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A I 6 I C I D I E I F I G I H I J I K I <br /> A <br /> 136'-11" _ -------- _— 11-6" 13'-2" 10_-10" Y..._... z....:0" <br /> B C) D E <br /> 1 Helix <br /> 6 ---STEEL FRAMED CANOPY BY PEMB-REFER TO ...-PARAPET CONDITION I ;'f., <br /> �' —BLOCKED DIAPHRAGM ACHIEVE <br /> SL LOW ROOF TO <br /> S60S 6/S605 FOR BASIS OF DESIGN AROUND PEMB WALLS vl ,y i design group <br /> PER 6/S603 I ACHIF.VF.SLOPE PER ARCH, I 1 <br /> 28'REDA ALIGNED WITH WALL; / I I SEE DETAIL 5/S604 i I -- <br /> i i I COLLECTO FORCE= kips(ASD) —� I\ / L . <br /> PRW KSE�D3 <br /> GUS <br /> __—.—.—.—.—.JI.—.—.—.—.—.� —.IA—PHR.A- <br /> --- _ —._.—._.--- —.—. _.—_— <br /> .n GM O L <br /> 12 <br /> /—g.1/2'RED-145 <br /> m <br /> OF <br /> ry e <br /> I -1.28"RED L I / @ 24"OC I Ij <br /> ®48"`OCII SW6 "Il dx9lid LVL 514x914LVL i <br /> m MdERICAN INSTITUTE OF ARCHITECTS <br /> ROOF JOISTS ROOF JOISTS ROOF JOISTS ROOF JOISTS - ROOF JOISTS _ ,!,ROOF JOISTS <br /> I W I 1 \ 5602 Ski/ m <br /> ( - f �5602: 11-7/8"RED-14 � <br /> .'. <br /> 3 <br /> f E E LL f .®16' <br /> c c e i 5605 .•ftn.2d'I.O� �. <br /> w u w z t <br /> 2 z z 2 m 1 <br /> ROOF JOISTS, ROOF 101ST5 ROOF JOISTS .. I,;. �7 t BOTH Jti 3 <br /> .1. SIDES 5602 �O <br /> I S602 '_�20 RELY L <br /> c ¢ ,D 16 OG <br /> m m m m <br /> 9-12"RE H5 <br /> 1 <br /> t 5605 I I m ti 560t / HELIX DESIGN GROUP,INC <br /> �� '.•R 24'RED-L <br /> I t t 9P -II I :L m ..@16 —.—.—m <br /> C <br /> I •5602 S603 i\ <br /> "RE11N45 — 22"RED-L <br /> Qc <br /> i C / 24 O ( m• � ALIGNED w/WALL; SAHL <br /> \�--STEEL FRAMED CANOPY BY PEMB-REFER TO ".• SW3 _m _ ` 1 - COLLECTOR b <br /> SIS605 FOR BASIS OF DESIGN ! I "REDL 5605 � . FORCE.11 kip, <br /> 12DI First Avenue South,Suite 310'S\/8 x12 GL 22 (ASD) ^' Seattle,Washington 98134 <br /> 1 In 16"OC i 1 206-402-5156—hindolmlil—ar <br /> I '•'/�;;' '-'z ��G � <br /> LB I r --20"RED•L ALIGNED <br /> 12G J C1� 4LV 2 I( ya .- v, <br /> a / W/WALU <br /> I ..._....`� .,..-.... .._...i - 6F 1 L / / H555z5x1 4 C1 5605 COLLECTOR FORCE <br /> _. � =6 kips SO) Ot1N PAU� <br /> 14'RED-LIjP�I�I--•—•—• 5114x91/4ILVI. --{--x15:3 \ 5114 x 91/4 LVL — - •— 04 >>�of <br /> 48 OC HSS Sx5x1/4 \\`HSS 5z50/4 <br /> HSS 6x4z1/4 —STEEL FRAMED \--HSS 6YAx1/4 5 i trG lslx' :R m <br /> ENTRY CANOPY �, RaL V. t" <br /> SECOND LEVEL FRAMING PLAN <br /> Scale: 3/32"=1'-0° <br /> 6 <br /> FRAMING PLAN NOTES <br /> 1. GENERAL 3. WALLS <br /> 1.1. ELEVATION AT TOP OF SHEATHING VARIES. 3.1. STRUCTURAL WALL STUDS AT THIS LEVEL SHALL BE AS FOLLOWS,UNO: <br /> COLLECTOR <br /> 12, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. <br /> EXTERIOR WALLS(WAREHOUSE).__._........_..__—_._.......__......2x8 LVL @IF OC STR SCHEDULE:4P <br /> EXTERIOR WALLS(OFFICE)............._..._...._____.__....._._..—...._.....2x8 0 16"OC <br /> MARK NOTES <br /> 1.3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. INTERIOR STRUCTURAL WALLS, @ 16"OC SECOND LEVEL <br /> IA. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. SEE DETAIL SHEETS S600 FOR TYPICAL WALL FRAMING REQUIREMENTS AND FOR TYPICAL © C514 STRAP W/(26)10d NAILS EA END � FRAMING PLAN <br /> SHEARWALL REQUIREMENTS,FRAME ALL SHEAR WALL INTERSECTIONS PER TYPICAL DETAILS, <br /> 2. FLOORS � <br /> 3.2 USE R)KING STUDS AND Rl TRIMMER STUD AT EXTERIOR HEADERS AT THIS LEVEL,UNLESS NOTED \y CM5T72 STRAP W/(86)10d NAILS EA ENO <br /> 2.1. FLOOR SHALL BE 1 1/2'GYPCRETE TOPPING OVER 23/32"APA-RATED SHEATHING,(4824)EXPOSURE 1, OTHERWISE USE(1)KING STUD AND(2)TRIMMER STUDS AT INTERIOR HEADERS AT THIS LEVEL,UNO. <br /> TONGUE&GROOVE,GLUED AND NAILED.WHERE BLOCKED DIAPHRAGM IS NOTED ON PLAN,USE 2x <br /> FLAT BLOCKING AND'Z'CLIPS AT UNSUPPORTED PANEL EDGES. ,F�j INDICATES NUMBER OF KINGS PLUS TRIMMERS,UP FROM THIS LEVEL WHERE TYPICAL <br /> FRAMING DOES NOT APPLY. <br /> NAIL SHEATHING AS FOLLOWS: <br /> 3.3. ALL EXTERIOR WALLS SHALL BE NAILED TO SW6 REQUIREMENTS LIND. <br /> FLOOR BOUNDARY(BN)_-__.__—.___—_.________.._...___._._.._.._.._..___._......_10d <br /> PANEL EDGES(EM..____._._.___._____._._....__....__...._.._.._........____.....___.__._..._...10d @ 6" 4. ROOFS p <br /> OTHER SUPPORTS,FIELD NAIUNG_..___..__..__._........__._,_...—...__.._..._.__._____10d@ 10' 41 ROOF SOUTH OF SEISMIC JOINT SHALL BE 23/32"APA-RATED SHEATHING,(4824)EXPOSURE 1,TONGUE& V <br /> BLOCKING,INTERIOR RIM JOISTS&STRUTS.........__........._.._..........................10d @4' <br /> GROOVE,GLUED AND NAILED.WHERE BLOCKED DIAPHRAGM IS NOTED ON PLAN,USE 2x FLAT BLOCKING AND <br /> NAILS SHALL BE DRIVEN FLUSH WITH THE FACE OF SHEATHING.GLUE SHALL CONFORM TO APA AFG-01. 'Z'CLIPS AT UNSUPPORTED PANEL EDGES. <br /> 2.2. TYPICAL RIM JOISTS SHALL BE MINIMUM 1 1/2"LSL,UNO.REFER TO SHEAR WALL SCHEDULE FOR NAIL SHEATHING AS FOLLOWS: <br /> ADDITIONAL REQUIREMENTS AT RIMS. <br /> ROOF BOUNDARY(8M.___..—__._.._..—.------ ®6" REVISION DATE <br /> PANEL EDGES(EN)—._.._._.._._._..__—___—_...._..___....._...___._.._...__......._..10d @ 6" <br /> 2..4. TYPICAL INTERIOR HEADER SHALT.BE 4x10 OF N0.2.UNO.J]O NOT SPLICE RIM OVER OPENINGS. � � ••• •• - 1 PERMIT REV.1 02.14.23 <br /> TYPICAL EXTERIOR HEADER SHALL BE 5114 x 9 1/4 LVL UNO. OTHER SUPPORTS,FIELD NAILING_....___.._.._________—--------......._.....—___I0d 0 10" <br /> BLOCKING,INTERIOR RIM JOISTS&STRUTS_.._.__......_...___.._......._........._..........—..tOd 0 4" <br /> 2.5. TYPICAL HANGERS SHALL BE SIMPSON[US OR ITS,UNO. <br /> NAILS SHALL BE DRIVEN FLUSH WITH THE FACE OF SHEATHING.GLUE SHALL CONFORM TO APA AFG•01, <br /> 2.6. REFER TO SHEET S604 FOR STAIR FRAMING DETAII 9. <br /> 4.2. ROOF NORTH OF SEISMIC JOINT SHALL BE PER PRE-ENGINEERED METAL BUILDING MANUFACTURER. <br /> DAIE JOB NO. <br /> 10/14/2022 22.133-01 <br /> ,0 S 102 <br /> DRAWING NO. <br /> OHEUX DESIGN GROUP,INC.:tln t6 <br /> retv�N vo Gald P4 dxvrttnnW�e <br /> �K1 si 4 nolFlam 6.-.me�:toXrsel <br /> Celnil k+M wn:m Lanr.Ns^ua:0wo. <br />