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1470 Marsh View Court GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW/DOOR MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST LEGEND: THREADED ROD SYMBOLS r REVISIONS BY GENERAL NOTES: SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. 3 BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD The threaded rod anchoring system shall consist of A307 threaded rods (diameter per BOTTOM OF THREADE,-� ROD FASTENED NUT AND WASHER -I- i-\ 1 SPACING: t1i X ),< z TO LOWER LEVEL BEi---i OR HEADER PER ROD NOTES 3 to MAX OTop plate splice shall not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost /1, /[\ /i\ 3" MAX Above top plate, provide a Yx I I I I I w/SIMPSON HTT22 PL,-"CED UPSIDE 4+ the king studs and the first threaded rod plate at the locations indicated in these documents. �HEAR'IWALIL I SHEIARWALL I I DOWN. anchor. 3"xl/4" thick steel washer. Fasten with a nut and allow at least 3 threads to extend I I ISEE PLAN' L SE� PLAN I I WALL STUDS & 5 QProvide full sheathing above windows, and above tightened nut. (typ.)This system eliminates the conventional strapping requirements THR A 'OD I ROD SPACING >-@ nail w/ 8d @ 3" OC edge & field. of wood framed construction (i.e. stud-to-plate ties, bottom plate to foundation ties, TERMINATES AT I x TOP OF THREADED R(-"D TERMINATES AT SHEATHING PER PER SCHE 4 POST BELOW INTERMEDIATE - UPPERMOST TOP PLAT7. SCHED. 2, 5 & 6. 0 For rods specified on plan adjacent to wall floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these GIRDER, SEE openings, locate rod within 3" of the king documents. LEVEL w/ NUT PLAN AND WASHER. TOP OF THREADED R,--,r) TERMINATES AT stud. ROD INSTALLATION: .7 -- (��L------L INTERMEDIATE LEVEL. A,� THREADED ROD -1- -- I-- 1<�%--L \ I I ' .ZFRAMI'NG AT to /4" larger than the diameter of the SYSTEM PER ROD W L @ Provide an additional row of 8d nails @ 6 At all plate penetrations, provide a hole in the plate 1 1 1 11 1 ;�, .* NOTES AND PLAN A L OPENING, o.c. into one of the king studs adjacent to threaded rod used. While single continuous rods are preferred, couplers (Simpson CNW or -7 L------ -17- ------ di-S A OWT'I,G 0 P E SEE SCHED. 2 FLOOR LA- all openings (In addition to other nailing equal) may be used in cases where one continuous rod is unfeasible. The rod shall be FRAMING I QUICK-TIE (TIVI) PRETENSIONING ROUGH OPENING I STRETCH TARLE "PEC & A- 2004 SILL ANCHOR INFILL specified in schedules 3 or 4). installed approximately centered in hole. Rods may be slanted from true vertical by a SEE ARCH @Where rod is specified on plan adjacent to maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut HEADER, BETWEEN RODS PER -\ :_a_ I I PRE-STRETCH LENGTH STRETCH REQUIRED TO girder truss or beam, locate rod within 3" of above the uppermost plate shall be secured over the washer to a snug-tight condition 5HEAkW%11� SEE PLAN S�EARWALL I SCHEDULE 3. 1 ____1 OF WIRE ROPE (Lc) PRET--,-,NSION WIRE ROPE I SEEIPLA, I SEE PLAN I post. plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I L (Distance from slab to top of I uppermost plate of wire rope) 114' OT 3/8" QT @At openings greater then 4'-0", attach dbl. EPDXY ANCHORING: I I — ROD EMBEDMENT FOUNDATION, top plate to header w/SPH4/6 @ 32" O.C. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength Ll 97" -1//4 5/81, DEPTH PER SEE PLAN - cripple studs are used attach SPH4/6 to Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of I 7/�� 3 ROD NOTES cripples & attach cripple to header w/H3. rod to edge of slob) of 2" for 2x4 framing and 3" in 2x6 framing. (See 8/S-2 for FASTEN THREADED ROD TO J FOUNDATION ADDITIONAL ANCHOR log" /4 (2) When rod spacing exceeds 6'-0", provide FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHED. 3 121 to 7/81, L L an additional rod of 8d NAILS @ 6" O.C. into typical anchor installation & embedment of '/2"o rods) 145" lot dbl. top plate. Stagger this nailing with THREADED ROD GENERAL NOTES- rT'� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 5/8 '12 12 typical nailing. 4) THREADED ROD ANCHORING SYSTEM ��3 SCALE: NTS ��3 SCALE: NTS 245" .-/ 15/," a) 260" Z SCALE: N.T.S. -C14' 04 AT EXTER _'IR WALLS, FASTEN 0 LU 4 11/4" @ 2x6 2x- SYP.#2 DBL. TOP 4 -0 MIN. DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 1MAX to -- _ I WALL SHE,' THING TO DBL. U — C2 ROD, NUT T V/2 @ 2x8 2 PLATE. FASTEN TOGETHER SEE SCHEDULE 2. 1/S-3 FOR SPH4/6 1\.� , � I I _r I_r I TOP PLATE w/ 8d 0 3" O.C. 0 Lo C14 ROUGH MIN. HEAD OR MINIMUM & WASHER HEADER, PER w/10d COMMON NAILS @ o o Q V) Z) < STRAP FROM GARAGE A A- REQUIREMENTS. OPENING SILL PLATES FASTENER E.E. SCHEDU E 2 OPE qING 0 X 0 4 STAGGARD INTO BOTH PLATES 4-12d PER NOTES I . a- 16" O.C. PROVIDE 3-10d WITHIN 24 OF ANY SPLICE. U 75 DOOR HEADER TO JACK - A . T( -401 TOE NAILS Loi>- E < 4P (1)2x4 SPF #2 COMMON NAILS EA. SID C45 GARAGE HEADER, 2 00) .8 CO:) < STUDS, SEE SCHEID 3. KING & JACK END FASTENER FASTEN CORNER (TYPICAL) do, U 2-12d -0 4 6'-4" (2)2x4 SPF #2 1)A34+ X X 0 OF SPLICE (TYPICAL) 0 6 2 SEE SCHEDULE 2. TOE NAILS STUDS PER ---` POST TOGETHER < NAIL FROM 10 C14 1�1_ 24" MAX. FXT. WALL + 6-12d OTHER SIDE `4 IV C: C,4 THREADED ROD, < 8P-4*l (3)2x4 SYP #2 (1)A34 TOE NAILS SCHED. 2. + W/12d COMMON I L;7- 0 0— d ADD SIMPSON PA51 STRAP WHEN GARAGE WING 6-12d OF 2nd PLY.-�/ " 6" MAX. 111T. WALL SEE SCHEDULE 4. @ 6 to 0.C. 0 < 12'-0 (3)2x6 LVL (2)A35+ TOE NAILS < 3'-6" EMBEDDED IN CONC. FILLED IN TWO STORY CLEAR HEIGHT WALLS. 2x8 SPF T&B (2)12d CL — wl 12d @ - L PLATES :) SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS _�LHE AD OR TOE NAILS (STAGGERED). X DBL TOP PLATE SPLICE DETAIL STEM WALL. FASTEN TO KINGS w/ 18-16d NAILS. (6)12d TOE NAILS TOP 8" O.C. S,L I E.E. (MIN) CORNER POST X 0 r8 0 3-2x- STUDS (SEE DETAIL BELOW) & BOT. 4X (TYP) SEE SCHEDULE 0 ��3 SCALE: 3/4" = 1'-0" _J AT CORNER. ADDED PA51 STRAP I ROUGH OPN'G, SEE ARCH: KING & SHEATHING DBL STUD @ END OF SHEARWALL EMBEDDED IN CONIC. JACKS -K U-1 6 LLI 0 CONT. AT HEAD & SILL R GIRDER TRUSS. SEE DETAIL R ANCHOR PT. SYP#2 SILL PLATE SEE— CONCRETE SLAB, FILLED STEM WALL PER SCHED. - U) cr- V7/S-3 FOR NAILING PATTERN. 2x6 or 2x8 2x4 IF NO THREADED ROD Q_ SILI. PLATE SEE PLAN. GIRT/VERT BOLT IS LOCATED AS SHOWN PROVIDE SCHEDULE 3. '�J 1 1111111 WHEN GARAGE WING OR PLAN < FRAMING IN 1st NAILING PATTERN NAILING PATTERN WALL IS < 3'-6". JOINT. A 1/2"0 EXPANSION BOLT (w/ 51/, LTP4 ON INSIDE FACE. 2x SPF RIPPED OR 2nd FLOOR OF 1 . EMBEDMENT) w/ V/2" PLATE WASHER. �_I(-! 33/4 TO 5 /4 BOX BEAM BETWEEN WINDOWS TO FIT ARCH. SINGLE STORY WALL \- ADD 3rd In A/,I THICKENED SLAB IN TWO STORY FRAMING DEPTH REQ'D. 4" 8" (2)2x- 2x- 6 EDGE 0 GARAGE /'***_5� HEADER ABOVE HEAD & SILL FRAMING MAX. MIN. BUTT JOINT 16" MIN. EMBED. OPENING. SCALE: 3/4" V-0" STRAIGHT (2)2x- PROVIDE AT A DISTANCE OF NO LESS OF PA51 IN CONIC. PA51 IN STEMWALL THAN 6" AND NO MORE THAN 12" FROM FILLED STEMWALL. DBL ROD ALL BUTT JOINTS IN THE SILL PLATE. SILL PLATE BUTT JOINT DETAIL 6 G HEADER, PER T INSTALLATION r7 UILT- UP MEMBER rg r4 ARAGE WING WALL ELEVATION ROD, NUT e STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE qlNGt -J3 SCALE: N.T.S. \,,Z-J3 SCALE: N.T.S. SCALE: 3/4" = V-0" \NZ.-�3 SCALE: 1/2" = V-0" I SLAB FOOTING SIMILAR. PER NOTES I� GIRT & FA�TEN IRS KING & JACK P�R 5/S-:� ROOF DECK, SEE 2x SPF BLOCKING 71).< 2x- SYP#2 CONT. FLOOR DECK, SEE DECK, SEE STUDS PER SCHEDULE 5. RIPPED TO FIT SCHED. 2. ATTACH TO DBL 10d@) 4" O.C. SCHEDULE 6. `-:NCHEDULE 6. WITH GAP SHOWN ATTACH SW SHEATHING TO TOPPLATE AND FASTEN OSB TO NAILER 7/ PRE-ENGINEERED WOOD 2x SPF DIAGONAL TRUSS w/ 10d 6 " OSB DIA. FASTEN 12 ADJACENT TRUSS. BLOCK ALL ROOF TRUSSES 0 24" O.C., w/(1) ROW 10d @ 4" O.C. BLOCKING FASTENED SEE PANEL EDGES. NAILING TO @ 3" O.C. EDGE TO TOP PLATE w/ (2) SEE LEFT ARCH DESIGNED BY OTHERS w/(2) 12d E.E. (TYPICAL) MATCH SHEARWALL. OF 2x- MAY ROWS 10d 4" O.C. & FOR INFO. OVERHANG DBL. 2x4 NAILER w/ (1) H NOT SHOWN, C HURRICANE CLIPS PER NOTE: TRIM WALL SHEATHING TO MAT 7/1 OP PLATE. to ROW 10d @ 4" O.C. 6 OSB DIAPHRAGM PRE-ENG. WOOD ...... UPLIFT CONNECTOR TRUSSES WITH ZDIUS WINDOW FRAME BY 1 /2" FASTENED TO TOP PLATE-- (TYPICAL) SCHEDULE 3 ROOF TRUSS BOT. 1 V4 to HEEL < V-0 ROUGH OPN'G, SEE ARCH w/(2) ROWS 10d 4" O.C. D rCHOR MAX. FLOOR FRAMING SHEARWALL IS �,kTOP PLATE EL I -',LIGNED DIRECTLY SEE AR H RADUIS WINDOW FRAMING INTERIOR SHEARWALL, BENEATH FLOOR U) U) SYP#2 2x4 NAILER F _J DBL TOP ��3 SCALE: 3/4" = 1 -0" AST�NED\ FASTEN TOP PLATES z SEESCHEDULE IUSS, OMIT HORIZ. C) :D PLATE SYP#2, TO TRUSS BOT. CHORD w/(2) 00 MATCH STUD WIDTH. WALL STUDS TOGETHER w/ 2 ROWS 7/ O'S3 & EXTEND WALL \- & SHEATHING, @ 4" 0.C. OF (4)10d BETWEEN INTERIOR z 1 6 OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP < V2 to ANCHOR 24" MAX. CORNER FRAMING, (TYP) BOX COLUMN ALTERNATE SHEARWALL, 17-- CLIP FROM DBL TOP SEE SCHED. I HOLIDDOWN INTERIOR SHEARWALL, SEEA EACH STUD. SEE SCHED. 5 BETWEEN FLOOR TRUSSES (2x4 SPF ALL '-LANCE OF FLOOR Iii PLATE TO STUD, SEE 2 & 6 NON-STRUCTURAL, BOLT w/ 1 '/2"0 SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. 4L IV- AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. < C) FOR NAILING. UPLIFT CONNECTOR SOFFIT SEE ARCH. WASHER CTRD ....... .. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. LJJ SCHEDULE 3, QE THREADED ROD PER ON EA. SIDE, r8d COMMONS 0 3" O.C. OMIT AT THREADED EXTEND SHEATHING 4" MIN. EMBED. AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL 0 ROD SYSTEM. �- SCHEDULE 4 OR /- MIN. (2) STUDS UNDER THE SILL PLATE TO SLAB TO FLOOR FRAMING TO FLOOR ERAMING < bi 2: OMIT WHEN USING VERTICALLY TO TOP A CONVENTIONAL OF TRUSS AS SHOWN. ><I BEAM, UON. ATTACH w/(l)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW-2. AT SW-2, USE LJJ C) STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT 0 BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. 0 >_ AT HORIZONTAL JOINTS. BOTTOM PLATE POST w/(2)HTS20. STEEL WASHER. ATTACH :2 < CORNER STUDS TO BOTTOM I N T. SHEARWALL AT FLOOR ROOF TRUSS CONNECTION TRUSSES WITH H PLATE WITH (1)H2.5A CLIP r,7� INT. SHEARWALL AT ROOF K 74 \,�3 SCALE: N.T.S. HEEL >, V-0 t`12� BOXED COLUMN AT PORC AND TO HEADER ABOVE \,�J-3 SCALE: 3/4" = V-0" \,,�3 SCALE: 3/4" = V-0" \%.�3 SCALE: 3/4" V-0" WITH (1)MSTA24 STRAP. HURRICANE CLIP WALL STUD H3 HURRICANE CLIP @ EA. PLYWOOD OR OSB SHEATHING, PER SCHEDULE 5 PROVIDE BLOCKING FOR ROOF SHEATHING, OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6. SEE SCHEDULE 6. SHEATHING STRAP FROM 2ND FLOOR ROOF DECK @ RIDGE. 2x4 SYP#2 OUTILOOKERS SEE DETAILS STUDS TO 1ST FLOOR SYP#2 LEDGER �� ) .,�,'_ @ 2 4" 0.C. EXAMPLE OF PANEL 1, 2, 3, 5. ATTACH TO STUDS X1 4-12d 6, & 8 OF CSTUDS SEE UPLIFT EDGE w/ BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULF @ 16" O.C. w/12d TOE NAILS I CONNECTOR SCHEDULE 3. PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY _'-�* THIS SHEET COMMON WIRE NAILS T I OMIT @ THREADED ROD - FROM TOP TO BOT. CHORD OF SCHEDULE 5 & 6. ROOF RAFTER MAXIMUM SPAN UPLIFT CONNECTOR 0, FOR MISC. PER SCHEDULE on (SYP #2) @24" O.0 @16" O.C. DBL TOP PLATE PRE-ENI� TRUSS 0 ANCHOR SYSTEM TRUSS @ EA. X-BRACE (IF DETAIL. BELOW. _QR 4-12d -7 4-1 H VERTICAL IS NOT PRESENT) . . . . . . . . . . . 2 x 6 9'-6" 110-6'0 (1) H3 TOE NAIL (1) A3 5 TOE NAIL FIN FLOOR EL ROOF TR6SS 3-16d @ X-BRACE SPACING SCHEMATIC 8-12d PR 8-12d -00- 15-0" (2) H3 -QR (2) A35 TOE NAIL NOTE A NAIL SPACING AT 2 x 8 139 TOE NAIL NOTE A SEE ARCH PLANS EA. VERT. ADDITIONAL BRACES SUPPORTED EDGES, g*_ WHERE A LEDGER IS INDICATED ON PLAN (TYP.) 2x4 SYP#2 AS RED., EQUALLY 2 x 10 16'-6" 1 0 (1) MTS12 (2) 35 AND NO TRUSSES BEAR AT THAT LOCATION, SPACED or/SPACING SEE SCHEDULE 5 & 6. X-BRACE. OF 5*-8* MAX 2 x 12 ig._011 23'-0" (2) MTS12 (2) _55 DOUBLE TOP PLATE THE LEDGER IS BEING USED TO ATTACH THE SYP #2, MATCH ADJACENT ROOF DECK. USE A 2x6 LEDGER EXAMPLE OF UNSUPPORTED DATE L STUD WIDTH. PER SCHEDULE BELOW. ATTACH ROOF DECK (UNBLOCKED) PANEL EDGE. ..... PER SCHEDULE 6. 16d@4" FROM --\� NOTE: -ENGINEERED " OOD ROOF WALL STUDS & SHEATHING, LATERAL BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE DESIG14)DRAWN VERTICAL TO BLO� 16d TOE NAILS @ .8" 0.C. TRUSSES. AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SF_�_ DETAIL LAP/MRG �CSEE SCHEDULES 2, 5 & 6. _H BELOW. I ',\ - BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING T.�,;O H3 CLIPS REACTION LEDGER SIZE & NAILING .... FROM BOT CHORD OF TRUSS 8 : I NAILING TO ON 1' THREADED ROD PER 0-775 2x6 w/(5) NAILS @ EACH STUD 2-16d TO DBL. TOP PLATE 2 WIDE LUMBER, PLACE CLIPS DIAGONALLY A EA. END 16d @ INTERMEDIATE OTHER. WHEN USING TWO A35 CLIPS ON 11/2" WIDE LUMBER, STAGGER ClIPS LAP "'— SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS @ EACH STUD STUDS, ROOF -D, TO SHEET 8" 0.C. BE STRAPF`�_: 2x4x8' SYP#2 LATERAL 2x4 SYP#2 SUPPORT IS 6" TRUSSES, OR VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL & FOUNDATION OR OMIT 1251-1850 2x12 w/(12) NAILS @ EACH STUD BRACE 0 48" O.C. w/ BLOCKING-/ STAG. O.C. MAX. LION FLOOR JOISTS. NEAREST ADJACENT TRUSS. WHEN USING CONVENTIONAL LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. 24" O.C. STRAPPING. 7 S 0 C 7-NN W S -%� G r18 Z, FLOOR SECTION 6 ALL LEDGER r,7 ABLE END BRACING 2x4SYP#2 SIMPSON HEATHING NAILING DETAIL ONVENTIONAL ROOF FRAMING SCHEDULE r_ BLOCKING AS SCALE: 3/4" V-0" 0 ��3 SCALE: N.T.S. (PLATFORM FRAMING) 2 1\�_3 SCALE: 3/4" V-0" ��3 SCALE: N.T.S. CEILING NAILER LTP4 @ �-3 SCALE: 3/4" V-0" 24" O.C. uu N 8 TY 0 P�' FN U T //'\' TO, 1AX T_ F7 fT kl'TD, 2x SPF Tn �I_r �N E N OTE: 7 JUS njZ� TR U S S<E VIR A D EEL 451 rol Icc txo4x Y�i J WALL STUDS AND SHEATHING, 8" Structural Notes: PROVIDE ANCHORS PER A BOXED COLUMN, QUICK-TIE (ALTEr--NATE) UPLIFT CONNECTOR AT TOP AND BOTTOM V REVISIONS BY SEE SCHEDULES 2, 5 & 15. __'\� 4 OF STUDS, SEE SCHEDULE 3. OMIT @ SCHED. 3 ON S-1 @ FND SEE 12/S-3. 0 F- 1. Design in accordance with requirements of the Florida As on alternate to the threodc�, rod anchors LLJ Building Code 2001. specified within these document-,, the contractor AT BOX FRAME THAT IS Z !2 Dead loads: (actual) Live loads: (uniform) SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM ED i�: may choose to instoll Quick-T;(7 (TM) Wire Rope STRAPPED TO BEAM ABOVE. Floor 13.5 psf Floor 40.0 psf OF STUDS, SEE SCHEDULE 3. OMIT @ (OT) as fabricated by Ouick-Ti- Products, Inc. SEE SCHEDULE 3 ON S 1 #5 CONTINUOUS, PROVIDE .....4 0 co Roof 13.5 psf Roof 16.0 psf (T.C.L.L.) -2. WALL STUDS AND SHEATHING, I THREADED ROD ANCHOR SYSTEM 1 < '/2" rods shall be replaced wit!- '/," OT & AND DETAIL 8/S CORNER BARS (TYPICAL) ......1 1#5 CONTINUOUS, PROVIDE _J Attic 10.0 psf (B.C.L.L) SEE SCHEDULES 2, 5 AND 6. 1 809 V) (see paragraph 6 below for reduction of load combo) rods shall be replaced with Ya OT, U.O.N. AT WALLS 4'-0" HIGH, I Ir -_ 4 SILL PLATE CONNECTION, CORNER BARS (TYPICAL) ----, d DETAIL AA :N Quick-Tie (TM) products shall Lle installed by a PROVIDE TEMPORARY ----------- - SLAB ON GRADE, -------- SEE SCHEDULE 3 ON S-1 2. Deflection criteria: factory trained and licenced ir, !-'aller. 14" & W, / I Roof framing live load L/240 total load L/180 BRACING UNTIL 7 DAYS - SEE PLAN. CONT. BRICK LEDGE AND DETAIL 8/S-2. SLAB ON GRADE, QT's shall hove minimum ollo%-,,-'-Ie capacities of (AT BRICK 0 AFTER SLAB IS POURED. EXTERIOR GRADE Ld SEE PLAN. Floor framing live load L/480 total load L/360 2850# and 6540#. respectively— OT wire rope NLY) < shall be pretensioned to elimin'e the SLAB ON GRADE, OR SLAB ON GRADE, - 1-- 3. Lateral loads: SEE GENERAL STRUCTURAL 4 4 -\- \\8" THICKENED SLAB (UNLESS 4 V) LJ herent 'a oil helically-laid 1-17 Wind design per FBC 2001, section 1606.2 constructional strecth in 4 SEE PLAN. SEE PLAN AND ARCH. ;ioning forces NOTES 11, 12 & 13 / 0 X LLJ INDICATED AS A LARGER FOOTING wires and strands. The preter AT TJ 6 0 P E < See sheet S-1 for Lateral Load specs. 1 8" CMU STEMWALL w/ #4 4 d V) A ON PLAN required at instolicion shall ect.ol the above listed 1 3. * _4 V SHALL BE MIN. 4" 0 2�1 11-1\ WIDER THAN WIDTH OF BOX 4. Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning @ 48" O.C. VERT. REINF. N - 4 1 A Design as per ACI 318 latest edition strech table. EC.T% 2004 " - J. - , .0 . 4 2 CENTERED IN WALL GROUT :2 - 4 00 - COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.) ALL CELLS SOLID. FIELD r- V 5 3 3 11 CN14 00 V�, o- Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" footings and mesh BEND INTO SLAB. 8" CMU STEMWALL w/ #4 @ 48" shall be centered in slab on grade. In all continuous footing provide #3 @ 48" oc or rod :hairs . Provide 4 ALT. FOOTING AT 4 "�� O.C. VERT. REINF. CENT'D IN 0 4 2-#5 CONT. &.1 continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum BUILDERS DISCRETION. 0. #4 DOWEL TO MATCH (3-#5 CONT. @ BRICK LEDCE) 311 WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element. All reinforcing steel shall be placed in accordar.ce with the typical bend 0 diagrams and placing details of ACI standards and specifications. All reinforcing steel be held securely in WALL REINFORCING. 6 1200 1-STORY FIELD BEND INTO SLAB. position with standard accessories during placing of concrete. Splices in reinforcing. whc� permitted, shall be CONTINUOUS CONCRETE 2-STORY #4 DOWEL TO MATCH WALL REINF. 40 bar diameters. Reinforcing steel - ASTM A615 grade 40, welded wire fabric - ASP. A185. 5. Foundation: Soil bearing (Design Maximum): 2500 psf 31' CLEA .1 200' FOOTING w/ 2-#5 CONT. 20" CONT. CONC. FOOTING w/ 2-#5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil. the engineer shall be r,�tifiecl. (TYP.) 3" CLEAR (TYP 6. Pre-Engineered wood roof and floor trusses: Design of oil pre-engineered wood trusses �',oll bear the seal of an engineer in the State of Florida. All trusses shall have temporary bracing per "Comr-intory and S Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, -41B-9l." for their STEM WALL & FOOTING MONOLITHIC EDGE FOOTING 2� TEM WALL w/ THICKENED FOOTING bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drc%,iings. he contractor SCALE: 3/4" V-10" (SIM. AT PORCH EDGES w/o WALL) ��2 SCALE: 3/4" 1'-0" \,,�2 SCALE: 3/4" = 1'-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom cl--rds and attached to each truss with 2-8d common nails. At end walls provide diagonals (approximately 457,' to the adjacent exterior perpendicular wall and between each line of bracing to form a zigzag pattern all �onstructecl of the some bracing material. Also along exterior walls parallel to bottom chord bracing providr-, diagonals in the end 04 r11 WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at a maximum spocir,., of 20 feet. For wind N in WALL STUDS AND SHEATHING, a LU M LO 0 SEE SCHEDULES 2, 5 & 6. uplift, trusses shall be designed w/ a min. dead load condition of 5 psf top chord & 5 -.7f bottom chord. D -4, SEE SCHEDULES 2, 5 & 6. U _0 C . UPLIFT CONNECTOR AT TOP Reactions calculated for the bearing points of roof trusses shall be reduced in occordonc� w/ FBC Section 0 1609.4.3. Specifically. attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when 0 > .2 C4 SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM (n < U_ >� WOOD PANEL SHEATHING IF SILL PLATE CONNECTION, combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be respons,'Ule for all truss- (In ' 0 < C3 = o u_ SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SEE SCHEDULE 3 ON S-1 SCHEDULE 3, OMIT @ THREADED SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT @ to-truss calculations & connections. (uniess a special conn.r design is req'd that is not cvailoble from vendors) 0 0 WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM C,5 2 ((13 wa) ccs < SCHEDULE 4. AND DETAIL 8/S-2. 7. Wood Shearwolls: Sheathing for shearwall shall be as indicated on Schedule 5 and holddc-i as indicated .4- CA a, U 0 v) 0 .99 8" CMU STEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwoll segment per building code �,ction 2313.2.2. .a .- C"ll UPLIFT CONNECTOR AT TOP 1#4 CONTINUOUS, PROVIDE 00) > V This SW type is designed as one long wall segment including the windows/door openings %ith a holdclown ov. r- C-4 SILL PLATE CONNECTION, @ 48" O.C. VERT. REINF. = C: 0 AND BOTTOM OF STUDS, SEE CORNER BARS 3' EA. SIDE required only at the extreme end. -e 1 11 CL SCHEDULE 3. OMIT @ THREADED SEE SCHEDULE 3 ON S-1 CENTERED IN WALL GROUT 0 - U AND DETAIL 8/S-2. ALL CELLS SOLID. FIELD 1 4. SLAB ON GRADE, OF RECESS. (TYPICAL) 8. Reinforced Masonry. Design per ACI 530 current edition required compressive strengths: 4 ROD ANCHOR SYSTEM < - SEE PLAN. Masonry walls and columns f'm = 1500 psi CL V) BEND INTO BOND BEAM. 5 /2 Reinforcing steel - ASTM A615 grade 40 SLAB ON GRADE, 0 0 SLAB ON GRADE, __J U 4�. SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-1 hollow conc. mcsonry units wl A., --- SEE PLAN. type 'S' mortar. Wall coursing shall be running bond, stock bond shall not be us vertical reinforcement with 3000 psi pea rock conc. grout. Splices in reinforcing, where r -mitted, shall be 0 48 bar diameters all cells below finished grade shall be grouted solid. All exterior woll�- -,hall be reinforced 2� :2 , 41L Do - 8" x 8" BOND BEAM 04 full height with: #4 @ 4'-0" o.c. max. w/ 1-#5 CONT. PROVIDE #4 at each corner, wall ends, & wall intersections CORNER BARS (TYPICAL) 3" At sternwalls contructed of 5 or more courses, provide horizontal joint reinforcement at o.c. vertically, 1-S 16" 0 , -,, , -4 .. 4. ALT. FOOTING AT (every other course) unless noted otherwise. Lop joint reinforcing 6" minimum. 2-#5 CONT. it 2-STORY 20" 2-#5 CONT. BUILDERS DISCREATION. 9. Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated li-riber. Such lumber 2-STORY 16" shall be preserved with Sodium Borote (DOT-Disodium Octaborate Tetrohydrate). If howe.-r, ACO or Non-DOT 3" CLEAR 209# FOOTING w/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borote preservative treatment is used, oil attached fasteners shall be Hot Dipped Galvon;,A. If ACZA (TYP.) LEDGE AT BRICK ONLY. preservative is used, all attached fasteners shall be Stainless Steel. 10. Fasteners & Epoxy- Embedment of expansion bolts shall be 3/4" minimum in concrete & 5/4" in grouted B S TE 4M Cu masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embed-ent of rods K-3 EARING AT INTERIOR r4 M WALL AT GARAGE RB AT GARAGE or rebor dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than -,bar size & SCALE: 3/4" 1'-0" \�,�2 SCALE: 3/4" 1'-0" S-2 SCALE: 3/4" = 1'-0" larger than threaded rod size. 11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specifier' length. Bolts shall be cleaned with a solvent such that they are free of any oily residue. WALL STUDS SLABON GRADE, SLAB ON GRADE, 12. Bracing: Provide all temporary bracing, shoring, guying or other means to support struc,ural elements in UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE 1#5 CONT. SEE PLAN. 1#5 CONT. -� VSEE PLAN. place during construction. WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES 4 4 SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM 2, 5 & 6. SHEATHING, SEE plumbing d owings for embeds. openings, sleeves, etc. Which ore not shown on structural 00 SCHEDULES 14. Means and Methods: The structural engineer shall not have control or be responsible fc- construction 2, 5 & 6. SEE ARPH PLAN SEE 7C/S-2 1#4 EXTENDED 3' EACH means, methods. techniques, procedures, or sequences; for the acts or omissions of the contractor, or any SILL PLATE SIDE OF RECESS. (TYPE.) 8 other persons performing the work or for the failure of any of them to construct the vvc-k in accordance CONN ECTI ON, 8"x8" THICKENED 12 x12" THICKENED w/ the contract documents. SEE SCHEDULE. 1 1 ISLAB ON SEE ARCH PLAN -- SEE 7C/S-2 EDGE w/ 1-#5 EDGE W/ 1-#5 15. Shop Drawings: Shop drawings shall be prepared and submitted to the Engineer and Arc-�tect for review for 5 2" 1 GRADE, ------/ CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components. 4 1-#5 CONT., PLAN. SEE 4 . ,1 A , V 7 / T 16. Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural SLAB ON 6B PROVIDE CORNER 4.. 5- r6A THICKENED SLAB HICKENED SLAB wood panel sheathing, uplift connectors, shearwolls, headers, spacing of threaded rod onc'-or. V) BARS (TYP.) GRADE, SEE 17. All exterior porch ceilings shall be sheathed with one of the following: LLJ 4 PLAN. lll`\�2 SCALE: 3/4" 1'-0" ��2 SCALE: 3/4" = V-10" V) 4 .. . / /- /%.-. - 1/2" Gypsum (waterproof) green board. w/ 5d cooler nails 0 6" o.c. edge & field F_ \X (or greater) CDX plywood, w/ 6d common nails @ 6" o.c. edge & field SHOWER PAN SLOPES TO DRAIN, SEE _J 1 1 1-,- 1 0 ARCH PLAN. MAINTAIN 4" MIN. 4 1 I'll S HEPULE AA SCHEDULE BB Z "48 SLAB THICKNESS. CONNECTOR A SPH4/6 016" O.C. SPH4/6 @32" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. (stud size and species as -ndicated on S-1). SHOWER PAN SLOPES TO DRAIN, SEE ARCH 2nd LVL KING B CS16 @32" O.C. CS16 @32" O.C. Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exte,;cr surface of Id . . A.. . I STUDS TO 1 st Of - 0.C. the wall. Fastening shall be with 8d common wire nails 0 6" o.c. edge and field. _J 4 1 -4 PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 0 C SPH4/6 032' SPH4/6 @32" O.C. < 8" CMU STEMWALL w/ #4 @ 48" O.C. VERT. LVL FRAMING. f__ 19. Limit of Structural Engineers Design Responsibility. The items specifically designed by t�� structural 0 MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 0 Lu D REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. engineer ore limited to the following: continuous load path for wind uplift, wood panel z1-corwalls, wall SOLID. FIELD BEND INTO CURB. PROVIDE Z (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE framing & req'd sheathing & headers directly supporting roof framing. Items not clesic�i-d ore pre- Z engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to t-iss connections, SEE 1M/S-2 FOR BRICK 0 LTT20B TO 4' WIDE LTT20B TO 6' WIDE CORNER BARS (TYPICAL) LEDGE AT BRICK ONLY. 1 0 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system. < CS16 TO 4' WIDE CS16 TO 6' WIDE =) < PROVIDE BOLID F (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE (ALTERNATE) STEMWALL BL DCKING BETWEEN CONNECTOR ry :D Of r5 w/ SHOWER RECESS MONO. EDGE w/ SHOWER RECESS ALL TRUSS-TO-TRUSS \�,�2 SCALE: 3/4" = V-10" '\�2 SCALE: 3/4" = V-10" FLOORS. 2nd LVL WALL STUDS TO 1 CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTCDl FASTENERS 0 LL 2* 1 st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 12-Sdxl 1/2 FRAMING CONNECTOR 3. WHEN USING TWO STRAPS ON H 2.5A 10-8d HA4 9-1 0dx1 V2 1#4 EXTENDED SINGLE PLY TRUSSES, PLACE H3 - 3' EACH SIDE ANCHOR CONNECTOR A STRAPS DIAGONALLY ACROSS DBL. H8 8-8d WOOD PANEL SHEATHING IF STEP, SEE ARCH. OF RECESS. 3" (TYPICAL DRILLED & EPDXIED THREADED TOP PLATE FROM EACH OTHER. USE MTS12 14-1 Odxl SHEARWALL, SEE PLAN AND - 4. \- DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS1 2 14-1 0dx1 V2 ROD ANCHOR, SEE GENERAL SCHEDULE 4. (TYP.) NOTES AND DETAIL 2/S-3. TO WALL STUD. 4. 5/,"0 OR 7/,"0 THREADED RODS HTS20 24-1 Odxl '/2 INTERIOR STUD BEARING FTG. PER HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED TO SLAB CS16 22-1 Od (') MS36 126-10dx1'/2" UPLIFT CONNECTOR AT TOP WALL, SEE SCHEDULE 2. GA, FOOTING w/ 5" EMBEDMENT. OR TO LTP4 12-8dxl'/2 LS12 5-1 Odxl'/2" 41/4 CONNECTOR D STEM WALL w/12" EMBEDMENT. MSTA24 18-10d MS24 18-1 Odxl '/2 STUDS EA. SIDE (SEE 8/S-2 FOR TYP. ANCHOR AND BOTTOM OF STUDS, SEE 5A (NOT MINIMUM NUMBER OF KING J SCHEDULE 3. OMIT 0 THREADED SHOWN). EMBEDMENT IMPSON H3 AT SAME HEADER TO JACK MSTA30 22-10d SILL PLATE CONNECTION, OF OPENING, SEE ZS (D ROD ANCHOR SYSTEM SPACING AS CONNECTOR A INSTALLATION & EMBEDMENT V, HTT16 (see below) OHD2 W) 0 1 SEE SCHEDULE 3. 7 B @ CURB SCHEDULE 2. STUD .�(see bel RODS) LTT20B (see below) OHD1 !(see below) U) STEP, SEE ARCH. PLAN. r SILL PLATE, ROUGH OPENING SEE ARCH. 5. (*) INDICATES USE OF HALF OF SPH4/6 10-10dxll/2" LS18 -4- SLAB ON GRADE, SEE SCHEDULE 3. SLAB ON GRADE, I FASTENERS AT EACH END OF LUS28 6-10dxl'/2" to ledger & 4-10d to truss - SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR. 171 NUMBER OF JACK STUDS THAN 4' PROVIDE 6. (**) BEND LS18 STRAP OVER DBL. HUS28 20-10dX1 2 to ledger & 8-10d to truss 4 rea e SEE SCHEDULE 2 ABU44/66 stemwall w/ Simps _cooxy or equivalent. BOLT OR ROD ANCHOR PLATE w/ 5-10d AND FASrEN TO on 'set' DATE KING STUD TO STUD W/8-10d. Fasten to post w/ 12-16d CONNECTOR EACH SIDE OF OPENING, SPH4/6 AND ANCHOR 8"X16" THICKENED FOUNDATION. WITHIN 6", UNLESS HOLDDOWN ANCHORS 0 PROVIDE SAME EDGE < 61 SHEARWALL ANCHOR r�_ 0) E is PRESENT. HTT16 18-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TC. FND. DESICN/DRAWN 0 1-STORY 16" ARCH. SLAB FOOTING. REQUIRED FOR SHEAR NOT HTT22 32-16d SINKERS NAILS TO POST & 5/8"0 A307 THREADED ROD TO FND. LAP/MRG 0 SHOWN FOR CLARITY, SEE CHECKED 9 w/ 2-#5 CONT. STEP, SEE DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS N (4" MAX.) I r F__ 7/8"0 A307 THREADED ROD To FND. 2-STORY 20" EQUAL TO SLAB ;-_ 6% HD8A 3-7/80 A307 BOLTS TO POST & UPLIFT CONNECTOR T" FND. LAP THICKNESS. I �- CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD C (D SCHEDULE ON S-1. 1 st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TC; FND. SHEET 7C @ SLAB RECESS LTT20B 10-16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FN'D-. PA51 EMBEDDED IN CONC. FTG & ATTACH TO JACK STUDS w/16-16d CMMON NAIL. 7 _� MON 0. FOOTING AT STEP - DOWN r8--� TYPICAL ANCHOR INSTALLATION TYPICAL OPENING DETAIL AND S 2 rq---�CONVENTIONAL STRAPPING SCHEDULE- ri O_,� HOLDDOWN FASTENER SCHEDULE- \,.�2 SCALE: 3/4" V-10" \,�2 SCALE: 3" 1'-0" (SIMPSON QUICK-TIE) �2 SCALE: N.T.S. �2 SCALE: N.T.S. \1 __000 FS,_UA'-5t- Af REVISIONS BY 0 COMPLETELY SHEATH TRUSS UT16 & PB-5 ON OUTSIDE FACE w/ 4X4 POST. 5/8" CDX PLYWOOD w/ 8d COMMON 4X4 POST. @ 6" O.C. EOGE & FIELD. EXTEND HEADER 4 -0 TRUSS UT16 (2) SIMPSON MST160 STRAPS, TO FAR SID cl EACH END, CONTINUOUS DOWN OF WALL. OPPOSITE FACE ABOVE AND 4x4 SYP#2 BELOW BOTTOM OF HEADER. (2)13/4 x 11 (2)131, x 11 V4 (2)13/4"xl 1 V4 — POST THIS END CN MICROLAM 1.9E LVL MICROLAM 1.9E LVL rI MICROLAM 1.9E LVL If - 5/8" THREADED ROD, SEE 0 L IH Z P GST;l 6 6 P E OF TRUSS Fl 2. x C14 CN SCHEDULE 6 ON S-1. POST FROM POST FROM ZONE AT 3" O.C. ABOVE. ABOVE. 7 BOTH WAYS. WALL SHEATHING, F >p E �115 3 311 00 V) COMPLETELY SHIiATH EXTEROR Z!4z — ----��_ PORTION TO BE V) EACH SIDE. (3)2x4 SPF#2 :2 DI PORCH SOFT w/ 1/2" COX, REMOVED. co cr- I POST THIS BLOCKED T ALL PANEL NAIL ENTIRE CORNER END OF BM#8. (3)2x4 SPF#2 EDGES. ASTEN w/ 8d BALLOON FRAME 2x6 WALL ZONE AT 3" O.C. 14 W_ eSW-27 SW-2. POST THIS END COMMON @ 6" DGE & FIEI n FULL HEIGHT TO BOTH WAYS. eo"_ I qI-o L A W_ OF TRUSS Fl 2. T UNDERSIDE OF ROOF DECK. x12 N (4)2x4 MIN. CORNER SHEATHING (2)2x4 SYP#2 POST (SINGLE PIECE) DETAIL 4x4 P.T. SYP CN Y(2)1 3/4"xl 1 '/4 THIS END OF TRUSS UT18. (4)2x- STUDS, SEE POST, TYPICA j (5 PLACES) MICROLAM 1.9E LVL L FASTEN TO FLOOR TRUSS DETAIL A-A FOR a) BELOW W/ SIMPSON (2)HTS30 CONFIGURATION. 5/8"0 THREADED ROD. Lo PA51 STRAP, SEE C14 X TRUSS UT18 DETAIL 4/S-,3. 4- co,I C3 Lu C) (14 *5 — :c) C14 DET 0 o 4x6 SYP#2 POST "S A-A :5 < c" BOTH ENDS OF BM#6. (2)1 4 Xl 4 POST Ln 4- 2i6:::�P-F#'z EDGES NAILED < .6 tc 'c-, Go ICROLA 1.9 L L Lo NAILS @ 3" O.C. u 0 a :m — L w/ 8d NAILS AT u co x g� THIS END O�r AT EACH STUD. o-5 2 o < TRUSS U T3. Z) Ir 3" O.C. TO EACH 0 TRUSS UT3 -0 -5: (3)2x6 SPF#2 POST STUD THROUGHOUT DETAIL A—A 0) 0) cy, THIS END OF LVL. (3)2x6 SPF#2 a. POST THIS END (2)2x4 SPF#2 POST T IS END 0 75 POST OF BM#4. PA51 STRAP AT FROM OF TRUSS UT22. GARAGE DOOR ABOVE. BM 4 vn— (2)2x6 SPF# OPENING, SEE 4/S-3 0 0 'ZIZ-7f I THIS END OF us$wu Lo U S �U T2 > x co Ld O� FROM :2 r m (3YZ)�4 SPF#2 VE. ABO P&� THIS END OF TRUSS UT2. G L I BM#3 (310 X :2 ARAGE DOOR PORTAL FRAME 2x`10 FLOOR FRAMING 24" O.C. < ATTACH JOISTS TO BOT. CHORD OF POST SCALE: 3/4" l'-O" (3)2x4 SYP#2 POST ATTIC TRUSS w/ SIMPSON LUS28. FROM 04 cr u ABOVE. BOTH ENDS OF LVL. (3)2x4 SPF#2 POST (3)2x6�SPF#2 POST I r—- -- 4 3- -1 THIS END OF BM#7. BM THIS E D OF BM#7. 4- 1 JIL sw—i TRU,§�_UT6 3)2x4 S'(:)#2 �JSY lU POST THI 7-ND 1'_-4742�11N — X� P, #2 T OF M#l. Q Fp 0 CN 1 . (3)2x4 SYP#2 POST THFS:�:W-OF- RUSS' U - ------------- BOTH ENDS OF HEADER. POSTS FROM POST FROM ABOVE. AB OVE. LEDGER, SEE sw-i E-TAIU 16r/ 2x10 FLOOR FRAMING @ 24" O.C. ATTACH JOISTS TO BOT. CHORD OF 0 ATTIC TRUSS w/ SIMPSON LUS28. LJJ PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON FRAMED 2x6 WALL AND FASTEN TRUSS -VERTICALS TO BALLOON FRAMED WALL w/12d COMMON 0 Lli WIRE NAILS @ 6" O.C. FASTEN GABLE END TRUSS V) w/ SIMPSON H8 AT EACH END. CONVENTIONALLY A STRAP WALL UNLESS OTHERWISE NOTED. 4x4 P.T. SYP#2 POST, TYPICAL. (3)2x6 SPF#2 < POST THIS END SEE 4/S-3 FOR OF BM#l. GARAGE WING WALL 77 ....... 7.7. DETAIL (TYP.) .............. ........... ....... NOTE: *BM #* INDICATES BEAM ............. .......... ... . . . ............ ....... ......... ............................. ...... ... .......... ....... .... ........... ................ n . ........... cf) PER TRUSS PACKAGE, DESIGNED tW-2 SW 2 sw ...... .......... ...... ..... BY DELEGATED ENGINEER. ....... Ld PROVIDE 2x`12 xl2'-O" SYP #2 OUTRIGGER m Li 2 1-3/4 x 11 V4 ADJ. TO EACH F4 FLOOR TRUSS. FASTEN TO SECOND FLOOR SHEARWALL FRAMING PLAN- MICROLAM 1.9E LVL WEBS & CHORDS OF FLOOR TRUSS W/12d SCALE: 3/16" = l'-O" COMMON @ 4" O.C. (TYP). PROVIDE SOLID BLOCKING WITHIN FLOOR TRUSS ALLIGNED W/ PLAN NOTES: FIRST FLOOR SHEARWALL FRAMING PLAN TOP OF 2X12 OUTRIGGER FOR FASTENING. 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. SCALE: 3/16" = l'-O" SEE DETAIL 2/S-lA. 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL PLAN NOTES: POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. U.O.N. ON SHEET S-1. 2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS BEARING END OF SUPPORTED MEMBER. CUSTOMER ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING OF (3)2x 4) Y MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS r BESTCON HOMES SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEN BEAM TO POST (OR HEADER) WITH AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, SUBDIVISION (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED SEE SCHEDULE 4. HIDDEN PARADISE IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF TRUSSES. LOT UNIT BLOCK WITHIN 6" OF THE SUPPORT POST. 24 3)SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOF CUSTOMER PLAN NAME TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINATE BETWEEN TRUSSES. DESIGN/DRAWN 4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH LAP/MRG BEARING END OF SUPPORTED MEMBER. 5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. CHECKED LAP DATE 12.14.04 SCALE AS NOTED JOB NO. SHEET S - 1 A �s'HEET 2 OF 4 F3.0 F3.0 F2.0 F3.0 rREVISIONS B Y) -1 -7 T- _q I �_ BEYOND, EXTENDED FOR Ile) t I I 6"x6" P.T. SYP No.2 POST 4x4 P.T. SYPff, L _J L _J L POST, TYPICAL.- I SUPPORT OF ROOF FRAMING. (4 PLACES) 2x10 P.T DECK JOIST @ 16 O.C. SEE 3/S-1A FOR __X DECK FRAMING DETAILS. HANDRAIL DESIGN �9, S-)2/ AS REQ'D BY ARCH. L U 1`�' ---------- ----------- L P DECK LEDGER, I SEE DETAIL 2"xlO" P.T. SYP No.2 1 V4 P.T. SYP No.1 DECKING 4/S-1A. JOISTS 0 16" O.C. -A W/ 2pcs-10d RING SHANK 2-PLY STAINLESS STEEL NAILS AT GIRDER TRUSS EACH INTERSECTION ._4 -4 ATTACH (1)HTS20 FROM BEAM TO POST F 4 DOUBLE 2%10" P.T. SYP No.2 HEADER A41 4 4x4 P.T. SYP#21 ' I I �FF2.0 DBL. TOP ,TT22 FASTEN PER SIMPSON BEAM. FASTEN TO 8"x8" POST POST, TYPICAL. I PLATE. S HEDULE ON S-1. LUS28 JOIST W/ 2pcs 5/8"0 HOT DIPPED E2, (5 PLACES)� 1 167 7 HANGER W/ GALVANIZED THROUGH BOLTS 1 7111 /,,�\ W S-2 c 1141 8-1 Odxl '/2 to - 0 0) 1 h 1 pc SIMPSON ABU66 POST ANCHOR S-2 x NAILS AT c: F4 < EA. JOIST w/ 1/2"Ox`12" ANCHOR BOLT AND LU c) C3 0, 12-16d COMMON WIRE NAILS CD 70-8" u 0 2 C 0 -4 I �i 0 t(nn D < L� g -T �j < -#-- a = C3 u u- co 4" CONCRETE SLAB w/ u 0 C3 C.6 2 _1\- FIBERMESH @ 1.5 LBS/CU.YD. au) cc0:) < OF CONCRETE OR 6x6 W1.4xW1 I 6x6 P.T. 12"x12"x5.5" HIGH 0 V) u u 4 HEADER, SEE PLAN.--/ SYP NO.2 POST CONCRETE PIER F2.5 WWF ON 6MIL VAPOR BARRIER 0) :;-,, c: 0 N IN PREPARED GRADE.-\\,, cn 7 _Ile 0 CL GRADE 0 -5 S-2 ( 2)HTT22 CONN . ( 2- PLY) ri tn C SCALE: N.T.S. 0 0 3'-O"x3'-O"x1'-O"d U Ji CONCRETE FOOTING W/ 4-#4 EACH WAY E:7 L SECTION 3 3 SCALE: /4" 1'-0" F1 K 1� S-2 1 1 7'-911 10,�, 0" e- 2"xlO" P.T. SYP NO.2 8"x8" P.T. SYP No.2 POST BEYOND, JOISTS @ 16" O.C. -rl--F EXTENDED FOR SUPPORT OF ROOF FRAMING. F� 0 7 00 FLOOR DECK, '*N11v I S-2 I I BEARING WALL ABOVE, SEE PLAN. (TYP) RAILING SEE SCHEDULE. I I PROVIDE 2x BLOCKING I DOUBLE 2"xlO" P.T. SYP No.2 HEADER I Il BETWEEN TRUSS WEBS BEAM. FASTEN TO 8"x8" POST 7 F2.5 SEE ARCH AT TOP OF 2x12 OUTRIGGER. SIMPSON S-2 LUS28 JOIST W/ 2pcs 5/8"0 HOT DIPPED GALVANIZED THROUGH BOLTS 8-10dxl 1/2 ,4, - ------ -- ---- NAILS AT 0 EA. JOIST LLJ _j 4" CONCRETE SLAB w/ 4to -",\-FIBERMESH @ 1.5 LBS/CU.YD. 12 OF CONCRETE OR 6x6 W1.4xW1.4 PRE-ENGINEERED 2ol 0 WWF ON 6MIL VAPOR BARRIER 2x12 OUTRIGGER ADJ. TO CLIP, SEE FLOOR TRUSS 2V4 IN PREPARED GRADE.-\\ EA. FLOOR TRUSS ATTACH SCHEDULE 5. i------ - "Av w/12d COMMON NAILS HEADER, SUGGESTED STEP AS PER ARCH., 6" MAX 0 Z-FLASHING 4x4 P.T. SYP#2 @ 4 to 0.C. SEE PLAN. /4 to P.T. SYP No.1 DECKING < POST, TYPICAL. W/ 2pcs-10d RING SHANK � 1 11 SIMPSON PA51 STRAP ANCHOR 7� STAINLESS STEEL NAILS AT 0 a- 4\ EMBEDDED IN WALL FTG. EA. OF r2 SECTION EACH INTERSECTIO!"! 0 < GARAGE OPENING SEE 4/S-3. TYP. SCALE: 3/4" 1'-0" ATTACH LEDGER TO CMU STEM [-- 0- WALL w/2-5/8"Ox6" EXP. V) ANCHOR AT 24" OC. INTO _"'� Ld SOLID FILLED CELLS m LJ 2"xl 0" P.T. SYP No.2 DECK 4 6B 4 F4.0 4 SEE 1/S-1A FOR GARAGE JOISTS @ 16" O.C. 2" PORTAL FRAME DETAIL 1pc SIMPSON LUS28 JOIST S-2 S-2 S 2 -2 S-2 EACH END (TYP.) HANGER W1 8-10dxll/2 to r4--� SECTION <6 1V NAILS FOUNDATION PLAN �i SCALE: 3/4 to = 1 0" SCALE: 3/16" = 1'-0" GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING UPLIFT CONNECTOR SCHEDULE (9) ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION TRUSS UPLIFT (LBS) U2M TRUSS CONNECTIONS SHOWN ON PLAN SHALL deT"\ LTT20B (SIMPSON) CBESTCON HOMES RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: (1)H8 OR (2)H3 < 745 SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL '/2x0 A307 THREADED WOOD BEAM ORTRUSS u OHD1 (QUICK-TIE) SUBDIVISION TRIBUTARY INTERIOR EDGE STRIP TO DOUBLE CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR '/.* QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, BASIC WIND SPEED 120 MPH (2)H8 < 1490 //////// INTERIOR LOAD BEARING WALL t1k) HTT16 (SIMPSON) HIDDEN PARADISE ECT., SEE ARCHITECTURAL PLAN. ARCHITECTURAL PLAN SHOWN IMPORTANCE FACTOR 1.00 AREA (sf) ZONE a =3'-O" TOP PLATE 12)MTS12 < 2000 CONFLICTS THROUGH TRUSS. SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" D.C. AT INTERIOR BEARING LOT UNIT BLOCK HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 24.0 FT QR MHTS20 < 2900 ONLY ROOF BRG. WALLS w/co RODS SHALL BE WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUD WALL @ 16" O.C. V�V OHD2 (QUICK-TIE) ROOF PITCH 12/12 10 +45.1 -48.0 +45.1 -56.8 HEADER 1 (2)HTS20+(2)H8 < 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9/S-2. LOCATIONS INDICATED ON PLAN. SEE DETAIL B/S-2 FOR TYPICAL ANCHOR SW# SHEARWALL SEGMENT, SEE SCHEID. 6. HTT22 (SIMPSON) 24 INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH CUSTOMER PLAN NAME (D FOOTING SCHEDULE BUILDING CATEGORY 11 50 +41.5 -48.7 +41.5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS EXPOSURE CATEGORY c I _T STEP, SEE ARCHITECTURAL PLANS DESIGN/DRAWN TYPE LENGTH WIDTH DEPTH BOTTOM BARS ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.8 +40.0 -46.5 TRUSS UT-6 BUILT-UP POST SEE DETAIL 1/S-1A MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN HD8A (SIMPSON) F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT. INTERNAL PRESSURE COEFFICIENT .18 ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING PER SW#(PERF) PERFORATED SHEARWALL SEGMENT 0 F2.5 2'-6" 2'-6" I.-oll 3-#5 EA. WAY BOT. 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF SCHEDULE 3 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE BRACE GABLE END PER 17/S-3 LAP/MRG 31_0#1 11-0o, EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL ANCHORING SYSTEM SPECIFIED ABOVE. PA51 (SIMPSON) CHECKED F3.0 3'-0" 3-#5 EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES. LAP 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS THREADEDROD symeOLS, PER 3/S-3 & SEE 10/S- HCLDDOWN FASTENERS. F3.5 3'-67' 3'-6" 1 1'-0" 4-#5 EA. WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE PERMISSIBLE. 2FOR DATE F4.0 4'-0" 41-011 1'-0" 4-#5 EA. WAY BOT. TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY WOOD PANEL SHEATHING SCHEDULE SHEARWALL SCHEDULE 12.14.04 FROM THE EXTERIOR WALL SURFACE. 0 HEADER, STUD, & BEARING WALL SCHEDULE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS. SCALE FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PORCHES 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER 7A6" 3/4" T&G PLYWOOD FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE E?E-LOW OR SPECIAL AS NOTED HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-V/5" SPF STUD GRADE OR SPF #2 '/2" CDX PLYWOOD Qf3 7/16" V2" COX PLYWOOD OR 1HE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE OSB ROOF SHEATHING, NAIL OSB SHEATHING NAILED w/ DECK, GLUE AND NAIL W/ HOLDDOWN AS IINDICATE:D ON PLAN. PROVIDE DBL. STUD AT EA. END OF JOB NO. (2)2x6 41-4po 1 1. 0 1 FLOOR STUD SIZE AND SPACING - STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. E30X COLUMN FOUNDA11ON (1)LTT20B (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON 0 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF (2)2x8 6'-4': 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. EDGE & FIELD CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST SHEET (2)2xlO 8o-4' 1 3 SECOND FLOOR 2X6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 (@ GABLE ENDS DECREASE FIELD. PROVIDE 2X4 FLOOR WALL FRAMING w/ (3) CS16 OR APPROVED EQUIVILANT. (2)2xl 2 10'-4" 2 3 SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 SEE PLAN 1 6P-4'v 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% EXTERIOR BEARING WALLS & INT, SHEARWALL EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS LAQL NAILING & END ANCHORAGE OF SHEARWALLS I I BY USING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND O.C. WITHIN 4'-0" OF ROOF (FOR NAILING @ SPECIAL SW1: NAILING- 8d COMMON W1RE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD 11. TYPICAL HEA'DER SYP #2 U.O.N. ON PLAN. 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2 DIRECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO THE SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE '/2%6" 19 EDGE). SHEARWALLS, SEE SCHEID. ANCHOR- 5/a"O ROD OB (2)/2"0 RODS QB (2) V," CUICK-TIES 2. JACK AND KING STUDS SPF#2. 2. PLATES IN CONTACT w/ CONC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03, THREADED RODS w/ 2x2x'/B" PLATE WASHER 6. FOR SHEARWALL SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS S - 1 3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. 3. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3. BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED @ 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/,,"0 RODS OR (2) Yg" QUICK-TIES 4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE. 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TABLE. THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS @ 6" O.C. EDGE 6" O.C. FIELD A SPECIFIC "DESIGN LOAD RATING." NO FURTHER REDUCTION PROVIDE (2)2xl2 SYP#2 HEADER @ GARAGE U.O.N. ON PLAN.I ARE ALLOWED. GARAGEHEADER IJACK STUDS 1(2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING BLOCKING CONDITIONS. ] ANCHOR- w/ '/2"0 ROD OR V," QUICK-TIE SHEET 1 OF 4 13 ELECTRICAL KEY '6 :p GAS HUB ON w > `6 E FM_nE_aECSYM] PORCHFOR SINGLE POLE OUTLET ca 8 Z5 cu BBO c FL- 9 f g PCE DUPLEX CONVENIENCE OUTLET 03, E a, �V DUPLEX OUTLET ABOVE COUNTER w 0 ca WEATHERPROOF DUPLEX OUTLET E E E- S o 'in- GROUND-FAULT CIRCUIT-INTERRUPTER 8 DUPLEX OUTLET cx-9 HALF-SWITCHED DUPLEX OUTLET uc! L_ Mai SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 22ov 220 VOLT OUTLET OVERHEAD DUPLEX --------- WALL SWITCH THREE-WAY SWITCH SI b Z 9 .. .............. c� 1--4 FOUR-WAY SWITCH co RHEOSTAT SWITCH R co DM DIMMER SWITCH M ------------- I� I .................... REINFORCED JUNCTION BOX � CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE oo,/ WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE me RECESSED ADJUSTABLE EYEBALL m -------- ------ - INCANDESCENT LIGHT FIXTURE m ol INCANDESCENT LIGHT FIXTURE _(�_pc WITH PULL CHAIN V) EXIT LIGHT 0 MDC ol EMERGENCY LiGHT H B 3�: FLUORESCENT LIGHT FIXTURE + FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN co GA TRACK LIGHT co a) r-: FLOOR OUTLET EXHAUST FAN (VENT TO EXTERIOR) co 00 VAULT VAULT (VENT TO EXTERIOR) M CD EXHAUST FAN/LIGHT COMBINATION cts EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) m ILL. C3 ------- - ----- CHIMES t3 CXS Cl co WOOD TV PUSHBUTTON SWITCH U) m c:o SMOKE DETECTOR ca (D M M :> .. HEAT DETECTOR C� �ID a) F- c:j C3 CO2 DETECTOR = PH 0- CL (D THERMOSTAT WOOD FLOORS, MANNINGTON NATURAL SPEAKER MAPLE(TYP) 14 PHONE (I-CAT3) WOOD ILE 1 4 -_j 14 DDC (1-CAT5, 1-RG6) CARPET LOW VOLTAGE MDC (2-CAT5, 2-RC6) Fcq GAS ELECTRIC METER 9- HUIB_(�__ OVERHEAD F�l _Q�_ ELECTRIC PANEL TILE D/W (DIAGONAL) , CEILING FAN PREWIRE bINK WIDISP (PROVIDE ADEQUATE SUPPORT) SECUI�ITY P P SINK — — ——— — CEILING FAN / LIGHT PREWRE DISP (PROVIDE ADEQUATE SUPPORT) PHI* RANGE - I SUE A w/MICRO WOOD ELECTRICAL NOTES: HOOD SWITCH FOR OWNER [NOW-MCTRIC] WOOD SPECIFIED LIGHTING PROVIDE AND INSTALL LOCALLY CERTIFIED smoxE ABOVE AND BELOW C&RMTS ........... .............. DETECTORS AS REQUIRED BY NATIONAL FIRE _j!:I PROTECTION ASSOCIATION (NFPA) AND MEETING 4 SD THE REQUIREMENTS OF ALL GOVERNING CODES 390 REF SP PROVIDE AND INSTALL GROUND FAUL f — — — — — — WOOD 2. CIRCUIT-INTERRUPTERS (GFi) AS REQUIRED BY . L---- __j *GFI L =7 NATIONAL ELECTRIC CODE (NEC) AND MEETING TILE T14E REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED GIF ch TILE 3. DIRECT HOOK-UPS/CUTOFFS. III HVAC CONTRACTOR TO VERIFY THERMOSTAT co WOOD 4- LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 120v 30A 3::C 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, CIRCUIT 1 VTV WATER HEATERS) ARE SUBJECT TO RELOCATION VARIABL SANITARY SUMP PITS, DRAIN TILE SUMP, AND DUE TO FIELD CONDITIONS. LL co REFSP o ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: WOOD z SWITCHES OVER COUNTER. . . . . . . . . .48* TO CL LA F_ ILE vi k Z ri) ET WALL OUTLETS OVER COUNTER. . . . . . .W TO CIL 0 REMAINING SWITCHES . . . . . . . . . . . .48' TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CIL BATH VANITY BRACKET OUTLET 12 — — — —— — — —— (11' ABOVE TOP OF MIRROR). . . . . .88 TO CLI WATER SOFTENER AND SUMP OUTLETS 48" TO CL GFI . ............ TELEPHONE OUTLETS. . . . . . . . . . . . .16* TOCL 4)= \WP TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL !TIC EXERIOR Gn OUTLETS. . . . . . . . . . . .16* TO CL WP GFI GARAGE Gn (ABOVE GARAGE FLOOR) 48- TO CL z FRONT DOOR COACH LIGHT. . . . . . . . .fle TO CIL 0 L----------------- i: . GARAGE DOOR COACH LIGHT, c - TO CIL TV (ABOVE GARAGE FLOOR) . . . . . . .84 DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM PH PH OF FIXTURE E TV TIM FOYER AND STAIRwAy FIXTURE . . . . . .96" TO BTM VAULT VAULT V/AAULT VAU LT OF FIXTURE a THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CL 3(�E DOORBELL CHIMES. . . . . . . . . . . . . .84- TO CL :j 'u DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W1 0 Yov NIMP KITCHEN WALL HUNG MICROWAVE DR HANDLE PR DEDICATED E L C. OUTLET . . . . . . . . . . . . . . . . . .76* To a PA �L CIRCUIT KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24- TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48* TO CL 0 C13 WASHER/DRYER OUTLET. . . . . . . . . . .48- TO 0 a. v CL CL rL JOB NO. 04-BI-0019 CL = CENTER LINE 1 = FIELD VERIFY OSBORN RESIDENCE 2 = MASTER BATH STANDARD 30" HIGH SECOND FLOOR ELECTRICAL VANITY TO BE RAISED 4" MAIN FLOOR ELECTRICAL SCALE: 1/4*4-0" SCALE: 1/4'4-0" SHEET TITLE SHEET ELECTRICAL PLAN E1 . 1 ---- -------- --- L) 7oc�. + JGIF /�nnjn SPE t3) . c co c a -s e A -g C3 s 4 en 2 -q - 2 'D E �o Irl-9 E C, (4 .52 .5 88 to 11 -co 0 0. a) MICRO HOOD lz� c� 9 cb Q 7FT—1 17 '6 '6 to V9 D co F7 !6 RANGE ------ ------- DW ------ A > <= I's'N\ .1 1 L 1-11"' I L F�=4 f-o" 4W 1�4* KITCHEN co co cm CABINET ELEVATIONS (D r� cm n SCALE: 1/2"=l'–O" co C*J C:) as 7Ei U) cl 04 cts CD (5 0 a- a. ZT <71 => IL lz 1 7-7 LJ 2,-6, f-6" 2-6" BATH 3 BATH 2 MASTER BATH CABINET ELEVATIONS INTERIOR ELEVATIONS CABINET ELEVATIONS SCALE: 1/2"=V-0" SCALE. 1/2"=l'–O" SCALE: 1/2"--l'–O" .gpa- gem 4 F/P -j C) LL Ai F.:.. 0 0) 0 (L rL (L JOB NO. 04-BI-0019 FIREPLACE LAYOUT DINING ROOM ARCH OSBORN RESIDENCE INTERIOR ELEVATION- INTERIOR ELEVATION- SCALE: 1/2"=l'–Y' SCALE: 1/2"=V-0" SHEET TITLE SHEET INTERIOR ELEVATIONS A2.5 EXTERIOR sil 9 -0 — - ELEVATION NOTES a 5 g [NOTE-EXTELEV—] a- a 8 .8 1. GRADE CONDITIONS MAY VARY FOR 0 2 8 :2 8 co INDIVIDUAL SITE FROM THAT SHOWN. .9 -- 'n w cn, 8 BUILDER SHALL VERIFY AND COORDINATE 08 06 PER ACTUAL SITE CONDITIONS. w CL r3 2. PROVIDE ROOF AND SOFFIT VENTS AS a) (D uo_ .0 ASPHALT REQUIRED BY CODE AND MANUFACTURERS —0 :5 :5 cc SHINGLES SPECIFICATIONS. (Typ) 12 12 12 12 12 c3 9 cl� c, to 4"TRIM— C) (TYP) 9'l 1/8" LEVEL 3 PLT HGT LEVEL 3 PILT HGT OL 9'l 1/8" L lei 4"TRIM F 101 10 10E I N_s\ "My V) 111F1 11 111] TIF I---- C . . . . . . . . . . C13 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. THIRD LEVEL IFF 14'-2 1/2' co cm 10'l 1/8"g;x LEVEL I PLT HGT =3 cm co co _ff cc:ljl tu 0 Q m m 12"TO 10"- CD_e g TAPERED z5 Up cl ca COLUMN w C6 101 DE IDE Ing CD W :> ?! P F TE I _1r1H F =_ s! CD C3� C= c� TE = (L a- C13 LEVEL I FF ot 2'-8 1/2 oll GRADE GRADE 0'-0" REAR ELEVATION- SCALE: 1/4"=l'—O' 4"FREIZE (Typ) _12 ASPHALT 121 SHINGLES(TYP) 9'-1 1/8" LEVEL 3 PLT HGT Z; LEVEL 3 PLT HGT 91-1 118" 4"TRIM (TYP) 9'-1 1/8' LEVEL 2 PILT HGT LEVEL 2 PLT HGT OL 91-1 1/8" . .. . . . . . . . . . . 14'-2 1/2"g:A THIRD LEVEL FIF THIRD LEVEL FF 14!-2 1/2" LEVEL I PLT HGT ot�i ol 118. zo ph W 9'l 1/2' SECOND LEVEL FF It C z 12"TO 10" TAPERED COLUMN E left Jc a ou 1'l SHEATHING u 2'-8 1/2" LEVEL I FIF _j LL ci 01-0" GRADE E cc M LL (L JOB NO. 04-BI-0019 RIGHT ELEVATION OSBORN RESIDENCE SCALE: 1/4"=l'—O" SHEET TITLE SHEET REAR AND LEFIF ELEVATIONS A2.4 -lei r :_� �i� ERIOR E :9 9 � I ELEVATION NOTES 12 -G 1x6TRIM [NOTEJD(TELEV] g 1. GRADE CONDITIONS MAY VARY FOR 0 ATTACHED ca CL CA c TO FACIA INDIVIDUAL SITE FROM THAT SHOWN. (D (.j E a) E .9 0 ji= U) BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. . FL�g 0) 12 2. PROVIDE R06F AND SOFFIT VENTS AS uc! 0 A :s Q, 0 REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. L ASPHALT SHINGLES(TYP) 12 1 1x6TRIM ATTACHED TO FACIA CV 9 Cb V� 9!-1 118" LEVEL 3 PLT HGT 12 LEVEL 3 PLT HGT ot 9,-1 1/8" w CD w 4w FREIZE CRICKET —51-011 91-1 1/8 0% LEVEL 2 PILT HGT -% LEVEL 2 PLT HGT ot 9'-1 118" 14w .10 3'l q 14'-2 1/2"d% THIRD LEVEL IFF THIRD LEVEL FF pL 14'-2 1/2' '4w LEVEL I PLT HGT OLI 0-1 118" 11'-1 1/2* PLT HGT ABOVE SLAB L c%j 9-5 1/2" SECOND LEVEL IFF SECOND LEVEL IFF OIL 9!-5 1/2" co =3 C CM -t co cm p ,i CM cf� cw) Q a Lu fn Z-8 1/2"aA LEVEL 1 FF �o C5 LEVEL I FIF OIL 2!-8 1/2"— ca a) m I -ME :> CD cno c� 1 1111 114 W I 01-0, GRADE I ( 70, GRADE OL 0'l V-5"SHEATHING—/pgo, FRONT ELEVATION. SCALE: 1/4"=l'–Om ASPHALT SHINGLES 12 12 /4 41 FREIZE— LEVEL 3 PILT HGT 9'-1 1/8" LEVEL 3 PLT.HGT 10E 10 LEVEL 2 PLT HGT ob 9'-1 1/8" I-F r r r r SEE AILS 14'-2 1/2"o THIRD LEMEL FF 1-uti THIRD LEVEL FF 14'-2 1/2" It I - ot TRIM 4"TRIM PILT HGT ABOVE SLAB L (TYP)— SECOND LEVEL IFF 9'-5 1/2' Nw 12"TO 10" TAPERED—\ COLUMN E . . . . . . Ill SHEATHING LEVEL 1 IFF ob 2'-8 1/2" U. en, C\! t; _j GRADE ot o'-o" co r Nw 0 0 JOB NO. 04-BI-0019 LEFT ELEVATION OSBORN RESIDENCE SCALE: 1/4"=i'–o" SHEETTITLE SHMT FRONT AND RIGHT ELEVATIONS A2.3 I L lei E :5 E Mu c, 8 la ra (D fn Ud C36 U; 0) E C, j5 8 to 8 g tm L2 0 014 9 C'D co co 12:12 12:12-------- --- ci FIR CL co 3 (ni cm AM wl c%j Kr -Ji W co C4 12:12 c%i 9'-1 1/8"PLT. LEVEL3 tol LL- 8 T.-I CD AD.2 G 7E? c'.3 .6 m cqrj co 04 04 C) cn, uj 04 91-1 I/8"p LEVEL 12:12 co 12:12 pbk w > w -j M cl w 12:12 '-11 1/8.PLY— RI'DGE 9 LEVELO RIDGE w 0 12:12 1- :12 0 04 z 7: 0-a I 04 ............... CRICKET w 12:12 12:12 12:12 CL ZZ p— 2 _j co w 12:12 ui 41 i>u 7 p— �u 4 I CD 0) C 11--1 178- PCT-- ABOVE ENTRY E U, u F-7- .2 IL LL 0. JOB NO. 04-Bl-0019 ROOF LAYOUT OSBORN RESIDENCE SCALE: 1/4"=l'—O" SHEETTITLE SHEET ROOF PLAN A2.2 MAIN FLOOR NOTES r it GAS HUB ON LN0TEj[_00_RT_ �.5 E PORCH FOR 1. WINDOW GRILLS ARE STANDARD IN FRONT BBO 2T.6" @ (DU - 2 = *§ AND SIDE ELEVATIONS AND REAR E 8!-6" 21'-0" ELEVATION BE CLEAR GLASS. AR j CL ca 2. ALL UNDIMENSIONED PARTITIONS �g - ROUGH. ARE 3 1/2 .9 - 0 2 10'-21 01 -a 0 W n rim 10 3. ALL ANGLED PARTITIONS ARE 45 CD g X DEGREES UNLESS OTHERWISE NOTED. L- LjL_%w1% 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" LE 0 4 -5 -Ed N- :D. 23 PLYWOOD FLITCH PLATE AT ALL EXTERIOR _j �2 29*-6' X 12'-0* WALL OPENINGS AND INTERIOR BEARING 8!-6n 61.3" 9'.3m 5!-6* WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS ANDAR SOLID cy 9 BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE CO OF STUDS UNLESS OTHERWISE NOTED. BALCONY SCREENED PORCH 7. ALL TRUSSES TO BEAR ON EXTERIOR D S PARA WALLS AND/OR GIRDER TRUSSES UNLESS 8- C OVERED PORCH 8'-6"X 21'-6" 21'-Om X 10'-Om OTHERWISE NOTED ON FOUNDATION PLAN. L 10'-0" CLG. 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 29'-6'0 X 109-0' HANGERS & SET SPACING FOR ALL ED TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST �2)13068 L 068 15-L ONE WINDOW IN ALL BEDROOMS TO HAVE w/HA I. C RCLE NS ABO 1E W/HALF CI LE TRANS ABOVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. N* m 0 % ---------------- -------------- WITH MIN. DIMENSION OF 24* IN HEIGHT AND (2)30 15-L (2 3 15-L 20" IN WIDTH; SILL HEIGHT NOT GREATER 6Y/FEB T SABOVE WIFEB SABOVE THAN 44" ABOVE FLOOR. PIN 10. BALLOON FRAME ALL EXTERIOR WALLS -) TO UNDERSIDE OF ROOF (ABOVE 8'-1 SHEATHING - PROVIDE FIRE STOPPING < MASTER SUITE 5- EVERY 8'-0" VERTICALLY IN WALLS > 8'-l". CATHEDRAL CLG. 11. ALL HANDRAIL BALUSTERS TO BE 20'-l" x 17'-7" HI3+ (2) 8 15-L I SPACED SUCH THAT A 4" SPHERE CANNOT U. 0 w F, :5 Inn - LA PASS BETWEEN BALUSTERS. W.m I m TRANS OVE 1 12;.ALL ELECTRICAL AND MECHANICAL co 0 CD EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; U3 ctj co CONTRACTOR TO VERIFY. CD 04 VAULT VAULT to 13. FOR ADDITIONAL NOTES SEE GENERAL 07 "0 L co GREAT ROOM im NOTES ON TITLE SHEET & DETAILS. 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m a: 10'-0" CLG. (2)S[13050 cm 21'-S' X 11-7" 96' ABOVE FINISH FLOOR (U.N.O.). @84'AFF s -6 ;z 15. WINDOW MANUFACTURER TO TEMPER ALL C.3 CO ci) C6 ,e T-010 e WINDOWS 2' WITHIN DOORS, OVER TUB & rn 'tr (2)3 0 5-L cd C4 w/FEB T SABOVE SHOWERS 7 WINDOWS WITHIN 180 OF THE Ln ca 8'CU-TURED TUB FINISHED FLOOR. C6 _j CL a_ I' CLG. 42'h WALL 9'. j GASHUB W/15*.BARTOP 9Y20 2'-4m DIS D UBLE RIS cn X IN CLG 18, CENTEREDIN - 2668 PKT - --- - - DINING ROOM DIS 18, C.) f- C13 GASRHR 2X6 INING11 0 0 '40 2668 PKT 1 5 9 OVE _ )" CLG. D/W 24- 3 Yj 9' CLG. 10-( 11'-6w X 13'-2" (a)co BC I 24K MEDICINE CAB. D/S 40 00 I c - 4-6! _z9 F_111�\ 61-51 1-8- T-9/1 18n\ L 9 Z-7 10 2�1 � I En B6 24f co to -'*6c,_,j PREP SINK Bq y ft TOUS W/DISP. to 11 - %. c(2)2668 0 9 Z" -------------- RANGE% LL zo cli MICRO ------- ----- HOOD Ay 3'-9y2* 1,1,-6. -2 "cq u_ 6-8' 2-21 IL-ZI a. 0 KITCHEN I B-P Ln 9. CLG. 2668 7 co rn Bd % STUDY ENS U- n c1l 5d ;izr u_ HARDWOOD TREAD 10'-Ow CLG. cn CATHEDRAL CLG. ;sL& I III,I Uzi W/PAINTED RISERS 10'-8" x 12'-0" 42'h RAIL--,\ 91-20 ff-2" x 11'-7' I \ CIO A d w m 3: 31 18-11 48" f "':LL US (a)cn H kRDV rOOD TREADS C3 OPEN 5-C6412- 39" T. cn 013 _jaF---- IV/PA INITED RISERS - -- - - - - - - - --- -- ANDRAIL REF.SP 2868 PKT R/S C-0 cxn C1.1 L-------J 2868 1 U. 07= Lu DB I _j H)kRDWOPD TREADS A 'cn R/,9 %I/PAINTED RISERS 11 rra.-. -I WINE STORAGE i2 Iu) I I T LI -0" CLG. cn Do 10' in Z m CLG. 89-60' X 56-4" 0'-6 w - ----- bo 1�n x 5-5" A/C Z� fl.: BATH. 2 28 i8 SC z @ 2068 11 i CL 16-0" C-1) - SPE 206& j 0-9" X:CLG.., z m .1, - I 2)6 5 'COD I F% % CA LI----_1 R/S cn CN MLu 10 1 AA 04 c Dq co - - -- - - -- - - - Qa X: LL Z4/z HL I ------- 0 ca cn c%j c%j u- cm 58 0 '-4- 1 1, 5068 BYPASS cn EP 4 < REF.SID AANQF) < cn Ix- Po.r4 2868 SC 0 Lu vj AL_ ;;I- CD Tf 'BATH I F-- X 3-0 2 =Z) IM60 11yY cn FOYER 2 7"to @ I= 3: 2468 0 9' CLG. VENfDRYER-1t*WE z cf) S e IVL 9' CLO. 0 7 cl) TO GARAGE 8-00 CLO. 3]E8J-Lw/1 OSL /5 '"'12"TRA ABOV 21'-1- X 19'-1 R/S R/S 26 8 N 668 4068 BYPASS 4068 BYPASS Lj WINE STORAGE NOTES: WINE STORAGE WALLS TO BE R-19 INSUL W/4 UL POLY. CLG TO BE R-30 W/4 MIL PUY.WALLS AND CUING TO BE c GREEN WALL ILO DRY WALL(ON ADDENDUM).DOOR TO BE 6!-11" -21 2!-2w ff ENTRY SOLID EXTERIOR GRADE W/WEATHER STRIPPING. I I T 1 .9 20 1 10 Lq ; L L--------- SQUARE FOOTAGE Z? F_ -I FIRST FLOOR 1077 SQ FT IE L j L I_j SECOND FLOOR 1485 SQ FT VAULT VAULT VAULT VAULT Jc BEDR OM 3 BEDR OM 2 TOTALAC 2562 SQ FT C, C1 CATHEDR L CLG. CATHED AL CLG. 11'-I" x 12'-5" 11,-Orrw 12'-5* U. I n FRONT BALCONY 76 SQ FT U. n < 83 M % FRONTENTRY 44 SQ FT 00 H13 0 U) REAR BALCONY 393 SQ FT (2) 8 15-L (2)26 15- -- WOOD DECK 354 SQ FT LANAI 8.�K�GD 8 613D 0. zo zo GARAGE 498 SQ FT TOTAL SQ FT 4320 SQ FT JOB NO. 04-Bl-0019 % 4'-8y�' 51 4�4 :j oY-T -1072. Ff 1-2m 6-3Yj x OSBORN RESIDENCE J Wf 6-3)/2' 6-V L .1 6!-6* 23'-Gw 23!-W SHEET TITLE SHEET 30'-6* FLOOR PLANS MAIN FLOOR PLAN- SECOND FLOOR PLAN- A2. 1 SCALE: 1/4"=l'-Om SCALE: 1/4"=I'-O" L ;2)3OC68 L 068 15-L' C L T 2)3 r15 2)T3 r15 IR E rNSABO 1w/HALF C rCLERAN, NIFE( 0 _L B TRA S ABOVE WIFEB S ABOVE UL__1 P�81 5 L w F Z7 U32 (2 3 gO T w:/F E B)) CU 7UREDTUB 0� CLG. 3 p 606 L T F/7 W Q2668 GAS HUB ON FOUNDATION NOTES i .sf PORCHFOR [NOTE-FOUND E BBQ ca 1. STRUCTURAL FOUNDATION PLANS SHALL BE -g -u g BY OTHERS. SEE STRUCTURAL ENGINEERING CD FOR ALL STRUCTURAL DETAILS AND NOTES. A 2 r. 8 2. SLOPE GARAGE FLOOR 1/8' PER FOOT TO 0 M El t� 'c-a E E OVERHEAD GARAGE DOOR OPENING. a M'V' 1 E 8 3. 4" CONCRETE SLAB W/ 6"x6"xlO*/10" W.W.M. :a >1 CL w 0) OVER 6 MIL VAPOR BARRIER OVER CLEAN (a 2 ca.:5 30'-6" WELL COMPACTED (MIN. 3000 P.S.I.) > TERMITE TREATED FILL. (3000 P.S.I.) L FIBERMIX OPT. r5 4. CONFIRM ALL INTERIOR BEARINGS WITH ADA TRUSS ENGINEERING OR CONV. FRAMING PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANY ————————————— ———————————————— ————————— ISLANDS FOR GAS AND ELECTRIC. C? -- ----- % 6. CONFIRM ALL FLOOR OUTLET LOCATIONS I � "' c� 9 TH BUILDER AND OR HOMEOWNER PRIOR G ——— ——————————————— —— cb F TO SLAB POUR. Q 7. GENERAL CONTRACTOR TO PROVIDE SLAB 8 CONTROL JOINTS EVERY 400 SO. FT. D co co 8'-6- 2V-0" L z 1 .0 0 0 2'-2 1/2" LANAI,6 r9 0- BLOCKCHANGE w U) Ilk HBJ F to cm to cb CQ 't;r co cm FLOOR PLUG c:o ,*: Ica ccn4 cc BLOCK CHANGE um- 3 1/2" CONC. SLA B\w/ Cc,-,, c.13 6x6 NO. 10 WWM OR FIBERMESH. REINF OVER VAPOR BARRIER fa OVER CLEAN COMPACTED L� Ld c.0 78 c3 TREATED FILL cvs > m —————————- CD V-4- GAS HUB ---I ----------- NOTE: ALL ANGLES ARE 45 DEG. OVERHEAD UNLESS NOTED OTHERWISE. 0 0 r D/W 11 WALLS SINK VERIFY INTERIOR BEARING w/DISP. WITH TRUSS ENGINEERING cn SINK w/DISP. co RAI I G I= ..1-8 112 0 14'-1 1" cn 39"REF. Sp. L-------J L 4-CONC. pp. i SLAB VEN7 DRYER L zo LL 11 1 TO GARAGE All" YER p cm —— ——— ——————-- —--j MEMEMENNE 0 co RIEF. I'WAN6E Ll C STEP /N I o L 1 Sp. zm O'-1 0" DOWN6�-5/2 7'-7y2' 14-0/2" Ln z 0 9 oyi % .N. 4'.0)/2 z 2-5 Y2-! 1 .0 Y-A Lu 2 Lu m 0 CD a. O'-'a- FRONT 0'-4* GARAG� SLAB,$ 0 cn cm Iz w E �/�4 E U. cl cm co L 0 �k L L 2'-2- Z-2' Y-*kJl-\ 8!-3- Z-2w f JOB NO. 04-Bl-0019 all 10 2 STORY SECTIONS 30'-6" OSBORN RESIDENCE 14 OUNDATION SCALE: 1/4"=l'-Op SHEETTIME SHEET FOUNDATION A2.0 L 4ft E E'.2 E FIeriods only used on one word abbreviations, if the abbreviation .8 Cc 8 0, GENERAL NOTES is a different word by itself; e.g. ARCH,, BIT., and LAM. a g 90 4D ABBREVIATIONS Periods are usually used when abbreviating multiple words, unless they SHEET INDEX E 0 a ca -9 are very common without periods; e.g. AFF, HVAC, R/A, and WWM. n - I A.B. ANCHOR BOLT 2 C, 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING FAB FASTEN(ER) UP! 0 ABV ABOVE PAR PARALLEL Ordinances,and Regulations and all other authorities having Jurlsaction. A/C AIR CONDITIONING F.D. FACEBRICK ROD. PART BOARD F.B.O. FURNISHED BYOTHERS I ICLE ARCHITECTURAL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.D. FLOOR DRAIN PC.CONC. PRECAST CONCRETE requirements. AC.T. ACOUSTICAL TILE(CLG) P.E. PORCELAIN ENAMEL AFF ABOVE FINISH FLOOR F.E. FIRE EXTINGUISHER PIED PEDESTAL(SINK) AO.0 COVER SHEET 2. Minimum Design Loads: A.D. AREA DRAIN F.F. FINISH FLOOR(LINE) PERI PERIMETER B. Install#15(min.)felt under all shingles. ADD ADDENDUM F.G. FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FOIL FIBERGLASS PL PLATE(HEIGHT) 10 P.S.F.Dead Load C. Nails only to be used for roof shhVIa attachment. ADJ ADJUSTABLE FIN FINISH PALAM. PLASTIC LAMINATE GENERALNOTES No stapler.alkwed. FLO FLASHING AGO AGGREGATE FLR FLOGR(ING) PLAS PLASTER ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLINGUNIT FLUR FLORESCENT(LIGHT) PNL PANEL 10 P S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PNT PAINT(ED) ALUM ALUMINUM FND FOUNDATION PR PAIR(OF) LAYOUTS 0 Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5*(min.).27 gauge aluminum with bakedenarnel finish. Downspout to be 4' A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED 06 Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PSI POUNDS PER SQUARE INCH PTN PARTITION ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 FLOOR PLAN 3. CONCRETE 6. INSULATION A A.T. ASPHALT TILE FR FRAME(D)(ING) UTO. AUTOMATIC FS FULL SIZE PV PAVE(D)OR PAVING AVG AVERAGE FTG FOOTING PVC POLYVINYL CHLORIDE(PIPE) A2.2 ROOF PLAN AWNG AWNING FUR FURRED(ING) PVMT PAVEMENT A. Foundation types and designs may vary with the Individual pertinent soils conditions on A. Provide R-1 I (Min.)batt insulation In all exterior walls and R-1 9(minimum)blown Insulation PWO PLYWOOD A2.3 FRONT & RIGHT ELEVATIONS each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown Insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 36*WIDE BASE CAB. GA GAUGE where Inadequate soils or landfill occurrences require special oradditional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. BD BOARD G G.B. GYPSUM(WALL)BOARD Q Q.T. OUARl*TIUE A2.4 REAR & LEFT ELEVATIONS structure or gas mitigation due to there oocurrencer. R-1 1 batts at fireplace chase walls and under fireplace unit. BF 81-FOLD(DOOR) G.C. GENERAL CONTRACTOR BIT. BITUMINOUS GD GRADEORGRADING RIA RETURNAIR A2.5 INTERIOR ELEVATIONS G.D.0 GARAGE DOOR OPENER R RISER(ONSTATIS) BLKO BLOCKING R BLDG BUILDING GFi GROUND FAULT INTERRUPTER R.B. RUBBERBASE C B. All design,revisions,engineering,Installation and liability of sol conditions,gas mitigation BLK BLOCK(CMUsJ GL GLASS OR GLAZING RAD RADIUS BLKG BLOCKING GLBK. GLASS BLOCK RBL RUBBLE M and structural designs due to inadequqte soils or landfill occurences shan be the BM BEAM R.D. ROOF DRAIN Ived with the design and B.M. BENCH MARK GT GROUT REFR REFRIGERATOR responsibility of the'Builder-Developer"or Irs subcontractors kwo 7 DRYWALL G.I. GALVANIZEDIRON Installation of such;and the ArchItW shall not be held liable or responsible for their BP BI-PASS(DOOR) REO REQUIRED DETAIL SHEETS Implementations. BFIG BEARING. RES RESILIENT A- All walls to have)2'o gypsum and all ceiIirigt6JlqMsum#ceiling board unloss BRK BRICK 42-H 4r HIGH(WALL) REV FIEVISION(S),REVISED noted otherwise H M13 HOSEBIBB ADA WALL SECTIONS/FOUNDATION DETAILS ELS. BOTH SIDES REINF REINFORCED(ING) BSMT BASEMENT H.C. HOLLOWCORE RFO ROOFING C. Contractor shall be responsible for size,location and Installationof revisedsteeireinforcing B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR SOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX AD.2 ROOF DETAILS areas receMngfiberglass enclosLire. BTWN BETWEEN H.D. HEAT DETECTOR OR FEAVY DUTY RLG RAILING per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDR HEADER R&M RANGE W/MICROWAVE AD.3 MISC DETAILS B-W. BOTH WAYS How HARDWARE RM ROOM HOT HEIGHT R.O. ROUGHOPENING AD.4 MISC DETAILS D. Soil test must be approved by Geo technical Engineer priorto footing pour 8. INTERIOR TRIM AND FINISHES to be selected bycordractor. CAB CABINET H H.M HOLLOWMETAL R.O.W. RIGHTOFWAY C C.B. CATCH MIN ORZ'HORIZONTAL R&S ROD ANDSHELF(S) CEM CEMENT HR HOUR AD.5 MISC DETAILS C0 C%J 9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 1`11.: . . CF CUBIC FOOT HS HORIZONTALSUDER ca E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and S BCH SCHEDULE CIJ shall be placed on firm,undisturbed soil 3-6*minimum below graft Contractor to CHAM CHAMFER HTO HEATING 00 A. All patio doors-operable leaf inside. C.I. CAST IRON HVAC HEATINGNENTILATINGAIR COND. SD SMOKE DETECTOR c=i ,J: SEC SECTION CM C� reinforce concrete footings and poured concrete walls as required for specific soil conditions HIND HARDWOOD(FLOORS) ca M M or local codes,whichever,Is more restrictive. CAP.CONC. CAST-IN-PLACECONC. S.F. SQUARE FEET > B. Door and window infiltration shall be In accordance with 1 12 ocal ordinance and shall Meet CIR CIRCLE SF.GL SAFETYGLASS ELECTRICAL cl performance standards ANSIIAAMA 101-88 for metal windows DH-C, 1.13. IRONINGBOARD 40 for virryl windows CIRC CIRCUMFERENCE S.G.D. SLIDING GLASS DOOR a a LL_ and the CRIF shall not be lessthan 55. 1 I.D. INSIDE DIAMETER C,J. CONTROL JOINT C�CONSTRUCTIONJOINT LLO. IN LIEU OF SH SINGLE HUNG OR SHELF(VING) al F. All concrete shall attain a 28 day compressIve strength of 3.000 ps.l. CK CALK(ING)CAULK(LNG) I.M. INSULATEDMETAL BHT (DRAWING)SHEET CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TK)M SHTHG SHEATHING E1.1 ELECTRICAL PLAN ct, CLO CEILING SIM SIMILAR C. Provide Insulating double glazing at all exterior glass areas and tempered glass Inaff sliding CLA CLEAR(ANCE) INT INTERIOR SKL SKYLIGHT Im G. Provide minimum 4*concrete cover at under slab utility locations. When concrete glass doors and in Windows as per local codes. CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE encasement of utility lines Is required,increase slab thickness at the utility Fine. Install CIA CENTIMETEFI(S) SNT SEALANT i JT JOINT CIS (D utilities lines well below slab. CMU CONCRETE MASONRY UNIT SPO SPACER C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS D. Caulk at all sash sliding glass doors,entrance doors and bottom plates(all sides of C:D COL COLUMN K KIT KITCHEN SPK (AUDIO)SPEAXER(S) C::, H. Provide Isolation joint material(asphalt Impregnated)between foundation walls and all slabs openings)and lead flash an windows and doors. COMB COMBINATION KO KNOCKOUT S.ST. STAINLESSSTEEL --cr a_Cl- Including patio, porch and sidewalks. CONC CONCRETE KPL KICKPLATE(ON DOOR) STD STANDARD COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE 10. MECHANICAL&ELECTRICA CONST CONSTRUCTION STIL STEEL CONT CONTINUOUS LAM. LAMINATE(D) STR STRUCTURAL 1. Provide'Zip Stripr or tooled control joints where Inclicated an the foundation plans. CONTR CONTRACTOR L LAV LAVATORY(SINK) SQ SQUARE A. All electrical andplumbing requirements shall comply with local building codes. Ali outdoor, CORR CORRUGATED L.B.O. LOCATION BY OTHERS SUS SUSPENDED bathroom and garage wall receptacles shall be provided with ground fault circuit protection. CPR COPPER LIV LIVING S.W. SHEAR WALL 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110volt. C OR CPT 0 CARPET L.L. LIVE LOAD T TREAD(ATSTAIRSIORTILE DIMENSION NOTE CRS C URSE(S) L.P. LAMINATED PLASTIC CSMT CASEMENT LT LIGHT T T.B. TOWER BAR C.ST. CASTSTONE T.B.D. TO BE DETERMINED A. Laminated veneer lumber(LVL)shall provide the design values equal to orexooeft the C.T. CERAMICTILE L.T. LAUNDRYTUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO following: B. Provide gray boxfor washer and provide solid metal dryer verit(taped-no screws)to CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROLJoNT exterior. CX CONNEXTION LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) FACE OF STUD,UNLESS OTHERWISE NOTED. 280D psi in Bending,Fb CY CUBICYARD LVR LOUVER T&G TONGUE&GROOVIE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent M METER(S) TEL TELEPHONE 2,000,00 0 psi In Modulus of Elastloity,E finish grade. 12M 12'DEEP THK THICK(NESS) D DRYER.OnDRAIN MAS MASONRY THR THRESHOLD D M VAX MAXIMUM B. Unless otherwise noted.all dimension framing lumbershall haveariallowable DBL DOUBLE T.O.C. TOP OF CONCRETE bending DECO DECORATIVE MATL MATERIAL T.O.F. TOP OF FOUNDATION stress+875 p.s.i.,(11000 psi repetitive)or better. D. Provide main sevier clean-out within 5'-D*Inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MC MEDICINECABINET T.O.M. TOP OF MASONRY otherwise. MECH MECHANICAL DEP DEPRESSED MFA. MANUFACTURER T.O.W. TOP OF WINDOW C. DIET DETAIL TRORTFIN TRANSOM(WINDOW) MH MANHOLE Unless otherwise noted.provided: E. In all buildings a continuous conduit shall be Installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES remote water malar reader at a location to be approved by the Water Department. The DH DOUBLE HUNG I. All trusses shall be securely braced both during erection and after permanent installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MIR MIRROR TV TELEVISION OUTLET OR LOCATION a building in accordance with commentary and recommendations as published by the Truss and Installed by to electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MISC MISCEUANEOUS TYP TYPICAL MLD MOULDING Plate Institute. The water departnent shall make the connections. D.L. DEADLOAD MIA MILLIMETER UC UNDERCUT(DOOR) DN DOWN(STAIRS) U UNF UNFINISHED MMS MEMBRANE D.P. DAMP-PROOFING U.N.O. UNLESS NOTEDOTHERWISE M.O. MASONRYOPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY 2- Y,-h�h density T&G,Plywood subfloor lued and nailed. Panel span rating shall be APA DR DOOR MOD MODULAR V13 VANITYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. I DRY DRYER MACHINE 2413 Exposure 1,with sealed edges. install per manufacturerd spacing and edge MRS MARBLE recommendatlom DS DOWNSPOUIT V V.B. VAPOR BARRIER F. Water service shall be 1"Minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MTL METAL V836 3V WIDE VANITY BASE D.T. DRAINTILE MT MOUNTED(ING) VERT VERTICAL DTL DETAIL MULL MULLION OR MULLED VIN (SHEET)VINYL 3- Y4'underlayment(minimum)under vinyl or tile on wood frame floor systems, G. All shower head heights to be 80*AFF at fiberglass showers and 841 AFF atceramic DW DISHWASHER N/A NOTAPPLICABLE V.S. VEGTABLESkVK showers. DWG DRAWING N N.I.C. NOT IN CONTRACT V.T. VINYL TILE C13 DWR DRAWER NL NAILABLE W 4. Mfn!%2'high density O.S.B.wood roof sheathing with*H*crips.APA panel span rating shall NOM NOMINAL W3630 36"WX3WHWALLCAS cc EA EACH < be 24/0,exposure 1,with sealed edges.Install per manufacturers!spacing N.T.S. NOT TO SCALE W W WIDE OR WASHING MACHINE >. recommendatiom and edge E EB EYEBROW(FLATARCH) N.G.V.D. NAT.GEODETICVERTICAL DATOM WC WATER CLOSET IMPORTANT NOTE: E.F. EACH FACE WD WOOD E.J. EXPANSIONJOINT CA OVERALL WF WIDE FLANGE(STEEL BEAM) ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION 0 OBS OBSCURE(GLASS) D. Roof truss systems shall be fabricated with wood chords and wood webs In accordance with ELEC ELECTRIC(AL) O.C. ON CENTER WH WATER HEATER W.H. WALLHUNG designs prepared under the supervision of a registered professional engineer. E.P. ELIECTRICALPANEL O.CAB. OVERHEADCASINET WI WROUGHT RON REFERENCES & CALLOUTS ON THE ARCHITECTURAL EQ EQUAL O.D. OUTSIDEDIAMETEn WIC WALK-INCLOSET EST ESTIMATE O.G.D. OVERHEAD GARAGE Dcxm WIN WINDOW PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W10 WITHIORWMIOLIT . ENGINEERING WILL SUPERCEDE ALL NOTES, E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for I EXG EXISTING OPNO OPENING WP WATERPROOF(ING) approval of roof trusses and beams CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTONAL W.R. WATER RESISTANT EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER WSCT WAINSCOT W.T.W. WALL TO WALL F. MinY,;exterior grade plywood or OSI3 wood sheathing behind all masonry veneer,drywit WWM WELDEDWIREMESH ATTIC VENT CALCULATION panels and cedar siding.See eluvations for locatloins. G. Pressure treated lumberto be usedwhere wood is In contact with coricrete and for 2x4 mud sill. SYMBOLS FORMULA: H. Exterior dock construction shall be with pressure treated lumberwith dimensions as 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING indicated on ft plarm *144 SQ. IN. = I SQ. FT. EARTH PLYWOOD ELEVATION KEY.OR SECTION KEY BLDG. CEILING (SF).X 144 = BLDG (SQ. IN.) SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEMWG BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 2 50%AT RIDGE&50%AT EAVES WOOD STUD PARTITION BATI` INSULA11ON DETAIL NUMBER OR SECTION KEY 02 SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 C < UNLESS OTHERWISE NOTED RIGID INSULATION Z BRICK 2% WATER CLOSET E ANGLE SQUARE FOOTAGE 1� i . CONCRETE BLOU U CENTERLINE FIRST FLOOR 1047 SQ FT CONCRETE D HB TUB/SHOWER SECOND FLOOR 1459 SQ FT Cj_ HOSE BIBB (FREEZE PROOF) TOTALAC _J cn STONE 2506 SQ FT LL ci C) GAS LINE STUB c4 STEEL LAVATORY FRONT BALCONY 76 SQ FT S 10 PENNY FRONT ENTRY 44 SQ FT E 0 0 S! DIMENSIONAL LUMBER DOUBLE SINK REAR BALCONY 393 SQ FT PERPENDICULAR LANAI 393 SQ FT JOB NO. 04-Bi-boig PLATE BLOCKING GARAGE 452 SQ' FT ROUND OR DIAMETER SINGLE SINK TOTAL SQ FT 3864 SQ FT HNISH GRADE WOOD OSBORN RESIDENCE SHEET TITLE SHEET GENERAL NOTES A1 . 1 E Lu 0 MM ch Z G) 2 12 M co co 9 E- tM CIO Osbom Residence �! (D -25 CIO �- Aa L ej Jacksonville Beach, Florida au) 0 M CC) CD BFSTCON Homes I :3 C'j Cn ICU C13 cts :2 (5 C6 C! co C.I, :> 0 C3 Q- CL CZ) L L I. L n n n n n n nri -fin I'll 1. - 11 1 LLLUL [I 1"i-fl-0 I I'l 1,11 <7 (32 E ...... go 2u In 19 .2 LL. M JOB NO. 04-BI-0019 OSBORN RESIDENCE ogl'avo I ut�!\e,�Ics Of SHEETTITLE SHEET COVER SHEET AO-0 Ln