6603 HIGHLAND DR 2016 Plans 2022-11-30

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IN PLANS) r — — — — T — (—_ —f_ � — �-- �— J C7 � z N �� `— T � � � T I^ � T— �cn I � 1'-4" � Z � � I � � � � � � � � � � � � I I � W > J � � I I � 1 IN AT CaF�ENINC 2 TYPICAL ST�M V11ALL W/ SLAB 3 INTERIO� SPREAD FQOTING ,� � � z ° o � � i i P E R I M E T E R F'Q O T G SCALE: 3%4" = 1'-0" e SCALE: 3/4" = 1'-0" W O � Z N � � I � � � � � � C � I �7 5 S�A L E. 3/4 1 0 S'S �J r��w � � � f � � i � � I I I � I i i I �� I I I � Q ¢ I 6-8-16 f ' I ' � � � � � 4'-0" MAX. ��, IVIfCA� 6 I � I \ � I I I I I I I UNBALANCEQ ,.�� ° �y'`�cT d S5 � I I BACKFILL �, - o��' � !� � � I � I I � � I I � �— � � � � � SHEAR WALL � � � I - - - I , -- SHEA7HING W/6d @ 6 O.C. � � � PER PLAN �X BASE PLATE �/6'APA 24/6 RATED QSB �d 3s��9 � wc�'`� � � I N/�I L I N G P E R S H E A R 7 ROOF SHEATHING EDG� RFcsz�aR� . I � � P.T. 2x_MUD SILL PLAT�W/ ` LL SCHEDULE ls'A P A 2 4/6 R A T E D O S B �� C�� � W/a ) SHEATHING W/6d @ 6" O.C. N A I L I N G P E R N O T E S �'S � I ( � � I I I I I I � 1 , � OVER SHEAtHED TRUSS EDGE/ 12 O.C. FIELQ I�NAL� � \ � I / QJ A.B. MIN. 7 EI�I�ED W/3 x 3 x/4' EDG�& 1 2 O.C. F I E L D N A I L I N G N A I L I N G (U.N.O. I N N O T E S) I � I I / I I I I I I I_ I I I � THICK WASH�R AT 48" O.C. & 12" � � FROM END QF EACH MEMBER. (U.N.O. IN NOTES) I I � I (U.N.O. IN SHEAI�1lVALL SCHEDULE I ( / \ I I ) PI.YWD SHEATHINGTG UED $d @ 6 o C��. I I - - R I M J O I S T $H E A R F L O W N A I L I N G I N T O B L O C K I � I � �� I \ I I I I I I � OR SIMPSON CLIP AS SPECIFIED & N�I L E D T O F L O O R J O I S T S U.N.O. IN SCH�QULE I / G RDER I�SS �x10 DF�2 � I IN SH�AR WALL SCHEDULE ROOF TRUSS PER I _ _ _ _ I I FRAMING PLAN I /� � �SW1 � �W1 ---- � x10bF#2 — - - � - - -- -� � (1)#4TOPBAR 4 _ _ _ fl SW1--- SW1 � —T— Z MANUF. GABLE ' H1 CLIP AT EACH TRUSS � — --�- — — — — — — — — '— � _ _ _ I VE�NT 10300 SQ FT ` � ` � � , � - T� DBL TOP PLATE/HEADER �ND TRUSS 50/0-60/o AT EAVES � 4V� TICAL cfl QR BEAM CONNECTION I � 40%-50%WITHIN 3 FT OF RIDGE � z BAR AT 48°O.C. Q a. FLOQR JOIST -' � 4x10 DF#2 , i.�i. � MAX. SPAGI�IG C�W P CE GRADE QVERHANG --SW1 -- SW1 `t co a a /,, i. /� '< /�i PER PLAN _ DBL TOP PLATE ' � ` OR HEADER �-- - - - - - �- - - - - - - � � � O , ROOF FRAMING � a . DBL TOP MEMBERS PER 2x_STUDS PLATE ROOF PLAN � 4° PERFORATED (2) CONT. #4 BARS SHEAR WALL @ 16"O.C. SH�AR WALL _ ROO F F R�M 1 IV G P LAN / 11 P P E R FOOTING DRAIN AT BOTTOM OF FTG PER PI-AN PER PLAN ' �HE/�RWALL PLAN suRRouNowi�RavE� EQ. a�� EQ. 2x STUDS SCALE: 1/4" = 1'-0" 1'-4° . @ 16" O.C. ' � TYPICAL STEfuI WALL W/ FL�OR 5 TRlJ�S TO SIH�AR 1IilALL � GA�LE �ND TI�USS T� SHEAR WA,�.L . . � �c SCALE: 3/4"= 1'-0" L+c SCALE: 3/f�" = 1'-0" c� SCALE: 3!4" = 1"ra° v �7 d �7 END OF SHEAR END OF SHEAR WALL PER PLAN WALL RER PLAN HANDRAIL PER R�11.7 S��/� HOLD DOWN C�W 1 � V V �STHD_STRAP DESIGNATION PER PLAN DESIGNATION RER PLAN � SHEATHING PER SHEATHING PER N SCHEDULE AS ��WN OIV PLAN� SCHEDULE 3/4"T&G APA 24/6 RATED PLYWD SHEATHING z DBL TOP 3/4"x 1-1/4" DBL J015T OR G�.UED & NAIL.ED � PLATE DOUBLE STUD OR 4x_ BEAM PER PLAN 70 FLOOR JOISTS 'J MEMBER. STITCH pOUBLE ATTACH TO POS7 W/ NOSING STUDS ACCORDING TO SUPPLIED WOOD SCREWS STRUCTURAL NOTES pER SIMPSO�V SPECS. %2" CDX PLYWD (1) 2x�STUD END NAIL TO a RISERS � HEADER , HEADER (5) 16d NAILS MIN. HDU_, PHD_AND HDQ_TYPE HOLD DQWN ' PER PLAN ' SECURED TO 4x_DF#2 MEMBERPER m 10" MIN �( SIMPSON �PECIFICATIONS RUN '`� , STHD TYPE HO,Lp DOWN INSTALLED OVER � SIfV�PSON JOIST HANGER DOUBLE STUD.PER SIMPSON x RER PLAN WHEF2E JOISTS SPECIFICATIONS. USE"STHDRJ" FOR �¢ � AR� PERP.TO STAIR BEAM RAISED FLOOR APPLICATIONS r � � , SIMPSON A35 CLIP EACH ANCHOR BOLT OR ALL THREAb ANCHOR OD %a" CDX SIDE OF EACH STAIR � PLYWD S�RINGER AT EACH STAIR PER HOLD DOWN SCHEDULE.CONSULT SI�/1P. _ TREADS LANDING BEAM CATALOG FOR PROPER O�tIENTATION QF , (3) 2x12 STRINGERS ANCHOR BOLT U.N.O. IN FRAMING PLANS ' SILL PLATE SILL PLATE - � RO�F FRAMING CONC. FOUNDAT�ON CONG. FOUNDATION PLAN, DETAILS a , a FIRE BLQCKING AT TOR, BOTTOM (1) 2x_STUD FOR OPENINGS -- ^�- '-a.. " -'- &AT MID SPAN.ADDITIONAL FIRE � LESS THAN 6'-0"AND(2)2x_ a ° � a . BLOCKI(yG ABOVE WALLS IN STUDS FOR OPENINGS ° � LOCATE(1)#4 LONG. BAR ABOVE -� 4 CONTACT W/STRINGERS GREATER THAN 6'-0" UNLESS EMBEDDED RORTION OF STRAP/ANCHQ,R a REVISIQN: 0 NOTED OTHERWISE IN PLANS _ DATE: 6-8-16 DRAWN BY: TJM 1 1/2" MIN. EDGE 5" MIN. EpGE DISTANCE DISTAf�C� , SCAL�: AS NOTED �LEVATIONS . PROJECT NO: W4226 7 TYPIC�L HEADER G�LUMN �► `TY�ICAL M�OLD DOWN 9 TYPICAL INT�RIOR STAIRS - SHEET NO: c e SCALE: 3/4° r 1'-0° �+� SCALE: 3/4"= 1'-0" L+n SCALE: 3/4 - 1-0 �� ti7�7 �7 �7 7