10930 HOLLY DR 2022 Plans 2025-08-07

A I B I C I D I E I F I G I H I J I K No Mal A 136'-11' B 63•-1r G OH Zlll'-6--3QD 13-z° tD-1a F za-o z4'-oa P, ___.__._._......_.....__...._._..___.__._...____I I1-11lTYP TYP I I I I i Helix /-PEMB COLUMN BY OTHERS,TYP WIND GIRT AT EXTERIOR WALL PER jL group / UNO.SEE NOTES 2A AND 2.5 J PEMB MANUFACTURER,TYP 5301- 5301- 1•vi \�5301 1 �_ / F7.0 F7.0 I F7 I I F40 F5.0 0 F5.0 F5.00 F5.0 W610 I I _ _-___-______ ________ _ _ ____ - - - -k ......- - - - - - - - - - - - - 2 OF PER PEMB _ OF SF2.0MFR,TYP �F17c --- I I I J,� 0 p� J`'r!/ I.I I 1 ,10: F5.01 `I b,/ sw3 ___ - I -- ;�i-- --I- -•-i __ - ---•--- o� 1 TYPE 1 HAIRPIN BARS AROUND }� AA1F.h1CAN INSTITUTE OF nRCH11FC15 / I I FS.OII_ -- --S.p�-- Y" TSF3.0 �•-- "L�- ---$F2.0 .. BOLTS PER 9/5301,TYP UNO--1 FSA 3 F5.0 1 SLAc t F4 1 //WIND COLUMNS 6"ON GRADEEPER B I j i I -5301! I L P`'- I 'rS J � 5301 ..�F NOTE32 I LF4-A 1 II a 3 OPEN g _-SPREAD FOOTING,TYP 1 FS.0 FS.0[ 1 14"CONCRETE SLAB F5.0 Jv BF ' -- �_ .-- \ I ON GRADE PER I I HELIX DESIGN GROUP.INC -_-__ ______-�_ -s____ -----L _- 1 3j I4 NOTE3.1 �� ^ t' 1---- - ------- Fir t------------Ft _ ILL I I I I , F4.0 F5.0 F5.0 F5.0 �.---._-.�..---.-.-.---.-.-.-.-._.-. 1 1 _ ,A I F7.0 F7.0 F5.0 TYPE 1 HAIRPIN BARS AROUND BOLTS PER I �\ '. �\ y 1i. ��-CIVIL) 1 9/5301,TYP UN r_J I I 0 �3+.6+ I I +Jq I2� I �.'___•L�i\ 1 I QJ �y �5.�p r I �LLL WAINSCOTTING ! -o S,3--' 3-!-=--- �s --� ;� ; F5.01 4 �'OPSAHL t', r----7-1-- ---t__j ,(P+� FS.d +�b I 1201 Firsl Avenue South,Suite 330 ____Sp30 I SF3.0I F5.0 �G S4Seattle,Washington 98134 I31l a SF2.0206-003SI56 www,lundopsahl.com/ --/ �I -----__-_\.VLV BF %\ /'Ir L SO-1 IF3.0 -_- -__�-------- ----------- .. .... ----_ $F2.01 I . / _ ) Ot\N PAL/� I I F5.0 F5.0 F6.0. O4 �� of wnx�G 4q O 5 } t)t4oHi $str FOUNDATION PLAN 1 Scale: 3/32"=V-0" _ 10 1�2�2� 6 FOUNDATION PLAN NOTES 1. GENERAL 3. SLABS STRIP FOOTING SCHEDULE 3.1, TYPICAL SLAB ON GRADE SHALL BE4'THICKWITH4301rOCEACHWAYATCENTEROFSLA6. Mark Width Length Depth Reinforcement FOUNDATION 1.1. ELEVATION AT TOP OF SLAB SHALL BE 0'-0",UNO. (Bottom) ELEVATION AT TOP OF FOOTING SHALL BE V-0•BELOW TOP OF SLAB,UNO. PLAN 32. SLAB ON GRADE AT WAREHOUSE SHALL BE 6"THICK WITH N4 @ 16"OC,EACH WAY AT CENTER OF SLAB. (3)45 LONGIT [-X'-X•1 INDICATES ELEVATION AT TOP OF FOOTING,MEASURED IN FEET. SF2.0 2'-0" PER PLAN 1'-0' #4 @ 12.00 TRANS 33. PROVIDE VAPOR BARRIER AND BASE COURSE BELOW SLAB AT INTERIOR SPACES PER GEOTECH REPORT. "--'�'--'-' FOOTING ELEVATIONS SHOWN ARE.FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY. SF3.0 3'-01 PER PLAN 1'-0" (3)s5 LONGIT FINAL ELEVATIONS SHALL BE DETERMINED BY ON-SITE VERIFICATION BY SOILS ENGINEER, 3A PROVIDE CONTROL OR CONSTRUCTION)DINTS ON ALL COLUMN LINES,AT ALL RE-ENTRANT CORNERS. r,5 @ 12.OC TRANS BUT SHALL NOT BE SHALLOWER THAN THOSE SHOWN ON THIS PLAN. AND AT A MAXIMUM SPACING OF 30.SLAB THICKNESS. SF4.5 4'-6' PER PLAN 1'-0' (4)a5 LONGIT REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. PLACE JOINTS IN A MANNER THAT DIVIDES THE SLAB INTO RECTANGULAR AREAS 400 SQUARE FEET OR a5 @ 12"OC TRANS LESS.AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. 1.7. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. ALL JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO TYPICAL SLAB JOINT DETAIL.SEE 12/S301. 1.3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. o 3.5. PROVIDE ADDITIONAL ANCHOR REINFORCEMENT AT EXTERIOR PEMB COLUMNS PER 71/5301. O 1.4. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL.REQUIREMENTS, SPREAD FOOTING SCHEDULE 4. WALLS ABOVE 1.5. ALL MUDSILLS AND POSTS WITHIN 6"OF FINISH GRADE OR 1"OF CONCRETE SHALL BE Mark width Length Depth Reinforcement PRESSURE TREATED. 4.1. STRUCTURAL WALL STUDS AT THIS LEVEL SHALL BE AS FOLLOWS,UNQ (Top&Bottom) 2. FOUNDATIONS EXTERIOR WALLS.......__...__..__._......__.,.-....__-..._.._....__..____...__....2x8 @ 16`OC F3.0 5'-0• T-0' 1'-0' (6)N4 EA WAY INTERIOR STRUCTURAL WALLS,UNO_____....._.,_____._.._._..-.2x6 @ 16"OC F4.0 4'-0' 4'4)' V-0' (7)#4 EA WAY REVISION DATE 2.1. EXCAVATE,BACKFILL AND PREPARE SOILS AS REQUIRED PER STRUCTURAL GENERAL NOTES 1 PERMIT REV.1 02.14.23 AND GEOTECHNICAL REPORT. SEE DETAIL SHEETS S600 FOR TYPICAL WALL FRAMING REQUIREMENTS AND FOR TYPICAL SHEARWALL FS.O 5'-0• 5'-0' V-6" (7)45 EA WAY REQUIREMENTS,FRAME ALL SHEAR WALL INTERSECTIONS PER TYPICAL DETAILS. 2.2. REFER TO MECHANICAL AND CIVIL DRAWINGS FOR LOCATIONS OF ALL UNDERSlAB PIPING, F7.0 7'-0' 7'•0' 1-6" (B)e6 EA WAY FOOTINGS MAY BE LOWERED TO AVOID CONFLICTS WITH PIPING. 4.2. USE(2)KING STUDS AND(2)TRIMMER STUDS AT EXTERIOR HEADERS AT THIS LEVEL,UNLESS NOTED OTHERWISE.USE(1)KING STUD AND(2)TRIMMER STUDS AT INTERIOR HEADERS AT THIS LEVEL UNO. 9 2.3. REFER TO SPREAD FOOTING SCHEDULE FOR SIZES AND REINFORCEMENT AT ALL COLUMN FOOTINGS.REFER TO STRIP FOOTING SCHEDULE FOR WALL FOOTING SIZES&REINFORCING. INDICATES NUMBER OF KINGS PLUS TRIMMERS,UP FROM THIS LEVEL WHERE TYPICAL FRAMING DOES NOT APPLY. ZA. CENTER FOOTING ON COLUMNS.REFER TO ANCHOR ROD PLACEMENT DRAWINGS BY OTHERS DATE JOB NO. FOR COLUMN AND ANCHORS ROD LOCATIONS. 43. FOR INFORMATION OF INTERSECTION SHEAR WALLS,SEE DETAIL 3/S600 10/14/2022 22-133-01 2.5. ALL PEMB COLUMN ANCHORS SHALL HAVE B"MIN EMBED INTO FOOTING,UNO. 4A. INDICATES SIMPSON TENSION TIE HOLDOWN.USE(2)2x MIN HOLDOWN STUDS.SEE Z/ TYPICAL HOLDOWN DETAIL 4.S. ALL EXTERIOR WALLS SHALL BE NAILED TO SW6 REQUIREMENTS,UNO. 10 S101 DRAWING NO. HELIX DESIGN GROUP,INC.:AjagHt A I B I C I D I E I F I G I H I I K nerve:dilaWl hu 40n en Da,t naDTJ wf*! n0=.".!zsWMFaiI mr7snxmw:riatom f!cnPefmOao.