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. P FILLED GELLS (5EE PLAN) v/-\KMvC Ti►!� � /I1�1�1 c�w�lvc>< 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID GONG. OR PAVER GARAGE WALL z K DRIVEWAY BEYOND ` (s)� m 41: GARAGE SLAB (5EE PLAN) 16"x8" THIGKEN EDGE W/ (2) #5 GONT. 8" GMU BLOCK THICKENED EDGE GARAGE DOOR DETAIL d .. ° GRADE A Q _IIIIIIm11IIII III IIC R4,1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) — d . I 1—T1i=��U #5 DOWEL W/ 6" HOOK AT —_ 1-1 =_I 1 ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) III—III—III— GLEAN COMPACTED 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 1 00T1 NG 5EGT1 ON W/ BLOCK DETAIL SCALE: NTS ��J SCALE: NTS 8" WIDE CONT. 8" GMU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FTG. EXTERIOR DOOR TO BOND BEAM. LAP w/ FOUNDATION DOWEL 9— GARAGE 5LAB MTL. THRESHOLD MIN. 30" GROUT CELL > (5EE PLAN) SET IN SEALANT SOLID PAVERS (5EE PLANS) O GRADE d III III —III —III —III —III —III —III —I I m —III —I —� III —I d ° ° I —I —I I —I i —III—I —� O —III `'—I III —III —I I —III `' '=1 m III ... I) #5 DOWEL W/ 6" HOOK AT—� III —III— I C I—� I I ALL VERT. WALL REINF, (5EE PLANS FOR LOCATION) I I= II I I I --�—I—I GLEAN COMPACTED-1 1= ' FILL @ q5% WI PTH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS G t�(5E CURB DET,� I L 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD -\ SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) —� d PER MANUF.. a, mIIIII III �° d ° °IIIII d GLEAN GOMPAGTEDJ FILL @ q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: P-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSWI NG I$ SGD POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) mLU MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON CHAIRS GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 32° GONG. 51. "O w/ WWF OR FIBERMESH Rf OVER 6 MIL. VAPOR BARR R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ° ° d III —III —I � I_ ` II III —III —III —_III —III —I � I d I I —III —I 1- I III—III—III—IIIMONOLITHIC FOUNDATION W/ (2) #5 WI12TH GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET,�IL 6 SCALE: NT9 THICKENED SLAB ® RECESS DETA I L PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) `t EXP JOINT-4-0: R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) a I— III—IIII —III—I I I —I a IIIIII�IIII��IIII � a 1-ITrI) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III= (—III— I 111= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I —III- 1(— FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0'I WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/FATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPAGE ® 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN ®STUD TOP R PLT. BOT. .. 'n°. d °d (2) #55 GONT. W/ —/ „ ll 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OLID z� (s) O RADE III —III —III —I 1I- O GLEAN COMPACTED FILL ® 15% STANDARD DENSITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) n d " "III III III ° I I —III —I i I —I 111— GH SE DETAIL 8 SCALE: NT5 PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE WI PTH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS seal: 0r�Mfrfffff>� NO 7782-4 o s sue, r STATE OF °Aj41 .9"t ♦ o°°.t'. © copyright : MiJEEa v Structural Engineering, Inc. CD z JLU w w Z o C.9 � Z w a J Z= Q� U � 0- �_ �E m + < � E UJ Q Q 1 JZ Mo W j2 op 0 CD e oCO ca m uh, L61 C N cc CY) G. IV IV M&K project number: 068-2001 1 project mgr: .J,SB drawn by: p R issue date: 10-04-21 REVISIONS: date: initial: 03/11/22 DJF IFIRB" DOOR REVISION APR a 1 222 J d H UJ 0 z 0 d 0 z 0 LL sheet: CCz W Z 0 H z � aZD �¢ �4 Ca ° SCALE: NM %#a: NM SDml