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FILLED GELLS (5EE PLAN) 8" GMU BLOCK 4" GARAGE (1) #5 VERT. FROM FT6. TO �.. TOP Y I EW BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. ®GORNER 30" GROUT CELL 50LID GONG. OR PAVER I GARAGE WALL z Q d . DRIVEWAY j— BEYOND GRADE (I 1=1 I _ _ GARAGE 5LABq111, �4"I.(5EE PLAN)rn I I a° III —I I I 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 8" CMU BLOCK !i � ►i • : • r : , FOUNDATION DOPEL 6ROUT GELL ►A �� ►� 1=I1 i (U #5 DOWEL W/ 6" HOOK AT ALL _I � I III=ill-1 T. KALL REINF. (5EE `PLANS FOR LOCATION) =ill—i I' GLEAN COMPACTED � " I =1 11= ' ' ' FILL o 95% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON GHAIR5 HHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 6' 04) WALL 5HOHN, FT6. SHALL B` 1'-4" WIDE W (2) #5 BAR5 t GARAGE CURB DETA I L 7 SCALE: rvrs GLEAN GOMPAGTED FILL o 95A R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) MONOLITHIC FOUNDATION STANDARD DEN5ITY 1 1-0" W/ (2) #5 GONT. ON GHAIR5 MIN. HHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8' CH) HALL 5HOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL THRE5HOLD HOU5E SLAB 5ET IN 5EALANT (5EE PLAN) PAVERS (5EE PLANS) .e a .d d e < � All I —III —III —I I — -_ . —_ a 11 —III—III—III I III —III -—III III —I I I-1 I I —I 11- ' 11—I III —I I e I-1 I I-111—I I I I=1 m III I I d 1=1 11=1 1IF- MONOLITHIC GLEAN COMPACTED T "' III =1 I- I i FOUNDATION W/ (2) #5 FILL o 95% STANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED MERE 2ND STORY HALL OG9)R5 DIRECTLY ABOVE THE 8' CK WALL 5HOWN, FT6. SHALL 13E 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 PATIO/PORCH/LANAI 5LAB (5EE PLAN) 8"x8" THIGKENED — 5LAB W/,(I) #5 GONT. THICKENED EDGE DETAIL 3 SGAa: WS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP WOVER %" FURR 5TRIP5 FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL 50LID HOU5E 5LA13 PORGH/PATIO/LANAI (5EE PLAN) 5LA13 OR PAVER5 (5EE PLAN) Nil I Z d ° •� 41. °III—imil d` Q �—III—III—III—� 11- —I dK__1111 dill EXP JOINT III —III —I I I; I 1-111=111-1 #5 DOWEL W/ 6" HOOK AT III=1 11- ALL VERT. WALL REINF. ' I 11=111=III=I I 111= (5EE PLANS FOR LOCATION) -I II III —III —III , .I I GLEAN COMPACTED FILL o 95` MONOLITHIC FOUNDATION 5TANDARD DENSITY 1'-0" W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL 0CGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-13OLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) 5TUD PLATE TIE5 PER PT BOT. PLAN o 5TUD TOP $ PLT. BOT. d O a' a , <d (2) #55 GONT. YV 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETA I L SCALE: ► S 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID 2z L co P E ' III=III=III=III= O GLEAN GOMPAGTED FILL o c15% R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) �_=_EMRE III=1 11=1 PVG CHASE SLEEVE TO BE —III=1 I I TWICE THE DIAMETER OF :: I ICI =1 11- PROTEGTED PIPE STANDARD DENSITY 1'-0" MIN. HHERE 2ND STORY HALL OGGUR5 DIRECTLY ABOVE THE 8' CH) HALL 5HOHN, FTC. 5HALL BE 1'-4' HIDE W (2) #5 BAR5 CHASE DETA I L 8 5GALe: Nrs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 seal , I ��'''�•�Co >' kr a sue, N 8 ° s pf, TE F g © copyright: Fq PfflIft%\ Structural Eng:neerin z Z Ji-= w w N Z (D Z w a J a c� �a EE � � m cn j T � m J� ag Z M W Y � 4p 2 L CODm LY C N C c+M G, M&K project number: 068-2001 1 project mgr: J,S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: C Ui 0 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL ~ J LL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 T T 1 MTL. THRE5HOLD -PER BUILDER I�••I 5ET IN SEALANT HOU5E 5LAB i , T (5EE PLAN) w Z PORGH/PATIO/LANAI Q 0 x 5LAB OR PAVERS QL (5EE PLAN5) r n v J PER MANUF. 11 I —I I M 11_ 1= I II I I_I—III—III- 1=1 m 111 I I d Ml 11—I I I- d- uU < 111-1 n 0 N<w U III II III —III —III III— MONOLITHIC I I, 1 I:11 j111-1111 � �I I—''' Z �� GLEAN GOMPAGTED III— FOUNDATION W/ (2) #5 FILL o 95% 5TANDARD 1'-0" GONT. ON GHAIR5 U) DENSITY AND TERMITE MIN. � �--• x TREATED O O Z LO WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE j 1 J ....I 8 CK WALL 51 I10M, FT6. SHALL w BE 1'-4' WIDE w/ (2) #5 BARS sheet: Q EXTERIOR OUT5WI NG $ 56D POURED BILLS DETA I L SCALE: xrs SDoll