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FILLED GELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL Y" GYP. BD. EA. SIDE 4" OVER %" FURR STRIPS OF 2x4'5 o 16" O.G. GARAGE -PER BUILDER Y " J-BOLTS 6" FROM EA. (1) #5 VERT. FROM FT6. TO END OF WALL AND N TOP YIEW BOND BEAM. LAP w/ HOUSE SLAB SPACE @ 32" O.G. @CORNER FOUNDATION DOWEL MIN. 30 GROUT GELL 50LIDLU (SEE PLAN) 2" (6" MIN. EMBED) z STUD PLATE TIES PER X } PT BOT. PLAN STUD TOP 4 GONG. OR PAVER 5ARA6E WALL < ° ° d. ° PLT. BOT. DRIVEWAY BEYOND III —III —III —III —I ° ° ° d d a Q GRADE III —III— �x I III _ _ I I—III=III—I (Ii ,III I I I I_I I I h ATIO/PORGH/LANAI SLAB _ <° a d ° d° a d GARAGE SLAB - =III=1 I III=1 I I a a —I —I 1-1 I I —I I I —I I- (5EE PLAN) a m 4 (5EE PLAN) Q —I I-_`�I I I ° I I1=1II-1I1- d' �° — II1 III°° I=III= 1) #5 DOWEL W/ 6 HOOK AT GRADE ° ' a ° II— —_I I' ALL VERT. WALL REINF. —° _ —_ a <. ° —__—_ —_— ° " —_ I _=III (SEE PLANS FOR LOCATION) I I-1 I=I I III=III III —I 1 I ,I I' (2) #5'S GONT. W/ d <°. _ - - I I—III=III I I ,III GLEAN GOMPAGTED III —I I —I 11= III —I I L=1 I �_I I I _ I = I —III —_ —III I _ I=1 1=III—III—I —III —I I l I I I —i 3 MIN. GLEAR 8l, 8„ _ _ _ I I-1 I II 11=1 I MI I I III=III=� I' FILL ® q5% WI TH MONOLITHIG FOUNDATION —I � Wx8" THIGKENED —1 I I=1 I I=III=III=111--1 i—' i 16"x8" THIGKENE III=III=III=III=III=III=III= —1 STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 SLAB W/ (1) #5 GONT. EDGE W/ (2) #5 11=1 11-1 I I —I I I 1 I=1 11- I I•� I I GONT. � III � � � � I 1=III=1 -III 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS UPLIFT GONNEGTOR5 SUGH AS STUD PLATE TIES, HURRIGANE GLIP5, AND 1-5TORY: 1'-0" WIDE ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5U13JEGT TO A W/ (2) #5 BARS GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. EDGE @ GARAGE DOOR DETA I L OOTI N(5 SECT 10 N W/ BLOCK DETA 1 L TH I CKENED EDGE DETAIL G�rR, G 5T DOWN DETA 1 L OTHICKENED 2 3 MTS SCALE: Nm SCALE: MT5 8" GMU BLOCK 8" WIDE GONT. 8 GMU BLOCK- R4.1 FI-FOIL OR EQUAL 8�� GMU BLOCK N #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL 3/4" 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS GONG. CURB BEYOND OVER 3/4" FURR STRIPS BOND BEAM. LAP w/ OVER FURR STRIPS -PER BUILDER UI -PER BUILDER I #5 VERT. FROM FT6. O EXTERIOR DOOR - PER BUILDER FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO TO BOND BEAM. LAP w/ HOUSE SLAB 30" GROUT GELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB MTL. THRESHOLD (5EE PLAN) PORGH/PATIO/LANAl (5EE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) MIN. 30" GROUT GELL > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS 30" GROUT GELL SOLID SOLID PAVERS (SEE PLAN) NA X ° (SEEPLANS) ) a X ° z Q _;III °d GRADE ° 1_I I1=I— —I I_=1I I I_—III=IIIII I I d Q -- I—I1 I I_-11I1 I I —III —I 11_—III-1 11-II I o RADEo I I I —III I -— _S —I — _ —I PIIII—� o z `' III I_I —I 1:` I I —III —I I 1-1 11- III—III-1 III—� III=I 1=1 I I a °' 1=III=III=1 1- EXP JOINT I—III- -� III I II —III —III- PVG CHASE SLEEVE TO BE #5 DOWEL w/ 6" HOOK AT 1=II— 1 i I=III— __ ` I I = = 1) #5 DOWEL W/ 6" HOOK AT i=III=III 111=1 I =I 1 .I TWICE THE DIAMETER OF I ALL VERT. WALL REINF.III=I II-I_I I' 1II l-'1' ALL VERT. WALL REINF. O-' I —' I I III —III III —I I I_— 1 I I —III —11I III _1 PROTECTED PIPE =1 1 11—III—II I-1111=III_— I -I(5EE PLANS FOR LOGAT1oN) " 1I III I III-I MONOLITHIC 11EIII— ' (SEE PLANS FOR LOGATION) I I-1 I I III=1 I I=III= ' GLEAN GOMPAGTED III FILL ®q5% —III— I GLEAN GOMPAGTED III =III= I I FOUNDATION W/ (2) #5 GONT. ON CHAIRS GLEAN GOMPAGTED FILL ®q5� I I=1 I I III— MONOLITHIG FOUNDATION GLEAN GOMPAGTED III-1 FILL `� a5� L-) I MONOLITHIC FOUNDATION STANDARD DENSITY WI TH MONOLITHIG FOUNDATION FILL o q5� STANDARD WI TH STANDARD DENSITY WI TH WHAI5 GONT. ON STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE RS ZI 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE I -STORY: 1'-0" WIDE I -STORY: 1'-0" WIDE I-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS 5�LA�t�(5ECURB DETAIL ENTRY 17OOR D T IL SGAl.E: Mrs O.EEX�TTIERIOR WALL @ PORCH/PATIO/LANAI DETAIL Mrs CH 5E DETAIL SCALE: MT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. d -III=11 I I=111= '-1 I 1111 III_III—_III— I I—_� I. �—III—I III —I I I 1—III 111—I I �:HI II- I_I d a °III —III —I I I —I m III I °. I —III- -w —III I I I —III —III III —III—' �'- MONOLITHIG GLEAN COMPACTED III —III= I I FOUNDATION W/ (2) #5 FILL ® q5`� STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE SATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG 4 56D POURED 51 LL5 DETAIL SCALE: MS 5Y" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERME5H REINF. LU OVER (b MIL VAPOR BARRIER } a d a a ° 4" z MIN m 8l, 8il (2) #55 GONT. seal: ®�® ® 7AT OF < ®-)oa c� copyright: MULHERN & KULP Structural Enginee(ng, Inc. C7 Z ._J w w 04 Cm C_ C7 r, Z w J Ate++ QW Z� C-) o. m W F—_ as � m E 3: > J Q� Z -o 0 W ti V� m` L6 W m cV C. M C M&K project number: 068-200 1 `I project mgr: J S B drawn by: DJ R issue date: 0 `j - `j 4.2 2 REVISIONS: date: initial: ►� o I ; -1 , I 1111 h 11 1 ; 11J, III lij-,1,1111 .:1;1, '11 :, I! I Irl IiI I I I III I I 1 -