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FILLED GELLS (SEE PLAN) 8" GMU BLOCK L7UL# R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER %" FURR STRIPS -PER BUILDER .......: (1) #5 VERT. FROM FT6. TO N p TOP YICIwI L./ BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. t (5EE PLAN) @ CORNER 30" GROUT GELL SOLID F —1 X. ---- GONG. OR PAVER 6ARA6E WALL z d .I ° DRIVEWAY BEYOND ° 11=1 I I-1 I 1 11 p GRADE 11—III_III—III—I � III m 4�� (SEE PLAN) AB o -III III I v I I I I I I Q .° ° 11=1 I III III I I I I —I 1—'' II III I I III— _ =11 m l l l I I I I=1 11= 16"x8" THICKEN: EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS ' I=III- q III 1) #5 DOWEL IN 6" HOOK AT ALL VERT. WALL REINF. III III=III I I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED _III__-1 I FILL @ q5% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION YS/ BLOCK PETAIL SCALE: NTS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. 3 THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOGK 8" GMU BLOCK 8" WIDE GONT. 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL (U #5 VERT. FROM FTC. TO 41X R4.1 FI-FOIL OR EQUAL # (1) 5 VERT. FROM FT6. GONG. CURB 3 „ OVER /4 FURR STRIPS -PER BUILDERv BOND BEAM. LAP w/ OVER BUILDERR STRIPS -PER EXTERIOR DOOR FOUNDATION DOWEL MIN. TO BOND BEAM. LAP w/ In w HOUSE SLAB 30" GROUT GELL 50LID HOUSE SLAB FOUNDATION DOWEL MIN. 30" GROUT GELL } 6ARA6E SLAB (5EE PLAN) MTL. THRESHOLD SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI (SEE PLAN) SOLID SLAB OR PAVERS Nil PAVERS (SEE PLAN) q (SEE PLANS) ` q 2Q d d . - ° '. .q .d '� Z q. � O —III III III —III III III=III=III I I' III III I I I �' I I I I_I I I=1 I I=III-1 I I III —III —III —III —III —III —III —III- 16RADE III=III= � - I=III _ _ III=1 I I=III=1 � I _ _ '; III=III= � _ I=1 I I _ _ _ _I � e III=III=III=1 � I= _° at'N 7011 O z a` III I I I --I I I- � EXP JOINT I I 1=1 I I—III-1 1—I m III I I = I=III=I_I=1 11 III= m =I I `. d =III=I' 11=1 - III = 1) #5 DOWEL W/ 6" HOOK AT 11� I1- 1) #5 DOWEL W/ 6" HOOK AT 11=1 1 I1=1I1-I' III-1 I I- ALL VERT. WALL REINF. I I I I' I I -I I :I I I I I III-1 I I-11 I _ 11 I I I - - I I1=I I1- ALL VERT. WALL REINF. III=III_I I I-1 I III- I �=1 I I—III-111-1 I (5EE PLANS FOR LOCATION) I � III—III—III=III-1 —I ,_ MONOLITHIC =I I III III=III I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED .. FILL @ q5% III I _ GLEAN GOMPAGTED III 111- I �' FOUNDATION W/ (2) #5 GONT. ON GHAIR5 GLEAN GOMPAGTED FILL ®q5% , MONOLITHIC FOUNDATION STANDARD DENSITY WI TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 FILL ®q5� STANDARD DENSITY AND TERMITE WI TH STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE TREATED ��2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS LAt6 E GURU flETA I L ENTRY 1�OOR i�ETA I L SCALE: NT5 . EXTERIOR SCALE: NT5 JNALL @ PORCH/1"ATI 0/1ANA 1 DETA I L: Y2" GYP. BD. EA. 51DE OF 2x4'5 161, O.G. /Y 2" J-BOLTS 6" FROM EA. END OF WALL AND __5PAGE ® 32" O.G. 2" (6" MIN. EMBED) wFy x STUD PLATE TIES PER PT BOT. — PLAN ® STUD TOP 4 PLT. BOT. ° O <d (2) #5'5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. SCALE: NITS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30 GROUT GELL 50LID Z < d d.' o I I FEE BADE III III_III—III `r' � ,III=III=III=III qa °° II=1II III —III= �' III —III- —I I I —I I I=1 f 1— PVC, CHASE SLEEVE TO BE �—I I 1=III III=III=1 ' I I -I I I=1 11-- III-_� I TWICE THE DIAMETER OF ' I I III III —III —III I =1 I I- PROTECTED PIPE GLEAN COMPACTED FILL 0 q5% MONOLITHIC, FOUNDATION STANDARD DENSITY Nl TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS 8 GH,�SE OETA 1 L .SCALE: NTS - •i .�'ATE OF .•• yl O •• S e®fV P o ®�� xo2' © copyright : MULHER& KULP Structural Engineering, Inc. az z J� w w =Z o C9 0" .- Z w d J + < Z a V U _0 tM W C a) =Z M E Q Q o =J Z LU o Y op to y o m L6 W o N OC ch a FEW M&K project number 068-200 1 1 project mgr: , J S B drawn by: DJ R issue date: `j `j -18-21 REVISIONS: date: initial: Q W O 8" GMU BLOCK ►-.1 �I BEYOND LL R4.1 FI-FOIL OR EQUAL � W EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB � 1---I SET IN SEALANT 3Y2" GONG. SLAB (5EE PLAN) w/ WWF OR_ LU 0 PORGH/PATIO/LANAI FIBERMESH REINF. � � SLAB OR PAVERS OVER 6 MIL. r� (SEE PLAN5) VAPOR BARRIER } Zv) PER MANUF III-1 I I I=1 I II q ° I=W d 0 e. ' =1 I I. � I=1 1I °III=1 I I=1 I I- = n � q °d• ° ° ` °:° d ° 1=1 m III 11 d I =1 I I 1 11= m y 'Q 11=11— I I I —III ; Z -III—II II _ I1=1 � Q O III I I I I I_I I I —III I I II � �- MONOLITHIC m� II,,IIllillll-1111�,II1= FOUNDATION W/ (2) #5 (2) #5 8�� 'Q GLEAN COMPACTED III— 5 GONT. N FILL @ q5% STANDARD WI TH CONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE O 0 Z w/ (2) #5 BARS i i L--1 ..� J -STORY: I'-0" HIDE I--�--+ W/ (2) #5 BARS - sheet: EXTERIOR CUTSWING 156D POURED 51LL5 DETAIL II THIGKENE;� SLR REGE55 17ETAIL SCALE: NTS SCALE: NT5 SDm