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Permit File BLD-2022-0750 3420 Oakes Avenue (2)
HAN 0 N ARA AD ITI 0 N Ojd design JIM DUNLAP (360) 982-0535 3420 OAKES AVENUE JIM@JDDESIGNDRAFTING.COM ANACORTES, WASHINGTON PARCEL I D# P585339 P31712 PROJECT DESCRIPTION: 800 S. F. GARAGE ADDITION FOR EXISTING SITE & LANDSCAPE DAYLIGHT BASEMENT SINGLE-FAMILY RESIDENCE NNEv- CITY OF ANACORTES LEGEND GUEMES CNA PLANNING AND BUILDING DEPT: (E)EVERGREEN TREE ZONING DESIGNATION: R2A APPROVED PLANS REVIEWED FOR CODE COMPLIANCE } SHRUB/BUSH PERMIT#: BLD-2022-0750 ADDRESS: 3420 OAK S AVE AREA OF ADDITION z APPROVED BY: O SUBJECT TO FIELD INSPECTION.APPROVED PLYfS SHALL NOT LAWN � BE ALTERED WITHOUT AUTHORIZA ON. � \ 0 PAVED (CONC.)SURFACE PROPERTY INFO. FIRE AREA NATURAL VEGETATION — AREA (E)DECK w SITE ADDRESS: o 3420 OAKES AVENUE EXISTING \ \ 0 ANACORTES, WA 98221 MAIN FLOOR FIRE AREA 2140 S.F. pPti Z1 — PROPERTY LINE w Of < PARCEL: P58533, P31112 LOWER FLOOR FIRE AREA 928 S.F. 9T 0P BUILDING= SETBACK ASSESSORS TAX ACCT.# 3809-901-010-0004 TOTAL EXISTING FIRE AREA 3068 S.F. �� 0P�� W QTR: NW, SEC: 23, TWN: 35, RNG: 01 \ ZO \ LINE OF BLDG. FOOTPRINT < PARCEL SIZE 8216.4 S.F. + 6114 S.F. = 14,450.4 S.F. NEW W, ———————— LINE OF ROOF J 0 EXIST. RETAINING >s PROPERTY OWNERS: MAIN FLOOR FIRE AREA (GARAGE ADDITION) 800 S.F. WALL UTIUTY LINE z MICHAEL; HEIDI HANSON N 3420 OAKES AVENUE TOTAL SILT FENCE z ANACORTES, WA 98221 \ P31712 �\ P58532 CO EXISTING 306 6 8 S.F. + NEW 800 S.F. 388 S.F. 5 0 . o W � a BUILDING CODES \ W �z.3 \ BMP'S z Z LL PROJECT INFO. 5���- 0 _ z O BMP GI05 CONSTRUCTION ENTRANCE. O O CONSTRUCTION WILL COMPLY WITH i EXISTING BUILDING STRUCTURAL 2018 IRC �S 1 CONSTRUCTION ACCESS ALREADY EXISTS AT Q o z "' \ EXISTING DRIVEWAY LOCATION. w � U MAIN FLOOR LIVING SPADE 153fo S.F. MECHANICAL 2018 IRC P5r8533 �' �y - \ Q Q Lo \\ \ BMP Glll: CONSTRUCTION ROAD/PARKING AREA. � N � In LOWER FLOOR LIVING SPACE 928 S.F. PLUMBING 2015 UPC Q cn EL VENTILATION 2015 WSEG \ \ / \ USE EXISTING DRIVEWAY/PARKING AREA. c� w TOTAL EXISTING LIVING SPACE 24fo4 S.F. 0 \\ \ al- \Z, �_ BMP C123: TEMPORARY SOIL STOCKPILE U Q w GARAGE 528 S.F. \ \ / �'� \ �_ s O LOCATION. COVER STOCKPILE W/ STRAW OR O w Q U OPEN DECK 592 S.F. O �;Q \ 0 EN VISQUEEN f INSTALL SILT FENCE AROUND DOWN N z 'f� \ \ \ SLOPE SIDE(S). IL COVERED ENTRY 64 S.F. \ ��\ � EROSION CONTROL N `5 ' \\ s BMP C154: DESIGNATED CONCRETE WASH-OUT NEW NOTES �2 �� \\\ '��--' `\ Y'' a \ 0 AREA GARAGE 800 S.F. • CONTRACTOR TO INSTALL SILT FENCING ON DOWN m �Om \\ \\ \m O BMP G233 SILT FENCE. INSTALL SILT FENCE ON SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER DOWNSLOPE SIDES OF CONSTRUCTION SITE. SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE CONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALL FACE OF WALLS OF ALL FINISHED SPACE. STAIRWELLS CONSTRUCTION IS COMPLETED AND LANDSCAPE IS IN Z 0 '� \ \ �ti \ �, NOTE: SILT FENCE WILL ALSO DESIGNATE �' ARE COUNTED ONCE, APPROX. HALF ON TOP FLOOR, PLACE O 0 � ", tzP \ \ HALF ON BOTTOM. OPEN TO BELOW SPACES ARE . 10 y�\ I \\ CONSTRUCTION LIMITS PROTECT NATURAL «�Cs� ��� \\ �j 0 NOT INCLUDED IN CALCULATIONS. GARAGE AREA IS IN ADDITION TO SILT FENCING COVER ALL STOCKPILED SOIL WITH VISQUEEN. R� VEGETATION AREA. CALCULATED SEPARATELY. DRAINAGE NOTES "° r J 0,, \ (E)WATER LANDSCAPE NOTES LOT COVERAGE • APPROXIMATELY 9000 S.F. OF THE 14,450 S.F. LOT �,�� (ASSUMED) • ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE ��° \ �� j TIED TO EXISTING STORM WATER TIGHTLINE WILL REMAIN LANDSCAPED WITH EITHER GRASS OR ��� DRAINAGE SYSTEM. PLANTED AREAS, OR LEFT AS NATURAL VEGETATION. Off. V\ ��sf(-P EXISTING (THIS IS APPROXIMATELY &2% OF THE LOT). ©��p^<< �0��� 1 HOUSE FOOTPRINT 20-15 S.F. 0THERE ARE SEVERAL MATURE EVERGREEN TREES y� P�� \ / (E)WATER METER DECK 592 S.F. ON THE PROPERTY. THESE TREES WILL BE COVERED FRONT PORCH 6a S.F. PROTECTED DURING CONSTRUCTION BY A SILT FENCEco ON DOWNSLOPE (NORTH)SIDE OF CONSTRUCTION, OR 4 �3� S.S. STUB EXACT Sleeve side sewer and water where a TOTAL EXISTING 2135 S.F. BY THE EXISTING RETAINING WALLS AT UPSLOPE 1' 0(SOUTH)SIDE. PLACEMENT NOT O 0 KNOWN they penetrate new foundation walls. ad NEW SHORT RETAINING / Uj WALL AS NEEDED GARAGE ADDITION FOOTPRINT 800 S.F. I «�5 \ TOTAL EXISTING 2135 S.F. + NEW 500 S.F. 3535 S.F. W EXIST. BLOCK PERCENTAGE OF 14,450.4 S.F. LOT 24.5 % VICINITY MAP RETAINING WALLS EXIST. MATURE FIR TREES DRAWING I N G INDEX 0� - W Z IL IMPERVIOUS EE NEAREST FIRE HYDRANT / Al COVER PAGE � SITE N SURFACE APPROX. 300 TO WEST w O ,zth�t tool � o Guemes � ,=�s LANDSCAPE PLAN w EXISTING �-hannel 3420 Oakcs Avr, w°. Anacertes.WA 982.'. �, � I / A2 FOUNDATION PLAN UNDER ROOF INCL. EAVES 2501 S.F. PAVED (GONG.)DRIVEWAY/PARKING 122fo S.F. A3 MAIN FLOOR PLAN CONCRETE PATIO UNDER DECK 592 S.F. '._^!, eth" DRAWN BY JAD scn°o� ,nn s, a A4 ROOF FRAMING PLAN SCALE AS NOTED TOTAL EXISTING 4319 S.F. z,xg 4. ua dyed„ JD JOB# 1374RE22-HANS NEW YAkiG= Jll{PS A5 ELEVATIONS ind5: SITE & LANDSCAPE PLAN w DATE 06/16/2022 UNDER ROOF INCL. EAVES 869 S.F. :rantrerryLake NORTH SCALE: = 20'-0° A6 5UILDING SECTIONS DETAILS PAVED (GONG.)DRIVEWAY ADDITION 310 S.F. REVISIONS r°vxrd-d vi'°`` °' TOTAL NEW 1119 S.F. 3 ,�" Al EXISTING MAIN FLOOR PLAN TOTAL r '�" w,zr� 9,h Nih R ELEVATIONS JOth St EXISTING 4319 S.F. + NEW lll9 S.F. 5498 S.F. � 3r xa a 51 STRUCTURAL DRAWINGS DETAILS fg� C07)E�O Yorks 3e9i=-, 52 STANDARD STRUCTURAL o �w�'�G1T Y O�{ ,5� SPECIFICATIONS .`q C OAl ro xLnSe SHEET I OF 7 Ojd design m Q JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 22'-0" ol 10 - - - - - - - - - - - - - I — 1 — — — — — — — — — —— — I I I I I I I I II I I I I I I A6 I I I I I I I I I I I I I I I I l a I I I I I I I I I I I I NEW FOUNDATION: 6" STEM WALL m ON 8" X 16" FOOTING TYP. I I I I I I I I I I I I I I I I Z CONNECT NEW FOOTING/STEM WALL O TO EXISTING PER ENGINEERING I _ I4'-3" - - — — — — — — — — — — — — — - - - L — — — — I I LLu Q / F -�I I ° Lu Q / 1 I W a / EXISTING FOOTING/STEM WALL L / A6 Lu sIM. I I z GARAGE SLAB m N 4" CONCRETE SLAB W/ REINFORCEMENT I z PER ENGINEERING, OVER fo MIL POLY F VAPOR BARRIER, OVER 4" COMPACTED x GRANULAR FILL L I O Q z NOTE: DECK SUPPORTS LINE OF GUT STEM WALL I I Z �L 0 ARE NOT DEPICTED EXIST. GONG SLAI3 EXIST. GARAGE SLAB I g O 0 0 I I (D � � � Q Lo co I I I I I I I I I I I I � cii � A a w �L A6 0 � # L Q a0U � I I i FnQCL STEM WALL A BIT HIGHER ON FOUNDATION NOTES \ • tHIS SIDE TO RETAIN GRADE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER \ AS NEEDED SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND \ L CONDITIONS IN THE FIELD. \\ • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TO SUPERGEDE ALL \ �I INFORMATION ON ARCHITECTURAL DRAWINGS. FOR \ L ANY DISCREPANCIES BETWEEN ENGINEERING AND \ ° ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. 2 • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL — — L L F A6 SOIL DEVOID OF ANY ORGANIC MATERIAL AND m STEPPED AS REQUIRED TO MAINTAIN IS" DEPTH BELOW GRADE. — J ^ L- - -- - - - - - - - - - - - - - - -- - - � • COVER CRAWL SPACE GRADE WITH HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER. — — — — — — — — — — —— — — — — — — — — —— — — — LAP EDGES 12" MIN. AND EXTEND 12" MIN. UP FOUNDATION WALL. • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH CONNECT NEW FOOTING/STEM WALL GRANULAR MATERIAL COMPACTED TO 95%. TO EXISTING PER ENGINEERING • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' MAX. INTERVALS EACH WAY. • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS HOLD DOWN OPTIONS HER AT 5" O.G. EACH WAY. _ ENGINEERING TYP (4)PL. • WIRE MESH TO BE USED IN CONCRETE SLABS, POSITIONED IN MIDDLE THIRD OF SLAB. • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY L——__1 VAPOR RETARDER UNDER CONCRETE SLABS IN O GARAGE AND BASEMENT. • A WATERPROOF MEMBRANE IS TO BE USED ON J FOUNDATION WALLS BELOW GRADE. • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT TO PERIMETER FOOTINGS. • A LAYER OF ROUND, WASHED, DRAINAGE-GRADE Q GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO FOOTINGS. 30-1-5. FELT PAPER IS TO BE USED OVER O THE GRAVEL 2'-10 1/2" lfo-3" 2'-10 1/2"lo H • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT U WITH CONCRETE TO BE PRESSURE TREATED. (o-0" l l-9" 22'-0" cn • BEAM POCKETS IN CONCRETE TO HAVE 1/2" 0 O AIRSPACE AT SIDES ; ENDS WITH MIN. BEARING OF 3 w ". c� • FOLLOW ALL JOIST FRAMING DETAILS PER IL [in Q MANUFACTURER. • PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. FOUNDATION LEGEND DRAWN BY JAD • ALL CONNECTORS AND FASTENERS IN CONTACT WITH SCALE /4" PRESSURE TREATED WOOD SHALL BE HOT DIPPED I _ - UNo GALVANIZED OR EQUIVALENT PROTECTION. NEW FOUNDATION STEM WALL JD JOB# 1674RE22-HANS • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR �� FOUNDATION PLAN DATE 06/16/2022 SPACES. ACCESS OPENING THROUGH PERIMETER WALL SHALL BE NOT LESS THAN IS" X 24". IF ANY NEW FOUNDATION FOOTING =� SCALE: I/4" = I'-0" PORTION OF THROUGH-WALL ACCESS IS BELOW REVISIONS GRADE AN AREAWAY NOT LESS THAN 18" X 24" SHALL BE PROVIDED (IRC R408.4). EXISTING FND. STEM WALL • CONTRACTOR TO COORDINATE FOUNDATION � SLAB BLOCK-OUTS W/ MECH. � ELECT. FOR SIZE EXISTING FOUNDATION FOOTING LOCATIONS. • ALL CONCENTRATED LOADS FROM ROOF TRUSSES OUTLINE OF WALLS OF SUPPORTED OFORCOIIEc0 MUST BE TRANSFERRED TO THE FOUNDATION WITH A FLOOR SEE ENGINEERING PAGES FOR HOLD 144 T Y 0{ BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY LOCATIONS WITH TRUSS ENGINEER AND/OR ® EXISTING POST DOWN LOCATIONS SPECIFICATIONS can STRUCTURAL ENGINEER. 4 C OA2 roxILD Se SHEET 2 OF 7 Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM ro 1-0 1 24 1-0 1, 23"3" 22'-0" ol ol ol ol lo 3020 PIC 3020 PIC 3e240 PIC PRIMARY SUITE z O Lu pol Lu 0 a c/) 15ATH ------------------ - < uj Lu II I Q F-- UTILITYm 0 T< 44 ui Lu > LL GARAGE ADDITION 0 <z U) le' CEILING HT. 0 LU <z �L 0 0 < O Oz EXIST Lu <. GARAGE WALL TO 5E DEMO'D < Lo CIO 3: co Lf) c4 DECK 5-2" CEILING HT. < EL GREAT ROOM Lu C/� cl� LL z STORAGE u ui < ow A� uu Lu < cr Ij 0 Aro w IL U) < CL F— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — ENTRY L— — — — — — — — — — — ----------- J,----------- LI ro, W x a' H O.H. DOOR z DINING KITCHEN O O LL z 0 2= z af u ol Lu oo 0 < FLOOR PLAN NOTES Lu ro e 24'-*" ro e 11 9 ol 22'-e' ol Cu < IL • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 15,-S, SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND 'ol CONDITIONS IN THE FIELD. • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY DRAWN BY JAD OTHER ROUGH OPENING SIZES WITH OWNER/ SCALE IIL," = 1'-0" UNO CONTRACTOR PRIOR TO WALL CONSTRUCTION. JD JOB# 1674RE22-HANS • ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MATERIAL USE CORROSION DATE 06/16/2022 RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE TREATED LUMBER. FLOOR PLAN LEGEND z MAIN FLOOR PLAN REVISIONS • EXTERIOR GARAGE WALLS TO 5E FRAMED WITH 2 X 4 STUDS AT Iro" O.C. AND SHEATHED WITH 1116" 055 SCALE: 1/4" = 1'-0" PLYWOOD OR BETTER WITH 15# BUILDING PAPER. • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN EXISTING DECK HAZARDOUS LOCATIONS TO BE TEMPERED PER IRC SECTION R3e8. SEE R3e5.4 FOR DEFINITION OF NOTE: LOWER FLOOR PLAN IS NOT DEPICTED. jolkLcobEc 0 HAZARDOUS AREAS. EXISTING WALL NOT ALL MAIN FLOOR WINDOWS ARE DEPICTED. PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL SEE ENGINEERING PAGES FOR SHEAR If y WITH MIN. 22" X .3e" OPENING AND 3e" UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 WALL PLANS SPECIFICATIONS NEW 2 X 4 WALL MEMBERS. CA • PROVIDE FIRE5TOP5 AT ALL APPLICABLE V-1co LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. ---------------------- OLD/REMOVED WALL rox 'j) A3 SHEET 3 OF 7 Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM <Coo s Q I I I I I I I I I I I I 3 A6 EXISTING TRUSSES IN THIS NOTE: NOT ALL EXISTING w AREA TO BE REMOVED 3 WINDOWS/HEADERS ARE Q DEPICTED. (X A6 w Qw Lu 512 SLOPE 512 SLOPE w w Q Lu LL- ROOF NOTES 0 z z • TRUSSES TO BE SPACED AT 24" O.G. UNLESS NOTED Ll0 <n OTHERWISE. JP - - - w - - - - • ROOF PITCH IS TO BE 5:12 TO MATCH EXISTING ROOF FJ LAG U55ES II l7 0 z PITCH (CONTRACTOR TO VERIFY). 4�< I STING TR - - - - - - X • ROOFING MATERIAL IS COMPOSITE SHINGLES TO �� L u, w MATCH EXISTING ROOF MATERIAL. — ��F — — — Lu - • EAVE OVERHANGS ARE 12' (TO MATCH EXISTING - II 2 w Q CONTRACTOR TO VERIFY)WITH CONTINUOUS METAL 4FTERS z GUTTER. EXISTING R I w - - - - - - 0 wz a0 o OU • RAKE OVERHANGS ON GABLE ENDS ARE Iro"" (TO Q O o z MATCH EXISTING - CONTRACTOR TO VERIFY) N = rn SUPPORTED BY 2 X 4 OUTLOOKERS @ 4'-0"" O.G. II — - — — — ( r1) Q Lo • FASCIA AND BARGE RAFTERS TO BE 5/4 X (o TO (E)RIDGE (E)RI GE � c� m MATCHING EXISTING - CONTRACTOR TO VERIFY. z Q L w • ALL BEAMS I HEADERS TO BE 4 X 8 D.F. #2 UNO. • PROVIDE SOLID BLOCKING OVER SUPPORTS. yA L� 0 < w Q Lu < U U Of • TRUSSES/RAFTERS TO BE SHEATHED WITH 1/16" CDX A6 OR OSB SHEATHING WITH 15# FELT OR BETTER. USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF GROSS VENTILATION FOR EACH - SEPARATE SPACE WHERE APPLICABLE. �Pvv4i � I I TRUSS NOTES LINE OF OLD EXTERIOR WALL • TRUSS MANUFACTURER SHALL PROVIDE DESIGN I — — — — — — — DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY TO BE AVAILABLE ON SITE FOR FRAMING II INSPECTIONS. u^� • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S .. STAMP. - - - - - - - - • ALL TRUSSES SHALL BE STORED, INSTALLED - - - - BRACED PER MANUFACTURER'S SPECIFICATIONS. • TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND/OR APPROVED ENGINEERING CALCULATIONS PROVIDED BY THE TRUSS MANUFACTURER. • ROOF TRUSSES TO BE SHEATHED WITH 1/16" CDX OR OSB SHEATHING WITH 15# FELT OR BETTER. USE I TYP. OVERHANGS. PLYWOOD SHEATHING ON ALL SOFFITED AREAS. -0 TO MATCH EXISTING. • PROVIDE ROOF CROSS VENTILATION FOR EACH I 2 X 4 OUTLOOKERS P CONTRACTOR TO 0 SEPARATE SPACE WHERE APPLICABLE.. 4"-0 O.G. TYP. VERIFY. z I ATTIC VENTILATION trio ATTIC VENTILATION REQUIRED. REFER TO IRC R80fo.1 AND R806.2. SQUARE FOOTAGE OF ATTIC SPACE FOR GARAGE fY ADDITION = 902 S.F. u c302/300 = 3.0 S.F. NET VENT AREA REQUIRED. — — — z PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS H um AT EAVE AND REMAINDER AT MIN. 3" ABOVE PLATE O LINE. OPENINGS TO BE COVERED WITH 1/8"" CORROSION U RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE NLu toVENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR 0 SPACE BETWEEN INSULATION AND ROOF SHEATHING AT Lu 0 THE LOCATION OF THE VENT. Q IL FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS ROOF FRAMING BLOCKING, WITH (3)1 1/2" DIA. HOLES AND MESH SCREEN COVERING THE HOLES, BETWEEN EACH TRUSS. LEGEND DRAWN BY JAD FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT VENTING. ROOF FRAMING PLAN NEW TRUSS SCALE 1/4" = I'-0" UNO JD JOB# 1674RE22-HANS =off EXIST. TRUSS SCALE: I/4" = I'-0" DATE 06/16/2022 NEW BEAM/HEADER EXIST. BEAM/HEADER REVISIONS NOTE: ROOF TRUSSES SHOWN IN DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. FOR TRUSS OUTLINE OF WALLS BENEATH PLACEMENT, DESIGN AND ENGINEERING REFER TO TRUSS DESIGN f SPECIFICATIONS FROM TRUSS OUTLINE OF NEW ROOF SUPPLY COMPANY. ------- HIDDEN LINE OF NEW ROOF FoR Cobb Y Off' OUTLINE{�� OOF HIDDEN �F EXISTING R NE OF EXIST. ROOF OR OVERFRAMING OR OUTLOOKERS ElEXISTING POST 4CoR� ros4 4 FIELD SHEET 4 OF 7 r COMPOSITE SHINGLES TO jd design MATCH EXISTING ROOF JIM DUNLAP 0 (360) 982-0535 TOP OF PLATE ca GARAGE ADDITION JIM@JDDESIGNDRAFTING.COM EXIST. TOP OF PLATE A HOUSE RAKE OVERHANG TO MATCH EXISTING. Q' CONTRACTOR VERIFY. T GRADE EXIST. TOP OF FLOOR 0 HOUSE TOP OF SLAB (a GARAGE ADDITION �► GARAGE ADDITION z SOUTH ELEVATION Q SCALE: 1/4" = 1'-0" W QU Z QW (n W !Y Q W Q PITCH TO MATCH EXISTING. 12 J CONTRACTOR TO VERIFY U c/) cn z_ TOP OF PLATE 0 GARAGE ADDITION x TOP OF CLERESTORY WINDOWS — — — — — — — — — — — — — — — - — — — I w li Q Z EAVE TO MATCH EXISTING. o z W z CONTRACTOR VERIFY. o 0 O W _ Q CD0 - Z � rn Q' HORIZONTAL LAP SIDING Co 6 ?�: 00 TO MATCH EXISTING o 0 Lu w u #k o � U � � J W Q o W Lu o Z Q � N Q CL TOP OF SLAB 0 GARAGE ADDITION GARAGE ADDITION EAST ELEVATION SCALE: 1/4" = 1'-0" VERTICAL SIDING TO MATCH GABLE VENT TO MATCH EXISTING GABLE SIDINGS EXISTING GABLE VENTS OVERFRAMED AREA BARGE RAFTER ; SHADOW- BOARD TO MATCH EXISTING HIGH POINT OF GARAGE ADDITION z ly PITCH TO MATCH EXISTING. Q CONTRACTOR TO VERIFY 5 � — — — — TOP OF PLATE 0 GARAGE ADDITION Z 0 U U) W io J HORIZONTAL LAP SIDING TO MATCH EXISTING 0- W DRAWN BY JAD SCALE 1/4" = 1'-0" UNo JD JOB# 1674RE22-HANS DATE 06/16/2022 FL7� 1 LA - - — — — — — - — — TOP OF SLAB � GARAGE ADDITION REVISIONS GARAGE ADDITION AVERAGE GRADE @ BUILDING OFoR cobEcO Y � : �� o� WEST ELEVATION f ro x LA5 n nzs4� SCALE: I/4" = I'-0" SHEET 5 OF 7 NEW OVERFRAMING NEW GIRDER TRUSS jd design EXISTING TRUSSES TR (aU PRE-ENG. COMMONTRUSSES 24"" O.G. JIM DUNLAP (360) 982-0535 12 PITCH TO MATCH EXISTING. JIM@JDDESIGNDRAFTING.COM CONTRACTOR TO VERIFY 5 TOP OF PLATE (a GARAGE ADDITION -rf— EXISTING STEM WALL TO BE CUT GARAGE ADDITION 2 X 4 STUDS @ 16" O.C. TYP. EXIST. GARAGE m HIGHER STEM WALL ON THIS SIDE - EXISTING CHANGE IN GONG. TO RETAIN NATURAL GRADE SLAB HEIGHT. NEW SLAB TO NEW GONG. SLAB FOLLOW HIGHER HEIGHT GRADE TOP OF SLAB @ GARAGE ADDITION O Z O BUILDING SECTION A �mm SCALE: 1/4" = 1'-0" w Q U Z Q c/) W _j NEW PRE-ENG. COMMON LL Q W TRUSSES ca 24° O.G. 0 w J C7 Z N c� Z_ co X J ll �-' LLJ O LL a z O w Z -TOP OF PLATE OR GARAGE ADDITION _� Q O O U EXIST. TOP OF PLATE (a HOUSE TOP OF CLERESTORY WINDOWS � z a- - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — 0 N = Q < Lo Q co) Q 00 cii LD u Z wcn� u U GARAGE ADDITION o T w Q Of r m i 2 X 4 STUDS 0 16"" O.G. TYP. 7 ILN QCL EXIST. TOP OF FLOOR @ HOUSE TOP OF SLAB l i O O BUILDING SECTION B - B SCALE: 1/4" = 1'-0" Z O PRE-MANUF. COMMON TRUSSES Ca 24" O.G. -0(o' GDX OR OSB SHEATHING Lu 1/2" GWB OPTION COMPOSITE ROOFING SHINGLES TO MATCH EXISTING SIDING PER ELEVATIONS 2 X 4 STUDS Ca 16° O.G. SEE DETAIL "1" FOR ADDITIONAL a -0(o' GDX OR OSB SHEATHING TYPICAL CALL-OUTS (MATCH PITCH OF EXISTING ROOF. 4' CONCRETE SLAB ON (o MIL. GARAGE DOOR CONTRACTOR TO VERIFY.) Z � ANCHOR BOLTS PER ENGINEERING VAPOR BARRIER OFFSET - VERIFY W/ SLOPE GARAGE GONG. PAD VENTED BLOCKING 12 P.T. 2 X 4 SILL PLATE 2` TOWARD GARAGE DOOR Z SLAB REINFORCEMENT PER DOOR SIZE 6 STEM WALL ENGINEERING 5 O DRIVEWAY SLAB 5/4 X (o FASCIA (MATCH 2 J W 4` MIN. COMPACTED GRANULAR FILL af GRADE EXISTING) U Q CONT. METAL GUTTER o 5 a w ° a ° - - -- � —� • rya 14 4° DIA. DOWNSPOUT TIGHTLINE / II Z ///��//�� / 11 Z_ /�A / F HOOK #4 DOWELS 43 48' � 7COMPACTEDL DRAWN BY JAD WATERPROOFING MEMBRANE I ° (MATCH EAVE OVERHANG OF FOUNDATION SIZE REINFORCEMENT O.G. INTO CENTERLINE �, 11 CONTINUE OVER FOOTING \//i//�/ ° 11 PER ENGINEERING s OF SLAB \\ \// ° (3)#4 REBAR CONT. EXISTING TYPICAL EAVE OVERHANG. I/2 GWB OPTION SCALE I/4" = I'-0" UNO \/\ •a CONTRACTOR TO VERIFY.) ol a h,�k 11 AS SHOWN DRAINAGE GRADE GRAVEL HURRICANE TIE (a EA. TRUSS JD JOB# 1674RE22-HANS - FILTER FABRIC _Jj° I/2""• ° "*- *` a • - (2)#4 REBAR CONT. GWB OPTION DATE 06/16/2022 a IN FOOTINGS -*-*- l/1(o° GDX OR OSB SHEATHING !lw!iw!i�! !iw!iw!iwiw<wiwi77 wiwiwiw!%�!%�!%< /i/i/i/i/i/i/i/i / w�w!w!w!i���i 2 X 4 STUDS I(o" O.C. REVISIONS 4° DIA. PERFORATED UNDISTURBED EARTH UNDISTURBED EARTH SIDING PER ELEVATIONS DRAIN TILE FoRCOIIEcO 1 r ��WALLDETAIL. GARAGE FOOTING DETAIL TYP. TRUSS/SAVEDETAIL SCAL3/4" = I'-0" SCALE: 3/4" = I'-O" SCALE: 3/4" ( ,4 C OA6 )PIo x Ln Se SHEET 6 OF 7 Ojd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM PRIMARY SUITE BATH Z O II _ UTILITY W QU W Q EXIST. NORTH ELEVATION Lu Qf Q Q II SCALE: 1/8" = 1'-0" J GARAGE NOTE: THERE ARE NO CHANGES TO THIS ELEVATION Q W II II DECK W GREAT ROOM STORAGE z II � X- - - - - - - - - - -- - � x Lu 0 Q z \, Z o 0 Q O oz ENTRY < Q Lo N � co a Z � W Q w LI U W Q o W U o T ~ za a- i v� Qa- EXIST. SOUTH ELEVATION SCALE: I/8" = I'-0" DINING KITCHEN O O 0 � Z � O Z � _ Q EXIST. MAIN FLOOR PLAN Q �� =off SCALE: I/4" = I'-0" (� W EXIST. WEST ELEVATION Z ad SCALE: 1/8" = 1'-0" zo I E EE N W 0 W IL a a DRAWN BY JAD SCALE I/4" = 1'-0" JNo JD JOB# 1674RE22-HANS DATE 06/16/2022 o� REVISIONS OFOR CODE CO Y o� EXIST. EAST ELEVATION ros4 7 FIELD SCALE: I/8" = I'-0" SHEET 7 OF 7 Foundation 1/8" = 1' -All new slabs are 95S. Structural Callouts© — Copyright ConstructionCalc, Inc (CCI) Headers ----------------------- 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration Default header material is Doug Fir No. 2 or better 0 PA Per Architect � j r � � ; TimKGarrisan.com * Structural Item: This item and related connectors shall be per architect/designer. Default Trimmer, use 1 2x stud' or with sawn header LUC' or with glulam header HUC each end. gofC 9 VF OverFraming-Roof ' Tim K. Garrison P.E. Default Kin Stud, opening 6-feet wide and less use 1, full height stud each end late to late. ' * Ridge: Use min., 2x6 supported with vertical kickers at 6-ft max spacing. One end of ridge may be g g g (p plate.) '' 2316 Antone Way supported on valley boards. Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) Anacortes, WA 98221 Ridge Support Kickers: max spacing= 6 ft. If bearing on roof sheathing between trusses or rafters, bear Trimmer, each end King Stud, each ; 360-708-1865 * on min., 2x4 block connected to at least two trusses or rafters. Use the following size depending on kicker Callout Min, use Alt 1 min. use Alt 2 min., use (if blank use default end(if blank use timg@timkgarrison.com length: ) above.) above. default - Length=0 to 6 ft., use 2x4 20H 2x6, "L" config 4x6 - Len 6.1 to 12 ft use 2- 2x4 or 4x4. G A� �_ � 22H 4x10 3 �� �� < � � �.• y��j Rafters: Max spacing=2 ft. Connect to ridge with face nails, or A34 clip, or hanger. Connect to valley Posts S ti �p1r * board with A34 clip. Use the following size depending on true length rafter span: - San— 0 to 7 ft., use 2x4. Default material is Doug Fir No 2 or better. x - Span— 7.1 to 10 ft, use 2x6. Default bottom connection on plate: 2, A34 with TECO or screws, or 4, 16d face nails. - San= 10.1 to 13 ft use 2x8. w Q 2M7� p Connector(ifblank R �9 Callout Min. use Alt 1 min. use Alt 2 Notes * Valley: Use min, 2x8 flat. Connect to each truss below with min., 3- 16d. min. use use default, above) 8/19/22 /( �L * Roof Sheathing: Use I IRD. 11 RD Roof Diaphragm 71 P 3- 2x4 2- 2x6 4x6 IMMI evW 24 * Shear Capacity: Good for Eh=230 plf- seismic; Eh= 322 plf- wind. Max aspect ratio = 3:1. Typ. shear wall TOP * Framing: Trusses or rafters:2x at 24"OC max. connection -framing parallel * C 1 or rim or con't blocking, NTS - -___ TKG Job No.: t22052 Overhangs: Per code and truss or I-joist manufacturers recommendations. g -�_j * Framing Connection at Support: Structural Shear Wall Callouts©— Copyright ConstructionCalc, Inc (CCI) Q=__ g0 FC Date: 8/19/22 - Where connected to shear wall, connect per shear wall callout- top of wall. Typical Shear Wall Callout Symbol L - J T Rev: R.c,6s5 oil �-_--'------------------------_--—� - Where trusses or rafters connect to beam,use H2.5, or A34 with screws, or similar, typ. I PW This symbol indicates a dedicated shear wall or panel, the type per callout below. A * Sheathing: 7/16"min., OSB or CDX plywood. Stagger joints per IBC, Case 1. Walls without this symbol, or labled 'NS" are not dedicated shear walls - use code-standard construction. AST-, �T-t5`r,om cmr Rev: * Nailin • Use 8d at 6"edges, 12"field. 3.4 Nb gL,� g• g � saEaT���r� '. Min. length of shear panel, ft. - At ledger' connect per ledger callout but never less than 8d screw or ring shank at 4 OC. S , \ If"W", construct entire Wall per this callout, with minimum individual panel lengths indicated on plan. \c5tuu4 oz * Blocking: Not required except at supports and at connections to shear walls below. ell ONM SQAuug Rev: 17 HD Holdown Conc. * General: Locate so that vertical strap portion ofholdown is connected to king stud(s)at side of opening, or Top of anchor j4�uACU Client: Mike Hanson end studs if at a corner or wall intersection. Capa- Stud Nail Edge Sill Block- wall to Top of max Architectural Design: Jim - May use either Alt 1, or Alt 2,below. city, Nails Stud Stud Nominal mat'l /Field Top plate & ing at parallel wall to spc'g, Dunlap Alt 1 -Holdown-Embedded Strap Type wind/ Sheath- or height, spac'g, stud (see spac'g @ Top plate studs unsup- framing perpen- Bottom Mud sill w/4" -rq,us5 ox 2AFTE2 * Min. Capacity: Good for 2185 lb uplift. Call- seis, ing, Sides of screws, max., max., size, std st'l Stud Plate, splice, w/edge ported or rim or dicular plate to anchor to min A'-T" OR- ,To%S t•• "Z Builder: * Holdown: Use LSTHD8 for no rim joist condition. out Eh,plf min. wall size ft. in. min. specs) spac'g,in. min. min. nail'g edges rim blk'g. framing. framing. concrete embed LTP4. C^.IT 13Lk'C7AST,, For rimjoist condition use LSTHD8RJ. Detail Detail s� u4 A34" - Apply to outside of wall sheathing for OSB or plywood shear walls. * Nails: Use 16, 16d to full-height stud as follows. O O �CF_kuk, ai. J--� * Stud: Use larger of kin stud as ec'd elsewhere or choice of 2- 2 3 or 4x. artts2 Walls and Roof Framing 1/8" = 1' g g p x, x' 2x4 or �IQAGIMGZ - Roof diaphragm is 11RD, typ. Alt 2 -Holdown-Bolt Type 6/6@24 _ To[, aF * Holdown: Use HDU2 good for 3 075 lb lift. 10 24 larger Sawn 6/12@ 16 Con't 5/8"j-bolt y g one, per Arch sheathing £ �� cc -Trusses and layout are oPA, typ. * Lags: Use 6, SDS 1/4 x 3 to full height double stud or 4x. 7/16" either Cont +blkg, or or 5/8 Anchor Bolt: If wet set,use 5/8"diameter SSTB16, or 5/8"all-thread with nut and 3"washer on 2x4 or 48 lap sheathing Titen HD, ���------III 6/12 Sawn larger 1PW 168/ OSB or side, Sd 12 16 lar 16 2- 2x w/ 10- 2x NA or A34 or H2'5, or NA w/3" 72" O s, * embedded end. Min embedment= 12". If too long to fit in footing, bend 90-degrees at bottom of footing, g @ 120 plywo- apply per Arch 16d SDWC- wshrI P�✓ � � Or maintain 3"cover at bottom of footing. 6"max 15600 M SA or od directly fi If rotohammer,use 5/8"all thread&epoxy, with 10"min concrete embedment, centered in stem wall Angle hole away from edges and ends of concrete to minnnize breakout. to studs 19 12 2x6 Sawn @ MASAP Typ. shear wall TOP connection - "S 6/12@12 max 2 2 "� 90 FC Footing, Continuous or LVL D2 framing perpendicular, NTS 3 ZCIH * Retained Height: Maximum retained height(unbalanced fill)=4'. 490/ 4/12@16 •� V * Stepping: Oka to step this footing as necessary for grade changes. All footing longitudinal rebar shall 2PW (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) NA (same) 42 PP g� Y p g rY :�' g g � 350 or @12 t/1 continue through step, okay to bend 90 degrees at direction changes. i Footing: Use min., 16"wide x 6"tall '2 Longitudinal rebar, use 2, #4 continuous, 3"from bottom. * Stemwall: Use min 6"thick. _ s� Vertical rebar, use#4 at all corners, wall ends, intersections, and at 24"OC, max, centered in wall, with N 1 2.5 �� Q � alternating 6"bends at bottom footing rebar. '1!P - Horizontal rebar, #4 top and bottom and at 24"OC max, centered. AuT'� r - At doors, stemwall may be shortened or omitted. sower i�6fleo Crawl openings 24"wide or less in step walls are permitted where no significant point loads from above S�IF eve o 4_ occur. � �.'c °y 1/F , 4 L/1 Dowel to Existing Footing: Connect new footing and stemwall to existing with 3, #4 x 30"dowels. All three dowels to be in vertical alignment at centerline of new footing. Place one dowel at mid-height of existing * footing, and two dowels into existing stemwall, approximatel 6"from top and bottom of existing stemwat J Rotohammer and epoxy with min., 6"embedment into existing. Extend 24"min into new footing. Thoroughly �'rt"t�z F,u. 14-T. clean mating surfaces of all existing concrete prior to placing new. * Drains: Install footing drams and/or downspout drams per others and as required by code. Q 95 S Slab on Grade * o i 22N N Subgrade: Use structural fill or native material, compacted to 95/o relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant. 5T6 ps �,� * No Slab Connection to Concrete Wall: Do not connect slab to concrete wall with dowels or other A,T -3 AWW structural tie. s�wc i�iion �' �Ib * Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under slab. If used,provide and install per insulation manufacturer's recommendations. * Slab Thickness: Use 4"min. May thicken at edges and use additional continuous rebar in thickend portion, though not required. * Reinforcement: Use any of the following: x - Min., #3 rebar at 24"OC, each way, centered in slab. Structural Plan - Welded wire fabric, min., W2.9, 6"x6"(6 Ga.), centered in slab. Splices overlap 8"min. TALL . °, u4� � . Fibermesh per manufacturer's recommendation, � Helix micro rebar, min., 5 lbs. per cubic yard. Q * Control Joints: Maximumrecommended spacing= 8' OC, each way. This is a non-structural item and may -X;-S14eATt4jAJd be changed or omitted by Owner or architectural designer. us C RZA7 srz.. Au tl2 5 -° w * Vapor Barrier: Suggest a min., 6 mil, plastic vapor barrier under interior slabs. This is a non-structural V�j item and may be changed or omitted by Owner or architectural designer. Av sawcfs�a� Or,co(lE Co G1T Y of 2 'bxELD S4 no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of Standard Structural perificationsO - Copwight, Tim K. Garrison, P.E. any kind_ Shoathing_'TW='walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall Table,oriented either direction_t GV1L ,k alls are dry-wvall shear walls, use per Shear Wall Table_ Structural Fill: -Structural Fill" shall be granular material c�onforilnigg bo local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger S'hoathing Joi€rts_ Use blocking behind joints if indicated in the Shear Wall Table_At garage door corners T i m K G a r r i s a n.co m BASIS OF DESIGN-APPLICABLE CODES: than pea gravel. All structural fill must be compacted per the following section_ with"2PW--and stronger shear iAmlls,no sheathing joints are alhnved within 2-feet in am,direction of said Code_ The designs herein are prepared in accordance with the 2018 ISC_ Construction shall conform-with Compaction: Place all fill materials 'in lifts not exceeding 8-inches_ Compact using mechanical vibratom,or garage door corners. the most recent buildingcode adopted b the approving jurisdiction- p �, Tim K. Garrison, P.E. p Y 1'la J impacts methods_ In paved areas and under stru�-#ures,use structural backfill compacted to 95,E relative Multiple P1v Members. 2316 Antone Way Calculations. The calculations included herein are only those required to ensure compliance with code. We compaction_ In non-pared or non-footing areas use structural backfill or native backfill minus rocks,lumps, Trimmers, i ds, Leaders_ Where more than one 2x is placed against another and used as a multiple Anacortes, WA 98221 do not intend to compute every structural element nor every load combination_ Much of our analysis is"Br' and organic matter, compacted to 92%relative compaction_ ply ling stud,trimmer, or header,connect all plies with 16d at 4"OC,staggered_ 360-708-1865 (By Inspection-) Where pipes enter and exit structures (distribution boxes,utility boxes, catch basins,manholes,etc-)use tim timk arrison.com Beams, Columns. Where more thnan one 2x, or LVL,or LSL is placed against another and used as a multiple g@ g Additions_ The project includes addition(s)s to an existing structure_All ne- materials and methods shall be structural fill around the structure_ Carefully place and compact to 95°�relative compaction under and 1� ] n( ) p1�'beam or column,connect all plies with glue and 2, 16d at 4-spacing- per current Code_ Any gravity-resisting structural element affected 5°o or more of its demand-capacity ratio around all pipes_ shall be brought up to current Code_Any lateral-resisting structural element affected 10%or more of its When roots,rocks, or other undesirable materials cause over-emavation,fill over-exc-aw'ation and compact Glue,Epoxy- lXliere specified,wood glue shall be commercial¢rode with minimum shear strength of 450 g p g per the abo ve_ psi at 28 da}Fs_ Use Liquid Nails LN-940 or similar_ Prep and apple per n anufactufer`s recommendations- demand-capacity •(JAR r ratio shall be brow ht u to current Code_ Existing structural elements affected less than1� the above need not be upgraded_ This is allowable per 2018 IEBC, Chapter 11_ Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood use_ WAS �D Foundations,Footings on Soil:All footings and foundations to bear on undisturbed existing soil or Wood and dowel shall be clean and dr, prior to epoxy installation- ABBREXT-kTIONS: structural fill_All organic and deleterious material beneath footings and foundations to be removed and A:Area IBC:I3temabanai Building Cade REF:RaPara ,not acbml replaced-vLith structural fill_Bottom of footings to be below locally prescribed frost zone,not less than 12"_ Window and Door Openings_ ' FJ- a�a�r Concrete ICF:In3�ed Concrete Forma R � I:RequfWa-% Hwder_Use minimum size as called out on Plans_All headers shall be installed-with their tall dimension �l BL>�•Inspection iF,R�- IY-e,iat:�na_F�i_to:����il�_.�:�e.�:.= ito��:lt;�bt vaa�- Slabs on Oracle. Subgrade belou��slabs shall be similar to the above- A layer of free draining material and a BRNCr Bearmg(,aaUueuEy) IRw: ;ttr a:_4=:tL_4=__:c=_LLi Cc-i=_ Rt:Rlg}rt F vertical_ If header is less than 3 inches wide�a single 2'x or single L-VQ use a flat 2x nailed to the E=Elavtic modulus or Electrical I�Kip(l,C:%: :l�s.) g:section ,], suitable�,,aper barrier(designed b} others) are recommended for all interior slabs_ - F_ agheEm. m K_-K Lamia:at_b G eneerLumber sc:see wort bottom of header in an"L'- configuration with 16d at 4"max spacing- If no header is specified,the wall is Footing Drains_ Footing drains, �Ythashed drain rock or Mira Drain or equivalent extending#o finished 8/19/22 kNVAL EC-?-:En-meerof Record LSL:Laminated StramdLum6m Sa-Storm Drain assumed non-load bearing and wall top plate may serve as the header_ Lt Left SIP:StxuebiraL Insulated Panel grade, shall be provided at the bas a of all footings and retaining wags which T0,1111 have earth placed against Ca_t is place cn NA_Not AmAmaK sx:S1m4rh them_ Footing drains shall be 4"perforated pipe routed downgrmdient to daylight, unless otherwise Tyun hers, aka.Tack Studs_ Use size(or larger)per Structural Callouts_ Concealed flange hanger of similar ="Py" &W 24 Z.:._C:Concrete Masonry unit NB:Nut B aring Sc Slab ode specified_ bearing length aril capacity maybe substituted for tritlnmer_ CC:Cauout or cleanout NIC:Not Included SPF:Spruce Pine Fir care:Concrete Gc:on Ce32er spacing S S:Sams Senw STANDARD CONCRETE: King Studs.Unless odwr�rise sho;%m on Plans use the follM%111g. These must be full-height,bottom plate to fit:c' mic'm oSB:oriented strand Bard STAR:Shear Tra around TKG Job No.: t22052 DF:Douglas Fa PCF:Pounds per cubic foot 5P:SIPS shmr wall top plate, IE diaphragm to diaphragm_ FP:Fireplace PLF:Pounds perLmEalFDot T'YP:T}�al Standard Concrete_ Concrete far footings, slabs, and�i a11s shall attain a mtmmum��strength off_ G�.�:Crgpsum shear wall Ply:Ply -Dd u-D:?� > e m,hanert:pTw_lh- 2,500 psi unless otherwise noted on Plans_-Nlinimum cement content=5 sacks per cubic yard. Maximum * Opening less Haan 6' wide-use min_,one king stud each end of header_ Date: 8/19/22 Gyp:Gypsum;uaLl board PSL:Parallel St-md Lumber UNQ:unless Q%4@pMg aperiSed elsewhere iAmter+'cement ratio shall be 0.45_All naterials shall be in accordance with ACI 318. latest edition_-Mixing * Opening 6.1' vw ide#0 9' u��ide-use m in ,two kith studs each end of header_ GIB:Glulam Bean PSF:Pormd_per Square Foat V or v:5]:aa-OW or unit shear{p p g Rev: and lacing of all concrete#o be in accordance with IBC and ACI 304, latest edition. HF:Hem Fir PSI:Prnindc per Square hrch respect_.�e_:� � _ HVAC:Heating,Ve ibh&q and Au PT:Pressure Trued 3vith presen-at we W':':` z__, :.__1-3 21 * Opening 9_1' wide to 16' wide,Use min-,three king studs each end of header_ Conditi=E PW-.PRIWODd or OM shear war VLT, _: _ :4-ire Fabric Admixtures. Industry recog niwd and approved admixtures affecting set time, flowability,and/or I:Mom=of Inertia RC:Rah±h-e Compaction waterproofing may be used prom7ded the strength and durability of the concrete is not advm. ely affDcte: �isco�ti ors Tod Piste_Where top plates are curt,omitted, or otherwise discontinuous at a header,the Rev: end of the header shall be connected to the remaining top plate beyond vLith a horizontal CS18 strap with Air Entrainment_Provide 5%air entraining in all concrete exposed to the earth or weather_ mininnnm 12-'length on the header and 12'- length on the to late beyond- may be on inside, or LII4�IIT'EIl SCOPE OF CONSULTANT'S WORK €� P P Y �P� Fly AsEn-High quality fly ash or other natural pozzolan may be used un accordance with A T C�618 with a outside of%val1_ Rev: Consultant_ The consultant iti responsible charge of the work indicated herein is Tim _ Garrison}P_E_, reduction in cement content_Any such concrete shall obtain at least the strength and doing business as Inc_,hereafter indicated as -`CGI_" correspondingAnchor Bolts- Vi Scope of Consultant's a&The scope of-work of CCI is limited to structural analysis of a garage addition durability characteristics as Standard Concrete listed above- Shear waU anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing shown Client: Mike Hanson CONCRETE RE WORCING: in the Plans but never eater than 60"OC and within 12"of ends and corners, with 3"x 3"x_ 29'- steel to an existing single-family residence_ CCI takes responsibility only for items specifically addressed in our � drawings and calculations_ Constructed items not specifically addressed herein shall be built per current Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar j for standard footings, washers, wrench tight_ Wet set anchor bolts shall have a hook or head on the embedded enc� Architectural Design: Jim building code. stem-walls- and slabs on grade shall be grade 40 (Fy=40 or better,unless otherwise specified in the g9tq hWWgMd anchor bolts at the same spacing may be used -n lieu of wet set- see specifications in Dunlap Plans_ previous section_An alternate to wet-set anchor bolts and washers may be Simpson MASA or MA.S 4P at has not analyzed any other portion of the existing building,including but not limited to: foundations, the same spacing specified for wet set anchor bolts_ Builder: beams,columns, %%As, floors, floor framing systems, rooffiaminng system,connections, etc_ Splicing,Bend All All reinforcing shall be spliced, detailed,bent_ and supported in accordance with the most recent AGI code adopted b,,,'the jurisdiction_ Pressure Treated Lumb er_ Use pressure treated lumber 'in contact with concrete and/or soil, and when CCI has not been retained to perform construction inspection_ CGI takes no liability or responsibility for directly exposed to weather. Pressure treating chemicals shall be inert or othemA ise non-reactive with metal ensuring constructed items are built in accordance rr-ith these structural analyses, and or the building code. Welded Wire Fabric_Unless otherwr-ise specified, welded v4 ire fabric (�14'WF� shall be�4'2.9,6"x6-'(6 Oa }, connectors (including nails,bolts,framing connectors, etc_) or structural steel members_ Further, CGI does not specify nor require Special Inspection per the IBC, IRC, or other local or national ATM A-185_ Splice by lapping one mesh+2" all sides_ In certain�. cam,non-pressure treated lumber may butt against concrete_ In theseqW use a layer of heavy. building codes_ Special Inspection requirements are the responsibility of the approving jurisdiction and the Coven_Pnnide the follovu' g m minium cover: asphaltic-treated construction paper bet-,wen wood and concrete Contractor- Footings and other unformed surfaces, distance from the bar to earth face...Y Blocking/Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or LOADS Formed surfaces in direct conntact,;Kith earth------2'' blocking at 8'OC max_ in joist or rafters without continuous plywood diaphragm connection on the Wp,, Follov,ing are the loads used for the subject design!analysis: Surfaces exposed to vmather------------------------1-1/ " Bolts_Unless othen%isc specified:LTse kvmhers on all bolts; tighten all bolts to a very snug wrench tight o Roof li�-e: 20 sf_ o Seisruic Factors: Ss- 1.29, S. 0.37 condition;use standard A307 bolts; for bolts itxwood, drill the same diameter hole as the bolt; far bons in P - - For slabs on grade, center the reinfarcement in the slab unless otherwise specified_ o Roof+ceiling dead, includes 3 pgfiyr o Seism.-c Des Category:"D" steel drill holes 1.`16"larger than the bolt diameter_Provide the following minimum edge distances between solar panels: 15 psf. o Wind Exposure -D-, 3-sec gust: 110 mph BOLTS AND DOWELS IN CURED CO NCR ETE: centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: o Roof snow: 25 pg o Assumed allowable soil bearing pressure: General_ This section shall apply to bolts and dowels installed in cured concrete using UVA�mw diameter bolts------------------- 3 inches o Exltenor wall dead: 10 of 2,000 psf. techniques_Minimum concrete embedment=4-inches unless otherwise specified_Minimum distance to any J--� o Interior vw-all dead: 7 Raf edge or end of concrete= 3-from hole centerline unless otherwr-ise specified_ diameter bolts------------------- 3.75 inches Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) �--I Ems#ing RfiinforeiTg. It is important that no existing rebars are drilled or curt during LqWh@UW=operations. shall be one inch. ��� V SINGLE PROJECT: Location of existing reinforcing bars may be by non-destructive methods(�,radar,or similar)_ The calculations,drawings,notes, specifications, and/or tables prepared by CCI are valid only for the Washers_ Use 3" yX229-'washers on all wood mud sill anchor bolts_ Such washers may be slotted, with Engineer shall specifically approve any bolted connection using less edge distance than shown above. CA project indicated herein These documents are not valid, are not applicable to, and shall not be used for any plate washer under the nut as allm ed by the IBC_At non-mud sill locations, smaller washers may be used_ Lag Boln. All lag bolts greater in diameter than 1;'4: shall have pilot holes prc-drilled_ Size of pilot hole in other project at am,other location Use a steel plate or malleable iron u�asher under nuts and the heads of all bolts that connect wood_ threaded portion shall be 70%of the unthreaded shank diameter(or alternatively, 90%of the root diameter CO'_%IPETE_"N-T CONSTRUCTION PERSONNEL/ SAFETY: Non-EpoxyS Use Simpson HD shown in the Plans_ These anchors be used to of the threaded portion)_Pilot hole diameter of unthreaded portion shall be the same diameter as the rna;r unthreaded shank_ resist tension loads and shear loads_� manufactamr-s recommendations_ Only competent personnel familiar with construction and safety practices germane to the project shown PRE-FAIiRICATEII FRAlII1�G CONNECTORS: herein should be employed to assemble and constnict the work Epoxy Systems_For bolts,use Simpson epoxy-tie bolt system faith ET-HP or SET lugh strength epoxy, �I Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards- with zinc plated,A307 'all-thread' bolts as shor%Am in the sketches_ For dm els, use ET-HP or SET high Manufacturer: Simpson brand 13 gpgq5p ,however anf'other nationally recognized brand may be used Contractor assumes full responsibility as bu construction methods used, safety provisions employed,and the strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in pro,,ided that they are equivalent in their ability to carry all applied loads in all orientations. strict accordance with epoxy manufacturer's recommendation- finished finished as-built condition of the structure and related s}Fs#ems_ Installation-. The Contractor shall install all prefabricated items in strict accordance I.��itl1 the manufacturer's HA 14B.DOUS NLALTERL4LLS: CONVE'NTIONAL WOOD FRAAIING: recommendations and requirements_ The load carrying capacity of the prefabricated item cannot be General Construction: Predrill all nail holes where required to avoid splitting_ Connect all wood members gr ranteed if this pion ision is not adhered to_Nails and sere tiv s u�hich rr i11 be exposed to weather shall be �I Construction may expose workers and other people on or near theaobsitt:to asbestos,lead, silica, galval=i d or stainless steel_ If installation risks cracking of wood, contact engineer for alternate nailing and • r"� Q� hydrocarbons, and/or other hazardous materials_ CGI is not an expert in these matters and hereby disclaims per the Plans and applicable building code_ 9JVhere Structural Plans do not specifically address a structural � l J p � - /or alterinaote connector. a111iability for injury or death from said exposure_ GCI recommends that a hazardous materials expert be element- construct said element per rmrlim im building code_ consulted prior to all cor��truu-#ion projects_ Framing Material-All sa%%�t1 fratnung lumber, not including beams, pasts, and columns, shall be Spruce Pine Simpson SDS Wood Screws_ Where specified,install per manufa�~turer's recommendations_ In gg� Fir,Hem Fir, or Douglas Fir-Lai Number 2 or better, unless otherwise sho���t1_All sawn wood shall these do not need pilot holes_ However,if wood is old and or very dry pilot holes may be required ba avoid IA g � O 1LATERLS AND 1IETHODS: splitting_Use length as specified in Plans but never less than required to ensure full strength have moisture content less than 25 4_ Provide and install all materials 'in accordance uwith manufacturer's requirements and recommendations. It is Simpson SD Wood Scr-%Ns_ With most Simpson connectors,Contractor may use SD9 in lieu of 10d nails, O the contractor's responsibility to ensure all field personnel understand and adhere to this_ Studs_ Studs itx exterior walls shall be,a single member(not spliced nor discontinuous from horizonrtal i� p and or D10 in lieu of 16d nails. These are pmTkrided in 1-1/2'- aria 2-1/2'-lengths. Use the length diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that coiuiect to exlenor TEMPORARY SUPPORT AND BRACING: necessary for full penetration into the members) connected- General- -Use balloon ftamu at stairwells, openings in floor diaphragms,etc_ Stud size,material, and General_ Provide adequate temporary support to all v.al.ls,roofs, beams, columns_ and floors during ma imiun length between diaphragms is shoix n in shear-a all table. PREFABRICATED WOOD PRODUCTS: rct construction. Design of same is not included herein Contractor or mimer should check all temporary- Seams and Posts_ All sawn structural beams,headers,and posts shall be Doug Fir Larch No 2 or better, Prefabricated Trusses. Where shown on the plans,all prefabricated structural roofing members shall be supporting devices with a qualified person_ Contractor shall be responsible for the adequacy-of all except where exposed to areather and specified as PT(Pressure Treated)may be Hem Fir No_ 2 or better_ designed by a certified professional engineer_The prefabricated structural roofing designer shall provide to temporary andr"or permanent support systems- gUKI&PSLs,LVLs,etc_ shall be per Prefabricated Wood Products section below- the Contractor stamped design dray ings lVith appropriate notes shoeing member sizes, forces,installation FOOTINGS,FOUNDATIONS,SLABS ON GRADE: Nails: Nails called out herein are "coimmon" sizes,M 16d, 12d, 101_ 8d_ Smaller diameter,similar length procedures, blocking, bracing, etc_ Geotucklnical Report: CGI is not aware of a geotechnical report for this project_ CCI strongly recommends nail gun nails may be substituted provided 50%more nails are used. For qSggUk if 8, 16d are called out, Engineered Wood-General_ These products must be provided, stored,and installed in accordance with that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects_ the number of similar length_131 diameter nail gm nails required is 8*1.5= 12_As another example S 16d manufacturer's recommendations-Failure to do this may void the�rarranty and diminish load carrying Soils annalysis and geotechnical engineering are not a specialty of CCI_ CCI depends on others for the nails are called out at 4"spacing,the spacing of similar length,narrog er nail gum nails shall be 4/1_5 =2._7_ capacity.Any nationally-recognized brand that meets the below specifications is acceptable. provision of soils data,, hich includes but is not limited to: allowable beam capacity, liquefaction Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Standard potential, slope stability,active and passive lateral pressures, internal friction angle,and cohesion_In the Table herein using materials designated for lateral load resistance by nationally-approved manufacturers_ absence of a geo#eclninical report CCI V01i11 make assumptions regarding soil parameters,however,CCI takes All shear vw-alls must be positively connected at top and bottom to diaphragms_ Walls not specifically called Structural out,orb"NS"are not intended as shear walls and shall be built per minimum code_ Specifications OFOR c0DECO 2 �G1T Y of 2 1bxiLDS4