL <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />d - <br />:R MANUF. _III-1 I I I=1 I II 1 <br />•'—�- III —III— I I_ I I,_ <br />III=III=ITI=_III. <br />I I —I I I —I I I=1 11 <br />° lII—III—III- �' <br />d 1111111111111= m � <br />=1 I I=III�1 I I-1 MONOLITHIG <br />:III =11-1 I' FOUNDATION W/ (2) #5 <br />HIQTH GONT. ON GHAIR5 <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />50" GROUT GELL 50LID <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />1=1 I I 111=T� 1) #5 DOWEL W/ 6" HOOK AT <br />--- _—III=I_T ALL VERT. WALL REINF. <br />(SEE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED <br />FILL o q5% HI TH MONOLITHIG FOUNDATION <br />STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 <br />��2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />FOOTING SECTION W/ BLOCK DETAIL <br />SGAL.L: NTS <br />8 GMU BLOGK— <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />SET IN SEALANT <br />PAVERS <br />(SEE PLANS) <br />GLEAN GOMPAGTED-'FILL A q5% STANDARD <br />DENSITY AND TERMITE <br />TREATED <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />• I � I —III —III_ <br />• I C I —I � I —III —I <br />e III —I � i—III—I I I- <br />-LI l III--111 <br />° i 11-1 I I —I I I- <br />` d T�� <br />=III_111111- <br />1 MONOLITHIG <br />FOUNDATION H/ (2) #5 <br />HUTH GONT, ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'4' WIDE <br />W/ (2) #5 BARS <br />ENTRY DOOR DETAIL <br />6 SGAL2: NT.3 <br />8"x8" THICKENED <br />SLAB W/ (1) #5 GON:. <br />THICKENED EDGE DETAIL <br />3 WAL M NTS <br />8" GMU BLOGK <br />(1) #5 VERT. FROM FT6. T <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />5LA13 OR PAVERS <br />(SEE PLAN) <br />1=1 OL <br />EXP JOINT -4 v <br />1NA1 SLAB <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE 5LAB(SEE PLAN) <br />= 1) #5 DOWEL H/ 6" HOOK AT <br />III TI I- ALL VERT. WALL REINF. <br />1 I III=1 IEEIII=) I III= (5EE PLANS FOR LOCATION) <br />GLEAN GOMPAGTED _I �� i IIIII I I l I1iII II I I , .I 1 <br />FILL o q5% MONOLITHIC FOUNDATION <br />STANDARD DEN51T'Y WI TH 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 BARS <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />WALE: RM <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'5 ® 16" O.G. <br />Y2" J-BOLT5 6" FROM EA. <br />END OF WALL AND <br />5PAGE o 32" O.G. <br />2" (6" MIN. EMBED) <br />LU <br />—�, STUD PLATE TIES PER <br />y PT BOT. PLAN o STUD TOP d <br />PLT. WT. <br />G °'• ♦ ♦ d <br />•. ! ° <br />_ • ° ♦. <br />. ♦ a. d <br />(2) #55 GONT. W/ <br />3" MIN. GLEAR <br />UPLIFT GONNEGTOR5 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND <br />ANGHOR BOLT5 ARE NOT REQUIRED ON WALLS NOT %BJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE 5UGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />GARAGE STEP DOWN DETA I L <br />WALE: NTS <br />8" GMU <br />(1) #5 VERT. FROM FT6. TO — <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT GELL 50LID <br />L <br />co O RAVE <br />' III=III=III=III- <br />Z ' I� <br />O <br />GLEAN GOMPAGTED <br />FILL o q5% <br />STANDARD DENSITY <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(SEE PLAN) <br />d .. <br />♦' a <br />♦ 'III —I � I—i � l <br />.° 44 <br />OiAHASE DETAIL <br />LC: Krs <br />a _ = PVG GHA5E SLEEVE TO BE <br />a 111—I I I .I TWICE THE DIAMETER OF <br />=I I ICI IIII I II PROTECTED PIPE <br />II TH MONOLITHIG FOUNDATION <br />W/ (2) #5 GONT. ON GHAIR5 <br />-STORY: 1'-4" WIDE <br />w/ (2) #5 BARS <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />seal:\N`G. 5Nstir�i�� <br />No T7824 # <br />.0" <br />" STATE OF ; w <br />0"��+ •�C OR��P °gym?�� <br />© copyright : MULH KULP <br />Structural Engineering, Inc. <br />oZ <br />JUJ <br />w <br />w N <br />Z r� <br />� $^ <br />Z <br />w a <br />J :.: <br />Q <br />°C E <br />F— <br />� o. <br />Wl <br />y a <br />Q > A <br />JP <br />Z v <br />W ,Y <br />2 <br />Co m <br />W N <br />i0C g o. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 07-02-22 `I <br />REVISIONS: <br />date: initial: <br />sheet: <br />JUL 0 <br />WALE: NTS <br />S Dolq 1 <br />