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A I B I C I D I E I F I G I H I I K I <br /> I <br /> \J 1 <br /> D 13'-2• 10'-10" Q _ 24'-0' G za'-o• Y <br /> ROOF FRAMING PLAN NOTES I I I Helix <br /> I I I 1 j design group <br /> 1. GENERAL <br /> 1.1. ELEVATION AT TOP OF SHEATHING VARIES. I I <br /> SLOPE ALL ROOF FRAMING PER ARCHITECT,LINO. <br /> PROVIDE BUILT-UP SLOPE AND DRAINAGE PER ARCHITECT. <br /> I ��603 —24"REDd OC I 5603 <br /> 12 REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. @ 48" <br /> ---.--_-_ J 51/ax91/4�Vl _.-----•— _1 AMERICAN INSRIUIE OF ARCIn1EC15 <br /> 1.3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. <br /> I � I r II 11 <br /> IA. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. <br /> 2. ROOFS <br /> MECH EQUIP BY OTHERS,TVP; ________.L-----JI 048 I m= <br /> 21. ROOF SHALL BE 23/32"APA•RATED SHEATHING,(48/24)EXPOSURE 1,TONGUE&GROOVE,GLUED AND NAILED. WEIGHTS&LOCATIONS AIE APPROX 9 <br /> WHERE BLOCKED DIAPHRAGM IS NOTED ON PLAN,USE 2z FLAT BLOCKING AND T CLIPS AT UNSUPPORTED ! • S602 '3 <br /> I " <br /> PANEL EDGES. 1 9 OBL IOIST <br /> NAIL SHEATHING AS FOIL 5,UNO: 1 CS18 STRAPS W/(16)10d I N DBL101ST @,4BEO L <br /> NAILS EA END AROUND <br /> ROOF BOUNDARY(BN)_..._.__......_._._.._».........__—.,__—_.._—.__"________.�.10d�6• WINDOW PER 8/S60/ 24"RED-ll m t7 Q HELIX DESIGN GROUP,INC <br /> PANEL EDGES(EN)..........___._...._._..„.____..___.._.._____..__.....________�__......_...._tOd®6" ®48'0 "'.� $ DBL JOIST '"' DBL JOIST <br /> OTHER SUPPORTS,FIELD NAILING________.._.._..._.._......__.._.._..__..W.._...__._....10d 0 10" > c, <br /> y <br /> BLOCKING,INTERIOR RIM JOISTS&STRUTS.____._........_....._.__.._______.—._....10d 04•. —.—.—. I m - \ —_—.—i— .—.—.—.—-�.._..I.�.:...—..—_.---— __-__-—. 03 <br /> NAILS SHALL BE DRIVEN FLUSH WITH THE FACE OF SHEATHING.GLUE SHALL CONFORM TO APA AFG-01. \ 2B"RFD-S i <br /> ; UND <br /> 2.2 TYPICAL RIM JOISTS SHALL BE MINIMUM 1 1/2^LSL,LINO.REFER TO SHEAR WAIL SCHEDULE FOR { <br /> ADDITIONAL REQUIREMENTS AT RIMS. I N _ 4 ` p SAHL <br /> 'v <br /> 2.3. TYPICAL INTERIOR HEADER SHALL BE 400 OF NO.2 UNO.RIM IS HEADER AT EXTERIOR WALLS. t7 <br /> 1 Io 1201 Fsst Acenne South,Suite 310 <br /> l>1ZNOT SPLICE RIM OVER OPENINGS. 24"RED-L 11 I _ 0.1 <br /> Seattle,Washington 98134 <br /> TYPICAL EXTERIOR HEADER SHALL BE 51/4 z 91/4 LVI,UNO. ®48^OC-- 206-402-5156 www.lundpsahl.m � 28"RED-L ALIGNED <br /> WALL;COLLECTOR <br /> 25. TYPICAL HANGERS SHALL BE SIMPSON IUS OR ITS,UNO. 1I -(1) I /a x9 1/4 Lvl FORCE=4 kips(ASD) <br /> Z6, REFER TO DETAILS 11 AND 12/S603 FOR FRAMING AROUND OPENINGS.COORDINATED WITH MECHANICAL -— — 04 �otYN Pr♦(/L <br /> DRAWINGS FOR LOCATIONS. BLOCKED DIAPHRAGM S 1/4 x 9 1/4,,LVL - RED-S ALIGNED 5 t/4 x 9 t/4 LVL I V tc M wAs��4h90 <br /> WALL;COLLECTOR ,a <br /> PER 6/5603;PROVIDE tOd ./ — <br /> *4"8N&10d®4'EN—/ @ 48E OC FORCE=9 kips(ASD) <br /> 5 <br /> ROOF FRAMING PLAN <br /> f t PlIM.1t.LMa <br /> COLLECTOR STRAP SCHEDULE Scale: 3/32"=1'-0" �� �¢2�2i <br /> �� <br /> MARK NOTES <br /> C f� CS14 STRAP W/(26)10d NAILS EA END <br /> © CMST12 STRAP W/(86)10d NAILS EA END 6 <br /> 7 ROOF FRAMING <br /> PLAN <br /> 8 <br /> REVISION DATE <br /> 1 PERMIT REV.1 02.14.23 <br /> 9 <br /> DATE JOB NO. <br /> 10/14/2022 22.133-01 <br /> 10 S 103 <br /> DRAWING NO. <br /> tHELI DESIGN GROUP,INC.:Ampb <br /> rela�el NOFMdR46xurttnlmP/De <br /> A B I C ( D I E I F I G I H I J I K 'WW_,d�a a rTlm�x 4l <br /> and19a�hwEno Yani!oa'_`do Gan <br />