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Jasmine Street 1011 D THIS DOCUMENT IS AN INSTRUMENT OF STRUCTURAL GENERAL NOTES - ARCHITECT'S SERVICE FpR OTHERS FOR CON- STOP LATH AND STRUCTION OF PROJECT CODES: STUCCO CORNER AS TITLED BELOW. 1997 Standard Building Cade (SBCC:1) 2" / BEAD 1" BEIAW 4" CONIC SLAB W/ 6XeX10�lO WWF INFORMATIONS DERIVED 04" CONC SLAB W 6XBX10 10 WWF' STOP LATH AND P.T. 2x BOTTOM PLATE W/ SILL SEALANT FINISHED FL00 OVER B MIL VAPOUR BARRIER R OVER / SLOPE 3/4" 7t 12" STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT OVER 6 MIL VAPOR BARRIER OVER " MAY BE USED CAN NOT BE USED FOR GENERAL: CLEAN, WELL COMPACTED, TREATED FILL ECP. JOINT AT GARAGE DOOR BEAD 1 BELOW 4 CONIC SLAB W/ 6BARRIE/R VI9 R _ --- ----- FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OV1R AS BRICK LEDGE OTHER WORKS UNLESS a. benign is void after two years from original date a! issue, unless updated to acceptable codes and practices at that time. VARIES -_ - CLEAN, W LL COMPACTED, TREATIJD FILL SLOPE GRADE II��_ DIMENSIONS ARE AUTHORIZED BY THE �H-vl......--��-.... �4. b. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. _ A. �• _ 4" CONC SLAB W 6XSX10 10 WWF SLOPE ---------- -- I- N. DISTANCES ARCHITECT WITHOUT _ :J LDIMENSIONS ARE c. All details shall be in accordance with instructions from manufacturer or designer. _ _ OVER 8 MIL VAPOR BARRIER OVER GRADE o - T INFRINGEMENT OF LEGAL _ _ CLEAN, WELL COMPACTED, TREAT D FILL IN. DISTANCES IIID 4" I 1 STORY RIGHTS. d. All temporary shoring shall be the responsibility of the contractor. I II i I I� I I I • I I I I=I I I I _ __ _ c� —II CLEAN COMPACTED II—III– 13 EV DESCRIPTION _=III -_— IIII�IIII-= II :j:�i���= �� w� — rw_WW ,� . I . . STORY FOUNDATION: �I _ I I. _ _ ____ _ __ I I SAND FILL _ _ _ u__ 1 STORY (NOTE): W/ 2 OR LESS COURSES, This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted engineering =I I =_ I I—I I(- I -- (2)#4 CONT. - 1-STORY I�I I I I-=IIII ` '. I- III I I I I = co 0 POUR SfEDCCNALL SOLID OR USE 10"x2q" FTN'G 1 a. Th s g p P _ _ • III III III=III II 5 OR 3 W O BRICK _ 2 design procedures, and is based on the best information available at the time of completion. The design is intended to minimize (2)# ( )#4 CONT.- 2-STORY I -==I IIT I= -6 MIL VAPOR BARRIER �I (NOTE): BEND ALL DOWELS AT TOP & differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized that foundation 18 _ _ /OTT_OM, EMBED MINIMUM e" INTO FOOTING owners shall be appraised of the soil condition and advised to maintain good practices = I I = I i= III= IIII= I I III- � I I I I — I � W BRICK IIII IIII I I /12 I�0 SLAB. 3 Components will undergo movement. Any subsequentPP B I I (1 STORY = I I I I — �(1)#4 CONTI in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and finish work above the floor slabs, 20" _ 12" _ 4 etc. I III III-----IIII----IIII— 1 STORY FOOTING SIZE b. Design has been based on a non-expansive soil with an allowable soil bearing capacity of 2000 pef• Active EFP= 30 pcf (level backslope). 2 STORY w/o BRICK 12' * WD W/w! (2) 4 CONT, w o RI CCK 1s xa W/ (2 #4 Cavi. W/ BRICK za" vnDE (INCLUDING LEDGE) w/ (3)/4 w/ BRICK 20"x8" W/ (3)#4 OR (2)05 CONT, c. Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been ianchored to the floor 6 TURNED DOWN EDGE w a BRICK �s" w�DE w/ (s)#4 OR (2)fg CONT, w/�'o s�Rxicx 2D"xIa' w/ 3 ,f4 OR 2 #5 CONT, system above or adequately braced to prevent damage to the wall, 1 Q BEARING STEP DOWN W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (4)#4 OR (3,15 W/ BRICK 24'x10" W/ �4;#4 OR �3;#5 CONT. d. Refer to the Geotechnical Engineer's report for all sail requirements for this site. 1 TYPICAL FOUNDATION DETAIL �- TYPICAL FOUNDATION DETAIL e. All foundation pads shall be formed to proper dimensions as Indicated on the drawings and centered on column or wall. NOTE: 20" WIDE AND (3) #4 f. The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items are CONT. AT 2 STORY CONDITION shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation configuration unless stated specifically on the drawings. P.T. 2x BOTTOM PLATE W/ SILL SEALANT CONCRETE: 4" CONC SLAB W/ 6=10/10 WWF AND 1/2" ANCHOR BOLT OR ALL-:THREAD OVER 6 MIL VAPOR BARRIER OVER EMBEDDED TO 8 BELOW GARAGE SLAB FFE CLEAN, WELL COMPACTED, TERMITE 4" CONIC SLAB W( 6BARRIER WWF OVER 6 MIL VAPOR BARR1EE1l�zZ OVER TYPICAL ANCHOR a. Detail reinforcement in accordance with ACI 315-80 (Revised 1986), Detailing Manual. Minimum concrete cover for reinforcement shall be TREATED FILL STOP LATH AND 6" WIDE CONIC. SILL CLEAN, WELL COMPACTED, TREATED FILL (1)#4 CONT. IN SOLID FILLED Builders as follows: _ ^i^y'� a STUCCO CORNER TOP AT MAIN SLAB LEVEL r TOP TO GARAGE FLOOR VARIES U-BLOCK COURSE Concrete east against earth 3" _� 4------- BEAD 1" BELOW Fi rstSou ree VARIES ���-r.---� • ••�•, FINISHED FL00 4" CONIC SLAB W 6X6X10 10 WW'F TXPTCAL SLAB Farmed concrete exposed to earth or weather,l-1/2" _ - �R P _�_ . _ OCLEAN, MIL COMPACTED ,BARRIER OVER D FILL OfJaCksonville _ _ _ I I• I I I ISI 111= I I = � �• ��T• Interior slabs, walls 3/4" — _ --- =IIII II I — =I =6 MIL VAPOR BARRIER REINF. _ DesignCenter,InC b. Minimum compressive design strength of concrete used for foundations and slabs shall be 2500 psi ® 28 days. = I I N I I — IIII=I I =1 — --' SLOPE I(I I-II I I I= III + c. Reinforcing steel shall conform to ASTM A615, grade 40. 111 I=I I( I1= 1=I I I I=I I II I = GRADE d. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner, bars shall be used. III = I I=IIII— III=I II I =1111= _ 1)#4 CONT.=I CLEAN COMPACTED =IIII=IIII-IIII II~ ,, P1CAL FOOTING 6550 Roosevelt Blvd. Minimum lap of reinforcing shall be 30 bar diameters, but not less than 18". =III ) I I= IIII—IIII L— I I 8 III=II I III I I� SAND FILL = I I—II-- IIII=IIII—IIII Jacksonville Florida a. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, _ _ I=III 32244 and testingshall be done in accordance with the requirements and application of ACI 301-84 (86), "Specifications Ifor Structural Concrete". IIII IIII—IIII- III— I ___ II =III 11114111 32244 TYPICAL FOUNDATION — I — Tel 904.772-8100 WOOD: I I=I I I I I -I -- --- III= Fax 904.317-2835 Framing lumber shall be as fall STEP DOWN DIMENSIONS ARE I ,ISI Ll I .IIII; I —I a, follows or better: G CxE N. DISTANCES 2 x Rafters/Beams/Joists #2 SYP 19% M.C. 'NON--LOAD "BEARING--'; TURNED 'DOWN 'ED I--Joists Provided by TrusJoist MacMillan, or equivalent. 11 7 FOUNDATION AT GARAGE FOUNDATION AT GARAGE LVL Beams Provided by TrusJoist MacMillan, or equivalent. Plates #2 SYP 19% M.C. . .. Studs #2 SPF 19% M.C. -• Typical -- Unless Noted Otherwise Stud Grade SPF 19% M.C. (2x4 -up to 8'-1 1/8") b. All nails shall bet a "Common" unless noted otherwise. Options to using common nails are as follows: 4" .GONG SLAB W/ 6BAX10/10 WWF type P g OVER 6 MIL VAPOR BARRIER OVER 12d/lOd Common 0.131" x 3" Gun Nails CLEAN, WELL COMPACTED, TERMITE " OVERLAP SLAB RECESS SLAB 3/4" FOR 8d Common 0.099" x 2 74" Screw/Glue Shank Gun Nails TREATED FILL 2 1 1/2" THRESHOLD (provided that the o/c spacing is reduced by 1/3. I.E.: 6"/12" o/c becomes 4"/8" o/c.) 1--1�2" DEPTH = STUD + 1 1/4" (FROM r r1 c. 'Where not otherwise shown on plans, all nailing or screwing shall be as indicated In the current Standard Building Code referenced above. OUTSIDE FACE OF BLOCK) V 1 All sheathing must be nailed or screwed; adhesives SHALL NOT be used in place of nailing; RECESS SLAB 3/4" FOR SGD d. Metal connectors to be provided by SEMCO or equivalent. a VARIES - ��-� w�-- 4" CONIC SLAB W/ 6BARRIER WWF _ �. ;�'�� _ _ OVER 8 MIL VAPOR BARRIER OVER H e. All exterior walls to be sheathed with minimum 7/18" O.S.B. with Bd 0 6" o.c. along panel edges, 12" o.c. in field. beams and prefab Joists shall be installed per manufacturers specifications. _ =l.l.l l=I I�II� =I I II I TYP• SLAB CLEAN, w LL COMPACTED, TREATED F11L1. =IIII-=IIII= 1=IIII=11 TYP. SLAB f. Laminatedp j P -- _ _ _ g. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced aot more than 16 feet o.c. — t —_ _ I=IIII=III —I I =IIII= �� _�_�_ -7:111 ' .___ '•.'•• ... '•.. , .: ' • _ _ _ =I II I II I=IIII– ' IIII—I II I�I II and not more than 4 from end all continuous lateral brace. -II I _ _ II =I III— =IIII= IIII I II=IIII=I interior walls anchor shoe late to slab with 1/4" diem. x 1 3/4" embedment depth tapeon anchor 0 32" O.C. _ _ T� � ��� TYPICAL FOUNDATION CLEAN COMPACTED —III=IIII—I I I- b, For all non--load bearing in P =IIII I I-II I I ,, _ ICAL FOOTING (or equivalent). Install anchors per manufacturers recommendations. I II)I=I I =— --I I — SAND FILL _ III = IIII1- IIII=IIII =II -- (z)#4 CONT. — —STOGY IIII– IIII IIII�IIII �HEE IIII�IIII� IIID III�III STEEL: _ _ (2)#6 OR (3)#4 CONT. FOR according to AISIC IIII=1 I I II = 1B I I---IIII 2-STORY I I=�1II� _ a. Detail, fabricate, and erect steel g �{ " on for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. 1 STORY _ I_ _ IIID TYPICAL FOUNDATION -- . . . : •: I I -- Specificati g _ • _ _ _ _ b. Structural steel shall be: 20" --_ — I I=III — —III Except as below ASTM A36 2 STORY I►111 I I I [Ill--�I I I I 1 NOTE: III --IIII=III--IIII=I Pipe ASTM A53, Type E or S. Gr. B XeTORY 2 OR LESS COURSES, Tube ASTM ASoo INTERIOR BEARING IIII=II IT III= PR STEM WALL SOLID OR (III IIII--=1 II [-•+ USE 10" x 20 FOOTLNG c. All bolts shall be A307 unless noted otherwise. ❑ STEMWALL STEP DOWN 3 FOUND. AT S.G.D. 3 FOUND. AT S.G.D. d. All welding shall be by a certified welder. NOTE: 20" WIDE AND (3) #4 U CONT, AT 2 STORY CONDITION MASONRY: a. Concrete block shall have a minimum compressive strength, f'm of 1600 pall.. Masonry shall be laid up using type S mortar only. Any 4" CONIC SLAB W/ BBARRIE1O OVER OVER 6 MIL VAPOR BARRIER OVER WWF HOLD HDR. BILK, masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 2000 1paL MARBLE SILL CLEAN, WELL COMPACTED, TERMITE 1 OUTSIDE b. All concrete masonry operations, shall be done In accordance with the provisions of the latest applicable recommendations of the ACI TREATED FILL 1 1/2" a Manual of Standard Practice. c. La all vertical reinforcing a minimum of 18". 6" MAY VARY TILE HAND XOOL ALL CONTROL JOINT TYP. .SLAB P SEE FOUNDATION TOOL 1 DEEP WHILE CONCRETE d. Provide horizontal joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM A82 and ASTM( A167 TYPE 304. PLAN) 4" CONIC SLAB W 8BARRIER WWF IS WORKABLE OVER 8 MIL VAP R BARRI R OVER CLEAN, LL COMPACTED, TREATED F111 Q IIII--1111 1IIII�IIII ,.�._ •�.:._w_.:..�_�.��-,� I� I �I I I I ISI 111= _-:- ' • � I I ,•.•� i�,i � =1 _= I I ISI 111= I I I ISI I ISI IIII III I . . � IIII�IIII- I II�III I�I II FOOTING � TYPICAL FOUNDATION I I „I I I I I 11-=I I I 6"lie MIN. SUNKEN SHOWER DETAIL CONTROL JOINT IIII— III IIII II 13 g 4 FOUND. AT DOOR SILL 4 FOUND. AT DOOR SILL DRAWN RWG CHECKED RW STANDARD FOUNDATION DETAILS SCALE SEE PLAN FOR DATE 10/26/99 STOP LATH AND I I WALL CONFIG. JOB NO. 1" AIR SPACE STUCCO CORNER I I " BEAD 1" BELOW I �I (1)#4 x 2'-0 OVER TRUSS `I l ASHIN�, MUST PASS, THROUGH , BEAD FLOORS 8"x9" CHASE IN BR CI< VENEER ® A' LEVEL BELOW F.F. \ r`� -• ... CONC. BLACK STEM EXTEND FLASHING BELOW SHOE PLATE SLOPE _ . .__ �__ — WALL. M T,�L R PLASTIC GROUT SOLID GRADE —�^ - \������`���\,,,,,, i�i ��� 0 F PL '% �POLY3 FLASHING AROUND PIPE GROUT SOLID -���• �4�, •• O�1 WEEP HOLES 0 48 O/C CLEAN COMPACTED "_ AROUND PIPE _ SAND FILL Z - - i TYPICAL FOUNDATION •' TYPICAL FOOTING q I=I .• _ A 15304 _ � a IIII-_ _—�I; =��r�•.••��Z$ p� �•w``` GRADE — I I—III —III �'• ti`s��,. FILL VOID BETWEEN BRICK UTILITY CHASE UTILITY CHASE VENEER & FOUNDATION 5 WALL W/MORTAR OR Q GROUT, FILL SOLID FROM FOOTING TO UNDERSIDE OF FLASHING a Q PLAN 14 BRICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE BRICK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ST2 OF SHEETS lb II 0 WOOD*Tie AnchOringRod System consists of an a 1/2"diameter threaded A307 steel rod epoxied into the concrete THIS DOCUMENT IS AN TRUSS TO HEADER (SEE SCHEDULE DTL A & B / STI) NO. 2 SYP 2x4 - BLACK AT 18" o.c. a - INSTRUMENT OF AND AT ALL EDGES - TOE NAIL foundation and placed vertically through the top plate where itis secured via a 3 square washer and nut.Thea wa ension load for IN PLACE W/ (2) 18d EACH END. ARCHITECT'S SERVICE 'WHQ•I TOP PLATES ARE INTERUPTED, STRAP each unit is#3,126 when installed as designed. ROOF SHEATHING SUPPORTED EDGE NAILING FOR OTHERS FOR CON— HEADER PER FRAMING PLAN. � TOP PLATES TOGETHER WITH (2) RTPGA824 At exterior walls,one WOOD Tie rod shall be installed at each corner post and at not more than six feet on center there after.Openings STRUCTION OF PROJECT (ONE EACH PLATE) PER PLAN greater than six feet in length shalt Have one WOOD*Tie rod placed at each side of the opening.Vertical loads exceeding#1,042 in SW4 A.P.A. RATED SHEATHING, FASTEN TO TOP AS TITLED BELOW. No. 2 SYP 2x4 NAILER, FAS'T'EN PLATE W/ (2) iDd AT 4" O.C.. SHEATHING uplift shall be addressed individually. INFORMATIONS DERIVED A.P.A. RATED SHEATHING ASTENED TO FRAMING TO TRUSS BOTTOM CHORD WITH TO MATCH ROOF SHEATHING. p p epoxy, P FROM THIS INSTRUMENT PER SHEAR WALL TABLE (BLOCK ALL EDGES) NAIL THROUGH A.P.A. RATED SHEATHING The rod should be embedded not less than 4-1/4"into 2,500psi concrete and secured With Simpson SET'22 e x ,ox other two-part INTO NO. 2 SPF FRAMING PER SHEAR (2) ROWS 10d AT 4' O.C. (TYP.) 'WALL TABLE. (OR EQUAL VALUE) epoxy with equal or higher allowable tension loads for the identical application.A 2"edge distance should be maintained to ensure that CAN NOT BE USED FOR BOTTOM CHORD OF TRUSS BOTTOM CHORD OF TRUSS the full allowable load of each rod is reached. All rods shall be within 8"of a stud. OTHER WORKS UNLESS 'WAIS SHEATH TRUSS CLOSEST To The rod should continue vertically'through a hole(+/-3/4",approximately centered)in all blocking and the double#2 SYP top plate, AUTHORIZED BY THE SHUR(z)RTPGA824 'W/(24)10d FROM 6d COMMON HOLD Dowry 0 ENDS IN ADDITION INTERIOR WALL W/ 7/18" A.P,A. Above the to late,a 3"x3"x10 a steel washer shall be used,The nut shall be tightened to I/-45 and-feet of torque. To add ARCHITECT WITHOUT BEAM TO POST (OR EQUAL VALUE) DOUBLE SPUD EACH END NAILING TO TYP, WALL SECTION (A/STI & p p g p° q OF SHEAR WALLS N RATED SHEATHING W/ 8d 0 B" INFRINGEMENT OF LEGAL (OR EQUAL.VALUE) (I SPACING B/SP1). WOOD*'TIE ROD MAY BE O.C. AT ALL EDGES AND 12" O.C. additional rods capable of withstanding#3,126 in tension,a threaded coupler nut shall be used to join the rods together to create a USED 1N LIEU OF ANY SPECIFIED RIGHTS. IN THE FIELD - BLOCK ALL EDGES. HOLD-DOWN. continuous path from top plate to foundation. PT NO.z SYP 4x4 POST (U.N.O. ON HEADER KING STUDS MAY SERVE EDGE FIELD 1-STORY 2-STORY Additionally,at exterior walls,7/1(i"OSB,3/8"CDX,or 5/16"Hardi-Panel should be applied to one side of the wall and an additional REV DESCRIPTION FOUNDATION AND FRAMING PLAN) - AS DBL STUDS AT THE ENDS OF WALLS � 16' LONG: NONE (1)RS150 row of 8d nails(6d w/fI frdi-Panel)placed at 6"o/c into the top plate assembly,in addition to any other nailing specified for securing COLUMNS GREATER THAN 10' OR THOSE SHEARWATIS sw 8 12 REQ'D; WALLS [ 15' LONG: STRAP SUPPORTING ENGIN WOOD PRODUCT: ' (2) TIP'S W/ 1/2" DIA. FASTEN TOP PLATES TO EACH FASTEN DIAPHRAGM TO 2x4 NAILER W/ the sheathing to the frame. 1 MIN. Bx8 OR BUILT-UP 2x8 COLUMN. A,B, & 3x3 WASHER WITHIN OTHER W/ 2 ROWS OF (4)10d 10d AT 4" O,C. (TYP. BOTH NAILERS) 4" OF STUD9/PPP'S BETWEEN EACH STUD, & 10" O.C. TO BLOCKS. At interior walls,spacing may remain 6'-0"o/c,however,maximum roof truss uplift with 6'-0"o/c spacing is reduced to#490 per truss. 2 To achieve an allowable capacity of#1,042 per truss at interior walls without the stiffening effects of the sheathing,the o/c spacing must POST TO SLAB CONNECTION WITH STUDS PER PLAN (1)SGP3 W/ 5/8" (3)RS150 SHEETROCK be reduced to 4'-0"o/c. 3 ABP44 OR 88 W/(12)18d OR SGP3 SWI 3 12 DIAM. EPDXIED STRAPS W/(14)16d (OR EQUAL VALUE) spACINC ALL THREAD 7/18" A.P.A. RATED SHEATHING ATTACHED WOOD*Tie Anchoring Rods may elso be used in lieu of other hold-dawns,including SOPTs,MTS2713 s,MTT28B's,and FTP42's, ,4 P PLAN (EMBED s" MIN.) TO STUDS C/i E1eDd ATBLO O.C. EDGES. among others.Any component requiring a tension tie with qui allowable load of#3,126 or less may use a WOOD*Tie Anchoring Rod. SW2 3 1z (2)TPP4's & 1/2" (2)Rs150 In conclusion,WOOD*Tie Anchoring Rods may be used as described above to replace cast-in place anchor bolts& washers,mud sill DIAM. A.B. W/ STRAPS 3x3 WASHER anchors,floor-to-floor strapping,header strapping,and TPP's(plate-to-stud connectors). " A "'•° . .a (EMBED 4 1/4" NLN.) 2x8 //2 SYP LEDGER FASTENED TO Shoe plate joints and walls under openings must be anchored separately and in addition to as described above. For joints at exterior 11--1 11-1 1 1—i 10 11---111—I 1 I—1 I( 18" o/c STUDS w/ (5)12d & EA STUD NOTES: shoe plates,install either an 8"overall length WOOD*TIE rod with a V round washer,a 3/8"diameter wedge anchor with a 1"round 1 I i—I I I I-l I 1=1 11-=111-1 TRUSS--TO-LEDGER CONNECTOR 1) 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITUTION NOTE: T r o _ SPECIFIED BY TRUSS ENGINEER FOR 7/18" A.P A. RATED SHEATHING ON EXTERIOR THIS INTERIOR SHEAR WALL DETAIL 1S INTENDER FOR USE IN AREAS WHERE THE washer and with an embedment depth of 3-3/8"and a minimum edge distance of 2-1/2"or the preferred method is to use(1)1/4" ,III-1 1 II ILII HOLD DOyVI1S WALLS ONLY IF NOTED ON THE FRAMING PLAN. SHEAR WALL RUNS PARALLEL. TO THE TRUSSES. THIS 1S AN ALTERNATIVE TO LI FOOTING (SEE FOUNDATION PER TABLE CONTWUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. diameter x 1-3/4"minimum embedment depth Tapcon anchor used near the center line of the shoe plate,and within 6"of the end, For FOOTING (SEE TYPICAL WALL SECTION) 2) OPENINGS IN SHEAR 'WALL SEGMENTS PERMITTED ONLY shoe plates under Openings eater than 6',use either the 1/2"or 3/8"anchors at 48"o.c„or 1/4"to ons at 32"o.c., Locate anchors AND FRAMING PLAN FOR SIZE) IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL p SHEAR WALL ASSEMBLY DETAIL D/9T1 C along center of shoe plate @ 32"o,c..Note:These anchor are intended to provide resistance to lateral(side)loading only,and not x TYPICAL PORCH POST L F 3) SGP3 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH ALTERNATE INTERIOR SHEARWALL FRAMING intended to resist any uplift or vertical loads. ST1 AND BEAM FRAMING DETAIL ST1 TRUSS LEDGER DETAIL STI 1/2" �'-o" FTP28 V/(22)16d (OR EQUAL VALUE) sT1 1" = 1'-o" At locations where a WOOD*Tie Rod cannot be located,but a tension tie is required,conventional strapping methods shown on this page may be substituted without additional analysis. 1/2" 1'-0" 1" = 1'-0" _. 5TUD_ _ _ Builders RTPGA824 'W/(20)10d (TYP.,4) - OR EQUAL TRUSS OVERHANGS IN EXCESS OF 16" AND UP TO A.P,A. RATED SHEATHING ON ROOF DECK u 0--612%. TPP w 10 8d ea 048 o e C'1 }�O ��� 24" USE 2x4 SYP PUT LOOKER AT IB"O.C. 513-768:.... TPP w/ 30 8d/ea ®32"o/o r I ` CLIP TO GABLE TOP CHORD WITH (2)HCPLL/R V/ 789-1268:.. TPP w/10 13d ea 018"0 c 2x4 BLOCK (8)8d. OVERHANGS IB" OR LESS USE 2x4 SYP HEADER PER STRUCTURAL PLAN JACKS 7' AND SHORTER MAY NOTE: (1)SPT22 or S T 4 w/(18)10d//en BLOCK SHEAsTH1NG EDGES OUTIAOKER AT 24" O.C. WITH (2)HCPLL/R W/ (B)ad USE 4) 10d IN LIEU OF MAY HE USED IN LIEU OF (1) Tl'P OJC�CkSOrIVIIIe' CONT 2x4 WITHIN 4' OF GABLE TRUSS TRUSS-TO-PLATE CONNECTION (OR EQUAL VALUE) Desi nCenter,lnc. FASTEN SHEATHING TO FRAMING AT 3" O.C.CQ ., ON EDGES, e" O.C. IN FIELD V/ 8d, 10 PRE-ENGINEERED ROOF TO BLOCK O C SWB 6550 Roosevelt Blvd. TRUSS DR RAPIER A.P.A. RATED SHEATHING TO NAIL THROUGH A.P.A. RATED SHEATHING Jacksonville, Florida HORIZONTAL 2x4 SYP /J2 BLOCK INTO NO. 2 SYP FRAMING W/ 8d AT 3" O.C. MATCH ROOF SHEATHING DOUBLE 2x4 NO. 2 SYP TOP PLATE. FASTEN BETWEEN EACH TRUSS AT ALL EDGES AND INTO EACH PLY OF W1 (2) ROWS 10d 12" O.C. (U.N.O.) MIN. 24" TRUSS-TO--PL CONNECTOR 32244 (3 1/2" FACE HORIZONTAL) GABLE TOP CHORD EACH DOUBLE INTERIOR PLATE, 12" O,C, TRUSS-TO-PLATE CONNECTOIR LAP V/ (12)10d IN LAP w/ TPP. SEE SEE SCHEDULE FOR TYPE ROOF SHEATHING ,W y, W„ ELSEWHERE' SEE TRUSS SCHEDULE FOIR STUD-TO-PLATE CONNECTOR SCHEDULE FOR Tel 904,772—'6100 zx L-BRACE ON GABLE VERTICALS lA FOR OTHER UPLIFT HARDWARE AND CONNECTOR. SPACING, NAILING, & ALTERNATES. CONTINUOUS 2x4 SYP #2 (3 1/2" AS SPECIFIED BY TRUSS MANUF. CONNECTIONS, SEE TYPICAL WALL (OR EQUAL VALUE) Fax 904.317.2$35 FACE VERT,) PLACE (1) RTPGA8B SECTION AND TYPICAL HEADER A.P.A. RATED SHEATHING OVER SPF STUDS SPF STUDS STRAP CENTERED 0 EA. SPLICE GABLE TRUSS FRAMING DETAIL. TRUSS TOP CHORD W/ (2) 12d NAZIS INTO VERT, RTPGA 4 W/(zO)iDd (TYP.,4) MEM-TO-PLATE MEMBER OF TRUSS. (MAY EIIM. (OR Ute,) AT DOUBLE INTERIOR PLATES, NAIL. FIRST (4)tia NAI19 TO BE TOE-NAILED INTO N0. 2 SYP PT BOTTOM PLATE w/ TPP 1/2" ANCHOR HOLT OR CONT 2x4 WHEN (1)RTPGABIO CUP END OF LATERAL BRACE TO GABLE PLATE TO SECOND PLATE W/ (2) ROWS EACH TRUSS AND THESE CONNECTORS SEE STUD-TO-PLATE CONNECTOR SCHEDULE WEDGE ANCHOR (4,6" 1S USED FROM BLOCK TO BLOCK BOTTOM CHORD WITH (2) HCPLL W/ (B)6d. 12d COMMONS AT 8" Q.C. uN 0-520:.............. (1)HCPLL/H w/(8)8a FOR SPACING, NAILING, & ALTERNATES EMBED) W/ 2"x2 /c HEEL OF PRE-MANUFACTURED I ACROSS EA TRUSS) (OR EQUAL VALUE) 521-1040:......... (2)HCPLL/R w/(8)8d/EA (OR EQUAL VALUE) WASHER AT 30" o/c TRUSS or (1) HDPTI x/(8)&d GABLE BOTTOM CHORD W/ FAP18 0 24" O.C. SIDE PANEL HEIGHT TO lo4f-1288:........... (1)11DPT1 ../(1o)Bd or N0. 2 SYP PT BOTTOM (OR EQUAL VALUE) WIDTH REQUIREMENTS (1) 1TrPGAB14T w/(14)IN 1/2" dia. x7" EMBED A.B, w/2"x2"x1/8" WASHER PL w/ TPP's PER SCHED 7/18" A.P.A. RATED SHEATHING r 7/18" A.P.A. RATED SHEATHING WITH h ft MIN. w >1288:.................. SEE STRucrum PLAN AT 30" o , OR MAS W/ (8)lOd AT 21" O.C. (DR EQUAL VALUE) W/ 8d 0 B" O.C. AT PANEL w ed NAILS 6 8" O.C. ALONG ALL PANEL 7' 2'-1" EDGES & 12 O.C. IN FIELD - r EDGES AND 12" O.C. IN FIELD. BLOCK 8 I -8 1/2- BLOCK ALL EDGES. ALL EDGES (CONTINUE SHEATHING TO r �--- MIDPOINT OF GABLE BOTTOM CHORD) N -+ 4' 1'-2 1 2" _ I I I=1 Il- GRADE i_ - q TRUSS--TO-PLATE CONNECTOR: DOUBLE TOP PLATE OF WALL IF FIRST FASCIA. E MORE THAN FINISH Ii. d ° B x 8 VIA $ V1.4 WWF ° _ �IF TRUSS SCHEDULE FOR 32", FROM FASCIA, USE (2)2x4'H 0 0 TYPE (DTI A & H / 9T1) /2x4 SYP LATERAL BRACE AT 48". FIRST OUTLAOKER ONLY 1-III�111T °�'' WATERPROOF BARRIER (2)18d THROUGH BRACE INTO EACH F TRUSS BOWOM CHORD. EXTEND �'� . FOOTING TO BEAR ON UNDISTURBED SOIL STUDS / SHEAR WALL BRACE TO FOURTH INTERIOR TRUSS. 1r1 FRAMING PER PLAN SGP3 W/(24)10d (7YP.,4) NOTE: MASONRY STEMWALIL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL SCHEDULED BOTTOM PLATE AN T FAP18 0 24" O.C. FOOTING (SEE TYPICAL MALL SECTION) (OR EQUAL VALUE) (MAS. ANCHOR BOLT, WEDGE ANCHOR, OR EQUAL VALUE) WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR BRACING' OF TRUSS HEELS OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS, M OVER 16 TALL AT SHEAR WALLS G GABLE END BRACING DETAIL D SWB — SPECIAL SHEARWALL DETAIL A TYPICAL WALL SECTION ST1 1/2„ = 1,_"0„ ST1 1/2„ = 1'-0" ST1 1/2„ = 1t—o„ ST1 1/2„ 1,-0„ GARAGE DOOR HEADER (SIZE PER CALIAUT I ON FOUNDATION AND FRAMING PLAN) HEADER PER FRAMING PLAN A.P.A. RATED SHEATHING ON ROOF DECK r V..L TPP W/(IO)Bd (4)10d 0 KING STUD-TO-HEADER, JA 7' AND SHORTER MAY TOP PLATE TO STUD TRUSS-TO-PL CONNECTOR: EACH END AND EACH PLY. USE9(4) 10d IN LIEU OF �...� A.P.A. RATED SHEATHING W/ 3" O.C. TRUSS--TO-PLATE CONNECTION (TYP 2) TPP W/(10)Bd 6 32"O.C, SEE TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF H� (OR EQUAL VAILUE) (DH EQUAL VALUE) TYPE (DETAIL A & B ON AT TOP (INTO PLATES) AND BOTTOM SHEET STI) (INTO HEADER). NO TPP'S REQUIRED TRUSS OR RAFTER EXTERIOR CORNIER -� RTPGA824 V/ (24)104: OF GARAIGE 12 IN STUD, 12 IN WOOD*TIE ROD FROM ABOVE HEADER (TYP. 2 EACH DOUBLE NO. 2 SYP TOP PLATE. FASTEN SECURED TO BEAM VIA MTS27B W/ �� END OF HEADER) W/ (2) ROWS 10d 12" O.C. (U.N.O.) MIN. 24" TRUSS-TO-PL CONNECTOR (18)184 OR (1B)10d NAILS, MIN. FASTEN EACH ADJACESNT (OR EQUAL VALUE) FASTEN ADJACENT KINGS AND TRUSS--TO-PLATE CONNECTOR LAP W/ (12)10d IN LAP w/ TPP. SEE SEE SCHEDULE FOR TYPE STUD W/(2)10d 0 8'V.C.. CRIPPLES W/ (2) ROWS OF 104 7/18" A.P.A. RATED 0 8"O C SEE TRUSS SCHEDULE FOR SPUD-TO-PLATE CONNECTOR SCHEDULE FOR • BEAM SECURED VIA WOOD*TIE ROD SHEATHING W/ 8d NAILS JACK AND KING STUDS, CONNECTOR, SPACING, NAILING, & ALTERNATES. • & (1) MTS278 W/ (16)16d OR (18)10d AT 3' O.C. AT EDGES & QUANTITY PER CALLOUT ON (OR EQUAL VALUE) 12" O.C. IN FIELD. FRAMING PLAN. A.P.A. RATED SHEATHING OVER SPF STUDS SPF SPUDS 3 KING STUDS EA1CH 1N THE EVENT THE CONCRETE SIRE OF OPENING WHEN 7/18" A.P.A. RATED CONTRACTOR OMITS THE �4 USING 2x8 FRAMING„ 4 PUPB26 EMBEDDED STRAPS, WOOD*TIE ROD THROUGH ,�. SHEATHING W/ Bd NAILS IT IS ACCEPTABLE TO - - CENTERLLNEOF BEAM. KING STUDS EACH SIRE AT B" O.C. AT EDGES & SUBSTITUTE (1) SRP1216 (4)8d touts TO 13E TOE-NAnED 1NL01 WHEN USING 2x4 12" O.C. 1N FIELD. WOOD*TIE ROD ADJACENT TO EACH TRUSS AND THESE COHNECTO" FRAMING, SERIES FLAT STRAP PER KING STUDS EACH SIDE OF u,l 0-aeon............. (i)HCPLL/LT w/(�)Ba PUPB26. FACE MOUNT THE JACKS PER PLAN STRAP TO THE FOUNDATION OPENING �8'-V 621--1040:......... (2)HCPLL/H w/(8)8d,/9A u 0-612:.. TPP w 30 8d ea 04B o c PUPB26 V/ (14)104 (R EQUAL VALUE. TYP. WITH (2) 1/2" DIAM. EPDXIED or (1) UOM w/(81)ed 6 3-788:.... TPP w 10 ed en 632 o c ALL THREADS W/ 4 1/2" MIN. 1041-1288:.........., (1)HDPn wAIO)8d! or 789 1288:.. TPP w/ 10 Bd/efl 018"o/O 2 PLACES THIS SIDE) NOTE; (1)SPT22 or S 4 w/(18)iOd/eal EMBEDMENT. FASTEN OPENINGS GREATER THAN 8' .. E STRUCTURAL RAL TvIlaa MAY BE USED IN LIEU OF (i) TPP STRAP TO JACK STUDS W/ USE 1 2" OR 3/e" ANCHORS ai208:.................. SEE srxuCTURaL PLAN (OR EQUAL VALUE) WOOD BEAM TPP W/ (10)ed (14)10d, AT 48 O.C. OR 1/4" TAPCONS HOT. PLATE TO STUD 4" SLAB V/8"x8" THICK- AT 32" O.C. (OR EQUAL VALUE, TYP. JIM ENED EDGE V/(I)#4 STUD VALLS 'W1T1H 2 PLACES THIS SIDE) LL CONT, UNDER DOOR. BRICK VENEER OPTION: SECURE BRICK VENEER TD VODID FRAME w/ GALV, TIES ® 16" o/c NO. 2 SYP BOTTOM PLATE 'W/ TPP SEE FINISH _ ANCHORS PER TYP. WALL SECTION HORIZONTAL & 32 o/c VERTICAL STUD-TO--PLATE CONNECTOR SCHEDULE f�1� GRADE =1 I it I I—III—I I (TYP 2 SHOWN). �,i•,4 - '1111 (OR EQUAL VALUE) —III NAIL SHEATHING TO BOTTOM 3/4" T&G PLYWOOD - NAIL & GLUE , I-1 —=�1, 11.=1 I 1=1 I 1=1 FOOTING (SEE TYPICAL WALL SECTION) PLATE AND HAND BOARD 1'-4" MIN.; IF [ 2' 4", I III- j l— FLOOR TRUSS OR ]-JOISTS SE 2x8 FRAMING 8'_D" I 8' OF CONTINUOUS WALL WITHOUT OPENNGS PER REQb SHEAR WALL N H TYPICAL GARAGE DOOR PENING DETAIL OPENING FRAMING DETAIL WOOD* IE EDGE NAILING. STRAP ACROSS JOINTS sT1 OFFSET WOOD*TIE BEAM CONNECTION sT1 1/2„ 1,_o„ 1/2" = 1'--0" 'N '(I)RTP A824 DRAWN RWG/RW 1/2 11-0 I CHECKED RW NAIL SHEATHING TO BOTTOM :+ PLATE PER REQ'D SHEAR WALL EDGE NAILING SCALE NOTED TIE UPPER FLOORS STUDS DOUBLE NO. 2 SYP TOP PLATE. FASTEN THE UPPER FLOOR STUDS POST PER STRUCTURAL PLAN I TO LOWER FLOOR STUDS OR LAP(2) (OWS 1 IN LAO.C. (U.N.O.) MIN. • 24" TO LOWER FLOOR STUDS OR DATE 10/21/99 TO LOWER FLOOR BEAM WITH LOWER FLOOR BEAM WITH HEADER PER FRAMING PLAN 40" LENGTH OF RS160 STUD-TO-PLATE CONNECTOR SCHEDULE FOR 40" LENGTH OF RS180 JOB NO. STRAPPING w/(II)Iod/END. SPACING, NAILING, & ALTERNATES, STRAPPING w/(11)10d/END. - MATCH TPP SPACING (OR EQUAL VALUE) MATCH TPP SPACING TRUSS ST1—BASE (iB", 32", or 48" o/o (16", 32", or 48" o/c) TPP W/ (10)ed (OR EQUAL VALUE) RUSS-TO-PLATE CONNECTOR: (OR EQUAL VALUE STUD-•TO-•PLATES CONNECTOR SCHEDULE (OR EQUAL VALUE) SEE PLATE-TO-STUD CONNECTOR SEE SCHEDULE FOR CONNECTOR. �/ MULTI-STUD CRIPPLES SCHEDULE FOR SPACING: MAX. (DETAIL A & B ON SHEET' STI) 613�788z... TAP w/ 10 8d/ea ®32"o/c (1)104 NAIL 0 8" O.C. STAGGERED (1)10d NAILS • 4" O.C. 2x8'S - 3 ROWS OF 10d BETWEEN PLATES NO 2 SYP 48" O.C., MIN. 18" O.C.. 3/4 OF CENTERLINE OF 2x4 STAGGERED 1 1/4" OFF NAILS 0 B" O.C. STAGGERED (MATCI$ PLY OF POST ABOVE) 789 1288;„ TPP w/ 1D Bd/efl 618"o/O CENTERL]NE OF 2x8. AS SHOWN, EA PLY. BOTTOM PLATE ( Q ) \\\\\\ 1111111 I Illz ////`, ALL JACKS;TO HEADER: NOTE: (1)SPT22 or S 4 /)(16)lOd/ea FLOOR TRUSS MAY BE USED IN LIEU OF 11 TPP SPF SPUDS �\ O F' RTPGA918 -W/(6)10d IN HEADER, ORE UAL VALUE \\\ f� (6)16d 1N CRIPPLE. OR EQUAL VALUE) FASTEN ADJACENT KINGS AND A.P.A. RATED SHEATHING OVER SPF STUDS �J ;' �`! d N CRIPPLES W/ (2) ROWS OF 104 : Y JACK AND KING STUDS, 0 8"O.C. - r QUANTITY PER CALLAUT ON N0. 2 SYP PT BOTTOM PLATE w/ TPP i FRAMING PLAN. -TOSEE STUD FOR SPACING,TNAILING. &PLATE NALTERNATES-- PROVIDE -k- ( Od PER ENDRAT6EACH 1/2" ANCHOR HOLT OR U -~ ALL JACKS TO BOTTOM (OR EQUAL VALUE) ARr15364 SPLICE ON EACH STUD PLATE: K TPP W/(12)l Od PER EWEDGE MBED) W%ANCHOR /g" �f �� (OR EQUAL VAGUE) CRIPPLE �OR EQUAL VALUE) 1/2" d1a. x7" EMBED A.B. w/2"x2"x1/8" WASHER WASHER AT 30" 0/c % �� / / (8)Lod AT 21" O.C. i 1 1/2" � OP PLATE NO. 2 SYP DHL (ORAT EQUALVALLIS W /����ii �7' 1) Ag \\\\�*\ SEE TYPICAL WALL SECTION FOR a xe. o \\\ 00 FLOOR TO FLOOR STRAP REQUIREMENTS '° 2" 1 6 e" FINISH T I 8 x 8 V1.4 x W1.4 WWF / POST PER STRUCTURAL PLAN GRADE •.I o 1 q -� ` . WATERPROOF BARRIER PLAN 2 SPF OR SYP 2x4 2 SPF OR SYP 2x6 2 SPF OR SYP2x8 BUILT-UP COLUMN BUILT-UP COLUMN BUILT-UP COLUMN FOOTING TO HEAR ON UNDISTURBED SOIL SHEET NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL SCHEDULED BOTTOM PLATE ANCHOR PLATE HGTS, UP TO 12'-1 1/8" PLATE HGTS. UP TO 14--1 1/8" PLATE HGTS. UP TO 20'- 7" (MRs, ANCHOR HOLT, WEDGE ANCHOR, OR EQUAL VALUE) WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENINGS IN BEARING WAILS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. CONCRETE FOOTING (SEE FOUNDATION AND FOOTING SEE TYPICAL WALL SECTION) SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES, ALL FRAMING PLAN FOR TYPICAL DIMENSIONS) EXTERIOR AND INTERIOR WALL SHEATHING TO BE NAILED TO ULTI�-STORY TYPICAL WALL SECTION STI /1 P EACH PLY OF POST WITH A MINIMUM OF 8d NAIL 0 12" D.C.. MULTI---STORY STUD POST SPLICE E TYPICAL OPENING FRAMING DETAI -" U.N.O. B sT1 MULTIPLE PLY POST CONNECTIONS sT1 1/2" 1,_0„ sT1 1/2" = 1'-0" ST1 1,/2„ w 11-0„ 1/2 to = is-0" OF SHEETS � . D l � z inC, l � THIS DOCUMENT IS AN INSTRUMENT OF ARCHITECT'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW. INFORMATIONS DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ARCHITECT WITHOUT INFRINGEMENT OF LEGAL RIGHTS. REV DESCRIPTION 1 5/25 FLIP 2 3 4 0 Builders 3 FirstSource OfJacksonville DesignCenter,inc. ................. 6550 Roosevelt Blvd. 206 �7• 1 O Jacksonville, Florida 2 �. g4' Sw (2)2x1Q-2/3 Sw 32244 Tel 904.772---6100 7 sT2 Fax 904.317-2835 I N_ _ �' ° � 11 I � I I o ICn ro I � 4- 11 S 2 I Eco ST2 S � ST2 I � x CV 4 C C 4" CONC. SLAB REINFORCED W, S ST2 .. a FIBERMESII ON VAPOR BARRIER 0' R TERMITE TREATED CLEAN, COMPACTED FILL. C0 21 I 8/10 i 'T2 I i � 7 N I OL 4" t I � T2 I E--1 g�1 )T2 SW FORM ST2 � 4; Sw Sw C .7 ST2 ia'a i a 4'6 12,31/2 STRUCTURAL PLAN �� W �. • --• ST2 s1 3/16,> _ 1 '-0 U Y� 4 1 FOUNDATION PLAN Cn s1 3/1671 V -0)) W E--� U E-+ � 4 DRAWN MDA CHECKED RW SCALE _3/ 16" DATE 4/26/00 JOB NO. 0---247 TRUSS 0-0971(4/17 OF LEGEND D] IIGN LOADS PLAN NOTES =xAlt . AR 5��5�1 1) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND DETAILS. 7) ALL INTERIOR LOAD BEARING HEADERS SHALL BE (2)2x6---1/1 (U.N.0) '•:::' -"� GRAVITY LOADS: 2)2x6-1/2 HEADER/BEAM CALL-OUT ROOF LOAD DEAD LOAD ...17 PSF 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION INCLUDING BUT NOT LIMITED TO 8) ALL STUD WALLS SHALL BE AS FOLLOWS: b= �,�ic R ( ) , //ililil)Illi!1111 �\ -100 NUMBER OF KING STUDS EACH SIDE OF OPENING (LIVE LOAD).....20 PSF ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS PROVIDED BY OTHERS. BUILDERS SPF STUD GRADE 2x4 STUDS ® 16 O.C. - UP TO 8 -�1 1/8 PLATE HGT. NUMBER OF CRIPPLE STUDS EACH SIDE OF OPENING FIRST SOUCE OF JACKSONVILLE, INC DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR (FOR SINGLE STORY BUILDING) — SIZE OF HEADER MATERIAL FLOOR LOAD (DEAD LOAD)....15 PSF THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY SOURCE OTHER THAN (BFSDC). SPF•#2 2x4 STUDS ® 16" O.C. - UP TO 10'-1 1/8" PLATE HGT. NUMBER OF PLIES IN HEADER (LIVE LOAD).....40 PSF SPF#2 2x4 STUDS ® 12" O.C, - UP TO 11'-1 1/8" PLATE HGT. P LAN1213 - C 3) ROOF SHEATHING SHALL BE 7/16 A.P.A. RATED SHEATHING WITH 8d NAILS AT 6 SPF#2 2x6 STUDS ® 16"O.C, �- UP TO 12'- 1 1/8" PLATE HGT. LATERAL-LOADS; O.C. AT ALL SUPPORTED PANEL EDGES AND 12" O.C. IN FIELD. 9) CONCRETE SLABS MAY OMIT THE WWF IF FIBERMESH CONCRETE IS USED. WIND LOAD - 100 MPH SHIT ARWALL SEGMENT - REFER TO DETAIL F/ST1 SEISMIC ZONE - 1 4) FLOOR SHEATHING SHALL BE 3/4" T&G DECKING WITH 10d NAILS AT 8" O.C. AT ALL 10) A MASONRY STEM WALT, MAY BE USED IN LIEU OF A MONOLITHIC CONCRETE STEMWALL. REFER SW# AND/OR D/ST1 SUPPORTED EDGES AND 12" O.C. IN FIELD, TO SHEET ST2 FOR THE REQUIRED DETAILS. S1 5) ALL EXTERIOR WALL SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING WITH Sd 11) TRUSS (ROOF AND FLOOR) DESIGN AND LAYOUT BY BUILDERS FIRSTSOURCE OF JACKSONVILLE. X APPROXIMATE WOOD*Tie LOCATION NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN FIELD (TYP-U.N.O.). OF RODS SHOWN ICORNERS MAY BE N CORNER LOCATED OR OILER RASOLDE ) 12) PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE SUBSTITUTED FOR HEADERS SPECIFIED IN 6) ALL EXTERIOR HEADERS SHALL BE (2)2x6-1/2 (U.N.O.) THESE PLANS. ETS 1 DATE r- L] � U LI I o s N AN L -LL -L-LL I I I I S-'.- _ 0 tai^ 'j3 REAR Lf-FT ELEVATION SCALE 11411 1 MOT b 6 ,S fn rn e �� DATE cf) LL- L= Lf) < :iz to �-J- C-11 r: 00 U 0 CD -------- Doi CIO I I 5 ET fRONT K I GMT ELEVATION SCALE 114 1 MOT Ja� mn DATE F— ......... 1. 0 U) ........... CE cf) CE 00 960 U) GARAGE (8'flat ceiling) KITCtiEN' UVING {Gelling51oped I 11' c\j from 8,to 10') from &toI O,Y/ 0 C) CLI -------- ------------ 10 flat - ------ ----- -------- I a Flat— ii f/ ri ..........- CLOSET ESATH P Rat (V ceiling)DEDROOM GF1 :0 $ ®r, BEDF,00M ........ MA5TEP,DDRM Gel (V fiat calli") (V flat cedinq) <> PORCH MA5Tf-P,BATH' -(v flat ceding)_ LIVING AREA CC) I 19(:) !5q ft lx� ............... P,00✓ PITCH 15 C) tu SHEET f IK5T (LOOK ELECTRICAL PLAN 5CALf- 1 /411 1 MOT DATE I _ ..-_... ..___.._.. . civ m tl- I , . - > 32 LC) 0 if 5 }j 8'flat ceiling) KITCHEN M1 LIVING — U I • '1 ( (Ceiling Sloped M 1) (Ceihng Sloped , Cfl Q� -7 from E3 to I O from S' to 10') ------ -------------- IF 7jr I ; - i 1 ..__- i ? 10' Fiat Ceihng u<< 1 - I i Of Flat--- UI ;•, _ ! I I P 1 II CLOSET ! BAThi ; II - ............. .} i (8`flat (8 ce�hng) i \� BEDROOM ceding) /t.... - (Cathedral Ceihng.) it I j BEDROOM MASTER BDW i .................. j (V flat ceding) (8'flat ceihn I i j •. PORCH 1---�'MA5TfwR 6A7t1' (b'ceiling) i +_(S'flat ce lin SZ LIVING AREA g) J I 19Q5qft � _..___ __I_______ r�•_...-_.- iz L i RC7O>' PITCH (S C) Lu 5HEET ROOF PLAN SCALE 1 /411 = 1 moo I `tS �oOan ne-, DATE 57' 12, 22' cx—0.td—,U..t 311 5110 102 0 N N 3050 77- A4 WF 188 W G12 WR1630 vp63o ()p I z3g go, J 0) 0 C) 0 0 C) 218- o GARAGE (8,flat cellitelling) -A RiTCME510 edT:w N LIVING 191 x 10,10 -"-,I from V to 101) from 8'to 10') 0) Ti 14'1 1 x 10'1 0 21,9 x.3b b ------------ 2,5G5 7==7-77 ----------------- - ----- 4'1 1l'0' f 1;9'4,PIlin6j 2'8 t 31r, -T I 22 J 4'5 1/2 M CID ------- -40Q5 2868 21 civ10 1,2 315 1/2 4'G4 112 19 I/2 65 1/2 2bG810, 2GS& C-1- 41 3,G 314 c Ino LO 0 cu Q 0 0 Ln t CL05ET 13AThLO Vx T 0( 8,flat BEDROOM 5'xTI I (Cathedral 105 x 117 M A C) i u 300 BEDROOM MA5TER E3DRM (81 flat ce-dinai) (8'fiat ceihnc3) 0 It'll x 10,11 15'1 1 x 12'1 /T, 4020 Cn 411 , PC RCH 6-) '�—/MA5TEP,BATH \—Z 11 g -.(8, flat cellinci)- 7 --v . 1� -- U -- - -- - -5'X0, LIVING AREA ............. Q ca LT- 3050 5c, C) c) ............ P,00f PITCH 15 G: 12 2'6 21 2') 1/2 t Tl 0 ALL INTERIOR )01105'4 1 L2 G 2'4O'l 1 112 5,8 1 G4 PITCHES TO DE 0 MAXIMIZED 55, ---------------- 5HEf-T f LOOK PLAN SCALE 1 /411 FOOT Swmin-e1 V DATE 23' 34 I - ! LO CV Irl I i C Zv I f I f" 0 o0 GARAGE On / I LQMR) I I © m iL iaiaxiaa I I I I l o l d f 53'9 x 253 { I 4' 112 ( I PORCH / LOnP-) 310 4'4m LIVING AREA 1 184 ft , .) I G'2 112 _ 4'G 12`3 112 5'8 16'4 LU --..1 CD 5HEF-T fOUNDATION SCALE 11411 fOOT ( �� 1 -,�Snn0e, DATE cv [V CO IL v v ) LO U0 o0 � o -it� r t�. - . r f 7 C5, gg SHEET PERSPECTIVE