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FILLED GELL5 <br />(5EE PLAN) <br />44" GARAGE <br />TOP VIEW <br />@CORNER <br />8" GMU BLOCK R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />(1) #5 VERT. FROM FTC. TO -PER BUILDER <br />BOND BEAM. LAP W HOUSE 5LAB <br />FOUNDATION DOWEL MIN. (5EE PLAN) <br />30" GROUT GELL SOLID <br />4 4. <br />T4-, <br />GONG. OR PAVER GARAGE WALL BEYOND GRADE I I I —I 11—I 11— <br />DRIVEWAY - <br />I I III Ed II —III— I I I—III—III—III=GARAGE SLAB -1-1 I I—III1=1 I I -I 11-1 I I-(5EE PLAN) o—III= ` I I II I 1-1 I I —I I I' I I 111- <br />16"x8" THIGKENI <br />E06E W/ (2) #5 <br />GONT. <br />THICKENED EDGE @ GARAGE DOOR DETAIL <br />SCALE: NM <br />8" GMU BLOCK <br />8" WIDE GONT. <br />GONG. CURB <br />(1) #5 VERT. FROM FT6. <br />TO BOND BEAM. LAP W <br />FOUNDATION DOWEL U [GARAGE 5LAB <br />MIN. 30" GROUT CELL (5EE PLAN) <br />50L11 <br />z d. <br />III—III—III=III= <br />e� o GRADE III —III— III —III=I I <br />m '—I I I —III= I=III I I I —III —III —I I-' ' <br />I —I III — I I° I —III —III —I 1I- <br />I III —III —I � I- <br />-'11- <br />(1) #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />(SEE PLANS FOR LOCATION) <br />GLEAN COMPACTED " 1 =1 11= I ' <br />FILL A 95% WI TH MONOLITHIC FOUNDATION <br />5TANDARD DEN5ITY 1 W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />GARAGE CURB DETA I L <br />SGALt: NTS <br />8" GMU BLOCK <br />BEYOND <br />EXTERIOR DOOR— <br />MTL. THRESHOLD <br />5ET IN SEALANT <br />PORGH/PATIO/LANAI <br />5LA13 OR PAVER5 <br />(5EE PLAN5) --\ <br />GLEAN COMPACTED` <br />FILL ® 95% STANDARD <br />DEN5ITY AND TERMITE <br />TREATED 2-STORY: I'-4" WIDE <br />w/ (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR OUTSAIN6 4 56D POURED SILLS DETAIL <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE PLAN) <br />J ° ° <br />PER MANUF. <br />HEM I1=_III_ <br />II IIIIIIIIIIIII m v <br />11=1' <br />— ' III —III —III III <br />1—III—II=1 1-1 � MONOLITHIC <br />FOUNDATION W/ (2) #5 <br />WII2TH GONT. ON GHAIR5 <br />1.. III -I . , , -(U #5 DOWEL W/ 6" HOOK AT <br />I1— I ALL VERT. WALL REINF. <br />' 11 1 11 III=1 I 1=1 I I I ;III (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED„� I I I 111 I I I I I I I I I I 1 <br />FILL 0 9:% WI TH MONOLITHIC FOUNDATION <br />5TANDARD DEN5ITY W/ (2) #5 CONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />POOTI NG SECTION A/ BLOCK DETAIL <br />SCAL M NM <br />8" GMU BLOCK R4.1 FI-FOIL OR EQUAL <br />BEYOND OVER %" FURR 5TRIP5 <br />EXTERIOR DOOR -PER BUILDER <br />MTL. THRESHOLD HOU5E 5LAB <br />5ET IN SEALANT (5EE PLAN) <br />PAVERS <br />(5EE PLANS) <br />° ° ° � III —III —III —III <br />III —III —III —III � I 1 <br />111=1 III=1 I <br />III —III —I I I- <br />' I=1 m III I I d I —III —III- <br />-I I 1=III=III=1 I 1-1''- MONOLITHIC <br />GLEAN COMPACTED " III =1 11= I FOUNDATION W/ (2) #5 <br />FILL ® 95% 5TANDARD WI TH GONT. ON CHAIRS <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I -STORY: I'-0" WIDE <br />W/ (2) #5 BAR5 <br />ENTRY DOOR DETAIL <br />6 SCAL.E: Nrs <br />8"x8" THICKENED <br />SLAB W/ (I) #5 GON I . <br />THICKENED EDGE DETAIL <br />3 SGAL.': NTS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />5LAB OR PAVERS <br />(5EE PLAN) <br />v 1=1 d <br />`t EXP JOINT v <br />m <br />d < <br />IIII d4 IIII <br />a . <br />' NAI SLAB <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />1=1TI�-(I) #5 DOWEL W/ 6" HOOK AT <br />I11=1I1- ALL VERT. WALL REINF. <br />Azt-1 <br />1 11= (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED I I I I I -III -III, <br />III=III- <br />FILL ®95% MONOLITHIG FOUNDATION 5TANDARD DEN-5WITHITY W/ (2) #5 GONT. ON <br />' GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />I -STORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />SGAL.E: NTS <br />Y" GYP. BD. EA. 51DE <br />OF 2x4'5 A 16" O.G. <br />Y2" J-13OLT5 6" FROM EA. <br />r END OF WALL AND <br />5PAGE ® 32" O.G. <br />2" (6" MIN. EMBED) <br />-LUQ, 5TUD PLATE TIES PER <br />PT BOT. PLAN ® 5TUD TOP 4 <br />PLT. 44Z BOT. <br />A. <br />d <br />d ° e A <br />(2) #55 GONT. W/ -/ 8" 8" <br />3" MIN. CLEAR <br />UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A <br />CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE <br />WILL BE SPEGIFICALLY NOTED ON PLAN. <br />`, GARAGE STEP DOWN DETAIL <br />5GAI.L: 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 />Z< <br />x <br />az O RARE <br />111=III=1 t I=1 I �_ <br />0 <br />GLEAN COMPACTED <br />FILL ® q5% <br />STANDARD DENSITY <br />CHASE DETA 1 L <br />8 SGAL.E: NTS <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />I —III —I I I—III-11 <br />= PVG GHA5E SLEEVE TO BE <br />4. III=1 I I .1 TWIGE THE DIAMETER OF <br />=1 I 1=1 1117 PROTECTED PIPE <br />�- MONOLITHIC FOUNDATION <br />II TH W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />seal \�,�`lllitdiJ� <br />SG Fit////jai <br />* % No 77824 * = <br />STATE OF <br />s; ':- ORtOP �d�#��� <br />� roltyf ON \.- <br />oCD <br />Z <br />JFE <br />w <br />w N <br />Z <br />CJ r- <br />Z <br />w a <br />J <br />Q � <br />Z� E <br />V <br />v r �4 <br />W� <br />�E <br />� a <br />=a ;. <br />Z <br />W <br />p o <br />0 <br />y mp _ <br />W O N M&K project number: <br />068-19022 <br />project m9r: JSB <br />drawn by: BC <br />issue date: 07-07-21 <br />REVISIONS: <br />date: initial: <br />1 JUL 0 9 2021 1 <br />sheet: <br />SCALE: NTS <br />SDPA 1 <br />