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e) <J FILLED CELLS 16"x8" THICKEN E06E H/ (2) #5 GONT. THICKENED EDGE @ &ARA67E DOOR DETAIL 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. (5EE PLAN) 30" GROUT CELL SOLID Q 4 0 GRADE 11 I=I I M I I= _ _ I I —I I —III —I -III—III—�I III °� <° °f ll—III—III—III= III —I I f. I —III —III —I � --mot 'I I LI I m l l I I II I III I ILI I I 11111- ' I=1 I 4 I I hrfil(1) #5 DOWEL W/ 6" HOOK AT I —_I I ALL VERT. HALL REINF. ' I I (5EE PLANS FOR LOGATION) GLEAN COMPACTED 11, ; ,111 1 j 111111 I I 1—l FILL o q5� HI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: I -4 HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS POOTING SECTION W/ BLOCK DETAIL SCALE: NT5 �2 SCALE: MS 8" GMU BLOCK 11 8" HIDE CONT. G BOG GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP W FOUNDATION DOWEL —mow, GARAGE SLAB MTL. THRESHOLD —� MIN. 30" GROUT CELL } (5EE PLAN) SET IN SEALANT SOLID PAVERS cz 4. 4 4. d' (5EE PLANS) d _I I f-1 I I-1TI-1 11= dZI, O GRADE _ 9 4 ° III —I I—) 1=1I11=1 I� 1IMIII � I —I I_ III—IIIII—I—I I1-' III=III-d —I I I —I -3 I1=1 I° d 4° 1=1Il—III—I I I- '-1 11=1 o � l I It `'I- I —I r—ll— :. d. I -_ 1) #5 DOWEL H/ 6" HOOK AT 11 M _ I l 1—lIl—I ALL VERT. WALL REINF. III= 1 I I� Il illl i i i III i i—i l I i I l' (5EE PLANS FOR LOCATION) GLEAN COMPACTED --' FILL o q5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS GARACGE CURB DETAIL � SCALE: NT'3 8" GMU BLOGK--_. BEYOND EXTERIOR DOOR— MTL. THRESHOLD --\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ----\ GLEAN COMPACTED' FILL o q5% STANDARD DEN5ITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR OUTSW I NG I$ 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I � mW W_ MONOLITHIC FOUNDATION H/ (2) #5 GONT. ON CHAIRS GLEAN COMPACTED` FILL o q5% STANDARD DENSITY AND TERMITE TREATED ' III III=III- —III —I 4 .,°., e d �411111111111111� I —III —III; � 1-111- R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS -STORY: 1'-0" HIDE N1(2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 8"x8" THICKENED — SLAB H/ (1) #5 CONT. PATIO/PORGH/LANAI SLAB (5EE PLAN) TH 1 CKENED EDGE DETAIL WALE: NM 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) 'd r� I �i EXP JOINT - V R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ° 4 tl 1=III III=1I1= =III=III=1 °—III_III_III I1 _351° I I=1TI=�fi1-(U #5 DOWEL H/ 6" HOOK AT III III- ALL VERT. HALL REINF. 1 1 1 I=III=1 1=1r�j1 11=(5EE PLANS FOR LOCATION) GLEAN COMPACTED -,, FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE vw/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 Y2" GYP. BD. EA. SIDE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 211 L (6" MIN. EMBED) —QW, STUD PLATE TIES PER PT BOT. PLAN o STUD TOP 4 PLT. BOT. fA4: 4 4, fd (2) #5'5 CONT. H/ —/ 81' 811 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL WHIGH REQUIRE SUCH HARDHARE HILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zx RAVE I I=III=111=1 - O GLEAN COMPACTED FILL o q5% STANDARD DEN5ITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 4 b 4 I I —III —I I I 4� .,q. f II —III —III —II I - GH�SE DET,� I L 8 SCALE: NT5 a 1'T—+1�=- PVG CHASE 5LEEVE TO BE I I I —I 11=1 TWIGE THE DIAMETER OF =111=� 1 III1 1 1I I PROTECTED PIPE �I TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS -5T RY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE W/ (2) #5 BARS ��tttltl/1►+�/r �, deal: 7NT82 �-33' ST TE F ' �` ° t� • . �� SI O N At- 1eNG © copyright: MULHERN �_ 52021 Structural E ring, Inc. aCD Z IIIIIIIIJ cc W w ZCD Z Z w a Q � oc Z A14 c.� d. g UjF- w cn °° E Q j A a r. � � o t»» »Jz :9 W m y W oC j � o. IV IV M&K project number: 068-200 `I 1 project mgr: ,J S B drawn by: DR issue date: 09-30-2 `I REVISIONS: date: initial: sheet: tin Cz CU cz SCALE: NT5 SD-1