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1651 Maritime Oak Dr - Permit RES18-0060N �4 g-0 MECHANICAL EQUIPMENT NOTES: 4 ° 1`5C-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. m FBC-R, M1305.0: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, M1UPIN'G DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR A[R HANDLER GROUND -MOUNTED MECHANICAL'UNITS SHALL BE B ANCHORED IN ACCORDANCE WITH FBG -R, SECTION M1307.2. SQ. FTG. CALCULATIONS 15T FLOOR LIVING 1560 2ND FLOOR LIVING 1081 TOTAL LIVING — 2641 Duct Sized per ASHR E Standards yrOrw 496 PORCH 337 BALCONY. 337 TOTAL COVERED _ VOLUME OF CONDITIONED SPACE 26,812 Friction Loss = !I Static= , Z lbSd DESIGN BY: TotalCFMs= MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 Duct Sizes shown in Area X Length 1 y0« ST. AUGUSTINE BEACH, FL 32080 'TEL= 26S DRAFTING BY: _ •C=CFM on Drawing –'Zn-- --.. ED #4 -0•xW.n aa;m U,%ti 904.260.3319 T-kY 4•�• 4'q 9 GLG ev 11u' 3 �n CULU z AH 12Fto NEN ;A X2_ c ''mac LL Wig 0DSS ROD :SH O MRLE r a WD BAST G#2 WIG v roDasH no 95 y WIG WIG LL qt ��a Gulp 010� § BID #2 F.Z 9CLG. W/`IL ' 9�0' CLa L_J nn Il - , M 1 RISERS 'ne RISE RUN Iz_ � r- . US - w IYOtFr � �o o� DESK OPENTO _ BELOW IE'R a'xv-o^ 6"K1-9'(:Ll. y.y'R— 9CLG 2-2-,P AH SILL 0-0'AtF 2-2 :FSH $� FR. SILL 0 2-0" Aff H 8. 1 1 I W.7 4 >F � I r I I I BALCONY i I 2errxlz'-o• I i s -I ver ft. Hr. 1I I I Pftr. I I ---------- _____________— ____ - — — — — ____9—____ "APP toxon ro i F. i 94 e•"P zr-,r 2nd FLOOR FLAN N �4 g-0 MECHANICAL EQUIPMENT NOTES: 4 ° 1`5C-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. m FBC-R, M1305.0: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, M1UPIN'G DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR A[R HANDLER GROUND -MOUNTED MECHANICAL'UNITS SHALL BE B ANCHORED IN ACCORDANCE WITH FBG -R, SECTION M1307.2. SQ. FTG. CALCULATIONS 15T FLOOR LIVING 1560 2ND FLOOR LIVING 1081 TOTAL LIVING — 2641 GARAGE 496 PORCH 337 BALCONY. 337 TOTAL COVERED 3811 VOLUME OF CONDITIONED SPACE 26,812 15t FLOOR PLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2" FROM EDGE OF FOUNDATION NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET 05B FLUSH TO FOUNDATION 3. TANKLE55 GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD BENCH W/ CUBBIES ABOVE 6. FREE STANDING TUB IN OWNERS BA1H 7. PREPLUMB LNDRY SINK 8. PKT. DOOR AT OWNERS BATH 9, REMOVE KITCHEN WINDOW, ADD CABS. 10. PAVER GRILL PATIO 11. PREPLUMB 51NK AT WET BAR 12. ISOKERN VENTLESS GAS FIREPLACE 13. GARAGE SVC. DOOR 14.OUTDO OR SHOWER W/ LOUVEREDCEDAR ENCLOSURE 15. W15 LOOP 'C. APPrL WINDOW IN OWNERS SUITE 17, ADD H,B. AT BALCONY RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myriversidehome. com Lot 141 Atlantic Beach Country Club Reece Residence Floor Plans 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR3 Date 11.09.2017 Sheet COPY, Scale -D Of 7 P WY'stl Written dirnefsions sha"y= l have precederce arere le dinerelm=_. Cmtrat = shall vri'y =be resporeible for dimensions end cgtd.t & the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 aa;m U,%ti 904.260.3319 c � � r 1 � v O ,✓CC)0) L0�_ N ' DOUBLE PLATE (TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED) MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION HEADER (AS NOTED) HEADER (16) 0.131 "x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) � � (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED PLATES WITH 0.131"x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED JOINT IN LOWER PLATE JOINT IN UPPER PLATE (3) 0.131"x 3Y" TOENAILS AT EACH 0.131"x 3" NAILS @ 6"O. C. STAGGERED TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD CONNECTION I NAIL EACH SILL PLY TO KING STUD KING STUDS JACK STUD AND KING ( STUD REQUIREMENTS (SEE DETAIL "G" ON SD -2) WITH (3) 0.131N 3 Ya" NAILS - TOENAIL ' � � (SEE WALL LAYOUT) , I OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR NOTE: SPH4 / 6 INSTALLED HORIZONTALLY NAILS MAY BE TOENAILED OR BACK / I I Tn "MN Y" NAIL PE EMBER ION NAILED THROUGH KING STUD HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 4" or 9 2" LVL (5) NAILS PER PLY 114"or11 LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY W �" N a' m E n J O LL U Ll_I Q1 E \v/ o z � O Lu Y 2) E N = � W o N 3 Lu co � C � � N w o z M o � ! I 2x4 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 (3) 2x6 (3) (4) BUILTUPCORNERPOST NAILING AT STUD V.11 I (5) RATED OR 15/ 32 RATED SHEATHING MAY BE (5) (6) BUILT-UP HEADER NAILS @ 12"O. C. WITH 0.131"x TOP AND BOTTOM 3/a" i 11 ( 2x_ SPF #2 STUDS @ 16 O.C. (U.O.N.) INTO MAI FRAMING M S. (TYPICAL) � o �T� ¢ o � � NAILING AT - ;9 w w NAILING TO AT STUD DOUBLE PLATE Iin u u ❑ n n u u n u u II II It II 4" MIN.; II II II II II II II V u u u u U ' u u u u 12" MAX. 12" MAX. u II u 2x_ TREATED SYP #2 SILL PLATE STUD F (U.O.N.) UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2 NAIL EACH PLY WITH 0.131"x 34CONNECTION ( (2) 2x_ SILL ALL NAILS NOTED ARE 0.131N 34" NAILS �.L.+ <0 00 NAILING AT STUD METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR ----,NOT REQUIRED TO SILL PLATE NAIL EACH PLATE TO JACK STUD I SHEATHING MAY CANTILEVER UP TO 3 co WITH (3) 0.131"x 3'/" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL 0 0 OR ENDNAIL (TYPICAL) I WINDOW ATTACHMENTS MUST BE Q __j6' ANCHORED INTO 2x_ MEMBERS. 0 w D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION o SD -2 � SD -2 c DOUBLE SILL REQUIRED WHERE OPENING ( U) WIDTH EXCEEDS 61" (U.O.N.) I cu a) APPLY SHEATHING HORIZONTALLY FOR STUCCO s FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE Iif ! I 2x4 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 (3) 2x6 (3) (4) BUILTUPCORNERPOST NAILING AT STUD V.11 I (5) RATED OR 15/ 32 RATED SHEATHING MAY BE (5) (6) TO SILL PLAT t i 11 INSTALLED VERTICALLY. NAILING AT - ;9 w w PLAT Iin u u ❑ n n u u n u u II II It II 4" MIN.; II II II II II II II V u u u u U ' u u u u 12" MAX. 12" MAX. u II u 2x_ TREATED SYP #2 SILL PLATE STUD F ANCHOR BOLT (AS NOTED) BUILT UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2 NAIL EACH PLY WITH 0.131"x 34CONNECTION ALL NAILS NOTED ARE 0.131N 34" NAILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) NAILING AT STUD METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR ----,NOT REQUIRED TO SILL PLATE STUD TO PLATE NAILING STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 200 (5) (6) pdpu�tungyy o ©;• •EM�S�c••:s0 L ` \ • O N 791 O ! ! * c U) A ! ! cu' E0F/'i° 0 ��fl N• 'P1�- M� `N atliplili�lia c cu 02-01-18 _ * ALL NAILS NOTED ARE 0.131IN 34° E a FLOYD S. SIMPSON, PE C DETAIL - TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE DETAIL - TYPICAL WALL STUD CONNECTION cu FL PE No. 50791 G OMMENTS: SD 22x SPF #2 STUDS @ 16"O.C. SD -2 a 2x SPF #2 STUDS @ 16"O.C. o, THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL r QUICK -TIE AT NOTED SPACING @ 24"O.C. OR 4"x 34" TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3/4" ENDNAILS AT TRUSS o SILL PLATE (BELOW) SCREW @ 32"O.C. 2x_ CORNER FRAMING FULL ROOF COVERING (BY OTHERS) HEIGHT STUDS (TYPICAL) 2x TREATED SYP #2 2x TREATED SYP #2 ROOF TRUSSES o ILL PLATE ILL PLATE _ CORNICE DETAIL (2) ROWS OF 0.131"x 3Y" \ {BY OTHERS) NOTE: o H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C' UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR TRUSS TO WALL CONNECTION o STAGGERED (TYPICAL) EASED HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS 48"O.C. FOR _ I ai @ 2x4 LOOKOUTS @ 48"O.C. OVERHANG FOR OVERHANG O H EXTERIOR SI THE c� ROOF SHEATHING (AS NOTED) ROOF SHEATHING — METAL CONNECTOR / WALL a, j METAL CONNECTOR OR AS NOTED) 3 2x4 SYP BLOCKING BETWEEN (AS NOTED) ( 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED C° © LOOKOUTS / 2x4 SYP BLOCKING AS NOTED SIMPSON SDWC 15600 SCREW %6" OR'32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF SILL PLATE (BELOW) ( ) 19 BETWEEN LOOKOUTS L� @ 32"O.C. - U.O.N. /2" RATED SHEATHING, EXPOSURE I -TILE ROOF cu 2x4 CORNER FRAMING FULL _ / FASTEN WITH 0.113"x 2Y8" RING SHANK BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. ® BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) a) DOUBLE PLATE MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD _0 SINGLE PLATE NAIL TO TRUSS NAILED WITH (4) 0.131"x 3Ya" NAILS TO SHEATHING (AS NOTED) CONNECTOR AT EACH TRUSS INTERIOR VAULT SIMPSON SDWC 15450 SCREW � EACH ADJACENT STUD 2x SPF #2 STUDS 16"O.C. (SEE TRUSS CONNECTION SCHEDULE) o BOTTOM CHORD WITH 0.131" x 3Ya" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ @ 32"O.C. U.O.N. NAILS @ 6"O.C. SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE --2x4 CORNER FRAMING FULL �Z:2x TREATED SYP #2 " ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP c6 NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. HEIGHT STUD ILL PLATE — — — — — 0 6"O.C. WITH 0.131"x MY PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE 55 n7 WITH 0.131'x 2%z" NAILS. �� ., _ AILS _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT) __' �(2) ROWS OF 0.131"x 3Ya"..� �� 55 (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) (U.O.N. ON WALL LAYOUT) 2X4 FRAMED WALL NAILS @ 12"O.C. ' '`' GYPSUM BOARD SHEARWALL UPLIFT (ROOF) -SCREWS 32" FULL LENGTH RATED SHEATHING, EXPOSURE I. DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT DETAIL - BALLOON FRAMED GABLE END SIGH CEILING VAULT SECTION - TYPICAL FRAMING AT 90° CORNERS SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FASTEN WITH D COM OR INTERME IATESUPP RTS.CD H J K L ON EDGES AND 12'O.C. ON INTERMEDIATE S sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD_2 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH sD 2 sD 2 (U.O.N.) SEE "F" ON SD -2 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM L7 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS m BOARD @ 6"O.C. WITH 0.131N 3X' o ROOF COVERING (BY OTHERS) NAILS NOTE: ROOF TRUSSES 232" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TO BLOCKING WITH 5 0.131N 3Ya" " CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING t • NAILS () (3) 0.131"x 3Y TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE �' U 2x6 BLOCKING BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED FIELD. (3) 0.131"x 3%" AILS EACH END o () 2x4 BLOCKING REQUIRED BETWEEN / ON THE EXTERIOR SIDE OF THE U WALL FLOOR JOIST (I -JOIST SHOWN, SAWN _ f—ROOF SHEATH NG (AS NOTED] LOOKOUTS I JOIST SIMILAR - SEE SECTION "Z" ONo U 2x_ BARGE RAFTER / I SD -3 FOR OPEN WEB TRUSS) o Q � � m FASCIA (BY OTHERS) ` 16" OR Y32" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF Y"CLEARANCE BETWEEN PANELS BETWEEN FLOORS c-, V / 132" RATED PLYWOOD SHEATHING, EXPOSURE I -TILE ROOF GYPSUM BOARD n 2x4 LOOKOUTS @ 48"O.C. l32" RATED SHEATHING, EXPOSURE I - METAL ROOF RIM BOARD (LSL OR LVL) o Z FASTEN WITH 0.113" x 2 %" RING SHANK 3 H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2)0.131' LOOKOUT dJ O E Q GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E I I I I GABLE END TRUSS DROP GABLE CONNECTOR AT EACH TRUSS (U.O.N.) � _ m II II I { ) - (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR co W H 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECT 'REVISION W OTHERWISE NOTED ON ROOF LAYOUT. REV•! pS, ION a W �j,� W WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO L , S/0 ��6� U ADD 2x4 T BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP IAA E f �3 f 2oj W W 0.131IN 3Ya" NAILS @ 8"0. ,� I 0.131"x 2Y" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE SIGNED W U W Y EXCEEDS Y -O". STAGGERED ACROSS BOTH PLATES) � Lu GYPSUM BOARD GYPSUM BOARD w p 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) c U d FULL LENGTH RATED SHEATHING, EXPOSURE I. '32" FULL LENGTH RATED SHEATHING, EXPOSURE I. a' �oeNUMBER.17-2044 couurY:DUVAL FASTEN WITH 8d COM OR 0.131IN 2Y" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS @ 6"O.C. m ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 45 y" = 1'-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 Do NOT SCALE THIS DRAWING ININSET WALLY" FOR STUCCO APPLICATIONS INSET WALLY" FOR STUCCO APPLICATIONS _r ELEASE DATE: 01-25-18 �- WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE EVISIONS 8 GBC CLIP- (2) REQ IRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. / TOENAIL BOTTOM CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH DRAWN BY: LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH a a) DJM DOUBLE PLATE WITH 0.131"x 3Ya" NAILS s SIMPSON X8 -'x 6' TITEN HD (OR TITEN HD ROD COUPLER) c 1 @ 8"O.C. SIMPSON X8"x 6" TITEN HD (OR TITEN HD ROD COUPLER) _ WITH 3"x 3"xYa" WASHER @ 24"O.C. m CHECKED BY: FSS WITH 3"x 3"x Y" WASHER @ 24"O.C. II • a- w TITLE: 2x4 DRYWALL BA KING INSTALLED GYPSUM BOARD Cl ILING w - SECTIONS AND DETAILS (1 of 2) — CONTINUOUSLY B _TWEEN BRACES M N SECTION - GABLE END WALL DIAGONAL RACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL e SECTION -TYPICAL EXTERIOR TWO STORY WALL SHEET: SD 2 SD 2 SD -2 SD -2 oN m FULL HEIGHT DETAILS @ SD�2 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 1 100" TO 158" 1 146" TO 232" 1 127" TO 201" U C � 00 a) DOUBLE PLATE NAILING w NOTE:co ~ BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD X U) (NOTCHED BEAM) @ 12"O.C. MINIMUM. a) - o FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK � �� N VENEER, ETC. c RATED ROOF SHEATHING ca z a U 2x_ L BRACE NAILED TO -_ o _ �r--- EDGE NAILING PER SHEARWALL U) L:L VERTICAL WEB — CD a REQUIREMENTS. NAILS MAYBE [� WITH 0.131 "x 3" NAILS @ 6"O.C. STAGGERED ACROSS TWO JACK o ^ Q `V H ---- C/) j / co STUDS. �!i ~ w VERTICAL WEB IN GABLE END Lu TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH / c p rn _ (2) ROWS OF 0.131N 2Y" NAILS @ 6"O.C. EDGE OF PANEL (TYPICAL) a O 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF i / co v HEADER @ 3"O.C. Lu INSTALL DSP CLIPS @ 24" O.C. OR o > 1 "OR 24' SPH_ @ 32"O.C. SPACING (SEE TA I ;; �I I;- i_ ANCHOR BOLT REQUIRED WITHIN 6" � I �I .I c ui EXTERIOR BEAM (AS NOTED) OF KING /JACK UNIT MAYBE DOUBLE PLATE LOCATED ON EITHER SIDE. a .n BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED o FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2)2x_JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION r (TYPICAL - U.O.N.)cu ridlhim► .illjp CONDITION: 2 °� -4"...... ° •GENg� •.' O (DROPPED BEAM) :�``�v • ' y DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL -EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL OR PSL HEADER � No. 50791 '+ SD 3 SD 3 SD-3SD-3 % STVE OF L NAIL SCAB TO TOP CHORD WITH ••�•""""°� ALTERNATE ANCHOR: () 4 0.131 'x 3Ya" NAILS FLOYD S. SIMPSON PE Y" x 6" TITEN HD f NAIL EACH END OF BLOCKING TO (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH BOTTOM CHORDS WITH (3) 0.131N 3 EXTERIOR BEAM TRUSS IF NO WEB IS PRESENT /„ FL PE No. 50791 -ROOF SHEATHING (AS NOTED) WITH 2" xYs" WASHER c_ OMMENTS. j (3) 0.131"x 3Y" NAILS TYPICAI AT—INSTALL 2x4 BLOCKING BETWEEN H6 CLIP FROM EACH TRUSS MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C. -ROOF TRUSS (BY OTHERS) WITH POST TO BEAMco 2x4 X -BRACE ACROSS LENGTI I OF EXTERIOR BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL B BOTTOM CHORD OF TRUSS U NAIL AS SHOWN - (5) I /a x 6' TITEN HD SCREW ANCHORo Ya „ —NAIL EACH BLOCK TO DOUBLE PLATE -0 i I -TO REPLACE (1) ROW OF LATERAL 0.131"x 3Ya" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or x 6 SCREW ANCHOR BY a> HURRI-BOLT, INC. WITH (3) 0.131"x 3Ya" NAILS CL BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) o i PT POST (AS NOTED) 0.131"x 3Ya" TOENAILS or a" THREADED ROD SET 4Yz" INTO C i i NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE DOUBLE PLATE o I (AS NOTED) TOENAILED TO DOUBLE PLATE WITH ( o TO REPLACE 2) ROWS OF LATERAL TO BEAM STEMWALL FOUNDATION -EXTERIOR MINIMUM Vis" RATED SHEATHING, c j BRACING INSTALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM '/8" THREADED ROD 0.131"x 3Ya" NAILS @ 4"O.C. EXPOSURE I FASTEN AS NOTED NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) p • I WITH NUT SET IN Y" THREADED ROD SET 7" INTO cu -------- y --------- --- WITH 0.131" x 3" NAILS @ 6"O.C. I p ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL U) PLAN VIEW AT TOP OF POST (7' EMBEDMENT) EDGES) ---,------ �,--------------- DOUBLE PLATE INTERIOR APPLICATIONS - 7 47 EDGE DISTANCE EXCEEDS 5" I 1 loel d, a, a / MINIMUM Vis" RATED SHEATHING, USE MONOLITHIC CONDITION a ° a / EXPOSURE I FASTEN AS NOTED C° NOTE: ° o Q a / ON WALL LAYOUT (BLOCK ALL EDGES) co T -BRACING TO BE USED WHEN I I CONTINUOUS LATERAL BRACING IS — — — — IMPRACTICAL. SIDE VIEW AT BASE OF POSTcu T SECTION - TYPICAL T -BRACE u DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS 0 SD 3 SD -3 SD 3 (USP DTB-TZ SIMILAR) SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED C W � 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x 3Y" cu SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED C LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. cu a� NAIL DIAGONAL BRACE TO BLOCKING v� WITH (3) NAILS c� 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING Lu o TRUSS (AS NOTED) MONOLITHIC FOUNDATION - 0) w MANUFACTURER (3) NAILS 2x4 SPF NAILER- NAIL TO TOP PLATE WITH EXTERIOR 12"TI EN HD SCREW ANCHOR B CLEARANCE BETWEEN PANELS c /a" THREADED ROD SET 7" INTO BETWEEN FLOORS 0.131"x 34" NAILS @ 6"O. C. orY8" NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE m U I WEBS WITH (2) NAILS o V STEMWALL FOUNDATION -EXTERIOR I2x4 SPF No.2 DIAGONAL BRACE z 32" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO _ (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x MY NAIL PORCH SHEATHING AS NOTED ADHESIVE o a CONTINUOUS LATERAL BRACING) NAILS. W EXTERIOR FRAMED WALL REVISION I INTERIOR APPLICATIONS ; NAIL DIAGONAL BRACE TO TRUSS ' WEB WITH (3) NAILS TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5"USE 'J i I (2) 0.131"x 3)/4"NAILS 3" x 12" TITEN HD SCREW ANCHOR BP# >1 V IES/$ -Do6a or %" x 8" TITEN HD SCREW ANCHOR DATE - DOUBLE ~ DOUBLE PLATE (U.O.N.) ora"THREADED ROD SET 6" INTO SIGNED N Q ° ° ADHESIVE o W C Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS a o o a SD 3 SD 3 a" THREADED ED ROD SET IN ADD ESIVEOFFIC CO OR U �•.- �11CONTINUOUS LATERAL BRACE (QUANTITY W qe ANDWING.) ON DEFINED BY TRUSS SHOP WITH MINIMUM 4" EMBEDMENT D DR(n ' DR WITH 1" WASHER °�,' W I �11NAIL CONTINUOUS LATERAL BRACE TO IIIIJ BB DETAIL - TYPICAL HTT5 INSTALLATION °C EACH TRUSS WEB WITH (2) NAILS SHEATHING Jj W ' FIELD NAILING a`) > W ROOF TRUSSES (BY OTHERS) SD -3 (USP PHDS SIMILAR) DETAIL - ANCHOR BOLT W W UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO zLu 2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" J Of MONOLITHIC FOUNDATION - TO ALLOW FOR NAILING EXTERIOR 3 TRUSSES MINIMUM 0.131"x 33" NAILS AT EACH END %" THREADED ROD SET 15" INTO FOR CONTINUOUS LATERAL BRACE (END NAIL OR TOENAIL) EDGE NAILING JO NUMBER COUNTY: Imp I AT SOLE PLATE 17-2044 DUVAL ADHESIVE DOUBLE PLATE o, RIM BOARD STEMWALL FOUNDATION EXTERIOR NUT WITH 2"x 2"x 16" WASHER Ya" = 1' 0" (U.O.N.) NOTES: (2) ROWS 0.131"x MY NAILS %" THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS% SLOTTED = DO NOT SCALE THIS DRAWING TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. ELEASEDATE 01-25-18 C3 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING " 0 THREADED ROD 02-o�-�a NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS a MIN. SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE >�' Ys" 2) ALL NAILS SHOWN SHALL BE 0.131IN 3" NAILS (U.O.N.)„ DRAWN BY: EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE /s THREADED ROD SET 8” INTOSIMPSON Y" O x 6 Y" TITEN HD ROD COUPLER DJM DOUBLE PLATE MINIMUM 6" ADHESIVE TO ALLOW FOR NAILING 4 °. ° a OR WITH 1"CUT WASHER W CHECKED BY:FSS s THREADED ROD SET IN ADHESIVE WITH TITLE: EDGE NAILING AT DOUBLE PLATE I MINIMUM 4" EMBEDMENT WITH V CUT WASHER SECTIONS AND DETAILS ' (2 of 2) S2 c = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION GG DETAIL -THREADED ROD ASSEMBLY 0 SD 3 SD -3 SD 3 SD 3 (USP PHD6 SIMILAR) SD 3 ® FULL HEIGHT DETAILS SD�3 C) 0) N roll 12'-4" 2nd FLOOR PLAN 12'-72" bN N MECHANICAL EQUIP MENT NOTES: FBGR502.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AR UNP ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" W DER THAN THE FURNACE OK AIR HANDLER GROIUND-MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH FBC-R, SECTION M1307.2. K LOUVERED CED, ENCLOSUKF c OUTDOOR SHOWER 04' CD STOOP all 13' Oz" 9' 4" 12' 3" A/C UTILITY COMP. YARD 7-9" 2-6" 2'-0" 2'-6' 10-2 2-72' TANKLE55 GAS 2°2° FIXED 2°2° FIXED 3°56 SH 3°56 SH GAS WH STUB H•B SILL @ 6'-0" AFF SILL A 6-0" AFF SILL @ 2-6" AFF SILL A 2'-6" AFF ROD & 5H = M1PP o o CDIN = �v OWNER LOOP � T WIC o BATH FREE STANDING UB 10' GLG. o I 10CNI ' CLG. 1' 4'-5.. T2., 3._8.. I I�T N —__---_ __ LINEN ISp�O o OWND1 S ROD L. '_'H ca CAB MIRR0 o �� IGAS I TRLS SUITE LU < STUB I WG 10' CLG. 14'-6" X 16'-6" Lu o n P l m ,� D 0 10' CLG. ----i LNDRY 1�WDRQQ �z I I° r - 11 J 10' CLG. r < LL I I° I I 10' GLG. w> o p 0��� Il wn 6-o a V c� o Q I < =1N I L� i _ HI AP LU N < w '-1-----' 2"8P PKT. _ (S) (N s X I�WnI wow 1 =� �<Ic I UJ � � w j� o< Io n z 28 � 10'CLG.CL l� m� 1O'CLG. I� J U o = I v ARAGE �m 1 2 N 13'-0" X 31'-0"- 10'-1*" PL. HT.i" �L� kD QAC J� PREPLUM3 5 o iU SINK 0 5" p N 6'-''�" 5 2" j DOOR IS 1 3/8" MIN. KITCHEN SOLID CORE OK 20 GA 12'-0" X 16'-101, DINING MINUTE FIRE RATED STU 10' CLG. (SELF CLOSING) J " 14'-6" X 11'-2" 288° o _'- _o I I o s <� 10' CLG. SVC. DR. o wEl I i Cn w 000 0 . I +_ F_ I� � 908° OVERHEAD POOP 3°8° I Jc): I T-32" 4'-10" 1 71( j ENTRY �_ to U t PAV I PATIIO �------ -- P- --- �\ 2-52, 9' 0.. 19'-0" 50. FTG. CALCULATIONS 15T FLOOR LIVING 1560 2N1) FLOOR LIVING 1081 TOTAL LIVING 2641 GARAGE 496 PORCH 337 10' GLG. n BALCONY 337 TOTAL COVERED 3811 VOLUME OF CONDITIONED SPACL 26,812 T 7" FP PNTRY 10' CLG. 5 5H FOYER 2 STORY GLG. I 3°VrFRP LIGHT / (2) 1251DEL fE5 9,-02.. 5 eP FR. PORCH TING U,u FINISHED SIZES; REFER TO MFG'S z�<w TO FRAMING GAS ROOM O�u.i 4. EXTEND HALL, LNDRY AND WIC 5" INTO PAVER STUB 18'-0" X 18'-0" PATIO 10' GLG. n 2-92"' 10. PAVER GRILL PATIO 11. PREPLUMB SINK AT WET BAR 12. ISOKERN VENTLESS GAS FIREPLACE 13. GARAGE SVC. DOOR 14. OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 15. W/5 LOOP 16. ADDT'L WINDOW IN OWNERS SUITE Cl< REVISIONS X 9 19 RISERS v°J 7/16" RISE. 10" FUN C\1 CV 7" FP PNTRY 10' CLG. 5 5H FOYER 2 STORY GLG. I 3°VrFRP LIGHT / (2) 1251DEL fE5 9,-02.. 5 eP FR. PORCH TING U,u FINISHED SIZES; REFER TO MFG'S z�<w TO FRAMING w0)< ROOM O�u.i 4. EXTEND HALL, LNDRY AND WIC 5" INTO ^ U_ 18'-0" X 18'-0" w 10' GLG. n 18'-92" t 548° FR. 9'C2" \I/ \/4'11" 28'-0" X 12'-0" i 10'-11/8" PL. HT. ]! 4x4 P.T. �F)T WRAPPI D TO 1OX10 TYK --------------------------------- = -------- 10" 8'-2" 10" 8'-3" 10" 30'-11" 15t FL00F\ FLAN NOTE TO FKAMER: INSET ALL EXTERIOR WALLS 1/2" FROM EDGE OF FOUNDATION I (DU_ nL LU < 0Z_ wN L� �U LL CC) < �Q C N c� UNI1`(DEVEI.OPMEN� COMM v E� AppR� RIVERSIDE HOMES an No Build With Confidence 12276 San Tose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Floor Plans 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.09.2017 Scale 1/4" = 1'-0" of Plan Key West- B1 7 _J Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST„ AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: ... ......... 12627 San Jose Blvd __. �nh��� - Jacksonville, FL 32223 Flor�� Dcsigr,, >n�. 904.260.3319 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB FLUSH TO FOUNDATION 3. TAWLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD BENCH W/ CUBBIES ABOVE 6. FREE STANDING TUB IN OWNERS BATH 7. PREPLUM5 LNDRY SINK 8. PKT. DOOR AT OWNERS BATH 9. REMOVE KITCHEN WINDOW, ADD CABS. 10. PAVER GRILL PATIO 11. PREPLUMB SINK AT WET BAR 12. ISOKERN VENTLESS GAS FIREPLACE 13. GARAGE SVC. DOOR 14. OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 15. W/5 LOOP 16. ADDT'L WINDOW IN OWNERS SUITE 17. ADD H.B. AT BALCONY REVISIONS RIVERSIDE HOMES an No Build With Confidence 12276 San Tose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Floor Plans 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.09.2017 Scale 1/4" = 1'-0" of Plan Key West- B1 7 _J Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST„ AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: ... ......... 12627 San Jose Blvd __. �nh��� - Jacksonville, FL 32223 Flor�� Dcsigr,, >n�. 904.260.3319 3/4" TIG SUBFLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT FASTEN SHINGLES PER FBC R905.2.6 UNDERLAYMENT FASTENED PER FDC 8905.2.7 OSB ROOF SHEATHING SPRAY FOAM INSULATION AT ROOF DECK ENG. ROOF TRUSS SEE CONNECTOR SCHEDULE 12 17 1/2" DRYWALL 6" GALV. EAVE DRIP CLG. ED RAFTER (2) 2x4 I TAILS, SQUARE CUT TOP PLATE 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. FLOOR 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 4" GONG. SLAB W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL CEMENT BOARD SIDING R-13 INSULATION VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x4 STUDS SPACED PER ENGINEERS PKG. 7/16" OSB WALL SHEATHING 2x4 BOTTOM PLATE BANDING 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BAGK WIRE LATHE RUN TO TOP OF PLATE. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. R-19 INSULATION N 7/16" 055 WALL SHFA I"HING 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL l— W/ ALL CELLS FILLED ��/% %\\� FOOTING PER ' ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALD: 1/2" =1'-O" NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM BANDING ARE TO BL INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE, RESIDENTIAL TERMINATION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 \TER RESISTANT BARRIER _AYERS REQUIRED FASTEN LATH A 7" 0/C �' MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES PLATE 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL 4" GONG. SLAB W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE FINISHED TREATED FILL FLOOR ENGINEERED ROOF TRUSSES FIBERGLASS SHINGLES FASTENED PER ASTM D316 UNDERLAYMENT FASTENED PER FBC 1507.3.8 SPRAY FOAM INSULATION AT ROOF DECK OSB ROOF SHEATHING SEE CONNECTOR SCHEDULE 12 15 C, GALVANIZED F -AVE DRIP EXPOSED RAFT TAILS, SQUARE R-19 INSULATION 2x6 STUDS INSET (2) 2x6 — DOORS - REFER TO MANUFACTURERS TOP PLATE OPEN WEB FLOOR J015TS LATHE INSTALL �' GYPSUM BOARD RUN TO TOP OF PLATE. PARALLEL TO FLOOR - FRAMING MEMBER (1000 1/2" DRYWALL SQ. FT. MAX OPEN SPACE) CEILING TO PROVIDE 10. GARAGE SVC. DOOR DRAFTSTOPPING PER FBC THE TRIANGULAR OPENINGS 8302.12 8" CMU STEM WALL FLOOR 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 4" GONG. SLAB W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL CEMENT BOARD SIDING R-13 INSULATION VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x4 STUDS SPACED PER ENGINEERS PKG. 7/16" OSB WALL SHEATHING 2x4 BOTTOM PLATE BANDING 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BAGK WIRE LATHE RUN TO TOP OF PLATE. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. R-19 INSULATION N 7/16" 055 WALL SHFA I"HING 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL l— W/ ALL CELLS FILLED ��/% %\\� FOOTING PER ' ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALD: 1/2" =1'-O" NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM BANDING ARE TO BL INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE, RESIDENTIAL TERMINATION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 \TER RESISTANT BARRIER _AYERS REQUIRED FASTEN LATH A 7" 0/C �' MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES PLATE 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL 4" GONG. SLAB W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE FINISHED TREATED FILL FLOOR ENGINEERED ROOF TRUSSES FIBERGLASS SHINGLES FASTENED PER ASTM D316 UNDERLAYMENT FASTENED PER FBC 1507.3.8 SPRAY FOAM INSULATION AT ROOF DECK OSB ROOF SHEATHING SEE CONNECTOR SCHEDULE 12 15 C, GALVANIZED F -AVE DRIP EXPOSED RAFT TAILS, SQUARE R-19 INSULATION 2x6 STUDS INSET FOOTING PER ENGINEERED DRAWINGS TYFICAL WALL SECTION GENERAL STAIR DETAIL Q SCALE: 1/2" = 1'-0" c� SCALE: N.T.S. "STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. MAXIMUM RISER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LE55 I HAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4'-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR PFS \ THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \ AN OF PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO PES15T A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. 3 COAT STUCCO FINISH DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PAPER BACK WIRE LATHE GUARDRAILS SHALL NOT BE RUN TO TOP OF PLATE. 4. FREE STANDING TUB IN OWNERS BATH - VAPOR BARRIER. 5-ALED AT LESS THAN 36" IN HEIGHT. TOP & BOTTOM PLATES. 9. GAS STUB AT FIREPLACE 10. GARAGE SVC. DOOR 2x6 P.T. BOTTOM PLATE THE TRIANGULAR OPENINGS UTILITY YARD 8" CMU STEM WALL AT STAIR TREAD, RISER, & l— W/ ALL CELLS FILL =D FOOTING PER ENGINEERED DRAWINGS TYFICAL WALL SECTION GENERAL STAIR DETAIL Q SCALE: 1/2" = 1'-0" c� SCALE: N.T.S. "STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. MAXIMUM RISER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LE55 I HAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4'-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR PFS \ THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \ AN OF PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO PES15T A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. 0 CV ii o 4" GONG. n SLAB I I — — — — — — — — — — — — — — -- I 1 I DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE SPHERE GUARDRAILS SHALL NOT BE GARAGE 4. FREE STANDING TUB IN OWNERS BATH I — — — M MAY NOT PAS LESS THAN 36" IN HEIGHT. 8. PREPLUMB WET BAR SINK 9. GAS STUB AT FIREPLACE 10. GARAGE SVC. DOOR rHRoucH THE TRIANGULAR OPENINGS UTILITY YARD SPHERE AT STAIR TREAD, RISER, & M MAY NOT PASS THROUGHBOTTOM SHALL BE SUCH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH, j I COMP. 1 j 21'-8" 0 CV ii o 4" GONG. n SLAB I I — — — — — — — — — — — — — — -- I 1 I DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLE55 GAS WH 0 GARAGE 4. FREE STANDING TUB IN OWNERS BATH I — — — i — — J LOCATION 8. PREPLUMB WET BAR SINK 9. GAS STUB AT FIREPLACE 10. GARAGE SVC. DOOR 11.OUTDOOR SHOWER I A/C �I I UTILITY YARD j I COMP. 1 j 21'-8" 3'-10" 11" 5'-0" 16'7 TANKLE55 GAS GAS WH STUB +_H.B.— �- ------------ --- - -------------- -- - J L -- ---------------- L —STEM — — — -- — — — — — — — — — — — — — — — — —T------ 1I L_ l II jI WALL II�IW/S FOUNDATION I I I I I LOOP I b 0 1 1 o MAXX ARIOSA 6636 8'-7� 6 FREE STANDING TUB 22'-3g 4'-71' 7" PF OVIPE 6" _ - L_ I CSS GONG. /SLAB 1 _ 11 1 1 AOTSHOWER4" r —I ------------ ------ —J E ------� Off—I-n III N i--rtw------------ I GAS i -----, r-- �_��1 1 i - �� NTRLS II III iL I n I I STUB n �, J - III x\ 3'_8' 7 I �J III I 19'-0" 1 u I PREPLUMB-`�L�dJ 4I,P = LNDRY SINKCq N Ii o �f 11 II III t_ �J I to O /AP I r_ — J —11, I bV I N 2'-2" I r MONOLITHIC I SLAB FOUNDATION F- _ J L - ---- rL I 1 1 _ -------+--- ------------ i �- ------- I I r 1 PREPLUMB 1 1 I -------------------- ------------------- - I EXPANSION JOINT (TYP) �_ - I��I I c II SINK I I 1 =I--- 7 CI' II I_J CJ ;r LL -J o °; �I I I 5" �� ii I i1 I I I N STEM WALL 0.1 �'�+ I I FOUNDATIONLL I � 1 ' 1 I 1 T5 21'-10" 1 1 I r I Cy)i GAS STUB i I� irjl _ r^-11 I % NI I 4" CONC. SLAB I I -1 v / 9" CONC.EAB W/ FIBERMESH OR I L 1 / \ 6x6x10 W, .M. ON 6 MIL V15QUEEN 1 i5� o I 1 OVER CLI AN, WELL COMPACTED FILL ----3°SILL---- ---- 1 II REF. li L --,l 26" 3'-6"7 4'-0" , PAVER'F ------ GAS - - t_--- --- - � PATIO I ---------- STUB I �---- 1 I GAS1 I I 1 STUB) I I L IL 1 I ---------------I, 91 to PAVERH B) I FLOOR I IN PATIO I OUTLET +I_ 6-6Q I � I I 1 I I I SLAB JUNPATION _I --------- ------- ------ H!I 0 CV ii o 4" GONG. n SLAB I I — — — — — — — — — — — — — — -- L- — — — — — — — — — — — — — — — — — —— — — — — — — — — — — –I 19'-0" 3'-0" 28' 50-0" FOUNPATION LAYOUT NOTE: FOUNDATION FLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 0 0 Lo c_7 y p�VE1.0PMEN� �O�iMUNI� x'63 N MEN I 1 I DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLE55 GAS WH 0 GARAGE 4. FREE STANDING TUB IN OWNERS BATH I — — — i — — J L- — — — — — — — — — — — — — — — — — —— — — — — — — — — — — –I 19'-0" 3'-0" 28' 50-0" FOUNPATION LAYOUT NOTE: FOUNDATION FLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 0 0 Lo c_7 y p�VE1.0PMEN� �O�iMUNI� x'63 N MEN 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLE55 GAS WH 3. EXTEND HALL, LNDRY AND WIG 5" INTO GARAGE 4. FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNDRY SINK 6. PAVER GRILL PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. PREPLUMB WET BAR SINK 9. GAS STUB AT FIREPLACE 10. GARAGE SVC. DOOR 11.OUTDOOR SHOWER 12. W/S LOOP REVISIONS seem me IVER.SIDE HOMES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Foundation Layout 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 r-777—awn By ARJ Sheet Date 11.09.20172 Scale 1/4" = 1'-0" of Plan Key West- B1 7 _j Written dimen51on5 shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 - orthcast Jacksonville, FL 32223 r1>r�� ��s�gn, Ing. 904.260.3319 --------------- --------------- -----r---------------------- -- tifp qN� I�III1II;III ' cc -=I-= I==LlnIl -_-- - --_ ---TT- -_-_q---------------------__- 11 ,I a 7:12 KOOF 0 AH SCALE: 1/8" =1'-O" 5FKAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED PLATE HEIGHT DEC. LATTICE 4" P.T. POS I WRAPPED TO 10X10 TYP. "1NISHF0 FLOOR - J_ PLATE HEIGHT BUILDING HEIGHT PLATF HEIGHT - FINISHED FLOOR PLATE HEIGHT EXPOSED RAFTER TAILS 6" EW DING TYP. STUCCO FINISH LOUVERED CEDAR OUTDOOR SHOWER ENCLOSURE FINISHED FLOOR 0 N GRADE 12 7 1 CEMENT BOARD SIDING TYP.- 6" TRIM TYP. 36"h RAILING TYP. —� CEMENT BOARD SIDING TYP. - 6" TRIM TYP. - 12. DIMENSIONAL FIBERGLASS SHINGLES (TYP) 10" BAND STUCCO FINISH :.......,, 4" P.T. POST 6" BANDING (TYP) WRAPPED TO Ll Ll 1OX10 TYP. FKONT ELEVATION Ed t �-d=1 FINISHED FLOOR " GRADE DIMENSIONAL FIBERGLASS SHINGLES (TYP) 2" BAND OVER 6" BAND (TYP) 1�1�1-IT CTni IL-) T:� \ /ATTnNi 6'h EQU . SCREEN WA L PLATE. HEIGHT 20" OVERHANG W/ EXPOSED RAFTE=R TAILS TYP. DEC. LATTICE 36"h RAILING TYP. 4" P.T. POST WRAPPED TO 1OX10 TYP. FINISHED FLOOR PLATE= HEIGHT, STUCCO FINISH 4" P.T. POST WRAPPL=D TO 10X10 TYP. FINISHED FLOOR 9 GRADE c COMMU NIjY DEV&0?01 APPROVED ® .090 --r-1 no, RIVERSIDE I 10MES ■■ Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Roof Plan/ Elevations 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.09.2017 3 Scale 1/4" = 1'-0" of Plan Key West- B1 7 _J Written dimen5ion5 Shall have precedence over kale dimensions. Contractors shall verify and be re5pon5ible for dimen5ion5 and eondition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: :.... 12627 San Jose Blvd _ Suite 702 ortheas[ Jacksonville, FL 32223 D -sign, Inc. 904.260.3319 L� �l 'lII IiIIIl i a7:12 -----------------------J, ,--------------------; ; 1 II o I iu I 1 T_'lr-T'j-- ✓ - rl I-_-_-_-_-_- II `Ir' II J I II a „ 5:12 RID'- - - - - - ilrt II II jl I I - 4 =_� �_ = =_= _ _----- �--------a------------- I I fl _ p� IL ---_J it l i II I Ir I I �ll� '---3 ---J� _JI II L__ JI dli-j ;n' III II I II I .II 'll III � 7:12 41 jIj 2 11IDG I �1 a 7:12 U ti u Ip II u I I II c� fl �I'ILLi ui ___, I I, IL_ -_________LI L-----------�I �I F I w ------ 11 t%z V A 7:12 n Fi II N I I a 7:12 KOOF 0 AH SCALE: 1/8" =1'-O" 5FKAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED PLATE HEIGHT DEC. LATTICE 4" P.T. POS I WRAPPED TO 10X10 TYP. "1NISHF0 FLOOR - J_ PLATE HEIGHT BUILDING HEIGHT PLATF HEIGHT - FINISHED FLOOR PLATE HEIGHT EXPOSED RAFTER TAILS 6" EW DING TYP. STUCCO FINISH LOUVERED CEDAR OUTDOOR SHOWER ENCLOSURE FINISHED FLOOR 0 N GRADE 12 7 1 CEMENT BOARD SIDING TYP.- 6" TRIM TYP. 36"h RAILING TYP. —� CEMENT BOARD SIDING TYP. - 6" TRIM TYP. - 12. DIMENSIONAL FIBERGLASS SHINGLES (TYP) 10" BAND STUCCO FINISH :.......,, 4" P.T. POST 6" BANDING (TYP) WRAPPED TO Ll Ll 1OX10 TYP. FKONT ELEVATION Ed t �-d=1 FINISHED FLOOR " GRADE DIMENSIONAL FIBERGLASS SHINGLES (TYP) 2" BAND OVER 6" BAND (TYP) 1�1�1-IT CTni IL-) T:� \ /ATTnNi 6'h EQU . SCREEN WA L PLATE. HEIGHT 20" OVERHANG W/ EXPOSED RAFTE=R TAILS TYP. DEC. LATTICE 36"h RAILING TYP. 4" P.T. POST WRAPPED TO 1OX10 TYP. FINISHED FLOOR PLATE= HEIGHT, STUCCO FINISH 4" P.T. POST WRAPPL=D TO 10X10 TYP. FINISHED FLOOR 9 GRADE c COMMU NIjY DEV&0?01 APPROVED ® .090 --r-1 no, RIVERSIDE I 10MES ■■ Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Roof Plan/ Elevations 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.09.2017 3 Scale 1/4" = 1'-0" of Plan Key West- B1 7 _J Written dimen5ion5 Shall have precedence over kale dimensions. Contractors shall verify and be re5pon5ible for dimen5ion5 and eondition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: :.... 12627 San Jose Blvd _ Suite 702 ortheas[ Jacksonville, FL 32223 D -sign, Inc. 904.260.3319 PLATE HEIGHT 20" OVERHANG W/ EXPOSED RAFTER- TAILS AFTE=RTAILS TYP. CEMENT BOARD SIDING TYP. 6" TRIM TYP. - FINISHED FLOOR PLATE HEIGHT FINISHED FLOOR O " GRADE f DIMENSIONAL i III III III SHIGLS () SHINGLES (TYF) EXPOSED RAFTER TAILS 6" BANDING (TYP) PLATE HEIGHT — — FINISHED FLOOR PLATE HI-IGHT 6'h EQUIP. SCREEN WALL FINISHED FLOOR O N GRADE— — 20" OVERHANG W/] EXPOSED RAFTER TAILS TYP. KEA1� ELEVATION 6'h EQUIP. SCREEN WALL STUCCO FINISH LOUVERED CEDAR OUTDOOR SHOWER ENCLOSURE LEFT 5I0 ELEMTION DIMENSIONAL FIBERGLASS SHINGLES (TYP) CEMENT BOARD `— DEC. LATTICE SIDING TYP. 6" TRIM TYP. 2" BAND OVER 6" BAND (TYP) STUCCO FINISH 36"h RAILING TYP. ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 Building Code, Residential 8806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cr�55 ventilation for each separate Space by ventilating openings protected against the entrance of rain'or snow. Ventilation openings Shall have a leant dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) Shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or Similar material with openings having a leant dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maAimurn. Openings in roof framing members shall conform to the requirements of Section 8802.1.8. Required ventilation openings Shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/500 of the vented Space provided one or more of the following conditions are met: 1. In Climate Zones 6. 7 and 8, a Cla55 I or 11 vapor retarder 15 installed on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators Shall be located no more than,5 feet (914 mm)clow the ridge or highest point of the space, measured vertically, with the balance of the requted ventilation provided by cave or cornice vents. Where the location of wall or roof framing member$ conflicts with the installation of upper ventilators, installation more than 5 feet (914 mm) clow the ridge or highest point of the Space shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents are install d, insulation shall not block the free flow of air. A minimum of A 1 -inch (25 mm) space Shall be provided,, between the insulation and the roof Sheathing and at the location of the vent. PLATE HEIGHT 4" P.T . POST WRAPPED TO 10X10 TYP. FINISHED FLOOR PLATE HEIGHT 4" P.T. POST WRAPPED TO � 1OX10 TYP. FINISHED FLOOR J GRADE �" SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED vo :e n\" RIVERSIDE HOMES -N Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Elevations 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 r-7—awn By ARJ Sheet Date 11.09.2017 4 Scale 1/4" = 1'-0" Plan of Key West- B1 7 -i Written dimensions Shall have precedence over Scale dimensions. Contractors shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 fan Jesse Blvd -- -_= Jacksonvtll� FL 32223 arthcast 7 iloridacsi�n, Inc. 9®4.260.3319 SVC OUTLET W/5 LOOP IRRIGATION CIRCUIT 'L I I I I SEC. SY5. PREWIRE ro fl I \ YY11\,L if A / \ O iE"a�! I 1A ,--- FF r'•��/ \� E I I \ I \ 0 -- _j Lm ELECTf�ICAL LEGEND 110 DUPLEX OUTLET HALF -SWITCHED OUTLET &GH GFI DUPLEX OUTLET &p WEATHER PROTECTED OUTLET CEILING OUTLET ® FLOOR OUTLET 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH 3 3 -WAY SWITCH $4 4 -WAY SWITCH $p DIMMER SWITCH 7 TELEPHONE cry CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT CEILING MOUNTED LIGHT p� PULL -CHAIN (} WALL MOUNTED LIGHT DO RECESSED LIGHT FIXTUKE OO SPOTLIGHT FIN \ 0 \ ® \ I \ FIXTURE \ ttt PREWIRE ® �GENERATC SMOKE DETECTOR I CIRCUIT GO I LOCATE PANEL ' BOX I t \ `-----4' I I I I SEC. SY5. PREWIRE ro fl I \ YY11\,L if A / \ O iE"a�! I 1A ,--- FF r'•��/ \� E I I \ I \ 0 -- _j Lm ELECTf�ICAL LEGEND 110 DUPLEX OUTLET HALF -SWITCHED OUTLET &GH GFI DUPLEX OUTLET &p WEATHER PROTECTED OUTLET CEILING OUTLET ® FLOOR OUTLET 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH 3 3 -WAY SWITCH $4 4 -WAY SWITCH $p DIMMER SWITCH 7 TELEPHONE cry CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT z W O ' \ PRE -WIRE & GRACE ONLY r / � I 0 / CEILING MOUNTED LIGHT p� PULL -CHAIN (} WALL MOUNTED LIGHT DO RECESSED LIGHT FIXTUKE OO SPOTLIGHT FIN EXHAUST FAN W1 LIGHT 0 EXHAUST FAN ® FLUOKESCENT I \ FIXTURE CARRIAGE LIGHT DOUBLE FLOOD LIGHT PANEL BOX ® SMOKE DETECTOR z W O ' \ PRE -WIRE & GRACE ONLY r / � I 0 / x----------------------------------- I I I TT 15T FLOOR ELECTRICAL FLAN ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE 12" AFF (GENERAL) - KITCHEN 44" AFF - BATH?OOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN )WELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WAI ER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 L3. ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC 8404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL B _ TAMPER RESISTANT RECEPTACLES 2ND FL001\ ELECTRICAL FLAN a l (_)' 1 'hS 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENEK INSTALLED 3. TANKLESS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. PREWIKE (2) PENDANT LIGHTS OVER ISLAND I 51 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY I 5. ADD KECESS LIGHT IN PWDK I I t 10. (4) RECESS LIGHTS AT POKCH I 1 REVISIONS I \ 1 ' ' I t / I I t\ LU Q� r \ ' O LU —#7 LU t � BRACE ONLY 1X UP] qp1\ I I FLOOR ® ' TO I I OUTLET tt REF t x----------------------------------- I I I TT 15T FLOOR ELECTRICAL FLAN ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE 12" AFF (GENERAL) - KITCHEN 44" AFF - BATH?OOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN )WELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WAI ER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 L3. ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC 8404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL B _ TAMPER RESISTANT RECEPTACLES 2ND FL001\ ELECTRICAL FLAN a l (_)' 1 'hS 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENEK INSTALLED 3. TANKLESS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. PREWIKE (2) PENDANT LIGHTS OVER ISLAND W1 DIMMER 51 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY I 5. ADD KECESS LIGHT IN PWDK 9.(2) ADDT'L SCONCE LIGHTS IN OWNEK5 BATH 10. (4) RECESS LIGHTS AT POKCH 11. (4) RECESS LIGHTS AT BALCONY REVISIONS 1 / I I PRE -WIRE & BRACE ONLY 1X UP] I I FLOOR ® ' TO I I OUTLET tt CHANDELIEI__ ABOVE ---------- II I I I x----------------------------------- I I I TT 15T FLOOR ELECTRICAL FLAN ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE 12" AFF (GENERAL) - KITCHEN 44" AFF - BATH?OOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN )WELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WAI ER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 L3. ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC 8404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL B _ TAMPER RESISTANT RECEPTACLES 2ND FL001\ ELECTRICAL FLAN a l (_)' 1 'hS 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENEK INSTALLED 3. TANKLESS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. PREWIKE (2) PENDANT LIGHTS OVER ISLAND W1 DIMMER 6. (2) RECESS LIGHTS IN OWNERS BATH 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 5. ADD KECESS LIGHT IN PWDK 9.(2) ADDT'L SCONCE LIGHTS IN OWNEK5 BATH 10. (4) RECESS LIGHTS AT POKCH 11. (4) RECESS LIGHTS AT BALCONY REVISIONS RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Electrical Plans 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 (0-77aw—n By ARJ Sheet Date 11.09.2017 5 - Scale 1/4" = 1'-0" Plan of Key West- B1 7 _j Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: .... 12627 San Jose Blvd Suite 702 o thcast Jacksonville, FL 32223 D,sign, Inc. 904.260.3319 �,10E OOG� c1d0 �'PP UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT - CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING �� PLACE SHINGLES MTL SAVE DRIP �i � OVER EAVE &RAKE 4� EDGES TO PROVIDE DRIP EDGE FIRST COURSE l8� " to 12-1/2" "to 1-— — — — — — " to 1-1/2" 0 0 SHINGLE NAILING I 11-1/2" to 12-1/2" 1" to 1^ 0 ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS OPT. PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHINGLES OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FEI OVER 7/16" OSB OVER PRE -ENG WD TRUSSES II NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. ROOFCEMENT WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOP/WEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S Z Z z ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. 5UBFA5CLAI � W J 5EIAYCR: 5l9" DE NSGLA55 FIREGUARD SHEJ�TMNG 5/ J ATTACH WITH 2" NAILS OR SCREWS NO VENTS ARE ALLOWED FACE. LAYER: 5/8" Pt N5GLA55 FIREGUARD SHF YAFHING AT IACHED WITH 2" MIN. 5CREW5 OR NAILS w 24'O.C. -0F 1 511 JOINi5 IN 5A5E AND FACE LAYER 24" NOTT. DF SIGN BASED ON GA FILE No. RC 2602 SECTION (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED TH15 DETAIL ONLY APPI.ICAN I. WHI FF SEPARATION DISTANG'F OF OW BHANG 15 1F55 THAN 5' AND MORIi I HAN 2 FROM PROPERTY LINE. ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKING REQUIRED AT PANEL JOINTS VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FLASHIN(; KICK -OUT FLASHING (SEE DETAIL) i Z EXTEND KICK -OUT 2" BEYOND FASCIA �\�\ I I 8+ I I I I I I I I i jFELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA FROOF N' TALL KICKOUT :�i�t NG; AT BOTTOM OF WALL INTERSECTIONS WATER TIGHT .... ..,.�., �. ... .-.��-. FF SEAL N.T.S. ROOF TRU55I'5 SUt5rA5GVI— - BA5E LAYER: 5/8" DEN5GLA55 FIREGUARD SHEATHING ATTACH WITH (2)1 +' TYPE 'W" DRYWALL SCREWS NO VENTS ARE ALLOWED FACE LAYER: 5/8" DEN5GLA55 FIRFGUARD SHEATHING ATTACHED WITH IJ' TYPE'G" DRYWALL 5CREW5 01219.C. OFFSET JOINTS IN 13A5E AND FACE LAYER 24" NOTE: DF_SIGN BASED ON GA FILE No. RC 2602 SECTION - (1) HOQR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED THIS DETAIL ONLY APPL ICA LE WHERE SEPARATION D15TANCE OF OVERHANG 15 1 F55 THAN 5' AND MOPE THAN 2' FK LTFRNATF: ATE[) SOFFIT A55EMDLES WHICH MEEK L STANDARDS FOR (1) HOUR FIRE RATING ARE PFRMITTED LINE OF AF BARRIEI 0' APPLY &EN( CONTINUOUS BEAD SEALANT AT JAMBS & HE OR APPLY TO BACK WINDOW NAILING FLANGE LINE w/ PRE -PUNCH HOLES OR SLC INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHIN OVERNAILING FLANGE tG HEAD EXTEND SELF -ADHERING MIN." MEMBRANE FLASHING 1" MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. :MPC ARR STALL LEVE UFACT FOLD WEATHEI DOWN & TAPE CUT B ACROS: WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED WEATHER BARRIER OVER WD SHEATHING LINE OF DOOR OPENING INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 114' FOLD WEAT BARRIER IN AROUND JA INSTALL 4- WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" O .4 - 0 EXTEND SELF -ADHERING MEMBRANE FLASHING 1' MIN. BEYOND JAMB BASHING SEE DOOR DETAILS FOR FINISFVTRIM DETAILS STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. NECHANICALU INED EDGE (Ci 4PLES) IF REOI SHING MANUFI INSTAL LF -ADHERING IEMBRANE FLA EXTEND FLA: JAMI MEMB VERNAI EXT _AS IN, ALL FLE INSTALL DOOR PLUMB LEVEL 8 SQUARE PE0.y` MANUFACTURER WRITTEN } INSTRUCTIONS i SET THRESHOLD AIJT IN � BED of SEAL APPLY SEALANT AT CORNERS & FRONT EDGE OF THRESHOLD NOTE: AT UNPROTECTED DOORS,BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12' UP BOTH JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 3 w -sm Aa ■ KIVER.SIDE H M E S ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 141 Atlantic Beach Country Club Reece Residence Flashing Details 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.09.2017 Scale 1/4" = 1'-01f Plan of Key West- B1 7 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY 12627 San J®s� Bivd ......:::::::.. - Jacl�s®nville FL 32223 QLtIT«5t ���F1ur,da i��>tg,,, IDL. 9®4.260.3319 FASCIA METAL FOK STUCCO, IFS, OK SIDING RUN METAL LATH TO EDGE — 4" Ya" TO 3/6' OF THE HORIZONTAL SURFACE I z - i GRAVEL STOP PLI-DEK SYSTEM ICC -ES ESR -2097 MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" 19mm (34") MIN. FASCIA TO WALL TO DECK FLASHING INTERSECTION MIN. 26 GAUGE GALVANIZED BONDERIZED N SHEET METAL WOOD 5LOCKING OR PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS STUCCO/EIFS BITUTHANE / BUILDING PAPER BUILDING PAPER w �� (i cn o p�woo m�Q� E=c)D EZNC5 FASTENER F ATTERN FOR METAL LATH 76mm (3") O.C. IN THE FIELD (12 STAPLES PER SQUARE FOOT) PLYWOOD SEAM COVERED IN 2" WIDE SEAM PAPER AND STAPLES 1" O.C. 25mm (11/2") O.C. ON OVERLAPPED LATH SEAMS EXTENSION METAL TO BE INSTALLED BEHIND DECK TO WALL FLASHING 4" AND PRE CAULKED 3UILDING PAPER LO OVERLAP 4" MIDI BUILDING PAPER TO BE INSTALLED BEHIND SHEET METAL 0 THIS POINT MIN. 2" 50mm (2") O.C. AROUND PERIMETER NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVERY 11/2" O.C. OVERLAP LATH 19mm (3/4") min. TUDE STEEL DECK KAIL URETHANE CAULK JOINT– (TO BE MAINTAINED) PLI-DEK SYSTEM ICC -ES ESR -2097 EXTENDS UNDER POST 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" FACE NAIL (A MIN. OF TW ) NAILS PER SIDE) AT THE FLASHING ON EA .H SIDE OF POST LASHING 15 SECURE 0 SUBFLOOR WITH N IN ALL SIDES GALVANIZED, 2 INSTALLED ON ALL CORNERS OF THE POST AND NAILED TO THE SUBSTRATE 1/8" - 3/16" GRAVEL STOP 26 GAUGE GALVANIZED BONDERIZED SHEET METAL FLASHING E E CAULK INSIDE AND o 1 OUTSIDE FASTENERS `n (FASTENERS PER STRUCTURAL) BASE PLATE AS REQUIRED STRUCTURAL PLANS STEEL POST PER STANDARD GUARDRAIL PANEL 5/6" MIN EXT GRADE PLYWOOD SLOPE- 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER. SEALANT WILL NEED TO BE MAINTAINED PLI-DEK SYSTEM ICC -ES E5R-2097 THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR POST FLASHING t PLAN) NOTCH POST 1/2" DEEP A 3" AB AVE DECK SHT'G AROUND PERIMETER OF POST PER STRUCTURAL 26 GA. BONDEKIZED 2-F IECE SHEET — ME -AL SADDLE MIN. 4" LAP FULLY 5E >DED IN SEALANT (ALL 4 51PES OF POST TO BE SHEETING APPLY MANUFACTURER RECOMMENDED JOINT SEALANT BEHIND FLASHING AND AT THE TOP OF THE FLASHING. APPLY MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI-DEK BASE COAT AROUND BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT G588 TO BE COATED ON ALL VERTICAL FLASHING 1x4 NOTCHED* WOOD TRIM AROUND PERIMETER OF BASE (OPTIONAL) —SEALANT PLI-DEK SYSTEM ICC -ES ESR -2097 POST CONNECTION PER STRUCTURAL FLOOR JOIST OR BLK'G - CONNECTION POST PER STURC.T. --------------.---------,--- vr--------------- --- --- ---------- ---- ---- --- -----.------------- -- - --- n *MAY APPLY GU80 BASE COAT AT POST BASF TO DIVERT WATER DECK TO WALL FLASHING XPPLY MANUFACTURER'S RECOMMENDED FOR SIDING INT SEALANT AFTER COMPLETION OF EK FIN15H COAT. THE PLI-DEK SYSTEM BUILDING PAPER TO FI-PINATESAT THE BASE OF RISER LAP OVER METAL FLASHING CAULK BETWEEN FLASHING LASHING MIN 2" ON DECK AND MIN. 2"X6", 26 GAUGE IGHT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB GALVANIZED, BONDERIZED VERLAP WALL TO DECK FLASH AND THRESHOLD L -METAL PLI-DEK SYSTEM WEEP -SCREED FLASHING THE PLI-DEK SYSTEM ICC -ES ESR -2097 TERMINATES AT THIS POINT z o� �z z o �n N 50mm (2")MIN 5/8" MIN. I -XT GRADE APPLY MANUFACTURERS RECOMMENDED PLYWOOD JOINT SEALANT AFTER COMPLETION OF (3/4" RECOMENDED) PLI-DEK FINISH COAT SLOPE 1/4" PER 12" >K 2.5 LBS/SQ.YD. GALVANIZED (DIPPED) EXPANDED METAL LATH 2.4 M X.69 M (96" X 27") OVERLAPPED 19 MM (3/4") AT EDGES OVERLAP LATH ON THS FLASHING TO THE EDGE OF THE DECK SURFACE FASTENING LATH — POST & RAIL DECK PLAN VIEW WALL FLASHING THRESHOLD FLASHING EDGE ILASHING THRESHOLD FLASHIN DOUBLE FLASHING FOR 50 TO 152mm (2" TO 6" ISTEP-UP DECK TO WALL FLASHING FRAMING 410 MM (16") O.C. MAX EXTERIOR GRADE PLYWOOD 16 MM (5/8") MIN WITH 3.2 MM (1/8") GAP BETWEEN SHEETS FLASHING PAPER TO COVER SEAMS IN PLYWOOD 50 MM (2") MAX. STAIR FLASHING OFFSET METAL LATH EDGES 152 MM (6) MIN FROM PLYWOOD SEAMS FLASHING CAULK BETWEEN FLASHING —� AND COMPRESS TOGETHER 5/8" MIN. EXT. GRADI PLYWOOD ( 3/4" RECOMMENDED SLOPE 1/4" PER 12" -mom N RIV--/A ERSIDE HOMES N Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. M.ynversidehome. com Lot 141 Atlantic Beach Country Club Reece Residence Flashing Details 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11. 0177 Scale 1/4" = 1'-0" Plan of Key West- B1 7 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: _s 12627 Sara Jose Blvd Suite 702 --- Jacksonville FL 32223 orthcast D Florida Desisn, ��. 904.260.3319 XPPLY MANUFACTURER'S RECOMMENDED INT SEALANT AFTER COMPLETION OF EK FIN15H COAT. THE PLI-DEK SYSTEM FI-PINATESAT THE BASE OF RISER ALVANIZED BONDFRIZED DECK CAULK BETWEEN FLASHING LASHING MIN 2" ON DECK AND AND THRESHOLD, AS WELL IGHT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB VERLAP WALL TO DECK FLASH AND THRESHOLD " ON EITHER SIDE. PLI-DEK SYSTEM ICC -E5 ESR -2097 CAULK BETWEEN FLASHING —� AND COMPRESS TOGETHER 5/8" MIN. EXT. GRADI PLYWOOD ( 3/4" RECOMMENDED SLOPE 1/4" PER 12" -mom N RIV--/A ERSIDE HOMES N Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. M.ynversidehome. com Lot 141 Atlantic Beach Country Club Reece Residence Flashing Details 1651 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11. 0177 Scale 1/4" = 1'-0" Plan of Key West- B1 7 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: _s 12627 Sara Jose Blvd Suite 702 --- Jacksonville FL 32223 orthcast D Florida Desisn, ��. 904.260.3319 6 c � DESIGN SPECIFICATIONS: GENERAL NOTES: 8 All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry (Brick): , „ minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 13. Fasten plies of 1 /4 wide engineered lumber as follows: o Project has been designed in accordance with the 6th Edition 2017 Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF la 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. I.c o0 1 g ( ) g p p q P 1 peed 8" at edges and ends in conformance with ASTM -A 185, 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131 "x3'/4' nails @ 8"o.c. (each side) C N Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, or fibermesh reinforcement shall be used with a minimum fiber length of to 2" Hollow Brick, respectively. Grade MW shall be used. , „ W N and flashing requirements are not addressed in these plans. 9 7 4 -ply beams with (2) rows of Simpson 6 /< long SDW screws @ 12" o.c. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per o" _i E DESIGN CRITERIA: cubic and in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. a) U Y STRUCTURAL STEEL: Q 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall cn ^ Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type 9. Slabs on rade shall bear on structural fill which shall be clean sand free of debris and openings greater than 16" in either direction, and shall be spaced no more than 36" w 9 9 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = � o Basic Wind Speed: 130 mph of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least o.c. and placed within 12" of the openings. o P P P Y Erection of Structural Steel for Buildings (latest editions). E > c Building Risk Category: II 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection o Wind Exposure: B Enclosed Structure 3. The contractor is responsible for the means and methods of construction. It is the a. Welded Connections: AWS D1.1 z p ( ) shall be provided in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall c O c contractor's sole responsibility p q temporary P PP q b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) o cn W Building Classification: Residential p y to determine the procedure, sequence, and tem ora is used, the treatment shall be done after all excavation, backfillin and compaction action have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No 9, P c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) cn4 Y - Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is completed. 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. N U a> Wind -Borne Debris: NOT located in the wind-borne debris region construction. P d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. Q e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) o 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or c o = Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for ASTM A53 (Fy=35 ksi) N 3 owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. supporting brick veneer over openings. This angle will not be required for arched 1✓ �'T1 determination of rade elevations, drainage features, and special requirements windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then 3 g 9 P q 5. The contractor shall supply,locate, and build into the work all inserts, anchors, angles, s Z All structural steel connections and fabrications shall comply with AISC specifications. � c~o associated with FEMA flood hazard and/or DEP zones.9 11. The following minimum concrete cover shall be provided for reinforcement: the steel angle shall be attached to the wood framing with /" x 3" lag screws @ 12" N plates, openings, sleeves, hangers, slab depressions, or other components as may be 3" Concrete cast against and permanently exposed to earth o.c. or Simpson Y4' x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0- v) v DESIGN DEAD LOADS: required to attach and accommodate other work. 2" Concrete exposed to earth or weather xQ o 1 %" Concrete not exposed to earth or weather WOOD FRAMING: 4 0 N P Holes required for bolted connections may be drilled or punched. Flame -cut holes a) l`/1 Floors: 6. All details and sections shown on the structural drawings are intended to be typical c W �r and shall be construed to apply to an similar situation elsewhere in the work except 1. All wood framing has been designed in accordance with "National Desi shall not be used. The design floor dead load of 12 psf assumes a floor system utilizing wood decking or PP Y Y P 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 9 9 Design Specification •� � rn wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor where indicated otherwise. minimum lengths: (NDS) for Wood Construction," 2015 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be #4 bars: 21" minimum NDS o U) � 7. Refer to the structural drawings for all structural details and sections. The contractor 2. Southern Yellow Pine member design incorporates design values for all sizes and U o notified if the floor coverings differ from the noted assumptions 9 #5 bars: 26" minimum 9 p 9 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior < N shall contact the Engineer for clarification in cases of conflict between the structural #6 bars: 32" minimum grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 1:5 CDRoofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. the Southern Pine Inspection Bureau (SPIB). 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 9 7. SSPC Paint os (polyurethane) shall be applied as the final coat to all structural steel Q Concrete or Clay Tile: 15 sf P Y P p � o Y P The design of the project structure assumes an allowable soil bearing capacity of 3. All wood members ex osed to weather or in contact with mason surfaces exposed and visible to the exterior of the structure. 0 rn Refer to Architectural Plans for Roof Covering System 9 P 1 9 P Y 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support P masonry, concrete or soil 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcingsteel. Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. n o0 PP P 8. Field touch-up after installation where required to restore final finish. -a � DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction r ends which are plastic tipped or stainless steel. specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: Floors: specified in these plans. MASONRY: hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50. c Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required.ca 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, o Exterior Decks: 40sf CONCRETE: General: P United Steel Products (USP), or Engineer approved equal. a)Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for 1. All mason work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." LM Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. masonry g q 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM All Other Areas: 40 psf P Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI F1554, Grade 36. `" 530.1-13 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. m FLORIDA C.&,,N, ER: 25846 Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: .n 3. All metal connectors and hardware which are exposed to the exterior or in contact o �•``� S�n:'�.,, Without Storage: 10 sf Slabs on grade, footings, and misc. concrete: fc=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 da com ressive stren th of 7. The Truss Manufacturer shall submit shop drawin sand desi n notes with a 9 P Y P g 9 g with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per a moo` .O '•, With Limited Storage: 20 sf Structural slabs, walls, beams and columns: fc=3000psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slum between 8" to 11 ". registered Engineer's seal for approval. Design notes shall include the rated load a> a` .•' A 9 P P P P p ASTM A153, Class C, or ASTM 6695, Class 50. � ��� � ; \CiEr,/ •.� l� �'.,� With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: fc=3000psi capacity of the truss to truss connectors, and the manufacturer's license to fabricate r� <( ;• SS Q 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by CU N Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) in brick veneer. fabrication and installation drawings showing size, shape and layout. L s 5 �� Hilti with Florida Product Approval and installed according to the manufacturer's o Less than 4:12 slope: 20 psfinstructions. Holes shall be cleaned of all debris and brushed out prior to installation c 4:12 slope or greater: 16 sf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 4. The contractor shall be responsible for the design and installation of all flashing. 8. Jobsite handling and erection, including temporary bracing, during installation of �= a • " P 9 P P 9 9� of anchor adhesive. a� trusses shall comply with TPI / WTCA BCS] 1. > S-0 S E OF ; DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic Concrete Mason (CMU): o "��Q �•.'� ,'� Masonry ( ) ROOF COVERING: ,� r material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened n3 F .IOP,...•• �•`` Wale; 1. Concrete mason units CMU shall be ASTM C90-14, Hollow Load -Bearing Concrete to their supporting walls or beams with metal connectors as noted in the Truss masonry (CMU) 9 1. The contractor shall be responsible for the design and installation of the roof covering Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Mason Units, normal weight, with a minimum compressive strength of 1900 psi Connection Schedule. N P structural drawings. All reinforcing details shall conform to "Details and Detailing of Masonry 9 P 9 p system. r. rnp(r� rtr�ruN Wind loads with other brittle finishes: L/240 9 9 9 (fm=1500 psi). o Wind loads with flexible finishes: L/120 or L/180" Concrete Reinforcement," AC] 315, unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable ' L/180 for exterior walls with interior gypsum board finish. drawings. detail as shown in the structural drawings. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o 2. All continuous reinforcing steel in masonry shall be lap spliced with the following 9 manufacturer's requirements. a`) 01-25-18 Floors: minimum lengths: c FLOYD S. SIMPSON, PE Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20" minimum 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall c� 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Total Load: L/240 • shall be in accordance with "Standard Tolerances for Concrete Construction and #5 bars: 25" minimum be provided by others. E FL PE No. 50791 Manual," and the manufacturer's requirements. >, Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. #6 bars: 30" minimum cc: oMMENrs 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according c Roofs: 3. Grout all cells containingvertical reinforcement in 5' 0" maximum lifts. specifications: Live Load: L/240 to the manufacturer's requirements. o LVL or Parallam LSL (D Total Load: L/180 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing height exceeds 5'-0". Fb=2,600 psi Fb=2,325 psi 9 and valley material. U Fc =750 psi Fc =900 psi L 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi a� iZ 0 CD 0 0 Cn Cli co c c ca L N C All window, door and soffit assemblies shall be designed to withstand the design aD pressures indicated below and shall be installed in accordance with the Cn an CD manufacturer's requirements. L H C WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) for Fastening Schedule Pos Neg Pos Neg MITEK/USP ID FL # Fasten rs 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 1 14.7 -17.41 14.7 -16.3 Soffit Design Pressure 1 18.3 -24.51 18.3 -19.8 Base Design Pressure 15.50 GCpi = ±0.18 TYPICAL EDGE STRIP (5) a = 5.0' TYPICAL INTERIOR ZONE (4) r 7, I Y. c Metal Conne for Fastening Schedule U Simpson ID FL # MITEK/USP ID FL # Fasten rs Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.1 1" x 1Y2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.1 " x 2'/2" or (12) 0.162" x 3Y2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.1 " x 2'/2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed CS 16 10852.2 RS150 17244.27 (11) 0.1 " x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.148'x (6) 0.148'x 11/2" into studs 1'/2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)1/4" x Y2" SDS 'h" w/ 4Y2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.131' (7) 0.131' x 1'/2" into gable brace x 2'/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131 x 2'/2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131' x 1Y2" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131'x 2'/2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131'x 2'/2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0.148' x 1'/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20)'/4' x 3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)'/4' x 2'/2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)'/d' x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0.14 " x 1'/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) 0.143" x 3" in each end - (20) total n/a HTS M 16/20 11473.12 HTWM 16/20 6223.2 (8) 0.148'x (4)1/4" x'/4' (4)'/e" x 3" into wood Titen into CMU %" Titen into concrete n/a HTT4 11496.6 HTT4 17324.2 (18) 0.16 " x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0.162" x 2Y2" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) 0.13 "x 1Y2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.148'x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0.148'x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.148' x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148'x (5) Y4" x'/4' (5)1/4" x 3" into wood Titen into CMU %" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) 0.14 " x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.14 " x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.14 (8) Y4" x (8) 1/4' x "x 3" into wood Y4" Titen into CMU '/4" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 7)0.148' (7)0.148 1 x 3" in each end - (14) total n/a MTSM 16/20 11473.12 HTWM 16/20 6223.2 (7) 0.148'x (4)1/4" x'/4" (4)'/4" x 3" into wood Titen into CMU W Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 0.16 " x 2'h" or (14) 0.162" x 3Y2" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0.14 " x 1'h" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.148'x (3) 0.148'x 1'/2" into studs 1'/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0.14 "x 3'/4" 14" embed Notes: 1.) Al connectors manufactured by Simpson Strong -Tie or MITEK/USP 2.) Mono = monolithic concrete; stem = masonry stemwall or bond be 3.) Anchorage refers to threaded anchors with noted diameters and embedment (U.O.N.) m depths c C c a) DRAWN BY: DJM m c CHECKED BY FSS W TITLE: E GENERAL NOTES U) = SHEET: W r 0 04 S.1 U n o U U 0 Oct _0 W ca L I 1 >. ,z o Z LL1 Q o C E = Q o m U r� WLU N � W W W c W c' Z Z W -� O o U 0 - JOB NUMBER: 17-2044 COUNTY: DUVAL 'iM 'FMc C: NTS CD 0 _U) DO NOT SCALE THIS DRAWING RELEASE DATE: = 01-25-18 C c a) DRAWN BY: DJM m c CHECKED BY FSS W TITLE: E GENERAL NOTES U) = SHEET: W r 0 04 S.1 0 N M D SD -1 0 0 CV all I I I I EO 3'-1" CJ WIT STEMWALL 50'-0" 4" CONCRETE SLAB WITH 6x6 W1.4x1 A WWF OR m o FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL .......................................................................................................................................................:.: ........................................................................................................................................................ ........................................................................................................................................................ .......................................................................................................................................................... ........ .............................................................................. ......... ........................ ............... ............... 30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY SEE DETAIL "P" ON SD -1 0 00 12' OZ" 3' 8.. 18' 111.. I: I 0 En N m 2'-6" 50'-0" FOUNDATION PLAN = DENOTES TWO STORY """"""' FOOTING CONDITION CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T" ON SD -2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. V 00 N N M E J O LL U Lj � a) Z .= C O CJ) ui Y zp _ / U rTl N � W C = N rTl � 1 W Lu H � c~o Cn co � O l/j Vn/ N CD Z M� Li � N Q � F--: 00 C!) W J c::) O 00 FLORIDA C.A. NUMBER: 25846 m S�•°�� o 0.5079 2 a> o -o ; TrE OFAS l"As r•ue� o „Ihgnannu��►a�M 0 a> 01-25-18 FLOYD S. SIMPSON, PE E FL PE No. 50791 c OMMENTS: m a) 0) c C, U O a� .n 0 0 c a> m cn C m L C m 2) u m a N a) L f— N C CV C m N m CV Lam. a) N W h 01 25 18 M c ECHECKED BY: FSS L,J TITLE: 2, FOUNDATION PLAN S-2 �. Cj CL o U a) U 0 O -0 W C cp M N W � V T tZ O 7 W Q O1 m �. E O Q O = �y�M� W U v— WCID d. U) z N uj � W U W W U c Z W a, w p C J � a`� U CL a) JOB NUMBER: COUNTY: 17-2044 DUVAL Lu a' 1l4" = V-0"(U.O.N.) a) n DO NOT SCALE THIS DRAWING h 01 25 18 M c ECHECKED BY: FSS L,J TITLE: 2, FOUNDATION PLAN S-2 HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. FASTEN SHEATHING TO HEADER—` IN 3" GRID PATTERN AND FASTEN xz SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2Y" NAILS AT ° (2) MSTA30 STRAPS ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER----- — ° w/(2)ROWS OF0.131"x3Y"@3"O.C. " , V/////// 1�, MINIMUM (3) STUDS MINIMUM (3) STU - NOTE: SHEATHING ONLY SHOWN FOR MINIMUM Z16"—/NARROW WALL SECTION. RATED SHEATHING REMAINING SHEATHING NOT SHOWN FOR CLARITY. NAIL BLOCKING TOGETHER' w/ (3) EVENLY SPACED 0.131" x 3.4" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) %" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x Y6" STHD14 EMBEDDED STRAP PLATE WASHER ° �(OR HTT5 IF NOTED) d d II asJ,4 a � CONCRETE FOOTING L PER FOUNDATION PLAN a a � a d DETAIL - NARROW WALL METHOD 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf± H (2) 1 a'x 11 4' LVL FULL HEIGHT WALL SHEATHING CONT. (2) SPANS LSTA18 2 2x6 HEADER (2) 14"x 9 4" LVL 2J 2K 2J 1 K (2) 2x6 BUILT-UP HTT5 L/(2) JACKS LSTA18 POST (MIN.) HOLDOWN MIN, DTT2-Z HOLD m OWN III (4) 2x4 BUILT-UP III POST (MIN.) ........... SHEATH WALL WITH BM 1 _ =.41 IL MIN. 8" SHEATHING NAILED AS SW -6. .. (4) 2x6 BUILT-UP DTT2-Z HOLDOWN POST (MIN.) HTT5 HOLDOW III S HTT5 SD -3 HOLDOWN TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS HTT5 HOLDOWN ............... 4) 2x4 (POST (MIN.) IUP • (4) 2x4 BUILT-UP IIII `" (If a oPOST (MIN.) WITH 2x6 FRAMED WALL Y "' w co �:: DTT2-Z AT SILL II CV = ~ X 04 �I II (2) JACKS Z00 O v'I SII MIN. I u- � II HTT5 HOLDOWNrm II I l)��� • HTT5 IIII HOEDOWN Lmi SW -3 (4) 2x4 BUILT-UP POST (MIN.) • CONSTRUCT USING APA NARROW WALL" METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" C N S-3) (3) x6 BUILT-UPANCHOR BOLTS. POST (MIN.) @ 2470.C. ALIGNED WITH :::::::::.................. . T USS ABOVE. ........... HTT5 HOLDOWN BALLOON FRAME WALL--/ WITH 2x6 STUDS @ 8"O.C. 2 2x10 HEADER 2J 1K LSTA18 EACH END OF HEADER HTT5 HOLDOWN HTT5 HOLDOWN LSTA18 EACH END OF HEADER HTT5 HOLDOWN WALL LAYOUT -FIRST FLOOR €1 WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 h" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. s i • — — — — — — SW -3 SW -3 II v W � N j R SW II 2 2x10 HEADER 2 2x10 HERDER 2 2x10 HEADER Il R � w J ' SD3 ' II 2J 2K 2J 2K 2J 2KSD3 Y � 6"O.C. ON EDGES AND 12"O.C. H FLOYD S. SIMPSON, PE Q II N O = N II Q � Lut _ E m it II m O 0 Z rn U) 11 3"O.C. ON EDGES AND 12"O.C. LOU II ON INTERMEDIATE SUPPORTS. II o O Q w II U) 00 II w Lu 0 � rn 3 a�`� � II s II DETAILS "A" & "B" ON SHEET SD -2- U.O.N. . NOTE: WOOD FRAMED HEADER LEGEND: X it m II x OF HEADER \ EACH EXTERIOR POST SHALL BE TREATED Nil II 6x6 POST ON ABU66-Z POST BASE. STRAP ll ll f:. PO 3T TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP lI II OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) II II SEE DETAIL "U" ON SHEET SD -3 AN (3) 2x12 TREATED BEAM (3) 2x12 TREATED BEAM (3) 2x12 TREATED BEAM WALL LAYOUT -FIRST FLOOR €1 WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 h" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. s i • U y � T v W � N j Q(D N 3) n M E JO u- U s � w J ' � _ ' Z O c' 8d COM (0.131"x 2Y") NAILS @ o Y � 6"O.C. ON EDGES AND 12"O.C. H FLOYD S. SIMPSON, PE ON INTERMEDIATE SUPPORTS. rTl W N O = N SW -3 W � Lut _ E C/) C-) i o LU o - - 3 O 0 Z rn U) 11 3"O.C. ON EDGES AND 12"O.C. 4 W ON INTERMEDIATE SUPPORTS. HT1 CD CD O Q i = 2 U) 00 - COUNTY: DUVAL 0 � rn 3 a�`� O � d 1 s 00 `, I FLORIDA C.A. NUMBER: 25846 � COMMENTS cu c a O U O 0 HREADED ROD LEGEND:cu • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) .3 THREADED ROD FROM FOUNDATION TO UPPER FLOOR 4 DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) N a� O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE c .N SHEARWALL LEGEND: fl- = NON-BEARING WALL U U y 0 O = BEARING WALL Q(D N0.50� ' Z QTA � /OF SW -6 _c_- F— _ O = SHEARWALLS FASTENED WITH ' NA 8d COM (0.131"x 2Y") NAILS @ o L ENS' �nwamumu""01-25-18 6"O.C. ON EDGES AND 12"O.C. H FLOYD S. SIMPSON, PE ON INTERMEDIATE SUPPORTS. E FL PE No. 50791 � COMMENTS cu c a O U O 0 HREADED ROD LEGEND:cu • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) .3 THREADED ROD FROM FOUNDATION TO UPPER FLOOR 4 DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) N a� O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE c .N SHEARWALL LEGEND: fl- = NON-BEARING WALL U U 0 O = BEARING WALL co SW -6 _c_- F— _ O = SHEARWALLS FASTENED WITH >, 8d COM (0.131"x 2Y") NAILS @ o J 6"O.C. ON EDGES AND 12"O.C. H W ON INTERMEDIATE SUPPORTS. � m SW -3 cl. ■ _ E W O = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 Y") NAILS @ O 0 3"O.C. ON EDGES AND 12"O.C. 4 W ON INTERMEDIATE SUPPORTS. z Lu O co SBS = SHEATH BOTH SIDES OF WALL 2 AT INDICATED SHEARWALL COUNTY: DUVAL W NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND a�`� 01-25-18 SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER s DETAILS "A" & "B" ON SHEET SD -2- U.O.N. . Z WOOD FRAMED HEADER LEGEND: SIZE I m JOB NUMBER: OF HEADER \ Q' QUANTITY-/ 'QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BET -ER SYR. ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM (2) JACKS AN - (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHA_- BE INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) ll O u � = o U U U W m U F— Z a J H r a m cl. ■ cn W U W W c) Y Lu O o' 17-2044 COUNTY: DUVAL 114" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING F 01-25-18 DRAWN BY: DJM CHECKED BY: F SS TITLE: WALL LAYOUT FIRST FLOOR SHEET'. OVERHANG ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKI 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G D 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) EXTEND RAFTER PAST DIAGONAL 0.131"x 3" NAILS @ 8" O.C: STAGGERED ACROSS ALL INTERSECTING MEMBERS THROUGH TRUSS INTO RAFTER FROM OPPOSITE SIDES OF NOTCH RE -ENGINEERED TRUSS FARING WALL ELEVATION 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G WALL INEERED HIP TRUSS PLAN VIEW CORNER HIP RAFTER DETAIL V-8" OVERHANG 34" 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS PRE ENGINEERED TRUSS FARING WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL RE -ENGINEERED TRUSS G WALL SSP CLIP TOP AND BOTTOM@ 32" O.C. ANDY" x 4Y" SDS SCREWS INTO INTERSECTING FLOOR TRUSSES BELOW x Q U 0 U U) 0 O BALLOON FRAME WALL WITH 2x6 STUDS @ 8"O.C. U O 0 0 CV cn @) Z U mj _O O UM H O Lu dU o U)O Z C/) J Q 0 m o a �w J X m U d 0 U Q FULL HEIGHT WALL SHEATHING SSP CLIP TOP AND BOTTOM @ 32" O.C. AND%" x 4 �2" SDS SCREWS INTO FLOOR BEAM BELOW @ 32"O.C. 1) CS16 2E N no X 1-- O o \C/)mc.i z3:29 dQ 0, W N M QO Uu)26 0 Q- O cq O J U McoOJ 0 U - (3) 2x6 BUILT-UP POST (MIN.) C09 S TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS ADDITIONAL MTS12 AT BEAM ADDITIONAL MTS12- % III SW 3 SW 3 I I SW -3 SW -3 III AT BEAM III (2) 24 HEADER III R III 2J 2K III R SD 3 III III SD -3 IIIA 601 � III J J III III NOTE: III THIS OPEN PORCH CEILING REQUIRES A III XMINIMUM %" SHEATHING. FASTEN WITH 6d III M�� COM OR BOX NAILS AT 6"O.C. ON EDGES III AND 12"O.C. IN THE FIELD. VIII III III III ---------- ------ELM III (2) 2x12 PORCH BEAM (TYPICAL) NOTE: EACH BALCONY POST SHALL BE TREATED 44 POST STRAPPED TO FRAMING BELOW WITH MSTA36-Z STRAP. STRAP POST TO EACH BEAM ABOVE WITH (1) H6,Z CLIP WALL LAYOUT - SECOND FLOOR OR (1) MSTA24-Z. WALL FRAMING NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. U C � c CO CO W N � M E N = a J o L.L U Ld � E o c J a� z .S 0 0 .E 0- • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE Y Lu < � co -2 IrY'y, � THREADED ROD FROM FOUNDATION TO UPPER FLOOR � II I-11 CV W m v) m +z (D 0) c .N (V� " W 4 c .ffi o z rn U) ILL H SHEARWALL LEGEND:; � r - L � `1 �� 1 � O CV m U Q L icn� C N a FLORIDA C.A. NUMBER: 25846 rte -+p••,••••••••••••• jz co c s`7� 0 5 7 •a2 / C = .AN O %NAS E1G�,•� O •.nanmllM��•• O a`) 1 01-25-18 c I FLOYD S. SIMPSON, PE Cu FL PE No. 50791 c a a� Cu a) a a� a CD a c 0 0') a 0- • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE co -2 Cn W C N a FLORIDA C.A. NUMBER: 25846 rte -+p••,••••••••••••• jz co c s`7� 0 5 7 •a2 / C = .AN O %NAS E1G�,•� O •.nanmllM��•• O a`) 1 01-25-18 c I FLOYD S. SIMPSON, PE Cu FL PE No. 50791 c a a� Cu a) a a� QUANTITY) 'QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHA -L BE INSTALLED WITH MINIMUM (1) JACK ANC (1) KING STUD. (U.O.N.) ON a> N U c a a c co Cn HREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) Cn W THREADED ROD FROM FOUNDATION TO UPPER FLOOR �v DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) cn; m O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE .N a 0 H SHEARWALL LEGEND:; Q � 0 m U ~ = NON-BEARING WALL WW 0 O = BEARING WALL W W c� w SW -6 0 O = SHEARWALLS FASTENED WITH >, 8d COM (0.131"x 2Y") NAILS @ o 6"O.C. ON EDGES AND 12"O.C. COUNTY: DUVAL W 0 NOT SCALE THIS DRAWING ON INTERMEDIATE SUPPORTS. SW -3 _ E O o = SHEARWALLS FASTENED WITH o = 8d COM (0.131"x 2Y") NAILS @ 3"O.C. ON EDGES AND 12"O.C. .N Q ON INTERMEDIATE SUPPORTS. Z SBS = SHEATH BOTH SIDES OF WALL a) Cn AT INDICATED SHEARWALL W NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND a� SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -2- U.O.N. Z WOOD FRAMED HEADER LEGEND:.- a� SIZEI C JOB NUMBER: OF HEADER \ c' QUANTITY) 'QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHA -L BE INSTALLED WITH MINIMUM (1) JACK ANC (1) KING STUD. (U.O.N.) ON a> N U c DRAWN BY DJM a� CHECKED BY: FSS W TITLE: 2 WALL LAYOUT SECOND FLOOR = SHEET. ao 0 N U U U Q W m U_ a H Q � m r— ~ r WW U W W w 0 17-2044 COUNTY: DUVAL 1/4" = 1'-0" (U.0.N.) 0 NOT SCALE THIS DRAWING 01-25-18 DRAWN BY DJM a� CHECKED BY: FSS W TITLE: 2 WALL LAYOUT SECOND FLOOR = SHEET. ao 0 N J04 J04 J-03 HTS24 HTS24 2x10 LEDGER WITH (3) a"x 3 2' SDS SCREWS INTO EACH TRUSS END VERTICAL FfS24 2 HTS24 AT BEAM F10 0 u - F03 2x10 TREATED JOISTS @ 16"O.C. (TAPER UP TO '"FOR DRAINAGE) ROOF ROOF TRPSS &FLOOR LAYOUT I LUS210-Z HANGER (TYPICAL) 2x10 TREATED LEDGER WITH (2) 3"x 3" SDS SCREWS INTO EACH STUD OR INTERSECTING TRUSS WEB (16" O.C. MAX.) NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 HTS24 c CL ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. BEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS BEAM -1 (2)1 4"x 11 d" 2.0E LVL BEAM -2 (2) 1 4"x 20" 2.0E LVL BEAM -3 (2) 1 4"X 20" 2.0E LVL U c ai c j' l v c CL 00 u')w uu ^ cli N O M E J O LL U = w _c' J � O U 0 O C Z O c' U An E j Lu Y U o Q r_\ w o = m w � V 2 CZ U) � CL m CD � N LU �t o U_ 2: a) U) w >, SZ [� O O Q 7 LQ (B 09 0 o J 0') Q 5W O a -a O r" FLORIDA C.A. NUMBER: 25846 0 `I 0s. o •' f Cc : Q c * 791 > ' 0 _ t ,�OE OF. � "'� '•o R i D P.•' "• IQs,, a� FLOYD S. SIMPSON, PE FL PE No. 50791 � OMMENTS cu C O I_ - C' DRAWN BY: O DJM c CHECKED BY: FS w TITLE: En ROOF TRUSS AND FLOOR LAYOUT = SHEET: 00 0 N CL o U U 0 Q W c m U_ >, SZ O 7 LQ (B 5W O O O M En W v , Lu U W T W W W U c Z w w O C J � U d m J013 NUMBER COUNTY. 17-2044 DUVAL LU 2' 1/4" = 1'-0" (U.O.N.) m U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-25-18 U C C' DRAWN BY: O DJM c CHECKED BY: FS w TITLE: En ROOF TRUSS AND FLOOR LAYOUT = SHEET: 00 0 N HTS24 HTS24 ROOF TRUSS LAYOUT- UPPER LEVEL MTS12 LA NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT B01 MTS12 MTS12 C01 H2.5T HTS24 OR SDWC 15600 C09 H2.5T HTS24 OR SDWC 15600 ALL TRUSSES H2.5T H2.5T H2.5T U.O.N. OR OR OR SDWC 15600 SDWC 15600 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U C c U) 0 CL x Q) 0 in L 0 L 3r a 0 00 LO N N M E J O LA- U W C� Z .0 CO w !�"- cm a N O = It N Lu Cn M _v oco � N W �t Z O H rn UJ Ll- C=) iC=) � N ¢ C.0 U) Oq o `r J O O r �- 00 FLORIDA C.A. NUMBER: 25846 0 rliNiiiln�' <' o `*' No. 5a�s7 `u ' r r„ FLOYD S. SIMPSON, PE E FL PE No. 50791 L 0 c ca ui ca a� u �m c f2 L a� a) c 0 U U CL o = C V 0 a W m L 7. Q O Z M W01 Q E o a = m o r W d' W '0 W ui W W Lu w o U 17-2044 DUVAL w a' 1/4" = V-0" (U.O.N.) 0 DO NOT SCALE THIS DRAWING RELEASE DATE: = 01-25-18 c a`- DRAWN BY: m DJM c CHECKED BY: FS W TITLE: ROOF TRUSS UPPER LEVEL = SHEET: 00 OS�6 N BRICK VENEER WITH 1" AIRSPACE AND WALL TIES U c v c � ep BRICK VENEER WITH 1" AIR SPACE W �.l N CONT. FLASHING; PROVIDE WEEP AND WALL TIES E HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING N = w � J .L SILL PLATE CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. CONCRETE SLAB Eo 4�= > c p GROUT AIR SPACE BELOW FLASHING L o U) w Y 0 CONCRETE SLAB SILL PLATE " F- AN I r E nI - z W o CONCRETE SLAB GRADE \i I \\/\\/\\�\/\\j�\//\\j�\ BEARING POST (AS NOTED) GRADE /\\/\\ \\ /\ �1) #5 CONT. �- _ — a \. /" GRADE \//\ \ \//\//\//\�/ I I CONCRETE SLAB \\//\\�/j\ \\ \\�/��/ � r ..! 1 #5 CONT. ° ' \\ \ \ \\ \\ \ O CONCRETE SLAB CONCRETE SLAB Q ~ ZD co ° �i8" CMU STEMWALL WITH (1) #4 @ 48"O.C. "' -----=--4—• coNo \ \ AND IN EACH CORNER. o z / / \ CD _ �/\ \ \ I; < //\\//\\//\\ ADD 8" x 16"CMU TO INSIDE OF - GRADE a° ° u °d \ \ \ \ \\ ° //\//\//\�/ ---d-a— ; o -----=--- w �r CELL SOLID AT EACH #4 REBAR. - \\/ \ \ HOOK REBAR 12" INTO SLAB AND 6"INTO /�\\ ' i° y _ //\ `- \,o ° / /\//\//\ STEMWALL AT POST LOCATION WITH �- '/'i ° s , • /j /\\\/ O\r i j / /, 1 #4 VERTICAL IN EACH `/ / /, o o - ----'-i\ o \ A ¢ ~ \\ r\% o ' �/ \\�\\ o /,\/\ h s°\/\/ � z o 4 v /\//\//. \ �// \//\\//\\ \///�// \\\ \\/�\ \\ \\ \\ \\ \\ \\\ \\ /// /// // �/ /' \ _ /i \ ' : /\\/, z \/\ \\/\ \ \ , ; .. ° a , /, FOOTING. //\\//\\/ \///\///�// % \/j/\\/�/\ �\\///\//� \\ j , /\ /\ in c�� o 6„ 5 1' 5" ONE STORY 3 #5 CONT. \ \\\\\\\\\\\\ //,//'/ AS NOT ,\ (AS NOTED) REINFORCEMENT (AS NOTED) REINFORCEMENT (AS NOTED) \ r, r� /i\//./i / NOTED) REINFORCEMENT NOTED) 0 1�� Q j 0000 1'-8" ONE STORY 2 #5 CONT. .D 1' 0" (1) #5 CONT. (AS (AS 1'-8" TWO STORY - (3) #5 CONT. 1' 9" TWO STORY - (3) #5 CONT. T N J p� O SECTION STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING Q 00 A - SD -1 NOTE: IF STEMWALL SD -1 c� SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o a� c cn FLORIDA C.A. NUMBER: 25846 SILL PLATE PA51 STRAP NAILED TO GARAGE DOOR POST. BEND STRAP INTO STHD14 STRAP NAILED TO FOOTING AS SHOWN. 3" MAXIMUM OVERHANG (OPTIONAL) CONCRETE SLAB o c- ��NwttN+�+�ltN�1�Iblfy o _ GARAGE DOOR POST. .`` © /f' .� •/�/S; CONCRETE SLAB x < SILL PLATE o ,;� CL ? EMBED STRAP INTO FOOTING C CONCRETE SLAB �%$/� . �•° ;o• LSC •.•� y-� �` C14 a AS SHOWN. uj 9 c r .• ;•Q N \ \ \\ \\ Z \ \\/\/\� / / / CONCRETE SLAB #4 WITH 6" HOOK INTO FOOTING z o U' w 12" MINIMUM j \\\\\\/\\� /\\ \/\\/\\ CURB HEIGHT VARIES ��Ir N 99 °•� q "__ •+ \\\\� 00 GRADE z AND BENT INTO THICKENED EDGE. o v� //\ \ (1) #5 CONT. y -a �T� =, •. OF �• GRADE (1)#5 CONT. ° -a-_�_ GRADE / GRADE \\j\\/\\\\/>„ q, /�///\//\ \'8" CMU STEMWALL WITH (1) #4 @ 48"O.C. //�� A ,o <r \ \�/AND IN EACH CORNER.qFILL �� °8 d CMU STEMWALL WITH (1) #4 @ 48"O.C. \AND IN EACH CORNER. /\,t+•,��0 /i\�� \ \ \ ,,/\/ /\ \/\ /\ /, E o •*••,•�``�. "•,• ,"r"�%• `t; ��•` CELL SOLID AT EACH #4 REBAR. o z %;\jam\j\j�°\ \F -41a y ° d d ., .� FILL CELL SOLID AT EACH #4 REBAR. °, \� i\i onHOOK REBAR 12" INTO SLAB AND 6"INTO \\/\\/ ' � %\\ \ \ /\ _____° °= _I < \/\/\ /<GRADE '� = _ - = - _ _ a //\//\//' \///`% \\/\\/\ / \//\// HOOK REBAR 16" INTO PORCH SLAB \ \ \\ AND 6' INTO FOOTING. 8 (1) #4 CONT. �\ co FLOYD S. SIMPSON, PE \ \\ \\ \\ FOOTING. \ \ \ \/\\/\\' / \\\ d g a . / / / ,•< ° =___� ° • \\ \/\\/\\/\\ . //\\//\\/ \// j\\ \\/\\j\\\/ \ E C FL PE No. 50791 COMMENTS: is A4.< \\//\\//\\//\\//;\ \\�\\�\\`\\/ \\\\\i\�j��j��j�\\� NOTE: 1' 8" ONE STORY - (2) #5 CONT. V-0" ONE STORY 2 #5 CONT. 1' g„ TWO STORY (3) #5 CONT. 1' 4" TWO STORY (2) #5 CONT. //\//\//\//\//\//\//\ `\.\�\\�\\/\\/\\/\ 6 Mev. /'�/%/%/ /\\/\\/\\�\\ REINFORCEMENT IS NOT REQUIRED „ 1-8 (2) #5 CONT. a, * *ALTERNATE; INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA 51 STRAP OR STHD14 STRAP SEE DETAIL R ON SHEET SD -1)* * ( TO PASS THROUGH SLOTS IN STRAP. 03 SECTION STEMWALL SECTION - MONOLITHIC F DETAIL - A51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN B - SD 1 NOTE: IF STEMWALL SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 0 SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT HEIGHT EXCEEDS 48" CONTACT SD -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. m a) 0 F_ SHOWER AREA r — ; SHOWER AREA — I MONOLITHIC FOOTING cm BRICK VENEER WITH 1"AIRSPACE c AND WALL TIES 8" CMU STEMWALL FO .M EDGE CONT. FLASHING; PROVIDE WEEP PLA VIEW PLAN VIEW HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE cn SILL PLATE AND WALL TIES cu a� a SILL PLATE °cn' (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C' GROUT AIR SPACE BELOW FLASHING 6" MIN. 1 #4 CONT. () SILL PLATE (2) MSTAM36-Z STRAPS cn o� JOINT FILLER Q SILL PLATE CONCRETE SLAB HEIGHT OF CURB VARIES Q CONCRETE SLAB a cn NAIL EACH STRAP TO CRIPPLE STUD a WITH (13)10d COM NAILS N 6" MIN, CONCRETE SLAB N (1) #4 CONT. 000 - - 00 FASTEN STRAP TO FOUNDATION ui �--� -- a -=- HEIGHT OF CURB VARIES (8"MAX.) co GRADE CONCRETE SLAB • ? 6" MIN. HEIGHT OF CURB VARIES 8 ( MAX.)) = GRADE \ \\ \\ \\ / \//\//\ / /\\ \/\\/\\ WALL WITH (8)%" x 2%" CONCRETE SCREWS o Q 3 .- INTO MASONRY OR 8 �" x 1 /a' CONCRETE `° GRADE \ \� j�� /\\//\\�/\\/ CONCRETE SLAB \\//\\\///�� v SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE POWERS TAPPER" WITH a, /\\j/\\j/\ \r8" CMU STEMWALL WITH (1) #4 @ 48"O.C. ^-'°----- ADE \ / \ \ \ \/\/\/ / / /—_ ad #5 CONT. GRADE \\/\\j \\\\/� #4 48"O.C. z - PERMA SEAL FINISH OR EQUAL. ca _0 AND IN EACH CORNER. _ // //\// < \//\\/j FILL CELL SOLID AT EACH #4 REBAR.CD //�//\// H.. ° \/\\ \\ z_ �j ` j/ j 8" CMU STEMWALL WITH (1) @ \ / /\\�\\�\\ AND IN EACH CORNER, STRAP SHALL BE COVERED WITH SIDING OR r \\ \\\\\ ,�\\/ ,, 'o ,.m ,r y\\/ . // HOOK REBAR 12" INTO UPPER COURSE OF _ o \/ \// O @ o j\ , / \//\ 8 CMU STEMWALL WITH 1 #4 48"O.C. / / / d / / j \//\\/j AND IN EACH CORNER. '.\\j\\\j • ° /\\\/> / // // FILL CELL SOLID AT EACH #4 REBAR. o _ \\ \\/\\� - STUCCO \. \\//\\� \ \ \\ \\ \\ \\ BLOCKS AND 6" INTO FOOTING. \/ // // // / //\�/\//\-\\ \, \/\/\ \/\/\/ \ \ \\�\\ / /\ \. �\ / FILL CELL SOLID AT EACH #4 REBAR. / / / / %\/\/ . \\/� // // // / // // // �/ /j�/ HOOK REBAR 16" INTO PORCH SLAB AND \ \ \\ // 6" INTO FOOTING. °� NOTE: L V 6�\\ \\,/\\ \��\, \\\/\\/\�% / / / / HOOK REBAR 12" INTO SLAB AND 6" INTO \\i,� //\\j//// //\\/\\\' �, //\\ \\//\\/\\j\\ /\/\\/ \�\\/\ THIS DETAIL MAY BE SUBSTITUTED FOR / 0 a V 1'-5" ONE STORY 3 #5 CONT. FOOTING. \\\, \\ , \ , \ \\,\ 6" \// EITHER THE PA51 STRAP (STEMWALL) OR a 1'-8" ONE STORY - (2) #5 CONT. 1' 9" TWO STORY (3) #5 CONT. V-8" 1' 0" ONE STORY 2 #5 CONT. ONE STORY 2 #5 CONT. 1'-4" TWO STORY 2 #5 CONT.V-8" () (2) #5 CONT. THE STHD14 STRAP (MONOLITHIC). _ 1'_8" TWO STORY - (3) #5 CONT. V-8" TWO STORY - (3) #5 CONT. c W SECTION STEMWALL AT GARAGE WITH BRICK SECTION -MONOLITHIC AT GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR cu m C - SD -1 NOTE: IF STEMWALL SD 1 NOTE: IF STEMWALL EXCEEDS 48" o v SD 1 NOTE: IF HEIGHT EXCEEDS 48" 48" T SD 1 STHD14 STRAP ENGINEERALL FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADGHT DITIONAL T ONAE REQUIREMENTSEDS ENGINEER FOR ADGHT DITIONAL T ONAL REQUIREMENTST Z a W 0 E O = a m SILL PLATE o �, cnQ U U) uj W (1) #5 CONT. NOTE: > 0 W W FILL JOINT WITH ELASTOMERIC SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) � W W JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH Y CONCRETE SLAB < SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST U �u SILL PLATE SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) �, w 3 N ABU_ POST BASE WITH PAVERS BY OTHERS ( U CL \\\\\\\/ 6" MIN. HEIGHT OF CURB VARIES 8" \ j y / / ( MAX.)) CONCRETE SLAB URB HEIGHT VARIES $" GALV. ANCHOR EMBEDDED 12" (SET XP ADHESIVE) a, OB NUMBER: couNTv:DUVAL GRADE / \//\\//\\ co GRADE CONCRETE SLAB \ \/\/ CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW ELASTOMERIC CUT AT DENOTED o w 1'-O U.Q.N. ( ) 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. �- ___ FILLER LOCATIONS. DO NOT SCALE THIS DRAWING RELEASEDATE:- 01-25-18 > / AND IN EACH CORNER. CD a FILL CELL SOLID AT EACH #4 REBAR. o z \4 N\111 j1\ j d .. % y�� - '��//j//j4, ° �° s//\\//�\% ` W \—--'-- \ /\ /\� ' _ s° / 8' TALL, 12" SQUARE GROUTED \ • �\ \ HOOK REBAR 12" INTO UPPER COURSE e- /\//\// • • , . �,/\\�/. r \\ OF BLOCKS AND 6" INTO FOOTING. / \, \\\i\°' '� \\\\/ /\\ \\ a' • \\ \`/\\/ s Q ) a ,/ s r: c CMU OR CAST -IN-PLACE CONCRETE c o' DRAWN BY: DJM \j�\j j\\/�\\ /�\�/\\� //' 1'-0" a ' PEDESTAL ON 24"X 24"X 12" PAD FOOTING WITH 2 #5 EACH WAY ( ) � = CD CHECKED BY: ONE STORY 2 #5 CONT. 1' 8" ONE STORY (2) #5 CONT. 1'_4° TWO STORY (2) #5 CONT. 14' ONE STORY - (2 #5 CONT. 1'-4" ONE STORY 2 #5 CONT. CONCRETE SLAB 2'-0" Lc FSS TITLE: 1 _g TWO STORY (3) #5 CONT. 1-8" TWO STORY - (3) #5 CONT. 1' 8" TWO STORY (3) #5 CONT. FOUNDATION DETAILS U) D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION -INT INTERIOR SD -1 BEARING J SECTION - BEARING STEPDOWN T SECTION -TYPICAL SAW -CUT CONTROL JOINT SD -1 DETAIL -PAD FOOTING AT PAVERS00 = 0 N U SHEET: SD�l SD 1 NOTE: IF STEMW/',LL HEIGHT EXCEEDS 48" CONTACT SD- I SD -1 ENGINEEP FOR ADDITIONAL REQUIREMENTS. U c •• (TYPICAL DOUBLE PLATE SPLICE) �+ 48" MINIMUM SPLICE LENGTH c o0 MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT Q, to (16) 0.131 "x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) N � � � � (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL c NAIL EACH PLY OF KING AND JACK STUDS TOGETHER A PLATES WITH 0.131"x 3" NAILS @ 8"O.C. JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3%" NAILS @ 6"O.C. STAGGERED STAGGERED -'- (TYPICAL) � I DOUBLE PLATE THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO DOUBLE PLATE JACKS AND KING STUDS 6" OF SPLICE IN LOWER PLATE I ON SPLICE IN PLATE OR THREADED ROD JACK STUD AND KING CONNECTION 8" MAX. 6" MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12" ON EACH SIDE OF STUD REQUIREMENTS (AS NOTED) THAN 6" FROM SPLICE - ADD JOINT. 6" MAX. (SEE WALL LAYOUT) ' (SEE DETAIL "G" ON SD 2) HEADER (AS NOTED) SSP AT SPLICE. I HEADER MSTA36 STRAP CENTERED ON CHANGE IN 2x_ BLOCKING (TYPICAL) NAILS AS NOTED At ,I PLATE HEIGHT IN TABLE 3) 0.131"x 3%" TOENAILS AT EACH END (TYPICAL) JACK STUD u ( I NAIL EACH SILL PLY TO KING STUD KING STUDS WITH (3) 0.131N 3Y4" NAILS - TOENAIL 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL (TYPICAL) NAIL EACH PLATE TO JACK STUD \ I OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: I; WITH (3) 0.131"x 3Y4" NAILS - TOENAIL STUD WITH (3) 0.131"x 3Y4" NAILS MINIMUM 1 Y" NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK II OR ENDNAIL (TYPICAL) INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9Y" LVL (5) NAILS PER PLY 11 %" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY Lu ✓ 1 STUD SIZE ENDNAIL TOENAIL 2x4 N M E O ;; II II ;I (3) J O u- U = (4) (5) L J O E o "4" MIN.; " u -`� I' " u > c z O c' N E 12" MAX. ANCHOR BOLT AS REQUIRED INSTALLED VERTICALLY. Q (SEE DETAIL "DD" ON SD -3) W o = rTl Lu w cn � j./, 4 CONNECTION / Q (n M -� � (SFE DETAIL "G" ON SD -2) �� o � N w STUD (BEYOND) SHALL BE ANCHORED BY THREADED �f !; (TYPICAL) II < v II (2) 2x_ SILL "- Q N 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) SHEATHING MAY CANTILEVER UP TO 0_ o°Oo (SEE WALL LAYOUT) 2" MAXIMUM PAST SUPPORTS. ALL 3 0 - WINDOW ATTACHMENTS MUST BE C p a' ANCHORED INTO 2x_ MEMBERS. 0- a DOUBLE SILL REQUIRED WHERE OPENING - v WIDTH EXCEEDS DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION T I THREADED ROD ASSEMBLY AT D c l NOTED SPACING (SEE DETAIL "DD" ON SD -3) SD -2 SD -2 0 I 2x TREATED SYP SILL PLATE " JOINT IN SILL PLATE I APPLY SHEATHING HORIZONTALLY FOR STUCCON APPLICATIONS EXCEPT THAT 7/ 16" STRUCTURAL 1 -� FLORIDA C.A. NUMBER: 25846 STUD TO PLATE NAILING STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) ;; II II ;I (3) RATED OR 15/ 32" RATED SHEATHING MAY BE 2x8 (4) (5) 2x10 II I; II I. II II II II II ;I II " " " "4" MIN.; " u -`� I' " u NAILING AT STUD 12" MAX. ANCHOR BOLT AS REQUIRED INSTALLED VERTICALLY. (SEE DETAIL "DD" ON SD -3) TYPICAL STUD TO SILL PLATE TO DOUBLE PLATE NOTE: CONNECTION F THREADED ROD ASSEMBLY SILL PLATES ON EXTERIOR WALLS (SFE DETAIL "G" ON SD -2) STUD (BEYOND) SHALL BE ANCHORED BY THREADED SD -2 BUILT-UP CORNER POST RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO NAILING AT STUD MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR --- NOT REQUIRED TO SILL PLATE s 3 /6"x 6 /a" NAIL EACH PLY WITH 0.131"x 3%" , SIMPSON TITEN HD ROD COUPLER NAILS @ TO.C. STAGGERED ` STUD TO PLATE NAILING STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) 0 Nnnnuun�l�h��h�,i cu s 5�% • s*: 99 0 - cu 1 �0 ATE OF N�N 0 -- * ALL NAILS NOTED ARE 0.131"x 3%" c 01-25-18 c FLOYD S. SIMPSON, PE C DETAIL - TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION > FL PE No. 50791 �' COMMENTS: 2x SPF #2 STUDS @ 16"O.C. i� SD -2 2x SPF #2 STUDS @ 16"O.C. SD -2 c THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL QUICK TIE AT NOTED SPACING @ 24"O,C. OR a'x 3 a' TAPCON 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3i4" ENDNAILS AT TRUSS a JSILL PLATE (BELOW) SCREW @ 32"O.C. �— ROOF COVERING (BY OTHERS) /-2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 0 HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES a CORNICE DETAIL o (2) ROWS OF 0.131 "x 3 )/4"` (BY OTHERS) / H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C. UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR / 2x4 LOOKOUTS @ 48"O.C. FOR2x4 LOOKOUTS @ 48"O.C. STAGGERED (TYPICAL) EASED I o OVERHANG FOR OVERHANG ROOF SHEATHING (AS NOTED) ROOF SHEATHING �� METAL CONNECTOR OR METAL CONNECTOR / \ U) / (AS NOTED) BLOCKING REQUIRED (AS NOTED) 2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FRAMED WALL SIMPSON SDWC 15600 SCREW / 15 (AS NOTED) r, �6' OR y32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF c`v LOOKOUTS 2x4 SYP BLOCKING I SILL PLATE (BELOW) @ 32"O.C. - U.O.N.�� %2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF -0 BETWEEN LOOKOUTS 2x4 CORNER FRAMING FULL /32" RATED SHEATHING, EXPOSURE I METAL ROOF BALLOON FRAMED DOUBLE PLATE DOUBLE PLATE HEIGHT STUDS _ AS NOTED FASTEN WITH 0.113" x 2 %" RING SHANK STUDS vi BALLOON FRAMED STUDS (AS NOTED) ( ) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. DOUBLE PLATE � „ SHEATHING (AS NOTED) � SINGLE PLATE NAIL TO TRUSS NAILED WITH (4) 0.131"x 3/a NAILS TO SIMPSON SDWC 15450 SCREW GYPSUM BOARD INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. - U.O.N. CONNECTOR AT EACH TRUSS o BOTTOM CHORD WITH 0.131" x 3%" '�''I NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 EXTERIOR SHEATHING SHALL BE SHALL BE NAILED TO THIS SPACE SPACING (48" O.C. MAXIMUM) SILL PLATE (SEE TRUSS SYP # CONNECTION SCHEDULE) UPPER PLY OF DOUBLE 2X4 CORNER FRAMING FULL 2x TREATED SYP #2 r () _ DOUBLE PLATE (U.O.N.) a) NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. ANCHOR BOLTS AT NOTED HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) — — — — — — 6"O;C. WITH 0.131" x 2Y" WITH 0.131"x 2Y" NAILS. ---(2) ROWS OF 0.131"x 3�" �+ '� �..'H j GYPSUM BOARD c AILS _ _ _ _ _ L (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12"O.C. — , a) (U.O.N. ON WALL LAYOUT) SHEARWALL UPLIFT (ROOF) - SCREWS /6' RATED SHEATHING, EXPOSURE I. -ate FASTEN WITH 0.131" x 2Y" NAILS @ 6"O.C. ON -0 H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END IGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL EDGES AND EDGES ON INTERMEDIATE SUPPORTS. (U.O.N.) cn ( , (BLOCK ALL EDGES) SEE "F" ON SD -2 � sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD -2 INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH sD 2 sD 2 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLATE c 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3/44" ENDNAILS AT TRUSS ROOF COVERING (BY OTHERS) 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM NOTE: ROOF TRUSSES , BOARD WITH 0.131"x 3%" NAILS @ 6"O.C. s ALL MEMBERS SHALL BE #2 SYP. CORNICE DETAIL ) 2%2" RATED STURD-I-FLOOR (T&G) SHEATHING NUT & 3"x 3"x Y4" WASHER NAIL BRACE TO BLOCKING WITH (5) 0.131'x 3/a" (3) 0.131"x 3 ' TOENAILS AT EACH LOOKOUT (BY OTHERS) / ) GLUED AND NAILED. FASTEN WITH 0.131" x 2Y" RING () (SEE THREADED ROD ASSEMBLY DETAILS.) NAILS Tb TOP CHORD OF TRUSS. 12" LONG 2x_ SCAB (MATCH BOTTOM 2x6 BLOCKING ETWEEN TRUSSES WITH SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE (3) 0.131"x 3Y4" AILS EACH END 2x4 BLOCKING REQUIRED BETWEEN / FIELD. n V CHORD) WITH %" SPACERS NAIL w/ (3) 0.131"x LOOKOUTS I FLOOR JOIST (I -JOIST SHOWN, SAWN 0 _ 3" NAILS ROOF SHEATHING (AS NOTED) 2x_ BARGE RAFTER / \ I DI3 FOR OPEN WEB TRUSS) Z ON o Q BOTTOM CHORD OF GABLE END TRUSS x/ coca Wm FASCIA BY OTHER',) X16" OR'%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF GYPSUM BOARD THREADED ROD ASSEMBLY I I I ( _ / %%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF RIM BOARD V I I I 2x4 LOOKOUTS @ 48"O.C. ly32" RATED SHEATHING, EXPOSURE I - METAL ROOF I �--- SECTION A -A 3 I I \ I I I � FASTEN WITH 0.113" x 2 /s" RING SHANK NAIL JOIST TO PLATE WITH (2) 0.131"x 3Ya" TOENAILS � W Q I I (\�®�\� I I I I H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. _ J LOOKOUT GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) c m H3 OR EQUAL AT EACH LOOKOUT I I I I �I I I I CONNECTOR AT EACH TRUSS ' TOENAIL RIM BOARD TO PLATE WITH E 0 2x4 LOOKOUTS 48"O.C. FOR I I I I �\ I D TRUSS DROP GABLE (SEE TRUSS CONNECTION SCHEDULE) 0.131"x 3Y4" NAILS 8"O.C. o = r m @ II I) \� II GABLE EN US ( ) @ � � OVERHANG (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) THREADED COUPLING AS REQUIRED cn Q ROOF SHEATHING (AS NOTED) �� 2x6 BRACE SPACED @ 48"O.C. UNLESS GYPSUM BOARD Z ' I I I I I OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD U)N uj TOP CHORD OF GABLE END TRUSS I I I I I I I I 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2 L1.1 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) y, U VERTICAL WEB OF GABLE END I I I I \ I ADD 2x4 T -BRACE NAILED @ TO.C.WITH , /s" RATED SHEATHING, EXPOSURE I. O L1J W >- TRUSS i I I I Vis' RATED SHEATHING, EXPOSURE I. - W W I 0.131"x 2Y" NAILS IF BRACE LENGTH FASTEN WITH 0.131" x 2Y" NAILS @ 6"O.C. ON U I EXCEEDS 9'-0". FASTEN WITH 0.131" x MY NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N. NUT & 3"x 3"x Ya" WASHER I I I I I �\ EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) )uj \\ (BLOCK ALL EDGES) SEE "F" ON SD -2 I I h I (BLOCK ALL EDGES) SEE "F" ON SD -2 c; w p A 12" LONG SCAB MATCH BOTTOM I I I I I I I THREADED ROD ASSEMBLY AT c J � ( I I I I I I �\ THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD -3) CHORD) WITH 22" SPACERS I LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. NOTED SPACING (SEE DETAIL "DD" ON SD -3) NOTE: JOB NUMBER: COUNTY: �' 17-2044 DUVAL `-�—BOTTOM CHORD OF GABLE ENDNOTE: SILL PLATES ON EXTERIOR WALLS w TRUSS SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED 2 %" = l'-0" (U.O.N.) 2 2x_ DOUBLE PLATE _ SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL _(n DO NOT SCALE THIS DRAWING A () RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN = RELEASE DATE: THREADED ROD ASSEMBLY �� SEE DETAIL "M" ON SD -2 ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) 01 25 18 V WHERE THREADED RODS MAXIMUM 48"O.C. SPACING (U.O.N.) GBC CLIP- (2) REQUIRED AT EACH BRACE ARE SPECIFIED. 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS SEE DETAIL "DD" ON SD -3 � 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS �' 2x—STUDS ; . TOENAIL BOTTOM CHORD OF TRUSS TO INSET WALLY" SEE DETAIL "DD" ON SD -3 INSET WALL ( ) � DRAWN BY: I DOUBLE PLATE WITH 0.131 "x 3'/a" NAILS %" THREADED ROD ASSEMBLY FOR STUCCO ( ) FOR STUCCO DJM @ 8"O.C. (AS NOTED) APPLICATIONS APPLICATIONS CHECKED BY: FS THREADED ROD NC T SHOWN FOR CLARITY ;I< ;I< w TITLE: ---�—_ GYPSUM BOARD Cl 11 ING w'—�—SEE FOUNDATION DETAILS ;w' SEE FOUNDATION DETAILS 21 SECTIONS AND DETAILS 2x4 DRYWALL BAC ING INSTALLED � (1 of 2) CONTINUOUSLY BE rWEEN BRACES M SECTI rJN -PLATFORM FRAMED GABLE END N SECTION -GABLE END WALL DIAGONAL B WING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL ti SHEET: SD 2 SD -2 SD -2 SD -2 0SD�2 O END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" I 100" TO 158" 146" TO 232" 127" TO 201" c INSTAI L DSP CLIP O.0l MSTA24 STRAP LOOPED OVER MAXIMUM SPACING G 32" . ) '� DOUBLE PLATE NAILED WITH (U.O.N. 6) 10d x 1 %" NAILS INTO EACH CD w SIDE OF STUD I =_ INSTALL MSTA24 STRAP LOOPED OVERc' N ,zx�i - L1J 1 ?� N —DOUBLE PLATE 12" MAX. DOUBLE PLATE. NAIL TO CRIPPLE ON ch 1 EACH SIDE WITH (6) 0.131" x 1 %" NAILS. U- o EXTERIOR BEAM (AS NOTED) cn ' 6' WALL STUDS DOUBLE PLATE I I v J j a> NOTCH BEAM AS REQUIRED TO I I O c' FIT BENEATH DOUBLE PLATE I I I STRAP CRIPPLE TO HEADER WITH 0 Y 0) cn BEAM BEARS ON (2) 2x_ JACKS I I LSTA18 STRAP 7t cn / Q a) (TYPICAL - U.O.N.) I I w C _Ln = LTT20 (U.O.N.) I ( I I = W N SILL PLATE CONDITION: 1 (NOTCHED BEAM) i I cn Icn ~ LZ I I ICO m a'0� co c' UJ v RATED ROOF SHEATHING _ % z CD 2x_ L -BRACE NAILED TO r-c~n L o 4 =)I --7---I7_---- oN I l nI I------ n_i _n______n______rl______Tr____IWITH 0.131"x 3" NAILS 6"O.C. NAIL SHEATHING TO DOUBLE PLATE WITH 1 I I I I THREADED ROD ASSEMBLY I I I I I I I I I THREADED ROD ASSEMBLY _ i II li ii II II i ii li II ii i o OqVERTICAL WEB IN GABLE END (2ROWS OF 0.131"x MNAILS @ 6"O.C. U) AIL SHEATHING ALONG BOTTOM OF NOTE: NOTE:TRUSSCD w H..HEADER @ 3O.C. THREADED ROD ASSEMBLY I I I I I I I THREADED ROD ASSEMBLY O Q I II I I I I cu 2x— LOOKOUTS AT 48"O.C. NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE 00INSTALL DSP CLIPS @ 24" O.C. OR a I I I I I I I DOOR OPENINGS. I I I I I I I I DOOR OPENINGS. ` w SPH_ @ 32"O.C. I I I I I I I I I I I I I I I I I II II II II I li ii II II cu LOM (AS NOTED) I IIII IIII IIII I 16" OR 24" 0. . IIIZ (2) MSTAM24 STRAPS FASTENED TO J. w SPACING (SEE TABLE DOUBLE PLATE I lIiI IIII o 71 STUDS AND FACE OF FOUNDATION a� SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE c cn BEAM BEARS ON (2) 2x_ JACKS ° FLORIDA C.A. NUMBER: 25846 NOTE: (TYPICAL - U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED -0 WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH a ° ° J CONDITION: 2 outiliiui OVER DIAGONALS. a . (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION ALTERNATE o �`,, ��Q �"�N�•�rP��� .•�� *e P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS o = *' ' So7s1 yY SD -3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED D 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED _c-_SUTA E g :[�ff E '-s X1_ I" IDP :•• ��C,`/,.`, 10 ALTERNATE ANCHOR: �,�NG�°����`��� %" x 6" TITEN HD UPLIFT CONNECTOR AS NOTED \ _ --- TRUSS (AS NOTED) ( ) NAIL EACH END OF BLOCKING TO X EXTERIOR BEAM (MECHANICALLY GALVANIZED) c FLOYD S. SIMPSON, PE a N WITH 2 x/a WASHER 2x4 SPF BLOCKING NAIL WITH (2) /—INSTALL BLOCKING BETWEEN 3Y T COMMENTS: THIN (AS NOTED) c FL PE No. 50791 ROOF SHEATHING 2x4 SPF NAILER- NAIL TO TOP PLATE 0.131'x 3/4 NAILS AT EACH END TRUSS BOTTOM CHORDS @ 12"O.C. cu co H6 CLIP FROM WITH (END NAIL OR TOENAIL) ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 0.131"x 3/4" NAILS @ 6"O.C. _0, m BRACE (IF REQUIRED) LAP BEAM PLIES AND BOTTOM CHORD OF TRUSS NAIL AS SHOWN (5) i NAIL EACH BLOCK TO DOUBLE PLATE I I TO REPLACE (1) ROW OF LATERAL 0.131"x 3 X" NAILS PER PLY WITH (3) 0.131"x 3'/a" NAILS oa BRACING INSTALL 2x4 No.2 SYP T -BRACE I PT POST (AS NOTED) I i i PT POST (AS NOTED) I Q NAILED TO EACH PLY OF TRUSS WEB AT f NAIL PORCH SHEATHING AS NOTED o 6"O.C. WITH 0.131" x 3" NAILS I ABU POST BASE o H6 CLIP FROM POSTJz,_y8" DOUBLE PLATE TO REPLACE (2) ROWS OF LATERAL (AS NOTED) TRUSS BOTTOM CHORD 7 0 TO BEAM a BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM THREADED ROD 111 1 EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED MINIMUM /s" RATED SHEATHING, I I NAILED TO EACH PLY OF TRUSS WEB AS NOTED ° ° EXPOSURE I FASTEN AS NOTED o ( ) o WITH NUT SET IN ON WALL LAYOUT (BLOCK ALL --------- -------------- WITH 0.131" x 3" NAILS @ 6"O.C.p j ADHESIVE PLAN VIEW AT TOP OF POST (7" EMBEDMENT) EXTERIOR FRAMED WALL EDGES) N ---T----- r -------------- 4cu I I C I NOTE: T -BRACING TO BE USED WHEN c CONTINUOUS LATERAL BRACING IS — — — fn U IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST V SECTION - EXTERIOR WALLPARALLEL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS CID SD 3 SD 3 3D 3 SD 3 sD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED vi c -- NAIL SCAB TO TOP CHORD WITH a) INSTALL SPH_ CLIPS AT 32"O.C. AT DOUBLE PLATE_0 (4) 0.131"x 3 /4" NAILS _0 LAST TRUSS IN ROW REQUIRING BRACING ALTERNATE: MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH v 2x SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND DOUBLE PLATE NAILED WITH (6) 10d x 1'/z" NAILS TRUSS IF NO WEB IS PRESENT cu NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS BOARD WITH 0.131"x 3Y4" NAILS @ 6"O.C. INTO EACH SIDE OF STUD (3 0.131"x 3'/4" NAILS TYPICAL AT BAND BOARD ROOF SHEATHING UPPER LEVEL STUD EACH TRUSS 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x4 X -BRACE ACROSS LENGTH OF ca EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING INSTALL 2x4 SYP TWISE BLOCKING BETWEEN TRUSSES. TOENAL EACH CS16 STRAP (CUT TO LENGTH) FROM UPPER SHEARWALL (3) NAILS STUEND WITH (3) 0.131"x 3%" NAILS. NAIL DIN 0 UPPER STUD WITO HEADER BELOW TH (110 10dANDNAIL NAIL SCAB TO PLATE WITH (3) I RAISED HEEL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11) 10d NAILS. 0.131"x 3%" TOENAILS NAIL DIAGONAL BRACE TO INTERMEDIATE GREATER THAN 6" BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE V I / 2x4 BLOCKING BETWEEN TRUSSES V WEBS WITH (2) NAILS OPEN WEB TRUSS �' DOUBLE PLATE I TOENAILED TO DOUBLE PLATE WITH o NAILING NOT REQUIRED BETWEEN UPPER SOLE Q- j PLATE AND LOWER DOUBLE PLATE. 0.131"x 3)/4" NAILS @ 4"O.C. 2x4 SPF No.2 DIAGONAL BRACE V (TYPICAL AT EACH END OF /� r CONTINUOUS LATERAL BRACING) SH ATHING CONTINUOUS FROM BAND BOARD FLOOR SYSTEM (AS NOTED) :TRUSS (AS NOTED) o Q TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH c W I I NAIL DIAGONAL BRACE TO TRUSS EDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BE TWEEN DOUBLE PLATE BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE c m o I WEB WITH (3) NAILS V h I TOENAIL TRUSS TO PLATE WITH AND ROOF SHEATHING WITH /s" OSB MINIMUM %s" RATED SHEATHING, c' L (2) 0.131"x 3%" NAILS RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE EXPOSURE I FASTEN AS NOTED Q �— NAILING PATTERN FOR WALL. \` ON WALL LAYOUT (BLOCK ALL EDGES) o Z cn DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) LOWER LEVEL HEADER (AS NOTED) 3 W J c I ca � 1 Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS (`AA DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING 0 i I � 0 Q r CONTINUOUS LATERAL BRACE (QUANTITY SD -3 'D-3 `\ o = AND LOCATION DEFINED BY TRUSS SHOP W H o r cn DRAWING.) I NAIL CONTINUOUS LATERAL BRACE TOZn EACH TRUSS WEB WITH (2) NAILS BB DETAIL - CONNECTION F PPER U -CC w 0 U LEVEL STUD TO HEADER BELOW SECTION -INTERIOR SHEARWALL PERPENDICULAR TO TRUSS � SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCEDSD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED W W I ROOF TRUSSES (BY OTHERS) U Y U C z W NOTE: 6 W p _ ( ATTACH DOUBLE PLATE TO STUD PER w I - DETAIL "BB" ON SD -3 � U a. (3) TRUSSES MINIMUM UPPER LEVEL STUD JOB NUMBER: COUNTY: \DOUBLE w PLATE CS16 STRAP (CUT TO LENGTH) FROM UPPER c 17-2044 DUVAL FOR CONTINUOUS LATERAL BRACE bUALL 3 STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). 2 %" = V-0" (U.O.N.) NUT WITH 2"x 2"x WASHER ALTERNATE: SIMPSON LBPS% SLOTTED NAIL INTO UPPER STUD WITH (11)10d AND NAIL cn DO NOT SCALE THIS DRAWING INTO BEAM WITH (11) 10d NAILS. = RELEASE DATE: NOTES: WASHER WITH 1"WASHER. / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 01-25-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) Y8"0 THREADED ROD c BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM a, 2) ALL NAILS SHOWN SHALL 8E 0.131"x 3" NAILS (U.O.N.) SIMPSON %"O x 6" TITEN HD OR SIMPSON e" 0 x 6 4" TITEN HD ROD COUPLER � DRAWN BY: DJM 3„ WITH 1" CUT WASHER g THREADED ROD SET IN ADHESIVE c WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED) CHECKED BY: FS OR 8" THREADED ROD SET IN ADHESIVE WITH WITH 1" WASHER TITLE: SECTIONS AND DETAILS MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER If . cn (2 of 2) • �' = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG 0SD�3 SD -3 SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 IN All claims for error or defective material must be made within 5 da -1 A A A 1— A /11 All A I'll 7 A/ 111 2nd Story Layout of receipt of goods and prior to installation. Otherwise, said claim will be denied. C C r C 971 9 A /x111 A e%l '7 A Inn 1st Story Layout FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197....... WEYERHAEUSER � EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST. 21360...... _ WEYERHAEUSER RIMBOARD 6527.5 I D u LOADING CRITERIA Top Chord Live Load Top Chord Dead Load Bottom Chord Live Load Bottom Chord Dead Load Total Load Duration Factor Building Code Wind Standard Wind Speed Wind Usage Building Exposure Building Type NOTE Roof I Floor 1 20.00 40.00 p.s.f. 7.00 10.00 p.s.f. 0.00 0.00 p.s.f. 10.00 5.00 p.s.f. 37 1 125 1 p.s.f. 11 1.25 1 1.00 FBC 2017 RES ASCE 7-10 130 m.p.h. RES. CAT II B Closed It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See 'Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 d s 8-15H 6" �' \p s-1/2' 12 tl� Field Applied BRC. n ess no otherwise. Typical Truss Ends Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 \p"enpl 5-112" 12 3 �t1 BRC. Typical Truss Ends Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Customer Riverside Homes Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Job Name: Reece Resd / Key West -131 Lot/Blk/Subdiv 1411 /Atlantic Beach Country Club cafe: ate: rawn By N.T.S. 1/2/2018 JB Job Number: J170742 938, Z �r = m m E O _Z o t w m ? w Q Z w `-3` E v E m 101 Q <n o� w d L O y O m O O C/) N �' `r W 2 Z Q Wc V C= LLjIWLLi7llJl C C O 1O d fn tJ O cr-=o W •E ❑ ❑ ❑ O Z v .° 2 n o .T avv LLU p ZiG Q. y H > ~ y 13 0 = N O W p Z O ¢ W O N ••C- J Q Z N J h d V N u} CE W= J m= H � l- 'y 0 �, CL a d H W N^� Gd`�° a Z J Q 5 o v ❑ ❑ m= R ^ d Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Customer Riverside Homes Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Job Name: Reece Resd / Key West -131 Lot/Blk/Subdiv 1411 /Atlantic Beach Country Club cafe: ate: rawn By N.T.S. 1/2/2018 JB Job Number: J170742