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Plans (2) OFFICE COPY RECEIVED U AUG 052020 a T, CITY OF TIGARD L, � p' ,= I i It NESPECIAL-SPECIAL-INSPECTION TION R � � State of Oregon Structural Speala Co# n CI Concrete LP4 I Concrete and Reinforcing Steel = x w r .._.._..S LU INEZ S,T v g il u aO . X Botts Installed in Concrete o� o�.6:,�, _ 42.000 � \\ 'rcz = °a \ 3 Special Moment-Resisting Concrett Ee I a m o LIABILITY / \, a�- oo°w City of Tigard and its # \..\ 3 Reinforcing Steel & Prestressing St t'� rt.i4` ,.- The employees shall not be % �°\. 3 Structural Welding ;�p ��a� 1' responsible for discrepancies / \ \. zttx°rue which may appear herein. i w ` a High-Strength RLslttng ��wodaOz 4 c9. `\ y Rio Ut UaE 1 �� ::: a (N)EROSION FENCE \ 3 Structural Masonry DISCLAIMER • Wood structural members that era ' 3 Reinforced Gypsum Concrete T4 @ o \ exposed to the weather to be o Pressure Treated or decay resistant �/ :: a \`\ 7 Insulating C „rests Fill + o NI D per 317.1.3 ry0Nil/( ::: :: .: ENTRY.. (E)FEE / ] spry Applied Fire-Resistive Mater! . y AP nr `..,\ ® ] Pilings, Drilled Kars and Caissons tX ,�') 3 Shotcz ete m 4 7_ (E)HOUSE \' "a < ; I- t 1�'r1 LIDITY OF PERMIT / ': Special Grading, Excavation and Ft a g 2= o THE ISSUANCE OF A PERMIT `,. 3 Smoke-Control Systems BASED ON CONSTRUCTION �. z �. DOCUMENTS AND OTHER t ] Other Inspections °N DATA SHALL NOT PREVENT M1�1 u CITY OF TIG i ). THE CODE OFFICIAL FROM i (N)DECK COVER Quo+ ;% REQUIRING THE CORRECTION �)OUT E DECK pe Approved by, Planning v BUILDING %. w OF ERRORS.ORSC 105.4 .E Date: 8( at �, Initials: Av o 0 �- +u nu.v� `•Y-q at ♦- t�l ..W boo a'\ iY nmi Approved plan •• .. _ R snail be on job site. W �`_ -. �} Y Z •w.,........,, 5 o a Q x ..,,.,,+..mow to X CITY OF TIGARD _ " @ REVIEWED FOR (w`ODE COMPLIANCE eD . SITE A �� INTERIOR WALLS: DF•1•16"O.O.(LINO/ Ill Q Approved: FLAN\ N 2 LEGEND EXTERIOR WALLS:DF-T•24"O.G.(UNOI O Q Q' ` O�/ /� 7"� (E) • EXISTING (N) = NEW N LL `•: I SCALE: III = 20 _O I fTT7 l�3.5" INTERIOR WALL h ••—•..•d-1 2 2 o 01 Pcrh;,it #: �51-20� —O 02{ rT7-7-7� I I Q z O t^ ]� `.`J 1 /� e+ G 5.5' INTERIOR WALL �q A(i:ir J Q s A) ..I2•• \` j . V `�Awow 2C6 EXTERIOR WALL .. '.� t` 3 % ,(�-. i Shute it: V/.P'/9_'/.fil FOUNDATION • .p '3i 0 m W A I3 : kik Date: 9 i9/U V/Y'/e"/YA s"FOUNDATION o."'..G,p: ;'e'3 E W al 0- (D) = DEMO 1111/ SEE ENGINEERING SI--IEETS FOR ALL. DETAILS (R) • REMODEL FAU - FURNACE ' WN = WATER NEATER RECEIVE., AUG 0 5 2020 CITY OF TIGARD 7-GENERAL REQUIREMENTS GEOTECHNICAL INFORMATION BUILDING DIVISIOi'' I D o • THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, • EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE J. NOTES,SITE CONDITIONS,AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER WHO SHALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE , . C Q ' CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT TO BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS L r THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS DEFINED BY A LICENSED GEOTECHNICAL ENGINEER. ;Z NOT SHOWN. • CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING F1_ 0� 3 • THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR PARAMETERS: 'A C l,`'' STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE ALLOWABLE BEARING PRESSURE 1500 PSF U ILI w 5_ s a WALLS ARE PROPERLY SUPPORTED BY FLOOR SYSTEM AND FLOOR DIAPHRAGM. ACTIVE EARTH PRESSURE(YIELDING) 40 PSF/FT 7 W 'e • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTIVE EARTH PRESSURE(AT-REST) 60 PSF/FT sin 2 ` THE COORDINATION OF THE EXCAVATION,SHORING,AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL PASSIVE EARTH PRESSURE 100 PSF/FT F L7 0 a THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT(800)332-2344 COEFFICIENT OF FRICTION 0.30 >1112 c 0 • MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL HARDWARE AND MANUFACTURED STRUCTURAL PRODUCTS SHALL SOIL SITE CLASS D I W Fg BE AVAILABLE ON THE JOBSITE AT THE TIME OF INSPECTION,FOR THE INSPECTOR'S USE AND REFERENCE. , ' SHOP DRAWING SUBMITTAL PROCESS at` L m CODE REQUIREMENTS • SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR a •n • ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE OREGON RESIDENTIAL SPECIALTY CODE(ORSC)AND THE OREGON APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE z STRUCTURAL SPECIALITY CODE(OSSC),BOTH AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION APPROVED DESIGN DRAWINGS,NEW DESIGN DRAWINGS BEARING THE SEAL _ C AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN DESIGN LOADS STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS LIVE LOADS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION ROOF(SNOW+RAIN-ON-SNOW SURCHARGE) 25 PSF(ADD 5 PSF SURCHARGE WHEN SLOPE<5') • SHOP DRAWINGS ARE REQUIRED FOR THE PREFABRICATED WOOD TRUSSES FLOORS(SLEEPING) 30 PSF • CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF FLOORS(NON-SLEEPING) 40 PSF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 PSF ALONG WITH THE SHOP DRAWINGS FOR PREFABRICATED PLATED WOOD N • UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 PSF TRUSSES n HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF cn INSPECTIONS AND SPECIAL INSPECTIONS o (b)UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES.OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB • THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS a CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES HIGH BY 24 INCHES IN WIDTH,OR REQUIRED BY THE LOCAL BUILDING DEPARTMENT W a GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY • SPECIAL INSPECTIONS ARE REQUIRED ALL POST-INSTALLED ANCHORS INTO V I- OTHER LIVE LOAD REQUIREMENTS. EXISTING CONCRETE. z wE. z ' (g)UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND • THE MANUFACTURES INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON ro z o RAFTERS IS 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS THE JOB SITE AT THE TIME OF INSPECTION. 0 FW zo CAPABLE OF ACCOMM00DATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER, • SPECIAL INSPECTIONS REQUIRED FOR ALL EPDXIED ANCHORS INTO EXISTING z oz WITHIN THE PLANE OF THE TRUSSES. THE LIVE LOAD NEED ONLY BY APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CONCRETE. z N; z VI i BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1)THE ATTIC AREA IS ACCESSIBLE FROM AN = ¢m OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE EXCAVATION SUPPORT AND PROTECTION a °. 3 ATTIC IS A MINIMUM OF 30 INCHES,2)THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN • EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE BE GREATER THAN THE .. 2:12,3)REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH.THE LIMITS SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS o REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DIST. • INSTALLATION OF CONSTRUCTION SHORING,IF REQUIRED,SHALL BE PER THE CLI C CONCURRENT LIVE LOAD OF NOT LESS THAN 10 PSF. SHORING DRAWINGS,NOTES,AND SPECIFICATIONS z F o WIND DESIGN DATA(BASED ON ASCE7-10 SIMPLIFIED METHOD): = 0 j BASIC WIND SPEED: 100 MPH(LRFD) BACKFILL AND COMPACTION ) WIND IMPORTANCE FACTOR: I=1.0 • BACKFILL SHALL NOT BE PLACED UNTIL THE RE .. ,PR(g •.,•K AND OF / WIND EXPOSURE: B ANY DEBRIS. BACKFILL BEHIND ALL WALLSS -� �'•=> IL THE ADJUSTMENT FACTOR ),. = 1.0 WALLS ARE PROPERLY SUPPORTED. ALL Be... I- .•7 NM ENT i. �� TOPOGRAPHICAL FACTOR Kzt=1.0 PROCEDURES SHALL BE CONSISTENT WI / :.- -�, EARTHQUAKE DESIGN DATA(BASED ON ASCE7-10 EQUIVALENT FORCE METHOD) RECOMMENDATIONS L r DRAWING IMF SEISMIC IMPORTANCE FACTOR I=1.0 t SPECTRAL RESPONSE ACCELERATIONS Ss=0.975&S1=0.414 RS SEISMIC SITE CLASS D2 •. +o. — ` "" SEISMIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM ,,‘ 07.2010 RESPONSE MODIFICATION FACTOR R=6.5 a ---� 4 .,,,„.,,, DESIGN BASE SHEAR V=0.108W —.. V. 07-28-2020 SO.OA I EXPIRES:6/302021 } OFFICE COPY • / 1 CONCRETE SHRINKAGE OF WOOD FRAMING I u a s • CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI 318-11 STANDARD • SHRINKAGE IN WOOD FRAMING IS DUE TO L055 OF MOISTURE CONTENT AND TO -J — "- • CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING,ELECTRICAL,AND Q v; m ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-11 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT TO Lrow Lv o, c THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER ACCOMMODATE Si"PER FLOOR OF WOOD SHRINKAGE.THE USE OF KILN-DRIED LUMBER �- o °C SOLUBLE CHLORIDE ION SHALL NOT BE USED. AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO APPLICATION f'¢ 5c • CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. NV,W 0 ,T, 28-DAY MAX.W/C MAX,SLUMP AIR ENTR. SPECIAL INSP. LOCATION/ 3 a sj '1. STRENGTH(PSI) RATIO (INCHES)(PERCENT) REQUIRED? APPLICATION �Ly2 ¢O o 3000 0.45 4+/-1 0+/-1 NO FOOTINGS STRUCTURAL GLUED LAMINATED TIMBER Fa o a 3000 0.45 4+/-1 5+/-1 NO FOUNDATION&STEM WALLS N GLUE-LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER 2 s-. 3000 0.45 4+/-1 S+/-1 NO EXT SLAB ON GRADE,DRIVEWAY, • I m n � CURBS,WALKWAYS,PATIOS, CONSTRUCTION(AITC)IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER ,,, PORCHES,STEPS EXPOSED TO '' WEATHER,GARAGE FLOORS SHOP OR FIELD. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: q= COMBINATION SYMBOL SPECIES CAMBER n, �i 3000 0.50 5+/-1 0+/-1 NO ALL OTHER CONCRETE 3 o"n 24F-V4 DF/DF STANDARD • RESHORING,WHERE REQUIRED,SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO �pv • UNEXPOSED GLUE-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE,UNLESS �,,� THE ENGINEER OF RECORD FOR REVIEW. >L • ALL NEW CONCRETE SHALL BE f'c=3000 psi @ 28 DAYS,5-7%ENTRAINED AIR FOR ALL CONCRETE EXPOSED TO THE NOTED OTHERWISE. EXPOSED GLUE-LAMINATED TIMBER SHALL BE APPEARANCE t� c EXTERIOR,4"SLUMP. FOUNDATION WAS DESIGNED FOR A fc=2500 psi THEREFORE NO SPECIAL INSPECTION IS CLASS PER ARCHITECT. REQUIRED. \ • CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/INCH IF NOT SPECIFIED BY THE ARCHITECT REINFORCING STEEL N • REINFORCING STEEL DETAILING,FABRICATION,AND PLACEMENT SHALL BE PER ACI 318-11. m • #3 AND#4 BARS SHALL BE ASTM A615 DEFORMED BARS,MINIMUM GRADE 60 '° 0 • #5 BARS AND LARGER SHALL BE ASTM A615 DEFORMED BARS,MINIMUM GRADE 60 a • REINFORCING FOR SLABS ON GRADE SHALL BE 6x6 W1.4xW1.4 W.W.F.,UNLESS NOTED OTHERWISE. N ce • ALL#3 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 21"IN LENGTH la ,.2. p- • ALL#4 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 28"IN LENGTH 0 w 0 • REINFORCING STEEL COVER SHALL BE AS FOLLOWS: 0 rc =o CAST AGAINST EARTH: 3" 0 OW o FORMED SURFACE EXPOSED TO EARTH OR WEATHER: 1W CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1" 3 a 3 i z `' S TREATED WOOD 0 0 co Ig 3 TREATED WOOD SHALL BE REQUIRED FOR: • ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING,BALCONIES,PORCHES,OR SIMILAR PERMANENT BUILDING APPURTENANCES o THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF,EAVE,OVERHANG,OR OTHER COVERING TO PREVENT u MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS E Z F' N • ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY FOUNDATION WALL LESS THAN EIGHT INCHES "' o cc FROM EXPOSED EARTH. -�C�(T11 / • POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT ,.-�"�PROFF3 /WITH THE EARTH,EXCEPT: a. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL ONE INCH ABOVE THE SLAB AND SEPARATED BY AN IMPERVIOUS MOISTURE �yGInE SjQ / 1 BARRIER /tv:y\ °°""°"°" ' b. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER c. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED � EARTH T/�\ %.E �. u,a .. OM BY OW d. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE �� p°XO '�°°"°""" • PRESERVATIVE TREATMENT SHALL BE PER AWPA SPECIFICATION C2 AND C9,OR APPLICABLE STANDARDS �.�` . i- 5EE."oM"Eu-p,° • ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANCE G-185 HOT-DIPPED GALVANIZED PER ASTM A153,OR �i•RIT7�"� / c [� STAINLESS STEEL 07-28-2020 S O•O B EXPIRES:8/30/2021 \ - J 1 ROUGH FRAMING Q I D • SAWN LUMBER SHALL CONFORM TO WCLIB GRADING AND DRESSING RULES NO.17,LATEST EDITION. SAWN LUMBER SHALL BE 545 AND SURFACE DRIED,19%MAX. J ▪O MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. Q , l ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O.PER PLAN. LUMBER SPECIES,GRAD, �C° F,.c AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS,U.N.O.PER PLAN/SCHEDULE: UI/�3 Z zo m n USE/LOCATION SPECIES GRADE Fb(PSI) FY(PSI) Fcp(PSI) Fc(PSI) E U s WALL STUDS/BLOCKING 3 2 2x,3x,4"WIDE HEM-FIR STUD 675 150 405 800 1.2E6 um ` .a '�z - 2 2x,3x,6"&WIDER HEM-FIR #2 850 150 405 1300 1.3E6 Z . WALL PLATES b 2x4,3x4 HEM-FIR STUD 675 150 405 800 1.2E6 4w=� 2x6,3x6 HEM-FIR #2 850 150 405 1300 1.3E6 .z :;z JOISTS ▪t o 2x,3x D-F-L #2 850 150 405 1300 1.3E6 LEDGERS l 2x,3x D-F-L #2 900 180 625 1350 1.6E6 4x D-F-L #1 1000 180 625 1500 1.7E6 BEAMS AND POSTS ,a„ 4x D-F-L #2 900 180 625 1350 1.6E6 n 65 D-F-L #1 1200 170 625 1000 1.6E6 Q 0 STRUCTURAL FINGER JOINTED LUMBER a • STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. L9 r STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER STANDARD COMMITTEE"PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED a W AS STUD USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. G a a O 2N OS FRAMING NOTES z 0 z 1- • FRAMING CONNECTORS,ACCESSORIES,AD FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE. EQUIVALENT F a 3 ? HARDWARE BY ANOTHER MANUFACTURER MAY BE USED. INSTALL ALL HARDWARE PER MANUFACTURER'S SPECIFICATIONS. PROVIDE SOLID BLOCKING AT ALL Z an' N BEARING POINTS.TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,OR SCHEDULE SHALL CONFORM TO TABLE ON LEFT SIDE OF THIS SHEET. 0 aom • NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE. • UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT SILL PLATES SHALL BE 34"DIAMETER WITH 7"MINIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE 0 THAN 12"NOR LESS THAN 6"FROM EACH END OF THE PIECE. A 3"x3"xO.229"PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK F r g PLATE WASHERS). A,hs'x 1%"DIAGONAL SLOTTED HOLE IN THE 3"x 3"PLATE WASHER IS ALLOWED WITH A STANDARD CUT WASHER. E P O, u m S � JOIST AND BEAM HANGERS • JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR ANOTHER MANUFACTURER WHOSE JOIST HANGERSEDPROF ,,I ARE ICC-APPROVED.JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE 4J�\g 00114E\\o\ 7" 4,� PER PLANS OR DETAILS: ""," MEMBER SIZE HANGER 4 / SAWN LUMBER LUS SERIES TO MATCH LUMBER SIZE 3%"-WIDE GLULAM BEAM HGUS4ID 5%"-WIDEGLULAM BEAM HGU55.S0/10 ,' • x f i "`.. MANUFACTURED WOOD I-JOIST IUS SERIES TO MATCH I-JOIST SIZE \�/ p/- ti., ",.:awe ""..' "w" 1%"-WIDE PSI OR LVL BEAM LBV SERIES TO MATCH DEPTH - ' ,, .,,.N ,,,. 3W"-WIDE PSL OR LVL BEAM GLTV SERIES TO MATCH DEPTH C r 5W"-WIDE PSL OR LVL BEAM GLTV SERIES TO MATCH DEPTH 07-28-2020 JO.00 . I EXPIRES:6/30/202 \ J WOOD SHEATHING 1 • STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA-GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE /1 U V C-D INT APA WITH EXTERIOR GLUE(CDX). ORIENTED STRAND BOARD(O5B)PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN G`� J j - RATING,AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: 4 v EDGE NAILS FIELD FP C 0 LS ROOF: 7/16"40/20 C-D APA CDX T&G 8d @ 6"O.C. Ed @ 12'I O.C. a o '1 FLOOR: 3/4"APA-RATED STURD-I-FLOOR OSB 40/20 T&G lad @ 6"O.C. lad @ 12"O.C. 'n f1" j Q SHEARWALL: 7/16"C-D WITH EXTERIOR GLUE SEE SCHEDULE In V:,w • ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED amC:11 Z ' C OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. ,, ,- SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2x OR 3z FRAMING PER SHEARWALL SCHEDULE Nz °r METAL PLATE CONNECTED WOOD TRUSSES I La _ • PRE-MANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER-DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE(ANSI/TPI 1,NATIONAL < v- 1 DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION)AND IBC SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE _` �_ ;�>; SUBMITTED PER THE REQUIREMENTS OF THE PREVIOUSLY MENTIONED"SHOP DRAWING SUBMITTAL PROCESS". DESIGN FOR THE SPANS AND CONDITIONS SHOWN z "c, ON THE PLANS,PREVIOUSLY MENTIONED LOADS ON THIS SHEET,AND THE FOLLOWING: I. 'Y%=' TOP CHORD LIVE/SNOW LOAD: 25 PSF 'o TOP CHORD DEAD LOAD: 10 PSF 12TOP CHORD DRAG LOAD: SEE PLAN TOP CHORD NET WIND UPLIFT: 7 PSF(NET) I , BOTTOM CHORD DEAD LOAD: S PSF BOTTOM CHORD LIVE LOAD: PER LIVE LOAD TABLE,THIS SHEET LIVE LOAD DEFLECTION: L/360 • TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE FOLLOWING r PLANS/DETAILS AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS,TRUSSES SHALL BE BRACED IN m ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES,SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR cc HANDLING,INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES • TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT,NOTCHED,SPLICED,OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A a REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOAD THAT EXCEED THE DESIGN LOAD FOR THE TRUSS,SHALL NOT BE PERMITTED WITHOUT THE VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADING. "= o w z O MANUFACTURED WOOD BEAMS o o G • MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY WEYERHAEUSER OR z C N o APPROVED EQUAL. STORAGE,ERECTION,AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS F a 3 i SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. DESIGN MATERIAL PROPERTIES SHALL BE AS z )_^o E FOLLOWS: 8 o m 3 MEMBER E(PSI) Fb(PSI) Fc(PSI) Fv(PSI) LVL(3 "+WIDE) 1.9 E6 2600 750 285 z PSL(PARALLAM) 2.0 E6 2900 650 290 r LSL(13/"TIMBERSTRAND) 1.5 E6 2250 750 400 p.: g o z F N_ W m BEARING WALL STUD SCHEDULE _ o WALL TYPE LOCATION PLATE SIZE STUD SIZE AND SPACING EXTERIOR TYPICAL,U.N.O.PER PLAN 2x6 2x6's©16"O.C. ��f�p PROp / CRAWL SPACE TYPICAL 2x4(e) 2x4's Q 16"O.C. aj 01GINE c* , / 1 INTERIOR TYPICAL,U.N.O.PER PLAN 2x4 2x4's CO 16"O.C. �0 °"""""°"f° BEARING WALL NOTES: K a. SEE SHEARWALL SCHEDULE FOR WALL SHEATHING.BLOCKING,AND PLATE NAILING b. SEE SAWN LUMBER STRUCTURAL NOTES ON THIS SHEET FOR SPECIES AND GRADE OF WALL PLATES AND STUDS c. SECURE SILL PLATES TO CONCRETE WITH ANCHOR BOLTS AS PREVIOUSLY DESCRIBED ON THIS SHEET. REFER TO SHEARWALL SCHEDULE FOR `' • ` e .•°,"E,• " ADDITIONAL INFORMATION O 4%. _ / b4. A °PdWX"` ' d. EXTERIOR WALLS AT VAULTED AREAS SHALL BE BALLOON-FRAMED - • 4� "„a,",,,,,,• e. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS OF SAME SIZE AS STUDS ABOVE. WHERE HEIGHT OF STUD EXCEEDS 4 FEET,CONTACT \5 � `./ �- O"O D ENGINEER FOR PROPER STUD SIZE AND SPACING. PROVIDE SHEATHING,NAILING,AND MUDSILL ANCHORAGE AS SPECIFIED FOR WALL ABOVE. 0-7-j 2020 f. INTERIOR NON-BEARING WALLS MAY BE CONSTRUCTED OF 2z4's @ 24"O.C. WIRES:19Pd0/1021 J / 1 QJJ ° 0 SPECIAL ERPR u,.z i',,. WALL WATERPROOFING,DAMP PROOFING, ^ aANOWEATHERPROOFINGSHALLBETHE �.�,RESPONSIBIUTY OF THE CONTRACTOR. %V OPP. - LEGEND I.F L, ` MITURNED DOWN DRAG STRUT STRAP TABLE PER DETAIL >InZ a O FOOTING(MONO-POUR) IDS-a%X I 1 W ___..---------1x IN)4"SLAB ON GRADE - (N13"Ox MIN.1FP-DEEP a CONCRETE FOOTING I _ * ¢ 9 N (NI4%4 POST ABOVE — ,L� i'VVVV a 7 2 2 '3: 1 52.2 52.2 X.U" 1 FRONT PORCH FOUNDATION PLAN S0.1 1/4"=1'-0" mr N ce 0 (1 C) -C N F (NI)BEAM AT -'C N, V OP' TO BELOW , / (N)BEAM AT ■ \ Of EN TO BELOW ' 1 O w 2 REMOVED WALL,B.O. N, / REMOVED WALL,B.O. t BEAM AT 9'-0"A.F.F. NN, _' BEAM AT 9'0"A.F.F. \N �- O I- 00 [N)A%4POST O 2H i Ai ABOVE HEADER 3 O3 W O FIRST LEVEL �� FIRST LEVEL /� �� z oz W BELOW i WALLS �/ INi 246 CEILING Q 0- 4210 \ 4210 JOISTS is o.c Z F 3 z_ aw r (N)(2)2x4 - I� _, f a m -t Q—_ (N)SIMPSON H2.5 A SECOND LEVEL : :. -Q TO HDR-3 41 IN)SIMPSON H2.5A � Z TO FASTEN HDR-4 " co -3 HEADER BELOW TO � J FIRST LEVEL TO HOR-3 - - V HIP/RIDGE ` 426(HDR3) INTERSECTION \ (N)4%4w/SIMPSON Ep PROp (N14X4 POST (NI4%4w/SIMPSON BO(POST CAP �(�� Fs �s L 4 BU POST CAP `g :GINEER'Zed IA / (N)449 POST 2x6 STRUCTURAL FASCIA EN)SIMPSON A34 TO oenwmsme (N)2x6 RAFTERS TO SFASSTTRUCTURAL FASCIA HUN EACH RAFTER NC46H NGER N aO -�, 1Go.c.,TTP. FOUNDATION FRONT PORCH ROOF FRAMING PLAN s FRONT PORCH CEILING FRAMING PLAN T - „" PLAN MAX .. I» I MF�.o� 50.1 1/4"=1'-0" 50.1 1/4"=1'-0" • . i 07 28 2020 SO.1 IECPIREs:6/30/2022 J / 1 Q I '� QAPLCIAL NOTE: L@@O7 4 ALL WATERPROOFING,DG PROOFING, AND WEATHERPROOF G SHALL BE THE � -RESPONSIBILITY OF THE CONTRACTOR. 3 ii —c (E)STAIR DOWN n TO GRADE LEVEL ISN[ 4111 (N)4x4 POST FROM 2 I DiD O (fI CONC ISOLATED FOOTING • ABOVE 1�� 51.1 N V FTG1 ll (E)6x6 POST It -7 yam- ,FIG-1 _ Lr � 1 �a— I Ir----y - • n n n n n n -�—r� r, ABOVE POST FROM .2 m ABOVE z t-, — E 6x6 POST �---- — — _ — ` I�—� GELD VERIFY PAIN.FOOTING SIZE 1L---- (E)6x12 BEAM IHDR-6) 1 IS P. _ - MET I MIN,00NDT CONSULT 11 ---- 1/. 1 �Spryf \ J Ir----�I L___ _ E.O.R.IFMIN.CONDITIONS NOT (E)6x6 POST (ttP.OF 2) (E)P.T.2x10 DECK / Ir----,Il RIM JOISTS L_- ---( WALLTAINING II'----il'" (E)P.T.20.0 LEDGER BD. tH I WA RETAINING LLL CON (N)4%4 POST eta (E)P.T.2K30 0 m 15"0 CONCRETE FOOTING TO FOOTING JO15T5�36" (E)SECOND LEVEL c ! I EXTEND DOWN TO TOP OF(E) 15"0x MIN.18"-DEEP — — — — _ CANTILEVERED WALLSO RETAINING WALL FOOTING CONCRETE FOOTING 1. _ _ © a I IN .( ® 3 L. �� w = M)4%4 POST G• w ? _.y — ---a ¢ O I LEI 2x12 FL00Rc. O O H Z (E)CONCRETE JOISTS @ IE)FIRST LEVEL Q O Z F - (EI FOUNDATION WALLS BELOW r Q 3 z SUB ON GRADE STEM WALL Z '—o S (SPLIT-LEVEL) ° Q q - (E)CANT.FOOTING 2• Ou.0 3 Z O V I H O $ f N_ W m 1 REAR DECK FOUNDATION PLAN 2 REAR DECK FRAMING PLAN . ° SO.2 1/4"=1'-0" S0.2 1/4"=1'-0" D PRQ J � T. „��FRAMING . PLAN R / 07-28-2020 . F EJcPIRE3:8/30Y20zi • if (N14x4 N BC4ile I u s SIMPSON BC= 31.2 — — J J a V POST CAP SPECIAL NOTE: ALL WA ILRPROOFING,DAMP PROOFING, /J N AND WEATHERPROOFING COSHALLCONTRACTOR HE `N. RESPONSIBILITY OF THE COMRARpR. LLY �� 1 - (N)4x4 BC4 P 7, Q _@•, ___ SIMPSON BC4 POST CAP �� O� V LLl, oI eG^ o°3 003 PROVIDE 2x SOLID BLKG. f'� v n 24 xti ,ou ^I BTWN.RAFTERS IF RIDGE `JN2 yip NO 8d NAILS @SHTG.TO LANDS BETWEEN I I W t. - - _ ��. — VALLEY PLATE ,��/ T- F, e / ~ 2x4 KICKERS @24"o.c.,TYP. fi. G o n ® - I — -I Lk517 MIN.(2t 16d FACE NAILS rye N PER KICKER ✓- --__--_1- Ill v,v - - (2)16d T.N.@BASE {l ip (2)2x4 -� { 12)2x4 TO RAFTER t �( { fto,// i , 4 l7 Yfi 51.1- ��is `' /- ill IP vitil OVERERAMING (E)SECOND LEVEL EACH PER DETAIL A 2x OVER-FRAMED LOCATION N 2/50 3 //� CANTILEVERED WALLS RAFTERS @ 16"O.C.PER i� i WHERE m FRAMING PLAN I/ ir , VALLEY PLATE cd 0 CROSSES p 2x CONT.RIDGE BOARD ! RAFTERS j 12)]6d@RAFTER TO VALLEY PLATE I1 2x12 VALLEY W <_ I PLATE(TYP.) '' (- NOTE: 2x4 VALLEY PLATES-ALIGN@FRONT 0 w z VALLEY FILL FRAMING SPANS OF OF RAFTER&@ HEEL OF RAFTER OR II z a y 8'-0"OR LESS DO NOT REQUIRE SINGLE Zx10 VALLEY PLATE-ALIGN @ 0 z0° 0 FRONT OF RAFTER 0 THIS SPECIAL TYPE OF FRAMING rW z0 z sz 1 1 a z_ E F� 2 TYPICAL DETAIL AT OVER-FRAMING G,m 1 2 °� 3 - ' (ETRUSSES@24"0CF SO.3 0 5 -- — z I- 0 I I I =. 0 I ITI I 0.0 PROpo 1 11 11 I e,9��NOINEFR B�i0, DRAWING LPL I 11 a� - P T. oMFRAMING I1 —�! � PLAN /Y�L=__ — ___� Cry „o`"�v,.o 0....4., e":, i DECK ROOF FRAMING PLAN _�+ict+a�Jr./ 11.Y 1/4"=1.-0" 07-28-2020 S O.3 , 'EXPIRES:W3OP2o.a J 1 dIr'L3 I lin u SAll PECIAL NOTE: �]''.'. la WE ATHERPROOFING ROOFING SHALL RE TIHE `- RESPONSIBILITY OF THE CONTRACTOR. I'-' ll ,x g I 7 N z gg I �^ o 1 II .2 I I II --4 — - — — - — — I I v N _I II o� -2 0 _. _— — ¢O o^ _ o f w -E-p d- '^— -w — — LF o i i i a z mi Z I o u ro 3 o m w o Taw z oz Z to N J QOI N z I I 0(TYP.) G W F c — — — V O J -__r — — — — — ��8�PROF�,S �� g �NGINEc�\'1'i�• �o�.ww"m" F (E)ROOF RAFTER FRAMING I((T \y\ @16"O.C.TO REMAIN Ct./ a FRAMING PLAN 1 GARAGE ROOF EXTENSION FRAMING PLAN ;� Mir %ESYFET gan=^ S0.4 1/4"=1'-0" S0.4 07-28-2020 1oXPIRES:6l3O/2O J OVERFRAMING PER PLAN ROOF SHEATHING PER PLAN SIMPSON H2.5A CLIP,TYPICAL ROOFING PER DESIGN PLANS RAFTER PER PLAN 4x4 RIDGE J " J SUPPORT POST _.. - -_ , v WULui SIMPSON RC4 V A L 'A. mitt 5 ,, 4 F4 \ / i (H)AT HIND FASTENED F"u '- n (N)HEADER AT / SHEATHING FASTENED w/Rd ` CEILING LEVEL : �� NAILS @6"0.C.AT PANEL / I N C. O `\ EDGES AND@12"0.C.IN I 1 W 1 RAFTER RIDGE SUPPORT THE FIELD s ten S1.1 3/4"= 1'-0" PANEL EDGE NAILING S (E)ROOF SHEATHING `. -' i i" SIMPSONLTP4@2'-0"O.C. (N)434 POST SIMPSON A34 (E)MANUFACTURED TRUSS � AT WALL SHEATHING JCT. x C b SIMPSON LTP4 (H)6x10 BLOCKING \ J (E)2x4 STUD WALL (E)2x1O DECK JOISTS 4 SHEAR TRANSFER DETAIL N IN 0 (2)10d NAILS @4"O.C. �n ce (E)6z126EAM7 (E)ROOF 2 F SHEATHING O w I- PER PLAN (E)6x6 POST =O s O 2 (N) POST TO (E) DECK CONNECTION (N)SHEATHING TO MATCH)E) ?` 3 o W o 1- SHEATHING;NAILS AT 6'OTC.AT EDGES ,/ �EN WITH 8d 1- a3 Z AND AT I2"0.C.IN THE FIELD L�✓im O Qm a z)2xa (E)FLOOR SIMPSON A34 ■■„✓� SHEATHING PER PLAN 2z FASCIA Y� C (E)WO DECK JOISTS 0 ----------- ---- (E)MANUFACTURED z m ¢(N)RAFTER TAIL FASTENED 7 "� 1 t TO(E)ROOF TRUSS;LENGTH TRUSSES TO REMAIN O 'L'PER DESIGN PLANS 11 14 ' ��VSp PROFFB J '1�- (E)WALL SHEATHING PER PLAN `$ �6�NEgR SRO Q o..wF nne (E)SECOND LEVEL --b= (E)EXTERIOR WALL TO REMAIN Qom' FRAMING FLOOR JOISTS DETAILS IN)4z4 POST (E)EXTERNAL WALL ' Y ' ^-�% inMIX. W.CII[0(EDBY InrIM xn wuwxn awm s RAFTER TAIL CONNECTION f' ... ,,x» 3 (N) POST CONNECTION s1.1 3/4"= 1x-0" .N4/CHA0 .E„"".,.` S1.1 3/4"=1'-0" 07-28-2020 51.1 RIDGE PER PLAN c 1 n O NI J CJ (4)10d NAILS z (4130d NAILSz a 4 2x6 COLLAR TIES O - NF 'sc„ V , ¢o 246 RAFTERS LY H a-- \F- IK n a I NW ° ', ? ' N .z 1 Z i i SIMPSON HI CLIP,TYPICAL SIMPSON HI CLIP,TYPICAL �� TF.;\ ll .- ,S'N_ 1 RAFTER AND CEILING JOISTS // BEAM PER PLAN �,� BEAM PER PLAN -- DRAG STRUT STRAP SCHEDULE v N SIMPSON STRAP END LENGTH SIZE AND NO.OF NAILS(a) P. LABEL (b,c) REQUIRED IN EACH END LENGTH (E)TRUSS m 0 d DS-0520 CSZO 0'-9" (7)Sd OR(6)lOd a o DS-CS16 C516 1'-1" (11)ad OR(10)1Od = IN)SIMPSON DTTIZ FASTENED '~" j a. NAILS: B2 162"x3'/�";16d SINKER=0.148"x31/4":l0d=0.148"z3'; TO 4x10 BEAM AND TO TOP ZF 0 Sd=0.13131"z2'/2" PLATE WITH "OIAG BOLT g o b. EQUIVALENT STRAP BY ANOTHER MANUFACTURER MAY BE USED (E)2x6 WALL STUD (NI4x10 BEAM 3 Ew 0 2 0 z c. CS STRAPS(I.E.C522 THROUGH C514)MAY BE SUBSTITUTED WITH SIMPSON , a z DSC2R/L-SDS3 WHEN APPLICABLE. CMST/C STRAPS(I.E.CMSTC16,CMST14,AND (N)(2)245 POSTS O 4 w = CMST12 MAY BE SUBSTITUTED WITH SIMPSON D5C5R/L-SDS3 WHEN um 3 APPLICABLE. 2 DRAG STRUT STRAPPING SCHEDULE 4 BEAM CONNECTION DETAIL ° s1.2 1/4„=1'-0" W G STRAP END LENGTH STRAP END LF NGTH S1.2 3/4"=1'-0" z F 3 PER PUSS PER PLAN = = c / / / 0 D BEAM.PER PLAN 14....AGINEp,„PROpps, . 1 /may r FRAMING . DETAILS ` yR /, SHEAR WALL,PER PLAN ` E". on.wx eu xw„ 3 DRAG STRUT CONNECTION \sanc► = "`"'`51.2 S1.2 1/4"=1'-0" 07-28-2020 EXPIRES:W30/2021 \ J / 1 286@ 16"O.C.STUD WALL BEYOND Ave j J T/ Y I/ Q, 0 cs- (E)LANDING N O 1. 9 6' 2 (N)4"SLAB ON GRADE w/#4 BARS@24"O.C.EACH WAY, f" ' �'n SLOPE MIN.}"PER 1'-0'AWAY NU '� Z o COMPACFED FILL < n (E�FOVNDATION TO � r -. L REMAIN ".:' 3 Z Z Z TURNED DOWN FOOTING(MONO-POUR),18' +�� n ti * BELOWE 3"CLE12"WIDTH,(B) SIDES#48AR5. \ U x+ PROVIDE 3"CLEARANCE ON ALL SIDES,TYP. \ 412 FOOTING SHALL BEAR ON UNDISTURBED SOIL \ ^ W ITH MIN.ALLOWABLE BEARING PRESSURE OF 4.4 POST W/SIMPSON 1600 PSF ABU44 POST BASE ry z GRADE O z' ' 1 (N) FOUNDATION AND SLAB " l 4. S2.1 3/4"=1'-0" o w z o cc 0 2 3 ON 2 z O Z - C1 2 F 4N CONCRETE PIER,PER PLAN, 0 pro 3 W/(4)#4 VERTICALS Z r H p m 6 ��E,O PROpFs FOOTING SHALL BEAR ON ORIGINAL UNDISTURBED Q`g ��IGINE c� S'/Oy /- 1 SOIL WITH MIN.BEARING oa.wixe TIE CAPACITY OF 1500 PSF "� FDN 2 POST AND FOOTING SECTION4 __ o DETAILS w S2.1 I 3/4"=1'-0"' fi �i� 07-28-2020 'EXPIRES: U J • • • QJJ J' • M . S m il2 I N O C' (N)DOUBLE STUD - t_g 'I (N)WALL SHEATHING PER PLAN �L�,l3 rn az 66 POST W/SIMPSON 3 Z Z @,- 16tl@6"o.c.TWO 9 (N)FRAMING ABU66 POST BASE ■AI." 0��+ � ROWS STAGGERED I Ulu tt"' 'gee I FLOOR SHEATHING SLOPE AWAY FROM BUILDING PER ARCH.DRAWINGS 3 cC - PER PLAN I' M4 L-BAR @ 32"O.C. SLAB PER ARCH,DRAWINGS r. z FINISH GRADE- �N W n O DRILL W/6/8'DIA.BIT CLEAN W/ '' - ALIGN TOP OF IN)FOOTING SLOPE AWAY 6% BRUSH&VACUUM.FILL HOLE 2/3 Yam. w/TOP OF(E)STEMWALL r n FULL W/SFT-%P EPDXY.FOLLOW _ ~` ALL MANUF.RECOMMENDATIONS I I� ,'/ 'v,/ �'\'V� _ _ Z Z N4 DOWELS a D -' 3"CLEARANCE ONUS ALL TYP. L.PROVIDE � '� (1 CLEARANCE ON ALL SIDES,TYP. —� o J A \ (E)STEMWALL (N)CONT.TURNED (N)4"SLAB ON GRADE w/Y4 '. • DOWN FOOTING BARS 24"O.C.EACH WAY, CONCRETE PIER,PER PLAN, (MONO-POUR),SEE SLOPE MIN.}"PER 1'-0"AWAY W/(4)R4 VERTICALS I - SHEET S2.1 a., #4 HORIL(1) ry (E)CONT.FOOTING TOP&0.)HOT m z I 0 PFR PIAN 0 I / / C 5 (E)FOOTING I(N)FOOTING Lag i w i C 1 (N) FOUNDATION TO (E) FOUNDATION 2 EXTERIOR SLAB EDGE AT DETAIL o S2.2 314"=1'-0" S2.2 3/4"=1'-0" 0 0 w o z az I- O 0Z a3 z z N N = Q� ' 2 o1../m Z 0 E F- E Z F- v' = m V O — FDN DETAILS 0 7-z 2020 52.2 EXPIRES:6130/20 GENERAL NOTES TABLE N11O1,1 (I) I.THE CONTRACTOR/SUBCONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE 0 PRESCRIPTIVE ENVELOPE REQUIREMENTS WATER HEATER SUPPORT STARTING WORK.WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. • STANDARD BASE CASE 2.WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NOTES.THE ENGINEER O Uil O BUILDING COMPONENT AND/OR ARCHITECTURAL DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE DIFFERENT THAN SHOWN. 4 -RECUIRED EGwvALEIW 1/4"DIA.x 5"LAG SCREW ILF V PERFORMANCE VALUE FLEXIBLE WATER CONNECTIONS 3.CONSULT THE STRUCTURAL ENGINEERING SWEETS FOR ROOF,FOUNDATION,LATERAL AND VERTICAL LOAD REQUIREMENTS. WALL INSULATION-ABOvE GRADE C U-0.059 R-21 INTERMEDI.1ir E WATER H 3/4"x IS GA.PERF.STEEL 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE APPLICABLE BUILDING CODE AS AMENDED BY THE H WALL INSULATION-BELOW GRADE E C-0.063 R-E/R-21 PLUMBERS TAPE ENCIRCLING STATE,AS WELL AS ALL REGIONAL AND LOCAL CODES TWAT ARE APPLICABLE t m W 0 RAT CEILINGS F U-0.021 R.49 -HOLD TIGHT vAULTEP CEILINGS G R-3 -RcrltR TO GYP.BD. TANK FROM BOTH SIDES is w i O ui I1-0.o33 R- u.:s,nv�,SS PLAN WOOD 2x4 LEDGER • m w UNDER FLOORS U-0.033 R-30 1/4"DIA.x 3"LAG SCREW WITH PLAN NOTES C 1{�I E 3 E SLAB EDGE PERIMETER I F-0.520 R-IS SIIiSH€fb GA.PERF.STEEL v I Y 0 w HEATED SLAB INTERIOR N/A R.I0 PLUMBERS TAPE I.HABITABLE ATTICS,BASEMENTS,AND ALL DESIGNATED BEDROOMS SHALL HAVE AT LEAST ONE EMERGENCY EGRESS WINDOW "'PPP''' U Z w WINDOWS W uo.3o u.o.3o L _I EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: C=a w a y f ENDOW AREA LIMITATION K N/A N/A 'f�i± FLEXIBLE WATER CONNECTIONS -SILL HEIGHT NO MORE THAN 44"A.F.F.-CLEAR NET OPENING FIGHT OF 24' A U G O J (/1 i d O c� SKYLIGHTS L U-0.5o U-0.50 _�I WOOD 2x4 LEDGER -CLEAR NET OPENING WIDTH OF 20"-CLEAR NET OPENING AREA OF 5.'15 SfJFT \' p m' u g U EXTERIOR DooRSn uo.2o uo.2o •'� v:r: 2.WHERE WINDOW OPENING IS 12"OR MORE ABOVE GRADE,THE SILL SHALL NOT BE MORE THAN 24"A,F F.UNLESS A 4"SPHERC ITN/ - Z Z?i w i7 H C CANNOT PASS THROUGH. � II''(1�� OF TIG1 i s> EXFERKIR DOORS uN2.3FT�GLAZINC'" a-0.40 u-0.4o IU �,I 3/4"x 16 GA.PERF.STEEL 3,ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GI ATFD AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE OR 20 MIN FIT1&'RATBpI NG C IVI j �- O =z =ORCED AIR DUCT INSULATION N/A R-H PLUMBERS TAPE ENCIRCLING WITH WEATHERSTRIPPING.PROVIDE I/2"DEADBOLT LOCKS ON ALL EXTERIOR DOORS,AND LOCKING DEVICE ON ALL DOORS AND L u� H F TANK FROM BOTH SIDES F'� �`E WOOD 2x4 LEDGER WINDOWS WITHIN 10'VERTICALLY OF GRADE. F a>a i O Q OREGON STATE ENERGY CODE PROVIDE MI I. ��1 FLEXIBLE GAS CONNECTION 4.SKYLIGHTS ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED GLASS ON THE INSIDE(UNLESS PLEXIGLAS) tt 2 O W m a m R-I2 HWN IN-, f 7�1 ANCHOR WATER HEATER TO GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25"AND FRAME IS TO BE ATTACHED TO A 2X CURB WITH A MINIMUM OF 4'ABOVE ROOF PLANE d U tt UI E O 0 o NEW CONSTRUCTION: BLANKET W/, . Melt BASE-BASE TO FLOOR 5.SAFETY GLAZING IS REQUIRED: O 8 O O O y'� ALL CONDITIONED SPACES WITHIN RIGID INSUL- .. APPLIANCES GENERATING A -WITHIN IS"A.F.F. Uw 0,0 w U t O RESIDENTIAL BUILDINGS MUST COMPLY WITH PAD UNDER I GLOW,SPARK.OR FLAME MUST -WITHIN 24"OF ANY DOOR,REGARDLESS OF WALL PLANE 0:d fi rqRTABLE NIIOI.NU SE AT LEAST IS IN. ABOVE THE -WITHIN 60"OF A TUB OR SHOWER FLOOR,INCLUDING TUB AND SHOWER ENCLOSURESNOU4WS6ND TWO ADDITIONAL MEASURES(ONE ELEVATION FLOOR IN A GARAGE -WITHIN 36"OF A TOP STAIR LANDING AND 60'OF A BOTTOM STAIR LANDING IF CLOSER THAN 36"A.F.F. ZNYu- aONUMBERED AND ONE LETTERED)FROM TABLE -ON ANY PANE GREATER THAN 9 SQFTattG Q i NIIOLI(Z) PROVIDE COMBUSTION AIR OPENINGS WITHIN 12 IN.OF 6.PROVIDE ONE SMOKE DETECTOR IN EACH BEDROOM AND EACH FLOOR.PROVIDE A CARBON MONOXIDE DETECTOR WITHIN 15'OF EACH W 3 i Z R CI Q FLOOR AND CEILING FOR GAS BURNING EQUIPMENT. BEDROOM AND AT LEAST ONE ON EACH FLOOR. Q q 41 Z p Z 0 ADDITIONS: WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE 1. PROVIDE COMBUSTION AIR VENTS(W/SCREEN AND BACK DAMPER)FOR GAS FIRE-PLACE AND ANY OTHER APPLIANCES WITH AN .44 6 O U t 8 a L ADDITIONS TO EXISTING BUILDINGS OR AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OPEN FLAME. DISCLAIMER STRUCTURES MAY BE MADE WITHOUT MAKING OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE S.BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 5 AIR THE ENTIRE BUILDING OR STRUCTURE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE NOT EXCHANGES PER HOUR. COMPLY IF THE NEW ADDITIONS COMPLY WITH MORE THAN 2 FT,OR LESS THAN 6 IN.ABOVE THE GRADE, 9.ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS AND GARAGES SHALL BE G.F.I.OR G.F.1.C.PER APPLICABLE ELECTRICAL gyK 6 d R 0.1c ociv:IBbNSui."S y CHAPTER.(NIIOL3) POINTING DOWNWARD,THE TERMINAL END BEING THREADED. CODE REQUIREMENTS. U6 SPECIAL INSPECTION Ri 0.INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT RATING OF THE WALL,FLOOR OR 79 CEILING THROUGH WHICH THEY PENETRATE.U.N.O. �� Stateof Oregon Structural.Crv�QQQ J�xjj�4f�QjF NS. TO OR MORE I.PROVIDE ROOF AND CRAWLSPAN VENTING PER APPLICABLE CODE REQUIREMENTS, K43 Structural W}/wy,♦A}fiyfy]6FYI.R'/wt6TINOHN FT. HEATED 12.ALL INTERIOR WALL SURFACES AND CEILINGS TO BE SHEETROCKED WITH 1/2"GYPSUM BOARD,EXCEPT THE GARAGE IS TO HAVE FLOOR AREA OR 600 5Q T. IN AREA, 5/8"ON GARAGE WARM WALLS AND CEILING WITH HABITABLE SPACE ABOVE. I. WHICHEVER IS LESS,MUST :OMPLY WITH ALL TUB/SHOWER ENCLOSURES AND OTHER WET AREAS SHALL HAVE WATER RESISTANT GYPSUM BOARD. -g I El Concrete and Reinforcing Steel TABLE NIIOLI(2)(N1101.3.1)(11OTE:YOU MUST 13.APPLIANCES LOCATED IN GARAGES WHICH GENERATE A GLOW,SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SELECT ONE NUMBERED A ID ONE LETTERED SHALL BE INSTALLED WITH SOURCES OF IGNITION AT LEAST IS"A.F.F. ):1 -6 Bolts installed in Concrete MEASURE) 14.APPLIANCES IN GARAGES SHALL BE INSTALLED BEHIND PROTECTIVE BARRIERS OR ELEVATED OUT OF THE NORMAL R U a _ TABLE NI101.3 - SMALL ADDITION PATH OF VEHICLES. } 1-- SMALL ADDITIONS: 15.PROVIDE POSITIVE CONNECTION AT ALL POST/BEAM CONNECTIONS AND POST/FOUNDATION CONNECTIONS. Q 4l'Z W iJ Special Moment-Resisting Concr TPtrilg ARE LE1 THAN 40%OF THE ADDITIONAL MEASURES (SELECT ONE) IS.WOOD EXPOSED TO MOISTURE SHALL BE TREATED BY AN APPROVED AGENCY OR SHALL BE OF NATURAL RESISTANCE TO DECAY. 0 d 4 Qa EXIS-PING (li. ING HEAT FLOOR AREA OR LESS THAN 600 SQ.FT. IN 4REA,WHICHEVER wars UWI'BO . Reinforcing Steel & PrestressIn Vitae KeendonfpNE MEASURE FROM a I. INCREASE THE CEILING INSULATION OF THE EXISTING PORTION OF THE HOME AS SPECIFIED IN TABLE 191101.2 A.AS ALLOWED IN SECTION NI104.1,THERMAL PERFORMANCE OF A COMPONENT TABLE NIIOLIlD OR COMPLY WITH TABLE o 2. REPLACE ALL EXISTING SINGLE-PANE WOOD OR ALUMINUM WINDOWS TO BE U-VALUE AS SPECIFIED IN TABLE NI101.2 MAY BE ADJUSTED PROVIDED THAT OVERALL HEAT LOSSS DOES NOT EXCEED NI101.3(NIIO1.3.2) 0 3. INSULATE THE FLOOR SYSTEM AS SPECIFIED IN TABLE NI101.2 AND INSTALL 100%OF PERMANENTLY INSTALLED LIGHTING THE TOTAL RESULTING FROM CONFORMANCE TO THE REQUIRED FACTOR O �- Structural r fielding FIXTURES AS CFL OF LINEAR FLUORESCENT OR A MIN. EFFICACY OF 40 LUMENS PER WATT AS SPECIFIED IN SECTION NIIO1.2 STANDARDS.CALCULATIONS TO DOCUMENT EQUIVALENT HEAT LOSS SHALL BE .1),�l o 4.TEST THE ENTIRE DWELLING WITH A BLOWER DOOR AND EXHIBIT NO MORE THAN 6.0 AIR CHANGES PER HOUR•SO PASCALS PERFORMED USING THE PROCEDURE AND APPROVED FACTORS CONTAINED W EXCEPTION:THAT H MAN %OF 0 5. SEAL AND PERFORMANCE TEST THE DUCT SYSTEM IN TABLE N1104.1((I)., K 3 High-Strength Bolting EXISTING NGBUILD BUILDING HEATEC FLOOR AREA OR 0 6.REPLACE EXISTING 18%AFUE OR LESS GAS FURNACE WITH A 92%AFUE OR GREATER SYSTEM B.R-VALUES USED IN THIS TABLE ARE NORMAL,FOR INSULATION ONLY IN STANDARD 200 5Q.FT. IN AREA,WHICHEVER IS LESS,ARE 0 1. REPLACE EXISTING ELECTRIC RADIANT SPACE HEATERS WITH A DUCTLESS MINI-SPLIT SYSTEM WITH A MINIMUM HSPF OF 10.0 WOOD FRAMED CONSTRUCTION AND NOT FOR THE ENTIRE ASSEMBLY. ' 0 NOT REQUIRED TO COMM."'WITH TABLE 0 8.REPLACE EXISTING ELECTRIC FORCED AIR FURNACE WITH AN AIR SOURCE HEAT PUMP WITH A MINIMUM HSPF OF 9.5 C.WALL INSULATION REQUIREMENTS APPLY TO ALL EXTERIOR WOOD FRAMED, Structural Masonry NII01.1/2)OR TABLE NIIO1.3 0 9.REPLACE EXISTING WATER HEATER WITH A WATER HEATER MEETING CONSERVATION MEASURE D)(TABLE NIIOI.1(2)I CONCRETE OR MANONARY WALLS THAT ARE ABOVE GRADE.THIS INCLUDES ry'(]`j CRIPPLE WALLS AND RIM JOIST AREAS.NOMINAL COMPLIANCE WITH R-21 INSULATION OPY ® Reinforced Gypsum Concrete tAE3LE N1101.1(2) ADDITIONAL MEASURES AND INTERMEDIATE FRAMING(N1104.5.2AIIITH INSULATED HEADERS. D.THE WALL COMPONENT SHALL BE A MINIMUM SOLID LOG OR TIMBER WALL THICKNESS (SELECT ONE NUMBER 4 ONE LETTER) OF 3.5"(90MM). J 0 Insulating Concrete Fill E.BELOW GRADE WOOD,CONCRETE OR MANONARY WALLS INCLUDE ALL WALLS THAT LH 0 I.HIGH-EFFICIENCY WALLS: ARE BELOW GRADE AND DOES NOT INCLUDE THOSE PORTIONS OF SUCH WALL THAT 0 EXTERIOR WALLS:U-0.O45/R-21 CAVITY INSULATION•R-5 CONTINUOUS EXTEND MORE THAN 24"ABOVE GRADE.R-21 FOR INSULATION IN FRAMED CAVITY: 71- Spray Applied Fire-Resistive Materials 0 2.UPGRADED FEATURES: R-IS CONTINUOUS INSULATION, EXTERIOR WALLS:U-0.051/R-23 INTERMEDIATE OR R-2I ADVANCED,AND F. INSULATION LEVELS FOR CEILINGS THAT HAVE LIMITED ATTIC/RAFTER DEPTH SUCH AS FRAMED FLOORS:U-0.026/R-38,AND DORMERS,BAY WINDOWS OR SIMILAR ARCHITECTURAL FEATURES TOTALING NOT MORE W O WINDOWS:U-0.281(AVERAGE UA) ''°;Inge, Drilled Piers and Caissons THAN 150 SOFT.(13.9M J IN AREA MAY BE REDUCED TO NOT LESS THAN R-2I,WHEN N 0 3.UPGRADED FEATURES: REDUCED,THE CAVITY SHALL BE FILLED(EXCEPT FOR REQUIRED VENTILATION SPACES). N EXTERIOR WALLS:U-0.O55/R-23 INTERMEDIATE OR R-2I ADVANCED,AND R-49 INSULATION INSTALLED TO A MINIMUM 6"DEPTH AT TOP PLATE AT EXTERIOR OF -J . -`^?vrete FLAT CEILING:U-0.OIT/R-60,AND STRUCTURE TO ACHIVE U-FACTOR. '4 FRAMED FLOORS:U-0.O26/R-38 G.VAULTED CEILING SURFACE AREA EXCEEDING 50%OF THE TOTAL HEATED SPACE FLOOR a Q 0 4. SUPER INSULATED WINDOWS AND ATTIC OF FRAMED FLOORS: AREA SHALL HAVE A L.-FACTOR NO GREATER THAN U-0.026(EQUVALENT TO R-38 RAFTER V O n d I- ,.: -Pal Grading,Excavation and Filling WINDOWS:U-0.22(TRIPLE PANE LOW-E),AND OR SCISSOR TRUSS WITH R-38 ADVANCED FRAMING) - m = 0 FLAT CEILING:U-0.011/R-60,OR H.A.ADVANCED FRAME CONSTRUCTION,SEE SECTION 81104.6. o FRAMED FLOORS:U-0.026./R-38 I. HEATED SLAB EXTERIOR APPLIES TO CONCRETE SLAB FLOORS(BOTH ON AND BELOW E +`e Gik -^ontrol Systems 0 - '- "-""'- '- '- S E 5-(r1:44v7 DC L.:a:uLrww: .r-:: AJURE B) GRADE)THAT INCORPORATE A RADIENT HEATING SYSTEM WITHIN THE SLAB. INSULATION MANDATORY AIR SEALING OF ALL WALL COVERINGS AT TOP PLATE AND AIR SEALING CHECKLIST,AND SHALL BE INSTALLED UNDERNEATH THE ENTIRE SLAB. Q P. :-) vita"::'.'Inspections MECHANICAL WHOLE-BUILDING VENTILATION SYSTEM WITH RATES MEETING MI5O3 OR ASHRAR 62.2,AND J.SLIDING GLASS DOORS SHALL COMPLY MTN WINDOW PERFORMANCE REQUIREMENTS, 0o ALL DUCTS AND AIR HANDLERS CONTAINED WITH BUILDING ENVELOPE,OR WINDOWS EXEMPT FROM TESTING IN ACCORDANCE WITH NFIIIL2 ITEM 3 SHALL COMPLY Q a • ALL DUCTS SEALED WITH MASTIC WITH WINDOW PERFORMANCE REQUIREMENTS IF CONSTRUCTED WITH THERMAL BREAK `6 m S , ' a 0 6.HIGH EFFICIENCY THERMAL ENVELOPE UA ALUMINUM OR WOOD,OR VINYL OR FIBERGLAS FRAMES AND DOUBLE PANE GLAZING 0 0 w _ REVIEWED p PROPOSED UA 15 8%LOWER THAN THE CODE LA WITH LOW EMISSIVITY COATINGS OF 0.10 OR LESS,BUILDINGS DESIGNED TO INCORPORATE m 1 L��•,r 1GW LTD FU1\ UDE COMPLIANCE PASSIVE SOLAR ELEMENTS MAY INCLUDE GLAZING WITH U-FACTOR GREATER THAN 0.35 3 4 LL BY USING TABLE N1104.1(I)TO DEMONSTRATE EQUIVALENCE TO BUILDING ENVELOPE z W o A.HIGH EFFICIENCY HVAC SYSTEM: REQUIREMENTS. Q E O *i T Approved: t 0 GAS-FIRED FURNACE OR BOILER AFUE 94%A,OR K.REDUCED WINDOW AREA MAY NOT BE USED AS A TRADE OFF CRITERION FOR THERMAL ~ z 04 a OTC�E+ r o AIR-SOURCE HEAT PUMP WITH HSPF 9.5/15.0 SEER COOLING,OR PERFORMANCE OF ANY COMPONENT.EXCEPTION:TABLE NIIOI.I(2),ENVELOPE MEASURE 6: 4 2 O :CS ` 0 GROUND SOURCE HEAT PUMP COP 3.5 OR ENERGY STAR RATED CALCULATION ALLOWS BASELINE CASE 15%OF TOTAL WALL AREA AS WINDOW WHEN DESIGN m U 0 B.DUCTED HVAC SYSTEMS WITHIN CONDITIONED SPACE,(CANNOT BE COMBINED WITH MEASURE 5) CASE UTILIZES WINDOW AREA IF LESS THAN 15%. L m U Permit#" LM )T "1 / D0��4 ALL DUCTS AND AIR HANDLERS CONTAINED WITHIN BUILDING ENVELOPE SKYLIGHT AREA INSTALLED AT 2%OR LESS OF TOTAL HEATED SPACE FLOOR AREA iti 1 f�rJ !i[/f/��,,` _.^ C o G.DUCTLESS HEAT PUMP: SHALL BE DEEMED TO SATISFY THIS REQUIREMENT WITH VINYL,WOOD,OR THERMALLY Address: J�O VV_ �!` �+� DUCTLESS HEAT PUMP HSPF 10.0 IN PRIMARY ZONE OF DWELLING BROKEN ALUMINUM FRAMES AND DOUBLE PANE GLAZING WITH LOW EMISSIVITY COATINGS. 0 D.HIGH EFFICIENCY WATER HEATER: SKYLIGHT U-FACTOR IS TESTED IN THE 20 DEGREE OVERHEAD PLANE PER NFRC STANDARDS. 0 NATURAL GAS/PROPANE WATER HEATING WITH UEF 0.05,OR M. A MAXIMUM OF 28 SQ.FT.(2.6M)OF EXTERIOR DOOR AREA PER DWELLING UNIT CAN HAVE A Suite 11'i o ELECTRIC HEAT PUMP WATER HEATER TIER I NORTHERN CLIMATE SPECIFICATION PRODUCT U-FACTOR OF 0.54 OR'LE55. B.. Date: 7-D776 N.GLAZING THAT IS EITHER DOUBLE PANE WITH LOW-E COATING ON ONE SURFACE.OR TRIPLE F - - PANE SHALL BE DEEMED TO COMPLY WITH THIS U-0.40 REQUIREMENT. :M41.111"- r,"®� er N 2 40 s % 4 -18 L W b LIu= o=di 0' wIw U g 1 agao a�w � z roo Esy LLrcrc3J Lzx� > d Ern;;)'-‘3 - C0 Op tF 24 z �L�� ' orr'z Xis W4�LL TYPICAL WALL SECTION/RADON MEASURE DETAIL u B o o o rc s w�wd '°9: p 0 a�oow'?u-e OO 114%I.: :14% 4r 2w0iti-OIz _■ O L3izax1wa DISCLAIMER KEY NOTES O O� 1` KEY NOTES WINDOW NOTE: Mailitintititifititiifiltititifiti\a €g 0 A.EXHAUST LOCATION MIN 10"FROM OPENINGS INTO CONDITIONED : `I O I.COMPOSITION ROOFING OVER 15.48PH FELT R6122 WINDOW SILLS p / 0 O SPACES AND 12"MIN ABOVE ROOF. : 2 5/e'COX PLYWOOD SWEATING IN DWELLING UNITS,WHERE THE OPENING OF 6 1 B.FLASHING. Q O 0 1 3.ENGINEERED TRUSSES AT 74"O.C.TRUSS MNFR TO SUPPLY-U.N.O. AN OPERABLE ENDOW IS LOCATED MORE m p C.ELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATION OF VENT FAN p$ A OREGON INSULATION:R3S-VAULTED CEILING W/I2"RAISED TRUSS THAN 12"ABOVE FINISHED GRADE OR -PASSIVE RADON NOTE 3. ;$ HEEL(IF STANDARD HEEL DEPTH-USE R450,R38-FLOORS,R71-WALLS SURFACE BELOW.THE LOWEST PART OF THE Q D.3"OR 4'DIA VENT PIPE(PVC OR EQUIVALENT). ! 5.1/I6'OMSHEATING. CLEAR OPENING OF THE WINDOW SHALL BE A d- E.SEAL AROUND ALL PENETRATIONS. 1,y9g3 6.HARDIE PLANK LAP SIDING,OR EQUAL-SEE ELEVATIONS MINIMUM OF 24"ABOVE THE FINISHED FLOOR 0 F.SUPPORT STRAPPING. % 1.7X6 STUDS 16"O.C.-U.N.O. OF THE ROOM IN WHICH THE WINDOW IS G.SEAL MEMBRANE AROUND PIPE PENETRATION. B. I-JOIST PER MNFR DESIGN-U.N.O. LOCATED.OPERABLE SECTIONS OF THE Y 14.JOIN SHEETS OF MEMBRANE OVERLAPPED AND SEALED- 0 i/ 3.5/8"TYPE X GYPSUM BOARD-GARAGE SEPARATION WALLS I CEILING WINDOWS SHALL NOT PERMIT OPENINGS OF m u I.PERFORATED DRAIN TILE-PASSIVE RADON NOTE I. 0 -. WITH HABITABLE SPACE ABOVE A 4'DIA.SPHERE,WHERE SUCH 3 0 3 L SOIL-GAS-RETARDER MEMBRANE SEALED AGAINST WALL AND AROUND 0 0 w IC. 11/4'TIMBERSTRAND RIM,OR EQUAL-U.N.O. OPENINGS ARE LOCATED WITHIN 24 INCHES --,1Q z r PENETRATIONS(MIN 6-MIL POLYETHYLENE SHEETING OR EQUIVALENT) 'p- II.TYP 4XI2 DFT2 HEADER-U.N.O. OF THE FINISHED FLOOR. IY 4 K.CRAWL SPACE-PASSIVE RADON NOTE 2 oid o44 p- 12.1/8"T1G EDGE GOLD FLOOR DECKING-U.N.O. 0 4 0 - IOilitititit1ti}if; 13.1/S"TIG EDGE GOLD FLOOR DECKING-U.N.O. EXCEPTION: s cfl+0Hm © we14.APPLY 1/7'SHEETROCK TO WALLS AND CEILING I.WINDOWS WHOSE OPENINGS WILL NOT PASSIVE RADON NOTES: la 1, IS.CONCRETE FOUNDATION WALL 1 FOOTING:REFER TO FOUNDATION PLAN ALLOW A 4"DIA.SPHERE TO PASS THROUGH i H'. FOR SPECIFIC FOUNDATION DETAILS. THE OPENING WHEN THE OPENING IS IN IT'S 0 I.INSTALL A LENGTH OF 3'OR 4"DIA PERFORATED DRAIN TILE a 0 0 FOOTING TO BEAR ON UNDISTURBED SOIL.BOTTOM OF FOOTING LARGEST OPENED P0SITION. m HORIZONTALLY BENEATH THE SHEETING AND CONNECT TO THE O TO BE BELOW FROST DEPTH OF I FOOT OR GREATER. 2 OPENINGS THAT ARE PROVIDED WITH '1'FITTING WITH THE VERTICAL STAND PIPE THROUGH THE R © IV.PROVIDE THE ATTIC VENTILATION AT A RATE OF I SF FOR EVERY WINDOW FALL PREVENTION DEVICES SUCH THAT LL' SOIL-GAS-RETARDER MEMBRANE.THIS HORIZONTAL PIPE SHOULD y ISO SF OF VENTILATED AREA.VENTILATION MAY BE REDUCED TO COMPLY WITH SECTION R612.3 NORMALLY SE PLACED PARALLEL TO THE LONG DIMENSION OF 0ow I SF FOR EVERY 300SF WHEN 50%TO WOW OF THE VENT OPENINGS 3.OPENINGS THAT ARE PROVIDED WITH FALL THE •/SE AND SHGULD EXTEND NO CLOSER THAN 6'TO THE �' © ARE PROVIDED IN THE UPPER HALF OF THE ARE TO BE VENTILATED, PREVENTION DEVICES THAT COMPLY WITH FOUNDATION WALL- .' F1.2 X BIRD BLOCK W/SCREENED VENT ASTM F2050 2.VENTILATE CRAWL SPACES IN CONFORMANCE WITH LOCAL CODES. f IS.WOOD SIDING,SWEATING AND WALL FRAMING SHALL BE A MINIMUM 4.WINDOWS THAT ARE PROVIDED WITH VENTS SHALL BE OPEN TO THE EXTERIOR AND BE OF y, 111 OF 6'ABOVE GRADE•ALL POINTS. OPENINGS LIMITING DEVICES THAT COMPLY NON-CLOSEABLE DESIGN. .4 IS.TRUSSES SHALL BE CONNECTED TO WALL PLATES W/APPROVED WITH SECTION R612.4 3.CIRCUIT SHOULD BE A MINIMUM IS AMP,115 VOLT- Q Q 0 r CONNECTORS HAVING AN UPLIFT RESISTANCE NOT P LEIS.' LESS THAN I15 LEIS.(SIMPSON 142.5-U-N.O.) annannitiNtitattitiMitinit 20-GUTTER CI o 0 o III=III=III_III= E C) ' K 111wenl_nh, ww 0 S11 .IT_mm n u l O Wo = =ITT=ITIE �imnlw ITTMll—IIIEIII—II N �tl ''' 1_e=::TEAT—III—Ill—Ilhlll—IIIF IL Z O —IIIEIIIEIIIEllI III—III—III— 4 O 'IEcIIIEIHEIII=IIIEIIIEIII=1' 0 m p X 'II_IIIEWEI EIIIEUIF' 4 em4Ew,.e. 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COATS REMODEL Q �L"TT"N a THEY WERE DEVELOPED FOR MOUNTAINWOOD HOMES CLIENTS, PAGE ipp 8324 SW NIMBUS AVE (P UNAUTHORIZED USE OR COPYING OF THESE PLANS,OR THE �� f-•uoum ON (1 DESIGN THEY DEPICT,INFRINGES RIGHTS UNDER THE 5 BEAVERTON OR 51008 ggg0 SW INEZ ST SCALE: D COPYRIGHT ACT. 1,..ii t P-503.746.T338 F-503.746.7%4 TIGARD OR 9'1224 I/8" I-O• ocA+eo o" It IS THE SOLE RESPONSIBILITY OF THE P. 3 CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL DIMENSIONS TITLE: II CGS"10431T TAX LOT: DATE WBCII®eda ,AU ue 5,2020 T AMODU DNAWOS DO ETOOAARTT NGN D ATLL W ODREKC AENPDE NWCLL SN.OTIFY Elevation 2 ;T 4. Ll l t l l 111 11 (p t- a is�iora�s:a: "-••-.•�TerS�3iS7 i':e74.1V Yiiy!ot A I ..� w1 O s B '!y L M ;il iI03 1 I I O 11M d-10 " - (E) ESEAM 0 — liillitfl -7--- 4- t• . 4- 4 Ft 10 Adfll 14 1 i � 4 V' m M M z G\ z .� . =rn b : E m O a0�.4'l..r. m B6,14, rn .---� X -- ------------------ II I ----.----{' • I rn - r ; 411i 0 h —I OLI Oei el ` a0':109a' - (E) BEAM • 11 A . 0:: ! - 1) z I �1 r 1,1 ` 1 r i • 0 m \ ` m m m . s , No b' ; ; d s . 2 dma e m IL m FaXy40 To Z A( 0 E E "II 3 D ~ ~ A A F; E Q g A O Z Z 3.. E N.. e F F F °a D >.II ae v: Z ee A z 0 b z t_O = n 0 oe I,v. E l (Dmr 1 b Z O m ' — - 9.- A 4 if MOUNTAINWOOD FICHES COATS REMODEL REVISION DRAWN BY: Q Ec� THESE PLANS ARE COPYRIGHTED BT MOJNTAHOMES HOMES. 1 "* Q THAT WERE DEVELOPED FOR NG OF THESE P HOMES CLIENTS, PAGE 8324 5W NIMBU9 AVE N UNAUTHORIZED USE OR COPYING OF THESE PLANS,OR THE e-L140Y.1 a+ 0 DESIGN THEY DEPICT,INFRINGES RIGHTS UNDER THE BEAVERTON OR 51008 8580 bW INEZ ST 9GALE: D COPYRIGHT ACT. P-503.146.1338 F-SO3.�4E0964 TIGARD OR 91224 lie." • I-0�� NV oca.®on IT IS THE SOLE RESPONSIBILITY OF THE illik 3 CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL DIMENSIONS TITLE: T DATE:WBCkIBed Au wi 5,2020 A AND DETAILS PRIOR TO STARTING ANY WORK AND WILL NOTIFY Lower Floor GCB*IB491T TAX LOT: «J g OUNTAINWOOD HOMES OF ANT AND ALL DECREPENOIES. • 2'-Iw `101 " 7 A4 m -0 erns-} 07 1 II 0 . x/,„1 <• is { - OI r w I -L+,"i 0 , .. v V ,A Y Y.'4, A ' I -'1'�11 " \\\\11,... a i a� R i ,U r, ...A..y .0.•••\rncliii: ��, e `CA7J . 0) rn rn rn z 0 z iiiiil (EJ UPPER FLOOR CANT Ih':111111111 rn _�_ I �liililll -- (p ;: °iiiiIi1111111i1111J11 m tl .. s �� IIIIIIIIIIIIIIIIIIIIII o z A IIIIIIIIIIIIIIIIIIRI "• vir fIIIIIIIIIIIIIIIIIIIII Cm iIIIIIIIIII m (P �, rn IIIIIIIIIII x _-— " T IIIIIIIIIOIII rn I ; IIIIIIIIIIIIIIIIB i IIIIIIIIIIIIIIIIIIIIII rn Q 11 i IIIIIIII s - IIIIIIIIINII, 0 r : _ :" L- F IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII�11 D i S-IO4 0 0 b I m I 3 a(E) SEAM 4 POSTS o 0 X !! A 10,-III - (E) DECK o Fri-0 tn 1 _ r z I m m 1 I'm \ \ tri" I- rn \ \ x Z -I \ \ { v w x 2m d IP S S V' V! m A r �, Tr ,t m A ` m Am OA N (J tl z A A A A E 3 D D A FD iD N N A O z O E E E C •`. ,r,n r r r O r I— — 3E T A of Iv' _ Y e1'. C III A20 .e A z o L 0 m o. Iv: E O• m m 1— 1, e e c^Z m _ _ o0 A .` V MOUNTAINWOOD HOMES REVISION. DRAWN BY: ecnov THESE PLANS ARE OOF•YRIGHTED BY MOUNTAINWOOD HOMES. COATS REMODEL Q �ETrflz O THEY WERE DEVELOPED FOR MOUNTAINWOOD HOMES CLIENTS. PA' E 8324 SW NIMBUS AVE N UNAUTHORIZED USE OR COPYING OF THESE PLANS,OR THE tsuown on n DESIGN TEST DEPICT,INFRINGES RIGHTS UNDER THE 1 BEAVERTON OR 91008 8580 SW I N E Z ST SCALE: �V D COPYRIGHT ACT. P-503.146.133E F-SO3.146,1'364 TIGARD OR 91224 I • I'-O" T,T PFo ory R IS THE SOLE RESPON5IBILRY OF TIRE 3 CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL DIMENSIONS TITLE: OM P: AND AND DETAILS PRIOR TO STARTING ANY WORK AND WILL NOTIFY Main Floor CCB•184311 TAX LOT: DATE:Wednesday,AUgUOt 5,2020 A MOUNTAINWOOD HOMES OF ANY AND ALL DECREPENCIES. * w a I- m IL I— N LL Wf ZQ r-" m J W OWO UQ W L3 ZJ- 9 J O W Z 0 p 33po m FryLLry§ EZ3r WW}Q m 2 r��O LL U WZymj Di1} 3y� irQ'Z _ aw�o WJW— Wmgao IR `j. uw'ao i081 O pj.J00 ti 1 W 33DLL'lgN ,2,1i OOt UVL DISCLAIMER al il (N) BEAM1 °E ° I ;11 t— jj. . a ili 4k I th I m Z 3 J . /13 . 40 a' ~ l �� Q (N) ENTRY BUMP-OUT�I -(p it m (E) 4" CON PAD N) 4" CONC. PAD w INSULATED R-IS d - (N) CONC, FOOTING IIill 1- __I!'-111-'!'_II71 .14 6q — - n I, 4x POSTS Q 0 al cf -11 IIMIrN. u a . /J'A . U'A °a.�;.7' (K IUJ I QO ma 5 SECTION A (E) „,0 SECTION A (N) .ra . C SCALE: I/4" = 1'-0" 1 SCALE: I/4" = 1'—O" E 0 01 • INTERIOR WALLS:DIM• IS"O.G.(LINO) LEGEND EXTERIOR WALLS-DF4 a 24"O.G.(um') ? 0' O o (E) • EXISTING (N) • NEW 0 , Ir . ®3.5"INTERIOR WALL I I 3 Q� Q LL m mandp/� 5.5'INTERIOR WALL 1 J z Z O f /II.2xS EXTERIOR WALL • I- 3 W e'/.,IZZZ.9'i1 S"FOUNDATION .► . .0 . 3 1.N Q 2 1 yZie/yij''A 8"FOUNDATION O,!' O•!r r W m IL CD) : DEMO MI SEE ENGINEERING S1--IEETS FO ALL DETAILS FA • REMODEL U • FURNACE �r WN • WATER HEATER rid I FA J�07 h * C W U o _1 1 U a_ I- d) 6 ti 6 gi Od_ mJig Sm w EOg9f aE • ?I2V ( .i3130 lE N J •qjF w }9 I Opi i-a• LLp .uZ H8Um zd iL ww :KFz w• I J_UQ4 a-LLOlr ®QmLL I Oz Oaz2w IV O.0 �a1ga,4 F, V2p~u':LLD °ER)-'igni - // //(N) COVERED DECK w3 r.4o,1 OVERFRATfL CPU R'C GIa I '!_ gamz=r �� o3�3a>c N) 2x6 RAFTES g 24" O.G. DISCLAIMER w/COLLAR TIE (TYP) AM T.O.B € 11 (N) 4x10 BEAT' € o m + (NJ PObT IV i .I I e 1 ' �V J e Q 1._ _ T.O.SUB#LOOK m Q ` C - �`CEJ 5x12 BEAM (DECOR. IIVE 1'�IOSJti _ I Q ~ `*� (E) POST 0 m m ao n•e_ .•s.e .e. a. • ° Q o• s• s•.e • o I ° .. .e. ... .•• °..• °.Q: D .• °. ° e. ° e. a e' a• a• . • as a ° e a ae o a el Z 11_—� ' a d�e .ed'e ed. dn .°de 0 0° .°d° d° .'11.t .°de`.°de•.ede•.ed.e da , d e II • �°A. , G - G. de do d de de de- d d n,.°dn•°dn• 1 'd�e d�e\ILF� ��"� 0 II ' _. o. o. ° _ ° ° 11-11—II W u n'�u�ll�ll�l+'�11'—'u;'-n—*Il�ir7)-1r—ir—if—It—i(=11=11 11 �11 II �l II I l� II I I ll--•� —17-1�=, II—II-11-11-11-11,11-11-II—II—II—II—II—II—II-11-11-11 11—II—II—II—II—II II II II II II—II—II—II—II—II II 11= N �iI—II—n—II—n—II—u—n—If—II—II—u—n—II-11—II-11—II 1I 1I II II 1111 11 II ll II11 11 II 1� II II II CI • � SECTION ( ) \ SECTION 3 (N) a �_11 SCALE: van = 1 -o 4 1.1 SCALE: I/& = i -O 4 3 U 2� 4 141-a I- w lU v O om 7 C t�I INTERIOR WALLS:DF•2•Id'O.C.(UNO) = 0 Y LEGEND EXTERIOR WALLS:DF'2•24"O.C.NNO) LU r-al '0• (E)• EXISTING (NJ • NEW O 4 2 ®3.5"MTERIOR WALL I I 0 0 LL //// 5.5'INTERIOR WALL I I Q m 0 • ' y/t/.../ • 2X6 EXTERIOR WALL I- 3 % 5. i ly 21 b"FOUNDATION •:."•0 •••:•A . O V. 2 m /y_'/,P'Aj 8"FOUNDATION o,• •"e,• r com a 8 ., al I (D)•.DEMO li SEE ENGINEERING el--LETS FOR ALL DETAILS (, REMODEL PAU a FURNACE fir,. ---- WH • WATER HEATER it al w i t - 1- 0 (N)OVERFRAME L 15 8 �� cL - MOM -I l0 4 -I to a iiiiiaiiamEwmamwv y....s 1111111111111. I sI go°w I'-'0 o.I "f... 8 --- g o i? 001 iiiiiagigmuiw = —.-..."-.. ::�:::-:: I (N) 2x6 RAFTES a 24" O.C. w/COLLAR TIE (TYP) s _ = T w I :..e �IIY • 5....i iiiii MN: N mZu V Q❑ :..e .i.a..._ i �_ — _ to OW .7r,2 ...; .:.:.... ....� g iQ ..O ` .i.6..."....t —. lyi I v 11 ZQ J U Q Q _ . - - :. :• "" . ( ) 2x6 RAFTES 6 24" O.C. w/COLLAR TIE (TYP) 11 , g_° ii pp i..f'Gi3"'+ . : .':'' i i i i::E_e_9:: ".::�::'::°f:d.;d" '� _ ..Ai : tt 2mU LL0 3 I � � �� N) HAND FRAMED ROOF ADDITIONS v (N) ROOF F'ITCI-4ES 8.5:12 " a w g u q i i = Awl. riV i i w 3�0) t K O Z M j _p (N) O.H. TO MATCH (E) ;; ___ o o __ ,f ��ou_ua _.—��// ''(/ DISCLAIMER 4 � �I r (N) OVERFRAME gZ ,9, iK+ !1 lr .LAi f 3 MINI IR (E) ROOF ,��I'� OT 0 12 2 is sE SCALE: 1/16° = II—O" IIIIIIM MIMI ,, } m z uA in NM w9 fNM 1� 3 �Z Iii n Q . i It Sip4 6 Q al• it • 1 0 z p a t E o III 1 fY i cf) ill O �� g S all—t •• Ikl INTERIOR WALLS:DF•3.I6"O.C.(INO) = Q v LEGEND EXTERIOR WALLS,DP2.24"O.C.NNOJ 0 O (N) ROOF LAYOUT (E) • EXISTING (N) • NEW O 'Aw, a I_7—T7-71. 3.5'INTERIOR WALL I I 3 co SCALE: 1/8 II = 1 i—OII 1 / / / / 5.5" INTERIOR WALL I I Z r Q m F Z . - / / G 2X6 EXTERIOR WALL Z R V o 1 ' N i r nn • •A 6"FOUNDATION .•. .• • .. . n r Q i 1 V/f/z'Xp2I 5"FOUNDATION I,!r. a.! Eefa (I) 4 — CD) • DEMO ?di•:!:::::::i:?.::�::fir.'. _ IMP REMODEL SEE ENGINEERING SI--IEETS FOR ALL DETAILS (R'•FAU • FURNACE Illeigniall"" WH • WATER HEATER Pr:alI/ GENERAL REQUIREMENTS GEOTECHNICAL INFORMATION • THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, • EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE v NOTES,SITE CONDITIONS,AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER WHO SHALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE N 5 CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT TO BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS 4 N O THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS DEFINED BY A LICENSED GEOTECHNICAL ENGINEER. H C a NOT SHOWN. • CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING o - Q • • THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR PARAMETERS: I- n v STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE ALLOWABLE BEARING PRESSURE 1500 PSF N U O a WALLS ARE PROPERLY SUPPORTED BY FLOOR SYSTEM AND FLOOR DIAPHRAGM. ACTIVE EARTH PRESSURE (YIELDING) 40 PSF/FT 3 - ,- FO • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTIVE EARTH PRESSURE (AT-REST) 60 PSF/FT Min a THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL PASSIVE EARTH PRESSURE 100 PSF/FT F- O THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT(800) 332-2344 COEFFICIENT OF FRICTION 0.30 >in _ • MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL HARDWARE AND MANUFACTURED STRUCTURAL PRODUCTS SHALL SOIL SITE CLASS D 1 - �O BE AVAILABLE ON THE JOBSITE AT THE TIME OF INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE. f— v�i Q SHOP DRAWING SUBMITTAL PROCESS 2 CODE REQUIREMENTS • SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR Ay ,fl • ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE OREGON RESIDENTIAL SPECIALTY CODE (ORSC)AND THE OREGON APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE z z z STRUCTURAL SPECIALITY CODE (OSSC), BOTH AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL fl AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN O DESIGN LOADS STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS fl LIVE LOADS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION ROOF (SNOW+RAIN-ON-SNOW SURCHARGE) 25 PSF(ADD 5 PSF SURCHARGE WHEN SLOPE<5°) • SHOP DRAWINGS ARE REQUIRED FOR THE PREFABRICATED WOOD TRUSSES 7/ FLOORS (SLEEPING) 30 PSF • CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF FLOORS (NON-SLEEPING) 40 PSF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 PSF ALONG WITH THE SHOP DRAWINGS FOR PREFABRICATED PLATED WOOD RN • UNINHABITABLE ATTICS WITH LIMITED STORAGE (b,g) 20 PSF TRUSSES RNI N. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF °i (b) UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND INSPECTIONS AND SPECIAL INSPECTIONS o RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB • THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS cc CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES HIGH BY 24 INCHES IN WIDTH, OR REQUIRED BY THE LOCAL BUILDING DEPARTMENT w < c� GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY • SPECIAL INSPECTIONS ARE REQUIRED ALL POST-INSTALLED ANCHORS INTO R: OTHER LIVE LOAD REQUIREMENTS. EXISTING CONCRETE. Oz w z LLJ(g) UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND • THE MANUFACTURES INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON o z F o RAFTERS IS 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS THE JOB SITE AT THE TIME OF INSPECTION. 0 0 N zo CAPABLE OF ACCOMMOODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER, • SPECIAL INSPECTIONS REQUIRED FOR ALL EPDXIED ANCHORS INTO EXISTING z o z WITHIN THE PLANE OF THE TRUSSES. THE LIVE LOAD NEED ONLY BY APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CONCRETE. . a 3 z BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1)THE ATTIC AREA IS ACCESSIBLE FROM AN o Q to Q OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE EXCAVATION SUPPORT AND PROTECTION 0 o ,n ATTIC IS A MINIMUM OF 30 INCHES, 2)THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN • EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE BE GREATER THAN THE 2:12, 3) REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. THE LIMITS SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS p REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DIST. • INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED,SHALL BE PER THE J u CONCURRENT LIVE LOAD OF NOT LESS THAN 10 PSF. SHORING DRAWINGS, NOTES, AND SPECIFICATIONS z1--�7- v, WIND DESIGN DATA(BASED ON ASCE7-10 SIMPLIFIED METHOD): LI'J m0 FC BASIC WIND SPEED: 100 MPH (LRFD) BACKFILL AND COMPACTION " WIND IMPORTANCE FACTOR: I = 1.0 BACKFILL SHALL NOT BE PLACED UNTIL THE RE ) f„...---- • •ARK AND OF \` #} WIND EXPOSURE: B /. -` N, ANY DEBRIS. BACKFILL BEHIND ALL WALLS S ' "1' t' . IL THE ADJUSTMENT FACTOR X = 1.0 /- `� i.- A ie WALLS ARE PROPERLY SUPPORTED. ALL B '' / - RIA ,' ',IA MENT TOPOGRAPHICAL FACTOR Kzt= 1.0 DRAWING T'T" PROCEDURES SHALL BE CONSISTENT WI 1,6/ �r27, \_) EARTHQUAKE DESIGN DATA(BASED ON ASCE7-10 EQUIVALENT FORCE METHOD) RECOMMENDATIONS / SEISMIC IMPORTANCE FACTOR I = 1.0 SPECTRAL RESPONSE ACCELERATIONS Ss =0.975& S1 =0.414 E\�_ _ SEISMIC SITE CLASS D2 \ i` . E,, r^ ENGINEER DMH CHECKED BY: DMH SEISMIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM JOB NO 2666 DRAWN BY BVJM RESPONSE MODIFICATION FACTOR R =6.5 $1 '� �® DATE: 28-2020 SHEET NUMBER DESIGN BASE SHEAR V=0.108W ✓I://e, q �� 07-28-2020 SO.OA SIRES:6/30/202 , J /, CONCRETE SHRINKAGE OF WOOD FRAMING I o • CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI 318-11 STANDARD • SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO 4,.1 v • CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL,AND Q 0 t ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-11 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT TO v O IIIMII Ly ‘s\ THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER ACCOMMODATE 1/4" PER FLOOR OF WOOD SHRINKAGE. THE USE OF KILN-DRIED LUMBER 3' z Z z SOLUBLE CHLORIDE ION SHALL NOT BE USED. AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO APPLICATION O0 Q uu ' • CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. u O 28-DAY MAX.W/C MAX.SLUMP AIR ENTR. SPECIAL INSP. LOCATION/ ' ,, STRENGTH (PSI) RATIO (INCHES)(PERCENT) REQUIRED? APPLICATION �C 4 O0 O 3000 0.45 4+/- 1 0+/- 1 NO FOOTINGS 3000 0.45 4+/- 1 5+/-1 NO FOUNDATION &STEM WALLS STRUCTURAL GLUED LAMINATED TIMBER N z e_ 3000 0.45 4+/- 1 5+/-1 NO EXT SLAB ON GRADE, DRIVEWAY, +� GLUE-LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER `� CURBS,WALKWAYS, PATIOS, CONSTRUCTION (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE I E PORCHES, STEPS EXPOSED TO ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER Q SHOP OR FIELD. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: 0 WEATHER, GARAGE FLOORS v fl COMBINATION SYMBOL SPECIES CAMBER ,_ _ 3000 0.50 5+/- 1 0+/- 1 NO ALL OTHER CONCRETE , 24F-V4 DF/DF STANDARD z z • RESHORING,WHERE REQUIRED,SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO ♦y / z THE ENGINEER OF RECORD FOR REVIEW. • UNEXPOSED GLUE-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE, UNLESS / i • ALL NEW CONCRETE SHALL BE fc=3000 psi @ 28 DAYS, 5-7%ENTRAINED AIR FOR ALL CONCRETE EXPOSED TO THE NOTED OTHERWISE. EXPOSED GLUE-LAMINATED TIMBER SHALL BE APPEARANCE O 1112 EXTERIOR, 4" SLUMP. FOUNDATION WAS DESIGNED FOR A fc=2500 psi THEREFORE NO SPECIAL INSPECTION IS CLASS PER ARCHITECT. �� REQUIRED. / \ • CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT SPECIFIED BY THE / ARCHITECT REINFORCING STEEL N • REINFORCING STEEL DETAILING, FABRICATION,AND PLACEMENT SHALL BE PER ACI 318-11. N al • #3 AND#4 BARS SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 60 O • #5 BARS AND LARGER SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 60 0 • REINFORCING FOR SLABS ON GRADE SHALL BE 6x6 W1.4xW1.4 W.W.F., UNLESS NOTED OTHERWISE. cc • ALL#3 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 21'I IN LENGTH W • ALL#4 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 28" IN LENGTH p r _ • REINFORCING STEEL COVER SHALL BE AS FOLLOWS: o Lu D CAST AGAINST EARTH: 3" 0 z0 I- uu FORMED SURFACE EXPOSED TO EARTH OR WEATHER: 1Y2" 3 L w p CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1" z o z o i_ a � z z Ens ao a TREATED WOOD 0 g 3 TREATED WOOD SHALL BE REQUIRED FOR: • ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES, PORCHES, OR SIMILAR PERMANENT BUILDING APPURTENANCES p THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG, OR OTHER COVERING TO PREVENT Li;J u MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS • r o z r En • ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY FOUNDATION WALL LESS THAN EIGHT INCHES J o Fc FROM EXPOSED EARTH. \` a • POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT �® PR®� ` J WITH THE EARTH, EXCEPT: A�� a. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL ONE INCH ABOVE THE SLAB AND SEPARATED BY AN IMPERVIOUS MOISTURE `cj ��G0NE4� �A® / \\ 1 BARRIER DRAWING TITLE Le b. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR 852 y r PEDESTAL MORE THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER y- c. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED 1 _ EARTH r`F l{y tMOINEEBi DMH CHECKED BY DMH d. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE sF 4 • OBNO. 2664 DRAWNBTI BWM • PRESERVATIVE TREATMENT SHALL BE PER AWPA SPECIFICATION C2 AND C9,OR APPLICABLE STANDARDSV 3i1 ATe a-za-mxa SHEET NUMBER • ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANCE G-185 HOT-DIPPED GALVANIZED PER ASTM A153,OR '®SMB HO. STAINLESS STEEL SO.O B 07-28-2020 EXPeRES: 6/3OJ2O ROUGH FRAMINGC o • SAWN LUMBER SHALL CONFORM TO WCLIB GRADING AND DRESSING RULES NO. 17, LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACE DRIED, 19% MAX. 4_1' O t MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. N 0 cv0 � ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER SPECIES, GRAD, c `i` AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS, U.N.O. PER PLAN/SCHEDULE: 3 z cl, `O Q 1 USE/LOCATION SPECIES GRADE Fb (PSI) Fv(PSI) Fcp (PSI) Fc(PSI) E UI U ' WALL STUDS/BLOCKING 3 2x,3x, 4" WIDE HEM-FIR STUD 675 150 405 800 1.2E6 MBC ' OO F t E e 2x, 3x, 6" &WIDER HEM-FIR #2 850 150 405 1300 1.3E6 >111 O I 0 � WALL PLATES i I 2x4, 3x4 HEM-FIR STUD 675 150 405 800 1.2E6 I 2x6, 3x6 HEM-FIR #2 850 150 405 1300 1.3E6 z ,z,,� z ,;, z JOISTS v 'L fl a 2x, 3x D-F-L #2 850 150 405 1300 1.3E6 ` ` ♦/ LEDGERS �\ �1\-.\ 2x, 3x D-F-L #2 900 180 625 1350 1.6E6 4x D-F-L #1 1000 180 625 1500 1.7E6 BEAMS AND POSTS .77 N 4x D-F-L #2 900 180 625 1350 1.6E6 n 6x D-F-L #1 1200 170 625 1000 1.6E6 0, Er 0 STRUCTURAL FINGER JOINTED LUMBER d • STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. w 0 STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER STANDARD COMMITTEE "PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED ~ z AS STUD USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. o s D o z o. un FRAMING NOTES Z o E . o • FRAMING CONNECTORS,ACCESSORIES,AD FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE. EQUIVALENT .7 a - z HARDWARE BY ANOTHER MANUFACTURER MAY BE USED. INSTALL ALL HARDWARE PER MANUFACTURER'S SPECIFICATIONS. PROVIDE SOLID BLOCKING AT ALL z / x 0 BEARING POINTS. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO TABLE ON LEFT SIDE OF THIS SHEET. o o a • NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE. 2 u °O • UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT SILL PLATES SHALL BE Y2" DIAMETER WITH 7" MINIMUM EMBEDMENT INTO z CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE o THAN 12" NOR LESS THAN 6" FROM EACH END OF THE PIECE. A 3"x3"x0.229" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS DO NOT COUNTER-SINK v_ ( IL I- a PLATE WASHERS). A l/ "x 134" DIAGONAL SLOTTED HOLE IN THE 3"x 3" PLATE WASHER IS ALLOWED WITH A STANDARD CUT WASHER. z ~ "' w m s 1 J O D v JOIST AND BEAM HANGERS R • JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR ANOTHER MANUFACTURER WHOSE JOIST HANGERS �� ARE ICC-APPROVED. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ®c ,04GINE7-.`1.7PER PLANS OR DETAILS: C9 DRAWING TITLE MEMBER SIZE HANGER t SAWN LUMBER LUS SERIES TO MATCH LUMBER SIZE 3%"-WIDE GLULAM BEAM HGUS410 5V2'-WIDE GLULAM BEAM HGUS5.50/10 I-,t ,i i�., NGINEER DMN CHECKED BY DMA MANUFACTURED WOOD I-JOIST IUS SERIES TO MATCH I-JOIST SIZE A ' 7 DBN". �4 DRAWN BY BWM a . 39 ` DATE: W-28-2020 1/4"-WIDE PSL OR LVL BEAM LBV SERIES TO MATCH DEPTH SHEET NUMBER 3�/2"-WIDE PSL OR LVL BEAM GLTV SERIES TO MATCH DEPTH +91:?O��ek-5%4"-WIDE PSL OR LVL BEAM GLTV SERIES TO MATCH DEPTH 07-28-2020 so.oC SIRES:6/30/2021 WOOD SHEATHING /� • STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA-GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE I C-D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN 4 a t RATING,AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: Q 0 e EDGE NAILS FIELD NAILS �t N O N ,s v ROOF: 7/16" 40/20 C-D APA CDX T&G 8d @ 6" O.C. 8d @ 12"O.C. ' z FLOOR: 3/4" APA-RATED STURD-I-FLOOR OSB 40/20 T&G 10d @ 6" O.C. lOd @ 12"O.C. O Q SHEARWALL: 7/16" C-D WITH EXTERIOR GLUE SEE SCHEDULE �U O z• > � ,E • ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED �C < � O OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. e Im'>SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2x OR 3x FRAMING PER SHEARWALL SCHEDULE N METAL PLATE CONNECTED WOOD TRUSSES I F 0 • PRE-MANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER-DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI/TPI 1, NATIONAL ? DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION)AND IBC SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE AA fl 5 SUBMITTED PER THE REQUIREMENTS OF THE PREVIOUSLY MENTIONED "SHOP DRAWING SUBMITTAL PROCESS". DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS, PREVIOUSLY MENTIONED LOADS ON THIS SHEET,AND THE FOLLOWING: ro " E TOP CHORD LIVE/SNOW LOAD: 25 PSF n O o TOP CHORD DEAD LOAD: 10 PSF \ / TOP CHORD DRAG LOAD: SEE PLAN \ r/ TOP CHORD NET WIND UPLIFT: 7 PSF (NET) ♦� BOTTOM CHORD DEAD LOAD: 5 PSF BOTTOM CHORD LIVE LOAD: PER LIVE LOAD TABLE,THIS SHEET LIVE LOAD DEFLECTION: L/360 • TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE FOLLOWING a N PLANS DETAILS AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS,TRUSSES SHALL BE BRACED IN n ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES,SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES o - • TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A rz REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOAD THAT EXCEED THE DESIGN LOAD FOR THE TRUSS, SHALL ter _a a NOT BE PERMITTED WITHOUT THE VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADING. Lj > o W z z MANUFACTURED WOOD BEAMS o o G S • MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY WEYERHAEUSER OR P W z 0 APPROVED EQUAL. STORAGE, ERECTION,AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS z a - z SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. DESIGN MATERIAL PROPERTIES SHALL BE AS z v, vl ± FOLLOWS: o . MEMBER E (PSI) Fb(PSII Fc(PSI) Fv(PSI) o D LVL(3 i'+WIDE) 1.9 E6 2600 750 285 PSL(PARALLAM) 2.0 E6 2900 650 290 o dj LSL (13/4"TIMBERSTRAND) 1.5 E6 2250 750 400 v IL o z 1- In BEARING WALL STUD SCHEDULE 5i o cc WALL TYPE LOCATION PLATE SIZE STUD SIZE AND SPACING \ �/ EXTERIOR TYPICAL, U.N.O. PER PLAN 2x6 2x6's @ 16"O.C. Ito moil-$ ` / ' CRAWL SPACE TYPICAL 2x4 (e) 2x4's @ 16"O.C. '`!" 0��IN�$46 's® INTERIOR TYPICAL, U.N.O.PER PLAN 2x4 2x4's @ 16"O.C. Cy se DRAWINGTmTE6 alr BEARING WALL NOTES: 85274 a. SEE SHEARWALL SCHEDULE FOR WALL SHEATHING, BLOCKING,AND PLATE NAILING _. • b. SEE SAWN LUMBER STRUCTURAL NOTES ON THIS SHEET FOR SPECIES AND GRADE OF WALL PLATES AND STUDS • 1 4 C. SECURE SILL PLATES TO CONCRETE WITH ANCHOR BOLTS AS PREVIOUSLY DESCRIBED ON THIS SHEET. REFER TO SHEARWALL SCHEDULE FOR ENGINEER: OWCHECKED BV. DWI INFORMATION JOB NO, 2664 DRAWN BY: BWM d. EXTERIOR WALLS AT VAULTED AREAS SHALL BE BALLOON-FRAMED •31,P , DATE 07-28-2020 e. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS OF SAME SIZE AS STUDS ABOVE. WHERE HEIGHT OF STUD EXCEEDS 4 FEET, CONTACT ®a�e �-- SHEET NumB6R ENGINEER FOR PROPER STUD SIZE AND SPACING. PROVIDE SHEATHING, NAILING, AND MUDSILL ANCHORAGE AS SPECIFIED FOR WALL ABOVE. SOOD07 28-2020 f. INTERIOR NON-BEARING WALLS MAY BE CONSTRUCTED OF 2x4's @ 24"O.C. EXPIRES:6/30/202 , o Q N ® SPECIAL NOTE: z ALL WATERPROOFING,DAMP PROOFING, AND WEATHERPROOFING SHALL BE THE -. O`,.S • -- - - - - - RESPONSIBILITY OF THE CONTRACTOR. in U o >v o ME — , - - ^ __ —� �OPP. -- — — — I —_ LEGEND 'fn. p (N)TURNED DOWN �! FOOTING(MONO-POUR) DS-CSXX DRAG STRUT STRAP TABLE PER DETAIL 2/S1.2 ccc�� r CT) S� (N)4"SLAB ON GRADE (N)12"0 x MIN.18"-DEEP ' CONCRETE FOOTING I (N)4X4 POST ABOVE /.l I ---- 2 2 � � � 52.2 52.2 S v ,z � ofl � o � \♦ fi J. FRONT PORCH FOUNDATION PLAN r� 50.i) 1/41'= 11-011 N N r- m = 0 0 s n Q -7.-- (N)BEAM AT 1 - 1 L L ••s- (N)BEAM AT O I REMOVED WALL,B.O. REMOVED WALL,B.O. _ ! I w Z BEAM AT 9'-0"A.F.F. BEAM AT 9'-0"A.F.F. (N)4X4 POST O Z H 0 ; ,- ABOVE HEADER ni Z FIRST LEVEL �.' FIRST LEVEL Z H TS @EN F---- -� ...-._ .._... . .-.._.G -.--. J..-. .-..._ ----- N (N)(2)2x4 _ _ / co (N)SIMPSON H2.5A SECOND LEVEL SECOND LEVEL - - TO FASTEN HDR-4 Z FLOOR CANTILEVER �� DS-CS20 I FLOOR CANTILEVER �?w HCR-4) TOHDR-3 O OS-CS20 f r ti ,Pe Lii ABOVE . Et /7.:1 ' - x cm'c Et ?� '7 I (N)SIMPSON H2.5A v = / v= Z F VI (N)4X4 POST FROM P / HDR-2 \ , (N)WALL AT TO FASTEN HDR-4 �, J O HEADER BELOW TO FIRST LEVEL TO HDR-3 _ V HIP/RIDGE 4x6(HDR-2) INTERSECTION 'r---- / (N)4X4 w/SIMPSON �so PROpA, ♦} (N)4X4 POST (N)4X4 w/SIMPSON BC4 POST CAP B_ L E- `� BC4 POST CAP % "�� 1 (N)4X4 POST N SIMPSON A34 TO �9G9r�E�k ®® /� \ <6RUCTURAL FASCIA ( ) ® -10 DRAWING TITLE (NJ 2x6 RAFTERS @ FASTEN EACH RAFTER (N)SIMPSON U TO STRUCTURAL FASCIA HUC46 HANGER &V �74, 16"0.C.,TYP. r r FOUNDATION i2 1 FRONT PORCH ROOF FRAMING PLAN / 3 FRONT PORCH CEILING FRAMING PLAN t PLAN 0. 11 1/4 1 11 1 0 50. • 1/4 1 O II 1 ENGINEER: OMB CHECKED BY. DMH I i - A � 7 / 108 N0. 2664 OMWN BY: BWM 3A 1 DATE: 02-28-2020 \ 11_ 1 11 \. �\ p SHEET NUMBER CHA 4 07-28-2020 S 0. 1 EXPIRES: 6/30/2021 J 1 4...I' co SPECIAL NOTE: �. N ALL WATERPROOFING,DAMP PROOFING, AND WEATHERPROOFING SHALL BE THE FIN LY; l--- V RESPONSIBILITY OF THE CONTRACTOR. 3 z 1 F 0 N U O v> > 4, (E)STAIRDOWN 0 TO GRADE LEVEL N # '`' Ai (N) ABOVE 4x4 POST FROM ilk y Q (E)CONC.ISOLATED FOOTING F `' .� FTG-1 IE)6x6 POST C FTG-1 i r'—- ——'1 (E)6x6P05T Ir----� — ,i)fl r > ' -I r� r rig n n r—' n (N)4x4 POST FROM ON N I r — Ta ■�_. ABOVE Z -- Z I _ — _ FIELD VERIFY MIN.FOOTING 512E 'r—___ I (E)6x12 BEAM(HDR-6) IS 18"x 18"x 8"-DEEP. CONSULT =—__�I ( \� �J I E.O.R.IF MIN.CONDITIONS NOT T \ / — — — _^ ` (E)6x6 POST MET(TYP.OF 2) / \\ =s=� / 1 -` " (E)P.T.2x10 DECK ' I — RIM JOISTS - - I I (E)RETAINING I r—— , 1 I --- - - — I y WALL I�==—s�I �"' -- -- { ( (E)P.T.2x10 LEDGER BD. WALL CONING (N)4X4 POST N 15"0 CONCRETE FOOTING TO T. E P.7.2X10 DECK f I I ry FOOTING JOISTS @ 16 O•C �` (E)SECOND LEVEL cc EXTEND DOWN TO TOP OF(E) ! 15"0 x MIN.18"-DEEP I - CANTILEVERED WALLS 0 - RETAINING WALL FOOTING ( ,,.., CONCRETE FOOTING _ _ _ A ABOVE 0 :.:. . �� u u u ® In (N)4X4 POST .. -- -- -- _ I z r O ra. • — — — — — - — - --- 2x12 FLOOR ` 00 0 'n u (E) 16"O.C. = W z t (E)CONCRETE - (E)FOUNDATION 12 JOISTS @ I (E)FIRST LEVEL ? z SLAB ON GRADE STEM WALL WALLS BELOW z '- ?' z (SPLIT-LEVEL) z 'r' (E)CONT.FOOTING 1 0 0 00 Q z 0 u I- I- E z I- In i2 REAR DECK FOUNDATION PLAN 2 REAR DECK FRAMING PLAN S0. 1/4"= 1'-0" SO.2 1/4"= 1'-0" ��>.O PROpS� �� ems,' 01,GoNE,� % I 4-h.),DRAWING TITLE ��' 85274 7 FRAMING PLAN i '�" ENGINEER DM DI AN CHECKED BY: DH ' r JOB NO, 2664 DRAWN BY: BWM • I 31 A, DATE 07-28-2020 w R SHEET NUMBER 07-28-2020 1 9RIES:6/30/2021 (N)4x4 POST w/ (ISIMPSON BC4 ® Q POST CAP LSPECIAL NOTE: 4...I ALL WATERPROOFING,DAMP PROOFING, N 0 dalli AND WEATHERPROOFING SHALL BE THE _ RESPONSIBILITY OF THE CONTRACTOR. �' 7 r N._ z 1 (N)4x4 POST w/ _ @,w = - _ — @iW_ FcLt SIMPSON BC4 POST CAP r v\ si= c - IU jli gegt =1 - O -_ -o - 4 0— _� - a I v U a PROVIDE 2x SOLID BLKG. * st QD BTWN.RAFTERS IF RIDGE O N O 8d NAILS @ SHTG.TO E O Ste? 2'v `N VALLEY PLATE @ 6"O.C. LANDS BETWEEN 5. .. / i% NO _ i 2x4 KICKERS @ 24"o.c.,TYP. �i "�i 4 J 1 S1.2 �� I S1,2 MIN.(2)16d FACE NAILS ��, ---"jaja i fl I PER KICKER z Z (2)2x4 :; C (2)2x4 (2)16d T.N.@BASE r,�% �� .. ` _� .:, %i. n TO RAFTER % .y �� i� �`�►ill. .. -:-...i------ - ,` \� J I 1 1*4( / (---. 1-1;\ i OVERF MIN t . I I 09-1w- / / � j (3)16d @ (E)SECOND LEVEL I '�-", J` / IEACHCANTILEVERED WALLS 2x OVER-FRAMED `\ / .�j LOCATION N2/SO 3 RAFTERS @ 16"O.C.PER ' j �� WHERE PLATE co FRAMING PLAN I� VALLEY cc 2x CONT.RIDGE BOARD T CROSSES O { RAFTERS (2)16d @ RAFTER TO VALLEY PLATE ;I �� t. t a 2x12 VALLEY w O I I ( I I/' PLATE(TYP.) g F NOTE: 2x4 VALLEY PLATES-ALIGN @ FRONT 0 r VALLEY FILL FRAMING SPANS OF OF RAFTER&@ HEEL OF RAFTER OR LI- ci= w j 8'-0"OR LESS DO NOT REQUIRE SINGLE 2x10 VALLEY PLATE-ALIGN @ O z I- O -�` --` - '" THIS SPECIAL TYPE OF FRAMING FRONT OF RAFTER 0ii 0 Z D - w • Zi C5 - CDa � Z ( 2 TYPICAL DETAIL AT OVER—FRAMING o Q to PRE-MAN 24"ROOF \5�.3co 3 TRUSSES @ ( \ 3/4"= 1'-0" I I I I I J O IL I- o z F- N I I I A ! I U -, ; I iI II DRAWING TITLE 85 2Z FRAMING 1 i r I I ; I I- I ' PLAN - - - - - - - I I I / - ---- --- - -. ._ i _.- I _ -.I I i '� �� ® � I ', �� - ENGINEER: DMH CHECKED BY: DMH — ! JOB NO. 2664 DRAWN BY: BWM - —-- -- - — - .31, ® DATE: 2B-2020 DECK ROOF FRAMING PLAN ®9*1eik� SHEET NUMBER \ .0. 1/4"- 1' 0" O EXPIRES:6/300/2021 \ 4 J ,.., O o ii Q , .—it N(... ,--,-„\\ ,,,,, 3 oszi, � I— � ulV � > SPECIAL NOTE: 7:'w fl T8 ALL WATERPROOFING,DAMP PROOFING, _fl1 2 < g Q AND WEATHERPROOFING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. >U1 w : O j ( / Q n _ .) fl . -=14i/ 162 5 I I N N EL 1 N 0 U __-.. .-_ _._.-___"__.___ --. ______.�_..�� _- _-_ cl 0 0 cc Li to cc y Q laj U Q M w H- O IA w (7 aD 1 LL - w- aUa w — — — iz 0 ZFm- O i rN 2 o w Z �z z Z C) Z X Q C) I- f — -- — — — — — Lo .-I- W 1- Q Z Z Nvl i OO < coo a LJ 2 v0 W 1 — — — , 51.1 (TYP.) J o — — — \ i z P o w m ¢ O \ __ fie® PROp$: i _ i off'` ��GBNEE$7 `o,,, (E)ROOF RAFTER FRAMING C9 DRAWING TITLE pA /� / @ 16..O.C.TO REMAIN �,Y FRAMING PLAN ENGINEER: DMH CHECKED BY: OMH 2554 '� DATE B:O OT-26--2020 DRAWN BY BWM CD GARAGE ROOF EXTENSION FRAMING PLAN :: 31,1//�II_ 1I_O" ��_ A6Mi�e SHEET NUMBER LF 6� 07-28-2020@ S 0.4 • DPI,-(ES:6/3O/2021 OVERFRAMING PER PLAN ROOF SHEATHING PER PLAN SIMPSON H2.5A CLIP,TYPICAL ROOFING PER DESIGN PLANS RAFTER PER PLAN 4x4 RIDGE 441 J CI �� se SUPPORT POST RN s �6� Q' CS - to,441111%, 3i 6 � H ,sue SIMPSON BC4 • �::,. LY i i U IU 0 1- 5:, 11 6.2 (N)HEADER AT \ \ � (N)1'�"PLYWOOD/OSB F- O +:� SHEATHING FASTENED w/8d N CEILING LEVEL \ '\ NAILS @ 6"O.C.AT PANEL > 0 .. EDGES AND@12"O.C. IN t 6 THE FIELD v v� 11 - RAFTER RIDGE SUPPORT � - �S1.y 3/411= 1' 0" T /i PANEL EDGE NAILING N 4/ fl @J (E)ROOF SHEATHING z 11.s Z (N)4x4 POST SIMPSON A34 ' SIMPSON LTP4 @ 2'-0"O.C. CO (E)MANUFACTURED TRUSS AT WALL SHEATHING JCT. 0 SIMPSON LTP4 (N)6x10 BLOCKING \ (E)2x4 STUD WALL (E)2x10 DECK JOISTS I I/ }' t'I �- SHEAR TRANSFER DETAIL a i N S 1 3/411= 1'-0" cc 0 - ._. 0.cc(E}6x12 BEAM (2)lOd NAILS @ 4"O.C. 0 (E)ROOF SHEATHING ~ (E)6x6 POST PER PLAN i w 00 Z O 2 (N) POST TO (E) DECK CONNECTION (N)SHEATHINGTOMATCH(E) 2` s� z sZ SHEATHING;FASTEN WITH 8d p - l7 1.1 3/411= 1'-0" NAILS AT 6"O.C.AT EDGES L . >� Fa- G Z AND AT 12"O.C.IN THE FIELD �� : ¢ N (2)2X4 �� (E)FLOOR SIMPSON A34 — SHEATHING PER PLAN ' Z 2x FASCIA " i1 O w F (E)2x10 DECK JOISTS r I- p (E)MANUFACTURED z F- In 7 (N)RAFTER TAIL FASTENED d m R I TO(E)ROOF TRUSS;LENGTH p TRUSSES TO REMAIN 0 D !!121� 'L'PER DESIGN PLANS V / j L—I, (E)WALL SHEATHING PER PLAN fp-N- otGINE,� 0�' - ,\ SSPA DRAWING TITLE (E)SECOND LEVEL I (E)EXTERIOR WALL TO REMAIN V, 8527a r FRAMING FLOOR JOISTS (N)4x4 POST DETAILS (E)EXTERNAL WALL ,,`�_'- ;I L:% �(S ' ENGINEER: DMH CHECKED BY: DMH ` . J ` JOB No. 2664 DRAWN BY: BWM 5 RAFTER TAIL CONNECTION 39, ` ® Dare m-2e-2oto 3 (N) POST CONNECTION „_ �ti®� SHEET NUMBER S 1.1 3/4 1 0 ,CHO" S1.1 3/4"= 1'-0" 07-28-2020 S 1 B 1 PRIES:6/30/2021 y RIDGE PER PLAN s 4; Qi � v_ Q ° t (4)10d NAILS (4)10d NAILS z 2x6 COLLAR TIES O �n 2 \ 6 U O , 2x6 RAFTERS ' fl O iC x >ifit 7t O g Q rn z v z SIMPSON H1 CLIP,TYPICAL SIMPSON H1 CLIP,TYPICAL �I fl 1 RAFTER AND CEILING JOISTS J BEAM PER PLAN S 1.2 3/4"= 1'-0" BEAM PER PLAN // \\ /� ♦1 DRAG STRUT STRAP SCHEDULE a N SIMPSON STRAP END LENGTH SIZE AND NO. OF NAILS (a) Ns LABEL (b,c) REQUIRED IN EACH END LENGTH (E) TRUSS DS CS20 CS20 0'-9" (7)8d OR (6) lOd 411111111 5IMIIIIIIIIIIIIIIIL a DS-CS16 CS16 1'-1" (11)8d OR (10) 10d t _1 > • F- (N)SIMPSON DTT1Z FASTENED I w Z a. NAILS: 16d=0.162"x3%"; 16d SINKER=0.148"x3Y/4"; 10d=0.148"x3"; TO 4x10 BEAM AND TO TOP o o 8d=0.131"x21/2" PLATE WITH g"0 LAG BOLT p p U b. EQUIVALENT STRAP BY ANOTHER MANUFACTURER MAY BE USED 111111%111Z ~ w O c. CS STRAPS(I.E. CS22 THROUGH CS14) MAY BE SUBSTITUTED WITH SIMPSON (E)2x6 WALL STUD I (N)4x10 BEAM C o z DSC2R/L-SDS3 WHEN APPLICABLE. CMST/C STRAPS(I.E. CMSTC16,CMST14,AND I z w L CMST12 MAY BE SUBSTITUTED WITH SIMPSON DSC5R/L-SDS3 WHEN (N)(2)2x6 POSTS o ¢ m APPLICABLE. 2 o w 121 DRAG STRUT STRAPPING SCHEDULE 4\ BEAM CONNECTION DETAIL 0 ,.1.� 1/4 = 11-0" 0 STRAP END LENGTH STRAP END LENGTH S1.� 3/4"= 1'-0" IL 1- o PER PLAN PER PLAN — w CO 2 f 7- u o BEAM, PER PLAN �� PR®p� \� „ .61 I. } f ��it. pl.: GIPS �0 DRAWING TITLE ��' �27 r FRAMING O✓ DETAILS \- ENGINEER' DMA CHECKED BY DMA SHEAR WALL,PER PLAN � yi, ENGINEOB NO 2DM CHECKED NDB BUY IN 'v '' 31 ®� DATE 22-2020 • �3� DRAG STRUT CONNECTION ,�0 SHEET 5._12) 1/4"= 1'-0" 07-28-2020 S 1. 2 (SIRES:6/30/2021 I � r 2X6 @ 16"O.C.STUD WALL BEYOND * S J (E)LANDING I=e O - z I (N)4"SLAB ON GRADE w/#4 BARS @ 24"O.C.EACH WAY, ' n ili J _ SLOPE MIN.i"PER 1'-0"AWAY > ' 3 fl O me c -* > f _ * P - .7 .. • " COMPACTED FILL Q / (E)FOUNDATION TO It 'i C . - REMAIN z -- z 77 I , TURNED DOWN FOOTING(MONO-POUR),18" n I BELOW GRADE,12"WIDTH,(3)CONT.#4 BARS. L PROVIDE 3"CLEARANCE ON ALL SIDES,TYP. FOOTING SHALL BEAR ON UNDISTURBED SOIL // �� 4x4 POST W/SIMPSON WITH MIN.ALLOWABLE BEARING PRESSURE OF ABU44 POST BASE 1500 PSF d \\ \ \\/\\j\/,\\ \\\/\ n I MIMI GRADE a o r ,///,4 /\ \\/ /� N ci -1 (N) FOUNDATION AND SLAB w 2.-1_1 3/4"= 1'-0" oz w z ec 0 z F-- z - > - w U z � z a � o - tD i_ a3 z z v, v) _ CONCRETE PIER,PER PLAN, o a a WI(4)#4 VERTICALS Ou , 4' .- z _.— — \ Lii U 1 Li I ��® PROp �� FOOTING SHALL BEAR ON PEP P A.fd ORIGINAL UNDISTURBED �INIB �B . -- SOIL WITH MIN.BEARING ®� �� ®� CAPACITY OF 1500 PSF DRAWING TITLE r FDN DETAILS 2 POST AND FOOTING SECTION • . ; ENGINEER: DMH CHECKED BY DMH 2.1 3/4"= 1'-0" JOB NO. 2664 DRAWN BY BWM / ' ' 31, pie(-® DATE 07-28-2020 �/®�� m SHEET NUMBER 07-28-2020 S2 . 1 (EXPIRES:6J30/2021 J * o Q No (N)DOUBLE STUD y E', (N)WALL SHEATHING PER PLAN O = 16d @ 6"o.c.TWO �� 6x6 POST WI SIMPSON 0 ROWS STAGGERED (N)FRAMING ABU66 POST BASE n� D t ; ,VI® FLOOR SHEATHING II U v !' 4, PER PLAN SLOPE AWAY FROM BUILDING PER ARCH.DRAWINGS 3 fl O SLY O #4 L-BAR @ 32"O.C. D • SLAB PER ARCH.DRAWINGS 41111 o '^ t G g DRILL W/5/8"DIA.BIT CLEAN W/ 1� z ! FINISH GRADE- �• YI OBRUSH&VACUUM.FILL HOLE 2/3 Lil ALIGN TOP OF(N)FOOTING SLOPE AWAY 5% FULL W/SET-XP EPDXY.FOLLOW 1a w/TOP Of(E)STEMWALL • • • ALL MANUF. RECOMMENDATIONS ( — - '/ vII , <'\< /j`�i\\/ \/�// o Q - 4" 15" \ 153(1.) ES---)#4DOWELS _ ° I (1)#4CONTIN000ST&BHORIZONTAL. PROVIDE ,_ tri Q o $ F 3"CLEARANCE ON ALL SIDES,TYP. (E)STEMWALL (N)CONT.TURNED z DOWN FOOTING (N)4"SLAB ON GRADE w/#4 /� �� BARS @ 24"O.C.EACH WAY, CONCRETE PIER,PER PLAN, (MONO-POUR),SEE W/(4)#4 VERTICALS SHEET S2.1 SLOPE MIN. "PER 1'-0' AWAY 01 #4 HORIZ.(1) (E)CONT.FOOTING " TOP&(1)BOT ry r al O PER PLAN 0 • I -- -- 0 (E)FOOTING ( (N)FOOTING Q Lu l9 (N) FOUNDATION TO (E) FOUNDATION 2 EXTERIOR SLAB EDGE AT DETAIL o W 00 z N u Ci.2.� 3/4"= 1' 0" 2.2 3/4"= 1'-0" o o Li zoz r o - (5 1- a3 z z In v) = o .8 ° < CO 3 z 0 u t 6 z F- In E.0 co Et- V 0 sA_ DRAwING TITLE �27 FDN ' DETAILS j 1` ,if ENGINEER DMH CHECKED BY: DMH • 10B N0. 2660 DRAWN BY: BWM \F / •31 I DATE: 07-18-2020 � SHEET NUMBER 07-28-2020 EXPIRES:6/30/2021 J