Complete Application - The Outlook Townhomes - Const. Dwgs.

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l • 4 ) i • il LANDED GENTRY / 100'-O" / HOMES AND COMMUNITIES 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" / / / / / / f © ® f \ \ \ r \ \ \ \ I \ \ \ o .1 r oo o �a o o . I ° © ° ° ° c O ° © = O o °° sv O ° I \n °° \n I I O I— ° O "I I Li I I I I I L ® ® ,° ® I I ® o° ® I 09 0 09 I a L _ L J L. L J /� L J L. \ _ _ P_ c ;' 1 p �� o P c p 4 p °o 0 o V o °\ \ p c P o ° p e 4 P c 4° ° c P 4 p �� o P c p 4 \p °o 0 o V °\ \ p c P o , ° p e 4 p c ° p e 4 p c P ° p \ p c ° — — — 4 T a r — — r — — �— A °°° r — — r — — �— r p T , ° r ° ° • D I I I I I I I a 1 ° —\V I �° I I — \ I a l ♦ — ° A — 1 1 I I I I I ® © I D 1 1 I ,4 C ,4 C , I D I I I ® © ,Qe © t o =n I a l I I I a 1 l I O O O O l I I I ° 1 0 =n phi 1 , 1 I I I I I I I I _ ° , I I ' I I I I I I , I I oo I 1 o I I I o I I I \n I o f I ° I 1 \n I ° I -n ° \n I a L. �n N N I ®I I I a l I p l ® I I 1 o _ I® 1 p, ®I LI) I o l �1 o ® 1 C �' I a 1 I I r I I I I I 40 1 r I I I I 4o I I I I I D C I I I I I I I o I I t o I o I I a l ° 9 N ►a I I I I © ►1 ° ° I I O , 1 1 ° - 1 1 - N I I 1 a 1 1 p I I a l p 1 1 I I 1 1 I a l I 1 1 i 1 , I L I J \ I I O I I L J \ I I cr I \ L J I L J \ I I <t O l \ L J t o `t 1 a l I a D a�° D or o 1 I a�° I I I I 1 1 1 I I 1 a I ° �n I I 3 " I a � I o 1 " 3 " I , I 3 " 1 " I a l *n o � I I 3 " 1 " 13'-9/a" 4'-2/4" I o f I qp 1 3-9/4 4-2/4 I l 0 4-2/4 3-' /4 I 1 3-9/4 4-2/4 O II o l 4-2/4 3-9/4 I /° X / 0 .f X 1-/, 0 e p e O i,-I X / X 1-7f, 0 © p © 0 / X / ° I I 61 © I p l 6) I ' o I I I o f01 ' 0 o ,° t o l I I I a �° D o l I p a l p I p 1 ° l 1 L J I a L J ° I °P a L J a L J °� p L J I + `' ° p4 °a v4 ° - I "4" P4 ° pa f ep °4" - a a p pa p a a °i - P� c p 4 � e p °i o o ° o P c4 p 4 F. °o o \ \ \ L i I I r �P I I r \ / ' , \ �� r ' \ �� r I r I J \ \ \ • t o I t o I t o • - j o l \n �n m� O ® © 1 \n 0' '0 O 1 \n \a `"� J ® © 1 \n 0 ® © 1 m' c' I K ©I ° 1 ul 1 c' T °° K 1 1 is.) ' I Q N K °° T 1 1 N ►n © r I I ` -1 i(1 © - r - °o 1 �► —1 - dl © -I- 4 ° ` —I I m�`� r ,O I a L i J I a L in J J I Or — 7 I a L J J ' I Or —L - 'lb \ \ + I- I - ` \ I ` o D I I -I ° \ Tip \ — I \ I — I- I ° \ \ Tip \ LI H + H \_ \ \ _\ \ \ L _ J Cl— J \ C"— f A \ m\\ L — J �— r J L J \ \ -\ • © (A) 04 © n © ® © n © (I) © //r554" -9/4 / lU 0 / -'-9/4i 53/41// 8'-3" I'-1014" 8'-3" I'-IOi4" S'-Ok2" 1'-I01/2" 8'-3" 1'-10'/2"I'-101/2 S'-3" I'-10'�2" I6'-O" I'-I01/2" 8'-3" I'-1Ok2"1'-IO1/2" S'-3" I'-10'/2" S'-3" / / / / / / / / / / / / / / / / / / / / 3// S'-0" / 11'-111/2" 012", S'-0" / 12'-0" / 12'-0" / S'-0" / S'-0" / 12'-0" / 12'-O" / S'-O" //3" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" / / / / / / 100'-0" / / FOUNDATION FLAN SCALE: 1/4" = 1i-0" FOUNDATION NOTES 1, INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"x1/4" PLATE WASHER e 4'-0" O.C. ATOP FOUNDATION WALL, MINIMUM 2 BOLTS PER PIECE 3,5" TO 12" FROM END TYPICAL THROUGHOUT 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING a LOW POINT FOR POSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 3. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 POUNDS PER SQUARE FOOT 4. INSTALL R-1O RIGID INSULATION e SLAB PERIMETER 4 UNDER ENTIRE SLAB (VERIFY INSULATION VALUE W/ GENERAL NOTES ON SHEET A3.1) O 1'-4" x S" CONCRETE FOOTING W/ (2)*4 REBAR CONTINUOUS O 1'-S" x 1" CONC. FTG. W/ (3)*4 REBAR CONT. CO 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1,3,2 4 IRC TABLE THE OUTLOOK 404.1.2(1) - 404,1,2C8 TOWNHOMES O 12" GONG, FOUNDATION WALL W/ REBAR PER R404,I,3.2 4 IRC TABLE BUILDING. 1 & 2 404.1.2(1) - 404,1,2(8 O 1'-6" x 1'-6" x 12" CONC, PAD FTG, W/ SIMPSON C1BSQ66-SDS2 (OR EQUAL) O 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY F O U N DAT I O N W/ BUILDER) PLAN O 4" GONG, SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) SLOPE 1/S" PLF MINIMUM TOWARD GARAGE DOOR HO 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR JOB NO.: 1201 32nd FIVE-PLEX FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) DESIGNED: LG JO OPTIONAL: STUB 12" LONG *4 REBAR 4" INTO CONC. SLAB FROM DRAWN: JR FOUNDATION WALL a 24" O.C. TYPICAL. THICKEN SLAB EDGE (IF NECESSARY) DATE: 4/13/2022 SHEET KO THICKEN SLAB TO 6 AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR CONTINUOUS A_2 , 1 WA