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11th Street 338 N O C x N O 1�1 r C m z N C n m E:A /C 677� 7- i i ti i /(eW o fel 1 4 /4 , VI A Y PG A T,Z- 1-6-4, BZ ocI4 13 . 47*C.A,-t,)7/C l3 e4eW$ '' - ,¢ /e ;; ® -- . .. , y` C. C •4 2 /0 APPROVED CITY 01 ATLANTIC BEACH BUILDING OFFICE { s 6 , 7 A E L E if E Tk4 5T, 1 75.00 , Q ■!rY! lY�Y■fir!/4�yrrrrMl � Yr�YY�Yrrrr/!PY/Y�YYOr//�rr�rrr/YIr1Y�lYYrM/lrrrlY�Ytv!/�lIYYYI/!r�lt tY /!�!/SII//� ■�//r!ltr YYM/I \ r ' r •-� cv as as m r.: � 1 LU � r r• w�wp p� r NF 0pw� Aw~�w� UU}� � r W F �1J S H 1�2 1�2- - 411 Mqu r w« 1 ®r r r ' r • i i w � d eITE F += � N - � i for 330 ELEVENTH eTfREET r r ATLANTIC 5� ACH <1 � -0 LL- r s Q r r it I �` • 1 1& ,>C 30' i } GARAGE I _ a A,P,PROV1� p CITYUOF ATL NTIC BEACH � APR 19 1999 A Q) ! r i--.- tJ < rlYrrr�nr�nwwnrwnrru r�nrrwnrl�rrlrrrl�rr�l,nwwrl�Ylurru,rYnwwnwruraurlrrYr n�rrrwrurwYn / nrrtYYry/rrsYYr�r �rurwr! O 75.00 RECEIVED � Q APR 1 � 1999 City of Atlantic Beach DRA BY: r ,�►`���" i� Building and Zoning E3JC w t'4�' DESIGNED BY'4. BJG SCALE: DATE., DEG. 14 19.98 JCB N'0:, SHEET NO. 81 of I jTh 4' TRUSS TO TOP PLATE WITH HDPT1 w 4' TPP4 W/(10)8d / 8' MIN - - 4" 1014 Oc PER"HEADER)N'2 (8)8d, EXCEPTION; JACKS 7' LONG AND ' SHORTER MAY BE FASTENED TO TOP PLATE - �. 5 1,/2" - WITH ONLY (3)10d TOE NAILS. SW# [� • ' 6 x 6 W1.4 x W 1,4 WWF 6 x 6 - W 1,4 x 1, WWF 8° 7/16" OSB FASTENED TO FRAMING WITH 8d FASTEN OSB TO FRAMING N y 12' MIN 03" OC ON EDGE, 6" OC COMMONS AT 3" OC ON EDGE, 8' OC IN FIELD, 2x4 SYP OUTRIGGER * Y�C+G I BLOCK SHEETING IN FIELD WITH $d. AT 24" ON CENTER, (� `' / WATERPROOF BARRIER WATERPROOF BARRIER 4' OP EXTENSION (2)#4 CONT FOR b=12" UNDER 1 STORY WALL FIRST FLOOR SHEARWALLS EDGES WITHIN a' CUP TO GABLE TOP NQ. 2 SYP HEADER, SIZE AND NUMBER 7/16" OSB OF GABLE TRU55 CHORD WITH SEMCO IV '4 FN LOCATIONS b 3 4 CONT FOR b=16" UNDER 2 STORY WALL OF PLIES PER FRAMING PLAN CALLOUTS DHL STUD TO ROTO S PLATE DBL STUD HCPLL W/(8)8d. BOTTOM PLATS TO SLAB TO SLAG OV fND PLaN (3)#5 CONT FOR b=20" UNDER 3 STORY WALL CURB STEP SECTION t) SGP3 W/24-16d DBL srup EACH slrt AND 5/8" eoL,r END OF SHEARWALL MONOLITHIC FOOTING SECTION 1 CRIPPLE AND CRIPPLE AND II sw2 TPP4 W/12-�8d 1/2" BOLT W/ KING STUDS. QUANTI KING STUDS, QUANTITY 3° SO WASHER PER CALLOUT ON—,, PER CALLOUT ON @�`�a GABLE TOP FRAMING PLAN, FRAMING PLAN, (6)16d BETWEEN (6)16d BETWEEN HEADER KING STUDS MAY SERVE V 0 CHORD ADJACENT CRIPPLES ADJACENT CRIPPLES AS DBL STUDS AT THE ENDS OF AND KINGS AND KINGS SHEARWALLS BLE VERT5 AS L,4 4$" 12" BEND TOP, 4 #4 W/9" BEND BOTTOM 60" 0C ALL CRIPPLES TO SHEARWALLS p� zxa L-BRAGS N 1 SPECIFIED BY TRUSSLL 9 BEND BOTTOM ALL CRIPPLES TO RTPGA816 W/(6)18d 16" MAX-1 ER: o MANUFACTURER, 8" CMU (TYP) 6 x 6 - W1.4 x W1.4 WWF VARIES 4" BOTTOM PLATE IN HEADER, (8)16d NOTE; PROPERLY RATED OPEN CLIP END W/TPP4 W/(12) IN CRIPPLE. WEB TRUSS HEADER SECOND AND THIRD FLOOR SHEARWALLS GABLE TRUSS OF LATERAL 8' MIN. - - - 1Od. MAY BE SUBSTITUTED BRACE TO 1\ FOR HEADERS SPECIFIED DBL STUD TO BEAM OR GABLE BOT ll I� II FINISH - ' ' / �l IN THESE PLANS, DBL STUD BELOW CHORD WITH 4" • MIN 2x4 SPF 5N (2)RTPGA836 W/(24)fOd (2) SEMCO GR,a / C�B�_ __ CAST-IN-PLACE / )2'; MIN I 6 x 6 W1,4 x W1,4 WWF (TYP, All) HCPLL W/(8) Gc` CONCRETE FOOTING Sd. ,(!)#5 cc (:i)#4 CON'INUOUS o FTG DIMENSIONS 70 BE 12" DEEP ' WATERPROOF BARRIER GABLE BOT 6" OPT, EXTEISION * f CHORD 1 X 2a" WIDE W/(3)#5 IN 3 IN BRICK LOC TIONS b 2 4 CONT FOR b=12" UNDER 1 STORY WALL STORY SECTIONS 6" OP EXTENSION ON FNq PLAN 3 4 CONT FOR b=16" UNDER 2 STORY WALL NOTES; r 1 IN EiRICK LOCATIONS i'-8' FOOTING 70 BEAR ON 1, 5/16' HARD]-PANEL I5 PERMITTED AS SUBSTITUTION FOR 7/16" OSB STRAP GABLE TRUSS V ON FND PLAN FIRM UNDISTURBED SOIL GARAGE EXT WALL CURB SECTION Sm_ i ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN, 2xax$' SYP LATERAL TO srup WALL WITH I i u its- RTPGA812 WITH 8 install 1/2° anchor balls with 12" embedment IF 2, OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE ZSRACE H 48". (2)16 iOd AT 48" FRAM NO PLAN, PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW CIAU STEMWALL SECTION at 48" oc for bottom plate anchorage, OPENINGS. EACH TRUSS BOT CHORD FOOTING (SEE TYPICAL FOOTING (SEE TYPICAL3, SGP3 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH FTP28 W/24--16d. WALL SECTION) WALL SECTION HOLD DOWNS GABLE END BRACING DETAIL , PER TABLE 4 TYPICAL HEADER FRAMING DETAIL (2)#4 CONTINUOUS (2)#4 CONTINUOUS 6" SHEARWALL ASSEMBLY DETAIL ; 4" s x 6 w1,4 x 1. WF a" WhTERPROOF BARRIER 1'-4" 6 x 6 - W1,4 x W1.4 WWF WATERPROOF BARRIER 8' 1 1�4-� BEARING WALL FOOTING SECTION BEARING CURB STEP SECTION 6 _ 3- -- 7/16" OSB ROOF DECIK, NAIL 6" OC ON EDGES, 12" OC IN FIELD (UNO) n� WITH 8d COMMONS. Q) HEADER DEPTH AND NUMBER OF PLIESTRUSS TO HEADER WITH HDPT1 W/(10)8d. ADD 4" THICK CONCRETE TOPPING, 2500 PSI PER FOUNDATION AND FRAMING PLAN, EXCEPTION: JACKS 7' LONG AND PRE ENGINEERED FIBERMESH OVER LATEX BASED BONDING AGENT. HEADER MAT'L N0, 2 SYP (UNO) SHORTER MAY BE FASTENED TO HEADER 12 HDPT1 W/(8)8d EA TRUSS - HCPLL W/(8)ed + (3)10d - DRILL AND EPDXY ANCHOR BOLTS INTO EXISTING WITH ONLY (3)10d TOE NAILS. TOE NAILS EACH TRUSS ROOF TRUSS y � p CONCRETE W/4" EMBEDMENT INTO EXISTING CONCRETE. �� EXCEPTION: JACKS 7' LONG TOE NAILS EACH TRUSS LH SPACE ANCHOR BOLTS PER TYPICAL WALL SECTION. AND SHORTER MAY BEFASTENED 70 TOP PLATE 6" MIN FROMPBEAM4TO COLUMN Od W/ONLY (3)10d TOE NAILS. (1) EACH SIDE OF DOUBLE 2x4 N0. 2 SYP TOP PLATE, FASTEN EXISTING SLAB COLUMN, (� 17'-4' 2NO FLOOR CEILING /(2 ROWS 10d COMMONS 16" OC STAGGER (2)#5 CONT (UNO). MIN 24" LAP W/MIN (12)t Od 7/16" OSB OVER 2x4 SPF STUDS NAILS IN LAP, TOP PLATES TO STUD W/TPP4 12 8d W/(10)8d ON EVERY OTHER STUD 2x4 SPF STUDS AT 16" OC PT NO.2 SYP 4x4 POST 6'OC ON EDGES. 12 SOCYIN FIELD. (UNO ON FOUNDATION AND rn MODIFIED FOOTING SECTION 7 FRAMING PLAN) ° c o - - v.ac mho on 2 x 4 BOTTOM PLATE. FASTEN TO o° S p o v E J'-4'2NDFLOOR ELEv 9ANDBOARD WITH 10d; o 8'-8'vEGK ELEvA710N 3" OC IN DESIGNATED 2nd FLOOR d c o a�6E ro 8'•0'PLATE HEIGHT SW SECTIONS, o o 0 4 U POST TO SLAB CONNECTION 12" OC ELSEWHERE, u o WITH ABP44 W/(12)16d OR3/4" T8eG PLYWD " ' V) a �'CAN71LEvE v a a E L 6 a N O SGP3 W/(14)10d. b rn b /'a "c v FLOOR TRUSS OR I-JOISTS a o m p c°,O c m o _ p N U o �ic �cuvcn � TIE UPPER FLOOR STUDS TO LOWER FLOOR STUDS OR ° m D ° o b u LOWER FLOOR BEAM WITF1 SEMCO RTPGA836 W/(16') C¢c o o N (a y f'-rd'FINISHED GRADE 10d, SPACE STRAPS 32 OC, TIE UPPER FLOOR STUDS TO v 0 o o ° a1 c (TYP ALL INTER-STORY LOWER FLOOR STUDS OR C ° c c E6_q e e c v CONNECTIONS) LOWER FLOOR BEAM WITH o `o °u N'N c DOUBLE 2x6 NO. 2 SYP TOP PLATE, SEMCO RTPGA836 W/(16) 0 m w1- 7 C ill c o III FASTEN W/(2) ROWS 10d COMMONS 10d. SPACE STRAPS 32" OC, y o X °v uo N B .o FOOTING (SEE FOUNDATION AND 16" OC STAGGERED (UNO). MIN 24" LAP (TYP ALL INTER-STORY iib a1' v�+ L Gj� c FRAMING PLAN FOR SIZE) Front Elevation 7/ 6" OSB OVER 2x6 SPF a W/MIN (12)10d IN LAP. CONI ECTIONS) ^a. 0 T ow ° E d 1 '4TUDS Q 16" OC, FASTEN OSB W/8d s�cv._ n o ri 'v u 2x4 SPF STOPS AT 16" OC TYPICAL PORCH POST AND BEAM FRAMING DETAIL 6" OC ON EDGES, 12" OC IN FIELD, SHEET NO,: S T — 36"x48"x8" DEEP 1 2" ANCHOR BOLT OR WEDGE Structural ';OVCRETE SLAB 61-0" 16'-0" xN/ 8" WASHER AT 48" OC 2 SQ S-6 ) CHOR Details 22'-0 ' JOB NO.: EJ'090198 xa N0. 2 SYP PT BOTTOM PLATE 1 2x6 NO. 2 SYP PT BOTTOM PLATE BOTTOM PLATE TO STUD W/TPP4 BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR e LT W/2"SQ x 1/8" WASHER W/(10)8d ON EVERY OTHER STUD 2'_O"3'_0" W/(10)8d ON EVERY OTHERG,TUD AT 48" OC or FAS3 W/(6)10d AT 24" DC, I SW2 22 -�0' 4" 4" BUILDER: Hilliard FINISH 8' MIN LOT NO.: 338 CLOSET CD 12`MIN a W1.4 x W1,4 WWF FOOTING TO BON WATERPROOF BARRIER suaDIV1s10N: Eleventh EAD Street FIRM UNDISTURBED I � SOIL TDD BEDROOM NOTES; Masonry stemwall may be used in lieu of monolithic fooling Install scheduled bottom T I plate anchor (FAS3, anchor bolt, or wedge anchor) within 12 of beorinq wall ends and FLOOR PLAN: Garage I p O A o- within 12" of door openings in bearing walls. See typical concrete sections for reinforcing ~' I EXISTING I p D O TOILET and dimemsions of footings. SLAB CANTILEVER 2---PLY 2x8 NO. 2 MULTI--STORY DESIGNED: WVC SYP BEAM TO SUPPORT STAIRWAY, BASIN 0j TYPICAL WALL SECTION FASTEN BEAM TO FLOOR TRUSS - 0 5'.-0" W/ 16d NAILS @ 4" O,C, IN ALL a' REVIEWED: WVC I WEBS AND BOTTOM CHORDS I � CONCRETE NOTES REVISIONS DATE �- _ - - I Q b CANTILEVER DECK W/ 2x8 NO, 2 OPEN 0 I 1. Concrete compressive strength for footings w 2,500 E1' N'IDI:: 8" DEEP I "7 M DECK o psi (ONO). I SYP JOISTS @ 16 O.C. @ r7 2. Concrete compressive strength for slab = 2,500 psi 15'-0" LONG, FASTEN EACH TI-IICI<EIdEb I.DG I LIVING (ONO). I JOIST TO FLOOR TRUSSES W/ W,/ �:1)�4 CONT I I I6d NAILS @ 4" O.C. IN ALL 3. All reinforcing steel shall be ASTM A615 grade 40 WEBS AND BOTTOM CHORDS 4UNAll reinforcing steel shall have a 90 degree bend at �.p,p R 0 V Eg ACH 8' FLAT CEILING THROUGHOUT. I g g ATLANTIC 5arFibermesh is2an acceptable alternative and shall not CITI a�D1NG oFF1cf✓ S)3C 1608 100 MPH WIND 7/12 ROOF PITCH. require WWF, 00 STRAIGHT GABLE WITH ATTIC TRUSSES. x 6, Masonry stemwall, Section 2, may be used in lieu of 19 2 monolithic footing, Section 1, A a j In In p 6 7 Q I `i LEGEND _ I RIM BOARD, TYP 2x8 N0, 2 SYP--/ (2)2-6._1/2 - HEADER/BEAM CALL–OUT L — — — 16070 OHD L� 3050 SH NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (NO. 2 SYP) 904 241 -5200 L5k-01 1 1 0 1 1 -0NUMBER OF PLIES IN HEADERSW1 ---+ SW 1 v '-0" SPECIAL UPLIFT CONNECTION 6'-0" 1 '–O" 221-0;1Cud T CORRESPONDING TO NUMBER, CALL--OUT. SEE DETAIL -�'IFI(r+ OPENING NOT DESIGNED TO HEAR TRUSS LOAD, NO STRUCTURAL G HEADER REQUIRED OVER THIS OPENING, SV# _ SHEARWALL SEGMENT -- PROVISIONS OF SHEARWALL ASSEMBLY a Ca DETAIL GOVERN. T ❑ Foundation Plan First Floor Plan Second Floor Plan L RI Q ED � !u1 dnuoo V.,Apex TeebootoAy 9/16/99 7:67 AW HWlerd(9-9-99).dry I I ELEVENY. ST, C 75.00' rrAin rr rr.rgr�lrrwrl r�/r�rrrrpurrr�wrrrwrfrrr=$I arra•rrr�rrr,*rrrrrrrrwrrrrrrr=rrr•rr /r rr�rrr�rrrrr /�rrrrn/rrrrrl i 3 N 1 r A 1 . cvan � nmti r IM � M I • ~ � w z " 1 1 � J F' 1 : 1 � � % I w a I TE FL AN LU 1 � 1 - 1 for 338 ELEVENT 61TREET 1 1 I � ■ I II � I _ � II � i ((� 1^ �r, I 1 � . r 1 , _ a-, . 1 ATLANTIC 5E 1 1 �� E C Q)!, • A�P�PR0VE0 i GARAGE 3 '� r q CITY OF ATLANTIC BEACH _ - r 1 '•' I��� BUILDING OF~PIC� 1 `f > I 1 City of Atlantic Beach Sip 01999 O 1 Building and Zoning 1 . " =3 -� ■ 7 ' rrrrnmrrrrruMrrrr�rr�u�rrn�wrr�rrr�u�n=rr=rrmrrmrrrrrrmu` Was �■r�rr rrrwrrw�uwrrrrrrrrrwrrrrrrr ��Q���GpQ C+�' ` Qa 15.00 lu CV DRAN BY: BJC 1 DESIGNED BY: PJG 1 SCAM DATE: DEC. 14, 1998 1 JOB NO. 98184 SHEET N0. � I1 I I I I I I 12 VENT STUCCO TRIM x STUCCO FINISH SECOND FLOOR CLG- .a N QO v K) m r- 0 TOR 2999 13'-4' PLATE cA — % SECOND FLOOR Q � $ 9' PLATE tp-air lj V J = u 4 W Llw � 0 FINISH FLOOR FINISH FLOOR 20' COLUMN A 0 (STUCCO OVER FOAM) STUCCO TRIM Lu p/ N T E L-- AT I 0 ,N (p Im I SECOND FLOOR CLGx O L_L U I 61 I SECOND FLOOR I 9 PLATE RECE-Tv"kED V � - j 1999 City of Atlantic Lech ® © BUifdinp, and Zoning V FINISH FLOOR DRAWN BY: - DEgIGNED BY: BJC SCALE: DATE: OCT. S 1998 L E A T I JOB N0. 98184 SHEET N4. A2 of 12 O A SECOND FLOOR CLG. *Mw Q �0 z °E H SECOND FLOOR �j o V PLATE w b a Lm--j __j w - _o FINISH FLOOR ] 61 L E F T 5 1 E L A T I Del M(p 12 `� E SECOND FLOOR CLG. -40 lt. s U LL1 8 � o� O SECOND FLOOR -� 9' PLATE lu V Q �L lu 03 FINISH FLOOR DRAWN BY: BJC 8 DESIGNED BY: . BJG SCALE: 1/411 = 11^0 II DATE: E L E x A T I O I OCT. 26 1998 JOB NO. 98184 SHEET NO. 43 of 42'-0. 2'-2" O /�------------ - L----------------------- Ir___.-____.__,.___..__... —— � I N r- --- •_—_----------- —-----— I I L._..._...______...__.---_ I I I R+ I I. I _J � -, I r_-- --__-.___..____—__—M_____ I I I F I I L { Q � �Q� r I ( I I I I uw4 Ma0w5v � wh 171 I I I I I I I 1 I I I I i I I I I I I ! I I I I UG- I I I Q) �- { I I I I I I I ctl I I I I i I I I I I I I I •I � II I ...___._ _____ I I � L------------------------------------ _______� ___ ___ __a � I I I —__...___.__._____..-_____ti._..__._..___—r___..___..__—I I I I I I I I ...__._..__....___. B { I r_ _____-__ _J U I ----------------------- L----------------- I . , L -----___________ _ J u1 t LU V�(�] PUS 4 AC a I DRAWN,�C BY: 15'-rO" 10'-10" II'-�" " DESIGNED BY: 421-01 SCALE: �1 1/4° = P-0° DATE: OCT, a(o 1998 .�7 I FLOOR FJOB NO. 98184 SHEET NO. A4 at ,o r----- ----- rr...,......._. ------...`-------------_ __-_.._.._---------- i � I � I I I i I I I I I I q I I � I � I _-------- ----- --- I�� __- NV ._.__..___......_....-_-_____ _ -__ __ �� w ►"> ly LL A o N--� I �WQlo iu 90 - I00, � A I � \ I LU IL ------------------- I N " " I w � Q " i " A � O I I I I I I I I I I 1-x-1� I � I I I I I I I I I I I I i ) I 4 I • Li I \ Q) Q) NN " Q) c1� m M " o " " .-wwwww---- w-w-w --w- rM wrrw rrrrrr I U `6 I ------------------- I II I I r,---], Z lulO W Lu DRAN HY: BJC DESIGNED BY: BJC 7N SCALE: A F L 1/40 1,_oil DATE: OCT. 26 1998 JOB NO. 98184 SHEET NO. A5 of .336 `l+h - N OTE-s STUD REQUIREMENTS ..AOR 42 SE W/ 2"x2"x1/8" WASHERS ( ALL TOP PLATES #2 YP OR #2 SPF ) SEMCO TPP4 @ 32" O.C., TOP & BOTTOM /4"' RETE SLAB W/ EXTERIOR_ WALLS (MIN 2x6-16„ O.C.) 6x6,10x10 WWM 12 7 * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 1' 4° ARCHITECTURAL SHINGLES ON * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS 6 MIL VAPOR BARRIER OVER * 4--2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS TREATED AND COMPACTED FILL 15# ROOFING FELT OVER x ( 2x6's, 16” O.C. UP TO 17' HIGH CONTINUOUS) 6„ 7/16 OSB-S�tE=�11 TNG 6,. (2) #5's CONT, ROOF�RCfSSES @ 24" O.C. OR ROOF RAFTERS @ 24" O.C. STUD REQUIREMENTS F4F�. ITL HURRICANE CLIP �---._�_ R��30 INSULATION W/ A I EXTERIOR AU TED A A /� c BEARING STEP D C N , @EACH TRUSS � � 2 POSITIVE AIRSPACE V L W LL -S" HAS 1 @ EA. RAFTER UNDER SHEATHING SCALE: 3/4"-1 '-0" METAL--DR� VER .•+ N 9 to to h * NOT TR * --RAID DE___1' x6 _SAS EDAR ON 1"x8" S45 CEDAR FASCIA * SIZE & SPACING OF STUDS SHOULD BE DETERMINED * OVER 2"x6" SUB--FASCIA (2) 2°x6" #2 TOP PLATE (SYP) * BY SPECIES & GRADE % HEIGHT OF WALL 2-1/2" CONTINUOUS 5/8" GYPSUM BOARD * ALL STUDS IN EXTERIOR VAULTED WALLS 1/2"x7" WEDGE BOLT SCREENED VENT * MUST BE CONTINUOUS TO QQTTOM CHORD * @ 32" O.C. W/ 2"x2" 0 * OF VAULTED TRUSS OR RAFTER MEMBER * 1x SPRUCE SOFFIT CLIP STUD TO DOUBLE PLATE W/ W p Exl/8" WASHER SST-H5 AT EACH STUD W — SEMCO TPP4 @ 32" 4" STUCCO FRIEZE BAND 1/2" GYPSUM BOARD O,C,, TOP & BOTTOM (SEE ELEVATION) 1x4 BRACES @ 48" O.C. 8' L 4" CONCRETE SLAB W/ i' 6x6,10x10 WWM OR R-19 BATT INSULATION a "FIBERMESH REINF. a U c� w uu I O BASE MOULD r r I 2"x6" BOTTOM PLATE 3/4" PLYWOOD SUB-FLOOR 6 MIL VAPOR BARRIER OVER 5 DS CO INUOU TO BO OM TREATED & COMPACTED FILL�/ CHORD VAUL MEMBE 8" 1'-4" 8" (2) #5 s CONT, LSTA 36 METAL TIE STRAP CONT. w a FROM l st TO 2nd_.FLOOR--STUDS (DNAIL W/ 9--8d-COMM16" ON IN EA, STUD DEEP TJI's @ 24" O.C. 'r] „ i SST-A35F @ 24 O.C. V► � L\7Z THICKENED SLAB 5/8 GYPSUM BOARD w SCALE: 3/4"=1 '-0" 1/2" GYPSUM BOARD A Lu L/ NOT TO SCALE 0 (2) 2"x6" TOP PLATE z � a u� (1) #5 CONT, Lu 4" CONCRETE SLAB W/ SMOOTH STUCCO ON 6x6,10x10 WWM METAL LATH ON 7/16OSB r •. 2x6 ��SPF STUDS @ 16 0.C. a ca (SEE ELEVATION) o T '- Irn nl 4" 8" 6 MIL VAPOR BARRIER OVER N TREATED AND COMPACTED FILL CLIP STUD TO PLATE W/ Q� SST-H3 AT EACH STUD 2"x6" P.T. BOTTOM PLATE W/ R-19 BATT INSULATION 1/2"x8" ANCHOR BOLT @ 21 O.C. » USE 2"x2"x1/8" WASHER BASE MOULD 0 , 4 CURB _ . <1 SCALE: 3/4"=l '-O' 8" C.M.U. HEADER -... .BLOCK - -----------_.._.._.. ._-.. ::•.�. . . .... 4„ CONCRETE SLAB W/ x.S� ��,• . --- . V) 6x6,10x10 WWM c__4 1 #5 CON T. o w 8" C,M( GRADE FOUNDATION WALL I < w OF COURSES VARY — PER SITE GRADE) i w _ 16 MIL VAPOR BARRIER OVER o i L ` TREATED & COMPACTED FILL 1� I I I � I BLOCK SHEETING 7x4 SYP OUTRIGGER O EDGER WITHIN 4' AT 24' ON CENTER „ „ I• .: OF GABLE TRUSS CLIP TO GABLE TOP 10"x20" CONCRETE FOOTING CONTINUOUS #5 REBAR 1 0 CHORD WITH SEMCO W/ 3 #5's CONTINUOUS --� ' ALL CORNERS (VERTICAL) HCPLL W/P - 03BI' WITH SOLID POURED CELLS 1/16, 085 DIA x 2,5' LONG WIRE NAILS AND @ 8 O.C. >r I HURRICANE CLIP 2x8 RAFTER 1 g 03 - GU56ET PLATE GABLE TOP (2) 2x4 TYPICAL __WALL SECTIONca CHORD SCALE: 3/4" = 1 '-0" �-- 2x4 L-GRACE ON 2x4 KICK LEG GABLE VERTS AS ' 'j Q SPECIFIED BY TRU66 2X8 RAFTER �" MANUFACTURER t(1 CCl p �P , CLIP END (2) TDP PLATE �" V Pti ABLE TRU66 OF LATERAL P BRACE TO �aGABLE 150T CHORD WITH aa� t 2 - 6EMC0 _0 I HCPLL - 8 0.131' DIA GABLE 150T X 2.5' LONG CHORD WIRE NAILS cv I DRAWN 2x4x8' SYF' LATERAL $TUD WALL, FOR BY' BRACE s da'• STRAPPING INFO BEARING 2 - 0.162' DIA X FOR STUD WALL3. WALL THROUGH BLONG IRE NAIL6 RACE INTO AND GABLE TO DESIGNED BY: TOP PLATE, BEE EACH TRU56 BOT CHORD FRAMING PLAN, I 5 L IC. E T L SCALE: GIW.4PIETAIL 5CAL E 3 / 4 " - 1 ' - 0 SND f3RA A5 NOT 3/8' I'-0, DATE: 1 JOB NO. 98184 1 SHEET NO. A& Of �S [Ph � J I 44'-Z' _ 42'-0' 4" 14'-0" 1' 0" ) 12'-4' 3'-8" '-0 2'-2" 5'-4' 2'-2' ----_----- -----------�-__---------------•------------ ..-..._.._.._------- --_ - _......... -- i ;t ' I I I I I I I I I I I 5':4" 5'-2' I'-10' I'-10' I'-10' 4'-4" 4'-.4" I I LANAf I I I 18'4 'x9'8" I 20'-W CLG. ,Z 30 0 SH O I 051 EYEPROw'I50 �L�v� t�ll 3050 EYE i�O i i I I I ��� �� I I I I I I — (2) 35o SH 303 SH 3 0 DR 13018 FXD I I /5018 F>6, I 13018 FXD I I 3 0' G D I1�I TT L- 42' GAS FIREPLACE I � CLG. I r-� N Q'a rN O m ati 8' -- cr I --9' CLG------ \\ z y I I I I--- 2' -4" 3'-8" 1111-4m, 3' � Fl OPEN 'TO I I I I i I cb Q T S A BELOW i I MA I I '� 'RA5 2 -01— ,-u I " I z ____ __ ____ ____� d - I I I I t I I N - `t I 42 IG PART P I Hl 5UI I I I cv 5 u-H. � 1 ; I GRA Isom I a' 14'0°x18'2" I I `sa 4 -0 m I ,i ; I CyQ u�go}t a� I I I �' I I 8'-9'-10' TIERERD CLG. I � tu a u w' I I I I Lo KITCHEN I I l2lolxl3lall MUN �IM2 ' m 10'0"xl3'0" l\ `------------.._._--- /� 61 N I I 3'-10' 2'-8' 3'-110" 3'-2" 2'-0' 3'-4" \ 3'-8" 5'-rv" /� 2'-0 9' CLG. I I I I 2'-2 1/4" I .9 I OPEN RAILING Rt5 Rt5 �9 RANGE r-- iv `t ,p-Q PANTRY 'n cA I r r I c0 2'-�' PKT u ---- O O 5 SN 0) cp I d y I m in 18 i11 I iv I I� W.I.C. v T- ^ -�--# ba t1� � _ 9 U-1 RAS "► I -va - I •9 ' cv H DINI 61 tinech. N "� e e I 12'0"X10'0" �n m -4 OPEN RAILING m'-0" PKT `� -' m 9' CLG. �1/ 21 4w 01 `4 -- RAS ----- z 0 i n N 0 iy �� 61 0 3'- 3'-4' '^(o" % '^8" ' 3'-4' 2'-8' I 3'-10" 5'-2' 12'-6" _ L4j _ may_ `' cv IIN 81-01 C.O. (1 2'-0' S'-$" 4'- " 9'-0' 2'-4" 4'-8" I'-6' 4'-0' `,�j ----------- f tt TUI T ---- � R t S � W OPEN TOmaster cv Rts 3I�Roo1� _ ba t,h BELOW a mIN 13'8"X11'0" -' 9' om CLG. g' CLG. I M e V GLG. 3 I�ROO1' ' I 12'0"x11'0" �•► - 14'0°x10'0" I `" V CLG. m 0 000 0 0 I m m 9 CLG. 0 r I � I � LU __J m _�--RAS I 310' X ra' " DR 811 O il W/106$ 151D LITES (2) 3050 EYEBROW SH W 2020 FIXED I 2040 EYEBROW SH W/ I — (2) .3010 SH W 5426 EYES pW TRANS. (3) 20 0 $H U ARCI-IED TOPS OCTAGON I 1032 SIDELITES I / .� I I 10'-4" 4'-2" 6'-2" 4'-4' 4'-4" 6'-I" K]'-1" �9 � I I I I m r-- 20'-$" I I I r > L__ N ---------- ------ ------- 10'-4m .__..____._..- _.__ —.__ ..._ � O II I I II it I I II ' U 10'-4" 3'-10" 2'-10" 3'-B" 4' -4' 4'-4' 6'-4' 2'-6' 3'-10" -- 10'-2' 1'-4" 2" - 14'-2" 6'-6' 8'-10" 3'-10" 421-21 20'-$' 8'-8" 12'-8' 2'-0' 1.0 42'-0" � > civ I 5CQU FOCI ACS DRA BY: A/C enc (1st FLRJ 1843 DEMNED BY: (2r1d I'=LRJ 994 Bic SU13-TOTAL 2831' 83 SCM: LANAE 1/4" = I'-0° ENTRY 154 DATE: 5 E C o N ". FLOOR t- f 5 T FLOOR � �T E 291 OCT. 2ro 1998 -- — JOB NO. TOTAL 3252 98184 SHEET NO. Al Of � 1 -..---___--^- -.___,.. --__---_-,-_.._.-___.,- ---_---__-_-___,.,---- ...., -.-__----_-� / \ I � \ r--------_____-_-__-_--___ __---___- /,�~ -__-�\ I // \ I WF I � �r --- ---i r-r�_L�.��� r--•-------, I I // \♦ i �/ -ter -'`-\ j ---__-•----------- 1 \\ { \\ \ I III I I //r �\\ I I III / \\ I �� . � I rr-- � r----•---'-� r----- I ----......_--____.__ __�__-- HANGING I 23¢L_ �aIL __ / _ A 4 / I L16HT _ I \ / / I \ + I I -� .\\\ _ _�_ - _ I .'/ 1\� ----- - --- r �/ \\\ Co - I I \ I I - - --- �wd I I I I / I I I 1 �\ / \ f •/ � �- l �Q A� � 1 I pp LL, I ► \ \ / I I /1 j // `\� \I I � \ j I V �a�� �q�� aw l \ _ M I TO LIGHT SELOUor - I LI H/ 1+ TO 5W Ap I A _--__ III o / ------ -� / 1 I + �..._. IIEl -- - -—- i--� `\0 41 \ / I 1 I HANGINGLL LIGHT I I I I + I VI N t ------------------ ./ +\ 11 // \\ / ---- ----------_- --- // TTtw i al U 77 qp Tr- ~ _ HANGINGLIGHT \► i Cn 1 1 I I FANOI � FAN/ 1.-/� 1 / \ LIGHT I I I I I Q1 1 II I I II _J ❑ � I II I I I Q ------------------- -------------- V Z . w to Q .6 E DRA 8Y: C0ND F L oatELECTRICAL P L AN ��� i Ff � 5- T FLoaf ELEGA' �' f � � �. �, I L A `� DESIGNED BY. BJC SCALE: DATE: OCT. 2w 1998 JOB N0, 98184 SHEET NO. I 33" - �..�-� . El of l S�- 7/16" OSB ROOF DECK, NAIL 6"' OC p Cn ON EDGES, 12" OC IN FIELD (L,JNO) p WITH 8d COMMONS, TPP4 W/(10 8d TRUSS TO TOP PLATE WITH HDPT1 W/ ®24" EA (MIN 2 (8)84, X PTION: JACKS 7' LONG AND HpPTI W 8 E $$HORre MAr a FASTENED TO TOP PLATE SWD /( )8d EA TRUSS PRE-ENGINEERED T— PER HEAD R) WITH ONLY (3)10d TOE NAILS, NO, 2 SYP 2x4 NAILER. EXCEPTION: JACKS 7' LONG TRUSS HCPLL W/(8)8d + (3)104 •- FASTEN TO TRUSS AND SHORTER MAY BE RAFTER TOE NAILS EACH TRUSS BOTTOM CHORD WITH F ST_a�ENFD TO TOP PLATE \ N0. 2 SYP (2)2x10 HEADER (2) ROWS 104 �y N0. 2 SYP HEADER, SIZE AND NUMBER w/ONLY (3)t od Toe NAILS, OF PLIES PER FRAMING PLAN CALLOU75 7/16" 056 TRUSS BOTTOM CHORD DOUBLE 2x4 N0, 2 SYP TOP �- TRUSS BOTTOM CHORD DIAPHRAGM. FASTEN D TOP PLATE w/(2) E, FASTEN W/(2) ROWS tOd C� 1T, NAIL THROUGH 7/16" OSB INTO N0, 2 SYP OWS tad 4" OC 16" OC STAGGERED (UNO), MIN 24" CRI,PL; AND CRIPPLE AND FRAMING WITH 8 AT 3" OC. LAP WITH (12)l Od IN IAP, KINO, S�UOS. QUANTIn KING STUDS, QUANTITY TOP PLATE TO STUD WITH TPP4 PER CA-LOUT ON PER CALLOUT ON FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, 7/16" OSB OVER 2x4 SPF STUD'S FRAMINO PLAN, FRAMING PLAN, SEE TYPICAL WALL SECTION AND TYPICAL ® 16" OC. FASTEN OSB W 8d ' w/(1D)8d ON EVERY OTHER STUD (q)16d BETWEEN „ / 2x4 SPF STUDS AT 16° OC (6)1$4 BETWEEN � HEADER FRAMING DETAIL, ADJACENT CRIPPLES ADJACENT CRIPPLES 6 OC ON EDGES, 12 QC IN FIFELD. AND KINGS NAIL FIRST TOP PLATE TO SECOND TOP PLATE FASTEN DIAPHRAGM TO 2x4 AND KINGS ALL CRIPPLES TO WITH (2) ROWS 12d COMMONS AT 8" OC, LER WITH (1) ROW IOd EAGER: FASTEN TOP PLATES Tq AT 4" OC (tYP BOTH NAILER5) L CRIPPLES TO RTPGAS16 W/(6 16d EACH OTHER WITH 2 ROWS BOTTOM PLATE IN HEADER, (8) ed NOTE; PROPERLY RATED OPEN OF (4)104 BETWEEN SHEET ROCK (TVP) l 2" ANCHOR BOLT OR WEDGE W/TPP4 W/(12) IN CRIPPLE, WEB TRUSS HEADER EACH STUD, ANCHOR (5,25" EMBED) W/2"5Q 10d. MAY BE SUBSTITUTED /16" OSB ATTACHED TQ�2x4 STUDS FOR HEADERS SPECIFIED IN THESE PLANS, AT 16» OC, FASTEN WITy MIN 8d x It/8" WASHER AT 48" 0C AT 3" OC ON EDGE. 12k OC IN FIELD. x4 NO, 2 SYP PT BOTTOM PLATE ALTERNATE INTERIOR SHEARWALL FRAMING 2x4 NO, 2 SYP PT BOTTOM PLATTE BOTTOM PLATE TO STUD W/TPP4 -.. BOTTOM PLATE TO STUD W/TPP4 • 1/2" ANCHOR BOLT W/2"SQ x 1/8" WASHER W/(10)8d ON EVERY OTHER STUD 11 Jill W/(10)84 ON EVERY OTHER STUD I AT 48" OC or FAS3 W/(6?10d AT 24" OC. (TV RTPGAS24 W/(20)ltld NOTE! THIS INTERIOR SHFARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE T� 4' -/ P, 4) THE SHEARWALL RUNS PARALLEL 70 THE TRUSSES, THIS IS A PREFERRED _ ( SGP3 W/(24 tOd ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK, FINISH $" MIIN �. �• 'y . � — FOOTING SEE= TYPICAL ' WALL SECTION) (7YP 4) ) GRADE 1• •• �. FOOTING (SEE TYPICAL SWB — SPECIAL SHEARWALL DETAIL 12" MIIN --6 x s w1,a x w1.a wwF WALL secnoN) TYPICAL_ HEADER FRAMING DETAIL FOOTING I ro BEAR ofN WATERPROOF BARRIER FIRM UNDISTURBED SOIL • NOTES; Masonry stemwall may be used in lieu of monolit !c footing Install scheduled bottom plate anchor (FAS3, anchor bolt, or wedge anchor within 12" of beoring wall ends and I� - within 12" of door openings in bearing walls. See typical concrete sections for reinforcing and dimemsions of footings, SW# TYPICAL WALL SECTION 7/164 OSB FASTENED r0 FRAMING WITH Bd COMMONS AT 3" OC ON EDGE, 6" OC IN FIELD, FIRST FLOOR SHEARWALLS 7/16" OSB ROOF DECK, NAIL 6," OC DBL STUD TO BOTTOM PLATE DBL STUD 4" 4" ON EDGES WITH8d'I COMMONS,OC IN ('UNG BOTTOM PUTS TO SLAB TO SLAB SGP3 W/24-16d L � w — DBL STUD EACH SW1 AND 5 / BOLT 8" MIN 5 1/2" 4' END OF SHEARWALL µ •i II I HW2 TPP4 W/12-6d t/2' BOLT W/ » • ;. 6 x 6 - W1,4 x W1.4 WWF 6 x 6 - W1,4 x 1, WF PRE-ENGINEERED -�-# II 12 MIN HOPT1 W/(8)8d EA TRUSS 3 SO WASHER III ROOF TRUS HCPLL W/(8)$d + (3)104 f1 WATERPROOF BARRIER TOE NAILS EACH TRUSS �J 6" OPT, EXTENSION 2} 4 WATERPROOF BARRIER " " -4 TOE NAILS EACH TRUSS HEADER KING STUDS MAY SERVE ( CONT FOR b-12' UNDER 1 STORY WALL EXCEPTION: JACKS 7' LONG AS DBL STUDS AT THE ENDS OF IN BRICK LOCATIONS b (3T CONT FOR b=16" UNDER 2 STORY WALL AND SHORTER MAY BE SHFaRwAtl5ON FND PLAN (3)#5 CONT FOR b=20" UNDER 3 STORY WALL CURB STEP SECTION FASTENED TO TOP PLATE MONOLITHIC FOOTING SECTION DOUBLE 2x4 NO, 2 SYP TOP PLATE, FASTEN 16" MAX - � W/ONLY (3)104 TOE NAILS, SECOND AND THIRD FLOOR SHEARWALLS —1 ROWS ONS 16" E7_/ DHL STUD TO BEAM AIR (UN(O�. MIN 124" LAP MW/MIN (1 )1OdTAGGER DBL STUD BELOW 7/16" OSB OVER 2x4 SPF STUDS NAILS IN LAP, TOP PLATES TO STUD W/TPP4 MIN 2x4 SPF SW (2)RTPCA835 W/(24)10d � ® 16" OC, FASTEN OSB W/8d W/(10)8d ON EVERY OTHER STUD (TYP, ALL) I I #4 w 9" BEND BOTTOM 60" OC #4 ® 48° - 12" BEND TOP, � � / 6" OC ON EDGES, 12° OC IN FIELD, 2x4 SPF STUDS AT 16 OC g" BEND BOTTOM 8" CMU (TVP) 6 x 6 - W1.4 x w1.4 WWF VARIES 4 v NOTES: — $" MIN -.�. v v v c 3 a C J 7 C U 1, 5/16" HARD]-PANEL IS PERMITTED AS SUBSTITUTION FOR 7,/16" OSB FINISH ' A c N'G ° v a ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN., GRADE 4„ 4 0' m'o o oil „ CAST-IN-PLACE 6 x 6 -- W1.4 x W1,4 WWF 2 x 4 BOTTOM PLATE. FASTEN TO 2. OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE $ MIN 12' MIN BANDSOARD WITH 10d: aroi� � o� H CONCRETE FOOTING I Y _ :5-2,2 01 FRAMING PLAN PROVIDE SHEARWALL NAILING PATTERN ABOV( AND BELOW „ O a O• 'O OPENINGS, (2)#5 or (3)#4 CONTINUOUS •• o FTG DIMENSIONS TO BE 12” DEEP WATERPROOF BARRIER 3 OC IN DESIGNATED 2nd FLOOR c o a„ 3. SGP3 SPECIFIED FOR SW1 MAY BE SUBSTITUTED WITH F7P26 W 24-16d. I •„ , g OPT. ERTEN ION SW SECTIONS, c v R a,5 v E v'2 FOOTING (SEE TYPICAL / X 24" WIDE W/(3)#5 IN 3 Itl BRICK LOCATIONS b 2 4 CONT FOR b-12" UNDER 1 STORY WALL � ° b o q o NN SS 12" OG ELSEWHERE, $ o v� v c PER DOWNS ^ FOOTING ON ° 3 WALL SECTION) ON FND PLAN 3 4 CONT FOR b�16" UNDER 2 STORY WALL x PER TABLE 6" OPT, EXTENSION IN BRICK LOCATIONS 1'-$' /4" T&G PLYWDON FNO PLAN FIRM UNDISTURBED SOIL GARAGE EXT WALL CURB SECTION 5 0 o a ,c ° SHEARWALL ASSEMBLY DETAIL, In"Ijdu vertical-607 , a r; y >,' ti N'8-e N b install 1/2" anchor bolts with 12" embgdment FLOOR TRUSS OR I-JOISTS ro o " v ° °' c CMU STEMWALL SECTION 2 at 48" oc for bottom plate anchorage. v °c �' N ° g c ` ° a� v �oNCCO4) TIE UPPER FLOOR STUDS TO a� C y CO a v t LOWER FLOOR STUDS OR v ° v a- a- LOWER FLOOR BEAM WITH rn E i c �' v o : SEMCO RTPGA836 W/(16) c 0° w N o 7N� 10d. SPACE STRAPS 32" OC. TIE UPPER FLOOR STUDS TO v 0-5 a r c N' c HEADERAND NUMBER OF PLIES TRUSS TO HEADER WITH HDPT1 W/(10)8d, (2)#4 CONTINUOUS (2)#4 CONTINUOUS 6" (TYP ALL INTER-STORY LOWER FLOOR STUDS OR c o c t E6 o Q a o u I•DF''1 N/(10;104 EACH TRUSS or PRE-ENGINEERED PN AND FRAMING PLAN, X PTI N; JACKS 7' LONG AND 4" CONNECTIONS LOWER FLOOR BEAM WITH o I TP:;A$:?4T W/(20)1Od TRUSS HO, 2 SYP (UNO) SHORTER MAY HE FASTENED TO HEADER 4" ) DOUBLE 2x6 NO, 2 SYP TOP PLATE. SEMCO RTPGA836 W/(16) .c° a c a WITH ONLY (3)tod TOE NAILS T _, •- — — -'410 —.� , "Q 1/2' 4 U � v o EAC-1 TRUSS ,, ; FASTEN W/(2) ROWS 10d COMMONS IOd, SPACE STRAPS 32' OC. v o ° x v N E•_ o 4 '� 8„ 6 x 6 - W1,4 xWF 16" OG STAGGERED (LINO), MIN 24" LAP CONNECTION$TYP ALL IEn NTER q v � a o v (2)RTPOA824 W/(24)1Gd W/MIN (12)104 IN LAP. I ) v a v v ° FROM BEAM TO COLUMN– WATERPROOF BARRIER 8" 1 •" 7/16" OSB OVER 2x6 SPF STUDS v ' -" o (1) EACH SIDE OF 6 x 6 - W1.4 x WIA WWF WATERPROOF BARRIER mak" C 4UMN, 8" 1'-4" ® 16" OC, FASTEN OSB W Sd . Ani,5 o rj w n v / 2x4 SPF STUDS AT 16" OC 6' OC ON EDGES, 12" OC IN FIELD, TOP TO STUD WITH W/(10)8dEON EVERY STUDTPP4 BEARING WALL FOOTING SECTION 3 BEARING CURB STEP SECTION (:T:) SHEET NO.: ST — I PT T -'- PT N0,2 SYP 4x4 POST - (UNO ON FOUNDATION AND FRAMING PLAN) 1/2" ANCHOR BOLT OR WEDGE Structural ANCHOR (5,25" EMBED) W/2"SQ x 1/8" WASHER AT 48" OC Details POST TO SLAB CONNECTION x4 N0. 2 SYP PT BOTTOM PLATE �oI3 No.: E H 12 019 8 WITH ABP44 W/(12)16d OR 2x6 NO. 2 SYP PT BOTTOM PLATE BOTTOM PLATE TO STUD W/TPP4 SGP3 w/(14)iOd. BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR BOLT W/2"SQ x 1/8" WASHER W/(10)8d ON EVERY OTHER STUD W/(10)$4 ON EVERY OTHER STUD AT 48" OC or FAS3 W/(6)10d AT 24" OC, 4" 4" BUILDER: Hilliard d0T"'Ohl PLATE TO STUD W/TPP4 u CONCRETE NOTES � ..•: �: � � �' —•� .— • FINISH 8 MIN w ••.e. . GRADE LOT NO,: Master I//(10)8d ON EVERY STUD, 1/2" ANCHOR BOLT W/2"SO x 1/8" WASHER 1, Concrete compressive strength for footings = 2,500 12" MIN 4'. 6 x 6 - WIA x W1,4 WWF AT 32" OC or FAS3 W/(6)10d AT 16" OC. psi (UNO). --� FOOTING (SEE FOUNDATION AND 2, Concrete compressive strength for slab = 2,500 psi FOOTING TO BEAR ON� WATERPROOF BARRIER SUBDIVISION: Eleventh FINISH $" MIN FRAMING PLAN FOR SIZE) (LINO), FIRM UNDISTURBED SOIL Street GRADE 3. All reinforcing steel shall be ASTM A615 grade 40 TYPICAL PORCH POST AND BEAM FRAMING DETAIL (U NO). NOTE',; Masonry stemwall may be used in lieu of monolit is footing Install scheduled bottom �r late anchor FAS3, anchor ball, or wedge anchor within 12 of bearing wall ands and FLOOR PLAN; Cote 12' MIN — 4. All reinforcing steel shall have a 90 degree bend at P. ( g corners with a 25" lap, and idi 12" of door openings pe ii g in bearing walls. See typical concrete sections for reinforcing " 5. Fibermesh is on acceptable alternative and shall not 12 require WWF. VOTES: Masonry stemwall, Section 2, may be used in lieu of monolithic footing. 6, Masonry stemwall, Section 2, may be used in lieu 0f MULTI-STORY DESIGNED: VC TYPICAL WALL SECTION Install scheduled bottom plate anchor (FAS3, gnchor bolt, or wedge anchor) monolithic footing, Section 1. within 12" of bearing wall ends and within 12' of door openings in bearing walls. REVIEWED: WV C 1 IGH UPLIFT CAPACITY WALL SECTION REVISIONS DATE TRUSS TO STUD GROUP WITH TRUSS TO STUD GROUP WITH (2)RTPGA824T W/(24)10d, (1)RTPGM24T W/(24)tOd• FASTEN 056 TO FRAMING 2x4 SYP OUTRIGGER 03 OC ON EDGE, 6 AIC AT 24" ON CENTER. SBC 1606 100 MPH HIND NO,2 SYP EXTRA STUD GROUP NO,2 SYP PROVIDE S RTPCA824 W/(20 tOd BLOCK SHEETING IN FIELD WITH 8d, CLIP TO GABLE TOP E11'RA, S7.O tRO!IP OBL CENTERED UNDER AT EACH SPLICE ON EACH STUD EDGES WITHIN 4 C;NTEAEC UNDER DBL 7/16" 058 OF GABLE TRU55 CHORD WITH d. Tfi 1S& INI:ICAIED ON TOP PL TRUSS INDICATED ON TOP PL HCPLL w/(8 ad. EMCO F�:UNI:ATII:N AVD FOUNDATION AND F11AMIIG -LAN, NO, FRAMING PLAN, N0, SEE TYPICAL WALL 01 Sl'JDf EQUAL TO OF STUDS EQUAL 70 SECTION FOR FLOOR N:. 0' E IES A TRUS NO, OF PLIES IN TRUS TO FLOOR STRAP (LAN 1 STJDSI, UrR (MIN 2 STUDS). USE REQUIREMENTS SPF !ifUC!i. F.A5T=N SPF STUDS. FASTEN (TYP 3 SHOWN Q GABLE TOP AI:1ACI:NT STUDS 70 SPF ADJACENT STUDS TO SPF 1 CHORD E,CH J71.kR WITH 12d STUDS EACH OTHER WITH 12d STUDS Nq.2 SYP A, 8" Oc• 016 OC AT 8" OC, X16 OCA BOT PL ply 2x4 L–BRAG E AIN LEGEND 1/2" ANCHOR BOLT FLOOR TRUSS LE VERIS AS W/2"ANCHOR WASHER (TYP 3 SHOWN) SPECIFIED BY TRUSS AAL A AGENT 8 STUD MANUFACTURER. (2)2X6--1/2 — HEADER/BEAM CALL—OUT GROUP IN ADDITIONuLTI-sru CLIP END NUMBER OF KING STUDS EACH SIDE OF OPENING I SGP3 w/ EACH STUD IN STUD TO TYPICAL BOTTOM CRIPPLES GABLE TRUSS of LATERAL NUMBER OF JACK STUDS EACH SIDE OF OPENING (2(OR) GROUP IT BOTTOM PLATE ANCHORAGE BETWEEN ()10 PLATE WITH TPP4 PLATES GAB Tor SIZE OF HEADER MATERIAL (NO. 2 SYP) 904 '- 41 --5 00 FTP28 W W/(12)84 EXTRA STUD GROUP CHORD WITH NUMBER OF PLIES IN HEADER CENTERED UNDER (2) SEMCO (2a)tod NO, 2 PT NO. 2 PT TRUSS INDICATED ON HG`PLL w/(6) - SYP BOT SYP BOT FOUNDATION AND 8d, SPECIAL UPLIFT CONNEC'T'ION CALL—OUT. SEE DETAIL -� PLATE PLATE FRAMING PLAN. NO. ABLE 001 CORRESPONDING TO NUMBER. 'S FIC OF STUDS EQUAL TO N0.2 SYP NO. OF PLIES IN TRUS DSL �� - OPENING NOT DESIGNED TO BEAR TRUSS LOAD. NO STRUCTURAL V (MIN 2 STUDS), USE: TOP PL SPF STUDS, FASTEN STRAP GA6LE TRUSS HEADER REQUIRED OVER THIS OPENING. ADJACENT STUDS TO N O. 4 8 81313 CONCRETE FOOTING (SEE FOUNDATION (SEE FOUNDATION EACH OTHER WITH 12d TO STUD WALL WITH SW# — SHEARWALL SEGMENT — PROVISIONS OF SHEARWALL, ASSEMBLY CONCRETE FOOTING AT 8" OC, 2x4x8' SYP LATERAL RTPCA812 WITH 8 STATE ©�" AND FRAMING PLAN FOR TYPICAL DIMENSIONS) AND FRAMING PLAN FOR ATYPICAL DIMENSIONS) 104 AT 48" BRACE O 48", (2 L6d ETAIL GOVERN. THROUGH BRACE INTO EACH TRUSS BOT CHORD v HIGH POINT LOAD CONNECTION DETAIL RIGH POINT_ LOAD CONNECTION DETAIL MULTI-STbRY STUDSPLICE FOR USE IN GABLE END I)3RACING DETAIL L R% P CONJUNCTION WITH HIGH POINT LOAD DETAILS lip E wmia Y.Cudpa 41 0/0/00 1730 PM Co7T I w { { (S) r- Y— + 42'-0' 12'-4' 4'-8' 2'-2' S'-4' 2'22' { F � A I I 2x6 FRAMED BOX COLUMNS x I I { I I 2 M2 { In E T(DI T(Di E w 1 $wl owl - hFrI2 M2 -I F// 1\1 (242x5-1/2 - — -- -J 2 2x6 NO.2 SYP *121 OC I ST�- 1 I TI1 2 � { I I w (2nX10-V2 I I 2 BEAM -- _ _ I I ST-- 1 I 1 N BEAM 2 M3 I 2x4 LADDER BRACES t7VER t01" I I '� I 48AOC•TE s1EETWEEN TIS AND T021(ZA@d7OE NAILS ETD2ACH { p TI4 { { { END OF BRACES,OAOd 1410 { I I I ST w i ,p TOP PLATE THROUGH LADDER. L 1 u�l I I (2)2x6-1/2 ALL HEADERS(UINO) L-BRACE BOTTOM CHORDS, OF T02 AND TIS Wi2x€s N(a,7 I ccv TSRYP 8SOVER PAN MIDDLE 2/3 OF I I I ry Q W I I I { (2)1x6-In ALL HEADERS (UNO) SSE SECOND FLOOR I-JOIST TRIPLE STUD UNDER TI2t 712 TO STUD Lu { A { I I (L r AND 15EAM FRAMING 8PECIFICATIG>NS GROUP - (3)RTPGA824T W/(20AOd, I � Z { I I (Yp w TYP I N I I IN $EPERATE SUBMITTAL BY 6TUD GROUP TO SLAB(2A3GP3 W/ { +� m i, TRUE HOUSE. (24ACd. STUD GROUP TO REMAIN - 1 { T- 1 I I T- 1 I ° { SOLID FROM 2nd FLOOR TOP PLATE T12 2 II 'I II 1 S►r V-6. X DOWN TO $LAB• STUD SPLICES TO I p Lu , I { I BE LAPPED WITH RTFIGA624 W/ { I M1 I �J II`]111 11'I ' I O 11 II {I II .� 4 I I I I -- T24 Z I _ u � _ I � L- � (TYP) � ST- 1 I MI MI I L J ;D I o v vi m I 9 � { { { I (2)1X10-2/1 p ° ro o --- M4 °' u-0o ro M6 co > �� w foo 2 MI c v o ° o° v u ° ° •Nva `- � ST- 1 L N p I ( { 3 TYP pox � ° I.sro T � 3 T3@ °� v H E-) cc: ca0 >1 ul 1 1 ry I l m 14 _ v 2x6 NO. SYP 1NI2OC `D,J ° 4 I , ° N C 4 C lu C ° { { I I { l { v~ ° "o ° a�u x E $x .'s rc ' v o U 00 { I _ _J ( I { _ T24 ? 5 ° cEd °�' � co 0 ST- 1 ( � 000u o ° �o...NN w 2,� (u v a ;;° ° E d 5WI swI $wl swl $W I I ST— I { I I SHEET NO.: ST - 2 NO ST- 1{ { _ _.. a Eli Structural Details SOB n: E H 12 019 8 19'-e• ,m'-I(p' „'- BUILDER: Hilliard 42'•@' LOT NO.: Master SUBDIVISION: Eleventh Street FLOOR PLAN: Cote FOUNDATION PLAN FIRST FLOORFRAMING PLAN SECOND FLOOR FRAMING PLAN DESIGNED: WVC REVIEWED: WVC REVISIONS DATE SBC 1808 100 MPH WIND STRUCTURAL KEYNOTES: NOTES: LEGEND ' Q8"x8" DEEP THICKENED EDGE TRUSS TO HEADER 1, FOR STRUCTURAL DETAILS, SEE (2')2x8-1/2 - HEADER/BEAM CALL-OUT { w/(1)//4 CONT Q (2)RTPGA824T W/(22)10d APEX TECHNOLOGY SHEET ST-1 NUMBER OF KING STUDS EACH SIDE OF OPENING (2)2X8-1/2 ALL EXTERIOR HEADERS (UNO) NUMBER OF JACK STUDS EACH SIDE OF OPENING 9G4 x;41 --1,)200 Q12" DEEP FTG W/#4 0 12" 24"SQx20" DEEP FTG W/ 2. SIZE OF HEADER MATERIAL (NO. 2 SYP) EW UNDER BOX COLUMN Q (3)N4 EW (2)2X8-1/1 ALL INTERIOR HEADERS (UNO) NUMBER OF PLIES IN HEADER FI n 18"SQx 12" DEEP FTG w/ 30"SQx2o" DEEP FTG w/ ( - SPECIAL UPLIFT CONNECTION CALL--OUT. SEE DETAIL BELT L (3)#4 EW Q (4)#4 EW 3, INTERIOR BEARING WALL CORRESPONDING TO NUMBER. �7 - OPENING NOT DESIGNED TO BEAR TRUSS LOAD, NO STRUCTURAL TRUSS 7o HEADER, /� 36'15Qx20 PEEP FTG w/ HEADER REQUIRED OVER THIS OPENING. N O. 48803 Q RTPGA824T w/(20)10d L 1 (4)�4 EW STATE O F SW# - SHEARWALL SEGMENT - PROVISIONS OF SHEARYVALL ASSEMBLY � TRUSS TO HEADER 48"SQx24" DEEP FTG W/ DETAIL GOVERN. Q (2)RTPGA824T W/(14)10d (5)#4 EW, T&B P+ 33<" I I+K Sk