The URL can be used to link to this page

910 Camelia Street - Plans DATE 5125/00 U-) U- LO 0 0 C) u -7 7- 1-7 00 LLI I �z P, - �OP RLA,,, EIVED 5ttf ET JUN 5 2000 TIVE City ci Atlantic Beach Building and Zoning el)A 57r, DATE 5125/00 57' 34' LO ,77 7" , 7M777 7/�777- LL- T LO v Z C) r (4* LQ\" 4 5LA15 211- 1 5319 x 2513 4' 1/2 - 77 PORCH -7777777777777/ 7� 77 (4" 3'J 0 it 4A LIVING AREA 1 184 ft Ln I G'2 1/2 41G 12-3 1/2 5115 1 G4 55' CD 5HEET FOUNDATION 5. CALf! 11411 = ' I MOT DATE 57' 5/25/00 <i 4;�—IDA4—Ung 5'10 1 LO G806 7 7 �1 7 ;p 7'7 7 �p �p .7 to 1 Y'7 "r7-7 :1 1p 0 j- T=-n 7"�O !X '4' *,54.12 > CD C) C) GAPAGf! (a flat callina) UVING k) C�/ (Cedinq 51oped Z (coliml 510ped --5 ......r from&to 10) L. From V to I W 1*11 101 i5 V9 x 3"�' 5r,-J:--------------------- U) V 119 31G 2'6 SP - - f ---------------------- Of) cli _77 2' 1 IQ )12- 31 1/2 4-G vZ4 1/2 119 112 65 1 M C14 U r F P9 ,V01 I flat--- 2G'd co 4 J 34 0 t�xm Y) -J CLC)5fT rcJ11114) SIP (an t ....... �7 M rl,3) BF-DROOM z (Cathc,�rjl 10'5x 1�7 SP ' I f- I I W z - "-1' 7 0 MURDOM 7 MA5TER 13URM W T flat CMIIM)� cz1hn-3) 7 7 7 0 151 1 x F 14 1 x 4011 j4'. 1 .." 40200 Th cli 4'G U) p PC RIC 0 [J�M-A5TER BATH 0 flat adin9- 7 10 LIVING AREA -—————- -————— - 3050 1 190 541 ft ED —Roor CH 15 If 4" G: 12 ALL INTERJOR 2'G PCTC,.HE5 TO 13E V4 1/2 4'G 4 MAXIMIZED 911 1 1/2 1 G'4 < 55, 5HEeT f LOOK PLAN q10 5CALE 1 /411 1 MOT Coe DATE 5/25/00 > rJTCHEN (d flat r-ellina) LIVING Q cellinq Slgpcj uj (Cellln,3 from&to 10) from a to 10) --------------------------- ----- ---------------- I(Y Flat cclhn,�j 77� L 19 Fljt� Ccilin,3 ILI - CL05tT DATH I 'I flat DEUKOOM (Cathecirol Cedina) DF-E)ROOM MA5TF-K DUKM 4� flat=lsn,�) (d flat C-allin,3) FORGH MA5TEK DAWN (V cedincj) p flat cdifinq)- LIVING AREA ------ ------- LL I j 90 5ct ft CD ROOF P1TCH 15 C% = G: 12 LO 5HEET ROOF PLAN I IM f OOT q1O 5CALE T DATE 5/25/00 c\j U- 4 1 '00 C) T /00 to GAKAGe — I '.' KJTCHF.N (0 flat cellina) UVING (Ceflinj 51oped from to 10) fi-QM 6'to I UY, z c\1 w 0 0, 0 C) J2 Q U I(Y FiSt Q!N1In+ - $$ A0 UD Cc 41 CLO,5ET t*-m (& (Catheciral Ccihn,3) !j MA5TtR 5VIRM (&flat ccilm,3) (&flat c4mhtii) PORch BAN, —(& m flat CC411n"J'L LIVING AREA 1 190 ft ROOF FITCH 15 C) CD 5HF-ET f IR,5T f LOOK ELECTRICAL PLAN 9/0 CJ4McLJA ST. 5CALE 1 /411 MOT PAT E 5/25/00 6===J 0 > cli F====iM 0 6 C) r=l �- () lu I T I L-T--I- r I I T I I L----A- I lu HT' CD F-E 5HEET FRONT RIGHT ELEVATION 5CALE: 1 /4" 1 MOT .......- -910 CAM6-LM DATE r- T- 5/25/00 T---7- I T T I- T�- 03 LL TEME ........... T---L--r I I -T I r r-j- F-- 1�r-- I F "I I I A I I I I I I T=T—, T_—T_7-- 11 1 T I ....... ....... I ,--.e I ED EL -ELI --j CD 5HEET REAR LEfT ELEVATION 100 5CALE 114" 1 f=OoT Coe 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 I 5Z25 FLIP 2 0 3 4 R\ Builders FirstSource Macksonville Design.Center,Inc. ............ 9w 6550 Roosevelt Blvd. 2 "T& Jacksonville, Florida 51Y -2/�j 32244 23@ E- sw (2)2X10 SW V) 7 Tel 004.772-6100 ST2 C, _j Fax 904-317-2835 CQ Cq w r _C0 —T E_ ST2 V) I w= _j rll � I I I Ic y C\2 4 CC NC 4" CONC. SLAB REINFORCED W1 S ILUA 3 V2 L FIBERMESH ON VAPOR BARRIER OVI OF TERMITE TREATED CLEM, COMPACTED FH-L U jar, 3 0 co . I A ST2 LO CQ L 117 /f3 1� 7� Sw T2 10 117— C9 MML Sw SW j C) _j �4 ialz 02 A, 4,8 A4 12-3 1/2 5.11 STRUCTURAL PLAN �4 �_4 04 3/16 1 �-4 �42 E-4 FOUNDATION PLAN 3/16 1 E-4 e� 0 q A N DRAWN MDA CHECKED RW SCALE 3/16" TE 4/26ZOO "o, JOB NO. 0-247 1A TRUSS 0-0971(4/17 0� 011 G q/o F z I Na , LEGEND DEI�z GN LOADS PLAN NOTES (IV 0 1) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND DETAILS. 7) ALL INTERIOR LOAD BMING HEADERS SHALL BE (2)2xG-1/1 (U.N.0) 2)2x6-1/2 HEADER/BEAM CALL-OUT A GRAVITY LOADS 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: ED,, 40 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 0 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 0 16" O.C. UP TO 10'-1 1/8" PLATE HGT. PLAN NUMBER OF PLIES IN HEADER (LIVE LOAD).....40 PSF I SPF#2 2x4 STUDS 0 12" O.C. UP TO 11'-1 1/8" PLATE HGT. 1213 — C 3) ROOF SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING WITH Od NAILS AT 6- SPF#2 2x6 STUDS & 16"O.C. UP TO 12'-1 1/8" PLATE HGT. B 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. SHEET WIND LOAD 100 MPH SHEARWALL SEGMENT - RF.FER TO DETAIL F/STI SEISMIC ZONE 1 4) FLOOR SHEATHING SHALL BE 3/4" T&G DECKING WITH 10d NAILS AT 13" O.C. AT ALL 10) A MASONRY STEM WALL MAY BE USED IN LIEU OF A MONOLITHIC CONCRETE STEMWALL. REFER 'AN ET Sw# AND/OR D/ST1 SUPPORTED EDGES AND 12" O.C. IN FIELD. TO SHEET ST2 FOR THE REQUIRED DETAILS. [E APPROXIMATE WOOD*Tie LOCATION 5) ALL EXTERIOR WALL SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING WITH 8d 11) TRUSS (ROOF AND FLOOR) DESIGN AND LAYOUT BY BUILDERS FIRSTSOURCE OF JACKSONVILLE. S1 X RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE �W 4") NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN FIELD (TYP—U.N.O.). Of PROPERLY CONSTRUCTED CORNFER POST OR OTHER SOLID G. 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. OF SHEETS TRUSS TO HEADER (SEE SCHEDULE DTL A B STI) NO. 2 SYP 2x4 - BLOCK AT 16" D.C. WOODMe Anchoring Rod SySteln consists of an a 1/2"diameter threaded A307 steel rod epoxied into the concrete THIS DOCUMENT 19 AN ANT) AT ALL EDGES - TOE NAIL foundation and placed vertically through the top plate where it is secured via a 3"square washer and nut.The allowable tension load for INSTRUMENT OF IN PLACE W1 (2) 164 EACH END, WHEN TOP PLATES ARE INTERUPTED, STRAP each unit is#3,126 when instalied as designed. ARCHITECT'S SERVICE HEADER PER FRAMING PLAN. TOP PLATES TOGETHER WITH (2) RTPGAS24 ROOF SHEATHING SUPPORTED EDGE NAILING FOR OTHERS FOR CON- 5 (ONE EACH PLATE) PER PLAN At exterior walls,one WOOD*Tie rod shall be installed at each comer post and at not more than six feet on center there after,Openings STRUCTION OF PROJECT 0 SW4 A.P.A. RATED SHEATHING. F-48TEN TO TOP greater than six feet in length shall have one WOOD*Tie rod placed at each side of the opening.Vertical loads exceeding#1,042 in EZZ2= NO. 2 SYP ZxA NAILM FASTEN AS TITLED BELOW. A.P.A. RATED SHEATHING FASTENED TO FRAMING PLATE W1 (2) 10d AT 4" D.C.. SHEATHING uplift shall be addressed individually. PER SHEAR WALL TABLE (BLOCK ALL EDGE NAIL THROUGH A,P.A. RATED SHEATHING TO MUSS BOTTOM CHORD WITH TO MATCH ROOF SHEATHING. INFORMATIONS DERIVED INTO NO. 2 SPF FRAMING PER SHEAR (2) ROWS 10d AT 4- D.C. (7YP.) The rod should be embedded not less than 4-1/4"into 2,500psi concrete and secured with Simpson SET22 epoxy,or other two-part FROM THIS INSTRUMENT WALL TABLE. (OFt 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 SHEAR WALL the full allowable load of each rod is reached. All rods shall be within 8"of a stud. OTHER WORKS UNLESS Ok 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 (2)MPG-4824 W/�24)10d FROM SHEATH TRUSS CLOSEST TO ad COMMON HOL12 DOWN 0 EM IN ADDITION INTERIOR WALL V/ 7/16" A.P.A. BEAM TO POST (OR EQUAL VALUE) ILE S 'H END NAILING TO 7YP. WALL SEC77ON (A/STI & Above the top plate,a 3"xYxIOga steel washer shall be used.The nut shall be tightened to+/-45 pound-feet of torque. To add ARCHITECT WITHOUT (OR EQUAL VA=) OF SHEAR VALLSi # SPACING B/STI). WOODOTIE ROD MAY BE RATED SHEATHING W/ 8d 0 a USED IN LIEU OF ANY SPECIFIED D.C. AT ALL EDGES AND 12- D.0 additional rods capable of withstanding#3,126 in tension,a threaded coupler nut shall be used to join the rods together to create a INFRINGEMENT OF LEGAL HOLD-DOMN. IN THE FIELD BLOCK All EDGES: continuous path from top plate to foundation. RIGHTS. PT NO2 SYP 4x4 POST (U.N,O. ON HEADER al G STUDS MAY SERVE EDGE FIELD 11-STORY 2-STORY Additionally,at exterior walls,7/16"OSB,318"CDX,or 5116"Hardi-Panel should be applied to one side of the wall and an additional FOUNDATION AND FRAMING PUN) AS DBL STUDS AT THE ENDS OF WALLS a. 15' LONG: NONE (I)RS150 REV DESCRIPTION COLUMNS GREATER MAN 10' OR THOSE SHEARWALLS 3W a 12 REQ'D: WALLS < 15' LONG: STRAP row of 8d nails�6d w/Hardi-Panel)placed at 6"O/C into the top plate assembly,in addition to any other a-ailing specified for securing SUPPORTING ENGINEERED WOOD PRODUCT. (2) TPP'S 1/ 1/2" DIA. FASTEN TOP PLATES TO EACH FASTEN DIAPHRAGM TO 2x4 NAILER W/ the sheathing to the frame. MIN. 6x8 OR BUILT-UP 2xG COLUMN. A.B, & 3x3 WASHER WITHIN OTHER W1 2 ROWS OF (4)10d 10d AT 4" D.C. (TYP. BOTH NAILERS) 4' OF STUDS/TPP'S BETWEEN EACH STUD. & IQ* D.C. TO BLOCKS, At interior walls,spacing may renuin U-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(I)SGP3 MI a/a* (a)RsiGo ABP44 OR 66 W/(12)16d OR SGP3 SHEETROCK SW1 3 12 DIM. EPO)QED STRAPS be reduced to 4'-0"o/c. 3 W/(14)16d (OR EQUAL VALUE) SPACING ALL THREAD 7/18" A.P.A. RATED SHEATHING ATTACHED WOGD*Tie Anchoring Rods may also be used in lieu of other hold-downs,including SGP3's,MT32713's,MTT28B's,and F-FP42's, (EMBED V MIN.) L PER PLAN 1,1 TO STUDS V1 MIN. f1d AT 3- D.C. ON EDGE. 4 4*1 BLOCK ALL EDGES. among others,Any component requiring a tension tie with an allowable load of#3,126 or less may use a WOOD*Tie Anchoring Rod. 12 1()L)4 97 PA.B. W/ STRAPS In conclusion,WOOD*Tie Anchoring Rods may be used as described above to replace cast-in place anchor bolts&washers,mud siU 12* 0 C. IN FIELD 1/2" (2)RS150 3x3 WASHER MIN.) anc 4- 4 2xIS #2 SYP LEDGER FASTPNvn TO (EMBED 4 1/4' hors,floor-to-floor strapping,header strapping,and TPP's(plate-to-stud connectors). I 11-115111' 11 Itti 11-11 1= I: is' a/c MUDS v/ (5)12d & EA STUD S; Shoe plate joints and walls under openings must be anchored separately and in addition to as described above. For joints at exterior -111= TRUSS-TO-LEDGER CONNECTOR SPECIFIED BY TRUSS ENGINEER 1) 5/16' HARDI-PANEL 13 PERMITTED AS SUB3MrunON NOTE: shoo plates,install either an 8"overall length WOOD*TIE rod with a I"round washer,a 3/8"diameter wedge anchor with a I"round FOR 7/1,6* AYA. RATED SHEATHING ON EXTERIOR THIS INTERIOR SHEAR WALL DETAIL 13 INTENDED 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" HOLD DOWNS J, WALLS ONLY IF NOTED ON THE FRAMING PLAN. SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNA" To FOOTING (SEE FOUNDA71ON PER TABLE CONTINWO SHEAR WALL FRAMING ABOVE THE PLATE LINE TO ME ROOF DECK. diameter x 1-3/4"minimurn embedment depth Tapcon anchor used near the center line of the shoe plate,and within 6"of the end. For AND FRAMING PLAN FOR SZE) L FOOTING (SEE TYPICAL WALL SECTION) 2)OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN, REFER TO DETAIL shoe plates under openings greater than 6',use either the 1/2"or 3/8"anchors at 48"o.c,,or 1/4"tapcons at 32"o.c.. Locate anchors TYPICAL PORCH POST SHEAR WALL ASSEMBLY DETAIL D/STI. along center of shoe plate @ 32"o.c..Note:These anchor are intended to provide resistance to lateral(side)loading only,and not 0-on 3)SGP3 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH ALTERNATE INTERIOR SHEARWALL FRAMING intended to resist any uplift or vertical loads, AND BEAM FRAMING DETAIL TRUSS LEDGER DETAIL 1/2" 1 FTP28 W/(22)16d (OR EQUAL VALUE) I is = I I-on At locations where a WOOD*Tie Rod cannot be located,but a tension tie is required,conventional strapping methods shown on this 1/2 I$_0" ISO IS_0" GAS24 W/(20)10d (TYP..4) - Oft EQUAL page may be substituted without additional analysis. Builders TRUSS OVERHANGS IN MCCESS OP 10* AND 'UP TO r RIP R35)D-TO-PI, 24* USE 2x4 SYP OUT LOOKER AT 18"O.C. ...... A�P.A. RATED SHEATHING ON ROOF DECK 0-512%. P d a 04 a a 03 ,�1�!T I'd 632 CUP TO GABLE TOP CHORD WITH (2)HCPUM V/ 5 -788%_ TP 1016 , a * 2x4 BLOCK FirstSource (8)8d. OVERHANGS 18- Olt LESS USE 2x4 SYP 769-126t.. T" d . 016-, HEADER PER STRUCTURAL PLAN OUr,LOOKER AT 24" D.C. WITH (2)HCPLL/H W1 (8)8d JACKS 7' AND SHORTER MAY NOTE: 6 10d ea BLOCK SHEATHING EDGES USE (4) 1 Od IN LIEU OF MAY E OfJacksonville CONT 2x4 WITHIN 4' OF GABLE 3 TRUSS-TO-PIATE CONNECTION (OR EQUAL V-ALUE) FASTEN SHEATHING TO FRAUIN13 DesignCenterjnc. ON EDGES. 6" D.C. IN FIE Iod 0 6" O.C. TRUS LD V1 Od. PRE-ENGINEERED ROOF TRUSSOR RAFTER TO BLOCK E222ZZ23 SWB 6550 Roosevelt Blvd. Ile 1P.A. RATED SHEATHING TO NAIL THROUGH A.P.A. RATED SHEATHING HORIZONTAL 2x4 SYP #2 BLOCK MATCH ROOF SHEATHING INTO NO. 2 SYP FRAMING W1 Od AT 3' D.C, Jacksonville, Florida BETWEEN EACH TRUSS AT ALL EDGES AND INTO EACH PLY Or DOUBLE 2x4 NO. 2 SYP TOP PLATE. FASTEN Roof SHEATHING EACH DOUBLE INTERIOR PLATE, 12" D.C. V/ (2) ROWS 10d 12' D.C. (U.N.O.) MIN. 24" TRUSS-TO-PL CONNECTOR (3 1/2- FACE HORIZONTAL) GABLE TOP CHORD ELSEWHERE, TRUSS-TO-PLATC CONNECTOR LAP V`/ (12)10d IN LAP wl TPP. SEE SEE SCHEDULE FOR TYPE 32244 W W SEC TRUSS SCHEDULE FOR STUD-TO-PLATE CONNECTOR SCHEDULE FOR 2x L BRACE ON GABLE VERTICALS CONNECTOR, SPACING, NAILING, & ALTERNATE& Tel 904.772-6100 __-V 14 CONTINUOUS 2x4 SYP #2 (3 1/2' FOR OTHER UPLIFT HARDWARE AND FACE VERT.) PLACE (1) RTPOA88 AS SPECIFIED BY TRUSS MANUF. CONNECTIONS. SEE TYPICAL WALL (OR EQUAL VALUE) Fax 904.317-2835 SECTION AND TYPICAL HEADER PA. RATED SHEATHING OVER SPF STUDS 7 STRAP ENTERED 0 EA. SPLICE GABLETRUSS FRAMING DETAIL. SPP STUDS TRUSS TOP CHORD W1 (2) 12d NAILS INTO 'VERT. RTPGA W 20)IOd (TYP.,4) MEMBER OF TRUSS. (MAY ELJU. NAn-Flo BE Toz-NA= mTo CONT W WHEN (I)RTPGABIO _TQ 1/2- ANCHOR BOLT OR >1 CUP END OF LATERAL BRACE TO CABLE r (OR UAL) AT DOUBLE INTERIOR PLATES, NAIL FIRST ]C24ff84 Ana 1�9 THESE NO, 2 SYP PT BOTTOM PLATE w/ TPP EACHTRUSSAND CONNECTORS SEE STUD-TO-PLATE CONNECTOR SCHEDULE WEDGE ANCHOR (4-5- PLATE TO SECOND PLATE V (2) ROWS IS USED FROM BLOCK TO BLOCK BOTTOM CHORD WITH (2) HCPLL V/ (8)6d. 12d COMMONS AT B* D.C. U# 0-520:.............. (1)HCPUWR -0/0)8411 FOR SPACING. NAILING. & ALTERNATES EMBED) W1 2'x4 ii/0 HEEL OF PRE-MANUFACTURED ACROSS EA TRUSS) (OR EQUAL VALUE) MASHER AT 30 a a TRUSS N op (R)Hcpuat W/(8)ed/EA (OR EQUAL VALUE) GABLE B0770M CHORD I/ FAPIS 0 24- D.C. I'll - -- - -- - - (1) HDPT1 v/(B)fid (OR EQUAL VALUE) SIDE PANEL HEIGHT TO 1041-1268:.......I... (1)HDPri V/(10)gd or NO. 2 SYP PT BOTTOM 7/te" A-PA. RATED SHEATHING WIDTH REQUIREMENTS (1) R7PGAW4TW/(14)1Od 1/2' dia. I?" EMBED A.B. v/9"x2*x1/6* MASHER PL wl TPP's PER SCHED W1 8d & 0- D.C. AT PANEL 7/16" A.P.A. RATED SHEATHING WITH MIN. W >1208:.................. SZE STRUCTURAL PIAN AT 30" a/c OR MAS V/ (G)IOd AT 21" D.C. (OR EQUAL VALUE) EDGES & 12' D.C. IN FIELD 8d NAILS e 6* D.C. ALONG ALL PANEL k7 �ft) W-1, I (Olt EQUAL VALUE) BLOCK ALL EDGES. EDGES AND 12' D.C. IN FIELD. BLOCX V-8 1/2' ALL EDGES 7- R.. �_ . . O;CONTINUE SHEATHING TO + MIDPOINT CABLE BOTTOM CHORD) W- 1-5- -TO-PLATE CONNEC IF FIRST OUTLOOKER IS MORE THAN 4 TRUSS TO& DOUBLE TOP PLATE OF WALL AT'-- 2 1./2* FINISH .�A'q 1 11.4 WWF Bill GRADE 6 x 6 - MIA SEE TRUSS SCHEDULE FOR 32-. FROM FASCIA. USE (2)2x4'8 10 RAL BRACE AT 48'. FIRST OUTLOOKER ONLY ' 4 TYPE (DTL A & 9 / STI) I Z2x4 SYP LATE (2)16d THROUGH BRACE INTO EACH =77777711 WATERPROOF BARRIER TRUSS BOTTOM CHORD. EMEND STUDS / SHEAR WALL BRACE TO FOURTH INTERIOR TRUSS, L L FOOTING TO BEAR ON UNDISTURBED SOIL FRAMING PER PLAN 4)10d (TYP..4) NOTE: MASONRY STENVALL NAY BE USED IN LIEU OF UONOLJTHIC FOOTING. INUFALL SCHEDULED BOTTOM PLATE ANCHOR FAPI8 0 24* D.C. FOOTING (SEE TYPICAL WALL SECTION) (OR EQUAL VALUE) OLAS. 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 AM DIMENSIONING OF FOOTINGS. (OVER 16" TALL) AT SHEAR WALLS GABLE END BRACING DETAIL SAB - SPECIAL SHEARWALL DETAIL TYPICAL WALL SECTION 1/20 It-On 1/2" V-0* 1/2" It-on 1/2$9 If-o" GARAGE DOOR HEADER (SIZE PER CALLOUT ON FOUNDATION AND FRAMING PLAN) HEADER PER FRAMING PLAN A.P.A. RATED SHEATHING ON ROOF DECK TPP W/(IO)Sd I h II (4)10d 0 KING STUD-TO-HFADER, AND SHORTER TOP PLATS To STUD TRUSS-TO-PL CONNECTOR: EACH END AND EACH PLY. ["US`i`1,(�T,I0d IN LIEU OF O-PLATE CONNE'.'.. (TYP 2) TPP 1/(10)8d 0 32-O.C. SEE TRUSS SCHEDULE FOR A.P.A. RATED SHEATHING W1 3* D.C. M PRE-ENGINEERED ROOF TYPE (DETAIL A B ON AT TOP (INTO PLATES) AND BOTTOM TRUSS OR RAFTER (OR EQUAL VALUE) (OR EQUALVALUE) SHEET M) (INTO HEADER). NO TPP'S REQUIRED, T EXTERIOR CORNER RTPGA024 W1 24)10d: WOODME ROD FROM ABOVE OF GARAGE 12 IN STUD. 14 IN HEADER (TYP. 2 EACH (OR EQUAL VALUE) \"- TRUSS-TO-PLCONNECTOR SECURED TO BEAM VIA UTS279 w7 END OF HEADER) DOUBLE NO. 2 SYP TOP PLATE. FASTEN (IS)IOd OR (IS)IOd NAILS. MIN. FASTEN EACH ADJACENT !�(T2) ROWS 10d 12* D.C, (U,N.O.) MIN. 24' STUD W/(2)10d 0 8"O.C.. A.P.A. RATED FASTEN ADJACENT KINGS AND TRUSS-TO-PLATE CO NECTOR (12)10d IN LAP w/ TPP. SEE SEE SCHEDULE FOR TYPE CRIPPLES W1 (2) ROWS OF lod 7/10 0 8"O.C. SEE TRUSS SCHE FOR STUD-TO-PLATE CONNECTOR SCHEDULE FOR BEAM SECURED VIA WOOD*TIE ROD SHEATHING W1 Od NAILS JACK AND KING STUD CO NE OR. SPACING, NAILING, & ALTERNATES, (1) UTS2713 V/ (16)16d OR (18)10d AT 3" O.C. AT EDGES (03 EQUAL VALUE) U 3 KING STUDS EACH 12* D.C. IN FIELD, IN THE EVENT THE CONCRETE FRAMING PLAN. SPF STUDS SIDE OF OPENING WHEN 7/18* A.P.A. RATED CONTRACTOR OMITS ME QUANTITY PER CALL0 A.P.A. RATED SHEATHING OVER SPF STUDS VOOD*n3 ROD THROUGH USING 24 FRAMING, 4 SHEATHING W1 8d NAILS PUPB26 EMBEDDED STRAPS, CENTERLINEOF BE". KING STUDS EACH SIDE AT 6" O�C. AT EDGES IT IS ACCEPTABLZ TO TRUM-TO-PIATE WHEN USING 2x4 12* D.C, IN FIELD, SUBSTITUTE (1) SRPI216 (444 NATLS To BE TOZ-NAnm INV FRAMING. SERIES FLAT STRAP PER WOODOTIS ROD ADJACENT TO BACH TRUSS AND THEO CONN2MRS 1ACI11 PER PIAN-----� PUPS25, FACE MOUNT THE KING STUDS EACH SIDE OF U1 0-15M.............. (1)HCFUWR W/(B)Od PUPB26 W/ (14)10d STRAP TO THE FOUNDATION OPENlNG ,26'-O* Ul-1040......... (2)HaPw,/R Vr/(8)Bd/EA 0-51 P w 10 8d ea 048 a (OR EQUAL 'VALUE. 7YP. WITH (2) 1/9' DIA)C EPDXIED or (1) HD /(8)8d 503-76B..... - - -_ -_ 032.-o a 2 PLACES THIS SIDE) ALL THREADS W/ 4 1/2" MIN, 1041-1265: (I)HDPTI Pirn/(40)ad or W 10 13d ea via 0 C EMBEDMENT. FASTEN OPENINGS GREATER THAN 6' RTPGA814T w/(14)10d P FI) NOTE* I SPTZ or 4 ( �IfWd cc STRAP TO JACK STUDS V/ MAY B SED Or WOOD BEAM Uss 312- OR 3/8- ANCHORS .................. SEE STRUCTURAL PLAN (OR EQU V UE) TPP I/ (10)8d (14)10d. AT 48 D.C. OR 1/4- TAPCONS BOT. PLATE TO STUD 4" SIAS W/8"Xs* THICK- AT 32' D.C. (OR EQUAL VALUE, TYP. ENED EDGE V/(I)J4 STUD WALLS WITH-) 2 PLACES THIS SIDE) CONT. UNDER DOOR, BRICK VENEER OPTION. SECURE BRICK VENEER TO WOOD FRAME v1 GALV. I= 0 1.8" a/c NO. 2 VP BOTTOM PLATE V/ TPP SEE FINISH ANCHORS PER TYP. WALL SECTION HORIZONTAL & 32" a/c VERTICAL STUD-TO-PLATE CONNECTOR SCHEDULE GRADE (TYP a SHOWN), FOR SPACING. NAILING. & ALTERNATES (Olt EQUAL VALUE) 1:�11 I_Ir__-LI 51-5 L-1 _7 FOOTING (SEE TYPICAL WALL SECTION) NAIL SHEATHING TO BOTTOM 3/4" T&O PLYWOOD - NAIL & GLUE V MIN.: If 2'- T I 9T I-ILL PLATE AND BAND BOARD FLOOR TRUSS OR 1 1*-4* MIN.: If 4 It= OF CONTINUOUS WALL WITHOUT OPEN PER REQ'D SHEAR WALL _JOISTS 0---41SE 2x6 FFAU < 5'-0" 6 NGS EDGE NAILING. H )II -OPENING FRAMING DETAIL (WOOD*FIw' TYPICAL GARAGE DOOR OPENING DETAIL it $-on STRAP ACROSS JOINTS OFFSET WOODME BEAM CONNECTION 0 = 1/2 1 IN BAND BOARD W1 1/2" 1 11-on �T' 1/2 (I)RTPGA624 DRAWN RWG/RW NAIL SHEATHING TO BOTTOM CHECKED RW PLATE: PER REQ'D SHEAR WALL EDGE NAILING SCALE NOTED TIE UPPER FLOORS STUDS DOUBLE NO. 9 SYP TOP PLATE. FASTEN THE UPPER FLOOR STUDS fPOST PER STRUCTURAL PLAN TO LOVER FLOOR STUDS OR 1/ (2) ROWS 10d 16" D.C. (U,N�O.) MIN. 24" TO LOWER FLOOR STUDS OR DATE 10/21/99 HEADER PER FRAMING PLAN TO LOWER FLOOR BEAM WITH LAP W/ (12)10d IN LAP wl TPP. SEE LOWER FLOOR BLAU VITH C, 40" LENGTH OF RS150 STUD-TO-PLATC CONNECTO SCHEDULE FOR 40' LENGTH Or RS150 q0 STRAPPING vAII)10d/END. SPACINO, NAI ALTERNATES, STRAPPING w/(IJ)IOd/END. JOB NO. MATCH TPF SPACING (OR EQUAL VALUE) MATCH TPP SPACING (W 3e. or 48" a/ TRUSS S T t TPP V (10)Sd (OR EQUAL VALUE) RUSS-TO-PIATE CONNECTOR: OR EQUAL YALUE13 -TO- LATES CO NEC (10', W. or 45" o/c) .,TV-TO-STUD CONNECTOR MD 711 SCH�DULE (OR EQUAL VALUE) 4 SCHEDULE FOR SPACING; MAX. SEE SCHEDULE FOR CONNECTOR. 0-512%. TPP wl IO)8d ea 048 a/c P 0,C. STAGGERED MULTI-STUD CRIPPLES 48" D.C., MIN. 16" O.C.. ut (I)IOd NAIL 0 6 0 V D.C. 2xa,s 3 ROWS OF 10d BETWEEN PLATES (DETAIL A & B ON SHEET Sn) 6 3-768,._ TPP wl 10)8d/ea 032'o/c (I)IOd NAILS NO. 2 SYP 769-1268%. P v 10 Od/ea 016"ole STAGGERED 1 1/4* OF7 NAILS 0 8" O.C. STAGGERED (MATCH PLY OF POST ABOVE) NOTE: (I)EPT 2P., S 4 w((In810d/ed 3/4* OF CENTERI.INE OF 2x4 BOTTOM PLATE CENTERLINE OF &8. AS SHOWN. EA PLY. ALL JACKS TO HEADER; MAY BE USE IN U OF SPF STUDS S 1 1111 111 "' g, B, FLOOR TRUSS RTPGA816 1/(6)10d IN HEADER, (OR EQUAL UE) (8)16d IN CRIPPLE. VALUE) FASTEN ADJACENT KINGS AND (OR EQUAL CRIPPLES W/ (2) ROWS OF 10d A.?A. RATED SHEATHING OVER SPF STUDS -D.C. 0 a 1� - — 'V . : JACK AND KING STUDS. QUANTITY PER CALLOUT NO 2 SYP PT 130TTON PLATE wl TPP FRAMING PLAN, I 5/a" ia STUD-TO-PLATE CONNECTOR SCH&DULC PROVIDE (1)40" RS160 V/ FOR SPACING. NAILING, Se ALTERNATES (II)IOd PER END AT EACH (OR EQUAL VALUE) SPLICE ON EACH STUD ALL JACKS TO BOTTOM J 1/2' ANCHOR BOLT OR 7 (OR EQUAL VALUE) PLATE: C CRIPP OR EQUAL VALUE) 1/2* d1a. x7" EMBED A.B. v/2"Wx1/8* MASHER EMBED) I/ 2"z x /8* 1/2, NO. 2 SYP DBL MASHER AT 30" a c AT 30" /a OR MAS I/ (6)IOd AT 21, 01C. 17 TOP PLATO (OR EQUAL VALUE) SEE TYPICAL WALL SECTION FOR 1 5/8" FINISH 1. _0 x 6 WIA x WIA 1WF GRADE :,—VP . - i. - - jr FLOOR TO FLOOR STRAP REQUIREMENTS POSTPER MUCTURAL PLAN MIA 1WF PLAN WATERPROOF BARRIER 1#2 SPF OR SYP 2x4l 1#2 SRF OR SYP 2X61 52 SPF 01i SYP2x81 BUILT-UP COLUMN BUILT-UP COLUMN BUILT-UP COLUMN Al FOOTING To BEAR ON UNDISTURBED SOIL PLATE HGTS. UP To 12,-1 Va" PLATE HGTS. UP TO 14--1 1/8" PLATE HGTS. 'UP TO 20'-7" f SHEET N= MASONRY STEUVALL MAY BE USFD IN LIEU Or MONOLITHIC FOOTING. INSTALL SCHEDULED BOTTOM PLATE ANCHOR (MAS, ANCHOR BOLT. WEDGE ANCHOR. OR EQUAL VALUE) WITHIN 12- OF BEARING WALL ENDS AND WITHIN 12- OF DOOR L L L L OPENINGS IN BEARING WALLS, SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. CONCRETE FOOTING (SEE FOUNDATION A" SEE STRUCTURAL FRAMING PLAN FOR NUMBER Of PLIES, ALL FRAMING PLAN FOR TYPICAL DIMENSIONS) FOOTING (SEE TYPICAL WALL SECTION) EXTERIOR AND INTERIOR 'WALL SHEATHING TO BE NAILED TO EACH PLY OF POST WITH A MINIMUM OF Od NAIL * 12* D.C,. MULTI-STOERY STUD POST SPLICE TYPICAL OPENING FRAMING DETAI U.N.O. MULTI-*STORY TYPICAL WALL SECTION STI T, MULTIPLE -PLY POST CONNECTIONS 1/2" V-01" 1/20 1 9-0 1/2" 1 -on 1/2" V-00 e110 OF SHEET h GAW WA(20110d 177P.Al Od 0 AT 3' O.C.J� 'E'JFASTFN MIN. 24 TITS SEE SE13 �DIULE FOR \L.L. *�. i 7t THIS DOCUMENT IS AN STRUCTURAL GENERAL NOTES INSTRUMENT OF ARCHITECT'S SERVICE FOR OTHERSFOR CON- CODES: STOP LATH AND STRUCTION OF PROJECT 1997 Standard Building Code (SBCCI) STUCCO CORNER 40 CONC SLAB W1 6X6XIO/10 WVF AS TITLED BELOW. 4" CONC SLAB W1 6X6XIO/IO W" STOP LATH AND BEAD I* BELOW OVER 6 MIL VAPOR BARRIER OVER INFORMATIONS DERIVED OVER'6 MIL VAPOR BARRIER OVER __J SLOPE 3/4* X 12" STUCCO CORNER P.T. 2X BOTTOM PLATE W1 BILL SEALANT FINISHED FIDO �CIZAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT GENERAL: CLEAN. WELL COMPACTED. TREATED FILL EXP, JOINT IAT GARAGE DOOR DEAD IOBELOW 4* CONC SLAB W/ OXOXIO/10 WWF MAY BE USED CAN NOT BE USED FOR --------------- a. Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. FINISHED FLOOR_�,� OVER 6 MIL VAPOR BARRM OvER AS BRICK LEDGE OTHER WORKS UNLESS VARIES CLEM, W LL COMPACTED, TREATED FILL b. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. .2. SLOPE GRADE RDI AUTHORIZED BY THE 4 CONC SLAB W/ 6X6XIO/IO WWF SLOPE IN4 , IMENMONS AREI ARCHITECT WITHOUT ---------- N. DISTANCES c. All details shall be In accordance with instructions from manufacturer or designer. OVER 6 MIL VAPOR BARRIER OVER GRADE DIMENSIONS ARE d. All temporary shoring shall be the responsibility of the contractor. CLEM. WELL COMPACTED, TREATFD F`ILL r L IN nIRTANICES INFRINGEMENT OF LEGAL 4J* 1 STORY RIGHTS. CQ CLEAN COMPACTED 2 STORY FOUNDATION: SAND FILL I STORY (NOTE): W/ 2 OR LESS COURSE$. EV DESCRIPTION a. This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted engineering —(2)#4 CONT. I-STORY 2CO FOUR STEMWALL SOLJD OR USE 10"x2O" FM*G design procedures, and Is based on the best information available at the time of completion. The design is intended to minimize I I I— 111 -111 1��l I 1 111 (2)#5 Oft (3)#4 CONT.- 2-STORY -6 MIL VAPOR BARRIER -W10 BRICK (NOTE): BEND ALL DOWELS AT TOP & surface soils. It must be recognized that foundation 16, i 11.1 2 differential movement resulting from the heaving of expansive soil or settling of sub. Jill 111�111 BOTTOM. EMBED MINIMUM 6" INTO FOOTING components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to maintain good practices (1 STORY W1 BRICK /12* INTO SLAB, 3 TI—I III f. 20" 1)#4 %; in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and finish -work above the floor slabs, 12w etc. plill 1 STOR I STOR FQ9Tn1bQ 21 4 b. Design has been based on a nQn-expensive soil 'with an allowable soil bearing capacity of 2000 palf. Active EF?- 30 pcf (level backslQpe). W/o BRICK I'MiFE V(2)#4 CONT. W W�05RORICK 16%8- W1 (2)#A CONT. W1 BRICK 20* WIDE (INCLUDING LEDGE) W/ (3)#4 ICK 20'xr W1 (3)#4 OR (2)05 CONT. c. Backfill adjacent to foundation valls sball not be placed until the walls have sufficient strength and have been anchored to the floor TURNED DOWN EDGE 2S10 system above or adequately braced to prevent damage to the wall. W 0 BRU is- VADE W/ (3)#4 OR (2)#3 CONT. W10 BRICK 20*XIO*. W/ �3�#4 OR �2)#5 CONT, d. Refer to the Geotechnical Engineer's report for all soil requirements for this site. 10 BEARING STEP DOWN W1 BRICK 24' WIDE (INCLUDING LEDGE) W/ (4)#4 OR (3)f?j W BRICK 24*XIW 3)#5 CONT. Is. 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 TYPICAL FOUNDATION DETAIL. TYPICAL FOUNDATION DETAIL 1. 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 10 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/ BILL SEALANT CONCRETE: 4- CONC SIAD W/ 6X6XIO/10 WWF 1�6 1/2- ANCHOR BOLT OR ALL-THREAD OVER 6 MIL VAPOR BARRIER OVER EMBEDDED TO 6* BELOW GARAGE SLAB FFE CLEAN. WELL COMPACTED, TERMITE 40 CONC SLAB W/ OXMO/10 WWF a. Detail reinforcement In accordance with ACI 315-80 (Revised 19138), Detailing Manual, Minimum concrete cover for reinforcement shall be TREATED FILL OVER 6 MIL VAPOR HARRIER OVER TYPICAL ANCHOR CLEAN. WELL COMPACTED. TREATED FILL STOP LATH AND 6" WIDE CONC. SILL as follows: X %_ 0 1 STUCCO CORNER TOP AT MAIN MAD LEVEL (1)#4 CONT. IN SOLID FILLED Builders C14 , against earth 3* T-4 .. .i '4* * BEAD 1* BELOW TOP TO GARAGE FLOOR VARIES U-BLOCX COURSE Concrete cast 7. . e, �_ _� . VARIES . ------- Formed concrete exposed to earth or weather.1 FINISHED F`LOOR_\ 4- CONC SLAB W1 (3X8XIO/IO WWF TYPICAL SLAS FirstSource OVER 6 MIL VAPOR BARRIER OVER Interior slabs, walls 3/4" M�l I I CLEAN, COMPACTED, TREATED FILL TYP. VERT. OfJacksonville b. Minimum compressive design strength of concrete used for foundations and slabs shall be 2500 psi 0 28 days. ''MIL VX OR BARRIER REINF. c. Reinforcing steel shall conform to ASTM A615, grade 40. MIN4110 .... .... SLOPE DesignCenter,Inc. d. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. GRADE ................. TYPICAL FOOTING 777-1 CLEAN COUPACTED 6650 Roosevelt Blvd. Minimum lap of reinforcing shall be 30 bar diameters, but not less than 180. EEI I I IE�� 1)#4 CODif.--1 SAND FILL ring, M I I IEM I Jacksonville, Florida a. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, cu I I PEI I I I— Ufl I I RM I I I and testing shall be done In accordance with the requirernents and application of ACI 301-84 (86). "Specifications for Structural Concrete*. 32244 lip ' IM WOOD: TYPICAL FOUNDATION 77:1, Tel 904.772-6100 a. Framing lumber shall be as follovs or better: STEP DOWN IDIMENSIONS ARE Fax 904.317-2835 2 x Rafters/Beams/Joists #2 SYP 19% M.C. BEAMNG� TURNED DOWN EDGE - I-Joists Provided by TrusJoIst MacMillan, or equivalent. �@NON—LOAD LVL Beams Provided by TrusJoist MacUlIlan, or equivalent. Plates #2 SYP 19% M.C. __EOUNDATION AT GARAGE OUNDATION AT GARAGE Studs #2 SPF 19% M.C. - Typical - Unless Noted Otherwise Stud Grade SPF 19% M.C. (2x4 up to 8'-1 1/8") 4* CONC SLAB V/ 6X6XIO/IO WWF b. All nails shall be type 'Common* unless noted otherwise. Options to using common nails are as follows: 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 W Screw/Glue Shank Gun Nalls TREATED FILL 2" 1 1/2" THRESHOLD (provided that the o/c spacing is reduced by 1/3. I.E.: 6*/120 o/c becomes 4*/8' o/c.) DEPTH = STUD + 1 1/40 (FROM a. 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) All sheathing must be nailed or screwed; adhesives SHALL NOT be used in place of nailing., RECESS SLAB 3/4" FOR SGD VARIES d. Metal connectors to be provided by SEMCO or equivalent. 4" CONC SLAB W/ 6=10/10 WWF OVER 6 MIL VAPOR BARRIER OVER e. All exterior walls to be sheathed with minimum 7/16* O.S.B. with 8d 0 6* o.c. along panel edges, 12" o.c. in field. TYP. SLAB CLEAN. VPLL COMPACTED, TREATED FILL f. Laminated beams and prefab Joists shall be installed per manufacturers specifications. TYP. SLAB g. All permanent bracing of trusses with co --------- E-4 ntinuous lateral braces shall be diagonally braced per HIB-91 spaced not more than 16 feet o.c. end not more than 4' from end of continuous lateral brace. h. For all non-load bearing interior walls, anchor shoe plate to slab with 1/4* diam. x 1 3/4" embedment depth tapeon anchor 0 32* o.c. CLEAN COMPACTED E FE TYPICAL FOUNDATION EEE SAND FILL ICAL FOOTING (or equivalent). Install anchors per manufacturers recommendations. =11 — I (2)#4 CONT. I-STORY 0 I I I kM I I I STEEL: (2)#5 OR (3)#4 CONT. FOR EEE I t 2-sroRy a. Detail, fabricate. and erect steel according to AISC "Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. 00 STORYJ' TYPICAL FOUNDATION 20- b. Structural steel shall be: 111711 $TORY NOTE: Except as below ASTM A36 12 STORY) I I 1- 2 OR LESS COURSES. Pipe ASTM A53, Type E or S, Gr. 9 W H� P6UR VEM W#LL SOUD OR Tube ASTM A600 c. All bolts shall be A307 unless noted otherwise. 12 INTERIOR BEARING USE 10 x 20 FOOTING d. All welding shall be by a certified welder. NOTE- 20w WIDE AND (3) #4 STEMWALL STEP DOWN 3 FOUND. AT S.G.D. CONT. AT 2 STORY CONDITION @ MASONRY: 4" CONC SLAB W/ 6=0/10 WVrF a. Concrete block shall have a minimum compressive strength, f'm of 1500 psi Masonry shall be laid up using type S mortar only. Any OVER 6 MIL VAPOR BARRIER OVER HOLD HDR. BLK. masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 2000 psi MARBLE SILL CLEAN. WELL COMPACTED. TERMITE TO 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" C Manual of Standard Practice. T -1/2" TYP. SLAB e. Lap all vertical reinforcing a minimum of 18*. 5" MAY VARY HAND TOOL ALL CONTROL J01NT d. Provide horizontal joint reinforcing at 10" o.c. vertically. Reinforcing wire shall conform to AM A82 and ASTM A107 TYPE 304. (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLAB V/ 6XeXiO/IO WWF PLAN) IS WORKABLE OVER 6 UIL VAPOR BARRIER OVER �clEAN. Wpm COMPACTED. TREATED FILL, �Rfl I I -I I I icAL FoonNr, TYPICAL FOUNDATION MIN. SUNKEN SHOWER DETAIL I IS I I E-4 @CONTROL JOINT 4 FOUND. AT DOOR SILL 4 FOUND. AT DOOR SILL DRAWN RWG CHECKED RW STANDARD FOUNDATION DFiTAILS SCALE SEE PLAN FOR DATE 10/26 99 WALL CONnG. A STOP LATH AND 1" AIR SPACE JOB NO, STUCCO CORNER BEAD I* BELOW (1)#4 x 2'-Om OVER i`FLASH,1. MUST 'PASS R TRUSS 3Rd N9 11NISHED FLOO 8"xW CHASE IN N r\ EER 0 A: LEVEL BELOW F.F: CONC. BLOCK STEM EXTEND FLASHING BELOW SHOE PLATE SLOPE ---------- WALL. NG C M�TA P�,ASTl GRADE 7 P&y?I1FL GROUT SOLID AROUND PIPE cop GROUT SOLID WEEP HOLES 0 480 O/C J PkIm. 4 CLEAN COMPACTED AROUND PIPE SAND FILL TYPICAL FOOTING 7 7"( TYPICAL FOUNDATION 4 V 1-1 1 I—F A M _VRA-D—E D.' FILL VOID BETWEEN BRICK UTILITY CHASE UTILITY CHASE VENEER & FOUNDATION WALL W/MORTAR OR GROUT. FILL SOLID FROM 4 FOOTING TO UNDERSIDE OF FLASHING PLAN 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. MON01JTHIC FOUNDATION DETAILS ST2 To 'I "D BI I P Top LA '0 'H C B0 AN RNEI 'LO W Ji FLOO D R P*T* 2" BO 4; CONC 0 OLE L Lop: ......... G:-A:D r C1 a) SJ f �20" 2- STORY 0 E4 0 -C V I CLFJ e6t06-1, 14 Sr . OF SHEETS