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Paradise Court 620 DATE: 10/19/00 fffffff I I I _L J_ -27 Ll T rH7_ __T T_ a Tr. _T _T -17 a" 17- L - - .. -_''-, - '. r LLC F-I-- If -I.- -A T T_ L� L L__L_._L------L mmrs IN V) PL LU --r 7- _.l:,-y_. c -I-- - T T _E 1 -_ > T _11_ 1.j...L --I-, :1- 17. _u 7. IF., -j T T_. -.T LI-FIT-_ __j - T=- -T-_ ,T__ --I:_ H" _T "l --I-- I` I. __T__ 'T _:T_ _X I T "I I 71= -I-- --I- J- r- __L-_ L7 L 1 T__ _F 7- __r "M -Y x._-�-- T_'--J- '.I.- _1 F -I U- __L� _:1 i- -I _T_. ':I- _T 1" '1 L _L_ -F-L L T_ V T E- T'_ J, 1_T_ I- A- L I. 1 1. __E__ J_ __.T._ TF -7- T_­ I:- _7F -_I- TL I T_ I.- 'I. L -L I J _L -1 _L L I L.L:L_ ...T_LjT __T I L _L _ T, T a -I- T_ =L A I L_ J_z _ r EF _T_ ------------ ------- ----------------------- REAR LET ELEVATIONS PA F 13UILD SET SCALE: I MOT HATE: 10119100 r- I -F --F--,- T--J- -7 D- ED (o On Lu _- - _ > --L-7-I I j - - 0 I -JL- Lu n IS) I I f C) i IF If < f RONT RIGHT ELEVATIONS PAGE BUILD 5 E 5CALEV 1 /4" MOT DATE: FLOODLIGHTS ARE FU-WIRED ONLY - NO FLOODLIGHTS ARE 10/10100 FIXTUE5 PRE-WIRED ONLY - NO IF IMES T 0 0 42" KNEEWALL CATHEDRAL CEILING r;? x ASTER BATH' GINING X, /CATHEDRAL,, 0 0 .- � `�� KiYCFi1 N.%r i � � X, CEILING' Cal 7 BEDROOM) MA5TEP,BERM 0 (J) X Lu -- J HALL ENR Pl . +J21- 4 STEP UP Ll I 5fe!T. ... ... PORCH > CE 3C" KNEEWALL \`\ i r L NING y, 4 \13ATH LLJ GARAGE Z6 WP BEDROOM LIVING AREA 1428 5cl ft PAGE f I K5T f LOOK ELECTRICAL BUILD 5ET SCALE : 114" 1 MOT 5 DATE: I o/I Woo 0 Q) 42" KNEEWALL0 Ln CATMEMAL CEILING x, MASTER EATH DINING GATMIiD' RAL CEILING-/' fL_ CATHEDRAL j U- CEILING VFLAT CEILING CATHEDRAL CEILING L X .1 MASTER E3DKM I <, 4-1 13FOROOM k_hl /X Zi MALL ENTRY 5TUP UPS CLo51!T _u po D _7 ' LIVING 8' FLAT CEILING30' KNEEWALL 6ATH1 73 11 1 1 :2 Lu 10 GARAGE F TREY CEILING 6' FLAT CEILING L C) BEDROOM ROOf PITCH TO 13E 7: 12, LIVING AREA ALL INTERIOR FTICHE5 TO 1425 5cl ft BE MAXIMIZED. NOTE CEILING DESCRIPTIONS IN EACH ROOM 1 00f FLAN PAGE BUILD SET SCALE: 1 /4" = 1 MOT j4 DATE: 33 34 1/2 5'4 112 14'4 10'4 _ 12'2 1 1'2 10/19100 2'1 0 2110 !'9 !/2 1 a'5 112 1'9 112v 8'6 112 1'9 112 3' 6'6 2'P _ Lo t9 m I _ 4040 ' 30Ga 3 0 30G0-_ 3060 30r.0 C3 F�7 7' 1/a 7' 1/4123EUAp36le 3Q42'5hpwc, 0 Lu 2068 42 KNEWALL\ CATHEDRAL CEILING a N IMAST{ R BATH 03 N I I f/ DINING �� clill CATHpRAL 11�7x !a' I I'3x 1a'm ,� KITCHE=N .OILING__ '� I•. �= --:^ r �i10'Gx 14 CD m BEDROOM N.% MA5TVR DDRM i �1 r x 11'7 /` , / f u (O CC-' / IX" I I 318 2'I A'7 cu F '� / `j ; m �? ' U f 86t5 I 1 / 86 1 2 3' 112 /` `', i' .1 I'9 m N o C4 I ref 3068> `2068 '. 0 N .-,.-. __..-, .�.. --- M x22, 1 223 I - ...._....T .T.--•- - I { 4jt I N FWA63Q� 4Y3612 W493r N� I 18 �8' 2868 28G8 2aG8 N----- - _ -----�' -- ...._..., _ ..._. _ r r _ ____-__ I'8 21 I 18 518 1/2 I I 112 -_._ m_12'2 __- 1 2 HALL ( ENT �U cr} 16'8x _ _ 1 a'xai i �T 411 239 i'I t 1'7 3'9 112 !'7 I 1 o — -- STPP UP , f 'k5068`� 2868 2868 } u 11 t1 -W-11.' ELatn ory- 11 II 1 I 4'G f �D Y I I I / f' ��✓�i I I '•, 77 x 15'1 r 1 . ! y 36" KNEFWALL a0 t 610 _ 36 - —54 1/2 r i LIVING L L_1 n�11 b 'a BATH I I O 13'7 x t 5'11 I ,.� s ( ( "--5[andard F.O'P.FI` - { Y-YyM at J:12i ` F -1 �.�� I 0 �•� � I 13EOROOM I I 9'1 r x 125 r afro . 71 3068J� 7 ,17 7 7==;;;F . _._.-3 6a _ _. lr _— _ _ — . -��� _ ___ _ _ '�•__ __-! _ .. _. _.__.. _ ____. ___ ____ -_ _ WATER SOFTENER LOOP. LIVING AREA � 1428 aq fir WATER SUPPLY FROM STREET TO 8't 2'3 ENTER NEAR SIDE DOOR TO w 201 10'4 68 14' 8' GARAGE. S _ _ _ _.._ �' k �-' YLl HT K G OVER R LIVING _ 5a' ROOM TO BE LOCATED BY OWNERS PAGE (LOOK PLAN 13UI LD 5ET SCALE: 114" 1 FOOT 3 DATE: C\j lu 0 12- fn MAIN 17'G 5LAB 14135,1 ft STEP UF-----� TOTAL SLAB AREA I I I LU 1971 5cl ft FRONT > PORCH L 0 (40 GARAGE (4 u LOWER) LOWaR) Lu 420 ft 137 ft V) Ll 117 -------------- 58' FOUNDATION PLAN PAGE 13UILD 5 E SCALE : 1 /4" 1 MOT 2 DATE: N N O oz V LO i i Il 0 i � m m VD `Lu FER5 ECTI VE 'AGE BUILD 5ET SMITH Kf-51DENCE 1/16" 055 ROOF DECK NAIL 6" O.0 ON EDGES, 12" O.C. IN FIELD (UNO) TRUSS TO STUD GROUP WITH WITH 8d COMMONS. RTPCsA836T W/(24)l0d IIi# (SEE "FIRST FLOOR SHEARWALLS" SuTABLE TO RIGHT) cv 1/161, OSB FASTENED TO FRAMING WITH 8d EXTRA STUD GROUP HDPTI W/(B)Bd EA TRU55 HCPLL W/(8)0d +(3AOd EXCEPTION: JACKS TI' LONG CENTERED UNDER AND SHORTER MAY 13E OF TRUSS OR TOE NAILS EACH TRUSS COMMONS AT 3 O.C. EDGE, 6" O.G. IN FIELD. �-ENGINE>xRE TRUSS INDICATED ON 02 SYP FASTENED TO TOP PLATE ER5 FRAMING PLAN.NO. FOUNDATION AND DBL W/ONLY (3,10d TOE NAILS. LL. OF STUDS EQUAL TO .FOP PL NO. OF PLIES IN TRLI55 (MIN 2 STUDS). USE DOUBLE STUD EACH FIRST FLOOR SHEARWALLS 5PF STUDS. FASTEN ADJACENT STUDS TO —1 END OF 5HEARWALL DOUBLE STUD TO 50TTOM PLATE DOULBE STUD EACH OTHER WITH 12d SIU BOTTOM PLATE TO SLAB TO SLAB AT 8" O.G. SPF SGP3 W/24-16d STUDS- DOUBLE 2x4 NO2 $YP TOP 0 } SWISGP3 BOLT W/ AND S/8 BOLT 16 O.G ( 2) ROWS 10d/ 16" O.G.STAGGERED (UNOMIN 24" SW2 TF'P4 W/12-8dLAP, o TOP PLATE2T0 STUD HEADER TPP4 ry HEADER KING STUD MAY SERVE 3„ SQ WASHER AS DOUBLE STUDS AT THE Els S OF-\ SHEARWA LS W/00)5d ON EVERY OTHER STUD y 0 1/2” ANCFIOR BOLT U 16" EACH STUD IN STUD Z >( 1/8" WASHER "1/16" 055 OVER 2x4 SPF STU05 ' 1 SECOND AND THIRD FLOOR 5HEARWALLS CROUP TO BOTTOM !41 TO STUD s 16" O.C. FASTEN 058 W/Bd DOUBLE STUD TO BEAM OR PLATE WITH TPP4 IN ADDITION 6" O.G. ON EDGES, 12" O.C. IN FIELD. N 1� SW' DOUBLE STUD BELOW WK12)8d TYPICAL BOTTOM ANCHORAGE 2x4 SPF 5TUD5 AT 16" OZ. nl MIN 2x4 (TIP, ALL) SW (2)RTPGA836 W/(24A0d 02 PT 'YF' 50 PLATE U NOTES: � ,,, ((� ' I. 5/16" HARDI-PANEL 15 PERMITTED AS 5UI55TITUTION FOR l/l6" 056 y' W J) ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN. I/2" ANCHOR BOLT OR lU1=DOE LU 2. OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE CONCRETE FOOTING (SEE Fr+UNDATION ANCHOR (MIN 6" EMBED)WGE �RAMIIWBg LAN PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW x I/8" WASHER AT 48" O.G. W I A r 3. SGP3 SPECIFIED FOR SWi MAY BE W55TITUTED WITH FTP26 W/24-16d. FOOTING (SEE TYPICAL 4. 1/2" ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" 2x4 NO2 SYP PT BOTTOM PLATE 2x4 N0.2 SYP PT BOTTOM PLATE Z WALL SECTION) OLD DO DRILLED AND EPDXIED ALL-THREAD NOTE. 1/2" ,ANCHOR BOLT MAY BE SUBSTITUTED BOTTOM PLATE TO STUD W/TPP4 BOTTOM PLATE TO STUD W/TPP4 0 �, PER TABLE 5. ANCHOR BOLTS AND ALL-THREAD 'MIN. 6" EMBEDMENT DEPTH WITH 1/2" DRILLED AND EPDXIED ALL- W/(10)04d ON EERY OTHER STUD 1/2" ANCHOR BOLT (MIN (2" EMBED)W/ 2" SQ x W/00)Bd ON EVERY OTHER STUD THREAD. 1/8" WASHER a 48" O.G. OR FAS3 W/ (6A d m 11 24" O.G. U Lel )/299- 00 0�24"AM TApFINISH 4" r 4POINT-LC)AD3dwg GRADE 8"MIN "� + ' q : •a "' �+ . SHEARWA L 455EMOLY DETAIL \ 7z M1 \ 6x6 - WI.4xW1.4 UAI F \ 4." WATERPROOF BARRRIER >) r, o X FOOTING TO BEAR ON NO2 SYP 2x4 NAILER FIRM UNDISTURBED SOIL 0 -1/16" OSE3 FASTEN TO TRUSS FASTENED 055 TO FRAMING NOT 5:MA60NR1' STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL (L DIAPHRAGM. FASTEN BOTTOM CHORD WITH 3" O.C. ON EDGE, 6" O.C. 2x4 SYP OUTRIPcsER SCHEDULED BOTTOM PLATE ANCHOR (FA53, ANCHOR BOLT,OR WEDGE ANCHOR) TO TOP PLATE W/(2) (2) ROWS 10d IN FIELD WITH rad AT 24" ON CENTER WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENING5 IN BEARING, � ROWS 10d 4" O.C. AT 4" O.G. (TYP) CLIP TO GABLE TOP WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONS AND BLOCK SHEETING CHORD WITH SEMCO FOOTINGS. r N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD EDGES WITHIN 4' HCPLL W � /(8d. I/2" DIA. ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" DIA ALL-THREAD DRILLED Q l/16" 0513 OF GABLL TRI.155 AND EPDXIED Z tf) - TYFICAL_WAL_I_ SECTION u1 BLOCK BETWEEN v # a✓ 3° OUTLOOKERS [Q 0-0 C FASTEN pIAPNRAGM TO 2x4 GABLE TOP "4 m 4V'-12" BEND TOP, a -00 0 Y' p NAILER WITH (1) ROW IDd GWORD 9" BEND BOTTOM 4" W �,v o o m L o 0 FASTEN TOP PLATES TO B CMU (TYP) uI p �!''a AT 4 DiC. (TYP BOTH NAILER$) 6x6-WIA x WIA U><L� Z ° vim.- E EACH OTHER WITH 2 ROWS L-BRAG£ oN c a� a s o-- 0 OF (4)10d BETWEEN GABLE VERTS A5 —1 -:+. =r —a . 5 1/2" u 0 ° T u =s v 5E-IEET ROCK (TYP1 EACH STUD. ______ !--s � .• 4" v � � SPECIFIED 137 tR,U55 4" '� • • W �� o �� �'�� E � MANUFACTURER L \ \ \\\ '� �� /� /� /, / a 8 non c `2•v v a �� h 6x6WIA < WI.4WWF \ �\ \ i\ � Q cu� �u '00 bill WATERPROOF BARRIE g" g" 4' -0 o u w; o v._ c 7/16" 0513 ATTACHE=D TO 2x4 STUDS o S ili ° o �� o'C AT 16" D.G. FASTEN WITH MIN ad 0 U 0 v 4 0 0 0 � w ABLE TRUSS FINISH a>r CURB STEP SECTION 4 ° - C a F V " c ° AT 3 O.C. ON EDGE, I2 o C. IN FIELD. ` 10 >1 E ? c �u o CONCRETE FOOTING 0 o° N u� CLIP END \ ' FTG DINMENSIONS TO BE 12" DEEP c r *�' o �' c o ALTERNATE INTERIOR SNEARWALL ERAi"iINC OF LATERAL (2A'S OR (3)04 CONTINUOUS - x24" WIDE W/(311'x, IN 3 �T'_ U o �»'-°'- NAILING NOT REQUIRED HEADER DEPTH AND NUMBER — - BRACE TO STORY SEGTIONa 0 u y y `o Y � c w c_q ON NARROW FACE OF PLIES PER FRAMING PLAN GABLE BOT L a o u a NOTE. TNIa INTERIOR SNEARWALL DETAIL 15 INTENDED FOR USE IN AREAS WF 11=81= (� v ° ° x c, o E� 9 o OF SEAMS HEADER MATERIAL NO2 87P (UNO) CHORD WITH 6" OPT. EXTEN51ON I _8��\ i ,� r b �!, TWE SHEARWAL,L RUNS PARALLEL TO THE TRU55E5. TH15 15 A PREFERRED FOOTING TO BEAR ON ~ ° o ~ c u w (2) 5EMC0 IN BRICK LOCATIONS ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. HGPL.I_ W/(a) ON FND PLAN FIRM UNDISTURBED SOIL O � u, .s;;�O Vi ° E a CMU 5TEMWALL SECTION 2 ST - 2 SHEET NO.: RTPG4536T W/(24)10d GABLE 150TLj FROM BEAM TO COLUMN 2x4x8' 5YP LATERAL STRAP GABLE TRUSS CHORD Structural BRACE r 46". (2)16d TO STUD WALL- WITH - r, THROUGH BRACE INTO RTF'GA512 WITH (8) (2)"4 CONTINUOUS 0 Details EACH TRUSS BOT CHORD 10d AT 48" O.C. Z >- MoD ND.; B E 12 010 0 ' ., i. (2104 CONTINUOUS FLAN VIEW AT CORNE2 GABLE END BRACING pETAIL \ •\ •\ �\ \ ,\ • O BUILDER: 1. WATERPROOF BARRIER 6x6-WIA x WIA WWF BestCOn TRU5S TO TOP PLATE: HDPTI W/(8)8d. - �~ . 4' W XG I : JACKS 1' LCNG AND 8" I'-4" 8" �� r, /. '. 8" 6x6 w1.a x w1.a ua1,>~ .�� ,\r�i.\ .\ LOT NO.: 1, 3 SHORTER MAY BE FASTENED TO TOP PLATE WATERPROOF BARRIER-// 8" 112" 4" X W/(3)10d TOE NAILS. W TRU55 TO HEADER WITH HDPTI W/(I0)$d. TPP4/6 W/(10�d AT 32" O.C. BEARING WALL FOOTING SECTION 3 L SUBDIVISION: Paradise EXCEPTION. JACKS 7' LONG AND — BEARING CURB STEP SECTION ro X SHORTER MAY 6E FASTENED TO HEADER TPP4/6 W/(10)8d GARAGE DOOR HEADER (SIZE PER CALLOUT _ ZWITH ONLY (3)l0d TOE NAILS. TOP PLATE TO STUD ON FOUNDATION AND FRAMING PLAN) — FLOOR PIAN: 16 3 4 B TIP 4 PLACES) HEADER DEPTH AND NUMBER OF PLIES PER FOUNDATION AND FRAMING PLAN. HEADER MAT'L NO2 SYP MWO) 3 KING STUDS EACH TRUSS TO TOP PLATE WITH HDPTI W/ D BEAM TO COLUMN, SIDE~ WHEN USING TPP4 W/(l0>$d DESIGNED: DLM RTPGA836T W/ (24)10d 2x6 FRAMING, 4 KING NOTES: TOP PLATE = NO2 5YP a 24" D.G. (MIN 2 (S)ed. EXCEPTION: JACKS "I LONG AND Ld STUDS EACH SIDE WHEN BOT PLATE PT NO. 2 5YP PER HEADER) SHORTER MAY BE FASTENED TO TOP PLATE (2)RTPGA824 W/(24)IOd USING 2x4 FRAMING. gTU[>Q, _ 5PF WITH ONLY (3)10d 70E NAILS. 0 REVIEWED: MON) FOOTING SHOWN MAY WV C FROM BEAM TO COLUMN- CONCRETE NOTES (1) EACH SIDE OF FASTEN ADJACENT 6E f'E:PLAG£D WITH STEMWALL COLUMN STUDS W/(2) ROWS 5ECTION 2. 1. Concrete compressive strength for footings= 2,500 � REVISIONS DATE 10d COMMON NAILS A 5EMG0 RTPGA624 WITHZ 8" O.C. STAGGERED. (24)10d: 12 IN STUD, NO SYP HEAD R 51ZE AND N BE pat at 28 days (UNO). OF PLIES PER FRAMING PLAN 2. Concrete compressive strength For slab . 2,500 psi N II IN HEADER (TYP 2O GALLOUTS. at 28 days (UNO). EACH END OF HEADER) CRIPPLES AND 3.All refnrorcing steel 03 and bigger shall be ASTM FASTEN 1/16" OSB TO EXTERIOR OF RETURNSKING STUD. QUANTITY CRIPPLES AND A615 Breda 40 deformed bars (UNO). � PER CALLOUT ON KING STUD.QUANTITY 4. All reinforcing steel shall have 50 degree bend at u AND ABOVE DOOR FRAMING PL,giy PER CALLOUT ON corners with a 25" lap. PT NO2 SYP 4x4 P05T W/8d AT 3" O.C. ON (6)16d BETWEEN PRAMINCs PLAN• 5.Ftbarmeah is en acceptable alternative and shall not u (UNO ON FOUNDATION AND EDGE, 12" O.C. IN FIELD. (6A6d BETWEFN FRAMING PLAN) ADJACENT CRIPPLES ADJACENT CRIPPLES require HLF. ASCE 7-98, 120 MPH WIND 2 CRIPPLES AND KINGS ALL CRIPPLES TO AND K1N� 6.Masonry atemwall end monolithic fovting are � EACH SIDE HEADER interchangeable. PT NO2 SYP 4x4 POST RTPGA516 W/(6A6d 1. Earth r9 I supporting slabs on grade shall be fres } (UNO ON FOUNDATION AND IN HEADER, (8)lbd of organic matorial and cohesive Bolls. Compact the FRAMING PLAN) IN CRIPPLE. NOTE' PROPERLY RATED OPEN fill In 2" lifts to at least 135% of Modified Proctor MAY TRUSS HEApER7 BE SI.IP..°TITUTED U Maximum Dry Density. -A 0 FOR HEADER 5pECIFIED 8. Stemwalls over 4 courses tall require special PUP521:7 (TIP 4 PLACES) IN THESE FLANS, attention to bracing during construction. Contact Z (l4)10d WHEN RETURN SINGLE SHEET ALL CRIPPLES TO engineer of record if this condition exists. U 1 POST TO SLAB CONNECTION POST TO SLAB CONNECTION BOTTOM PLATE % To control cracking In the slab, cut i" deep saw W WITH A13P44 W/(l2)16d OR WITH ,ABP44 W/02A6d OR (24A66 WHEN RETURN IS DOUBLE SHEETED W/TPP4 W/!10)Bd tPP4 WITH(10)5d cuts In a 10' x 10' grid throughout the slab within 12 1 SOPS W/(14)10d. 50P3 W/(14)10d. INSTALLED At TOP AND hours of concrete placement. X GARAGE SLAB 50TTOM 0"KINCsS STUDS 10. Do not scale footing dimensions and locations W FINISH FINISH 15 ACCEPTABLE ALTERNATE from the Foundation Plan. Do not determine Footing (L GRADE GRADE To HARDWARE ON CRIPPLES. location From architectural plans or Framing Plan. If Q footing size or location is not determinates from use 904 241 -5200 :� _•' ,� �\ \ \\/�\\j�\\ ,, — — — — e9147,\\ �j \�, of Faundatlon Plan alone, contact the engineer of 4 e r /i �� /i record, e C� 4 FRAMING FII FOOTING (PLANBEE FFOR SIZE) N AND j \`j\\i\\ "�� FOOTING ( E TYPICAL TYPICAL PORCH P05T AND BEAM FRAMING DETAIL WALL SE=CTION) Ate° 19/ FRONT ENTRY GARAGE Q00S OPENING ETA) �CIRI TYPICAL HEADER FRAMING DETAIL 0 Mn Xl n-*Ap"7tabnnlop 14/13/00 3157 pY Ap—Sr-litC�& LATERAL RE51STANGE TO THE DESIGN WINp WA5 ANALYZED USING THE ENTIF:E SHELL OF THE HOUSE SCRAPVAULTEDTOPPLAT4 TO STRAP VAULTEDCORNIER LU/ PLATE AS MAIN WIND FORCE RESISTING ELEMENTS. THE N TO CORNER STUD W/RTPGA814 TO CORNER STUD W/RTPGA824 W/(z4)IOdCOMMON W/(24)10dGGMMaN TT-PICAL WALL SECTION SHOWN ON DETAILS SHEET H45 cv (2)2x10-1/2 Ap'E.QUATE STRENGTH TO RESIST THE IMPOSED WIND LO,. D5 IN ALL 15EGMENT5 EXCEPT WHERE INDICATED --� (2)2x10-v2 (2)2x10-1/2 C2)2x10-I/2 (2)2xlm-I/2 (2)2xlm-1/2 �—p � 5�r" ,4 SHE,4Rl.UALL C,4LLoUT. _. LH cam, (2)2xlm-1/2 -� (2)2x10-1/1 (2)2x10-1/2 C� (2x10-1/2 r01 )2 �) <1 01 (2)2xlm-1/2 �L57uo/T7— T20 P VAULTED TOP PLATE © - �'- STRAP VAULTED TOP PLATE T 19 T2 �+ TO CORNER STUD TOP PLATE (1)1x6 CORNER STUD W/RTPGA824 W/C24) tOd COMON ) 10d COMON r<1 3 z Lu (2)2x10-1/2 m C�; 0 w (2)2x12-2/3 C1)2x6 } z 0 (2)2x10-1/2 U � (2)2x6 rznxlm-I/2 (2)2x10-1/2 Cj) o � T19 3cn a ou cu O C N cn C � � u z i; d) ; c 3._O tI) N ,c C O `0 0 � O° v E � Zma oovi .coo No a m cu a I.0 O d O N y cu w C ` First Floor Framing Flan W >1� � � w � ° 1;'o-e z ° X v oC °' � a OC z 00 y y U d VI 0 41 W uc OC aeric o � U L <1 � _ [ O•�ViO U 231-2" lY v - a ° c m O O E C O C C .t. ° iV C L' 0 •�T.—U O O O.� m v y C O Y C N G.� .L R� v U N °U _o °� - - - - - - - - - - - - - - - - ,--. ,--. - - - - — .--•- •--_- - - - - "—' - - - - - - - - W CL ST- I I NOTES: I. FOR STRUCTURAL DETAILS, BEE I I I I I APEX TECHNOLOGY DETAIL SHEET5 O SHEET NO.: S T — I I I I I I I 2.IF HEADER NOT SPECIFIED, u I I 3 I 3 2 I CONTACT ENGINEER OF RECORD Structural 2 I I ST- I I ST - 5T-2 I I 3. ® INTERIOR BEARING WALL � Plans I 5T I I I I I I 4. 12' PLATE HEIGHT FRAMED WITH 2x6 ° aoB ?lo.: BE 12 010 0 SPF STUDS * I6 OC (UNO) I I i i i i I I 5• W PLATE HEIGHT FRAMED WITH 2x4 SPF STUDS s 12" OC (UNO) U I I I z BUILDER: B e y tC O Zl STRUCTURAL KEYNOTES: IT - - - - - _.. .—. - - - - - - _._ — � I - - - - _ — _.... - - - - - I I — — — — — — - F— S"xS" [DEEP THICKENED EDGE � WT NO.: 13 I I 2 3 I I A W/(1)04 CONT e ST- I I I sT- I I I IO 12" DEEP FT5 W/"4 a 12" = SUBDIVISION: Paradise I I I I I A EW UNDER Box COLUMN u Cove I I I I I I 16"Sax 12" DEEP ATG W/ X w FLOOR PLAN: 14 2 8A I I I I 2 I I 2 I I :o 0TRUSS To HEADER, laG q RTPGA824T W/(20/1Od X DESIGNED: DLM I 4 I I I �� I'���rai1��G TRUSS TO HEADER wndr®�lh� ,� I I I I I I Z I I Q (2)RTPGA824T W/04)10cl UNDER POOR I I I I gT_2 LQ REVIEVED: W v c — TRUSS TO HEADER (� 2 I i i I Q (2)RTPGA624T W/(22)I0c! REVOONS DATE ST- I I 24"SQX20" DEEP FTG W/ Q G (3)*4 EW A,PIP R o v E D W I I I I -- — — — 3m"Scaxzm" DEEP FrG W/ CI'C� 0� ATLANTICI�C BEAM 2 I I I I 2 e I y e (4/"4 EW z l--• - - - - - - - - - - - - - - J — � - - - - - _ � � — I 36"6QX20" DEEP FTG W/ — — — — (4/"4 EW ASCE 7-98 120 MPH WIND 481150x24" DEEP FTG W/ V A (5)04 EW, Top AI/2" ALL-THREAD DRILLED K 4 EPDXIED W/2" SQUARE — WA8HER MIN. 6" EMBEDMENT REQUIRED * EACH END OF OPENING , O z z � � U LEGEND Lu904 41 -5200 (2/2x6-1/2 - HEADER/BEAM CALL-OUT NUMBER OF KING STUDS EACH BIDE OF OPENING Foundation P I a n NUMBER OF JACK STUDS EACH SIDE OF OPENING 0- SIZE OF HEADER MATERIAL (NO. 2 SYP) NUMBER OF PLIES IN HEADER 0 - SPECIAL UPLIFT CONNECTION CALL.-OUT. SEE DETAIL �J CORRESPONDING TO NUMBER. SW" - 5WEARWALL 5E5MENT - PROVISIONS OF SHEARWALL ASSEMBLY DETAIL GOVEW D=xw.f.,Apa T—hnalnq 12/18/00 lzm PN Pcia.a-g