Laserfiche WebLink
�V ., ' . . . . � . . <br /> SHEATMINC AND NAILING • <br /> � <br /> EXISTING 2x STUDu� R�:�'FtOFIT SF1�AR WALL , PER STRUCTURAL NOT�S � � <br /> 16" O.C. (FIELD VERIf�Y) SFiEAThiING NAILED PER o <br /> 8d NAIL.ING`f0 2x4 SOLID�LKING �AS�PLAT�AN�EDGE NAILING P�R <br /> Sai�AR WALL SCHEDULE. CONT. RIM @ BI.00KING (MAT'CH IN BAY OF KICKER SHEAR WALL SCHEDULE W <br /> ROOF 5HEATHING AND EN� ONLY � <br /> V�:RIFY�XISI"ING FRAMING @ CORNERS MIN.(4) TO EDGE NAILING) <br /> �E��o.C. NAILING PER STRUCT'URAL OUTL.00K BAYS (2)16d TO <br /> NOTES 8d @ (4) 16d KICKER �LOCKING ��M JOIST SI�EAR FLOW NAILING OR � <br /> HDUS HOLD DOWN W/5/8'� r.�,_ TO BLOCKING (���C� a <br /> G36 F1554 ALL THREAD �-- T 4"O.C. SIMPSON LTP5 AS SP�C. IN SH�AR <br /> �: <br /> j �ACH �ND) WALL SCFiEDULE(SH�AR WALL � <br /> ANCHOR TO H�U5 ALIGNE� ) ' <br /> MIN (2)2x STUDS `� ADJACENT PONY DESICNA710N PER WALL BELOW v <br /> IN PONY WALL BELC7W � <br /> AT HQLDOWN �; WALL STUDS � • f / VE�RIFY EXISTING RIM o <br /> ► � S9!MP"LTPS"CLIPS a�,,7 11"O.C. `�; 1� . <br /> PER 2x4 @ H1 CLIP JOIST <br /> �RETROFI`f SHE�,R WALLS I I 8d 4"O.C. ARCH� <br /> � (34} 16d SINKERS • °e 24"O.C. 2x4 BLOCKING EXISTING WALL STUDS PER w <br /> IN�'O DBL.57UD I;.� PER PLANS Qs PLAN�(STUDS S�AD VERIFYt a <br /> A34 CLIP EACH O.C. MAX F ) <br /> �; MST60 STRAP DF SOLID BLOCKING 2x4 KICKERS ' ���M/ � OUTLOOK � <br /> I�� C�NTER�N STUDS NAIL�D TO BEAM ROOF RAFTER PER � N RETROFIT SHEAR WALL � <br /> R�cTROFIT PONY WALL I ; @ 48 O.C.� SHEATHING I�EtZ SHEAR WAL.L > <br /> S�iEATHIN� NAILED PER WATERPROOF � FRAMING PLRN (SEE W <br /> S�1E,AR W�LL SCHEDULE. BELOW G,RADE ��� 2x BLOCKING PER ARCH SHEETS FOR (2)8d KICKER PLANS(MAY BE SHEATHED FROM � <br /> 3<' ARCH DETAILS TO BLOCKING THE INT�RIOR)MATCH SHEAR <br /> DOUBLE JOIST @ END t�� VE:RIFY�JCISTING FRAMING @ � ,�. CEILING JOIS`�S AND WA�L CA�L OUT OF WALL ABOVE <br /> RETROFIT SHEAR WALL� ���p C �, F SO�FITS) <br /> (RETROFIT OR ADD AS a ° ��- � �. EXISTING PT 2x SILL PLATE � <br /> REQUIRE�) ° 4 . 4 '� . Q Q 6"CONC � . <br /> (4) 16d T't� FIELD VERIFY.ADD BLOCKWG + <br /> Q. � d . ; ��.00KING <br /> I M,>T60 GALVANIZED STRAP ALIGNED .Q' Q , �3 , ° ° STEMWALL AS REQUIRED 3 n ., �`' <br /> or , ° � a <br /> °':� (TYPICAL� 1 /a MIN � � <br /> � WJ DBL STUD HDU5 IS ATfACHED 70. � ���� �N�� � <br /> � a � Q a 4. �• . .a. n u � n u �'��"� : i���`'' , <br /> P�ACE STRAP SO THE TOP BOLT IS 6 d d . � � ��, a a � . � a 4 SIMP LRU28� ' %Z'f� F1554 G36 ALL THREAD ' �Y � <br /> � If��CHES MIN FROM THE TOP OF THE a E�: = . z ` SL�PABLE ANCkiORS SPACED P�R SN�AR I `fYPICAL/4 THICK x 3 � � � � <br /> Q, c o � a H A N G�R S A 3 4 O R H 1 C L I P 2x4 BLOCKING FIRST WALL SChiEDULE. INSTALL W/SIMP � S(�iJARE FOUNDATION �''' � <br /> �,: <br /> � � d C{)NCRETE WALL. fNSTALL(3)TOTAL (3)%2'td GALVA IZ�D ALL�HREAD ; a �•. a � .V �. � Q. FROM BLOCKING_/ 7RUSS BAY ONLY S I L L P L A 7 E W A S k i E R • <br /> "AT'-XP"EPDXY. DRILL AN�PREP <br /> %2`QS G36 F1554 BOLTS EMBED 3%2'W/ ANCHOR RODS E�t1BED MIN:3%2"V�l � m °� u. 0 4 BEAM PER TO DBL TOP HOLE PER SIMPSON'S ° � <br /> L - Y� O �XISfiING CONC <br /> Z `- SiMP°AT-XP"EPDXY. NAIL STRAP TO SIMPSON AT-XP Ef�A�`(P�R� "�a : � PLANS BEAM PER ROOF FRAIVIING SPECIFICATIONS. EMBED BOLTS FOUNDATION <br /> � � a D�3L STUD Wi MIN (34) 16d COMMON NIANUFACTURER' aSPE�'CIFICA?TIONSa , d Q � �- a P�TE PLANS MEMBERS PER INTO EXISTING CONCRETE � ` � � � <br /> � _a a a � „ —(CONTRACTOR TO � � <br /> N��ILS. PAINT STRAP W/EXTERIOR . �° , � d a4 . SIMP POST CAPS ROOF PLAN FOUNDATION MINIMUM 5 . o ° a � o <br /> S't"EEL PAINT AFTER INSTALLATlON a ° a a � �. . a . Q PER PLANS � m VERIFY DIMENSIONS v, � <br /> � (�EE D�TAIL 2/S5 FOR ELEVATION) . � � � . . . � a PER REMODEL NOTES) <br /> ° � u- P O S T P E R P L A N S W � '� � <br /> O 4 .Q p 6 <br /> �'r� Q 3�2'�:MBED <br /> a, _ MIN. �OLT�DGE DISTANCE • � '6� <br /> � ' � AT CORN�RS IS 3° � <br /> EXISTING 6°THICK CONCRETE � <br /> � '� <br /> FOUNDATION WALI� � � ? � <br /> 1 RETR�F11' SHEAR WAlLL H�LDDOWN z IVIST60 �ET'�t,FIT HO�DOWN 3 F�►FT'ER �'O �EAM � _ GA�LE END TRUSS TO BEAN1 5 RET'R�FIT �HEA� WALL FOUND. �+ � ��, . <br /> S� SCALE: 3/4"= 1'-0" c C SCALE:3/4"= 1'-0° �C SCALE:3/4"= 1'-0" �+g SCAL�: 3/4"=1'-0" �+C SCAL�.3/4 -1 -0 � �'? � <br /> �7 iJ <br /> �i �7d �7J � <br /> M <br /> 07/27/16 . <br /> 8d @ 4"�).C. 2x SLEEPER PLATE S��OTt�ER D��'AII.S FOR WALL ' <br /> SCREWED INTO REINFORCEMENT $' I`j <br /> o� �g��� P�. <br /> - EXISTING FRAMING � y '� '� �gy, <br /> W/(2)�/a"f�SDS I w <br /> .�. <br /> SGREWS <br /> A35 CLIP ``� <br /> I � �XTEND HO IZONTAL 4��' <br /> NEW RAFTERS PER ARS TO E G�(2"CLR TYPICAL FOC)TING <br /> PLANS ND HOC)K OWNWAR S FZEINFORCEMENT PER p�r�,Et1 <br /> O BOTTO (TYP) OTHER DETAILS <br /> Zx BLOCKING. NAIL <br /> 8d @ 4"O.C.7YP 2" LR. , <br /> :-•-- SIMP"H1°CLIP �.. d . ,. � <br /> 2x PONY WALL @ TOP OF FOOTING ' ° . � a a °' � <br /> Q' a � <br /> 16"O.C. SHEATHED a :� 4 . I, . ° � <br /> PER"SW1" ' � � <br /> ALIGNED OVER � � ° Robert Reed <br /> Wl�LL(SIM� �. g a MATCH FOOTING BOTTOM , <br /> GABLE ENDS) � Q. REINFORCEMENT AND LAP <br /> HORIZONTAL GRA�E a a SPLICE 2 0 A R C H I 1� E C �T <br /> 2x6 BASE PLATE gEqM REINFORCEMEN7 � a <br /> SCREWED TO - � ° � ` <br /> - EXISTING FRAMING PER OTHER DETAILS � a 3p < <br /> W/(2)%a"0 x 5"SDS a� 'a.. R. <br /> � � SCREWS <br /> � <br /> .�\ a <br /> ,� <br /> � <br /> ��� , . . . Q . i3 . 'd <br /> �\ \\� � . a ° a . ad � . n 4309 OIy�11pIC�OUI@V�fd <br /> �` �`�, EXISTING wDR TO °° a � o. . z Everett,Weshington 98203 <br /> Q 'd. <br /> ` ��` BE FIELD VERIFIED �.— ° � ° 4 <br /> � � <br /> -----`�\----�-1---' 1 <br /> �� i� � p 425.349.7016 <br /> __'______i__��_J <br /> ------------u e rob�rt@�rreedarchlkect.com �� <br /> w www.rreedarchitect,com <br /> EXISTING FRAMING 2'-0"TYPICAL 1'-0" 2'-0"TYPICAL ' <br /> TO REMAIN LAP SPLICE MIN. LAP SPLICE <br /> 6 PORCH OC)F TO E�1�►T0(�� 7 TYPICAL FO�1'ING S°T'EP <br /> SC SCALE: 3/4"= 1'-0" @� SGALE: 3/4"= 1'-0" <br /> �� �7 <br /> � <br /> � � ('7 <br /> Z > o <br /> W � � . <br /> � � � <br /> C/� Q <br /> W � � <br /> � O <br /> z � �= <br /> O <C W <br /> m � � � <br /> O N � . <br /> UNl�1 <br /> Q <br /> � <br /> STRUCTUR/�L <br /> D ETAI LS 3 . <br /> REVISION: - <br /> DATE: 07-27-16 <br /> DESIGNED BY: J�L <br /> CHECKED BY: <br /> SCALE: AS NOTED <br /> PROJECT NO: E1114 <br /> SHEET NO: <br /> S5 <br />