08.1 - 811 E Riverside Dr - Drawings — original pdf

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18 ANTECEDENTES EAST RIVERSIDE DR R 5 8'- 0 1/4 " ( F U L L C R Z ) 13" BURR OAK 204 7" BURR OAK 114 R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A ACADEMY DR EDGECLIFF TER Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T 109 12" POST OAK LOCATION L A E S 10/09/2024 R 2 9'-0 1/4"(1/2 C R Z) " 0 - ' 5 2 218 236 GARDEN R14'-6"(1/4 CRZ) 58" LIVE OAK 51" LIVE OAK 1 0 8 ' - 8 1 / 4 " R12'-9"(1/4 CRZ) 60'-10 7/8" GARDEN EXISTING COVERED PORCH 463.69 SQ. FT. ROOF lvl. +18' 1/2" TERRACE lvl. +0.00 ADDITION STAIR CASE 34.86 SQ. FT. ROOF lvl. +20' 11 1/2" RIDGE ROOF EXISTING TWO STORY RESIDENCE 3BED/2.5BA 1,520.98 SQ. FT. A L T A V I S T A A V E 108 6" BURR OAK 107 9 1'- 2 1 / 8 " 106 8",8",6.5" CREPE MYRTLE R8'-0 1/4"(FULL CRZ) R4'(1/2 CRZ) R2'(1/4 CRZ) 8" PECAN R25'-6"(1/2 CRZ) 16" DEAD lvl. -1'-6" PERMEABLE FLOOR 152 POOL 184.76 SQ. FT. lvl. -5'-6" 5'-0" TERRACE PROPOSED DECK 785.82 SQ. FT. lvl. -1'-6" 176 lvl. -1'-6" lvl. +6'-10" RELOCATED EXISTING STORAGE 126.04 SQ. FT. ROOF lvl. -0'-6" ROOF lvl. +9'-6" PERMEABLE FLOOR EMPTY lvl. -0'-6" SETBACK PROPOSED CARPORT 505.53 SQ. FT. 15'-0" 1 0 ' - 0 " PROPERTY LINE 81'-3 7/8" R5'(1/4 CRZ) 196 R10'(1/2 CRZ) 11" HACKBERRY R20'(FULL CRZ) 20" LIVE OAK R2'-9"(1/4 CRZ) R5'-6"(1/2 C RZ) Z) R L C L U 1 3/4"(F 0'-1 1 R Z) R ULL C R50'-11 3/4"(F 0(cid:10)1(cid:10) 2(cid:10) 0(cid:10)1(cid:10) 3(cid:10) 4(cid:10) 7(cid:10) 8(cid:10) 15(cid:10) 20(cid:10) 35(cid:10) 30(cid:10) 65(cid:10) SURVEY 3(cid:18)32(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 2 SITE PLAN 3(cid:18)32(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 1 . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A RENDER PROPERTY(cid:3)ADDRE(cid:54)(cid:54)(cid:29) 811(cid:3)E(cid:3)R(cid:44)(cid:57)ER(cid:54)(cid:44)DE(cid:3)DR(cid:15)(cid:3)A(cid:56)(cid:54)T(cid:44)N(cid:3)T(cid:59)(cid:15)(cid:3)78704 LEGAL(cid:29)(cid:3)LOT(cid:3)1(cid:15)(cid:3)BLO(cid:38)(cid:46)(cid:3)1(cid:15)(cid:3)TRA(cid:57)(cid:44)(cid:54)(cid:3)(cid:43)E(cid:44)G(cid:43)T(cid:54) (cid:61)ON(cid:44)NG(cid:29)(cid:3)(cid:54)F(cid:16)3 PROTE(cid:38)TED(cid:172)TREE(cid:29)(cid:172)YE(cid:54) FLOOR(cid:3)AREA(cid:3)RAT(cid:44)O(cid:3)(cid:11)F(cid:17)A(cid:17)R(cid:17)(cid:12) TOTAL(cid:3)LOT(cid:3)(cid:54)(cid:44)(cid:61)E(cid:3)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 6(cid:15)979(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) 40(cid:8)(cid:3)(cid:11)2(cid:15)791(cid:17)62(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17)(cid:12)(cid:3)MA(cid:59)(cid:44)M(cid:44)(cid:56)M DE(cid:54)(cid:38)R(cid:44)PT(cid:44)ON NE(cid:58)(cid:3)AREA(cid:54) 1(cid:54)T(cid:17)(cid:3)LE(cid:57)EL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 1(cid:15)345(cid:17)71(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) 2ND(cid:17)(cid:3)LE(cid:57)EL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 874(cid:17)25(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POR(cid:38)(cid:43)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 345(cid:17)65(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POR(cid:38)(cid:43)(cid:3)E(cid:59)EMPT(cid:44)ON(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) (cid:11)345(cid:17)65(cid:12)(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:54)TORAGE(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 126(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:38)ARPORT(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 505(cid:17)49(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:38)ARPORT(cid:3)E(cid:59)EMPT(cid:44)ON(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) (cid:11)505(cid:17)49(cid:12)(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) TOTAL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 2(cid:15)346(cid:17)00(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) F(cid:17)A(cid:17)R(cid:17) (cid:32)(cid:3)33(cid:17)61(cid:8) (cid:44)MPER(cid:57)(cid:44)O(cid:56)(cid:54)(cid:3)(cid:38)O(cid:57)ERAGE(cid:3)(cid:11)(cid:44)(cid:17)(cid:38)(cid:17)(cid:12) TOTAL(cid:3)LOT(cid:3)(cid:54)(cid:44)(cid:61)E(cid:3)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 6(cid:15)979(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) 45(cid:8)(cid:3)(cid:11)3(cid:15)140(cid:17)57(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17)(cid:12)(cid:3)MA(cid:59)(cid:44)M(cid:44)(cid:56)M DE(cid:54)(cid:38)R(cid:44)PT(cid:44)ON NE(cid:58)(cid:3)AREA(cid:54) 1(cid:54)T(cid:17)(cid:3)LE(cid:57)EL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 1(cid:15)345(cid:17)71(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POR(cid:38)(cid:43)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 365(cid:17)45(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) A(cid:38)(cid:38)E(cid:54)(cid:54)(cid:3)FLOOR(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 252(cid:17)24(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) DR(cid:44)(cid:57)E(cid:58)AY(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 104(cid:17)56(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) DR(cid:44)(cid:57)E(cid:58)AY(cid:3)E(cid:59)EMPT(cid:44)ON(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) (cid:11)104(cid:17)56(cid:12)(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:38)ARPORT(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 505(cid:17)49(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:54)TORAGE(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 126(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POOL(cid:3)DE(cid:38)(cid:46)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 785(cid:17)92(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POOL(cid:3)DE(cid:38)(cid:46)(cid:3)E(cid:59)EMPT(cid:44)ON(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) (cid:11)785(cid:17)92(cid:12)(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POOL(cid:3)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 222(cid:17)55(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) TOTAL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 2(cid:15)817(cid:17)48(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:44)(cid:17)(cid:38)(cid:17)(cid:32)(cid:3)40(cid:17)37(cid:8) B(cid:56)(cid:44)LD(cid:44)NG(cid:3)(cid:38)O(cid:57)ERAGE(cid:3)(cid:11)B(cid:17)(cid:38)(cid:17)(cid:12) TOTAL(cid:3)LOT(cid:3)(cid:54)(cid:44)(cid:61)E(cid:3)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 6(cid:15)979(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) 40(cid:8)(cid:3)(cid:11)2(cid:15)791(cid:17)62(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17)(cid:12)(cid:3)MA(cid:59)(cid:44)M(cid:44)(cid:56)M DE(cid:54)(cid:38)R(cid:44)PT(cid:44)ON NE(cid:58)(cid:3)AREA(cid:54) 1(cid:54)T(cid:17)(cid:3)LE(cid:57)EL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 1(cid:15)345(cid:17)71(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POR(cid:38)(cid:43)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 365(cid:17)45(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:38)ARPORT(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 505(cid:17)49(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) (cid:54)TORAGE(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 126(cid:17)04(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) POOL(cid:3)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 222(cid:17)55(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) TOTAL(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17)(cid:17) 2(cid:15)565(cid:17)24(cid:3)(cid:54)(cid:52)(cid:17)FT(cid:17) B(cid:17)(cid:38)(cid:17) (cid:32)(cid:3)36(cid:17)75(cid:8) m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E SITE PLAN S H E E T A101 If Printed at 11X17, Scale is Half Noted on Sheet PROPERTY LINE 7'-8 1/8" " 8 / 7 8 - ' 9 SHED SETBACK CH=6'-105 8" CH=8'-11" 176 EXISTING SHED TO BE RELOCATED EXISTING SPA TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. " 4 / 1 1 1 - ' 6 JACUZZI 6'-10 3/8" REMOVE EXISTING COUNTER TOP AND BASE CABINETS AND SINK CAP EXISTING WATER AND DRAIN LINES. " 2 1 / " 4 / 1 2 R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A ACADEMY DR EDGECLIFF TER Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T 152 EXISTENG STAIRCASE TO BE REMOVED EXISTING KITCHEN FURNITURE, COUNTERTOP, CABINETS TO BE REMOVED Ht 4'-1 3/16" 2'-6" Sill Ht W 11'-2 5/8" LAUNDRY " 2 / 1 6 - ' 7 CH=8'-7 1 16" D EXISTING FURNITURE, CUPBOARD TO BE REMOVED " 8 / 7 1 1 - ' 5 1 BH=6'-11" KITCHEN CH=8'-10 1/4" lvl. +0'-2 3/8" 11'-1 1/8" CH=8'-9" lvl. -5'-9 5/8" 1 2 3 4 5 6 7 8 9 lvl. ±0'-0" " 8 / 3 5 - ' 4 2 Ht 8'-7" 0'-0" Sill Ht CH=9'-33 8" W D W Ht 4'-3/4" 3'-7 3/4" Sill Ht CH=17'-4 7 8" 9'-6 5/8" D W Ht 2'-10" 0'-8" Sill Ht CH=9'-1" 1 2 3 4 5 6 EXISTING WC TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. EXISTING TUB TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. Ht 4'-7 1/2" 2'-0" Sill Ht EXISTING DOOR AND PORTION OF FRAME TO BE REMOVED. Ht 5'-5" 2'-5 1/2" Sill Ht W 11'-10 1/8" D MASTER BEDROOM CH=9'-0 5/8" " 8 / 1 8 - ' 1 1 W D 7'-8 1/8" 3'-8 1/8" W " 4 - ' 6 BATHROOM D CH=9'-0 5/8" D BH=6'-0 3 4" " 1 - ' 9 CH=9'-1 3/4" EXISTING WC TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. Ht 5'-5" 2'-4 3/4" Sill Ht EXISTING SHOWER TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. lvl. -1'-3 3/4" Ht 2'-10" 4'-10 5/8" Sill Ht CH=18'-5 1 2" EXISTING WASHBASIN TO BE REMOVED, CAP EXISTING WATER AND DRAIN LINES. lvl. -0'-8" Ht 5'-5" 2'-5 1/8" Sill Ht W " 8 / 5 3 - ' 2 1 STUDY CH=9'-1 3/8" D D BH=6'-81 4" EXISTENG STARCASE TO BE REMOVED DINING CH=9'-0 5/8" BH=6'-0 3 4" 236 " 8 / 5 3 - ' 5 6 " 8 / 7 2 - ' 2 1 W Ht 5'-5" 2'-5 1/8" Sill Ht 11'-4 5/8" CH=4'-9" BATHROOM " 8 / 3 2 - ' 7 D CH=8'-2 1 4" CH=3'-11 1 4" CH=6'-2" W.I.C. " 2 / 1 1 1 - ' 6 CH=7'-4 7 8" 11'-6 1/4" 15 14 13 12 7891011 EXISTING SKYLIGHT TO BE REMOVED. EXISTENG STAIRCASE TO BE REMOVED D 11'-9 3/4" D lvl. 9'-6 5/8" D W " 8 / 3 9 - ' 5 1 BEDROOM 2 CH=8'-2 1/4" BEDROOM 3 CH=8'-2 1/4" CH=8'-2 1 4" W " 6 - ' 4 1 Ht 4'-5 1/8" 2'-0" Sill Ht " 8 / 3 4 - ' 7 3 11'-1 1/2" CH=8'-2 1 4" CH=6'-3 1 2" D W.I.C. 8'-2 7/8" " 8 / 1 8 - ' 3 CH=4'-7 1 2" CH=6'-3 1 2" CH=6'-0 3 4" CH=6'-5 1 8" D CH=6'-2 5 8" CH=5'-4 1 2" W.I.C " 4 / 3 3 - ' 9 STUDY " 4 / 3 5 - ' 1 1 8'-4" CH=1'-10" D CH=6'-1 9 16" 6'-2 3/4" CH=4'-11" W CH=4'-11" Ht 3'-3 3/8" 1'-2 3/8" Sill Ht 24'-7 7/8" 5 1 / 2 " / 1 2 " 5 1 / 2 " / 1 2 " " 2 1 / " 2 / 1 5 " 2 1 / " 2 / 1 5 6 7/8" / 12" 6 7/8" / 12" 13'-9 3/4" D 13'-2 5/8" BH=7'-9 5 8" Ht 5'-5" 2'-5 1/8" Sill Ht W REMOVAL OF EXISTING CHIMNEY CH=9'-0 5/8" Ht 7'-3/8" 0'-0" Sill Ht W CH=13'-6 1 2" CH=9'-4" EXISTENG STARCASE TO BE REMOVED D ENTRY lvl. ±0'-0" BH=7'-7 7 8" 3 2 1 lvl. -1'-9 5/8" lvl. -1'-11 5/8" CH=8'-10 5/8" " 8 / 3 1 - ' 3 1 W Ht 5'-5" 2'-5 1/8" Sill Ht W Ht 5'-5" 2'-5 1/8" Sill Ht GREAT ROOM lvl. ±0'-0" 23'-6 1/8" COVERED PORCH CH=8' 28'-7 1/2" CURRENT SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)(cid:19)(cid:5) 4 CURRENT ROOF FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)(cid:19)(cid:5) 5 218 D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:47)(cid:40)(cid:42)(cid:40)(cid:49)D D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:42)(cid:40)(cid:49)(cid:40)(cid:53)(cid:36)(cid:47)(cid:3)(cid:49)(cid:50)(cid:55)(cid:40)(cid:54)(cid:29) (cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)W(cid:36)(cid:47)(cid:47)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) (cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)W(cid:44)(cid:49)D(cid:50)W(cid:3)(cid:54)(cid:44)(cid:47)(cid:47)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) 1(cid:17)(cid:16) (cid:38)(cid:50)(cid:50)(cid:53)D(cid:44)(cid:49)(cid:36)(cid:55)(cid:40)(cid:3)W(cid:44)(cid:55)(cid:43)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:3)(cid:41)(cid:50)(cid:53)(cid:3)(cid:44)(cid:55)(cid:40)(cid:48)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:54)(cid:36)(cid:47)(cid:57)(cid:36)(cid:42)(cid:40)D(cid:17) 2(cid:17)(cid:16) (cid:56)(cid:49)(cid:47)(cid:40)(cid:54)(cid:54)(cid:3)(cid:50)(cid:55)(cid:43)(cid:40)(cid:53)W(cid:44)(cid:54)(cid:40)(cid:3)(cid:44)(cid:49)D(cid:44)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:15)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:3)(cid:48)(cid:36)(cid:55)(cid:40)(cid:53)(cid:44)(cid:36)(cid:47)(cid:54)(cid:3)(cid:37)(cid:40)(cid:38)(cid:50)(cid:48)(cid:40)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:53)(cid:36)(cid:38)(cid:55)(cid:50)(cid:53)(cid:10)(cid:54) 3(cid:17)(cid:16) (cid:51)(cid:53)(cid:50)(cid:51)(cid:40)(cid:53)(cid:55)(cid:60)(cid:17)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:41)(cid:53)(cid:50)(cid:48)(cid:3)(cid:51)(cid:53)(cid:50)(cid:45)(cid:40)(cid:38)(cid:55)(cid:3)(cid:54)(cid:44)(cid:55)(cid:40)(cid:17) (cid:44)(cid:55)(cid:40)(cid:48)(cid:54)(cid:3)(cid:44)(cid:49)D(cid:44)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:3)(cid:36)(cid:49)D(cid:3)(cid:54)(cid:36)(cid:47)(cid:57)(cid:36)(cid:42)(cid:40)D(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:10)(cid:54)(cid:3)(cid:51)(cid:53)(cid:50)(cid:51)(cid:40)(cid:53)(cid:55)(cid:60)(cid:17)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:15) (cid:38)(cid:47)(cid:40)(cid:36)(cid:49)(cid:15)(cid:3)W(cid:53)(cid:36)(cid:51)(cid:3)(cid:44)(cid:49)(cid:3)(cid:51)(cid:47)(cid:36)(cid:54)(cid:55)(cid:44)(cid:38)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:51)(cid:36)(cid:47)(cid:47)(cid:40)(cid:55)(cid:44)(cid:61)(cid:40)(cid:17)(cid:3)(cid:44)(cid:55)(cid:40)(cid:48)(cid:54)(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:10)(cid:54) D(cid:40)(cid:54)(cid:44)(cid:42)(cid:49)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:54)(cid:55)(cid:50)(cid:53)(cid:36)(cid:42)(cid:40)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:17) W(cid:44)(cid:49)D(cid:50)W(cid:3)(cid:42)(cid:36)(cid:51)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) (cid:23)(cid:17)(cid:16) (cid:38)(cid:50)(cid:48)(cid:51)(cid:47)(cid:60)(cid:3)W(cid:44)(cid:55)(cid:43)(cid:3)(cid:40)(cid:51)(cid:36)(cid:3)(cid:53)(cid:40)(cid:42)(cid:56)(cid:47)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)D(cid:44)(cid:54)(cid:51)(cid:50)(cid:54)(cid:36)(cid:47)(cid:3)(cid:53)(cid:40)(cid:42)(cid:56)(cid:47)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:50)(cid:41)(cid:3)(cid:36)(cid:56)(cid:55)(cid:43)(cid:50)(cid:53)(cid:44)(cid:55)(cid:44)(cid:40)(cid:54)(cid:3)(cid:43)(cid:36)(cid:57)(cid:44)(cid:49)(cid:42) (cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:41)(cid:47)(cid:50)(cid:50)(cid:53)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) (cid:51)(cid:47)(cid:36)(cid:49)(cid:55)(cid:40)(cid:53)(cid:3)(cid:37)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:3)(cid:50)(cid:41)(cid:3)W(cid:50)(cid:50)D(cid:40)(cid:49)(cid:3)D(cid:40)(cid:38)(cid:46) (cid:44)(cid:49)(cid:38)(cid:47)(cid:56)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:44)(cid:55)(cid:54)(cid:3)(cid:40)(cid:47)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:54)(cid:17) 5(cid:17)(cid:16) (cid:45)(cid:56)(cid:53)(cid:44)(cid:54)D(cid:44)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17) (cid:44)(cid:55)(cid:3)(cid:44)(cid:54)(cid:3)(cid:49)(cid:50)(cid:55)(cid:3)(cid:40)(cid:59)(cid:51)(cid:40)(cid:38)(cid:55)(cid:40)D(cid:3)(cid:55)(cid:43)(cid:36)(cid:55)(cid:3)(cid:43)(cid:36)(cid:61)(cid:36)(cid:53)D(cid:50)(cid:56)(cid:54)(cid:3)(cid:48)(cid:36)(cid:55)(cid:40)(cid:53)(cid:44)(cid:36)(cid:47)(cid:54)(cid:3)W(cid:44)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:40)(cid:49)(cid:38)(cid:50)(cid:56)(cid:49)(cid:55)(cid:40)(cid:53)(cid:40)D(cid:3)(cid:44)(cid:49)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)W(cid:50)(cid:53)(cid:46)(cid:17) (cid:44)(cid:41)(cid:3)(cid:48)(cid:36)(cid:55)(cid:40)(cid:53)(cid:44)(cid:36)(cid:47)(cid:54)(cid:3)(cid:54)(cid:56)(cid:54)(cid:51)(cid:40)(cid:38)(cid:55)(cid:40)D(cid:3)(cid:50)(cid:41)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:43)(cid:36)(cid:61)(cid:36)(cid:53)D(cid:50)(cid:56)(cid:54)(cid:3)(cid:48)(cid:36)(cid:55)(cid:40)(cid:53)(cid:44)(cid:36)(cid:47)(cid:54)(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)(cid:40)(cid:49)(cid:38)(cid:50)(cid:56)(cid:49)(cid:55)(cid:40)(cid:53)(cid:40)D(cid:15) D(cid:50)(cid:3)(cid:49)(cid:50)(cid:55)(cid:3)D(cid:44)(cid:54)(cid:55)(cid:56)(cid:53)(cid:37)(cid:30)(cid:3)(cid:44)(cid:48)(cid:48)(cid:40)D(cid:44)(cid:36)(cid:55)(cid:40)(cid:47)(cid:60)(cid:3)(cid:49)(cid:50)(cid:55)(cid:44)(cid:41)(cid:60)(cid:3)(cid:36)(cid:53)(cid:38)(cid:43)(cid:44)(cid:55)(cid:40)(cid:38)(cid:55)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:17)(cid:3)(cid:43)(cid:36)(cid:61)(cid:36)(cid:53)D(cid:50)(cid:56)(cid:54)(cid:3)(cid:48)(cid:36)(cid:55)(cid:40)(cid:53)(cid:44)(cid:36)(cid:47)(cid:54) (cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:3)(cid:37)(cid:60)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:17) 6(cid:17)(cid:16) (cid:48)(cid:36)(cid:44)(cid:49)(cid:55)(cid:36)(cid:44)(cid:49)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:51)(cid:53)(cid:50)(cid:55)(cid:40)(cid:38)(cid:55)(cid:3)(cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:56)(cid:55)(cid:44)(cid:47)(cid:44)(cid:55)(cid:44)(cid:40)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:3)(cid:44)(cid:49)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:38)(cid:40)(cid:3)(cid:37)(cid:40)(cid:41)(cid:50)(cid:53)(cid:40)(cid:3)(cid:51)(cid:53)(cid:50)(cid:38)(cid:40)(cid:40)D(cid:44)(cid:49)(cid:42) W(cid:44)(cid:55)(cid:43)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:15)(cid:3)(cid:51)(cid:53)(cid:50)(cid:57)(cid:44)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:37)(cid:60)(cid:51)(cid:36)(cid:54)(cid:54)(cid:3)(cid:38)(cid:50)(cid:49)(cid:49)(cid:40)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:50)(cid:55)(cid:43)(cid:40)(cid:53)(cid:3)(cid:51)(cid:36)(cid:53)(cid:55)(cid:54)(cid:3)(cid:50)(cid:41)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:17) 7(cid:17)(cid:16) (cid:47)(cid:50)(cid:38)(cid:36)(cid:55)(cid:40)(cid:15)(cid:3)(cid:44)D(cid:40)(cid:49)(cid:55)(cid:44)(cid:41)(cid:60)(cid:15)(cid:3)(cid:54)(cid:43)(cid:56)(cid:55)(cid:3)(cid:50)(cid:41)(cid:41)(cid:15)(cid:3)D(cid:44)(cid:54)(cid:38)(cid:50)(cid:49)(cid:49)(cid:40)(cid:38)(cid:55)(cid:15)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:38)(cid:36)(cid:51)(cid:3)(cid:50)(cid:41)(cid:41)(cid:3)(cid:56)(cid:55)(cid:44)(cid:47)(cid:44)(cid:55)(cid:60)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40) D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:17) 8(cid:17)(cid:16) (cid:38)(cid:50)(cid:49)D(cid:56)(cid:38)(cid:55)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:50)(cid:51)(cid:40)(cid:53)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)D(cid:40)(cid:37)(cid:53)(cid:44)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:51)(cid:53)(cid:40)(cid:57)(cid:40)(cid:49)(cid:55)(cid:3)(cid:44)(cid:49)(cid:45)(cid:56)(cid:53)(cid:60)(cid:3)(cid:55)(cid:50) (cid:51)(cid:40)(cid:50)(cid:51)(cid:47)(cid:40)(cid:3)(cid:36)(cid:49)D(cid:3)D(cid:36)(cid:48)(cid:36)(cid:42)(cid:40)(cid:3)(cid:55)(cid:50)(cid:3)(cid:36)D(cid:45)(cid:36)(cid:38)(cid:40)(cid:49)(cid:55)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:54)(cid:44)(cid:55)(cid:40)(cid:3)(cid:44)(cid:48)(cid:51)(cid:53)(cid:50)(cid:57)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:54)(cid:17) (cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:53)(cid:50)(cid:50)(cid:41)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:17) (cid:28)(cid:17)(cid:16) (cid:51)(cid:53)(cid:50)(cid:57)(cid:44)D(cid:40)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:48)(cid:36)(cid:44)(cid:49)(cid:55)(cid:36)(cid:44)(cid:49)(cid:3)(cid:54)(cid:43)(cid:50)(cid:53)(cid:44)(cid:49)(cid:42)(cid:15)(cid:3)(cid:37)(cid:53)(cid:36)(cid:38)(cid:44)(cid:49)(cid:42)(cid:15)(cid:3)(cid:50)(cid:53)(cid:3)(cid:54)(cid:55)(cid:53)(cid:56)(cid:38)(cid:55)(cid:56)(cid:53)(cid:36)(cid:47)(cid:3)(cid:54)(cid:56)(cid:51)(cid:51)(cid:50)(cid:53)(cid:55)(cid:3)(cid:55)(cid:50)(cid:3)(cid:51)(cid:53)(cid:40)(cid:54)(cid:40)(cid:53)(cid:57)(cid:40) 5 1/2" / 12" 5 1/2" / 12" " 2 1 / " 2 1(cid:23)(cid:17)(cid:16) (cid:55)(cid:43)(cid:40)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:53)(cid:36)(cid:38)(cid:55)(cid:50)(cid:53)(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:53)(cid:40)(cid:51)(cid:47)(cid:36)(cid:38)(cid:40)(cid:3)(cid:36)(cid:49)(cid:60)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:44)(cid:55)(cid:40)(cid:48)(cid:54)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)D(cid:3)D(cid:56)(cid:53)(cid:44)(cid:49)(cid:42)(cid:3)(cid:55)(cid:43)(cid:40) D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:15)(cid:3)W(cid:43)(cid:44)(cid:38)(cid:43)(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:17)(cid:3)(cid:53)(cid:40)(cid:51)(cid:47)(cid:36)(cid:38)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:36)(cid:55)(cid:3)(cid:49)(cid:50)(cid:3)(cid:36)DD(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:36)(cid:47)(cid:3)(cid:38)(cid:50)(cid:54)(cid:55) (cid:55)(cid:50)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:17) 15(cid:17)(cid:16) W(cid:43)(cid:40)(cid:53)(cid:40)(cid:3)(cid:44)(cid:55)(cid:40)(cid:48)(cid:54)(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)D(cid:40)(cid:54)(cid:44)(cid:42)(cid:49)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:3)(cid:50)(cid:49)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)D(cid:53)(cid:36)W(cid:44)(cid:49)(cid:42)(cid:54)(cid:15)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49) (cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:44)(cid:49)(cid:38)(cid:47)(cid:56)D(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:36)(cid:54)(cid:54)(cid:50)(cid:38)(cid:44)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:43)(cid:36)(cid:49)(cid:42)(cid:40)(cid:53)(cid:54)(cid:15)(cid:3)(cid:36)(cid:38)(cid:38)(cid:40)(cid:54)(cid:54)(cid:50)(cid:53)(cid:44)(cid:40)(cid:54)(cid:15)(cid:3)(cid:36)(cid:51)(cid:51)(cid:56)(cid:53)(cid:55)(cid:40)(cid:49)(cid:36)(cid:49)(cid:38)(cid:40)(cid:54)(cid:15)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:53)(cid:50)(cid:47)(cid:54)(cid:15) (cid:36)(cid:49)D(cid:3)W(cid:44)(cid:53)(cid:44)(cid:49)(cid:42)(cid:3)(cid:56)(cid:49)(cid:47)(cid:40)(cid:54)(cid:54)(cid:3)(cid:49)(cid:50)(cid:55)(cid:40)D(cid:3)(cid:50)(cid:55)(cid:43)(cid:40)(cid:53)W(cid:44)(cid:54)(cid:40)(cid:17) 16(cid:17)(cid:16) (cid:53)(cid:40)(cid:47)(cid:50)(cid:38)(cid:36)(cid:55)(cid:40)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:53)(cid:40)(cid:38)(cid:50)(cid:49)(cid:49)(cid:40)(cid:38)(cid:55)(cid:3)(cid:36)(cid:38)(cid:55)(cid:44)(cid:57)(cid:40)(cid:3)(cid:51)(cid:50)(cid:53)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:50)(cid:41)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:40)(cid:47)(cid:40)(cid:38)(cid:55)(cid:53)(cid:44)(cid:38)(cid:36)(cid:47)(cid:3)(cid:54)(cid:60)(cid:54)(cid:55)(cid:40)(cid:48)(cid:3)(cid:50)(cid:56)(cid:55)(cid:54)(cid:44)D(cid:40)(cid:3)(cid:50)(cid:41) (cid:55)(cid:43)(cid:40)(cid:3)(cid:54)(cid:38)(cid:50)(cid:51)(cid:40)(cid:3)(cid:50)(cid:41)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:15)(cid:3)(cid:36)(cid:54)(cid:3)(cid:53)(cid:40)(cid:52)(cid:56)(cid:44)(cid:53)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:48)(cid:36)(cid:44)(cid:49)(cid:55)(cid:36)(cid:44)(cid:49)(cid:3)(cid:36)(cid:3)(cid:38)(cid:50)(cid:48)(cid:51)(cid:47)(cid:40)(cid:55)(cid:40)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:50)(cid:51)(cid:40)(cid:53)(cid:36)(cid:55)(cid:44)(cid:49)(cid:42) (cid:54)(cid:60)(cid:54)(cid:55)(cid:40)(cid:48)(cid:3)(cid:55)(cid:43)(cid:36)(cid:55)(cid:3)(cid:44)(cid:54)(cid:3)(cid:41)(cid:56)(cid:49)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:36)(cid:47)(cid:47)(cid:60)(cid:3)(cid:40)(cid:52)(cid:56)(cid:44)(cid:57)(cid:36)(cid:47)(cid:40)(cid:49)(cid:55)(cid:3)(cid:55)(cid:50)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:51)(cid:53)(cid:40)(cid:16)(cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:54)(cid:60)(cid:54)(cid:55)(cid:40)(cid:48)(cid:3)(cid:51)(cid:53)(cid:44)(cid:50)(cid:53)(cid:3)(cid:55)(cid:50) D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17) 17(cid:17)(cid:16) (cid:36)(cid:47)(cid:47)(cid:3)(cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:38)(cid:50)(cid:49)D(cid:56)(cid:44)(cid:55)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:38)(cid:50)(cid:49)D(cid:56)(cid:38)(cid:55)(cid:50)(cid:53)(cid:54)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:49)(cid:42)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:3)(cid:56)(cid:49)D(cid:40)(cid:53)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:53)(cid:36)(cid:38)(cid:55)(cid:3)(cid:49)(cid:50)(cid:55)(cid:3)(cid:55)(cid:50) (cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:16)(cid:56)(cid:54)(cid:40)D(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:55)(cid:40)(cid:53)(cid:48)(cid:44)(cid:49)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:36)(cid:55)(cid:3)(cid:47)(cid:36)(cid:54)(cid:55)(cid:3)(cid:51)(cid:50)(cid:53)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:50)(cid:41)(cid:3)(cid:38)(cid:44)(cid:53)(cid:38)(cid:56)(cid:44)(cid:55)(cid:3)(cid:53)(cid:40)(cid:52)(cid:56)(cid:44)(cid:53)(cid:44)(cid:49)(cid:42) (cid:40)(cid:49)(cid:40)(cid:53)(cid:42)(cid:44)(cid:61)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:37)(cid:40)(cid:41)(cid:50)(cid:53)(cid:40)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:17)(cid:3)(cid:44)(cid:41)(cid:3)(cid:36)(cid:3)(cid:38)(cid:44)(cid:53)(cid:38)(cid:56)(cid:44)(cid:55)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:50)(cid:49)(cid:47)(cid:60)(cid:3)(cid:55)(cid:43)(cid:40) D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:15)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:38)(cid:50)(cid:49)D(cid:56)(cid:44)(cid:55)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:38)(cid:50)(cid:49)D(cid:56)(cid:38)(cid:55)(cid:50)(cid:53)(cid:54)(cid:3)(cid:37)(cid:36)(cid:38)(cid:46)(cid:3)(cid:55)(cid:50)(cid:3)(cid:55)(cid:43)(cid:40) (cid:51)(cid:36)(cid:49)(cid:40)(cid:47)(cid:37)(cid:50)(cid:36)(cid:53)D(cid:3)(cid:50)(cid:53)(cid:3)(cid:37)(cid:36)(cid:54)(cid:40)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:44)D(cid:3)(cid:37)(cid:50)(cid:59)(cid:3)(cid:36)(cid:49)D(cid:3)D(cid:40)(cid:16)(cid:40)(cid:49)(cid:40)(cid:53)(cid:42)(cid:44)(cid:61)(cid:40)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:38)(cid:44)(cid:53)(cid:38)(cid:56)(cid:44)(cid:55)(cid:3)(cid:37)(cid:53)(cid:40)(cid:36)(cid:46)(cid:40)(cid:53)(cid:15) (cid:48)(cid:36)(cid:46)(cid:44)(cid:49)(cid:42)(cid:3)(cid:44)(cid:55)(cid:3)(cid:36)(cid:3)(cid:54)(cid:51)(cid:36)(cid:53)(cid:40)(cid:17)(cid:3)(cid:49)(cid:50)(cid:55)(cid:40)(cid:3)(cid:5)(cid:54)(cid:51)(cid:36)(cid:53)(cid:40)(cid:5)(cid:3)(cid:50)(cid:53)(cid:3)(cid:5)(cid:42)(cid:53)(cid:44)D(cid:16)(cid:54)(cid:51)(cid:36)(cid:53)(cid:40)(cid:5)(cid:3)(cid:36)(cid:38)(cid:38)(cid:50)(cid:53)D(cid:44)(cid:49)(cid:42)(cid:47)(cid:60)(cid:3)(cid:50)(cid:49)(cid:3)(cid:51)(cid:36)(cid:49)(cid:40)(cid:47)(cid:37)(cid:50)(cid:36)(cid:53)D D(cid:44)(cid:53)(cid:40)(cid:38)(cid:55)(cid:50)(cid:53)(cid:60)(cid:3)(cid:41)(cid:50)(cid:53)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:56)(cid:49)(cid:56)(cid:54)(cid:40)D(cid:3)(cid:38)(cid:44)(cid:53)(cid:38)(cid:56)(cid:44)(cid:55)(cid:53)(cid:60)(cid:17) 18(cid:17)(cid:16) (cid:36)(cid:47)(cid:47)(cid:3)D(cid:40)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:53)(cid:40)(cid:52)(cid:56)(cid:44)(cid:53)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)(cid:49)(cid:50)(cid:55)(cid:3)(cid:49)(cid:40)(cid:38)(cid:40)(cid:54)(cid:54)(cid:36)(cid:53)(cid:44)(cid:47)(cid:60)(cid:3)(cid:44)(cid:49)D(cid:44)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:50)(cid:49)(cid:3)(cid:51)(cid:47)(cid:36)(cid:49)(cid:54)(cid:17) (cid:48)(cid:36)(cid:45)(cid:50)(cid:53)(cid:3)(cid:40)(cid:52)(cid:56)(cid:44)(cid:51)(cid:48)(cid:40)(cid:49)(cid:55)(cid:3)(cid:44)(cid:54)(cid:3)(cid:44)(cid:49)D(cid:44)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:41)(cid:50)(cid:53)(cid:3)(cid:53)(cid:40)(cid:41)(cid:40)(cid:53)(cid:40)(cid:49)(cid:38)(cid:40)(cid:17)(cid:3)(cid:38)(cid:50)(cid:49)(cid:55)(cid:53)(cid:36)(cid:38)(cid:55)(cid:50)(cid:53)(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47)(cid:3)(cid:37)(cid:40)(cid:3)(cid:53)(cid:40)(cid:54)(cid:51)(cid:50)(cid:49)(cid:54)(cid:44)(cid:37)(cid:47)(cid:40) (cid:41)(cid:50)(cid:53)(cid:3)(cid:44)D(cid:40)(cid:49)(cid:55)(cid:44)(cid:41)(cid:60)(cid:44)(cid:49)(cid:42)(cid:3)D(cid:40)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:47)(cid:50)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:44)(cid:49)(cid:3)W(cid:36)(cid:47)(cid:47)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:3)(cid:36)(cid:49)D(cid:3)(cid:51)(cid:53)(cid:50)(cid:57)(cid:44)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:41)(cid:50)(cid:53) (cid:38)(cid:50)(cid:48)(cid:51)(cid:47)(cid:40)(cid:55)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:50)(cid:53)(cid:3)D(cid:40)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:36)(cid:54)(cid:54)(cid:50)(cid:38)(cid:44)(cid:36)(cid:55)(cid:40)D(cid:3)W(cid:44)(cid:53)(cid:44)(cid:49)(cid:42)(cid:15)(cid:3)(cid:38)(cid:50)(cid:49)D(cid:56)(cid:44)(cid:55)(cid:3)(cid:40)(cid:55)(cid:38)(cid:17) 1(cid:28)(cid:17)(cid:16) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:41)(cid:44)(cid:53)(cid:40)(cid:3)(cid:36)(cid:47)(cid:36)(cid:53)(cid:48)(cid:3)(cid:54)(cid:60)(cid:54)(cid:55)(cid:40)(cid:48)(cid:3)D(cid:40)(cid:57)(cid:44)(cid:38)(cid:40)(cid:54)(cid:3)(cid:36)(cid:55)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:3)W(cid:36)(cid:47)(cid:47)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47) (cid:36)(cid:37)(cid:36)(cid:49)D(cid:50)(cid:49)(cid:40)D(cid:3)(cid:38)(cid:36)(cid:37)(cid:47)(cid:44)(cid:49)(cid:42)(cid:3)(cid:37)(cid:36)(cid:38)(cid:46)(cid:3)(cid:55)(cid:50)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:41)(cid:44)(cid:53)(cid:40)(cid:3)(cid:36)(cid:47)(cid:36)(cid:53)(cid:48)(cid:3)(cid:51)(cid:36)(cid:49)(cid:40)(cid:47)(cid:17) 2(cid:19)(cid:17)(cid:16) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:38)(cid:50)(cid:48)(cid:48)(cid:56)(cid:49)(cid:44)(cid:38)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:38)(cid:36)(cid:37)(cid:47)(cid:44)(cid:49)(cid:42)(cid:3)(cid:44)(cid:49)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:17)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42) (cid:38)(cid:50)(cid:48)(cid:48)(cid:56)(cid:49)(cid:44)(cid:38)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:54)(cid:3)(cid:38)(cid:36)(cid:37)(cid:47)(cid:44)(cid:49)(cid:42)(cid:3)(cid:44)(cid:49)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:3)(cid:55)(cid:43)(cid:36)(cid:55)(cid:3)(cid:44)(cid:54)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:3)(cid:44)(cid:49)(cid:55)(cid:36)(cid:38)(cid:55)(cid:3)(cid:54)(cid:43)(cid:36)(cid:47)(cid:47) (cid:37)(cid:40)(cid:3)(cid:51)(cid:53)(cid:50)(cid:55)(cid:40)(cid:38)(cid:55)(cid:40)D(cid:3)D(cid:56)(cid:53)(cid:44)(cid:49)(cid:42)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17)(cid:3)(cid:38)(cid:50)(cid:50)(cid:53)D(cid:44)(cid:49)(cid:36)(cid:55)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:38)(cid:36)(cid:37)(cid:47)(cid:44)(cid:49)(cid:42)(cid:3)(cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:36)(cid:47) (cid:53)(cid:40)(cid:52)(cid:56)(cid:44)(cid:53)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:54)(cid:3)W(cid:44)(cid:55)(cid:43)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:50)W(cid:49)(cid:40)(cid:53)(cid:3)(cid:51)(cid:53)(cid:44)(cid:50)(cid:53)(cid:3)(cid:55)(cid:50)(cid:3)(cid:38)(cid:50)(cid:48)(cid:48)(cid:40)(cid:49)(cid:38)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:3)(cid:50)(cid:41)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17) 21(cid:17)(cid:16) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:36)(cid:47)(cid:47)(cid:3)(cid:51)(cid:47)(cid:56)(cid:48)(cid:37)(cid:44)(cid:49)(cid:42)(cid:3)(cid:51)(cid:44)(cid:51)(cid:44)(cid:49)(cid:42)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:38)(cid:44)(cid:49)(cid:42)(cid:3)(cid:41)(cid:44)(cid:59)(cid:55)(cid:56)(cid:53)(cid:40)(cid:54)(cid:3)(cid:44)(cid:49)D(cid:44)(cid:38)(cid:36)(cid:55)(cid:40)D(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:54)(cid:43)(cid:40)D(cid:17) (cid:53)(cid:40)(cid:48)(cid:50)(cid:57)(cid:40)(cid:3)(cid:51)(cid:44)(cid:51)(cid:44)(cid:49)(cid:42)(cid:3)(cid:37)(cid:36)(cid:38)(cid:46)(cid:3)(cid:55)(cid:50)(cid:3)(cid:55)(cid:43)(cid:40)(cid:3)(cid:48)(cid:36)(cid:44)(cid:49)(cid:3)(cid:53)(cid:44)(cid:54)(cid:40)(cid:53)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:38)(cid:36)(cid:51)(cid:17)(cid:3)(cid:38)(cid:36)(cid:51)(cid:3)(cid:56)(cid:49)D(cid:40)(cid:53)(cid:42)(cid:53)(cid:50)(cid:56)(cid:49)D(cid:3)(cid:54)(cid:36)(cid:49)(cid:44)(cid:55)(cid:36)(cid:53)(cid:60) (cid:54)(cid:40)W(cid:40)(cid:53)(cid:3)(cid:37)(cid:60)(cid:3)(cid:38)(cid:36)(cid:51)(cid:51)(cid:44)(cid:49)(cid:42)(cid:3)(cid:51)(cid:44)(cid:51)(cid:40)(cid:3)(cid:37)(cid:40)(cid:47)(cid:50)W(cid:3)(cid:41)(cid:47)(cid:50)(cid:50)(cid:53)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:44)(cid:49)(cid:54)(cid:55)(cid:36)(cid:47)(cid:47)(cid:44)(cid:49)(cid:42)(cid:3)(cid:36)(cid:3)(cid:41)(cid:47)(cid:50)(cid:50)(cid:53)(cid:3)(cid:38)(cid:47)(cid:40)(cid:36)(cid:49)(cid:50)(cid:56)(cid:55)(cid:17) (cid:19)(cid:10) 1(cid:10) 2(cid:10) (cid:19)(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 15(cid:10) CURRENT FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)(cid:19)(cid:5) 2(cid:19)(cid:10) 3 35(cid:10) W D EXISTING GLASS BLOCK WINDOW TO BE REMOVED. EXISTING DOOR AND PORTION OF FRAME TO BE REMOVED. 3(cid:19)(cid:10) 65(cid:10) (cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:54)(cid:55)(cid:36)(cid:37)(cid:44)(cid:47)(cid:44)(cid:55)(cid:60)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:51)(cid:53)(cid:40)(cid:57)(cid:40)(cid:49)(cid:55)(cid:3)(cid:48)(cid:50)(cid:57)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:15)(cid:3)(cid:54)(cid:40)(cid:55)(cid:55)(cid:47)(cid:40)(cid:48)(cid:40)(cid:49)(cid:55)(cid:15)(cid:3)(cid:50)(cid:53)(cid:3)(cid:38)(cid:50)(cid:47)(cid:47)(cid:36)(cid:51)(cid:54)(cid:40)(cid:17) 1(cid:19)(cid:17)(cid:16) (cid:51)(cid:53)(cid:50)(cid:55)(cid:40)(cid:38)(cid:55)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:54)(cid:55)(cid:53)(cid:56)(cid:38)(cid:55)(cid:56)(cid:53)(cid:40)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:44)(cid:49)(cid:55)(cid:40)(cid:53)(cid:44)(cid:50)(cid:53)(cid:3)(cid:41)(cid:53)(cid:50)(cid:48)(cid:3)W(cid:40)(cid:36)(cid:55)(cid:43)(cid:40)(cid:53)(cid:3)(cid:36)(cid:49)D(cid:3)W(cid:36)(cid:55)(cid:40)(cid:53)(cid:3)(cid:47)(cid:40)(cid:36)(cid:46)(cid:36)(cid:42)(cid:40) (cid:36)(cid:49)D(cid:3)D(cid:36)(cid:48)(cid:36)(cid:42)(cid:40)(cid:17) 11(cid:17)(cid:16) (cid:51)(cid:53)(cid:50)(cid:55)(cid:40)(cid:38)(cid:55)(cid:3)W(cid:36)(cid:47)(cid:47)(cid:54)(cid:15)(cid:3)(cid:38)(cid:40)(cid:44)(cid:47)(cid:44)(cid:49)(cid:42)(cid:54)(cid:15)(cid:3)(cid:41)(cid:47)(cid:50)(cid:50)(cid:53)(cid:54)(cid:15)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:40)(cid:59)(cid:51)(cid:50)(cid:54)(cid:40)D(cid:3)(cid:41)(cid:44)(cid:49)(cid:44)(cid:54)(cid:43)(cid:40)(cid:54)(cid:3)(cid:55)(cid:43)(cid:36)(cid:55)(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:17) (cid:38)(cid:50)(cid:57)(cid:40)(cid:53)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:51)(cid:53)(cid:50)(cid:55)(cid:40)(cid:38)(cid:55)(cid:3)(cid:41)(cid:44)(cid:59)(cid:55)(cid:56)(cid:53)(cid:40)(cid:54)(cid:15)(cid:3)(cid:41)(cid:56)(cid:53)(cid:49)(cid:44)(cid:54)(cid:43)(cid:44)(cid:49)(cid:42)(cid:54)(cid:15)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:40)(cid:52)(cid:56)(cid:44)(cid:51)(cid:48)(cid:40)(cid:49)(cid:55)(cid:3)(cid:55)(cid:43)(cid:36)(cid:55)(cid:3)(cid:36)(cid:53)(cid:40)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:17) 12(cid:17)(cid:16) (cid:49)(cid:40)(cid:36)(cid:55)(cid:47)(cid:60)(cid:3)(cid:38)(cid:56)(cid:55)(cid:3)(cid:50)(cid:51)(cid:40)(cid:49)(cid:44)(cid:49)(cid:42)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:43)(cid:50)(cid:47)(cid:40)(cid:54)(cid:3)(cid:51)(cid:47)(cid:56)(cid:48)(cid:37)(cid:15)(cid:3)(cid:54)(cid:52)(cid:56)(cid:36)(cid:53)(cid:40)(cid:15)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:55)(cid:53)(cid:56)(cid:40)(cid:3)(cid:55)(cid:50)(cid:3)D(cid:44)(cid:48)(cid:40)(cid:49)(cid:54)(cid:44)(cid:50)(cid:49)(cid:54) (cid:53)(cid:40)(cid:52)(cid:56)(cid:44)(cid:53)(cid:40)D(cid:17)(cid:3)(cid:56)(cid:54)(cid:40)(cid:3)(cid:38)(cid:56)(cid:55)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:48)(cid:40)(cid:55)(cid:43)(cid:50)D(cid:54)(cid:3)(cid:47)(cid:40)(cid:36)(cid:54)(cid:55)(cid:3)(cid:47)(cid:44)(cid:46)(cid:40)(cid:47)(cid:60)(cid:3)(cid:55)(cid:50)(cid:3)D(cid:36)(cid:48)(cid:36)(cid:42)(cid:40)(cid:3)(cid:38)(cid:50)(cid:49)(cid:54)(cid:55)(cid:53)(cid:56)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49) (cid:50)(cid:53)(cid:3)(cid:36)D(cid:45)(cid:50)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:38)(cid:50)(cid:49)(cid:54)(cid:55)(cid:53)(cid:56)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17) 13(cid:17)(cid:16) (cid:51)(cid:53)(cid:50)(cid:48)(cid:51)(cid:55)(cid:47)(cid:60)(cid:3)(cid:51)(cid:36)(cid:55)(cid:38)(cid:43)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:53)(cid:40)(cid:51)(cid:36)(cid:44)(cid:53)(cid:3)(cid:43)(cid:50)(cid:47)(cid:40)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)D(cid:36)(cid:48)(cid:36)(cid:42)(cid:40)D(cid:3)(cid:54)(cid:56)(cid:53)(cid:41)(cid:36)(cid:38)(cid:40)(cid:54)(cid:3)(cid:50)(cid:41)(cid:3)(cid:37)(cid:56)(cid:44)(cid:47)D(cid:44)(cid:49)(cid:42)(cid:3)(cid:38)(cid:36)(cid:56)(cid:54)(cid:40)D (cid:37)(cid:60)(cid:3)D(cid:40)(cid:48)(cid:50)(cid:47)(cid:44)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17)(cid:3)(cid:53)(cid:40)(cid:54)(cid:55)(cid:50)(cid:53)(cid:40)(cid:3)(cid:40)(cid:59)(cid:51)(cid:50)(cid:54)(cid:40)D(cid:3)(cid:41)(cid:44)(cid:49)(cid:44)(cid:54)(cid:43)(cid:40)(cid:54)(cid:3)(cid:50)(cid:41)(cid:3)(cid:51)(cid:36)(cid:55)(cid:38)(cid:43)(cid:40)D(cid:3)(cid:36)(cid:53)(cid:40)(cid:36)(cid:54)(cid:3)(cid:36)(cid:49)D(cid:3)(cid:40)(cid:59)(cid:55)(cid:40)(cid:49)D(cid:3)(cid:41)(cid:44)(cid:49)(cid:44)(cid:54)(cid:43) (cid:53)(cid:40)(cid:54)(cid:55)(cid:50)(cid:53)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:44)(cid:49)(cid:55)(cid:50)(cid:3)(cid:53)(cid:40)(cid:48)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:36)D(cid:45)(cid:50)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:38)(cid:50)(cid:49)(cid:54)(cid:55)(cid:53)(cid:56)(cid:38)(cid:55)(cid:44)(cid:50)(cid:49)(cid:17) L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E DEMOLITION PLAN S H E E T A102 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A f o i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a g n n r e c n o c i s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 196 GARDEN " 1 1 - ' 3 1 SETBACK lvl. +1' 23'-3 3/8" 15'-11" " 8 / 7 9 - ' 4 / " 4 1 8 - ' 5 2 PERMEABLE FLOOR / " 4 3 6 - ' 0 3 CARPORT 485 SQ.FT lvl. -0'-6" 176 " 7 - ' 1 " 4 - ' 0 1 " 8 / 3 6 - ' 6 S E C T I O N B 81'-3 7/8" PROPERTY LINE GARDEN 7'-8 1/8" RELOCATED EXISTING STORAGE " 8 / 7 8 - ' 9 " 8 / 7 5 - ' 3 " 8 / 7 3 - ' 3 " 2 / 1 2 - ' 6 17'-9 3/4" 10'-9 3/4" lvl. -0'-6" 3'-6" 12'-3 3/4" lvl. -1'-6" D07 W11 TERRACE 104 SQ.FT lvl. ±0'-0" " 8 / 5 1 - ' 8 MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" " 2 / 1 6 - ' 7 11'-2 5/8" D06 3'-9 3/4" W10 11'-10 1/2" W09 MASTER SUITE 188 SQ.FT lvl. ±0'-0" lvl. -0'-6" / " 8 1 1 - ' 6 1 11'-8 1/2" / " 8 1 4 - ' 3 TOILET 32 SQ.FT 3'-4 1/8" 4'-4" D02 W06 2'-0" D03 1'-9 1/4" MAIN DRESSROOM 69 SQ.FT 9'-10 3/4" / " 4 3 2 - ' 6 / " 8 5 0 - ' 2 1 " 5 - ' 1 11'-1 1/8" LAUNDRY 93 SQ.FT lvl. ±0'-0" / " 4 3 9 - ' 7 D04 " 5 - ' 2 W08 D05 4'-8 1/2" D05.1 3'-4 1/8" 4'-2 7/8" 678 45 4 45 W07 lvl. -1'-6" -3 -2 -1 TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" " 4 / 3 4 - ' 1 1 " 2 / 1 8 - ' 1 1 15'-9 3/8" 3'-0" lvl. -1'-6" PERMEABLE FLOOR " 9 - ' 3 1 " 8 / 5 9 - ' 3 3 / " 8 3 3 - ' 3 / " 8 1 6 - ' 0 3 ROOF lvl. +9'-6" 12'-4 5/8" 2'-11 1/2" 2'-0 5/8" GARDEN 236 1 0 8 ' - 8 1 / 4 " A A SECTION SECTION / " 8 1 7 - ' 6 / " 8 5 5 - ' 5 / " 8 1 1 1 - ' 2 1 A SECTION 9 1'- 2 1 / 8 " DOOR(cid:54)(cid:3)(cid:54)C(cid:43)ED(cid:56)LE DOOR N° DESCRIPTION WIDTH HEIGHT N° PANELS MATERIAL EXTERIOR SWING DOOR 3'-11 5/8" INTERIOR SWING DOOR 3'-4 3/16" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR D05.1 FIXED 3'-8 1/8" 3'-4 1/2" 2'-5 1/2" 10 1/4" 3'-5 1/2" INTERIOR SWING DOOR EXTERIOR SWING DOOR 3'-6 1/16" INTERIOR SWING DOOR 3'-7" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR 3'-2 1/2" 3'-2 1/2" 3'-4 1/8" 2'-1/8" INTERIOR SWING DOOR 3'-4 1/8" D01 D02 D03 D04 D05 D06 D07 D10 D11 D12 D13 D14 D15 D16 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 107 6' 7/8" 6' 7/8" 8'-0" 8'-0" 7'-2 5/8" 7'-2 5/8" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 METALLIC WOOD WOOD WOOD WOOD WOOD WOOD METALLIC WOOD WOOD WOOD WOOD GLASS GLASS GLASS EXTERIOR SWING DOOR 2'-1 13/16" 8'-0" WINDOWS SCHEDULE WINDOW N° WINDOW TYPE WIDTH HEIGHT SILL HT HEAD HT MATERIAL 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 108 ALUMINIUM+GLASS W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 FIXED SLIDING SLIDING SLIDING SLIDING SLIDING FIXED FIXED SLIDING FIXED FIXED FIXED SLIDING SLIDING SLIDING-FIXED 2(cid:10) 0(cid:10) 1(cid:10) 3'-5/8" 6'-3 13/16" 6'-3 9/16" 8'-11 11/16" 12'-3 11/16" 3'-4 3/16" 3'-4 5/8" 2'-8 1/4" 6'-8" 1'-9 1/2" 8'-0" 8'-0" 5'-0" 8'-0" 8'-0" 3'-0" 12'-0" 5'-0" 8'-0" 8'-0" 3'-6 5/16" 7'-8 3/4" 4'-1" 3'-7 3/8" 3'-7 3/16" 3'-7/16" (cid:23)(cid:10) 8'-0" 3'-5" 3'-5" 5'-10" 0(cid:10) 1(cid:10) 3(cid:10) 7(cid:10) 0'-0" 0'-0" 3'-0" 0'-0" 0'-0" 5'-0" 4'-4" 3'-0" 0'-0" 0'-0" 0'-0" 0'-0" 3'-0" 3'-0" 0'-0" 8(cid:10) 1(cid:24)(cid:10) / " 4 3 3 - ' 2 1 lvl. -0'-6" W05 DINING 151 SQ.FT KITCHEN 141 SQ.FT lvl. ±0'-0" / " 8 3 7 - ' 2 1 W04 GARDEN " 3 - ' 5 CHIMNEY 4'-3 5/8" / " 8 5 1 1 - ' 8 PERMEABLE FLOOR TERRACE lvl. ±0'-0" 7'-2 3/4" ENTRY D01 lvl. ±0'-0" LIVING 322 SQ.FT lvl. ±0'-0" W01 23'-6 1/8" W02 " 8 / 1 2 - ' 7 1 PORCH " 8 / 5 6 - ' 3 1 W03 " 8 7 / 0 1 - ' 1 1 " 8 / 3 4 - ' 4 " 0 1 - ' 5 GARDEN 218 16'-4" ALUMINIUM+GLASS 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 7'-8 3/4" ALUMINIUM+GLASS 8'-0" 6'-5" 6'-5" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 5'-10" ALUMINIUM+GLASS 32'-6 3/4" S E C T I O N B 3'-5 1/8" PROPOSED FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 6 20(cid:10) 3(cid:24)(cid:10) 30(cid:10) 6(cid:24)(cid:10) NE(cid:58)(cid:3)(cid:58)ALL(cid:54) NE(cid:58)(cid:3)(cid:58)ALL NE(cid:58)(cid:3)BR(cid:44)C(cid:46)(cid:3)(cid:58)ALL NE(cid:58)(cid:3)DOOR(cid:54)(cid:3)AND(cid:3)(cid:58)(cid:44)NDO(cid:58)(cid:54) D01 W01 DOOR(cid:3)N(cid:56)MBER (cid:58)(cid:44)NDO(cid:58)(cid:3)N(cid:56)MBER GENERAL NOTES: 1.- VERIFY ALL DIMENSIONS AT JOB SITE. 2.- DO NOT SCALE DRAWINGS. 3.- USE TREATED WOOD FOR THE BASE PLATES OF ALL EXTERIOR WALLS. 4.- ALL STUDS ARE 16" ON CENTER. 5.- WINDOW MEASUREMENTS WILL APPEAR ON THE APPROPRIATE SHEET. 6.- R-38 BATT INSULATION WILL BE USED FOR THE CEILING AND R-13 FOR THE EXTERIOR WALLS. 7.- 5/8" DRYWALL TAPED AND SANDED. 8.- ALL HEADER SPACERS MUST BE CONTINUOUS 1/2" PLYWOOD. 9.- SUPPORT POSTS MUST BE TREATED. 10.- FOR WIND BRACING AT CORNERS USE 1/2" PLYWOOD WITH BLOCKING AT SPLICE. 11.- COAX CABLE AT ALL TV AND PHONE LOCATIONS. 12.- ALL FRAMING AND STRUCTURAL DESIGNS NEED TO MEET 90 M.P.H. WIND CRITERIA AS PER SEC. R301.2(4). 13.- PRESSURE TREATED WOOD OR OTHER APPROVED DECAY-RESISTANT WOOD SILLS, SILL AND SLEEPERS, OR BOTTOM PLATES THAT REST ON CONCRETE OR MASONRY WALL OR SLABS ON GRADE TO MEET SEC R404.2. 14.- HANDRAILS SHALL BE PROVIDED ON ALL STAIRS/STEPS WITH A MINIMUM OF FOUR (4) RISERS IN ACCORDANCE WITH SEC. R311.7.8 (MINIMUM RISE 10", MAXIMUM RISER 7 3/4"). . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A ACADEMY DR EDGECLIFF TER S E C T I O N B ROOF RELOCATED STORAGE R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T 1'-11 3/4" 3'-5 7/8" 12'-4 1/8" 12'-3 5/8" L A E S 10/09/2024 " 8 / 3 6 - ' 9 / " 2 1 8 - ' 2 1 W15 / " 8 7 0 - ' 9 / " 8 5 1 1 - ' 1 / " 2 1 0 - ' 4 3 W13 / " 8 3 1 1 - ' 1 2 EMPTY ROOF 11'-5 3/8" BATHROOM 92 SQ.FT D11 / " 8 5 4 - ' 5 11'-5 1/2" STORAGE 80 SQ.FT / " 2 1 1 1 - ' 6 D10 lvl. +9'-6" 3'-9 5/8" W07 14 13 12 11 678910 45 4 8'-3 3/8" 7'-1" 7'-7 3/4" D12 D13 / " 8 5 1 1 - ' 1 3 2 / " 8 5 2 - ' 6 1 W14 / " 8 5 3 - ' 2 1 BEDROOM 1 233 SQ.FT BEDROOM 2 184 SQ.FT D14 D15 " 4 1 / 4 - ' 4 1 " 8 / 1 6 - ' 0 1 STUDY 85 SQ.FT 6'-2 3/4" D16 W12 8'-1 1/4" ROOF " 8 / 5 1 - ' 6 / " 8 5 2 - ' 1 1 / " 8 3 7 - ' 7 / " 4 1 2 - ' 9 / " 4 3 0 - ' 3 1 " 8 / 1 0 - ' 0 1 " 8 / 5 1 1 - ' 9 A SECTION m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET 10'-7 1/2" 10'-7 1/2" S E C T I O N B 15'-3 1/4" 1'-9 3/8" D R A W I N G T I T L E PROPOSED SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 7 PLAN S H E E T A103 If Printed at 11X17, Scale is Half Noted on Sheet " 8 / 5 6 - ' 0 1 " 8 / 5 6 - ' 0 1 8'-3 3/8" ROOF " 2 / 1 8 - ' 3 RIDGE E G D ROOF R I ROOF lvl. +1' 15'-9 7/8" 106 15'-10 7/8" 3'-5 3/4" 8'-0 1/2" 3'-8 1/8" 11'-9 1/2" / " 8 5 1 1 - ' 1 3 2 1 / " 4 1 2 - ' 9 16'-6 3/4" 5'-5 3/4" 11'-8 5/8" 11'-2 5/8" 196 S E C T I O N B 81'-3 7/8" PROPERTY LINE 1 0 ' - 0 " SETBACK lvl. -0'-6" 15'-0" PROPOSED CARPORT EMPTY 176 RELOCATED EXISTING STORAGE lvl. +6'-10" lvl. -1'-6" TERRACE PROPOSED DECK lvl. -1'-6" 5'-0" POOL lvl. -5'-6" 152 lvl. -1'-6" PERMEABLE FLOOR . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o A L T A V I S T A A V E SECTION A PERMEABLE FLOOR ROOF lvl. +9'-6" lvl. -0'-6" 106 9 1'- 2 1 / 8 " 107 108 EXISTING TWO STORY RESIDENCE 3BED/2.5BA ROOF RIDGE lvl. +20' 11 1/2" ROOF ADDITION STAIR CASE 236 TERRACE lvl. +0.00 1 0 8 ' - 8 1 / 4 " A SECTION ROOF lvl. +18' 1/2" GARDEN EXISTING COVERED PORCH S E C T I O N B GARDEN 218 " 0 - ' 5 2 i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 15(cid:10) 20(cid:10) 35(cid:10) 30(cid:10) 65(cid:10) ROOF FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 8 Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E ROOF PLAN S H E E T A104 If Printed at 11X17, Scale is Half Noted on Sheet DOOR(cid:54)(cid:3)(cid:54)C(cid:43)ED(cid:56)(cid:47)E DOOR N° DESCRIPTION WIDTH HEIGHT N° PANELS MATERIAL Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. / " 4 3 6 - ' 6 EXTERIOR SWING DOOR 3'-11 5/8" INTERIOR SWING DOOR 3'-4 3/16" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR D05.1 FIXED 3'-8 1/8" 3'-4 1/2" 2'-5 1/2" 10 1/4" 3'-5 1/2" INTERIOR SWING DOOR EXTERIOR SWING DOOR 3'-6 1/16" INTERIOR SWING DOOR 3'-7" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR 3'-2 1/2" 3'-2 1/2" 3'-4 1/8" 2'-1/8" INTERIOR SWING DOOR 3'-4 1/8" D01 D02 D03 D04 D05 D06 D07 D10 D11 D12 D13 D14 D15 D16 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6' 7/8" 6' 7/8" 8'-0" 8'-0" 7'-2 5/8" 7'-2 5/8" EXTERIOR SWING DOOR 2'-1 13/16" 8'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 METALLIC WOOD WOOD WOOD WOOD WOOD WOOD METALLIC WOOD WOOD WOOD WOOD GLASS GLASS GLASS ROOF MAINTENANCE, FINISHED IN BLACK. RIDGE ROOF EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. ROOF MAINTENANCE, FINISHED IN BLACK. ROOF lvl. +9'-6" WINDOWS SCHEDULE WINDOW N° WINDOW TYPE WIDTH HEIGHT SILL HT HEAD HT MATERIAL W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 FIXED SLIDING SLIDING SLIDING SLIDING SLIDING FIXED FIXED SLIDING FIXED FIXED FIXED SLIDING SLIDING 3'-5/8" 6'-3 13/16" 6'-3 9/16" 8'-11 11/16" 12'-3 11/16" 3'-4 3/16" 3'-4 5/8" 2'-8 1/4" 6'-8" 1'-9 1/2" 8'-0" 8'-0" 5'-0" 8'-0" 8'-0" 3'-0" 12'-0" 5'-0" 8'-0" 8'-0" 3'-6 5/16" 7'-8 3/4" 4'-1" 3'-7 3/8" 3'-7 3/16" 8'-0" 3'-5" 3'-5" SLIDING-FIXED 3'-7/16" 5'-10" 0'-0" 0'-0" 3'-0" 0'-0" 0'-0" 5'-0" 4'-4" 3'-0" 0'-0" 0'-0" 0'-0" 0'-0" 3'-0" 3'-0" 0'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 16'-4" ALUMINIUM+GLASS 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 7'-8 3/4" ALUMINIUM+GLASS 8'-0" 6'-5" 6'-5" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 5'-10" ALUMINIUM+GLASS . C L L i , n g s e D e v i t a N n i t s u A PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. GARDEN lvl. +27'-6 1/4" ACADEMY DR EDGECLIFF TER CHIMNEY DRAFT ROOF MAINTENANCE, FINISHED IN BLACK. lvl. +20'-11 1/2" lvl. +18'-1/2" " 6 - ' 0 ROOF lvl. +16'-10" W12 D16 " 6 - ' 7 R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T / " 8 7 9 - ' 6 1 WOODEN WALL FINISHED WITH WHITE PAINT. EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. lvl. +3'-0" " 6 - ' 9 " 0 - ' 8 W01 W02 " 0 - ' 8 CARPORT lvl. -0'-6" lvl. ±0'-0" PORCH lvl. -0'-7" " 0 - ' 3 " 6 - ' 4 EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. FOUNDATION FINISHED WITH QUARRY LAMINATED STONE. EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. GARDEN WOODEN WALL FINISHED IN BLACK ROOF MAINTENANCE, FINISHED IN BLACK. Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. WHITE DRYWALL CEILING PTR 6X6" STEEL METAL BEAM FINISHED WITH BLACK ENAMEL PAINT. BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. ROOF lvl. +9'-6" RIDGE lvl. +20'-11 1/2" WHITE DRYWALL CEILING WHITE DRYWALL CEILING lvl. +16' 10" " 8 / 7 0 1 - ' 9 " 8 / 5 0 1 - ' 0 1 " 0 - ' 8 BEDROOM 1 D12 D13 BEDROOM 2 W07 " 8 / 7 9 - ' 6 1 WOODEN WALL FINISHED WITH WHITE PAINT. WOODEN WALL FINISHED IN BLACK lvl. -1'-6" NORTH ELEVATION (cid:22)(cid:18)(cid:20)(cid:25)(cid:5)(cid:32)(cid:20)(cid:10)(cid:16)(cid:19)(cid:5) 9 " 6 - ' 9 " 4 / 3 6 - ' 8 " 0 - ' 8 WHITE DRYWALL INTERIOR WALL D03 " 7 - ' 9 " 0 - ' 9 lvl. +3'-0" WOODEN DECK WOODEN WALL FINISHED IN BLACK GARDEN CARPORT lvl. -0'-6" lvl. ±0'-0" lvl. ±0'-0" DINING KITCHEN PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. NATURAL GROUND lvl. +27'-6 1/4" lvl. +27'-6 1/4" " 0 - ' 3 " 6 - ' 1 " 6 - ' 4 lvl. -1'-6" GARDEN Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. " 8 / 1 0 1 - ' 4 1 CHIMNEY DRAFT ROOF MAINTENANCE, FINISHED IN BLACK. RIDGE lvl. +20"-11" CHIMNEY DRAFT / " 4 3 5 - ' 9 Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. NEW WOODEN WALL FINISHED WITH WHITE PAINT ROOF lvl. +18'-1/2" CROSS SECTION A-A (cid:22)(cid:18)(cid:20)(cid:25)(cid:5)(cid:32)(cid:20)(cid:10)(cid:16)(cid:19)(cid:5) 10 QUARRY LAMINATED LAVA STONE IN WALLS WOODEN WALL FINISHED WITH BLACK PAINT. BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. lvl. +8'-6 3/4" lvl. +9'-9 1/4" (cid:19)(cid:10) (cid:20)(cid:10) (cid:21)(cid:10) (cid:19)(cid:10) (cid:20)(cid:10) (cid:22)(cid:10) (cid:23)(cid:10) (cid:26)(cid:10) (cid:27)(cid:10) (cid:20)(cid:24)(cid:10) " 4 / 3 0 - ' 9 RELOCATED EXISTING STORAGE (cid:21)(cid:19)(cid:10) (cid:22)(cid:24)(cid:10) (cid:22)(cid:19)(cid:10) (cid:25)(cid:24)(cid:10) " 0 1 - ' 5 W15 W06 " 0 - ' 3 " 0 - ' 5 lvl. -0'-6" EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. W13 " 5 - ' 3 " 0 - ' 3 " 0 - ' 8 W05 " 4 / 3 6 - ' 8 D01 " 0 - ' 8 ROOF " 6 - ' 8 " 6 - ' 0 " 0 - ' 9 ENTRY PORCH lvl. ±0'-0" ROOF MAINTENANCE, FINISHED IN BLACK EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. EAST ELEVATION (cid:22)(cid:18)(cid:20)(cid:25)(cid:5)(cid:32)(cid:20)(cid:10)(cid:16)(cid:19)(cid:5) 11 (cid:48)ATER(cid:44)A(cid:47)(cid:3)(cid:54)C(cid:43)ED(cid:56)(cid:47)E 1"X1" WHITE VENETIAN MOSAIC ON POOL FLOOR AND WALL WHITE DRYWALL INTERIOR WALL AND CEILING QUARRY LAMINATED LAVA STONE OUTDOOR FLOOR AND PORCH WOODEN DECK ON TERRACE WOODEN FLOOR INSIDE WHITE CERAMIC FLOORING ON BATHROOM FLOORS AND WALLS f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E ELEVATIONS S H E E T A105 If Printed at 11X17, Scale is Half Noted on Sheet DOORS SCHEDULE DOOR N° DESCRIPTION WIDTH HEIGHT N° PANELS MATERIAL EXTERIOR SWING DOOR 3'-11 5/8" INTERIOR SWING DOOR 3'-4 3/16" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR D05.1 FIXED 3'-8 1/8" 3'-4 1/2" 2'-5 1/2" 10 1/4" 3'-5 1/2" INTERIOR SWING DOOR EXTERIOR SWING DOOR 3'-6 1/16" INTERIOR SWING DOOR 3'-7" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR 3'-2 1/2" 3'-2 1/2" 3'-4 1/8" 2'-1/8" INTERIOR SWING DOOR 3'-4 1/8" D01 D02 D03 D04 D05 D06 D07 D10 D11 D12 D13 D14 D15 D16 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6' 7/8" 6' 7/8" 8'-0" 8'-0" 7'-2 5/8" 7'-2 5/8" EXTERIOR SWING DOOR 2'-1 13/16" 8'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 METALLIC WOOD WOOD WOOD WOOD WOOD WOOD METALLIC WOOD WOOD WOOD WOOD GLASS GLASS GLASS WINDOWS SCHEDULE WINDOW N° WINDOW TYPE WIDTH HEIGHT SILL HT HEAD HT MATERIAL W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 FIXED SLIDING SLIDING SLIDING SLIDING SLIDING FIXED FIXED SLIDING FIXED FIXED FIXED SLIDING SLIDING 3'-5/8" 6'-3 13/16" 6'-3 9/16" 8'-11 11/16" 12'-3 11/16" 3'-4 3/16" 3'-4 5/8" 2'-8 1/4" 6'-8" 1'-9 1/2" 8'-0" 8'-0" 5'-0" 8'-0" 8'-0" 3'-0" 12'-0" 5'-0" 8'-0" 8'-0" 3'-6 5/16" 7'-8 3/4" 4'-1" 3'-7 3/8" 3'-7 3/16" 8'-0" 3'-5" 3'-5" SLIDING-FIXED 3'-7/16" 5'-10" 0'-0" 0'-0" 3'-0" 0'-0" 0'-0" 5'-0" 4'-4" 3'-0" 0'-0" 0'-0" 0'-0" 0'-0" 3'-0" 3'-0" 0'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 16'-4" ALUMINIUM+GLASS 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 7'-8 3/4" ALUMINIUM+GLASS 8'-0" 6'-5" 6'-5" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 5'-10" ALUMINIUM+GLASS MATERIAL SCHEDULE 1"X1" WHITE VENETIAN MOSAIC ON POOL FLOOR AND WALL WHITE DRYWALL INTERIOR WALL AND CEILING QUARRY LAMINATED LAVA STONE OUTDOOR FLOOR AND PORCH WOODEN DECK ON TERRACE lvl. +27'-6 1/4" lvl. +27'-6 1/4" Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. " 8 / 1 0 1 - ' 4 1 CHIMNEY DRAFT ROOF MAINTENANCE, FINISHED IN BLACK. RIDGE lvl. +20"-11" CHIMNEY DRAFT " 4 / 3 5 - ' 9 Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. NEW WOODEN WALL FINISHED WITH WHITE PAINT ROOF lvl. +18'-1/2" EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. PTR 6X6" STEEL METAL BEAM FINISHED WITH BLACK ENAMEL PAINT. lvl. +8'-10 3/4" lvl. +9'-6" ROOF " 0 1 - ' 5 " 5 - ' 3 " 0 - ' 3 ROOF Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. CARPORT BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. " 0 - ' 8 PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. D01 " 0 - ' 8 EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. ENTRY PORCH lvl. ±0'-0" EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. L A E S 10/09/2024 EAST ELEVATION FROM STREET 3/16"=1'-0" 12 RIDGE lvl. +20-11" lvl. +27'-6 1/4" CHIMNEY DRAFT PROJECTION NEW ROOF FINISHED IN BLACK. ROOF MAINTENANCE, FINISHED IN BLACK. WHITE DRYWALL CEILING " 0 - ' 8 WHITE DRYWALL INTERIOR WALL lvl. +9'-6 1/2" BEDROOM 2 " 8 / 7 0 - ' 6 " 9 - ' 4 BATHROOM WHITE DRYWALL CEILING WHITE DRYWALL INTERIOR WALL MASTER SUITE lvl. ±0'-0" WHITE DRYWALL CEILING D05 " 0 - ' 8 KITCHEN NATURAL GROUND W14 " 5 - ' 3 " 0 - ' 3 W04 " 8 / 5 2 - ' 7 Y E N M H C I WHITE DRYWALL CEILING WHITE DRYWALL INTERIOR WALL STUDY " 8 / 1 1 - ' 7 " 2 / 1 0 1 - ' 7 ROOF MAINTENANCE, FINISHED IN BLACK. W03 lvl. ±0'-0" WHITE DRYWALL INTERIOR WALL LIVING " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 PORCH EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. lvl. ±0.00 EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. WOODEN WALL FINISHED WITH BLACK PAINT. WOODEN WALL FINISHED WITH WHITE PAINT. " 8 / 1 9 - ' 1 " 0 - ' 8 " 4 / 1 3 - ' 0 1 lvl. -0'-6" TERRACE RELOCATED EXISTING STORAGE lvl. +27' 6 1/4" lvl. +27' 6 1/4" Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. LONGITUDINAL SECTION B-B 3/16"=1'-0" 13 WOODEN FLOOR INSIDE WHITE CERAMIC FLOORING ON BATHROOM FLOORS AND WALLS NEW WOODEN WALL FINISHED WITH WHITE PAINT lvl. +17'-11" QUARRY LAMINATED LAVA STONE IN WALLS RIDGE ROOF " 8 / 3 4 - ' 8 " 0 - ' 9 " 6 - ' 0 lvl. ±0'-0" PORCH EXISTING WOODEN COLUMNS FINISHED WITH WHITE PAINT. EXISTING BASE COLUMNS FINISHED WITH WHITE PAINT. 0' 1' 2' 0' 1' 3' 4' 7' 8' 15' 20' GARDEN 35' FOUNDATION FINISHED WITH QUARRY LAMINATED STONE. " 0 - ' 5 " 0 - ' 3 30' 65' CHIMNEY DRAFT " 8 / 3 7 - ' 9 ROOF MAINTENANCE, FINISHED IN BLACK. RIDGE lvl. +20'-11 1/2" CHIMNEY DRAFT ROOF MAINTENANCE, FINISHED IN BLACK. ROOF " 8 / 7 4 - ' 2 W14 EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. " 5 - ' 3 " 0 - ' 3 W03 " 0 - ' 8 W04 lvl. +3'-0" lvl. +16'-10" ROOF NEW WOODEN WALL FINISHED WITH WHITE PAINT " 8 / 7 9 - ' 6 1 " 0 - ' 5 W08 " 0 - ' 3 " 4 / 1 5 - ' 4 1 EXISTING WOODEN WALL FINISHED WITH WHITE PAINT. lvl. +9'-9 1/4" W10 " 0 - ' 8 " 6 - ' 1 " 7 - ' 0 GARDEN FOUNDATION FINISHED WITH QUARRY LAMINATED STONE. NEW WOODEN WALL FINISHED WITH BLACK PAINT " 0 - ' 3 lvl. ±0.00 POOL TERRACE lvl. -1'-6" " 4 - ' 8 RELOCATED EXISTING STORAGE TERRACE lvl. -0'-6" " 0 - ' 1 WOODEN WALL FINISHED WITH BLACK PAINT. " 0 - ' 4 POOL PROJECTION WEST ELEVATION 3/16"=1'-0" 14 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E ELEVATIONS S H E E T A106 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A f o i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o i y n a g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A DOORS SCHEDULE DOOR N° DESCRIPTION WIDTH HEIGHT N° PANELS MATERIAL EXTERIOR SWING DOOR 3'-11 5/8" INTERIOR SWING DOOR 3'-4 3/16" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR D05.1 FIXED 3'-8 1/8" 3'-4 1/2" 2'-5 1/2" 10 1/4" 3'-5 1/2" INTERIOR SWING DOOR EXTERIOR SWING DOOR 3'-6 1/16" INTERIOR SWING DOOR 3'-7" INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR 3'-2 1/2" 3'-2 1/2" 3'-4 1/8" 2'-1/8" INTERIOR SWING DOOR 3'-4 1/8" D01 D02 D03 D04 D05 D06 D07 D10 D11 D12 D13 D14 D15 D16 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6' 7/8" 6' 7/8" 8'-0" 8'-0" 7'-2 5/8" 7'-2 5/8" EXTERIOR SWING DOOR 2'-1 13/16" 8'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 METALLIC WOOD WOOD WOOD WOOD WOOD WOOD METALLIC WOOD WOOD WOOD WOOD GLASS GLASS GLASS WINDOWS SCHEDULE WINDOW N° WINDOW TYPE WIDTH HEIGHT SILL HT HEAD HT MATERIAL W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 FIXED SLIDING SLIDING SLIDING SLIDING SLIDING FIXED FIXED SLIDING FIXED FIXED FIXED SLIDING SLIDING 3'-5/8" 6'-3 13/16" 6'-3 9/16" 8'-11 11/16" 12'-3 11/16" 3'-4 3/16" 3'-4 5/8" 2'-8 1/4" 6'-8" 1'-9 1/2" 8'-0" 8'-0" 5'-0" 8'-0" 8'-0" 3'-0" 12'-0" 5'-0" 8'-0" 8'-0" 3'-6 5/16" 7'-8 3/4" 4'-1" 3'-7 3/8" 3'-7 3/16" 8'-0" 3'-5" 3'-5" SLIDING-FIXED 3'-7/16" 5'-10" 0'-0" 0'-0" 3'-0" 0'-0" 0'-0" 5'-0" 4'-4" 3'-0" 0'-0" 0'-0" 0'-0" 0'-0" 3'-0" 3'-0" 0'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 16'-4" ALUMINIUM+GLASS 8'-0" 8'-0" 8'-0" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 7'-8 3/4" ALUMINIUM+GLASS 8'-0" 6'-5" 6'-5" ALUMINIUM+GLASS ALUMINIUM+GLASS ALUMINIUM+GLASS 5'-10" ALUMINIUM+GLASS . C L L i , n g s e D e v i t a N n i t s u A lvl. +27'-6 1/4" CHIMNEY DRAFT lvl. +20'-11 1/2" Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. RIDGE lvl. +16'-10" ROOF MAINTENANCE, FINISHED IN BLACK. NEW WOODEN WALL FINISHED WITH WHITE PAINT ROOF ROOF PTR 6X6" STEEL METAL BEAM FINISHED WITH BLACK ENAMEL PAINT. lvl. +9'-6" ROOF BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. WOODEN WALL FINISHED IN BLACK lvl. +3'-0" W07 " 8 / 7 5 - ' 2 1 " 4 - ' 1 WOODEN DECK REINFORCED CONCRETE WALL WITH STEEL " 6 - ' 4 POOL TERRACE lvl. -1'-6" " 0 - ' 4 POOL lvl. -5'-6" " 0 - ' 3 lvl. ±0'-0" " 0 1 - ' 5 " 6 - ' 1 " 0 - ' 4 FINISHED WITH 1"X1" WHITE WALL AND FLOOR POOL TILE " 4 / 3 8 - ' 7 W11 lvl. -1'-6" lvl. ±0'-0" W09 " 0 - ' 8 " 8 / 7 0 1 - ' 8 " 6 - ' 9 lvl. -0'-6" CARPORT lvl. -6" WOODEN DECK WOODEN WALL FINISHED IN WHITE PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. SOUTH ELEVATION 3/16"=1'-0" 15 MATERIAL SCHEDULE 1"X1" WHITE VENETIAN MOSAIC ON POOL FLOOR AND WALL WHITE DRYWALL INTERIOR WALL AND CEILING QUARRY LAMINATED LAVA STONE OUTDOOR FLOOR AND PORCH WOODEN DECK ON TERRACE WOODEN FLOOR INSIDE WHITE CERAMIC FLOORING ON BATHROOM FLOORS AND WALLS QUARRY LAMINATED LAVA STONE IN WALLS lvl. +27'-6 1/4" CHIMNEY DRAFT lvl. +20'-11 1/2" Ø 10" STEEL PIPE AS CHIMNEY DRAFT, FINISHED WITH BLACK ANTICORRESIVE ENAMEL PAINT. RIDGE ROOF ROOF BRICK WALL WITH APPARENT FINISH PTR 6X6" STEEL METAL BEAM FINISHED WITH BLACK ENAMEL PAINT. lvl. +9'-6" ROOF BRICK WALL FINISHED WITH QUARRY LAMINATED STONE. W11 D07 7 ' - 8 3 4 " / WOODEN WALL FINISHED IN WHITE " 4 - ' 9 " 6 - ' 9 lvl. ±0.00 lvl. -1'-6" WOODEN DECK lvl. -6" CARPORT lvl. -0'-6" PTR 8"X8" STEEL METAL COLUMN FINISHED WITH BLACK ENAMEL PAINT. NEW WOODEN WALL FINISHED WITH WHITE PAINT lvl. +16'-10" " 0 - ' 2 1 W07 WOODEN WALL FINISHED IN BLACK lvl. +3'-0" WOODEN DECK REINFORCED CONCRETE WALL WITH STEEL " 0 - ' 3 lvl. ±0'-0" " 0 1 - ' 5 " 6 - ' 4 POOL TERRACE lvl. -1'-6" " 0 - ' 4 POOL lvl. -5'-6" FINISHED WITH 1"X1" WHITE WALL AND FLOOR POOL TILE 0' 1' 2' 0' 1' 3' 4' 7' 8' 15' 20' 35' 30' 65' SOUTH ELEVATION 3/16"=1'-0" 16 f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E ELEVATIONS S H E E T A107 If Printed at 11X17, Scale is Half Noted on Sheet WALL FRAMING NOTE: ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS TO BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. MECHANICAL NOTE: WATER HEATER & HVAC UNIT TO BE LOCATED IN ATTIC SPACE BY CONTRACTOR. NAIL SIZE SPACING FOR WALL SHEATHING 8d NAILS MIN. OF 7/16" O.S.B. EDGE SPACING = 4" O.C. INTERIOR SPACING = 12" O.C. NAIL SIZE SPACING FOR ROOF SHEATHING 8d NAILS MIN. OF 7/16" O.S.B. EDGE SPACING = 4" O.C. INTERIOR SPACING = 4" O.C. NOTES: 1. ALL EXTERIOR SHEATHING TO EXTEND FROM BOTTOM OF BOTTOM PLATE TO THE TOP OF THE TOP PLATES. 2. PROVIDE 2X4 OR GREATER COLLAR TIES ON EACH RAFTER IN THE UPPER THIRD OF ATTIC AND ATTACHED TO RAFTERS WITH 5 - 10d NAILS ON EACH SIDE. 3. SHINGLES OR OTHER ROOF MATERIALS TO BE FASTENED AS PER MANUFACTURERS INSTRUCTIONS FOR HIGH WIND APPLICATIONS. 4. EXTERIOR WALL FINISHES TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS BASED ON HIGH WIND APPLICATIONS. 1'-11 3/4" 3'-5 7/8" Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD ROOF RELOCATED STORAGE E V A A A VIS T T L A 196 GARDEN " 1 1 - ' 3 1 SETBACK lvl. +1' 23'-3 3/8" 15'-11" " 8 / 7 9 - ' 4 " 4 / 1 8 - ' 5 2 PERMEABLE FLOOR " 4 / 3 6 - ' 0 3 CARPORT 485 SQ.FT lvl. -0'-6" 81'-3 7/8" PROPERTY LINE GARDEN 7'-8 1/8" RELOCATED EXISTING STORAGE " 8 / 7 8 - ' 9 " 8 / 7 5 - ' 3 " 8 / 7 3 - ' 3 " 2 / 1 2 - ' 6 17'-9 3/4" 10'-9 3/4" lvl. -0'-6" 3'-6" 12'-3 3/4" lvl. -1'-6" TERRACE 104 SQ.FT lvl. ±0'-0" " 8 / 5 1 - ' 8 MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" " 2 / 1 6 - ' 7 11'-10 1/2" 11'-2 5/8" 176 " 7 - ' 1 " 4 - ' 0 1 " 8 / 3 6 - ' 6 TERRACE " 4 / 3 4 - ' 1 1 MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO lvl. -1'-6" ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE POOL 185 SQ.FT lvl. -5'-6" " 2 / 1 8 - ' 1 1 " 8 / 5 9 - ' 3 3 3'-9 3/4" 15'-9 3/8" 3'-0" lvl. -1'-6" PERMEABLE FLOOR MASTER SUITE 188 SQ.FT lvl. ±0'-0" lvl. -0'-6" " 8 / 1 1 - ' 6 1 1'-9 1/4" MAIN DRESSROOM 69 SQ.FT 9'-10 3/4" " 4 / 3 2 - ' 6 " 8 / 5 0 - ' 2 1 " 5 - ' 1 11'-1 1/8" LAUNDRY 93 SQ.FT lvl. ±0'-0" " 4 / 3 9 - ' 7 " 5 - ' 2 4'-8 1/2" 3'-4 1/8" " 8 / 1 6 - ' 0 3 ROOF lvl. +9'-6" " 9 - ' 3 1 " 8 / 3 3 - ' 3 12'-4 5/8" 2'-11 1/2" 2'-0 5/8" GARDEN 1 0 8 ' - 8 1 / 4 " lvl. +1' 15'-9 7/8" 106 15'-10 7/8" 3'-5 3/4" 2'-0" 11'-8 1/2" " 8 / 1 4 - ' 3 TOILET 32 SQ.FT 3'-4 1/8" 4'-4" 8'-0 1/2" 3'-8 1/8" 11'-9 1/2" lvl. -0'-6" " 4 / 3 3 - ' 2 1 DINING 151 SQ.FT KITCHEN 141 SQ.FT lvl. ±0'-0" GARDEN " 3 - ' 5 CHIMNEY ENTRY lvl. ±0'-0" LIVING 322 SQ.FT lvl. ±0'-0" 23'-6 1/8" " 8 / 1 2 - ' 7 1 PORCH 9 1'- 2 1 / 8 " 107 108 " 8 / 1 7 - ' 6 " 8 / 5 5 - ' 5 " 8 / 1 1 1 - ' 2 1 lvl. -1'-6" -3 -2 -1 " 4 / 1 2 - ' 9 4'-2 7/8" 678 45 45 4 " 8 / 5 1 1 - ' 1 3 2 1 4'-3 5/8" " 8 / 5 1 1 - ' 8 PERMEABLE FLOOR TERRACE lvl. ±0'-0" 7'-2 3/4" " 8 / 3 7 - ' 2 1 " 8 / 5 6 - ' 3 1 GARDEN " 8 / 7 0 1 - ' 1 1 " 8 / 3 4 - ' 4 " 0 1 - ' 5 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 20(cid:10) 3(cid:24)(cid:10) 32'-6 3/4" 3'-5 1/8" FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 30(cid:10) 17 6(cid:24)(cid:10) 236 NOTES: 1. ALL DIMENSIONS & SITE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ALL FINISHES (INTERIOR & EXTERIOR) TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION. VERIFY ALL DOOR AND WINDOW STYLES AND SIZES WITH OWNER PRIOR TO CONSTRUCTION. MANUFACTURER TO SUPPLY ALL ROUGH OPENING SIZES. 2. 3. 4. CONTRACTOR TO VERIFY ALL CLEARANCES OF ALL DOORS, WINDOWS AND OTHER ITEMS THAT ARE CRITICAL, PRIOR TO CONSTRUCTION. 5. CONTRACTOR TO ADAPT PLANS AS REQUIRED TO MEET ALL APPLICABLE CODES AT SITE. ALL BEAMS TO BE SIZED BY A LICENSED STRUCTURAL ENGINEER. 6. 7. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. IRC 2018, R312.1.1 & R312.1.2. 8. M1305.1.2 APPLIANCES IN ATTICS. ATTICS CONTAINING APPLIANCES SHALL BE a. PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. 218 b. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6 FEET HIGH AND 22 INCHES WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FEET LONG. APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. M1305.1.1. 10. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE 9. INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. ALL SLEEPING ROOMS TO HAVE AN EXTERIOR ACCESS THROUGH A DOOR OR WINDOW WITH A MINIMUM OF 5.7 SQUARE FEET NET CLEAR OPENING AS PER IRC 2018 R310.2.1. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING WIDTH TO BE 20 INCHES. 11. ALL RETURN AIR GRILLS ARE TO BE LOCATED TO COMPLY WITH SECTION M1602 OF THE IRC 2018. 12. ALL SQUARE FOOTAGE MEASUREMENTS ARE APPROXIMATE AND MAY DIFFER FROM ACTUAL CONSTRUCTED RESIDENCE OR BUILDING. 13. FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED (IF REQUIRED BY LOCAL CODES) AS PER THE IRC 2018 AND BY A LICENSED PROFESSIONAL IN THE AREA OF CONSTRUCTION. 14. ALL BATHROOM EXHAUST VENTS SHALL BE VENTED DIRECTLY TO THE EXTERIOR OF THE HOME AND NOT INTO THE ATTIC. IRC 2018, M1505.2. " 8 / 5 6 - ' 0 1 " 8 / 5 6 - ' 0 1 . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 12'-4 1/8" 12'-3 5/8" EMPTY ROOF " 8 / 3 6 - ' 9 " 2 / 1 8 - ' 2 1 11'-5 1/2" STORAGE 80 SQ.FT " 2 / 1 1 1 - ' 6 3'-9 5/8" lvl. +9'-6" 14 13 12 11 678910 45 4 11'-5 3/8" BATHROOM 92 SQ.FT " 8 / 7 0 - ' 9 " 8 / 5 4 - ' 5 " 8 / 5 1 1 - ' 1 16'-6 3/4" 5'-5 3/4" 11'-8 5/8" 11'-2 5/8" 8'-3 3/8" 7'-1" 7'-7 3/4" " 8 / 5 1 1 - ' 1 3 2 " 8 / 5 2 - ' 6 1 " 2 / 1 0 - ' 4 3 " 2 / 1 8 - ' 3 RIDGE " 8 / 5 3 - ' 2 1 BEDROOM 1 233 SQ.FT BEDROOM 2 184 SQ.FT " 8 / 3 1 1 - ' 1 2 " 4 / 1 4 - ' 4 1 " 8 / 1 6 - ' 0 1 STUDY 85 SQ.FT 6'-2 3/4" 8'-3 3/8" ROOF 8'-1 1/4" ROOF E G D ROOF R I ROOF L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET " 8 / 5 1 - ' 6 " 8 / 5 2 - ' 1 1 " 8 / 3 7 - ' 7 " 4 / 1 2 - ' 9 " 4 / 3 0 - ' 3 1 " 8 / 1 0 - ' 0 1 " 8 / 5 1 1 - ' 9 10'-7 1/2" 10'-7 1/2" 15'-3 1/4" 1'-9 3/8" D R A W I N G T I T L E SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 18 DIMENSIONAL PLAN S H E E T A108 If Printed at 11X17, Scale is Half Noted on Sheet 1'-11 3/4" 3'-5 7/8" 12'-4 1/8" 12'-3 5/8" " 8 / 3 6 - ' 9 " 2 / 1 8 - ' 2 1 EMPTY ROOF " 8 / 1 6 - ' 0 3 ROOF lvl. +9'-6" 196 GARDEN " 1 1 - ' 3 1 SETBACK lvl. +1' 23'-3 3/8" 15'-11" " 8 / 7 9 - ' 4 " 4 / 1 8 - ' 5 2 PERMEABLE FLOOR " 4 / 3 6 - ' 0 3 CARPORT 485 SQ.FT lvl. -0'-6" 176 " 7 - ' 1 " 4 - ' 0 1 " 8 / 3 6 - ' 6 TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" " 4 / 3 4 - ' 1 1 " 2 / 1 8 - ' 1 1 3'-9 3/4" 15'-9 3/8" 3'-0" lvl. -1'-6" PERMEABLE FLOOR " 9 - ' 3 1 " 8 / 5 9 - ' 3 3 " 8 / 3 3 - ' 3 81'-3 7/8" PROPERTY LINE GARDEN 7'-8 1/8" RELOCATED EXISTING STORAGE " 8 / 7 8 - ' 9 " 8 / 7 5 - ' 3 " 8 / 7 3 - ' 3 " 2 / 1 2 - ' 6 17'-9 3/4" 10'-9 3/4" lvl. -0'-6" 3'-6" 12'-3 3/4" lvl. -1'-6" TERRACE 104 SQ.FT lvl. ±0'-0" " 8 / 5 1 - ' 8 MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" " 2 / 1 6 - ' 7 11'-10 1/2" 11'-2 5/8" MASTER SUITE 188 SQ.FT lvl. ±0'-0" lvl. -0'-6" " 8 / 1 1 - ' 6 1 11'-8 1/2" " 8 / 1 4 - ' 3 TOILET 32 SQ.FT 3'-4 1/8" 4'-4" 1'-9 1/4" MAIN DRESSROOM 69 SQ.FT 9'-10 3/4" " 4 / 3 2 - ' 6 " 8 / 5 0 - ' 2 1 " 5 - ' 1 11'-1 1/8" LAUNDRY 93 SQ.FT lvl. ±0'-0" " 4 / 3 9 - ' 7 " 5 - ' 2 4'-8 1/2" 3'-4 1/8" . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A lvl. +1' 15'-9 7/8" 106 15'-10 7/8" 3'-5 3/4" 2'-0" AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. 9 1'- 2 1 / 8 " COMPONENT GENERAL REQUIREMENTS CEILING/ATTIC WALLS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER, BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SHALL BE SEALED. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. THE JUNCTIONS OF THE FOUNDATIONS AND SILL PLATE SHALL BE SEALED. THE JUNCTIONS OF TOP PLATE AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. WINDOWS, SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE SEALED. THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE AIR BARRIER. 3 - ' 2 1 CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. GARDEN " 3 - ' 5 " 4 / 3 lvl. -0'-6" 8'-0 1/2" 3'-8 1/8" 11'-9 1/2" KITCHEN 141 SQ.FT lvl. ±0'-0" DINING 151 SQ.FT CHIMNEY RIM JOISTS AND SKYLIGHTS AND FRAMING SHALL BE SEALED. RIM JOISTS SHALL BE INSULATED. FLOORS (INCLUDING ABOVE GARAGE AND CANTILEVERED FLOORS) THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 107 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO IN CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE COVETED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. ENTRY lvl. ±0'-0" SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. CRAWLSPACE WALLS. " 8 / 1 lvl. ±0'-0" BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR MARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. 2 - ' 7 1 RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. BATT INSULATIONS SHALL BE OUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. 108 NARROW CAVITIES GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. PLUMBING AND WIRING SHOWER/TUB ON EXTERIOR WALL ELECTRICAL/PHONE BOX ON EXTERIOR WALL HVAC REGISTER BOOTS CONCEALED SPRINKLERS THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE SHOWERS AND TUBS. THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR -SEALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLERS COVER PLATES AND WALLS OR CEILINGS. 2021 IECC TABLE R 402.4.1.1 AIR BARRIER AND INSULATION INSTALATION: T(cid:43)ERMAL(cid:3)EN(cid:57)ELOPE(cid:3)PROTECT(cid:44)ON(cid:3)BY(cid:3)(cid:44)N(cid:54)TALL(cid:44)NG(cid:3)CONT(cid:44)N(cid:56)O(cid:56)(cid:54)(cid:3)(cid:3)A(cid:44)R(cid:3)BARR(cid:44)ER(cid:3)(cid:58)(cid:18)MO(cid:44)(cid:54)T(cid:56)RE (cid:57)APOR(cid:3)TRAN(cid:54)M(cid:44)(cid:54)(cid:54)(cid:44)ON(cid:3)(cid:11)TY(cid:57)E(cid:46)(cid:3)(cid:43)O(cid:56)(cid:54)E(cid:16)(cid:58)RAP(cid:12)(cid:3)O(cid:57)ER(cid:16)ENT(cid:44)RE(cid:3)E(cid:59)TER(cid:44)OR(cid:3)(cid:58)ALL(cid:54)(cid:3)PER(cid:3)(cid:44)ECC(cid:3)R(cid:23)02 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 20(cid:10) 3(cid:24)(cid:10) " 8 / 1 7 - ' 6 " 8 / 5 5 - ' 5 lvl. -1'-6" -3 -2 -1 " 4 / 1 2 - ' 9 12'-4 5/8" 2'-11 1/2" 2'-0 5/8" 1 0 8 ' - 8 1 / 4 " GARDEN 236 4'-2 7/8" 678 45 45 4 " 8 / 5 1 1 - ' 1 3 2 1 11'-5 1/2" STORAGE 80 SQ.FT " 2 / 1 1 1 - ' 6 3'-9 5/8" lvl. +9'-6" 14 13 12 11 678910 45 4 11'-5 3/8" BATHROOM 92 SQ.FT " 8 / 7 0 - ' 9 " 8 / 5 4 - ' 5 " 8 / 5 1 1 - ' 1 16'-6 3/4" 5'-5 3/4" 11'-8 5/8" 11'-2 5/8" 8'-3 3/8" 7'-1" 7'-7 3/4" " 8 / 3 7 - ' 2 1 " 8 / 5 6 - ' 3 1 4'-3 5/8" " 8 / 1 1 1 - ' 2 1 " 8 / 5 1 1 - ' 8 PERMEABLE FLOOR TERRACE lvl. ±0'-0" 7'-2 3/4" FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO IN CONTACT " 8 / 7 0 1 - ' 1 1 GARDEN THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH " 8 / 3 4 - ' 4 " 0 1 - ' 5 218 " 8 / 5 6 - ' 0 1 " 8 / 5 6 - ' 0 1 " 2 / 1 0 - ' 4 3 " 2 1 / 8 - ' 3 RIDGE " 8 / 5 3 - ' 2 1 BEDROOM 1 233 SQ.FT BEDROOM 2 184 SQ.FT " 8 / 3 1 1 - ' 1 2 " 4 / 1 4 - ' 4 1 " 8 / 1 6 - ' 0 1 STUDY 85 SQ.FT 6'-2 3/4" 8'-3 3/8" ROOF 8'-1 1/4" ROOF E G D ROOF R I ROOF LIVING 322 SQ.FT 23'-6 1/8" PORCH 32'-6 3/4" 3'-5 1/8" 10'-7 1/2" 10'-7 1/2" 15'-3 1/4" I S S U E : 1'-9 3/8" A 10.31.2025 PERMIT SET GARDEN 30(cid:10) 6(cid:24)(cid:10) 60'-10 7/8" FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 19 SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 20 D R A W I N G T I T L E THERMAL PLAN S H E E T A109 If Printed at 11X17, Scale is Half Noted on Sheet ACADEMY DR EDGECLIFF TER ROOF RELOCATED STORAGE R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R " 8 / 5 1 - ' 6 " 8 / 5 2 - ' 1 1 " 8 / 3 7 - ' 7 " 4 / 1 2 - ' 9 " 4 / 3 0 - ' 3 1 " 8 / 1 0 - ' 0 1 " 8 5 / 1 1 - ' 9 " 8 / 5 1 1 - ' 1 3 2 " 8 / 5 2 - ' 6 1 196 PROPERTY LINE GARDEN 176 RELOCATED EXISTING STORAGE GARDEN SETBACK lvl. -0'-6" lvl. -1'-6" 11'-8 3/8" 2'-4 1/8" lvl. +1' . C L L i , n g s e D e v i t a N n i t s u A f o PERMEABLE FLOOR CARPORT 485 SQ.FT lvl. -0'-6" lvl. -0'-6" lvl. +1' 106 TERRACE 104 SQ.FT lvl. ±0'-0" MASTER SUITE 188 SQ.FT lvl. ±0'-0" TOILET 32 SQ.FT TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" 0'-7 1/2" lvl. -1'-6" PERMEABLE FLOOR " 8 / 3 1 1 - ' 9 1 " 8 / 5 7 - ' 4 2 " 4 / 1 1 - ' 6 2 / " 4 3 1 1 - ' 0 1 " 8 / 5 4 - ' 2 " 9 - ' 2 " 8 / 3 0 - ' 6 " 8 / 5 3 - ' 6 MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" MAIN DRESSROOM 69 SQ.FT LAUNDRY 93 SQ.FT lvl. ±0'-0" lvl. -1'-6" -3 -2 -1 678 45 45 4 3 2 1 GARDEN 236 lvl. -0'-6" DINING 151 SQ.FT GARDEN " 4 / 1 7 - ' 0 3 " 2 / 1 1 1 - ' 6 2 CHIMNEY KITCHEN 141 SQ.FT lvl. ±0'-0" PERMEABLE FLOOR TERRACE lvl. ±0'-0" " 8 / 1 7 - ' 2 3 " 8 / 3 8 - ' 8 2 " 8 / 3 7 - ' 1 2 107 108 ENTRY lvl. ±0'-0" lvl. ±0'-0" 6'-7 5/8" LIVING 322 SQ.FT GARDEN 4'-4 3/8" 6'-9 7/8" 7'-6 5/8" PORCH 10'-0 1/4" 218 i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a g n n r e c n o c i s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s i l a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A EMPTY ROOF lvl. +9'-6" " 8 / 1 8 - ' 2 1 1'-11 5/8" 6'-6 1/4" 2'-5 7/8" ROOF " 8 - ' 7 " 8 1 / 5 - ' 9 BATHROOM 92 SQ.FT STORAGE 80 SQ.FT lvl. +9'-6" 14 13 12 11 678910 45 4 3 2 BEDROOM 1 233 SQ.FT BEDROOM 2 184 SQ.FT STUDY 85 SQ.FT ROOF RIDGE ROOF E G D ROOF R I ROOF ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD ROOF RELOCATED STORAGE E V A A A VIS T T L A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E PLUMBING PLAN S H E E T A110 If Printed at 11X17, Scale is Half Noted on Sheet 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 20(cid:10) 3(cid:24)(cid:10) GARDEN 30(cid:10) 6(cid:24)(cid:10) FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 21 SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 22 196 PROPERTY LINE GARDEN 176 RELOCATED EXISTING STORAGE GARDEN SETBACK lvl. -0'-6" lvl. -1'-6" 3 3 GF MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" MAIN DRESSROOM 69 SQ.FT SD TV P LAUNDRY 93 SQ.FT lvl. ±0'-0" GF lvl. -1'-6" SD 220V 3 3 -3 -2 -1 678 45 4 45 220V 3 2 1 SD 3 3 GF 220V GF KITCHEN 141 SQ.FT lvl. ±0'-0" PERMEABLE FLOOR TERRACE lvl. ±0'-0" TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" lvl. -1'-6" PERMEABLE FLOOR GARDEN 236 GARDEN lvl. +1' . C L L i , n g s e D e v i t a N n i t s u A f o 3 3 PERMEABLE FLOOR CARPORT 485 SQ.FT lvl. -0'-6" GF 3 lvl. -0'-6" TERRACE 104 SQ.FT lvl. ±0'-0" MASTER SUITE 188 SQ.FT lvl. ±0'-0" 3 TOILET 32 SQ.FT SD SD lvl. +1' 106 GF 3 ELECTRICAL SCHEDULE A. A PANEL SCHEDULE TO INCLUDE THE FOLLOWING MIN. NUMBER OF CIRCUITS. 1. ONE 15 AMPERE BRANCH CURRENT FOR EACH 600 SQ. FT. FOR LIGHTING AND GENERAL PURPOSE RECEPTACLE. TWO 20 AMP BRANCH CIRCUITS FOR SMALL APPLIANCES. 2. 3. ONE 20 AMP BRANCH CIRCUIT FOR THE LAUNDRY. 4. ONE BRANCH CIRCUIT FOR THE RANGE OR COOKTOP. 5. ONE BRANCH FOR A/C AND HEATING. B. GFCI PROTECTION IS REQ'D IN THE BATHROOM, GARAGE, EXTERIOR AND KITCHEN COUNTER FOR RECEPTACLES. POWER RISER DIAGRAM NOTE: FUSES TO BE LABELED AS WELL AS CIRCUIT BREAKER SWITCHES 200 AMP METER MAIN W/ 200 AMP 2 POLE FOR MAIN AND SPACE FOR A/C FEED METER BASE BY UTILITY CO. ELECTRICAL PLAN 100 AMP MLD 120/ 20 BY, IP 20 CIRCUIT FLUSH MOUNTED #6 BARE COPPER LINE OF FINISHED SLAB 8' GALV. ROD 2-8' GROUND RODS 6' APART TO BE USED FINISHED GRADE 2" PVC, SCH 80 DOWN PIPE NOT TO SCALE ELECTRICAL SCHEDULE GARDEN 107 108 lvl. -0'-6" DINING 151 SQ.FT KITCHEN EXTRACTOR WITH LIGHTING VP P TV CHIMNEY P TV 3 3 3 3 ENTRY lvl. ±0'-0" lvl. ±0'-0" SD LIVING 322 SQ.FT PORCH FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 23 3 3 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 20(cid:10) 3(cid:24)(cid:10) 30(cid:10) 6(cid:24)(cid:10) i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a g n n r e c n o c i s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A SWITCH 2 1/2" MIN. " 0 - ' 4 X A M " 8 1 I E L B S E C C A RECEPTACLE TYP. ELEC. DETAILS NOT TO SCALE ROOF lvl. +9'-6" ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION 110 VOLT OUTLET WEATHERPROOF OUTLET GF 220V GROUND FAULT PROTECTED OULET 220 VOLT RECEPTACLE SINGLE POLE SWITCH 3 THREE WAY SWITCH GARDEN STAKE LAMP RECESSED FLOOR LAMP SUBMERSIBLE LAMP RECESSED CEILING LAMP SUSPENDED CEILING LAMP INTERIOR WALL MOUNTED LAMP EXTERIOR WALL MOUNTED LAMP CEILING FAN WHITH LIGHT KIT CEILING FAN ONLY, NO LIGHT KIT RIDGE Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T LIGHT FIXTURE MIRROR GFCI RECEPTACLE LAVATORY GFCI RECEPTACLE N A H T S S E L E L B S S E C C A I " 8 - ' 3 ; " 0 - ' 4 . X A M " 0 2 S I R E T N U O C F I R O F " 6 - ' 3 ; P E E D ACADEMY DR EDGECLIFF TER GFCI RECEPTACLE " 6 - ' 3 ) S E G A R A G N I " 0 - ' 4 ( " 0 - ' 7 " 0 - ' 4 X A M R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A KITCHEN BATHROOM BASEMENT, LAUNDRY, UTILITY ROOM L A E S 10/09/2024 EMPTY BATHROOM 92 SQ.FT V P GF SD ROOF STORAGE 80 SQ.FT SD lvl. +9'-6" 14 13 12 11 678910 45 4 3 3 2 3 BEDROOM 2 184 SQ.FT 3 BEDROOM 1 233 SQ.FT SD SD 3 3 TV P TV P SD STUDY 85 SQ.FT ROOF ROOF m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET E G D ROOF R I ROOF 218 1.- LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO GENERAL LIGHTING NOTES: LOCATIONS SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENTS. COORDINATE LOCATIONS OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN WITH OR ARE AT LEAST SYMMETRICAL WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. GRILLES AND REGISTERS SHALL BE BLOCKED AS REQUIRED SO THAT THEY ALIGN WITH LIGHT FIXTURES. LIGHT FIXTURE AND SWITCH LOCATIONS SHALL BE REVIEWED AND APPROVED BY OWNER OR INTERIOR DESIGNER BEFORE INSTALLATION OF SHEETROCK OR OTHER WALL AND CEILING FINISHES. 2.- CENTER ITEMS SHOWN IN CEILING AREA UNLESS NOTED OTHERWISE. 3.- COFFER DIMENSIONS ARE SHOWN TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4.- SWITCHES SHALL BE LOCATED ADJACENT TO BUT NOT INTERSECTING DOOR CASINGS OR TRIM. VERIFY TRIM SIZE AND SELECTION FOR EACH ROOM. GROUPED SWITCHES SHALL BE GANGED TIGHT TOGETHER AND SHALL BE COVERED WITH A SINGLE PLATE DESIGNED FOR THAT PURPOSE. SWITCHES SHALL TYPICALLY BE MOUNTED 48" AFF. TO CENTER OF SWITCH. 5.- SUPPORT ALL FIXTURES RIGIDLY FROM STRUCTURE OF BUILDING. 6.- VERIFY DEVICE AND PLATE COLORS WITH OWNER OR INTERIOR DESIGNER. 7.- CONSULT WITH OWNER AND ADD EXTERIOR SECURITY LIGHTING IF REQUIRED. VERIFY LIGHTING TYPE AND SWITCHING. 8.- CONSULT WITH OWNER AND ADD LANDSCAPING LIGHTING IF REQUIRED. VERIFY LIGHTING TYPE AND SWITCHING. LIGHTING TO PHOTOCELL CONTROL RELAYS WITH TIMELOCK OVERRIDE FOR TIME-CONTROLLABLE ILLUMINATION DURING DARKNESS. CONNECT ALL EXTERIOR 9.- ALL FLUORESCENT LAMPS SHALL BE WARM WHITE DELUXE. SD TV P SMOKE DETECTOR TELEVISION OUTLET PHONE RING VP VIDEO DOOR PHONE ELECTRICAL NOTES: 1.- ALL WORK SHALL COMPLY WITH ALL CODES APPLICABLE AT SITE. 2.- SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN A DWELLING THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. SMOKE ALARMS SHALL BE HARD WIRED WITH A BATTERY BACK UP. 3.- CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS WITH ATTACHED GARAGES. 4.- A 125 VOLT, SINGLE PHASE, 15-20 AMPERE RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF THE HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT. THE RECEPTACLE SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 25 FEET OF THE EQUIPMENT. THE RECEPTACLE OUTLET SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE HVAC EQUIPMENT DISCONNECTING MEANS. SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 24 ELECTRICAL PLAN D R A W I N G T I T L E S H E E T A111 If Printed at 11X17, Scale is Half Noted on Sheet GENERAL PROJECT NOTES: GENERAL PROJECT NOTES CONTINUED GENERAL SITE NOTES: BUILDING NOTES CONTINUED MEP NOTES CONTINUED EXISTING CONDITIONS: KITCHEN & CABINETS: ELECTRICAL: ACADEMY DR EDGECLIFF TER R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T SAFETY: COORDINATION: . C L L i , n g s e D e v i t a N n i t s u A f o i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o i y n a g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A NEW CONSTRUCTION CONDITIONS: BUILDING NOTES: WALLS AND FRAMING FINISHES: MEP NOTES: MECHANICAL: MISCELLANEOUS: SHOP DRAWINGS: DEMOLITION CONDITIONS: DOORS AND WINDOWS: PLUMBING: L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E GENERAL NOTES S H E E T A112 If Printed at 11X17, Scale is Half Noted on Sheet Coverage planting ACADEMY DR EDGECLIFF TER 11" Hackberry South African Iris 176 South African Iris Bamboo Bamboo Pa South African Iris PROPERTY LINE Pa Dg GARDEN RELOCATED EXISTING STORAGE Gravilla gris 196 South African Iris Lions claw Dg GARDEN Px Dg SETBACK lvl. -0'-6" lvl. -1'-6" Dg Dg TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" lvl. -1'-6" PERMEABLE FLOOR Dietes grandiflora South African iris Philodendron Xanadu Lions claw Hedgerow planting 16" Dead Pa Phormium tenax Fornio Phyllostachys aurea Bamboo Bamboo Lawn maintenance Existing trees maintained Pt Dg Fornio South African Iris lvl. -1'-6" -3 -2 -1 678 45 45 4 3 2 1 GARDEN 236 Existing lawn Carya illinoinensis Pecan 51" Live Oak PERMEABLE FLOOR TERRACE lvl. ±0'-0" Pt Dg Pt Lawn Pa Quercus macrocarpa Burr Oak Lagerstroemia Crepe Myrtle MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" MAIN DRESSROOM 69 SQ.FT LAUNDRY 93 SQ.FT lvl. ±0'-0" TERRACE 104 SQ.FT lvl. ±0'-0" MASTER SUITE 188 SQ.FT lvl. ±0'-0" TOILET 32 SQ.FT lvl. -0'-6" Dg lvl. -0'-6" Pt Dg DINING 151 SQ.FT KITCHEN 141 SQ.FT lvl. ±0'-0" GARDEN CHIMNEY PERMEABLE FLOOR CARPORT 485 SQ.FT lvl. -0'-6" SYMBOL DESCRIPTION Coverage planting Dg Px Pt Dietes grandiflora South African Iris Philodendron Xanadu Lions claw Phormium tenax Fornio Hedgerow planting Pa Phyllostachys aurea Bamboo Lawn maintenance Existing lawn Existing trees maintained Carya illinoinensis Pecan Quercus macrocarpa Burr Oak Lagerstroemia Crepe Myrtle Celtis occidentalis Hackberry Quercus stellata Post Oak Quercus virginiana Live Oak Existing trees to be removed Dead tree being removed. Hard landscape Gray gravel Gray gravel 8" Pecan lvl. +1' 106 South African Iris Fornio South African Iris 8",8",6",5" Crepe Myrtle 107 ENTRY lvl. ±0'-0" LIVING 322 SQ.FT Dg GARDEN Lawn Pt lvl. ±0'-0" 6" Burr Oak 108 218 Dg PORCH Dg GARDEN 0(cid:10) 1(cid:10) 2(cid:10) 0(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 20(cid:10) 3(cid:24)(cid:10) 30(cid:10) 6(cid:24)(cid:10) FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)0(cid:5) 25 Pa Bamboo Fornio South African Iris 58" Live Oak South African Iris Bamboo Celtis occidentalis Hackberry Quercus stellata Post Oak Hard landscape Quercus virginiana Live Oak Gray gravel 20" Live Oak lvl. +1' . C L L i , n g s e D e v i t a N n i t s u A f o i i n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a g n n r e c n o c i s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R I S S U E : A 10.31.2025 PERMIT SET D R A W I N G T I T L E GARDEN PLAN S H E E T A113 If Printed at 11X17, Scale is Half Noted on Sheet PROPERTY LINE GARDEN 176 RELOCATED EXISTING STORAGE SETBACK lvl. -0'-6" lvl. -1'-6" TERRACE lvl. -1'-6" POOL 185 SQ.FT lvl. -5'-6" 13 " 0 - ' 3 lvl. -1'-6" PERMEABLE FLOOR TERRACE 104 SQ.FT lvl. ±0'-0" 6 5 6 5 MASTER SUITE 188 SQ.FT lvl. ±0'-0" lvl. -0'-6" 2 15 6 5 TOILET 32 SQ.FT 15 14 3 4 12 MAIN BATHROOM 91 SQ.FT lvl. ±0'-0" MAIN DRESSROOM 69 SQ.FT LAUNDRY 93 SQ.FT lvl. ±0'-0" 7 678 45 45 4 3 2 1 11 10 16 17 18 lvl. -1'-6" -3 -2 -1 GARDEN 236 lvl. -0'-6" DINING 151 SQ.FT KITCHEN 141 SQ.FT lvl. ±0'-0" PERMEABLE FLOOR TERRACE lvl. ±0'-0" CHIMNEY ENTRY lvl. ±0'-0" lvl. ±0'-0" LIVING 322 SQ.FT GARDEN PORCH (cid:19)(cid:10) 1(cid:10) 2(cid:10) (cid:19)(cid:10) 1(cid:10) 3(cid:10) (cid:23)(cid:10) 7(cid:10) 8(cid:10) 1(cid:24)(cid:10) 2(cid:19)(cid:10) 3(cid:24)(cid:10) FIRST FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)(cid:19)(cid:5) 218 26 . C L L i , n g s e D e v i t a N n i t s u A f i i o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h o t y n a i g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p e g n s l i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A CODE SYM. QTY. PLUMBING FIXTURES AND ACCESSORIES MEASURES (in) front x depth x height DESCRIPTION IMAGE R A D ALMED RIVERSIDE DR RUTHERFORD PL AVONDALE RD E V A A A VIS T T L A ACADEMY DR EDGECLIFF TER Lady Bird Lake RIVERSIDE DR D V L S B T H EIG VIS H A R T ROOF RELOCATED STORAGE EMPTY ROOF ROOF lvl. +9'-6" 14 15 3 12 19 BATHROOM 92 SQ.FT STORAGE 80 SQ.FT lvl. +9'-6" 6 5 14 13 12 11 678910 45 4 3 2 BEDROOM 1 233 SQ.FT BEDROOM 2 184 SQ.FT STUDY 85 SQ.FT ROOF RIDGE ROOF E G D ROOF R I ROOF SECOND FLOOR PLAN 3(cid:18)16(cid:5)(cid:32)1(cid:10)(cid:16)(cid:19)(cid:5) 27 3(cid:19)(cid:10) 6(cid:24)(cid:10) 2 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 1 Relocate existing toilet from lower level bathroom. 15" X 27" X 30" 2 Duravit DuraStyle Basic Toilet kit # D4060300, Duravit No. 1, 0.92 / 1.32 GPF Dual Flush Two Piece Elongated Chair Height Toilet with Push Button Flush- Less Seat (or similar). 15" X 27" X 30" 1 Relocate existing shower base from lower level bathroom. Ø36" X 6" 4 4 1 1 1 2 1 Karran USA Valera 18" Circular Vitreous China Vessel Bathroom Sink, Model: VC-420-WH, Color: White. Ø18" X 6 1 4" Karran USA Venda 1.2 GPM Vessel Single Hole Bathroom Faucet, Model: KBF512C, Finish: Chrome. 5 15 16" X 11 3 8" Keep-in-place existing sink with faucet. 32" X 18" X 8" Kohler Strive 32" Smart Divide® Under-Mount Large/Medium Double-Bowl Kitchen Sink With Basin Rack, Model: K-5284-NA, finish: stainless steel. 32" X 18 5 16" X 9" Kohler Purist 1.5 GPM Single Hole Pre-Rinse Kitchen Faucet with Sweep Spray, DockNetik, and MasterClean Technologies, Model: K-24982-CP, Finish: Polished Chrome. Kohler Awaken Pressure Balanced 2.5 GPM Shower System with Shower Head, Multi Function Hand Shower, Slide Bar, Wall Supply, Shower Arm, Hose, and Valve Trim, Model: K-26914-Y-CP, Finish: Polished Chrome. Signature Hardware Marisol Freestanding Outdoor Shower Panel with Rainfall Shower Head and Integrated Foot Wash, Model: 500591, Finish: Stainless Steel. 2 1 4"X10" X23 13 16" 77 8"X145 8"X2911 16" Ø10"X 15"X 89 3 8" 2 Kohler Coralais 24" Towel Rack, Model: K-13448-CP, Finish: Polished Chrome. 265 16"X913 16"X51 8" 3 Kohler Elate Wall Mounted Euro Toilet Paper Holder, Model: K-27292-CP, Finish: Polished Chrome. 6 1 16" X 3 13 16" X 2" Summit 36 Inch Wide 5 Burner Induction Cooktop with Boost Function, Model: SINC5B36W, Color: White. 36" X 20 1 2" X 2" GE 30 Inch Wide 20.9 Cu. Ft. Energy Star Rated Free Standing Bottom Mount Refrigerator with Turbo Cool Temperature Setting and Sliding Snack Drawer, Model: GDE21EGKWW, Color: White. 293 4"X365 8"X697 8" 1 1 1 1 L A E S 10/09/2024 m o c . s n g i s e d e v i t a n n i t s u a @ o d n a l o r m o c . s n g i s e d e v i t a n n i t s u a @ a i r a m s e m i a J . D a i r a M 3 4 s 4 4 e m i 1 a - F : . o J . A o N d m n a r l i F o R 1 6 0 5 2 . R E B M U N B O J , . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A t e S t i m r e P T E S M A E T N G I S E D T C E J O R P E C N E D I S E R L E D O M E R E D I S R E V I R GE 27 Inch Wide 8.6 Cu. Ft. Double Electric Oven, Model: JKD3000DNWW, Color: White. 27" X 231 2" X51 1 8" I S S U E : Kohler Archer 42" x 42" Square Shower Base with Single Threshold and Center Drain, Model: K-9393-0, Color: White. 42" X 42" X 3 15 16" A 10.31.2025 PERMIT SET D R A W I N G T I T L E PLUMBING FIXTURES S H E E T A114 If Printed at 11X17, Scale is Half Noted on Sheet GENERAL FOUNDATION BUILDING PAD CONCRETE TIMBER 1. BUILDING CODE: INTERNATIONAL RESIDENTIAL CODE STRUCTURAL ENGINEERING DESIGN PROVISIONS, 2021 EDITION WITH LOCAL AMENDMENTS. 2. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS: SUPERIMPOSED DEAD LOADS (INCLUDED, BUT NOT LIMITED TO): MECHANICAL AND CEILING: ROOF ASSEMBLIES: WOOD FLOOR ASSEMBLIES: FINISHES: 10PSF 15PSF 10PSF AS REQUIRED LIVE LOADS (IN ACCORDANCE WITH SECTION R301.5 OF 2021 IRC): ROOF: ROOF NET UPLIFT: TYPICAL FLOOR: ATTICS W/ LIGHT STORAGE: ATTICS W/O STORAGE: GUARDRAILS AND HANDRAILS: GUARDRAIL INFILL COMPONENTS: 20PSF 10PSF 40PSF 20PSF 10PSF 200 LB POINT LOAD IN ANY DIRECTION 50PSF 3. 4. 5. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN ASCE 7-16, USING A 3 SECOND GUST BASIC WIND SPEED OF 115 MILES PER HOUR AT A STANDARD HEIGHT OF 33 FEET ABOVE THE GROUND WITH EXPOSURE B. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FITTING NEW WORK WITH EXISTING CONSTRUCTION. INFORMATION ON EXISTING BUILDINGS SHOWN IN THE DRAWINGS WAS BASED UPON THE INFORMATION SUPPLIED TO AUSTIN NATIVE DESIGNS, LLC.. THIS INFORMATION IS NOT AS-BUILT DATA AND THE ACTUAL AS-BUILT CONSTRUCTION MAY DIFFER FROM THAT REPRESENTED IN THE DRAWINGS. CONTRACTORS SHALL VERIFY ALL INFORMATION. VARIATIONS FROM THE DIMENSIONS INDICATED ON THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR AUSTIN NATIVE DESIGNS, LLC. THESE DRAWINGS DO NOT, NOR ARE INTENDED TO, LOCATE PROPERTY LINES, BUILDING SET BACKS, NOR HEIGHT LIMITATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE BUILDING AND CONSTRUCT IT TO, AND WITHIN, APPLICABLE CODE RESTRICTIONS. FURTHER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS SITE DRAINAGE APPROPRIATE TO THE SITE AND IN CONSIDERATION TO ADJOINING PROPERTIES. 6. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST SATISFY THE MINIMUM REQUIREMENTS OF THE 2021 INTERNATIONAL RESIDENTIAL CODE. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 7. 8. 9. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL DETERMINE THE SCOPE OF THE STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. THE STRUCTURAL DRAWINGS SHALL NOT BE CONSIDERED SEPARATELY FOR PURPOSES OF BIDDING THE STRUCTURAL WORK. DUE CONSIDERATION SHALL BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE ARCHITECTURAL AND MECHANICAL DRAWINGS. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF THE DRAWING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO THE STRUCTURAL SYSTEM OR OTHER TRADES AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATIVES OR SUBSTITUTIONS. 10. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE THE MECHANICAL EQUIPMENT OPENINGS SPECIFIED BY THE MECHANICAL CONSULTANT. ANY SUBMISSIONS RESULTING IN REVISIONS TO THE STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH AUSTIN NATIVE DESIGNS, LLC. 11. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS, REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS NOTED OTHERWISE. THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO AUSTIN NATIVE DESIGNS, LLC FOR REVIEW. 1. WITHIN THE FOUNDATION OUTLINE, REMOVE ALL FAT CLAY AND/OR UNSTABLE, COMPLETELY WEATHERED LIMESTONE STRATA, ALL ORGANICS (I.E., ROOTS, TREES, GRASS, AND OTHER HUMUS), ANY BUILDING FOUNDATIONS OR RUBBLE, AND ANY OTHER DELETERIOUS MATERIALS TO A MINIMUM DEPTH OF 6" AND REPLACE WITH COMPACTED SELECT FILL. 2. THE REMOVAL AND REPLACEMENT OF A PORTION OF THE EXPANSIVE CLAY SOILS BELOW THE FOUNDATION IS SOLELY BASED ON AUSTIN NATIVE DESIGNS' EXPERIENCE WITH PROJECTS IN SIMILAR SOIL CONDITIONS. THIS IS NOT A GEOTECHNICAL RECOMMENDATION AS AUSTIN NATIVE DESIGNS IS NOT A GEOTECHNICAL ENGINEERING FIRM TO PERFORM SOIL TESTING AND ANALYSIS TO DETERMINE THE SOIL PROPERTIES. SOME MOVEMENT IN THE FOUNDATION SYSTEM MAY OCCUR THROUGHOUT THE LIFE OF THE STRUCTURE. 3. GEOTECH: DUE TO THE ABSENCE OF A SITE SPECIFIC SUBSURFACE ANALYSIS AND REPORT FROM A REGISTERED GEOTECHNICAL ENGINEER, THE FOUNDATION DESIGN IS BASED ON ASSUMPTIONS AND/OR SITE OBSERVATIONS OF THE EXISTING SITE CONDITIONS. THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE EXPENDING OF ADDITIONAL FEES. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION THAT DIFFER THAN THOSE SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE NOTED TO THE STRUCTURAL ENGINEER BEFORE FURTHER CONSTRUCTION IS TO PROCEED. THE ASSUMED VALUES ARE BASED ON THE PRESUMPTIVE VALUES PER IBC 2021 TABLE 1806.2. 3.1. 3.2. THE ASSUMED BEARING STRATUM IS EXPECTED TO BE PRIMARILY SILTY CLAY AND SILTY LOAM, THUS THE BEARING CAPACITY FOR THE PROPOSED SITE IS 1,500 PSF WHEN SEATED A MINIMUM 24" BELOW EXISTING GRADE THE LATERAL BEARING PRESSURE IS PRESUMED TO BE 100 PSF 4. 5. 6. 7. THE FLOOR SUBGRADE SHALL BE PROPERLY COMPACTED AND PROOFROLLED AND SHALL BE FREE OF STANDING WATER, MUD AND FROZEN SOIL. VAPOR BARRIER SHALL BE 10 MIL MIN., CONFORM TO THE PROJECT SPECIFICATIONS AND SHALL BE CONTINUOUS UNDER ALL GRADE BEAMS, FOOTINGS, AND SLAB. IN AREAS WHERE LIMESTONE IS EXPOSED AT THE CUT SURFACE, REMOVE A DEPTH OF LIMESTONE TO PROVIDE FOR AT LEAST 6" OF COMPACTED SELECT FILL. IN AREAS WHERE SOIL OR COMPLETELY WEATHERED LIMESTONE IS EXPOSED, SCARIFY AT LEAST SIX INCHES OF THE CUT SOIL SUBGRADE AND RECOMPACT TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION (SDHPT) TEST METHOD TEX-113-E CONDUCTED WITH A LABORATORY COMPACTED EFFORT OF 6.63 FT LBS/CU. IN. HOLD WATER CONTENTS WITHIN ± 2%. IN AREAS BENEATH THE SLAB WHERE COMPACTED FILL DEPTHS EXCEED 4'-0", ALL UTILITIES, EXHAUST LINES AND CONDUIT, INCLUDING BUT NOT LIMITED TO PLUMBING, GAS, AND ELECTRIC CONDUIT LINES, SHALL BE ADEQUATELY ATTACHED TO THE UNDERSIDE OF THE CONCRETE FLOOR SLAB. MEANS AND METHOD OF ATTACHMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND DO NOT FALL UNDER THE SCOPE OF THESE STRUCTURAL DOCUMENTS. 8. BRING THE BUILDING PADS TO GRADE WITH SELECT MATERIAL CONFORMING TO THE FOLLOWING: RETAINED ON 2-1/2" SCREEN RETAINED ON 7/8" SCREEN RETAINED ON 3/8" SCREEN RETAINED ON 1/4" SCREEN RETAINED ON #40 MESH SIEVE 0% 5% - 50% 25% - 65% 35% - 75% 60% - 90% MATERIAL PASSING THE #40 SIEVE SHALL MEET THE FOLLOWING PLASTICITY REQUIREMENTS: PASSING NO. 40 SIEVE 25% - 40% 10% - 25% MAXIMUM MINIMUM PLASTICITY INDEX PLASTICITY INDEX 15 20 3 4 SANDY LOAM IS NOT ACCEPTABLE FILL MATERIAL. 9. CONTRACTOR SHALL CERTIFY THE COMPACTION OF THE SELECT MATERIAL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED USING SDHPT TEST METHOD TEX-113-E CONDUCTED WITH A LABORATORY COMPACTIVE EFFORT OF 6.63 FT LBS/CU. IN. HOLD WATER CONTENTS TO WITHIN + 2% OF THE OPTIMUM, AND MAINTAIN COMPACTED LIFT THICKNESS TO 6" OR LESS. 10. THE FOUNDATION DESIGN ASSUMPTIONS DO ALLOW FOR A LIMITED AMOUNT OF POTENTIAL VERTICAL RISE THAT WILL NOT AFFECT STRUCTURAL STABILITY. THIS ALLOWANCE IN DESIGN DOES NOT COVER ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING FEATURES. . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH (F'C) AT 28 DAYS: 1. UNLESS OTHERWISE NOTED, ALL STRUCTURAL FRAMING LUMBER SHALL BE CLEARLY MARKED NO. 2 PINE BY THE SPIB WITH A MINIMUM FB = 1200 PSI. SPREAD FOOTINGS/PLINTHS GRADE BEAMS SLABS ON GRADE 3500 PSI 3500 PSI 3500 PSI 2. ALL CONCRETE MIX DESIGNS SHALL BE REVIEWED AND APPROVED BY THE TESTING AGENCY PRIOR TO SENDING TO THE ENGINEER OF RECORD FOR APPROVAL. 3. USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF THE SAME TYPE, BRAND AND SOURCE THROUGHOUT THE PROJECT: PORTLAND CEMENT: ASTM C 150, TYPE I/II/IL 4. FLY ASH MAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FLY ASH, WHEN USED, SHALL CONFORM TO ASTM C618, TYPE C OR F. CONCRETE MIXES USING FLY ASH SHALL BE PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR THE SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS RESULTING. THE RATIO OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH AND CEMENT IN THE MIX SHALL NOT EXCEED 25 PERCENT. 5. USE THE FOLLOWING NORMAL-WEIGHT AGGREGATES: ASTM C 33, COARSE AGGREGATE OR BETTER, GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE CONFORMING TO THE FOLLOWING: MAXIMUM COARSE-AGGREGATE SIZE: TYPICALLY 3 4" NOMINAL DIAMETER FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT 2. 3. ALL WOOD STUDS SHALL BE FULL HEIGHT WITHOUT INTERMEDIATE PLATE LINE UNLESS DETAILED OTHERWISE. SOLID 2X BLOCKING SHALL BE PROVIDED AT END AND POINT OF SUPPORT OF ALL WOOD JOISTS AND SHALL BE PLACED BETWEEN SUPPORTS IN ROWS NOT EXCEEDING 8'-0" APART. ALL WALLS SHALL HAVE 2X SOLID BLOCKING AT 4'-0" O.C. MAXIMUM VERTICALLY FOR PLATE HEIGHTS EXCEEDING 8'-0". END NAIL WITH 2-16D NAILS OR SIDE TOE NAIL WITH 1-16D NAILS. 4. DECKING: ALL PLYWOOD DECKING SHALL BE APA RATED SHEATHING, EXPOSURE 1. 1 1 8" T&G FOR FLOORS WITH 48 COMMON NAILS AT 6" O.C. AT ALL SUPPORTED EDGES, 10D AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS (1 5 8" MIN. PENETRATION). ALL JOINTS IN PLYWOOD DECKING SHALL BE STAGGERED. 8" WITH CLIPS FOR ROOFS WITH 40 24 SPAN RATING, AND 5 20 SPAN RATING, USE 10D 5. 6. 7. 8. ALL EXTERIOR WALLS SHALL BE SOLID CLAD WITH 15 32" PLYWOOD APA RATED SHEATHING, EXPOSURE 1, FROM THE TOP PLATE TO THE BOTTOM PLATE. ATTACH TO FRAME USING 10D NAILS SPACED AT 6" O.C. 8" MIN. PENETRATION). STAPLE OPTION: 1-3 ALONG EDGES AND AT 12" AT INTERMEDIATE STUDS (1-5 4" 16 GAGE AT 3" ALONG EDGES AND AT 8" AT INTERMEDIATE STUDS (1" MIN. PENETRATION). STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 16" AND SHALL BE INSTALLED WITH THEIR CROWNS ALL FRAMING MEMBERS FRAMING INTO THE SIDE OF A HEADER SHALL BE ATTACHED USING METAL JOIST HANGERS. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. IF NAILING IS NOT NOTED OR SHOWN OTHERWISE ON PLANS OR DETAILS, NAILING SCHEDULE SHALL BE AS FOLLOWS: 6. WATER SHALL CONFORM TO ASTM C 94/C 94M AND BE POTABLE. CONNECTION NAILING 7. ADMIXTURES IF USED SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. 8. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301 AND ASTM C 94. 9. CONFORMANCE TO ACI 305.1 "SPECIFICATION FOR HOT WEATHER CONCRETING" IS REQUIRED WHEN AIR TEMPERATURE IS ABOVE 90 DEG F. 10. CONFORMANCE TO ACI 306 "COLD WEATHER CONCRETING" IS REQUIRED WHEN A PERIOD FOR MORE THAN THREE (3) CONSECUTIVE DAYS, THE AVERAGE DAILY AIR TEMPERATURE IS BELOW 40 DEG F AND THE AIR TEMPERATURE IS NOT GREATER THAN 50 DEG F FOR MORE THAN ONE-HALF OF ANY 24 HOUR PERIOD. 11. THE FIRE PROTECTION RATING FOR THIS PROJECT IS BASED UPON THE USE OF NORMAL WEIGHT AGGREGATE CONCRETE MADE WITH CARBONATE AGGREGATES. CARBONATE AGGREGATES CONSIST MAINLY OF CALCIUM OR MAGNESIUM CARBONATE, E.G., LIMESTONE OR DOLOMITE, AND CONTAIN 40 PERCENT OR LESS QUARTZ, CHERT AND FLINT. 12. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND AUSTIN NATIVE DESIGNS, LLC 48 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING OF WALLS WHICH ARE ULTIMATELY SUPPORTED TOP AND BOTTOM. SUCH SHORING SHALL NOT BE REMOVED UNTIL THE SUPPORTING ELEMENTS ARE IN PLACE, THE CONCRETE IN THE WALLS AND SUPPORTING ELEMENTS HAS ATTAINED THE SPECIFIED 28 DAY COMPRESSIVE STRENGTH (FC') AND COMPACTION OF THE BACKFILL AGAINST THE WALL HAS BEEN COMPLETED. 14. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI SP-66 "DETAILING MANUAL". PLACING OF REINFORCING BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING" AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE". 15. NO CONDUIT OR PIPING LARGER THAN 1" I.D. SHALL BE RUN IN STRUCTURAL CONCRETE MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWINGS. 16. ALL PIPE SLEEVES IN CONCRETE MEMBERS SHALL BE SCHEDULE 40 PIPE UNLESS SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS. LOCATION OF THE SLEEVES SHALL BE AS APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE 3 ADDITIONAL STIRRUPS EACH SIDE OF EACH SLEEVE IN BEAMS AND SPACE AS DIRECTED BY THE ENGINEER. 17. REINFORCED STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A615 GRADE 60 EXCEPT #3 BARS SHALL BE GRADE 40. 18. ALL STIRRUPS SHALL BE PROVIDED WITH STANDARD 90 DEGREE HOOKS. 19. PROVIDE 2-#5 X 4'-0" "L" SHAPED BARS TOP AND BOTTOM AT ALL CORNERS AND "T" INTERSECTIONS OF BEAMS. 1. JOIST TO SILL OR GIRDER - TOENAIL................................................(3) - 8D 2. BRIDGING TO JOIST - -TOENAIL EACH END............................................(2) - 8D 3. SOLE PLATE TO JOIST OR BLOCKING - TYP. FACE NAIL...........................16D AT 16" O.C. OR BRACE WALL PANEL...............................(3) - 16D 4. TOP PLATE TO STUD - ENDNAIL/ENDNAIL.............................................(2) - 16D 5. STUD TO SOLE PLATE - TOENAIL.....................................................(4) - 8D OR END NAIL.......................................(2) - 16D 6. DOUBLE STUDS - FACE NAIL...................................................16D AT 24" O.C. 7. DOUBLE TOP PLATES - TYPICAL FACE NAIL......................................16D AT 16" O.C. OR LAP SPLICE........................................(8) 16D 8. BLOCKING BETWEEN JOISTS - TOENAIL ................................................(3) - 8D 9. RAFTERS TO TOP PLATE W/ OVERHANG > 2'-0" - TOENAIL................................(3) - 8D 10. RAFTERS TO TOP PLATE W/ OVERHANG > 2'-0".............................. PROVIDE SIMPSON H3 11. RIM JOIST TO TOP PLATE - TOENAIL...........................................8D AT 16" O.C. 12. TOP PLATES (LAPS AND INTERSECTIONS) - FACE NAIL.................................(2) - 16D 13. CONTINUOUS HEADER (TWO PIECES) ...........................................16D AT 16" O.C. HURRICANE TIES STAGGERED ALONG EACH EDGE 14. CEILING JOISTS TO PLATE - TOENAIL................................................(3) - 8D 15. CONTINUOUS HEADER TO STUD - TOENAIL..............................................(4) - 8D 16. CEILING JOISTS (LAPS OVER PARTITIONS) - FACE NAIL...............................(3) - 16D 17. CEILING JOISTS TO PARALLEL RAFTERS - FACE NAIL..................................(3) - 16D 18. RAFTER TO PLATE - TOENAIL........................................................(3) - 8D 19. 1" DIAGONAL BRACE TO EACH STUD AND PLATE - FACE NAIL.............................(2) - 8D 20. BUILT-UP CORNER STUDS.....................................................16D AT 24" O.C. 21. BUILT-UP GIRDER AND BEAMS - FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES........................20D AT 32" O.C. FACE NAIL AT ENDS AND AT EACH SPLICE...........................(2) - 20D 22. 2" PLANKS - AT EACH BEARING...........................................................16D 23. COLLAR TIE TO RAFTER - FACE NAIL.................................................(3 - 10D 24. JACK RAFTER TO HIP - TOENAIL....................................................(3) - 10D FACE NAIL..................................(2) - 16D 25. ROOF RAFTER TO 2X RIDGE BEAM - TOENAIL..........................................(2) - 16D FACE NAIL..................................(2) - 16D 26. JOIST TO BAND JOIST - FACE NAIL.................................................(3) - 16D 27. LEDGER STRIP - FACE NAIL........................................................(3) - 16D 28. PLYWOOD FLOOR, WALL AND ROOF SHEATHING (TO FRAMING): 3 1 1-1 29. FLOOR PLYWOOD: NAILS SPACED AT 6" O.C. AT EDGES AND AT AT 12" O.C. 8" AND LESS...........................................................................8D 2", 5 4".......................................................................10D 4"........................................................................10D 8" AND 3 8" AND 1-1 30. ROOF PLYWOOD: NAILS SPACED AT 6" O.C. AT EDGES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS, "H" CLIPS AT 24" O.C. AT INTERMEDIATE SUPPORTS. 31. PANEL SIDING (TO FRAMING): 20. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI STANDARDS UNLESS 1 SHOWN OTHERWISE. 2" OR LESS...........................................................................6D 5 8"...................................................................................8D *CORROSION-RESISTANT SIDING OR CASING NAILS 32. BUILT-UP COLUMNS (UNLESS DETAILED OTHERWISE): COLUMN TYPE FASTENERS 2 - 2X4....................1 ROW OF 10D NAILS EACH SIDE @ 8" O.C. STAGGERED 3 - 2X4....................1 ROW OF 30D NAILS EACH SIDE @ 8" O.C. STAGGERED 4 - 2X4....................1 ROW OF 3 2 - 2X6....................2 ROWS OF 10D NAILS EACH SIDE @ 8" O.C. 3 - 2X6....................2 ROWS OF 30D NAILS EACH SIDE @ 8" O.C. 4 - 2X6....................2 ROWS OF 3 8" DIA. THROUGH BOLTS @ 8" O.C. 8" DIA. THROUGH BOLTS @ 8" O.C. STAGGERED 9. WOOD NAILER ATTACHMENT TO STEEL MEMBERS 3 8" THICK OR LESS: ATTACH 2X NAILER WITH 0.177" 8" LONG HILTI X-AL-H POWDER ACTUATED FASTENERS SPACED AT 8" O.C. STAGGERED DIAMETER X 1-7 OR WITH AN APPROVED ALTERNATIVE. 10. EXTERIOR SOLE PLATES AND INTERIOR SHEAR WALL PLATES SHALL BE ATTACHED TO CONCRETE FOUNDATIONS WITH 1 2" Ø ANCHOR BOLTS SPACED AT A MAXIMUM OF 6'-0" O.C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETER FROM EACH END OF THE PLATE SECTION. AT INTERIOR LOAD BEARING WALLS NOT PART OF THE LATERAL BRACING SYSTEM SOLE PLATES SHALL BE ANCHORED IN SAME MANNER OR WITH 0.177" Ø X 2 2 APPROVED ALTERNATIVE. 8" LONG HILTI X-AL-H POWER ACTUATED FASTENERS AT 16" O.C. OR WITH AN 11. COMMON WIRE NAILS OR SPIKES, OR GALVANIZED BOX NAILS SHALL BE USED FOR ALL FRAMING UNLESS NOTED OTHERWISE. 12. FASTENERS, INCLUDING BOLTS, LAG SCREWS, AND DRIFT PINS WITH DIAMETERS 3 8" OR GREATER SHALL CONFORM TO SAE J 429 GRADE 1. BOLTS SHALL BE INSTALLED PER AMSI/ASME STANDARD B18.2.1. 21. REINFORCEMENT DESIGNATED AS "CONTINUOUS" MAY BE SPLICED USING TYPE "B" SPLICES. REINFORCEMENT BAR SPLICE LENGTHS IN BEAMS WHICH ARE LOCATED AT THE CENTERLINE OF SUPPORTS FOR BOTTOM BARS AND AT MID-SPAN FOR TOP BARS MAY BE 36 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PROVIDE STANDARD ACI HOOKS FOR TOP AND BOTTOM BARS AT DISCONTINUOUS ENDS OF ALL GRADE BEAMS. 22. VERTICAL JOINTS MAY OCCUR AT CENTER OF SPANS AT LOCATIONS REVIEWED BY AUSTIN NATIVE DESIGNS, LLC. 23. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS SHALL BE PERMITTED ONLY WHERE INDICATED ON THE DRAWINGS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS - SEE DRAWINGS FOR TYPICAL DETAIL. THE LOCATION OF THE CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE AS SPECIFIED BY THE ENGINEER WITHOUT ADDITIONAL COST TO THE OWNER. 24. CONSTRUCTION JOINTS BETWEEN PIERS AND PIER CAPS, FOOTINGS AND WALLS OR COLUMNS, OR WALLS, COLUMNS, BEAMS, AND THE FLOOR SYSTEM THEY SUPPORT SHALL BE PREPARED BY ROUGHENING THE CONTACT SURFACE TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. 25. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED, OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR REVIEWED BY THE STRUCTURAL ENGINEER. 26. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS: (SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED) CONCRETE EXPOSED TO WEATHER #5 BARS AND SMALLER ALL OTHER BARS CONCRETE CAST AGAINST EARTH GRADE BEAMS: TOP BOARD FORMED SIDES EARTH FORMED SIDES BOTTOM SLABS ON GRADE: SINGLE LAYER OR TOP LAYER BOTTOM LAYER CAST AGAINST SOIL BOTTOM LAYER NOT CAST AGAINST SOIL PILASTERS & PLINTHS 1 - 1/2 INCHES 2 INCHES 3 INCHES 1 - 1/2 INCHES 2 INCHES 3 INCHES 3 INCHES 2 INCHES 3 INCHES 2 INCHES 2 INCHES M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E STRUCTURAL NOTES S H E E T S0.0 If Printed at 11X17, Scale is Half Noted on Sheet STRUCTURAL STEEL PREFABRICATED WOOD TRUSSES POST-INSTALLED ANCHORS 1. 2. CONTRACTOR SHALL FABRICATE AND ERECT STEEL IN ACCORDANCE WITH OSHA'S SAFETY REQUIREMENTS, INCLUDING 29 CFR PART 1926 SAFETY STANDARDS FOR STEEL ERECTION. ALL WIDE FLANGE STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A992, INCLUDING BEAMS AND COLUMNS. 3. OTHER STEEL SHAPES SUCH AS PLATES, ANGLES, & CHANNELS SHALL CONFORM TO ASTM SPECIFICATION A36. 4. 5. 6. 7. TUBING (HSS SECTIONS) SHALL CONFORM TO ASTM SPECIFICATION A500, GRADE B FOR RECTANGULAR & SQUARE SECTIONS. ROUND SECTIONS (HSS SECTIONS) SHALL CONFORM TO ASTM SPECIFICATION A500,GRADE B. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL BE HIGH STRENGTH BOLTS WHICH MEET OR EXCEED THE REQUIREMENTS OF ASTM A325, TYPE N, X, OR SC CLASS A. BOLTS SHALL BE DESIGNED AS BEARING TYPE BOLTS, EXCEPT AS NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE "SNUG TIGHT" CONDITION AS OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. CONNECTIONS WITH OVERSIZED ROUND HOLES AND CONNECTIONS WITH HOLES SLOTTED IN THE DIRECTION OF LOAD SHALL BE DESIGNED AS "SLIP CRITICAL" WITH SC CLASS A BOLTS. SEE DOCUMENTS FOR CONNECTIONS SPECIFIED AS SLIP CRITICAL. BOLTS FOR SLIP-CRITICAL CONNECTIONS SHALL BE TIGHTENED BY THE USE OF THE TURN-OF-THE-NUT METHOD OR THE USE OF LOAD-INDICATING TYPE BOLTS, OR LOAD-INDICATING WASHERS, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARD OF THE A.I.S.C.. FIELD CONNECTIONS SHALL BE EQUIVALENT TO STANDARD FRAMED CONNECTIONS USING MINIMUM 3 SECTION 6 OF THE A.I.S.C. UNLESS OTHERWISE SHOWN. CONNECTIONS SHALL BE BOLTED OR WELDED - SEE DETAILS. 4" A325 BOLTS WITH TYPE ASTM A563 NUTS AND WASHERS IN ACCORDANCE WITH TYPICAL BEAM CONNECTION DETAILS ARE DETAILED ON THE DRAWINGS. FOR NON-COMPOSITE BEAMS, THE END REACTION OF THE CONNECTED BEAM SHALL BE DETERMINED AS ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE TABLES OF UNIFORM LOAD CONSTANTS AS NOTED IN THE LATEST EDITION OF THE AISC MANUAL FOR THE GIVEN BEAM SPAN AND GRADE STEEL SPECIFIED, UNLESS A DESIGN REACTION IS INDICATED ON PLAN. THE EFFECT OF ANY CONCENTRATED LOADS MUST BE TAKEN INTO ACCOUNT. IN NO CASE SHALL THE END REACTION BE TAKEN AS LESS THAN 12.0 KIPS. IF ALTERNATE BEAM CONNECTION DESIGNS ARE USED AND FOR ALL OTHER CONNECTIONS NOT DETAILED ON THE DRAWINGS, THE FABRICATOR SHALL HAVE A REGISTERED PROFESSIONAL ENGINEER PREPARE THE CONNECTION DESIGNS IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION-VOLUME II CONNECTIONS "AND" HOLLOW STRUCTURAL SECTIONS-CONNECTIONS MANUAL." SUCH DESIGNS SHALL BE SUBMITTED PRIOR TO PREPARATION OF THE SHOP DRAWINGS AND SHALL BEAR THE SEAL OF THIS RESPONSIBLE PROFESSIONAL ENGINEER. 8. PRIOR TO DETAILING CONNECTIONS FOR STRUCTURAL STEEL, THE STEEL FABRICATOR SHALL SUBMIT FOR APPROVAL REPRESENTATIVE DETAILS AND CALCULATIONS FOR EACH TYPE OF STRUCTURAL STEEL CONNECTION TO BE UTILIZED. AFTER APPROVAL, THE CONNECTIONS MAY BE INCORPORATED INTO THE SHOP DRAWINGS, ALONG WITH A TABLE OF DESIGN CAPACITIES FOR THE RANGE OF CONNECTIONS TO BE USED. 9. PROVIDE WEB CONNECTIONS FOR STEEL BEAMS AT COLUMNS UNLESS OTHERWISE NOTED. 1. 2. 3. 4. 5. 6. 7. 8. 9. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE DESIGN SPECIFICATIONS FOR PLATE EVALUATION AND NATIONAL DESIGN SPECIFICATION FOR NAIL VALUES. PLATES SHALL BE DESIGNED FOR AXIAL LOAD ECCENTRICITY AND SECTION OF METAL. TRUSS MEMBERS SHALL BE CLAMPED INTO A MECHANICAL OR HYDRAULIC JIG WITH SUFFICIENT PRESSURE TO BRING MEMBERS INTO REASONABLE CONTACT AT ALL JOINTS DURING APPLICATION OF CONNECTOR PLATES. ADEQUATE ANCHORAGE AND ERECTION BRACING SHALL BE PROVIDED. PLATES SHALL BE MANUFACTURED FROM 20 GAUGE ZINC-COATED (HOT DIP PROCESS) SHEET CONFORMING TO CURRENT ASTM-A-93. ALL TIMBER TRUSS MEMBERS SHALL BE GRADE #2 SOUTHERN YELLOW PINE WITH A MAXIMUM MOISTURE CONTENT OF 19%. ALL TRUSSES SHALL BE DESIGNED FOR LOADS AS NOTED ON STRUCTURAL PLANS AND SECTIONS. ALL OVERHANGS SHALL BE DESIGNED FOR 10 POUNDS PER SQUARE FOOT WIND LOAD UPWARDS. FOR SIZE AND LOCATION OF MECHANICAL OPENINGS SEE MECHANICAL DRAWINGS. 10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. LAMINATED VENEER LUMBER (LVL) 1. ALL LAMINATED VENEER LUMBER (LVL) SHALL BE OF SPECIES SO. PINE, GRADE 1.9E & SHALL PROVIDE THE FOLLOWING ALLOWABLE DESIGN VALUES: · · · 2600 PSI IN BENDING 285 PSI IN HORIZONTAL SHEAR 2,000,000 PSI IN MODULUS OF ELASTICITY 1. 2. 3. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. 5. 6. CONTRACTOR TO NOTIFY ENGINEER PRIOR TO INSTALLATION FOR ANCHOR PRODUCT APPROVAL CHOSEN FROM LIST BELOW. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. 7. CONTACT SIMPSON STRONG-TIE AT (800) 999-5099 OR HILTI AT (800) 879-6000 X7980 FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. 8. ACCEPTABLE PRODUCTS FOR INSTALLATION IN CONCRETE ARE AS FOLLOWS: A. EXPANSION ANCHORS SHALL BE: - SIMPSON STRONG-TIE "STRONG-BOLT" PER ICC ESR-1771 - SIMPSON STRONG-TIE "STRONG-BOLT 2" PER ICC ESR-3037 - HILTI "KWIK BOLT TZ" PER ICC ESR-1917 B. SCREW ANCHORS SHALL BE: - SIMPSON STRONG-TIE "TITEN HD" PER ICC ESR-2713 2. MULTIPLE PLIES SHALL BE ATTACHED TOGETHER WITH A MINIMUM OF: C. ADHESIVE ANCHORS SHALL BE: · · · 2 ROWS OF 10D COMMON NAILS @ 12" O.C., 2" FROM TOP AND BOTTOM. 3 ROWS OF 10D COMMON NAILS @ 12" O.C. FOR BEAM DEPTHS 14" OR GREATER, 2" FROM TOP AND BOTTOM. FOR MULTIPLE PLIES OF 4, 2 ROWS OF 1 FROM TOP AND BOTTOM. 2" Ø A307 BOLTS W/ WASHERS @ 16" O.C., 2" 3. 4. LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE BEAM WIDTH, U.N.O. IF UNABLE, FOLLOW MANUFACTURER SPECIFICATIONS FOR SIDE-LOADED BEAMS OR CONTACT ENGINEER. LVL BEAMS SHALL ONLY BE PENETRATED IN THE MIDDLE THIRD SPAN. DO NOT NOTCH LVL BEAMS WITHOUT APPROVAL FROM ENGINEER. THE MAXIMUM ALLOWABLE ROUND HOLE SIZE IS 2" FOR BEAMS 7 1 LOCATED IN THE MIDDLE THIRD OF THE DEPTH & SPACED A MINIMUM OF 2X DIAMETER OF THE LARGEST HOLE. 4" IN DEPTH OR MORE. RECTANGULAR HOLES ARE NOT ALLOWED. HOLES SHALL BE 10. GROUT FOR BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC CONFORMING TO ASTM GLULAM WOOD BEAMS 1. ALL GLULAM BEAMS SHALL BE OF TYPE 24F-1.8E, SP OR DF) FABRICATED PER SOUTHERN PINE INSPECTION BUREAU "STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED SOUTHERN PINE TIMBER" AND SHALL PROVIDE ALLOWABLE DESIGN VALUES OF 2400 PSI IN BENDING, 200 PSI IN HORIZONTAL SHEAR AND 1,800,000 PSI IN MODULUS OF ELASTICITY, UNLESS NOTED OTHERWISE IN PLAN. BUILDER SHALL REFER TO ARCHITECT FOR DESIGNATION OF EXPOSED LAMINATED BEAMS AS ARCHITECTURAL GRADE. C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PRE-GROUTING OF BASE PLATES WILL NOT BE PERMITTED. 11. THE WET SETTING OF BASE PLATES SHALL NOT BE ALLOWED. 12. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED. 13. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS) STANDARD D1.1. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX, LOW HYDROGEN. 14. ANCHOR BOLTS (ANCHOR RODS) SHALL CONFORM TO ASTM A307 OR F1554 GRADE 36, UNLESS NOTED OTHERWISE. 15. PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERS UNLESS SO INDICATED IN THE DRAWINGS OR AS REVIEWED BY THE ENGINEER. 16. HEADED CONCRETE ANCHORS (H.C.A.) SHALL BE NELSON OR KSM DEFORMED BAR ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL CONFORM TO ASTM A108, GRADES C-1010 THOUGH C-1020. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEMS COMPANY. 20. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON OR KSM DEFORMED BAR ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL BE MADE FROM COLD DRAWN WIRE PER ASTM A496 CONFORMING TO ASTM A108 WITH A MINIMUM YIELD STRENGTH OF 70KSI. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEM COMPANY. 21. CLEAN AND PREPARE ALL STEEL SURFACES ACCORDING TO SSPC-SP 2 AND PRIME WITH SSPC-PAINT 25 TYPE 2 PRIMER, U.N.O. ON PLANS OR IN PROJECT SPECIFICATIONS. MEMBERS EMBEDDED IN CONCRETE OR RECEIVING FIREPROOFING SHALL NOT BE PRIMED. 22. STRUCTURAL STEEL MEMBERS TO RECEIVE FIREPROOFING SHALL NOT BE PRIMED NOR PAINTED. FIREPROOFING MATERIAL THICKNESS SHALL BE INCREASED AS REQUIRED FOR STEEL MEMBERS NOT CONFORMING TO THE MINIMUM SIZES INDICATED IN THE U.L. FIRE RESISTANCE DIRECTORY - VOLUME I AND FOR STEEL MEMBERS DETERMINED UNRESTRAINED. - SIMPSON STRONG-TIE "SET-XP EPOXY-TIE ADHESIVE" PER ICC ESR-2508 - HILTI "RE500-SD EPOXY ADHESIVE" PER ICC ESR-2322 D. POWER ACTUATED FASTENERS SHALL BE: - SIMPSON STONG-TIE "POWER-DRIVEN FASTENERS" PER ICC ESR-2138 - HILTI "X-U" "POWER-DRIVEN FASTENERS" PER ICC ESR-2269 COORDINATION ACCEPTABLE PRODUCTS FOR INSTALLATION IN GROUT FILLED CONCRETE BLOCK ARE AS FOLLOWS: 1. ONLY CERTAIN OF THE REQUIRED SLEEVE OPENINGS IN STRUCTURAL FRAMING COMPONENT MEMBERS, AND ONLY CERTAIN OF THE REQUIRED FRAMED OPENINGS IN AND/OR THROUGH STRUCTURAL ASSEMBLY ARE INDICATED ON THE STRUCTURAL SERIES DRAWINGS. HOWEVER, ALL SLEEVES, INSERTS AND OPENINGS, INCLUDING FRAMES AND/OR SLEEVES, THEREFORE, SHALL BE PROVIDED FOR PASSAGE, PROVISION AND/OR INCORPORATION OF THE WORK OF THE CONTRACT, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING WORK. THE PROVIDING FOR SLEEVES OR FRAMED OPENINGS SHALL INCLUDE THE VERIFICATION OF SIZES, ALIGNMENT, DIMENSION, POSITION, LOCATIONS, ELEVATIONS, AND GRADES AS REQUIRED TO SERVE THE INTENDED PURPOSE. OPENINGS NOT INDICATED ON THE STRUCTURAL SERIES DRAWINGS, BUT REQUIRED AS ABOVE, SHALL HAVE BEEN APPROVED BY THE ENGINEER. 2. 3. 4. 5. 6. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING SERIES DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DRAINS, AND LOCATION OF DEPRESSED AND ELEVATED FLOOR AREAS. STRUCTURAL SERIES DRAWINGS SHALL BE COMPARED WITH DRAWINGS OF OTHER SERIES; DIFFERENCES SHALL BE REFERRED TO THE ARCHITECT FOR INSTRUCTION. COMPATIBILITY OF ACCOMMODATION AND PROVISION FOR BUILDING EQUIPMENT SUPPORTED ON OR FROM STRUCTURAL COMPONENTS SHALL BE VERIFIED AS TO SIZE, DIMENSION, CLEARANCES, ACCESSIBILITY, WEIGHTS, AND REACTION WITH THE EQUIPMENT FOR WHICH THE ACCOMMODATION HAS BEEN DESIGNED PRIOR TO SUBMISSION OF SHOP DRAWINGS AND SUBMITTAL DATA FOR EACH EQUIPMENT AND FOR STRUCTURAL COMPONENTS; DIFFERENCES SHALL BE REFERRED TO THE ARCHITECT FOR REVIEW AND APPROVAL AND NOTATION. THE STRUCTURAL SYSTEM OF THIS BUILDING IS DESIGNED TO PERFORM AS A COMPLETED UNIT. PRIOR TO COMPLETION OF THE STRUCTURE, STRUCTURAL COMPONENTS MAY BE UNSTABLE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OR THE CLIENT IN THE ABSENCE OF A GENERAL CONTRACTOR, TO PROVIDE TEMPORARY SHORING AND/OR BRACING AS REQUIRED FOR THE STABILITY OF THE INCOMPLETE STRUCTURE AND FOR THE SAFETY OF ALL ON-SITE PERSONNEL. THE REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING AN OTHERWISE ADEQUATE OR SERVICEABLE PORTION OF THE STRUCTURE. THE CLIENT AGREES TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY CLAIM, LIABILITY, OR COST (INCLUDING REASONABLE ATTORNEYS' FEES AND COST OF DEFENSE) FOR INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES FOR COSTS THE ATTRIBUTABLE TO THE NEGLIGENCE OR WILLFUL MISCONDUCT OF THE DESIGN PROFESSIONAL. . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E STRUCTURAL NOTES S H E E T S0.1 If Printed at 11X17, Scale is Half Noted on Sheet 20" Ø LIVE OAK " 8 / 7 2 - ' 3 1 " 8 / 7 2 - ' 3 1 " 9 - ' 3 1 1'-0" 7 7/8" 2 1/8" 2 1/8" BP "A" 10/S3.0 . 0 3 S / 2 12'-4 1/8" " 4 / 1 0 - ' 1 1 " 2 - ' 8 3" 6" 3" T.O.SLAB = 0'-0" " 0 - ' 3 . Q S " 0 - ' 3 . Q S " 4 / 1 0 1 - ' 6 2 " 4 / 1 0 1 - ' 6 2 " 8 / 7 1 1 - ' 4 " 8 / 3 0 1 - ' 4 2 " 8 / 1 5 - ' 2 1 1'-0" 7 7/8" 2 1/8" 2 1/8" (3) 2X12 BM (@0'-0" FRAMING) (3) 2X12 BM (@0'-0" FRAMING) " 8 / 5 8 - ' 8 1 I Y F R E V . P Y T " 0 - ' 1 " 4 / 1 0 - ' 7 " 2 / 1 5 - ' 5 " 4 / 1 7 - ' 6 " 4 / 3 0 - ' 3 12'-7 7/8" VERIFY . 0 3 S / 2 1 8'-6 1/8" VERIFY " 1 - ' 2 (3) 2X12 BM (@0'-0" FRAMING) " 4 / 3 8 - ' 3 10/S3.0 " 2 - ' 9 (3) 2X12 BM (@-1'-6" FRAMING) " 2 / 1 6 - ' 2 M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( " 3 - ' 1 G U L T S O J I " 2 / 1 3 L L A W L O O P " 0 - ' 1 POOL G U L T S O J I " 2 / 1 3 M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( L L A W L O O P " 0 - ' 1 " 4 / 1 2 - ' 6 " 0 - ' 6 M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( 10/S3.0 . . C O " 4 2 @ S T S I O J 0 1 X 2 ) I G N M A R F " 6 - ' 1 - @ ( " 6 (2) 2X12 BM (@-1'-6" FRAMING) M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( " 4 / 1 5 - ' 7 " 0 - ' 6 . . C O " 4 2 @ S T S I O J 0 1 X 2 ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( " 2 / 1 3 - ' 4 1 " 4 / 1 5 - ' 7 " 6 - ' 4 " 0 - ' 2 " 8 / 1 1 1 - ' 6 " 4 / 3 4 - ' 2 " 8 / 5 9 - ' 6 " 2 / 1 0 1 - ' 8 . . C O " 4 2 @ S T S I O J 0 1 X 2 " 6 M B 2 1 X 2 ) 3 ( ) I G N M A R F " 0 - ' 0 @ ( M B 2 1 X 2 ) 3 ( ) I G N M A R F " 0 - ' 0 @ ( 1'-6" 10'-4 5/8" 2'-5 1/2" 6" 6" ) I G N M A R F " 6 - ' 1 - @ ( (3) 2X12 BM (@0'-0" FRAMING) ) I G N M A R F " 0 - ' 0 @ M B 2 1 X 2 ) 3 ( M B 2 1 X 2 ) 3 ( ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 0 - ' 0 @ ( ) I G N M A R F " 0 - ' 0 @ ( 9/S3.0 51" Ø LIVE OAK R 1 2'-9" (14 C R Z) 6'-8 1/2" 6" 6" 2 CRZ ARE TO BE 1 2 CRZ EXCAVATION NOTE: ALL FOOTINGS W/IN 1 EXCAVATED THRU AIRSPADING TECHNIQUES AND BY HAND ONLY, ALL ROOTS ENCOUNTERED ARE TO BE COORDINATED W/ ARBORIST AND ARE NOT TO BE CUT PRIOR TO ARBORIST AUTHORIZATION, FOOTINGS TO BE SLEEVED OR MOVED AFTER COORDINATING W/ ENGINEER R 2 5'-6" (12 C R Z) " 4 / 3 1 - ' 7 " 2 / 1 8 - ' 2 " 4 / 1 5 - ' 4 " 4 / 1 5 - ' 7 " 0 - ' 6 " 4 / 1 2 - ' 9 " 2 / 1 0 1 - ' 8 " 2 / 1 4 - ' 4 1 (3) 2X12 BM (@0'-0" FRAMING) (3) 2X12 BM (@0'-0" FRAMING) (2) 2X12 BM (@-1'-6" FRAMING) " 8 / 1 1 1 - ' 6 (3) 2X12 BM (@0'-0" FRAMING) (4) 2X12 CANTILEVERED BM (@-1'-6" FRAMING) (4) 2X12 CANTILEVERED BM (@0'-0" FRAMING) 6" 8'-7 5/8" 3'-5 3/4" 11'-6 5/8" (3) 2X12 BM S R E T F A R X 2 G N I T S I X E E C A L P E R - I N A M E R O T D E T A D P A L I D I , ' D Q E R S A S R E B M E M I R E E N G N E / W . D R O O C ' D Q E R S A " 1 - ' 4 1 " 8 / 5 9 - ' 9 10/S3.1 BP "A" " 8 / 7 1 1 - ' 1 " 0 - ' 3 " 0 - ' 3 3'-0" SQ. 3'-0" SQ. 13/S3.0 " 2 / 1 9 - ' 2 1 " 4 / 3 0 - ' 4 1 " 8 / 7 6 - ' 5 2 I Y F R E V " 8 / 7 6 - ' 5 2 I Y F R E V 1 23'-2 7/8" VERIFY I Y F R E V D L E F I R29'-0" (1 2 CRZ) R14'-6" (1 4 CRZ) 58" Ø LIVE OAK EXIST. PATIO FOUNDATION TO REMAIN BP "A" 5/S3.0 BP "A" 5/S3.0 . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A POOL CONTRACTOR TO PROVIDE 3 1 2" (MIN.) WIDTH LEDGE AROUND PERIMETER FOR JOISTS/ BEAMS TO BE SUPPORTED ON, LEAVE SPACE FOR 2X4 TREATED SOLE PLATE F O U N D A T I O N P L A N N O T E S 1. 2. 3. 4. 5. 6. 7. 8. 9. SEE SHEET SERIES S0 FOR STRUCTURAL NOTES AND BUILDING PAD SPECIFICATIONS. 4 1 2" MIN. THICK SLAB ON 95% COMPACTED SELECT FILL, REINFORCED W/ #4 @ 16" O.C. EACH WAY AT MID-DEPTH OF SLAB, UNLESS NOTED OTHERWISE. PROVIDE 10 MIL POLY VAPOR BARRIER CONCRETE SLAB-ON-GRADE FOUNDATION. REPAIR ANY PERFORATIONS OR DAMAGE PRIOR TO PLACING CONCRETE. VERIFY AND COORDINATE ALL NEW DIMENSIONS, ELEVATIONS, SLOPES, DROPS, CURBS, ETC., WITH ARCHITECTURAL AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC., AND COORDINATE DISCREPANCIES WITH ARCH. PRIOR TO THE START OF CONSTRUCTION. REFERENCE ARCH. AND EXISTING CONDITIONS FOR FINISH FLOOR ELEVATION. AREAS SHADED AS INDICATE LOWER PIER ELEVATION, COORD. FINAL ELEVATION W/ REQ'D FRAMING COMPONENTS PRIOR TO CONSTRUCTION. AREAS HATCHED AS INDICATE AREA OF DECK TO BE CONSTRUCTED OVER LOWER LEVEL DECK. PROVIDE (2) #5 X 4'-0" "L" SHAPED BARS TOP AND BOTTOM BARS, AND #4 X 4'-0" "L" SHAPED BARS FOR ALL INTERMEDIATE BARS, AT ALL CORNERS AND "T" INTERSECTIONS OF BEAMS. REFER TO DETAIL 3/S3.1 FOR ADDITIONAL INFORMATION. PROVIDE (2) #4 X 4'-0" LONG SHEAR BARS AT ALL RE-ENTRANT CORNERS, INCLUDING AT DROPS. REFER TO DETAIL 4/S3.1 FOR ADDITIONAL INFORMATION. 10. IF FILL MATERIAL EXCEEDS 4'- 0" PROVIDE HARD POINTS AT BEAM INTERSECTION, CONSULT WITH ENGINEER AS REQUIRED. FURTHER MORE PLUMBING SHOULD BE TIED TO STEEL REINFORCEMENT WITH HANGERS/ BRACKETS, REFER O G.C. OR PLUMBER FOR ADDITIONAL INFORMATION CONSULT WITH ENGINEER AS REQUIRED. 11. THESE STRUCTURAL DOCUMENTS DO NOT ADDRESS WATER ISSUES AS IT RELATES TO BUT NOT LIMITED TO SITE DRAINAGE, ROOF RUNOFF, OR WATER INTRODUCED BY ADJACENT PROPERTIES. ADEQUATE DRAINAGE SHALL BE PROVIDED TO LIMIT THE EFFECTS OF EROSION AND TO MAINTAIN THE INTEGRITY OF THE STRUCTURAL SYSTEM DESCRIBED. WATER ISSUES AND/OR WATERPROOFING ARE THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR AND ARE BEYOND THE SCOPE OF THESE DOCUMENTS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY THAT THE COMPOSITION OF THE FILL MATERIAL USED AND ITS COMPACTION ARE IN ACCORDANCE WITH THE BUILDING PAD NOTES SPECIFIED ON SHEET SERIES S0. 13. ALL FLOOR JOISTS SHALL BE AT MINIMUM 2X12 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 12'-3". FLOOR JOIST ORIENTATION ASSUMED TO BE AS DESIGNATED IN DRAWING. STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND FLOOR JOIST, UNLESS LEDGER IS USED. EXISTING FLOOR JOISTS ARE TO REMAIN, REPLACE DILAPIDATED MEMBERS AS REQ'D AND COORDINATE W/ ENGINEER ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 14. ALL FACE MOUNT JOIST HANGERS ARE INDICATED AS AND ALL CONCEALED JOIST HANGERS ARE INDICATED AS AND SHALL BE THE FOLLOWING BY SIMPSON STRONG-TIE*: - 2X10..............................................LUS210 (FACE MOUNT) - (2) 2X10.........................................LUS210-2 (FACE MOUNT) - (3) 2X10.........................................LUS210-3 (FACE MOUNT) - 2X12..............................................LUS210 (FACE MOUNT) - (2) 2X12.........................................LUS210-2 (FACE MOUNT) HUC210-2 (CONCEALED) - (3) 2X12.........................................LUS210-3 (FACE MOUNT) *ALL HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS **TRIMMING OF BEAM MAY BE REQUIRED TO FIT WIDTH OF HANGER HUCQ210-3-SDS (CONCEALED) 15. REFER TO DETAIL 7/S4.2 FOR BASEPLATE DETAILS, TYP. 16. SEE SHEET SERIES S3 FOR FOUNDATION DETAILS. 1 FOUNDATION PLAN 1/4" = 1' - 0" M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FOUNDATION PLAN S H E E T S1.0 If Printed at 11X17, Scale is Half Noted on Sheet 13'-11" 1'-0" 1'-0" 3'-0 7/8" R5'-0" R10'-0" 20" Ø LIVE OAK " 6 " 8 / 7 2 - ' 3 1 " 8 / 7 2 - ' 3 1 " 9 - ' 3 1 1'-0" 7 7/8" 2 1/8" 2 1/8" 25'-10 5/8" VERIFY EXISTING PRE-FAB STORAGE TO BE RELOCATED, REF. ARCH. " 8 / 5 8 - ' 8 1 I Y F R E V " 8 / 1 3 . P Y T " 0 - ' 1 BP "A" 10/S3.0 . 0 3 S / 2 12'-4 1/8" " 4 / 1 0 - ' 1 1 " 2 - ' 8 3" 6" 3" T.O.SLAB = 0'-0" " 0 - ' 3 . Q S " 0 - ' 3 . Q S " 4 / 1 0 1 - ' 6 2 " 4 / 1 0 1 - ' 6 2 " 8 / 7 1 1 - ' 4 " 8 / 3 0 1 - ' 4 2 " 8 / 1 5 - ' 2 1 1'-0" 7 7/8" 2 1/8" 2 1/8" (3) 2X12 BM (@0'-0" FRAMING) (3) 2X12 BM (@0'-0" FRAMING) " 4 / 1 0 - ' 7 " 2 / 1 5 - ' 5 " 4 / 1 7 - ' 6 " 4 / 3 0 - ' 3 12'-7 7/8" VERIFY . 0 3 S / 2 1 8'-6 1/8" VERIFY " 1 - ' 2 (3) 2X12 BM (@0'-0" FRAMING) " 4 / 3 8 - ' 3 10/S3.0 " 2 - ' 9 (3) 2X12 BM (@0'-0" FRAMING) (3) 2X12 BM (@0'-0" FRAMING) " 8 / 1 1 1 - ' 6 (3) 2X12 BM (@0'-0" FRAMING) (4) 2X12 CANTILEVERED BM (@-1'-6" FRAMING) (4) 2X12 CANTILEVERED BM (@0'-0" FRAMING) 6" 8'-7 5/8" 3'-5 3/4" 11'-6 5/8" (3) 2X12 BM S R E T F A R X 2 G N I T S I X E E C A L P E R - I N A M E R O T D E T A D P A L I D I , ' D Q E R S A S R E B M E M I R E E N G N E / W . D R O O C ' D Q E R S A " 1 - ' 4 1 " 8 / 5 9 - ' 9 10/S3.1 BP "A" " 8 / 7 1 1 - ' 1 " 0 - ' 3 " 0 - ' 3 3'-0" SQ. 3'-0" SQ. 13/S3.0 1 " 8 / 7 6 - ' 5 2 I Y F R E V " 8 / 7 6 - ' 5 2 I Y F R E V " 2 / 1 9 - ' 2 1 " 4 / 3 0 - ' 4 1 I Y F R E V D L E F I 1'-10 7/8" 6" 6'-8 1/4" 2'-6" 11'-0" " 6 (3) 2X12 BM (@-1'-6" FRAMING) " 6 9/S3.0 " 4 / 1 4 - ' 8 M B 2 1 X 2 ) 3 ( ) I G N M A R F " 6 - ' 1 - @ ( S T S I O J 0 1 X 2 . . C O " 4 2 @ " 4 / 1 0 - ' 3 " 8 / 1 0 1 - ' 5 " 4 / 3 1 - ' 7 " 2 / 1 8 - ' 2 " 4 / 1 5 - ' 4 " 4 / 1 5 - ' 7 " 0 - ' 6 M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( " 8 / 1 0 - ' 3 " 8 / 1 0 1 - ' 5 " 2 / 1 6 - ' 2 . . C O " 4 2 @ S T S I O J 0 1 X 2 " 4 / 1 5 - ' 7 " 0 - ' 6 (2) 2X12 BM (@-1'-6" FRAMING) (3) 2X12 BM (@-1'-6" FRAMING) . 0 3 S / 1 1 " 3 - ' 1 G U L T S O J I " 2 / 1 3 " 4 / 1 4 - ' 8 L L A W L O O P " 0 - ' 1 M B 2 1 X 2 ) 3 ( ) I G N M A R F " 6 - ' 1 - @ ( POOL G U L T S O J I " 2 / 1 3 ) I G N M A R F " 6 - ' 1 - @ ( L L A W L O O P " 0 - ' 1 " 4 / 1 2 - ' 6 " 0 - ' 6 10/S3.0 . . C O " 4 2 @ S T S I O J 0 1 X 2 ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 6 - ' 1 - @ ( " 2 / 1 3 - ' 4 1 " 4 / 1 5 - ' 7 " 6 - ' 4 " 0 - ' 2 (2) 2X12 BM (@-1'-6" FRAMING) ( " 6 (2) 2X12 BM (@-1'-6" FRAMING) " 8 / 1 1 1 - ' 6 " 4 / 3 4 - ' 2 " 8 / 5 9 - ' 6 " 2 / 1 0 1 - ' 8 M B 2 1 X 2 ) 3 ( ) I G N M A R F " 0 - ' 0 @ ( M B 2 1 X 2 ) 3 ( ) I G N M A R F " 0 - ' 0 @ ( 1'-6" 10'-4 5/8" 2'-5 1/2" 6" 6" ) I G N M A R F " 6 - ' 1 - @ ( (3) 2X12 BM (@0'-0" FRAMING) ) I G N M A R F " 0 - ' 0 @ M B 2 1 X 2 ) 3 ( M B 2 1 X 2 ) 3 ( ( M B 2 1 X 2 ) 2 ( ) I G N M A R F " 0 - ' 0 @ ( . . C O " 4 2 @ S T S I O J 0 1 X 2 ) I G N M A R F " 0 - ' 0 @ ( " 6 9/S3.0 51" Ø LIVE OAK R 1 2'-9" (14 C R Z) 6'-8 1/2" 6" 6" 2 CRZ ARE TO BE 1 2 CRZ EXCAVATION NOTE: ALL FOOTINGS W/IN 1 EXCAVATED THRU AIRSPADING TECHNIQUES AND BY HAND ONLY, ALL ROOTS ENCOUNTERED ARE TO BE COORDINATED W/ ARBORIST AND ARE NOT TO BE CUT PRIOR TO ARBORIST AUTHORIZATION, FOOTINGS TO BE SLEEVED OR MOVED AFTER COORDINATING W/ ENGINEER R 2 5'-6" (12 C R Z) " 4 / 1 2 - ' 9 " 2 / 1 0 1 - ' 8 " 2 / 1 4 - ' 4 1 BP "A" 5/S3.0 BP "A" 5/S3.0 . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 23'-2 7/8" VERIFY R29'-0" (1 2 CRZ) R14'-6" (1 4 CRZ) 58" Ø LIVE OAK POOL CONTRACTOR TO PROVIDE 3 1 2" (MIN.) WIDTH LEDGE AROUND PERIMETER FOR JOISTS/ BEAMS TO BE SUPPORTED ON, LEAVE SPACE FOR 2X4 TREATED SOLE PLATE F O U N D A T I O N P L A N N O T E S 1. 2. 3. 4. 5. 6. 7. 8. 9. SEE SHEET SERIES S0 FOR STRUCTURAL NOTES AND BUILDING PAD SPECIFICATIONS. 4 1 2" MIN. THICK SLAB ON 95% COMPACTED SELECT FILL, REINFORCED W/ #4 @ 16" O.C. EACH WAY AT MID-DEPTH OF SLAB, UNLESS NOTED OTHERWISE. PROVIDE 10 MIL POLY VAPOR BARRIER CONCRETE SLAB-ON-GRADE FOUNDATION. REPAIR ANY PERFORATIONS OR DAMAGE PRIOR TO PLACING CONCRETE. VERIFY AND COORDINATE ALL NEW DIMENSIONS, ELEVATIONS, SLOPES, DROPS, CURBS, ETC., WITH ARCHITECTURAL AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC., AND COORDINATE DISCREPANCIES WITH ARCH. PRIOR TO THE START OF CONSTRUCTION. REFERENCE ARCH. AND EXISTING CONDITIONS FOR FINISH FLOOR ELEVATION. AREAS SHADED AS INDICATE LOWER PIER ELEVATION, COORD. FINAL ELEVATION W/ REQ'D FRAMING COMPONENTS PRIOR TO CONSTRUCTION. AREAS HATCHED AS INDICATE AREA OF DECK TO BE CONSTRUCTED OVER LOWER LEVEL DECK. PROVIDE (2) #5 X 4'-0" "L" SHAPED BARS TOP AND BOTTOM BARS, AND #4 X 4'-0" "L" SHAPED BARS FOR ALL INTERMEDIATE BARS, AT ALL CORNERS AND "T" INTERSECTIONS OF BEAMS. REFER TO DETAIL 3/S3.1 FOR ADDITIONAL INFORMATION. PROVIDE (2) #4 X 4'-0" LONG SHEAR BARS AT ALL RE-ENTRANT CORNERS, INCLUDING AT DROPS. REFER TO DETAIL 4/S3.1 FOR ADDITIONAL INFORMATION. 10. IF FILL MATERIAL EXCEEDS 4'- 0" PROVIDE HARD POINTS AT BEAM INTERSECTION, CONSULT WITH ENGINEER AS REQUIRED. FURTHER MORE PLUMBING SHOULD BE TIED TO STEEL REINFORCEMENT WITH HANGERS/ BRACKETS, REFER O G.C. OR PLUMBER FOR ADDITIONAL INFORMATION CONSULT WITH ENGINEER AS REQUIRED. 11. THESE STRUCTURAL DOCUMENTS DO NOT ADDRESS WATER ISSUES AS IT RELATES TO BUT NOT LIMITED TO SITE DRAINAGE, ROOF RUNOFF, OR WATER INTRODUCED BY ADJACENT PROPERTIES. ADEQUATE DRAINAGE SHALL BE PROVIDED TO LIMIT THE EFFECTS OF EROSION AND TO MAINTAIN THE INTEGRITY OF THE STRUCTURAL SYSTEM DESCRIBED. WATER ISSUES AND/OR WATERPROOFING ARE THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR AND ARE BEYOND THE SCOPE OF THESE DOCUMENTS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY THAT THE COMPOSITION OF THE FILL MATERIAL USED AND ITS COMPACTION ARE IN ACCORDANCE WITH THE BUILDING PAD NOTES SPECIFIED ON SHEET SERIES S0. 13. ALL FLOOR JOISTS SHALL BE AT MINIMUM 2X12 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 12'-3". FLOOR JOIST ORIENTATION ASSUMED TO BE AS DESIGNATED IN DRAWING. STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND FLOOR JOIST, UNLESS LEDGER IS USED. EXISTING FLOOR JOISTS ARE TO REMAIN, REPLACE DILAPIDATED MEMBERS AS REQ'D AND COORDINATE W/ ENGINEER ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 14. ALL FACE MOUNT JOIST HANGERS ARE INDICATED AS AND ALL CONCEALED JOIST HANGERS ARE INDICATED AS AND SHALL BE THE FOLLOWING BY SIMPSON STRONG-TIE*: - 2X10..............................................LUS210 (FACE MOUNT) - (2) 2X10.........................................LUS210-2 (FACE MOUNT) - (3) 2X10.........................................LUS210-3 (FACE MOUNT) - 2X12..............................................LUS210 (FACE MOUNT) - (2) 2X12.........................................LUS210-2 (FACE MOUNT) HUC210-2 (CONCEALED) - (3) 2X12.........................................LUS210-3 (FACE MOUNT) *ALL HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS **TRIMMING OF BEAM MAY BE REQUIRED TO FIT WIDTH OF HANGER HUCQ210-3-SDS (CONCEALED) 15. REFER TO DETAIL 7/S4.2 FOR BASEPLATE DETAILS, TYP. 16. SEE SHEET SERIES S3 FOR FOUNDATION DETAILS. 1 FOUNDATION PLAN 1/4" = 1' - 0" M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FOUNDATION PLAN S H E E T S1.1 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A - M B 8 3 X 4 1 W Y F I R E V = . S . O B . 4/S4.2 S R E T F A R 2 1 X 2 . . C O " 4 2 @ . 2 4 S / 1 HSS 6X6X 1 COL. 4 HSS 6X6X 1 COL. 4 W14X38 BM - B.O.S. = VERIFY level-0'-6" level-1'-6" TYP. HDR level±0'-0" 2X8 RAFTERS @ 24" O.C. level±0'-0" . P Y T R D H (2) 2X10 HDR (MIN.) TYP. HDR level-1'-6" level-5'-6" level-1'-6" . P Y T R D H (2) 2X10 BM @ CLG. HT W14X38 BM - B.O.S. = VERIFY 4 HSS 6X6X 1 COL. . 2 4 S / 1 4 HSS 6X6X 1 COL. (4) STUD COL. 2B+2K L V L level-0'-6" . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( TYP. HDR (2) STUD COL. 2B 4/S4.2 - M B 8 3 X 4 1 W Y F I R E V = . S . O B . level-0'-6" (3) STUD COL. 3B R D H . P Y T T H . G L C @ R D H . P Y T T H . G L C @ EXIST.BM - NEED AT MIN. (2) 1 3 4" X 11 1 4" LVL EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER level±0'-0" AS REQ'D EXIST. BM - NEED AT MIN. (2) 1 3 4" X 11 1 4" LVL (2) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 2 ( . P Y T R D H level±0'-0" (3) STUD COL.3B TYP. HDR @ CLG. HT M B 8 X 2 ) 3 ( T H . G L C @ (2) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL (4) STUD COL.4B (4) STUD COL. 2B+2K L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( level-1'-6" TYP. HDR level±0'-0" R D H . P Y T T H . G L C @ TYP. HDR @ CLG. HT L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( (3) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL EXIST. BM - NEED AT MIN. (3) 2X12 (4) STUD COL. 2B+2K 2 1 X 2 ) 2 ( ) . I N M ( R D H L V L " 14 1 1 X " 34 1 ) 4 ( . T H . G L C @ M B 4B (4) STUD COL. . T H . G L C @ M B " 14 1 1 X " 34 1 ) 4 ( 4B (4) STUD COL. 4B (4) STUD COL. TYP. HDR @ CLG. HT (4) STUD COL. 2B+2K L V L EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER AS REQ'D level±0'-0" 0 1 X 2 ) 2 ( ) . I N M ( R D H EXIST. BM - NEED AT MIN. (3) 2X12 level±0'-0" EXISTING RIDGE EXIST. HDR EXIST. HDR - NEED AT MIN. (3) 2X10 EXISTING VALLEY G N I T S I X E E G D R I EXISTING VALLEY EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER AS REQ'D i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A B R A C E D W A L L P L A N N O T E S 1. IT SHALL BE NOTED THAT THE WALL MODIFICATIONS TO THE PROPOSED FIRST FLOOR STRUCTURE DOES NOT AFFECT THE EXISTING LATERAL SYSTEM, THUS THIS OFFICE DEEMS THE EXISTING LATERAL BRACED WALL SYSTEM TO BE ADEQUATE TO SUPPORT THE SUPER-IMPOSED LOADS AS PER IRC 2021. F R A M I N G P L A N N O T E S 1. 2. 3. ALL FLOOR JOISTS SHALL BE AT MINIMUM 2X12 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 12'-3". FLOOR JOIST ORIENTATION ASSUMED TO BE AS DESIGNATED IN DRAWING. STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND FLOOR JOIST, UNLESS LEDGER IS USED. EXISTING FLOOR JOISTS ARE TO REMAIN, REPLACE DILAPIDATED MEMBERS AS REQ'D AND COORDINATE W/ ENGINEER ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. ALL ROOF RAFTERS SHALL BE 2X10 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 10'-6". STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND RAFTER. PROVIDE H2.5A SIMPSON STRONG-TIE HURRICANE TIES @ 48" O.C. (MAX.), TYPICAL U.N.O. ON PLAN. ALL NEW FRAMED WALLS SHALL BE 2X STUDS SPF No.1/No.2 FOR EXTERIOR AND INTERIOR WALLS, U.N.O. ON PLAN, AND ARE INDICATED AS USE THE FOLLOWING TABLES FOR STUD SPACING AND SIZE REQUIREMENTS: WALL HEIGHT 10'-0" WALL HEIGHT 10'-0" INTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 16" O.C. OR 2X6 @ 16" O.C. EXTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 12" O.C. OR 2X6 @ 16" O.C. 4. ALL EXISTING FRAMED WALLS ARE INDICATED AS , ANY MODIFICATIONS TO WALLS TO COMPLY TO NOTE #2. 5. 6. ALL WALLS SHOWN ARE FROM FLOOR BELOW. ALL WALLS INCLUDING GABLE END WALLS SHALL BE FRAMED FULL HEIGHT WITH NO INTERMEDIATE PLATES. 7. CEILING JOISTS SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: JOIST SIZE SPACING MAXIMUM SPAN 2X6 2X8 2X10 *DOUBLE ALL CEILING JOISTS SUPPORTING ROOF RIDGE LOADS 24" O.C. 24" O.C. 24" O.C. 12'-0" 15'-0" 18'-0" 8. ALL HEADERS SHALL BE FULLY SUPPORTED BY 2-STUD COLUMNS, U.N.O. ON PLAN. HEADERS MARKED (TYP. HDR) SHALL BE (3) 2X6 MIN. @ 2X6 STUD WALLS & (2) 2X8 MIN. @ 2X4 STUD WALLS. 9. HEADERS & BEAMS MARKED WITH A CEILING HEIGHT (CLG HT.) OR A DESIGNATED ELEVATION REFERS TO BOTTOM OF BEAM SET TO ELEVATION NOTED. 3 12"X7" PSL 1.8E ' ', FOR EXAMPLE, INDICATES STUD COLUMN SUPPORTING THIS FLOOR. SEE STRUCTURAL NOTES AND FRAMING DETAILS FOR COLUMN FASTENERS. 10. 11. STUD COLUMNS WITH INDICATIONS OF "#B+#K" REFER TO QUANTITY (#) OF BEARING (B) AND KING (K) STUDS REQUIRED TO SUPPORT THE INDICATED HEADER. 12. ALL FACE MOUNT JOIST HANGERS ARE INDICATED AS AND ALL CONCEALED JOIST HANGERS ARE INDICATED AS AND SHALL BE THE FOLLOWING BY SIMPSON STRONG-TIE*: - 2X6...............................................LUS26 (FACE MOUNT) - (2) 2X6..........................................LUS26-2 (FACE MOUNT) - 2X8...............................................LUS28 (FACE MOUNT) LUC26Z (CONCEALED) - (2) 2X8..........................................LUS28-2 (FACE MOUNT) HUC26-2 (CONCEALED) - (3) 2X8..........................................LUS28-3 (FACE MOUNT) HUC28-3 (CONCEALED) - 2X10..............................................LUS210 (FACE MOUNT) - (2) 2X10.........................................LUS210-2 (FACE MOUNT) - (3) 2X10.........................................LUS210-3 (FACE MOUNT) - 2X12..............................................LUS210 (FACE MOUNT) - (2) 2X12.........................................LUS210-2 (FACE MOUNT) - (3) 2X12.........................................LUS210-3 (FACE MOUNT) - (2) 1 3 4" LVL......................HHUS410 (FACE MOUNT) - (3) 1 3 4" LVL......................MGU5.50-SDS (FACE MOUNT) - (4) 1 3 4" LVL......................HGUS7.25/12 (FACE MOUNT) * ALL HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ** TRIMMING OF BEAM MAY BE REQUIRED TO FIT WIDTH OF HANGER 4" X 11 1 4" X 11 1 4" X 11 1 13. REPRESENTS A TYPICAL STEEL MOMENT CONNECTION, SEE DETAIL 2/S4.2 FOR ADDITIONAL CONNECTION INFORMATION. 14. REFER TO DETAIL 9/S4.1 FOR TYPICAL LEDGER ATTACHMENT REQUIREMENTS, TYP. 15. SEE SHEET SERIES S4 FOR TYPICAL FRAMING DETAILS. M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT 16. SEE SHEET SERIES S0 FOR ADDITIONAL NOTES. D R A W I N G T I T L E LOWER ROOF & 2nd FLOOR FRAMING PLAN 1/4" = 1' - 0" 1 LOWER ROOF & SECOND FLOOR FRAMING PLAN S H E E T S2.0 If Printed at 11X17, Scale is Half Noted on Sheet EXISTING PRE-FAB STORAGE TO BE RELOCATED, REF. ARCH. level-0'-6" level-1'-6" TYP. HDR level±0'-0" 2X8 RAFTERS @ 24" O.C. level±0'-0" . P Y T R D H (2) 2X10 HDR (MIN.) TYP. HDR level-1'-6" level-5'-6" level-1'-6" R D H . P Y T T H . G L C @ R D H . P Y T T H . G L C @ EXIST.BM - NEED AT MIN. (2) 1 3 4" X 11 1 4" LVL EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER level±0'-0" AS REQ'D EXIST. BM - NEED AT . 2 4 S / 1 HSS 6X6X 1 COL. 4 HSS 6X6X 1 COL. 4 W14X38 BM - B.O.S. = VERIFY - M B 8 3 X 4 1 W Y F I R E V = . S . O B . 4/S4.2 S R E T F A R 2 1 X 2 . . C O " 4 2 @ 4/S4.2 - M B 8 3 X 4 1 W Y F I R E V = . S . O B . level-0'-6" (3) STUD COL. 3B . P Y T R D H (2) 2X10 BM @ CLG. HT W14X38 BM - B.O.S. = VERIFY 4 HSS 6X6X 1 COL. . 2 4 S / 1 4 HSS 6X6X 1 COL. (4) STUD COL. 2B+2K L V L level-0'-6" . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( TYP. HDR (2) STUD COL. 2B MIN. (2) 1 3 4" X 11 1 4" LVL (2) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 2 ( . P Y T R D H level±0'-0" (3) STUD COL.3B TYP. HDR @ CLG. HT M B 8 X 2 ) 3 ( T H . G L C @ (2) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL (4) STUD COL.4B (4) STUD COL. 2B+2K L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( level-1'-6" TYP. HDR level±0'-0" R D H . P Y T T H . G L C @ TYP. HDR @ CLG. HT L V L . T H . G L C @ M B " 14 1 1 X " 34 1 ) 3 ( (3) 1 3 4" X 11 1 BM @ CLG. HT. 4" LVL EXIST. BM - NEED AT MIN. (3) 2X12 (4) STUD COL. 2B+2K 2 1 X 2 ) 2 ( ) . I N M ( R D H L V L " 14 1 1 X " 34 1 ) 4 ( . T H . G L C @ M B 4B (4) STUD COL. . T H . G L C @ M B " 14 1 1 X " 34 1 ) 4 ( 4B (4) STUD COL. 4B (4) STUD COL. TYP. HDR @ CLG. HT (4) STUD COL. 2B+2K L V L EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER AS REQ'D level±0'-0" 0 1 X 2 ) 2 ( ) . I N M ( R D H EXIST. BM - NEED AT MIN. (3) 2X12 level±0'-0" EXISTING RIDGE EXIST. HDR EXIST. HDR - NEED AT MIN. (3) 2X10 EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED B R A C E D W A L L P L A N N O T E S 1. IT SHALL BE NOTED THAT THE WALL MODIFICATIONS TO THE PROPOSED FIRST FLOOR STRUCTURE DOES NOT AFFECT THE EXISTING LATERAL SYSTEM, THUS THIS OFFICE DEEMS THE EXISTING LATERAL BRACED WALL SYSTEM TO BE ADEQUATE TO SUPPORT THE SUPER-IMPOSED LOADS AS PER IRC 2021. F R A M I N G P L A N N O T E S 1. 2. 3. ALL FLOOR JOISTS SHALL BE AT MINIMUM 2X12 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 12'-3". FLOOR JOIST ORIENTATION ASSUMED TO BE AS DESIGNATED IN DRAWING. STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND FLOOR JOIST, UNLESS LEDGER IS USED. EXISTING FLOOR JOISTS ARE TO REMAIN, REPLACE DILAPIDATED MEMBERS AS REQ'D AND COORDINATE W/ ENGINEER ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. ALL ROOF RAFTERS SHALL BE 2X10 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 10'-6". STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND RAFTER. PROVIDE H2.5A SIMPSON STRONG-TIE HURRICANE TIES @ 48" O.C. (MAX.), TYPICAL U.N.O. ON PLAN. ALL NEW FRAMED WALLS SHALL BE 2X STUDS SPF No.1/No.2 FOR EXTERIOR AND INTERIOR WALLS, U.N.O. ON PLAN, AND ARE INDICATED AS USE THE FOLLOWING TABLES FOR STUD SPACING AND SIZE REQUIREMENTS: WALL HEIGHT 10'-0" WALL HEIGHT 10'-0" INTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 16" O.C. OR 2X6 @ 16" O.C. EXTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 12" O.C. OR 2X6 @ 16" O.C. 4. ALL EXISTING FRAMED WALLS ARE INDICATED AS , ANY MODIFICATIONS TO WALLS TO COMPLY TO NOTE #2. 5. 6. ALL WALLS SHOWN ARE FROM FLOOR BELOW. ALL WALLS INCLUDING GABLE END WALLS SHALL BE FRAMED FULL HEIGHT WITH NO INTERMEDIATE PLATES. 7. CEILING JOISTS SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: JOIST SIZE SPACING MAXIMUM SPAN 2X6 2X8 2X10 *DOUBLE ALL CEILING JOISTS SUPPORTING ROOF RIDGE LOADS 24" O.C. 24" O.C. 24" O.C. 12'-0" 15'-0" 18'-0" 8. ALL HEADERS SHALL BE FULLY SUPPORTED BY 2-STUD COLUMNS, U.N.O. ON PLAN. HEADERS MARKED (TYP. HDR) SHALL BE (3) 2X6 MIN. @ 2X6 STUD WALLS & (2) 2X8 MIN. @ 2X4 STUD WALLS. 9. HEADERS & BEAMS MARKED WITH A CEILING HEIGHT (CLG HT.) OR A DESIGNATED ELEVATION REFERS TO BOTTOM OF BEAM SET TO ELEVATION NOTED. 3 12"X7" PSL 1.8E ' ', FOR EXAMPLE, INDICATES STUD COLUMN SUPPORTING THIS FLOOR. SEE STRUCTURAL NOTES AND FRAMING DETAILS FOR COLUMN FASTENERS. 10. 11. STUD COLUMNS WITH INDICATIONS OF "#B+#K" REFER TO QUANTITY (#) OF BEARING (B) AND KING (K) STUDS REQUIRED TO SUPPORT THE INDICATED HEADER. 12. ALL FACE MOUNT JOIST HANGERS ARE INDICATED AS AND ALL CONCEALED JOIST HANGERS ARE INDICATED AS AND SHALL BE THE FOLLOWING BY SIMPSON STRONG-TIE*: - 2X6...............................................LUS26 (FACE MOUNT) - (2) 2X6..........................................LUS26-2 (FACE MOUNT) - 2X8...............................................LUS28 (FACE MOUNT) LUC26Z (CONCEALED) - (2) 2X8..........................................LUS28-2 (FACE MOUNT) HUC26-2 (CONCEALED) - (3) 2X8..........................................LUS28-3 (FACE MOUNT) HUC28-3 (CONCEALED) - 2X10..............................................LUS210 (FACE MOUNT) - (2) 2X10.........................................LUS210-2 (FACE MOUNT) - (3) 2X10.........................................LUS210-3 (FACE MOUNT) - 2X12..............................................LUS210 (FACE MOUNT) - (2) 2X12.........................................LUS210-2 (FACE MOUNT) - (3) 2X12.........................................LUS210-3 (FACE MOUNT) - (2) 1 3 4" LVL......................HHUS410 (FACE MOUNT) - (3) 1 3 4" LVL......................MGU5.50-SDS (FACE MOUNT) - (4) 1 3 4" LVL......................HGUS7.25/12 (FACE MOUNT) * ALL HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ** TRIMMING OF BEAM MAY BE REQUIRED TO FIT WIDTH OF HANGER 4" X 11 1 4" X 11 1 4" X 11 1 13. REPRESENTS A TYPICAL STEEL MOMENT CONNECTION, SEE DETAIL 2/S4.2 FOR ADDITIONAL CONNECTION INFORMATION. 14. REFER TO DETAIL 9/S4.1 FOR TYPICAL LEDGER ATTACHMENT REQUIREMENTS, TYP. 15. SEE SHEET SERIES S4 FOR TYPICAL FRAMING DETAILS. M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT 16. SEE SHEET SERIES S0 FOR ADDITIONAL NOTES. D R A W I N G T I T L E LOWER ROOF & 2nd FLOOR FRAMING PLAN 1/4" = 1' - 0" 1 LOWER ROOF & SECOND FLOOR FRAMING PLAN S H E E T S2.1 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A REFER TO SHEET S2.0 FOR ROOF FRAMING EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER AS REQ'D . C L L i , n g s e D e v i t a N n i t s u A EXISTING PRE-FAB STORAGE TO BE RELOCATED, REF. ARCH. REFER TO SHEET S2.0 FOR ROOF FRAMING B R A C E D W A L L P L A N N O T E S 1. IT SHALL BE NOTED THAT THE WALL MODIFICATIONS TO THE PROPOSED FIRST FLOOR STRUCTURE DOES NOT AFFECT THE EXISTING LATERAL SYSTEM, THUS THIS OFFICE DEEMS THE EXISTING LATERAL BRACED WALL SYSTEM TO BE ADEQUATE TO SUPPORT THE SUPER-IMPOSED LOADS AS PER IRC 2021. M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT F R A M I N G P L A N N O T E S ALL ROOF RAFTERS SHALL BE 2X10 @ 24" O.C. (MAX.) S.PINE No.2, OR BETTER, U.N.O. ON PLAN, W/ A MAXIMUM UNSUPPORTED HORIZONTAL SPAN OF 13'-6". STUDS ARE REQUIRED TO BE DIRECTLY BELOW OR WITHIN ±5" OF CENTERLINE OF STUD AND RAFTER. PROVIDE H2.5A SIMPSON STRONG-TIE HURRICANE TIES @ 48" O.C. (MAX.), TYPICAL U.N.O. ON PLAN. ALL RIDGES SHALL BE (3) 1 3 UNSUPPORTED HORIZONTAL SPAN OF 12'-6". PROVIDE A 2-STUD COL @ 2X6 FRAMING OR 3-STUD COL @ 2X4 FRAMING (MIN.) AT EACH BEARING POINT. REFER TO DETAIL 7/S4.0 FOR TYPICAL CRIPPLE REQUIREMENTS. 4" LVL (U.N.O. ON PLAN) W/ A MAXIMUM 4" X 9 1 ' ', FOR EXAMPLE, INDICATES CRIPPLE POST. SEE FRAMING DETAILS FOR ADDL. INFO. ALL NEW FRAMED WALLS SHALL BE 2X STUDS SPF No.1/No.2 FOR EXTERIOR AND INTERIOR WALLS, U.N.O. ON PLAN, AND ARE INDICATED AS USE THE FOLLOWING TABLES FOR STUD SPACING AND SIZE REQUIREMENTS: WALL HEIGHT 9'-0" WALL HEIGHT 9'-0" INTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 16" O.C. OR 2X6 @ 16" O.C. EXTERIOR LOAD BEARING WALL FRAMING 2X4 STUDS @ 16" O.C. OR 2X6 @ 16" O.C. ALL WALLS SHOWN ARE FROM FLOOR BELOW. ALL WALLS INCLUDING GABLE END WALLS SHALL BE FRAMED FULL HEIGHT WITH NO INTERMEDIATE PLATES. 1. 2. 3. 4. 5. 6. 7. CEILING JOISTS SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: JOIST SIZE SPACING MAXIMUM SPAN 2X6 2X8 2X10 *DOUBLE ALL CEILING JOISTS SUPPORTING ROOF RIDGE LOADS 24" O.C. 24" O.C. 24" O.C. 12'-0" 15'-0" 18'-0" 8. ALL HEADERS SHALL BE FULLY SUPPORTED BY 2-STUD COLUMNS, U.N.O. ON PLAN. HEADERS MARKED (TYP. HDR) SHALL BE (3) 2X6 MIN. @ 2X6 STUD WALLS & (2) 2X8 MIN. @ 2X4 STUD WALLS. 9. HEADERS & BEAMS MARKED WITH A CEILING HEIGHT (CLG HT.) OR A DESIGNATED ELEVATION REFERS TO BOTTOM OF BEAM SET TO ELEVATION NOTED. 3 12"X7" PSL 1.8E ' ', FOR EXAMPLE, INDICATES STUD COLUMN SUPPORTING THIS FLOOR. SEE STRUCTURAL NOTES AND FRAMING DETAILS FOR COLUMN FASTENERS. 10. 11. STUD COLUMNS WITH INDICATIONS OF "#B+#K" REFER TO QUANTITY (#) OF BEARING (B) AND KING (K) STUDS REQUIRED TO SUPPORT THE INDICATED HEADER. 12. ALL FACE MOUNT JOIST HANGERS ARE INDICATED AS AND ALL CONCEALED JOIST HANGERS ARE INDICATED AS AND SHALL BE THE FOLLOWING BY SIMPSON STRONG-TIE*: - 2X6...............................................LUS26 (FACE MOUNT) - (2) 2X6..........................................LUS26-2 (FACE MOUNT) HUC26-2 (CONCEALED) - (3) 2X6..........................................HUC26-3 (CONCEALED) - 2X8...............................................LUS28 (FACE MOUNT) LUC26Z (CONCEALED) - (2) 2X8..........................................LUS28-2 (FACE MOUNT) HUC26-2 (CONCEALED) - (3) 2X8..........................................LUS28-3 (FACE MOUNT) HUC28-3 (CONCEALED) - 2X10..............................................LUS210 (FACE MOUNT) - (2) 2X10.........................................LUS210-2 (FACE MOUNT) - (3) 2X10.........................................LUS210-3 (FACE MOUNT) - 2X12..............................................LUS210 (FACE MOUNT) - (2) 2X12.........................................LUS210-2 (FACE MOUNT) - (3) 2X12.........................................LUS210-3 (FACE MOUNT) - (4) 1 3 * ALL HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ** TRIMMING OF BEAM MAY BE REQUIRED TO FIT WIDTH OF HANGER 4" LVL...........................HU88 (FACE MOUNT) 4" X 7 1 REFER TO SHEET S2.0 FOR ROOF FRAMING 13. REFER TO DETAIL 9/S4.1 FOR TYPICAL LEDGER ATTACHMENT REQUIREMENTS, TYP. 14. SEE SHEET SERIES S4 FOR TYPICAL FRAMING DETAILS. 15. SEE SHEET SERIES S0 FOR ADDITIONAL NOTES. D R A W I N G T I T L E UPPER ROOF FRAMING PLAN 1/4" = 1' - 0" 1 UPPER ROOF FRAMING PLAN S H E E T S2.2 If Printed at 11X17, Scale is Half Noted on Sheet . P Y T R D H 2B (2) STUD COL. (4) 1 3 4" X 7 1 4" LVL BM @ CLG. HT. TYP. HDR M B 8 X 2 ) 2 ( . T H . G L C @ (4) STUD COL. 4B (2) STUD COL. 2B EXISTING 2X RAFTERS TO REMAIN - REPLACE DILAPIDATED MEMBERS AS REQ'D, COORD. W/ ENGINEER AS REQ'D 2B (2) STUD COL. (2) STUD COL. 2B TYP. HDR M B 6 X 2 ) 2 ( . T H . G L C @ M B 6 X 2 ) 2 ( . T H . G L C @ (4) STUD COL. 4B (4) 1 3 4" X 7 1 4" LVL BM @ CLG. HT. (3) 2X6 BM @ CLG. HT. (3) STUD COL.3B . P Y T R D H (3) STUD COL. 2B+1K (3) STUD COL. 2B+1K . P Y T R D H (3) STUD COL. 2B+1K (3) STUD COL. 2B+1K (4) 1 3 4" X 7 1 4" LVL BM @ CLG. HT. (3) 2X6 BM @ CLG. HT. M B 6 X 2 ) 2 ( . T H . G L C @ (3) STUD COL. 3B S R E T F A R 6 X 2 . . C O " 4 2 @ (2) 2X6 BM @ CLG. HT. i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A FOR BEAM DEPTHS ≥2'-6" PROVIDE #4 CONT. @ 12" O.C. EA. FACE (2) #5 CONT. TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE REF. ARCH. . H C R A . F E R 2" Ø J-BOLTS PROVIDE 1 @ 48" O.C. AT EXT. WALLS ONLY, TYP. SEE PLAN FOR SLAB REINFORCEMENT SEE PLAN " 6 - ' 2 . I N M 10 MIL POLY VAPOR BARRIER, TYP. SELECT COMPACTED FILL, TYP. SEE PLAN PROVIDE (3) TOP & BOTT. BARS AT BEAMS WIDER THAN 1'-0" FOR BEAM DEPTH ≥ 2'-6" PROVIDE #4 CONT. @ 12" O.C. EA. FACE (2) #5 CONT. TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE SLOPE: SEE PLAN SEE PLAN FOR SLAB REINFORCEMENT SEE PLAN SEE PLAN 10 MIL POLY VAPOR BARRIER, TYP. " 6 - ' 2 . I N M SELECT COMPACTED FILL, TYP. (2) #5 CONT. TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. SEE PLAN PROVIDE (3) TOP & BOTT. BARS AT BEAMS WIDER THAN 1'-0" SEE PLAN FOR SLAB REINFORCEMENT SELECT COMPACTED FILL, TYP. 10 MIL POLY VAPOR BARRIER, TYP. " 0 - ' 2 SEE PLAN PROVIDE (3) TOP & BOTT. BARS AT BEAMS WIDER THAN 1'-0" PROVIDE 2X4 WOLMANIZED SOLE PLATE W/ 1 J-BOLTS (GALVANIZED) @ 48" O.C., TYP. 2" Ø #4 CONT. HORIZ. @ 24" O.C. #5 CONT. TOP & BOTTOM W/ #3 "C" STIRRUPS @ 24" O.C. TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE SEE PLAN DECKING - REF. ARCH 2X FRAMING - SEE PLAN, USE WOLMANIZED IF GROUND CLEARANCE IS LESS THAN 18", TYP. SEE PLAN FOR SLAB REINFORCEMENT " 6 - ' 2 . I N M SEE PLAN 10 MIL POLY VAPOR BARRIER, TYP. SELECT COMPACTED FILL, TYP. REF. 1/S3.0 FOR BEAM REINF. 1 TYP. PERIMETER GRADE BEAM 3 / 4 " = 1 ' - 0 " 2 TYP. PERIMETER GRADE BEAM W/ SLOPE 3 / 4 " = 1 ' - 0 " 3 TYP. INTERIOR BEAM 3 / 4 " = 1 ' - 0 " 4 TYP. PERIMETER GRADE BEAM W/ DOOR LUG 3 / 4 " = 1 ' - 0 " REF. 1/S3.0 FOR SUBGRADE REQUIREMENTS AROUND PERIMETER OF BUILDING OUTLINE TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE CL SEE PLAN HSS COLUMN - SEE PLAN BASEPLATE - SEE PLAN REF. REINF. SCHEDULE ON 6/S3.0 " 6 - ' 2 . I N M REINFORCMENT "A" @ TOP & BOTT. EACH WAY "W" FOOTING SCHEDULE "W" "A" SEE PLAN FOR SLAB REINFORCEMENT 1'-0" MIN. N A L P E E S " W " 2'-6" (5) #5 X 2'-0" LONG EA. WAY SEE PLAN 3'-0" (6) #5 X 2'-6" LONG EA. WAY SEE PLAN PLAN VIEW VAPOR BARRIER, TYP. SEE PLAN SELECT COMPACTED FILL, TYP. SEE PLAN FOR SLAB REINFORCEMENT NOTE: SEE PLAN FOR DROP LOCATION. N A L P E E S SEE PLAN (2) #5 CONT. TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. SEE PLAN SEE PLAN 10 MIL POLY VAPOR BARRIER, TYP. SELECT COMPACTED FILL, TYP. " 0 - ' 2 . I N M 5 TYP. STEEL COLUMN DETAIL 3 / 4 " = 1 ' - 0 " 6 TYPICAL SQUARE FOOTING SCHEDULE 3 / 4 " = 1 ' - 0 " 7 SLAB DROP 3 / 4 " = 1 ' - 0 " LC FOOTING/PIER 8 INTERIOR GRADE BEAM W/ DROP 3 / 4 " = 1 ' - 0 " BEAM - SEE PLAN PROVIDE PA118 SIMPSON ANCHOR (OPTION: MASB) 12" Ø PIER, REINF. W/ (4) #5 VERTICAL & #3 TIES @ 10" O.C. REF. REINF. SCHEDULE ON 6/S3.0 TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE LC FOOTING/PIER LC FOOTING/PIER LC FOOTING/PIER DECKING - REF. ARCH. & SHEET SERIES S0 JOIST - SEE PLAN BEAM - SEE PLAN DECKING - REF. ARCH. & SHEET SERIES S0 JOIST - SEE PLAN BEAM - SEE PLAN . I N M " 8 1 D E Z I N A M L O W E S U R O " 6 - ' 2 ) . P Y T ( . I N M " 0 - ' 1 . I N M PROVIDE PA118 SIMPSON ANCHOR (OPTION: MASB) 12" Ø PIER, REINF. W/ (4) #5 VERTICAL & #3 TIES @ 10" O.C. REF. REINF. SCHEDULE ON 6/S3.0 TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE . I N M " 8 1 D E Z I N A M L O W E S U R O 6 2 ) P Y T ( . I N M " 0 - ' 1 PROVIDE PA118 SIMPSON ANCHOR (OPTION: MASB) 12" Ø PIER, REINF. W/ (4) #5 VERTICAL & #3 TIES @ 10" O.C. REF. REINF. SCHEDULE ON 6/S3.0 TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE DECKING - REF. ARCH. & SHEET SERIES S0 JOIST - SEE PLAN NEW POINT LOAD/WOOD COL. - SEE PLAN EXISTING 2X JOISTS PROVIDE SQUASH BLOCK OR SIMPSON ELEVATED POST BASE - COORD. W/ ENGINEER AS REQ'D PRIOR TO CONSTRUCTION, TYP. 12" Ø PIER, REINF. W/ (4) #5 VERTICAL & #3 TIES @ 10" O.C. REF. REINF. SCHEDULE ON 6/S3.0 " 6 - ' 2 ) . P Y T ( . I N M TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE " 0 - ' 1 " 0 - ' 1 . I N M . I N M " 8 1 D E Z I N A M L O W E S U R O " 6 - ' 2 ) . P Y T ( . I N M 2X WALL FRAMING - SEE PLAN BEAM - SEE PLAN PROVIDE PA118 SIMPSON ANCHOR (OPTION: MASB) 12" Ø PIER, REINF. W/ (4) #5 VERTICAL & #3 TIES @ 10" O.C. REF. REINF. SCHEDULE ON 6/S3.0 TO APPROVED BEARING: 24" MIN. INTO EXISTING GRAVELLY LOAM OR 6" INTO LIMESTONE LC FOOTING/PIER DECKING - REF. ARCH. & SHEET SERIES S0 JOIST - SEE PLAN . I N M " 8 1 D E Z I N A M L O W E S U R O " 6 - ' 2 ) . P Y T ( . I N M " 0 - ' 1 . I N M 2'-6" SQUARE, TYP. 2'-6" SQUARE, TYP. 2'-6" SQUARE, TYP. 2'-0" SQUARE 2'-6" SQUARE, TYP. 9 PERIMETER PIER & BEAM DETAIL 3 / 4 " = 1 ' - 0 " 10 INTERIOR PIER & BEAM DETAIL 3 / 4 " = 1 ' - 0 " 11 PERIMETER PIER & BEAM DETAIL 3 / 4 " = 1 ' - 0 " 12 PIER & FOOTING AT NEW COLUMN 3 / 4 " = 1 ' - 0 " 13 PERIMETER PIER & BEAM DETAIL 3 / 4 " = 1 ' - 0 " M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FOUNDATION DETAILS S H E E T S3.0 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A IF CONDUIT MUST BE PLACED IN SLAB, PROVIDE #3 x 36" LONG, AS SHOWN, PERPENDICULAR TO CONDUIT AND BETWEEN EACH EXISTING SLAB BAR. (SLAB CRACKING MAY STILL OCCUR) EQ. EQ. NOTE: - DO NOT CUT REINFORCEMENT TO ACCOMMODATE PIPE. - IF CLEARANCES SHOWN BELOW ARE SATISFIED, BEAM DEPTH DOES NOT NEED TO BE INCREASED; HOWEVER, THE ADDITIONAL STIRRUPS MUST BE ADDED. PROVIDE (2) ADDITIONAL STIRRUPS EA. SIDE OF PENETRATION . I N M " 0 - ' 1 . I N M " 6 SEE PLAN FOR SLAB REINF. 10 MIL POLY VAPOR BARRIER, TYP. SELECT COMPACTED FILL, TYP. TYP. SLAB REINFORCING @ CONDUIT PREFERRED LOCATION OF ELECTRICAL CONDUIT 1 1 / 2 " = 1 ' - 0 " 1 2 HORIZONTAL PENETRATION OF GRADE BEAM 3 / 4 " = 1 ' - 0 " 3 SEE PLAN FOR SLAB REINFORCEMENT . I A D 6 3 HORIZONTAL PIPE 2" O.D. OR LARGER FIELD BEND BOTTOM REINFORCEMENT AS REQUIRED TO MAINTAIN 6" CLEARANCE FROM BOTTOM OF BEAM CORNER BAR, MATCH BAR SIZE - PROVIDE AT TOP, BOTTOM & INTERMEDIATE BARS, 6" " 6 36 DIA. PLAN AT CORNER " 6 36 DIA. 36 DIA. PLAN AT "T" INTERSECTION 3" CLR PROVIDE #4 "Z" DOWELS W/ 6" MIN. EMBED DEPTH W/ SIMPSON SET-XP EPOXY ADHESIVE SYSTEM (OR APPROVED EQUAL) INTO EXISTING REMAINING SLAB SPACED AT 16" O.C. EXIST. FOUNDATION, V.I.F. V.I.F. EXIST. VAPOR BARRIER, V.I.F. 4" MIN. 1'-0" MIN. (2) #4 X 4'-0"@ MID DEPTH OF SLAB, TYP. @ ALL RE-ENTRANT CORNERS EXIST FILL - RECOMPACT AS REQ'D OR PLACE SAND, TYP. SEE PLAN FOR SLAB REINFORCEMENT " 2 / 1 3 SEE PLAN 10 MIL POLY VAPOR BARRIER, TYP. NATURAL GRADE - VERIFY IN FIELD (V.I.F.) M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TYP. GRADE BEAM BAR PLACEMENT DETAILS 3 / 4 " = 1 ' - 0 " TYP. PLAN @ INSIDE CORNER 3 / 4 " = 1 ' - 0 " 4 5 NEW SHOWER DROP AT EXISTING FOUNDATION 3 / 4 " = 1 ' - 0 " TE AT S EOF T SAX . C L L i , n g s e D e v i t a N n i t s u A 'LDH' TENSION DEVELOPMENT LENGTH (EMBEDMENT LENGTH) FOR STANDARD END HOOKS (GRADE 60 UNCOATED BARS) NORMAL WEIGHT CONCRETE LDH 2" MIN. COVER (*) STANDARD 90° HOOK SIDE COVER > 2 1/2" (*) 2" MIN. COVER ON EXPOSED SURFACES INCREASE ldh DIMENSION IF NECESSARY (*) LDH STANDARD 180 DEG. HOOK SIDE COVER > 2 1/2" (*) BAR SIZE #3 #4 #5 #6 f'c=3000 PSI f'c=4000 PSI f'c=4500 PSI f'c=5000 PSI f'c=6000 PSI f'c=8000 PSI LDH 6" 8" 10" 1'-0" LDH 6" 7" 9" 10" LDH LDH LDH LDH - - - - 6" 6" 8" 9" 6" 6" 7" 9" 6" 6" 6" 7" TENSION LAP SPLICES CLASS B - TOP & BOT. BARS (GRADE 60 UNCOATED BARS) NORMAL WEIGHT CONCRETE BAR SIZE #3 #4 #5 #6 F'c = 3000 PSI F'c = 4000 PSI TOP BOT TOP BOT 2'-11" 3'-11" 4'-10" 5'-10" 2'-3" 3'-0" 4'-6" 4'-10" 2'-6" 3'-4" 4'-3" 5'-0" 2'-0" 2'-7" 3'-3" 3'-11" TENSION DEVELOPMENT LENGTH 'LD' (GRADE 60 UNCOATED BARS) NORMAL WEIGHT CONCRETE BAR SIZE #3 #4 #5 #6 F'c = 3000 PSI F'c = 4000 PSI LD TOP LD BOTT LD TOP LD BOTT 2'-3" 3'-0" 4'-6" 4'-10" 1'-9" 2'-4" 3'-6" 3'-9" 2'-0" 2'-7" 3'-3" 3'-11" 1'-6" 2'-0" 2'-6" 3'-0" NOTES: NOTES: 1. 2. 3. 4. 5. TABULATED VALUES ARE APPLICABLE ONLY IF CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 'de', CLEAR COVER IS NOT LESS THAN 'de', AND STIRRUPS OR TIES THROUGHOUT 'ld' IS NOT LESS THAN CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2*'de' AND CLEAR COVER IS NOT LESS THAN 'de'. 'TOP' BARS ARE HORIZONTAL REBAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS AT THE END DEVELOPMENT LENGTH. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. FOR EPOXY COATED BARS, MULTIPLY TABULATED VALUES BY THE RATIO OF THE REINFORCEMENT YIELD STRENGTH DIVIDED BY 60 KSI. FOR CLASS "A" SPLICE USE SAME AS TENSION DEVELOPMENT LENGTH. 1. 2. 3. 4. 5. TABULATED VALUES ARE APPLICABLE ONLY IF CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 'de', AND STIRRUPS OR TIES THROUGHOUT 'ld' IS NOT LESS THAN CODE MINIMUM, OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2*'de' AND CLEAR COVER IS NOT LESS THAN 'de'. 'TOP' BARS ARE HORIZONTAL REBAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS AT THE DEVELOPMENT LENGTH. FOR LIGHT WEIGHT CONCRETE, MULTIPLY TABULATED VALUES BY 1.3. FOR EPOXY COATED BARS, MULTIPLY TABULATED VALUES BY 1.5 FOR BOTT BARS, AND BY 1.3 FOR TOP BARS. FOR REINFORCEMENT OTHER THAN GRADE 60, MODIFY THE TABULATED VALUES BY THE RATIO OF THE REINFORCEMENT YIELD STRENGTH DIVIDED BY 60 KSI. DOWEL OPTION: IF REBAR CAN NOT BE SAVED PROVIDE #4 DOWELS W/ 6" MIN. EMBED DEPTH W/ SIMPSON SET-XP EPOXY ADHESIVE SYSTEM (OR APPROVED EQUAL) INTO EXISTING REMAINING SLAB SPACED AT 16" O.C. PROVIDE (2) #4 BARS LENGTHWISE (MIN.) AT ALL PATCHES, OR AT 16" O.C. (MAX.) - COORD. W/ ENGINEER AS REQ'D SAW CUT EXISTING SLAB TO DEPTH OF 1". REMOVE REMAINDER OF SLAB AS REQUIRED. CUT EXISTING REINF. @ MID-LENGTH AND BEND BACK FOR PLUMBING INSTALLATION. AFTER INSTALLATION, REPLACE REMOVED FILL W/ COMPACTED SELECT FILL. REPLACE VAPOR BARRIER. BEND EXIST. REINF. BACK INTO PLACE. SPLICE NEW REINFORCEMENT OF EQUAL SIZE TO FULL DIMENSION OF CUT. FILL VOID W/ 3000 PSI CONCRETE. NEW CONC. - MATCH EXIST THICKNESS (4 1/2" MIN.) COMPACT EXISTING DISTURBED FILL - SEE STRUCTURAL NOTES 6 REINFORCING STEEL LAP SPLICES AND HOOKED DOWEL SCHEDULES 7 NEW PATCH REPAIR @ CUTS REQ'D FOR NEW LINES 3 / 4 " = 1 ' - 0 " SEE PLAN . T C E J O R P REINFORCE CONCRETE TOPPING AS FOLLOWS: 1) 3" OR LESS USE W.W.F. 6X6-W2.9XW2.9 2) 3" TO 5" USE #3 REBAR AT 16" O.C. EA. WAY. EXISTING CONCRETE FOUNDATION 1'-6" DOWEL #3 X W/ 2 1 4" MIN. 2" EMBED DEPTH INTO EXISTING FOUNDATION SPACED @ 32" O.C. EA. WAY W/ HILTI HIT HY 150 ADHESIVE OR APPROVED EQUAL Y F I R E V D L E I F EXISTING CONCRETE PATIO A VAPOR BARRIER/WATER PROOFING ELEMENT IS ADVISED FOR TO SEAL THE EXISTING CONCRETE PRIOR TO PLACING THE NEW CONCRETE TOPPING IF INTENDED TO BE INTERIOR SPACE 2" Ø J-BOLTS PROVIDE 1 @ 48" O.C. AT EXT. WALLS ONLY, TYP. PROVIDE #4 CONT. HORIZ. W/ #3 VERT. @ 24" O.C. FOR BEAM DEPTHS ≥ 2'-6" PROVIDE #4 CONT. @ 12" O.C. EA. FACE (3) #5 CONT. TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. TO APPROVED BEARING: 24" MIN. BELOW EXISTING GRADE OR 6" INTO LIMESTONE H C R A . F E R . X A M " 2 1 SEE PLAN 9 TOPPING SLAB @ EXISTING 3 / 4 " = 1 ' - 0 " 10 TYP. GRADE BEAM W/ LUG & CURB 3 / 4 " = 1 ' - 0 " ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FOUNDATION DETAILS S H E E T S3.1 If Printed at 11X17, Scale is Half Noted on Sheet i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A NEW WOOD DECK, RE: PLAN T.O. DECK = RE: PLAN NEW FLOOR JOIST, SEE PLAN NEW WOOD BEAM, SEE PLAN LSCZ HANGER AT EA. STRINGER DECK TENSION TIE DTT2Z W/ (8)1/4"X1 1/2" SDS FASTENERS STRINGER, SEE PLAN 1X8 (MIN.) KICKBOARD ATTACHED TO EA. STRINGER W/ (2) #8 WOOD SCREWS, TYP. PROVIDE 2X12 STRINGERS @ 24" O.C. MAX SPACING GC TO DETERMINE TREAD AND RISER - ATTACH TREAD PLANK TO EA. STINGER W/ (3) #8 WOOD SCREWS, TYP. 4X4 GUARD POST AT 6'-0" MAX. O.C. GALV. 1 THRU BOLTS 2" DIA. A307 2X8 BLOCKING " 2 " 2 E D A R G O T N I . I N M " 6 12"X12" FOOTING W/ (2)#3 EA. WAY OR 12" WIDE CONT. FOOTING W/(2)#3 CONT. AND #3 TRANSVERSE @12" O.C. NOTE CODIFIED IN THE 2021 IBC SECTION 1011.5.2, READS AS FOLLOWS: STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4 INCHES MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE NOSINGS OF ADJACENT TREADS OR BETWEEN THE STAIRWAY LANDING AND THE ADJACENT TREAD. RECTANGULAR TREAD DEPTHS SHALL BE 11" MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S NOSING. . C L L i , n g s e D e v i t a N n i t s u A . I N M " 8 LC FOOTING/POST 12" WIDE STAIR NOTES: 1. WATER SHALL NOT BE ALLOWED TO ACCUMULATE ON WALKING SURFACES 2. MIN. TREAD DEPTH = 10", MAX. RISER HEIGHT = 7" 3. 4. TALLEST RISER HEIGHT SHALL NOT EXCEED SMALLEST BY MORE THAN 3 8" PARTIALLY OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 5. MINIMUM OF 36" CLEAR WIDTH ALONG STAIR ABOVE HANDRAIL 6. STINGERS SHALL NOT BE OVER-CUT GREATER THAN 2" MATERIAL NOTES: 1. ALL MATERIAL FOR POSTS, JOISTS, DECK & FRAMING SHALL BE So. PINE #2 (OR BETTER) AND MUST BE PRESSURE TREATED LUMBER WITH RETENTION LEVELS APPROPRIATE FOR THE USE 2. METAL CONNECTORS AND FASTENERS SHALL BE EITHER GALVANIZED TO MEET ASTM A123 OR A153; ASTM A653; ASTM A641; OR ZINC COATED TO MEET ASTM B695; ASTM B633 FLOOR JOISTS - SEE PLAN RIM JOIST/BEAM - SEE PLAN 15 32" OSB W/ VAPOR BARRIER, REF. SHEET SERIES S0, "TIMBER" NOTE #5 FOR ADDITIONAL INFORMATION ATTACH STUCCO AS PER ASTM C926, TYP. RIM JOIST/BEAM - SEE PLAN ATTACH STUD TO RIM JOIST & BOTT. OF PLATE W/ (3) 8d NAILS OR (2) 16d GALVANIZED NAILS, TYP. PROVIDE TREATED 1X4 HORIZ. @ 24" O.C. ATTACHED TO STUDS W/ (2) 16d GALVANIZED NAILS PROVIDE TREATED 2X4 VERTICAL STUDS @ 24" O.C. MAX. SPACING PROVIDE TREATED 2X4 BOTTOM PLATE ATTACHMENT METHODS AS FOLLOWS: CONCRETE FOOTING: - ANCHOR TO CONC. W/ 0.177" Ø X 1-7/8" POWDER ACTUATED GALVANIZED NAILS @ 24" O.C. NO FOOTING PRESENT: - #3 REBAR @ 24" O.C. W/ 30" MIN. EMBED DEPTH INTO SOIL. 1 TYPICAL SECTION AT STRINGER 1" = 1 ' - 0 " 2 TYPICAL ENCLOSURE DETAIL 3 / 4 " = 1 ' - 0 " i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FOUNDATION DETAILS S H E E T S3.2 If Printed at 11X17, Scale is Half Noted on Sheet TOP PLATES TOP PLATES 5/8" MIN. TO EDGE 2X BOTTOM PLATE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD 5/8" MIN. TO EDGE BORED HOLE MAX. DIAMETER 40% OF STUD DEPTH NOTCH MUST NOT EXCEED 40% OF STUD DEPTH 2X STUD FRAMING 5/8" MIN. TO EDGE 2X BOTTOM PLATE BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD NOTCHING & BORED HOLE LIMITATIONS FOR EXTERIOR WALLS & BEARING WALLS 3 / 4 " = 1 ' - 0 " NOTCHING & BORED HOLE LIMITATIONS FOR INTERIOR NON-BEARING WALLS 3 / 4 " = 1 ' - 0 " 3 PROVIDE 10d NAILS @ 6" O.C. @ PANEL EDGE - STAGGER NAILS PROVIDE 2X BLOCKING @ PANEL EDGE - CENTER @ JOINT PROVIDE 10d NAILS @ 12" O.C. @ INTERMEDIATE SUPPORTS, TYP. PANEL EDGE 1 TYPICAL SHEATHING ATTACHMENT 3 / 4 " = 1 ' - 0 " 1 2" PLYWOOD FILLER, TYP. BETWEEN 2X MEMBERS, TYP. 3 1/2" GANGNAIL EA. 2X W/ (1) 20d @ 32" O.C. MAX TOP & BOTTOM, TYP. 5 1/2" SCHEDULED MEMBERS -SEE PLAN 5/8" MIN. TO EDGE BORED HOLE MAX. DIAMETER 40% OF STUD DEPTH NOTCH MUST NOT EXCEED 25% OF STUD DEPTH 2X STUD FRAMING 2 2-PLY 3-PLY 3" 2'-8" 1'-4" WOOD HEADER OR BEAM -SEE PLAN N OTCH GREATER TH 50% OF THE PLATE WIDTH A N EXTERIOR OR BEARING WALL BEAM/HDR. -SEE PLAN (3) ADD'L 20d (EA. SIDE @6X FRAMING) TYP, EA. END OF BUILT-UP MEMBER TOP PLATES PIPE BY OTHERS 16 GAGE (0.054") AND 1.5" WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE @ EA. SIDE OF THE NOTCH W/ (8) 16d NAILS EA. SIDE STAGGER TOP & BOTTOM ROWS OF NAILS TOP PLATE FRAMING TO ACCOMMODATE PIPING 1 1 / 2" = 1' - 0" 4 . X A M " 2 Q E Q E . X A M " 2 PLYWOOD DECKING 2X RAFTERS RIDGE, HIP, OR VALLEY 2X CRIPPLE -SEE SCHEDULE KING STUD - SEE SCHEDULE PROVIDE A 2ND CRIPPLE TO RESIST THRUST BEARING STUD -SEE SCHEDULE ATTACH CRIPPLE TO MEMBER W/ (6) 10d NAILS TOE-NAILED TO MEMBER, IF CRIPPLES ARE NOT BIRDMOUTH CUT AS SHOWN, ATTACH CRIPPLES TOGETHER W/ (6) 10d NAILS. MULTIPLY BEAM -SEE PLAN ATTACH CRIPPLES TOGETHER W/ (6) 10d NAILS PROVIDE 2 STUD COLUMN AT CRIPPLE LOCATION MULTI-STUD COLUMN SCHEDULE COLUMN # KING STUDS # BEARING STUDS 2-STUD 3-STUD 4-STUD 5-STUD 1 1 2 2 1 2 2 3 NOTE: SEE STRUCTURAL WOOD NOTES ON SHEET SERIES S0 FOR NAILING. 45° MIN. A A 45° MIN. DETAIL REFLECTS TWO CRIPPLE CONDITIONS: TO BEAM BELOW AND TO WALL BELOW. -SEE PLAN FOR APPLICABLE CRIPPLE CONDITION. ATTACH CRIPPLE TO RIDGE, HIP, OR VALLEY W/ (8) 10d NAILS, TYP. PROVIDE A 2ND CRIPPLE TO RESIST THRUST CRIPPLE SCHEDULE 10d NAILS @8" O.C. 2X4 STUD VIEW A-A T C E J O R P 5 TYPICAL BUILT UP MEMBER NAILING 1 " = 1 ' - 0 " 6 TYPICAL MULTI-STUD COL. DETAIL 1 1 / 2" = 1' - 0" SEE SHEET SERIES S0 FOR ADDITIONAL ANCHOR REQUIREMENTS STANDARD WASHER AND NUT (SNUG-TIGHT) 2 3/4" MIN. OPEN FOR DOOR REF. ARCH. OPTIONAL: 1 2" Ø X 4 1 TITEN HD ANCHOR 4" EMBED SIMPSON OUTSIDE EDGE OF CONCRETE - FIELD VERIFY 6" MIN. 1 2" Ø THREADED ROD X 6" MIN. EMBED DEPTH INTO EXISTING CONCRETE W/ SIMPSON SET-XP EPOXY ADHESIVE SYSTEM, OR APPROVED EQUAL SEE SHEET SERIES S0 FOR ADDITIONAL ANCHOR REQUIREMENTS STANDARD WASHER AND NUT (SNUG-TIGHT) 1 3/4" MIN. 7" MIN. 2" Ø X 4 1 OPTION: 1 EMBED SIMPSON TITEN HD ANCHOR 4" 1 2" Ø "J" BOLT W/ MIN. EMBEDMENT INTO CONCRETE AS SHOWN 8 TYP. SILL PLATE TO CONCRETE ATTACHMENT 1 1 / 2 " = 1 ' - 0 " 9 TYP. SILL PLATE TO CONCRETE ATTACHMENT 1 1 / 2 " = 1 ' - 0 " 10 STUD SIZE MAXIMUM LENGTH I S S U E : 2X4 2X6 7'-0" 8'-0" A 09.29.2025 PERMIT 7 TYP. CRIPPLE DETAIL 1 1 / 2" = 1' - 0" CORNER AND PARTITION POSTS DETAIL 1 1 / 2" = 1' - 0" D R A W I N G T I T L E FRAMING DETAILS S H E E T S4.0 If Printed at 11X17, Scale is Half Noted on Sheet M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v i R E 1 1 8 4 0 7 8 7 X T , n i t s u A . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i i w d e t i b h o r p y l t c i r t s s i n o i t c u r t s n o c r e h t o y n a i g n n r e c n o c s n a p l e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o t c e o r p j l e g n s i a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P C L L i , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A 6 / D . X A M L/3 L L/3 3 / D . X A M L/3 L L/3 4 / D . X A M D/3 MAX. NO NOTCHES PERMITTED D/3 MAX. D 6 / D . X A M FLOOR JOIST - CENTER CUTS L L/3 L/3 4 / D . X A M NO NOTCHES PERMITTED D D/3 M 2" MIN. FRO TOP & BOTTO OF JOIST AX. M M NO NOTCHES PERMITTED D MAX. D FROM SUPPORT RAFTER/CEILING JOISTS L A U T C A ( D ) H T P E D PIPE OR CONDUIT 16d NAILS @ 12" O.C. 8d NAILS @ 6" O.C. (ALL PANEL EDGES) 8d NAILS @ 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES ORIENTATION OF STUD MAY VARY - SEE DETAIL 10/S4.0 ORIENTATION OF STUD MAY VARY - SEE DETAIL 10/S4.0 GYPSUM WALL BOARD INSTALLED IN ACCORDANCE W/ CHAPTER 7 OF IRC 16d NAILS @ 12" O.C. WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE W/ SHEET SERIES S0 OUTSIDE CORNER DETAIL INSIDE CORNER DETAIL WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE W/ SHEET SERIES S0 8d NAILS @ 6" O.C. ALL FRAMING MEMBERS AT PANEL EDGES & 12" O.C. ON ALL FRAMING MEMBERS @ PANEL EDGES FLOOR JOIST - END CUTS FLOOR JOIST - END CUTS 1 CUTTING, NOTCHING AND DRILLING DETAIL 1 " = 1 ' - 0 " 2 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS PANEL SHEATHING 1 " = 1 ' - 0 " GYPSUM WALL BOARD INSTALLED IN ACCORDANCE W/ CHAPTER 7 OF IRC SPLICE OVER 2X DOUBLE TOP PLATE SPLICE LENGTH PER SCHEDULE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED LENGTH OF PLATE (BETWEEN PERP. WALL) SPLICE LENGTH MINIMUM NAIL ALONG SPLICE LENGTH OVER 30'-0" BETWEEN 20'-0" & 30'-0" LESS THAN 20'-0" 4'-0' 2'-8' 1'-4' 27-16d 18-16d 10-16d NOTE: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF TIMBER SHEAR WALLS. THIS DETAIL APPLIES AT ALL WALLS. 2. 3 TYPICAL TOP PLATE SPLICE DETAIL 1 " = 1 ' - 0 " SCREWS INSTALLED FROM ONE FACE ONLY, TYP. 12" O.C.TYP. 6" 1" TYP. 1" TYP. SDW22634 SCREWS @4-PLY BM & SDW22500 @3-PLY BM 12" O.C. TYP. 1'-0" 1'-0" 4" 2" Ø THRU PROVIDE 1 BOLTS STAGGERED @ 12" O.C. " 3 " 3 . Q E . Q E " 2 / 1 2 " 2 / 1 2 . Q E . Q E LVL-BEAM - SEE PLAN " 2 " 3 " 3 " 3 " 3 " 4 LVL BEAM - SEE PLAN TOP PLATES LC BM 1'-0" MAX. 1'-0" MAX. 2" 2" HANGER, SEE PLAN WOOD BM, SEE PLAN NEW HEADER - SEE PLAN, NOTCH EXISTING STUDS AS REQ'D PROVIDE (3) 16d NAILS AT EA. HEADER TO STUD CONNECTION HARIDE/DUROCK/CEMENT BOARD NOT SHOWN FOR CLARITY - GC TO COORD. W/ TILE SUB PROVIDE 2XHORIZ. BLOCKING B/W STUDS - ATTACH TO EA. STUD W/ (3) 16d TOE NAILS SEE 4/S4.1 FOR MULTI-PLY BM FASTENER PATTERN (10)SDW22500 (FRONT FACE) SCREWS PER SIMPSON STRONG-TIE EA. SIDE OF WOOD BM 2X STUD FRAMING 2X BOTTOM PLATE EQ. EQ. (2) 1 2" Ø THRU BOLTS @ EA. END 4 3 AND 4 PLY BEAM CONSTRUCTION OPTIONS 1 " = 1 ' - 0 " 5 TYPICAL LVL BEAM TO LVL BEAM CONNECTION 1 " = 1 ' - 0 " 6 WOOD BEAM PLY JOINT DETAIL 1 " = 1 ' - 0 " 7 TYP. SHALLOW NICHE FRAMING 3 / 4 " = 1 ' - 0 " HANGER, SEE PLAN 1" OFFSET, TYP. WOOD GIRDER, SEE PLAN 2X ROOF RAFTER -SEE PLAN ROOF DECKING - SEE PLAN 2X FASCIA - REF. ARCH. PROVIDE (3) 8d TOE-NAILS - RAFTER TO TOP PLATE, REF. S0.0 WOOD HDR. - SEE PLAN B.O. HDR = REF. ARCH. WINDOW - REF. ARCH. 2X FRAMED WALL - SEE PLAN, REF. ARCH. FOR PLATE HEIGHT 2X6 CEILING JOISTS W/ JOIST HANGERS - SEE PLAN B.O. CEILING = REF. ARCH. PROVIDE ADDT'L 2X6 ATTACHED TO LEDGER W/ #10 X 3" LONG WOOD SCREWS STAGGERED @ 8" O.C. PROVIDE 2X6 CONT. LEDGER ATTACHED TO EA. STUD W/ (2) #10 X 3" LONG WOOD SCREWS 2X8 OR 2X10 JOISTS CEILING JOISTS W/ JOIST HANGERS - SEE PLAN PROVIDE (2) 16d END NAILS MIN. 2'-0" MIN. B.O. CEILING = REF. ARCH. PROVIDE ADDT'L 2X (MATCH JOIST SIZE) ATTACHED TO LEDGER W/ (3) #10 X 3" LONG WOOD SCREWS @ 16" O.C. PROVIDE 2X CONT. LEDGER (MATCH JOIST SIZE) ATTACHED TO EA. STUD W/ (3) #10 X 3" LONG WOOD SCREWS 2X ROOF RAFTER -SEE PLAN CEILING -SEE PLAN WOOD BEAM OR EAVE-END WALL -SEE PLAN WOOD MEMBER OR FRAMING WALL -SEE PLAN PROVIDE 2X BLOCKING B/W LOOKOUTS 2X6 LOOKOUTS @ 16"O.C. ROOF DECKING FASCIA BEAM -SEE PLAN "A" REF. ARCH - 2'-0" MAX. 2X CEILING JOIST -SEE PLAN PROVIDE SIMPSON STRONG-TIE H3 OR H2.5A TIES - SEE PLAN 2X WALL -SEE PLAN 8 RAFTER TO WALL CONNECTION DETAIL 1 1 / 2" = 1' - 0" 9 TYP. CEILING JOIST TO LEDGER ATTACHMENT 1 1 / 2" = 1' - 0" 10 TYP. EAVE ROOF FRAMING DETAIL 1 1 / 2" = 1' - 0" . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i b h o r p i y l t c i r t s s i n o i t c u r t s n o c r e h t o i y n a g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p i l e g n s a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P i C L L , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v R E i 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FRAMING DETAILS S H E E T S4.1 If Printed at 11X17, Scale is Half Noted on Sheet CL COLUMN BOLTED M.C. WELDED M.C. REF. DETAIL 2/S4.2 FOR MOMENT CONNECTION, TYP. HSS COLUMN W/ 3 8" CAP PLATE - SEE PLAN T.O.B = SEE PLAN WF BEAM - SEE PLAN SINGLE SHEAR PLATE CONNECTION - SEE DETAIL 10/S4.2 ATTACH 2X NAILER TO EA. SIDE OF HSS COL. WALL W/ .177 Ø POWDER ACTUATED FASTENER @ 12" O.C. STAGGERED, TYP. HSS COL. - SEE PLAN PROVIDE FULL DEPTH 2X BLOCKING ATTACHED W/ (2) 5 8" Ø THRU BOLTS @ 48" O.C. MAX. OR 5 8" Ø THRU BOLTS STAGGERED @ 24" O.C. WF BEAM - SEE PLAN " 2 / 1 2 " 2 / 1 2 1" MIN. 1" MIN. DOUBLE 2X NAILER BOLTED TO STEEL BEAM TOP FLANGE W/ 1 2" Ø BOLTS @ 24" O.C. STAGGERED WF BEAM, SEE PLAN ATTACH TOP 2X TO NAILER W/ (2) 10-d NAILS @ 12" O.C. ATTACH BOTTOM 2X TO STEEL BEAM TOP FLANGE W/ .177 Ø POWDER ACTUATED FASTENER @ 12" O.C. STAGGERED WF BEAM, SEE PLAN BOLTED CONNECTION ACTUATED FASTENER CONN. TYPICAL BEAM TO HSS COLUMN CONNECTION 1 " = 1 ' - 0 " 1 TYP. WIDE FLANGE BEAM TO HSS COL MOMENT CONNECTION 1 " = 1 ' - 0 " 2 TYP. 2X NAILER TO HSS COL ATTACHMENT 1 " = 1 ' - 0 " 3 WOOD BLOCKING TO STEEL BEAM ATTACHMENT 1 " = 1 ' - 0 " 4 5 WOOD NAILER TO STEEL BEAM ATTACHMENT 1 " = 1 ' - 0 " 1/4" WF BEAM - SEE PLAN 1/2" MIN. TO COPE A A 1/2" 3 1/2" MIN. 3 8" SHEAR PLATE W/ 3 4" Ø A325N THRU BOLTS WITH STD. HOLES VIEW A-A " 2 / 1 1 T L O B " N " S W O R " 2 / 1 1 . . C O " 3 @ " 2 / 1 1 " L " MINIMUM REQUIRED BOLT ROW SCHEDULE WF BEAM W14 "N" 3 "L" (inches) 9" NOTES: 1. 2. REFER TO PART 10 OF THE AISC STEEL CONSTRUCTION MANUAL. THE CAPACITY OF THE CONNECTION SHALL BE GIVEN IN TABLE 10-9A. THIS CAPACITY SHALL NOT EXCEED 50% OF THE MAXIMUM END REACTION GIVEN IN TABLE 3-6 IN PART 3 OF THE AISC MANUAL. 3. BOLTS ARE A325N WITH STANDARD HOLES. 4. ASSUME ELECTRODE STRENGTH TO BE 70 KSI. ALL STANDARD CONNECTIONS SHALL BE 5. DESIGNED BY A PROFESSIONAL ENGINEER. REFER TO STEEL NOTES ON THE STRUCTURAL NOTES SHEET & PROJECT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE IN MEETING OSHA REQUIREMENTS. 6. 5 8" STEEL PLATE W/ (4) 5 MIN. EMBED H.C.A. 8" Ø X 12" 10" 1 1/2" 7" . Q E CL . Q E 1/4" 1 1/2" " 2 / 1 1 " 2 / 1 1 " 0 1 " 7 HSS COLUMN - SEE PLAN EQ. EQ. LC BASEPLATE "A" 6 TYPICAL SINGLE SHEAR PLATE CONNECTION 1 1 / 2 " = 1 ' - 0 " 7 BASE PLATE DETAILS 1 1 / 2 " = 1 ' - 0 " M A E T N G I S E D F i r m N o.: F - 1 4 4 4 3 R o l a n d o A. J a i m e s 737 - 235 - 0034 rolando@austinnativedesigns.com M a r i a D. J a i m e s 512 - 264 - 5169 maria@austinnativedesigns.com TE AT S EOF T SAX ALVARO ROLANDO JAIMES P 111494 R O L I F SEC N ESS I O LN A R E E ED N GI N E 09.29.2025 L A E S Y B D E K C E H C Y B N W A R D R E B M U N B O J T E S J R J M 1 6 0 5 2 . t e S t i m r e P L E D O M E R R D E D I S R E V I R E 1 1 8 . r D e d i s r e v R E i 1 1 8 4 0 7 8 7 X T , n i t s u A T C E J O R P I S S U E : A 09.29.2025 PERMIT D R A W I N G T I T L E FRAMING DETAILS S H E E T S4.2 If Printed at 11X17, Scale is Half Noted on Sheet . C L L i , n g s e D e v i t a N n i t s u A i i f o n o s s m r e p n e t t i r w e h t t u o h t i w d e t i b h o r p i y l t c i r t s s i n o i t c u r t s n o c r e h t o i y n a g n n r e c n o c l s n a p e s e h t f o n o i t c u d o r p e r r o e s u e h T . y t r e p o r p h c u s o t y l l a c i f i c e p s d e t i m i l s i e s u & e t i s e h t n o j t c e o r p l i e g n s a t c u r t s n o c o t e s u e m i t - e n o a o t d e t i m i l & l a n o i t i d n o c e r a s t h g i r s ' r e s a h c r u P i C L L , s n g s e D e v i t a N n i t s u A f o y t r e p o r p e h t e r a s n o i t a c i f i c e p s & s n a p l i , s g n w a r d , s n g s e d i l l A . d e v r e s e r s t h g i r l l A C L L i , s n g s e D e v i t a N n i t s u A