Loading...
1209 Beach Ave RESA21-0013 Elevator S-1 Through S-3 05282021 Merged DS_1I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING I I 8" CMU I STEMWALL I I I I I I I EXISTING CONCRETE FOUNDATION I L-------------------------- ---� I I I z I j r --- i C/� I x Lijw z DRILL 6" AND EPDXY 2pcs #5 x 2'-6" HORIZONTAL DOWELS INTO THE EXISTING X CONCRETE FOUNDATION A 6" STRUCTURAL CONCRETE SLAB w/ #4 @ 12" O.C., EACH WAY, BOTTOM 12"w x 34"d MONOLITHIC CONCRETE FOOTING w/ 2—#5 CONTINUOUS AND #4 VERTICAL DOWELS @ 12" O.C. (CENTERED) AND 2pcs #4 HORIZONTAL @ 12" O.C. (ALTERNATE FACE) p pApd- 11��EIWI u. 1111-111m 11t! !mum 12w x 34d DRILL 6" AND EPDXY 2pcs #5 x 2'-6" HORIZONTAL DOWELS INTO THE EXISTING CONCRETE FOUNDATION NOTE: SEE ARCHITECTURAL PLANS FOR FINISH DIMENSIONS . . 1 . ADD 1—#4x5'-4"HORIZONTAL AT THIS LO ATION j DRILL 4" AND EPDXY / 1—#4x1'-4" HORIZONTAL +' DOWEL @ 12' O.0 INTO j SIDE FACE CF EXISTING I 8" CMU STE WALL I EXISTING 8" CMU STEMWALL I EXISTING I I CONCRETE I FOUNDATION I �----------- I I I I L— — — — — — — — — — — — — — — — — -- NEW EXISTING NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS ELEVATOR FOUNDATION LEVEL SCALE: 1/2" = 1'-0" 1 ROW 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. 2"x8" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK w/ 2—#10x33/4" DECK SCREWS w/ 1"0 WASHERS AT EACH RAFTER INTERSECTION 1 pc SIMPSON H2.5A w/ 8-8d COMMON WIRE NAILS FROM RAFTER TO LEDGER I ADD 2pcs SIMPSON H2.5A CLIPS AT EACH EXISTING RAFTER TO EXISTING DOUBLE TOP PLATE ADD 2ply 2"x10" SYP NO.2 UPTURNED ROOF HEADER BEAM. SPLICE TOGEHTER w/ 4 ROWS 12d COMMON WIRE NAILS @ 8" O.C. BEDROOM REMOVE THE EXISTING WALL FRAMING BELOW THE WINDOW. EXISTING FLOOR SHEATHING EXISTING FLOOR FRAMING THE EXISTING ROOF HEADER BEAM SHALL REMAIN "AS—IS" 6CIT('WPNI REMOVE THE EXISTING WALL FRAMING BELOW THE WINDOW. EXISTING FLOOR SHEATHING EXISTING FLOOR FRAMING EXISTING 8" CMU STEMWALL 1 pc SIMPSON LUS26 FACE MOUNT HANGER d GYPSUM DRYWALL CEILING 2"x6" SYP NO.2 CEILIN JOISTS @ 24" O.0 ELEVATOR CAB 1 pc SIMPSON A35 FRAMING ANGLE AT EACH RAFTER TO RIDGE BEAM 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGE AND 0 0 @ 6" O.C. FIELD M 0 ,,--2"x8" SYP NO.2 RAFTERS @ 24" O.C. 0 0 8-12d COMMON WIRE NAILS FROM THE CEILING JOIST TO RAFTER H2.5A 2pcs SIMPSON H2.5A CLIPS AT EACH RAFTER TO DOUBLE TOP PLATE INSTALL 6pcs-16d TOENAILS EACH RAFTER TO DOUBLE TOP PLATE 2"x6" SYP No.2 SOLID BLOCKING. FASTEN w/ 6-12d TOENAILS EACH END ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM AS PER ARCHITECT ,,,,—FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS 2"x8" SYP No.2 SOLID BLOCKING. FASTEN w/ 6-12d TOENAILS EACH END 1 pc SIMPSON SPH6 STUD PLATE TIE @ 16" O.C. (2)2"x6" SYP No.2 TOP PLATE. o SPLICE TOGETHER w/ 2 ROWS 10d 00 COMMON WIRE NAILS @ 16" O.C. o o CEDAR SHAKE SHINGLES SPH6 OVER WRB VAPOR BARRIER AS PER ARCHITECTURAL PLANS AND SECTIONS 1/2" APA RATED WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD BALLOON FRAMED 2"x6" SPF NO.2 STUDS @ 8" O.C. AT EXTERIOR ELEVATOR WALLS 2"x6" SPF NO.2 SOLID BLOCKING AT SECOND LEVEL EXISTING /\ d - CONCRETE FOUNDATION I N NOTE: CONTRACTOR MAY INSTALL 1—#4x48" VERTICAL DOWEL AND BEND OVER INTO SLAB IN LIEU OF INSTALLING THE #4 BENT BAR EXISTING I NEW FINISHED 16" a GRADE 2 8„ -----------I d i i A :16" z 00 I 9" j i #4 DOWEL 4# BENT J a • 1—#4 VERTICAL DOWEL BAR @ 24" O.C. i� 12"w x 34"d MONOLITHIC CONCRETE FOOTING w/ 2—#5 CONTINUOUS ELEVATOR TWO—STORY WALL SECTION 1 SECTION S-1 SCALE: 3/4" = 1'-0" (REVISIONS BY BUILDING PERMIT CCK ISSUE 05/28/21 U zco — rl� .w Q Wz=o =O�0 z o ~LLI 0 o E 0 D Q, o � LLJ < U>LLJ or,- E a mLLJ z N �U�_ja-00� �z�zj� 0F_-oo Uz Q O = U U U LLJ z Q O W�= U zoo j � D Q „W Q W = U ry LLJ =) Q O LLJ mc) M Q 0-) LLJ i 0 z :�E W NQQ wn", O L_L_ Digitally signed by CHRISTOPH CHRISTOPHERC KATHE ER C KAT H E Date. 2021.05.28 16:04:34 -04'00' \O?HER C 11 F ICA r� r NO. 3682'0 A STATE OF 0 R FSS/ONAL ENG THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER C. KATHE ON 05/28/2021 ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DRAWN CCK CHECKED CCK DATE 05/28/2021 SCALE AS NOTED JOB NO. E21-020 SHEET S-1 SHEET 1 OF 3 CEDAR SHAKE SHINGLES OVER WRB VAPOR BARRIER AS PER ARCHITECTURAL PLANS AND SECTIONS ELEVATOR CAB1/2" APA RATED WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD BALLOON FRAMED(.00 2"x6" SPF NO.2 STUDS @ 8" O.C. AT EXTERIOR o ELEVATOR WALLS 0 1 pc SIMPSON H2.5A CLIP H2.5A @ 16" O.C. AT EVERY OTHER DRILL 4" AND EPDXY STUD ALIGNED w/ THE SIMPSON 1—#4x1'-4" HORIZONTAL SPH6 ABOVE. DOWEL @ 12" O.0 IN 7_0 2"x6" P.T. SYP NO.2 SILL PLATE SIDE FACE OF EXISTI I w/ 1/2 "0 x 10" HOT DIPPED GALVANIZED 8" CMU STEMWALL ANCHOR BOLT @ 24" O.C. w/ 2"x2"x1/8" PLATE WASHER ADD 6" STRUCTURAL CON E EXTEND 1/2" CDX PLYWOOD WALL SHEATHING TO BOTTOM OF SLAB w #4 @ 12 0. EACH WAY, BOTTOM 2"x6" WALL PLATE ADD 2pcs #4 HORIZONTAL (ALTERNATE FACE) a EXISTING /\ d - CONCRETE FOUNDATION I N NOTE: CONTRACTOR MAY INSTALL 1—#4x48" VERTICAL DOWEL AND BEND OVER INTO SLAB IN LIEU OF INSTALLING THE #4 BENT BAR EXISTING I NEW FINISHED 16" a GRADE 2 8„ -----------I d i i A :16" z 00 I 9" j i #4 DOWEL 4# BENT J a • 1—#4 VERTICAL DOWEL BAR @ 24" O.C. i� 12"w x 34"d MONOLITHIC CONCRETE FOOTING w/ 2—#5 CONTINUOUS ELEVATOR TWO—STORY WALL SECTION 1 SECTION S-1 SCALE: 3/4" = 1'-0" (REVISIONS BY BUILDING PERMIT CCK ISSUE 05/28/21 U zco — rl� .w Q Wz=o =O�0 z o ~LLI 0 o E 0 D Q, o � LLJ < U>LLJ or,- E a mLLJ z N �U�_ja-00� �z�zj� 0F_-oo Uz Q O = U U U LLJ z Q O W�= U zoo j � D Q „W Q W = U ry LLJ =) Q O LLJ mc) M Q 0-) LLJ i 0 z :�E W NQQ wn", O L_L_ Digitally signed by CHRISTOPH CHRISTOPHERC KATHE ER C KAT H E Date. 2021.05.28 16:04:34 -04'00' \O?HER C 11 F ICA r� r NO. 3682'0 A STATE OF 0 R FSS/ONAL ENG THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER C. KATHE ON 05/28/2021 ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DRAWN CCK CHECKED CCK DATE 05/28/2021 SCALE AS NOTED JOB NO. E21-020 SHEET S-1 SHEET 1 OF 3 3/4"0 HEAD 0.22"0 SHANK SIMPSON SDWS TIMBER SCREWS NEW ELEVATOR ADDITION SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS 24" O.C., STAGGERED INTERIOR EXISTING BALLOON FRAMED---/ EXTERIOR 2"x6" SPF NO.2 STUDS ® 8" O.C. AT EXTERIOR ELEVATOR WALLS 1/2" APA RATED WALL SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD NEW WALL INTERSECTION w/ ADDED 2"x6" STUDS 1 DETAIL S-2 SCALE: 11/2" = 1'-0" ADD 2"x6" SYP No.2 FLAT --� SOLID BLOCKING © 24" O.C. FASTEN w/ 6-12d TOENAILS I EACH END z X w IINIIaC2to] 0 ADD 2"x6" SPF NO.2 Q zo STUDS AS REQUIRED AT AT WALL CONNECTION w o LOCATION Q LJ z EXISTING 2"x6" WALL FRAMING EXTERIOR SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS © 24" O.C., STAGGERED 1/2" APA RATED WALL SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS 3" O.C. EDGES AND 6" O.C. FIELD ADD 1 pc SIMPSON MSTA24 FLAT STRAP FROM THE NEW ROOF HEADER BEAM TO THE EXISTING WALL STUDS, EACH SIDE. REMOVE THE EXISTING WALL FRAMING BELOW THE WINDOW. THE EXISTING ROOF HEADER BEAM SHALL REMAIN "AS -IS" ADD 2oIv 2"x10" SYP NO.2 UPTURNED ROOF HEADER AM EXI IN WALL FRAMING TO RE AIN "AS -IS" BALLOON FRAMED 2"x4" SPF NO.2 STUDS ® 2" O.C. AT INTERIOR E VATOR WALLS "x12" SYP No.2 ELEVATOR SUPPORT FRAMING (DESIGNED BY OTHERS) EXISTING WALL FRAMING ii EISTING ROOF FRAMING 2"x8" S plJo.2 LEDGER, FAS EN LEDGERITO ROOF THRU PLYWOOD DECK ry/� 2-#10x33/4" DECK SCREWS w 1 'O WASHERS AT E-ACH RAFTE INTERSECTION I I j 2 1 � J 2"x1 SYP N .2 ���`' r IRI GE AM J I � I i Ir I I I I TO REMAIN "AS -IS" 2"x8" SYP No.2 RAFTERS @ 24" O.C. w/ EXPOSED ADD 2"x6" SPF N(.2 RAFTER TAILS AND STUDS AS REQUIRI D AT 2"x6" SYP No.2 AT WALL CONNEC ION CEILING JOISTS LOCATION @ 24" O.C. SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS 24" O.C., STAGGERED SECOND LEVEL ELEVATOR FRAMING SCALE: 1/2)t = 1'-0" 3/4"0 HEAD 0.22"0 SHANK SIMPSON SDWS TIMBER SCREWS 2"x8" SYP No.2 HIP RAFTER w/ EXPOSED RAFTER TAIL 2pcs SIMPSON H2.5A CLIPS AT EACH RAFTER TO DOUBLE TOP PLATE j 2"x8" SYP No.2 VALLEY RAFTER w/ EXPOSED RAFTER TAIL RIDGE OVERFRAME / 2"x6" SYP N0.2 OVERFRAMING RAFTERS @ 16" O.C. J I 1 pc SIMPSON A35 FRAMING ANGLE ATE CH RAFTER TO RIDGE BEAM 6,ND EACH HIP L RAFTER TO CORNER HIP j RAFTER. �II'II'CDX I••• '•• 1 WIN, 8d RING.AHANK COMMON 110MY190 SHEATHING.,,"F"ASTEN w/C► • • .11 FIELD ---------------- NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS ROOF LEVEL FRAMING AT ELEVATOR. SCALE: 1 /2" = 1'-0" U° ° A35 (..00 00 0 H2.5A 0 ° MSTA24 NOTE: FASTEN ADD 1 pc SIMPSON MSTA24 FLAT COMMON WIRE NAILS FASTEN THE A35 w/ 12-8dx11/2" COMMON WIRE NAILS STRAP FROM THE EXISTING FLOOR COMMON WIRE NAILS WALL FRAMING D HEADER BEAM TO THE EXISTING U BLOCKING NOT SHOWN 0 0:� 0 STUDS, EACH SIDE. FOR CLARITY EXISTING WALL FRAMING --,,,,WALL Q 2"x6" SYP NO.2 CEILING INSTALL 6pcs-16d TOENAILS EACH EXISTING WALL FRAMING TO REMAIN "AS -IS" = U REMOVE THE EXISTING WALL TO REMAIN 'AS -IS" RAFTER TO DOUBLE TOP PLATE 0 wmo FRAMING BELOW THE WINDOW. 1 pc SIMPSON SPH6 M ADD 2"x6" SPF NO.2 Q THE EXISTING ROOF HEADER ADD 2"x6" S F NO.2 STUD AS REQUIRED AT ° W BEAM SHALL REMAIN "AS -IS" STUD AS REQUIRED AT AT WALL CONNECTION EVERY OTHER STUD W °° Q AT WALL CON . ECTION LOCATION (TYPICAL) 17ADD EXISTING WALL FRAMING LOCATION (T PICAL) SPLICE NEW WALL SPLICE TOGETHER w/ TO REMAIN "AS -IS' INGSID TO R@ ER,C SPLICE NEW WALL FRAMING TO EXISTING BALLOON FRAMED FRAMING TO EXISTING WALL FRAMING w/ 2 ROWS 10d COMMON 2"x4" SPF NO.2 STUDS WALL FRAMING w/ 0.220"0 x 5" SIMPSON 2"x6" SPF NO.2 ® 12" O.C. AT INTERIOR 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS NAILS © 16" O.C. STUDS AS REQUIRED ATWIRE ELEVATOR WALLS SDWS TIMBER SCREWS @ 24" O.C., STAGGERED 2"x6" SYP.NO.2 DOUBLE 2"x12" SYP No.2 E EVATOR @ 24" O.C., STAGGERED (TYPICAL) AT WALL CONNECTION 2 ° SUPPORT FRAMING (DESIGNED (TYPICAL) EXISTING WALL FRAMING TOP PLATE. FASTEN TOGETHER w / S-3 ° BY OTHERS) EXISTING WALL FRAMING PLATE TIE @ 16" O.C. TO REMAIN "AS -IS" LOCATION ° REMOVE THE EXISTING TO REMAIN -IS" NAILS WALL FRAMING BEL DW ADD 2"x6" SYP No.2 FLAT ° THE WINDOW AND ADD ADD 2"x6" SYP No.2 FLAT SOLID BLOCKING @ 24" O.C. 2pcs SIMPSON H2.5A NEW 2"x6" SPF NO 2 SOLID BLOCKING © 24" O.C. FASTEN w/ 6-12d TOENAILS °° FULL HT. STUDS FASTEN w/ 6-12d TOENAILS EACH END @ 16" O.C. CLIPS AT EACH RAFTER EACH END BALLOON FRAMED ADD 2"x6" SPF NO 2 BALLOON FRAMED 2"x6" SPF NO.2 STUDS SIDE OF SPLICE (TYPICAL) STUDS AS REQUIRE AT 2"x6" SPF NO.2 STUDS ® 8" O.C. AT EXTERIOR TO DOUBLE TOP PLATE BALLOON FRAMED AT WALL CONNECTI DN @ 8" O.C. AT EXTERIOR ELEVATOR WALLS LOCATION ELEVATOR WALLS 1/2" APA RATED WALL SPLICE NEW WALL -/1/2" APA RATED WALL SHEATHING FASTENED W/ FRAMING TO EXISTING EXISTING WALL FRAMING SHEATHING FASTENED w/ 8d COMMON WIRE NAILS WALL FRAMING w/ TO REMAIN "AS -IS' 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 0.220"0 x 5" SIMPSON @ 3" O.C. EDGES AND 6" O.C. FIELD SDWS TIMBER SCREWS 6" O.C. FIELD © 24" O.C., STAGGERED CEDAR SHAKE SHINGLES ADD 1T2" APA RATED WALL CEDAR SHAKE SHINGLES OVER WRB VAPOR BARRIER NOTE: OVER WRB VAPOR BARRIER AS PER ARCHITECTURAL SHEATHING AT CLOSED -IN WATERPROOFING AND AS PER ARCHITECTURAL PLANS AND SECTIONS WINDOW LOCATION. FASTEN w/ FLASHING DESIGNED PLANS AND SECTIONS 8d COMMON WIRE NAILS BY OTHERS © 3" O.C. EDGES AND 6" O.C. FIELD FIRST LEVEL ELEVATOR FRAMING. 0 SCALE: 1/291 1'-0" 3/4"0 HEAD 0.22"0 SHANK SIMPSON SDWS TIMBER SCREWS NEW ELEVATOR ADDITION SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS 24" O.C., STAGGERED INTERIOR EXISTING BALLOON FRAMED---/ EXTERIOR 2"x6" SPF NO.2 STUDS ® 8" O.C. AT EXTERIOR ELEVATOR WALLS 1/2" APA RATED WALL SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD NEW WALL INTERSECTION w/ ADDED 2"x6" STUDS 1 DETAIL S-2 SCALE: 11/2" = 1'-0" ADD 2"x6" SYP No.2 FLAT --� SOLID BLOCKING © 24" O.C. FASTEN w/ 6-12d TOENAILS I EACH END z X w IINIIaC2to] 0 ADD 2"x6" SPF NO.2 Q zo STUDS AS REQUIRED AT AT WALL CONNECTION w o LOCATION Q LJ z EXISTING 2"x6" WALL FRAMING EXTERIOR SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS © 24" O.C., STAGGERED 1/2" APA RATED WALL SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS 3" O.C. EDGES AND 6" O.C. FIELD ADD 1 pc SIMPSON MSTA24 FLAT STRAP FROM THE NEW ROOF HEADER BEAM TO THE EXISTING WALL STUDS, EACH SIDE. REMOVE THE EXISTING WALL FRAMING BELOW THE WINDOW. THE EXISTING ROOF HEADER BEAM SHALL REMAIN "AS -IS" ADD 2oIv 2"x10" SYP NO.2 UPTURNED ROOF HEADER AM EXI IN WALL FRAMING TO RE AIN "AS -IS" BALLOON FRAMED 2"x4" SPF NO.2 STUDS ® 2" O.C. AT INTERIOR E VATOR WALLS "x12" SYP No.2 ELEVATOR SUPPORT FRAMING (DESIGNED BY OTHERS) EXISTING WALL FRAMING ii EISTING ROOF FRAMING 2"x8" S plJo.2 LEDGER, FAS EN LEDGERITO ROOF THRU PLYWOOD DECK ry/� 2-#10x33/4" DECK SCREWS w 1 'O WASHERS AT E-ACH RAFTE INTERSECTION I I j 2 1 � J 2"x1 SYP N .2 ���`' r IRI GE AM J I � I i Ir I I I I TO REMAIN "AS -IS" 2"x8" SYP No.2 RAFTERS @ 24" O.C. w/ EXPOSED ADD 2"x6" SPF N(.2 RAFTER TAILS AND STUDS AS REQUIRI D AT 2"x6" SYP No.2 AT WALL CONNEC ION CEILING JOISTS LOCATION @ 24" O.C. SPLICE NEW WALL FRAMING TO EXISTING WALL FRAMING w/ 0.220"0 x 5" SIMPSON SDWS TIMBER SCREWS 24" O.C., STAGGERED SECOND LEVEL ELEVATOR FRAMING SCALE: 1/2)t = 1'-0" 3/4"0 HEAD 0.22"0 SHANK SIMPSON SDWS TIMBER SCREWS 2"x8" SYP No.2 HIP RAFTER w/ EXPOSED RAFTER TAIL 2pcs SIMPSON H2.5A CLIPS AT EACH RAFTER TO DOUBLE TOP PLATE j 2"x8" SYP No.2 VALLEY RAFTER w/ EXPOSED RAFTER TAIL RIDGE OVERFRAME / 2"x6" SYP N0.2 OVERFRAMING RAFTERS @ 16" O.C. J I 1 pc SIMPSON A35 FRAMING ANGLE ATE CH RAFTER TO RIDGE BEAM 6,ND EACH HIP L RAFTER TO CORNER HIP j RAFTER. �II'II'CDX I••• '•• 1 WIN, 8d RING.AHANK COMMON 110MY190 SHEATHING.,,"F"ASTEN w/C► • • .11 FIELD ---------------- NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS ROOF LEVEL FRAMING AT ELEVATOR. SCALE: 1 /2" = 1'-0" U° ° A35 (..00 00 0 H2.5A 0 ° MSTA24 NOTE: FASTEN THE H2.5A w/ 10-8dx11/2" COMMON WIRE NAILS FASTEN THE A35 w/ 12-8dx11/2" COMMON WIRE NAILS FASTEN THE MSTA24 w/ 18-10d COMMON WIRE NAILS NEW WALL INTERSECTION w/ ADDED 2"x6" BLOCKING 2 DETAIL S-2 SCALE: 11/2" = 1'-0" DOUBLE TOP PLATE FASTENING 3 DETAIL S-2 SCALE: NTS H2.5A CLIPS FROM TYPICAL ROOF RAFTER TO WALL FRAMING BELOW 4 DETAIL S-2 SCALE: N.T.S. (REVISIONS BY BUILDING PERMIT CCK ISSUE 05/28/21 U z� - ry .w Q Wz=_o z a _zp o ~woz�o E YQw _00o 6 �D=cow � LJ< Uv>wo� E DamzN© �v)(.C)-ia-00� �oo z�z�S IS 01- 0 v I- =:) cf)z Q �0 = U U I- NOTE: EXISTING 2"x6" z Q� 0 2"x6" SYP No.2 SOLID WALL FRAMING D 2"x8" SYP NO.2 U BLOCKING NOT SHOWN 0 0:� 0 � RAFTERS © 24" O.C. FOR CLARITY INTERIOR Q 2"x6" SYP NO.2 CEILING INSTALL 6pcs-16d TOENAILS EACH W = U n, Q JOISTS @ 24" O.C. RAFTER TO DOUBLE TOP PLATE 0 wmo 1 pc SIMPSON SPH6 M Q on - i 0z� STUD PLATE TIE AT ° W (2)2"x6" SYP NO.2 8-12d COMMON WIRE NAILS EVERY OTHER STUD W °° Q DOUBLE TOP PLATE. FROMHE I IST 17ADD 16" O.C. (TYPICAL) • LL_ SPLICE TOGETHER w/ INGSID TO R@ ER,C 2 ROWS 10d COMMON 2"x6" SPF NO.2 NAILS © 16" O.C. STUDS AS REQUIRED ATWIRE .° 2"x6" SYP.NO.2 DOUBLE 1 pc SIMPSON SPH6 STUD AT WALL CONNECTION ° TOP PLATE. FASTEN TOGETHER w / PLATE TIE @ 16" O.C. LOCATION ° 2 ROWS 10d COMMON WIRE NAILS ° © 16" O.C. PROVIDE 3-10d 2pcs SIMPSON H2.5A INTERIOR °° COMMON WIRE NAILS EACH CLIPS AT EACH RAFTER SIDE OF SPLICE (TYPICAL) TO DOUBLE TOP PLATE BALLOON FRAMED 2"x6" SPF NO.2 STUDS BALLOON FRAMED @ 8" O.C. AT EXTERIOR ° 01' 2"x6" SPF NO.2 STUDS ELEVATOR WALLS 0 ® 8" O.C. AT EXTERIOR 0 0 o ELEVATOR WALLS BALLOON FRAMED ° o ) 0 2"x6" SPF NO.2 STUDS ® 8" O.C. AT EXTERIOR SPH6 H2.5A ELEVATOR WALLS NEW WALL INTERSECTION w/ ADDED 2"x6" BLOCKING 2 DETAIL S-2 SCALE: 11/2" = 1'-0" DOUBLE TOP PLATE FASTENING 3 DETAIL S-2 SCALE: NTS H2.5A CLIPS FROM TYPICAL ROOF RAFTER TO WALL FRAMING BELOW 4 DETAIL S-2 SCALE: N.T.S. (REVISIONS BY BUILDING PERMIT CCK ISSUE 05/28/21 U z� - ry .w Q Wz=_o z a _zp o ~woz�o E YQw _00o 6 �D=cow � LJ< Uv>wo� E DamzN© �v)(.C)-ia-00� �oo z�z�S IS 01- 0 v I- =:) cf)z Q �0 = U U I by C H R I STO P H CCHRISTOPHER�C KATHEate I ER C KATHE D6:0516�04'00'$ G�RTiFICA � NO. 36820 o STATE OF �0� R�ORIOP FSS/ONAL ENG THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER C. KATHE ON 05/28/2021 ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DRAWN CCK CHECKED CCK DATE 05/28/2021 SCALE AS NOTED JOB NO. E21-020 SHEET S 2 SHEET 2 OF 3 I- U z Q� 0 W�= D Q:� U z 0 0:� 0 � LL DQ „W Q W = U n, Q W 0 wmo M Q on - i 0z� W W NQQ W Q � O LL_ I by C H R I STO P H CCHRISTOPHER�C KATHEate I ER C KATHE D6:0516�04'00'$ G�RTiFICA � NO. 36820 o STATE OF �0� R�ORIOP FSS/ONAL ENG THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER C. KATHE ON 05/28/2021 ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DRAWN CCK CHECKED CCK DATE 05/28/2021 SCALE AS NOTED JOB NO. E21-020 SHEET S 2 SHEET 2 OF 3 DESIGN WIND PRESSURES 5/8" APA RATED OVERFRAME w/ 2"x8" SYP ROOF SHEATHING No.2 RAFTERS @ 16" OC, w/ 2"x6" SYP No.2 COLLAR 1 ROW 8d RING TIES w/ 8pcs-12d COMMON SHANK COMMON WIRE WIRE NAILS EACH END @ 16" OC. NAILS @ 3" O.C. 2"x8" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK W/ 2-#10x33/4" DECK SCREWS w/ 1" DIA. WASHERS AT EACH RAFTER INTERSECTION 1 pc SIMPSON H2.5A w/ LOWER EXISTING ROOF 8-8d COMMON WIRE NAILS FROM RAFTER ° 0 RAFTERS ©24" O.C. TO LEDGER °° 0 00 LEDGER DETAIL AT OVERFRAMING RAFTER 00 H2.5A 1 DETAIL S-3 SCALE: N.T.S. ADD 1pc SIMPSON MSTA24- STRAP EACH SIDE OF ELEVATOR DOOR HEADER EXISTING - 2%6" STUDS °o ° 0 H2.5A ADD 1 pc SIMPSON H2.5A CLIP AT TOP OF THE FULL HT. STUDS ADD 1 pc SIMPSON H2.5A CLIP AT BOTTOM OF TWFQr CTI Inc DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) UPPER ELEVATOR ROOF C NVENTIONAL ROOF FRAMING (2)H2.5A, SEE SECTION 1/S-1 AND (END ZONE = 4'-0") Kd =0.85 ARE SIMPSON STONG TIE HEADER BEAM AREA 10sf 20sf 30sf 40sf DBL TOP PLATE 3ply 2"x8" SYP NO.2 HEADER BEAM ELEVATOR DOOR ROUGH OPENING POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION (2)A35 INTERIOR +30.6 -33.2 +29.2 -31,8 +28.4 -31.0 +27.8 -30.4 -33.8 ENDZONE +30.6 -40.9 +29.2 -38.2 +28.4 -36.6 +27.8 -35.4 18-10d AREA 50sf 60sf 70sf 80sf HTS24 20-1Odx11/2" POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION FLORIDA INTERIOR +27.4 -30.0 +27.0 -29.6 +26.7 -29.3 +26.4 -29.0 ENDZONE THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR DESIGN WIND PRESSURES. 5/8" APA RATED OVERFRAME w/ 2"x8" SYP ROOF SHEATHING No.2 RAFTERS @ 16" OC, w/ 2"x6" SYP No.2 COLLAR 1 ROW 8d RING TIES w/ 8pcs-12d COMMON SHANK COMMON WIRE WIRE NAILS EACH END @ 16" OC. NAILS @ 3" O.C. 2"x8" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK W/ 2-#10x33/4" DECK SCREWS w/ 1" DIA. WASHERS AT EACH RAFTER INTERSECTION 1 pc SIMPSON H2.5A w/ LOWER EXISTING ROOF 8-8d COMMON WIRE NAILS FROM RAFTER ° 0 RAFTERS ©24" O.C. TO LEDGER °° 0 00 LEDGER DETAIL AT OVERFRAMING RAFTER 00 H2.5A 1 DETAIL S-3 SCALE: N.T.S. ADD 1pc SIMPSON MSTA24- STRAP EACH SIDE OF ELEVATOR DOOR HEADER EXISTING - 2%6" STUDS °o ° 0 H2.5A ADD 1 pc SIMPSON H2.5A CLIP AT TOP OF THE FULL HT. STUDS ADD 1 pc SIMPSON H2.5A CLIP AT BOTTOM OF TWFQr CTI Inc SUPPORT SIMPSON CONNECTOR UPPER ELEVATOR ROOF C NVENTIONAL ROOF FRAMING (2)H2.5A, SEE SECTION 1/S-1 AND 2"x8" COMMON RAFTER: DBL TOP PLATE ARE SIMPSON STONG TIE HEADER BEAM DETAIL 4/S-2. 2"x6" CEILING JOIST: 2"x8" COMMON RAFTER 8-12d NAILS, SEE SECTION 1/S-1 2"x8" JACK RAFTER: DBL TOP PLATE 3ply 2"x8" SYP NO.2 HEADER BEAM ELEVATOR DOOR ROUGH OPENING SEE ARCHITECTURALS CORNER HIP RAFTER (1)A35 CORNER HIP RAFTER: DBL TOP PLATE (2)H2.5A MTS12 2"x10" RIDGE BEAM (2)A35 UPPER ELEVATOR ROOF CONVENTIONAL ROOF OVERFRA ING: (1)H2.5A, SEE DETAIL 1/S-3 OVERFRAMING RAFTER 2"x8" LEDGER (NOTE: INSTALL OVERFRA +27.4 -34.5 +27.0 -33.8 +26.7 -33.2 +26.4 -32.7 5/8" APA RATED OVERFRAME w/ 2"x8" SYP ROOF SHEATHING No.2 RAFTERS @ 16" OC, w/ 2"x6" SYP No.2 COLLAR 1 ROW 8d RING TIES w/ 8pcs-12d COMMON SHANK COMMON WIRE WIRE NAILS EACH END @ 16" OC. NAILS @ 3" O.C. 2"x8" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK W/ 2-#10x33/4" DECK SCREWS w/ 1" DIA. WASHERS AT EACH RAFTER INTERSECTION 1 pc SIMPSON H2.5A w/ LOWER EXISTING ROOF 8-8d COMMON WIRE NAILS FROM RAFTER ° 0 RAFTERS ©24" O.C. TO LEDGER °° 0 00 LEDGER DETAIL AT OVERFRAMING RAFTER 00 H2.5A 1 DETAIL S-3 SCALE: N.T.S. ADD 1pc SIMPSON MSTA24- STRAP EACH SIDE OF ELEVATOR DOOR HEADER EXISTING - 2%6" STUDS °o ° 0 H2.5A ADD 1 pc SIMPSON H2.5A CLIP AT TOP OF THE FULL HT. STUDS ADD 1 pc SIMPSON H2.5A CLIP AT BOTTOM OF TWFQr CTI Inc FRAMING AND STRAPPING AT ELEVATOR DOOR OPENING K 2-,� DET - AIL S-3 SCALE: 1/2" = 1'-0" - EXISTING DOUBLE TOP PLATE UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR UPPER ELEVATOR ROOF C NVENTIONAL ROOF FRAMING (2)H2.5A, SEE SECTION 1/S-1 AND 2"x8" COMMON RAFTER: DBL TOP PLATE ARE SIMPSON STONG TIE HEADER BEAM DETAIL 4/S-2. 2"x6" CEILING JOIST: 2"x8" COMMON RAFTER 8-12d NAILS, SEE SECTION 1/S-1 2"x8" JACK RAFTER: DBL TOP PLATE 3ply 2"x8" SYP NO.2 HEADER BEAM ELEVATOR DOOR ROUGH OPENING SEE ARCHITECTURALS CORNER HIP RAFTER (1)A35 CORNER HIP RAFTER: DBL TOP PLATE (2)H2.5A MTS12 2"x10" RIDGE BEAM (2)A35 UPPER ELEVATOR ROOF CONVENTIONAL FRAMING AND STRAPPING AT ELEVATOR DOOR OPENING K 2-,� DET - AIL S-3 SCALE: 1/2" = 1'-0" - EXISTING DOUBLE TOP PLATE UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR UPPER ELEVATOR ROOF C NVENTIONAL ROOF FRAMING (2)H2.5A, SEE SECTION 1/S-1 AND 2"x8" COMMON RAFTER: DBL TOP PLATE ARE SIMPSON STONG TIE HEADER BEAM DETAIL 4/S-2. 2"x6" CEILING JOIST: 2"x8" COMMON RAFTER 8-12d NAILS, SEE SECTION 1/S-1 2"x8" JACK RAFTER: DBL TOP PLATE (2)H2.5A, SEE SECTION 1/S-1 AND CLADDING CORNER HIP RAFTER (1)A35 CORNER HIP RAFTER: DBL TOP PLATE (2)H2.5A MTS12 2"x10" RIDGE BEAM (2)A35 UPPER ELEVATOR ROOF CONVENTIONAL ROOF OVERFRA ING: (1)H2.5A, SEE DETAIL 1/S-3 OVERFRAMING RAFTER 2"x8" LEDGER (NOTE: INSTALL OVERFRA ING LEDGER BOARD TO EXISTING RAFTERS w/ 2 ROWS #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) #10456.11 NEW ELEVATOR BEARING WALLS UTILIZING CONVENTIONAL STRAPS (1)SPH6 @ 16" O.C. SEE DETAIL 3/S-2 2"x6" DBL TOP PLATE: 2"x6" STUDS © 16" O.C. NEW 2"x6" STUDS: LOWER 2"x6" SILL PLATE (1)H2.5A @ 16" O.C. ALIGNED w/ SPH6 18-10d ON STUDS ABOVE LOWER 2"x6" SILL PLATE 8" CONCRETE STEMWALL ADD '/2"0 x 10" ANCHOR BOLTS HTS24 20-1Odx11/2" @ 24" O.C. w/ 2"x2"x'/8" PLATE ELEVATOR DOOR HEADERS NEW JACK STUDS WASHERS AND HEX NUTS (1)MSTA24 EACH SIDE HEADER TO 3'-0" NOTES: SPEED IMPORTANCE FACTOR OCCUPANCY CATEGORY RISK CATEGORY. 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. HEIGHT ROOF PITCH 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. COMPONENT AND CLADDING No.2 P. T. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: MTS12 14-10dx11/2" FLORIDA PRODUCT APPROVAL #10456.33 H2.5A 10-8dx1'/2" FLORIDA PRODUCT APPROVAL #10456.11 A35 12-8dx1'/2" FLORIDA PRODUCT APPROVAL #10446.4 MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 HTS24 20-1Odx11/2" FLORIDA PRODUCT APPROVAL #10456.24 CS16 20-10dx11/2 FLORIDA PRODUCT APPROVAL #10852.1 "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 - EXISTING 2pcs 2"x6" SPF NO.2 0 0 FULL HEIGHT STUDS 0 U EACH SIDE OF ELEVATOR 0 ° ° 0 DOOR OPENING 00 ° ° 0 00 0 H2.5A A35 -1 pc 2"x4" SPF NO.2 JACK STUD EACH SIDE OF ELEVATOR DOOR OPENING. -1 pc SIMPSON CS16 COIL STRAP EACH SIDE OF ELEVATOR DOOR OPENING TO WALL FRAMING BELOW ALL SIMPSON CONNECTORS IN SHALL HAVE THE MANUFACTURER APPLIED "ZMAX" FINISH HTS24 MSTA24 CS16 STRUCTURAL NOTES DESIGN CRITERIA REINFORCED CONCRETE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION THE 2020 FLORIDA BUILDING EXISTING BUILDING. OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE WIND DESIGN PER ASCE 7-16. DESIGNED AS "ENCLOSED" REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. NnT 1 nCATFn WITHIN WINS RnRNF nFRRIS RFGInN. ALTERATION -LEVEL 2 LIVE LOADS: ROOF AND CANOPIES FLOORS WIND LOAD DESIGN CRITERIA BASIC WIND SPEED IMPORTANCE FACTOR OCCUPANCY CATEGORY RISK CATEGORY. EXPOSURE No.2 MEAN ROOF HEIGHT ROOF PITCH SPF INTERNAL PRESSURE COEFICIENT STRUCTURAL COMPONENT AND CLADDING WINDOW/DOOR PRESURE 20 PSF 40 PSF ASCE7-16 11100111111TAM 1.0 II (RESIDENTIAL) 11 'D' 20.0 FT 8/12 (33.69 DEGREES) "ENCLOSED" +0.18/-0.18 SEE SCHEDULE ON SHEET S-3 ALLOWABLE UNIT STRESSES CONCRETE: (PER ACI 318) FOUNDATIONS f'c = 3000 PSI STRUCTURAL SLAB -ON -GRADE f'c = 3000 PSI 8" CONCRETE STEMWALL f'c = 3000 PSI CONCRETE MAXIMUM WATER CEMENT RATIO: FOUNDATIONS 0.40 STRUCTURAL SLAB -ON -GRADE 0.56 8" CONCRETE STEMWALL 0.56 REINFORCMENT ASTM A615 - GRADE 60 WELDED WIRE FABRIC ASTM A185 STRUCTURAL STEEL: (PER AISC, CURRENT EDITION) STEEL BOLTS ASTM A325 STAINLESS STEEL BOLTS AISI TYPE 304 ALL OTHER STEEL ASTM A36 WELDING ELECTRODES ASTM A-233 E-70XX TIMBER: (PER NDS FOR WOOD CONSTRUCTION) UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: STRUCTURAL SLAB ON GRADE 2" FOUNDATIONS 3" 8" CONCRETE STEMWALL 2" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ►_\Im:[•Z•]:10y1IN■:4a1►1go] : 6111 im 0.1ra:Z.�.yl:r_\Im:3W_1y0601F- ►ImL\10H.10:role] 101 ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. CURING COMPOUND CLEAR, WATERBORNE, MEMBRANE-FORMIN CURING COMPOUND: ASTM C 309, TYPE 1, CLASS B, 18 TO 25 PERCENT SOLIDS, NON -DISSIPATING, CERTIFIED BY CURING COMPOUND MANUFACTURER TO NOT INTERFERE WITH BONDING OF FLOOR COVERING. VAPOR BARRIER VAPOR BARRIER TO BE 6 MIL POLYETHYLENE SHEET PLACED ON UNDISTURBED SOIL. VAPOR BARRIER UNDER SLAB ON GRADE IF REQUIRED, IF SLAB WILL HAVE FLOOR COVERING APPLIED, PLACED ON COMPACTED GRAVEL WITH 3/4" TO 11/" OF DAMP SAND BETWEEN POLYETHYLENE VAPOR BARRIER AND CONCRETE. GENERAL NOTES DRAWINGS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS STRUCTURAL ENGINEERS RAISED SEAL IS AFFIXED TO THE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES IN THE DRAWINGS, NOTES AND SPECIFICATIONS SHALL BE REPORTED TO OWNERS REPRESENTATIVE FOR CLARIFICATION. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. STRUCTURAL ROOF FRAMING SYP No.2 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR STRUCTURAL ROOF BLOCKING SYP No.2 CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR STRUCTURAL STUDS SPF No.2 OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR STRUCTURAL PLATES SYP No.2 P. T. THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE EPDXY ADHESIVE: SIMPSON STRONG -TIE TWO COMPONENT EPDXY ADHESIVE "SET" HARDWARE: ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. NUTS SHALL MEET THE REQUIREMENTS OF ASTM A-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). SOIL BEARING PRESSURE 2000 PSF PREPARE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. IN THE ABSENCE OF A SOILS REPORT, THE SOIL COMPACTION SHALL ADHERE TO THE FOLLOWING MINIMUM REQUIREMENTS FOR THE MODIFIED PROCTOR DRY DENSITY TEST: 1) SLAB -ON -GRADE: STRUCTURAL FILL SHALL BE INSTALLED IN 12" MAXIMUM LIFTS AND COMPACTED TO A DENSITY OF 95% OF THE MODIFIED STANDARD ASTM PROCTOR TEST. ANY LOOSE, SOFT, OR UNDESIRABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN STRUCTURAL FILL MATERIAL. 2) FOUNDATIONS: FOUNDATIONS SOILS SHALL BE STRIPPED TO (2') TWO FEET BELOW EXISTING GRADE. FOUNDATION SOILS SHALL BE COMPACTED TO A MINIMUM DEPTH OF (1') ONE FOOT BELOW STRIPPED GRADE. FOUNDATION SOILS SHALL BE COMPACTED TO A DENSITY OF 95% OF THE MODIFIED STANDARD ASTM PROCTOR TEST. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. CONTRACTOR TO SUBMIT A REQUEST TO ENGINEER/ARCHITECT FOR ANY SUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON THE DRAWINGS. 1�:I�Y�]�[�Pi�ll�[e�►[���x.�_\�»'��J�I��.Y.�.9:[�Pi�1►��1�a�:��i9[.y� THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE IN THE CONSTRUCTION OF A PROPOSED BUILDING TO WHICH THESE NOTES ARE ATTACHED. THE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER EXISTING STRUCTURE: THE EXISTING STRUCTURE WAS DESIGNED AND CONSTRUCTED APPROXIMATELY DURING THE 1932 CALENDAR YEAR AND DOES NOT MEET THE CURRENT 2017 FLORIDA BUILDING CODE MAIN WIND FORCE RESISTING SYSTEMS REQUIREMENTS. THE PROPOSED MINOR MODIFICATIONS TO THE STRUCTURE DO NOT INCREASE THE CAPACITY OF THE STRUCTURE TO RESIST THE 2020 FLORIDA BUILDING CODE PRESCRIBED APPLIED WIND LOADS. THE CLIENT AGREES THAT CHRISTOPHER C. KATHE, INC. LIABILITY SHALL BE LIMITED TO THE TOTAL OF THE STRUCTURAL DESIGN FEE RECEIVED UNDER THIS AGREEMENT. (REVISIONS BY BUILDING PERMIT CCK ISSUE 05/28/21 U z� w . LiJ Q Wz=o z Of o ~woz�o E 0 �<�=cool- o � Z <a Uv>wo� E �a00zc��l© _cn�_ja-0 a- E�° 01--oo ID 0 - uz Q o = U U U Z Q O W�= emu zom j � 110 Q „ W QW = U n ch QwCI_ O W m M (� Q o-�w i 0 z :�i W NQQ w Q m O L_L__ Digitally by CHRISTOPH CHRISTOPHERdCKATHE ale:1.05.2 ER C KATHE 16:05502-04'00 $ �p?HER G�RtIFIcyT� Irq�yc� N0.36820 q STATE OF NAL THIS ENG\ THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER C. KATHE ON 05/28/2021 ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. UF2AWN CCK CHECKED CCK DATE 05/28/2021 SCALE AS NOTED JOB N0. E21-020 SHEET SHEET 3 OF 3