Loading...
APPROVED PLN BLD BLD2021-1527+Architectural_Plan+11.10.2021_9.05.17_AM+2512570I "n CONSTRUCTION NOTES POLE U I L D I N PLANS 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER ANWOR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION. ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO DISCREPANCIES, ERRORS ANDIOR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. BUILDING OWNER: PETE FERR E RA ALL WORK SUBJECT 2• THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. BUILDING LOCATION: 1790172ND AVE. W TO FIELD REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING, AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION_ 3, STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION EDMON DS, WA. 98026 INSPECTION FOR REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: SNOHOM ISH CODE COMPLIANCE 4, ALL DIMENSIONAL LUMBER SHALL BE 92 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED BUILDING DIMENSIONS: 24' X 36' X 10' FOR SPECIFIED GRADE. 5, ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT. ALL WOOD EMBEDDED IN GROUND SHALL BE ROOF PITCH: 4 IN 12 PRESSURE TREATED FOR BURIAL. BUILDING AREA/CONST. TYPE: 864 SF / TYPE V-B 6. ROOF & WALL WOOD SHEATHING OF USEO1 UNLESS OTHERWISE NOTED ON THE PLANS; ALL ROOF AND WALL WOOD SHEATHING SHALL BE AN APPROVED APA RATED SHEATHING, EXPOSURE I, GRADE C-D, EXTERIOR GLUE,1/16' THICK (MINIMUM] EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6' O.C. EDGES AND 12.O.C. FIELD. 2X BLOCKING IS ROOF ASSEMBLY: METAL APPROVED NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 12' O.C. FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. WALL ASSEMBLY: METAL PLANS MUST B 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. ALL NAILS SHALL BE 0.131X3-114' (MDVIMUM) GUN NAILS UNLESS OTHERWISE NOTED IN THE PLANS. BUILDING USE: PRIVATE SHOP 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE, BACKFILL WITH CLEAN SAND OR Y' MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6' LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: TOWN & COUNTRY POST FRAM N JOB SITEBE 9. UNLESS OTHERWISE NOTED, THE 6"THICK PAD AT THE BOTTOM OF THE POST HOLES Is NOT REQUIRED FOR DOOR POSTS NOT SUPPORTING VERTICAL LOADS, AND MAY ADDRESS: 16521 HWY, 99, SUITE C OMITTED FOR STRUCTURAL POSTS BEARWG ON SOLID ROCK, 10, INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BC%810 GUIDELINES FOR POST FRAME LYNNWOOD, WA. 98037 TRUSS INSTALLATION, RESTRAINT & BRACING DURING CONSTRUCTION. City Of Edmonds BUILDING DESIGN CRITERIA SHT DRAWING LIST APPROVED BY PLANNING Buildi--ng Department ---------- ------------------- GROUND SNOW LOAD = 25 PSF 1 C1.0 COVER SHEET Work DETACHED GARAGE -----NJD ROOF DEAD 3 S R L = PSF A LOAD 2 P1.0 PLAN VIEW Address1790� 72 ;AVE VV ______________________ Owner: FERRERA WIND SPEED =110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS Dec 07 2021 Approved Date:-- 12%03%2021------------- WIND EXPOSURE = B 4 S1.0 SECTIONS & DETAILS Building Official Eri�Cavt"= _ SEISMIC DESIGN PARAMETERS: 5 S1.0 SECTIONS & DETAILS Ss=1.31; S,=0.4fi 6 D1.0 DETAILS Permit Number;--------------- --Bwmi-1527 SEISMIC DESIGN CATEGORY - D No Plumbing or Mechanical has been included as part of this permit. It is assumed that this structure will not be heated or cooled. If the RISK CATEGORY = II structure is to be conditioned by fixed equipment a revised plan must SOIL BEARING CAPACITY = 1,500 PSF submitted for review and approval. RECEIV BUILDING CODES & REFERENCES -201$ IBC COVER SHEET Nov 16 2021 DRAWING NO.: C1.0 own;L-PETE FERRERA DE EILO MTY FEN SERVIC -ASCE 7-16 �� o REV.: 0 SHEET: 1 wcAnow 1790172ND AVE. WEPARTMENT -NDS-.2012 o PROJECT NO.:12105027 EDMONDS, WA. 98026 DATE:1 APR, 2021 SCALE: NIA I DRAWN BY: JM 39 D South Valley Engineering SAe , O R. 9 3 4742 l lt►erty Rd. 5 # 151 • Salem, q R. 9�'302 ber y Rd. S # THE PLANS FOR THIS RMDING ARE THE PROPERTY OF SOUTH VALLEY ENGNEERNG, LLC AND SHALL. BE SURREWERED UPON REQUEST. THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND BULDING DESIGN CRITERIA SPECKED, AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATE? ON THESE PLANS. ANY CHANGES OR MODIFICATIONS TO THESE PLANS, INCLUDING BUT NOT LMfED TO BULGING DIMENSIONS, DE51GN CRITM OR BUILDING LOCATION KTHOUT E7cMM W TI T ENN PERMISSION OR DOCUMENTATION BY THE ENGMER WHOSE SEAL IS MTRED TO THESE PLANS SHALL RENDER THESE PLANS NULL AND VOID, AND THE ENGINEER WHOSE SEAL IS AFFDZD TO THESE PLANS SHALL NOT 8E HELD LKBLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BU WING CONSTRUCTED REFERENCING THESE RMISUANDERTHESE CON MONS. Ph. ( •Fax www-southvaUeyengineering.com Al X -0" DOUBLE 17-0' 17-T OR SIN( 17-0' INSTALS O 8 AO a � ® OX 65WD © TYP EA � 51.0 TYP <c a I PRE-ENGINEERED �. _ DOUBLE TRUSS BY OTHERS TYP [.i O j RIDGE ti CIS _ V q � O I x ?V 24'- <v I N 1 4, 4' CONCRETE SLAB ON GRADE _ ` 4 5-112X9' 24F•V4-0F GLB — INSTALL PER DWG S2.0 8!-0' TYP (1) PLC THIS EAVE WALL ka ON" v �} 9X8 OHD Q SEE NOTE 4 16X8 OHD SEE NOTE 4 N EfNA 40 X 68 WD 1'-3 16'V 6-9' GENERALNOTES 1. ALL POSTS TO BE #2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED 2. UNLESS OTHERWISE DIMENSIONED, ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNERICONTRACTOR IN THE WALLS SHOWN 3. EMBED POSTS AND BACKFILL PER DWG D1.0. 4. CONTRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND OVERHEAD DOOR INSTALLATION rttr TABLE 1 Ktr POST SIZE HOLE DIMENSIONS DIAMETER DEPTH BACKFILL NOTES AO 6)(6 24T 4'-0' GRANULAR ® 6X6 24'0 4'-0' GRANULAR INSTALL UPLIFT COLLARS PER DWG D1,0 Q 6X6 24"0 I N-T GRANULAR INSTALL UPLIFT COLLARS PER DWG D1,0 d 04 18"0 Z-V GRANULAR INSTALL PER CONSTRUCTION NOTES rctr 2X10 #2 OF RAFTER 'LE TRUSS PER DWG S1.0 GABLE END RECEIV F I OVERHANG 1 TYP ALL WALLS E RL WALL SHEATHING DWG D1.0 l— 40X6OWD IACTAI DAM CUCATUM ' METAL WALL SHEATHING PER DWG D1.0 ......_......................................... 36-0'._ ....... 411X61WD REAR SAVE M ky - RlVo,E LEY. =+1,15 I^11f11 IT A i 111 I"' 6� 4- T - LEFT GABLE 1 ADDED PEAK HEIGHT DIMENSION 11012612 REV DESCRIPTION ELEVATION VIEWS WWI I DRAWING NO.: E1.0 OWNER -FETE FERRERA CITY OF E DEVELOPMEN REV.: i SHEET. 3 TION:1790172ND AVE. W DEPARI PROJECT NO.:12105027 EDMONDS, WA. 98026 DATE: 1 APR, 2021 SCALE: 3116'-- T-0" DRAWN BY: JM 3918 South Valley Engineering 4742 Liberty Rd. S #151 • Salem, OR. 97302 Ph. (503)302-7020• Fax (888) 535-6341 www.southvalleyengineering.com ✓EI 021 1NDS ROOF PITCH PER ELEVATIONS ROOF SHEATHING PER ELEVATIONS INSTALL PER DWG D1.0 PURLIN SIZE AND SPACING PER PLAN INSTALL PURLIN AND PURLIN BLOCK TRUSS, OUTRIGGER AND PER DWG D1.0 TOP GIRT ATTACHMENT PER DETAIL 1.1 HEIGHT PER ELEVATION VIEWS 12 *F-- BEARING BLOCK PER DETAIL 1.1 TYP EA SIDE OF POST 2X642 DF GIRTS PER DWG D1.0 INSTALL FLAT @ 24" O.C. P.T. POST PER PLAN VIEW WALL SHEATHING PER ELEVATION VIEWS INSTALL PER DWG D1.0 TYP ALL WALLS 2X4 P.T_ SCREED BOARD & 2X6 (MIN) P.T. BOTTOM GIRT INSTALL WI (3) NAILS EA END E � � HOLE I�POSTHOLE DEPTH PER PER DWG 01.0 PLAN VIEW I i TYP ALL POSTHOLES DIAMETER PER PLAN VIEW SECTION A PRE-ENGINEERED TRUSSES BY OTHERS PER PLAN VIEW CONCRETE SLAB PER PLAN VIEW INSTALL (4) 2X6 BEARING BLOCKS TIGHT UNDER EA TRUSS HEEL AND BETWEEN SUBSEQUENT FLAT GIRTS ATTACH EA BLOCK TO POST WI (10) NAILS TYP EA CORNER POST FLAT GIRTS PER DWG D1.0 CiQ}v11-41 r w i file ,TALI.2x BLOCKING 'TALL PER DETAIL 1.2 PURLIN PER PLAN INSTALL PER DETAIL 1-2 DOUBLE RAFTER PER PLAN ATTACH TO POST WI (6) NAILS 2X6X16' LONG BEARING BLOCK TIGHT UNDER INSIDE RAFTER $ ATTACH BLOCK TO POST Wl (10) NAILS SECTION B GABLE RAFTER CONNECTION Wl FLAT GIRTS ATTACH EA TOP GIRT TO OUTRIGGER WI SIMPSON LU26 HANGER OR (3) TOENAILS $ (1) SIMPSON A35 ANGLE 2X FASCIA ATTACH EA TRUSS TO POST WI (8) NAILS o ° BEARING BLOCK PER DETAIL 1.3 FIAT GIRTS PER DWG DLO DETAIL 1.1 TRUSS ATTACHMENT WITH FLAT GIRTS 2X BLOCKING BETWEEN PURLINS ATTACH TO TOP OF RAKE BEAM Wl (2) NAILS 8 (1) SIMPSON LPT4 FRAMU'" RAKE BEAM PER PLAN VIEW DETAIL 1.2 2X6 OUTRIGGER TO MATCH PURLIN SIZE ATTACH TO POST WI (4) NAILS ATTACH TO PURLIN BLOCK Wl (2) NAILS TYP EA SIDE OF POST OUTRIGGER BACKSPAN SHALL BE NO LESS THAN OVERHANG LENGTH ENSURE FULL CONTACT BETWEEN TRUSS AND BEARING BLOCK BEARING BLOCK MUST PROVIDE FULL BEARING FOR TRUSS HEEL PURLIN PER PLAN ATTACH TO TOP OF RAKE BEAM Wl (2) NAILS ATTACH TO EA BLOCK WI(1) NAIL PURLINIBLOCbNG ATTACHMENT TO RAKE BEAM 2X BEARING BLOCK TO MATCH POST I BLOCK WIDTH FREE OF SPLITS AND SHAKES BEFORE AND AFTER INSTALLATION (2) 314'0 BOLTS Wl NUT & 1114' MIN FLAT WASHERS EA SIDE 3' I-11T MIN TYP I I NOTE: ALL DIMENSIONS ARE MINIMUM -1 - - I~I—-1I2' MiN DIMENSIONS AND MAY BE INCREASED BUT NOT DECREASED DETAIL 1.3 SCALE: NTS BEARING BLOCK DIMENSIONS & BOLT SPACING R E C E I V SECTIONS & DETAILS Nov 16 202 DRAWING NO.. S1.0 °wKER,PETE FERRERA DEVELO MFENTSORVI �o REV.. 0 SHEET. 4 1790172ND AVE. WEPARTMENT PROJECT NO,:12105027 EDMOND$, WA. 98026. DATE:1 APR, 2021 SCALE: 3W'--1'-0' DRAWN BY: JM 0,� D South Valley Engineering 4742 Liberty Rd. S #151 • Salem, OR. 97302 WAL Pig. (503) 302-7020• Fax (8W) 535-6341 www.southvalleyengl need ng.com ATTACH GLB TO EA POST W1 SIMPSON LSTA30 STEEL STRAP OR EQUAL BEND STRAP AROUND POST FILL ALL HOLES W18d NAILS TYP EA END OF GLB SEE NOTE 1 INSTALL BOLTED BEARING BLOCKS TIGHT UNDER GLB INSTALL BLOCKS AND BOLTS PER DWG S1,0 GENERAL NOTES 1. INSTALL ALL SIMPSON HARDWARE PER MANUFACTURER'S SPECIFICATIONS I ATTACH TRUSS HEEL TO TOP OF GLB AT 0 6X STRUCTURAL POST PER DETAIL 2.1 GLB PER PLAN VIEW NOTE INSTALL ALL ATTACH TO STRUCTURAL COMPONENTS NOT SPECIFIED IN POST PER DETAIL 2.1 THIS DRAWING PER DWG SIA CI=f`TIOM (' IN-41t: I U =1-V ATTACH EA TRUSS TO TOP OF GLB W1 SIMPSON HL55 ANGLE SEE NOTE 1 ATTACH BEAM TO TRUSS WI SIMPSON HL55 ANGLE STRUCTURAL POST PER PLAN VIEW NOTE: INSTALL ALL COMPONENTS NOT SPECIFIED IN THIS DRAWING PER DWG S1.0 6X DOOR POST PER PLAN ATTACH TO BOTTOM OF BEAM W1 SIMPSON BC6 POST CAP SEE NOTE i DETAIL 2.1 SCALE:1rf=1'-0' GLB & POST CONNECTION wF—wo"MI-0 .11 memoMp ATTACH TRUSS HEEL TO TOP OF GLB AT 6X STRUCTURAL POST PER DETAIL 21 GLB PER PLAN VIEW ATTACH TO STRUCTURAL POST PER DETAIL 21 SECTION D SCALE:112'=r-0' INSTALL 6X6 BLOCK BETWEEN TRUSSES ATTACH BLOCK TO TOP OF BEAM W1 SIMPSON ST22 STRAP EA SIDE OF BLOCK ATTACH EA TRUSS TO BLOCK W1 f6116d NAILS NOTE: GIRTS AND WALL SHEATHING NOT SHOWN FOR CLARITY RECEIVED SECTIONS & DETAILS Nov 16 202 R DRAWING NO.: S2.0 0"�« PETE FERRERA DECITI VELO MFENT SOERVI( o� REV.: 0 SHEET: 5 LOCATIOM 17901 72ND AVE. WDEPARTMENT ( PROJECT NO.;,12105027 EDMONDS, WA. 98026 DATE:1 APR, 2021 SCALE: 1/2' =1'-0' 1 DRAWN BY: JM �q 39198 �f South Valley Engineering 4742 Uberty Rd. S #151 • Salem, OR. 97302 Ph. (503) 302-7020• Fax (SM) 535-6341 www.sout hvalleyenglneering.com INSTALL (3) 20d HOT -DIPPED GALVANIZED P_T. POST NAILS 2' INTO EA POST FACES ADJACENT PER PLAN TO CONCRETE SLAB AT MID -SLAB DEPTH ROOF CONSTRUCTION CONCRETE SLAB PER PLAN PER DWG DETAIL 1.6 lNSTAL.L (2) NAILS IN EA GRANULAR BACKFILL PER PLAN END OF PURLIN OVERLAP INSTALL PER CONSTRUCTION NOTES HOLE EMBEDMENT DEPTH PER DEPTH"=1 r; INSTALL 2X6 (MIN) P,T. UPLIFT CLEATS ON ATTACH INSIDE PURLIN TO PLAN ' =" ALL SIDES OF POST AT BOTTOM ; EDGE OF BLOCK W! (4) NAILS I ATTACH EA CLEAT TO POST W/ (6) NAILS 2X6 FLAT BLOCK 6' THICK CONCRETE PAD ATTACH TO EA TRUSS DIAMETER INSTALL PER CONSTRUCTION NOTES PER PLAN TRUSS TOP CHORD WI (3) NAILS DETAIL 1.1 DETAIL 1.3 POST EMBEDMENT DETAIL GRANULAR BACKFILL PURLlNS STACKED AND OVERLAPPED • PURLIN PER PLAN GIRT PER DWG S1.0 INSTALL � X I'SCREWS W/ _ _-- METAL BUILDING INSULATION (MBI) NEOPRENE WASHERS @ 9' O.C. FIELD (OPTIONAL -SEE NOTE 3) ; E. E PAINTED OR GALVANIZED 29 GA (MIN) PLACE SCREWS NEXT TO EA i TYP IN ROOF i3'' RIBBED METAL SHEATHING LARGE RIB AS SHOWN ATTACH EA GIRT TO - - " 7 ` POST W!(3)NAILS I' PAINTED OR GALVANIZED 29 GA (MIN) - ;;j. ,;,� Ik! I I j RIBBED METAL SHEATHING OVER MBI j l (IF INSTALLED) ATTACH METAL SHEATHING - - -- MITIli!, j �I ,, PER DETAILL8 ROOF OR WALL FRAMING ATTACH METAL SHEATHING PER DETAIL 1.8 DETAIL 1.8 DETAIL 1.5 DETAIL 1.6 DETAIL 1.7 SCALE X2 COMMERCIAL GIRT 114STA-LATION ROOF SHEATHING WALL SHEATOG ETAL SHEATHING ATTACHMENT MSTANDARD CREW SCHEDULE R E C E I V DETAILS Nov 16 2021 DRAWING NO.: D1.0 °vmnu PETE FERRERA CITOP F E T SER C REV.. 0 SHEET: 6 LOCAT101b 1790172ND AVE. DEPARTMENT EDMONDS,.WA. 98026 . PROJECT NO.:.12105027 GENERAL NOTES o DATE:1 APR, 2021 SCALE: NTS DRAWN BY: JM D, 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED 2. UPLIFT CLEATS ARE REQUIRED ONLY AS SPECIFIED ON THE PLAN MEW 39199 � � South Valley Engineering 4742 Uberty Rd. S #151 • Salem, OR. 97302 3. METAL BUILDING INSULATION IS NOT REOUIRED BUT IS RECOMMENDED TO REDUCE OR Ph. (503) 302-7020 • Fax (SM) 535-6341 PREVENT CONDENSATION www.s mthvaHeyenglneering.com ICJ