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FILLED GELL5 (SEE PLAN) vrnr ^vr_ TOP VIEW ®CORNER GONG. OR PAVER I GARAGE WALL DRIVEWAY r BEYOND d I GARAGE SLAB m 4 (SEE PLAN) r- 4 16"x8" THICKEN. EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARA&E DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FTC). TO BOND BEAM. LAP w/ FOUNDATION DOWEL LU GARAGE SLAB MIN. 30" GROUT CELL > (SEE PLAN) SOLID z L4' d.r1=1 I-1IO GRADEI I iI I —I I I1 1I- I I- (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED "=1I1='' FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &!A%,C57E CURBDETAILS 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_Q c!� O GRADE III —III R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a .. d III —III —III II-1 I I —III— I II-111—III—III= I lil l I MI 1 1 1 lil l I I �1) #5 DOWEL W/ 6" HOOK AT I— _—III—_I I ALL VERT. WALL REINF. l l I 111=III=III _� (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED —III..-11 FILL ® q b WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 SOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVER5 (SEE PLANS) a Q 11 M 11=1 I 1=1 11= —_ III—III—III—II1 = 1 —I I I--_ 11 I_-- —I I I I I —I I I —I I I —I I F 1 11-11 e 11—III-111-111- 1 °III__III—III_ =1 m III I I I I I —I I II, II II1-1I1- "' MONOLITHIC yGLEAN GOMPAGTEDI�FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TRFATFI7 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 EARS ENTRY DOOR DST I L 6 SCALE: NTS PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTG. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) Z: Q .Q 1=1—� �i EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) . ° I—III-11I—III a 1=III—III—III=1I III —III —III ; I ' e =1 I I=1 ' 11= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' III=1 I I=1=1 I III= (SEE PLANS FOR LOCATION) -� I III-111—III , I I GLEAN GOMPAGTED-III- ' FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY III TH W/ (2) #5 GONT. ON CHAIRS ZZ 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" (5YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. Q d. d 04 (2) #5'5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARAGE 5TEP DOWN DETAIL WALE: NTS 8" GMU FROM FTrv. TO ► owl E30NO BEAM.i ►i 6ROU1 GELL 50LID !e !� .. • 4RADE O� GLEAN GOMPAGTED FILL ® q5% STANDARD DENSITY D CHASE DETAIL SCALE: NTS R4.1 FI—FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE II TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal: r� t � t .�r• • `� STATE OF ; 4U � y 0 s ` c r�h�iMlJtIONAI - co PY g MIJtN�� i�4'� Structural Engineering, Inc. 120 1.` z Z J� w w Z c Lo Z rn Z w J � Q � Z= F- EE U pC c W_ CZ cn � 0 CS � m E JZ;oCD W 0 O oc� y m �h W N OC � n. M&K project number: 068-1 9027 project mgr: JSB drawn by: BC issue date: 05- 1 8-2 `j REVISIONS: date: initial: MAy 2 4 2021 1 ul 8" GMU BLOGK ,� T BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS T T T Q MTL. THRESHOLD PER BUILDER F SET IN SEALANT HOUSE SLAB T T T (SEE PLAN) """" 0 0 o PORGH/f'ATIO/LANAI SLAB OR PAVERS LL (SEE PLANS) PER MANUF. —111-1 I-111= "Q _ I 1=1 1=1 I— 11=11'LO =1 I I I I 11= I-1 I e I 1=1 11=1 I I I_ ►--� w =1 m III I I 1=II I I —III=I1 II - m � I—w- -=1— 1 11 =1 W U III —III —III III— MONOLITHIC Q , I— II,,III—III—III—III—''' � GLEAN GOMPAGTED 1—III= FOUNDATION W/ (2) #5 z ,Q FILL ® q5% STANDARD HIPIT GONT. ON GHAIR5 ZD U) DENSITY AND TERMITE u ! f " �e TREATED 2-5TORY: 1'-4" WIDE O < 0 z w/ (2) #5 BARS T i J J I —STORY: I'-0" WIDE �.I..r W/ (2) #5 BARS sheet: I EXTERIOR OUT5WI NG 4 56D POURED 5I LLB DETAIL SCALE: NTS SDwil