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HomeMy WebLinkAboutComplete Application - Humerickhouse 24x36 Layout - Blueprint 2-16-22 TKG Sign 2-17-22PLAN AREAS MAIN FLOOR GARAGE 2,345 SQ.FT. 978 SQ.FT. COVERED ENTRY FINISHED BASEMENT 1,270 SQ.FT. TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT. 54 SQ.FT. DECK 294 SQ.FT. 70 SQ.FT.BALCONY 90 SQ.FT.BREEZEWAY CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE LAYOUT PAGE TABLE PG#TITLE A1 COVER SHEET A2 SITE PLAN A3 FOUNDATION PLAN A4 FOUNDATION PLAN GARAGE A5 FOUNDATION DETAILS A6 BASEMENT FLOOR PLAN A7 FLOOR FRAMING PLAN A8 FLOOR FRAMING DETAILS A9 MAIN FLOOR PLAN A10 MAIN FLOOR PLAN GARAGE A11 WINDOW & DOOR SCHEDULES A12 ROOF FRAMING PLAN A13 ROOF FRAMING GARAGE A14 ROOF FRAMING PLAN DETAILS A15 ROOF FRAMING PLAN DETAILS A16 ROOF FRAMING PLAN DETAILS A17 ROOF OVERVIEW A18 BUILDING SECTIONS A19 BUILDING SECTIONS A20 BUILDING SECTIONS A21 EXTERIOR ELEVATIONS A22 EXTERIOR ELEVATIONS A23 SHEARWALL INFO A24 SHEARWALL INFO A25 ENGINEERING SPECIFICATIONS A26 WA STATE ENERGY CODE A27 ENERGY CODE COMPLIANCE A1 COVER SHEET 4210 NAVIGATOR LANE, ANACORTES DESIGN INFORMATION PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - 2018 INTERNATIONAL RESIDENTIAL CODE - 2018 WASHINGTON STATE ENERGY CODE - 2018 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 1.MECHANICAL HVAC SYSTEM DRAWINGS 2.ELECTRICAL POWER DISTRIBUTION DRAWINGS 3.NATURAL GAS DISTRIBUTION DRAWINGS 4.PLUMBING DRAWINGS 5.ROOF TRUSS DRAWINGS / CALCULATIONS 6.FLOOR JOIST DRAWINGS / CALCULATIONS 7.LANDSCAPE PLANS 8.LIGHTING PLANS 9.CABINET SHOP DRAWINGS 10.CUSTOM HARDWARE / BRACKET SHOP DRAWINGS PROJECT INFORMATION PROJECT ADDRESS: PARCEL# P130298 4210 NAVIGATOR LANE ANACORTES WA 98221 THE HUMERICKHOUSE RESIDENCE 4210 NAVIGATOR LANE, ANACORTES, WA 98221 N HEIGHT RESTRICTED 14' HT. RESTRICTION MEASURED @ PROP. CORNER 1 2 4 .7 ' 3 5 .0 5 ' 1 0 0 ' 2 3 0 . 9 3 ' 2 4 5 . 9 3 ' 4 7 .7 6 '7 5 .3 4 ' 4 0 .8 9 ' r =5 1 ' 6 0 .2 ' 3 5 .0 5 ' 4 1 .7 7 ' 7 0 .9 3 ' 2 4 6 . 8 6 ' DN 4 4 . 5 ' 1 7 ' 1 8 .8 8 ' 4 6 . 1 6 ' 1 8 .9 9 ' GEO-TECH SETBACK AREA TOP OF STEEP SLOPE 80 BLDG. 30' SETBACK 78 4216 NAVIGATOR LN. LOT 3 24,388 SF LOT 2 25,096 SF BLDG. 30' SETBACK 4210 NAVIGATOR LANE B L D G . 3 0 ' S E T B A C K 4206 NAVIGATOR LANE LOT 1 15' STORM D RA IN EA S EME N T 1 5 ' S T O R M D R A I N E A S E M E N T 20' ACCESS EASEMENT 2 5 ' P R I V A T E U T I L I T Y &A C C E S S E S M T D E D I C A T E D I N S P -0 5 -0 0 6 A F #2 0 1 0 0 9 2 1 0 0 5 2 . 2 0 ' S E T B A C K 3 0 ' S T R E E T S E T B A C K 30' S E T B A C K HEIGHT RESTRICTED HEIGHT RESTRICTED HEIGHT RESTRICTED 14' HT. RESTRICTION MEASURED @ PROP. CORNER 14' HT. RESTRICTION MEASURED @ PROP. CORNER 1 0 ' S E T B A C K 1 0 ' S E T B A C K 1 0 ' S E T B A C K 1 0 ' S E T B A C K 1 0 ' S E T B A C K 1 0 ' S E T B A C K 1 0 ' S T O R M D R A I N E A S E M E N T VCMS LANDSCAPING MAINTAINED BY HOA 3 0 ' S E T B A C K 100' OH W M S E T B A C K 1100 90 8 0 7 0 7674 82 84 86 88 90 92 94 96 98 100 102 102.0' ELV. DRIVEWAY = 20% SLOPE 72 16 % SLOPE 9,950 SQ.FT. = AREA BELOW 200' OHWM 25% = 2,487 SQ.FT. MAX COVERAGE DECK 96 94 92 98 GARAGE FLOOR @ 96.0' MAIN FLOOR @ 94.0' DAYLIGHT @ 83.0' SFR FE R RY VIE W G U E M E S I S L A N D V I E W 2 0 0 ' O H W M S E T B A C K DRIVEWAY 1,793 SQ.FT. STEPS STEPS R E T A I N I N G W A L L N A V I G A T O R L A N E R O C K E R Y R O C K E R Y EVERGREEN TREE LANDSCAPE LEGEND LAWN / LANDSCAPED AREA CONCRETE DRIVE MULCH - PLANTING BED DECIDUOUS TREE SHRUBS / PLANTINGS REQUIRED LANDSCAPING CALCULATIONS LOT SIZE:7,739 FT.25,096 FT.SITE AREA 20% OF SITE TO BE LANDSCAPED (PER AMC TABLES 19.42.020-030 20% R2A ZONE 5,019 SQ.FT REQUIRED 19,896 PROVIDED COMPLIANCE WITH AMC CH. 16.50 TREE PRESERVATION TREE UNIT CREDITS REQUIRED = 25 TREE UNIT CREDITS PROVIDED (2) NEW DECIDUOUS TREES (MIN. 2" CALIPER @ 6" ABOVE GROUND) (23) NEW EVERGREEN TREE (6' IN HEIGHT) NUMBER OF REQUIRED STREET TREES 1 PER 30' OF FRONTAGE 33.95' LINEAL FEET OF FRONTAGE = 1 STREET TREES REQUIRED LOT SIZE : 25,096 SQ.FT. ACTUAL BUILDING COVERAGE = 2,440 SQ.FT. PARCEL # 130298 ADDRESS: 4210 NAVIGATOR LANE, ANACORTES WA 98221 OWNER: DAVID HUMERICKHOUSE LOT INFORMATION AREA WITHIN 200' OHWM : 9,950 SQ.FT. MAX LOT COVERAGE 25% = 2,487 SQ.FT. CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 1" = 10' A2 SITE PLAN 4210 NAVIGATOR LANE, ANACORTES 9'-3"8'-6"9'-3" 10'-9 1/2" 10'-9 1/2"2'-2 3/4" 10'-9 1/4" 8'-2" 2'-7 1/4" 10'-0 3/4" 10'-5 1/2"16'-6 1/2"20'-0" 26'-0" 24'-0" 4'-0" 39'-0" 45'-5 1/2" 3'-4" 14'-0" 2'-0" 11'-0"9'-0" 28'-0" 17'-0" 8'-11" 11" 10'-0"17'-0"13'-10" 21'-2" 7 ' - 1 " 3'-9 1/2" 2'-0" 16'-0" 1 6 '-0 " 53'-11" 87'-9 1/2" 47'-0" 30'-10" 5'-9 1/2" 11'-2" 12'-0" 8'-2 1/2" 2'-9" 1'-6" 2'-10" 1'-6" 6'-11 1/2" 1'-6" 4'-1 1/2" 7'-4"16'-0"11'-1 1/2"1'-6"16'-7"9'-5 1/2" 1'-6" 6'-2 1/2" 1'-6" 21'-2 1/2" 11'-1 1/2" 16'-7"1'-6"10'-7 1/2" 18'-1"10'-0 1/2"11'-7" 12'-0 3/4" 4'-2" 3'-0" 0'-3" 3'-0" 2'-9" 3'-0" 0'-3" 3'-0" 2 '-7 " 6 '-0 " 7 '-5 " 3'-9"3'-0" 0'-3" 3'-0" 0'-3" 3'-0"3'-9" 9' -0" 9'-3" 2'-9" 9'-3" 2'-4 1/2" SLOPE GARAGE FLOOR 1 A5 1 A5 1 A5 1 A51 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 5A A5 5A A5 5A A5 5A A5 2 A5 2 A5 2 A5 2 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 17HD 17HD 17HD 18HD 18HD 17HD 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT IS STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. 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. REINFORCEMENT: USE ANY OF THE FOLLOWING: MIN., #3 REBAR AT 24" OC, EACH WAY, CENTERED IN SLAB. WELDED WIRE FABRIC, MIN., W2.9, 6"X6" (6 GA.), CENTERED IN SLAB. SPLICES OVERLAP 8" MIN. FIBERMESH PER MANUFACTURER'S RECOMMENDATION. HELIX MICRO REBAR, MIN., 5 LBS. PER CUBIC YARD. CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING = 8' OC, EACH WAY. THIS IS A NON- STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. VAPOR BARRIER: SUGGEST A MIN., 6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS. THIS IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. 95S - SLAB95S - SLAB ALT 1 – HOLDOWN – EMBEDDED STRAP TYPEALT 1 – HOLDOWN – EMBEDDED STRAP TYPE MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.  FOR RIM JOIST CONDITION USE LSTHD8RJ. NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. ALT 2 – HOLDOWN – BOLT TYPE ALT 2 – HOLDOWN – BOLT TYPE HOLDOWN: USE HDU2. LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 17 HD - HOLDOWN - EMBEDDED STRAP TYPE17 HD - HOLDOWN - EMBEDDED STRAP TYPE HOLDOWN: USE HDU11. GOOD FOR 9335 LB. STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER. ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 24". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR. 18 HD - HOLDOWN - BOLT TYPE18 HD - HOLDOWN - BOLT TYPE WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. WSW SITS ON WSW-MSK  KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW. ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL. CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS. CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW. AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT. 8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT:  FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW. ALIGNMENT: ALIGN WITH 8A SW ABOVE. POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT COME WITH THE WSW. ALSO USE WSW-TOW PLATE ON OUTSIDE. THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW. 8BSW - SIMPSON WOOD SHEARWALL8BSW - SIMPSON WOOD SHEARWALL GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" 9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" 10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS 4" CONCRETE SLAB - 890 SQ.FT. DOOR BUCK OUT DOOR BUCK OUT 4" CONCRETE SLAB - 78 SQ.FT. 4" CONCRETE SLAB - 357 SQ.FT. 4" CONCRETE SLAB - 598 SQ.FT. 24" X 24" X 8" WITH (3) #4 EW POST FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING 4" CONCRETE SLAB - 1,236 SQ.FT. THICKENED SLAB FOOTING THICKENED SLAB FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING SIM. 8BSW 9BSW 10BSW LI N E O F D E C K A B O V E FOUNDATION PLAN OPTIONAL LANDSCAPE RETAINING WALL -TBD OPTIONAL LANDSCAPE RETAINING WALL -TBD SIDEWALK FEATURE TBD. CONCRETE STEPS FRAMED STEPS OPTIONAL LANDSCAPE RETAINING WALL -TBD GARAGE APRON - SIZE AND CONFIGURATION TBD. 4" CONCRETE SLAB - 23 SQ.FT. 4" CONCRETE SLAB - 54 SQ.FT. FRAMED LANDING PLANTERPLANTER FOUNDATION NOTES TYPICAL FOUNDATION BOLT 2 X 6 WALL TYPICAL FRAMED WALL 7/16 OSB 3" X 3" X .25" BEARING PLATE 5/8" X 12" ANCHOR BOLT TYP. FOUNDATION WALL TYPICAL FOUNDATION BOLT PLACEMENT 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2.GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS (ON THE EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET. 3.IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED. 4.FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12 INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND FREEZES IN WINTER) OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD HAVE A MINIMUM WIDTH OF 12". 5.TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR THE BOTTOM OF THE FOOTING IS THAT IT IS LEVEL. EXCEPTION: IF BUILDING ON A SLOPED GRADE, YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE). 6.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16" X 24". WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THEN 16" X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. 7.FOUNDATION VENTS - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTIONSEE SHEARWALL TABLE FOR SILL PLATE CONNECTION TO FOUNDATION.TO FOUNDATION. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. 12" MAXIMUM 9" MINIMUM FROM END OF PLATE MINIMUM OF (2) BOLTS PER PIECE FOR SPACING SEE SHEARWALL SCHEDULE 1/4" = 1' CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J.SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A3 FOUNDATION PLAN 4210 NAVIGATOR LANE, ANACORTES 22 2/16/22 FOUNDATION NOTES TYPICAL FOUNDATION BOLT 2 X 6 WALL TYPICAL FRAMED WALL 7/16 OSB 3" X 3" X .25" BEARING PLATE 5/8" X 12" ANCHOR BOLT TYP. FOUNDATION WALL TYPICAL FOUNDATION BOLT PLACEMENT 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS (ON THE EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET. 3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED. 4. FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12 INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND FREEZES IN WINTER) OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD HAVE A MINIMUM WIDTH OF 12". 5. TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR THE BOTTOM OF THE FOOTING IS THAT IT IS LEVEL. EXCEPTION: IF BUILDING ON A SLOPED GRADE, YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE). 6. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16" X 24". WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THEN 16" X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. 7. FOUNDATION VENTS - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 8. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTIONSEE SHEARWALL TABLE FOR SILL PLATE CONNECTION TO FOUNDATION.TO FOUNDATION. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. 12" MAXIMUM 9" MINIMUM FROM END OF PLATE MINIMUM OF (2) BOLTS PER PIECE FOR SPACING SEE SHEARWALL SCHEDULE 9'-3"8'-6"9'-3" 10 ' - 0 3 / 4 " 10'-5 1/2"16'-6 1/2"20'-0" 13 ' - 0 " 26 ' - 0 " 24 ' - 0 " 4' - 0 " 23'-0" 39 ' - 0 " 45 ' - 5 1 / 2 " 3' - 4 " 14'-0" 2'-0" 3'-0" 11'-0"9'-0" 28 ' - 0 " 17 ' - 0 " 3'- 9 1 / 2 " 2' - 0 " 16 ' - 0 " 53 ' - 1 1 " 87 ' - 9 1 / 2 " 47'-0" 5' - 9 1 / 2 " 11'-2" 12'-0"2' - 9 " 1' - 6 " 2' - 1 0 " 1' - 6 " 6' - 1 1 1 / 2 " 1' - 6 " 4' - 1 1 / 2 " 7'-4"16'-0"11'-1 1/2"1'-6"16'-7"9'-5 1/2" 1' - 6 " 6' - 2 1 / 2 " 1' - 6 " 21 ' - 2 1 / 2 " 11 ' - 1 1 / 2 " 18'-1"10'-0 1/2"11'-7" 12 ' - 0 3 / 4 " 9' - 0 " 2' - 4 1 / 2 " 9' - 3 " 1' - 4 1 / 2 " 2' - 4 1 / 2 " 9' - 3 " 2' - 9 " 9' - 3 " 2' - 4 1 / 2 " SLOPE GARAGE FLOOR SLOPE GARAGE FLOOR 1 A5 1 A5 1 A5 1 A51 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 A5 5A A5 A5 5A A5 5A A5 5A A5 5A A5 5A A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 7 A5 5A A5 5A A5 5A A5 5A A5 2 A5 2 A5 2 A5 2 A5 2 A5 2 A5 2 A5 2 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 17HD 17HD 17HD 8 A4 8 A4 8 A4 8 A4 SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT IS STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. 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. REINFORCEMENT: USE ANY OF THE FOLLOWING: MIN., #3 REBAR AT 24" OC, EACH WAY, CENTERED IN SLAB. WELDED WIRE FABRIC, MIN., W2.9, 6"X6" (6 GA.), CENTERED IN SLAB. SPLICES OVERLAP 8" MIN. FIBERMESH PER MANUFACTURER'S RECOMMENDATION. HELIX MICRO REBAR, MIN., 5 LBS. PER CUBIC YARD. CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING = 8' OC, EACH WAY. THIS IS A NON- STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. VAPOR BARRIER: SUGGEST A MIN., 6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS. THIS IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. 95S - SLAB95S - SLAB ALT 1 – HOLDOWN – EMBEDDED STRAP TYPEALT 1 – HOLDOWN – EMBEDDED STRAP TYPE MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.  FOR RIM JOIST CONDITION USE LSTHD8RJ. NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. ALT 2 – HOLDOWN – BOLT TYPE ALT 2 – HOLDOWN – BOLT TYPE HOLDOWN: USE HDU2. LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 17 HD - HOLDOWN - EMBEDDED STRAP TYPE17 HD - HOLDOWN - EMBEDDED STRAP TYPE HOLDOWN: USE HDU11. GOOD FOR 9335 LB. STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER. ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 24". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR. 18 HD - HOLDOWN - BOLT TYPE18 HD - HOLDOWN - BOLT TYPE WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. WSW SITS ON WSW-MSK  KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW. ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL. CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS. CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW. AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT. 8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT:  FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW. ALIGNMENT: ALIGN WITH 8A SW ABOVE. POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT COME WITH THE WSW. ALSO USE WSW-TOW PLATE ON OUTSIDE. THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW. 8BSW - SIMPSON WOOD SHEARWALL8BSW - SIMPSON WOOD SHEARWALL GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" 9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS9BSW / 9ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" 10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS10BSW / 10ASW - SIMPSON STRONG WALL SB - UPPER AND LOWER LEVELS 4" CONCRETE SLAB - 890 SQ.FT. DOOR BUCK OUT DOOR BUCK OUT DOOR BUCK OUT 4" CONCRETE SLAB - 78 SQ.FT. 4" CONCRETE SLAB - 357 SQ.FT. 4" CONCRETE SLAB - 598 SQ.FT. THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING THICKENED SLAB FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING 24" X 24" X 8" WITH (3) #4 EW POST FOOTING SIM. FOUNDATION PLAN OPTIONAL LANDSCAPE RETAINING WALL -TBD OPTIONAL LANDSCAPE RETAINING WALL -TBD SIDEWALK FEATURE TBD. CONCRETE STEPS FRAMED STEPS OPTIONAL LANDSCAPE RETAINING WALL -TBD GARAGE APRON - SIZE AND CONFIGURATION TBD. 4" CONCRETE SLAB - 23 SQ.FT. 4" CONCRETE SLAB - 54 SQ.FT. FRAMED LANDING GARAGE APRON - SIZE AND CONFIGURATION TBD. LANDSCAPE RETAINING WALL -TBD PLANTERPLANTER 8" 18 " 2'-0" 1'-0" (3) GRADE 40 #4 REBAR EACH WAY (3) GRADE 40 #4 REBAR VERT. HOOKS 12" SONO-TUBE ABU66 POST BASE 6 X 6 P.T. POST 18 " M I N . B E L O W G R A D E SCALE: 1" = 1' PPOOSSTT FFOOOOTTIINNGG88 CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE A4 FO U N D A T I O N P L A N GA R A G E 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 2/16/22 22 16" 4" 6"10" 10" A RETAINED HEIGHT WALL POSITION FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING BLOCK SPACING VERTICAL REBAR HORIZ. REBAR FOOTING TRANSV. FOOTING CONT. B C D E F G W X Y Z 0' - 4' 4' 1"- 6' 6' 1" - 8' 8' 1" - 10' ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * REBAR MINIMUM GRADE 60. * CONCRETE MINIMUM fc 2500 psi GENERAL NOTES: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF E TOE C D B HEEL 3" V (EXT. WALLS ONLY) FLOOR JOISTS 3/4" SUBFLOOR W X Y MIN LAP SPLICE = 24" CRAWLSPACE 1/2" SHEETROCK R-21 INSULATION 7/16 OSB SIDING MATERIAL NAILS OR SCREWS 2" OC. STGGD Z 4" PERF. DRAIN ROCK SIMPSON HANGER EQ.EQ. WA L L H E I G H T A RETAINED HEIGHT WALL POSITION FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING ** BLOCK SPACING VERTICAL REBAR HORIZ. REBAR FOOTING TRANSV. FOOTING CONT. B C D E F G W X Y Z 0' - 4' 4' 1"- 6' 6' 1" - 8' 8' 1" - 10' GENERAL NOTES: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF E TOE C D B HEEL 3" 6" M I N . FLOOR JOISTS W NOT TO SCALE BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM CRAWLSPACE A35 TYP. ONLY REQ IF A > 4' 4" PERF. DRAIN ROCK 4" TIGHTLINE EQ.EQ. WA L L H E I G H T NOT TO SCALE BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM G NAILS IN BLOCKING SLAB OR FILL - SEE NOTE # 1 A RETAINED HEIGHT WALL POSITION FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING ** BLOCK SPACING VERTICAL REBAR HORIZ. REBAR FOOTING TRANSV. FOOTING CONT. B C D E F G W X Y Z 0' - 4' 4' 1"- 6' 6' 1" - 8' 8' 1" - 10' GENERAL NOTES: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF E TOE 18" MIN. 2 X 6 WALL 12" MIN. PONY WALL 2" CLR. C D B HEEL 3" A 6" MIN. W X CRAWLSPACE A UNBALANCED HEIGHT WALL POSITION 4" PERF. DRAIN ROCK 4" TIGHTLINE WA L L H E I G H T NOT TO SCALE CANT. RETAINING WALL - TOP OF WALL IS CANT. RETAINING WALL - TOP OF WALL IS NOTNOT CONNECTED TO FLOOR DIAPHRAGM CONNECTED TO FLOOR DIAPHRAGM 24" MIN. FOR 10' WALL FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING ** BLOCK SPACING VERTICAL REBAR HORIZ. REBAR FOOTING TRANSV. FOOTING CONT. B C D E F G W X Y Z 0' - 4' 4' 1"- 6' 6' 1" - 8' 8' 1" - 10' ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * REBAR MINIMUM GRADE 60. * CONCRETE MINIMUM fc 2500 psi GENERAL NOTES: * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF E TOE 2 X 6 WALL NO FLOOR WITHIN 12" 2" CLR. C D B HEEL 3" * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. W X Y MIN LAP SPLICE = 24" * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. 7/16 OSB SIDING MATERIAL Z 4" PERF. DRAIN ROCK 4" TIGHTLINE WA L L H E I G H T (S E E F O U N D A T I O N P L A N , S U B J E C T T O G R A D E ) * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF NOT TO SCALE RETAINING WALL - WALL HAS FILL ON INSIDERETAINING WALL - WALL HAS FILL ON INSIDE 4" SLAB * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * REBAR MINIMUM GRADE 60. * CONCRETE MINIMUM fc 2500 psi 8' 1" - 10' R-10 FOAM R-10 @: - BASEMENT PERIMETER ABOVE GRADE AREAS - CONDITIONED AREA SLAB ON GRADE 24" MIN. (JOISTS PARRALLEL ONLY) EXT. WALLS ONLY OPTIONAL 4" SLAB (GARAGE, PATIO) OPTIONAL 4" SLAB (GARAGE, PATIO) 6" M I N . (EXT. WALLS ONLY) CENTERED 18"6"6"72"NOT REQUIRED #4 @ 24"#4 @ 24"N/A (2) # 4 48"#4 @ 24"#4 @ 24"#4 @ 24"(2) # 45"24"8"6"56" 28"#4 @ 16"#4 @ 16"(3) # 46"32"10"8"28" 18"#5 @ 14"#5 @ 14"(4) # 48"42"10"8"18" ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * REBAR MINIMUM GRADE 60. * CONCRETE MINIMUM fc 2500 psi IF JOISTS PARALLEL - INSTALL "G" BLOCKING IN (2) BAYS. - SCREWS OR NAILS 3" O.C. THRU SUBFLOOR CENTERED 18"6"6"72"NOT REQUIRED #4 @ 24"#4 @ 24"N/A (2) # 4 48"#4 @ 24"#4 @ 24"#4 @ 24"(2) # 45"24"8"6"56" 28"#4 @ 18"#4 @ 16"#4 @ 16"(3) # 46"32"10"8"28" 18"#5 @ 18"#5 @ 14"#5 @ 14"(4) # 48"42"10"8"18" * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. FILL OVER FOOTING IN CRAWLSPACE WHEN NO SLAB IS NEEDED. 48"10"8" SCREENED 2" PVC WEEP HOLES 6' O.C. CENTERED 18"6"6"SEE SHEARWALL #4 @ 24"#4 @ 24"N/A (2) # 4 SEE SHEARWALL #4 @ 24"#4 @ 18"#4 @ 18"(3) # 4524"8"6" SEE SHEARWALL SEE SHEARWALL #5 @ 11"#5 @ 11"(4) # 4736"10"8" NOT REQUIRED NOT REQUIRED #5 @ 9"#5 @ 9"(4) # 58" NOT REQUIRED NOT REQUIRED 0' - 4' 48"10"8" CENTERED 18"6"6"SEE SHEARWALL #4 @ 24"#4 @ 24"N/A (2) # 4 #4 @ 24"#4 @ 18"#4 @ 18"(3) # 43"24"8"6" #5 @ 11"#5 @ 11"(4) # 46"36"10"8" #5 @ 9"#5 @ 9"(4) # 58" SEE SHEARWALL NOT REQUIRED SEE SHEARWALL SEE SHEARWALL NOT REQUIRED NOT REQUIRED NOT REQUIRED FILL OVER FOOTING IN CRAWLSPACE WHEN NO SLAB IS NEEDED. NOTE #1 NOTE #1 RETAINED HT. (A) RETAINED HT. (A)FILL REQUIRED 0' - 4' 5' - 6' 7' - 8' 9' - 10' NONE 12" 18" 24" FILL REQUIRED 0' - 4' 5' - 6' 7' - 8' 9' - 10' NONE 12" 18" 24" FILL OVER FOOTING IN CRAWLSPACE WHEN NO SLAB IS NEEDED. NOTE #1 RETAINED HT. (A)FILL REQUIRED 0' - 4' 5' - 6' 7' - 8' 9' - 10' NONE 12" 18" 24" SLAB OR FILL - SEE NOTE # 1 18" MIN. BELOW GRADE A 18" MIN. BELOW GRADE LENGTH OF VERT. REBAR @ BOT. L BEND V 6" 6" 8" 8" LENGTH OF VERT. REBAR @ BOT. L BEND V 6" 6" 8" 8" LENGTH OF VERT. REBAR @ BOT. L BEND V 6" 6" 8" 8" LENGTH OF VERT. REBAR @ BOT. L BEND V 6" 6" 8" 8" 11 22 33 44 #4 @ 18" #5 @ 18" #4 @ 18" #5 @ 18" #4 @ 18" #5 @ 18" IF JOISTS PARALLEL - INSTALL "G" BLOCKING IN (2) BAYS. - SCREWS OR NAILS 3" O.C. THRU SUBFLOOR 3/4" SUBFLOOR 1/2" SHEETROCK R-21 INSULATION 7/16 OSB SIDING MATERIAL X YZ SLAB OR FILL - SEE NOTE # 1 R-10 @: - CONDITIONED AREA SLAB ON GRADE VV V MIN LAP SPLICE = 24" 4" TIGHTLINE EXT. WALLS ONLY A 18" MIN. BELOW GRADE (S E E F O U N D A T I O N P L A N , S U B J E C T T O G R A D E ) (S E E F O U N D A T I O N P L A N , S U B J E C T T O G R A D E ) (S E E F O U N D A T I O N P L A N , S U B J E C T T O G R A D E ) MIN LAP SPLICE = 24" 7/16 OSB SIDING MATERIAL YZ 6 MILL VB IF NO SLAB R-10 FOAM W/ 10 MIL VB UNDER, MIN. 1 X 4 P.T. EXPANSION JNT. R-10 @: - CONDITIONED AREA SLAB ON GRADE 6 MILL VB IF NO SLAB R-10 FOAM W/ 10 MIL VB UNDER, MIN. 1 X 4 P.T. EXPANSION JNT. R-10 @: - CONDITIONED AREA SLAB ON GRADE 6 MILL VB IF NO SLAB R-10 FOAM W/ 10 MIL VB UNDER, MIN. 1 X 4 P.T. EXPANSION JNT. R-10 FOAM W/ 10 MIL VB UNDER, MIN. 1 X 4 P.T. EXPANSION JNT. 1/2" SHEETROCK R-21 INSULATION (WHERE NEEDED) 2 X TREATED PLATE 2 X WALL 1/4" X 3 1/2" DRIVE RAWL 48" O.C. SCALE: 1" = 1' TTHHIICCKKEENNEEDD FFOOOOTTIINNGG (2)GRADE 40 #4 REBAR 66 GENERAL NOTES: * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. A UNBALANCED HEIGHT WALL POSITION FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING ** BLOCK SPACING VERTICAL REBAR HORIZ. REBAR FOOTING TRANSV. FOOTING CONT. B C D E F G W X Y Z 0' - 4' ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * REBAR MINIMUM GRADE 40. * CONCRETE MINIMUM fc 2500 psi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ednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A5 FOUNDATION DETAILS 4210 NAVIGATOR LANE, ANACORTES 2/17/22 22 PLAN AREAS MAIN FLOOR GARAGE 2,345 SQ.FT. 978 SQ.FT. COVERED ENTRY FINISHED BASEMENT 1,270 SQ.FT. TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT. 54 SQ.FT. DECK 294 SQ.FT. 70 SQ.FT.BALCONY 90 SQ.FT.BREEZEWAY W 4 9 - 3 0 5 0 W 4 8 - 3 0 5 0 W 4 7 - 3 0 5 0 W 4 6 - 3 0 5 0 W52-3060 W51-3060 W50-3060 D13- 6 0 8 0 D17-3068 D23-2868 D24-5068 D25-2868 D26-3068 D27- 2 6 6 8 D28-3068 D29-2868 D14-5068 D1 5 - 2 8 6 8 UP 3'-11 1/2" 10' - 1 0 " 4' - 0 " 2' - 1 " 7'-6" 11'-3" 6 ' - 5 " 8' - 1 " 2' - 1 " 5' - 0 " 7' - 4 1 / 2 " 4' - 1 " 6'-0" 7'-6"8'-3 1/2" 5'-0"3'-0" 8' - 1 " 27'-0"20'-0"10'-0" 11'-0"9'-0" 4' - 0 " 16 ' - 0 " 15 ' - 0 " 17'-0"13'-10"3'-6"19'-3" 10'-0" 8' - 1 1 " 17 ' - 0 " 28 ' - 0 " 17 ' - 0 " 45 ' - 0 " 57'-0" 28 ' - 0 1 / 2 " 8' - 2 1 / 2 " 3' - 6 1 / 2 " 8' - 1 1 1 / 2 " 6' - 1 1 / 2 " 9' - 0 " 54 ' - 1 0 1 / 2 " 26'-0" 12 ' - 8 " 6'-1 1/2" 0'-9" 4'-6"7'-9 1/2" 4'- 2 " 3'- 0 " 0'- 3 " 3'- 0 " 2'- 9 " 3'- 0 " 0'- 3 " 3'- 0 " 2'-7" 6'-0" 7'-5" 3'-9"3'-0" 0'-3" 3'-0" 0'-3" 3'-0"3'-9" 12'-3"9'-11" 8' - 4 1 / 2 " 8' - 1 " 4' - 0 " 13'-8" 16'-6 1/2"10'-5 1/2" 21 ' - 0 1 / 2 " 11'-9" 5'-6" 16'-6 1/2" 2'-9"2'-11 1/2"4'-6"11'-6" 5'-10 " 6 ' - 8 1 / 2 " 9'-1 1 / 2 " 9'- 9 " 6'-11 1/2" 30'-10"22'-9" 53'-7" 90° 647 SQ FT 191 SQ FT 407 SQ FT 158 SQ FT 231 SQ FT 46 SQ FT 174 SQ FT 85 SQ FT 13 SQ FT 298 SQ FT 73 SQ FT 20 SQ FT STORAGE / BONUS BEDROOM #1 REC ROOM BEDROOM #3 BEDROOM #2 HALL BATH CLOSET BASEMENT FLOOR PLAN STORAGE / BONUS CLOSET CLOSET UTILITY AREA LINEN BATH REFER. MI C R O W A V E KI T C H E N E T T E 17HD 17HD 70P70P 70P70P 70P70P 70P70P 70P70P 72P72P 72P72P 72P72P 72P72P 70P70P 70P70P 70P70P 76P76P 76P76P 72P72P 72P72P 76P76P 72P72P 70P70P 76P76P 76P76P 76P76P 72P72P 78M78M78M78M 75P75P 75P75P 75P75P 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 21H RO 21H RO 21H RO 21H RO 21H RO 21H RO 21H 96" 21H 96" 21H 96" 21H 96" 21H 96" 21H 96" 25H 96" 25H 96" 25H 96" 25H 96" SMOKE DET. 11 SMOKE DET. 11 SMOKE DET. 11 22 22 22 22 44 55 55 55 50 CFM MIN V.T.O. 1010 50 CFM MIN V.T.O. 1010 SMOKE DET. 11 CO DET. 10' CEILING 10' CEILING 10' CEILING 10' CEILING 72P72P 17HD 18HD 18HD SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED,  APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, OR 7/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL. SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED,  APA STURD-I-FLOOR, MIN., 19/32" THICK. MAY BE OSB OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR #9 SCREWS, AT 6" EDGES, 12" FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW. 12FD - FLOOR DIAPHRAGM12FD - FLOOR DIAPHRAGM LEDGER: USE MIN., 2X, PT LEDGER AT LEAST AS TALL AS JOISTS. LEDGER CONNECION: CONNECT TO RIM WITH 2, SDS OR LEDGERLOK AT MAX., 12" OC AND WITHIN 3" OF ENDS AND SPLICES. SDS OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM. JOIST CONNECTION: CONNECT JOIST TO LEDGER WITH U OR LU HANGER (NOT LUS), ALL HOLES FILLED WITH GALV TECO OR SIMILAR NAILS, OR SCREWS - SIMPSON SD9 OR SIMILAR. 81L - LEDGER - DECK JOISTS TO RIM81L - LEDGER - DECK JOISTS TO RIM MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 78M - MULLION78M - MULLION WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW. ALIGNMENT: ALIGN WITH 8A SW ABOVE. POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT COME WITH THE WSW. ALSO USE WSW-TOW PLATE ON OUTSIDE. THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION:BOTTOM CONNECTION: WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW. 8BSW - SIMPSON WOOD SHEAR WALL8BSW - SIMPSON WOOD SHEAR WALL GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" 9BSW - SIMPSON STRONG WALL SB9BSW - SIMPSON STRONG WALL SB GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" 109BSW - SIMPSON STRONG WALL SB109BSW - SIMPSON STRONG WALL SB ALT 1 – EMBEDDED STRAP TYPE MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.  FOR RIM JOIST CONDITION USE LSTHD8RJ. NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. ALT 2 – BOLT TYPE  USE HDU2. LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 17 HD - HOLDOWN17 HD - HOLDOWN HOLDOWN: USE HDU11. GOOD FOR 9335 LB. STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER. ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 24". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR. 18 HD - HOLDOWN18 HD - HOLDOWN 14 F F S T R A P 14 F F S T R A P BEARING WALL BEARING WALL BEARING WALL BE A R I N G W A L L BEARING WALL FULLY SHEET-ROCKED WALLS AND CEILING AND FIRE TAPED. FULLY SHEET-ROCKED WALLS AND CEILING AND FIRE TAPED. 8BSW 9BSW 10BSW POST SCHEDULE CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXP HEADER SCHEDULE DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER 2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END. DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.) DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)   CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK USE DEFAULT ABOVE.) KING STUD, EACH END (IF BLANK USE DEFAULT ABOVE.) 19H 2, 2X10 4X10 6X8 20H 2X6, "L" CONFIG 4X6 21H 2X10, "L" CONFIG 2- 2X8 4X8 22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST.  UPPER MULLIONS TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS. 23H 6X12 5.5X7.5 GLULAM 2 24H 6X8 4X10 2 25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS EACH END.  CONNECT MULLIONS WITH 2, A35 AND SCREWS. 26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT CALLOUT.  27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS ONLY 28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6 TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE 33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2, PSQ418, WITH 2" SDS OR SIMILAR SCREWS. 20H 80" 20H 80" HEADER CALLOUT HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH OPENING OF DOOR OR ADJACENT DOOR. TYPICAL HEADER FRAMING HEADER LESS THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER LESS THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER WINDOW W/ 6" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE CONCEAL FLANGE HANGER EA. SIDE WINDOW W/ 3" POST HEADER MORE THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER MORE THAN 5' CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE A6 BA S E M E N T F L O O R PL A N GENERAL NOTES 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. 4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 20 MIN. FIRE RATED DOOR. FLOOR PLAN NOTES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 1 2 SHELF AND HANGING ROD. BUILT IN SHELVES.3 CABINET - OWNER / CONTRACTOR TO VERIFY.4 EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. 5 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6 F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. 7 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. 8 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 9 TEMPERED GLASS 16 MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 10 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- STRIPPED OR SEALED TIGHT. 11 GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. 12 PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL. 13 14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 15 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. 3. VERIFY HEADER HEIGHTS WITH SUPER. 4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 22 2/16/22 POST SCHEDULE DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS. DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXP UP 8'-7"8'-6"8'-7" 4'-0" 8'-0" 2'-1" 11'-0" 11'-0" 2'-0" 28'-0" 21'-0" 10'-0"17'-3 1/2" 1 6 '-0 " 36'-4" 9' -0" 3'-9 1/2" 26'-0" 24'-0" 2'-0" 9'-0"11'-0" 4' -0" 16'-0" 16'-6 1/2"10'-5 1/2" 67'-0" 47'-0"15'-0" 63'-7" 7 ' - 1 " 6'-11 1/2" 7'-8 1/2" 5'-4" 3'-1 1/2" 11'-10" 12'-0" 26'-1" 8'-7" 12'-0" 4'-4 1/2" 8'-6" 11'-10 1/2" 9'-2" 11'-10 1/2" 7'-9 1/2" 13'-6" 7'-10" 11'-10" 8'-4 1/2" 8'-0" 5'-9 1/2" 15'-8 1/2" 1'-3 1/2"1'-10 1/2" 13'-8" 7'-10 1/2" 12'-9 1/2" 14'-6" 11'-8 1/2" 14'-11 1/2" 15'-4 1/2"13'-4" 25'-8" 10'-0"5'-0" BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL RECESSED SHOWER PAN FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FLOOR BEAMFLOOR BEAM FL O O R B E A M FL O O R B E A M 4 A8 4 A8 4 A8 4 A8 4 A8 4 A8 4 A8 4 A8 4 A7 4 A7 2 A8 2 A8 2 A8 2 A8 2 A8 2 A8 2 A8 2 A8 2 A8 2 A8 5 A8 5 A8 5 A8 5 A8 7 A8 7 A8 7 A7 7 A7 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 7 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 8 A8 1 A5 1 A5 1 A5 1 A51 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 1 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 7 A5 7 A5 7 A5 7 A5 5A A5 5A A5 5A A5 5A A5 2 A5 2 A5 2 A5 2 A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 5A A5 FLOOR FRAMING PLAN 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 6 A5 5522BB5522BB 5500BB5500BB 5511BB5511BB 4488BB4488BB 4488BB4488BB 4488BB4488BB 4499BB4499BB 4477BB4477BB 4488BB4488BB 4477BB4477BB4477BB4477BB 4477BB4477BB 4455BB4455BB 4455BB4455BB 4466BB4466BB 70P70P 70P70P 70P70P 70P70P 70P70P 72P72P 72P72P 72P72P 72P72P 70P70P 70P70P 70P70P 76P76P 76P76P 72P72P 72P72P 76P76P 72P72P 70P70P 76P76P 76P76P 76P76P 72P72P 78M78M78M78M 75P75P 75P75P 75P75P 81 L E D G E R 81 L E D G E R 81 LEDGER 81 L E D G E R FL O O R B E A M 4444BB4444BB 4444BB4444BB FL O O R B E A M 4488BB4488BB 5 A8 5 A8 72P72P 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 8 A4 SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED,  APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, OR 7/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL. SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED,  APA STURD-I-FLOOR, MIN., 19/32" THICK. MAY BE OSB OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR #9 SCREWS, AT 6" EDGES, 12" FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW. 12FD - FLOOR DIAPHRAGM12FD - FLOOR DIAPHRAGM LEDGER: USE MIN., 2X, PT LEDGER AT LEAST AS TALL AS JOISTS. LEDGER CONNECION: CONNECT TO RIM WITH 2, SDS OR LEDGERLOK AT MAX., 12" OC AND WITHIN 3" OF ENDS AND SPLICES. SDS OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM. JOIST CONNECTION: CONNECT JOIST TO LEDGER WITH U OR LU HANGER (NOT LUS), ALL HOLES FILLED WITH GALV TECO OR SIMILAR NAILS, OR SCREWS - SIMPSON SD9 OR SIMILAR. 81L - LEDGER - DECK JOISTS TO RIM81L - LEDGER - DECK JOISTS TO RIM MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 78M - MULLION78M - MULLION WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: FOUNDATION TO LOWER WALL TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE WSW SITS DIRECTLY ON FOUNDATION; WALL AND FLOOR TO FRAME AROUND WSW. ALIGNMENT: ALIGN WITH 8A SW ABOVE. POSITION TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH WSW-TOW PLATE, AND SDS ANGLED LAGS THAT COME WITH THE WSW. ALSO USE WSW-TOW PLATE ON OUTSIDE. THIS IS THE LOWER WSW IN A TWO-STORY, STACKED CONDITION. THE TOP OF THIS WSW IS CONNECTED TO THE BOTTOM OF THE WSW ABOVE WITH WSW-MSK KIT. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION:BOTTOM CONNECTION: WET-SET: ANCHOR BOLTS, USE ALL-THREAD, 7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT AND 3" X .25" WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, WSW. 8BSW - SIMPSON WOOD SHEAR WALL8BSW - SIMPSON WOOD SHEAR WALL GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" 9BSW - SIMPSON STRONG WALL SB9BSW - SIMPSON STRONG WALL SB GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" 109BSW - SIMPSON STRONG WALL SB109BSW - SIMPSON STRONG WALL SB ALT 1 – EMBEDDED STRAP TYPE MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. HOLDOWN: USE LSTHD8 FOR NO RIM JOIST CONDITION.  FOR RIM JOIST CONDITION USE LSTHD8RJ. NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. ALT 2 – BOLT TYPE  USE HDU2. LAGS: USE 6 SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE ANCHOR BOLT: IF WET SET, USE 5/8” DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF ROTOHAMMER, USE 5/8” TITEN HD OR ALL THREAD & EPOXY, WITH 6” MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 17 HD - HOLDOWN17 HD - HOLDOWN HOLDOWN: USE HDU11. GOOD FOR 9335 LB. STUD CONNECTION: USE 30 SDS 1/4 X 2.5 TO FULL-HEIGHT 6X6 (MIN.) STUD MEMBER. ANCHOR BOLT: USE 1” DIAMETER PAB8 OR 1" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. MIN EMBEDMENT = 24". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. IF CRIPPLE WALL BELOW, USE ALL-THREAD AND CNW COUPLER NUT OR SIMILAR. 18 HD - HOLDOWN18 HD - HOLDOWN 14 F F S T R A P 14 F F S T R A P MIN., CAPACITY: GOOD FOR 1705 LB TENSION. STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF  WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D.   IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM. 14FF - FLOOR TO FLOOR HOLDOWN14FF - FLOOR TO FLOOR HOLDOWN MIN., CAPACITY: GOOD FOR 4400 LB TENSION. STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF  WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL NAIL HOLES WITH 10D.  END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51". 15 FF - FLOOR TO FLOOR HOLDOWN15 FF - FLOOR TO FLOOR HOLDOWN 15 F F S T R A P 15 F F S T R A P 14 F F S T R A P 2X10 JOISTS 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 4 X 1 2 P . T . J O I S T S 2 4 " O . C . 4 X 12 P.T. JOISTS 24" O.C. SCALE: 1/4" = 1' PA V E R D E C K PAVER DECK 1 1/2" GYPCRETE 1 1/2" GYPCRETE 1 1/2" GYPCRETE 1 1/2" GYPCRETE 1 1/2" GYPCRETE SIM. 8BSW 9BSW 10BSW BEAMS DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300 PSI, MIN FB. DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. DEFAULT END POST CONNECTION: LCE, ACE, EPCZ,  ECCQ, OR SIMILAR. DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44. DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR. DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR.  BEAR ON TOP, 2, HGA10. CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF BLANK USEBLANK USE DEFAULT, ABOVE)DEFAULT, ABOVE) NOTESNOTES 30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM CUSTOM FABRICATED HANGER. 31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ, ECCQ, OR SIM. 32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X 24" VERTICAL FOR UPLIFT. 33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH. 34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z 35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z 37B 5.5X22.5 GLULAM 6.75X21 GLULAM 38B 5.5X25.5 GLULAM 6.75X24 GLULAM 39B 4X10 5.5X6 GLULAM 40B 6X8 41B 6X12 5.5X9 GLULAM 42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM 44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P. SUPPORT 45B 1.75X11.8 LVL 46B 2, 1.75X11.8 LVL 47B 6X12 5.5X7.5 GLULAM 48B 5.5X10.5GLULAM 49B 5.5X13.5 PT GLULAM 50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM.  52B 3.5X12 PT GLULAM HUC OR HUCQ CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J.SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 1/4" = 1' A7 FLOOR FRAMING PLAN GENERAL NOTES 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2.COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. 4.ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 5.FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. 3.VERIFY HEADER HEIGHTS WITH SUPER. 4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 6.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES 4210 NAVIGATOR LANE, ANACORTES 22 2/17/22 ADDED 2 X BLOCKING FOR DEPTH SIDING TYVEK HOUSE WRAP 7/16 OSB SHEATHING SEE NOTE 81L ON PAGE A7 FOR LEDGER CONNECTION DETAIL. FLASHING 24 X 24 CONCRETE PAVERS 2 A8 2 A8 3 A8 3 A8 4 A8 4 A8 5 A8 5 A8 6 A8 6 A8 7 A8 7 A8 8 A8 8 A8 9 A8 9 A8 (WALL OR BEAM)Nailing per local code provisions Blocking BCI Joist Intermediate Bearing Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) Nail Boise Rimboard nail into each flange. to BCI joist with 8d Boise R i m b o a r d Boise R i m b o a r d ® BCI JOIST BLOCKING REQUIRED FOR CANTILEVER. 23/32" MIN. PLYWOOD/OSB OR RIMBOARD CLOSURE. NAIL WITH 8d NAILS INTO EACH FLANGE. ® REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R317.1 & R317.2 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. 1 A8 1 A8 1 1/2" GYPRETE AC POST CAP ABU POST BASE TOP FLANGE HANGER JOIST HANGER - LU OR U I-JOIST HANGER CONTINUOUS BLOCKING RIM BOARD CANTILEVERED JOISTS DECK LEDGER FLOOR FRAMING DETAILS CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A8 FLOOR FRAMING DETAILS 4210 NAVIGATOR LANE, ANACORTES PLAN AREAS MAIN FLOOR GARAGE 2,345 SQ.FT. 978 SQ.FT. COVERED ENTRY FINISHED BASEMENT 1,270 SQ.FT. TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT. 54 SQ.FT. DECK 294 SQ.FT. 70 SQ.FT.BALCONY 90 SQ.FT.BREEZEWAY POST SCHEDULE DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS. DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXP HEADER SCHEDULE DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER 2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END. DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.) DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)   CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK USE DEFAULT ABOVE.) KING STUD, EACH END (IF BLANK USE DEFAULT ABOVE.) 19H 2, 2X10 4X10 6X8 20H 2X6, "L" CONFIG 4X6 21H 2X10, "L" CONFIG 2- 2X8 4X8 22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST.  UPPER MULLIONS TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS. 23H 6X12 5.5X7.5 GLULAM 2 24H 6X8 4X10 2 25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS EACH END.  CONNECT MULLIONS WITH 2, A35 AND SCREWS. 26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT CALLOUT.  27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS ONLY 28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6 TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE 33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2, PSQ418, WITH 2" SDS OR SIMILAR SCREWS. 20H 80" 20H 80" HEADER CALLOUT HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH OPENING OF DOOR OR ADJACENT DOOR. DN W 0 6 - 4 0 6 0 W 3 3 - 4 0 3 6 W 0 5 - 3 0 6 0 D0 1 1 4 0 1 0 0 - C U S T O M D O O R U N I T W 2 9 1 4 0 3 6 - C U S T O M M U L L E D W I N D O W U N I T W0 4 - 2 6 1 0 0 W2 7 - 2 6 3 6 W01-2670D07-3080 W11-36100 D10-60100 W10-36100 W1 4 - 2 6 2 6 W1 3 - 2 6 2 6 W1 2 - 2 6 2 6 D0 3 - 2 8 8 0 W0 3 - 3 6 1 0 0 W2 6 - 3 6 3 6 W2 3 - 4 0 2 0 W2 2 - 4 0 2 0 W2 1 - 3 0 6 0 W08 1 2 6 1 0 0 - C U S T O M M U L L E D U N I T W35 1 2 6 3 6 - C U S T U M M U L L E D U N I T D06-3080 D0 5 - 3 0 6 8 D09-3080 W25-4070W24-4070 W0 2 - 2 8 2 8 3080 D1 6 - 3 0 8 0 W20-3060W19-4020W18-4020 D02-2868 W15-5050 D11-6080 D18-3068 FI R E P L A C E D21-3080 D0 8 - 3 0 8 0 W1 6 - 2 6 5 0 D2 2 - 3 0 8 0 W17-4020 1'-10"13'-4"1'-10" 17'-0"35'-0"6'-8" 4' - 6 " 9' - 0 " 5' - 0 " 15 ' - 5 1 / 2 " 17 ' - 2 1 / 4 " 3' - 6 " 6'-10 1/2" 4' - 0 " 17 ' - 0 " 28 ' - 0 " 9'-0"62'-0" 9' - 5 " 16 ' - 0 " 12 ' - 8 1 / 2 " 15'-0"20'-0"27'-0" 31'-0 7/8"10'-0" 4' - 6 " 7' - 2 1 / 2 " 5' - 1 " 4'-10" 45 ' - 0 " 68'-8" 13'-8" 11'-11 1/2" 11'-3 1/2" 16'-7 1/2" 14'-7"12'-5" 13 ' - 8 " 2' - 1 " 4'-6" 9' - 5 1 / 2 " 11'-0"9'-0" 4' - 0 " 6' - 0 " 12 ' - 0 " 15 ' - 1 0 " 15 ' - 1 " 5' - 1 " 2'-7" 12'-6 " 2'-7" 11'-0" 10'-0" 36 ' - 4 " 1'- 0 " 5' - 0 " 6'-0" 7'-4" 7'-0" 8' - 1 1 / 2 " 3'-8 3/4" 5' - 8 " 15 ' - 0 " 1'-5" 4' - 0 " 8' - 7 1 / 2 " 3' - 0 " 2' - 6 " 0' - 3 " 2' - 6 " 0' - 3 " 2' - 6 " 6' - 0 " 10 ' - 0 " 4' - 6 " 2' - 6 " 21 ' - 0 " 1'-2 1/2"5'-0"3'-9 1/2" 13'-8" 3'-8" 6'-6" 7' - 8 " 9' - 7 1 / 2 " 14'-0" 2 ' - 0 " 4 ' - 0 " 3'-2 3/4"4'-0"3'-2 3/4" 4'-4 1/2"4'-0" 0'-3" 4'-0" 0'-3" 3'-0" 0'-8" 14' - 0 " 3'- 0 " 1'-2"3'-0" 0'-3" 2'-6"2'-1" 2' - 4 " 1'-4 1/2" 4'-0" 0'-3" 4'-0"1'-4 1/2" 0' - 8 " 3' - 0 " 0' - 3 " 4' - 0 " 0' - 3 " 4' - 0 " 3' - 1 0 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 7'-2" 35° 140 SQ FT 65 SQ FT 403 SQ FT 70 SQ FT 294 SQ FT 218 SQ FT 193 SQ FT 101 SQ FT 38 SQ FT 191 SQ FT 184 SQ FT 255 SQ FT 37 SQ FT 18 SQ FT 74 SQ FT LIVING DINING REFER. LAUNDRY / MUDROOM HALL STAIRS MASTER BDRM DOUBLE OVEN TOILET MASTER BATH BENCH POWDER COVERED ENTRY CLOSET OFFICE PANTRY DOG SHOWER CLOSET BATH DISHWASHER STEPS BALCONY GLASS DECK BREEZEWAY STEPS CEILING VAULTCEILING VAULT 2 A18 2 A18 2 A18 2 A18 4 A19 4 A19 4 A19 4 A19 5 A19 5 A19 5 A19 5 A19 6 A19 6 A19 6 A19 6 A19 7 A20 7 A20 7 A20 7 A20 TUB AV RACK 50 CFM MIN V.T.O. 101066 VAL A N C E F O R M O T O R I Z E D SHA D E S VALANCE FOR MOTORIZED SHADES VA L A N C E F O R M O T O R I Z E D SH A D E S 3 A18 3 A18 3 A18 3 A18 72P72P 72P72P 74P74P 73P73P 72P72P 72P72P 72P72P 71P71P71P71P 71P71P 72P72P 72P72P 14 F F S T R A P 14 F F S T R A P 78M78M 78M78M 78M78M 78M78M 78M78M 78M78M 78M78M 31B UP 31B UP 27H MID 27H MID 20H MID 20H MID 20H UP 20H UP 27H MID 27H MID 20H MID 20H MID 20H MID 20H MID BEAM TO BE HEADER FOR UPPER WINDOWS 20H 96" 20H 96" 20H 96" 20H 96" 20H RO 20H RO 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96"20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 26H 120" 26H 120" 26H 120" 26H 120" 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO MAIN FLOOR PLAN SMOKE DET. 11 SMOKE DET. 11 SMOKE DET. 11CO DET. 22 22 22 22 44 1515 DRYER WASHER 99 1212 1212 1313 1515 CE I L I N G V A U L T CE I L I N G V A U L T DO R M E R CE I L I N G V A U L T KITCHEN 238 SQ FT 75P75P W 3 2 - 3 0 3 6 12 1 1 / 8 " P L A T E 109 1/8" PLATE 9' CEILING 9' CEILING 9' CEILING 9' CEILING 10' CEILING 10' CEILING EXTERIOR GRATING BELOW WINDOW PAVER DECKING PAVER DECKING CUSTOM MULLED DOOR AND WINDOW UNIT SHOWER MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE. TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 77M - MULLION77M - MULLION MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 78M - MULLION78M - MULLION WOOD SHEAR WALL: USE WSW12.  WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. WSW SITS ON WSW-MSK  KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW. ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL. CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS. CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW. AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT. 8ASW - SIMPSON WOOD SHEARWALL8ASW - SIMPSON WOOD SHEARWALL GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" 9ASW - SIMPSON STRONG WALL SB9ASW - SIMPSON STRONG WALL SB GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS.  REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" 10ASW - SIMPSON STRONG WALL SB10ASW - SIMPSON STRONG WALL SB MIN., CAPACITY: GOOD FOR 1705 LB TENSION. STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF  WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D.  IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM. 14 FF - FLOOR-TO-FLOOR HOLDOWN14 FF - FLOOR-TO-FLOOR HOLDOWN MIN., CAPACITY: GOOD FOR 4400 LB TENSION. STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF  WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL NAIL HOLES WITH 10D. END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51". 15 FF - FLOOR-TO-FLOOR HOLDOWN15 FF - FLOOR-TO-FLOOR HOLDOWN WALL DIMENSIONS TBD IN FIELD BY OWNER 28H TBD 28H TBD 27H MID 27H MID 28H TBD 28H TBD 20H UP 20H UP 32B UP 32B UP 55 15 F F S T R A P 14 F F S T R A P 15 F F S T R A P 8ASW 9ASW 10ASW TYPICAL HEADER FRAMING HEADER LESS THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER LESS THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER WINDOW W/ 6" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE CONCEAL FLANGE HANGER EA. SIDE WINDOW W/ 3" POST HEADER MORE THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER MORE THAN 5' CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE A9 MA I N F L O O R P L A N GENERAL NOTES 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. 4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 20 MIN. FIRE RATED DOOR. FLOOR PLAN NOTES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 1 2 SHELF AND HANGING ROD. BUILT IN SHELVES.3 CABINET - OWNER / CONTRACTOR TO VERIFY.4 EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. 5 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6 F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. 7 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. 8 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 9 TEMPERED GLASS 16 MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 10 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- STRIPPED OR SEALED TIGHT. 11 GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. 12 PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL. 13 14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 15 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. 3. VERIFY HEADER HEIGHTS WITH SUPER. 4. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 5. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 22 2/17/22 PLAN AREAS MAIN FLOOR GARAGE 2,345 SQ.FT. 978 SQ.FT. COVERED ENTRY FINISHED BASEMENT 1,270 SQ.FT. TOTAL LIVING AREA:3,615 SQ.FT.3,615 SQ.FT. 54 SQ.FT. DECK 294 SQ.FT. 70 SQ.FT.BALCONY 90 SQ.FT.BREEZEWAY POST SCHEDULE DEFAULT MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT BOTTOM CONNECTION ON PLATE: 2, FC OR 2, A34 WITH SCREWS, OR 4, 16D FACE NAILS. DEFAULT BOTTOM CONNECTION ON BEAM: 2, FC OR 2, A34 WITH SCREWS, OR PCZ. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXPHEADER SCHEDULE DEFAULT HEADER MATERIAL IS DOUG FIR NO. 2 OR BETTER 2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN "L" CONFIGURATION DEFAULT TRIMMER, USE 1, 2X STUD OR SIMPSON LUC HANGER, EACH END. DEFAULT KING STUD, OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END (PLATE TO PLATE.) DEFAULT KING STUD, OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END (PLATE TO PLATE.)   CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK USE DEFAULT ABOVE.) KING STUD, EACH END (IF BLANK USE DEFAULT ABOVE.) 19H 2, 2X10 4X10 6X8 20H 2X6, "L" CONFIG 4X6 21H 2X10, "L" CONFIG 2- 2X8 4X8 22H 5.5X10.5 GLULAM CONTINUOUS FROM 74P TO 73P, CONNECTED WITH HUCQ AT EACH POST.  UPPER MULLIONS TO BE 2, 2X6 CONNECTED TOP AND BOTTOM WITH A35 AND SCREWS. 23H 6X12 5.5X7.5 GLULAM 2 24H 6X8 4X10 2 25H USE MIN., 5.5X7.5 GLULAM SPANNING OVER TWO WINDOWS, ~6.5' LONG, WITH 1 TRIMMER AND 2 KING STUDS EACH END.  CONNECT MULLIONS WITH 2, A35 AND SCREWS. 26H USE MIN., 5.5X10.5 GLULAM, APPROX. 17' LONG. AT EACH END BEAR ON TOP OF WSW AND CONNECT PER THAT CALLOUT.  27H 5.5X7.5 GLULAM HUC W/ 2" SCREWS ONLY 28H USE MIN., 5.5X13.5 GLULAM, APPROX. 19' LONG, CONTINUOUS OVER 74P. AT WEST END USE SINGLE 2X6 TRIMMER + 2, 2X6 OR LVL KING STUDS. AT 74P, CONNECT WITH 2, ML24Z WITH 2" SDS OR SIMILAR SCREWS. SEE 33B FOR THAT CONNECTION TO THIS HEADER. AT EAST END, BEAR 5" MIN ON 73P AND CONNECT WITH ML24Z + 2, PSQ418, WITH 2" SDS OR SIMILAR SCREWS. 20H 80" 20H 80" HEADER CALLOUT HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH OPENING OF DOOR OR ADJACENT DOOR. DN W01-2670D07-3080 W14-2626 D03-2880 W03-36100 W26-3636 W23-4020 W22-4020 W21-3060 D06-3080 D05-3068 D09-3080 W25-4070W24-4070 W02-2828 3080 D16-3080 W20-3060W19-4020W18-4020 D02-2868 W15-5050 D11-6080 D18-3068 D04-3068 D12-9080 D19-9080 D20-9080 D21-3080 D08-3080 W16-2650 D22-3080 W17-4020 23'-0"3'-0" 4'-6" 26'-0" 13'-0" 26'-0" 9'-0" 5'-0" 15'-5 1/2" 17'-2 1/4" 3'-6" 6'-10 1/2" 17'-0" 28'-0" 9'-0"62'-0" 9'-5" 16'-0" 15'-0"20'-0"27'-0" 4'-6" 7'-2 1/2" 5'-1" 4'-10" 45'-0" 2'-0" 13'-8" 11'-11 1/2" 11'-3 1/2" 14'-7"12'-5" 13'-8" 2'-1"4'-6" 9'-5 1/2" 11'-0"9'-0" 4'-0" 6'-0" 15'-10" 5'-1" 11'-0" 10'-0" 36'-4" 39'-0" 39'-0" 5'-0" 6'-0" 7'-4" 7'-0" 8'-1 1/2" 3'-8 3/4" 5'-8" 15'-0" 1'-5"4'-0" 0'-3" 2'-6" 6'-0" 10'-0" 4'-6" 2'-6" 21'-0" 1'-2 1/2"5'-0"3'-9 1/2" 13'-8" 3'-8" 6'-6" 7'-8" 9'-7 1/2" 14'-0" 3'-2 3/4"4'-0"3'-2 3/4" 4'-4 1/2"4'-0" 0'-3" 4'-0" 0'-3" 3'-0" 0'-8" 1'-2"3'-0" 0'-3" 2'-6"2'-1" 2'-4" 1'-4 1/2" 4'-0" 0'-3" 4'-0"1'-4 1/2" 0'-8" 3'-0" 0'-3" 4'-0" 0'-3" 4'-0" 3'-10 " 6'-9" 2'-6" 9'-0" 1'-6" 3'-0" 9'-0" 2'-0" 9'-0" 3'-0" 5'-7 1/2" 5'-7 1/2" 7'-2" 6' -0" 14'-0" 6' -0" 2'-0" 140 SQ FT 65 SQ FT 403 SQ FT 193 SQ FT 101 SQ FT 38 SQ FT 191 SQ FT 978 SQ FT 184 SQ FT 255 SQ FT 37 SQ FT 18 SQ FT 74 SQ FT REFER. LAUNDRY / MUDROOM HALL STAIRS MASTER BDRM DOUBLE OVEN TOILET MASTER BATH BENCH GARAGE POWDER COVERED ENTRY CLOSET OFFICE PANTRY DOG SHOWER CLOSET BATH DISHWASHER STEPS GLASS BREEZEWAY STEPS CEILING VAULTCEILING VAULT 1 A18 1 A18 1 A18 1 A18 4 A19 4 A19 4 A19 4 A19 5 A19 5 A19 6 A19 6 A19 7 A20 7 A20 TUB AV RACK 50 CFM MIN V.T.O. 101066 3 A18 3 A18 3 A18 3 A18 72P72P 72P72P 72P72P 71P71P71P71P 71P71P 72P72P 72P72P 14 F F S T R A P 14 F F S T R A P 78M78M 78M78M 78M78M 78M78M 78M78M 20H MID 20H MID BEAM TO BE HEADER FOR UPPER WINDOWS 20H 96" 20H 96" 20H 96" 20H 96" 20H RO 20H RO 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96"20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H 96" 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 20H RO 23H RO 23H RO 23H RO 23H RO 24H RO 24H RO 17 HOLDOWN 17 HOLDOWN 17 HOLDOWN 71P71P 71P71P 71P71P MULLION:MULLION:USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION:HEADER CONNECTION:HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. MAIN FLOOR PLAN SMOKE DET. 11 SMOKE DET. 11 SMOKE DET. 11CO DET. 22 22 22 22 44 DRYER WASHER 99 1212 1414 1414 CE I L I N G V A U L T CE I L I N G V A U L T DO R M E R CE I L I N G V A U L T KITCHEN 238 SQ FT 75P75P 12 1 1 / 8 " P L A T E 109 1/8" PLATE 9' CEILING 9' CEILING 9' CEILING 9' CEILING 10' CEILING 10' CEILING SHOWER MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE. TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. WOOD SHEAR WALL: USE WSW12. WIDTH = 12". HEIGHT, SEE BELOW. HEIGHT: TOP PLATE OF WALL BELOW TO BOTTOM OF HEADER BEAM ABOVE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. WSW SITS ON WSW-MSK KIT DIRECTLY ON TOP PLATE OF WALL BELOW. AFFECTED FLOOR JOISTS MAY HANG ON WSW. ALIGNMENT: EDGE OF WSW CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR) FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER OF WALL. TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE STRONG WALL. CONNECT OUTSIDE OF WSW WITH PORTAL STRAPS WSW-PS. CONNECT HEADER BEAM TO WSW WITH SDS SCREWS THAT COME WITH THE WSW. AT MIDPOINT OF WSW CONNECT TOP OF WSW TO BOTTOM OF HEADER WITH WSW-TOW. SHEATHING: SHEATHE HEADER, WSW, AND WALL SIMILAR TO 2PW. BOTTOM CONNECTION: CONNECT TO 8B SW BELOW WITH WSW-MSK KIT. GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. USE WSW18. WIDTH = 18" GENERAL: SAME AS 8A AND 8B WITH THE FOLLOWING EXCEPTIONS. ALIGNMENT: USE FULL HEIGHT 2X OR 1.5" LSL ON WINDOW SIDE TO CREATE EDGE OF ROUGH OPENING, ATTACH WITH 3" SCREWS AT 6" SPACING. CONNECT MID-HEADER WITH HUC W/ SCREWS. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. USE WSW24. WIDTH = 24" ANCHOR BOLT DIAMETER = 1" MIN., CAPACITY: GOOD FOR 1705 LB TENSION. STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. END DISTANCE: 13” MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26” + DEPTH OF FLOOR SYSTEM. MIN., CAPACITY: GOOD FOR 4400 LB TENSION. STRAP: USE CMSTC 16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO POSTS PER PLAN. FILL ALL NAIL HOLES WITH 10D. END DISTANCE: 24” MIN. TO EACH UPPER AND LOWER POSTS. APPROX TOTAL LENGTH = 48” + 3" PLATE HEIGHT = 51". 32B UP 32B UP DORMER ABOVE 20H 205" 20H 205" 20H 205" 20H 205" 20H 205" 20H 205"W4 5 - 3 6 2 4 W4 4 - 3 6 2 4 W4 3 - 3 6 2 4 55 TYPICAL HEADER FRAMING HEADER LESS THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER LESS THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER WINDOW W/ 6" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE CONCEAL FLANGE HANGER EA. SIDE WINDOW W/ 3" POST HEADER MORE THAN 5' (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER HEADER MORE THAN 5' W42-3626W41-3626W40-3626W39-3626W38-3626W37-3626 4'-0 1/2"13'-5 1/2"13'-5 1/2"4'-0 1/2" 17'-6"17'-6" 4'-0 1/2"26'-11"4'-0 1/2" 1'-3 1/2" 3'-6" 0'-8" 3'-6" 0'-8" 3'-6" 0'-8" 3'-6" 0'-8" 3'-6" 0'-8" 3'-6" 1'-3 1/2" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" 20H 200" CENTERLINE OF DORMER CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J.SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A10 MAIN FLOOR PLAN GARAGE GENERAL NOTES 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2.COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. 4.ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 5.FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. 20 MIN. FIRE RATED DOOR. FLOOR PLAN NOTES SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 1 2 SHELF AND HANGING ROD. BUILT IN SHELVES.3 CABINET - OWNER / CONTRACTOR TO VERIFY.4 EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. 5 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6 F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. 7 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. 8 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 9 TEMPERED GLASS 16 MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 10 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- STRIPPED OR SEALED TIGHT. 11 GUARDRAIL 36" ABOVE FINISHED FLOOR. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. 12 PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL. 13 14 GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 15 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. 3.VERIFY HEADER HEIGHTS WITH SUPER. 4.ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 5.ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. 6.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES 4210 NAVIGATOR LANE, ANACORTES DORMER OVER GREAT ROOM SCALE: 1/4" = 1' 22 2/17/22 WINDOW SCHEDULE NUMBER QTY FLOOR SIZE EGRESS DESCRIPTION AREA, ACTUAL (SQ FT)COMMENTS ROOM NAME QTY NUMBER W01 1 1 2670 BOTTOM AWNING 17.5 KITCHEN 1 W01 W02 1 1 2828 FIXED GLASS 7.11 LAUNDRY / MUDROOM 1 W02 W03 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W03 W04 1 1 26100 FIXED GLASS 25.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W04 W05 1 1 3060 FIXED GLASS 18.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING/DECK 1 W05 W06 1 1 4060 FIXED GLASS 24.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED LIVING/DECK 1 W06 W08 1 1 126100 FIXED GLASS 125.0 FLEETWOOD WINDOW UNITS - CUSTOM VERTICAL MULLING LIVING 1 W08 W10 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED TO DOOR MASTER BDRM/BALCONY 1 W10 W11 1 1 36100 FIXED GLASS 35.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED TO DOOR MASTER BDRM/BALCONY 1 W11 W12 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W12 W13 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W13 W14 1 1 2626 FIXED GLASS 6.25 MASTER BDRM 1 W14 W15 1 1 5050 FIXED GLASS 25.0 MASTER BATH 1 W15 W16 1 1 2650 DOUBLE AWNING-B 12.5 MASTER BATH 1 W16 W17 1 1 4020 SINGLE AWNING 8.0 CLOSET 1 W17 W18 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W18 W19 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W19 W20 1 1 3060 BOTTOM AWNING 18.0 OFFICE 1 W20 W21 1 1 3060 YES BOTTOM AWNING - TOP CASEMENT FOR EGRESS 18.0 OFFICE 1 W21 W22 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W22 W23 1 1 4020 SINGLE AWNING 8.0 OFFICE 1 W23 W24 1 1 4070 BOTTOM AWNING 28.0 STAIRS 1 W24 W25 1 1 4070 BOTTOM AWNING 28.0 STAIRS 1 W25 W26 1 1 3636 FIXED GLASS 12.25 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W26 W27 1 1 2636 FIXED GLASS 8.75 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING 1 W27 W29 1 1 14036 FIXED GLASS 49.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED DINING/DECK 1 W29 W32 1 2 3036 FIXED GLASS 10.5 FLEETWOOD WINDOW UNIT - CUSTOM MULLED 1 W32 W33 1 1 4036 FIXED GLASS 14.0 FLEETWOOD WINDOW UNIT - CUSTOM MULLED LIVING/DECK 1 W33 W35 1 1 12636 FIXED GLASS 43.75 FLEETWOOD WINDOW UNITS - CUSTOM VERTICAL MULLING LIVING 1 W35 W37 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W37 W38 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W38 W39 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W39 W40 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W40 W41 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W41 W42 1 2 3626 FIXED GLASS 8.75 DORMER WINDOW OVER GREATROOM 1 W42 W43 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W43 W44 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W44 W45 1 2 3624 FIXED GLASS 8.17 GARAGE DORMER WINDOW 1 W45 W46 1 0 3050 SINGLE CASEMENT-HL 15.0 BEDROOM #3 1 W46 W47 1 0 3050 YES SINGLE CASEMENT-HR 15.0 BEDROOM #3 1 W47 W48 1 0 3050 YES SINGLE CASEMENT-HL 15.0 BEDROOM #2 1 W48 W49 1 0 3050 SINGLE CASEMENT-HR 15.0 BEDROOM #2 1 W49 W50 1 0 3060 YES SINGLE CASEMENT-HL 18.0 BEDROOM #1 1 W50 W51 1 0 3060 FIXED GLASS 18.0 BEDROOM #1 1 W51 W52 1 0 3060 SINGLE CASEMENT-HR 18.0 BEDROOM #1 1 W52 TOTALS:839.12 WINDOW FLASHING DETAIL - STEP 1 WINDOW FLASHING DETAIL - STEP 2 WINDOW FLASHING DETAIL - STEP 3 & 4 WINDOW FLASHING DETAIL - STEP 5 & 6 DOOR SCHEDULE NUMBER QTY FLOOR SIZE DESCRIPTION COMMENTS NUMBER D01 1 1 140100 EXT. 4+0-PANEL SLIDER-GLASS PANEL D01 D02 1 1 2868 POCKET-DOOR P01 D02 D03 1 1 2880 HINGED-DOOR P01 D03 D04 1 1 3068 EXT. HINGED-DOOR E03 D04 D05 1 1 3068 HINGED-DOOR P01 D05 D06 1 1 3080 EXT. HINGED-DOOR E03 D06 D07 1 1 3080 EXT. HINGED-GLASS PANEL D07 D08 1 1 3080 HINGED-GLASS PANEL D08 D09 1 1 3080 HINGED-DOOR P01 D09 D10 1 1 60100 EXT. SLIDER-GLASS PANEL FLEETWOOD DOOR UNIT - CUSTOM MULLED TO WINDOWS D10 D11 1 1 6080 SLIDER-SLAB D11 D12 1 1 9080 GARAGE-GLASS PANEL D12 D13 1 0 6080 EXT. DOUBLE HINGED-GLASS PANEL D13 D14 1 0 5068 SLIDER-SLAB D14 D15 1 0 2868 HINGED-DOOR P01 D15 D16 1 1 3080 HINGED-DOOR P01 D16 D17 1 0 3068 HINGED-DOOR P01 D17 D18 1 1 3068 HINGED-DOOR P01 D18 D19 1 1 9080 GARAGE-GLASS PANEL D19 D20 1 1 9080 GARAGE-GLASS PANEL D20 D21 1 1 3080 HINGED-DOOR P01 D21 D22 1 1 3080 HINGED-GLASS PANEL D22 D23 1 0 2868 HINGED-DOOR P01 D23 D24 1 0 5068 SLIDER-SLAB D24 D25 1 0 2868 HINGED-DOOR P01 D25 D26 1 0 3068 HINGED-DOOR P01 D26 D27 1 0 2668 HINGED-DOOR P01 D27 D28 1 0 3068 HINGED-DOOR P01 D28 D29 1 0 2868 HINGED-DOOR P01 D29 CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A11 WINDOW & DOOR SCHEDULES 4210 NAVIGATOR LANE, ANACORTES 5'-6" 16'-7 1 / 2 " 15 ' - 0 1 / 2 " 10 ' - 1 1 1 / 2 " 9' - 0 " 39 ' - 9 1 / 2 " 26 ' - 0 " 24 ' - 0 " 6' - 0 " 9'-0"11'-0" 4' - 0 " 16 ' - 0 " 2'-0" 16'-6 1/2"10'-5 1/2"1'-6" 28 ' - 0 " 17 ' - 0 " 2' - 0 " 17'-0" 16'-0 " 45 ' - 0 " 47'-0" 14'-0" 9' - 0 " 5'-0" 87 ' - 9 1 / 2 " 3'- 9 1 / 2 " 53'-7" 1'-6" 13 ' - 4 1 / 2 " 6' - 3 " 26'-0" 4' - 7 1 / 2 " 8' - 4 1 / 2 " 3' - 0 " 11 ' - 5 " 21'-6" 16'-4"4'-8 1/2"26'-5 1/2"4'-6" 10'-0" 21' - 2 1 / 2 " 7 ' - 1 " 16' - 5 " 2: 1 2 2: 1 2 8: 1 2 8: 1 2 4: 1 2 4: 1 2 0: 1 2 0: 1 2 1. 5 : 1 2 1. 5 : 1 2 2:122:12 3:12 8:128:12 2:12 8:12 8:128:12 8:12 1.5:12 1.5:12 8:12 8:12 1111 11 A15 11 A15 11 A15 11 A15 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 3 A14 3 A14 3 A14 3 A14 5 A14 5 A14 5 A14 5 A14 4 A14 4 A14 4 A14 4 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 3 A14 3 A14 3 A14 3 A14 1 A14 1 A14 1 A14 1 A14 3 A14 3 A14 3 A14 3 A14 7 A15 7 A15 7 A15 7 A15 8 A15 8 A15 8 A15 8 A15 10 A15 10 A15 10 A15 10 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 7 A15 6 A14 6 A14 6 A14 6 A14 12 A15 12 A15 12 A15 12 A15 2 A18 2 A18 2 A18 2 A18 4 A19 4 A19 4 A19 4 A19 5 A19 5 A19 5 A19 5 A19 6 A19 6 A19 6 A19 6 A19 7 A20 7 A20 7 A20 7 A20 80L - LEDGER - ROOF DIAPHRAGM80L - LEDGER - ROOF DIAPHRAGM LEDGER SCREWS:LEDGER SCREWS: IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF CONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD. LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING. MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2" LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:  RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) MONO TRUSS BOTTOM CHORD PERPENDICULAR: ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.)  ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH LEDGER SCREWS PER ABOVE. ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC. ROOF FRAMING PLAN 3 A18 3 A18 3 A18 3 A18 4400BB4400BB 4400BB4400BB 3322BB3322BB 3322BB3322BB 3300BB3300BB 3311BB3311BB 3311BB3311BB 3333BB3333BB 3377BB3377BB 3388BB3388BB 3344BB3344BB 3355BB3355BB 3366BB3366BB 3399BB3399BB 72P72P 72P72P 74P74P 73P73P 72P72P 72P72P 72P72P 71P71P71P71P 71P71P 72P72P 72P72P 78M78M 78M78M 78M78M 78M78M 78M78M 78M78M 78M78M 80 L E D G E R 80 LEDGER 80 LEDGER 80 LEDGER 4411BB4411BB4422BB4422BB 71P71P 80 LEDGER MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.  TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS. HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 77M - MULLION77M - MULLION MULLION:MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 78M - MULLION78M - MULLION 80 LEDGER 75P75P SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1. FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.  FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT: WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL. WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. AT LEDGER, CONNECT PER LEDGER CALLOUT. SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD. SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD. BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. 11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.  TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS. HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 77M - MULLION77M - MULLION SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1. FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.  FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT: WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL. WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. AT LEDGER, CONNECT PER LEDGER CALLOUT. SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD. SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD. BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. 11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM MANUFACTURED TRUSSES 24" O.C. MA N U F A C T U R E D T R U S S E S 2 4 " O . C . ROOF OVERFRAMING RO O F O V E R F R A M I N G MA N U F A C T U R E D T R U S S E S 2 4 " O . C . MANUFACTURED TRUSSES 24" O.C. GIRDER TRUSS 2 X 1 0 S T I C K F R A M E 2 4 " O . C . 2 X 1 0 S T I C K F R A M E 2 4 " O . C . 2 X 10 STICK FRAME 24" O.C. RIDGE BEAMRIDGE BEAM TOP OF BEAM AT 121 1/8" 18 " O V E R H A N G 24" O V E R H A N G 5/ 4 X 8 F A C I A 24" OVERHANG ROOF BEAM MA N U F A C T U R E D S C I S S O R TR U S S E S 2 4 " O . C . 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18" O V E R H A N G 2 X 1 2 F A C I A 18" OVERHANG 5/4 X 8 FACIA 2 X 1 2 F A C I A 18" O V E R H A N G 5/4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A GIRDER TRUSS RI D G E B E A M RI D G E B E A M RO O F B E A M RO O F B E A M RO O F B E A M RO O F B E A M 11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C. SCALE: 1/4" = 1' 2 X 1 2 F L O O R F R A M I N G B E T W E E N MA N U F A C T U R E D T R U S S E S 11 7/8" BCI 6000 1.8 "I" JOISTS 24" O.C. 8ASW 9ASW 10ASW SPRAY FOAM INSULATION SPRAY FOAM INSULATION SPRAY FOAM INSULATION POST SCHEDULE CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXP BEAMS DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300 PSI, MIN FB. DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. DEFAULT END POST CONNECTION: LCE, ACE, EPCZ,  ECCQ, OR SIMILAR. DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44. DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR. DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR.  BEAR ON TOP, 2, HGA10. CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF BLANK USEBLANK USE DEFAULT, ABOVE)DEFAULT, ABOVE) NOTESNOTES 30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM CUSTOM FABRICATED HANGER. 31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ, ECCQ, OR SIM. 32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X 24" VERTICAL FOR UPLIFT. 33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH. 34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z   35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z 37B 5.5X22.5 GLULAM 6.75X21 GLULAM 38B 5.5X25.5 GLULAM 6.75X24 GLULAM 39B 4X10 5.5X6 GLULAM 40B 6X8 41B 6X12 5.5X9 GLULAM 42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM 44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P. SUPPORT 45B 1.75X11.8 LVL 46B 2, 1.75X11.8 LVL 47B 6X12 5.5X7.5 GLULAM   48B 5.5X10.5GLULAM   49B 5.5X13.5 PT GLULAM 50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM.  52B 3.5X12 PT GLULAM HUC OR HUCQ CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE 1" = 200 A12 RO O F F R A M I N G PL A N 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 22 2/17/22 39'-0" 9'-0" 23'-0" 13'-0" 26'-0" 24'-0" 6'-0" 9'-0"11'-0" 4'-0" 16'-0" 2'-0" 3'-0" 16'-6 1/2"10'-5 1/2"1'-6" 28'-0" 2'-0" 47'-0" 26'-0" 14'-0" 9'-0" 5'-0" 87'-9 1/2" 1'-6" 12'-9"3'-2"7'-7 1/2"2'-5 1/2" 6'-4 1/2" 13'-4 1/2" 6'-3" 1. 5 : 1 2 2:122:12 3:12 8:12 8:12 8:12 8:12 2:12 2:12 8:128:12 1.5:12 1 A18 1 A18 1 A18 1 A18 9 A15 9 A15 9 A15 9 A15 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 11 A15 11 A15 11 A15 11 A15 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 4 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 1 A14 5 A14 5 A14 5 A14 5 A14 4 A14 4 A14 4 A14 4 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 3 A14 1 A14 1 A14 1 A14 1 A14 10 A15 10 A15 10 A15 10 A15 4 A19 4 A19 5 A19 5 A19 6 A19 6 A19 7 A20 7 A20 1. 5 : 1 2 1. 5 : 1 2 LEDGER SCREWS:LEDGER SCREWS:IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IFCONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD.LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING.MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2"LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) MONO TRUSS BOTTOM CHORD PERPENDICULAR: ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.) ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH LEDGER SCREWS PER ABOVE. ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC. ROOF FRAMING PLAN 3 A18 3 A18 3 A18 3 A18 4400BB4400BB 4400BB4400BB 71P71P71P71P 71P71P 78M78M 78M78M 78M78M 78M78M 4411BB4411BB4422BB4422BB 4433BB4433BB 71P71P 71P71P 71P71P 80 LEDGER 80 LEDGER 75P75P 12 A15 12 A15 12 A15 12 A15 80L - LEDGER - ROOF DIAPHRAGM80L - LEDGER - ROOF DIAPHRAGM LEDGER SCREWS:LEDGER SCREWS: IF CONNECTING TO RIM OR HEADER, USE SDS, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF CONNECTING TO STUDS, USE 2, SDS OR LEDGERLOK PER STUD. LENGTH OF SDS OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2" MIN EMBEDMENT INTO SOLID FRAMING. MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =2" LEDGER CONNECTION TO WALL:LEDGER CONNECTION TO WALL:  RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) MONO TRUSS BOTTOM CHORD PERPENDICULAR: ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.)  ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH LEDGER SCREWS PER ABOVE. ROOF DIAPHRAGM:ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" OC. MULLION: MULLION: USE MIN., 2, 1.75X5.5 LVL, CONTINUOUS BOTTOM PLATE TO TOP PLATE.  TOP AND BOTTOM CONNECTION: TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2, A34 AND SCREWS. HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 77M - MULLION77M - MULLION MULLION:MULLION: USE MIN., 2, 2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE CONNECTED WITH STANDARD NAILING. HEADER CONNECTION:HEADER CONNECTION: HEADER(S) MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC, HUC, HUCQ OR SIMILAR. 78M - MULLION78M - MULLION SHEAR CAPACITY:SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1. FRAMING: FRAMING: TRUSSES OR RAFTERS: 2X AT 24” OC, MAX.  FRAMING CONNECTION AT SUPPORT:FRAMING CONNECTION AT SUPPORT: WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL. WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. AT LEDGER, CONNECT PER LEDGER CALLOUT. SHEATHING:SHEATHING: 7/16” MIN., OSB OR CDX PLYWOOD. SHEATHING LAYOUT:SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) NAILING:NAILING: USE 8D AT 6" EDGES, 12" FIELD. BLOCKING:BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. 11RD - ROOF DIAPHRAGM11RD - ROOF DIAPHRAGM MA N U F A C T U R E D T R U S S E S 2 4 " O . C . ROOF OVERFRAMING MA N U F A C T U R E D T R U S S E S 2 4 " O . C . MANUFACTURED TRUSSES 24" O.C. MANUFACTURED TRUSSES 24" O.C. MANUFACTURED TRUSSES 24" O.C. GIRDER TRUSS 2 X 1 0 S T I C K F R A M E 2 4 " O . C . 2 X 1 0 S T I C K F R A M E 2 4 " O . C . 18 " O V E R H A N G 5/ 4 X 8 F A C I A 24" OVERHANG GIRDER TRUSS 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18" OVERHANG 5/4 X 8 FACIA 5/4 X 8 FACIA 18 " O V E R H A N G 5/ 4 X 8 F A C I A 18 " O V E R H A N G 5/ 4 X 8 F A C I A GIRDER TRUSS GIRDER TRUSS RI D G E B E A M RI D G E B E A M RO O F B E A M RO O F B E A M RO O F B E A M RO O F B E A M SCALE: 1/4" = 1' 2 X 1 2 F L O O R F R A M I N G B E T W E E N MA N U F A C T U R E D T R U S S E S SIM. SIM. POST SCHEDULE CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTORCONNECTOR (IF BLANK USE(IF BLANK USE DEFAULT,DEFAULT, ABOVE)ABOVE) NOTESNOTES 70P 2- 2X4 4X4 71P 3- 2X4 2- 2X6 4X6 72P 3- 2X6 6X6 4- 2X4 73P 5.5X24 GLULAM VERTICAL (ACTS SIM TO STRONG WALL). 32B AND 28H BEARS ON THIS, SEE THOSE CALLOUTS FOR CONNECTION. THIS POSTS BEARS DIRECTLY ON THE TOP PLATE OF THE WALL BELOW SIM TO 8ASW. NO SHEAR WALL SHEATHING SPLICES WITHIN 2' OF THE BOTTOM OF THIS POST. 15FF TO CONNECT EAST AND WEST EDGES OF THIS POST TO THE 72P POSTS BELOW. 74P USE MIN., 5.5X12 GLULAM VERTICAL.  28H BEARS ON THIS, SEE THAT CALLOUT FOR CONNECTION. AT BOTTOM CONNECT TO BOTTOM PLATE WITH 2, ML24Z WITH 2.5" SDS OR SIMILAR SCREWS.  75P 6X6 PT 76P 4X6 PT XXPXXP BEAMS DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E, 2,300 PSI, MIN FB. DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. DEFAULT END POST CONNECTION: LCE, ACE, EPCZ,  ECCQ, OR SIMILAR. DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44. DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR. DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUC, HUCQ OR SIMILAR.  BEAR ON TOP, 2, HGA10. CALLOUTCALLOUT MIN., USEMIN., USE ALT 1 MIN., USEALT 1 MIN., USE ALT 2 MIN., USEALT 2 MIN., USE CONNECTOR (IFCONNECTOR (IF BLANK USEBLANK USE DEFAULT, ABOVE)DEFAULT, ABOVE) NOTESNOTES 30B 5.5X10.5GLULAM 3.5X12 GLULAM LEG, SKEWED, FLANGE OFFSET, OR SIM CUSTOM FABRICATED HANGER. 31B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 72P (BOTH LOCATIONS), CONNECT WITH CCQ, ECCQ, OR SIM. 32B USE MIN., 5.5X19.5, 24F-V8 GLULAM. MIN. BACKSPAN = 15'. THIS BEAM IS THE HEADER FOR WINDOWS BELOW IT. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM. AT 73P, CONNECT WITH 2, LTT20B (TRIM TOP OF STRAP AS NECESSARY) WITH 5/8"X6" LAG. AT END OF BACKSPAN, CONNECT TO 72P WITH W/ 2, CS16 X 24" VERTICAL FOR UPLIFT. 33B USE MIN., 5.5X13.5 GLULAM. AT 28H, CUT BEARING NOTCH IN 28H APPROX 1" WIDE X 10" LONG. BEAR ON THAT NOTCH AND ALSO CONNECT WITH 2, 5/8" BOLTS WITH 2" WASHERS LOCATED 3" FROM TOP AND BOTTOM OF 33B AND 1" FROM INTERSECTION OF 33B AND 28H. SEE DETAIL BY ARCH. 34B 5.5X15 GLULAM 6.75X13.5 GLULAM HUCQ OR CJT5Z 35B, 36B 6X12 5.5X12 GLULAM HUC, SLOPED, OR CJT5Z 37B 5.5X22.5 GLULAM 6.75X21 GLULAM 38B 5.5X25.5 GLULAM 6.75X24 GLULAM 39B 4X10 5.5X6 GLULAM 40B 6X8 41B 6X12 5.5X9 GLULAM 42B, 43B 6X10 5.5X7.5 GLULAM 3.5X9 GLULAM 44B 1.75X11.8 LVL IN ADD'N TO FLOOR JOISTS FOR F.P. SUPPORT 45B 1.75X11.8 LVL 46B 2, 1.75X11.8 LVL 47B 6X12 5.5X7.5 GLULAM 48B 5.5X10.5GLULAM 49B 5.5X13.5 PT GLULAM 50B, 51B USE MIN., 5.5X12 OR 3.5X13.5, 24F-V8, PT GLULAM. MIN. BACKSPAN = 10'. IF THIS BEAM ACTS AS WALL TOP PLATE, CONNECT STUDS AND MULLIONS TO THIS BEAM WITH A35 AND SCREWS, TYP. IF BEAM BEARS ON WALL TOP PLATE, CONNECT WITH SDS 1/4 X 6 @ 12" MAX UP THROUGH TOP PLATE INTO BOTTOM OF BEAM.  52B 3.5X12 PT GLULAM HUC OR HUCQ CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J.SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A13 ROOF FRAMING GARAGE 4210 NAVIGATOR LANE, ANACORTES 22 2/1722 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" 1'-6" 12" HEEL W/ 18" EAVE DETAIL SCALE: 1" = 1' SCISSOR TRUSS EAVE DETAIL SCALE: 1" = 1' 2 A14 2 A14 1 A14 1 A14 TRUSS EAVE DETAIL SCALE: 1" = 1' 3 A14 3 A14 24" HEEL TRUSS EAVE DETAIL4 A14 4 A14 5 A14 5 A14 12" HEEL W/ 24" EAVE DETAIL 11 7/8" BCI RAFTER EAVE DETAIL SCALE: 1" = 1' 6 A14 6 A14 2 X 6 WALL 1/2" SHEETROCK R-21 INSULATION 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 5/8" SHEETROCK PITCH VARIES 12 12" HEEL 2 X 6 WALL 1/2" SHEETROCKR-21 INSULATION 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 5/8" SHEETROCK 24" HEEL MANUFACTURED TRUSS MANUF. SCISSOR TRUSS 24" O.C. R-49 INSULATION R-49 INSULATION DROP TRUSS 2 X NAILER ENCLOSED SOFFIT MANU. TRUSS R-49 INSULATION STANDING SEAM METAL ROOF STRIP VENT 1/2" SHEETROCK 2 X 6 WALL 5/4 X 8 FASCIA 5/8" SHEETROCK 7/16" SHEATHING R-21 INSULATION 8 12 7/16" SHEATHING 7/16" SHEATHING R-21 INSULATION 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 24" HEEL 8 12 7/16" SHEATHING 2 X 6 WALL 1/2" SHEETROCK 5/8" SHEETROCK R-49 INSULATION MANUF. TRUSS BEAM 5/4 X 8 PRIMED FASCIA GUTTER ENCLOSED SOFFIT 3/4" CEILING 1 1/2 12 12" HEEL MANUFACTURED TRUSS 7/16" SHEATHING 2 X NAILER ENCLOSED SOFFIT 11 7/8" BCI RAFTER R-49 INSULATION - SPRAY FOAM RECOMMENDED STANDING SEAM METAL ROOF STRIP VENT 1/2" SHEETROCK 2 X 6 WALL 5/4 X 8 FASCIA 5/8" SHEETROCK 7/16" SHEATHING R-21 INSULATION 3/4" WEB STIFFENER 2 X 6 SCALE: 1" = 1' SCALE: 1" = 1' 1" AIR GAP 1" AIR GAP 1" AIR GAP 1" AIR GAP 1" AIR GAP (IF NEEDED) REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R317.1 & R317.2 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. FRAMING NOTES CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A14 ROOF FRAMING PLAN DETAILS 4210 NAVIGATOR LANE, ANACORTES 1'-6" 1'-6" 1'-6" 1'-6" SHEARWALL PER PLAN MANUF. TRUSS 7/16" SHEATHING PITCH VARIES 12 2 X 6 BLOCKING CONTINUOUS FOR HANGER. NAIL TO STUDS W/ (3) 16d. NAIL WALL SHEATHING TO BLOCKING W/ 8d @ 4" O.C. LU26 OR LUS26 FOR SLOPED TRUSS USED SLOPED HANGER 2 X 4 BLOCKING CONTINUOUS BEHIND TOP CHORD OF TRUSS NAIL TO STUDS W/ (2) 16d 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. ROOF DIAPHRAGM EDGE NAILED TO BLOCK. NAIL BLOCK TO BLOCKING BEHIND SHEATHING W/ 16d @ 6" O.C. STAGGERED ROOFING PER PLAN BCI RAFTER CONNECTION TO FLAT ROOF SCALE: 1" = 1' 7 A15 7 A15 2 X 10 CONNECTION TO BEARING WALL SCALE: 1" = 1' 10 A15 10 A15 FLAT ROOF W/ BCI RAFTER EAVE DETAIL SCALE: 1" = 1' 8 A15 8 A15 NO HEEL TRUSS EAVE DETAIL SCALE: 1" = 1' 9 A15 9 A15 2 X 10 RAFTER EAVE DETAIL SCALE: 1" = 1' 11 A15 11 A15 ROOF BEAM 5/4 X 8 PRIMED FASCIA T & G CEILING 5/8" SHEETROCK 4 12 11 7/8" BCI RAFTER 24" O.C. 7/16" SHEATHING 2 X 6 R A F T E R T A I L 11 7/8" BCI RAFTER 24" O.C. & 2'-0" MEMBRANE ROOFING 11 7/8" BCI RAFTER 24" O.C. ROOF BEAM T & G CEILING 7/16" SHEATHING 2 X 12 PRIMED FASCIA 2 X 6 WALL 1/2" SHEETROCK R-21 INSULATION 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 5/8" SHEETROCK 1 1/2 12 MANUFACTURED TRUSS R-49 INSULATION 7/16" SHEATHING 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 24" HEEL 8 12 7/16" SHEATHING 2 X 6 WALL 1/2" SHEETROCK 5/8" SHEETROCK 2 12 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 7/16" SHEATHING DORMER BEAM 2 X 10 RAFTER 2 X 10 RAFTER 5/4 X 8 PRIMED FASCIA GUTTER STRIP VENT ENCLOSED SOFFIT 7/16" SHEATHING 2 X 10 RAFTER STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 2 X 6 WALL 1/2" SHEETROCK 5/8" SHEETROCK R-49 INSULATION R-21 INSULATION 2 X 10 RAFTER MONO TRUSS CONNECTION TO BEARING WALL12 A15 12 A15 1" AIR GAP R-49 INSULATION (SPRAY FOAM RECOMMENDED) R-49 INSULATION IS OPTIONAL RECOMMEND SPRAY FOAM. R-49 INSULATION IS OPTIONAL RECOMMEND SPRAY FOAM. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R317.1 & R317.2 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. FRAMING NOTES CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 4210 NAVIGATOR LANE, ANACORTES A15 ROOF FRAMING PLAN DETAILS 1" = 1' 3-31-21 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 TOP VIEW 33B CONNECTION SCALE: 1" = 1' 12A A9 12A A9 EXTERIOR VIEW 33B CONNECTION SCALE: 1" = 1' 12B A9 12B A9 INSIDE VIEW 33B CONNECTION SCALE: 1" = 1' 12C A9 12C A9 33B EXTERIOR WALL 7/16 SHEATHING HARDI LAP SIDING 1/2" SHEETROCK (2) 5/8 X 9" THRU BOLT 74 P 3.5" 3" 3" 33B 74P 5.5" X 13.5" GLULAM BEAM 5.5" X 12.5" GLULAM COLUMN 74P 5.5" X 12.5" GLULAM COLUMN 33B 5.5" X 13.5" GLULAM BEAM (2) 5/8 X 9" THRU BOLT (2) 5/8 X 9" THRU BOLT TOP VIEW 32B CONNECTION SCALE: 1" = 1' 13A A9 13A A9 EXTERIOR VIEW 32B CONNECTION SCALE: 1" = 1' 13B A9 13B A9 INSIDE VIEW 32B CONNECTION SCALE: 1" = 1' 13C A9 13C A9 3.5" 3" 3" 73P 74P 5.5" X 12.5" GLULAM COLUMN 33B 5.5" X 13.5" GLULAM BEAM 8" X 4" X 13.5" NOTCH (2) 5/8 X 9" THRU BOLT ML24Z 1" LET IN TO 28H ~ 1 9 ' L O N G C O N T I N U O U S O V E R 7 4 P 28 H EXTERIOR WALL 7/16 SHEATHING HARDI LAP SIDING 1/2" SHEETROCK 73 P ML24Z ~ 1 9 ' L O N G C O N T I N U O U S O V E R 7 4 P 28 H 5" 32B PSQ418 EACH SIDE CONNECT BOTTOM OF LTT20B W/ 5/8 X 6 LAG ON EACH SIDE VERTICAL PORTION OF STRAP CONNECT W/ NAILS OR SCREWS 15FF @ BOT. OF 73P TO 72P BELOW 15FF @ BOT. OF 73P TO 72P BELOW 28H 1" LET IN TO 28H EXTERIOR WALL 5" 28H 32B ML24Z 2" SDS OR SIMILAR PSQ418 EACH SIDE MIN. 5/8" X 6" LAG SCREW LTT20B EACH SIDE NAILS OR SCREWS REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R317.1 & R317.2 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. FRAMING NOTES CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S A16 RO O F F R A M I N G PL A N D E T A I L S 22 2/17/22 Type text here 2:12 2:12 8:12 8:12 4:12 4:12 0:12 0:12 1.5:12 1.5:12 2:122:12 3:12 8:12 8:128:12 8:12 1.5:12 1.5:12 8:12 8:12 TOP DOWN VIEW SCALE: 1/4" = 1' MEMBRANE ROOFING STANDING SEAM METAL STANDING SEAM METAL STANDING SEAM METAL STANDING SEAM METAL 1.5:12 1.5:12 2:122:12 3:12 8:12 8:12 8:12 8:12 2:12 2:12 1.5:12 1.5:12 TOP DOWN VIEW TOP DOWN VIEW - GARAGE SCALE: 1/4" = 1' STANDING SEAM METAL STANDING SEAM METAL STANDING SEAM METAL CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A17 ROOF OVERVIEW 4210 NAVIGATOR LANE, ANACORTES 9' -1 1/8" 8' -0" 9' -6" 7' -6" 5' -0" PLATE HT. 11 7/8 BCI FLOOR SYSTEM UPPER FLOOR RIDGE BEAM HT. 11 8 12 8 12 8 12 2 12 HEADER HT. UPPER BEAM HT. UPPER HEADER HT. 1111 2233 22 33 22 33 55 66 7788 1212 1414 1414 1818 GARAGE ATTIC GARAGE FLOOR BUILDING SECTION # 1 SCALE: 1/4" =1' 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 BUILDING SECTION DETAILS MANUFACTURED TRUSSES 24" O.C. R-49 INSULATION 1515 R-21 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK RAILING TO CODE CONCRETE PAVER DECKING 2 X 12 PT. JOIST 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 1 1/2" GYPCRETE SUBLFOOR 2 X 12 FACIA ENCLOSED SOFFIT STANDING SEAM METAL ROOF 1616 4" CONC. SLAB 1717 1818 1919 R-30 INSULATION 2 X 16 FACIA BUILD UP AT PORCH ROOF R-49 INSULATION EXPOSED CEILING BEAM R-10 RIGID INSULATION FG BATT OR BLOWN IN 2 X 12 TRIM BAND OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM W06-4060 W33-4036 W05-3060 D10-60100 D01 140100 - CUSTOM DOOR UNIT D27-2668 D13-6080 W51-3060 W47-3050 W46-3050 W50-3060W52-3060 W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W32-3036 W29 14036 - CUSTOM MULLED WINDOW UNIT W10-36100W11-36100 W49-3050 W48-3050 10'-1 1/8" 8' -0" 16'-8" 14'-3" 10'-1 1/8" 8' -0" 10'-1 1/8" 8' -0" 20'-7" LOWER PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR PLATE HT. LOWER HEADER HT. UPPER HEADER HT. 22 11 11 11 8 12 PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR PLATE HT. LOWER HEADER HT. UPPER HEADER HT. 11 UPPER ROOF HT. 22 33 22 33 44 55 55 66 66 66 66 66 77 77 77 88 88 88 88 88 99 1010 12121212 14141414 1515 16161616 1717 18181818 19191919 BASEMENT FLOOR BUILDING SECTION # 2 SCALE: 1/4" =1' BASEMENT FLOOR BEDROOM 3BEDROOM 2REC ROOMBEDROOM 1 MASTER BEDROOM LIVING ROOM DINING ROOM W06-4060 W33-4036 W05-3060 D10-60100 D01 140100 - CUSTOM DOOR UNIT D27-2668 D13-6080 W51-3060 W47-3050 W46-3050 W50-3060W52-3060 W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W32-3036 W29 14036 - CUSTOM MULLED WINDOW UNIT W10-36100W11-36100 W49-3050 W48-3050 D06-3080 D02-2868 W20-3060 W19-4020 W18-4020 9' -1 1/8" 8' -0" 10'-1 1/8" 8' -0" 16'-11" 10'-1 1/8" 12'-6" 10'-1 1/8" 15152 12 8 12 8 12 1 1/2 12 11 11 1111 22 33 22 33 22 33 22 33 44 44 55 55 66 66 77 77 33 88 8888 12121212 14141414 1414 16161616 1717 1717 18181818 33 BASEMENT CEILING MAIN FLOOR PLATE HT. BASEMENT CEILING 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE MAIN FLOOR PLATE HT. HEADER HT. ROOF HT. HEADER HT. ROOF HT. 13131313 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE 1313 BUILDING SECTION # 3 SCALE: 1/4" =1' LAUNDRY BATHROOM OFFICE CRAWLSPACE CRAWLSPACE BASEMENT FLOORBASEMENT FLOOR D06-3080 D02-2868 W20-3060 W19-4020 W18-4020 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A18 BUILDING SECTIONS BUILDING SECTION 3 BUILDING SECTION 1 BUILDING SECTION 2 4210 NAVIGATOR LANE, ANACORTES 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 BUILDING SECTION DETAILS MANUFACTURED TRUSSES 24" O.C. R-49 INSULATION 1515 R-21 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK RAILING TO CODE CONCRETE PAVER DECKING 2 X 12 PT. JOIST 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 1 1/2" GYPCRETE SUBLFOOR 2 X 12 FACIA ENCLOSED SOFFIT STANDING SEAM METAL ROOF 1616 4" CONC. SLAB 1717 1818 1919 R-30 INSULATION 2 X 16 FACIA BUILD UP AT PORCH ROOF R-49 INSULATION EXPOSED CEILING BEAM R-10 RIGID INSULATION FG BATT OR BLOWN IN 2 X 12 TRIM BAND OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM W16-2650 10'-1 1/8" 9' -1 1/8" 8' -0" 10'-9" 9' -1 1/8" 8' -0" 10'-9" LOWER PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR UPPER PLATE HT. ROOF HT. UPPER HEADER HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR UPPER PLATE HT. ROOF HT. UPPER HEADER HT. 22 33 22 33 11 4455 66 66 77 88 88 1111 12121212 1414 1616 1818 44 1313 1313 1313 CRAWLSPACE MASTER BATHROOM CLOSET BASEMENT FLOORBASEMENT FLOOR BUILDING SECTION # 4 SCALE: 1/4" =1' 1313 W16-2650 W14-2626 W12-2626W13-2626 10'-1 1/8" 10'-1 1/8" 10'-0" 17'-0" 8' -0" 10'-1 1/8" 9' -1 1/8" 8' -0" 17'-0" LOWER PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR UPPER PLATE HT. ROOF HT. UPPER HEADER HT. 22 33 1414 1818 LOWER HEADER HT. LOWER PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR UPPER PLATE HT. ROOF HT. UPPER HEADER HT. 55 11 22 33 44 44 55 55 6666 66 66 66 77 77 77 88 88 88 88 99 1010 121212121616 1313131313131313 VAULTED CEILING BASEMENT FLOORBASEMENT FLOOR BUILDING SECTION # 5 SCALE: 1/4" =1' BEDROOM 1BATHCRAWLSPACE OFFICE BATH MASTER BEDROOM W14-2626 W12-2626W13-2626 D15-2868 D01 140100 - CUSTOM DOOR UNIT D12-9080D19-9080 W33-4036 W06-4060 W05-3060 W04-26100 W27-2636 W26-3636 W29 14036 - CUSTOM MULLED WINDOW UNIT W03-36100W08 126100 - CUSTOM MULLED UNIT W02-2828 W35 12636 - CUSTUM MULLED UNIT D22-3080 W43-3624 W32-3036 W45-3624W44-3624 10'-1 1/8" 8' -0" 16'-2" 10'-0" 14'-3" PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR PLATE HT. UPPER HEADER HT. MID HEADER HT. HEADER HT. 22 3322 33 11 11 11 11 0 12 4 12 8 12 8 12 2 12 1.5 12 44 55 55 55 66 66 66 77 77 77 88 88 77 99 1010 1212 1414 1414 1616 1717 1818 1919 66 1717 1717 1717 1212 1212 1313 BASEMENT FLOOR BUILDING SECTION # 6 SCALE: 1/4" =1' REC ROOM KITCHENETTE KITCHENGREAT ROOM D15-2868 D01 140100 - CUSTOM DOOR UNIT D12-9080D19-9080 W33-4036 W06-4060 W05-3060 W04-26100 W27-2636 W26-3636 W29 14036 - CUSTOM MULLED WINDOW UNIT W03-36100W08 126100 - CUSTOM MULLED UNIT W02-2828 W35 12636 - CUSTUM MULLED UNIT D22-3080 W43-3624 W32-3036 W45-3624W44-3624 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE BUILDING SECTION 6 BUILDING SECTION 4BUILDING SECTION 5 A19 BUILDING SECTIONS 4210 NAVIGATOR LANE, ANACORTES 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 BUILDING SECTION DETAILS MANUFACTURED TRUSSES 24" O.C. R-49 INSULATION 1515 R-21 INSULATION 5/8" SHEETROCK 1/2" SHEETROCK RAILING TO CODE CONCRETE PAVER DECKING 2 X 12 PT. JOIST 16" O.C. 11 7/8" BCI 6000 1.8 "I" JOISTS 16" O.C. 1 1/2" GYPCRETE SUBLFOOR 2 X 12 FACIA ENCLOSED SOFFIT STANDING SEAM METAL ROOF 1616 4" CONC. SLAB 1717 1818 1919 R-30 INSULATION 2 X 16 FACIA BUILD UP AT PORCH ROOF R-49 INSULATION EXPOSED CEILING BEAM R-10 RIGID INSULATION FG BATT OR BLOWN IN 2 X 12 TRIM BAND OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM OPTIONAL CLOSED CELL SPRAY IN FOAM W48-3050W49-3050 D15-2868 D01 140100 - CUSTOM DOOR UNIT D12-9080D19-9080 W05-3060 W04-26100 W27-2636 W26-3636 W29 14036 - CUSTOM MULLED WINDOW UNIT W03-36100 W02-2828 D20-9080 D22-3080 W43-3624 W32-3036 W45-3624W44-3624 10'-1 1/8" 8' -0" 16'-0" 10'-0" 14'-3" PLATE HT. 11 7/8 BCI FLOOR SYSTEM WITH 1 1/2" GYPCRETE UPPER FLOOR PLATE HT. UPPER HEADER HT. MID HEADER HT. HEADER HT. 22 3322 33 11 11 11 0 12 4 12 8 12 8 12 2 12 1.5 12 44 55 55 55 66 66 66 66 22 33 77 77 77 88 88 88 77 99 1010 1212 1212 1414 1414 1414 1616 1717 1818 1919 77 1717 1717 1717 1717 1212 1212 MEMBRANE ROOFING 1313 1313 BASEMENT FLOOR BUILDING SECTION # 7 SCALE: 1/4" =1' BEDROOM 2 HALL ENTRYKITCHENDINING ROOM W48-3050W49-3050 D15-2868 D01 140100 - CUSTOM DOOR UNIT D12-9080D19-9080 W05-3060 W04-26100 W27-2636 W26-3636 W29 14036 - CUSTOM MULLED WINDOW UNIT W03-36100 W02-2828 D20-9080 D22-3080 W43-3624 W32-3036 W45-3624W44-3624 D13-6080 W52-3060 W47-3050 W48-3050W46-3050 W51-3060W50-3060 W49-3050 D10-60100D01 140100 - CUSTOM DOOR UNIT W33-4036 W06-4060W05-3060 W10-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W11-36100W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W15-5050 W32-3036 10'-1 1/8" 8' -0" 8' -3 5/8" 24'-11 5/8" 16'-0" 33'-3 1/4" 10'-1 1/8" 14'-3" BASEMENT FLOOR PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM MAIN FLOOR PLATE HT. WINDOW HEADERS 94.0' 83.0' +/- PLATE HT. APPROX. 116.0' AVG. OF EXISTING GRADE 8BSW8BSW 8ASW8ASW 9BSW9BSW 9ASW9ASW 10BSW10BSW 10ASW10ASW 74P74P73P73P 72P72P 72P72P 25H25H 25H25H 27H27H 28H28H 26H26H 27H27H 31B31B 72P72P 72P72P WINDOW HEADERS WINDOW HEADERS D13-6080 W52-3060 W47-3050 W48-3050W46-3050 W51-3060W50-3060 W49-3050 D10-60100D01 140100 - CUSTOM DOOR UNIT W33-4036 W06-4060W05-3060 W10-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W11-36100W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W15-5050 W32-3036 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 4210 NAVIGATOR LANE, ANACORTES A20 BUILDING SECTIONS BUILDING SECTION 7 SHEARWALL AND VERTICAL BEAMS D01 140100 - CUSTOM DOOR UNIT D10-60100 D13-6080 W33-4036 W05-3060 W11-36100W10-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W15-5050 W32-3036 W51-3060 W49-3050W47-3050 W52-3060W50-3060 W46-3050 W48-3050 W06-4060 8' -0" 10'-1 1/8" 14'-3" 10'-1 1/8" 8' -1 1/8" 25'-0 5/8" 16'-0" 22'-0" NORTH ELEVATION SCALE: 1/4" = 1' BASEMENT FLOOR PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM MAIN FLOOR PLATE HT. WINDOW HEADERS 94.0' 83.0' +/- AVG. OF EXISTING GRADE PLATE HT. APPROX. 116.0' 11 22 22 22 22 33 33 33 33 44 44 4444 44 11 11 11 11 55 77 7777 77 88 88 88 77 1010 11111111 1212 1212 8 12 1 1/2 12 8 12 D01 140100 - CUSTOM DOOR UNIT D10-60100 D13-6080 W33-4036 W05-3060 W11-36100W10-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W08 126100 - CUSTOM MULLED UNIT W35 12636 - CUSTUM MULLED UNIT W15-5050 W32-3036 W51-3060 W49-3050W47-3050 W52-3060W50-3060 W46-3050 W48-3050 W06-4060 D01 140100 - CUSTOM DOOR UNIT D08-3080 W33-4036W27-2636 W05-3060 W03-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W26-3636 W04-26100 W32-3036 W49-3050W47-3050W46-3050 W48-3050 W06-4060 8' -0" 10'-1 1/8" 14'-3" 10'-1 1/8" 8' -1 1/8" 25'-0 5/8" 16'-0" 22'-0" 25'-0 5/8" BASEMENT FLOOR PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM MAIN FLOOR PLATE HT. WINDOW HEADERS 94.0' 83.0' +/- AVG. OF EXISTING GRADE PLATE HT. APPROX. BUILDING HEIGHT 116.0' HEIGHT RESTRICTION AVG. OF EXISTING GRADE EAST ELEVATION SCALE: 1/4" = 1' 1.5 12 4 12 2 12 11 11 11 22 22 22 2233 33 33 44 44 44 4455 5555 77 77 77 77 77 77 88 99 1111 1212 D01 140100 - CUSTOM DOOR UNIT D08-3080 W33-4036W27-2636 W05-3060 W03-36100 W29 14036 - CUSTOM MULLED WINDOW UNIT W26-3636 W04-26100 W32-3036 W49-3050W47-3050W46-3050 W48-3050 W06-4060 EXTERIOR DETAILS CULTURED STONE. TYPE AND COLOR TO BE DETERMINED. CONTINUOUS ALUMINUM GUTTERS. 36" GLASS RAILING ENCLOSED HARDI-SOFFIT (VENTED) HARDI PLANK SIDING INSTALLED WITH 7" EXPOSURE STANDING SEAM METAL ROOFING. 5/4" X 8" FASCIA 24 X 24 CONCRETE PAVERS 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 TYPICAL DOWNSPOUT EXPOSED GLU-LAM BEAM. NATURAL FINISH. HORIZ. CEDAR SHINGLE SIDING WITH 6" EXPOSURE RETAINING WALL - LANDSCAPE BLOCK OR ROCKERY 5/4" X 12 TRIM BAND 1717 HARDI PLANK SIDING INSTALLED WITH 5" EXPOSURE 1818 1919 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE NORTH ELEVATION EAST ELEVATION A21 EXTERIOR ELEVATIONS 4210 NAVIGATOR LANE, ANACORTES D07-3080 W19-4020 W01-2670W25-4070W24-4070 W20-3060 W18-4020W17-4020 W39-3626W37-3626 W38-3626 W40-3626 9' -1 1/8" 25'-0 5/8" 20'-0" 8' -0" SOUTH ELEVATION SCALE: 1/4" = 1' 8 12 1.5 12 8 12 11 99 99 88 88 77 77 77 1313 22 22 22 33 33 3344 66 PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM GARAGE FLOOR PLATE HT. 96.0' AVG. OF EXISTING GRADE BUILDING HEIGHT 116.0' HEADERS 94.0' D07-3080 W19-4020 W01-2670W25-4070W24-4070 W20-3060 W18-4020W17-4020 W39-3626W37-3626 W38-3626 W40-3626 D13-6080 D12-9080D19-9080 W14-2626W13-2626W12-2626 W08 126100 - CUSTOM MULLED UNIT W16-2650 W35 12636 - CUSTUM MULLED UNIT D20-9080 D22-3080 W43-3624 W45-3624W44-3624 8' -0" 10'-1 1/8" 4' -3 9/16" 1' -10 7/16" 8' -0" 10'-1 1/8" 8' -2 11/16" 25'-0 5/8" 16'-0" 22'-0" 25'-0 5/8" 9' -1 1/8" 8' -0" 25'-0 5/8" 20'-0" 1'-2 1/8" BASEMENT FLOOR PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM MAIN FLOOR PLATE HT. HEADERS WINDOW HEADERS 94.0' 83.0' +/- AVG. OF EXISTING GRADE PLATE HT. WEST ELEVATION SCALE: 1/4" = 1' APPROX. AVG. OF EXISTING GRADE BUILDING HEIGHT 116.0' PLATE HT. HEIGHT RESTRICTION 14 1/8" FLOOR SYSTEM GARAGE FLOOR PLATE HT. HEADERS 96.0' AVG. OF EXISTING GRADE BUILDING HEIGHT 116.0' WINDOW HEADERS 1.5 12 4 12 11 11 11 11 22 22 22 33 33 33 44 44 44 55 77 77 77 77 77 88 88 99 99 11111111 12121212 WINDOW HEADERS D13-6080 D12-9080D19-9080 W14-2626W13-2626W12-2626 W08 126100 - CUSTOM MULLED UNIT W16-2650 W35 12636 - CUSTUM MULLED UNIT D20-9080 D22-3080 W43-3624 W45-3624W44-3624 EXTERIOR DETAILS CULTURED STONE. TYPE AND COLOR TO BE DETERMINED. CONTINUOUS ALUMINUM GUTTERS. 36" GLASS RAILING ENCLOSED HARDI-SOFFIT (VENTED) HARDI PLANK SIDING INSTALLED WITH 7" EXPOSURE STANDING SEAM METAL ROOFING. 5/4" X 8" FASCIA 24 X 24 CONCRETE PAVERS 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 TYPICAL DOWNSPOUT EXPOSED GLU-LAM BEAM. NATURAL FINISH. HORIZ. CEDAR SHINGLE SIDING WITH 6" EXPOSURE RETAINING WALL - LANDSCAPE BLOCK OR ROCKERY 5/4" X 12 TRIM BAND 1717 HARDI PLANK SIDING INSTALLED WITH 5" EXPOSURE 1818 1919 W22-4020 W23-4020 W21-3060 11 88 77 EAST ELEVATION @ ENTRY SCALE: 1/4" = 1' W22-4020 W23-4020 W21-3060 W02-2828 D22-3080 WEST ELEVATION @ ENTRY SCALE: 1/4" = 1' W02-2828 D22-3080 W41-3626 W42-3626W39-3626 W40-3626W38-3626W37-3626 SOUTH ELEVATION - DORMER SCALE: 1/4" = 1' W41-3626 W42-3626W39-3626 W40-3626W38-3626W37-3626 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE SOUTH ELEVATION WEST ELEVATION A22 EXTERIOR ELEVATIONS 4210 NAVIGATOR LANE, ANACORTES SHEARWALL INFORMATION BASEMENT SCALE: 1/4" = 1' 17HD 17HD 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 2PW W 17HD 18HD 18HD 8BSW 9BSW 10BSW NO SHEATHING SPLICE TRUSS, RAFTER OR JOIST CEILING SHEATHING SPLICE TRUSS, RAFTER OR JOIST CEILING A34 OPTIONLTP4 OPTION SHEATHING SPLICE NO SHEATHING SPLICE SHEARWALL TOP CONNECTION PARALLEL FRAMING TRUSS OR RAFTER TRUSS OR RAFTER SHEARWALL TOP CONNECTION PERPENDICULAR FRAMING H1 OR H2.5 OPTION SDWC15600 OPTION OR SHEARWALL TOP & BOTTOM CONNECTIONS JOIST W/ SHEATHING OVER RIM JOIST SHEARWALL NO SHEATHING SPLICE JOIST NOT TO SCALE TRUSS HEEL SHEATHING SPLICE H2.5 OPTION SDWC15600 OPTION OR ROOF NAILING CONT. BLOCKING REQ'D ONLY IF SHEATHING IS SPLICED @ TRUSS TO TOP PLATE TALL HEEL TRUSS IF SHEATHING SPLICED HERE, USE H2.5 OR SDWC15600 D2D2D1 D1 TRUSS HEEL SHEATHING STOPS AT PLATE H2.5 OPTION SDWC15600 OPTION OR ROOF NAILING REQ'D ONLY IF SHEATHING IS SPLICED @ TRUSS TO TOP PLATE TALL HEEL TRUSS SHEATHING STOPS HERE JOIST W/ SHEATHING STOPS AT RIM JOIST SHEARWALL SHEATHING STOPS OR SPLICED HERE. JOIST SDWC15600 OPTION H2.5 OPTIONTOP OF SHEARWALL BOTTOM CONNECTION AT FRAMED FLOORD3D3 WALL, BEAM, OR FOUNDATION JOIST WALL SHEATHING STOPS HERE BOTTOM OF SHEARWALL PER PLAN NAIL OR SDS PER SHEARWALL TABLE WALL, BEAM, OR FOUNDATION JOIST NO WALL SHEATHING STOPS HERE BOTTOM OF SHEARWALL PER PLAN CODE MIN. NAILING JOIST W/ SHEATHING STOPS AT RIM JOIST JOIST W/ SHEATHING OVER RIM JOIST CONT. BLOCKING TRUSS BLOCK OR RIM OR CONT. BLOCKING CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J.SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE A23 SHEARWALL INFO 4210 NAVIGATOR LANE, ANACORTES 22 2/17/22 SHEARWALL INFORMATION MAIN FLOOR SCALE: 1/4" = 1' 1PW1PW 1PW W 1PW W 1PW W 1PW W 1PW W 1PW W1PW W 1PW W 1PW W 1PW W 3PW W 3PW W 1PW W 1PW W 1PW W 1PW W 1PW W 1PW W 2PW W 2PW W 2PW W 2PW W 3PW W 3PW W 1PW W 1PW W 1PW W 1PW W 3PW W 3PW W 1PW W 1PW W 1PW W 1PW W 8ASW 9ASW 10ASW SHEARWALL INFORMATION GARAGE SCALE: 1/4" = 1' 1PW W 1PW W 1PW W 1PW W 2PW W 2PW W 2PW W 2PW W 1PW W 1PW W 2PW W 2PW W 17 HOLDOWN 17 HOLDOWN 17 HOLDOWN NO SHEATHING SPLICE TRUSS, RAFTER OR JOIST CEILING SHEATHING SPLICE TRUSS, RAFTER OR JOIST CEILING A34 OPTIONLTP4 OPTION SHEATHING SPLICE NO SHEATHING SPLICE SHEARWALL TOP CONNECTION PARALLEL FRAMING TRUSS OR RAFTER TRUSS OR RAFTER SHEARWALL TOP CONNECTION PERPENDICULAR FRAMING H1 OR H2.5 OPTION SDWC15600 OPTION OR SHEARWALL TOP & BOTTOM CONNECTIONS JOIST W/ SHEATHING OVER RIM JOIST SHEARWALL NO SHEATHING SPLICE JOIST NOT TO SCALE TRUSS HEEL SHEATHING SPLICE H2.5 OPTION SDWC15600 OPTION OR ROOF NAILING CONT. BLOCKING REQ'D ONLY IF SHEATHING IS SPLICED @ TRUSS TO TOP PLATE TALL HEEL TRUSS IF SHEATHING SPLICED HERE, USE H2.5 OR SDWC15600 D2D2D1 D1 TRUSS HEEL SHEATHING STOPS AT PLATE H2.5 OPTION SDWC15600 OPTION OR ROOF NAILING REQ'D ONLY IF SHEATHING IS SPLICED @ TRUSS TO TOP PLATE TALL HEEL TRUSS SHEATHING STOPS HERE JOIST W/ SHEATHING STOPS AT RIM JOIST SHEARWALL SHEATHING STOPS OR SPLICED HERE. JOIST SDWC15600 OPTION H2.5 OPTIONTOP OF SHEARWALL BOTTOM CONNECTION AT FRAMED FLOORD3D3 WALL, BEAM, OR FOUNDATION JOIST WALL SHEATHING STOPS HERE BOTTOM OF SHEARWALL PER PLAN NAIL OR SDS PER SHEARWALL TABLE WALL, BEAM, OR FOUNDATION JOIST NO WALL SHEATHING STOPS HERE BOTTOM OF SHEARWALL PER PLAN CODE MIN. NAILING JOIST W/ SHEATHING STOPS AT RIM JOIST JOIST W/ SHEATHING OVER RIM JOIST CONT. BLOCKING TRUSS BLOCK OR RIM OR CONT. BLOCKING CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE A24 SH E A R W A L L I N F O 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 22 2/17/22 GENERAL NOTES BASIS OF DESIGN – APPLICABLE CODES: CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE WITH THE 2018 IBC. CONSTRUCTION SHALL CONFORM WITH THE MOST RECENT BUILDING CODE ADOPTED BY THE APPROVING JURISDICTION. CALCULATIONS. THE CALCULATIONS INCLUDED HEREIN ARE ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR ANALYSIS IS “BI” (BY INSPECTION.) LIMITED SCOPE OF CONSULTANT’S WORK: CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE OF THE WORK INDICATED HEREIN IS TIM K. GARRISON, P.E., DOING BUSINESS AS CONSTRUCTIONCALC, INC., HEREAFTER INDICATED AS “CCI.” SCOPE OF CONSULTANT’S WORK. THE SCOPE OF WORK OF CCI IS LIMITED TO STRUCTURAL ANALYSIS OF A NEW 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 MINIMUM CODE. LOADS FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN / ANALYSIS: O  ROOF LIVE: 20 PSF. O  ROOF + CEILING DEAD: 15 PSF O  ROOF SNOW: 25 PSF O  FLOOR LIVE: 40 PSF O  FLOOR DEAD, HOUSE, 1.5” GYPCRETE: 28 PSF O  FLOOR DEAD, ATTIC OVER GARAGE: 15 PSF O  STAIRS AND EXITS, RESIDENTIAL, LIVE: 40 PSF O  DECK LIVE: 60 PSF O  DECK DEAD, 2” CONC PAVERS: 32 PSF. O  EXTERIOR WALL DEAD: 10 PSF O  INTERIOR WALL DEAD: 7 PSF O  SEISMIC FACTORS: SS= 1.145, S1= 0.407 O  SEISMIC DES CATEGORY: “D” O  WIND EXPOSURE ‘D’, 3-SEC GUST: 110 MPH. O  ASSUMED ALLOWABLE SOIL BEARING PRESSURE:  2,000 PSF. SINGLE PROJECT:SINGLE PROJECT: THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, AND / OR TABLES PREPARED BY CCI ARE VALID ONLY FOR THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: ONLY COMPETENT PERSONNEL FAMILIAR WITH CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE PROJECT SHOWN HEREIN SHOULD BE EMPLOYED TO ASSEMBLE AND CONSTRUCT THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO CONSTRUCTION METHODS USED, SAFETY PROVISIONS EMPLOYED, AND THE FINISHED AS-BUILT CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. MATERIALS AND METHODS: PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS AND RECOMMENDATIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE ALL FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS. TEMPORARY SUPPORT AND BRACING: GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING CONSTRUCTION. DESIGN OF SAME IS NOT INCLUDED HEREIN. CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- SUPPORTING DEVICES WITH A QUALIFIED PERSON. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF ALL TEMPORARY AND/OR PERMANENT SUPPORT SYSTEMS. RETAINING WALLS. DO NOT BACKFILL AGAINST RETAINING WALLS UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR RETAINING WALLS THAT ARE TO BE CONNECTED AT THEIR TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BACKFILL AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO THE RETAINING WALL. FOUNDATIONS / CONCRETE GEOTECHNICAL REPORT: CCI IS NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. CCI STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND GEOTECHNICAL ENGINEERING ARE NOT A SPECIALTY OF CCI. CCI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS DATA, WHICH INCLUDES BUT IS NOT LIMITED TO: ALLOWABLE BEARING CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE, AND COHESION. IN THE ABSENCE OF A GEOTECHNICAL REPORT CCI WILL MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER, CCI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND. STRUCTURAL FILL: “STRUCTURAL FILL” SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR OTHER CLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST BE COMPACTED PER THE FOLLOWING SECTION. COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION. IN NON-PAVED OR NON-FOOTING AREAS USE STRUCTURAL BACKFILL OR NATIVE BACKFILL MINUS ROCKS, LUMPS, AND ORGANIC MATTER, COMPACTED TO 92% RELATIVE COMPACTION. WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT TO 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER- EXCAVATION AND COMPACT PER THE ABOVE. FOUNDATIONS, FOOTINGS ON SOIL: ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED EXISTING SOIL OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINGS AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12". FOUNDATIONS, FOOTINGS ON ROCK: WHERE FOOTINGS BEAR ON ROCK, CLEAN THE ROCK FREE OF LOOSE ROCK, DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRESSURE WASH AS NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. WHERE ROCK IS SLOPED LESS THAN 4:1 (14-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY. WHERE ROCK IS SLOPED 4:1 (14-DEGREES) OR GREATER (UP TO 45-DEGREES MAX), USE #4 X 18” LONG DOWELS ROTOHAMMERED MIN., 8” INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE ½” DIAMETER, PERPENDICULAR TO FACE OF ROCK. NO EPOXY IS NECESSARY. DOWELS TO BE LOCATED AS FOLLOWS: O   FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6” OF ENDS, CORNERS, AND INTERSECTIONS AND AT 36” OC MAX SPACING. DOWELS TO BE CENTERED ON STEMWALL. O   FOR PAD FOOTINGS LARGER THAN 12” SQUARE OR ROUND, USE THREE DOWELS SPACED 8” APART, CENTERED ON FOOTING. IF DOWEL IS TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY TO PROVIDE 2” COVER AT TOP AND / OR SIDE(S). O   FOR PAD FOOTINGS EQUAL OR SMALLER THAN 12” SQUARE OR ROUND, USE TWO DOWELS SPACED 6” APART, CENTERED ON FOOTING. IF DOWEL IS TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY TO PROVIDE 2” COVER AT TOP AND / OR SIDE(S). SLABS ON GRADE. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS) ARE RECOMMENDED FOR ALL INTERIOR SLABS. FOOTING DRAINS. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4” PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED. STANDARD CONCRETE:STANDARD CONCRETE: STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND WALLS SHALL ATTAIN A MINIMUM 28 DAY STRENGTH OF F'C = 2,500 PSI UNLESS OTHERWISE NOTED ON PLANS. MINIMUM CEMENT CONTENT = 5 SACKS PER CUBIC YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. ALL MATERIALS SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN ACCORDANCE WITH IBC AND ACI 304, LATEST EDITION. ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, FLOWABILITY, AND / OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OF THE CONCRETE IS NOT ADVERSELY AFFECTED. AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR WEATHER. FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE WITH ASTM C618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD CONCRETE LISTED ABOVE. CONCRETE REINFORCING:CONCRETE REINFORCING: STRENGTH: STANDARD FOOTINGS, STEM WALLS, SLABS ON GRADE.  REINFORCING BARS (REBAR) FOR STANDARD FOOTINGS, STEM WALLS, AND SLABS ON GRADE SHALL BE GRADE 40 (FY = 40 KSI) OR BETTER, UNLESS OTHERWISE SPECIFIED IN THE PLANS. STRENGTH: RETAINING WALLS AND OTHER STRUCTURAL ELEMENTS.  REINFORCING BARS (REBAR) FOR RETAINING WALLS RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS, AND FOR STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY = 60 KSI) UNLESS OTHERWISE SPECIFIED IN THE PLANS. SPLICING, BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN ACCORDANCE WITH THE MOST RECENT ACI CODE ADOPTED BY THE JURISDICTION. WELDED WIRE FABRIC. UNLESS OTHERWISE SPECIFIED, WELDED WIRE FABRIC (WWF) SHALL BE W2.9, 6”X6” (6 GA.), ASTM A-185. SPLICE BY LAPPING ONE MESH +2" ALL SIDES. COVER. PROVIDE THE FOLLOWING MINIMUM COVER: FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH ......2" SURFACES EXPOSED TO WEATHER........................1-1/2” FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED. BOLTS AND DOWELS IN CURED CONCRETE:BOLTS AND DOWELS IN CURED CONCRETE: GENERAL. THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT = 4-INCHES UNLESS OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3” FROM HOLE CENTERLINE UNLESS OTHERWISE SPECIFIED. EXISTING REINFORCING. IT IS IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON- DESTRUCTIVE METHODS (PACHOMETER, RADAR, OR SIMILAR). WASHERS. USE 3”X3”X.229” WASHERS ON ALL WOOD MUD SILL ANCHOR BOLTS. SUCH WASHERS MAY BE SLOTTED, WITH PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC. AT NON-MUD SILL LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. NON-EPOXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS. THESE ANCHORS MAY BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL  PER MANUFACTURER’S RECOMMENDATIONS. EPOXY SYSTEMS. FOR BOLTS, USE SIMPSON EPOXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH STRENGTH EPOXY, WITH ZINC PLATED, A307 ‘ALL-THREAD’ BOLTS AS SHOWN IN THE SKETCHES. FOR DOWELS, USE ET-HP OR SET HIGH STRENGTH EPOXY AND REBAR AS SPECIFIED ON THE PLANS AND CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPOXY MANUFACTURER’S RECOMMENDATION. CONVENTIONAL WOOD FRAMING GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING CODE. FRAMING MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR - LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE SHOWN. ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. STUDS. STUDS IN EXTERIOR WALLS SHALL BE A SINGLE MEMBER (NOT SPLICED NOR DISCONTINUOUS) FROM HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR DIAPHRAGMS, ETC. STUD SIZE, MATERIAL, AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS IS SHOWN IN SHEAR WALL TABLE. BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2 OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT (PRESSURE TREATED) MAY BE HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS SECTION BELOW. NAILS: NAILS CALLED OUT HEREIN ARE “COMMON” SIZES, I.E. 16D, 12D, 10D, 8D. SMALLER DIAMETER, SIMILAR LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8, 16D ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED IS 8*1.5 = 12. AS ANOTHER EXAMPLE IF 16D NAILS ARE CALLED OUT AT 4” SPACING, THE SPACING OF SIMILAR LENGTH, NARROWER NAIL GUN NAILS SHALL BE 4/1.5 = 2.7”. SHEAR WALLS: WALLS CALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE BY NATIONALLY-APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP AND BOTTOM TO DIAPHRAGMS. WALLS NOT SPECIFICALLY CALLED OUT, OR LABLED “NS” ARE NOT INTENDED AS SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. SHEATHING. “PW” WALLS, USE PLYWOOD OR OSB, MINIMUM THICKNESS AND NAILING AS INDICATED IN SHEAR WALL TABLE, ORIENTED EITHER DIRECTION. “GW” WALLS ARE DRYWALL SHEAR WALLS, USE PER SHEAR WALL TABLE. SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH “PW” AND “GW” WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR WINDOW CORNER. MULTIPLE PLY MEMBERS. TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X IS PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 16D AT 4” OC, STAGGERED. BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL IS PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 16D AT 4” SPACING. GLUE, EPOXY. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM SHEAR STRENGTH OF 450 PSI AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER MANUFACTURER’S RECOMMENDATIONS. EPOXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND INTENDED FOR WOOD USE. WOOD AND DOWEL SHALL BE CLEAN AND DRY PRIOR TO EPOXY INSTALLATION. WINDOW AND DOOR OPENINGS. HEADER. USE MINIMUM SIZE AS CALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL DIMENSION VERTICAL. IF HEADER IS LESS THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR SINGLE LVL) USE A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN AN “L” CONFIGURATION WITH 16D AT 4” MAX SPACING.  IF NO HEADER IS SPECIFIED, THE WALL IS ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE AS THE HEADER. MULTIPLE ADJACENT OPENINGS. WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL, HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS BETWEEN THEM. EACH HEADER SHALL USE THE  NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL CALLOUTS. TRIMMERS, AKA JACK STUDS. USE SIZE (OR LARGER) PER STRUCTURAL CALLOUTS. CONCEALED FLANGE HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. KING STUDS. UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL-HEIGHT, BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. * OPENING LESS THAN 6’ WIDE – USE MIN., ONE KING STUD EACH END OF HEADER. * OPENING 6.1’ WIDE TO 9’ WIDE – USE MIN., TWO KING STUDS EACH END OF HEADER. * OPENING 9.1’ WIDE TO 16’ WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. DISCONTINUOUS TOP PLATE. WHERE WALL TOP PLATES ARE CUT, OMITTED, OR OTHERWISE DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP PLATE BEYOND WITH A HORIZONTAL CS18 STRAP WITH MINIMUM 12” LENGTH ON THE HEADER AND 12” LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. ANCHOR BOLTS. SHEAR WALL ANCHOR BOLTS CONNECTING MUD SILLS, USE 5/8” DIAMETER X 8” MIN EMBEDMENT AT THE SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60” OC AND WITHIN 12” OF ENDS AND CORNERS, WITH 3” X 3” X .229” STEEL WASHERS, WRENCH TIGHT.  WET SET ANCHOR BOLTS SHALL HAVE A HOOK OR HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN LIEU OF WET SET - SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET-SET ANCHOR BOLTS AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR WET SET ANCHOR BOLTS. NON-SHEAR WALL ANCHOR BOLTS SHALL BE SPACED A MAXIMUM OF 72-INCHES AND WITHIN 12-INCHES OF ENDS AND CORNERS AND SHALL BE FITTED WITH 2” STEEL PLATE WASHERS. USE EITHER 1/2” DIAMETER X 8” MIN EMBEDMENT WET-SET, OR 1/2” TITEN HD WITH 4” MIN EMBEDMENT. NON-SHEAR WALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2” MIN CONCRETE EMBEDMENT, AT 16" OC, UNLESS OTHERWISE SHOWN . DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION- RESISTANT SCREWSSCREWS, SIMPSON SD9 OR SIMILAR.  HANGERS SHALL BE U OR LU ONLY (NOT LUS.) LEDGERS SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS. ALL HARDWARE AND CONNECTORS SHALL BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR SIMILAR. PRESSURE TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND / OR SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT, OR OTHERWISE NON-REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, ETC.) OR STRUCTURAL STEEL MEMBERS. IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CASES USE A LAYER OF HEAVY, ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH BRIDGING OR BLOCKING AT 8' OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM CONNECTION ON THE TOP . FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE SUPPORTS BENEATH. BOLTS. UNLESS OTHERWISE SPECIFIED: USE WASHERS ON ALL BOLTS; TIGHTEN ALL BOLTS TO A VERY SNUG WRENCH TIGHT CONDITION; USE STANDARD A307 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME DIAMETER HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16” LARGER THAN THE BOLT DIAMETER. PROVIDE THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF BOLTED WOOD, AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: 5/8 INCH DIAMETER BOLTS ................... 3 INCHES 3/4 INCH DIAMETER BOLTS ................... 3.75 INCHES MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GUSSETS, FLANGES, WEBS, ETC.) SHALL BE ONE INCH. ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LESS EDGE DISTANCE THAN SHOWN ABOVE. LAG BOLTS. ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4” SHALL HAVE PILOT HOLES PRE-DRILLED. SIZE OF PILOT HOLE IN THREADED PORTION SHALL BE 70% OF THE UNTHREADED SHANK DIAMETER (OR ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. PRE-FABRICATED FRAMING CONNECTORS MANUFACTURER: SIMPSON BRAND IS SPECIFIED, HOWEVER ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED ITEM CANNOT BE GUARANTEED IF THIS PROVISION IS NOT ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF INSTALLATION RISKS CRACKING OF WOOD, CONTACT ENGINEER FOR ALTERNATE NAILING AND / OR ALTERNATE CONNECTOR. SIMPSON SDS WOOD SCREWS. WHERE SPECIFIED, INSTALL PER MANUFACTURER’S RECOMMENDATIONS. IN GENERAL THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD IS OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. SIMPSON SD WOOD SCREWS. WITH MOST SIMPSON CONNECTORS, CONTRACTOR MAY USE SD9 IN LIEU OF 10D NAILS, AND / OR SD10 IN LIEU OF 16D NAILS. THESE ARE PROVIDED IN 1-1/2” AND 2-1/2” LENGTHS. USE THE LENGTH NECESSARY FOR FULL PENETRATION INTO THE MEMBER(S) CONNECTED. PREFAB WOOD PRODUCTS PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING MEMBER SIZES, FORCES, INSTALLATION PROCEDURES, BLOCKING, BRACING, ETC. ENGINEERED WOOD – GENERAL. THESE PRODUCTS MUST BE PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. FAILURE TO DO THIS MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT MEETS THE BELOW SPECIFICATIONS IS ACCEPTABLE. I-BEAM COMPOSITE WEB / FLANGE JOIST PRODUCTS. THE CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING / BRACING AS SHOWN ON THE PLANS AND / OR AS RECOMMENDED BY THE MANUFACTURER. PSL (PARALLEL STRAND LUMBER) AND VERSA-LAM. USE MINIMUM 2.0E, 2,900 PSI MINIMUM ALLOWABLE BENDING STRESS. LVL (LAMINATED VENEER LUMBER). USE MINIMUM 1.9E, 2,600 PSI MINIMUM ALLOWABLE BENDING STRESS. LSL (LAMINATED STRAND LUMBER). MEMBERS INDICATED AS 1.5E SHALL HAVE MIN., 1.5E MODULUS OF ELASTICITY AND 2,300 PSI ALLOWABLE BENDING STRESS. MEMBERS INDICATED AS 1.3E SHALL HAVE MIN., 1.3E MODULUS OF ELASTICITY AND 1,700 PSI MIN. ALLOWABLE BENDING STRESS. GLUE-LAMINATED TIMBERS. UNLESS OTHERWISE NOTED, ALL GLULAM BEAMS SHALL BE 24F-V4 DF/DF. ANY THAT SPAN CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS OR ARE CANTILEVERED, USE 24F-V8 DF/DF. USE INDUSTRIAL APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE GRADE. PRESSURE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN 10% WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES FOR PRESSURE TREATING. ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC APPROVED FABRICATOR. STORE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CHIEF ARCHITECT X12 TH E I N F O R M A T I O N , P L A N S , D E S I G N S , N O T E S A N D A R R A N G E M E N T S S H O W N O N T H I S D R A W I N G A R E C O N F I D E N T I A L AN D M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F ST R A N D B E R G C O N S T R U C T I O N I N C . D R A W I N G S N O T E D A S P R E L I M I N A R Y , S C H E M A T I C , A N D / O R C O N C E P T C O N T A I N IN F O R M A T I O N T H A T I S C O N C E P T U A L A N D S U B J E C T T O C H A N G E . T H E D E S I G N E R M A K E S N O C L A I M F O R A C C U R A C Y OF C O N C E P T U A L I N F O R M A T I O N O R O F I N F O R M A T I O N S U P P L I E D B Y O T H E R S . INITIAL : OWNER APPROVAL PR O J E C T / C L I E N T I N F O 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BU I L D E R I N F O : We d n e s d a y , F e b r u a r y 1 6 , 2 0 2 2 PR I N T E D : HU M E R I C K H O U S E RE S I D E N C E FI L E : C: / U s e r s / j i m / D r o p b o x / 1 A - S y k o r a H o m e D e s i g n / S t r a n d b e r g P r o j e c t s / H u m e r i c k h o u s e / D e s i g n / H u m e r i c k h o u s e 2 4 x 3 6 L a y o u t - Bl u e p r i n t F I N A L . l a y o u t DRAWN BY: SCALE DATE A25 EN G I N E E R I N G SP E C I F I C A T I O N S 42 1 0 N A V I G A T O R L A N E , A N A C O R T E S 22 2/17/22 1'-5 7/16" 1'-5 1/2" 1'-9 3/16" R-10 ON EXTERIOR OF WALL @ SLAB ON GRADE PER R402.2.91 SCALE: 1" = 1' R-15 CONTINUOUS ON INTERIOR WALL - BELOW GRADE FOUNDATION WALL2 SCALE: 1" = 1' 24" MAX OR ON TOP OF FOOTING R-10 RIGID FOAM FLASHING FRAMED WALL TYP. CONCRETE SLAB R-10 RIGID FOAM FOUNDATION STEMWALL TYP. FOOTING TYP. 2X3 FRAMING R-10 RIGID FOAM R-5 RIGID FOAM CONCRETE WALL R-15 (TYPICALLY 3") RIGID FOAM R-5 1" THERMAL FOAM R-10 2" RIGID BREAK R-21 WITH AIR GAP & R-5 THERMAL BREAK3 SCALE: 1" = 1' R-5 THERMAL FOAM R-10 RIGID BREAK SCALE: 1/2" = 1' R-21 INSULATION DO NOT ALLOW INSULATION TO CONTACT FOUNDATION WALL 1" AIR GAP 2 X 6 FRAMED WALL TYP. CONCRETE SLAB CONCRETE SLAB TYP. CONC. WALL NNOOTTEE:: R-13 WITH R-5 CONTINUOUS4 SCALE: 1" = 1' R-5 THERMAL FOAM R-10 RIGID BREAK 1/2" DRYWALL TYP. 2 X 4 FRAMED WALL TYP. CONCRETE SLAB TYP. CONC. WALL R-5 CONTINUOUS FOAM ( 1" TYP.) R-10 CONTINUOUS UNDER SLAB5 SCALE: 1" = 1' R-5 THERMAL FOAM 1" TYP. 2" IS ACCEPTABLE R-10 RIGID BREAK 2" TYP. CONCRETE SLAB TYP. CONC. WALL TYP. FOUNDATION WALL PLAN HEIGHT OF FOUNDATION WALL TO ACCOMMODATE RIGID FOAM UNDER SLAB. PERMANENT BAFFLE - RIM JOIST6 SCALE: 1" = 1' FRAMED WALL TYP. FOUNDATION STEMWALL TYP. BAFFLE @ FOUNDATION WALL7 SCALE: 1" = 1' 24" MIN. ON TOP OF FOOTING 6 MIL. RIM VENT FRAMED WALL TYP. FOUNDATION STEMWALL TYP. 24" MIN. ON TOP OF FOOTING 6 MIL. PERMANENT BAFFLE 30* FOUNDATION VENT PERMANENT BAFFLE 30* FLOOR SHEATHING FLOOR JOIST FLOOR INSULATION FLOOR SHEATHING FLOOR JOIST FLOOR INSULATION WA STATE ENERGY CODE - RESIDENTIAL PROVISIONSWA STATE ENERGY CODE - RESIDENTIAL PROVISIONS SECTIONS R402.2.1R402.2.1 THROUGH R404.1R404.1 PER IRC RR702.7PER IRC RR702.7 DO NOT INSTALL VAPOR RETARDERS IN BELOW GRADE WALLS. SATISFY THE U-FACTOR REQUIREMENTS.     EXAMPLE OF AREA WEIGHTED U-VALUE CALCULATION:    EXAMPLE OF AREA WEIGHTED U-VALUE CALCULATION:     WINDOW #1 AREA 10 SF U = .34 U X A = 3.4     WINDOW #2 AREA 15 SF U = .28 U X A = 4.2     TOTAL AREA 25 SF                TOTAL U X A = 7.6                                                AREA WEIGHTED AVERAGE 7.6/25 = 0.30 THE GLAZING SCHEDULE CAN HELP WITH THIS COMPUTATION. R402.3.3 GLAZED FENESTRATION EXEMPTIONR402.3.3 GLAZED FENESTRATION EXEMPTION UP TO 15 SQUARE FEET (1.4 M2 ) OF GLAZED FENESTRATION PER DWELLING UNIT SHALL BE PERMITTED TO BE EXEMPT FROM U-FACTOR AND SHGC REQUIREMENTS IN SECTION R402.1.1. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.4. R402.3.4R402.3.4 OPAQUE DOOR EXEMPTION OPAQUE DOOR EXEMPTION ONE SIDE-HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQUARE FEET (2.22 M2 ) IN AREA IS EXEMPTED FROM THE U-FACTOR REQUIREMENT IN SECTION 402.1.1. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.4. TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION REQUIREMENTS TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION REQUIREMENTS AIR BARRIERS AND INSULATION MUST BE INSTALLED IN ACCORDANCE WITH TABLE 402.4.1.1, BELOW. R402.4.1.2 TESTING R402.4.1.2 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. R402.4.2 FIREPLACES R402.4.2 FIREPLACES NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS AND OUTDOOR COMBUSTION AIR. R402.4.2.1 GAS FIREPLACE EFFICIENCYR402.4.2.1 GAS FIREPLACE EFFICIENCY ALL GAS FIREPLACE HEATERS RATED TO ANSI Z21.88 SHALL BE LISTED AND LABELED WITH A FIREPLACE EFFICIENCY (FE) RATING OF 50% OR GREATER IN ACCORDANCE WITH CSA P. 4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSI Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, IN ACCORDANCE WITH CSA P.4.1. R402.4.4 COMBUSTION AIR OPENINGS R402.4.4 COMBUSTION AIR OPENINGS WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES, THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1, WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE WALL R[1]VALUE REQUIREMENT. THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8.     EXCEPTIONS:     1. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.     2. FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND SECTION R1006 OF THE INTERNATIONAL         RESIDENTIAL CODE. R402.4.5 RECESSED LIGHTINGR402.4.5 RECESSED LIGHTING RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE TYPE IC-RATED AND LABELED CERTIFIED UNDER ASTM E283 AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. R403.1.1 PROGRAMMABLE THERMOSTATS FOR FORCED AIR FURNACESR403.1.1 PROGRAMMABLE THERMOSTATS FOR FORCED AIR FURNACES WHERE THE PRIMARY HEATING SYSTEM IS A FORCED-AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A 1. THE SUPPLY AND RETURN DUCTS SHALL HAVE AN INSULATION R-VALUE NOT LESS THAN R-8. 2. AT ALL POINTS ALONG EACH DUCT, THE SUM OF THE CEILING INSULATION R-VALUE AGAINST AND ABOVE THE TOP OF THE DUCT, AND AGAINST AND BELOW THE BOTTOM OF THE DUCT, SHALL BE NOT LESS THAN R-19, EXCLUDING THE R-VALUE OF THE DUCT INSULATION.      EXCEPTION: SECTIONS OF THE SUPPLY DUCT THAT ARE LESS THAN 3 FEET (914 MM) FROM THE SUPPLY OUTLET      SHALL NOT BE REQUIRED TO COMPLY WITH THESE REQUIREMENTS. R403.3.7 DUCTS LOCATED IN CONDITIONED SPACE R403.3.7 DUCTS LOCATED IN CONDITIONED SPACE FOR DUCTS TO BE CONSIDERED AS INSIDE A CONDITIONED SPACE, SUCH DUCTS SHALL COMPLY WITH EITHER OF THE FOLLOWING: 1. ALL DUCT SYSTEMS SHALL BE LOCATED COMPLETELY WITHIN THE CONTINUOUS AIR BARRIER AND WITHIN THE BUILDING THERMAL ENVELOPE. 2. ALL HEATING, COOLING AND VENTILATION SYSTEM COMPONENTS SHALL BE INSTALLED INSIDE THE CONDITIONED SPACE INCLUDING, BUT NOT LIMITED TO, FORCED AIR DUCTS, HYDRONIC PIPING, HYDRONIC FLOOR HEATING LOOPS, CONVECTORS AND RADIATORS. COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. 3.FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS IS PERMITTED TO BE LOCATED OUTSIDE THE CONDITIONED SPACE, PROVIDED THEY ARE INSULATED TO A MINIMUM OF R-8. 3.1. METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. 3.2. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. R403.5.3 HOT WATER PIPE INSULATIONR403.5.3 HOT WATER PIPE INSULATION INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM THERMAL RESISTANCE OF R-3. AN SBCC INTERPRETATION STATES THAT INSULATION CAN BE DISCONTINUOUS WHERE PASSING THROUGH FRAMING MEMBERS OR WHERE NECESSARY TO PASS ANOTHER PIPE IN A STUD SPACE. R403.5.5 ELECTRIC WATER HEATER INSULATION R403.5.5 ELECTRIC WATER HEATER INSULATION ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10. R403.6.1 MECHANICAL VENTILATION R403.6.1 MECHANICAL VENTILATION A MECHANICAL VENTILATION SYSTEM IS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE WASHINGTON STATE AMENDMENTS TO THE 2019 INTERNATIONAL RESIDENTIAL CODE. ASHRAE STANDARD 62.2 IS AN ACCEPTABLE ALTERNATIVE FOR A SINGLE-FAMILY AND TOWNHOUSES, BUT IS NOT AN ACCEPTABLE EQUIVALENT FOR IMC LOW-RISE MULTIFAMILY. R404.1 LIGHTING EQUIPMENT R404.1 LIGHTING EQUIPMENT A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. R402.2.1 CEILINGS WITH ATTIC SPACES R402.2.1 CEILINGS WITH ATTIC SPACES WHERE SECTION R402.1.1 WOULD REQUIRE R-49 IN THE CEILING, INSTALLING R-38 OVER 100% OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND TOTAL UA ALTERNATIVE IN SECTION R402.1.4.  R402.2.1.1 LOOSE FILL INSULATION IN ATTIC SPACES  R402.2.1.1 LOOSE FILL INSULATION IN ATTIC SPACES OPEN-BLOWN OR POURED LOOSE FILL INSULATION MAY BE USED IN ATTIC SPACES WHERE THE SLOPE OF THE CEILING IS NOT MORE THAN 3 FEET IN 12 AND THERE IS AT LEAST 30 INCHES OF CLEAR DISTANCE FROM THE TOP OF THE BOTTOM CHORD OF THE TRUSS OR CEILING JOIST TO THE UNDERSIDE OF THE SHEATHING AT THE ROOF RIDGE. R402.2.3 EAVE BAFFLER402.2.3 EAVE BAFFLE FOR AIR PERMEABLE INSULATION IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. R402.2.4 ACCESS HATCHES AND DOORS R402.2.4 ACCESS HATCHES AND DOORS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. R402.2.7 FLOORS R402.2.7 FLOORS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. INSULATION SUPPORTS SHALL BE INSTALLED SO SPACING IS NO MORE THAN 24 INCHES ON CENTER. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. R402.2.7 FLOORS EXCEPTION R402.2.7 FLOORS EXCEPTION THE FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOPSIDE OF SHEATHING OR CI INSTALLED ON THE BOTTOM SIDE OF FLOOR FRAMING WHERE COMBINED WITH INSULATION THAT MEETS OR EXCEEDS THE MINIMUM WOOD FRAME R-VALUE IN TABLE R402.1.1 AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. R402.2.7 FLOORS EXCEPTIONR402.2.7 FLOORS EXCEPTION WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. R402.2.7 FLOORS EXCEPTION R402.2.7 FLOORS EXCEPTION SUBSTANTIAL CONTACT WITH THE SURFACE BEING INSULATED IS NOT REQUIRED IN ENCLOSED FLOOR/CEILING ASSEMBLIES CONTAINING DUCTS WHERE FULL R VALUE INSULATION IS INSTALLED BETWEEN THE DUCT AND THE EXTERIOR SURFACE. R402.2.8 BASEMENT WALLS R402.2.8 BASEMENT WALLS BELOW-GRADE EXTERIOR WALL INSULATION USED ON THE EXTERIOR (COLD) SIDE OF THE WALL SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE TOP OF THE FOOTING AND SHALL BE APPROVED FOR BELOW-GRADE USE. ABOVE-GRADE INSULATION SHALL BE PROTECTED. INSULATION USED ON THE INTERIOR (WARM) SIDE OF THE WALL SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE BELOW-GRADE FLOOR LEVEL AND SHALL INCLUDE R-5 RIGID BOARD PROVIDING A THERMAL BREAK BETWEEN THE CONCRETE WALL AND THE SLAB. R402.2.9 SLAB-ON-GRADE FLOORS R402.2.9 SLAB-ON-GRADE FLOORS THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATION AROUND THE PERIMETER OF UNHEATED OR HEATED SLAB-ON-GRADE FLOORS SHALL BE AS SPECIFIED IN TABLE R402.1.1. THE INSULATION SHALL BE PLACED ON THE OUTSIDE OF THE FOUNDATION OR ON THE INSIDE OF THE FOUNDATION WALL. THE INSULATION SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR A MINIMUM DISTANCE AS SHOWN IN THE TABLE OR TO THE TOP OF THE FOOTING, WHICHEVER IS LESS, OR DOWNWARD TO AT LEAST THE BOTTOM OF THE SLAB AND THEN HORIZONTALLY TO THE INTERIOR OR EXTERIOR FOR THE TOTAL DISTANCE SHOWN IN THE TABLE. A 2-INCH BY 2-INCH (MAXIMUM) PRESSURE TREATED NAILER MAY BE PLACED AT THE FINISHED FLOOR ELEVATION FOR ATTACHMENT OF INTERIOR FINISH MATERIALS. INSULATION EXTENDING AWAY FROM THE BUILDING SHALL BE PROTECTED BY PAVEMENT OR BY A MINIMUM OF 10 INCHES (254 MM) OF SOIL. R402.3.1 U-FACTORR402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. R403.1.2 HEAT PUMP SUPPLEMENTARY HEATR403.1.2 HEAT PUMP SUPPLEMENTARY HEAT UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE CONTROLS THAT MINIMIZE SUPPLEMENTAL HEAT USAGE DURING START-UP, SET-UP, AND DEFROST CONDITIONS. SEE R403.1.2 FOR CONTROL AND SET-UP REQUIREMENTS. R403.3.1 INSULATIONR403.3.1 INSULATION DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-8. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. R403.3.2 SEALINGR403.3.2 SEALING DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS APPLICABLE.     EXCEPTIONS: 1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP- LOCK AND BUTTON-LOCK TYPES. R403.3.3 DUCT TESTING R403.3.3 DUCT TESTING DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED.     EXCEPTIONS: 1. THE TOTAL LEAKAGE TEST OR LEAKAGE TO THE OUTDOORS IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. 2. A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUCTS SERVING HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUCTS SERVING HEATING OR COOLING SYSTEMS. A WRITTEN REPORT OF RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. R403.3.4 DUCT LEAKAGER403.3.4 DUCT LEAKAGE THE TOTAL LEAKAGE OF DUCTS, WHERE MEASURED IN ACCORDANCE WITH SECTION R403.3.3, SHALL BE AS FOLLOWS: 1.ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CFM (85 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA. 2.POSTCONSTRUCTION TEST: LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA OR TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. R403.3.5 BUILDING CAVITIES R403.3.5 BUILDING CAVITIES BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOORS OR CEILINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. R403.3.6 DUCTS BURIED WITHIN CEILING INSULATIONR403.3.6 DUCTS BURIED WITHIN CEILING INSULATION  WHERE SUPPLY AND RETURN AIR DUCTS ARE PARTIALLY OR COMPLETELY BURIED IN CEILING INSULATION, SUCH DUCTS SHALL COMPLY WITH ALL OF THE FOLLOWING: CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 4210 NAVIGATOR LANE, ANACORTES A26 WA STATE ENERGY CODE PRESCRIPTIVE ENERGY CODE COMPLIANCEPRESCRIPTIVE ENERGY CODE COMPLIANCE ALL CLIMATE ZONES (TABLE R402.1.1) R-VALUE a U-FACTOR a N/A 0.30FENESTRATION U-FACTOR b N/A 0.50SKYLIGHT U-FACTOR b N/AGLAZED FENESTRATION SHGC b,e 49 0.026CEILING e 21 INT 0.056WOOD FRAME WALL g,h 30 0.029FLOOR 10/15/21 INT + TB 0.042BELOW GRADE WALL c,h 10, 2 FTSLAB d,f R-VALUE & DEPTH N/A N/A a R-VALUE ARE MINIMUMS. U-FACTOR AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. c "10/15/21 + 5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21 + 5TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "5TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE SECTION R402.2.9.1. e FOR SINGLE RAFTER - OR JOIST-VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATED OF THE EXTERIOR WALL. f R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. g FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400 e INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78% OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. SELECTING CREDITSSELECTING CREDITS EACH DWELLING UNIT IN A RESIDENTIAL BUILDINGIN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 (FUEL NORMALIZATION CREDITS) AND TABLE 406.3 (ENERGY CREDITS) TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS. TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION SELECTED AND THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCES OF OPERATION. 1. SMALL DWELLING UNIT: SMALL DWELLING UNIT: 3 CREDITS3 CREDITS DWELLING UNITS LESS THAN 1,500 SF IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SF OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING THAT ARE GREATER THAN 500 SF OF HEATED FLOOR AREA BUT LESS THAN 1,500 SF. 2. MEDIUM DWELLING UNIT: MEDIUM DWELLING UNIT: 6 CREDITS6 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1 OR #3 3. LARGE DWELLING UNIT: LARGE DWELLING UNIT: 7 CREDITS7 CREDITS DWELLING UNITS EXCEEDING 5,000 SF OF CONDITIONED FLOOR AREA 4. ADDITIONS LESS THAN 500 SQUARE FEET: ADDITIONS LESS THAN 500 SQUARE FEET: 1.5 CREDITS1.5 CREDITS ALL OTHER ADDITIONS SHALL MEET 1-3 ABOVE. SUMMARY OF TABLE R406.2 FUEL NORMALIZATION DESCRIPTIONSHEATING OPTIONS CREDITS - SELECT ONE HEATING OPTION 1 COMBUSTION HEATING MINIMUM NAECA b 0.0 2 HEAT PUMP c 1.0 0.0 3 ELECTRIC RESISTANCE HEAT ONLY - FURNACE OR ZONAL -1.0 4 DHP WITH ZONAL ELECTRIC RESISTANCE PER OPTION 3.4 0.5 5 ALL OTHER HEATING SYSTEMS -1.0 ENERGY CREDIT OPTION DESCRIPTIONS HEATING OPTIONS CREDITS - SELECT ONE ENERGY OPTION FROM EACH CATEGORY d 1.1 EFFICIENT BUILDING ENVELOPE 0.5 1. 2 EFFICIENT BUILDING ENVELOPE 1.0 1. 3 EFFICIENT BUILDING ENVELOPE 0.5 1. 4 EFFICIENT BUILDING ENVELOPE 1.0 1. 5 EFFICIENT BUILDING ENVELOPE 2.0 1. 6 EFFICIENT BUILDING ENVELOPE 3.0 1. 7 EFFICIENT BUILDING ENVELOPE 0.5 0.5 2.1 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 0.5 2. 2 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0 ENERGY CREDIT OPTION DESCRIPTIONS (CONT.) HEATING OPTIONS CREDITS - SELECT ONE ENERGY OPTION FROM EACH CATEGORY d 5. 1 d EFFICIENT WATER HEATING 0.5 2. 3 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.5 2. 4 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.0 3. 1 a HIGH EFFICIENCY HVAC 1.0 3. 2 HIGH EFFICIENCY HVAC 1.0 1.0 3. 3 a HIGH EFFICIENCY HVAC 1.5 3. 4 HIGH EFFICIENCY HVAC 1.5 3. 5 HIGH EFFICIENCY HVAC 3. 6 a HIGH EFFICIENCY HVAC 2.0 1.5 4. 1 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 0.5 4. 2 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 1.0 5. 2 EFFICIENT WATER HEATING 0.5 5. 3 EFFICIENT WATER HEATING 1.0 5. 4 EFFICIENT WATER HEATING 1.5 5. 5 EFFICIENT WATER HEATING 2.0 5. 6 EFFICIENT WATER HEATING 2.52.5 6. 1 e RENEWABLE ENERGY (3 CREDITS MAX)1.0 7. 1 APPLIANCE PACKAGE 0.5 TOTAL CREDITS: TOTAL CREDITS: 6.0 a.AN ALTERNATIVE HEARING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED FLOOR AREA OR 500 W, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. b.EQUIPMENT LISTED IN TABLE C403.3.2(4) OR C403.3.2(5) c.EQUIPMENT LISTED IN TABLE C403.3.2(1) OR C403.3.2(2) d.YOU CANNOT SELECT MORE THAN ONE OPTION FROM ANY CATEGORY EXCEPT CATEGORY 5. OPTION 5.1 MAY BE COMBINED WITH OPTIONS 5.2 THROUGH 5.6. SEE TABLE 406.3. e.1.0 CREDIT FOR EACH 1,200 kWh OF ELECTRICAL GENERATION PROVIDED ANNUALLY, UP TO 3 CREDITS MAX. SEE THE COMPLETE TABLE R406.2 FOR ALL REQUIREMENTS AND OPTION DESCRIPTIONS. PRESCRIPTIVE ENERGY CODE COMPLIANCE DESCRIPTIONSPRESCRIPTIVE ENERGY CODE COMPLIANCE DESCRIPTIONS 1. 1 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.24VERTICAL FENESTRATION U = 0.24 1. 2 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.20VERTICAL FENESTRATION U = 0.20 1 .3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5% 1. 4 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.25 VERTICAL FENESTRATION U = 0.25 WALL R-21 PLUS R-4 CI FLOOR R-38 BASEMENT WALL R-21 INT PLUS R-5 CI SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 15% 1.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.22 VERTICAL FENESTRATION U = 0.22 CEILING AND SINGLE-RAFTER OR JOIST-VAULTED R-49 ADVANCED WOOD FRAME WALL R-21 INT PLUS R-12 CI FLOOR R-38 BASEMENT WALL R-21 INT PLUS R-12 CI SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 30% 1.6 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.18 VERTICAL FENESTRATION U = 0.18 CEILING AND SINGLE-RAFTER OR JOIST-VAULTED R-60 ADVANCED WOOD FRAME WALL R-21 INT PLUS R-16 CI FLOOR R-48 BASEMENT WALL R-21 INT PLUS R-16 CI SLAB ON GRADE R-20 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-20 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 40%. 1.7 ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U-0.28 R-49 ADVANCED (U-0.020) AS LISTED IN SECTION A102.2.1, CEILINGS BELOW A VENTED ATTIC AND R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE WALL TOP PLATE AT THE EAVES. 2.1 COMPLIANCE BASED ON R402.4.1.2: REDUCED THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER3.0 AIR CHANGES PER HOUR HOUR MAXIMUM AT 50 PASCALS OR OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.3 CFM/SF MAXIMUM AT 50 PASCALS AND0.3 CFM/SF MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE. SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 2.2 COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES2.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS ORPER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.25 CFM/SF MAXIMUM AT 50 PASCALS AND AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65. 0.65. (1) 2.3 COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCED THE TESTED AIR LEAKAGE TO 1.5 AIR1.5 AIR CHANGES PER HOURCHANGES PER HOUR MAXIMUM AT 50 PASCALS OROR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCED THE TESTED AIR LEAKAGE TO 0.25 CFM/SF0.25 CFM/SF MAXIMUM AR 50 PASCALS AND AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAR RECOVERY EFFICIENCY OF 0.75. 0.75. (1) 2.4 COMPLIANCE BASED ON SECTION R402.4.1.2 REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR CHANGES0.6 AIR CHANGES PER HOUR PER HOUR MAXIMUM AT 50 PASCALS OR OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.15 CFM/SF0.15 CFM/SF MAXIMUM AT 50 PASCALS ANDAND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAR RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAR RECOVERY EFFICIENCY OF 0.80.0.80. DUCT INSTALLATION SHALL COMPLY WITH SECTION R403.3.7. DUCT INSTALLATION SHALL COMPLY WITH SECTION R403.3.7. (1) (1) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWING SHALL SPECIFY THE OPTION(1) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWING SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALLBEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAR RECOVERY VENTILATION SYSTEM.SHOW THE HEAR RECOVERY VENTILATION SYSTEM. 3.1 (2) ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% OROR ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90%. (2) 3.2 (2) AIR-SOURCE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 9.5. (3) 3.3 (2) CLOSED-LOOP GROUND SOURCE HEAT PUMP; WITH A MINIMUM COP OF 3.3 OROR OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET AND MINIMUM COP OF 3.6 (3) 3.4 DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDED HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. (4) 3.5 (2) AIR-SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0 (4) 3.6 (2) DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENT TYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). (2) AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED(2) AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 W/SF (EQUIVALENT) OF HEATED FLOOR AREA OR 500 W, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT.FLOOR AREA OR 500 W, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. (3) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(3) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUMOPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY.EQUIPMENT EFFICIENCY. (4) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(4) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUMOPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY.EQUIPMENT EFFICIENCY. 4.1 ALL SUPPLY AND RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC SHALL BE DEEPLY BURIED IN CEILING INSULATION IN ACCORDANCE WITH SECTION R403.3.7. FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO THE EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. DUCT LEAKAGE SHALL BE LIMITED TO 3 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. AIR HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE. 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R403.3.7. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACED IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER THIS OPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK. 5.1 A DRAIN WATER HEAT RECOVERY UNIT(S) SHALL BE INSTALLED, WHICH CAPTURES WASTE WATER HEAT FROM ALL AND ONLY THE SHOWERS. AND HAS A MINIMUM EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED FOR UNEQUAL FLOW. SUCH UNITS SHALL BE RATED IN ACCORDANCE WITH CSA B55.1 OR IAPMO IGC 346-2017 AND BE SO LABELED. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A PLUMBING DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT NEEDED TO INSTALL IT. LABELS OR OTHER DOCUMENTATION SHALL BE PROVIDED THAT DEMONSTRATES THAT THE UNIT COMPLIES WITH THE STANDARD. 5.2 WATER HEATING SYSTEM SHALL INCLUDE ON OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80 (5) 5.3 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER, HEATER WITH A MINIMUM UEF OF 0.91 OROR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG-300 CERTIFIED SOLAR WATER HEATING SYSTEMS OROR WATER HEATED BY GROUND SOURCE HEAT PUMP MEETING REQUIREMENTS OF OPTION 3.3. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF MINIMUM ENERGY SAVINGS. 5.4 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA’S ADVANCED WATER HEATING SPECIFICATION OROR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER I OF NEEA’S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS, IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. (5) 5.6 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR-TO-REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OROR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA’S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR-TO-REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. (5) (5) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE(5) TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THEOPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY.MINIMUM EQUIPMENT EFFICIENCY. 6.1 FOR EACH 1200 kWh OF ELECTRICAL GENERATION PER HOUSING UNIT PROVIDED ANNUALLY BY ON- SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. GENERATION SHALL BE CALCULATED AS FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT USING THE NATIONAL RENEWABLE LABORATORY CALCULATOR PVWATTS OR APPROVED ALTERNATE BY THE CODE OFFICIAL. DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE; AVERAGE ANNUAL WIND SPEED AT THE SITE; FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR THE WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. 7.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER – ENERGY STAR RATED REFRIGERATOR (IF PROVIDED) – ENERGY STAR RATED WASHING MACHINE – ENERGY STAR RATED DRYER – ENERGY STAR RATED, VENTLESS DRYER WITH MINIMUM CEF RATING OF 5.2 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE APPLIANCE TYPE AND PROVIDE DOCUMENTATION OF ENERGY STAR COMPLIANCE. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT PERMITTED TO BE INSTALLED IN THE DWELLING UNIT. 1.0 1.0 CHIEF ARCHITECT X12 THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. INITIAL : OWNER APPROVAL PROJECT / CLIENT INFO 22--1166--2222 1/4" = 1" J. SYKORA OF: PAGE : BUILDER INFO: Wednesday, February 16, 2022 PRINTED: HUMERICKHOUSE RESIDENCE FILE: C:/Users/jim/Dropbox/1A - Sykora Home Design/Strandberg Projects/Humerickhouse/Design/Humerickhouse 24x36 Layout - Blueprint FINAL.layout DRAWN BY: SCALE DATE 4210 NAVIGATOR LANE, ANACORTES A27 ENERGY CODE COMPLIANCE