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533 ATLANTIC BEACH CT - NEW HOME DRAWINGS1/2" - 1'-0" BRICK VENEER ON CONC/ CMU FOUNDATON - SEE STRUCTURAL FILL CAVITY W/ GROUT BRICK WALK - SLOPE FROM BLDG #5 TOP, CONTINUOUS BRICK FLOOR W/ 1'-01' �11 4" SAILOR BRICK EDGE ON SLOPED 4" CONC - SEE FOUNDATION PLAN . d d 20"x10" CONC FOOTING W/ ° v _ 10" EXTENSION TO SUPPORT G 1'-8" �ic"-- STEP FORMING 2 6 x10 FOOTIN n K`2 BRICK STEP SECTION ADJACENT GARAGE WALL 1x6 T&G V -JOINT GATE W/ Z1x15/8" (RIPPED 1x4) AZEK EDGE SURROUND W/ GRAVITY HINGES W/ 1x4 BACKING WHERE REQUIRED JLH ADJACENT SCREEN --� ---- ' _� WALL 5 YV 7' SLOPED ROWLOCK CAP TO ` SHED WATER? SCREEN PORCH 1.5 #3 CONT 678 WEST GARAGES DOUBLE WYTHE BRICK W/ 380 #4 VERT @ 24" O.C. (FILL 720 EQUIPMENT PADS CAVITY W/ COURSE SAND p % CONC GROUT) ' + 11 d- #4 VERTICAL DOWEL W/ STD 90 BEND INTO sem.v FOOTING @ 24" O.C. - LAP 24" MIN SITS PLAN ' lu 121lx27" CONC FOOTING W/ 0%% 345 CONT & #4x1'-9" - +9.091 +9.09' PERPENDICULAR @ 24" O.C. �? `ate- - SEE STRUCTURAL 6/S-5 r- _ 21-3" BRICK SCREEN WALL SECTION 1/2" - 1'-0" BRICK VENEER ON CONC/ CMU FOUNDATON - SEE STRUCTURAL FILL CAVITY W/ GROUT BRICK WALK - SLOPE FROM BLDG #5 TOP, CONTINUOUS BRICK FLOOR W/ 1'-01' �11 4" SAILOR BRICK EDGE ON SLOPED 4" CONC - SEE FOUNDATION PLAN . d d 20"x10" CONC FOOTING W/ ° v _ 10" EXTENSION TO SUPPORT G 1'-8" �ic"-- STEP FORMING 2 6 x10 FOOTIN n K`2 BRICK STEP SECTION ADJACENT GARAGE WALL 1x6 T&G V -JOINT GATE W/ Z1x15/8" (RIPPED 1x4) AZEK EDGE SURROUND W/ GRAVITY HINGES W/ 1x4 BACKING WHERE REQUIRED JLH ADJACENT SCREEN --� ---- ' _� WALL N 1x4 BORDER FRAME & DIAGONAL AT BACK SIDE SHOWN DASHED GATE ELEVATION �1/2" = 11_011 CONTRACTOR SEVICE/, STORAGE AREA SHOW ,HATCHED SLOPE DRIVEWAY TO MEET EXIST PAVEMENT ATLANTIC BEACH COURT 42"x40" ALUMINUM GATE s ' , , 10!1g/�� 28-811 +9.0' 141-011 8 ""1" 'GA "mR E O +8 000, Ole, � , 1-010,00, 1/'11 r WEST GARAGE a0 a0 SLAB ELEV +9.17' c6l Lj+9,09 +9,09 v A E A O C 8. ' F +8.7' ARROWS INDICATE SURFACE DRAINAGE Voti 0 10 GOLF \\0' COURSE 40" BLACK ALUMINUM �� Ate, ��� •R BLACK ALUMINUMPICKET FENCE/4011 PICKET FENCE 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING TRASH/ � CYC G S W/ PR OF 48"x41" GATE 61_,41 - SEE 3/Al 361_811 `. Al 6>> 18�_0ii ;BAGS/ Oft 3' PAV R WALK +9.0 --I _. 5Q tt■� +9. ' ±9.0ii 0 R FRONT PORCH -- 7' 2424 SF ` GATES SCREEN PORCH _ fI 020701 EAST GARAGES 678 WEST GARAGES O 380 �a�° O 720 EQUIPMENT PADS N 1x4 BORDER FRAME & DIAGONAL AT BACK SIDE SHOWN DASHED GATE ELEVATION �1/2" = 11_011 CONTRACTOR SEVICE/, STORAGE AREA SHOW ,HATCHED SLOPE DRIVEWAY TO MEET EXIST PAVEMENT ATLANTIC BEACH COURT 42"x40" ALUMINUM GATE s ' , , 10!1g/�� 28-811 +9.0' 141-011 8 ""1" 'GA "mR E O +8 000, Ole, � , 1-010,00, 1/'11 r WEST GARAGE a0 a0 SLAB ELEV +9.17' c6l Lj+9,09 +9,09 v A E A O C 8. ' F +8.7' ARROWS INDICATE SURFACE DRAINAGE Voti 0 10 GOLF \\0' COURSE 40" BLACK ALUMINUM �� Ate, ��� •R BLACK ALUMINUMPICKET FENCE/4011 PICKET FENCE 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING TRASH/ � CYC G S W/ PR OF 48"x41" GATE 61_,41 - SEE 3/Al 361_811 `. Al 6>> 18�_0ii ;BAGS/ Oft 3' PAV R WALK +9.0 --I _. 5Q tt■� +9. ' ±9.0ii 0 R FRONT PORCH LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134, 135, 136, & 137 OF THE CURRENT PUBLIC REORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V.D. (1988). SITE PLAN 1" = 10'-0" MAIN HOUSE SLAB ELEV +11.0' +9.0' 18'-0" +8.4 8'- 0" Apt 0' 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING EQUIPMENT 1 +9.0' +9.6 5� 8 7' 2424 SF ` GATES SCREEN PORCH +9�O' EAST GARAGES 678 WEST GARAGES O WALKS 380 �a�° O 720 EQUIPMENT PADS \,J --- & WALLS % \61 PAVER 51874 SF + 11 of 13 N o RECYCLING SCREEN WALL sem.v v C SITS PLAN ' lu 0%% +9.091 +9.09' C _ '' �'• \ Gs �i \ +9.0' O O t CO N 8 1, $ EAST GARAGE ___---- CD � SLAB ELEV +9.17' t 9-4 PORTA LE TOILET _ LOCAT ON +8,841 +9.0' E K ---------- ---- 8-- SWALE----------------- 1 S01 °38'09"W 128.79' 28'-1y2l' 25,_q.y2" LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134, 135, 136, & 137 OF THE CURRENT PUBLIC REORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V.D. (1988). SITE PLAN 1" = 10'-0" MAIN HOUSE SLAB ELEV +11.0' +9.0' 18'-0" +8.4 8'- 0" Apt 0' 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING EQUIPMENT 1 +9.0' +9.6 5� SCREENED PORCH +9.0' �s 1` 24 -4�2"' SE'TB'ACK CD d- 4_5' _SIDE SETBACK O� W �j N + 42"x40" ALU GATE 121_011 25_5%" PROJECT INFORMATION FLOOD ZONE: X NO EXISTING TREES REMOVED, APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-9" INDEX OF DRAWINGS Al SITE PLAN A2 19T FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS A5 ELEVATIONS A6 FOUNDATION PLAN A7 ROOF & SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN A9 WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 1ST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN S-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS S-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS & DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS S-10 THREADED ROD SYSTEM S-11 DETAILS) SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR, O SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 12,880 SF PR 36"x40" ALUM 2424 SF ` GATES SCREEN PORCH +9�O' EAST GARAGES 678 WEST GARAGES 866 WALKS 380 �a�° O 720 EQUIPMENT PADS ,�. & WALLS `- \61 PAVER 51874 SF + WALK _>0 of 13 N o RECYCLING SCREEN WALL °h 0,10 a - SCREENED PORCH +9.0' �s 1` 24 -4�2"' SE'TB'ACK CD d- 4_5' _SIDE SETBACK O� W �j N + 42"x40" ALU GATE 121_011 25_5%" PROJECT INFORMATION FLOOD ZONE: X NO EXISTING TREES REMOVED, APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-9" INDEX OF DRAWINGS Al SITE PLAN A2 19T FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS A5 ELEVATIONS A6 FOUNDATION PLAN A7 ROOF & SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN A9 WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 1ST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN S-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS S-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS & DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS S-10 THREADED ROD SYSTEM S-11 DETAILS) SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR, O SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 12,880 SF HOUSE 2424 SF FRONT PORCH 107 SCREEN PORCH 640 EAST GARAGES 678 WEST GARAGES 866 WALKS 380 DRIVEWAY 720 EQUIPMENT PADS 59 & WALLS ADDED GATE AT GARBAGE/ TOTAL IMPERVIOUS 51874 SF chkd JWTS 45.6% 40" BLACK ALUMINUM PICKET FENCE COMMUNITY DEVELOPMENT APPROVED ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Q Fisher & Simmons Architects, Inc. J D 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida z 0 AA C000138 904-247-1800 U 1 7/9/18 ADDED GATE AT GARBAGE/ comm 1710 1drwn JBS chkd JWTS date 5/9/18 of 13 N o RECYCLING SCREEN WALL °h SITS PLAN ' lu d - J -17 co 0 o d - N d- ao N r 10'-811 15 N11 AC 14 �ONDEN'R 411 u �ELEC WATER HEATER 2211x30" ATTIC ANNEX ACCESS 10"_81'x15'-7" F- -1 I I I L_ .- J 8'x7' OVERHEAD DOO 8'-01 14 9 .A11 10 28'-811 131_811 71_611 2646 DH - 16 N11 WALL MONTED HANDRAIL 36" ABOVE NOSING WEST GARAGE 27'-7"x22'-11" 91x7' OVERHEAD DOOR 31_81 91_011 21 411 17 311 DIA DOWNSPOUT A1� 811 3" DIA DOWNSPOUT 0 1 30" PULL -DN ATTIC -- ACCESS LADDER p O d- O N 0 I x7" OVERHEAD DO 91_011 401' BLACK ALUMINUM 6'-4" PICKET FENCE - SEE 51_411 u l SITE PLAN 48" BRICK WALL W/ 15 - RROWLOCK CAP CON - 1 CEALING TRASH/ �n Al ECYCLING GARBAGE/ OF 48"x41" GATE _ R CYCLE - SEE 3/A1 Cq7 J-11 r 1 A9 3' PAVER WALK 1 Al 36'-6'1 181_411 81_411 41_01 181 -roll 61-4)/411 61., 2 y811 4'-3y4rr 4'-11'1 5'-55/8" „ 11 41-53/411 48 BRICK WALL 3' PAVE 4 -101-011 41_411 '- W/ ROWLOCK CA WALK 2848 DH 2848 FX CONCEALING , 1 EQUIPMENT N ID I I AC AC GAS GENERT R 1 A9 LA NDRY I PA ITRY,� I CONDENSER CONDENSE R '� 1 8'-7"x7'-1" I 8 6p x7 -1 I Al IW I ' LIGN I 2848 DH 2848 DH I 1L I 1 1 i 42" HIG WALL o j� 8 7 1z I 1 , Q Q 1 -____-- N BETWN COLUMNS 11" 1 W19) j z 0-4I I OVENS --J I Q 1 -SEE A A5 UP 14R OVERS 3211 PCKT 32"' PCKT GAS RANGE @ 7.33" WALK - - N = - 32"x8 " HAL 1 3 11 HALF �_ U.C. GAS d- " PCKT KITCHEN DW REF BURNER N 2R@7!/1811 G A _ DNS 2 7" 11 ' 171 17,rx _ DN 6" \ 3 SEDC _ ¢ 00 3 x80 CA _ IIX8011 � c _ OPNG 1 SINK% Z 0 GAS STUB - e) - BUILT-INS O 1 - °O SUMM R OUT FOR R EQ C REiF T O KITCHEN FRYER F- t9 1 N 81_011x 8 .., I I 9 y41 3, _ 10 3/4 , 31 6„ 31 61 1 o I N 11 ------- ------- `� IM U PW 32 1 T �- 5 ao 61_211 3611 I I A9 AS 3' PAVER � 5'-6" RAIL WALK N V- -_ 1_73/411 31_211 ,�1_2u 51_73 11 I 0j 6x6 STEEL TUBE 3" DIA DOWNSPOUT - FRONT PORCH O " 640 SF COLUMN - SEE 678 SF N 866 I I TUB A__LI_G_N _ ____ STRUCTURALNOT u- 10 �---- 12 "PERMACAST TUSCAN 2 A9 CL 3211�- (I rn CL ALIGN DINING Wi N i COLUMN & HALF PILASTER I (CLOSET I I ALIGN 3' �s I 1101-5x 30" PCKT 171-17"x II 71-011 J - TYP FOR 2 EACH O j LMASTER _ 0 ___-- ----- -BATH - 10'-811 15 N11 AC 14 �ONDEN'R 411 u �ELEC WATER HEATER 2211x30" ATTIC ANNEX ACCESS 10"_81'x15'-7" F- -1 I I I L_ .- J 8'x7' OVERHEAD DOO 8'-01 14 9 .A11 10 28'-811 131_811 71_611 2646 DH - 16 N11 WALL MONTED HANDRAIL 36" ABOVE NOSING WEST GARAGE 27'-7"x22'-11" 91x7' OVERHEAD DOOR 31_81 91_011 21 411 17 311 DIA DOWNSPOUT A1� 811 3" DIA DOWNSPOUT 0 1 30" PULL -DN ATTIC -- ACCESS LADDER p O d- O N 0 I x7" OVERHEAD DO 91_011 401' BLACK ALUMINUM 6'-4" PICKET FENCE - SEE 51_411 u l SITE PLAN 48" BRICK WALL W/ 15 - RROWLOCK CAP CON - 1 CEALING TRASH/ �n Al ECYCLING GARBAGE/ OF 48"x41" GATE _ R CYCLE - SEE 3/A1 Cq7 J-11 r 1 A9 3' PAVER WALK 1 Al 36'-6'1 181_411 81_411 41_01 181 -roll 61-4)/411 61., 2 y811 4'-3y4rr 4'-11'1 5'-55/8" „ 11 41-53/411 48 BRICK WALL 3' PAVE 4 -101-011 41_411 '- W/ ROWLOCK CA WALK 2848 DH 2848 FX CONCEALING , 1 EQUIPMENT N ID I I AC AC GAS GENERT R 1 A9 LA NDRY I PA ITRY,� I CONDENSER CONDENSE R '� 1 8'-7"x7'-1" I 8 6p x7 -1 I Al IW I ' LIGN I 2848 DH 2848 DH I 1L I 1 1 i 42" HIG WALL o j� 8 7 1z I 1 , Q Q 1 -____-- N BETWN COLUMNS 11" 1 W19) j z 0-4I I OVENS --J I Q 1 -SEE A A5 UP 14R OVERS 3211 PCKT 32"' PCKT GAS RANGE @ 7.33" WALK - - N = - 32"x8 " HAL 1 3 11 HALF �_ U.C. GAS d- " PCKT KITCHEN DW REF BURNER N 2R@7!/1811 G A _ DNS 2 7" 11 ' 171 17,rx _ DN 6" \ 3 SEDC _ ¢ 00 3 x80 CA _ IIX8011 � c _ OPNG 1 SINK% Z 0 GAS STUB - e) - BUILT-INS O 1 - °O SUMM R OUT FOR R EQ C REiF T O KITCHEN FRYER F- t9 1 N 81_011x 8 .., I I 9 y41 3, _ 10 3/4 , 31 6„ 31 61 1 o I N 11 ------- ------- `� IM U PW 32 1 T �- 5 ao 61_211 3611 I I A9 AS 3' PAVER � 5'-6" RAIL WALK N V- -_ 1_73/411 31_211 ,�1_2u 51_73 11 I 0j 6x6 STEEL TUBE 3" DIA DOWNSPOUT - FRONT PORCH O " 640 SF COLUMN - SEE 678 SF _ 866 I I TUB A__LI_G_N _ ____ STRUCTURALNOT u- 10 �---- 12 "PERMACAST TUSCAN 2 A9 CL 3211�- (I rn CL ALIGN DINING Wi N i COLUMN & HALF PILASTER I (CLOSET I I ALIGN 3' �s I 1101-5x 30" PCKT 171-17"x II 71-011 J - TYP FOR 2 EACH O j LMASTER _ 0 ___-- ----- -BATH - 3011 0 91_111 121}'21191-4Y411 W z 101_6,1 111_011 r--------=- ALIGN 1 11 18 =5y4 Q 0.. 30 3'-6 Y211 UP 20R SHOWER 31_71 x _ 0 9Y ' 1'-0133/41 51_0(11 31_411 „ @ 094 cn 33 2 _ 6il "x41- 10 z 10 0 ao � 0 11 10 ul 0 �L--------- 6 j Q uj RONT 0� <z 1 1-------- �___--------------- -a- - - PAVER AUTO COURT ORCH =� DN 7'-� - -- -- -- FOYER _ U -- - - - - - l` - �0 2 141-1"x121-014 N _ DN 7' Ch D 2 7" LOPE 111 0 ►� 0 - co N I z _ OW V --- � N O O cn 4 9 A 10 21 _ 1 91_411 91x7' OVERHEAD DOOR EAST GARAGE 12'-1"x22'_11" 71-611 4 NOTES: 1. VERIFY ALL DIMENSIONS. 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS OTHERWISE NOTED. FOS = FACE OF STUD. 3. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL FOR 130 MPH WINDS. 4. DESIGN MEETS REQUIREMENTS OF 2017 FBC-R USING ASCE-16 DESIGN CRITERIA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MEET REQUIREMENTS OF FBC-R TABLE R301.7, 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP #2 KD (SPIB) OR APPROVED EQUAL. ALL TIMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%. 6. ALL METAL FASTENERS, CONNECTORS, ANCHORS, & HARDWARE THAT ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL (A304 OR A316) OR HOT -DIP GALVANIZED, CONTRACTOR SHALL VERIFY COATING REQUIREMENTS W/ TREATED WOOD & METAL CONNECTOR MANUFACTURER. 7. ALL EXPOSED EXTERIOR FASTENERS TO BE STAINLESS STEEL. 8. ALL EXTERIOR WINDOWS & EXTERIOR DOORS SHALL MEET WIND PRESSURES INDICATED ON SHEET S11. 9. PROVIDE 5/8" TYPE X FIRE RATED GYPSUM BOARD AT CEILING SEPARATING GARAGE FROM HABITAL SPACES ABOVE, 10. 3/411 APA RATED T&G FLOOR SHEATHING SHALL BE GLUED & NAILED TO SUPPORTS WITH 10d NAILS @ 411 O.C. EDGES & 6" O.C. FIELD. 11. ALL DOORS AT FIRST FLOOR ARE 81-0" AND AT SECOND FLOOR DOORS ARE 7'-011 U.N.O. 12. ALL CONSTRUCTION TRAFFIC & DELIVERIES SHALL BE THROUGH THE DUTTON ISLAND GATE. 13, JOB SITE SHALL BE KEPT CLEAN. NO SIGNS OR MUSIC ALLOWED ON-SITE EXCEPT ONE G.C. SIGN MEETING ABCC SIGN POLICY. 01 14. G.C. TO SCEDULE ON-SITE REVIEW W/ ARB REPRESENTATIVE AFTER ,a LOT CORNERS ARE STACKED AND ONE WEEK PRIOR TO OCCUPANCY �L AFTER LANDSCAPING IS COMPLETE, 00. 15. WORK ON-SITE IS LIMITED TO M -F 8:00-6:00, SATURDAY 9:00AL NO WORK IS ALLOWED ON SUNDAYS, NEW YEARS DAY, MEMORIAL DAY, JULY 4TH, THANKSGIVING, & CHRISTMAS. WORK MUST END BY < 3:00 PM ON NEW YEARS EVE & CHRISTMAS EVE. 'F 16. WHERE POSSIBLE GROUP PLUMBING VENT STACKS & LOCATE ON ROOF SLOPES CONCEALED FROM ADJACENT ROADS. STACKS SHALL NOT EXTEND OVER 1211 ABOVE ROOF & SHALL BE PAINTED TO MATCH ROOF COLOR. D @-p,Al \ U = - 6' PAVER WALK 00O 31_411 , - (D a 00 z = 32 N � " ��.ALIGN Q `� ---- J - ALIGN—5',_,4,y21 ,-143/ 31_311 31-311 2'-10Y41 3'-3" cn A8 A o �. C L - A 11x (I `� p 3 DIA DOWNSPO To 5'-3' ( I O N SCREENED AS STUB -OUT 7 301' N I I PORCH FOR FUTURE PIT 10 LIVING 12'-0"x48'-3" U E ST 171--7"x 9p �? I = STUDY/GUEST OYx 41-6" 3O" PRE- AB ME AL 161-111 281-811 " 0 GAS FIREPL CE 6x6 STEEL TUBE ,_ ,_ 11 31_21, 21_ 11 d COLUMN - SEE 2 11 4 9 0 STRUCTURAL --------------- 3roll 61_411 5411 ASED _ FIG LASS \ 54„ CASED —, AD DOOR �- OPNG r` T O NG 40” BLACK ALUMINUM PICKET FENCE SEEBAT --------------9'x7" OVERHE51_01lx8,_10" SITE PLAN r EAST GARAGE 15'-1"x22'-11" 14 GONDE SER 51_411 A11 81_411 281_1y211 II �y 41083 SF FRONT PORCH 107 " 640 SF EAST GARAGE 678 SF d- 866 TUB A__LI_G_N _ ____ 31_ LIN u- 10 �---- ALIGN J, r------- i , 30" Wi II � 1=, I (CLOSET T- �s I 1101-5x 30" PCKT N 32,1 II 71-011 _ 101-5"x Oil 1 1-------- LMASTER _ 0 ___-- ----- -BATH - 131-6"x _ I �------ J 3011 PCKT 101_6,1 111_011 r--------=- Ir------� II �y 41083 SF FRONT PORCH 107 SCREEN PORCH 640 SF EAST GARAGE 678 SF i i IM 866 TUB u- 10 �---- ALIGN CLOSET - 21_611 GLASS WAL I1 32 I 1 101-5"x - ' 1 1 1 111_011 30 p SHOWER 31_71 x 6il "x41- 6,_ 01" 0 II � O �L--------- 1 1-------- �___--------------- ---- ---- l` 1 t N 2020 FXD 2020 FXD 1_ 11 1111 1)21, 21_811 41_711 ld 21-$11 41-35/411 31-811 6 11y2 51_4 y 1 2 2 3 A9 FIRST FLOOR 11 _ 1 _ 11 1/4 - 1 0 MASTER 171-7"x16'-511 A9 40" BLAC ALUMINUM— PICKET FENCE W/ 4211 GATE - SEE SITE PLAN 9'-1ly211 181_011 4 32"5 A9 A9 N 0 N J D N 7" 0 NJ 41_4y211 10" PERMACAST COLUMN -TYP FOR 9 D a0 HOT TUB 3 FULL HT FIXED LOUVERED PANELS SIM 4 Nk A9 12'-011 FIBERGLASS SCREEN IN ALUM FRAME TYP 1 AREAS: FIRST FLOOR 2424 SF SECOND FLOOR 1119 TOTAL ACID 31543 SF GARAGE APARTMENT 540 SF TOTAL ACID 41083 SF FRONT PORCH 107 SCREEN PORCH 640 SF EAST GARAGE 678 SF WEST GARAGE/ANNEX 866 GRAND TOTAL 61374 SF COMMUNITY DEVELOPMENT MiVRI"ONVED '3) co ROICK RESIDENCE 1 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc, a J 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N AA C000138 0 904-247-1800 v 1 7/9/18 ADDED DOWNSPOUTS & comm 1710 drwn JBS chkd JWTS data 5/9/18 2 of 13 uI ah. 0 GATE AT GARBAGE WALL > FIRST FLOOR DEANA2 1 STANDING Sr- M i r — -I I I L - J 90 r u 1► ii 11 u II u 11 U II ROOF BELOW � I F CL 1 415 1 FL co 1_ -METAL AllLil- 6,_2„x I_J J r ---------- I 221Ix ATT 01I C --- ------ - � 1 111- 4"x 61 _ 211: I r ACC SS i - -' 2020 FXD --- 0 _r N 1 I 1 I 8" PCKT I --- -- i' - I 1 ALIGN - -- I _ N I I = r 0 N _--_– tu 1 13 c G I BLE STANDING SEAM a GUEST 1 I ROOF I i I I �TANDIN,G ET I S L OOF AM BE OW - � I I 3 8 I I rn ALIGN 1 _ I I 5" A2 KUUIVV vU I 1 L..1-, 311 DIA DOWNSPOUT 51_9y411 I, 81 _ 6 3/411 2-24; , 0 CLOSET I= - W/ SLOPED N CEILING co N ALIGN 32"x80" _t d' I 3211x8011 I I L BATH I 51_11IX 1 101-101, - - - - ALIGN p SINK I . 12 A11 C. U. RIE F 51.6511 ATTACH DOWNSPOUTS TO 4" DIA PVC UNDERGROUND TO POP -OUTS IN FRONT YARD 281-811 81-63/411 51-9y411 D 2-2420 FXD 12 oA11 D O I- STOR/ ! N EQUIP N 32"x8011 GUEST SUITE 16'-7"x22'-111' WALL MONTED HANDRAIL 36" ABOVE NOSING 3611 HIGH WALL W/ 1x6 CAP W CASINGS EACH SIDE 44 C MT -24 8 S TA DIe0O S AM IET L BE OW 8'_10y2" 171-81' 8'-9y21I 6'-4" 10'-5" 161_911 51_811 31_811 41 _ 2 3/411 I 3 " N 14 _ 7'-10y2" 4 -7 /4 7.n - - -11 C4 �j 0 __ ST NDING SEAM ll- ME AL ;ROOF BELOW 7111 O 1 I N I I— N I 1 I 2036 I I , -F— I ` STANDING Sr- M i r — -I I I L - J 90 r u 1► ii 11 u II u 11 U II ROOF BELOW � I F CL 415 1 FL co 1_ -METAL AllLil- 6,_2„x I_J J r ---------- N BATH 3'-11u '-10y2' I --- ------ - 1 111- 4"x 61 _ 211: L_J I i - -' 2020 FXD --- 1 I 8" PCKT I --- -- i' I 1 ALIGN - -- I _ I I = r 0 N _--_– tu 1 I --METAL STANDING SEAM a GUEST 1 ROOF i 141_0„x11'_8” BELOW 1 11 3 8 I I rn ALIGN 1 _ I 311 DIA DOWNSPOUT I __ ' 1-- ----- RAILIN - --- L � ---- I-- I 3 211 DW 2OR 1 10 0 7.09411 - ---- - - I i 3 It 7 8 /4 I D 1 t C!) O -_ /� WINDOW SEAT X Z o - SEE 11/A10 LjU0 F_ 0 di 1 m Q U ' I - -fv ---- LOFT o 11 -- 11 2O'_41I+x151_8n ------ - "n -- ; -- -------------- 1 � S' N as I Ute_ cv r u10 Q I STANDING SEAM N p u.t i METAL ROOF BELOW 3" DIA DOWNSPOUT - - i i i i- --- i W z -.- — - 171_8 /411 A ; 1 _------ W , TANKLESS GAS - �- I -------- WATER_ I 3211 3 211 41 I- I HEATER I I I - O -- --22"x--- -- -30 - - " ATTIC i ALIGN 3'I DIA DOWNSPOUT511 y ROUND GUTTER z ACCESS --_- _- I "TYP UNLESS CENTERED I— ' � I - I OR NOTED OTHERWISE --- -- 'o 30"xGO" ATTIC --- --- --- — 1en ' ACESS DR - GUEST 2 I N LOCATE BETWN STORAE14,1-011x111_811 0 TRUSSES 7h_0"x11'G-81 N I ' 1 ICHIMNEY - - ;FLUE FROM i--- ------- 1BELOW ALIGN I ST ND NG EA METAL I ROOF BOLOVI 0 i 1 _ I t� 1 � 1 I � I 1 N I r N 13 T GABLE I A11 1 I I I I I � i I 1 I I I 1 1 i STAN IN SE M ETA R OF EL W I I I I 1 I I I I - ----------- - --- ----- - H U _1 H U - I 28'1 PCKT 2020 FXD BATH I - - - ------ -- - I - 1_ " 1_ 11 0 ;W CL 11 4x6 2 I 3 1' L11-811 I_ 31 61_21Ix ------ _------ --- — I i_611 d- I 31-1111 N I I — — 1 I I I SMT 1 1 10XII 41_ 3/41, 41-7 3/4LI ST NDI G EAM ME AL 00 BE 'LO I I I SECOND FLOOR SEE SHEET A2 FOR NOTES, 1/411 = 11_011 W J 00 U) r-� I I L _ J - ---- 00 V �f36" PRE -FAB METAL FIRE- PLACE LIVING ROOM SECTION 1/411 = 11-011 COMMUNITY DEVELOPMENT APPROVED 4 Nv �"O\ 0\1 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH) FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA C000138 U 1 7/9/18 ADDED GUTTER & DOWN- comm 1710 Tdrwn JBS chkd JWTS date 5/9/18 3 or 13 0) ah. 0 SPOUTS SECOND FLOOR PLANA 3 Iu d- r — -I I I L - J 90 r u 1► ii 11 u II u 11 U II c4 415 1 FL co r ---------- N L_J �f36" PRE -FAB METAL FIRE- PLACE LIVING ROOM SECTION 1/411 = 11-011 COMMUNITY DEVELOPMENT APPROVED 4 Nv �"O\ 0\1 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH) FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA C000138 U 1 7/9/18 ADDED GUTTER & DOWN- comm 1710 Tdrwn JBS chkd JWTS date 5/9/18 3 or 13 0) ah. 0 SPOUTS SECOND FLOOR PLANA 3 Iu r — -I I I L - J 90 r �f36" PRE -FAB METAL FIRE- PLACE LIVING ROOM SECTION 1/411 = 11-011 COMMUNITY DEVELOPMENT APPROVED 4 Nv �"O\ 0\1 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH) FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA C000138 U 1 7/9/18 ADDED GUTTER & DOWN- comm 1710 Tdrwn JBS chkd JWTS date 5/9/18 3 or 13 0) ah. 0 SPOUTS SECOND FLOOR PLANA 3 Iu 90 r u 1► ii 11 u II u 11 U II c4 415 1 FL �f36" PRE -FAB METAL FIRE- PLACE LIVING ROOM SECTION 1/411 = 11-011 COMMUNITY DEVELOPMENT APPROVED 4 Nv �"O\ 0\1 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH) FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA C000138 U 1 7/9/18 ADDED GUTTER & DOWN- comm 1710 Tdrwn JBS chkd JWTS date 5/9/18 3 or 13 0) ah. 0 SPOUTS SECOND FLOOR PLANA 3 Iu • rn 1 91 12 1211 PERMACAST4 SQUARE TUSCAN COLUMN • ,�Ilntr — 121 SOUTH ELEVATION 1/411 = 11-011 COPPER OR ALUM CHIMNEY CAP SEE NOT A BRICK VEN ER ON WOOD FRAMED CHIMNEY W/ 3 OFFSET ROWLOCK C URSES AT TOP W/ ALUM CAP SPARK ARRESTOR 12 1 9 1 L4- 91 12 2x6 HORIZONTAL - SCREEN PORCH W/ q, 1011 PERMACAST COLUMNS NORTH ELEVATION SEE ADJACENT SCREEN PORCH 1 411 = 11-011 ELEVATION FOR VIEW WITHOUT SCREEN COPPER OR ALUM CHIMNEY CAP SEE NOTE A BRICK VENEER ON WOOD FRAMED CHIMNEY W/ 3 OFFSET ROWLOCK COURSES AT TOP SEE 1/S-6 T � I STANDING SEAM METAL ROOF BRACKETS SUPPORTING OVERHANG 12 18 CEDAR SHINGLE SIDING N 1 BRICK VENEER FOUNDATION CORNER HALF PERMACAST.. COLUMN Gni art Wel F roll PFRMAr.AAT nnbAl=D ue1 P 01=10UAr.AST �, STACKING SLIDING GLASS SLIDING GLASS DOORS DOOORS NORTH ELEVATION INSIDE SCREEN PORCH 1/411 = 11-011 74 NOTE: SHINGLE SIDING IS EVEN BUTT (STRAIGHT EDGE) THOUGH SHOWN STAGGERED ON ELEVATIONS TO INDICATE TEXTURE. NO A: PP O AL M CHIMNEY CAP EQ TO EUROPEAN COPPER CHIMNEY POTS #H8467 (AVAILABLE THRU EARTHCORE) OR ENVIRONMENTAL CHIMNEY SERVICE (ASHEVILLE, N.C.) HIPPED SINGLE FLUE CHIMNEY STANDING SEAM METAL ROOF CEDAR SHINGLE SIDING BRICK VENEER COMMUNIiVDEVELOPMENi FOUNDATION APPROVED ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA a Fisher & Simmons Architects, Inc. i 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA C000138 U 1 7/9/18 ADDED GUTTERS, CHIMNEY comm 1710 1 drwn JBE) Ichkd JWTS dat. 5/9/18 4 of 13 N o CAP>1 I, & 2x6 0 SCREEN PORCH an. N ELEVATIONS A4 1, 4/12 SLOPED SHED ROOF BETWEEN DORMERS 0 STANDING SEAM w METAL ROOF 0 0 -j CEDAR SHINGLE *.-4 SIDING 12 N , SCREEN PORCH W/- 1011 PERMACAST SQUARE COLUMNS 2x6 HORIZONTAL- - SEE 4/A9 I 12 10. 5 , 11MININ1N1■INIEU a" 0 �� SCREEN PORCH KITCHEN 421' HIGH SHINGLE WALL ON 2x4 STUDS W/ 2x6 CAP & 1x4 CASING BETWEEN COLUMNS AT SUMMER KITCHEN ' SUMMER KITCHEN COUNTER & ALUM FRAME W/ BACK SPLASH FIBERGLASS LAPPED CEDAR SHINGLE SCREEN' SIDING OVER TYVEK HOUSEWRAP ON Y211 RATED 1011 PERMACAST SHEATH'G ON 2x4 STUDS SQUARE COLUMN 0 1611 O.C. N COLUMN PLAN SECTION BRACKETS— SUPPORTING OVERHANG A COPPER OR ALUM CHIMNEY CAP - SEE NOTE A • BRICK VENEER ON WOOD FRAMED CHIMNEY W/ 3 OFFSET ROWLOCK COURSES AT TOP - SEE 1/S-6 12 10.25 __ LJ i DORMER ROOF BEYOND FRONT PORCH ROOF BEYOND 2 12 BRACKETS SUPPORTING 91 OVERHANG 111111 IIIIIIILLI TT i METALI ROOF NG AM II I �o o I 1 00 CEDAR SHINGLE SIDING ti C( oLit U) en r I 00 a0 BRICK VENEER FOUNDATION ----------------------------------------------- -- ------- - - - - - - - - - - -- PANTRY LAUNDRY COVERED WALK DOUBLE GARAGE SMALL GARAGE ROOF WEST ELEVATION 1/411 = 11_011 COPPER OR ALUM CHIMNEY CAP - SEE NOTE A BRICK VENEER ON WOOD FRAMED CHIMNEY W/ 3 OFFSET T7 17 1 ROWLOCK COURSES AT TOP c+7 DORMER ROOF BEYOND 12 0.2 1 .25 12 12 Lj 9 9 STANDING SE �,M� METAL ROOF J. 12 110.25 CEDAR SHINGLE O •- SIDING I _t 00 r COVERED WALK ROOF U.11 I a0 I I I I III 11 I I III I I I I I I_Hli 11 H- i l l i 11 1 1 1 1 11 BRACKETS SUPPORTING I OVERHANG 00 a0 OVERHEAD Iit 11 11111 GARAGE - DOORS - — _j FN - -MASTERBATH ,_ „ 51_g11 rte. i.,gtt 51-611 DOUBLE GARAGE CLOSETS 5 8 BRICK VENEE FOUNDATION EAST ELEVATION F SOUTH GARAGE NOTE: 1/4" = 1'-0" EAST ELEVATION_OSHINGLE SIDING IS EVEN BUTT 1/411 - 1'-O" (STRAIGHT EDGE) THOUGH SHOWN STAGGERED ON ELEVATIONS TO INDICATE TEXTURE. NO A, PP O L AM CHIMNEY CAP EQ TO EUROPEAN COPPER CHIMNEY POTS #H8467 (AVAILABLE THRU EARTHCORE) OR ENVIRONMENTAL CHIMNEY SERVICE (ASHEVILLE, N.C.) HIPPED SINGLE FLUE CHIMNEY 4/12 SLOPED SHED ROOF BETWEEN DORMERS STANDING SEAM METAL ROOF CEDAR SHINGLE SIDING cm MASTER SCREEN PORCH W/ SCREEN PORCH 3 FIXED LOUVERED COMMIU[NITY DEVELOPMENT PANELS THIS END FFROVED� ROIC< RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc. 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 0 904-247-1800 AA 0000138 u 1 7/9/18 ADDED CHIMNEY CAP & 2x6 comm 1710 drw n J B 9- chkd JWTS date 5/9/18 5 of 13 N sh. o AT SCREEN PORCH ELEVATIONS A5 101-811 281_811 6,_4.11 I®-1=10 __-------------------- ---- -� --� 10x24 I I 12x27 1 1 I 1 Ni 8" CONCRETE! BLOCK ON -7 1 I x I 1 N 24"x10" CONI I FOOTING W/ 2 cs #4x3' -O" 1 ( 0 3-#5 CONT W/ FILLED CELL DIAGONALS AT 1 ('- & #5 VERT 01 ALL CORNERS, 11 I I L _ - INSIDE CORNER INTERSECTIONS, ENDS & 3 8 - - ( O.C. & 1- #5 ¢ONTINUOUS IN 1 I ,— TOP COURSE ; — ------ _____SAWCUT JOINT TYP I I 148" BRICK WALL W/ 1 ROWLOCK CAP CON- I d- CEALING TRASH/ 1 RECYCLING BINS I 6 18'-6" C=1 7'-11" 41-011 1 II � " �- ; ---------- ..--� I I 1 "" 41_411 6 _8 1 -Q - - - - - - 4" CONIC SLAB W/ 6x6 W1.4 I 6 -0 1 r 10x24 xW1.4 W.W.F. OVER 6 MIL VAPOR L _ _ _ BARRIER ON :CLEAN, COMPACTED, 48" BRICK WALL W/ ROWLOCK CA I I I TERMITE TR4ATED FILL I t o _ 0-11-10)l N I _______-, I 1 CONGEALING I ( ®-11_1011II �_�-__�--------------__------ I---�---- "----- ---- EQUIPMENT I �, SAWCUT JOINT TYP o I I N I - - - '� ' -� "'1 = 0-' I II DRY R 10x24 ( i 12x27 12x27 hl I ' I TIAGONALS �_ 1Ix;}- � I Ir-�---I 2AT `t'1 i I `yl (L �1 I I N Ij I ( i INSIDE CORNER x1 L_ I X Iz o of I I °D I I IWAS�fR —__—_SAWCUT JOINT TYP _— 1 II p ; o N I I 1 1 L _�-_ -- . I'------ ----------- -------------r------ -------------------- DI ------------ ----- DII '�-� I SINK if 411 CONIC EXTENSION TO _ `�`�\I i 10x24 -i ,=' ,=� i 10x24 1 1 �U Q� 12"x8" THICKENED CONIC 1 1 I I �� _� SUPPORT BRICK L\` L L ------- SIDES _ — 2- #5 CONT I - SIDES OF STEPS I -1-1---- GAS RANGE N I i II --- _ �- EDGE W/ 1 , O I I O-9 / 10 I I AT GARAGE DOORS I _ I ('� 121_4,11 1 4 "� 1 p 1 i (- 4 r o I x �. 1 GAS I I 1024 1 1 IIr---------- -- I _ I 24 __ 1024 _ - _ _ - - - _ __ _ _ = 10x24- I I o _ J it Y=j--1 GAS GRILL I 1 BURNER ' t r --n I �10x "� - -r===1— --__-, -� -- r--�-r-�- -i - r -�11"® I c� 1 i -I------1--- - - _ -�I I ii SINK �, Ilz I iil! I SLOPE 111 (( GAS STU - 1 -1 11 I N 1 ; I _ - - - - ° _ - -1 I (�EF�'/ Ir �I t- cn 1 I°I 1 I I OUT N N _ I I I F R IR �L "-'7 ---------� —c::— L26 .1 -- 1J L , 11 ----- II L -------_j I I 1 ?; L ` J' I 1 12-O _ 2 0 O 2 0 1 7,_811 1 L� -L j `�` � 1� 81-011 3 t-7 N d - N cU O �h N 1O'-811 11 ti _u 5'-8" I 8" CONCRETE BLOCK ON * 1 1 _-- _4-----0-10 - _ 31_811 91_011 2'-4 I II I 124"x10" CONIC FOOTING W/ Ii 10 I N I I � _0_g 3/411 ( I I -0-11 I i 1 2-#5 CONT W/ FILLED CELL px 1 I IL_�-- - - SIMPSON STHD14 EMBEDDEDI I IWC -3 & #5 VERT @ ALL CORNERS, 1 I I I STRAP EACH SIDE OF GARAGE o 1 I INTERSECTIONS, ENDS, & 4'-O" L' L _ _ J L 1 I DOOR OPENING, SEE 3/S-7 1 '-� Ai a--�� I I TYP TO i �-_-� � �� —moo o O.C. & 1- #5 CONTINUOUS IN (TYP FOR 6 LOCATIONS) II TOP COURSE 1 I FACE 2pce #4x3'-0" CMU STEM WALL W/ 3-#5 OF COL 1 1 N DIAGONALS AT I' �� i 1 11 VERTICAL DOWELS W/ STD 90 11 -5 III i I x INSIDE CORNER ( 1 4 CONIC SLAB W/ 6x6 _ 1 0 `� xW1.4 W.W.F. OVER 6 MIL VAPOR I SLOPE 1Y2" _0 111411 BEND INTO FOUNDATION AT 1 20 1 1�10x2�� 20"x10" DP. THICKENED I I 0 BARRIER ON CLEAN, COMPACTED, F CENTER COLUMN LOCATION = I L_ _ _ _ I \ SLAB W/ 2-#5 CONTINUOUS I TERMITE TREATED FILL i 3'-6"x3'-6"x12"d I '�- II--------, I ------------------------------- --- ---- ---- .��- - -- _ � -�-------------------- --- -- - � �--- I -i I-F?�UNi'SAi`f0�-w-T- 1 —►�- I N -10�--1 /4" r - - I t SAWCUT JOINT TYP I I 181-5j�4'" I I WAY4-#5. (2 OL,EACH OCAT ONSjL 1 O I I -0'-93/40 11 C ,� I I I I � 111 4► -11"" '-4111 i 1N - 1_211 I I -0-9:5/4"1 I � _ N 11 O I0 +01-01! ry VERIFY DIMENSIONS W/ I 1 ® L _ _ SLIDING DOOR SUPPLIER II I I I 4" CONC EXTENSION °0 1 I `n 1 I 8" CONCRETE BLOCK ON 21 4" +0'-O" 1 f 1 I TO SUPPORT BRICK �y ( ( 1 20"x10" CONC FOOTING W/ ® 0 ( I AT SIDES OF STEPS _—__—_ I 245 CONT W/ FILLED CELL I 1 1 �� „ ( I I & #5 VERT @ ALL CORNERS, �� 21.,411 21-4"x2'-4"x10"d a N I i I I I I1 \DN I SLpPE 1 1 11 INTERSECTIONS, ENDS, & 41-0 , `� '� MONOLITHIC THICKENED px I ! I " O.C. & 1- #5 CONTINUOUS IN _ SLAB POST FOUNDATION I 1 N ( OP COURSE r _ ' = w/ 3-#5x2'-0" EACH WAY. I 1 1 O ' 1 T I i1 �" 4" GONG SLAB W/ 6x6 W1.4 I 1� (2 LOCATIONS)I I I I 11-0 I I '`�'� I i 1 xW1.4 W.W.F. OVER 6 MIL VAPORTED 1 1 I I 5 J 1 \ I BARRIER ON CLEAN, COMPAG J� �; r 00 O I I 3„-93/4�� �I_T�RMlITt TREATED FILL I I I 2 SAWCUT JOINT TYP i _4 I —'�- - ----- -- -- -- ----- N -10-1 /4-- I -�---------- - -- --- ---------------- _ i CMU STEM WALL W/ 3-#5 c� 0 _._ _----------- - - I- -T _ I , I VERTICAL DOWELS W/ STD 90 " ° r--- - J - :'/--�' _ _ _ _ - J I I I 1 I L BEND INTO FOUNDATION ATI �-- 1 X %' I I CENTER COLUMN LOCATION 10 20 i 9'' , 71-111 0 o O I i I®-0-93/4" I I SIMPSON STHD14 EMBEDDED,_ 1 1 1 I i 1 3'-6"x3'-6"x12"d l I STRAP EACH SIDE OF GARAGE 3 I I 1 2 cs #4x T ' 0- 1 1 I 3 S-7 _4. I I 11 DIAGONAL S AR ( I' }- DOOR OPENING, SEE / INSIDE CORNS +01-011 n I --i 4 #5xD3A0I0EACH 11 (TYP FOR 4 LOCATIONS) l i 1 1 1:~ ® 1— i WAY. (2 LOCATIONS) I I 1 1 20"x10" DP. THICKENED I ' 1 I z (+10.7' NAVD) 1 281-81) _ I 1 SLAB W/ 2-#5 CONT 1 I; 10 1 r �- 21_81" 91_011 21_ 11 91_011 rJ1_811 Q I 1 ,; .%� I io I -- I -- SAWCUT JOINT TYP__1 1 UAV�o, 1 �, j d- IN ° ' 3 ( i-� I I 8"x8" THICKENED SLAB I ( L 21-Q" 2i_Q11 1-011 2'-011 -7 1 j I lOx U W/ #5 CONT W/ #4 i -I I 2 61_411 I i It- � 11 d xl'_0" DOWEL @ 2411 ( i (91-0-93/411 I I - - -� _7 �-- - - - - - - - I I ( iu) O.C. - SEE 4/S-4 II 10 I I SLOPE 1YY I I L_ -I e J�"--_l I lj i I ----------1 (-►-_--- ------=-�--- -- ---- 10x20p I II r I F` 10x20 10x20 I N 1 1 ( 2pca #4x3' -O" i SkIOWER' I �� 11 ¢ x I I '� I DIAGONALS AT I 1 1 I J I 1 I O I_ -- - J i( INSIDE CORNER i (� I 1 SAWCUT JOINT TYP x I ' I r �- fIFI_ I _ I I -I---------------- ------ ------ --------0-}--> 1 SAWCUT JOINT TYP I a 1 � I 4" CONIC SLAB W/ 6x6 W1.4 1 i I '- 1 ---------- - - -_ �' r--�' r- I I xW1.4 W.W.F. OVER 6 MIL VAPOR p ( j ( BARRIER ON CLEAN, COM PACTED, 0- 121lx8l' THICKENED CONIC r 10x24 TERMITE TREATED FILL EDGE W/ 2- #5 CONT I 1 I I 1 I AT GARAGE DOORS I I I 11 1 8 CONCRETE BLOCK ON , I I lz ( i IN I I l i 24"x10" CONIC FOOTING W/ uj ,p ( i to 1 1 3-#5 CONT W/ FILLED CELL 1 1 1 4. 1 1 1 I o f I I 1� I 1 1 I --3 NTERSECTIONS,LE DS,, & 41-011 1 i I '4 f J I I I p �U I I I I I I O.C. & 1- #5 CONTINUOUS IN (► 1 T TYP I 1- I N SAWCUT_ JOINT TYP _ _ 1 1 I __ SAWGUT_JOIN _ — ® -1�-loll - -- i I I 11 TOP COURSE N 1 --------- — ' -'- '1 I 1I I L 1 1 II I I i t � °I 1 1 4 CONC SLAB W/ 6x6 W1.4 1 I -----` 1 I 1 I I ( I xW1.4 W.W.F. (OVER 6 MIL VAPOR I I BARRIER ON ;CLEAN, COMPACTED,10 11 I I TERMITE TRqATED FILL 1 , I I , TUB � I ' I �1:6A ^�----_---- II K ON I2a'#4x3'-O' I ------- 8 CONCRET� BLOC I I GONALS A _10x24 _ I t,.. 20"x10" CONIC' FOOTING W INSIDE CORNER _1 _ N------------------------------------------� _�-8-3/41T — — — — — — — -0-1'14'1® I / -J 2-#5 CONT / FILLED CEL I x (----------------------- �� —__ A _ __ SAWCUT, JOIN TYP I` ----_ -..----------- L - r & #5 VERT @'I �ALL CORNERS, I I ------ -- --- ----- - ---------------------- I_ II I i� i r- i �`� SHOWER �.-' r 1 INTERSECTIO: S ENDS & 3 8 I I I x1 I O.C. & 1- #5 ONTiNUOUS IN ( i j i I O I I P I I I I �- , �1 I ( 1'-8" x 10"d CONCRETE I 1 TOP COURSE! I I I I ; WC FOOTING W/ 2-#5 CONT 1 (, jI 1 - I i 1 SEE STRUCTURAL 18x20 -1'-10" ®J I L - - - - - - - - 41 -r; -- - - _ _ - I _----J_ SECTION 5/S-5. __ 10x2 I I I L _ --------------------------- - - - - L---------- --- -'--- PA 281_1/211 25'-4/V211 OUNDATION PLAN 1/411 = 11_011 181-011 NOTE: STEP-DOWNS TO PORCHES RPOVIDE A 7" STEP +23/4" FOR BRICK FLOOR, ADJUST STEPDOWN FOR THICKNESS OF BRICK FLOOR TO PROVIDE 71' STEP, SURFACE TO SURFACE, T d- 00 d- 2'-6"x2'-6"x10"d CONCRETE FOOTING AT EACH COLUMN W/ 345x2'-0" EACH WAY - SEE STRUCTURAL SECTION 3/S-5 1'-8" x 10"d CONCRETE FOOTING W/ 245 CONT - SEE STRUCTURAL SECTION 5/S-5. 21-6"x2'-6"x10"d CONCRETE FOOTING AT EACH COLUMN W/ 3 -#5x2' -O" EACH WAY - SEE STRUCTURAL SECTION 3/S-5 1'-8" x 1011d CONCRETE FOOTING W/ 2-#5 CONT - SEE STRUCTURAL SECTION 5/S-5. 10" FOOTING EXTENSION TO SUPPORT STEP - SEE 2/A1 5 ro Lw___3 21-61Ix2'-6"x10"d CONCRETE FOOTING AT EACH COLUMN W/ 345x2'-0" EACH WAY - SEE STRUCTURAL SECTION 3/S-5 x 1011d CONCRETE FOOTING W/ 2-#5 CONT - SEE STRUCTURAL SECTION 5/S-5. 2'-6"x2'-6"x10"d CONCRETE FOOTING AT EACH COLUMN W/ 345x2'-0" EACH WAY - SEE STRUCTURAL SECTION 3/S-5 5 COMMUNITY DEVELOPMENT APPROVED (_2 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc. a 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N Z904-247-1800 0 AA C000138 U comm 1710 dawn JBS chkd JWTS dct. 5/9/18 6 of 13 N ah. 0 FOUNDATION PLAN A6 lu 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d COMMON WIRE RING SHANE NAILS @ 3" O.C. EDGES & 6" O,C, FIELD is> ATTIC f ACCESS 9/1 I —. --R G E 91 20" DEEP 4x2 FLOOR TRUSSES @ 16" O.C. 2x6 FRAMED END WALL SEE STRUCTURAL J 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d COMMON WIRE RING SHANK Q NAILS @ 3" O.C. EDGES & /XO U I- O 1 S O R yfo `�~ 6" O.C. FIELD Y T N 9/12 5/12 T L VO T S SO / 0 OF TRUS O ' 0 R N @ 24" O.C. E " .0 F L S E SECT' ,,�,�v GABIE ROOF E 9/12 8/A10 pQU 2-248 EA L 7/A /&7Z7 2-2),6 9/12 V U- _ 10.25/12 X/V URIDSE / / ~ O 9/12 r'il '7'—/ 3-13/4' x11Y4" MICROLAM BEAM 3-13/4"x11Y4" MICROLAM BEAM kll�� 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. FASTEN W/ 4-12d COMMON WIRE ROOF TRUSSES @ 24" O.C. AT NAILS EACH END (4 LOCATIONS) FLOOR SYSTEM DESIGN CRITERIA: FLOOR DESIGN DEAD LOAD LOAD w = 20 PSF 40 PSF FLOOR DESIGN FRAMING MOTE: GENERAL CONTRACTOR TO COORDINATE LOCATIONFRAMING MEMBERS WITH HVAC DUCT WORK ELECTRICAL FIXTURE LOCATIONS. INSTALL 3/411 STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING %1d COMMON ND TEN TO FLOOR TRUSSES WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD. ADJUST TRUSSES TO ALLOW FOR 30" WIDE PULL -DN ATTIC ACCESS LADDER 2x4 SYP #2 DIAGONAL -C., BRACE @ 48" O.C. FASTEN W/ 4-12d COMMON WIRE AT NAILS EACH END (4 LOCATIONS) 0 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d COMMON WIRE RING SHANK NAILS @ 311 O.C. EDGES & 6" O.C. FIELD PRE-ENGINEERED ROOF TRUSSES DESIGN LOADS: TOP TOP CHORD CHORD DESIGN DESIGN DEAD LIVE LOAD LOAD = 10 Psf = 20 Psf BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 21lx4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 12d COMMON WIRE NAILS AT EACH ROOF TRUSS INTERSTECTION INSTALL 5/8" CDX PLYWOOD ROOF SHEATHING, FASTEN TO PREENGINEERED WOOD ROOF TRUSSES w/ 8d COMMON WIRE RING SHANK NAILS @ 311 O.C. EDGES AND 6" O.C. FIELD ATTIC STORAGE ROOF TRUSS K @ 2411 O.C, U O N e0 THESE TWO ROOF SECTIONS ALIGN TARE IN THE SAME PLANE) 3�/a'x11Ya° MICR AM B AM J-13/4"x'1Y411 MICROLAM B AM -1 /81, LYW OD ROOF SHEAT IN FASTEN O ROO= TRU SES / 8d COtVN CNI IRE RING SHANK NAIi S 0 " O.C.EDG S & 61 I LD I f 1 1 9/12 9/12 i =INSIDE FACE-,," 12 OF WEBo In 12 f` MEMBER 010.25 ADJUST TOP CHORD 10.25 r, ! FOR 3,55/12 SLOPE - ROOF OR USE ao= 2x4 RAFTERS 7'-2 211 11_77/811 101_1111 1 1_911 91_9y2rr 361_5Y2" ROOF/FLOOR TRUSS A ADJUST TOP CHORD FOR S IAGONAL 1/8"=1'-O" ROOFOR / USE L20x4E 2x4 SYP #2 D BRACE @ 48" O.C. FASTEN EXTERIOR EXTERIOR RAFTERS AT EAST W/ 4-12d COMMON WIRE 5/8" CDX PLYWOOD ROOF 2ND FLR 2ND FLR� �2 TRUSS B AT NAILS EACH END SHEATHING. FASTEN TO 12 WALL WALL 12 (4 LOCATIONS) ROOF RAFTERS W/ 8d 10.25 110.2 —3.55 I COMMON WIRE RING SHANK _ NAILS @ 3" O.C. EDGES & --' 6" O.C. FIELD 7'-8 y2" 11_77%811 .14 101-511 22'_511'-7Y2" 361-5y2" ADJUST TOP CHORD 3-2x1 BEAM FOR 3,55/12 SLOPE _ ROOF/FLOOR TRUSS 5 ROOF OR USE 2x4 EXTERIOR RAFTERS J 1 2ND FLR 12 INTERIOR = WALL 12 3.55/1 ,Q A 2ND FLOO� 110,2 — 3.55 ffi WALL ' 10.25/12 p ) 17'-11y2" 131-10y211 41_7y211 —10.25/12+ Q 3 61 _ 5 y211 Q- x1 ADJUST TOP CHORD ROOF/FLOOR TRUSS C FOR 3.55/12 SLOPE vv ROOF OR USE 2x4 EXTERIOR EXTERIOR u1 RAFTERS AT WEST 12 D TRUSS 2ND FLR 2ND FLR I JQ'O N 12 WALL WALL ��10. 12 —3.55 p O x 10.25 - O N � cy'ry+ZILI H0 7'-8y211 ol �� 1r_77�811 101_5" 211_511 114'-7y211 ROO FLOG U 0/1 O. GIRD RU S U S 16' 0 �O 36'-5X2'1 Q 0 / 0 tiQ m o ROOF/FLOOR TRUSS D ADJUST TOP CHORD 0.25/ 2 +� Q 1/811=11-011FOR 3.55/12 SLOPE us w _� rytL ROOF OR USE Jto (III �/ /2x4 RAFTERS 0 N _j V IV EXTERIOR EXTERIOR 12 � C-4- � cv 12 DORMER WALL LR ;110,2 12 C-4 iL �- WALL , 10.25 � - +O O R P Y O N X 3.55 U& 1 F T N 0 L O O R N L 4' O E E D 6" .C. F L 1'-77/8" 10'-5" 21'-5" 4'-7Y211 p 3.55/12E 36'-5Y211 ADJUST & STEP TOP J O ROOF/FLOOR TRUSS E CHORD FOR PERPEN- N �Q U 1/8"=1'-0" DICULAR 3.55/12 SLOPE //AO/ ROOF OR USE 2x4 IILLJ � W O EXTERIOR EXTERIOR RAFTERS AT EAST C14 ��`' 12 2ND FLR 2ND FLR 3 TRUSSES WALL ILL x WALL c� 10.251 12 --_--- C? 3.55 /"'/:'///p6 W 7'-8X2" IL A�S/IF I EPA Q 1r_77� 11 10'-5" - 221_511 '-7y2rr 7/a "L 5 /12 J. @ (103051-5Y211 7r J ROOF/FLOOR TRUSS F � 1/8"-11_011 _//Z5/8" CDX PLYWOOD ROOF SHEATHING, FASTEN TO O ROOF RAFTERS W/ 8d 3.55/12 - w COMMON WIRE RING SHANK to NAILS @ 3 O.C. EDGES & N 6" O.C. FIELD x 2xlo+- ly /VZ// BOTTOM + O CHORD �O 12 i 12 12 12 ,� O@ rd 9� J �9 9� �9 1 o 5'-11X21X" '-Oy2" 5'-11X 211 �_ " i_ 11 1 I- L' 10.25/12— �� �I� 1'_10E2' 24 -0" 11_ 0X211 0 rr 13 3X2 1 Oy2 O �- w ~ .p ATTIC STORAGE ROOF TRUSS K ROOF TRUSS L L! L 11 w1/8"=1'_011 1/811=11_011 GABLE RO F EDGE 'a� rp L 9/12 3.55/1 x Y llN 2x6 =RAM D END WALL ST UCTU AL 3-2x 2 BE M 10, 5/1 -- JACK ROOF TRUSSES @ 24" 0, / I 2x8 RAFTERS @ 24" O.C. I L�1 ROOF 5/8 CDX PLYWOOD SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d COMMON WIRE RING SHANK NAILS @ 3" O.G. EDGES & ROOF RUSSES @ 24' O�C. JACK ROOF TRUSSES @ 24" O.C. 6" O.C. FIELD TNG PLAN SEE SHEETS S-1 & S-2 FOR HEADERS, ROOF & SECOND F L O O R FRAMBEAMS, STRAPS, ETC. 1/4" = 11_011 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. Ira 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N z904-247-1800 AA C000138 0 U comm 1710 d,.,Nn JBS chkd JWTS I date 5/9/18 7 of 13 N ah. ROOF & StCOND FLOOR >A7 >u FRAMING PLAN Q - x12 EA IN I:D I� I� 4 w Q 9/12 uj to C} I G x ,N cn 9/12 I =INSIDE FACE-,," 12 OF WEBo In 12 f` MEMBER 010.25 ADJUST TOP CHORD 10.25 r, ! FOR 3,55/12 SLOPE - ROOF OR USE ao= 2x4 RAFTERS 7'-2 211 11_77/811 101_1111 1 1_911 91_9y2rr 361_5Y2" ROOF/FLOOR TRUSS A ADJUST TOP CHORD FOR S IAGONAL 1/8"=1'-O" ROOFOR / USE L20x4E 2x4 SYP #2 D BRACE @ 48" O.C. FASTEN EXTERIOR EXTERIOR RAFTERS AT EAST W/ 4-12d COMMON WIRE 5/8" CDX PLYWOOD ROOF 2ND FLR 2ND FLR� �2 TRUSS B AT NAILS EACH END SHEATHING. FASTEN TO 12 WALL WALL 12 (4 LOCATIONS) ROOF RAFTERS W/ 8d 10.25 110.2 —3.55 I COMMON WIRE RING SHANK _ NAILS @ 3" O.C. EDGES & --' 6" O.C. FIELD 7'-8 y2" 11_77%811 .14 101-511 22'_511'-7Y2" 361-5y2" ADJUST TOP CHORD 3-2x1 BEAM FOR 3,55/12 SLOPE _ ROOF/FLOOR TRUSS 5 ROOF OR USE 2x4 EXTERIOR RAFTERS J 1 2ND FLR 12 INTERIOR = WALL 12 3.55/1 ,Q A 2ND FLOO� 110,2 — 3.55 ffi WALL ' 10.25/12 p ) 17'-11y2" 131-10y211 41_7y211 —10.25/12+ Q 3 61 _ 5 y211 Q- x1 ADJUST TOP CHORD ROOF/FLOOR TRUSS C FOR 3.55/12 SLOPE vv ROOF OR USE 2x4 EXTERIOR EXTERIOR u1 RAFTERS AT WEST 12 D TRUSS 2ND FLR 2ND FLR I JQ'O N 12 WALL WALL ��10. 12 —3.55 p O x 10.25 - O N � cy'ry+ZILI H0 7'-8y211 ol �� 1r_77�811 101_5" 211_511 114'-7y211 ROO FLOG U 0/1 O. GIRD RU S U S 16' 0 �O 36'-5X2'1 Q 0 / 0 tiQ m o ROOF/FLOOR TRUSS D ADJUST TOP CHORD 0.25/ 2 +� Q 1/811=11-011FOR 3.55/12 SLOPE us w _� rytL ROOF OR USE Jto (III �/ /2x4 RAFTERS 0 N _j V IV EXTERIOR EXTERIOR 12 � C-4- � cv 12 DORMER WALL LR ;110,2 12 C-4 iL �- WALL , 10.25 � - +O O R P Y O N X 3.55 U& 1 F T N 0 L O O R N L 4' O E E D 6" .C. F L 1'-77/8" 10'-5" 21'-5" 4'-7Y211 p 3.55/12E 36'-5Y211 ADJUST & STEP TOP J O ROOF/FLOOR TRUSS E CHORD FOR PERPEN- N �Q U 1/8"=1'-0" DICULAR 3.55/12 SLOPE //AO/ ROOF OR USE 2x4 IILLJ � W O EXTERIOR EXTERIOR RAFTERS AT EAST C14 ��`' 12 2ND FLR 2ND FLR 3 TRUSSES WALL ILL x WALL c� 10.251 12 --_--- C? 3.55 /"'/:'///p6 W 7'-8X2" IL A�S/IF I EPA Q 1r_77� 11 10'-5" - 221_511 '-7y2rr 7/a "L 5 /12 J. @ (103051-5Y211 7r J ROOF/FLOOR TRUSS F � 1/8"-11_011 _//Z5/8" CDX PLYWOOD ROOF SHEATHING, FASTEN TO O ROOF RAFTERS W/ 8d 3.55/12 - w COMMON WIRE RING SHANK to NAILS @ 3 O.C. EDGES & N 6" O.C. FIELD x 2xlo+- ly /VZ// BOTTOM + O CHORD �O 12 i 12 12 12 ,� O@ rd 9� J �9 9� �9 1 o 5'-11X21X" '-Oy2" 5'-11X 211 �_ " i_ 11 1 I- L' 10.25/12— �� �I� 1'_10E2' 24 -0" 11_ 0X211 0 rr 13 3X2 1 Oy2 O �- w ~ .p ATTIC STORAGE ROOF TRUSS K ROOF TRUSS L L! L 11 w1/8"=1'_011 1/811=11_011 GABLE RO F EDGE 'a� rp L 9/12 3.55/1 x Y llN 2x6 =RAM D END WALL ST UCTU AL 3-2x 2 BE M 10, 5/1 -- JACK ROOF TRUSSES @ 24" 0, / I 2x8 RAFTERS @ 24" O.C. I L�1 ROOF 5/8 CDX PLYWOOD SHEATHING. FASTEN TO ROOF TRUSSES W/ 8d COMMON WIRE RING SHANK NAILS @ 3" O.G. EDGES & ROOF RUSSES @ 24' O�C. JACK ROOF TRUSSES @ 24" O.C. 6" O.C. FIELD TNG PLAN SEE SHEETS S-1 & S-2 FOR HEADERS, ROOF & SECOND F L O O R FRAMBEAMS, STRAPS, ETC. 1/4" = 11_011 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. Ira 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N z904-247-1800 AA C000138 0 U comm 1710 d,.,Nn JBS chkd JWTS I date 5/9/18 7 of 13 N ah. ROOF & StCOND FLOOR >A7 >u FRAMING PLAN 22"x30' ATTIC ACCES' DORMER ROOF BEYOND Co J %J ^ W 6011-f--%%-01� . 2x8 RAFTERS @ 2411 O.C. SECOND FLOOR ROOF FRAMING PLAN 1/411 = 11_011 12 -j DUCTS/ I LOFT ETC II 36'-6" STUDY/II CLOSET II LIVING GUEST A BUILDING SECTION A8 1/411 = 11-011 DORMER ROOF BEYOND TS/ ET 5/8" C X PLYWOOD ROOF SHEAT ING. FASTEN TO ROOF RUSSES W/ 8d COMMON WIRE RING SHANK NAILS @ 3" O.C. EDGES & 6" O.C. FIELD 2x4 S P #2 DIAGONAL BRACE I @ 4811 O.C. FASTEN W/ 4-1 d COMMON WIRE AT NA LS EACH END (4 LOCATIONS) 5/8" C X PLYWOOD ROOF SHEAT ING. FASTEN TO ROOF RAFTERS W/ 8d COMM IN WIRE RING SHANK NAILS I @ 3" O -C. EDGES & 6" O.C.I FIELD 5/8" CDX P �.YWOOD ROOF SHEATHING FASTEN TO ROOF TRUS ES W/ 8d COMMON W RE RING SHAD NAILS @ 1' O.C. EDGES 6" O.C. FIE D SEE SECTION 6/A9 121-0)' SCREEN PORCH 3 0"x 6 0" / ACESS D LOCATE TRUSSES A 9X P PnnF FI')rF OAbLC KUUr cvvc SECOND FLOOR ROOF FRAMING PLAN 1/411 = 11-011 ADJACENT ROOF/FLOO TRUSS 0.25 12 O Y211 ROOF TRUSS G 12 STEP TOP 12 CHORD TO II MATCH SLOPE 10.25 OF J TRUSSES ADJACENT �71-10)' 81-411 ROOF/FLOOR',,„/� TRUSS 11 ROOF TRUSS H 1/8"=1'-0'1 12 12 91 19 121_81 11- OY211 ROOF TRUSS J 1/8"=1'-0" 'P #2 DIAGONAL @ 4811 O.C. FASTEN 2d COMMON WIRE ILS EACH END ATIONS) DX PLYWOOD ROOF 'RING. FASTEN TO TRUSSES W/ 8d >N WIRE RING SHANK @ 3" O.C. EDGES & FIELD 4 SYP #2 DIAGONAL ZACE @ 4811 O.C. FASTEN / 4-12d COMMON WIRE t NAILS EACH END LOCATIONS) SEE SECTION 15/A11 0) z 0 N 51-10Y411 12 9� - O 0 31 E0 Y411 12���10"= 101_0n L ---- L -1 0 Q L J I �- ��� W �L -� J C? 0CIO t� L_� l4 Ll WALL MONTED HANDRAIL 36" ABOVE NOSING 41_911 12 19 31 f0 3/411 241-0)' SOUTH GARAGE SECTION A8 1/411 = 11-011 ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA 2x6 JOISTS BEYOND Fisher & Simmons Architects, Inc. 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 904-247-1800 AA C000138 COMM 1710 1drwn JBS a-kd JWTS I date 5/9/18 8 of 13 ah. SECOND FLOOR ROOF A 8 FLAMING PLAN ALUM STANDING SEAM METAL ROOF +101-1ys11 --®---- Y2" BEADED BOARD PLYWD OR 1x6 T&G 10.25 12 R-19 OPEN CELL OVER PEEL & STICK WATERPROOFING 10" HOT -DIPPED GALV ANCHOR FOAM INSUL ON %I' CDX PLYWD SHEATH'G ON ROOF 2x4 LATERAL 2x4 LATERAL TRUSSES @ 24" O.C. 1'-9 3/g" BRACING ON 5/8" CDX PLYWD SHEATH'G ON ROOF PER TRUSS MFGR SIMPSON UPLIFT CONNECTOR II ( +10'-1Ya'� PER STRUCTURAL \ 1x5 TRIM CONT 0 �® MATO RING ALUM EAVE DRIP 11_10Y2I1 Y2" CEILING GYPSUM BD ON PVC WRAPPED P.T. 1x3 & 2x6 FASCIA ON #1 SYP 2x8 BARGE BD & 2x12 TRIM CROWN MOLD TYP HARDIE BOARD SOFFIT ON--�"� nn DBLE 2x6 SYP #2 TOP PLATE 2x4 FRAMING @ 2411 O.C. lu DBLE 2x6 SYP 02 TOP PLATE 2x4 FRAMING @ 2411 O.C. !U II Y2" GYP BD 1x6 TRIM CONT WII Y2" GYP BD 1x6 TRIM CONT 0- 3 » /4 � II ALIGNED W/ ADAJACENT ROOF x +101_1Ya” BARRIER - SEE FOUNDATION x II II II 2x6 BLKG BETWEEN LAPPED CEDAR SHINGLE SIDING OVER t° II AT MIDPOINT & UNSUPPORTEC TYVEK HOUSEWRAP ON Y2" RATED `� JOINTS IN WALL SHEATH'G SHEATH'G W/ 8d NAILS @ 3 BRICK FLOOR W/ SAILOR BRICK EDGE JOINTS IN WALL SHEATH'G EDGES & 6" 2 6 SPF O.C. FIELD ON HEAD II COUPLER NUT #2 STUDS @ 16" O.C. II II 11 P.T. 2x6 SILL PLATE W/ Pox 1/211 THREADED ROD CONNECTION II II 10" HOT -DIPPED GALV ANCHC SYSTEM - SEE STRUCTURAL # 2 TOP PLAT E BOLT W/ 211x2"xY8" PLATE 1/211 THREADED ROD CONNECTION 1x6 TRIM CONT WASHER & HEX NUT AT ALL R-19 INSULATION CONT --- + 1-011 UPLIFT ROD LOCATIONS d- LOPE 1Y2„ TOP, CONTINUOUS 4" CONC SLAB ON VAPOR R-19 INSULATION CONT VARIES FROM BARRIER - SEE FOUNDATION ALUPED FLASHING ATOP SLOPED PLAN ROWLOCK COURSE ON BRICK _ SEE FOUNDATION CMU FOUND BARRIER - SEFOUNDATION E VENEER ON 8" CMU W/ CELLS Y211 BD #5 TOP, CONTINUOUS +0'-011 FILLED W/ GROUT - - #5 TOP, CONTINUOUS SEE STRUCTURAL FOR DBLE 2x6 SYP #2 TOP PLATE -- --� -- — -- -- —°-- a REINFORCING O �- /� � FILL CAVITY W/ GROUT ° TURNED UP BEHIND TYVEK 31_811 / FINISH GRADE ......... 2x6 BLKG BETW'N SLOPE FROM BLDG—' 01 ALUM STANDING SEAM O 24"x10" CONC FOOTING - SEE �% ° 6x6x3/g" ANGLE TO SECURE STRUCTURAL FOR REINFORCING 04, �� WALL SECTION 6 A 11-011 ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOF'G~—'-`--- ON 5/8" CDX PLYWD SHEATH'G ON TRUSSES @ 24" O.C. 2Y4ii ECTOR SIMPSON UPLIFT CONN PER STRUCTURAL MATCHING ALUM SAVE DRIP +101-1ys11 --®---- Y2" BEADED BOARD PLYWD OR 1x6 T&G 9 12 R-19 OPEN CELL METAL ROOF ALUM STANDING SEAM M 10" HOT -DIPPED GALV ANCHOR ON PVC WRAPPED P.T. 1x3 CEILING 2x4 LATERAL OVER PEEL & STICK WATERPROOFING & 2x6 FASCIA W/ 511 N ON 5/8" CDX PLYWD SHEATH'G ON ROOF ALUM Y2 ROUND GUTTER HARDIE PANEL W/ II ( TRUSSES @ 24" O.C. - ALIGNS W/ FASCIA OF MAIN HOUSE \ 1x5 TRIM CONT 0 +20'-11" ALUM SAVE DRIP ON P.T. 1x3 FASCIA 11_10Y2I1 2 ' I 3x12 BEAM W/ 1x ON PVC WRAPPED P.T. 1x3 ON #1 SYP 2x8 BARGE BD & 2x12 TRIM HARDIE BOARD SOFFIT ON 2x4 FRAMING @ 24" O.C. FRONT & BOTTOM - 4 2' Y2SEE STRUCTURAL nn W/ BRICK VENEER ON 8" CMU W/ CELLS FILLED W/ GROUT - SEE STRUCTURAL FOR REINFORCING _� FILL CAVITY W/ T N FINISH GRADE - SLOPE FROM BLDG O 20"x10" CONC FOOTING - SEE STRUCTURAL FOR REINFORCING ALUM STANDING SEAM METAL ROOF 11-011 9 12 R-19 OPEN CELL OVER PEEL & STICK WATERPROOFING 10" HOT -DIPPED GALV ANCHOR FOAM INSUL ON 5/8" CDX PLYWD SHEATH'G ON ROOF 2x4 LATERAL TRUSSES @ 24" O.C. BRACING +101_1Y8,1 PER TRUSS MFGR SIMPSON UPLIFT CONNECTOR II ( +10'-1Y8" PER STRUCTURAL R-19 INSULATION CONT +20'-11" MATCHING ALUM EAVE DRIP 11_10Y2I1 Y2" CEILING GYPSUM BD ON PVC WRAPPED P.T. 1x3 - SEE STRUCTURAL & 2x6 FASCIA nn CROWN MOLD TYP HARDIE BOARD SOFFIT ON MATCHING ALUM SAVE DRIP ON PVC DBLE 2x6 SYP 02 TOP PLATE 2x4 FRAMING @ 2411 O.C. !U Y211 CEIL'G GYP BD ROWLOCK COURSE II Y2" GYP BD 1x6 TRIM CONT N II 3 » /4 � I +0'-01 ALIGNED W/ ADAJACENT ROOF ALIGNED W/ +101_1Ya” BARRIER - SEE FOUNDATION x II PER STRUCTURAL VARIES FROM 7" TO 8" II 2x6 BLKG BETWEEN SHINGLE SIDING OVER LAPPED CEDAR S `� A T MIDPOINT & UNSUPPORTE1 TYVEK HOUSEWRAP ON Y211 RATED BRICK FLOOR W/ SAILOR BRICK EDGE JOINTS IN WALL SHEATH'G SHEATH'G W/ 8d NAILS @ 3" O.C. HEAD EDGES & 611 O.C. FIELD ON 2x6 SPF II COUPLER NUT #2 STUDS @ 16" O.C. II II W/ i"mx LAPPED CEDAR SHINGLE # 2 TOP PLAT E P.T. 2x6 SILL PLATE 1/211 THREADED ROD CONNECTION 1x6 TRIM CONT 10" HOT -DIPPED GALV ANCHO SYSTEM - SEE STRUCTURAL + 1-011 BOLT W/ 21lx2"xY8" PLATE d- LOPE 1Y2„ TOP, CONTINUOUS WASHER & HEX NUT AT ALL R-19 INSULATION CONT VARIES FROM UPLIFT ROD LOCATIONS CONT 4" CONC SLAB ON VAPOR 15# FELTS ON TYVEK ON Y2" RATED " O.C. _ SEE FOUNDATION CMU FOUND BARRIER - SEFOUNDATION E ALUM FLASHING ATOP SLOPED Y211 BD PLAN ROWLOCK COURSE ON BRICK SHEATH'G ON 2x6 STUDS @ 16 #5 TOP, CONTINUOUS VENEER ON 8" CMU W/ CELLS DBLE 2x6 SYP #2 TOP PLATE +0'-O" GROUT FILLED W/ - O �- ° � a-----�---- ° SEE STRUCTURAL FOR REINFORCING FILL CAVITY W/ GROUT FINISH GLADE - SLOPE FROM BLDG 20"x10" CONC FOOTING - SEE— STRUCTURAL EE--STRUCTURAL FOR REINFORCING fi WALL SECTION A9,) 1/2" = 11_0" 11� 0 O LAPPED CEDAR SHINGLE SIDING 0" I 1211 PERMACAST 15# FELTS ON TYVEK ON Y2" RATED SQUARE TUSCAN SHEATH'G ON GABLE END TRUSS - II COLUMN W/ Y2" SEE STRUCTURAL II THREADED ROD ALUM FLASH'G & WATERPROOF'G O TURNED UP BEHIND TYVEK oo O ALUM STANDING SEAM METAL ROOF ' OVER PEEL & STICK WATERPROOFING 2'-0" ON 5/" RATED SHEATHG ON ROOF WINDOW & DOOR FLASHING (MASTIC) 1. APPLY A THICK BEAD OF FASTFLASH TO ALL INSIDE CORNERS, JOINTS, SEAMS, & SURFACES WITHIN THE ROUGH OPENING AT 12- 15 MILS. APPLY A THICK BEAD OF FASTFLASH OVER INSIDE OF ROUGH OPENING & WALL SURFACES EXTENDING 411-611 BEYOND SIDES OF OPENING. USE A DRY JOINT KNIFE OR TROWEL TO SPREAD WET PRODUCT TO CREATE A SEAMLESS, OPAQUE MONOLITHIC FLASHING MEMBRANE FREE OF VOIDS OR PINHOLES. 2. APPLY 3/8" BEAD OF SEALANT TO REAR (INTERIOR) SIDE OF WINDOW/DOOR FLANGE, TO SIDE JAMBS OF OPENING, & ACROSS HEAD OF OPENING. 3. INSTALL WINDOW/DOOR, SHIMMING TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS PER WINDOW/DOOR MANUFACTURER'S SPECIFICATIONS. 4. APPLY A THICK BEAD OF FASTFLASH OVER OUTER EDGE OF WINDOW FLANGE. APPLY A SECOND THICK BEAD OF FAST - FLASH OVER WALL ADJACENT TO HEAD & JAMBS OF OPENING. USE A DRY JOINT KNIFE OR TROWEL TO SPREAD WET PRODUCT TO CREATE A SEAMLESS, OPAQUE MONOLITHIC FLASHING MEMBRANE FREE OF VOIDS OR PINHOLES. DO NOT SEAL BOTTOM OF WINDOW OR OBSTRUCT WEEPS, AT HEAD OF OPENING LAY WRB TO LAP OVER HEAD FLASHING. NOTE: FLASHING TO BE PROSOCO R -GUARD FASTFLASH LIQUID FLASHING OR EQUAL, WATER -RESISTIVE BARRIERTO BE R -GUARD AIR & WATER -RESISTIVE BARRIER, TYVEK, OR EQUAL. 2x6 SCABBED TO TRUSS CORD TO ALLOW INSUL ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING R-19 SPRAY FOAM ON 1/211 CDX PLYWD SHEATH'G ON INSUL ROOF TRUSSES @ 24" O.C. SIMPSON CONNECTORS PER 21-011 4 12 +201-1111 STRUCTURAL 2 '-11"STRUCTURAL MATCHING ALUM SAVE DRIP ON PVC 1 YP(MD WRAPPED P.T. 1x3 & 2x6 FASCIA \ ALIGNED W/ ADAJACENT ROOF 3"x3"x1/4" PLATE sJ_ WASHER & NUT HARDIE BOARD SOFFIT ON TRUSSES TYP WIND @ 2411 O.C. HEAD DBLE 2x6 SYP ul #2 TOP PLATE 1x6 TRIM CONT-----Q� R-19 INSULATION LAPPED CEDAR SHINGLE SIDING W/ O I CONT 15# FELTS ON TYVEK ON Y2" RATED 0- II �. SHEATH'G ON 2x6 STUDS @ 16" x O.C. II Y211 GYP BD �o ALUM FLASH'G & WATERPROOF'G TURNED UP BEHIND TYVEK II 2x6 BLKG BETW'N 41-811 II 0 STUDS AT MIDPT & UNSUPPORTED ALUM STANDING SEAM METAL ROOF JOINTS IN OVER PEEL & STICK WAT RPROOFING SHEATH'G ON 1/211 CDX PLYWD SHEA H'G ON ROOF TRUSSES @ 2411 O.C. 12 5/+11 STURDIFLOOR 3.551—� / ON 20" DEEP ROOF SIMPSON CONNECTO S / �/ /FLOOR TRUSSES & LEDGERS PER i ~ @ 16" O.C. STRUCTUR'L / ALUM STANDING SEAM METAL & STICK WATERPROOF'G 11-011 TRUSSES @ 2411 STRUCTURAL 10" HOT -DIPPED GALV ANCHOR - O R-19 SPRAY FOAM DOOR TRACK RECESSED 3/4" - R-19 SPRAY °Q OVER PEEL +101_1Y8,1 INSUL Y2" CEILING GYP BD II ( SIMPSON CONNECTORS & LEDGERS R-19 INSULATION CONT +20'-11" 2x8 11_10Y2I1 Iii I BRICK FLOOR W/ PER STRUCTURAL 1 - SEE STRUCTURAL D- R-19 S R a0 ATOP SLOPED 3 ��I SAILOR BRICK EDGE ON SLOPED 4" CONC - MATCHING ALUM SAVE DRIP ON PVC SIDE TO OUTSIDE OF WALL I Y211 CEIL'G GYP BD ROWLOCK COURSE II I SEE FOUNDATION PLAN WRAPPED P.T. 1x3 & 2x6 FASCIA 1x6 TRIM CONT SIMPSON UPLIFT CONNECTO R 3 » /4 12 I +0'-01 ALIGNED W/ ADAJACENT ROOF ALIGNED W/ +101_1Ya” BARRIER - SEE FOUNDATION _ PER STRUCTURAL VARIES FROM 7" TO 8" HARDIE BOARD SOFFIT ON TRUSSES 3.55, TYP WINDO PLAN 1 BRICK FLOOR W/ SAILOR BRICK EDGE @ 24" O.C. u1 HEAD DBLE 2x6 SYP -r- — �-- �--a — -- ° ON SLOPED 4" CONC - Y2" CEILING GYP BD #5 TOP, CONTINUOUS LAPPED CEDAR SHINGLE # 2 TOP PLAT E 00 N N 1x6 TRIM CONT N - + 1-011 R-19 INSULATION d- LOPE 1Y2„ TOP, CONTINUOUS LAPPED CEDAR SHINGLE SIDING W/ O x VARIES FROM BEADED BOARD CONT N 15# FELTS ON TYVEK ON Y2" RATED " O.C. _ SEE FOUNDATION CMU FOUND W/ FASCIA OF MAIN HOUSE Y211 BD PLYWD OR 1x6 T&G a, CEILING SHEATH'G ON 2x6 STUDS @ 16 \\\\ u1 DBLE 2x6 SYP #2 TOP PLATE GYP 16" O.C. TO FIT DOOR TRACK DEPTH O �- ALUM FLASH'G & WATERPROOF'G ° TURNED UP BEHIND TYVEK 31_811 / HARDIE BOARD SOFFIT ON 2x6 BLKG BETW'N 1x12 & 1x4 TRIM 01 ALUM STANDING SEAM O II R-19 INSULATION CONT STUDS AT MIDPT & UNSUPPORTED 6x6x3/g" ANGLE TO SECURE 2x4 FRAMING @ 24" O.C. METAL ROOF OVER PEEL & r` JOINTS IN 2 PORCH SECTION STICK WATERPROOFING ON ON - DOOR TACK SEE STRUCTURAL ' SHEATH'G I.�� �t W/ 1x WRAP - SEE 5/8#1 CDX PLYWD SHEATH'G � ,� A OJ 1/2" = 1'-0" ROOF TRUSSES @ 24" O.C. 12 — STRUCTURAL 12'-0"(8'-0" AT WEST END) /411 STURDIFLOOR II 3.55f ON 20" DEEP FLR LAPPED CEDAR SIMPSON CONNECTORS II 2x6 BLKG BETWEEN STUDS TRUSSES @ & LEDGERS PER / SHINGLE SIDING 16" O.G. STRUCTUR'L I O Wi y,� SQUARE COLUMN 2 _ - SEE 1/A g JOINTS IN A&LUSHEATOH G W/ FIBERGLASS R-19 INSUL CONT THREADED ROD WINDOW & DOOR FLASHING (MASTIC) 1. APPLY A THICK BEAD OF FASTFLASH TO ALL INSIDE CORNERS, JOINTS, SEAMS, & SURFACES WITHIN THE ROUGH OPENING AT 12- 15 MILS. APPLY A THICK BEAD OF FASTFLASH OVER INSIDE OF ROUGH OPENING & WALL SURFACES EXTENDING 411-611 BEYOND SIDES OF OPENING. USE A DRY JOINT KNIFE OR TROWEL TO SPREAD WET PRODUCT TO CREATE A SEAMLESS, OPAQUE MONOLITHIC FLASHING MEMBRANE FREE OF VOIDS OR PINHOLES. 2. APPLY 3/8" BEAD OF SEALANT TO REAR (INTERIOR) SIDE OF WINDOW/DOOR FLANGE, TO SIDE JAMBS OF OPENING, & ACROSS HEAD OF OPENING. 3. INSTALL WINDOW/DOOR, SHIMMING TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS PER WINDOW/DOOR MANUFACTURER'S SPECIFICATIONS. 4. APPLY A THICK BEAD OF FASTFLASH OVER OUTER EDGE OF WINDOW FLANGE. APPLY A SECOND THICK BEAD OF FAST - FLASH OVER WALL ADJACENT TO HEAD & JAMBS OF OPENING. USE A DRY JOINT KNIFE OR TROWEL TO SPREAD WET PRODUCT TO CREATE A SEAMLESS, OPAQUE MONOLITHIC FLASHING MEMBRANE FREE OF VOIDS OR PINHOLES. DO NOT SEAL BOTTOM OF WINDOW OR OBSTRUCT WEEPS, AT HEAD OF OPENING LAY WRB TO LAP OVER HEAD FLASHING. NOTE: FLASHING TO BE PROSOCO R -GUARD FASTFLASH LIQUID FLASHING OR EQUAL, WATER -RESISTIVE BARRIERTO BE R -GUARD AIR & WATER -RESISTIVE BARRIER, TYVEK, OR EQUAL. 2x6 SCABBED TO TRUSS CORD TO ALLOW INSUL ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING R-19 SPRAY FOAM ON 1/211 CDX PLYWD SHEATH'G ON INSUL ROOF TRUSSES @ 24" O.C. SIMPSON CONNECTORS PER 21-011 4 12 +201-1111 STRUCTURAL 2 '-11"STRUCTURAL MATCHING ALUM SAVE DRIP ON PVC 1 YP(MD WRAPPED P.T. 1x3 & 2x6 FASCIA \ ALIGNED W/ ADAJACENT ROOF 3"x3"x1/4" PLATE sJ_ WASHER & NUT HARDIE BOARD SOFFIT ON TRUSSES TYP WIND @ 2411 O.C. HEAD DBLE 2x6 SYP ul #2 TOP PLATE 1x6 TRIM CONT-----Q� R-19 INSULATION LAPPED CEDAR SHINGLE SIDING W/ O I CONT 15# FELTS ON TYVEK ON Y2" RATED 0- II �. SHEATH'G ON 2x6 STUDS @ 16" x O.C. II Y211 GYP BD �o ALUM FLASH'G & WATERPROOF'G TURNED UP BEHIND TYVEK II 2x6 BLKG BETW'N 41-811 II 0 STUDS AT MIDPT & UNSUPPORTED ALUM STANDING SEAM METAL ROOF JOINTS IN OVER PEEL & STICK WAT RPROOFING SHEATH'G ON 1/211 CDX PLYWD SHEA H'G ON ROOF TRUSSES @ 2411 O.C. 12 5/+11 STURDIFLOOR 3.551—� / ON 20" DEEP ROOF SIMPSON CONNECTO S / �/ /FLOOR TRUSSES & LEDGERS PER i ~ @ 16" O.C. STRUCTUR'L / ALUM STANDING SEAM METAL & STICK WATERPROOF'G OOF STRUCTURAL 10" HOT -DIPPED GALV ANCHOR - O DOOR TRACK RECESSED 3/4" - R-19 SPRAY °Q OVER PEEL +101_1Y8,1 Y2" CEILING GYP BD VERIFY WIDTH OF DOOR TRACK / R-19 INSULATION CONT ON 5/8" CDX PLYWD SHEATH'G 0 2x8 11_10Y2I1 121-0" (81-01) AT WEST CORNER) - SEE STRUCTURAL D- R-19 S R a0 ATOP SLOPED SLIDING GLASS DOORS W/ STACKING TO EACH RAFTERS @ 24„ O.C. nr_�PANELS SIDE TO OUTSIDE OF WALL I ROWLOCK COURSE / FOAM N L V- SUPPORTING 1x6 TRIM CONT SIMPSON UPLIFT CONNECTO R 3 » /4 12 ON 8" CMU W/ CELLS 1x6 TRIM CONT ALIGNED W/ +101_1Ya” BARRIER - SEE FOUNDATION _ PER STRUCTURAL FILLED W/ GROUT - 3.55, BRICK AT EACH SIDE PLAN 1 BRICK FLOOR W/ SAILOR BRICK EDGE SEE STRUCTURAL - #5 TOP, CONTINUOUS 1111 I ON SLOPED 4" CONC - Y2" CEILING GYP BD #5 TOP, CONTINUOUS LAPPED CEDAR SHINGLE MATCHING ALUM EAVE DRIP ON PVC WRAPPED P.T. 1x3 = SEE FOUNDATION PLAN 01_01 + - + 1-011 " " 3x3 x1/4 PLATE WASHER & " d- LOPE 1Y2„ SIDING W/ 15# FELTS ON TYVEK ON Y2" RATED & 2x6 FASCIA - ALIGNSi" _ ' - VARIES FROM BEADED BOARD N HEX NUT _ SEE FOUNDATION CMU FOUND SHEATH'G ON 2x STUDS @ W/ FASCIA OF MAIN HOUSE PLYWD OR 1x6 T&G a, CEILING \\\\ u1 DBLE 2x6 SYP #2 TOP PLATE 16" O.C. TO FIT DOOR TRACK DEPTH � / HARDIE BOARD SOFFIT ON 1x12 & 1x4 TRIM N Q II R-19 INSULATION CONT 6x6x3/g" ANGLE TO SECURE 2x4 FRAMING @ 24" O.C. 11 3-2x12 SYP #2 BEAM x I) Y211 GYP BD - DOOR TACK SEE STRUCTURAL I.�� �t W/ 1x WRAP - SEE � li STRUCTURAL 12'-0"(8'-0" AT WEST END) II 2x4 TRIM LAPPED CEDAR II 2x6 BLKG BETWEEN STUDS II 10" PERMACAST SHINGLE SIDING j AT MIDPOINT EC} ALUM SCREEN FRA ME I 11 2y4ll Wi y,� SQUARE COLUMN 2 _ - SEE 1/A g JOINTS IN A&LUSHEATOH G W/ FIBERGLASS THREADED ROD INSECT SCREEN 0 1/2" THREADED ROD II COUPLER NUT O 0 CONNECTION SYSTEM - SEE V- I P.T. 2x6 SILL PLATE W/ J110x STRUCTURAL a0 7" TO 8 _ j�\ j\\ j/�X �,. �� ��< � FILL CAVITY W/ GROUT - N a 11 FINISH GRADE - ,- N 8x8 THICKENED /\\//\\/, SLAB - SEE SLOPE FROM BLDG _ \ \ \ \//\� STRUCTURAL - 24"x10" CONIC 20"x10" CONC FOOTING CONT° ( O FOOTING - SEE BETWEEN 30"x30"x10" CONC AT ' L _ STRUCTURAL ° E -- COLUMNS FOOTING - SEE FOUNDATION PLAN 511 F-- 4 PORCH SECTION A9 1/211 = 11_01 21_0" _ WALL SECTION A1/211 = 11.011 00 N 0 NOTE: ALL TRIM TO BE AZEK, HARDIE TRIM, OR #1 P.T. (30 N CT R-19 INSUL CONT STRUCTURAL 10" HOT -DIPPED GALV ANCHOR DOOR TRACK RECESSED 3/4" - R-19 SPRAY °Q 2 �_�L�i 4 4 FOAM INSUL J +101_1Y8,1 Y2" CEILING GYP BD VERIFY WIDTH OF DOOR TRACK DBLE 2x6 SYP #2 TOP PLATE R-19 INSULATION CONT ALU M FLASHING Y2" GYP BD CUT SLOPED 18"x6"x3/$" STEEL TUBE BEAM - SEE STRUCTURAL 20' WIDE CASED OPENING ATOP SLOPED SLIDING GLASS DOORS W/ STACKING TO EACH APPLIED TO nr_�PANELS SIDE TO OUTSIDE OF WALL I ROWLOCK COURSE O SUPPORTING STRUCTURAL a0 7" TO 8 _ j�\ j\\ j/�X �,. �� ��< � FILL CAVITY W/ GROUT - N a 11 FINISH GRADE - ,- N 8x8 THICKENED /\\//\\/, SLAB - SEE SLOPE FROM BLDG _ \ \ \ \//\� STRUCTURAL - 24"x10" CONIC 20"x10" CONC FOOTING CONT° ( O FOOTING - SEE BETWEEN 30"x30"x10" CONC AT ' L _ STRUCTURAL ° E -- COLUMNS FOOTING - SEE FOUNDATION PLAN 511 F-- 4 PORCH SECTION A9 1/211 = 11_01 21_0" _ WALL SECTION A1/211 = 11.011 00 N 0 NOTE: ALL TRIM TO BE AZEK, HARDIE TRIM, OR #1 P.T. (30 N CT `- STRUCTURAL 10" HOT -DIPPED GALV ANCHOR DOOR TRACK RECESSED 3/4" - 2 �_�L�i 4 4 #1 P.T. 2x6 W/ ALUM �� LATE BOLT W/ 2��x2 xY8'� P VERIFY WIDTH OF DOOR TRACK SCREEN FRAME ALU M FLASHING WASHER & HEX NUT AT ALL CUT SLOPED ROWLOCK ATOP SLOPED UPLIFT ROD LOCATIONS APPLIED TO CONC STEP I ROWLOCK COURSE SUPPORTING DOOR TRACK 4" CONC SLAB ON VAPOR #5 TOP ' CONTINUOUS ON 8" CMU W/ CELLS 4" CONC SLAB ON VAPOR ALIGNED W/ ROWLOCK BARRIER - SEE FOUNDATION 111 FILLED W/ GROUT - BARRIER - SEE FOUNDATION /PLAN BRICK AT EACH SIDE PLAN 1 BRICK FLOOR W/ SAILOR BRICK EDGE SEE STRUCTURAL - #5 TOP, CONTINUOUS 1111 I ON SLOPED 4" CONC - #5 TOP, CONTINUOUS SEE FOUNDATION PLAN 01_01 + - + 1-011 d- LOPE 1Y2„ 4 ° .+01_01' BRICK VENEER ON CONC/ _ ' - VARIES FROM SLOPE 1Y2” N g //\//\///// _ SEE FOUNDATION CMU FOUND N �. I; \\\\ STRUCTURAL a0 7" TO 8 _ j�\ j\\ j/�X �,. �� ��< � FILL CAVITY W/ GROUT - N a 11 FINISH GRADE - ,- N 8x8 THICKENED /\\//\\/, SLAB - SEE SLOPE FROM BLDG _ \ \ \ \//\� STRUCTURAL - 24"x10" CONIC 20"x10" CONC FOOTING CONT° ( O FOOTING - SEE BETWEEN 30"x30"x10" CONC AT ' L _ STRUCTURAL ° E -- COLUMNS FOOTING - SEE FOUNDATION PLAN 511 F-- 4 PORCH SECTION A9 1/211 = 11_01 21_0" _ WALL SECTION A1/211 = 11.011 00 N 0 NOTE: ALL TRIM TO BE AZEK, HARDIE TRIM, OR #1 P.T. (30 N CT 8"x 8" THICKENED SLAB------; - SEE STRUCTURAL 24"x10" CONC FOOTING URAL ' - SEE STRUa 4 21-01! = . WALL SECTION A9 1/2 11-011 ROIC< RESIDENCE 533 ATLANTIC BEACH COUNT ATLANTIC BEACH) FLORIDA z Fisher & Simmons Architects, Inc. a J 4110 Ponte Vectra Blvd. Jacksonville Beach, Florida z 904-247-1800 AA C000138 0 U 1 7/9/18 ADDED GUTTER AT 2/A9 & comm 1710 dmn JBS L,:,kd JWTS I dot* 5/9/18 9 of 12 0 ah. 0 2x6 AT 4/A9 WALL SECTIONS A9 a HANDRAIL W/ 1%" ALUM STANDING SEAM METAL ROOF SQUARE PICKETS OVER PEEL & STICK WATERPROOFING SPACED TO STOP 4" ON s/ar, CDX PLYWD SHEATH'G ON ROOF SPHERE (5Y4" O.C.) TRUSSES @ 24" O.C. 3/4" STURDIFLOOR ON ALUM EAVE DRIP ON P.T. 1x3 FASCIA ` 20" DEEP FLOOR ON #1 SYP 2x8 BARGE BD Vm TRUSSES @ 16" O.C. SECOND FLOOR LAPPED CEDAR SHINGLE SIDING i +111-97/811 RATED TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON R-19 SPRAY FOAM 11'-9/a" �, GYP Bp ON GABLE END TRUSS INSULATION �2 2x4 STUDS @ SIMPSON UPLIFT CONNECTOR +201-1111 16" O.C. PER STRUCTURAL Y2" CEILING GYP BD ON TRUSSES = s BAND W/ BULLNOSE ALUM FLASH'G W/ DRIP TURNED @ 24" O.C. BOTTOM EDGE UP BEHIND TYVEK OVER 4/12 SLOPED BLOCKING & P.T. 1x3 & DBLE 2x6 SYP #2 TOP PLATE „ 2x6 FASCIA Y2 CEILING GYP BD -------------� � � HEADER - SEE STRUCTURAL F-1 -1-r- n STAIR TRIM 1xTRIM 51.11 STURDIFLOiO �� DORMER WINDOW i� ALUM FLASH'G & WATERPROOF'G ON 2x12 JOISTS' 0 16" O.C. _ TURNED UP BEHIND TYVEK Y2" GYPSUM BD WALL BEYOND o ALUM STANDING SEAM METAL R-19 SPRAY FOAM _ 0 ROOF OVER PEEL & STICK T@ 10Y" ?l-� 1' i WATERPROOFING ON 5/a" CDX INSULATION _ 9 2 y2 - PLYWD SHEATH'G ON FLOOR/ BEADED BOARD W/ 1x4 0 -a) ROOF TRUSSES @ 16" O.C. 12 TRIM & BULLNOSE EDGE 1025� ' a0 OY2 FADS �� WOOD TREADS & 3 „ HINGED SEAT W/ BEADED BD RISERS ON /4 PLYWD OSING TYP ' i i i 1 - ON 2x12 SYP #2 LINE W/ 3/4" QTR-ROUND MOLD i i' `•°' STRINGERS @ 12" O.C. R-19 SPRAY FOAM O i i i i', `� �� y2rr'^ its INSUL CONT 0 1 Y ! WOOD BASE 3/4" STURDIFLOOR ON E� �� �► _ " Y2 CEILING GYP BD �' 1 HANDRAIL & PICKETS 20 DEEP FLOOR/ROOF '1 , TRUSSES @ 16" O.C. a) AT OPPOSITE (SOUTH) _ _ Y2" CEIL'G GYP BD Y211' GYP BD ON 2x12 i i SIDE OF STAIR SHOWN +11,-g7/a" STRINGERS @ 12" O.C. aU DASHED 12x6 SCABBED TO TRUSS ' 'CORD TO ALLOW INSUL s/ tt BASE - TYP _ 4 i R-13 INSULATION , 4 CONC SLAB ON VAPOR POR BARRIER SKIRT TRIM BETWEEN FLOORS J -,:� +01_01, DORMER WALL SECTION Y2t, GYP BD STAIR A 1 IR SECTION 11 t, 101-511 I1 � 1/211 1 1/2" = 11-0" , 12 /34 " STURDIFLOOR 10.25 ON 20" DEEP ROOF/ (FLOOR TRUSSES @ 16" O.G. ALUM STANDING SEAM METAL ROOF 1 ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING R-19 INSUL CONT _ s �� X PLYWD SHEATH'G ON RO 5Y2" OPEN CELL +111_g�/a" � OVER PEEL & STICK WATERPROOFING ON /a CD TRUSSES @ 24" O.C. FOAM INSUL ON 5/g" CDX PLYWD SHEATH'G ON ROOFALUM SAVE DRIP ON PVC TRUSSES @ 24" O.C. 12 12 � _ �9 WRAPPED P.T. 1x3 & 2x6 7Cpjuuuk3 „ 2x4 LATERAL CD �� I FASCIA W/ 5" ALUM Y2" ROUND N 1 - g /g SIMPSON UPLIFT CONNECTOR BRACING ` , " GUTTER PER TRUSS MFGR SIMPSON UPLIFT CONNECTOR +10 -1Ya PER STRUCTURAL+10'-1Ya" PER STRUCTURAL MATCHING ALUM EAVE DRI ALUM STANDING SEAM METAL ROOF 12 M ' 1 MATCHING ALUM EAVE DRIP y2" CEILING GYPSUM BD ON PVC WRAPPED P.T. 1x3 T-- OVER PEEL & STICK WATERPROOFING g & 2x6 FASCIA - ALIGNS +g -� ON s/s" CDX PLYWD SHEATH'G ON ROOF ON PVC WRAPPED P.T. 1x3 _ TRUSSES @ 24" O.C. �� OWN MOLD TYP W/ FASCIA OF MAIN HOUSE CROWN ao 1'-5y " & 2x6 FASCIA W/ 5 _ 4 ALUM Y2 ROUND GUTTER HARDIE BOARD SOFFIT ON TRUSSES @ 24" O.C. ,_ _ 21-011 SIMPSON CONNECTOR HARDIE BOARD SOFFIT ON DBLE 2x6 SYP #2 TOP PLATE TRU 2 PER STRUCTURAL 2x4 FRAMING @ 24" O.C. us � Y2" GYP BD 1x6 TRIM CONT ALIGNS W/ ALUM EAVE DRIP DBLE 2x6 SYP TOP PLATE II ADJACENT WALL TRIM 1x6 TRIM CONT N II 7" ON PVC WRAPPED O 7ti 2-2x8 SYP #2 BEAM W/ 1x WRAP P.T. 1x3 & 2x6 FASCIA Y2" CEILING GYP BD ON ROOF II ALIGNED W/ FACES OF PILASTER W/ 5" ALUM Y2" RND GUTTER TRUSSES @ 24 O.C. H - II 2x6 BLKG BETWEEN STUDS ON BLKG _ HARDIE BOARD SOFFIT ON Y2" GYPSUM BD LAPPED CEDAR SHINGLE SIDING OVER AT MIDPOINT & UNSUPPORTED EATH'G FALSE 7"x3Y2" PILASTER AT WALL � 2x4 FRAMING @ 24" O.C. TYVEK HOUSEWRAP ON Y2" RATED JOINTS IN WALL SH -1x4 SURROUND & ' W/ 8d NAILS @ 3" O.C. r SHEATH'G �- ' WEATHER STRIP � � 3-73/4"x11 Y4" MICROLAM EDGES & 6" O.C. FIELD ON 2x6 SPF II COUPLER NUT „ II 0 HALF GLASS DOOR BEYOND--- BEAM #2 STUDS @ 16 O.C. HEADER & JACK STUDS - II P.T. 2x6 SILL PLATE W/ I"mx10" 2x4 & 2x6 TRIM & SEE STRUCTURAL 1/2" THREADED ROD CONNECTION HOT-DIPPED GALV ANCHOR BRICK ROWLOCK STEPS W/ — RIPPED 2x8 SURROUND _ - STRUCTURAL �� �� "PLATE POND OVERHEAD GARAGE DOOR S x °D SYSTEM SEE BOLT W/ 2x2 Ya WASHER & HEX NUT AT ALL BRICK RISERS BE LAPPED CEDAR SHINGLE 0 R9 INSULATION CONT UPLIFT ROD LOCATIONS SIDING ON TYVEK HOUSE- R-1 r WRAP ON 1/2" CDX PLYWD JAM " CONC SLAB ON VAPOR SHEATH'G ON 2x6 SPF #2 4 STUDS @ 16" O.C. M FLASHING ATOP SLOPED BARRIER - SEE FOUNDATION BRICK FLOOR ON 4" CONC ALU PLAN SLAB W/ FULL STRTCHR = ,_ , BRICK VENEER BEYOND Y2" RECESS FOR GARAGE DOOR K RIC 0 ROWLOCK COURSE ON B EDGE Ir VENEER ON 8" CMU W/ CELLS #5 TOP CONTINUOUS 0 - FILLED W/ GROUT - _ +0'-0" I �• .-- BRICK VENEER RISER �y 4" LONG SLAB ON VAPOR STRUCTURAL FOR -s- — -- — �- BARRIER -SEE FOUNDATION SEE S PLAN REINFORCING \ PAVER WALK '��'2� _ SLOPE 1" — PAVER DRIVEWAY- / / / // // t ° ,,.._ -a- —a t SLOPE -- — FILL CAVITY W/ GROUT /\//\//\//\/�� 00 4 00 FROM BLDG a 121,xg„ THICKENED CO 'FINISH GRADE 12"x12'i TICKENED CONC EDGE \\ \\ SLOPE FROM BLDG \\/\\/\� /\//\//' - SEE STRUCTURAL i�\/\/\\/\\/\ SLAB EDGE W / 2 \��/,iii\//\//\i/\/i\/i\/i\/i\////�/� - SEE STRUCTURAL - CONC FOOTING & STEM 24"x10" CONC FOOTING - SEE a p — — — STRUCTURAL FOR REINFORCING 77 WALL BEYOND 2t_pii� !- SECTION 2 0 - COVERED WALK GARAGE WALL. SECTION, � 8 9 1/2" = 11-0,1 1/2" = 1'-0" SECTION WALL SE 7 1/2" 11-0111 ROICK RESIDENCE 533 ATLANTIC BEACH COURT NOTE; ALL TRIM TO BE AZEK, ATLANTIC BEACH FLORIDA HARDIE TRIM, OR #1 P.T. e cts Z Fisher & Simmons Archit , Inc. d 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida AA C000138 z 904-247-1800 0 U 1 7/9/18 ADDED GUTTER 0 71 81 9/A10 comm 1710 drwn J3S chkd JWTS date$/9/1'8 10 of 13 u, ah. z °N WALL SECTIONSA10 u w ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING ON %I' CDX PLYWD SHEATH'G ON ROOF TRUSSES @ 24" O.C. SIMPSON UPLIFT CONNECTOR 11-5Y4" PER STRUCTURAL MATCHING ALUM EAVE DRIP ON PVC WRAPPED P.T. 1x3 & 2x6 FASCIA HARDIE BOARD SOFFIT ON 2x4 FRAMING @ 24" O.C. 1x6 TRIM CONT LAPPED CEDAR SHINGLE SIDING ON TYVEK ON Y2" RATED SHEATH'G 2x6 SPF #2 STUDS @ 16" O.C. ALUM FLASH'G & WATER- PROOF'G TURNED UP BEHIND TYVEK ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING ON 5/8" CDX PLYWD SHEATH'G ON 2x8 RAFTERS @ 24" O.C. 81_1011 72 ��/R-19 OPEN CELL FOAM g� INSUL CONT co Y2" CEILING GYP BD ii LAPPED CEDAR SHINGLE SIDING— 2x6 SCABBED TO TRUSS APPLIED CORD TO ALLOW INSUL INSUL DBLE 2x6 SYP #2 TOP PLATE METAL Y2" GYPSUM BD N u 0�� r -y2" GYPSUM 5Y211 OPEN CELL FOAM °O ALUM FLASH'G & WATERPROOF'G INSUL CONT ROOF OVER PEEL & `TICK TURNED UP BEHIND TYVEK 12 chkd JWTS date `5/9/18 91 SEAM ROOF 3 11 ON 18" /4STURDIFLOOROVER ALUM STAND'G PEEL & STICK WATER - 3/4" STURDIFLOOR ON 20" DEEP 6x6 HORIZONTAL FLOOR TRUSSES @ 16" O.C. CDX ,5/e" TYPE X GYP BD 13 WALL. SECTION ---------------------- A11 1/2" = 11.011 2-2x12 RIDGE BEAM - SEE- STRUCTURAL EESTRUCTURAL GARAGE DORMER SECTION i 12 I 12'-0" 11-0" SEE PLAN FO DIMENSIONS ALUM STANDING SEAM METAL C' CO ROOD OVER PEEL & STICK 12 WATERPROOFING ON 5/8" CDX, DB 2x ISYP PLYWD SHEATH'G ON 2x8 1'-5y4''� RAFTERS @ 2411 O.C. x4 BRA E @ 4811 O.C. SIMPSON CONNECTOR PER STRUCTURAL _ ALUM STANDING SEAM METAL ROOF 12 II OVER PEEL & STICK WATERPROOFING 9 II j r ON 5/8" CDX PLYWD SHEATH'G ON ROOF (I TRUSSES @ 2411 O.C. R-19 OPEN CELL FOAM 11_5Y4ii INSUL ONLY AT AIR _ CONDITIONED SPACES MATCH'G ALUM EAVE DRIP II SIMPSON CONNECTOR ON PVC WRAPPED P.T. 1x3 II PER STRUCTURAL & 2x6 FASCIA Hi ALUM EAVE DRIP DBLE 2x6 SYP TOP PLATE HARDIE BOARD SOFFIT ON ON PVC WRAPPED P.T. 2x4 FRAMING @ 24" O.0 0 ( 5/8" TYPE X GYP BD ON FLOOR 1x3 & 2x6 FASCIA W/ Y2" CEILING GYP BD ON ROOF X II TRUSSES @ 1611 O.C. - 5" ALUM Y2 ROUND GUTTER TRUSSES @ 24 O.C. 1x6 TRIM CONT II a ON = Y" GYPSUM BD II Y2" GYPSUM! BD 0 HARDIE BOARD SOFFIT 2 LAPPED CEDAR SHINGLE SIDING Ij - -` DE OF SHEATH'G 2x4 FRAMING @ 24" O.C. ON TYVEK HOUSEWRAP ON Y2" 24'-0" OUTS C. r II IM CONT N 2x6 BLKG BETWEEN STUDS = RATED SHEATH'G ON 2x6 2x6 BLK G BETWEEN STUDS � 1x6 TR II & UNSUPPORTED SPF #2 STUDS @ 16" O.C. II AT MIDP INT & UNSUPPORTED ao 0 AT MIDPOINT JOINTS IN WALL SHEATH'G N _ JOINTS IN WALL SHEATH'G x LAPPED CEDAR SHINGLE II P.T. 2x6 SILL PLATE W/"x II P.T. 2x6 SILL PLATE W/ "x10"_ r1 _ ANCHOR ` HOT -DIP ED GALV ANCHOR SIDING ON TYVEK HOUSE- II 10 HOT DIPPED GALV a0 y21r THREADED ROD CONNECTION II u " " WRAP ON Y2" RATED BOLT W/ 2"x2"xYe" PLATE M - SEE STRUCTURAL BOLT W/ 1 2x2 xYg PLATE I SHEATH'G ON 2x6 SPF #2 WASHER & HEX NUT AT ALL SYSTEM II WASHER '& HEX NUT AT ALL ao STUDS @ 16" O.C. UPLIFT ROD LOCATIONSII UPLIFT OD LOCATIONS ALUM FLASHING ATOP SLOPED 1/211 THREADED ROD CONNECTION #5 TOP, CONTINUOUS ROWLOCK COURSE ON BRICK #5 TOP, 'CONTINUOUS SYSTEM - SEE STRUCTURAL VENEER ON 8" CMU W/CELLS FILLED W/ GROU11 EXPAN JT MAT'L Y411 EXPAN JT MAT'L SEE STRUCTURAL Y4 ALUM FLASHING ATOP SLOPED_ 4" CONC SLAB ON VAPOR ROWLOCK COURSE ON BRICK a� 411 CONC SLAB ON VAPOR ;d FILL CAVITY W/ GROUT 11 BARRIER - SEE FOUNDATION VENEER ON 8" CMU W/ BARRIER - SEE FOUNDATION , CELLS FILLED W/ GROUT - 51 - 5 PLAN CE PLAN -1'-10" � FINISH GRADE FOR TU RAL _ SEE STRUCTURAL SLOPE FROM BLDG REINFORCING -" ._ —°a-- FINISH GRADE - - x//11x/11 \ �\�\\\\\\ \\\\\\ �\\ �\\! 2 4"x10" CONC N C FOOTING SLOPE FROM BLDG '�//\�//\//�/�X//�/// - SEE STRUCTURAL - 24"x10" CONC FOOTING 011 - SEE STRUCTURAL 2r_Or� GARAGE F-- WALL SECTION 1/2" = 11_011 GARAGE WI LL SECTION 15 X11 1/2" = 11.011 Y2" CEILING GYP BD ON 2x6 CLG JOISTS @ 24" O.C. Y2" CEILING GYP BD ON 2x8 RAFTERS @ 24" O.0 ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATER- PROOFING ON 5/8" CDX PLYWD SHEATH'G ON ROOF TRUSSES @ 24" O.G. ALUM EAVE DRIP ON P.T. 1x3- -_ ' FASCIA ON #1 SYP 2x8 BARGE BD & 2x12 TRIM LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON 1/2" CDX PLYWD SHEATH'G ON GABLE END TRUSS SIMPSON UPLIFT CONNECTOR PER STRUCTURAL ii LAPPED CEDAR SHINGLE SIDING— R-19 SPRAY APPLIED 1'-2y4" INSUL ALUM STANDING SEAM METAL ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON 2x6 N u 0�� SPF #2 STUDS @ 16" O.C. -y2" GYPSUM BD ON ALUM FLASH'G & WATERPROOF'G 2x4 STUDS ROOF OVER PEEL & `TICK TURNED UP BEHIND TYVEK 12 chkd JWTS date `5/9/18 91 SEAM ROOF 3 11 ON 18" /4STURDIFLOOROVER ALUM STAND'G PEEL & STICK WATER - FLOORTRUSSES DP FLOOR 6x6 HORIZONTAL WATERPROOFING ON15/a" CDX HOT -DIPPED GALV ANCHOR SHEATH'G TRUSSES @ 24" 11_5/411 Y2" THREADED ROD CONNECTION iiBOLT O.C. - SEE STRUCTURAL #5 TOP, CONTINUOUS PLYWD SHEATH'G ON ROOF „ WASHER & HEX NUT AT ALL J 4" CONC SLAB ON VAPOR - !, _I 3Y211 RAD UPLIFT ROD LOCATIONS N ALUM FLASHING ATOP SLOPED TRUSSES @ 24" O.C. ROWLOCK COURSE ON BRICK _ - #5 TOP, CONTINUOUS VENEER ON 8" CMU W/ U) SIMPSON UPLIFT CO NECTORS--,- CELLS FILLED W/ GROUT _ Y4" EXPAN JT MAT'L T- - 6x4 VERTICAL PER STRUCTURAL 4" CONC SLAB ON VAPOR FILL CAVITY W/ GROUT BARRIER SEE r ,' CURVED BRACKET ALUM EAVE DRIP ON P.T. FINISH GRADE - -11-101' 17" RCUT ?D,,,"f FROM 6x6 1x3 FASCIA ON #1 S P 1 "; `, 2x8 BARGE BD & 2x1 TRIM 00 r 2x6 OUTLOOKERS @ 4" O.C. W/ 6-1'6d TOE NAILS TO INBOARD - ~ 2 4" RAD TRUSS & DROPPED 3 " FOR 1x6 T&G V -JOINT SOFFI rr LAPPED CEDAR SHIN LE SIDING R-19 SPRAY INSUL CONT W/ 15# FELTS ON T VEK ON Y2" 7y2" y21 RATED SHEATH'G ON 2x4 STUDS Y211 CEILING GYP BD @ 16" O.C. ALUM Z FLASHING OVER 2x10 rA BRACKET "A'' 5Y411 BED MOLD ON 1 110 AZEK O TRIM 1'-0" TRIM TOP & SIDE Y211 GYP BD ON 2x6 STUDS # 1 SYP 6x6 BRACKE "A" - SCABBED TO GABLE END o 0 TRUSSAT LIVING /DINING LAPPED CEDAR SHIN LE SIDING - N W/ 15# FELTS ON T VEK ON Y211 CDX PLYWD SHE TH'G ON GABLE END TRU S 13 WALL. SECTION ---------------------- A11 1/2" = 11.011 2-2x12 RIDGE BEAM - SEE- STRUCTURAL EESTRUCTURAL GARAGE DORMER SECTION i 12 I 12'-0" 11-0" SEE PLAN FO DIMENSIONS ALUM STANDING SEAM METAL C' CO ROOD OVER PEEL & STICK 12 WATERPROOFING ON 5/8" CDX, DB 2x ISYP PLYWD SHEATH'G ON 2x8 1'-5y4''� RAFTERS @ 2411 O.C. x4 BRA E @ 4811 O.C. SIMPSON CONNECTOR PER STRUCTURAL _ ALUM STANDING SEAM METAL ROOF 12 II OVER PEEL & STICK WATERPROOFING 9 II j r ON 5/8" CDX PLYWD SHEATH'G ON ROOF (I TRUSSES @ 2411 O.C. R-19 OPEN CELL FOAM 11_5Y4ii INSUL ONLY AT AIR _ CONDITIONED SPACES MATCH'G ALUM EAVE DRIP II SIMPSON CONNECTOR ON PVC WRAPPED P.T. 1x3 II PER STRUCTURAL & 2x6 FASCIA Hi ALUM EAVE DRIP DBLE 2x6 SYP TOP PLATE HARDIE BOARD SOFFIT ON ON PVC WRAPPED P.T. 2x4 FRAMING @ 24" O.0 0 ( 5/8" TYPE X GYP BD ON FLOOR 1x3 & 2x6 FASCIA W/ Y2" CEILING GYP BD ON ROOF X II TRUSSES @ 1611 O.C. - 5" ALUM Y2 ROUND GUTTER TRUSSES @ 24 O.C. 1x6 TRIM CONT II a ON = Y" GYPSUM BD II Y2" GYPSUM! BD 0 HARDIE BOARD SOFFIT 2 LAPPED CEDAR SHINGLE SIDING Ij - -` DE OF SHEATH'G 2x4 FRAMING @ 24" O.C. ON TYVEK HOUSEWRAP ON Y2" 24'-0" OUTS C. r II IM CONT N 2x6 BLKG BETWEEN STUDS = RATED SHEATH'G ON 2x6 2x6 BLK G BETWEEN STUDS � 1x6 TR II & UNSUPPORTED SPF #2 STUDS @ 16" O.C. II AT MIDP INT & UNSUPPORTED ao 0 AT MIDPOINT JOINTS IN WALL SHEATH'G N _ JOINTS IN WALL SHEATH'G x LAPPED CEDAR SHINGLE II P.T. 2x6 SILL PLATE W/"x II P.T. 2x6 SILL PLATE W/ "x10"_ r1 _ ANCHOR ` HOT -DIP ED GALV ANCHOR SIDING ON TYVEK HOUSE- II 10 HOT DIPPED GALV a0 y21r THREADED ROD CONNECTION II u " " WRAP ON Y2" RATED BOLT W/ 2"x2"xYe" PLATE M - SEE STRUCTURAL BOLT W/ 1 2x2 xYg PLATE I SHEATH'G ON 2x6 SPF #2 WASHER & HEX NUT AT ALL SYSTEM II WASHER '& HEX NUT AT ALL ao STUDS @ 16" O.C. UPLIFT ROD LOCATIONSII UPLIFT OD LOCATIONS ALUM FLASHING ATOP SLOPED 1/211 THREADED ROD CONNECTION #5 TOP, CONTINUOUS ROWLOCK COURSE ON BRICK #5 TOP, 'CONTINUOUS SYSTEM - SEE STRUCTURAL VENEER ON 8" CMU W/CELLS FILLED W/ GROU11 EXPAN JT MAT'L Y411 EXPAN JT MAT'L SEE STRUCTURAL Y4 ALUM FLASHING ATOP SLOPED_ 4" CONC SLAB ON VAPOR ROWLOCK COURSE ON BRICK a� 411 CONC SLAB ON VAPOR ;d FILL CAVITY W/ GROUT 11 BARRIER - SEE FOUNDATION VENEER ON 8" CMU W/ BARRIER - SEE FOUNDATION , CELLS FILLED W/ GROUT - 51 - 5 PLAN CE PLAN -1'-10" � FINISH GRADE FOR TU RAL _ SEE STRUCTURAL SLOPE FROM BLDG REINFORCING -" ._ —°a-- FINISH GRADE - - x//11x/11 \ �\�\\\\\\ \\\\\\ �\\ �\\! 2 4"x10" CONC N C FOOTING SLOPE FROM BLDG '�//\�//\//�/�X//�/// - SEE STRUCTURAL - 24"x10" CONC FOOTING 011 - SEE STRUCTURAL 2r_Or� GARAGE F-- WALL SECTION 1/2" = 11_011 GARAGE WI LL SECTION 15 X11 1/2" = 11.011 Y2" CEILING GYP BD ON 2x6 CLG JOISTS @ 24" O.C. Y2" CEILING GYP BD ON 2x8 RAFTERS @ 24" O.0 ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATER- PROOFING ON 5/8" CDX PLYWD SHEATH'G ON ROOF TRUSSES @ 24" O.G. ALUM EAVE DRIP ON P.T. 1x3- -_ ' FASCIA ON #1 SYP 2x8 BARGE BD & 2x12 TRIM LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON 1/2" CDX PLYWD SHEATH'G ON GABLE END TRUSS SIMPSON UPLIFT CONNECTOR PER STRUCTURAL ii LAPPED CEDAR SHINGLE SIDING— R-19 SPRAY APPLIED ON TYVEK HOUSEWRAP ON 1/2" INSUL 24'-0" OUTSIDE OF SHEATH'G CDX PLYWD SHEATH'G ON 2x6 ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON 2x6 N u 0�� SPF #2 STUDS @ 16" O.C. -y2" GYPSUM BD ON ALUM FLASH'G & WATERPROOF'G 2x4 STUDS @ 16" O.C. TURNED UP BEHIND TYVEK 12 chkd JWTS date `5/9/18 91 SEAM ROOF 3 11 ON 18" /4STURDIFLOOROVER ALUM STAND'G PEEL & STICK WATER - FLOORTRUSSES DP FLOOR �- ' PROOF'G ON %11 CDX PLYWD 0 16" O.0 HOT -DIPPED GALV ANCHOR SHEATH'G TRUSSES @ 24" 11_5/411 Y2" THREADED ROD CONNECTION iiBOLT O.C. - SEE STRUCTURAL � 1_7 5/ori 6x6 HORIZONTAL 6x4 VERTICAL CURVED BRACKET CUT FROM 6x8 BRACKET " B " SEE 7/S-6 A11 111 = 11.011 ALUM STANDING SEAM METAL ROOF OVER PEEL & STICK WATERPROOFING ON %" CDX PLYWD SHEATH'G ON ROOF TRUSSES @ 24" O.C. ALUM EAVE DRIP ON P.T. 1x3 FASCIA— ON #1 SYP 2x8 BARGE BD & 2x12 TRIM �-19 OPEN CELL FOAM INSUL CONT Y2" CEILING GYP BD ON TRUSSES @ 24" O.C. TYP WINDOW HEAT DBLE 2x6 SYP #2 TOP PLATE Y2" GYPSUM BD " — a0 u c0 ►� r u u � u STURDIFLOOR ON 20" DEEP /FLOOR TRUSSES @ 1611 O.C. MATCHING ALUM EAVE DRIP ON PVC WRAPPED P.T. 1x3 & 2x6 FASCIA (NOTE THAT FASCIA ALIGNS W/ FASCIA AT EACH SIDE)i 5/8" TYPE X GYP BD ON FLOOR fill� 16" O C SLOPE FROM BLDG - �\/\\\ x 24"x10" CONC FOOTING - SEE STRUCTURAL FOR REINFORCINv\ i 0 e- 4 4 2'-011 — (a�GARAGE WALL SECTION A11 1/211 = 11-0" NOTE: ALL TRIM TO BE AZEK, HARDIE TRIM, OR #1 P.T. LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON GABLE END TRUSS SIMPSON UPLIFT CONNECTOR PER STRUCTURAL LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON 2x6 SPF #2 STUDS @ 16" O.C. ALUM FLASH'G & WATERPROOF'( TURNED UP BEHIND TYVEK ALUM STAND'G SEAM ROOF OVER PEEL & STICK WATER- PROOF'G ON 5/8" CDX PLYWD SHEATH'G OVER 1x6 T&G ON 2x6 RAFTERS @ 24" O.C. (2x8 BARGE BOARD AT ENDS) MATCHING ALUM EAVE DRIP ON 2'-011 P.T. 1x3 FASCIA 6x8 BEAM SUPPORTED BY 6x6 BRACKET "B" " RAD - SEE B/A1 TYP LAPPED CEDAR SHINGLE SIDING W/' 15# FELTS LAPPED OVER THE TOP OF EACH ROW OVER TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G W/ 8d NAILS @ 3" O.C. EDGES & 6" O.C. FIELD ON 2x6 SPF #2 STUDS @ 16" O.C. Y211 THREADED ROD CONNECTION"""— SYSTEM - SEE STRUCTURAL ALUM FLASHING ATOP SLOPED\ ROWLOCK COURSE ON BRICK \ VENEER ON 81' CMU W/ CELLS FILLED W/ GROUT - SEE STRUCTURAL FILL CAVITY W/ GROUT FINISH GRADESLOPE FROM BLDG 24"x1011 CONC FOOTING - SEE \ \ \ STRUCTURAL FOR REINFORCING c °o a � . 1 GARAGE WALL. SECTION �-19 OPEN CELL FOAM INSUL CONT _�Y2" CEILING GYP BD ON TRUSSES @ 24" O.C. TYP WINDOW HEAD i DBLE 2x6 SYP #2 TOP PLATE X211 GYPSUM BD � p n z 11 O u O 00 n n ' rxi:5wl STURDIFLOOR ON 20" DEE gFLOOR TRUSSES @ 16" O.C. u n ir ii ii TRUSSES @ TYP WINDOW HEA " u 211 GYPSUM BD LAPPED CEDAR SHINGLE SIDING D �� 24'-0" OUTSIDE OF SHEATH'G 24'-0" OUTSIDE OF SHEATH'G ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON 2x6 N u 0�� 2x6 BLKG BETWEEN STUDS 2x6 BLKG BETWEEN STUDS SPF #2 STUDS @ 16" O.C. X u AT MIDPOINT & UNSUPPORTED JOINTS IN WALL SHEATH'G - ii chkd JWTS date `5/9/18 11 of 13 to ii n �' P.T. 2x6 SILL PLATE W/ 1"x10" �- ' ii BOLT W/ 2"x2"xY811 PLATE HOT -DIPPED GALV ANCHOR ca Y2" THREADED ROD CONNECTION iiBOLT W/ 2"x2"xY8" PLATE o0 #5 TOP, CONTINUOUS SYSTEM - SEE STRUCTURAL „ WASHER & HEX NUT AT ALL J 4" CONC SLAB ON VAPOR - !, _I UPLIFT ROD LOCATIONS ALUM FLASHING ATOP SLOPED FOUNDATION PLAN ROWLOCK COURSE ON BRICK ii #5 TOP, CONTINUOUS VENEER ON 8" CMU W/ CELLS FILLED W/ GROUT _ Y4" EXPAN JT MAT'L - SEE STRUCTURAL 4" CONC SLAB ON VAPOR FILL CAVITY W/ GROUT BARRIER SEE r 5i) FOUNDATION PLAN - FINISH GRADE - -11-101' SLOPE FROM BLDG - �\/\\\ x 24"x10" CONC FOOTING - SEE STRUCTURAL FOR REINFORCINv\ i 0 e- 4 4 2'-011 — (a�GARAGE WALL SECTION A11 1/211 = 11-0" NOTE: ALL TRIM TO BE AZEK, HARDIE TRIM, OR #1 P.T. LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON GABLE END TRUSS SIMPSON UPLIFT CONNECTOR PER STRUCTURAL LAPPED CEDAR SHINGLE SIDING ON TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G ON 2x6 SPF #2 STUDS @ 16" O.C. ALUM FLASH'G & WATERPROOF'( TURNED UP BEHIND TYVEK ALUM STAND'G SEAM ROOF OVER PEEL & STICK WATER- PROOF'G ON 5/8" CDX PLYWD SHEATH'G OVER 1x6 T&G ON 2x6 RAFTERS @ 24" O.C. (2x8 BARGE BOARD AT ENDS) MATCHING ALUM EAVE DRIP ON 2'-011 P.T. 1x3 FASCIA 6x8 BEAM SUPPORTED BY 6x6 BRACKET "B" " RAD - SEE B/A1 TYP LAPPED CEDAR SHINGLE SIDING W/' 15# FELTS LAPPED OVER THE TOP OF EACH ROW OVER TYVEK HOUSEWRAP ON Y2" RATED SHEATH'G W/ 8d NAILS @ 3" O.C. EDGES & 6" O.C. FIELD ON 2x6 SPF #2 STUDS @ 16" O.C. Y211 THREADED ROD CONNECTION"""— SYSTEM - SEE STRUCTURAL ALUM FLASHING ATOP SLOPED\ ROWLOCK COURSE ON BRICK \ VENEER ON 81' CMU W/ CELLS FILLED W/ GROUT - SEE STRUCTURAL FILL CAVITY W/ GROUT FINISH GRADESLOPE FROM BLDG 24"x1011 CONC FOOTING - SEE \ \ \ STRUCTURAL FOR REINFORCING c °o a � . 1 GARAGE WALL. SECTION �-19 OPEN CELL FOAM INSUL CONT _�Y2" CEILING GYP BD ON TRUSSES @ 24" O.C. TYP WINDOW HEAD i DBLE 2x6 SYP #2 TOP PLATE X211 GYPSUM BD � p n z 11 O u O 00 n n ' rxi:5wl STURDIFLOOR ON 20" DEE gFLOOR TRUSSES @ 16" O.C. u n ir ii r- 5/8" TYPE X GYP BD ON FLOOR " u TRUSSES @ 16" O.C. ii y211 GYPSUM BD w " 24'-0" OUTSIDE OF SHEATH'G 0� u 2x6 BLKG BETWEEN STUDS O ii AT MIDPOINT & UNSUPPORTED X JOINTS IN WALL SHEATH'G ii chkd JWTS date `5/9/18 11 of 13 to ii P'T, 2x6 SILL PLATE W/ "x o0 10" HOT -DIPPED GALV ANCHOR ii BOLT W/ 2"x2"xY811 PLATE ' WASHER & HEX NUT AT ALL UPLIFT ROD LOCATIONS ii ii n #5 TOP, CONTINUOUS _ r- Y4" EXPAN JT MAT'L 4" CONC SLAB ON VAPOR - !, _I BARRIER - SEE 51' FOUNDATION PLAN 11-0" ROIC< RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc. Q J = 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N Z904-247-1800 AA C000138 0 U 1 7/9/18 ADDED GUTTER AT 14/A/11 comm 1710 drwn JBS chkd JWTS date `5/9/18 11 of 13 N O WALL SF-CTIONSAl ah. ku w � !, _I LANDSCAPE LTS TIMER AC GOND NIR �-1 3►_8,! 1,2!_0!! ELEC WATI HEA"' H AT CEIL nOPENEF KEY PAD DOOR OPENER OPENER DOOR nPFN El\ AT H CEILIlG [z ELEC METER KEY PAD 4'-2' 3'-8" LANDSCAPE LTS TIMER KEY PAD KEY PAD DOOR nF?F=NjF=/ � nHI AT CEILING H 51_8!1 CO D SER W INI-SPLIT C•. C FM G O IQ C C FA C YR, LANDSCAPE LTS TIMER ��■��i----ir=moi-i�� LA L C�? neMGAS RANG -MEN- • ma- ------------ i - - D=4 PLEX C rT IIS` FLOOR - VERIFY LOCATION -C� F <vi �`v) IN RECESSED C BOX AT 60" A.F.F. W/ 1" C A7CON UIT TO 14 BAS CARNET Nr FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" C C S C ELECTRICAL FIXTURE LEGEND: ELEC. t r-------- tt PANE DUPLEX RECEPTACLE ii H ii R II II II I 22OV. OUTLET/JUNCTION BOX n 110 V. JUNCTION BOX LL-----•---�L--------------- 1r SS SMOKE DETECTOR CARBON MONOXIDE DETECTOR CABLE TV OUTLET A PENDANT CEILING LT. FIXTURE II 220V C 411 LED RECESSED CEILING LT. FIXTURE i r OUTLET D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT E EXHAUST FAN/LIGHT COMBO - $ SEPARATELY It R 11 II tt H II tl II R 11 tl H FLUORESCENT - SURFACE MTD II II !I IL---------------------- K VANITY FIXTURE L---------,�-------------- C FA C YR, LANDSCAPE LTS TIMER ��■��i----ir=moi-i�� LA L C�? neMGAS RANG -MEN- • ma- ------------ i - - D=4 PLEX C rT IIS` FLOOR - VERIFY LOCATION -C� F <vi �`v) IN RECESSED C BOX AT 60" A.F.F. W/ 1" C A7CON UIT TO 14 BAS CARNET Nr FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" C C S C A GAS STUB -OUT F FOR FUTURE PIT r HOT TUB ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N u 904-247-1800 AA C000138 comm 1710 drwn JBS chkd JWTS data 5/9/18 12 of 13 � ah. N FIRST FLOOR ELECTRICAL PLAN ELECTRICAL FIXTURE LEGEND: TOGGLE SWITCH DIMMER SWITCH DUPLEX RECEPTACLE DUPLEX REC. ABOVE COUNTER (4411 A.F.F.) s DUP. REC. - WEATHERPROOF 22OV. OUTLET/JUNCTION BOX n 110 V. JUNCTION BOX Q DATA/TELEPHONE OUTLET SS SMOKE DETECTOR CARBON MONOXIDE DETECTOR CABLE TV OUTLET A PENDANT CEILING LT. FIXTURE B WALL MTD, LT. FIXTURE C 411 LED RECESSED CEILING LT. FIXTURE C 411 LED RECESSED CEILING DIRECTIONAL LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT E EXHAUST FAN/LIGHT COMBO - $ SEPARATELY F 5211 CEILING FAN G EXHAUST FAN H FLUORESCENT - SURFACE MTD K VANITY FIXTURE M EXHAUST FAN/HEAT LAMP COMBO - $ SEPARATELY R CEILING FIXTURE - SURFACE MTD, T UNDERCOUNTER TAPE LIGHT SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED, GAS PROVIDE GFI CIRCUITS AT ALL OUTLETS AT BURNER WET OR DAMP AREAS. PROVIDE AFCI'S IN ALL BEDROOMS PER NEC C ARTICLE 210-12. GAS STUB- TYPE R & C FIXTURES WITHOUT SWITCHING OUT FOR INDICATED SHALL HAVE AUTOMATIC DOOR FRYER JAMB (LIGHT ON WHEN DOOR OPEN) HAVE OWNER WALK-THRU AFTER LOCATIONS OF SWITCHES, OUTLETS, ETC HAVE BEEN MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO WIRING & GYP BD INSTALLATION, COORDINATE W/ SECURITY SUBCONTRACTOR FOR OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V POWER SUPPLY FOR SECURITY PANEL. A GAS STUB -OUT F FOR FUTURE PIT r HOT TUB ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA z Fisher & Simmons Architects, Inc. Q 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida N u 904-247-1800 AA C000138 comm 1710 drwn JBS chkd JWTS data 5/9/18 12 of 13 � ah. N FIRST FLOOR ELECTRICAL PLAN I F I I ,> J < I � � I I I I S%KCTED MINI -SPLIT AC IN ATTIC I ( I I I I I I I I I - c. Al. RIE F I ! I -- -------- - - - - - - --------------------------------------------------- - ------- I I I I I I ! I I I ! 0 LIGj T FLOW ------------- 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 I I I I I F -L_ IF - 1 I 1 I I I I I I I I I -J L J L TANKLESS GA WATER HEATER TO ! ! I LC K _-- R I E AN I H --------------------- I I I A. I i I I I I I I I ! ! I I I I I I IIHU-11HU- I I ! I I I I I I , ! I I I I I I I ! I , ! I I I i E I I ! � I I I i i I I I I I I I I I I I I 1 I I I I I I I I ! I ! I I I I I I I I II I --------------- ------ -------------------------- r LT <vi FAN C`F C M C ----� ! ! I I I I I J I I I I� I I SECOND FLOOR ELECTRICAL PLAN 1/4" = 1'-011 ELECTRICAL FIXTURE LEGEND. TOGGLE SWITCH DIMMER SWITCH DUPLEX RECEPTACLE DUPLEX REC. ABOVE COUNTER (44" A.F.F.) 3 DUP. REC. - WEATHERPROOF 22OV, OUTLET/JUNCTION BOX ZI 110 V. JUNCTION BOX <I DATA/TELEPHONE OUTLET Q SMOKE DETECTOR c CARBON MONOXIDE DETECTOR CABLE TV OUTLET A PENDANT CEILING LT. FIXTURE B WALL MTD, LT. FIXTURE C 4" LED RECESSED CEILING LT. FIXTURE C 4" LED RECESSED CEILING DIRECTIONAL LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD, UNDER SOFFIT E EXHAUST FAN/LIGHT COMBO - $ SEPARATELY F 52" CEILING FAN G EXHAUST FAN H FLUORESCENT - SURFACE MTD K VANITY FIXTURE M EXHAUST FAN/HEAT LAMP COMBO - $ SEPARATELY R CEILING FIXTURE - SURFACE MTD. T UNDERCOUNTER TAPE LIGHT SWITCH ONLY LOWER HALF OF DUPLEX - OUTLETS WHICH ARE SHOWN AS SWITCHED. J PROVIDE GFI CIRCUITS AT ALL OUTLETS AT WET OR DAMP AREAS. PROVIDE AFCI'S IN ALL BEDROOMS PER NEC ARTICLE 210-12. TYPE R & B FIXTURES WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR JAMB t (LIGHT ON WHEN DOOR OPEN) HAVE OWNER WALK-THRU AFTER LOCATIONS OF SWITCHES, OUTLETS, ETC HAVE BEEN MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO WIRING & GYP BD INSTALLATION. COORDINATE W/ SECURITY SUBCONTRACTOR FOR 1 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V POWER SUPPLY FOR SECURITY PANEL. r - I I L_J F - I I L - J I I L - J 1 I L -J I I L - J i I � L - ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. J D 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida z 904-247-1800 AA C000138 O U comm 1710 drwn J B S ichkd JWTS I date 5/9/18 15 of 15 eh. SECOND FLOOR ELECTRICAL PLAN FRAME EXTERIOR 1 1/2 "0 THREADED ROD BEARING WALL w/ UPLIFT CONNECTOR S-7 2"x6" SPF No.2 RODS ©48" 1/2 � THREADED ROD O.C. _ SHEARWALL REACTION STUDS © 16" O.C. CONNECTOR EACH END SW_1 O O SW_1 Q �2 SW -1 OF SHEARWALL SEGMENT �---� (3)2„x8 (3)2„x8„ 8 S_ g TYPICAL FRAME EXTERIOR BEARING WALL w/ lull 2"x6 it SPF No.2 STUDS © 16" O.C. SW -1 ANNEX Cil N O8'x7' OVERHEAD DOOR �I e N 12 41 I N I I I I n I O i j 14 j i K17S IMILAR 1 (3)2"x12" STHD14 __ STHD 3+2 3+20 3 S-7 1/2 "0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT Na v FRAME EXTERIOR BEARING WALL w/ O 2"x6" SPF No.2 STUDS © 16" O.C. SW -1 Q 20 SW -1 1/2"0 THREADED ROD UPLIFT CONNECTOR RODS © 48" O.C. O Q sw-1 WEST GARAGE = (2)2'>x8' (2)2„x8„ OVERHEAD GARAGE DOOR �._._ _ ° 81 DESIGN WIND PRESSURES: c�n ; LAUNDRY T P CALF PA_ +27.9 PSF -35.2 PSF I W cn .__ � � -.....-...-...... 'x7' OVERHEAD DOOR Im 9'x7' OVERHEAD DOOR I f 9 I E I , p pp 9 ' I I I HTS 4 H S24 INK I OENTER I COLUMN I m BETWEE OH °- I �1 x � � FRAME INTERIOR 2 0 ! 0 I 9 I � dARAGEI DOORS. -J .. x „ ° S-3 SHEARWALL w/ S-7 SIEE DERAIL 5/S-7 I ;; II N 2 x4 SPF No.2 BELOW 1 I I (3)1.75"x11.25" 2.0E I I (3)1.75"x11.25" 2.0E ! j BELOW STUDS 0 12" O.C. I MICROLAM LVL ROOF I I MICROLAM LVL ROOF f (2)2"x8" ADD ,INTERIOR STHD1 HEADER BEAM STHD14 - STHD14 HEADER BEAM s 1)t W , - _ _ _ fl - - _ _ SHEARWALL ._ _m _ - - S W 3 _ __ THIS SIDE ADD INTERIOR SW 3 J 2 cSHEARWALL 3 SW_ HTS 4 � THIS SIDE Q3 +2 3+20 03+2 3+20 1 SIMPSON STHD14 EMBEDDED STRAP 2pcs 2"x6" SPF o.2 x POWD R 1pc ' EACH SIDE OF GARAGE DOOR OPENING, SUPPORT STUDS AT ROOM SEE DETAIL 3/S-7. THIS REQUIREMENT CONNECTOR B A W.C. IS IN ADDITION TO THE '/2"0 THREADED BEA ING -5 SINK RODS INDICATED. (TYPICAL 6 LOCATIONS) 2pcs 2%��"-S-P-F No.2 - SUPPO IT STUDS AT cn PORCH BE BEARING. ; CLOSET , � C SEE D TAIL L 4/S'W 5.FIR T LEVEL SHEARWALL FRAMING PLAN } - SEE DETAIL 2/S- 2)2 x12 SCAL 1/4 = 1 -0 ..2pcs-EED"1 HT 24' HTS24 1 ALL EXTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED INSTALL 1/2" CDX PLYW00 2pcs 2"x6" SYP N0.2 STUDS 0.2 S SEE W/ DBL 2x6 SYP No.2 TOP PLATE, 2x6 SPF N I N MULL STUDS / OR /16 OSB SHEATHIN C� 16 O.C., AND 2"x6" SYP No.2 BOTTOM PLATE. CEILING DIAPHRAGM T "' : "'� �o DETAIL 2/S-3. 2) ALL ROOF BEAMS SHALL BE SYP NO.2 OR EQUAL. ENTRY PORCH. III �� (TYPICAL 2 LOCATIONS) TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 ��' x :: ...,.FRONT :: Nim FOYER INDICATES PA_ EXTERIOR BEARING WALL TWISTED STRAP " 0w 3 BELOW III cv .� � PORCH.' : �� �• �.'. xow AUTO COURT ,,, ., ---- _ o E FRAMED • INDICATES 1/20 THREADED ROD III �'�Q S-3 TIMBER .. INDICATES III INTERIOR SHEAR WALL ABOVE INDICATES 1 pc SIMPSON STHD14 TES HEADER BEAM p INDICA •,:� HTS24 12 HB&G PERMACAST SQUAR..Oo:• DILATES 1/ " CDX PLYWOOD IIS pp - ADD INTERIOR SW IN 2 COLUMN w/ 2pcs 1/2 "� THREADED RO III :.. ,.HTS2cs 4..' sw-1 sw 3 SHEARWALL THIS SIDE SHEARWALL, SEE SHEARWALL) » "x3"x1/4 ' � 2 2' x12 � � : � • SCHEDULE ON SHEET S-3 UPLIFT CONNECTORS w/ 3 PLATE WASHER AND HEX NUT A INDICATES 1/2" CDX PLYWOOD TOP. SEE DETAIL 6/S- � __________ � TYPICAL CORNER LOCATIONS. j FRAME INTERIOR � OR /16 OSB SHEATHING ( SHEARWALL w/_ OSET CEILING DIAPHRAGM 3 2"x4" SPF No.2 I � o .. 0 0 •. a o . 0 0 0 ��'"�,,• 0 0 0 0 0 HTS24 MSTA24 CS16 FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: INTEGRATED STRUCTURAL MULLS WITHIN THE WINDOW SYSTEM ARE THE RESPONSIBILITY OF THE WINDOW MANUFACTURER FOR CONFORMANCE WITH WINDOW/DOOR DESIGN PRESSURES ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE "SET" TWO COMPONENT EPDXY ADHESIVE OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. SIMPSON STHD 1 c 14 EMBEDDED STRAP S-4 ,.o STUDS 0 12" O.C. 9 P 0 S-3 I EACH SIDE OF GARAGE DOOR OPENING, BELOW SEE DETAIL 3/S-7. THIS REQUIREMENT BELOW IS IN ADDITION TO THE 1/2"0 THREADED 3STRUCTURAL v II.. x SINK RODS INDICATED. (TYPICAL 4 LOCATIONS) S_7 t�1U LS INTEGRAL N STUDY/GUEST 2 w/ WINDOW SYSTEM S W-1 N BATH S-7 O O SW -1 3+20---03+2 3+2 3 2 1 2 W.C. OW +2 BEL THp1 ' 3 1 75"x11.25" 2.0EFiD14{ 2 X STHD14 (3)1:7 "x11.25" 2.0E 1 1 O IMICHEADERBEAVL M OF I I ' MICR AM LVL ROOF L 1 � I HE DER BEAM I H Si ( I _ c n c cn I I I N I 1 SW -1 4 N I I 6 I S-7 w CEN R I COLUMN m I BET EIS OH o I N I o � AGE DOORS. -' I I r -------------------------------- __j O c0 CSAR I cn x I SIEE I E1�AIL 5/S-7 I I , I 9'x7' OVERHEAD DOOR 9'x7' OVERHEAD DOOR - ._��� L--_-- -_-- I CLOSET co OVERHEAD(�A�RAGE DOOR DESIGN WINCE PRESSURES: +27.9 PSF 35.2 PSF EAST GARAGE EAST GARAGE 11 tl I� ;I I i i I L_ _ AL PULL-DOWN Al ACCESSLADD FRAME INTERIOR SHEARWALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. (2)2"x8„ 77 SW -1 1/2 "0 THREADED ROD 2 UPLIFT CONNECTOR S-6 RODS © 48 " O.C. 4' S-3. x t 2Q Z� 4 CLOSET cnII I 4FT EXPOSED BRIC SITE 6 SCREEN WALL. SEE S-5 SECTION 7/S-5. �-��-��������-� - - e � FRAME � EX TER I R /2' THREADED ROD SHEARWALL REACTION BEARING WALL CONNECTOR EACH END 2"x6" SPF No.2 OF SHEARWALL SEGMENT T STUDS © 16" O.C. /2 0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END Ac Ac GENERATOR OF SHEARWALL SEGMENT /MKIL 3pcs 2"x6" SPFo.2PORCH SUPPORT STUDS BEAM BEARING. SEE DETAIL (3)2„x8„ (3)2"x8 L8-_ ®m_-� 7/S-3 AND DETAIL 13/S-3. I OVENS--��--� NG � 2ppcs _ i HTS24 2pcs 2"x6" SPF NO.2 Y� AND REF ..• '. N W FULL HT. STUDS 0 :.:N x = mu 2pcs 2x6 SPF NO.2 ' xa JACK STUDS EACH SIDE ' = N �� OF CASE OR€N PI : N x . �� SUMMER SINK 'x ° KITCHEN ' KITCHEN.`.10 10 4 C W U z� UCTURAL :` .. S-4;' o ��' vx M S INTEGRAL 1 -BELOW 3 x12 P i FRAME INTERIOR w/ WINDOW SYSTEM cn ___ N (T SHEARWALL w/ x 0.2 xZ ,: r� 2 x4 SPF N F s N xWJ IN STUDS 0 12 O.C.CD m� " : :..:' 0 C it P II , W X DINING I I ' A N ROOM Q w Ld m III � w I I :•.:•.•,..•..:.. ••::.,.:• ••.... , .•.. •:..•.:.••:: . �� :•. •:• III III 0Z Iw-` " III N 7W �-- I^x III X ,0Q z III N �xW W W III �wm�' SII III �Nt�n �_ .. .. .•,,• •III III 2pcs 2"x6" SPF N0.2 w 00 oo FULL HT. STUDS AND w xII 2pcs 2x6 SPF N0.2 cn�- I I , JACK STUDS EACH SIDE W OF CASED OPENING °D00 cn LIVING = 115 3 I I • . S_ 4 .. ... : I S_ G ROOM BELOW :: ..: x FRAME INTERIOR BEARING WALL I :....' .. „ „ �W � •:•.:.:• :.: .:•.�: SCREENED : • :.:. :. :• :.._.•t I w/ 2 x4 SPF No x�� PORCH 5 STUDS 0 12" O.C. XW� I .:.:` •.. " . ' S-` FRAME THIS `° mu ' ~� . ... ••: ••. • .. .. � .' •• BELOW 10 BEARING WALL w/ S_ 3 2 x6 SPF No -2 i BELOW STUDS 0 2" O.C. F42 IREPLAC 4 ..•...:BELOW • . ..•.. •, •: :..•. • . - :. ER FRAME INTERIOR SHEARWALL w/ cs 2"x4" SPF No.2 HTS24 M STUDS 0 12" O.C. LINEN cn w x 0 S RUCTURAL YO �II 00 7) N? w „ . •.,M`ULLS INTEGRAL ^ IINxW MASTER °° I ;' w/ DOOR SYSTEM'-'.'". Ll a0 BEDROOM o „ �� Ln r, _ 3o v �I ZaN.. 0WN I QVC 13 N S_3 x 1 8 HTS24 .. Zi - . cn .. 1 TYPICAL (2)2„x8„ (2)2 x8 (3)2"x12" -_ 02 20 S w 1 Q2 Q2 s w-1 HTS24 LOUVERS MASTER BATH FRAME INTERIOR SHEARWALL w/ 2"x4" SPF No.2 STUDS 0 12" O.C. TUB I� SHOWER 00 x " D ROD 3 cs 2"x6" SPF No.2 cv /2 THREADED p CONNECTOR SUPPORT STUDS AT N UPLIFT RODS @ 48" O.C. ORCH BEAM BEARING S'��E DETAIL 7/S-3 AND SW -1 DETAIL 13/S-3 1/2 "fib THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT " &G PERI'ACAST SQUARE GLUM w/ 2pc 1/2 "O THREADED ROD PLIFT ONNECTO S w/ 3"x3"x1/4" LATE W SHER AN` HEX NUT AT OP. SEE ETAIL 6 S-3 YPICAL ORNER LOCATIONS) STALL 1 " CDX LYWOOD R 7/16 " SB SHE THING EILING DI PHRAGM TO COVERED ORCH. F STEN w 8d COMMON IRE NAIL @ 6" C. EDGES ND 6" 0. . FIELD NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x12" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 16.0" MICROLAM LVL HEADERS TOGETHER w/ 6 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER 10" HB&G PERMACAST SQUARE COLUMN w/ 1/2 "0 THREADED ROD UPLIFT CONNECTOR w/ 311x3"x1/4" PLATE WASHER AND HEX NUT AT TOP. SEE DETAIL 5/S-3 (TYPICAL 4 LOCATIONS) INSTALL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING CEILING DIAPHRAGM TO COVERED PORCH. FASTEN w/ 8d COMMON WIRE NAILS © 6" O.C. EDGES AND 6" O.C. FIELD CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEGiA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cc e co FL P.E. 3820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U zcn w ..w Q Wz o = c° G:f ~LdD I E <Jw No0 �Q>=ooF_ � .�aQr''�i �0 U�-imo� 0) =)OzN© cj:��U-1w^� LLJ (n cn _j a- o 0 ZzOOz_I00� n F-- 04 v O � U (J-) z �0 U Z Q J (2)2"x8" SW -1 Q FRAME EXTERIOR - BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. EAST GARAGE 11 tl I� ;I I i i I L_ _ AL PULL-DOWN Al ACCESSLADD FRAME INTERIOR SHEARWALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. (2)2"x8„ 77 SW -1 1/2 "0 THREADED ROD 2 UPLIFT CONNECTOR S-6 RODS © 48 " O.C. 4' S-3. x t 2Q Z� 4 CLOSET cnII I 4FT EXPOSED BRIC SITE 6 SCREEN WALL. SEE S-5 SECTION 7/S-5. �-��-��������-� - - e � FRAME � EX TER I R /2' THREADED ROD SHEARWALL REACTION BEARING WALL CONNECTOR EACH END 2"x6" SPF No.2 OF SHEARWALL SEGMENT T STUDS © 16" O.C. /2 0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END Ac Ac GENERATOR OF SHEARWALL SEGMENT /MKIL 3pcs 2"x6" SPFo.2PORCH SUPPORT STUDS BEAM BEARING. SEE DETAIL (3)2„x8„ (3)2"x8 L8-_ ®m_-� 7/S-3 AND DETAIL 13/S-3. I OVENS--��--� NG � 2ppcs _ i HTS24 2pcs 2"x6" SPF NO.2 Y� AND REF ..• '. N W FULL HT. STUDS 0 :.:N x = mu 2pcs 2x6 SPF NO.2 ' xa JACK STUDS EACH SIDE ' = N �� OF CASE OR€N PI : N x . �� SUMMER SINK 'x ° KITCHEN ' KITCHEN.`.10 10 4 C W U z� UCTURAL :` .. S-4;' o ��' vx M S INTEGRAL 1 -BELOW 3 x12 P i FRAME INTERIOR w/ WINDOW SYSTEM cn ___ N (T SHEARWALL w/ x 0.2 xZ ,: r� 2 x4 SPF N F s N xWJ IN STUDS 0 12 O.C.CD m� " : :..:' 0 C it P II , W X DINING I I ' A N ROOM Q w Ld m III � w I I :•.:•.•,..•..:.. ••::.,.:• ••.... , .•.. •:..•.:.••:: . �� :•. •:• III III 0Z Iw-` " III N 7W �-- I^x III X ,0Q z III N �xW W W III �wm�' SII III �Nt�n �_ .. .. .•,,• •III III 2pcs 2"x6" SPF N0.2 w 00 oo FULL HT. STUDS AND w xII 2pcs 2x6 SPF N0.2 cn�- I I , JACK STUDS EACH SIDE W OF CASED OPENING °D00 cn LIVING = 115 3 I I • . S_ 4 .. ... : I S_ G ROOM BELOW :: ..: x FRAME INTERIOR BEARING WALL I :....' .. „ „ �W � •:•.:.:• :.: .:•.�: SCREENED : • :.:. :. :• :.._.•t I w/ 2 x4 SPF No x�� PORCH 5 STUDS 0 12" O.C. XW� I .:.:` •.. " . ' S-` FRAME THIS `° mu ' ~� . ... ••: ••. • .. .. � .' •• BELOW 10 BEARING WALL w/ S_ 3 2 x6 SPF No -2 i BELOW STUDS 0 2" O.C. F42 IREPLAC 4 ..•...:BELOW • . ..•.. •, •: :..•. • . - :. ER FRAME INTERIOR SHEARWALL w/ cs 2"x4" SPF No.2 HTS24 M STUDS 0 12" O.C. LINEN cn w x 0 S RUCTURAL YO �II 00 7) N? w „ . •.,M`ULLS INTEGRAL ^ IINxW MASTER °° I ;' w/ DOOR SYSTEM'-'.'". Ll a0 BEDROOM o „ �� Ln r, _ 3o v �I ZaN.. 0WN I QVC 13 N S_3 x 1 8 HTS24 .. Zi - . cn .. 1 TYPICAL (2)2„x8„ (2)2 x8 (3)2"x12" -_ 02 20 S w 1 Q2 Q2 s w-1 HTS24 LOUVERS MASTER BATH FRAME INTERIOR SHEARWALL w/ 2"x4" SPF No.2 STUDS 0 12" O.C. TUB I� SHOWER 00 x " D ROD 3 cs 2"x6" SPF No.2 cv /2 THREADED p CONNECTOR SUPPORT STUDS AT N UPLIFT RODS @ 48" O.C. ORCH BEAM BEARING S'��E DETAIL 7/S-3 AND SW -1 DETAIL 13/S-3 1/2 "fib THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT " &G PERI'ACAST SQUARE GLUM w/ 2pc 1/2 "O THREADED ROD PLIFT ONNECTO S w/ 3"x3"x1/4" LATE W SHER AN` HEX NUT AT OP. SEE ETAIL 6 S-3 YPICAL ORNER LOCATIONS) STALL 1 " CDX LYWOOD R 7/16 " SB SHE THING EILING DI PHRAGM TO COVERED ORCH. F STEN w 8d COMMON IRE NAIL @ 6" C. EDGES ND 6" 0. . FIELD NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x12" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 16.0" MICROLAM LVL HEADERS TOGETHER w/ 6 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER 10" HB&G PERMACAST SQUARE COLUMN w/ 1/2 "0 THREADED ROD UPLIFT CONNECTOR w/ 311x3"x1/4" PLATE WASHER AND HEX NUT AT TOP. SEE DETAIL 5/S-3 (TYPICAL 4 LOCATIONS) INSTALL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING CEILING DIAPHRAGM TO COVERED PORCH. FASTEN w/ 8d COMMON WIRE NAILS © 6" O.C. EDGES AND 6" O.C. FIELD CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEGiA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cc e co FL P.E. 3820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U zcn w ..w Q Wz o = c° G:f ~LdD I E <Jw No0 �Q>=ooF_ � .�aQr''�i �0 U�-imo� 0) =)OzN© cj:��U-1w^� LLJ (n cn _j a- o 0 ZzOOz_I00� n F-- 04 v O � U (J-) z �0 U Z Q J cl�) U 0 � W Z=)wD c,' Q Z �U�o� Q Z JQ fy L.Lj = u �QI'l=z J c/) mU 0 75 W Q Q� �m�n � Y QU C:� WOQQLn� �- O DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 1/4" = 1'-0" JOB NO. E18-017 SHEET s__l SHEET 1 OF 11 BALLOON FRAME GABLE END WALL w 2"x6" SPF NO.2 STUDS @ 16" O.C. 1 pc SIMPSON CS16 S-7 COIL STRAP TO THE SW -3 S3+1 EXTERIOR FLOOR BEAM FRAMING OR WALL FRAMING BELOW 3pcs 2"x6" SPF No.2 JACK STUDS. SPLICE1/2" CDX PLYWOOD TOGETHER w/ 2 ROWS SHEATHING 12d COMMON WIRE WALL SHE U CLOSET NAILS @ 12" O.C., I —Jpc SIMPSON A35 TOP _j o SLOPED CEILING EACH LAYER AND BOTTOM, EACH SIDE. Q FASTEN / 12-8d x 11/2 " o ° INTERIOR COMMON IRE NAILS. 7- u° ._- �.. ° GARAGE LEVEL 3 cs 2"x6" STUDS J r 1 m I___ A35 EN TER MULL Q cnVERTICAL C 0 , LJ o O � + BATHS 2 DETAIL Q z i. _'Do 2x m 1.S-2 SCALE: 11/2„ = 1,-0„ a + I z ! O c O (Wic. I x ROOF BELOW Q N I C/) TUB _... I I �I 1 PLYWOOD SHEA -WNALL I SHEATHINGII NO I REQUIRED THIS WALL cn I 1 L- — — — ,_._ — — — ww....,_,.._..........,_..- —.—....._. — —.1— -- - — —.V.._.— __,..� 2pcs SIOSON CS16 COIL STRAP PS FROM EACH SHEARWALL SEGMENT TO FLOOR TRUSSES/BEAMS BELOW SW -3 S3+1 )2"�12 3+1 O W- 3 STORAGE 3pcs 2"x6" PF No 2 EQUIPMENT MULL STUD SEE DETAIL 2/S I2. I GUEST SUITE (3)2"x12" L ------ V/_ 2pcs SIMPSON CS16 COIL STRAPS FROM EACH SHEARWALL SEGMENT TO FLOOR TRUSSES/BEAMS BELOW 1 pc SIMPSON CS16 COIL STRAP FROM WALL FRAMING TO THE FLOOR BEAM FRAMING BELOW @ 32" O.C. I 1 pc SIMPSON CS16 �o COIL STRAP TO THE U7I EXTERIO FLOOR BEAM FRAMING � o� OR WALL FRAMING BELOW I i x 04 JACK STUDS. SPLICE i. 1/2" CDX PLYWOOD TOGETHER w/ 2 ROWS Q !;. WALL SHEATHING 12d COMMON WIRE �� cn 0 Q� I NAILS @ 12" O.C., c � -1pc SIMPSON A35 TOP Z AND BOTTOM, EACH SIDE. ° INTERIOR FASTEN w/ 12-8d x 11/2" INTER Lki ° COMMON WIRE NAILS. I � N A35 \,I7-0-rlt-% A i (-`F_-NITFP AAI II 1 Q=z < O J�mUO Co O Q i O Cn � Qx U wm V) m� N Z C�d Lj INFILL ATTIC TRUSS END WALL w/ 2x6" SPF No.2 STUDS @ 16" "O.C. 2pcs SIMPSON CS16 COIL STRAPS FROM EACH SHEARWALL SEGMENT INFILL ATTIC RUSS T FLOOR TRUSSES/BEAMS END WALL w E OW 1 pc SIMPSON CS16 ,_ --, -----_,......---- _ 2 x6 SPF No.2 I COIL STRAP FROM STUDS @ 16" O.C. I WALL FRAMING TO THE I FLOOR BEAM FRAMING ROOF BELOW7 BELOW @ 32" O.C. 1 o I I � 1 0 ROOF B I /PLYWOOD SHEARWALL FRAME EXTERIOR 3+10 W-3 SHEATHIN(J" NOT BEAkING WALL w/ REQUIRED THIS WALL )12� x6 SPF No.2 SIMPSON CS16 -, \— 3pcs 2"xl " SPF No.2 STUDS @ 16 O.C. 1 pc SIM LL STUDS. SEE 1 COIL STRAP FROM.---- MU U I MULL STUDS TO THE DETAIL 21/S-2. 2 1 WALL FRAMING BELOW BALLOON FRAME GABLE END WALL w 2"x6" SPF N0.2 STUDS @ 16" O.C. S-5 I I I 1 1 i t € i i € z w C/) C:) bi �m �0 mw Qm uj =0 (l) z O SW -3 € t�. leexr l j owc I 1 ADD WtRIOR SW— 2 SHEAR)NALL THIS 1 SIDE STAIR LANDING OPEN TO BELOW SW -3 DETAIL S-2 SCALE: 11/2" NOTE: ADD PLYWOOD SPACERS AS REQUIRED TO ACHIEVE SPECIFIED FRAMF XTERIOR ARCHITECTURAL WIDTH �E� -- --, BEARING WALL w/ 1 `` SINK I 2"x6" SPF No.2 STUDS @ 16" O.C. CLOSET I � BATH —— I ROOF BELOW I € 2pcs SIMPSON C`S16 ----mm---mm SW -3 Q2 0 I COIL STRAPS ,...FROM EACH SHEARWALL SEGMEN (2)2x8" ro I TO FLO TRUSSES/BEAM �I BELOW/, 1/2"0 THREADED ROD (f)1 p� ROOF BELOW` SHEARWALL REACTION ROD EACH END, ALIGNED w/ M THREADED RODS BELOW o��,f�m x GU— STRUCTURAR P P I MULLS INTEGRAL `� w/ WIN'DOW SYS,.TM SECOND LEVEL SHEARWALL F PLA �- _ ..m.-..... LLLI, 1 � 1 SCALE: 1/4 = 1 1) ALL EXTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED - - , �° �� 1 I' N E EXTERIOR w/ DBL 2"x6" SYP No.2 TOP PLATE, 2x6 SPF No.2 STUDS I 0 I, r+ SAM @ 16" O.C., AND 2"x6" SYP No.2 BOTTOM PLATE. ROOF BELOW I �.sEARING WALL w/ 2 ALL ROOF BEAMS SHALL BE SYP NO.2 OR EQUAL. WINDOW X6 SPF N) .,.�,...e-�.. �..�,m.....,-__ � ^ SEAT �� � �� TU D S @ 16" O.C. INDICATES TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 EXTERIOR BEARING WALL TWISTED STRAP x j` I I LOFT INDICATES TIMBER FRAMED INDICATES /20 THREADED ROD cv . I INTERIOR SHEAR WALL INDICATES 2pcs SIMPSON CS16 STRAP 2pcs SIMPS CS16 SW -3 I , INDICATES HEADER BEAM ° COIL STR S f ROM I I ° EACH SHEARWA _ SEGMENT I 2pcs 2x6 SPF N0.2 TSO FLOOR SES/BEAMS 1 SW— INDICATES 1/2" CDX PLYWOOD ° 1 MULL STUDS. SEE WALL SEE SHEARWALL �' BELOW 1 SHEAR 0 0 1 + DETAIL 1 /S-2. SCHEDULE ON SHEET S-3 1 — (TYPICAL 3 LOCATIONS) • ° F AME EXTERIOR 1 Q BEA ING WAL' w/ Q I I FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: INTEGRATED STRUCTURAL MULLS WITHIN THE WINDOW SYSTEM ARE THE RESPONSIBILITY OF THE WINDOW MANUFACTURER FOR CONFORMANCE WITH WINDOW/DOOR DESIGN PRESSURES ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG—TIE "SET" TWO COMPONENT EPDXY ADHESIVE OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. NOTE: SPLICE ALL MULTI—PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI—PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI—PLY 2"x12" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER ° Ld ° ° 2'x6" SPF No.2 = ROOF BELOW I " Ld a STUDS @ 16O.C. Ldo J I __j '� 1 °� 0 1 1 ° ° I ° 1 ROOF BELOW ry LiJ (n ry HTS24 MSTA24 CS16 I w 1 I =p ! 0 1 to z II STORAGE GUEST 2 M .....- ...._ _. _ ..._ ... -_ ......-.V....-._..._ ............................_.......... _ _.........._..._...._....--.._...._......_...._... _. - - ..._.......- ..._......... . --a I O I x 1 I I 1 1 STRUCTURAL M I MULLSINTEGRAL c ISIMPSON CS16 I w/ WINDOW SYSTEM C I STRAP FROM I 1 I I --_....__....-WALL -F MING TO THE 1 ►� °� I 1 I FLOOR B M FRAMING 1 I 1 I I BELOW 32" O.C. ! (2)2»x8,� j 1 I I SW -3 �LL 22 I � O I I 1 __-_.. ___ - I I I r� ( I 2pcs, SIMPSON CS16 � I I I 0I I BATH , CLOSE I I COI STRAPS FROM E I 00 � SH R I I I EACH SHEARWALL SEGMENT I I 1 w.c. I TO FLOOI4 TRUSSES/BEAMS I ROOF BELOW ' BELOW I 1 SINK 1FRAME EXTERIOR I i ( 2x� 8. I BEARING WALL w/ 2.®... SW -3 2x6 SPF �Io.2 I I STUDS @ 16\O.C. 1 I I 2pcs SIMPSON CS16 1 pc SIMPSO CS16 INFILL ATTIC TRUSS I I I COIL STRAPS FROM OIL STRAP FROM END WALL w/ j 1 I EACH SHEARWALL SEGMENT WALL AMING TO THE I I FLOOR EAM FR G ROOF BELOW 2"x6" SPF No.2 TO FLOOR TRUSSES/BEAMS DS 16" O.C. STUDS @ I I BELOW BELO @ 32" O.C. � I 1 � I I I ROOF BELOW I I 1 I I I _.... ,_.... _._ _-..._.M _... �. _......�.._ _.. — _..� _.._ �..... 1 _.V — — �....._. ____ — _... — w.... _... _V...�.._...._...M... _.....�.. ,..... _.. _.. _.._. — _... _— �...... _.._ _... _..- — -- ...._. _.._ _... --- ____ �. _-_. _.�. — _-... ___. _-.. �_ — _.. _w m . � � _ � _ � � _ _ _ __ _ � _ _ � _ _ _ _ _ � _ _ _ i 2' S-6 INFILL ATTIC TRUSS END WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. 0 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (89421 7-4707 cckathe �l cow FL P.E. 3682 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11 /18 U z� ..W Q Wz o CD =zL,J0 <wZl�iol, E QJW N� 0 �Q>=00I` cl G:f QU (.0 d- CjUQw .� E �om�N@ ry 1--- u u .I ^ � LJ V) cn a- 0 =CSO>_j0o� 0 cf) � U �O � � U U Z Q J n 1 pc SIMPSON CS16 COIL STRAP TO THE U7I EXTERIO FLOOR BEAM FRAMING OR WALL FRAMING BELOW 2pcs 2"x6" SPF No.2 0U JACK STUDS. SPLICE i. 1/2" CDX PLYWOOD TOGETHER w/ 2 ROWS Q !;. WALL SHEATHING 12d COMMON WIRE �� I NAILS @ 12" O.C., � � -1pc SIMPSON A35 TOP Z AND BOTTOM, EACH SIDE. ° INTERIOR FASTEN w/ 12-8d x 11/2" INTER ° ° COMMON WIRE NAILS. °°OND SEC LEVEL 2 cs 2"x6" STUDS p A35 \,I7-0-rlt-% A i (-`F_-NITFP AAI II 1 DETAIL S-2 SCALE: 11/2" NOTE: ADD PLYWOOD SPACERS AS REQUIRED TO ACHIEVE SPECIFIED FRAMF XTERIOR ARCHITECTURAL WIDTH �E� -- --, BEARING WALL w/ 1 `` SINK I 2"x6" SPF No.2 STUDS @ 16" O.C. CLOSET I � BATH —— I ROOF BELOW I € 2pcs SIMPSON C`S16 ----mm---mm SW -3 Q2 0 I COIL STRAPS ,...FROM EACH SHEARWALL SEGMEN (2)2x8" ro I TO FLO TRUSSES/BEAM �I BELOW/, 1/2"0 THREADED ROD (f)1 p� ROOF BELOW` SHEARWALL REACTION ROD EACH END, ALIGNED w/ M THREADED RODS BELOW o��,f�m x GU— STRUCTURAR P P I MULLS INTEGRAL `� w/ WIN'DOW SYS,.TM SECOND LEVEL SHEARWALL F PLA �- _ ..m.-..... LLLI, 1 � 1 SCALE: 1/4 = 1 1) ALL EXTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED - - , �° �� 1 I' N E EXTERIOR w/ DBL 2"x6" SYP No.2 TOP PLATE, 2x6 SPF No.2 STUDS I 0 I, r+ SAM @ 16" O.C., AND 2"x6" SYP No.2 BOTTOM PLATE. ROOF BELOW I �.sEARING WALL w/ 2 ALL ROOF BEAMS SHALL BE SYP NO.2 OR EQUAL. WINDOW X6 SPF N) .,.�,...e-�.. �..�,m.....,-__ � ^ SEAT �� � �� TU D S @ 16" O.C. INDICATES TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 EXTERIOR BEARING WALL TWISTED STRAP x j` I I LOFT INDICATES TIMBER FRAMED INDICATES /20 THREADED ROD cv . I INTERIOR SHEAR WALL INDICATES 2pcs SIMPSON CS16 STRAP 2pcs SIMPS CS16 SW -3 I , INDICATES HEADER BEAM ° COIL STR S f ROM I I ° EACH SHEARWA _ SEGMENT I 2pcs 2x6 SPF N0.2 TSO FLOOR SES/BEAMS 1 SW— INDICATES 1/2" CDX PLYWOOD ° 1 MULL STUDS. SEE WALL SEE SHEARWALL �' BELOW 1 SHEAR 0 0 1 + DETAIL 1 /S-2. SCHEDULE ON SHEET S-3 1 — (TYPICAL 3 LOCATIONS) • ° F AME EXTERIOR 1 Q BEA ING WAL' w/ Q I I FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: INTEGRATED STRUCTURAL MULLS WITHIN THE WINDOW SYSTEM ARE THE RESPONSIBILITY OF THE WINDOW MANUFACTURER FOR CONFORMANCE WITH WINDOW/DOOR DESIGN PRESSURES ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG—TIE "SET" TWO COMPONENT EPDXY ADHESIVE OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. NOTE: SPLICE ALL MULTI—PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI—PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI—PLY 2"x12" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER ° Ld ° ° 2'x6" SPF No.2 = ROOF BELOW I " Ld a STUDS @ 16O.C. Ldo J I __j '� 1 °� 0 1 1 ° ° I ° 1 ROOF BELOW ry LiJ (n ry HTS24 MSTA24 CS16 I w 1 I =p ! 0 1 to z II STORAGE GUEST 2 M .....- ...._ _. _ ..._ ... -_ ......-.V....-._..._ ............................_.......... _ _.........._..._...._....--.._...._......_...._... _. - - ..._.......- ..._......... . --a I O I x 1 I I 1 1 STRUCTURAL M I MULLSINTEGRAL c ISIMPSON CS16 I w/ WINDOW SYSTEM C I STRAP FROM I 1 I I --_....__....-WALL -F MING TO THE 1 ►� °� I 1 I FLOOR B M FRAMING 1 I 1 I I BELOW 32" O.C. ! (2)2»x8,� j 1 I I SW -3 �LL 22 I � O I I 1 __-_.. ___ - I I I r� ( I 2pcs, SIMPSON CS16 � I I I 0I I BATH , CLOSE I I COI STRAPS FROM E I 00 � SH R I I I EACH SHEARWALL SEGMENT I I 1 w.c. I TO FLOOI4 TRUSSES/BEAMS I ROOF BELOW ' BELOW I 1 SINK 1FRAME EXTERIOR I i ( 2x� 8. I BEARING WALL w/ 2.®... SW -3 2x6 SPF �Io.2 I I STUDS @ 16\O.C. 1 I I 2pcs SIMPSON CS16 1 pc SIMPSO CS16 INFILL ATTIC TRUSS I I I COIL STRAPS FROM OIL STRAP FROM END WALL w/ j 1 I EACH SHEARWALL SEGMENT WALL AMING TO THE I I FLOOR EAM FR G ROOF BELOW 2"x6" SPF No.2 TO FLOOR TRUSSES/BEAMS DS 16" O.C. STUDS @ I I BELOW BELO @ 32" O.C. � I 1 � I I I ROOF BELOW I I 1 I I I _.... ,_.... _._ _-..._.M _... �. _......�.._ _.. — _..� _.._ �..... 1 _.V — — �....._. ____ — _... — w.... _... _V...�.._...._...M... _.....�.. ,..... _.. _.. _.._. — _... _— �...... _.._ _... _..- — -- ...._. _.._ _... --- ____ �. _-_. _.�. — _-... ___. _-.. �_ — _.. _w m . � � _ � _ � � _ _ _ __ _ � _ _ � _ _ _ _ _ � _ _ _ i 2' S-6 INFILL ATTIC TRUSS END WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. 0 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (89421 7-4707 cckathe �l cow FL P.E. 3682 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11 /18 U z� ..W Q Wz o CD =zL,J0 <wZl�iol, E QJW N� 0 �Q>=00I` cl G:f QU (.0 d- CjUQw .� E �om�N@ ry 1--- u u .I ^ � LJ V) cn a- 0 =CSO>_j0o� 0 cf) � U �O � � U U Z Q J n U7I 0U z � � Q W I- Q U �� I � � � Z �Q COLj Q=z J�mUO Q W< � � U wm V) Z C�d Lj L) > O a Q� r-,� C/� Ja �QLn� Z o O U W cf) DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 1/4" = 1'-0" JOB NO. E18-017 SHEET S-2 SHEET 2 OF 11 SHEARWALL SPECIFICATIONS SW -1 INSTALL 1/2" APA RATED PLYWOOD SHEARWALL SHEATHING OVER ,�2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3 O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE 1/2 "0 DIAMETER ALL THREAD REACTION CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. SW -2 INSTALL 1/2" APA RATED PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2"x4"/2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE 1/2"0 DIAMETER ALL THREAD REACTION CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. SW -3 INSTALL 1/2" APA RATED PLYWOOD SHEARWALL SHEATHING OVER „2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3 O.C. T ALL EDGES AND 6" O.C. FIELD. INSTALL SPF No.2 BLOCKING FAT STRAPS AT HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 EACH END OF SHEARWALL SEGMENT TO FLOOR BEAM/WALL BELOW. INDICATES 1/2" APA RATED PLYWOOD SHEARWALL AS PER SCHEDULE INDICATES ONE PIECE 1/2" DIAMETER ALL—THREAD REACTION CONNECTOR ROD # — INDICATES THE NUMBER OF FULL HEIGHT 2"x6" STUDS O EACH SIDE OF THE DOOR OR WINDOW OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. NOTES: 1) SEE DETAIL 1/S-3 FOR TYPICAL SHEATHING NAILING PATTERNS. 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL SHEARWALL SEGMENTS. 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM (ALL MEMBERS). BOUNDARY OF ROOF SHEATHING, FLOOR • • • • . . ... . . . . SHEATHING, OR WALL SHEATHING • PLYWOOD NAIL SPACING AT SUPPORTED EDGES, SEE NOTES OR SCHEDULE EXAMPLE OF UNSUPPORT (UNBLOCKED) PANEL ED( UNSUPPORTED PANEL ED IS TYPICAL CONDITI UNLESS BLOCKING REQ'D BY SCHEDL OR N01 NAILING INTERMEDIA SUPPORT IS 6" O.C. MAX. LION EXAMPLE NAILING PATTERN FOR SHEATHING CSN FI OOR S. ROOF, __AND SHEAR WALLS 1 DETAIL S-3 SCALE: NTS 1 pc SIMPSON A35 TOP AND BOTTOM, EACH SIDE. FASTEN INTERIOR TO HEADER AND MULL STUDS w/ 12-8d x 11/2 NAILS. "� �- 1 pc SIMPSON A35 TOP I___ FASTEN TO CONCRETE SLAB I AND BOTTOM, EACH SIDE.,, w/ 4pcs 1/4 "Ox21/4" HEX °. r • TFASTEN w/ 12-8d x 1 /2 HEAD TAPCONS • ° - COMMON WIRE NAILS. 2pcs 2x6 SYP No -2 JACK STUDS. SPLICE TOGETHER w/ 2 ROWS EXTERIOR 1/2" APA RATED 12d COMMONWIRE WALL SHEATHING NAILS @ 12" O.C., 2Qcs 2"x6" MULL STUDS AT FRONT ENTRY DOOR HEADER BEAM 2 D ETA -1 L �S3 SCALE: 11/2" — 1'-0>, 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. 2"x6" SPF NO.2 CRIPPLE STUDS o�0 0 0 0 o a 0 A35 �I. � 1.75"x11.25" 2.0E 1 pc SIMPSON H2.5 CLIP (3 ) TOP AND BOTTOM MICROLAM LVL FRONT DOOR HEADER BEAM 2pcs 2"x6" SYP No.2 JACK 1 pc SIMPSON A35 AT TOP AND STUDS. SPLICE TOGETHER w/ BOTTOM, EACH SIDE. FASTEN w/ 2 ROWS 12d COMMON WIRE NAILS @ 12" O.C. 12-8d x 11/2" COMMON WIRE NAILS. 2pcs 2"x6" MULL STUDS AT FRONT ENTRY DOOR HEADER BEAM 3DETAIL DOUBLET P PLATE INTERSECTION ATINTERIOR SHEARWALL 4 DETAIL VS-3JSCALE: NTS 10" HB&G PERMACAST PRIMARY SQUARE LOAD BEARING (3)2"x12" SYP NO.2 COLUMN BELOW COVERED PORCH ROOF HEADER BEAM 3"x3"x1/4" PLATE WASHER, I� 11/2 )? WH EAVY WASHER, AND HEX NUT 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-1 COVERED PORCH HEADER BEAM BEARING ON 10"i HB&G PERMACAST COLUMN 5 DETAIL S-3 1 SCALE: 11/2 = 1'-0" 10" HB&G PERMACAS SQUARE LOAD BEARIN CORNER COLUMN BELO' PRIMARY (3)2"x12" SYP N0.2 COVERED PORCH ROOF HEADER BEAM 3"x3"x1/4" PLATE WASHER, _ 1 SECONDARI 1/2 WHEAVY WASHER, 2"x12" SYP N0. � AND HEX NUT EACH ROD (3 ) COVERED PORCH ROOF HEADER BEA VI 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-1 COVERED PO BCH HEADER BEAM BEARING ON 10" HB&G iCORNER COLUMN 6 DETAIL S-3 SCALE: 1 /2 OPPOSITE SIDE SIMILAR MASTER BATHROOM 1/2 "0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT STANDARD 3pcs 2"x6" STUDS AT CORNER CONDITION 10" HB&G PERMACAST SQUARE COLUMN CUT IN—HALF SUPPORT STUD 7 S-3, 3/4" DEEP SAWCUT W/ ELASTOM ERI C SEALANT ALTERNATE: DRILL 8" AND EPDXY 1/2 "Ox10" HOT DIPPED GALVANIZED THREADED STUDS w/ 2"x2"x1/8"PLATE WASHERS AND HEX NUTS IN LIEU OF THE CAST—IN—PLACE ANCHOR BOLTS SLAB ON GRADE, SEE PLAN NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT. ARRANGE SAWCUTS TO CREATE APPROXIMATELY 20' x 20' SQUARE PATTERN OVER THE ENTIRE SLAB. SAWCUT SLAB, TYPICAL � SECTION S-3/ SCALE: 3/4" EL.+ 0'-0" 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-10 FRAME INTERIOR SHEAR WALL w/ 2"x4" SPF No.2 STUDS @ 12" O.C. 2" x4" P.T. SYP NO.2 SILL PLATE w/ 1/2 "0 x 10" ANCHOR BOLT @ 24" O.C. w/ 2"x2"x1/8" PLATE WASHER 1/2 " APA RATED SHEARWALL E SHEATHING FASTENED w/ 8d COMMON WIRE NAILS �I @ 3" O.C. EDGES AND �� 6" O.C. FIELD If � 2%2%1/$" PLATE WASHER AND COUPLER NUT �4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER I I II 6 MIL VAPOR BARRIER II ON TERMITE TREATED " COMPACTED FILL Ly TOP OF SLAB d d X X X X X X° X o w 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-10 FRAME INTERIOR BEARING WALL w/ 2"x4" SPF No.2 STUDS 0 12" O.C. OR 2"x6" SPF No.2 STUDS @ 16" O.C. 2"x4"/2"x6" P.T. SYP NO.2 SILL PLATE w/ 1/2 "0 x 10 ANCHOR BOLT @ 24" O.C. w/ 2 x2 x /8is PLATE WASHER EL. +0'-0,> TOP OF SLAB o LLJ r- J 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) SEE DETAIL 13/S-3 FOR HORIZONTAL STRAPS AT PORCH BEAM CONNECTION FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. REAR COVERED APA RATED PLYWOOD PORCH SHEARWALL SHEATHING �-- 3pcs 2"x6" SPF No.2 SUPPORT STUDS AT REAR PORCH BEAM BEARING (3)2_'x12_'_ FASTEN FIRST SUPPORT STUD TO CORNER STUDS w/ 1 ROW 16d COMMON WIRE NAILS @ 8" O.C. AT COVERED PORCH BEAM DETAIL SCALE: 3/4" 1/2"0 THREADED ROD CLEAR TYP 1'-8"w x 10'd" MONOLITHIC 1'_g" THICKENED SLAB w/ 2—#5 CONTINUOUS V -8"w x 10'd" INTERIOR BEARING SHEARWALL FOUNDATION 9 SECTION S-3 SCALE: 3/4" ALTERNATE: DRILL 8" AND EPDXY 1/2 "Ox10" HOT DIPPED GALVANIZED THREADED STUDS IN LIEU OF THE CAST—IN—PLACE ANCHOR BOLTS 11 II 2x2x"/8 1 " PLATE WASHER „ AND COUPLER NUT II �� 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER I �� ON TERMITE TREATED COMPACTED FILL =A °d. a -- X . X . " X X° X �f - 3" CLEAR TYP 1'-8"w x 1O'd" MONOLITHIC THICKENED SLAB w/ 2—#5 CONTINUOUS w x 1O'd" INTERIOR BEARING WALL FOUNDATION AT 2"x4"./2 x6)1 INTERIOR BEARING WALL 10 SECTION S-3 SCALE: 3/4" = 1'-0" PLATE SPLICE AT EXTERIOR WALLS, FASTEN WALL SHEATHING IF NO ANCHOR BOLT IS TO DBL. TOP PLATE w/ LOCATED AS SHOWN, PROVIDE 8d COMMON WIRE NAILS q 1/2 "0 THREADED ROD, w/ @ 3" O.C. STAGGERED 51/2" MINIMUM EMBEDMENT, INTO BOTH PLATES w/ 2"x2"x1/2" PLATE WASHER WITHIN 24" OF ANY TO 8" CMU STEMWALL BELOW SPLICE. (TYPICAL) 24" MAX. AT PROVIDE AT A DISTANCE OF NO EXTERIOR WALL LESS THAN 6" AND NO MORE EXTERIOR CONDITION THAN 12" FROM ALL BUTT JOINTS IN THE SILL PLATE DBL TOP PLATE SPLICE DETAIL 11 DETAIL S-3 SCALE: 3/4" PORCH ROOF HEADER BEAN clKAPgnl\i HT 16 TWISTED RAP w/ NAILS 3"x3"x1/4" PLATE WASHER AND HEX NUT 2"x6 SYP NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) D" PT. SYP NO.2 PLATE —IN Ln JOINT SILL PLATE BUTT JOINT DETAIL r12 DETAIL S-3 SCALE: 3/4" = 1'-0" "0 THREADED ROD LIFT CONNECTOR 2"x6" SPF N0.2--' �`\V�/ STUDS @ 16" O.C., STANDARD 3pcs 2"x6" STUDS SEE FLOOR PLAN AT CORNER CONDITION 3pcs 2"x6" SPF No.2 SUPPORT STUDS AT PORCH BEAM BEARING HORIZONTAL STRAPS AT PORCH BEAM CONNECTION K"l3 DETAIL S-3 SCALE: NTS CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cck4the cY gmai4'co � FL P.E. 368tro SIGNATURE IN BLUE INK FLORIDA RAISED SEAL mmm REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� Li - Q Wz o = 0 � 17-- w D I o E Q J w N p �Q>=C�1� ly–CO } ro 0 u < L,j E �o0°�70-) ry1- 0--1J J W^� W�cn�Q00 o 0 00 n zoo 0 --i v 17— DU _o � U U J 3"x3"x1/4" PLATE WASHER AND • HEX NUT � • 2"x6 SYP NO.2 DOUBLE � TOP PLATE. FASTEN TOGETHER • • w/ 10d COMMON WIRE NAILS 3 "x3"x1/4" PLATE @ 16" O.C. PROVIDE 3-10d • COMMON WIRE NAILS EACH WASHER AND SIDE OF SPLICE (TYPICAL) HEX NUT 11 1/2 "0 THREADED ROD UPLIFT CONNECTOR 0 Q FASTEN INTERIOR SHEARWALL L.Lj DOUBLE TOP PLATE TO EXTERIOR " "SPF 2x6 N0.2 WALL FRAMING w/ 2pcs SIMPSON STUDS @ 16" O.C., MSTA24 FLAT STRAPS SEE FLOOR PLAN DOUBLET P PLATE INTERSECTION ATINTERIOR SHEARWALL 4 DETAIL VS-3JSCALE: NTS 10" HB&G PERMACAST PRIMARY SQUARE LOAD BEARING (3)2"x12" SYP NO.2 COLUMN BELOW COVERED PORCH ROOF HEADER BEAM 3"x3"x1/4" PLATE WASHER, I� 11/2 )? WH EAVY WASHER, AND HEX NUT 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-1 COVERED PORCH HEADER BEAM BEARING ON 10"i HB&G PERMACAST COLUMN 5 DETAIL S-3 1 SCALE: 11/2 = 1'-0" 10" HB&G PERMACAS SQUARE LOAD BEARIN CORNER COLUMN BELO' PRIMARY (3)2"x12" SYP N0.2 COVERED PORCH ROOF HEADER BEAM 3"x3"x1/4" PLATE WASHER, _ 1 SECONDARI 1/2 WHEAVY WASHER, 2"x12" SYP N0. � AND HEX NUT EACH ROD (3 ) COVERED PORCH ROOF HEADER BEA VI 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-1 COVERED PO BCH HEADER BEAM BEARING ON 10" HB&G iCORNER COLUMN 6 DETAIL S-3 SCALE: 1 /2 OPPOSITE SIDE SIMILAR MASTER BATHROOM 1/2 "0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT STANDARD 3pcs 2"x6" STUDS AT CORNER CONDITION 10" HB&G PERMACAST SQUARE COLUMN CUT IN—HALF SUPPORT STUD 7 S-3, 3/4" DEEP SAWCUT W/ ELASTOM ERI C SEALANT ALTERNATE: DRILL 8" AND EPDXY 1/2 "Ox10" HOT DIPPED GALVANIZED THREADED STUDS w/ 2"x2"x1/8"PLATE WASHERS AND HEX NUTS IN LIEU OF THE CAST—IN—PLACE ANCHOR BOLTS SLAB ON GRADE, SEE PLAN NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT. ARRANGE SAWCUTS TO CREATE APPROXIMATELY 20' x 20' SQUARE PATTERN OVER THE ENTIRE SLAB. SAWCUT SLAB, TYPICAL � SECTION S-3/ SCALE: 3/4" EL.+ 0'-0" 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-10 FRAME INTERIOR SHEAR WALL w/ 2"x4" SPF No.2 STUDS @ 12" O.C. 2" x4" P.T. SYP NO.2 SILL PLATE w/ 1/2 "0 x 10" ANCHOR BOLT @ 24" O.C. w/ 2"x2"x1/8" PLATE WASHER 1/2 " APA RATED SHEARWALL E SHEATHING FASTENED w/ 8d COMMON WIRE NAILS �I @ 3" O.C. EDGES AND �� 6" O.C. FIELD If � 2%2%1/$" PLATE WASHER AND COUPLER NUT �4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER I I II 6 MIL VAPOR BARRIER II ON TERMITE TREATED " COMPACTED FILL Ly TOP OF SLAB d d X X X X X X° X o w 1/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-10 FRAME INTERIOR BEARING WALL w/ 2"x4" SPF No.2 STUDS 0 12" O.C. OR 2"x6" SPF No.2 STUDS @ 16" O.C. 2"x4"/2"x6" P.T. SYP NO.2 SILL PLATE w/ 1/2 "0 x 10 ANCHOR BOLT @ 24" O.C. w/ 2 x2 x /8is PLATE WASHER EL. +0'-0,> TOP OF SLAB o LLJ r- J 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) SEE DETAIL 13/S-3 FOR HORIZONTAL STRAPS AT PORCH BEAM CONNECTION FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 STUDS @ 16" O.C. REAR COVERED APA RATED PLYWOOD PORCH SHEARWALL SHEATHING �-- 3pcs 2"x6" SPF No.2 SUPPORT STUDS AT REAR PORCH BEAM BEARING (3)2_'x12_'_ FASTEN FIRST SUPPORT STUD TO CORNER STUDS w/ 1 ROW 16d COMMON WIRE NAILS @ 8" O.C. AT COVERED PORCH BEAM DETAIL SCALE: 3/4" 1/2"0 THREADED ROD CLEAR TYP 1'-8"w x 10'd" MONOLITHIC 1'_g" THICKENED SLAB w/ 2—#5 CONTINUOUS V -8"w x 10'd" INTERIOR BEARING SHEARWALL FOUNDATION 9 SECTION S-3 SCALE: 3/4" ALTERNATE: DRILL 8" AND EPDXY 1/2 "Ox10" HOT DIPPED GALVANIZED THREADED STUDS IN LIEU OF THE CAST—IN—PLACE ANCHOR BOLTS 11 II 2x2x"/8 1 " PLATE WASHER „ AND COUPLER NUT II �� 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER I �� ON TERMITE TREATED COMPACTED FILL =A °d. a -- X . X . " X X° X �f - 3" CLEAR TYP 1'-8"w x 1O'd" MONOLITHIC THICKENED SLAB w/ 2—#5 CONTINUOUS w x 1O'd" INTERIOR BEARING WALL FOUNDATION AT 2"x4"./2 x6)1 INTERIOR BEARING WALL 10 SECTION S-3 SCALE: 3/4" = 1'-0" PLATE SPLICE AT EXTERIOR WALLS, FASTEN WALL SHEATHING IF NO ANCHOR BOLT IS TO DBL. TOP PLATE w/ LOCATED AS SHOWN, PROVIDE 8d COMMON WIRE NAILS q 1/2 "0 THREADED ROD, w/ @ 3" O.C. STAGGERED 51/2" MINIMUM EMBEDMENT, INTO BOTH PLATES w/ 2"x2"x1/2" PLATE WASHER WITHIN 24" OF ANY TO 8" CMU STEMWALL BELOW SPLICE. (TYPICAL) 24" MAX. AT PROVIDE AT A DISTANCE OF NO EXTERIOR WALL LESS THAN 6" AND NO MORE EXTERIOR CONDITION THAN 12" FROM ALL BUTT JOINTS IN THE SILL PLATE DBL TOP PLATE SPLICE DETAIL 11 DETAIL S-3 SCALE: 3/4" PORCH ROOF HEADER BEAN clKAPgnl\i HT 16 TWISTED RAP w/ NAILS 3"x3"x1/4" PLATE WASHER AND HEX NUT 2"x6 SYP NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) D" PT. SYP NO.2 PLATE —IN Ln JOINT SILL PLATE BUTT JOINT DETAIL r12 DETAIL S-3 SCALE: 3/4" = 1'-0" "0 THREADED ROD LIFT CONNECTOR 2"x6" SPF N0.2--' �`\V�/ STUDS @ 16" O.C., STANDARD 3pcs 2"x6" STUDS SEE FLOOR PLAN AT CORNER CONDITION 3pcs 2"x6" SPF No.2 SUPPORT STUDS AT PORCH BEAM BEARING HORIZONTAL STRAPS AT PORCH BEAM CONNECTION K"l3 DETAIL S-3 SCALE: NTS CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cck4the cY gmai4'co � FL P.E. 368tro SIGNATURE IN BLUE INK FLORIDA RAISED SEAL mmm REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� Li - Q Wz o = 0 � 17-- w D I o E Q J w N p �Q>=C�1� ly–CO } ro 0 u < L,j E �o0°�70-) ry1- 0--1J J W^� W�cn�Q00 o 0 00 n zoo 0 --i v 17— DU _o � U U J DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18— 017 SHEET .®.., 3 SHEET 3 OF 11 W � D � w D w Boz ZU�Fy� -7 0 Q L.Lj LL J�Q=z 0 :D� m U LTJ Q mcJ� F— V Y z Q � C;d cnOQQ� LO O � W 2 (n DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18— 017 SHEET .®.., 3 SHEET 3 OF 11 BRACE BOTTOM CHORDS OF PREENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES Q 48" O.C. FASTEN w/ 2pcs 12d COMMON WIRE NAILS AT EACH BOTTOM CHORD INTERSTECTION I Li EL. +10'-11/8" `n TOP OF PLATE EL. +0'-0" TOP OF SLAB EL. -2'_8„ TOP OF FOOTING 0 2'lx4" SPF No.2 2"x6" SPF No.2 STUDS ® 12" O.C. STUDS @ 16" O.C. 2pcs 2"x6" SPF NO.2 FULL HT. " " " 2 x4 SPF No.2 �� STUDS AND 2pcs 2"x6" SPF N0.2 STUDS ® 12" O.C. " JACK STUDS EACH SIDE OF 6FT CASED OPENING 2"x4" P.T. SYP No.2 SILL PLATEIt 1/2 "0 THREADED -ROD CONNECTION 4" CONCRETE SLAB ON GRADE SYSTEM w/2"x2"x1/$" PLATE �COUPLER NUT w WWF 6x6 W1.4xW1.4 OVER WASHER AND / 6 MIL VAPOR BARRIER ON TERMITE TREATED DRILL 8" AND EPDXY 1/2 "Ox1 O" HOT COMPACTED FILL DIPPED GALVANIZED THREADED STUD EL. +0'-0" TOP OF SLAB X x X °: x �-- °. x -n- x— x X. --�-- x d d 0-' ° 4a :n 0 J .. .a ° -----�I---------------- � 'REENGINEERED ROOF TRUSSES DESIGN LOADS OP CHORD DESIGN DEAD LOAD = 10 psf FOP CHORD DESIGN LIVE LOAD = 20 psf 12 10.25 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIRE NAILS © 4" O.C. EDGE AND @ 6" Q.C. FIELD "CLEAR TY�\`\\i` 2'-4"x2'-4"x10"d MONOLITHIC l' -8"w x 10 d„ l MONOLITHIC °° THICKENED SLAB POST FOUNDATION °° THICKENED SLAB w/ 2-#5 ° CONTINUOUS 2'-4"x2'-4" SQ. w/ 3-#5x2'-0” EACH WAY. �I 2�4 w x 2 �I- 41 x 10'd" INTERIOR POST FOUNDATION o� 2 SECTION U4. MTS12 1�SJSCALE: 3/4" = 1'-0" NOTE: 1 WATERPROOFING AND FLASHING PRE-ENGINEERED WOOD ROOFDESIGNED BY OTHERS TRUSSES @ 24 O.C. ;.. 2pcs SIMPSON MTS12 TWISTED STRAPS AT EACH TRUSS TO DOUBLE TOP PLATE AS PER UPLIFT CONNECTOR SCHEDULE -16d TOENAILS INSTALL 6pcs EACH TRUSS TO TOP PLATE ` 4-10d NAILS 1/2 "GYPSUM DRYWALL CEILING FASCIA AND SOFFIT it�.. 3"x3"x1/" PLATE WASHER AS PER ARCHITECTURAL 4 AND HEX NUT PLANS AND SECTIONS i1 _w_ w_.... _ 1 "x3" P.T. SYP NO.2 FASCIA. (2)2"x6 SYP No.2 TOP PLATE---/ FASTEN w/ 2-10d RINGS ANK SPLICE TOGETHER w/ 2 ROWS 10d 11r� /NAILS @ 16" O.C. COMMON WIRE NAILS @ 16 O.C. I 11 ;' 1 —9 3 8 I 112 " x6" SYP No.2 SUB- FAS 'IA, I I OVERHANG BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION FASTEN w/ 3-12d NAILS UNTO „I TOP CHORD OF ROOF it TRU bS n 2"x4" SYP No.2 SOFFIT B IOCKING II M 11 @ 24" O.C. FASTEN TO LE GER w/ 4-12d TOENAILS INSTALL 2"x6" SPF No.2 SOLID 2"x4" SYP No.2 LEDGER BLOCKING AT PLYWOOD JOINTS. 11 ljm FASTEN w/ 3 ROWS OF 12d w 4-12d TOE -NAILS 1 COMMON WIRE NAILS @ 16 O.C. FASTEN / � � EACH END OF BLOCKING .I , ' 11 1 DAR SHINGLE SIDING 1WALL BOARD � ;; I� LAPPED CE GYPSUM 6 AS PER /2 G s w/ 15# FELTS ARCHITECTURAL PLANS It 1?€ 1/2 "0 THREADED -ROD CONNECTION II�` SYSTEM AS PER STRUCTURAL►1 :=1 1/2" APA RATED SHEARWALL SHEETS S-1 AND S-10 11 SHEATHING FASTENED w/ 8d COMMON WIRE NAILS © 3" O.C. 6" O.C. FIELD 2"x6" SPF NO.2 STUDS 11 1 `i�j EDGE AND u � @ 16" O.C. 2"x6" P.T. SYP NO.2 SILL PLATE w/ 1/2"0 x 10 HOT DIPPED 2%2%1/8 " PLATE WASHER �� I GALVANIZED, ANCHOR AND COUPLER NUT 11 BOLT @ 24 O.C. w/ 4" CONCRETE SLAB ON GRADE ;; EXTEND 1/2" APA RATED I I SHEARWALL SHEATHING TO W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON ;; ` BOTTOM OF 2"x6" PLATE TERMITE TREATED COMPACTED FILL I 1-#5 CONTINUOUS x x X X x* X INSTALL DIAGONAL BRACING, AS REQUIRED, PRIOR TO PLACING °� TICAL AND COMPACTING BACKFILL. 8 CMU STEM WALL, vr/ #5 VER BRACING SIZE, SPACING, AND DOWEL w/ STD 90 BEND INTOE CONNECTIONS DESIGNED BY OTHERSI FOUNDATION @ 48" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND FINISHED GRADE LAP 24" MINIMUM w . M I / WWFGROUT z ,. , /�/�/� ALL CELLS SOLID w/ CONCRETE.oo, �\ 36" 4' (Y Q P d 9" 'q #5 DOWEL 3" CLI. AR TYP 1'-8" 10"dx20"w CONCRETE FOOTING w/ 2-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL TYPICAL ONE STORY WALL SECTION SECTION S-4 SCALE: 3/4" = 1'-0" EL. +0'-0",m-, TOP OF SLAB 00 N TOP OF FOOTI r G`r 0 Tl - TOP OF SLAB 00 I N EL. -2'-8" .IL . TOP OF FOOTING 0 EL. -0'-93/4" _ EDGE OF SLAB 0 EL. -2'-8„ Ilk TOP OF FOOTING 0 1/2 "0 THREADED -ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEETS S-1 AND S-10 2"x6" SPF NO.2 STUDS © 16" O.C. 2"x2"x1/8" PLATE WASHER AND COUPLER NUT 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL x x x x X 8" CMU STEM WALL, w/ #5 VERTICAL DOWEL w/ STD 90° BEND INTO FOUNDATION @ 48" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT ALL CELLS SOLID w/ CONCRETE. Q W d FRONT ENTRY ruKurl 1-#5 CONTINUOUS 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL SLOPE 1" X oBEND #5 STEM WALL W REINFORCING INTO SLAB AND LAP 24" w/ WWF � 3" CL AR TYP 1'-8" BRICK BORDER AS PER ARCHITECTURAL PLANS AND SECTIONS 8" CMU STEM WALL, w/ #5 VERTICAL DOWEL w/ STD 90° BEND INTO FOUNDATION @ 48" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT ALL CELLS SOLID w/ CONCRETE. FINISHED GRADE 00 10"dx20"w CONCRETE FOOTING w/ 2-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL FOUNDATION SECTION AT FRONT PORCH EDGE 3 SECTION �-4SCALE: 3/4" = 1'-0" 2"x6" P.T. SYP NO.2 SILL PLATE SII w/ /2 0 x 10 HOT DIPPED I GALVANIZED ANCHOR BOLT © 24" O.C. w/ 1-# 5 CONTINUOUS EXTEND 1/2" APA RATED SHEARWALL i. SHEATHING TO BOTTOM OF 2"x6" PLATE REAR COVERED PORCH 4 CONCRETE �L_L_j SLAB ON GRADE oo un 6A SLOPE 11/2 d _ x °. x. 2 -. 4X �--- x ° x x 4 \ \ 3" CL AR TYP 2'-0" 8"x8" THICKENED SLAB EDGE w/ 1-#5 CONTINUOUS #4x1'-0" HORIZONTAL 9„ DOWEL @ 24" O.C. #5 DOWEL "'�,-10"dx24"w CONCRETE FOOTING w/ 3-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL FOUNDATION SECTION AT REAR PORCH STEPIDOWN K--4 SECTION 5-4 SCALE. 3/4" = 1'-0" DINING/LIVING STACKING SLIDING ROOM GLASS DOORS 1-#5 CONTINUOUS 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL X X X X X 8" CMU STEM WALL, w/ #5 VERTICAL--, DOWEL w/ STD 90° BEND INTO FOUNDATION @ 48" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT ALL CELLS SOLID w/ CONCRETE. d w 3" Cl_AR TYP 21-0) DRILL 5" AND EPDXY REAR COVERED #4x1'-0" HORIZONTAL PORCH "BENT" DOWEL © 24" O.C. - - --- " STACKING SLIDING GLASS __10_____ DOORS BOTTOM TRACK �14" I 7>, 4" CONCRETE j#4 "BENT" DOWEL SLAB ON GRADE cn SLOPE 11/2 " -� 1 i z .*. 'd x--� xx ' —T x ° x09 —r--- . ° . 36 $ X/x /� j 8"x8" THICKENED SLAB j EDGE w/ 1-#5 CONTINUOUS TOP AND BOTTOM g„ DRILL 5" AND EPDXY #4x1'-0" HORIZONTAL #5 DOWEL • DOWEL @ 24" O.C. 10"dx24"w CONCRETE FOOTING w/ 3-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL FOUNDATION SECTION AT REAR PORCH STEPIDOWN wZ STACKING SLIDING GLASS DOORS 5 SECTION $) 1 mw g„ #5 DOWEL CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTJRAL ENGINEER 420 OSCEOL4, iVENUE JACKSONVILLE BEACd FLORIDA 2250 (808) 217'707 cckathe@gr .aiLco[n FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U zcn ..w Q Wz o I-- w � < < > E ^ N°c o 0 (]:� <0 (o cd- U�QwE �0`��N@ WcncnJQ_o > 0 _ 00 0�.j0� a-Iz�-c)oLL. 0��V �0 �z Q ry0 U c/) CCK CHECKED z CCK DA 0 SCALE 3/4" = 1'-0" F— E18- 017 SHEET U SHEET 4 OF 11 W (,n c/)U Z 0 < W ry 0 < u 0 < Ljv cn ��w Uo Q W m � ry U W 75 F- M cn C�d zUQu Q O Qaw O QLn� U o W � J J Q DESIGN CCK CHECKED CCK DA 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18- 017 SHEET SHEET 4 OF 11 0 EL. +0'-0" AIL - TOP OF SLAB EL. VARIES EDGE OF SLAB 00 N EL. –2'-8" TOP OF FOOTING 0 n- PREENGINEERED ROOF TRUSSES DESIGN LOADS: TOP CHORD DESIGN DEAD LOAD – 10 psf TOP CHORD DESIGN LIVE LOAD – 20 psf 5/$" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGE AND ° om @ 6" O.C. FIELD ° PRE–ENGINEERED WOOD ROOF MTS12 TRUSSES @ 24" O.C. 2pcs SIMPSON MTS12 TWISTED STRAPS "ix AT EACH TRUSS TO HEADER BEAM AS PER UPLIFT CONNECTOR SCHEDULE .�, INSTALL 6pcs-16d TOENAILS EACH TRUSS TO HEADER BEAM INSTALL 7/g " OSB CEILING DIAPHRAGM TO FRONT ENTRY PORCH. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES AND 6" O.C. FIELD (2)2 x12 SYP NO.2-/ FRONT PORCH ROOF HEADER BEAM w/ 1/2 " CDX PLYWOOD SANDWICHED FLITCH PLATE. SPLICE TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH FACE NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS 4-10d NAILS \4 FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS 1"x3" P.T. SYP NO.2 FASCIA. FASTEN w/ 2-10d RING SHANK I" 1'-9 3/ NAILS @ 16 O.C. OVERHANG 2 " x6" SYP No.2 SUB–FASCIA, FASTEN w/ 3-12d NAILS INTO TOP CHORD OF ROOF TRUSS 2"x4" SYP No.2 SOFFIT BLOCKING @ 24" O.C. FASTEN TO LEDGER w/ 4-12d TOENAILS 2"x4" SYP No.2 LEDGER FASTEN w/ 3 ROWS OF 12d COMMON WIRE NAILS @ 16" O.C. FRONT ENTRY r PORCH��.'...� I eo I I I I I I I I � 1–#5 CONTINUOUS I� I I 4" CONCRETE SLAB ON GRADE i '1 1 w/ WWF 6x6 W1.4xW1.4 OVER _ 6 MIL VAPOR BARRIER ON mLLJ TERMITE TREATED COMPACTED F1 LL I ! BEND #5 STEM WALL REINFORCING INTO SLAB AND LAP 24" w/ WWF {�T Q A J � a 3" CL AR TYP 1'-8" 12" HB&G PERMACAST SQUARE COLUMN w/ '/2 "0 THREADED ROD UPLIFT CONNECTOR w/ 3"x3"x'/4" PLATE WASHER AND HEX NUT AT TOP. SEE DETAIL 2/S-5. 2"x2"x'/$" PLATE WASHER AND COUPLER NUT DRILL 8" AND EPDXY 1/2 "Ox1 O" HOT DIPPED GALVANIZED THREADED STUD INTO CONCRETE. BRICK BORDER AS PER ARCHITECTURAL PLANS AND SECTIONS -8" CMU STEM WALL, w/ #5 VERTICAL DOWEL w/ STD 90° BEND INTO FOUNDATION @ 48" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT ALL CELLS SOLID w/ CONCRETE. FINISHED GRADE 00z 10"dx20"w CONCRETE FOOTING w/ 2–#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL WALL SECTION AT FRONT ENTRY PORCH SECTION S-5 SCALE: 3/a" = 1'-0" 9„ ,#5 DOWEL 0 TOP OF SL' B O 12 " HB&G PERMACAST SQUARE LOAD BEARING CORNER COLUMN BELOW SECONDARY (2)2"x12" SYP NO.2 FRONT ENTRY PORCH ROOF HEADER BEAM w/ '/2 " CDX PLYWOOD FLITCH PLATE LL------ 3"x3"x'/4" PLATE WASHER, PRIMARY--nl 1'/2" WHEAVY WASHER, 3 2"x12" SYP NO.2 AND HEX NUT EACH ROD FRONT ENTRY PORCH ROOF HEADER BEAM 1/2 "0 THREADED–ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-1 FRONT ENTRY PORCH HEADER BEAM ON 12" HB&G PERMACAST CORNER COLUMN 2 DETAIL KS -5 SCALE: 1'/z" = 1'-0" FRAME EXTERIOR BEARING WALL w/ 2"x6" SPF No.2 SEE DETAIL 13/S-3 STUDS @ 16" O.C. FOR HORIZONTAL STRAPS '/2" CDX PLYWOOD AT PORCH BEAM CONNECTION SHEARWALL SHEATHING 2pcs 2"x6" SPF No.2 SUPPORT STUDS AT FRONT ENTRY PORCH BEAM BEARING FRONT ENTRY (2)2"x12" pp HTS24_ 00 ° ° ° II EL. +0'-0" REAR COVERED PORCH 10" HB&G PERMACAST SQUARE COLUMN w/ 1/2 "0 THREADED ROD UPLIFT CONNECTOR w/ 3"x3"x'/4" PLATE WASHER AND HEX NUT AT TOP. SEE DETAIL 5/S-3. 1–#5 CONTINUOUS TOP OF SLAB 2"x2"x'/$" PLATE WASHER — 5/$" CDX PLYWOOD ROOF SHEATHING. �I ° ° 0 I FASTEN w/ 8d RING SHANK COMMON w/ WWF 6x6 W1.4xW1.4 OVER ° ° D GALVANIZED THREADED HOT DIPPED 6 MIL VAPOR BARRIER ON WIRE NAILS @ 4" O.C. EDGE AND STUD INTO CONCRETE. o®° ;- SLOPE 1'/2" @ 6" O.C. FIELD ' BRICK BORDER AS PER 2"x8" SYP NO.2 ROOF MTS12 I ARCHITECTURAL PLANS RAFTERS @ 24" O.C. AND SECTIONS 2pcs SIMPSON MTS12 TWISTED STRAPS 12 3.55 AT EACH RAFTER TO HEADER BEAM AS PER UPLIFT CONNECTOR SCHEDULE INSTALL 6pcs-16d TOENAILS Y EACH TRUSS TO HEADER BEAM - - 4-10d NAILS .. DOWEL w/ STD 90° BEND INTO VERTICAL DOWEL INTO SLAB AND WWF. GROUT =� FASCIA AND SOFFIT LAP 24 MINIMUM w/ j\\ AS PER ARCHITECTURAL '/2 " (.) V PLANS AND SECTIONS INSTALL CDX PLYWOOD :.A 2, -6"x2' -6"x 10"d , VERTICAL DOWEL INTO SLAB AND CONCRETE FOOTING w/ 2—#5 OR '/16" OSB SHEATHING = � � 1"x3" P.T. SYP NO.2 FASCIA. CEILING DIAPHRAGM TO COVERED _ , LAP 24" MINIMUM w/ WWF. GROUT FASTEN w/ 2-10d RING SHANK PORCH. FASTEN w/ 8d COMMON lµ TYP NAILS @ 16" O.C. WIRE NAILS @ 6" O.C. EDGES I �s COLUMN LOCATIONS. 2"x6" SYP No.2 SUB–FASCIA, AND 6" O.C. FIEI._r) I ii I W m FASTEN w/ 3-12d NAILS INTO J � U TOP CHORD OF ROOF TRUSS 3„ x3 x'/4 PLATE WASHER a° w/ 2–#5 CONTINUOUS, AND HEX NUT CENTERED ON TOP �� 2"x4" SYP No.2 SOFFIT BLOCKING OF MIDDLE 2"x12" HEADER 00.000, FOOTING SHALL BE CENTERED 3" CL @ 24” O.C. FASTEN TO LEDGER 0 BENEATH 8" CMU STEMWALL < w/ 4-12d TOENAILS (3)2"x12" SYP NO.2 REAR .I I COVERED PORCH ROOF HEADER ;; I2 x4SYP No.2 LEDGER BEAM. SPLICE TOGETHERFASTEN I w/ 3 ROWS OF 12d w/ 5 ROWS 12d COMMON I �, I COMMON WIRE NAILS @ 16�� O.C. WIRE NAILS @ 12" O.C., '' EACH LAYER REAR COVERED PORCH 10" HB&G PERMACAST SQUARE COLUMN w/ 1/2 "0 THREADED ROD UPLIFT CONNECTOR w/ 3"x3"x'/4" PLATE WASHER AND HEX NUT AT TOP. SEE DETAIL 5/S-3. 1–#5 CONTINUOUS REAR COVERED 2"x2"x'/$" PLATE WASHER PORCH �I I AND COUPLER NUT 4" CONCRETE SLAB ON GRADE I I DRILL 8" AND EPDXY 1/2 "Ox10" w/ WWF 6x6 W1.4xW1.4 OVER 0 D GALVANIZED THREADED HOT DIPPED 6 MIL VAPOR BARRIER ON FILL STUD INTO CONCRETE. COMPACTED TERMITE TREATED COM BRICK BORDER AS PER SLOPE 1'/2" FILL ' BRICK BORDER AS PER SLOPE 11/2" I I ARCHITECTURAL PLANS ' AND SECTIONS X•. -.4 X X ° X " WALL w 5 VERTICAL 8 CMU STEM / # � � FINISHED N w/ STD 90° BEND INTO FOUNDATION / ,\\ GRADE I 0 DOWEL AT EACH POST LOCATION. BEND OVER DOWEL w/ STD 90° BEND INTO VERTICAL DOWEL INTO SLAB AND WWF. GROUT /71. Z 0 LAP 24 MINIMUM w/ j\\ 00 ALL CELLS SOLID w/ CONCRETE. (.) A A A :.A 2, -6"x2' -6"x 10"d VERTICAL DOWEL INTO SLAB AND CONCRETE FOOTING w/ 2—#5 Lu J a A CONTINUOUS AND ADD 1–#5x2'-0" U PARALLEL w/ THE CONTINUOUS LAP 24" MINIMUM w/ WWF. GROUT / REINFORCING. ADD 3–#5x2'-0" 3" CL AR TYP PERPENDICULAR AT PERMACAST QwmQ� � „ COLUMN LOCATIONS. Z —b XL —b Jl.t. i WALL SECTION AT REAR COVERED PORCH 3 SECTION S-5 SCALE: 3/a'1 = 1'-0" FASTEN FIRST SUPPORT STUD TO CORNER STUDS w/ 1 ROW 16d COMMON WIRE NAILS @ 8" O.C. OPPOSITE SIDE SIMILAR 1/2 "0 THREADED ROD SHEARWALL REACTION CONNECTOR EACH END OF SHEARWALL SEGMENT STANDARD 3pcs 2"x6" STUDS AT CORNER CONDITION 10" HB&G PERMACAST SQUARE COLUMN CUT IN–HALF SUPPORT STUDS AT FRONT ENTRY PORCH BEAM 4 DETAIL S-5 SCALE: 3/a1' = 1'-0" 4" CONCRETE SLAB ON GRADE REAR COVERED w/ WWF 6x6 W1.4xW1.4 OVER PORCH 6 MIL VAPOR BARRIER ON 1–#5 CONTINUOUS TERMITE TREATED COMPACTED 0 FILL BRICK BORDER AS PER SLOPE 1'/2" ARCHITECTURAL PLANS Mml o . AND SECTIONS A X a X X X '4 ,�� 8" CMU "STEM WALL, w/ #5 VERTICAL a /\ FINISHED c� GRADE o DOWEL w/ STD 90° BEND INTO v Z 0 FOUNDATION @ 48,O.C. BEND OVER w (.) D r-) = VERTICAL DOWEL INTO SLAB AND ,�\ 0 00 LAP 24" MINIMUM w/ WWF. GROUT / QwmQ� � ALL CELLS SOLID w/ CONCRETE. � � U W m cn J � U 10"dx20"w CONCRETE FOOTING U a° w/ 2–#5 CONTINUOUS, OQQz 00.000, FOOTING SHALL BE CENTERED 3" CL AR TYP 0 BENEATH 8" CMU STEMWALL 1NRIATION SECTION AT REAR COVERED PORCH 5 SECTION S-5 SCALE: 3�a EQUIPMENT AREA '/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FI LL d X A 4sC -� d' . v X A'. 36" 9" .#4 DOWEL SLOPED ROWLOC BRICK CAP AS PER ARCHITECTURAL 8„ PLANS AND SECTIONS __,—l–#3 CONTINUOUS 8" DOUBLE WYTHE BRICK WALL w/ #4 VERTICAL @ 24" O.C. FILL WALL SOLID w/ COURSE SAND CONCRETE GROUT. 0 4- #4 VERTICAL DOWEL w/ STD 90° BEND INTO zlFOUNDATION @ 24" O.C. LAP 24" MINIMUM w/ VERTICAL REINFORCING FINISHED GRADE UOUS Q o m A w a w U 3" CL AR TYP 2'-3" 3–#5 CON TIN 12"dx27"w CONCRETE FOOTING w/ 3–#5 CONTINUOUS AND #4x1'-9" PERPENDICULAR @ 24" O.C., FOOTING SHALL BE CENTERED BENEATH 8" BRICK WALL 4FT EXPOSED BRICK SITE SCREEN WALL 6 SECTION �SJ-5SCALE: 3/a �� = 1'-0" CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOi_A AVENUE JACKSONVILLE BEACH, .F RIDA ,2250 (808) 2174707 (ll hl } cckatheCgma�,.com J . rd FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� Li ..w Q Wz o _CD m I— w ::D I E Q I w N O p �Q>=ooF_ v ryQUcfld - - Q Qw E u mo� �OLJ Lj zN@ Woo n � =pz�o�o Q z n = o o � ::D U cz Q �O U z 0 U W v Z 0 w (.) D r-) = z U< 0 ��wUo QwmQ� � � � U W m cn zUQ� � U OQQz 00.000, U�= 0 < Ln U o LdJ J Q 1/2" APA RATED WALL SHEATHING FASTEN w/ 8d RING SHANK COMMON WIRE NAILS @ 3" O.C. EDGE AND 6" O.C. FIELD BALLOON FRAME CHIMNEY CHASE w/ 2"x6" SYP No.2 STUDS ® 12" O.C. BRICK VENEER FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS 2pcs SIMPSON CS16 STRAPS AT EACH CORNER OF CHIMNEY FLUE WALLS TO ROOF TRUSSES BELOW PLAN VIEW OF EXTERIOR CHIMNEY AND FLUE FRAMING Koo' DETAIL S-6 SCALE: 3/4" = 1'-0" AAXIMUM ATTIC STORAGE DESIGN LOADS: ATTIC STORAGE DESIGN LIVE LOAD - 30 ps BRACE BOTTOM CHORDS OF PREENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48 O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH BOTTOM CHORD INTERS ECTION ATTIC 3/4" STURDI-FLOOR SUE FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO FLOOR TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O. . FIELD EL. +6'-85X8" TOP OF PLATE a� L0 EL. -1'-10" 00 TOP OF SLAB 12 9 PREENGINEERED ROOF TRUSSES DESIGN LOADS: TOP CHORD DESIGN DEAD LOAD = 10 psf TOP CHORD DESIGN LIVE LOAD = 20 psf /8" CDX PLYWOOD ROOF SHEATHING. COO 00 00 0 11 20 PRE-ENGINEERED SYSTEM 42 WOOD FLOOR TRUSSES @ 16" O.C. SEE FLOOR FRAMING PLAN M 1' 00 I 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD - SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS 3 "STURDI-FLOOR SUB FLOOR PLYWOOD @ 4„ O.C. EDGE AND @ 6" O.C. FIELD /4 SHEATHING. GLUE AND FASTEN TO WOOD UPPER 2"x4" INTERIOR TRUSSES w/ 10d COMMON WIRE NAILS SHEARWALL @ 4" O.C. EDGE AND @ 6" O.C. FIELD EL.+ 11'-97 J$ 20" PRE-ENGINEERED SYSTEM 42 TOP OF PLYWOOD WOOD FLOOR TRUSSES @ 16" O.C. SEE FLOOR FRAMING PLAN 1 "x4" P.T. SYP No.2 OPEN FOR LATERAL BRACING STAIR @ 48" O.C., FASTEN w/ 2-10d COMMON WIRE 1 "x4" SYP No.2 LATERAL NAILS AT EACH FLOOR BRACES @ 48" O.C. TRUSS INTERSECTION (2)2"x4" SYP No.2 TOP -J ' PLATE. SPLICE TOGETHER w/ FRAME INTERIOR BEARING 2 ROWS 1 O COMMON WIRE " WALL w/ 2"x4" SPF N0.2 NAILS @ 16O.C. EE NOTE: SPLICELL MULTI -PLY 2"x8" HEADER I TOGETHER w/ 4 ROWS 12d C bMMON WIRE NAILS @ 12" OIC., EACH LAYER NOTE: SPLICE �Ll_ MULTI -PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d C MMON WIRE NAILS @ 12" OIC., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 2"x12" HEADERIS TOGETHER w/ 5 ROWS 12d C bMMON WIRE NAILS @ 12" OI, C. , EACH LAYER FASTEN w/ 8d RING SHANK COMMON Q 0 WIRE NAILS @ 4" O.C. EDGE AND 0 @ 6" O.C. FIELD UO0 PRE-ENGINEERED WOOD ROOF MTS12 TRUSSES @ 24 0. C. .`�. 2pcs SIMPSON MTS12 TWISTED STRAPS AT EACH TRUSS TO DOUBLE TOP PLATE AS PER UPLIFT CONNECTOR SCHEDULE r�ld- 00 STUDS @ 12 O.C., S SHEET S-1. SECOND LEVEL FLOOR TRUSSES AT INTERIOR BEARING WALL 3 SECTION S-6 SCALE: 3/4" = 1'-0" 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD 1 "x4" P.T. SYP N o. 2 LATERAL BRACING @ 48" O.C., FASTEN w/ 2-10d COMMON WIRE NAILS AT EACH FLOOR TRUSS INTERSECTION 20" PRE-ENGINEERED SYSTEM 42 -\I[:� WOOD FLOOR TRUSSES @ 16" O.C. I (2) 2"x8" SYP No.2 OR SEE FLOOR FRAMING PLAN 2 2"x12" SYP No.2 OR NOTE: INSTALL 6pcs-16d TOENAILS WATERPROOFING EACH TRUSS TO HEADER BEAM AND FLASHING DESIGNED BY OTHERS BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48 O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION f FASTEN w/ TOP CHORD OF ROOF TRUSS 4.. I 1e �i_:� 2x4 SYP No.2 SOFFIT BLOCKIG },. @ 24" O.C. FASTEN TO LEDGERI II; w/ 4-12d TOENAILS °'` 2"x4" SYP No.2 LEDGER FASTEN w/ 3 ROWIS I Et5 Y. "x6" SPF No.2 SOLID-- II OF 12d COMMON WIRE NAILS @ 16" O.C. EAST INSTALL 2 it" 11 - -- BLOCKING AT PLYWOOD JOINTS. II I' LAPPED CEDAR SHINGLE SIDING w/ GARAGE FASTEN w/ 4-12d TOE-NAILSII 15# FELTS AS PER ARCHITECTURAL PLANS j EACH END OF BLOCKING II I, 1/2 " APA RATED SHEARWALL 1/2 GYPSUM WALL BOARD II SHEATHING FASTENED w/ 8d 1/2 "0 THREADED -ROD CONNECTION 11 COMMON WIRE NAILS @ 3" O.C. SYSTEM AS PER STRUCTURAL II EDGE AND 6" O.C. FIELD AND S-10 l 'I SHEETS S-1 2 >> x6 P.T. SYP N0.2 SILL PLATE 2"x6" SPF NO.2 STUDS @ 16„ O.C. ; II w/ 1/2 "0 x 10" HOT DIPPED j ii 2"x2"x1/" PLATE WASHER - GALVANIZED, ANCHOR AND COUPLER NUT F �:�� BOLT @ 24 O.C. w/ °.- EXTEND 1/2" APA RATED SHEARWALL 4" CONCRETE SLAB ON GRADE = " OVER SHEATHING TO BOTTOM OF 2x6 PLATE W/ WWF 6x6 W1.4xW1.4 0 `-- 8"x8" CMU OPEN BOTTOM 6 MIL VAPOR BARRIER ON LINTEL BLOCK BOND BEAM TERMITE TREATED COMPACTED FILL: w/ 1-#5 CONTINUOUS a x x x x x " \// // / // // FINISHED GRADE \ / �\ \\�\\\,\ \/\ z 8" CMU STEM WALL, w/ #5 VERTICAL\�/�\� �� (3) 2"x12" SYP NO.2 INTERIOR FLOOR HEADER BEAMS AS PER PLAN SECOND LEVEL FLOOR TRUSSES AT INTERIOR HEADER BEAM 5 SECTION S-6 SCALE: 3/4" = 1'-0" 2'-75/ " B DRILL AND COUNTERSINK 4pcs 0.220"0 x 10" SIMPSON SDWS TIMBER SCREWS 6"x6" P.T. SYP NO.1 HORIZONTAL MEMBER Lo \- SCRO LED END AS PER ARCHI ECT RAL PLANS 3/4 " DEEF CU NOTCH DRILL AND COUNTERSINK 4pcs 0.22 "0 x 8" SIMPSON S 2 SDWS TIMB R S REWS DIAGONAL BRACKET FABRICATED FROM 6"x8" SYP NO -1 DRILL AND COUNTERSINK 0.220"�b x 6" SIMPSON 4pcs SDWS TIMBER SCREWS EL. -3'-2" DOWEL w STD 90° BEND INTO J� BY 36 " 4-10d NAILS TOP OF FOOTING FOUNDATION @ 40" O.C. BEND OVER z ._._ DOWEL INTO BOND BEAM Q ° o VERTICAL � � Q � FASCIA AND SOFFIT 1 GYPSUM /2 DRYWALL CEILING II A S PER ARCHITECTURAL SOLID w CONCRETE PLANS AND SECTIONS 3" CL AR TYP "1WASHER- 3 x3 x /4 PLATE WASHER o 11-8)) 10 dx20 w CONCRETE FOOTING AND HEX NUT AND II -1 "x3" P.T. SYP NO.2 FASCIA. SCROLLED END AS PER (2)2"x6" SYP No.2 TOP PLATE ;; =:; FASTEN w/ 2-10d RING SHANK SPLICE TOGETHER w/ 2 ROWS 10d "°' II :3 TYPICAL ONE STORY GARAGE WALL NAILS @ 16" O.C. COMMON WIRE NAILS @ 16 O.C. II ;'4 4 2"x6" SYP No.2 SUB -FASCIA, S-6 SCALE: 3/4" = 1'-0" j II `i 3-12d NAILS INTO D BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48 O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION f FASTEN w/ TOP CHORD OF ROOF TRUSS 4.. I 1e �i_:� 2x4 SYP No.2 SOFFIT BLOCKIG },. @ 24" O.C. FASTEN TO LEDGERI II; w/ 4-12d TOENAILS °'` 2"x4" SYP No.2 LEDGER FASTEN w/ 3 ROWIS I Et5 Y. "x6" SPF No.2 SOLID-- II OF 12d COMMON WIRE NAILS @ 16" O.C. EAST INSTALL 2 it" 11 - -- BLOCKING AT PLYWOOD JOINTS. II I' LAPPED CEDAR SHINGLE SIDING w/ GARAGE FASTEN w/ 4-12d TOE-NAILSII 15# FELTS AS PER ARCHITECTURAL PLANS j EACH END OF BLOCKING II I, 1/2 " APA RATED SHEARWALL 1/2 GYPSUM WALL BOARD II SHEATHING FASTENED w/ 8d 1/2 "0 THREADED -ROD CONNECTION 11 COMMON WIRE NAILS @ 3" O.C. SYSTEM AS PER STRUCTURAL II EDGE AND 6" O.C. FIELD AND S-10 l 'I SHEETS S-1 2 >> x6 P.T. SYP N0.2 SILL PLATE 2"x6" SPF NO.2 STUDS @ 16„ O.C. ; II w/ 1/2 "0 x 10" HOT DIPPED j ii 2"x2"x1/" PLATE WASHER - GALVANIZED, ANCHOR AND COUPLER NUT F �:�� BOLT @ 24 O.C. w/ °.- EXTEND 1/2" APA RATED SHEARWALL 4" CONCRETE SLAB ON GRADE = " OVER SHEATHING TO BOTTOM OF 2x6 PLATE W/ WWF 6x6 W1.4xW1.4 0 `-- 8"x8" CMU OPEN BOTTOM 6 MIL VAPOR BARRIER ON LINTEL BLOCK BOND BEAM TERMITE TREATED COMPACTED FILL: w/ 1-#5 CONTINUOUS a x x x x x " \// // / // // FINISHED GRADE \ / �\ \\�\\\,\ \/\ z 8" CMU STEM WALL, w/ #5 VERTICAL\�/�\� �� (3) 2"x12" SYP NO.2 INTERIOR FLOOR HEADER BEAMS AS PER PLAN SECOND LEVEL FLOOR TRUSSES AT INTERIOR HEADER BEAM 5 SECTION S-6 SCALE: 3/4" = 1'-0" 2'-75/ " B DRILL AND COUNTERSINK 4pcs 0.220"0 x 10" SIMPSON SDWS TIMBER SCREWS 6"x6" P.T. SYP NO.1 HORIZONTAL MEMBER Lo \- SCRO LED END AS PER ARCHI ECT RAL PLANS 3/4 " DEEF CU NOTCH DRILL AND COUNTERSINK 4pcs 0.22 "0 x 8" SIMPSON S 2 SDWS TIMB R S REWS DIAGONAL BRACKET FABRICATED FROM 6"x8" SYP NO -1 DRILL AND COUNTERSINK 0.220"�b x 6" SIMPSON 4pcs SDWS TIMBER SCREWS EL. -3'-2" DOWEL w STD 90° BEND INTO J� BY 36 " CCK TOP OF FOOTING FOUNDATION @ 40" O.C. BEND OVER z DOWEL INTO BOND BEAM Q ° o VERTICAL � � Q � 3 DEEP CUT NOTCH `- 12" MIN. GROUT ALL CELLS ./4 AND LAP 9" SOLID w CONCRETE 6"x4" P.T. SYP NO.1 3" CL AR TYP #5 DOWEL VERTICAL MEMBER 11-8)) 10 dx20 w CONCRETE FOOTING w/ 2-#5 CONTINUOUS, SCROLLED END AS PER FOOTING SHALL BE CENTERED ARCHITECTURAL PLANS BENEATH 8" CMU STEM WALL TYPICAL ONE STORY GARAGE WALL SECTiON GARAGE ROOF BRACKET SECTION7 U z DETAIL S-6 SCALE: 3/4" = 1'-0" j „ _ 1,-0„ S-6 SCALE: 11/2 o 4 1/2" APA RATED INTERIOR SHEARWALL SHEATHING 1/2" APA RATED INTERIOR SHEARWALL SHEATHING 2 ROWS 10d COMMON WIRE NAILS @ 4" O.C. II 2x2 x1/$ PLATE WASHER „ II AND COUPLER NUT EL.+ 11'-9'/8" ...m ............. _....._. _m ._m_._ ..m_._._m� m.....m_.. �... _� _.. TOP OF PLYWOOD 00 M ry I 00 II FRAME INTERIOR SHEARWALL w/ 2"x4" SPF NO.2 III STUDS 0 12" O.C. II 11 1/2 "0 THREADED -ROD CONNECTION ISYSTEM AS PER STRUCTURAL II SHEETS S-1 AND S-10 SECOND LEVEL FLOOR TRUSSES AT INTERIOR SHEARWALL 4 SECTION S-6 SCALE: 3/4" = 1'-0" UPPER 2"x4" INTERIOR- 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD PARTITION WALL ALIGNED SHEATHING. GLUE AND FASTEN TO WOOD w/ LOWER 2"x4" TRUSSES w/ 10d COMMON WIRE NAILS INTERIOR BEARING WALL @ 4" O.C. EDGE AND @ 6" O.C. FIELD 1 ROW 10d COMMON WIRE r0l�, NAILS @ 4" O.C. EL.+ 11 -9�/8 TOP OF PLYWOOD OPENFOR STAIR r�I� 00 00 2"x4" SYP No.2 CONTINUOUS >, (2)2 x4 SYP No.2 TOP -� PLATE SPLICE TOGETHER w/ i 1 "x4" SYP No.2 LATERAL 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. BRACES @ 48 O.C. 20" PRE-ENGINEERED SYSTEM 42 FRAME INTERIOR BEARING I WOOD FLOOR TRUSSES @ 16" O.C. WALL w/ 2"x4" SPF N0.2 SEE FLOOR FRAMING PLAN STUDS @ 12" O.C., SEE SHEET S-1 SECOND LEVEL FLOOR TRUSSES AT STAIR OPENING rT SECTION S-6SOLE: 3/4" = 1'-0" 2"x6" SPF No.2 STUDS @ 16" O.C. 3"x3"x1/4" PLATE WASHER AND HEX NUT (1)2"x6" SYP No.2 BOTTOM PLATE. FASTEN w/ 2 ROWS 12d COMMON WIRE NAILS @ 16 O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO FLOOR TRUSSES w/ 10d COMMON WIRE NAILS © 4" O.C. EDGES AND 6" O.C. FIELD 18" PRE-ENGINEERED SYSTEM 42 WOOD FLOOR TRUSSES @ 16" O.C. r�ld- co 1/2 "GYPSUM DRYWALL CEILING (2)2"x6" SYP No.2 TOP PLATE SPLICE TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. GYPSUM DRYWALL DRILL AND COUNTERSINK AT 1/2 "o THROUGH BOLT w/ 11/2" ROUND WASHER AND 2"x2"x1/8" PLATE WASHER AND HEX NUT AT THE INTERIOR SIDE (TYPICAL 2 LOCATIONS) 2pcs 2"x8" SYP NO.2 SOLID BLOCKING AT EACH THROUGH BOLT LOCATION. FASTEN w/ 8-12d COMMON WIRE TOE -NAILS NOTE: EACH END, EACH LAYER. SEE ARCHITECTURAL DETAIL B/A-11 FOR BRACKET DIMENSIONS 1 ROW OF 8d STAINLESS STEEL RING SHANK COMMON WIRE NAILS @ 4" O.C. -DRILL AND COUNTERSINK 1 pc 0.220x4 SIMPSON SDWS TIMBER SCREW AT EACH RAFTER 1%6" TONGUE AND GROOVE ROOF DECKING. FASTEN TO RAFTERS w/ 2pcs 10d COMMON WIRE NAILS AT EACH RAFTER INTERSECTION 12 2"x6" P.T. SYP N0.1 EXPOSED 9 RAFTERS @ 24" O.C. DRILL AND COUNTERSINK 1 pc 0.220"0 x 8" SIMPSON SDWS TIMBER SCREW AT EACH RAFTER TO BRACKET BEAM FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS 6"x8" P.T. SYP NO.1 HORIZONTAL BRACKET BEAM DRILL AND COUNTERSINK 1 pc 5/80 THROUGH BOLT w/ 11/2" ROUND WASHERS AND HEX NUT DIAGONAL BRACKET ASSEMBLY. SEE DETAIL 6/S-6. LAPPED CEDAR SHINGLE SIDING w/ 15# FELTS AS PER ARCHITECTURAL PLANS 1/2" APA RATED SHEARWALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGE AND 6" .C. FIELD CHRISTOPHER C. KATHE,'NC. CONSULTING STRUCTURAL EaESINEER 420 OSCEOLA AVENUE-: JACKSONVILLE BEACWIF Tll32250 (808) 217-47 cckathe@g,; H' Z, If vt FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL GARAGE ROOF BRACKET ASSEMBLY KO'8 SECTION S-6 SCALE: 3/4" = 1'-0" REVISIONS BY BUILDING PERMIT ISSUE 05/11/18 CCK z U LIJ z� ..w Q Wz o = CD Cl-,' �wD�0 E � Qw ^�0 0 Ch, Q U cfl d- r� UC) QW E D0 7'N@j � � 0 1 LLj LLJ W (j� cn J n 00 =005; 00 v 0 -� d- co i.__� 0 oo �z < �0 U DESIGN CCK CHECKED CCK D ATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18- 017 SHEET S-6 SHEET 6 OF 11 z U W U z 12 � D Q �U�o� � z =�Q COLj Q=z O W moo Q J�Uw- mcJ� � F- z zOQQ� Lo � U W U) J J Q DESIGN CCK CHECKED CCK D ATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18- 017 SHEET S-6 SHEET 6 OF 11 EL. +15'-11" TOP OF PLATE 00 00 PREENGINEERED ROOF TRUSS @ 24" O.C. 2" x6 BLOCK @ X -BRACE 4-12d NAILS 4-12d TOE NAILS EACH END, FROM BLOCK TO RAFTER EL. +7'-97/8 TOP OF PLYWOOD cfl ( EL. +6'-3'/8" TOP OF PLATE 00 00 a) 00 CD 4-12d NAILS ROOF SHEATHING PER PLAN 2"x6" BLOCK @ 48" O.C. 4-12d TOE NAILS (2 EACH SIDE) 7 2"x4" X -BRA @ 48 0.0 4-12d I I I . I 2"x4" SCAB---- I 3-12d NAILS ; @ 48" O.C. TYPICAL AT VERTICALS dO.C. FROM I LA AL AC TO B K OW I i as as I --�---2 x 4 SCAB I @ 48" O.C. 1%4" P.T. SYP No.2 LATERAL BRACING @ 48" O.C., FASTEN w/ 2-10d COMMON WIRE NAILS AT EACH FLOOR TRUSS INTERSECTION WrEz__S_T_ Alw� w r'% w &'m% r' '-0SYP No.2 LATERAL 2" x4 x8 " BRACE @ 48" O.C. FASTEN w/ 3-16d INTO EACH CEILING JOIST 2"x6" BLOCKING @ 48" O.C. BETWEEN GABLE END AND CEILING LEDGER '/2" GYPSUM WALL BOARD 1/2 "0 THREADED -ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEETS S-2 AND S-10 FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 3"x3"x'/4" PLATE WASHER AND COUPLER NUT (1)2"x6" SYP No.2 BOTTOM PLATE. FASTEN w/ 2 ROWS 12d COMMON WIRE NAILS @ 16" O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO FLOOR TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD 18" PRE-ENGINEERED SYSTEM 42 \ WOOD FLOOR TRUSSES @ 16" 0. C. '/2 "GYPSUM DRYWALL CEILING (2)2"x6" SYP No.2 TOP PLATE SPLICE TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION 1/2 " GYPSUM WALL BOARD 1/2 "0 THREADED -ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEETS S-1 AND S-10 I) -FASCIA A ' D SOFFIT AS PER A CHITECTURAL PLANS ANID SECTIONS PREENGINE FRED GABLE END ROOF TRU IS '/2" APA RIATED SHEARWALL SHEATHING FASTENED w/ 8d COMMON W RE NAILS @ 3" O.C. EDGE AND 6" O.C. FIELD a 0 2"x6" SYP INO.2 CEILING ° LEDGER. F STEN w/ 3 ROWS 12d COMM PN WIRE NAILS ° ° @ 16" O.0-�I INTO EACH STUD ° 1 pc SIMPSON MSTA24 FLAT 00 STRAP @4 �8" O.C. FROM a GABLE ENDS TRUSS TO WALL FRAMING BELOW MSTA24 3"x3"x'/4" ,PLATE WASHER AND HEX NUT -(2)2"x6') S�IYP No.2 TOP PLATE SPLICE TO NETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. -LAPPED CEDAR SHINGLE SIDING w/ 15# FELTS AS PER ARCHITECTURAL PLANS AN SECTIONS -'/2" APA ��ATED SHEARWALL SHEATHING, FASTENED w/ 8d COMMON WARE NAILS @ 3" O.C. EDGE AND 16" O.C. FIELD - INSTALL 2"Ix6" SPF No.2 SOLID BLOCKING T PLYWOOD JOINTS. ° -12d TOE -NAILS ° U FASTEN w�(4 EACH END IOF BLOCKING ° ° ° -2%6" SYP I No.2 LEDGER. FASTEN ° A35 w/ 2 ROW OF 0.220)10 x 4" SIMPSON SDWS TIMB R SCREWS @ 16" O.C. /- 2pcs IMPSON A35 CLIP ANGLES. FASTEN ",,,,-2pcs w/ 6-I8dx1'/2" NAILS AND 6-#10x2" SCREWS 5/8" CDX PLYWOOD ROOF SHEATHING. ~' ~ PREENGINEERED MONO ROOF TRUSS @ 24" O.C. �-- FASCIA AND SOFFIT AS PER A t ARCHITECTURAL PLANS o a �s �. 1 "x3" P.T. SYP NO.2 FASCIA. FASTEN w/ 2-10d RING SHANK NAILS @ 16" O.C. 2"x6" SYP No.2 SUB -FASCIA, FASTEN w/ 3-12d NAILS INTO TOP CHORD OF ROOF TRUSS �--1 pc SIMPSd N LUS26 FACE MOUS T HANGER �- 2"x6" SYP I No.2 LEDGER. FASTEN w/ 3 ROWS OF 12d RING SHANK ° 0 COMMON TIRE NAILS @ 16" O.C. _2"x4" SYP No.2 CONTINUOUS LUS26 -INSTALL 2'x6" SPF No.2 SOLID BLOCKING AT PLYWOOD JOINTS. FASTEN w/ 4-12d TOE -NAILS EACH END OF BLOCKING LAPPED C DAR SHINGLE SIDING w/ 15 FELTSIAS AS PER ARCHITECTURAL PLANS ANSECTIONS GARAGE 4" CONCRETE SLAB ON GRADE - w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL SLOPE 2" �1/2" APA FATED SHEARWALL TE: SHEATHING,, FASTENED w/ 8d NO COMMON IRE NAILS @ 3" WATERPROOFING O.C. AND FLASHING EDGE AND 6" O.C. FIELD DESIGNED BY OTHERS 2"x6" SPF NO.2 STUDS @ 16 O.C. Ii 2"x6" P.T. SYP NO.2 SILL PLATE II I w/ /2 "0 � 10" HOT DIPPED 2"x2"x'/8 " PLATE WASHER GALVANIZED ANCHOR AND COUPLER NUT____i" j BOLT @ 24 O.C. w/ �- EXTEND '/I " APA RATED SHEARWALL CRETE SLAB ON GRADE 4" CON SHEATHIN TO BOTTOM OF 2"x6" PLATE Tl� W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON 8"x8" CMU OPEN BOTTOM TERMITE TREATED COMPACTED FILL LINTEL BUCK BOND BEAM w 1- 5 �'ONTINUOUS -1 -10 o0 / # P� OF SLAB ' x X X X X_ x TO cv d- FIf�IJISHED GRADE 36" \��\ �� \//\//\// z o ��/\\/�\� o� VERTICAL - I 8" CMU STEM WALL, w/ #5 \ DOWEL w STD 90° BEND INTO g,> EI -3'-2" TOP 0= FOOTING FOUNDATION @ 44" O.C. BEND OVER 0 VERTICAL DOWEL INTO BOND BEAM w • . � Q��. .� #5 DOWEL J AND LAP 12" MIN. GROUT ALL CELLS SOLID w CONCRETE n 10"dx124"w CONCRETE FOOTING 3" CL AR TYP w/ 3-#5 CONTINUOUS, „ FOOTING SHALL BE CENTERED 2,-0 BENEI�TH 8" CMU STEMWALL GARAGE WALL SEC BION TYPICAL TWO STORY �----- 1 SECTION SJ -7 SCALE: 3/4" = 1'-0" GARAGE END WALL BEYOND OPTION RECESS TOP OF SLAB 3/4" AS REQUIRED FOR OVERHEAD GARAGE DOOR X � ye c00 d G' '. d / CONCRETE DRIVEWAY SLAB AS PER ARCHITECTURALS 1 -0 w x 8d MONOLITHIC -- THICKENED SLAB EDGE I 12"dx24"w CONCRETE w/ 2-#5 CONTINUOUS i FOOTING BEYOND L--------------------- SLAB EDGE AT OH GARAGE DOOR OPENING K---2SECTION S-7 SCALE: 3/4" = 1'-0" 1pc SIMPSON SPH6 AT FULL HEIGHT STUDS. 3pcs SIMPSON MSTA24 STRAPS FROM GARAGE DOOR HEADER TO JACK STUDS (2pcs EXTERIOR AND 1 pc INTERIOR) 1/2 "0 THREADED RODS A A 2-2"x6" SPF NO.2 STUDS AT CORNER. COUPLER NUT AND 2"x2"x'/8" PLATE WASHER 2"x6" P.T. SYP NO.2 SILL PLATE 3pcs 2"x6" SPF No.2 0 v C FULL HEIGHT STUDS 0 0 0 o 0< 2pcs 2"x6" SPF No.2 JACK STUDS AT HEADER a0 BEAM BEARING 0 0 04 0 0 EMBEDDED STRAP ° 0 0 EACH SIDE OF 0 GARAGE DOOR p0 OPENING _ 0 40 SIMPSON STHD14 STRAP ANCHOR EMBEDDED IN CONCRETE FOOTING AND FASTENED TO STUDS w/38 -16d COMMON WIRE NAILS. STHD14 EMBEDDED STRAP 3 DETAIL S-7 SCALE: NTS (2)2"x6" SYP NO.2 1 pc SIMPSON r r I TOP PLATE SPH6 @ 32" O.C. \-1pc SIMPSON H2.5 @ 32" 0. C. AGE SIMPSON STHD14 STRAP ANCHOR EMBEDDED IN CONCRETE FOOTING AND FASTENED TO STUDS w/ 38-16d COMMON WIRE NAILS. 4" CONCRETE SLAB, SEE PLAN THICKENED SLAB EDGE AT GARAGE OPENING. 6" EMBEDMENT, MINIMUM GARAGE WING WALL ELEVATION 1/2 "0 THREADED ROD UPLIFT CONNECTOR ROD AT CENTER OF COLUMN --� ELEVATION S-7 SCALE: NTS 0 0 0 0 0 0 0 0 0 0 SPH6- -Z--- `'"�;6" SPF No.2 IGHT STUDS, DE 2pcs 2"x6" SPF No.2 JACK STUDS, EACH SIDE \-1 pc SIMPSON STHD14 EMBEDDED STRAP, EACH SIDE /2" APA RATED WALL SHEATHING CENTER COLUMN BETWEEN NOTE: CONTRACTOR MAY SUBSTITUTE 1 pc SIMPSON PA51 TENSION TIE STRAP IN LIEU OF THE SPECIFIED SIMPSON STHD14 IF ADDITIONAL STRAP LENGTH IS REQUIRED. MSTA24 2'-63/4 "± 1 pc SIMPSON GARAGE WING WALL STHD14 STRAP OH GARAGE DOORS 5 DETAIL S-7 SCALE: 1'/2" = 1'-0" 2-2"x6" SPF NO.2 JACK STUDS 'x6" SPF NO.2 HEIGHT STUDS 2 Y" , ,.EADED RODS DETAIL A- A CHRISTOPHE=R C. KATHE, INC. CONSULTING STF_,TURAL ENGINEER 420 OSCE: LA AVENUE JACKSONVILLE BE.',:vH, FLORIDA 32250 (808 ; 7-4707 cckathc - mail.com FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U zry .. W <t Wz o = CD Q-- '- LLJ _j E QJw No 0 �Q>=oor-_ v Q U c9 d- uc)--JE �om�zN© ryF-U1w^� W cn cn __j 0 5;o- o a z I=t a_N -`- 0 - po _j cn �z < �Q u pmo II 3 1.75" X11.25" 2.0E MICROLAM LVL OH GAR DOOR HEADER BEAM \-1pc SIMPSON H2.5 @ 32" 0. C. AGE SIMPSON STHD14 STRAP ANCHOR EMBEDDED IN CONCRETE FOOTING AND FASTENED TO STUDS w/ 38-16d COMMON WIRE NAILS. 4" CONCRETE SLAB, SEE PLAN THICKENED SLAB EDGE AT GARAGE OPENING. 6" EMBEDMENT, MINIMUM GARAGE WING WALL ELEVATION 1/2 "0 THREADED ROD UPLIFT CONNECTOR ROD AT CENTER OF COLUMN --� ELEVATION S-7 SCALE: NTS 0 0 0 0 0 0 0 0 0 0 SPH6- -Z--- `'"�;6" SPF No.2 IGHT STUDS, DE 2pcs 2"x6" SPF No.2 JACK STUDS, EACH SIDE \-1 pc SIMPSON STHD14 EMBEDDED STRAP, EACH SIDE /2" APA RATED WALL SHEATHING CENTER COLUMN BETWEEN NOTE: CONTRACTOR MAY SUBSTITUTE 1 pc SIMPSON PA51 TENSION TIE STRAP IN LIEU OF THE SPECIFIED SIMPSON STHD14 IF ADDITIONAL STRAP LENGTH IS REQUIRED. MSTA24 2'-63/4 "± 1 pc SIMPSON GARAGE WING WALL STHD14 STRAP OH GARAGE DOORS 5 DETAIL S-7 SCALE: 1'/2" = 1'-0" 2-2"x6" SPF NO.2 JACK STUDS 'x6" SPF NO.2 HEIGHT STUDS 2 Y" , ,.EADED RODS DETAIL A- A CHRISTOPHE=R C. KATHE, INC. CONSULTING STF_,TURAL ENGINEER 420 OSCE: LA AVENUE JACKSONVILLE BE.',:vH, FLORIDA 32250 (808 ; 7-4707 cckathc - mail.com FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U zry .. W <t Wz o = CD Q-- '- LLJ _j E QJw No 0 �Q>=oor-_ v Q U c9 d- uc)--JE �om�zN© ryF-U1w^� W cn cn __j 0 5;o- o a z I=t a_N -`- 0 - po _j cn �z < �Q u pmo 00 0 �I 00 00 o '__1 n 1.75"x11.2 2.0E -/ ;� OLAM LVL CONI OUS ASTEND TO BOT OF ND TUBE STEE AM. I _ - I ,4P1 I I ? -Ijl.--_- --II -.-..-.,.,.--------- --------- ,,..... i1 ..._..... ------ ----------T ----_..�- 71, ------- .. ----- -------Ir - ; 1-#5 HORIZONTAL CONTINUOUS IN TOP "CHAIR" BLOCK EL. +0'-0" TOP OF SLAB 00 r- r - I c r EMBED PLATE "BP -1" (2 LOCATIONS) 1-#5 VERTICAL DOWEL © 40" O.C. ......... .... . FOUNDATION STEMWALL STEEL MOMENT FRAME Al UININU/LIVIIV� ELEVATION 1 S-8 SCALE: 1/2 21'-1 " 1/4 „ 1 TYPICAL HSS 18"x6"x3/8 "x20'-7 /4 CONTINUOUS TUBE STEEL HORIZONTAL BEAM 1.75"x11.25" 2.0E MICROLAM LVL CONTINUOUS NAILER FASTEN D TO BOTTOM OF ANGLE AND TUBE STEEL BEAM. HOLD 2"x8" P.T. SYP NO.2 NAILER 2"f ABOVE TOP OF GRADE BEAM TO ALLOW FOR 2"x6" P.T. SYP NO.2 PLATE 1/411 / " 4 >—TYPICAL 1/4 „ " vo, � --�---------- =----- -�---- I I I � I I EMBED PLATE "BP -1" (2 LOCATIONS) 20'-4" INSIDE TO INSIDE (VERIFY w/ ARCHITECT) it- 3 I, FOUNDATION STEMWALL I 1- 5 VERTICAL DOWEL AT TOUR (4) CELLS AT EACH EMBED LOCATION TUBE STEEL MOMENT FRAME AT DI /LIVING ROOM 1 ELEVATION S-8 SCALE: 1/2" = 1'-0" NOTE: L6"x6"x5 "x26'-0" 16 CONTINUOUS STEEL ANGLE NOT SHOWN FOR CLARITY 1/ " TYPICAL 4 1/41) 4 L4"x4%5/16 xO'-51/2„ SEAT ANGLE WELDED TO HSS 6"x6"x1/4" TUBE STEEL COLUMN 1/4)) TYPICAL 4,� /4 1/ " TYPICAL 14 /4 sI L 3� 3d 3 4pcs 1/2 "0 x 5" HOT DIPPED GALVANIZED CARRIAGE BOLTS w/ 11/2 "0 WASHERS AND HEX NUTS. ABOVE TOP PLATE, PROVIDE A 3"x3"x1/4" THICK STEEL PLATE WASHER. FASTEN WITH A HEX NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED HEX NUT. (TYPICAL) 2pcs 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS © 16" O.C. 2"x6" SPF NO.2 STUDS ©16" O.C. JIHSS 6"x6"x1/4 „ TUBE STEEL COLUMN (2 LOCATIONS) RIPPED DOWN 2"x8" SYP NO.2 NAILER ON EACH SIDE. FASTEN TO TUBE STEEL 191 COLUMN w/ /4 " Ox2 TEKS SCREWS © 12" O.C, STAGGERED HOLD 2"x8" P.T. SYP NO.2 NAILER 2"f ABOVE TOP OF GRADE BEAM TO ALLOW FOR P.T. SYP NO.2 PLATE 2 x6 EMBED PLATE "BP -1" (2 LOCATIONS) I' 1/2 "0 x 10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ COUPLER NUT, 2"x2"x1/8" PLATE WASHERS, AND HEX NUTS. SPACING AS REQUIRED TO MAINTAIN 24 MAX. SPACING TO NEXT ANCHOR BOLT OR THREADED ROD. 4pcs 1/2 "0 x 5" HOT DIPPED GALVANIZED CARRIAGE BOLTS w/ 11/2 "0 WASHERS AND HEX NUTS. I P-1/2 „x6„x1,-0„ I CAP PLATE I (2 LOCATIONS) I HSS 6"x6"x 1/4 " TUBE STEEL COLUMN (2 LOCATIONS) RIPPED DOWN 2"x8" SYP NO.2 NAILER ON EACH SIDE. i FASTEN TO TUBE STEEL COLUMN w/ 1/4 "Ox2" TEKS SCREWS ® 12” O.C, STAGGERED HOLD 2"x8" P.T. SYP NO.2 NAILER 2"f ABOVE TOP OF GRADE BEAM TO ALLOW FOR 2"x6" P.T. SYP NO.2 PLATE RIZONTAL �Il � COHAIR'OTOP BLOCK HSS 18"x6"x3/8 "x20'-7 CONTINUOUS TUBE STEEL BEAM INTERIOR L6"x611x 5/16 "x26'- 0" CONTINUOUS STEEL ANGLE LOCATE 9/16 "O HOLES CENTERED IN-BETWEEN STIFFENER PLATES TYPICAL ;4 1'-0" 2„ 8„ 2„ I I ^I r• ; I i I i I i I I I --------- ------ I I I HSS 18"x6"x3/8 TUBE STEEL BEAM I I I L4"x4"x5/16 x0'-5'/2" I SEAT ANGLE WELDED I TO HSS 6"x6"x1/4" TUBE STEEL COLUMN -11/2 "x6"x1'-0" CAP PLA 1 /4TE i I I 1'-0" I „ 2„ 2„ I I 4pcs 9/16 "0 N I HOLES I 1/4 I , 0, r� I 1/4 4„ � 1/2 o / STEEL „ 1/4 PLATE I ' 1 /4" MAKE 2 pcs I I HSS 6"x6"x'/4" TUBE CAP PLATE I STEEL COLUMN I I I I I I CAP PLATE CONNECTION r,3 DETAIL SCALE: 11/2" = 1'-0" S-8 1'-0" 2„ 8„ 2„ R3/4 " STEEL PLATE 3/4 " STEEL PLATE 0 1/4 „ ^I r- „ 3 4pcs 5/8"Ox12" DBA EMBED PLATE - SIDE VIEW 1'-0" 2„ 2„ 4pcs 5/8 "Ox12" DBA N 00 P3/4 " STEEL PLATE MAKE 2 .pcs EMBED PLATE "BP -1" - TOP VIEW 4 DETAIL S-8 SCALE: 11/2" ISOMETRIC RIPPED DOWN 2"x8" SYP NO.2 NAILER ON TOP EXTERIOR INTERIOR 3 8" O.C. HSS 18"x6"x/8 "x20'-7 CONTINUOUS TUBE STEEL T1/4" STIFFENER BEAM PLATE @ 24" O.C. 1 ROW 1/4 "Ox2" WELDED ALL AROUND COUNTERSUNK TEKS SCREWS © 12" O.C., ALIGN TEKS SCREW 23/ „ 4 1 " @ 8" 0. C. 1 /4" Q HOLE NOTE: AT EACH END OF THE CONTINUOUS ANGLE, DRILL AND INSTALL 0.220"0 x 4" SIMPSON SDWS TIMBER SCREWS INTO EACH ADJOINING 21fx6" FULL HT. STUD 4pcs 5/8 "Ox12" DBA c A'N TO TUBE STEEL w/ 1/4 „Ox2>, SCREWS w/ gSHERS O.C., �ERED EXTERIOR L6 x6"5/16 "x26'-0" CONTINUOUS STEEL ANGLE DRILL AND COUNTERSINK 1/2 "0 x 4" HOT DIPPED GALVANIZED CARRIAGE BOLTS w/ WASHERS AND HEX NUTS © 24" O.C. 1.75"x11.25" 2.0E MICROLAM LVL CONTINUOUS NAILER AT BOTTOM OF ANGLE TUBE STEEL BEAM ASSEMBLY 5 DETAIL S-8 SCALE: 11/2" HSS 6"x6"x1/4" TUE STEEL COLUN RIPPED DOWN 2"x8" SYP NO.2 NAILER ON EACH SIDE. FASTEN TO TUBE STEEL COLUMN w/ 1/4 "Ox2" TEKS SCREWS ® 12" O.C, STAGGERED (NO WASHERS)CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE 'I TUBE STEEL COLUMN NAILER PLATE JACKSONVILLE BEACH RgRI k650 (808 2=4707 cckathe@gm o r6"'�N_DETAIL - S-8 SCALE: 11/2 = 1'-0" FL P.E. 36820 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL (07EVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 II 'i U z� ..w Q Wz o E—w��o E QQIz wNo 0 > = I� �QUQ0 CUvQw r, E �0m�N@ ry � U Lj J Ld LcnunJao 0 zO Z Lj__ v n_=Np v 0_j F- U �z < �0 U DESIGN CCK (n CCK DATE 05/11 /2018 SCALE 1/2 = 1'-0„ U w � W SHEET 8 OF 11 � D = �U �o� LIZ=JQ I—�Lj Q=z z — w o WWmQ> :2 X U w � O F- m (J� � U J�� wOQ Q � LnLory0 DESIGN CCK CHECKED CCK DATE 05/11 /2018 SCALE 1/2 = 1'-0„ JOB NO. E18-017 SHEET SHEET 8 OF 11 m PREEGINEERED ROOF TRUSS, SEE ROOF FRAMING PLAN (2)2"x6" SYP NO.2 DOUBLE TOP PLATE. SPLICE TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. 0 MTS12 ;s SIMPSON MTS12 TWISTED zAP, SEE UPIFT CONNECTOR -IEDULE ON SHEET S-11 :3"xl/4" PLATE WASHER D HEX—NUT 1/2"0 THREADED ROD CONNECTOR 2"x6" SPF NO.2 STUDS @ 16" O.C. COUPLER NUT AND 2"x2"x'/8" PLATE WASHER 2"x6" SYP NO.2 SILL PLATE AT SECOND LEVEL, SEE WALL SECTION 1/2 "0 THREADED ROD, DRILLED AND EPDXIED INTO 8" CMU STEMWALL BELOW II U MTS12 STRAPS FROM ROOF TRUSS TO EXTERIOR WALL FRAMING/8" CMU STEMWALL BELOW D ETAIL S-9 SCALE: NTS PREEGINEERE ROOF TRUSS, SE ROOF FRAMING PLA (2)2"x6" SYP NO DOUBLE TOP PLAT SPLICE TOGETHER w 2 ROWS 10d COMMC WIRE NAILS @ 16" 0. qzo 00 °° ° 0 ° MTS12 MPSON MTS12 TWISTED SEE UPIFT CONNECTOR i LE 1 pc SIMPSON SPH6 STUD PLATE TIE @ 16" O.C. 2"x6" SPF N0.2 0 STUDS @ 16" O.C. °° ° o ° ° ° SPH6 MTS12 STRAPS FROM TYPICAL ROOF TRUSS TO WALL FRAMING BELOW WITHOUT THREADED ROD SYSTEM 2 DETAIL S—g SCALE: N.T.S. <, DOUBLE GIRDER ROOF TRUSS. SEE PREENGINEERED POOF TRUSS SHOP DRAWINGS (2)2"x6" SYP NO.2 DOUBLE TOP PLATE. SPLICE TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. 2pcs SIMPSON HTS24 TWISTED STRAPS, SEE UPIFT CONNECTOR SCHEDULE ON SHEET S-11 ��-- 3"x3"x'/4" PLATE WASHER ---��, AND HEX—NUT ADD 1/2 "0 THREADED ROD CONNECTOR WITHIN 3" OF DOUBLE GIRDER ROOF TRUSS °°I 3pcs 2"x6"SPF NO.2 STUDS AT ROOF GIRDER ® TRUSS BEARING. ° COUPLER NUT AND 2"x2"x'/8" PLATE WASHER ° ° 2"x6" SYP NO.2 SILL PLATE AT SECOND LEVEL, SEE o° o WALL SECTION 1/2"0 THREADED ROD, DRILLED AND EPDXIED HTS24 M ^ TA24 II =` INTO 8" CMU STEM WALL BELOW DOUBLE GIRDER TRUSS FASTENING TO P- \/ TF Pinp WALL FRAMING/ 8" CMU STEMWALL BELOW 3 DETAIL S-9 SCALE: N.T.S. 1 pc SIMPSON THA29 AT BOTTOM CHORD �x 0 ° 0 X X° PREEGINEERED GIRDER erg �� ROOF TRUSS, SEE ROOF FRAMING PLAN BEND OVER STRAP AS REQUIRED AND INSTALL 4-10d NAILS INTO TOP OF BOTTOM CHORD i 00 TH A29 ° °�� ° I FLORIDA PRODUCT ° ° APPROVAL #10447.19 I0 TEf e PE PENDICULAR PR EGINEERED RO F TRUSS, SEE RO F FRAMING PLAN SIMPSON THA29 ADJUSTABLE TRUSS HANGER, FASTEN w/ 16-10d NAILS INTO FACE OF GIRDER TRUSS BOTTOM CHORD AND 4-10d NAILS INTO TRUSS THA29 FAC _ MOUNT HANGER FROM ROOF TRUSS TO SUPPORTING GIRDER ROOF TRUSS 4 DETAIL VS-9jSCALE: N.T.S. 2"x6" SYP NO.2 SU �— FASCIA. FASTEN w/ 3-12d COMMON WIRE NAILS INTO EACH ROOF TRUSS 0 z 0 Q N W > 0 --------- ----- I �I I I I —12d TOE NAIL INTO CORNER HIP I I FfRJSS EACH SIDE �O 2"x6" WALL FRAMING `sS BELOW I 2'-0" I OVERHANG i NOTE: SEE ARCHITECTURAL PLANS AND SECTIONS FOR OTHER ROOF OVERHANG DIMENSIONS CORNER HIP TRUSS CONNECTION 5 DETAIL VS-9)SCALE: 3/4" = 1'-0" COMMON ROOF RUSS. SEE PREENGINEERED ROOF TRUSS SHOP DR ,WINGS UPLIFT CONNECTORS AS PER UPLIFT CONNECTOR SCHEDULE ON STRUCTURAL SHEET S-11 PREENGINEERED ROOF TRUSSES @ 24" O.C. 1 pc SIMPSON A35 EACH SIDE OF JACK TRUSS TO CORNER HIP TRUSS AT ALL JACK TRUSSES OVER 3'-0" LONG. FASTEN AT TOP CHORD OF JACK TRUSS 2pcs SIMPSON MTS12 TWISTED STRAPS, SEE UPIFT CONNECTOR SCHEDULE ON SHEET S-11 (3)2"x12" SYP NO.2 COVERED PORCH ROOF HEADER BEAM AT PREENGINEERED ROOF TRUSS OOF TRUSS FASTENING TO COVERED PORCH ROOF HEADER BEAM BELOW 6 DETAIL S-9 SCALE: N.T.S. ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG—TIE "SET" TWO COMPONENT EPDXY ADHESIVE OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 0 EL. +0'-0" TOP OF SLAB V) w Q EL. VARIES .h_ > EDGE OF SLAB 00 w EL. —2'-8" TOP OF FOOTING 0 6"x6" P.T. SYP No.2 POST 1 pc; SIMPSON ABU66 POST BASE. DRILL 8" AND EPDXY 5/8 11Ox10" HOT DIPPED GALVANIZED THREADED STUD. FASTEN w/ 12-16d HOT DIPPED GALVANIZED COMMON WIRE NAILS OPTIONAL FRONT ENTRY PORCH 6"x6" POST w SIMPSON ABU66 POST BASE 7 DETAIL S—g SCALE: 3/4„ = 0„ PREENGINEERED ROOF TRUSSES DESIGN LOADS: TOP CHORD DESIGN DEAD LOAD = 10 psf TOP CHORD DESIGN LIVE LOAD = 20 psf 00 00 0 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON ° ° ° WIRE NAILS @ 4" O.C. EDGE AND ° ° @ 6" O.C. FIELD PRE—ENGINEERED WOOD ROOF MTS12 TRUSSES @ 24" O.C. 2pcs SIMPSON MTS12 TWISTED STRAPS AT EACH TRUSS TO HEADER BEAM AS PER UPLIFT CONNECTOR SCHEDULE NOTE: INSTALL 6pcs-16d TOENAILS WATERPROOFING EACH TRUSS TO HEADER BEAM AND FLASHING DESIGNED BY OTHERS 4-10d NAILS 1—#5 CONTINUOUS A AND SECTIONS 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 8" CMU STEM WALL, w/ #5 VERTICAL 6 MIL VAPOR BARRIER ON DOWEL w/ STD 90° BEND INTO TERMITE TREATED COMPACTED FOUNDATION @ 48" O.C. BEND OVER FILL- VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT a ALL CELLS SOLID w/ CONCRETE. BEND #5 STEM WALL FINISHED GRADE REINFORCING INTO SLAB AND LAP 24" w/ WWF 00 /j 48" CK J a° 10"dx20"w CONCRETE FOOTING w/ 2—#5 CONTINUOUS, ►� — FOOTING SHALL BE CENTERED 3" CL AR TYP BENEATH 8" CMU STEMWALL 1'-8" OPTIONAL WALL SECTION AT FRONT ENTRY PORCH 8 SECTION I � �_9SCALE: 3/4„ = 1,-0„ 9" #5 DOWEL CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 C'CEOLA AVENUE JACXSONVIL.= BEACH, FLORIDA 32250 (!08) 21707 cckath '@gm iLcom FL P.E. 3682 SIGNA-URE IN BLUE INK FLOR'.DA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� .. LLJ LL1 Q Wz o =0 rlK �— w�a QQIz o E �2o 0 > = I < U cfl -t UI-QLLj -I� E � 0 @) U -i Li Wcf)(n.-in°c =00>��v n z 0=0 � � U u z �0 S U c/) INSTALL /1g " OSB J FASCIA AND SOFFIT CEILING DIAPHRAGM TO :y AS PER ARCHITECTURAL FRONT ENTRY PORCH. FASTEN ,. PLANS AND SECTIONS w/ 8d COMMON WIRE NAILS " @ 6 O.C. EDGES ti, � ..�..._ 1 "x3" P.T. SYP N0.2 FASCIA. AND 6" O.C. FIELDFASTEN w/ 2-10d RING SHANK 2 — 0" NAILS @ 16" O.C. (2)2"x12" SYP NO.2 U OVERHANG 2"x6" SYP No.2 SUB—FASCIA, FRONT PORCH ROOF HEADER � W FASTEN w/ 3-12d NAILS INTO BEAM. SPLICE TOGETHER TOP CHORD OF ROOF TRUSS w/ 5 ROWS 12d COMMON rr-- 2"x4" SYP No.2 SOFFIT BLOCKING WIRE NAILS @ 12" O.C., EACH LAYER u Q @ 24" O.C. FASTEN TO LEDGER Lj =� w/ 4-12d TOENAILS 2pcs SIMPSON HTS24 TWISTED 75 STRAPS OR 2pcs SIMPSON MSTA24 FLAT STRAPS FROM EACH FRONT PORCH HEADER BEAM TO Q�c"d THE 6"x6" POST. U 6"x6" P.T. SYP No.2 FRONT COVERED PORCH POST FRONT ENTRY � OOQQLd w/ ARCHITECTURAL WRAP PORCH 1 pc SIMPSON ABU66 POST BASE. DRILL 8" AND EPDXY 5/8 "ox10" � Z Ln HOT DIPPED GALVANIZED THREADED Q STUD INTO CONCRETE. FASTEN � J w/ 12-16d COMMON WIRE NAILS o � J BRICK BORDER AS PER W RCHITECTURAL PLANS 1—#5 CONTINUOUS A AND SECTIONS 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 8" CMU STEM WALL, w/ #5 VERTICAL 6 MIL VAPOR BARRIER ON DOWEL w/ STD 90° BEND INTO TERMITE TREATED COMPACTED FOUNDATION @ 48" O.C. BEND OVER FILL- VERTICAL DOWEL INTO SLAB AND LAP 24" MINIMUM w/ WWF. GROUT a ALL CELLS SOLID w/ CONCRETE. BEND #5 STEM WALL FINISHED GRADE REINFORCING INTO SLAB AND LAP 24" w/ WWF 00 /j 48" CK J a° 10"dx20"w CONCRETE FOOTING w/ 2—#5 CONTINUOUS, ►� — FOOTING SHALL BE CENTERED 3" CL AR TYP BENEATH 8" CMU STEMWALL 1'-8" OPTIONAL WALL SECTION AT FRONT ENTRY PORCH 8 SECTION I � �_9SCALE: 3/4„ = 1,-0„ 9" #5 DOWEL CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 C'CEOLA AVENUE JACXSONVIL.= BEACH, FLORIDA 32250 (!08) 21707 cckath '@gm iLcom FL P.E. 3682 SIGNA-URE IN BLUE INK FLOR'.DA RAISED SEAL REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� .. LLJ LL1 Q Wz o =0 rlK �— w�a QQIz o E �2o 0 > = I < U cfl -t UI-QLLj -I� E � 0 @) U -i Li Wcf)(n.-in°c =00>��v n z 0=0 � � U u z �0 S U c/) J Q W U � W 0 rr-- Qz u Q �OQ�z Lj =� �mQo 75 Ow�mc � Q�c"d U � OOQQLd � Z Ln Q � J o � J W U (n DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18-017 SHEET s 9 SHEET 9 OF 11 THREADED ROD CONNECTION SYSTEM The contractor shall utilize the all—thread connection system as specified as follows: Shearwall All—Thread Connection System roof — connection SI ATC system. is composed of one Uplift connectors from the various preengineered roof trusses, conventional The shearwall all thread uplift conn (' ) y p P framing, conventional overframing, covered entry porch framing, covered rear porch 1/2" diameter 36 ksi all—thread rod that run the full vertical height of the wall, framing, and floor framing shall be installed in accordance with the Uplift penetrating both the top and bottom plates,) and grouted with Simpson Strong—Tie Connector Schedule. High Strength Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill Connection System bit for plate and concrete holes. The cast ik place '/2" diameter x 10" anchor All Thread Uplift y bolts specified on structural sheet S-3, she�rwall specifications, may be utilized in � lieu of the drilled and epoxied threaded stud) at the concrete slab.. The top end of The all—thread uplift connection system (ATUC) Is composed of one /2 " diameter 36 the SWATC is bound to the to late with a 13" square, � " ksi all—thread rod that runs the full vertical height of the wall, penetrating both the P P q / thick washer and a nut. to and bottom plates, and grouted with Simpson Strong—Tie High Strength Epoxy The bottom plate is bound to the slab with 2"x2"x1 /8" thick plate washer and P ,I nut. The all thread may be spliced with a oupler threaded onto the all thread a into the slab/stemwall with 8" embedment. Use a 9/16 drill bit for plate and 3 r holes. The cast in lace '/2" diameter x 10" anchor bolts specified on minimum distance of /4" at each end of th coupler. The coupler shall be rated concrete P for allowable tension of 3,200 pounds under (wind loading. The locations of SWATC structural sheet S-3, may be utilized in lieu of the drilled and epoxied threaded within the above referenced structure shall bo as follows: stud at the concrete slab. The top end of the ATUC is bound to the top plate with a 3" square, '/" thick washer and a nut. The bottom plate is bound to the slab within 3" of end studs with a 2%2"x1/8" thick p q late washer and nut. The all—thread may be spliced with Shearwall Ends 11 pc a coupler threaded onto the all—thread a minimum distance of 3/4" at each end of Miscellaneous the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under l wind loading. The locations of ATUC within the above referenced structure shall be The installed 1/" diameter anchor bolts that are not utilized by the all—thread as follows: connection system shall receive a 2%2"x1/8" plate washer and hex nut at the bottom plate. Typical Wall Section 48 O.C. max Maintain a minimum edge distance of 2" from the outside edge of the embedded Minimum Quantity of ATUC Between Corners all—thread rod to the outside face of the 8" cmu stemwall. 2 pcs Along Straight Run of Continuous Bearing Wall The to late shall be free of splits, checks, shakes, and wanes. Bearing Wall Ends(Not including Shearwalls) P p P 1pc within 3" of end studs The hex nut above the to late shall be ti tened to approximately 30ft.—lbs. of P P P 9 I� P P y torque. Changes in moisture content and thj� related shrinkage of building materials Header Framing will effectively eliminate the pre loading caused by the initial tightening of the hex 1 each side of opening within 3" of full height studs nut. After all rough—ins of the mechanical anjd electrical trades are complete, and prior to installation of insulation re—tightened) the upper hex nuts to the required Bottom Plate Splices 30ft.—lbs. of torque. Install %"Ox8" w/ 4" embedment Redhead within 12" of splice, each side of splice. ATC may substitute for Redhead. High Uplift Connection Girder Truss 1 each side of and within 3" (uplift > 2000 lbs.) of high uplift girder PROVIDE AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE 8d NAILS AT 6" O.C. INTO THE TOP PLATE BETWEEN TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST NAILING SPECIFIED IN SCHEDULE. CONTINUOUS SHEATHING ANCHOR RODS. ROD SPACING, SEE II d 0 If SCHEDULE. ;o ABOVE ALL OPENINGS { TRUSS—TO—PLATE CONNECTOR, SEE SCHEDULE. OF KING STUDS ''~ _ °- -- EA. SIDE •�'\ °- III I I I I 1 '•' !' !'! ! ►.; --- �`-_----i_- • ---- 0 QF- W � CONTINUOUS SHEATHING Q II II II II II , II II II II if I I Il II it II II II II II II II II II II Ii ii 11 !ii II II II II II II I I II II II d 0 oa ;o ABOVE ALL OPENINGS { , _.rf� �; I AND SHALL BE NAILED HEADER, SEE 1L _.._!l ...;I © 3" O.C. ALONG EDGE Li LjjZ Q AND AT CRIPPLES ABOVE SCHEDULE. II HEADER. (TYPICAL) w z !! (nmU� PROVIDE AN ADDITIONAL ROW OF �w 8d NAILS AT 6 O.C. ONTO ONE OF HEADER, SEE SCHEDULE AND a SHEATHING STUDS ADJACENT TO ALL �O�y :.1- 4 i\— i II 2pcs cs FULL HEIGHT (TYPICAL) � C) cn o YQv� 2"x6" SPF NO.2 o � JACK STUDS, Q O Q QLi 11 00.00 SEE HEADER !! '` ry SCHEDULE. ROUGH ;; FRAMING PLAN ABOVE BOTTOM PLATE, OPENING !! PROVIDE A 3"x3"x'/4" Q Q ROUGH OPENING SEE ARCH. THICK STEEL PLATE WASHER. FASTEN` OR 2pcs 2"x6" SPF NO.2 �! CRIPPLE STUDS EACH 3"x3"x'/4" PLATE WITH A COUPLER. Il (TYPICAL) Il SIDE OF OPENING UP WASHER AND HEX NUT ! II II !I € III i I, I !i U HEADER, SEE z I !; �� <1 SCHEDULE. Q !I O II II o ry I; SHEATHINGo # !; o JACK STUDS, —� !' f Q SEE HEADER (TYPICAL)ry ;�� � SCHEDULE. Ii Q ROUGH OPENING SEE ARCH. 8" EMBEDMENT FOR '/2 "0 THREADED ROD AT 8" CMU STEM WALL BELOW II SCALE: N.T.S. ABOVE TOP PLATE, PROVIDE A 3"x3"x'/4" THICK STEEL PLATE WASHER. FASTEN WITH A HEX NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED HEX NUT. (TYPICAL) PREENGINEERED ROOF TRUSSES (TYPIC/%1) II II NUMBER OF KING STUDS CCK -- EA. SIDE OF OPENING, DOOR HEADER IF THREADED ROD SEE HEADER SCHEDULE. 0 QF- W � CONTINUOUS SHEATHING Q II II II II II , II II II II if I I Il II it II II II II II II II II II II Ii ii 11 !ii II II II II II II I I II II II SHALL BE PROVIDED oa ;o ABOVE ALL OPENINGS _ , _.rf� �; I AND SHALL BE NAILED 0 1L _.._!l ...;I © 3" O.C. ALONG EDGE Li LjjZ >► NOT USED 3x3 X4 PLATE AND AT CRIPPLES ABOVE Q II HEADER. (TYPICAL) w z !! (nmU� PROVIDE AN ADDITIONAL ROW OF �w 8d NAILS AT 6 O.C. ONTO ONE OF HEADER, SEE SCHEDULE AND a THE KING STUDS ADJACENT TO ALL Q OPENINGS. (IN ADDITION TO OTHER � NAILING SPECIFIED IN SCHEDULE. 20" SYSTEM 42 PREENGINEERED FLOOR TRUSSES Q 16" O.C. 2 Il II NUMBER OF KING STUDS EA. SIDE OF OPENING, SEE HEADER SCHEDULE. O U CONTINUOUS SHEATHING z SHALL BE PROVIDED ABOVE ALL OPENINGS �`���'� AND SHALL BE NAILED @ 3" O.C. ALONG EDGE '-��- AND AT CRIPPLES ABOVE HEADER. (TYPICAL) Q �— ROVIDE AN ADDITION/ -L ROW OF 8d NAILS AT 6" O.C. ONTO ONE OF THE KING STUDS ADJACENT TO ALL Q OPENINGS. (IN ADDITION TO OTHER NAILING SPECIFIED IN SCHEDULE. 1/2 "0 x 10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ COU LER NUT, 2"x2"x'/8 " PLATE `'WASHERS, AND HEX NUTS. S?ACING AS REQUIRED TO MAINTAIN 24" MAX. FOUNDATION STEMWALL SPACING TO NEXT ANCHOR BOLT OP THREADED ROD. INVA I Nine 90 R3" �3"x'/4" PLATE WAS ER AND HEX NUT (2)2"x6" SYP NO.2 DOUBLE TOP PLATE WOOD HEADER —' BEAM 1/2 "4 THREADEDI ROD ANCHORING SY�TEM SEE DETAIL 1 S-9 '/,))0 T4FREADED ROD AT HEAaER/OPENING 4 D TAIL S-10 SCA _E: N.T.S. ALTERNATE, 1pc ISIMPSON MSTA24 ST SAP EACH SIDEOF jD00R HEADER IF j THREADED ROD SYSTEM IS NOT USED 2"x6" SPF NO.2 TUDS © 16" O.C. "x3"x'/4 " PLATE WASHER AND HEX NUT OR kUPLER NUT AT SECOND LEVEL NOTE: I FASTEN ITHE H2.5 w/ 10-8dx1 '/2 " COMMONI WIRE NAILS FASTEN ITHE MSTA24 w/ 18-1IOd COMMON WIRE NAILS WOOD HEADI BES SECURE ST BEAM w/ '/2 "0 ALL—THREAD CONNECTOR 2"x6" SPF No.2 ROD @ 48O.C.SEE LAYOUT STUDS ©16" O.C. " ON SHEETS S-1 AND S-2. COUPLER NUT 3/4" STURDI—FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND 3"x3"x'/4" PLATE WASHER FASTEN TO WOOD FLOOR TRUSSES AND HEX NUT w/ 10d COMMON WIRE NAILS I (1)2"x6" SYP No.2 @ 4" O.C. EDGES AND BOTTOM PLATE @ 6" O.C. FIELD i I 2"x4" SYP No.2 CONTINUOUS '/2 " CDX PLYWOOD WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD (2)2"x6" SYP No.2 TOP PLATE. SPLICE 20 DEEP DEEP SYSTEM 42 TOGETHER w/ 2 ROWS PRE—ENGINEERED FLOOR 10d COMMON WIRE NAILS @ 16 O.C. TRUSSES @ 16" O.C. 2"x6" SPF No.2 STUDS @ 16 O.C. I TYPICAL THREADED ROD CONNECTION AT WALLfFL00R TRANSITION 2 DETAIL S-10 SCALE: 11/2 = 1'-0" f3"x3"x'/4" PLATE WA'�HFR ANn HFX N( IT 2"x2"x1/$" PLATE WASHER AND COUPLER NUT 2"x6" P.T. SYP NO.2 SILL PLATE, 8"x8" CMU BOND BEAM w/ 1—#5 CONTINUOUS 8" CMU REINFORCED STEMWALL OVER CONCRETE FOUNDATION ANCHOR AND EPDXIED '/2 'PED GALVANIZED ED ROD ANCHOR, NERAL NOTES AND 1 /S-10 3" MINIMUM :MBEDMENT ALTERNATE DRILLED AND EPDXIED '/,"0 THREADED STUD IN LIEU OF ANCHOR BOLT r7-� DETAIL S-9 SCALE: 3" = 1'-0" 3" YPICAL 2"x2"x'/8" PLATE WASHER AND COUPLER NUT 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER S16 w/ 10d COMMON WIRE NAILS 3OVE @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) 2"x6" P.T. SYP NO.2 (2)2"x6" SILL PLATE, SYP D 2 3 "" x3 1) PLATE DOUBLE TWASHER AND OP PLATE • HEX NUT 1—#5 CONTINUOUS SIMPSON CS16 STRAP FASTENED TO FIRST LEVEL HEADER BEAM r_5 DETAIL \11S-10 SCALE: N.T.S. ADD 1pc SIMPSON H2.5 UPLIFT CONNECTOR AT TOP AND BOTTOM OF THESE STUDS 2"x6" SPF 1\10.2 --`� STUDS @ 16" O.C., SEE FLOOR PLAN '/2 "0 THREADED ROD UPLIFT CONNECTOR DOUBLE TOP PLATE FASTENING AT '/9 "0 THREADED ROD 6 DETAIL S-10 SCALE: N.T.S. ALTERNATE, 1pc SIMPSON MSTA24 STRAP EACH SIDEOF FRAMING AND STRAPPING AT TYPICAL EXTERIOR WINDOW OPENING 8 DETAIL S-10 SCALE: 1/2" = 1'-0" 8" CMU REINFORCED STEMWALL OVER CONCRETE FOUNDATION 51 DRILLED AND EPDXIED 1/20 HOT DIPPED GALVANIZED THREADED ROD ANCHOR, SEE GENERAL NOTES AND DETAIL 1/S-10 8" MINIMUM EMBEDMENT 4 w d - 4" SLAB ON GRADE, SEE PLAN. ALTERNATE DRILLED AND EPDXIED ' "0 THREADED STUD IN LIEU OF ANCHOR BOLT K7� DETAIL \SL�10 SCALE: 3" = 1'-0" ADD 1pc SIMPSON H2.5 UPLIFT CONNECTOR AT TOP AND BOTTOM OF THESE STUDS CCK U DOOR HEADER IF THREADED ROD CCK IT QF- W � 05/11/2018 LLJ II II II II II , II II II II if I I Il II it II II II II II II II II II II Ii ii 11 !ii II II II II II II I I II II II � �� oa ;o HEADER, SEE!! SCHEDULE AND` PLANSii ROUGH OPENING � SYSTEM IS u u - 10 Q 11 !! II LjjZ >► NOT USED 3x3 X4 PLATE II II WASHER AND HEX NUT z !! (nmU� 1 !! �� �w '/ "O THREADED—ROD UPLIFT CONNECTION 2"x6" SPF N0.2 SYSTEM STUDS ©16" O.C. HEADER, SEE SCHEDULE AND a II PLANS Uwe i\— i II 2pcs cs FULL HEIGHT � m cn W YQv� 2"x6" SPF NO.2 STUDS EACH SIDE Q O Q QLi 11 00.00 OF OPENING !! !! MINIMUM. SEE ROUGH ;; FRAMING PLAN !! OPENING !! II !! II ;; I! 1pc 2"x6" SPF NO.2 CRIPPLE STUDS EACH SIDE OF 3'-1 " OPENING, SEE ARCHITECTURALS OR 2pcs 2"x6" SPF NO.2 �! CRIPPLE STUDS EACH 3"x3"x'/4" PLATE Il Il SIDE OF OPENING UP WASHER AND HEX NUT ! !! TO 6'-4" OR COUPLER NUT AT SECOND LEVEL if FRAMING AND STRAPPING AT TYPICAL EXTERIOR WINDOW OPENING 8 DETAIL S-10 SCALE: 1/2" = 1'-0" 8" CMU REINFORCED STEMWALL OVER CONCRETE FOUNDATION 51 DRILLED AND EPDXIED 1/20 HOT DIPPED GALVANIZED THREADED ROD ANCHOR, SEE GENERAL NOTES AND DETAIL 1/S-10 8" MINIMUM EMBEDMENT 4 w d - 4" SLAB ON GRADE, SEE PLAN. ALTERNATE DRILLED AND EPDXIED ' "0 THREADED STUD IN LIEU OF ANCHOR BOLT K7� DETAIL \SL�10 SCALE: 3" = 1'-0" ADD 1pc SIMPSON H2.5 UPLIFT CONNECTOR AT TOP AND BOTTOM OF THESE STUDS _3 jp x3"xl/4 " PLATE WASHER AND HEX NUT -'/2 "0 THREADED—ROD UPLIFT CONNECTION SYSTEM -2pcs FULL HEIGHT 2"x6" SPF NO.2 STUDS EACH SIDE OF OPENING, MINIMUM. SEE FRAMING PLAN -1pc 2"x6" SPF NO.2 CRIPPLE STUDS EACH ' SIDE OF 3-1" OPENING, OR 2pcs 2"x6" SPF NO.2 CRIPPLE STUDS EACH SIDE OF OPENING UP TO 6'-4" FRAMING AND STRAPPING AT TYPICAL EXTERIOR DOOR OPENING 9 DETAIL S-10 SCALE: 1/2" = 1'-0" CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEA IDA IDAj 2250 (808)2 -47 07 , cckath4gRoX FL P.E. 3682• SIGNATURE IN BL-:: INK FLORIDA RAISEC� SEAL ('"REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� III .. Q 11 o Z LLJ 0 ��- wz1, 0 E 1111 No O � Q > = 00 �QU��- 6< LJ I� E mo�— 0')D0 zN@j ry�U�w W(J�cnJ0-C 0 a-�N= 000 O�d-Cn �z o ry 0 U 09 CCK U II II II II I II II II !! II II II II II II It II II II II II II II !! II II II II II II u II II CCK �-- QF- W � 05/11/2018 LLJ II II II II II , II II II II if I I Il II it II II II II II II II II II II Ii ii 11 !ii II II II II II II I I II II \ � �� oa ;o HEADER, SEE!! SCHEDULE AND` PLANSii ROUGH OPENING � SEE ARCHITECTURALS u u _3 jp x3"xl/4 " PLATE WASHER AND HEX NUT -'/2 "0 THREADED—ROD UPLIFT CONNECTION SYSTEM -2pcs FULL HEIGHT 2"x6" SPF NO.2 STUDS EACH SIDE OF OPENING, MINIMUM. SEE FRAMING PLAN -1pc 2"x6" SPF NO.2 CRIPPLE STUDS EACH ' SIDE OF 3-1" OPENING, OR 2pcs 2"x6" SPF NO.2 CRIPPLE STUDS EACH SIDE OF OPENING UP TO 6'-4" FRAMING AND STRAPPING AT TYPICAL EXTERIOR DOOR OPENING 9 DETAIL S-10 SCALE: 1/2" = 1'-0" CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEA IDA IDAj 2250 (808)2 -47 07 , cckath4gRoX FL P.E. 3682• SIGNATURE IN BL-:: INK FLORIDA RAISEC� SEAL ('"REVISIONS BY BUILDING PERMIT CCK ISSUE 05/11/18 U z� III .. Q 11 o Z LLJ 0 ��- wz1, 0 E 1111 No O � Q > = 00 �QU��- 6< LJ I� E mo�— 0')D0 zN@j ry�U�w W(J�cnJ0-C 0 a-�N= 000 O�d-Cn �z o ry 0 U 09 DESIGN CCK U w CCK �-- QF- W � 05/11/2018 LLJ SCALE r-) 3/4" = 1'-0" U �o E18-017 � (�Z - 10 Q 11 LjjZ LL pDQ z O (nmU� �w Q � Uwe 0 � m cn W YQv� Q O Q QLi 00.00 Cy� LO DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18-017 SHEET - 10 SHEET 10 OF 11 WE AREA INTERIOR ENDZONE AREA INTERIOR ENDZONE AREA INTERIOR ENDZONE DESIGN WIND PRESSURES DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) (END ZONE = 8'-0") Kd = 0.85 1Osf POSITIVE SUCTION +31.2 +31.2 -33.8 -41.7 50sf POSITIVE SUCTION +27.9 +27.9 -30.5 -35.2 90sf POSITIVE +26.7 +26.7 SUCTION -29.4 -32.8 20sf 30sf 40sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +29.8 +29.8 -32.4 -38.9 +28.9 +28.9 -31.6 -37.3 +28.4 +28.4 -31.0 -36.1 60sf 70sf 80sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +27.5 +27.5 -30.2 -34.5 +27.2 +27.2 -29.9 -33.8 +27.0 +27.0 -29.6 -33.3 1 00s 110sf 1 20s POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +26.5 +26.5 -29.1 1 -32.4 +26.3 +26.3 -28.9 -32.0 +26.1 +26.1 -28.8 -31.7 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" CDX PLYWOOD OVERFRAME w/ 2"x6" SYP ROOF SHEATHING No.2 RAFTERS @ 24" OC, w/ 2"x6" SYP No.2 COLLAR 1 ROW 81 RING TIES w/ 8pcs-12d COMMON SHANK COMMON WIRE WIRE NAILS EACH END © 24" 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/ l" DIA. WASHERS AT EACH TRUSS INTERSECTION 1 pc SIMPSON H2.5 w/ COMMON WIRE LOWER PRE-ENGINEERED 8-8d °o ROOF TRUSS @ 24" O.C. NAILS FROM RAFTER ° TO LEDGER o 0 00 LEDGER DETAIL AT OVERFRAMING RAFTERco H2.5 rl_,�DEL TAI S-11 SCALE: N.T.S. ALL SIMPSON CONNECTORS IN CONTACT WITH ACQ PRESSURE TREATED LUMBER SHALL HAVE THE MANUFACTURER APPLIED i "ZMAX" FINISH 0 0 ®° 0 0 0 ° COO O ° 0 0 0 01 0 0 o ° 0 0 0 ° HTS24 MSTA24 CS16 ABU66 MTS12 0001 & ® ° o ° ® p ° o o o° ° 0 0 ° ° 0' O o 0p O °° 0 ° ° ° O O 00 o LUS26 THA29 H2.5 A35 SPH6 UPLIFT CONNE TOR SCHEDULE 11 MEMBER SUPPO T SIMPSON CONNECTOR TYPICAL PREENGINEERED OOF TRUSSES: UPPER ROOF TRUSSES: COMMON ROOF TRUSS: DOUBLE TOP LATE pE AIL13/S E6 SECTION 1/S-5 AND HEADER BEAM (2)MTS12 GABLE END TRUSS: 2"x4" OUTLOOKER: LOWER ROOF TRUSSES: COMMON ROOF TRUSS: MONO TRUSS: SCISSOR TRUSS: GABLE END TRUSS: 2"x4" OUTLOOKER: GIRDER ROOF TRUSS: GARAGE ROOF FRAMING: COMMON ROOF TRUSS: GABLE END TRUSS: DOUBLE TOP PLATE (2)MTS12 AND (1)MSTA24 @ 48" O.C. SEE SECTION 2/S-6 DOUBLE TOP blLATE (1)H2.5, SEE SECTION 2/S-6 DOUBLE TOP SLATE (l H2.5, SEE DETAIL 1/S-11 (1 A35, SEE DETAIL 2/S-11 PARD TO TR SSES w/ 2 ROWS �R AT EACH INTERSECTION) BEAM (2)MTS12, SEE SECTION 4/S-5 ,--1pc SIMPSON A35 CLIP HEADER 2"x8" SYP No.2 ANGLE AT EACH OVERFRAMING 0 U 0 INTERIOR BEA RING RIDGE BEAM RAFTER TO RIDGE BEAM. FASTEN GIRDER TRUS I WALLS UTILI w/ 12-8dx1'/2" NAILS EACH ° 0 TOP PLATE 12 (2 )MTS12 /ALL BELOW A35 9 I FRONT PORCH RAFTER: (2)MTS12 "" 2x6SYP No.2 WALL LEDGER WALL LEDGER (1)THA29 HANGER AND (2)A35, OVERFRAMING TOP PLATE PRODUCT (2)MTS12, SEE SECTION 5/S-4 RAFTERS @ 24" O.C., BEAM, S (2)HTS24C (2)MTS12 8" CMU STEM SEE ROOF ADD 1/2 "0 x 10" ANCHOR BOLTS SPH6 10-8d 0 0 0 0 FRAMING PLAN. 0 0 0 00o0 O x x 2"x6" SYP No.2 COLLAR TIES w/ 18-10d WASHER IN-BETWEEN 1/2 "0 THREADED 8-12d NAILS EACH END, PRODUCT APPROVAL = SEE ROOF FRAMING PLAN Z FLORIDA PRODUCT NOTE: COLLAR TIE TO BE LOCATED CS16 22-10d z NO HIGHER THAN 2/3 THE TOTAL APPROVAL #10852.1 THA29 HEIGHT OF THE RAFTER AND 4-10d RAFTER PRODUCT APPROVAL #10447.19 ABIJ66 BEARING "0 X10" THREADED ROD OVERFRAMING RAFTER APPROVAL #10849.6 AND 12-16d (J7 Y 2DETAIL "SET" EPDXY FLORIDA PRODUCT S-11 SCALE: NTS #11506.4 ALL SIMPSON CONNECTORS IN CONTACT WITH ACQ PRESSURE TREATED LUMBER SHALL HAVE THE MANUFACTURER APPLIED i "ZMAX" FINISH 0 0 ®° 0 0 0 ° COO O ° 0 0 0 01 0 0 o ° 0 0 0 ° HTS24 MSTA24 CS16 ABU66 MTS12 0001 & ® ° o ° ® p ° o o o° ° 0 0 ° ° 0' O o 0p O °° 0 ° ° ° O O 00 o LUS26 THA29 H2.5 A35 SPH6 UPLIFT CONNE TOR SCHEDULE 11 MEMBER SUPPO T SIMPSON CONNECTOR TYPICAL PREENGINEERED OOF TRUSSES: UPPER ROOF TRUSSES: COMMON ROOF TRUSS: DOUBLE TOP LATE pE AIL13/S E6 SECTION 1/S-5 AND HEADER BEAM (2)MTS12 GABLE END TRUSS: 2"x4" OUTLOOKER: LOWER ROOF TRUSSES: COMMON ROOF TRUSS: MONO TRUSS: SCISSOR TRUSS: GABLE END TRUSS: 2"x4" OUTLOOKER: GIRDER ROOF TRUSS: GARAGE ROOF FRAMING: COMMON ROOF TRUSS: GABLE END TRUSS: DOUBLE TOP PLATE (2)MTS12 AND (1)MSTA24 @ 48" O.C. SEE SECTION 2/S-6 DOUBLE TOP blLATE (1)H2.5, SEE SECTION 2/S-6 DOUBLE TOP SLATE (l H2.5, SEE DETAIL 1/S-11 (1 A35, SEE DETAIL 2/S-11 PARD TO TR SSES w/ 2 ROWS �R AT EACH INTERSECTION) BEAM (2)MTS12, SEE SECTION 4/S-5 (2)MTS12, SEE SECTION 1/S-4 HEADER BEAM( PORCH HEADER BEAM: (2)MTS12 ST COLUMN '/2 0 THREADED ROD, SEE INTERIOR BEA RING WALL (2)MTS12 DETAILS GIRDER TRUS I WALLS UTILI (1)THA29 HANGER AND (2)A35, DOUBLE TOP PLATE ALL 1/20 THREADED ROD (2 )MTS12 /ALL BELOW HEADER BEAM I FRONT PORCH RAFTER: (2)MTS12 BEAM (1)MTS12 WALL LEDGER WALL LEDGER (1)THA29 HANGER AND (2)A35, DOUBLE TOP PLATE PRODUCT (2)MTS12, SEE SECTION 5/S-4 HEADER BEAM, S (2)HTS24C (2)MTS12 8" CMU STEM DOUBLE TOP ��ILATE I (2)MTS12 AN (1)MSTA24 @ 48" O.C. DOUBLE TOP PLATE DOUBLE TOP PLATE HEADER BEAM DOUBLE TOP PLATE HEADER BEAM DOUBLE TOP LATE TYPICAL CONVENTIONAL ROOF OVERFRAMIING: (1)H2.5, SEE SECTION 2/S-6 (2)MTS12 (2)MTS12 (2)MTS12, SEE SECTION 2/S-6 (2)MTS12 (2)MTS12 AND (1)MSTA24 @ 48" O.C. SEE SECTION 1/S-7 OVERFRAMING RAFTER (NOTE: INSTALL OVERFRAMING #10 x 33/4" DECK SCREW REAR COVERED PORCH FRAMING: LEDGER RIDGE BEAM LEDGER B W/ 1 "� WASH PORCH HEADED (l H2.5, SEE DETAIL 1/S-11 (1 A35, SEE DETAIL 2/S-11 PARD TO TR SSES w/ 2 ROWS �R AT EACH INTERSECTION) BEAM (2)MTS12, SEE SECTION 4/S-5 REAR PORCH RAFTER: (1)MSTA24 EACH SIDE WALL LEDGER 2A35 I ( ) PORCH HEADER BEAM: 10" PERMACA ST COLUMN '/2 0 THREADED ROD, SEE HEADER 6'-0" TO 9'-0" SECTION 4/S-3, DETAIL 5/S-3 DETAILS (3)MSTA24 EACH SIDE AND DETAIL 6/S-3 WALLS UTILI SUPPORT STUDS (2)HTS24C 10 " PERM ACAST COLUMN 8" CMU STEM ALL 1/20 THREADED ROD FRONT COVERED PORCH FRAMING: /ALL BELOW 1/2 ))0 x 10" ANCHOR BOLT w/ 14-1Odx11/2" FRONT PORCH RAFTER: PORCH HEADER BEAM (1)MTS12 2"x2"x'/$" PLATE WASHER, WALL LEDGER (2)A35 PORCH HEADER BEAM: 6"x6" POST (2)HTS24C, SEE DETAIL 3/S-4 PRODUCT APPROVAL AND DETAIL 4/S-4 A35 SUPPORT STU S (2)HTS24C 6 "x6 POST 8" CMU STEM ALL (1)ABU66, SEE DETAIL 7/S-3 FLOOR FRAMING: FLOOR TRUSSES: DOUBLE TOP PLATE (1)H2.5, SEE SECTION 2/S-5 INTERIOR HEA ER BEAM (1)H2.5, SEE SECTION 3/S-5 WINDOW/DOOR HEADERS (INTERIOR AND EXTERIOR IF THREADED R D SYSTEM OT USED) HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE HEADER 3'-0" TO 6'-0" JACK STUDS ARE SIMPSON STONG TIE (2)MSTA24 EACH SIDE HEADER 6'-0" TO 9'-0" JACK STUDS DETAILS (3)MSTA24 EACH SIDE EXTERIOR INTERIOR BEARING WALLS UTILI Ir %G THE THREADED T ROD SYSTEM '/2 0 THREADED ROD @ 48" O.C. DBL TOP PLATE 2"x6" STUDS BOTTOM SILL PLATE 8" CMU STEM /ALL BELOW 1/2 ))0 x 10" ANCHOR BOLT w/ 14-1Odx11/2" II FLORIDA PRODUCT 2"x2"x'/$" PLATE WASHER, #10456.33 H2.5 8-8dx11/2" INTERNAL PRESSURE COEFICIENT COUPLER NUT, AND HEX NUTS PRODUCT APPROVAL #10456.11 A35 48" O.C. AT 1/2 "0 THREADED RODS BOTTOM SILL PLATE 8" CMU STEM ALL BELOW ADD 1/2 "0 x 10" ANCHOR BOLTS SPH6 10-8d FLORIDA @ 24" O.C. w/ 2%2"x'/8" PLATE APPROVAL #10456.47 MSTA24 18-10d WASHER IN-BETWEEN 1/2 "0 THREADED FLORIDA PRODUCT APPROVAL #10852.9 ROD UPLIFT CONNECTION ROD SYSTEM NOTES: DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. WIND 1) CONNECTORS ARE SIMPSON STONG TIE R EQUIVALENT. LIVE LOADS 2) SEE DETAILS THIS SHEET FOR TYPICAL (APPLICATIONS. 40 PSF ROOF 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY MTS12 14-1Odx11/2" II FLORIDA PRODUCT APPROVAL #10456.33 H2.5 8-8dx11/2" INTERNAL PRESSURE COEFICIENT FLORIDA PRODUCT APPROVAL #10456.11 A35 12_8dx1/2 1 FLORIDA PRODUCT APPROVAL #10446.4 SPH6 10-8d FLORIDA PRODUCT APPROVAL #10456.47 MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 HT'',24 20-1Odx11/2" Z FLORIDA PRODUCT APPROVAL #10456.24 CS16 22-10d FLORIDA PRODUCT APPROVAL #10852.1 THA29 16-10d AND 4-10d FLORIDA PRODUCT APPROVAL #10447.19 ABIJ66 5/8 "0 X10" THREADED ROD FLORIDA PRODUCT APPROVAL #10849.6 AND 12-16d (J7 Y z Q� "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 STRUCTURAL NOTES DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. WIND DESIGN PER ASCE 7-16. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED." LIVE LOADS UNIFORM LIVE LOADS FLOOR 40 PSF ROOF 20 PSF BASIC WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY II (RESIDENTIAL) RISK CATEGORY. II EXPOSURE V MEAN ROOF HEIGHT 35.0 FT ROOF PITCH 9/12 (36.87 DEGREES) INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/-0.18 COMPONENT AND CLADDING WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-11 ALLOWABLE UNIT STRESSES CONCRETE: (PER ACI 318) CONCRETE: FOUNDATIONS f'c = 3000 PSI MONOLITHIC FOUNDATIONS f'c = 3000 PSI SLABS ON GRADE f'c = 3000 PSI CMU CONCRETE FILL f'c = 3000 PSI CONCRETE MAXIMUM WATER CEMENT RATIO: FOUNDATIONS AND CONCRETE FILL 0.60 SLAB ON GRADE 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) STRUCTURAL LUMBER SYP No. 2 STRUCTURAL STUDS SPF No. 2 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. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT ARCHITECT AS FOLLOWS: • STRUCTURAL STEEL MOMENT FRAME • PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR COMPLIANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER. REINFORCED CONCRETE: ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: SLABS ON GRADE CENTERED FOUNDATIONS 31) ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. 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. PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS, TO THE STRUCTURAL ENGINEER FOR REVIEW. MASONRY: ALL LOAD BEARING 8" CMU STEMWALLS AND PIERS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. ALL LOAD BEARING 8" CMU STEMWALLS AND PIERS SHALL BE REINFORCED FULL HEIGHT HEIGHT IN CONCRETE GROUT FILLED CELLS. LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE GROUT IN 5-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. PREENGINEERED WOOD ROOF TRUSSES: TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY DIMENSIONS OF ALL TRUSS AND DESIGNS WITH ARCHITECT'S DRAWINGS. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR ZONE PRESSURES. ROOF TRUSS DESIGN CRITERIA LIVELOAD......................................................20.0 PSF MINIMUM TOP CHORD DEAD LOAD -STANDING SEAM METAL ROOF. .... .10.0 PSF WIND UPLIFT ............................................ . PER ASCE 7-16 BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES w/ 2"x4" SYP NO.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2-12d COMMON WIRE NAILS AT EACH TRUSS INTERSECTION FOR WIND UPLIFT. COORDINATE ROOF TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STACKS, PIPES, ETC. SUPPLEMENTARY NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. n CHRISTOPHER C. K.,` -,THE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORI[i 32250 (808) 217-4737 Y -. cckaft@gmail.co ' FL P.E. 0 SIGNATURE IN BLUE INK FLORIDA RAISED SEAL REVISIONS BY BUILDING PERMIT CCS ISSUE 05/11/18 U z(y ..bi w Q Wz o =0 cy I-wz0or, E Q -JW No 0 �Q>zoo r__ 1) ry QU CD d - t r) CUvQW � E D8 zNd ry � U _j w^ WCOcn�Q,o0 =c�0z�03 (J�z Q �O U DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18-017 SHEET SHEET 11 OF 11 W O J Q D U Li ty.U �o � �' Z J Q z D D Q=z w o - z W mQ� QQ,Uw� �mcf: (J7 Y z Q� v JU z� :)OQQ= ry I Q r� U Ln U c J Q W D DESIGN CCK CHECKED CCK DATE 05/11/2018 SCALE 3/4" = 1'-0" JOB NO. E18-017 SHEET SHEET 11 OF 11 CONTRACTOR SEVICE/, STORAGE AREA SHOW HATCHED BRICK VENEER ON CONC/ CMU FOUNDATON - SEE STRUCTURAL _ FILL CAVITY W/ GROUT BRICK WALK SLOPE FROM BLDG -- 20"x10" CONC FOOTING W/ -- 10" EXTENSION TO SUPPORT STEP FORMING 2'-6"x10" FOOTING #5 TOP, CONTINUOUS BRICK FLOOR W/ 4" SAILOR BRICK EDGE ON SLOPED 4" CONC - SEE FOUNDATION PLAN oo — d- d d _ d n. p ee 10" ~ RRTrX 5;TFR SECTION 1/2" = 1'-0" 421lx40" ALUMINUM GATE j f 10.1$' j +9.0' 141-011 10 ! - Ac j Q +8.8 1p 1 - - WEST GARAGE a0 co SLAB ELEV +9.17' -, + O 7-7 t iv 8 ` .67; PORTABLE TpILET LOCATION +8.7' ARROWS INDICATE SURFACE DRAINAGE �► O GOLF \01 �•� COURSE 40" BLACK ALUMINUM ��, �, ' PICKET FENCE �� .� 40 BLACK ALUMINUM `S' -�,PICKET FENCE 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING TRASH/ RECYCLING BINS 28i_8>> L 6'-4" GI$RBA, pECYC "*3 tt■�■ =11 SA E A 0 CO R FRONT PORCH +9.0' +9.09' +9.09' +9.0' ,CO 1 CO I EAST GARAGE SLAB JELEV +9.17' w � w • r =6_R WALKr_f SWALE --------------------- --------------- O 1 ° 3 8' O -- 12 -- 9' 281_1y211 LA 25'-4Y2" LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134, 135, 136, & 137 OF THE CURRENT PUBLIC REORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V,D. (1988). SITE PLAN 1" = 10'-0" MAIN HOUSE SLAB ELEV +11.0' 18'-0" +8.4 81_011 'NO N\ 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING EQUIPMENT +9.0' C +g;Xpl \ \6' PAVE + WALK a PR 361lx40" ALUM GATES -A2E *7 j0 4 O� a c's cr qQ 00 O, -w SCREENED ``� �'' PORCH ` i 41-4y/ Ilse +9.0 CO � U , d' � _5' _SIpE_��ETBACK O I- to U) +8.5' 42"x40" ALU GATE 121_011 25'-5%" Z D 0) z O U 0) Z O NJ w PROJECT INFORMATION FLOOD ZONE: X NO EXISTING TREES REMOVED. APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-9" INDEX OF DRAWINGS Al SITE PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS A5 ELEVATIONS A6 FOUNDATION PLAN A7 ROOF & SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN A9 WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 1ST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN S-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS S-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS & DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS S-10 THREADED ROD- SYSTEM S-11 DETAILS, SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. 0 SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 5Y4" HOUSE 2424 SF SLOPED ROWLOCK CAP TO 107 SCREEN PORCH SHED WATER EAST GARAGES 678 WEST GARAGES 866 WALKS 380 DRIVEWAY #3 CONT EQUIPMENT PADS 59 & WALLS TOTAL IMPERVIOUS 51874 SF DOUBLE WYTHE BRICK W/� 4 VERT @ 24" O.C. (FILL CAVITY W/ COURSE SAND p CONC GROUT) ' d- #4 VERTICAL DOWEL W/ STD 90 BEND INTO FOOTING @ 24" O.C. - LAP 24" MIN 1211x2711 CONC FOOTING W/ 345 CONT & #40-9" - PERPENDICULAR @ 24" O.C. 0:-n-- G SLOPE DRIVEWAY TO---- - SEE STRUCTURAL 6/S-5 MEET EXIST PAVEMENT 1 BRICK SCREEN WALL SECTION ATLANTIC BEACH COURT Al 1/2" = 1'-0" BRICK VENEER ON CONC/ CMU FOUNDATON - SEE STRUCTURAL _ FILL CAVITY W/ GROUT BRICK WALK SLOPE FROM BLDG -- 20"x10" CONC FOOTING W/ -- 10" EXTENSION TO SUPPORT STEP FORMING 2'-6"x10" FOOTING #5 TOP, CONTINUOUS BRICK FLOOR W/ 4" SAILOR BRICK EDGE ON SLOPED 4" CONC - SEE FOUNDATION PLAN oo — d- d d _ d n. p ee 10" ~ RRTrX 5;TFR SECTION 1/2" = 1'-0" 421lx40" ALUMINUM GATE j f 10.1$' j +9.0' 141-011 10 ! - Ac j Q +8.8 1p 1 - - WEST GARAGE a0 co SLAB ELEV +9.17' -, + O 7-7 t iv 8 ` .67; PORTABLE TpILET LOCATION +8.7' ARROWS INDICATE SURFACE DRAINAGE �► O GOLF \01 �•� COURSE 40" BLACK ALUMINUM ��, �, ' PICKET FENCE �� .� 40 BLACK ALUMINUM `S' -�,PICKET FENCE 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING TRASH/ RECYCLING BINS 28i_8>> L 6'-4" GI$RBA, pECYC "*3 tt■�■ =11 SA E A 0 CO R FRONT PORCH +9.0' +9.09' +9.09' +9.0' ,CO 1 CO I EAST GARAGE SLAB JELEV +9.17' w � w • r =6_R WALKr_f SWALE --------------------- --------------- O 1 ° 3 8' O -- 12 -- 9' 281_1y211 LA 25'-4Y2" LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134, 135, 136, & 137 OF THE CURRENT PUBLIC REORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V,D. (1988). SITE PLAN 1" = 10'-0" MAIN HOUSE SLAB ELEV +11.0' 18'-0" +8.4 81_011 'NO N\ 48" BRICK WALL W/ ROWLOCK CAP CON- CEALING EQUIPMENT +9.0' C +g;Xpl \ \6' PAVE + WALK a PR 361lx40" ALUM GATES -A2E *7 j0 4 O� a c's cr qQ 00 O, -w SCREENED ``� �'' PORCH ` i 41-4y/ Ilse +9.0 CO � U , d' � _5' _SIpE_��ETBACK O I- to U) +8.5' 42"x40" ALU GATE 121_011 25'-5%" Z D 0) z O U 0) Z O NJ w PROJECT INFORMATION FLOOD ZONE: X NO EXISTING TREES REMOVED. APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-9" INDEX OF DRAWINGS Al SITE PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS A5 ELEVATIONS A6 FOUNDATION PLAN A7 ROOF & SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN A9 WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 1ST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN S-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS S-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS & DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS S-10 THREADED ROD- SYSTEM S-11 DETAILS, SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. 0 SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 12,880 SF HOUSE 2424 SF FRONT PORCH 107 SCREEN PORCH 640 EAST GARAGES 678 WEST GARAGES 866 WALKS 380 DRIVEWAY 720 EQUIPMENT PADS 59 & WALLS TOTAL IMPERVIOUS 51874 SF 45.6% 40" BLACK ALUMINUM PICKET FENCE ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 904-247-1800 AA C000138 comm 1710 drwn JBS chkd JWTS I date 5/9/18 1 of 13 ah. SITE FLAN A I r m co m 6151 28'8" 6052 6A O O O O O O O LU O O O O O 6 O O O O LL LL LL LL LL LL LL LL u - 18'6" 18. 8-4 LLLL LL LL LL LL LL LL LL LL LL LL LL LL NEW FLOOR TRUSSES STUBBED 11 11 */3076 16, T BACK 112" FOR SHEATHING r✓✓J✓,/ 00---- - �- V V V V V N � W V V V V V V `C V V V _ - N c7 H N i N ti✓ 0 1 o Reviewed o Rejected 9 Approved as Noted o Revise and Resubmit o Submit Specific Item This review is for general compliance with the design concept given in the Contract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and satisfactory manner. Date: 10/09/2018 By: Christopher Kathe CHRISTOPHER C. KATHE, INC 1. SEE STRUCTURAL ISH§ UPLIFT CONNECT RS I S-11 FOR REQUIRED 1-1 �#4 3076 MING LEGEND 6 -8 5/8" 81-1 118" 6052 co W LL 7l`j a"'' .41 0 '-6 5/8" } z m UJ 1Q-1 ' =O �g w¢ O� WJ W ATC O El FO 10'- 1.W T 6'- ' HE 2XIBC J1 ✓T23 7147 AM NOMINEE ..Ar-EN!mom- ti L BUILDER-,,,/ CLADDAGH CONST SUBDIVISION. N/A LOT NUMBER: N/A MODEL: ROICK RES. ✓ DESIGNED/CHECKED: AMM N- TH TruesHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1- 2014 Chapter 2- �� FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 7-19-1 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APII'lEX TECHNOLOGY INC., A D ✓ 7975 1 1,4„ FG02 0 LLJ FCD ✓ c✓ CONVEN ZONAL U)) = c� ✓ � LL 1.4.. „ 1'4 2,/ o FG02 ✓ LL m FG02 ✓ FRAMING BY BLDR. FG02 ✓ m ✓ 6522 1 4 141 FG02 FG02 F 2J = 1'2"5 FGD3 FG04 ✓ Fco F 06 ✓ FGO6 FG06 ✓ FG06✓ FG05✓ FG04 FG04 FG07//j FG074*/ FG07J FG08✓ FG09✓ FG04 ✓ FG 09 ✓ FG09 ✓ FG09 ✓ FG10✓ FG10J FG11 ✓ 1 0 10 N 1.4.. F 1'4" p _ 1'4" 1.41. p 1'4" z z 1'4" ff U LL 1'4" _ ~ U > 1'4" 4003 1'4"15 U 1'3"2 1'4° 1'4"FG09 J 9 1'4" N O 14 AII z 4618 114" HT U LL 1'3"2 FG12 ✓ T T16 T1 T16✓ T16 J 0 GE04✓ Q T22 J L F �✓ LU m ¢> m HTU26- 1'3" 1'4" HTU26 Hruzs 0 P801 ZD1'4" HTU2--r7.) PRM4PB01 1 4 10"8 Hrlog 77V77- 1 '5„6 HTU26 2' T2 HTuzs T21 c i 2 NOMINEE ..Ar-EN!mom- ti L BUILDER-,,,/ CLADDAGH CONST SUBDIVISION. N/A LOT NUMBER: N/A MODEL: ROICK RES. ✓ DESIGNED/CHECKED: AMM N- TH TruesHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1- 2014 Chapter 2- �� FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 7-19-1 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APII'lEX TECHNOLOGY INC., A F-5'6" 17'8" 5'6"1 13,9„ �3,` 169" 58"--] J1 isu�w 1 RAFTER FRAMED RAFTER I T30J BY BLDR FRAMED BY BLDR. I T314 816T32J f 334T34 111 4 EXTEND GUEST SUITE BLDR. MUST WALL 1-1 1/8" FOR TRUSS GIRDER 1'11°4 3 (�35) TO BEAR ON. JI T31 o RAFTER T304 RAFTER FRAMED I FRAMED BY BLDR T30 BY BLDR. o Reviewed o Rejected • Approved as Noted o Revise and Resubmit o Submit Specific Item BEARING LEGEND 16-2 1/8" This review is for general compliance with the design concept given in the Contract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and satisfactory manner. Date: 10/09/2018 By: Christopher Kathe CHRISTOPHER C. KATHE, INC 1. SEE STRUCTURAL SHd UPLIFT CONNECTORS S-11 FOR REQUIRED JN 0 W 0 —13'9" —3 16'91, 10" JFFI(;E GI-.. A r3CV-rr:r%unlni nry Pc A Plr.TITint IS NAME OWNED BY JAX APEX TEC IHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 bUILULK: CLADDAGH CONS SUBDIVISION: N/A LOT NUMBER: N/A MODEL: ROICK RES. DESIGNED/CHECKED: AMM (N - HI) TH TrueHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI-B1 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1- 2014 Chapter 2 7-19-18 ® y►,cC �a(rv� 3g rAty�r/ 4" Cal. Nutta Oak (1) 3g Muhly Grass (10) t Celebration Sod `•� " -.�tcr. • - 2,351 s:£ - - 3g Podocarpus (26)— I 26) 1 g African Iris (13) 39 Pineapple_ Guava (10) Yp Ig Lantana (35) ` 16' C.T. Sabal Palm (1), 16 C.T. Sabal Palm Ig Agapanthus (13) 6' C.T. Sabal Palm (1) I g African Iris (25) Iter Viburnum (10)-1 �i 1gLan na(1� SabalfPalm (l. �. , Airicanlrrs;{20)1 , 41; Y3g Muhl Grass I/ t 4-(I) Cal, Nuttall t "(1): ' 30g Cra' e Myrtl6 (l) Sabal Pal (1) {-- i g Agapanthus (16) v^-- 3g Coontie Palm (8) i 4 �— = ti X38 TU�., Annual Bed (89) I Asiatic Jasmine (46) \ Annual Bed (72) ! x--3gPodoca us(i5) O as lg ara 'c Jasmine{6)-- — i, �r 30 Cra Myrtle(1) s Ig"Ar Ins(l2)— ' LANDSCAPE CALCULATIONS'- 1. ALCULATIONS: 1g Bulbinc (3) 1 1 g Foxtail Fern (17) 1 g Foxtail 15) ;1 g Bulbine� 9, en Emma Lily (3) Ig Bulb' (3) i 1gFoxtail em (13) c C-.16raticn Sod 599 S,.f --lg Afric Iris (16) t' Ig Agapan us (46) i`i 1gL tan 8) 1g emary r • Celebiation Sod Lei Q Palm 5) tL 514 s.f, w 4 rff Y a r r� 1 P 3g Mubly Grass 1)'> .Sabal Palm (1 i3 <. bon 1l • _ 3 pineapple Guava 16 1 g African Iris (6) -� 3 Coontie Palm (11) 4 Cal. ak (1) f g pp ( ) � l g African Iris (6 g 1g Agapanthus (6) 18' C.T. Sabal Palm (1) 16 C.T. Sabal Palm (1) L 1 g Agapanthus (6) 0 i Earth Works, Inc 12501 Beach Blvd Jacksonville, FL 32246 =Beach, h Ct. 322338 Date: September 7, 2018 Drawing Scale: 1" = 20' ) Designed By: Earthworks, Inc _ Revisions: SHEET TITLE Planting Plan L-1 42,089 SF .18 AC 1. TOTAL SITE AREA 2. FRONT YARD REQUIREMENTS; YARD AREA: 1,270 SF LANDSCAPE REQUIRED (4o% OF YARD AREA) 508 SF LANDSCAPE PROVIDED 541 SF TREES REQUIRED (1 PER 750 S.F.) (so% HARDWOOD) 2 TREES PROVIDED 3 TREES 3. SIDE YARD REQUIREMENTS. YARD AREA., 1,593 SF LANDSCAPE REQUIRED (3096 OF YARD AREA) 479 SF Myrtle (1) LANDSCAPE PROVIDED 1,283 SF c Jasmine (22) 4. CITY TREE REQUIREMENTS: SF I TREE PER 2,'500 S.F. T,881 anthus (12)4 TREES REQUIRED: TREES TREES TREES PROVIDED g 1 . NOTES: 3gM Y Grass (13) 1. MULCH MUST BE PINE STRAW 2. BUBBLERS AT ALL TREES h PALMS 3. ALL SABAL PALMS MIN. 14' C.T. 1g Bulbinc (3) 1 1 g Foxtail Fern (17) 1 g Foxtail 15) ;1 g Bulbine� 9, en Emma Lily (3) Ig Bulb' (3) i 1gFoxtail em (13) c C-.16raticn Sod 599 S,.f --lg Afric Iris (16) t' Ig Agapan us (46) i`i 1gL tan 8) 1g emary r • Celebiation Sod Lei Q Palm 5) tL 514 s.f, w 4 rff Y a r r� 1 P 3g Mubly Grass 1)'> .Sabal Palm (1 i3 <. bon 1l • _ 3 pineapple Guava 16 1 g African Iris (6) -� 3 Coontie Palm (11) 4 Cal. ak (1) f g pp ( ) � l g African Iris (6 g 1g Agapanthus (6) 18' C.T. Sabal Palm (1) 16 C.T. Sabal Palm (1) L 1 g Agapanthus (6) 0 i Earth Works, Inc 12501 Beach Blvd Jacksonville, FL 32246 =Beach, h Ct. 322338 Date: September 7, 2018 Drawing Scale: 1" = 20' ) Designed By: Earthworks, Inc _ Revisions: SHEET TITLE Planting Plan L-1 MAP SHOWING SURVEY OF LOT 25, ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 051 c- oc 1 'f �J' 8.5 x FOUND 1/2 P ���1 •®I g� ` IRON PIPE, -�\O r cPR( i ��� PRc NO CAP F c'�G / �X65 00 \ x 8.400 �5 lk N I blo tk 00 002 0 d, O 00 of O x 8.7 Op 00 FOUND 61 RON PIPE, i Op 7.5 x ' CAP "MILLER" 0 40 �WATERJ 1O 2 ,� , �'S� METERS BENCH MARK: SET MAGNAIL SCALE: 1 " = 20' "� , J G ���p & PENNY IN EDGE OF 0,,PAVEMENT. ELEVATION = •� Q` Qj 7.14 N.A.V.D. 1988 1 G.►� � t NOTES 1. THIS II IS A BOUNDARY SURVEY. 2. BEAF2INGS ARE BASED ON THE EASTERLY LINE OF LOT 25 BEING SOUTH 101'38'09" WEST, AS PER PLAT. 3. NO �UILDING RESTRICTION LINES PER PLJAT. 4. SPOIL' ELEVATIONS SHOWN IN N.A.V.D� 1988 DATUM. , c,�0 �o�o ,y5o THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONES 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), FLOOD ZONE 'Y' (SHADED), And FLOOD ZONE "AE" (EL 6) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0406H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VAL D WITHOUT THE SIGNATURE AND THE ORI INAL RAISED SEAL OF A FLORIDA LICENSE , SURVEYOR AND MAPPER." rr�(jX 7.8 V `` &o0Q�,��� \�P GPQ �0 Q O \G� �O 8 DONN . TfNRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY:Q DATE: DRAWN BYswc L.�® T I LAND SURVEYORS9 FEBRUARY 28, 2018 FILE: 2 :018-0356 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241®8550 SHEET 1 OF 1