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, o PLAN NOTES: <br /> _ I. RffER i0 AR.GHIiEGTS DRAWINGS FOR ALL,DIMEN510N5 NOT SNOYiJ. '-,�HAPER ENGINEERING,LLC, <br /> ' � THE DIMENSIONS SHOWN,4RE pER T}{E qRC,HITEGiS DRAIYINGS AND Post Offit.e Box 26 <br /> SHALL 3E VERIFIED BY THE CON7RAGTOR PRIOR TO CANSTRUGTION. �,�q,�Mesota 55364 <br /> , 2. THE DE516N SHOYB!IS FOR THE 6RAVITY��-JPPORT FOR A SECONp VOIGE: (163)567-'A35 <br /> - SiORY AppITION OVER THE EXISTIN6 6ARAbE ONLY. A LATERAL <br /> . ANALY515 W�5 NOT BffN PERPORMED ThUS IS�T INLWDED IN SLHAPER <br /> ENGINEERIN6,LLG SGOPE OF VIORK. I hereby certify lhat this plan, <br /> ALL ND'1 AND GARP6E LEVEL EXiHtlqt VERTIGAL WOOD FRAMED speciFkotion,or repart v� <br /> ------------------- SIA2FPGE5 Si1ALL BE SHEAT}gD WITH/w"APA.APPROVED PLYWOOD pr�ad by ms or under my <br /> AND NAILED YV Bd e 6'oc AT PANEL ED6E5(12'oc FIELD). 5iLL PLA?E direct supeMsiai md rt�pt I am <br /> ANGHOR BOLT SPAGIN6 AND 501 F PLATE NAILIN6 SF+ALL F�7 i}g � <br /> MINIFUMS SPEUFIED IN THE 6ENERAL STRUGTURAL NOTES, ���y uce^kd Professbnal <br /> Ergir�eer Mder the laws oF the <br /> 3. hiE FLOOR STRllGTURE HA5 NOT BEEN DESI6NED FOR 6YPGRE i E `�oP Mimesotn <br /> OVERLAY. TOTAL DE516N FLOOR DEAD LOAG IS 2C1 PSF. Prht None: G i er <br /> TF+E R�OF STRUGTURE HA5 NpT gEEN DESIGNED FOR A TILE ROOF. <br /> TOTAL pE51GN RpOF DEAp LOAp IS IS PSF. �9�a� <br /> � 4. THE ROOF DIAPHRAGM SHALL BE�'INDEX 24/Ib APA.RATED Data:2/13/I6 Lkareax 50620 <br /> �� SHEATH!NG. NAIL PER DIAPHRAGM$GHEDULE TYpE DI <br /> VU Bd COMMON NAILS U.N.O..THE ENTIRE ROpF DIAPHRAGM SHALL <br /> � BE SIiEATHED PRIOR 70 GON57RUG71N6 OVERFZAMIN6. NO RCOF I <br /> SI,RFPGE BELOW THE OVERFRAMINb SHALL BE LEFT NJSHEA <br /> ALL OVERFRAMIN6 SHEATHIN6 SNALL BE DIAFliRPGM TYpE DI <br /> YV 8d GOMMON NAILS. <br /> �s aqy ���0/53.1 5. THE FLOOR DIAP4RAGM SiiALL gE�i'Tdb INDEX 40/20 APA. � I <br /> - j RATED SHEATHIN6. NAIL PER DIAPHRAGM SGHEpULE iYpE � � � <br /> ______ YV IOd LOMMON NAILS U.N.O. � <br /> '�� � b. REFER TO II I FOR DOUBLE TOP PLATE SPLILES. ALL SPL;GES � <br /> � � I SHAl.L�NA�UW_E55 0T}ERWISE NOTED. STRAPPED SPLIGES � <br /> EXISTI1k5 BEAM j ; ARE INDIGATED ON THE PLAN Wlhf THEIR SiRAP GALLOUTS. � <br /> ' LL I <br /> � j � � T. PROVIDE FVLL BEARIN6 FOR ALL EfAMS Al�ID p05T5. R1LL BEARING o <br /> � ,�, FOR POSTS SFrALL GOP515T OF SOLID BLOGKING THRdJG1i PLOORS '�15 <br /> �9 � � pRqVIDIN6 A DIREGT LOAD PATH TO CANGRETE FOUNpAT10N BELOW, T <br /> � � � <br /> I � f � � f ' 8. ALL BEAh15 SHALL BE INSTALLED TOP FLUShi WITH THE TOP � <br /> X 'D ' u' m I�n OF JDISTS UNLE55 NOTE7 ON THE PLPN AS'LOYI'OR 9JP5E7', <br /> � <br /> EXISTINEi °+ a:� ,�; LOW BEAMS_iiALL gE 70P FWSH t0 1.4lDER51DE OF,d�I5T5. � ,o <br /> N �x10 JOISTS y ', n �' UPSET BEAMS SHALL BE BOTTOM FLUSii TO INDEK5IDE OF J015T5. � � � <br /> � � � LEGEND: <br /> o � " � � - <br /> n �� � � n RE�RS TO 1iJF£WL SLI�WLE DESI6NATIONS <br /> �` n,x x REFERS TO ALPHABETIGAL SGF�DU_E <br /> � ^ � & DE516NATIONS <br /> w EXISTING b�.l �n � ti--- 9EARIN6 ENp OF,p15T,TRL55 QR RAFTEQ <br /> 2x10 JOISTS �.�� �- GANTILEVERED ENp pF JpIST,TRll55 OR RAFTER <br /> � PANEL EETYIEEN � <br /> � FLCOR TRUSSES ^ � !�UNG END OF J015T,TR1155 OR RAFTER-SEE PLAN <br /> V53.II�� � IH/53.1 9/53.1 <br /> OR REPERENGED DETAIL FOR HANbER SPEGIFIGATION. <br /> i 12/53J � POST OR COLUMN-5�P05T 5GI$�JLE ON iHlS Si'.EET; <br /> ' ��`- -`--,---x----`--�-_'-_ inax� r n REFERS TO PO57 TYPE,x REFERS TO HOLDOYW <br /> � <br /> ---- <br /> `------------------------- --------�------ -- --- - ' UPSET INIOtt45 � � TYPE. xx REFERS TO TOTAL POST LOAD,FOR J <br /> isceo - -- ----' -------- I�ORMATION ONLY. -J <br /> 13/53.1 (2)I�'ixlllb MIGROLLAM LVL I.9E � TIMBER POST LOGATION-CGGURRIN6 BELOW Z <br /> (21 2x12 5PFw2 F�ADER iHE P;.AN LEVEL SFIOPpl. <br /> 10/53.1� � `fl� <br /> _ 8/53.1� �b�p� r�M, � TIMBER P05T LOGATION-CGGURRIN6 P�YF =� �'� <br /> e 24'a THE PLAN LEVEL SiiOVW. W p� <br /> EXISTING NE'rV UPPER FLOOR a <br /> -r o STEEL CALUMN LOGAnON-pGGURRINb BELCW W �z <br /> i F�!E PLAN LEVEL SHOYN. z w �� <br /> ewsnr�vao�e�ir�via��e�ow n+e Purr w � "W <br /> UPPER FLOOR �RAMING PLAN � �� � � �� <br /> �_�-o �� wr ir�icAres secna+cur sff�¢er�cev�rAi�. v � �� <br /> �_-_____., EXISTIN6 IN7ERIOR YYALL TG BE REMOVED <br /> � SOLID GRGIJTED MA50NRY WALL BLOGK GELLS <br /> DIAPHRAGM SGHEDULE'-��3 POST SGHEDULE '-2,3 � <br /> NAILIN6 REGAIIREFffMS W/GOMMON NAILS yy�Np,q��py�qg�E ci�qR o <br /> GLIP SPAGINb GAPAGItt Q <br /> DIAPHRA6M SUPPORiED FIEL�4 �INDIGAiED `��E-PI�-FIR p <br /> MAR'C PANEL TYpE BLpGKEp gqRlpp,RIES PA�L ED6E5 NAILING IN DE7AIL5) �MI� GONNEGTION Ty?IGAL ¢ v <br /> MARK POST GOWgGTION � ;1GE-PINE-FIR DETAIL REFERENGE �p Z <br /> DI � �A A'`PR�VEO GDX � 0.131'9 x 215 0.131'm x 7Sy" 0.131'm x 2�i' GLtP A 2Poc 218 PLF <br /> PLYWOOD,INDEX 24/16 e b'a �6'a •12'a � ����x4�� -- 5p20+ o Q <br /> � (3)2x4 SPFk2 - 7152� o W W'� <br /> � (4l 2x4 SPFp2 -- 8,925a __ � � v� <br /> �a'Ttb APA APPROVEp GOX 0.148'm x 3" 0.148'm z 3° 0.148'm x 3' Ila56d � N p v <br /> � PLYWOOD,INDEX 40/20 � �b'a e b'a e 12'a -- 2�6 PLF � (5J 2x4 SPFKZ - 5 U o Q �� <br /> ��5 � l5)2xb 5PFK2 - 21p38x W w �. O Q <br /> � J <br /> I. APA RATED ORIENTED STRAND 80ARD SFiEATHING MAY 8E SL85TITUTED FOR GC%PL''NI�O� O � L.�L f� <br /> YU1H NO REDIKTION IN 57RENGTH. � N553z�x4 STEEL GOLUMN PER PLAN 27pOpN!H=10'-0' I?i53.1!19/53.1 � � Z �O <br /> 2. PLYWOOD SHALL BE WD UP WITH FAGE 6RAIN PERPENpIGU.AR 70 FRAMIN6 MEMBERS�Ow 9 <br /> - AND END JOINTS SHALL BE STPSGEQED. 1ES 3t' <br /> 3. ALL NAILS SHALL BE LOMMON WITH iHE NOMINAL DIAMET�AND LENbTH SpEGIFiED IN TF�GENERAL STRllGiURAL NOTES,DIVI510N 6. I. VERTIGAL GAPAGItt 80.iED ON 8'-0'STUD LENGTH. MIN. +�+m+ <br /> 4. FIELD NAILING SHALL EE�PGED�b'oc(MAXJ WHERE SUPppRTING MEMBERS ARE SPAGED�48•0�. �. �i�r��xa ur+uu,�Posrs sFULL eE ru,i� � � UPPER FLOOR <br /> win+o.iae"9 z 3"�Q'oc, STAC�GERED: ° � � FR,4MING PLAN <br /> _ 3. ALL LISTED GAPAGITIES BASED ON SPEGES 6RADE*2. <br /> SEE PLAN NOTE FOR SPEGES SPELIFIGATION. <br /> 0 0 o Ib-014 <br /> . � <br /> . w <br /> LE5 <br /> . �.� <br /> � o o �w <br /> I 1�3/Y016 <br /> � 2}• �r <br /> 2x4 5?UDS 2x6 STUDS ��•� <br />