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PAINTIiT)Ci1��13 r"l ,j�' .-2X6('EiL1�1("i l()ItiTS � - .' /` � -�T l2'U.C.f3H1'(1ND nOLil;i 1=J(3IS"I'��"P L If i� _ - ; : . .. .. . � : x _._.. : ' ' --->.. ..--_.-r�.'_,:--. .-- _--::.. . ivI ,'l.NI`�Wii�LlLIN(]LiFYONT7 I I, �-��--- .._.__...._. - ------- �� I i I ,..:-_—:: —..------- -..—_..____— -- ---- �I 1 / . __... ...—' ----- � r, --- � --=_•.._ ------ I ...__.—_.—...,.�..,---_�-�—_-� ---" /r I II ��--_• ---.....-----�_....._ . . _ . _ ._... � . ...�- .� %" : _ ,,` ;: . . . : ..�.�._ —._.—:..-.- :--.....-- ..___... ---- I �`J ' � � 1�-- . . I.�.__ ---° °-- -- . .. --'--- � .'-- --"- - -- '---'.'--'---- - - -_._ ------ - -- r� , �``� , _ (� -� �--- ��______..__...� :� ��, .��- ?'-��..._� ;l�'CH3D SHfP J..:AE)I�!{12 ' STRIN(�FR l%"J �:2': �I HfCK RISI:RS-,i1ATC;i3 S('L':C:tIr.S OE'4VOUi):\T REC:I AJ�\t}:n I3k.r�\7 i°t3f:1.tiC.CrkAH I3AR:1T L:�nT.�LR .; .,' OPL�I Tt) kITCI1I?iY '�� ,..� F�f'AK itESlt?�NCF: ----;>--�----- ..._----.... _------...__.— .. ; S7'URAC7F LUFT n��f,.�•n'TIf)N�t: 1�2�=i,_�„ �Y� �� F(,_�� :�)�k�. � 7....�-�-< � _, �i y , .. �� '°_° 1 GENERAL NOTES: THE WREN UNIT 404 STORAGE LOFT JOB#0201-14 ABBREVIATIONS LIST DESIGN CRITERIA: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF BASIC WIND SPEED(3 SEC GUST): 90 MPH WIND EXPOSURE: B SEISMIC DESIGN CATEGORY: C IBC/IRC EDITION: 2012 STRUCTURAL WOOD FRAMING: 1. EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS SHALL BE DOUGLAS FIR-LARCH#2 AND BETTER. ALL SOLID TIMBER POSTS AND BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGtAS FIR-LARCH#2 UNLESS NOTED OTHERWISE ON PLAN. 2. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD WASHERS AND NUTS. 3. REFER TO THE 2012 IRC TABLE R6023(1)OR 2012 IBC TABLE 2304.9.1 FOR MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED UPON REQUEST.AS STATED IN SECTION 2304.9.5 OF THE 2012 IBC SECTION 2304.9.5:FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAWLESS STEEL,SILICON BRONZE OR COPPER. FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA TECHNICAL REPORT No.7. 4. UNLESS NOTED OTHERWISE,STEEL CONNECTORS SHALL BE USED TO JOIN RAFTERS,JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR EQUIVALENT. 5. AT BEAM BEARING LOCATIONS IN STUD WALLS,PROVIDE MULTIPLE-STUD POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. 6. FLOOR SHEATHING: PROVIDE 3/4"THICK APA RATED STURDIFLOOR RATED AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS: 8d NAILS AT 6"AT PANEL EDGES AND Sd NAILS AT 12"AT INTERMEDIATE SUPPORTS. INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER JOINTS. 7. LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: . FLEXURAL BENDING STRESS: 2600 PSI . MODULUS OF ELASTICITY: 1,900,000 PSI . TENSION PARALLEL TO GRAIN: 1850 PSI . COMPRESSION PARALLEL TO GRAIN: 2310 PSI . COMPRESSION PARALLEL TO GRAIN: 750 PSI PERPENDICULAR TO GLUE LINE . HORIZONTAL SHEAR: 285 PSI FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. GENERAL REQUIREMENTS: 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEDUATE SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO ACHIEVE THE FINAL COMPLEfED STRUCTURE. THE SEQUENCE OF CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT IN CONTRAC�. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS,METHODS SEQUENCES AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. OBSERVATION VISITS BY THE STRUCTURAL ENGWEER ARE FOR DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO SCHEDULE THIS VISIT. 5. IF NEW CONSTRUCTION ADJOWS AN EXISTWG STRUCTURE,THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN CONTRACT). 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCUR4TE SET OF CONSTRUCTION DOCUMENTS,ERRORS OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND COMMUNICATION BETWEEN THE CONTR4CTOR,ARCHITECT AND ENGWEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. A.B. ABV. ADJ. ALT. ARCH. BLKG. BM. BM.PKT. BRG. CANT. CLR. CMU COL. CONC. CONT. C.P. DWL. (E)- EA. EQ. EXP. EXSTG. F.D. FDTN. FTG. G.B. G.L. � HDR. HORIZ. HSS INFO. INV. JSTS. K.S. LLV LONGIT. LTWT. LVL MANF. (N)- O.C. � REF. REINF. SCHED. S.I.P. STL. T T.B. T&G TO TOF TOW TRANSV TRTD. TS TYP. VERT. VIF W.P. W/ ANCHOR BOLT ABOVE ADJACENT ALTERNATE ARCHITECT BLOCKING BEAM BEAM POCKET BEARING CANTILEVER CLEAR CONCRETE MASONRY UNIT COWMN CONCRETE CONTINUOUS CRIPPLE POST DOWEL EXISTING EACH EQUAL EXPANSION EXISTING FLOOR DRAIN FOUNDATION FOOTING GR4DE BEAM GLUEDLAMINATED GRID LINE HEADER HORIZONTAL HOLLOW STRUCTURE SECTIONS INFORMATION INVERTED JOISTS KING STUD LONG LEG VERTICAL LONGITUDINAL LIGHTWEIGHT LAMINATED VENEER LUMBER MANUFACTURER NEW ON CENTER PLATE REFERENCE REINFORCING SCHEDULE STRUCTURAL INSULATED PANEL STEEL TRIMMER THROUGH BOLT TONGUE&GROOVE TOP OF TOP OF FOOTING TOP OF WALL TRANSVERSE TREATED TUBE STEEL TYPICAL VERTICAL VERIFY IN FIELD WATERPROOF WITH CONNECTION SCHEDULE QA SIMPSON HU1.81/5 OR SIMPSON LUS26-2 OB SIMPSON HUC610 (MIN.) W/ 1/4" x 2 1/4" H EX H EAD SIMPSON STRONG-TIE TITEN SCREWS HATCHED AREA INDICATES EXISTING LOWER CONCRETE ROOF VERIFY LOCATION OF–� GROUTED CELL AT HANGER LOCATION W/ENG. PRIOR TO CONSTRUCTION VERIFY LOCATION OF� GROUTED CELL AT HANGER LOCATION W/ENG PRIOR TO CONSTRUCTION � � OPEN TO BELOW I I � I INDICATES EXISTING —��' CMU WALL � � � '� � �. _ .C�.; ., 1 �iJ� 5+�.. �.e�. _ �`._` �o�,aoo R�c,s�, - •��• • G�4Q�'�y 99;��p f O• �i O� • • ,� 'Q •t, � � �� /3�'.e(Ja� �iat.�/ �? O O f� ....�/ �• �'�ss��\` N � I` M ''. :`�`��N��.�'"� x oo rn a� � � 6�'> � m U O O � Z � � a0 = x a � � VERIFY LOCATION OF GROUTED CELL AT HANGER LOCATION W/ENG PRIOR TO CONSTRUCTION VERIFY LOCATION OF GROUTED CELL AT HANGER LOCATION W/ENG PRIOR TO CONSTRUCTION �� INDICATES EXISTING CMU WALL N LO FT F RA M I N G P LA N SCALE: 1/4�� - ,�-o PLAN NOTES: 1. (E)-EXISTING FRAMING INDICATED AS THUS: (----) (N)-NEW FRAMING INDICATED AS THUS: ( 2. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 3. DO NOT SCALE DRAWINGS. � z � � I � � � 0 .J W(� V O � U 0 � � Q � > � � � C O � � Z � W W Z � Z � � PROJECT : 0201-14 DRAWN BY : JPL REVIEWED BY: JPL D A T E : PERMIT 02.05.14 REVISIONS : GENERAL NOTES & LOFT FRAMING PLAN S1