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HomeMy WebLinkAboutPermit File BLD-2021-0095 4401 Oakes Avenue PF� SQUARE FOOTAGE INDEX DRAWING SHEET INDEX PROJECT INFORMATION Revisions/Date 20 S v' � v l , AREA DESCRIPTION AREA SHEET # DRAWING DESCRIPTION eckPROJECT INFO : This project consists of a new wood-frame, S- P-c O \�P LIVING AREA 1ST FLR) 1941 SF P� � I �� ( 1 SITE PLAN two-story, split-foyer, single-family residence LIVING AREA (BASEMENT) 889 SF with attached private garage, porches, and deck. l O 90� ss / � LANDSCAPING PLAN \ SITE SECTION /" � TOTAL FINISHED LIVING AREA 2830 SF ss , �O� II PROJECT INFORMATION OWNER : Chris Felt ‘ oloto ''\\-\ 1 S� i/ 16839 Kamb Road o �j2 EXTERIOR ELEVATIONS Mount Vernon, WA 98273 �� 2 UNFINISHED "FUTURE" LIVING (BASEMENT) 262 SF o 3 EXTERIOR ELEVATIONS CONTRACTOR : Cascade Building Designs cu GARAGE & MECHANICAL 840 SF 4 FOUNDATION PLAN 16839 Kamb Road 55 Mount Vernon, WA 98273 a) FOUNDATION DETAILS N , \ 2°57'OO" E PORCH (AT SPLIT FOYER) 47 SF ��� �/ PROJECT ADDRESS : 4401 Oakes Avenue = o0 0\\ 91 1 • a - D / , PORCH (1ST FLR, NORTH) 198 SF 5 WALL FRAMING PLAN ( BASEMENT ) Anacortes, WA 98221 > S 2�, \ 18.29 N OPEN DECK (1ST FLR, NORTH) 144 SF P� 6 FLOOR FRAMING PLAN ( 1ST FLR) P \75,' \� — LEGAL DESCRIPTION : Lot 2 of Felt 2-Lot Short Plat (4401/4319 Oakes Ave.) E cA CN FLOOR FRAMING PLAN ( PORCH AT SPLIT FOYER ) Short Plat re ared Dale Herri stad ct c' l� � � (Seeplansprepared by Herrigstad, �' � � CD C \0 ( 7 WALL FRAMING PLAN ( 1ST FLR ) dated August 2020 and November 20, 2020) Q., \-\ PlanningCategory Approval -�\5� 5C \ g Y pp SCHEDULES ( DOORS AND WINDOWS ) P d �55 PARCEL # : P a p ctcS �� o Intensity Chart: AMC 19.42.020 x . � OFZ�� I O �� 8 ROOF PLAN v� P�� S� — \ \ '� Lot coverage: AMC 19.42.220 X TYPICAL WALL SECTION ASSESSOR'S # : ???? - ??? - ??? - ???? SN c \ \ \ 0 �� Landscaping: AMC 19.65 x CODES : 2015 International Residential Code (IRC) a� ���5 S\• � -S cA N 7� Tree code: AMC 16.50 x 9 BUILDING CROSS - SECTION(s) 2015 Uniform Plumbing Code (UPC) Z '' SS �� 2015 Washington State Energy Code (WSEC) 4 6 Setbacks: AMC 19.42.130 x O Hight limits: AMC 19.42.120 X S 1 - S2 STRUCTURAL ENGINEERING BUILDING HEIGHT : Two-Story ( ± 26'-3" ) a LATERAL PLANS, DETAILS, O \ 7� Critical Areas: AMC 17.70 See front elevation on sheet# 2. \ \ Fn X SHEARWALL CALLOUTS, SPECS, etc. 1� Old Town: AMC 19.42.160 NA ADDED BY - LOT SIZE / COVERAGE : ± 10,910 sf Lot a��s Land Use/Plat Conditions X Tim K. Garrison, P.E. ± 2,379 sf Building Footprint = 21.8 % of Lot 0 '' 2316 Antone Way �0 d \6� �� (� �i Easements X Anacortes, WA 98221 IMPERVIOUS AREA : Roof Outline (plan view ) 2,649 sf \ Gj Remaining North Deck 109 sf \ �� �G� ,, N 360-708-1865 Phone Remaining New Driveway, Walk, Steps + 1,169 sf 3' IVATE ACCESS A\ 3 SEE \ S , \� T I L T TY EASE V E\T L I\EN' (6. Total Impervious = 3,927 sf oTA3LE , / VERIFY FE\CE 9� � � •��, 6� oR,,Nc / E\COACHVE\T /' E D4R/ GREEN Approved residential sprinkler system fs T� VF I d . EME��OMPP` WNER S W w p p p Y DE S U �VEY -� 2 ©.I o , er NFPA 13D re uired rior to Not to be planted asp q p, sa hedge. ��cP�\0N � wL,LOT 1 ; - , 00, - w - i - - - - I / ,e2� O" 2139 ' 3 SF� iSEE �; %o W s 10,910 SF LOT AREA. CP - '- ,j o--GK"` • . �,,=' ° �s� � 20% OF LOT, IS THE MINUMUM AREA TO BE LANDSCAPED FOR R2 ZONE • �� LI \ E lip\ Crc'.' \ cHl e ` - R Poi` WOW W a•a (per AMC Tables 19.42.020.030). 4319 OAKS AVENUE N \ ��� '♦� 0; • . 20% OF LOT = 2,182 SF MINIMUM AREA REQUIRED TO BE LANDSCAPED. \ \\ \ \ A ".) \ ati., % \ \ Ailf ,- Kse- - ��� 111 \ ��' � f6067 SF PROPOSED. O r 3 PER OWNER;\ \63 �` CjAPPROXIMATELY 250' (VERIFY) TO NEAREST EXISTING FIRE HYDRANT. \VV,�.�. � THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR HOUSE FOOTPRINT 2379 SF ID I� I RESIDENTIAL FIRE SPRINKLER SYSTEM. DRIVEWAY, WALK, EXTERIOR STAIR f1234 SF PROPOSED NEW LANDSCAPED AREA ±1234 SF Wi' uj \ PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. \` \\ \ L�) PROVIDE OWNER WITH AN ESTIMATE BY: itç$ OTHER t1230 SF • , COMMERCIAL FIRE PROTECTION, INC. -- �� A 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 ' \ �� � �, ;_,P 360 848 9093 F 360 848 1072 V � r TOTAL LOT = 10,910 SF 16A GE„ ji ---f i , '4 �-- tip. CONTRACTOR'S LICENSE COMMEFP132MM W RPM # \14:1\ , \ it G PO �, \ i -----_ 1 1 vi `� �?J i 9404.44 Vi+�'i VOW \N ass'\ N ' O WATER METERS: * $ ' TREES: PER SURVEY: t___ ,4S+4♦++0 � � _. � -- � FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; ,♦� ,/ %♦444.44 W '' " REQUIRED MINIMUM 1) NEW TREE PER 1,000 SF OF LOT AREA. EXISTING CONTOURS, ,401 OA ES "VENUE \ PROVIDE A MINIMUM 3 4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPIN ���♦♦�♦ O0 ' . �- / C� FROM THE WATER METER TO THE POINT WHERE THE SPRINKLER SYSTEM CONNECTS ' �4446$�� � REQUIRED MINIMUM (11)± NEW TREES, FOR THIS 10,910 SF LOT. PRIOR TO CONSTRUCTION vo L I T 2 v o IN THE GARAGE. ♦♦ \ Q \ (IN ADDITION TO THE TYPICAL WATER METER FOR THE HOUSE). y`�+ '' PROPOSED (11) NEW TREES PER LANDSCAPE PLAN. d / ttl PROPOSED LANDSCAPE o_\\ / �\ — '-. • . \ I �� ` ` \' W W VERIFY LOCATION OF EACH WITH OWNERS. BLOCK RETAINING WALL 0 9110 1 cn .\ \ \ �',',�� „ , lie?! MAXIMUM 4' HIGH, AT +1' 4 , _ 18 1 i �� ':'♦ '� INSIDE OF NORTH AND o\ \ d P1336 / 6 \ / �';F` ' W W WEST PROPERTY LINES. Fv , ' _ �' ♦•e,♦♦•,,♦♦•,°� co h e, ♦♦ ♦ , ,-� �`� 4.44� '0'`'` LANDSCAPE PLAN (VERIFY LOCATIONS). \f G ♦ ♦ ♦♦ �♦ ♦♦ \ \\ \ , 6v ♦ei ♦4 �♦•� .•�. w Nve4ve+,,,..yv+,..4.,44.,44.,4,....;,„_,_, \ \ 4 20 0 10 20 \ VA, 010$1 : 1:4,-,,-.,;.:.•:_-_,- - cfitt,',:--",, , , 0 -c0 4 ' + \ MMMMM I\C) .0 S ` C CITYO F ANA C ORT ES „ � 4 w \- W Scale: 1"=20'-0"Drain required at ° � � LITIES THROUGH THIS EASEMENT, TO 1600 LATITUDE CIRCLE /i ' wall. Daylight to /s�. \ ` � \� � APPROXIMATE EXISTING DRIVEWAY ID \ \ ( W w W 0- 4 w * * W PLANNING AND BUILDING D E PT:W0- W WWapproved location or APe .\- �PS RRN°. I W W W los. W W W WW W O 0tie to storm drain. / 0R �� SoGF � 0,-. .-, \Nw6 N w w . � w w w . . w w . \ APPROVED PLANS° \ W W WW WW\ N REVIEWED FOR CODE COMPLIANCEW W W W �Q � vv°RGjRWPS PS -� S 6 59 W \ 1 ��' ' 1` 1 °2� ' � 0 wI12PN I° 1 PIVATE 20' SHAED ACCESS cSC . T TY ESfVT AF 201702240096 /N//jN WW W WW WW „ . . . W W W . W . * WW ,W W * W W , . W W , WW , , W W PERMIT#: ADDRESS: BLD-2021-0095 4401 Oakes Ave APPROVED BY: 1 .,f-4y _ r .........../ SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT 17 7 4 /:GJj � \ BE ALTERED WITHOUT AUTHORIZA ON. Q Q OZV\ 3 �� 1 / N S ^�Q "TOP OF CONCRETE" (NOT SILL PLATE) PROPOSED FOUNDATION c 'CZ \v �G� � F , \ 1336 / b i WALL HEIGHTS (SEE SHEET 4) AND BASEMENT SLAB ELEVATIONS, z O 4� \ ARE SET FOR LOWER GARAGE SLAB AT ELEVATION = 164'± CD Cy-, ,C �� �" (APPROX. +1.5 FEET ABOVE THE +162.5' AVERAGE EXISTING Z ��k%Q� r GRADE AT THE END OF EXISTING DRIVE ON LOT 1). SV� �� VERIFY ALL WITH SURVEYOR. < < CD 1- 0LiJ F�0 \S 9 160 CcUcf) w C\? \ \ w w L�J n pi —) z1 z J SITE PLAN 1 1 v� c� 0_ '; a_ 4 20 0 10 20 c, _ 0 rr � rr ci_ M61M6IM1 1(7) I I- Q w Drawn by: Scale: 1"=20'-0" w illJMC - - - 165 — - e Date: ATT E\T I O\ : 160 Rev 01/19/21 LI \ E TABL- 155 FELT 2— LOT SHOT PLAT (4401 /4319 OMES AVE\ E) ; B EA \G � STA\C EAPPROXIMATE EXISTING GRADE Scale SEE SHOT PLAT P LA\S (PEPAED 3Y DALE H E I G STA D, PROPOSED AT FOUNDATION. 1"=20'-0" u.n.o. , 1 S 19°33 00 E 10.06' DAT=D AGUST 2020 A\ D \OVEv 3E 20, 2020) FO � A SITE SECTION Sheet#: „ 2 \ 10° 15'54" E 40.23' I A»ITIO\AL COVERAGE CALC �, LATIO\S, AS WELL AS FO� i Scale: 1" =20'-0° 3 \ 19°32'59 " W 1C3.C4' EOSIO\ CO\TOL PLA\ A\ D 3v P, etc. of Sheets CEMENT FIBER BOARD SIDING. Revisions/Date "HARDI"or EQUIVALENT TYPICAL. SHAKE SIDING ACCENTS WHERE SHOWN. VERIFY WITH OWNER. ROOFING TYPICAL, U.N.O.; ARCHITECTURAL COMPOSITION SHINGLE ROOFING, 6" BELLY BANDS AND APPROVED OVER APPROVED UNDERLAYMENT. FLASHING WHERE SHOWN, 30 YEAR MINIMUM. CENTERED ON ADJACENT WINDOWS. 5/4x4 MINIMUM TRIM BOARDS PROVIDE ATTIC VENTING TO MEET OR AROUND ALL WALL OPENINGS TYPICAL CEMENT FIBER BOARD SIDING. DECORATIVE GABLE BRACKETS EXCEED MINIMUM CODE REQUIREMENTS. (ALSO SEE TYPICAL WALL SECTIONS) "HARDI"or EQUIVALENT TYPICAL. AT THE EAST ELEVATION ONLY. CONTINUOUS RIDGE VENTS AND/OR BOARD-N-BATTEN SIDING WHERE SHOWN, SEE DETAIL. INDIVIDUAL ROOF JACKS TYPICAL. PLANT SHELF INSIDE AT SPLIT FOYER, WITH 1.5"(w) VERTICAL BATTENS © 12" O.C. PROVIDE ROOF SHINGLE COVER AS NEEDED. ABOVE RECESSED ENTRY DOOR/WALL AT PORCH VERIFY WITH OWNER. \ O TYPICAL TYPICAL I f 18" ROOF c1--1 OVERHANGS 12"1 12 12 112 TYPICAL V -....•4 -- 4 .� I r--1 N I j -•_ � h• • I 11� , I 5/4x8 FASCIA WITH 5" OGEE STYLE N ....gag r �•- !llgilli-�I 18" I CONTINUOUS ALUMINUM GUTTERS TYPICAL. ___ � _ __ TOP OF PLATE l►! I I I 1 I I I I 1 I I I 11 1 I I I I 1 I I I � �; I I 1 1 1 I I I i 1 1 I 1 1 I 1 I I I I 1 I I I I 1 I I I I I I I �� 1 \ 18" )8j'1_---_- / 18» \ \ , 1g�- i \ 18" - \ - 1g" ,� �.L j / L j/ ////ZA r. _ / // / J - _ NORTH PORCH (1ST FLR): �: J // / _ / / - - 6x6 PT SUPPORT POSTS, BOXED TO 8"x8". cd �, y / / / _ / - SIMPSON POST ANCHORS. cd o / o� RON� P� �`` / /, / /�o / — / / - ' 0 ' \ �_ / ECREss -/�� VP �P\C -- / / — = 36"(h) GUARDRAILS AND HANDRAILS TYPICAL. >� / t16.5sf// . � CONSTRUCT ALL RAILS SO THAT A SPHERE bA U \ EG EGRESS j /_I / � / // / f _ /-I _ » ~ t12.osf ti2.osf j �� / / //� M 4 W CAN NOT FIT THROUGH AT ANY LOCATION. •El 2 1 0 / , / / /// / / TEMPERED • GLASS PANEL INSERTS AT 1ST FLR. o / - . . \ V1 00 \ I \ 18 / / / 18 \ \ VERTICAL PICKETS AT SPLIT FOYER PORCH. 0 0 j% / "Co \ ,�, VERTICAL PICKETS AT EXTERIOR ENTRY STAIR. // J TOP OF SUBFLOOR (1ST FLR LIVING AREA) 4.N N o- W N N of \ it J / /' / a 0 LIVING AREA, CANTILEVERED 24" /W/ \ TEMPERED i 'act VERIFY PROPOSED CONCRETE \ \ / / \ / I t _ a FOUNDATION WALL HEIGHTS AND c„ GRADES TO WORK WITH SOUTH o - V - _o _ 0 5/4x4 TRIM BOARDS NORTH DECK SUPPORT (BASEMENT FLR): SIDE EGRESS WINDOWS, AND o z 18„ - AT CORNERS, TYPICAL 8x8 PT SUPPORT POSTS, BOXED TO 10"x10". ALSO TO SLOPE PROPOSED ~ CANTILEVER / \ SIMPSON POST ANCHORS. FINISH GRADE AWAY FROM oI z /44/ - - \ FOOTINGS AND/OR PIERS PER FOUNDATION FOUNDATION, FOR MINIMUM :771 / o \ PLAN AND STRUCTURAL ENGINEERING. f' 0 O'-6" DOWN AT 10'-0" AWAY N \ FOR SWALE AROUND SOUTH END. SLOPE GRADE m _ • AWAY TYPICAL / \ _ _ ;4, PROPOSED FINI SWALE VERIFY EXISTI G - SH GRADE 8 / N TOP OF CONCRETE SLAB (BASEMENT LIVING AREA) IN GRADE 1 TOP OF CONCRETE SLAB (BASEMENT GARAGE) \ / - - - --- -- A. _L _L J CONCRETE LANDING AND SEE SITE PLAN FOR CONCRETE DRIVEWAYS & WALKS \ CONCRETE FOUNDATION WALLS STEPPED DOWN TO FIT PROPOSED EAST PORCH (© SPLIT FOYER ENTRY): STEPS (3 RISERS) AT (SLOPE AWAY FROM GARAGE) \ i SLOPE GRADE 6x6 PT SUPPORT POSTS, BOXED TO 8"x8".- FINISH-GRADE. VERIFY STEP HEIGHTS AND LOCATIONS ON-SITE. BASE OF FRONT STAIR, I- -I / AWAY TYPICAL P.T. SILL PLATES MINIMUM 6" ABOVE FINISHED GRADE. SIMPSON POST ANCHORS. DOWN TO WALK/DRIVE. TOP OF GARAGE SLAB; \ _L _L J VERIFY LOCATION, AND STEP DOWN 6" FROM LIVING AREA, AND VERIFY EXCAVATION DEPTH SLOPE ALL AT MINIMUM SLOPE SLAB 2" TOWARD OVERHEAD ON-SITE DURING CONSTRUCTION Handrails per IRC - 1/8" PER FOOT TO GARAGE DOOR FOR DRAINAGE AWAY. PROPOSED LANDSCAPE 34" to 38" in height, "HARDI"or EQUIVALENT TYPICAL.DRAIN AWAY. CEMENT FIBER BOARD SIDING. BLOCK RETAINING WALL MAXIMUM 4' HIGH, AT ±1' continuous. HORIZONTAL LAP SIDING WHERE SHOWN. INSIDE OF NORTH AND (R311.7.7.3 grip size VERIFY WITH OWNER. WEST PROPERTY LINES. requirements). EAST EXTERIOR ELEVATION (VERIFY TLOCATIONS). 18" 3 1/2" TYPICAL 14 1/2" 3 1/2" DECORATIVE GABLE BRACKETS 4 2 1/2" 12 AT THE EAST ELEVATION ONLY. SEE DETAIL. M 11111111111111111111111 TOP OF PLATE4.)744 I J L [ J L U L L L 1„, .Ij jroa �i [ r 12 IL cn I - I 1 L o \ NI 0 \ J Li / Z N 41 I \ \ 1 �___ / / / / / _ I g RIGHT SIDE FRONT 1 \ - - o z w z 18" - - �0 0 c) J - - o I DECORATIVE (NON-STRUCTURAL) BRACKETS AT TOP OF SUBFLOOR (1ST FLR LIVING AREA) CC �' -- = FRONT ROOF OVERHANGS, PER ELEVATIONS. Q �, \ o --� \ \ PT WOOD TYPICAL. C3 An MO o rx _ IiI TOP OF PLATE . o -- _ _ ROOF BRACKET DETAIL w OO `` 0 24" I I - _i v_ rY I o CANTILEVER — -~ ct 0 1 2 0 o) o - o- i - ,N \ r-- - -� Scale: 1"=1'-0" F- IN ,N-I o In —rn o w L-IJI I z I CT) I rn _ -H 1 • • -' -H Drawn by: J PROPOSED LANDSCAPE JMC TOP OF CONCRETE SLAB (BASEMENT LIVING AREA) . _ • -- `1 . \a. ° - '° •: • : _ ° --- BLOCK RETAINING WALL-_� CID l' TOP OF CONCRETE SLAB (BASEMENT GARAGE) °~ , A ° -- ag •-- MAXIMUM 4' HIGH, AT ±1' SLOPE CONCRETE DRIVE AWAY �� �� I' ° I � FROM GARAGE AND FOUNDATION INSIDE OF NORTH AND Date WEST PROPERTY LINES. Rev 01/19/21 (SEE SITE PLAN). Scale: VERIFY INTERIOR STAIR FRAMING TO CODE. (VERIFY LOCATIONS). 1/4"=1' 0" u.n.o. - THESE DIMENSIONS (TOTAL PORCH RECESS HEIGHT, PORCH DECK, AND PORCH ROOF) Sheet#: ARE ALL DEPENDENT ON THE EXACT EXTERIOR ELEVATIONS AS-BUILT LOCATION OF THE SPLIT FOYER 2 - INTERIOR STAIR LANDING. (SEE SECTIONS) NORTH EXTERIOR ELEVATION 0 1 2 3 5 10 of Sheets Scale: 1/4"=1'-0" Revisions/Date -6" BELLY BANDS AND APPROVED FLASHING WHERE SHOWN, CENTERED ON ADJACENT WINDOWS. I 12"I TYPICAL 112" 12 I C.) 4I/ I N I I I I N I 18" �J I > co �J J III ��i \ / / 18" / / 1 1- 8" X 18" 18" , . zo o _ / EGRESS/ NOTE: ,1 `-' O 1 -cI c— / /t16.5sf / A I O C-) i / /// - \ DRYER VENTS RE REQUIRED --co "' TO BE MINIMUM 3' FROM C4 Q, \\ / / / \ - \ _t36 (h) COUNTERTOP-� ANY WINDOW OR DOOR BEYOND of DRYER VEN1 OPENINGS TTTOTOUTSIDE i - \ \ \\IN 1 (VERIFY LOCATION). \ Z Lo AT WEST & SOUTH ELEVATIONS, WHERE SHOWN; BELLY BANDS WITH APPROVED FLASHING \ o it ct GARAGE WINDOW TOPS AT \ \ / / W p.t6'-8"(h) TO MATCH DOOR\ lo- / EGRESS 18" j j / �\ \ �- / /t13.ssf' CANTILEVER / / / / I / \ / / % / o / p —10—\--- , m SLOPE GRADE I 00 / _ AWAY TYPICAL +I `-' P g. a ' • PROPOSED FINISH GRADE - SWALE m .. ° . VERIFY EXISTING GRADE STEP DOWN MAX. (1) RISER TO PROPOSED DIMENSIONS ARE LESS THAN • CONCRETE LANDING, AND SLOPE THE 3'-8" (44") MAXIMUM, UP TO LANDING AWAY AT MINIMUM 1/8" EGRESS WINDOW FROM FINISHED FLOOR. PER FOOT FOR DRAINAGE. TOP OF GARAGE SLAB; STEP DOWN 6" FROM LIVING AREA, AND SLOPE SLAB 2" TOWARD OVERHEAD GARAGE DOOR FOR DRAINAGE AWAY. WEST EXTERIOR ELEVATION (2) 2x6 TOP PLATES TYPICAL HEADERS VARY PER STRUCTURAL ENGIN.; VERIFY ALTERNATE HEADERS TO FIT, AND STILL ALLOW FRAMED OPENINGS SET AT 8'(h) (1) 2x6 PLATE BELOW HEADERS i -\ TOP OF PLATE 1 o TOP OF FRAMING ROUGH OPENINGS FOR TYPICAL fY .-. WINDOWS, LOCATED BELOW (3) TOTAL 12 = J cn o a a _ PLATES PLUS HEADER, TYPICAL UNLESS 0c� 4 _ o Q NOTED OTHERWISE (U.N.O.) 0 _„...id11� 6' BOTTOM - WINDOW HEIGHTS VARY I -.// Itb , II o1 w l TOP OF SUBFLOOR OR SLAB `� 0 0 18" �18"1 18"- / // / -18° �8„711; TYPICAL L TEMPERED _ l l - c12 AT OPERABLE WINDOW LOCATIONS ONLY X // u _ III a 4 N (DOES NOT APPLY AT FIXED WINDOWS); Q I EXTERIOR FINISH GRADE OR LANDINGS BELOW SILLS AT OPERABLE CC \ +I WINDOWS, SHOULD BE LOCATED NO MORE THAN 6'-O" BELOW THESE DISTANCE SHOWN TO GRADE BELOW IS o ---J SILLS, OR ADDITIONAL WINDOW FALL PROTECTION WILL BE REQUIIRED INCREASED HERE FOR EXAMPLE ONLY. (� \ \ TO COMPLY WINDOW FALL ITHPR ALL T ON CODE R312.2 (2015 IRC), REGARDING CL SLOPE AWAY FROM FOUNDATION. (/) (I) z LLJ 18 z co w PROPOSED GRADE VARIES AT EACH WINDOW LOCATION, PER PLANS. CDW w w - SEE EXTERIOR ELEVATIONS, AND VERIFY EACH ON SITE. _ \ \ o WHEREVER EXTERIOR GRADE OR LANDINGS ARE FOUND (OR ASSUMED) > o \ _ LIVING AREA, CANTILEVERED 18 o > Lil CI 0 0 1 AT GREATER THAN 6 -0 BELOW SILLS OF OPERABLE WINDOWS, WINDOWS AND HEADERS — w z 6' THESE WINDOW SILLS ARE PROPOSED AT 24" OR GREATER ABOVE Q / �� / / / o THE INTERIOR FLOOR SO THAT R312.2 WILL NOT APPLY. FRAMING DETAIL THIS MAY REQUIRE THESE WINDOWS FRAMED HIGHER IN THE WALL, (y Cn - / o, 1- SHORTER WINDOW HEIGHTS (VERIFY EGRESS), OR MORE BACKFILL 0 / EGRESS/ co / EGRESS/ ///t,3.5sf' ///t13.5sf' --- GRADING BELOW THESE WINDOWS AS POSSIBLE SOLUTIONS. Scale: 1/4"=1'-0" W Lil 0 o / . Ill a \ I I 10 PROPOSED DIMENSION IS LESS THAN a' K' 1 I THE 3'-8" (44") MAXIMUM, UP TO i EGRESS WINDOWS FROM FINISHED FLOOR. -H Drawn by: \ -\---`v \ \ \ JMC Date: Rev 01/19/21 Scale: 1/4"=1'-0" u.n.o. Sheet#: EXTERIOR ELEVATIONS 3 SOUTH EXTERIOR ELEVATION 0 1 2 3 5 10 of Sheets Scale: 1/4"=1'-0" / 38'-0" / Revisions/Date 2x4 INSULATED BASEMENT WALLS or WALL SHELF 2'-0" 32'-0" 4'-0" CC C a C / / / / I WITHIN CONDITIONED LIVING AREAS ABOVE, FRAMED 27'-0" 5'-0" 2'-0" 2'-0" VERIFY PROPOSED CONCRETE OUT INSIDE OF CONCRETE FOUNDATION WALLS, / / / / / FOUNDATION WALL HEIGHTS AND W 2 WHEREVER FOUNDATION WALL AND/OR EXTERIOR / 18'-0" / 9'-0" / GRADES TO WORK WITH SOUTH H GRADE BEYOND ARE ABOVE THE BASEMENT SLAB, 9 -0 9 -0 SIDE EGRESS WINDOWS, AND X w 1/2" / / / Z WITH MINIMUM AIR SPACE BETWEEN 2x4 WALL ALSO TO SLOPE PROPOSED W I x FINISH GRADE AWAY FROM 2x6 SILL PLATES MINIMUM, TYPICAL UNLESS ``' AND CONCRETE FOUNDATION WALL. _ — (0 VAPOR BARRIER OVER INSULATION TO MEET CODE. ^� PORCH DECK ABOVE — FOUNDATION, FOR MINIMUM NOTED OTHERWISE. i Xo \ \ 0'-6" DOWN AT 10'-0" AWAY (ANY/ALL WOOD IN CONTACT WITH CONCRETE, `V (SEE SECTIONS). (f �_y. FOR SWALE AROUND SOUTH END. SHALL BE PRESSURE-TREATED) \ \ y y <` TOP OF PROPOSED DIMENSION IS 2" LESS THAN NORTH DECK SUPPORT (BASEMENT FLR): WALLS "A" *CONCRETE WALL P - --= \c THE 3'-8" (44") MAXIMUM, UP TO 8x8 PT SUPPORT POSTS, BOXED TO 10"x10". mv VERIFY ELEV.= f 167.50' e II ° H H1 _1 EGRESS WINDOWS FROM FINISHED FLOOR. SIMPSON POST ANCHORS. p ° lit, m � c° z GRADE AGAINST I o g N o 12"� MINIMUM CONCRETE PIERS IF NEEDED, EXTERIOR o SLOPE GRADE m\CONCRETE WALL AWAY TYPICAL PROPOSED FINISH GRADE ll: I— a o o TO MINIMUM 6" ABOVE GRADE. (P RCH/DECK ABOVE) II Q w o \ 24"x24"x8"(d) MINIMUM CONCRETE PAD II v, a § = n z o FOOTINGS W/ (3) #4 REBAR EACH WAY, I . � '� SWALE !y�X ill ° a z N Y z w o =- "93FP" PER ENGINEERING (SEE S1). - •,� N N VERIFY EXISTING GRADE Ia MI Q J mo �,>,, pz PROPOSED GARAGE SLAB BEYOND, �. 12'-0" 6'-0" �, 14'-0" Jr' N r 11.4216...0 ° I x r' I° aI- w o U, I w W STEPS DOWN 6" TO PROPOSED 1 (.-��` Ix �' > � rti II° - E o c_) F- NCK I ( D ) 5/8 x10 ANCHOR BOLTS @ 48" O.C. TYPICAL (UNLESS NOTED OTHERWISE ON � ��of o z w o �� ELEVATION = f164.00 _ - z vr II °a I w _ _ E '�� •+1.5' ABOVE EXISTING \ •\ •\ \ �" �' PLANS, OR PER ENGINEER'S SHEARWALL SCHEDULE). THERE SHALL BE A -' ' 12" II '`� �' ¢ tea ''' �� (- DRIVE) -k \ GAS TANKLESS WATER C ' ix MINIMUM OF (2) ANCHOR BOLTS PER PLATE SECTION, WITH (1) BOLT LOCATED z t� r�iY ail °° z w HEATER(s) ABOVE. Cam" N NOT MORE THAN 12" AND NOT LESS THAN (7) BOLT DIAMETERS FROM ENDS OF < I� TOP OF ��y ° °II "' o a ( D ' I` � VERIFY EXTERIOR or �' 1 ^ r*� y CONCRETE SLAB �� m BASEMENT SLAB (LIVING AREA) N C� v] c, \ r II ° \ \ \ EACH PLATE SECTION. BOLTS EMBEDDED MINIMUM 7" INTO CONCRETE. ° INTERIOR UNITS, AND - a O N I T /'� all °°: ' ,' ° VERIFY ELEV.= f 164°50 0 J �; o I �, • I VERIFY LOCATION s I s""I fi� II Oi••••••0:.••••••••••e®4•••o•••• R-10 RIGID INSULATION �0 \ O WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS \ ° SEE MECH. NOTES ON '- �+ � `**� II i/ / - TYPICAL WHERE REQUIRED O SHALL HAVE (1) ANCHOR BOLT LOCATED IN THE CENTER THIRD OF THE SILL �I°° SHEET 5. ��„ ' ° ° AROUND PERIMETER AND b ,..I 2 PLATE, WITH WALL CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. �� /\ UNDER ENTIRE SLAB BELOW I \ \•\ D ' Tom' c/1 WALLS 12" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS I �� '% If °° / _ \ © .1 T:, �`c���'c � \ \ \ �� fi� CONDITIONED LIVING AREA. \ \ • CAN BE CONNECTED TO THE FOUNDATION WITHOUT ANCHOR BOLTS, WITH WALL •� r II % / "' _ CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. '• < _�J!`�_° 4" CONCRETE SLAB(s) ON ° Z ALL „ �t; COMPACTED FILL, PERFOUND AND 6x6 POST IN WALL ABOVE, ( o PLATE NWASHERS R OLU.N.O.TS OON ENGINEERING.NG D PROPERLY LINES QSIZED RE I CUT WASHERS/4"x3"x3" STEEL ARS DAYLIGHDT TOHGRADE.T-LINE DRAIN. ��/\ ,\ <////////,\,. / STRUCTURAL ENGTION NNEERING. �° BEARING AT INTERIOR BEAM PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT CONTAINING BRACED WALL FILTER FABRIC SURROUND. \// // r.___ \ PANELS OR IN BRACED WALL LINES. 4" RIGID PERF. FOOTING DRAIN WITH „ i I: 12" MINIMUM OF DRAIN ROCK COVER. / 5 / 8„ 5 / PROVIDE MINIMUM (1) #4 HORIZONTAL REBAR IN TOP 8" ° 11 a DAYLIGHT TO GRADE. / 18 / OF FOUNDATION WALLS UNLESS NOTED OTHERWISE ON o ___I TYPICAL PERIMETER FOOTINGS AND STEMWALLS: TYPICAL UNLESS NOTED FOUNDATION PLAN AND/OR ENGINEERING. I;, ( D ) ° MINIMUM "91FC" PER ENGINEERING (SEE Si). \ l (-NI OTHERWISE ON FOUNDATION o PLAN AND/OR ENGINEERING. 8" WIDE CONCRETE STEMWALLS TYPICAL - °I: c„ w FOOTINGS TO REST ON of �I I _, - I w UNDISTURBED SOIL. CONTINUOUS PERIMETER FOOTINGS WITH (2) #4 In - GARAGE SLAB m 2e z �" 4" CONCRETE SLAB ON COMPACTED FILL s=a REBAR CONTINUOUS (TYPICAL U.N.O. ON `�W z E a PER PLANS AND ENGINEERING. ;oi o 0 00 `' z �w Engineering sheets S1 and FOUNDATION PLAN AND/OR ENGINEERING) • HARD TROWEL FINISH. o g o,,Z ^ o 0 95S PER ENGINEERING (SEE Si). wow z ocn o - < � was (0 FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL REBAR fir) Oj (TOTAL ±1873 SF BASEMENT SLAB = NNo 0 omo Q 'j w w >mo I S 2 supersede design sheets. FROM FOOTINGS AT NO MORE THAN 48" O.C. WITH A STANDARD HOOK 3" CLEAR "� \ 0 z v 1091 SF AT LIVING AREA PORTION, & D 1 c0 >_ o N OF BOTTOM-OF-FOOTING, AND EXTEND UP INTO THE STEMWALL THE LESSER OF 14" o o m 782 SF AT GARAGE PORTION) (Di- c w 0 a o UP INTO THE STEMWALL or 2" CLEAR OF TOP OF WALL. w a~ a o z a w v, E�aoi f. ww0 YCDDO CD —� VERTICAL STEMWALL REINFORCEMENT THAT IS INTERRUPTED BY WALL OPENINGS m•I m 0¢ 0 m (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL vas a �J, o Q INDICATES 18 (w)x8 (deep) THICKENED SLAB m o - \ J REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH SIDE OF THE MM�� °I �' w CONCRETE PAD FOOTINGS WITH (2) #4 6x6 POST IN WALL II WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED IN oZ Z ; p�� �I, o o REBAR CONTINUOUS (TYPICAL UNLESS NOTED ABOVE, BEARING AT X STEP TOP OF r7g (. U' - OTHERWISE ON PLAN OR ENGINEERING) INTERIOR BEAM CONCRETE WALL STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH THE ADDED ° X fx i \ cn VERTICAL REBAR ABOVE. VERIFY.) VERTICAL REINFORCEMENT GRADE 60 MINIMUM. I ..i° m MINIMUM "92FT" PER ENGINEERING (SEE Si). ' DOWN 10" \ J 18'-0" J, 12'-8" TO STAIRWELL /1'-4� FROM C-D 13'-8" 4'-4" / 6'-4" / 6'-4" I DETAIL SLOPE A f I / / N LANDING ANDR CONCRETE B I © 10 0" 3 -8 2 -0 2 -4 _ \ 4 1 1 �� TO DRAIN AWAY, AT Scale: 3/4" = 1' 0" ,�. FURNACE LOCATION N ° AIL - - \ 1 ► (SEE NOTES, ON SHEET 5) 3 (n 1 ; i MIN. 1/8" PER FOOT EDGES OF DRIVEWAY ® ____, . D ; - - - - — 1 l ;� �_ _ c4 col , ., .,, , • ._ , , .. " :. .1.,,.. .. . .. . \.. . . .°I- . MECH — �. L_ �� �� �� 1 4 4 , 1 N CH i c0 (N (�C BASMENT BAS�MF�NT - - ;- I° - THIS HATCHING MECH. - I = CNI o , , . > cn w 2x6 INTERIOR BEARING WALL 2x6 INTERIOR BEARING WALL I ( C INDICATES co N C0 Tqy{n7� / m UP TO z (U.N.O. ON PLANS) (U.N.O. ON PLANS) d- z INTERIOR I FURNACE 1° .1 z I 1•'Ak ,- I , I a PORCH AT Q o N —18"(w)x8"(deep) THICKENED 18"(w)x14"(deep) THICKENED 1 O O F ��� 1 g 1 I i Y SF LIT FOYER a a o = SLAB CONCRETE PAD FOOTINGS SLAB CONCRETE PAD FOOTING STEP TOP OF a1 o LOAD-BEARING 2x6 I I 2x6 (WALL RAIL AB VE) L I -I N w c/7 U LL t7» ,- cc WITH (2) #4 REBAR CONTINUOUS WITH (2) #4 REBAR CONTINUOUS WALLS ABOVE m �; = o ° o 2 a a a0 _ CONCRETE WALL - ,,., - 0- _ I N (TYPICAL UNLESS NOTED (TYPICAL UNLESS NOTED O 1- O 6'-4" '/ 5'-4" ' " ' " I c� ao - O OTHERWISE ON FOUNDATION OTHERWISE ON FOUNDATION DOWN 10" I \ OO N I cn X �� 6 -4 f,� 5 -4 �, , f5 -2 / 5 -0 _ /W z g�_ b I PLAN OR ENGINEERING) PLAN OR ENGINEERING) FROM C-D N N • O "' % o o Z o z I CO MINIMUM "92FT" PER 4" CONCRETE SLAB MINIMUM "92FT" PER ° X -i I 16 4 -0 0 I o 4" CONCRETE SLAB . U P 7)R / / m __ __ `� ~ °O ON COMPACTED FILL. ENGINEERING (SEE S1). ON COMPACTED FILL. ENGINEERING (SEE Si). © N I \ � d ° i I� L 1 --+<� a A � a : �;�� \\ i J° � : 1. I ;� OTALTO 1ST - - a .( IC ' - � �� 4 ® _ _ ✓ FLR ABOVE oo c0 o s- r-) I' ,p,�,,1�\5 � \e•,-°- lI[ 1: \_\ \ \ �I \- STEP TOP OF I 1 M a \ X / g ° a a a CONCRETE WALL CID ; C 1 • I� e —� _ c0 Omit insulation / / / _ ! �° / / DOWN 10" -' / " jI '-o",.10 -8 4 -6 14" EAST PORCH beneath areas of \ \\ \ `"'° \ \ FROM B-C — — — C0 thickened slabs. \ \ - °— — 6x6 SPLIT FOYER ENTRY): \/ / / / / / `/ /� - �� � � «�� in 1 B % .,0 PT SUPPORT POSTS, 10 ST P TOP OF 10 1 L L r "' n ' BOXED TO 8"x8". EQUAL EQUAL EQUAL EQUAL r B, , 4 -4 �,11 -6 �n 'I CONCRETE WALL / / / '� 'r SIMPSON POST ANCHORS. CO 18" WIDE 18" WIDE " ° <4D \ 1 r 7 r-- L - FDR�M BOC' o / N.T.S. 12' 0 /°f ♦ _2 2 21" P glaDETAIL DETAIL o o w CO \ . I _ \ \ 12"0 CONCRETE PIERS IF NEEDED, TO D I" B ; ° °I I o I MINIMUM 6" ABOVE GRADE. 4 4 ° •I `� 0 0 j r I, 0 18"x18"x8"(d) MINIMUM CONCRETE PAD Scale: 3/4"= 1'-0" Scale: 3/4" = 1'-0" ®� - - in N m I Q I _ \ I FOOTINGS W/ (2) #4 REBAR EACH WAY, 8 Ila +I �_- 0 "94FP" PER ENGINEERING (SEE S1 . --- — —e _L — ___ n - — — I I• ( B 1 I ) STEP TOP OF \ : r %Z \ \ 41 � ° • • ,. . 6\\, ° •� .�� .6\' -_L 1 0O\\ \ \ ELEVATIONS AT TOP OF CONCRETE FOUNDATION DETAILS CONCRETE WALL '••I - • • ° %° ° • ° • - � DOWN 10" / 2'-10" 5'-0" �,14"/2'-0l`/1 FOR FOUNDATION WALLS FROM A-B ; 14' 6'-3" 4aD 3'-0" 11'-0" c A,' Scale: As Noted /'1 ♦ / / /� o TOP OF CONCRETE ELEVATIONS FOR FOUNDATION WALLS; - �;1= 7 -5 6 -3 �, 6 -4 / 14 -0 1./ STEP TOP OF %� "° "" ' B ) I CONCRETE WALL �\\A HIGHEST WALLS ARE LABELED A . I I // 13 -8 �, 20 -4 �r, OTHER WALLS STEP DOWN FROM THERE, AS NOTED. GENERAL FOUNDATION NOTES: I, \ ••� DOWN 10" EXISTING GRADES (PRE-CONSTRUCTION) ARE COPIED FROM SURVEY TO SITE PLAN, `V ;-�� ••11° R-10 RIGID INSULATION I:. FROM A-B BUT BENCHMARKS ARE UNKNOWN. VERIFY EACH WITH SURVEYOR. ANY/ALL WOOD IN CONTACT WITH CONCRETE, ; (� A ; TYPICAL WHERE REQUIRED 2x4 INSULATED BASEMENT WALLS or WALL SHELF ° O \ PROPOSED FILL AND FINISH GRADES TO BE DETERMINED, SO REMAINING TOP OF SHALL BE PRESSURE-TREATED. AROUND PERIMETER AND WITHIN CONDITIONED LIVING AREAS ABOVE, FRAMED 1° z CONCRETE WALL ELEVATIONS ARE ONLY LISTED HERE IN RELATION TO WALLS "A". o UNDER ENTIRE SLAB BELOW OUT INSIDE OF CONCRETE FOUNDATION WALLS, o „ ALL HARDWARE AND CONNECTORS IN CONTACT I f CONDITIONED LIVING AREA. WHEREVER FOUNDATION WALL AND/OR EXTERIOR 'I Irn I Q 1 j „ PROPOSED ELEVATION FOR WALLS "A"= 167.50' (VERIFY), BASED ON WITH PRESSURE-TREATED WOOD, SHALL BE CO "I GRADE BEYOND ARE ABOVE THE BASEMENT SLAB, CO GRADE CONTOURS FROM SURVEY, AND PROPOSED GARAGE SLAB ELEVATION. OF HOT-DIPPED GALVANIZED, OR EQUIVALENT. : �. WITH MINIMUM 1/2" AIR SPACE BETWEEN 2x4 WALL VERIFY HEIGHTS WITH SURVEYOR FOR PROPOSED GARAGE SLAB AT ±i'-6" - I . BASEMENT SLAB :1 AND CONCRETE FOUNDATION WALL. ABOVE THE END OF THE EXISTING DRIVE AT LOT 1 (SEE SITE PLAN). oI 4" CONCRETE SLAB ON COMPACTED FILL VAPOR BARRIER OVER INSULATION TO MEET CODE. ® \ O O SEE STRUCTURAL ENGINEERING e� PER PLANS AND ENGINEERING. (SEE SECTIONS). I — — FOR ALL FOUNDATIONI (TOTAL ±1873 SF BASEMENT SLAB = 1 HARD TROWEL FINISH. ELEVATION CHANGE ELEVATION CHANGE (STEP HEIGHT) STRUCTURAL REQUIREMENTS, " 1091 SF AT LIVING AREA PORTION, & CI � WALLS BELOW WALLS "A" BELOW ADJACENT WALL, PER PLAN SUCH AS HOLD-DOWNS, INTERIOR i O Z Z SUPPORTS, FOOTING SIZES, I ;'A ) • , 782 SF AT GARAGE PORTION) I., i B -10" STEP DOWN 10" FROM A-B REINFORCEMENT, AND RETAINING - I : J--, in ) WALL(s), IF APPLICABLE. r Jl A O O I FOUNDATION TO COMPLY WITH \ \ \ \ _F ._ `a:°J -- L.a - % . � - I \ \2\ ( C ) -20" STEP DOWN 10" FROM B-C 2015 IRC R404. _I (�A �) I Qi i = - - ( A ) 1 "X"= LIVING AREA ABOVE, CANTILEVERED 1'-6" Drawnby: ( D ) 3'-8" 13-30" STEP DOWN 10" FROM C-D -4„ JMC / / / / 10'-0" / 17'-0" / 7'-0" / Date „ INDICATES DOWNSPOUT LOCATIONS FOR Rev 01/19/21 NOTES: /2 -0 / 34 -O /2 -0 / ALUMINUM GUTTERS AT ROOFS. / 38 -0" / VERIFY NUMBER (10 SHOWN), & LOCATIONS. Scale: ANY/ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED. 1/4"=l'-0" u.n.o. DOWNSPOUTS ARE LOCATED AS SHOWN TO FRAME 2x6 SILL PLATES AT ALL WALLS, TYPICAL. RUN DOWN CORNER TRIM SIDING BOARDS Sheet#: „ „ FOUNDATION PLAN (BASEMENT) WHENEVER POSSIBLE. WALLS A TOP OF CONCRETE (T.O.C.) ELEVATIONS; 4 VERIFY BASEMENT LIVING AREA SLAB HEIGHT IN RELATION TO WALLS "A" AS SHOWN PER 0 1 2 3 5 10 PLANS, CRITICAL FOR SOUTH EGRESS WINDOWS TO MEET CODE. Of Sheets Scale: 1/4"=1'-0" / 38'-0" / Revisions/Date TABLE M1507.3.3(1)CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS NORTH DECK SUPPORT (BASEMENT FLR): , „ , „ , „ 8x8 PT SUPPORT POSTS, BOXED TO 10"x10". /2 -0 / 32 -0 / 4 -O / DWELLING UNIT NUMBER OF BEDROOMS SIMPSON POST ANCHORS. / 27 —0 5 —0 /2 —0 /2 —0 / FLOOR AREA °-1 2-3 4-5 6-7 >7 FOOTINGS AND/OR PIERS PER FOUNDATION 18'-0" 9'-0" (square feet) Airflow inCFM PLAN AND STRUCTURAL ENGINEERING. // 9'_0" / 9'-O" / / <1,500 30 45 60 75 90 1501-3,000 45 60 75 90 105 3001-4,500 60 75 90 105 120 PORCH DECK ABOVE 4501-6,000 75 90 105 120 135 l\ 6001-7,500 90 105 120 135 150 \ "I i<y 0I\'II 11 0 (' �J \ \ >7soo 105 zo 3s sa 16s "35B" (SEE S1) "35B" (SEE S1) "35B" (SEE S1) `— PT DECK BEAM (DOWN) PT DECK BEAM (DOWN) PT DECK BEAM (DOWN) I For sl:I square foot=0.0020 fo2,1 cubic fool per rmnote=a 0004719 ma[s_ I I 1 z z TABLE M1567.3.3(2)INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSO,b I ^O I —via via RUN-TIME PERCENTAGE IN EACH 4-HOUR N g EXTERIOR N g I ^ Cil SEGMENT 25% 33% 50% 66% 75% 100% O `-'03 `-'m p I 00 I 30 Y I Factors Ca CU 4 3 2 1 5 1 3 1.0 O M W "r-,w O I, a For vedllahon system run time rawer botwoon those fluor,the[odors are pam,rtfed to be doterminod by Interpolation a a a Extrapolation beyond the table is prohibited. a • N I A' 12'-0" / 6'-0" Jr 14'-0" o c N FIRE SPRINKLERS : j I I I `� • , c`• < PER OWNER; APPROXIMATELY 250' TO NEAREST EXISTING FIRE HYDRANT. \ \ /////////////////////////////////////////�///////////////////////// \ [� THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM. I 1 /. • GAS TANKLESS I 1 � Cam• on PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. WATER HEATER(s). I �; y PROVIDE OWNER WITH AN ESTIMATE BY: ^ VERIFY EXTERIOR or ^ •+ 0 1 INTERIOR UNITS, AND o I O COMMERCIAL FIRE PROTECTION, INC. I I 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 1 VERIFY LOCATION(s). 10 ,-1 ,I p c.P 360-848-9093 F 360-848-1072 SEE MECH. NOTES, bA CONTRACTOR'S LICENSE #: COMMEFP132MM -N ON THIS SHEET. W , FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; �\ © ,x✓%//%%/%////////////////////////// // //////////////%/l////////////////////�//// ^ \ \ \ = / N / , WHPROERIEETHEMSPIRINKLER SYSTEMMUM 3/4" RCONNECTS NN THE GARAGEM 1.25" HDPE PIPING FROM THE WATER METER TO THE POINT I N CORNERS,UPPER FOR BEARINGROOF OF MULTIPLE 2x6 STUD PACKS IN \ `, ) .METER, AD RUN (SEE 1ST FLR) BEAR NGS T ATI INTERIOR TERIOR BEAM. \ OM I ENGINEERING (SEE S1). _ /MINIMUM "72P" PERct BOO I a" MECHANICAL NOTES : o \'' GARAGE CON CEILING ED AREASWLLS SHALLADJEACHT f nI HVAC FURNACE IN MECHANICAL NICHE OPEN TO GARAGE. HAVE (1) LAYER OF 5/8" TYPE "X" < I i o GAS TANKLESS WATER HEATER(s), VERIFY LOCATION PER PLAN. 1-HOUR FIRE RATED GYPSUM BOARD, TO �� i FURNACE, PER BID: TRANE SV92 TWO STAGE VARIABLE SPEED NAT GAS FURNACE (96% AFUE). 0o "co%, BE ATTACHED WITH FASTENERS © 6 O.C. oI o > I WATER HEATER, PER BID: NAVIEN NPE 240 NAT GAS TANKLESS (96% AFUE). ' IN THE FIELD AND ON THE EDGESx w LU N I I I z(VERIFY EACH AND INSTALL TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). N (OVER ANY STRUCTURAL OSB or CDX, IF = MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. I APPLICABLE PER ENGINEERING). w L'-I co, W () I Z °°263 oT II w z HVAC SYSTEM AND DUCT LAYOUTS FOR THIS ONE-STORY HOME WITH BASEMENT, ALL TO BE DESIGNED o N Z m N > < a_ o Q Z 0o N O Q redoCO BY MECHANICAL SUBCONTRACTOR AND APPROVED BY OWNER. N \ N GARAGE a.. M co co i' LEI L`' o RECOMMENDED RETURN-AIR (R/A) AND TRANSFER-AIR (T/A); -N o� o w oar N PROVIDE MINIMUM (1) RETURN-AIR (R/A) TO EACH FLOOR, IF APPLICABLE. } LuLd W II a '�' Naa UQIO ALL RETURN-AIR (R/A) GRILLS IN HOUSE TO HAVE THE SAME SIZE AIR FILTER. N Zw 2 Z z CONDITIONED ROOMS (BEDROOMS, etc. EXCEPT BATHS, LAUNDRY, AND CLOSETS) ARE ALL �So W w Z RECOMMENDED TO HAVE DEDICATED RETURNS TO EACH SEPARATE CLOSED ROOM. I �N;� E l I CONDITIONED ROOMS OPTIONED WITHOUT DEDICATED RETURNS (EXCEPT BATHS, LAUNDRY, AND CLOSETS) I C° Z ZZ1� % .,ii RECOMMENDED TO HAVE JUMP DUCTS OR TRANSFER GRILLS TO PROVIDE A RETURN AIR PATH. 3 Z Z x N UPON COMPLETION OF CONSTRUCTION, DUCT AND BLOWER DOOR TESTING IS REQUIRED. I \ / 18'-0" X 12'-8" TO STAIRWELL 1 -4 " l VACUUM RELIEF DEVICE IS REQUIRED ON WATER HEATER PER 2015 UPC 504.6, (7) „ 13 -8 4'-4" 6 -4 6 -4 ALONG WITH A TEMPERATURE AND PRESSURE RELIEF VALVE. , / N / / / / II I © 10 —O 3 —$ 2 -O 2 -4 sxs POST IN WALL, ^ \ I"I / _ / BEARING AT INTERIOR BEAM. N SLOPE CONCRETE VERIFY ELECTRIC OR GAS MECHANICAL APPLIANCES. '� 'r LANDING AND STEPS SEE MECH NICAL NOTES MINIMUM "72P" PER TO DRAIN AWAY, AT FOR GAS APPLIANCES: ''` \ ON THI SHEET. ENGINEERING (SEE S1). MIN. 1/8" PER FOOT EDGES OF DRIVEWAY PLATFORM if REQUIRED 18"(h). R-10 PAD if REQUIRED. 10 _ 1 O3 r SEISMIC STRAP AND PRESSURE RELIEF TO OUTSIDE. ® I "20H" (SEE S1) "20H" (3EE S1) in "39B" (SE S1) '4 • r AI y \\\\'226, \\\\\ -,-Z-1 • CO 1-Ni 0 0 2'-0',14"�, co MECH. i o ® V L T -�"t, `�-- w� \ IILL,0 3 'A ` OF TO Ln LU WALL FRAMING NOTES • I I I N �• U DER STAIR 1 4, 1 , \ m o I ° FURNACE(0 \ _ �vQ�, �� V a -0 PC RC Al- Q o o v) \ << `o ~ % Y W SF LIT FOYER N = w ea¢o c) SEE STRUCTURAL ENGINEERING PLANS AND/OR CALCULATIONS. ti \ 2x6 \ _�_ • 2x6 (WALL RAIL AB VE)I__ co N o Q - -- X O O ce a 1.5 a REFER TO ENGINEERING FOR ALL STRUCTURAL REQUIREMENTS, PRIOR TO CONSTRUCTION. ^ N-) 1 _ ,�, ^ II mY I1 , » / 1 , » �U , » , » I O< \ OO w BEDROOM-3 ; `�' �� �, �� 6 -4 5 -4 = Mw f5 -2 5 -0 _ W=Z� - o I 171 / cam• / / g. o ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS © 16" ON CENTER O.C. . IN N o » I ix L o a n I -co ( ) = v) 1 X / 16 4-0 o IT I ozo� ALL INTERIOR WALLS TO BE FRAMED WITH 2x4 STUDS © 16" ON CENTER, EXCEPT i. N Nti.i IN ® rn (17)R . 1 I / X �s� Do �' WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). 0 . - - I� N' TOTAL TO % �L I `\ SLOPE FLOOR SURFACE OF ANY EXTERIOR LANDINGS, DECKS, PATIOS, STEPS, WALKS, DRIVE, etc. o I 1 OMIT �. %///////% �x \ \ \ ALL AT MINIMUM 1/8" PER FOOT, FOR DRAINAGE AWAY FROM HOUSE AND FOUNDATION. % i� "70P" IN WALL AsA GM 36"(h) RAIL "39B" (SEE S1) \ � � � 1 p'-8" �, 4'-6" \ �, � 1� 1 -(r)- SEE EXTERIOR ELEVATIONS AND DETAILS FOR TYPICAL WINDOW FRAMING HEIGHT(s). — EAST PORCH \ \ (4)-2xs IN WALL ® o (@ SPLIT FOYER ENTRY): ELECTRI / "20H" (SEE Si) \ I $ CARBON er CAL MONOXIDE OALARMSOR TO VERIFY WHERE REQUIRED ATIONS BY CODED INSTALL BOTH SMOKE AND \ \ \ • ////////A ---- _ 2-4-i BOXED TO SOU$PO$T POSTS, ©CO - INDICATES CA ES CARBON ALARM MO OXIDE ALARM (REQUIRED ON EACH FLOOR). /1HORS. '10 4 /„ _, J O �, 4 -4 /� BATH 3 % FOOTINGS A if' m SIMPSON ONDT ORCPIERS I 2 -0 Q = \ _ \ PER FOUNDATION PLAN AND o 0 SEE DOOR SCHEDULE ON SHEET 7. o / w o FUTURE `� CLOSET w `� \ ^ •\ •\ STRUCTURAL ENGINEERING. i, • i� CLOSET o ® > w0 5 / o OA SEE WINDOW SCHEDULE ON SHEET # 7. ... o I w z `D cn �- W N o — — � � Lr) = -J N m �— I �= I A I B) INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE (SEE EXTERIOR ELEVATIONS) ® % cc L o o SEE WINDOW SCHEDULE ON SHEET # 7. I : <`9�> o N N 1 FRAME CLOSETFOR DO ARE ,A = _ "416" (SEE Si) \N Energy Credits (2015 Code) , 0 zI / 2'-10" / 5'-O" j(14"/2'-0O w» " o cr,OPTION DESCRIPTION CREDIT(S) 14 % 6'-3" / $ Z II LT-2 / 3 —0 / 11 -O la EFFICIENT BUILDING ENVELOPE 1a: 0.5 0 m � 7 -5 6 -3 6 -4 14 -0' Prescriptive compliance is based on Table R402.1.1 with the following modifications: I I /I / / / � -- Vertical fenestration U =0.28 N 13 -8 / 20'-4" (7)Floor R-38 w Slab on grade R-10 perimeter and under entire slab v O \ Below grade slab R-10 perimeter and under entire slab N or o ! J UNFINISHED STORAGE FAv1ILY ROOM .0 o IZ Compliance based on Section R402 J.4: Reduce the Total UA by 5%. I -co _ (FUTURE BEDROOM-4) I I 3ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 \.. 2x4 INSULATED BASEMENT WALLS or WALL SHELF - Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Escape & rescue opening to WINTHIN SIDE DE OFONDITIONED LIVING AREAS,CONCRETE FOUNDATION FRAMED OUT (7, z Gas,propane or oiled-fired boiler with minimum AFUE of 92% / w To qualify to claim this credit,the building permit drawings shall specify the option w be min. 24 high, min. 20 WHEREVER FOUNDATION WALL AND/OR EXTERIOR O \ 5 being selected and shall specify the heating equipment type and the minimum / S wide, min. 5.7 sq ft and max. GRADE BEYOND ARE ABOVE THE BASEMENT SLAB, N Q equipment om l to CY 5a EFFICIENT f WATER HEATING 5a: 0.5 , LL Must rmeetlalll foiu shed floor. WITH r AND CONCRETE FOUNDMUM ATIONFOUNDATION WALL./2" AIR SPACE ETWEEN 2x4 WALL "71P" IN WALL AT TWO LOCATIONS, L_ All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 requirements. VAPOR BARRIER OVER INSULATION TO MEET CODE. FOR GIRDER TRUSS OPTIONS. GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.` // (VERIFY WITH TRUSS ENGINEERING). (SEE SECTIONS). - 1 1 To qualify to claim this credit,the building permit drawings shall specify the option \" EGRESS t 13.5 SF EGRESS ±13.5 SF Q being selected and shall specify the maximum flow rates for all showerheads,kitchen \ / L / \ sink faucets,and other lavatory faucets. -- I • e . _ "23H" (SEE S1) "23H" (SEE S1) 5c EFFICIENT WATER HEATING Sc: 1.5 ^ \ \ \\ 1------1I — • \ \ \_ \ Water heating system shall include one of the following: � —O �I O Gas,propane or oil water heater with a minimum EF of 0.91 CO 2 TRIMMERS or "X"= LIVING AREA ABOVE, CANTILEVERED 1'-6" Drawn by: Solar water heating supplementing a minimum standard water heater.Solar water JMC heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the PLATE HEIGHT KEY Solar Ratingand Certification Corporation(SRCC)Annual Performance of OG-300 14 3'-8" 13 -4 14 FOR WALL FRAMING / / / / / / / (BASEMENT WALLS) Date: Certified Solar Water Heating Systems / 10'-0" / 17'-0" / 7'-0" / - or 2'-O" 34'-0" 2'-O" INDICATES DOWNSPOUT LOCATIONS FOR 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT ANY Rev 01/19/21 Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards / / / / ALUMINUM GUTTERS AT ROOFS. BASEMENT EXTERIOR WALL FRAMING, 38'-O" AVAILABLE BEARING SUPPORTED BY Scale: of NEEA's Northern Climate Specifications for Heat Pump Water Heaters / / VERIFY NUMBER (10 SHOWN), & LOCATIONS. CONCRETE FOUNDATION STEMWALLS BELOW. To qualify to claim this credit,the building permit drawings shall specify the option 1/4"=l'-0" U.n.0. being selected and shall specify the water heater equipment type and the minimum r x 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT WALLS. equipment efficiency and,for solar water heating systems,the calculation of the SEEEFOUNDATIONIOR PLAN FORBEARING SUPPORT Sheet#: minimum energy savings. WALL FRAMING PLAN (BASEMENT) AT INTERIOR BEARING WALLS. 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT 5 4I INTERIOR NON-BEARING WALLS. 0 1 2 3 5 10 PLATE HEIGHTS ARE ALL BASED ON THE DISTANCE FROM TOP OF SUBFLOOR or SLAB AT LIVING AREA, Scale: 1/4 1' Orr UP TO TOP OF WALL FRAMING AS NOTED. of Sheets /NV 16'-0" OF DECK JOISTS 16" O.C. 11'-0" OF DECK JOISTS 12" O.C. FLOOR FRAMING NOTES : Revisions/Date EXTERIOR SIDING NOT SHOWN HERE.��? 3 / INDICATES POSTS ABOVE PER / I-JOISTS ARE PROPOSED AS ONE CONTINUOUS PIECE EACH WHERE SHOWN, WITH SEE ELEVATIONS AND SECTIONS. NO OVERLAP OVER INTERMEDIATE BEARING SUPPORTS, UNLESS CALLED OUT AND/OR MINIMUM OFFSETS FROM TOP OR BOTTOM F DECK w O PLANS AND ENGINEERING, TO / LEDGERS AND RIMBOARD BEYOND; EXTERIOR DOOR THRESHOLDS w DETAILED BY EITHER TRUSS ENGINEERING OR STRUCTURAL ENGINEERING. BOISE BCI RIMBOARD AND CAREFULLY FLASHED AND CAULKED �c 1 3/4"(w) BOISE CASCADE SUPPORT UPPER PORCH ROOF. ENGINEERED WOOD I-JOISTS 1 1/2" MINIMUM FOR SIMPSON STRONG- RIVE SDS, or 3 w RIMBOARDS, TO MATCH TO PREVENT WATER INTRUSION. ® 16" O.C., 2" MINIMUM for LedgerLOK, PER c0 HEIGHT OF BCI JOISTS. ENGINEERED I-JOIST FLOOR SYSTEM MANUFACTURER/SUPPLIER TO VERIFY LAYOUT ix TYPICAL AT LIVING AREA MANUFACTURER'S SPECS OF EACH. CONTINUOUS FLASHING EXTENDING N W c5 C- PAST DECK JOIST HANGERS. ix Z = TOP OF INTERIOR SUBFLOOR "35B" (SEE S1) "35B" (SEE S1) "358" (SEE S1) AND PROVIDE ENGINEERED FLOOR SYSTEM SHOP DRAWINGS TO MATCH. _ = 4BEYOND \ \ �y -F-LAS414G�E -7 �������� � ' PT DECK BEAM (DOWN) PT DECK BEAM (DOWN) PT DECK BEAM (DOWN) INSTALL PER MANUFACTURER'S SPECIFICATIONS AND DETAILS. w?g `` ( O Ei o >j` © ( VERIFY DECKING, FOR LEDGER ES w* 'I . 4 t J- ' 1 e r;,' J� aZ �, LOCATION BELOW SUBFLOOR. >N �' '� BOISE BCI ENGINEERED PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ANY BEARING POINTS FROM ABOVE, W m w 3" 3" Co3 �m 0 r 2x' PT DECK JOISTS WOOD I-JOISTS ® 16" O.C. AND ADDITIONAL BLOCKING WHERE REQUIRED BY LOCAL CODES, STRUCTURAL ENGINEERING, Z J J © �>L C O ) PER FRAMING PLANS TYPICAL AT LIVING AREA �,W ;71 AND/ORD MANUFACTURER'S REQUIREMENTS FOR ENGINEERED FLOOR SYSTEM. �w - w 1z �� ,______, L�� AND/OR ENGINEERING. c ' w� —> v . zm / 8" O.C. / 8" O.C. / EXTERIOR DECK LEDGERS. PER STRUCTURAL ENGINEERING- zo ;cog SEE FOUNDATION AND WALL FRAMING PLANS TO VERIFY ALL DIMENSIONS. MAXIMUM MAXIMUM 81L" LEDGER (SEE S1), DECK JOISTS TO RIM; 3 3 FOR DECK LEDGERS, USE MINIMUM 2x' PT LEDGER, TO BE --0 2x 12 P1 AD: 2 0 O / 16" O.C. / Z 2x12 FT DF #2 # Z `+� AT LEAST AS TALL AS DECK JOISTS. J -_-- _- __ �___ JOISTS @ 12" O.C__ 7 W FOR LEDGER CONNECTION, CONNECT TO RIM WITH 2 SDS Provide two DTT2Z _ JOISTS ® 16 O.C. _ _ _ or LedgerLOK AT MAXIMUM 16" O.C. AND WITHIN 3" OF m o W/ APPROVED IMPSON HNGE If S W/ APP QVED IMPSON HAS GERS m o ENDS AND SPLICES. IF CONNECTING LEDGER TO STUDS, or four DTT2Z deck ao " MINIMI M '61J AS SPECIFIED o_o USE 2 SDS or LedgerLOK PER STUD. o MINIMUM 62J AS PECI'-IED o DECK LEDGER ELEVATION ledger connectors. m EY STRUCTURAL ENG NEER. m? '3 SDS or LedgerLOK TO BE OF LENGTH NECESSARY FOR Z 3 n� BY STRUCTURAL E) GIN R. M FULL PENETRATION IN RIM, OR 1.5" MINIMUM PENETRATION o • N INTO STUD. E • FOR JOIST CONNECTION, CONNECT JOIST TO LEDGER WITH = 2x6 EXTERIOR WALL, •c000 cook CA SLOPE DEC' AWAY, = N or LU HANGER (not LUS), ALL HOLES FILLED WITH J w CRAWL SPACE PONY WALL, IMIN 1/8" PrR FT. T— GALVANIZED SCREWS, SIMPSON SD9 OR SIMILAR. or CONCRETE FOUNDATION 2x12 PT LEDGERS 3 cx WALL BELOW NOTE: /N/ L JL J J L J L J _JLL_ JL JL _JL TYPICAL WITH APPROVED C,• GET APPROVAL FROM STRUCTURAL ENGINEER FOR LEDGER 'A n CONNECTIONS OTHER THAN SPECIFIED PER ENGINEERING, • \\ SIMPSON JOIST HANGERS. 1 SUCH AS MIN. 1/2" GALVANIZED BOLTS. EXTERIOR DECK LEDGER SECTION [ �L on z "81L" MINIMUM PER cd Cam• a) \4 L ENGINEERING (SEE Si). a EXTERIOR DECK LEDGER DETAILS U \ m H.w I \J L >� ,� O U) W \ UJ F- O w zr � \'LL '6 a C) C-)Scale: 3/4"=1'-0" oo zzw \ T ,�Z73 • ww c m 1 NW — \_ J I_ J L J J L J L (Jt,L_1 I J Q+ c.)o 6 o Vim') I �'E „ <\_ ��/////////y�11/��////// d Q I Q N Qo c w 1- : "72P" IN WALL BELOW. EACH SIDE OF THIS 2'-0" CANTILEVER: Z N>- Z ow L'N 0° (1) 1 3/4""(w)x11 7/8"(h) LVL ENGINEERED GIRDER (UP), ctoF--p " U w N L., OUTSIDE OF (AND IN ADDITION TO) DOUBLE FLOOR JOISTS - z o E I- AI (UP) FLUSH IN FLOOR BY TRUSS MANUFACTURER, zz 0 Q w I >- ►�" MINIMUM "36B" AS SPECIFIED BY STRUCTURAL ENGINEER. a w CO I_ END OF THIS 2'-0' CANTILEVER: SOLID BLOCKING OVER EXTERIOR WALL "' (1) 1 3/4""(w)x11 7/8"(h) LVL ENGINEERED GIRDER (UP), AT CANTILEVERED JOISTS o r — w FLUSH IN FLOOR BY TRUSS MANUFACTURER, F I w MINIMUM "37B" AS SPECIFIED BY STRUCTURAL ENGINEER. , I >. I I I ? ♦ ♦ o II ix♦ 1 ,, ♦`♦`♦ \. II W s II1 / ♦♦ ',' `♦` Q J U j-se't Q N II J - N `♦Na `♦1:♦ `♦♦1 L-IW = N c ISLAND ABOV W/ ♦`�� #4,/ `�1 W , Q PLUMBING &(ELECTRICAL` :' zCD w N WI N W , CC Z J -' I W - I ^ I I, II X • I w LL__-I (/7 I = THIS BEAM AT INTERIOR STAIRWELL: 1 3/4"(w)xl1 7/8"(h) LVL ENGINEERED GIRDER (NOT TO SCALE) ti I (UP) FLUSH IN FLOOR WITH BEAM HANGER, BY TRUSS MANUFACTURER, ti I J\L MINIMUM "37B" AS SPECIFIED BY STRUCTURAL ENGINEER. "39B" PT AND DOUBLE ENDJOISTSEE ABOVE) N SEENMECHANICAL NOTES ON SHEET 5. VERIFY WITH TRUSS ENGINEERING. "72P" IN WALL BELOW. W. '®. �� "20H" (SEE Si) ® "20H" (SEE S1) _ 1 •• /hill,�„!1L-\v vv\ -\vv,\vv\ -\vv4\vv vv�� Ti ; 1 , k4 x. vv vvvvv\vvvvvvvvvvvvvvvvvvvvvv v-l / �� r— 2x8 PT DF #2 DECK JOISTS @ 16 O.C., ECOAN.,.\ I I II III z �. I WITH APPROVED SIMPSON JOIST HANGERS. j I HBO OWN (17)R' TOTAL z \ I - MINIMUM "65J" AS SPECIFIED BY j —, T A$EMENT BELOW A- o r I`a �� STRUCTURAL ENGINEERING. - - - �AF' Ia 2E THIS BEAM AT INTERIOR STAIRWELL: r C'':' N� \ \ Si I II <�,�P� o Q _ \ (2)-1 3/4"(w x11 7/8"(h) LVL or LSL ENG. GIRDER (NOT TO SCALE) 2x8 PT LEDGERS .. . Al_ N \ -, L m U)w cn MAP)IN MUMUS40B1' AS SPECIFIED BY STRUCTURALH I FLOOR, BY TRUSS ER, ENGINEER. TYPICAL WITH APPROVED -'- m INDICATES POSTS ABOVE PER - \ 3 I\ j _ SIMPSON JOIST HANGERS. I� M PLANS AND ENGINEERING, TO ti z ; ,k 1 !� =o Q z \ VERIFY WITH RUSS ENGINEERING. a owwo ;\ "81 L" MINIMUM PER SUPPORT PORCH ROOF. MINIMUM 11 7/8" HIGH BOISE BCI 0 / % w w ENGINEERING (SEE Si). I� I o ENGINEERED WOOD I-JOISTS / =w L__i__i_\ N --1 —L--L I N Ir — — AA. ®• — — @ 16" O.C. TYPICAL U.N.O. _ L_ i___`_:.�> 9 — — EACH JOIST SIZE AND SERIES TO J L J L J L J ������� ������\ /J//�,,/ dr-4.i� - BE VERIFIED BY TRUSS ENGINEER , r , r , r , r r r T T r —Cn � ) X MINIMUM "64J" AS SPECIFIED \ — — — — r j BY STRUCTURAL ENGINEER. A o ___ "20H" (SEE Si) \ w / CC "39B" PT BEAM (DOWN) (SEE S1) • \ 00 AND DOUBLE END JOIST ABOVE / ---- ag 0 / LLJ O I N j Li _ r A 1— FLOOR FRAMING PLAN o W opofb aringvalls, CL W U) ATSPLIT FOYER) '®' - - W __ _ �- 0 typical. I— (PORCH O ) __ ;4�----?- ; A I-/ ,7 L_ O �\ Q CC w "20H" (SEE Si) iI I 416 SEE S ) I LI_ _ Scale: 1/4"=1' 0" rx '�[ MINIMUM 11 7 8" HIGH / CI) O __ _� l I I / BOISE BCI j L E--- 1---� ENGINEERED WOOD I-JOISTS I @ 16" O.C. TYPICAL U.N.O. I --------- N Z Z EACH JOIST SIZE AND SERIES TO L - w — — — - — - BE VERIFIED BY TRUSS ENGINEER Q Q �\-�� ( TUBA VE ) MINIMUM "63J" AS SPECIFIED — v N n_ CI_ BY STRUCTURAL ENGINEER. O O z z_ O t N W W W w O 0 LL LL FY PLUMBING ABOVE. 4 m p O O SEE TRUSS/JOIST MANUFACTURER FOR / SOLUTIONS WHERE ANY PLUMBING LANDS // Na / "71P" IN WALL AT TWO LOCATIONS, O O ABOVE A FLOOR TRUSS/JOIST IN FINALL\ T \ FOR GIRDER TRUSS OPTIONS. ENGINEERED LAYOUT (IF APPLICABLE . • v,) = I %,G, (VERIFY WITH TRUSS ENGINEERING). ) %%%y%y%y%%y%y0/y%y/N -' ♦ %�///%%may,% _i_ d !%////%/%//ICI,,%//%�, "23H:.(j3EE S1 �> I "23H" (SEE S1) • 2 TRIMMERS 'L J L L� F J L L Tt—1 � J /16"j,16"/16"/ START JOIST LAYOUT Drawn by: "X"= LIVING AREA ABOVE, C LEVERED 1'-6" SPACING FROM THIS END, JMC TO AVOID PLUMBING ABOVE. Date: EACH SIDE OF THIS 1'-6" CANTILEVER: Rev 01/19/21 (1) 1 3/4""(w)xi 1 7/8"(h) LVL ENGINEERED GIRDER (UP), OUTSIDE OF (AND IN ADDITION TO) DOUBLE FLOOR JOISTS Scale: (UP) FLUSH IN FLOOR BY TRUSS MANUFACTURER, 1/411=1'-0" u.n.o. MINIMUM "36B" AS SPECIFIED BY STRUCTURAL ENGINEER. Sheet#: AFLOOR FRAMING P LAN ( 1ST F L R) END OF THIS 1'-6" CANTILEVER: 6 0 1 2 3 5 10 (1) 1 3/4""(w)x11 7/8"(h) LVL ENGINEERED GIRDER (UP), FLUSH IN FLOOR BY TRUSS MANUFACTURER, MINIMUM "37B" AS SPECIFIED BY STRUCTURAL ENGINEER. Of Sheets Scale: 1/4"=1'-0" Revisions/Date 38'-0" / 4'-0" 32 -0 5'-0" 2'-0" 2'-0"/ /2 -0 / 27'-0" DECK / / / / g'-O" / 18'-0" PORCH / / / 9'_O" 9'-0" / •Fl LA \ \ \ 6" h GUARDRAILS TYPICAL MINIMUM "33B" (SEE Si) MINIMUM "33B" (SEE Si)S1} ( ) ROOF BEAM (DOWN) ROOF BEAM (DOWN) I i `p., I ^ NORTH PORCH (1ST FLR): IN ERIOR S''CE I 6x6 PT SUPPORT POSTS, BOXED TO 8"x8". 2 SLOPE DECK w z �,o AWAY, MINIMUM ---_ I SIMPSON POST ANCHORS. w 1/8" PER FOOT - O EXTERIOR �r GARAGE �� 4) Ld 0 m� m- DECK I �;, O. 0 7O PORCH m a.) 4 o iz� VERIFY PORCH DECKING. M RIGHT SWING, RIGHT SWING, VERIFY PORCH CEILING. FOR EXAMPLE. FOR EXAMPLE. 6'-0" 12'-0" / 14'-0" EXTERIOR DOOR QUANTITIES: INTERIOR DOOR QUANTITIES: / 4'-9" �, 4'-3" 3'-0" 2 -9 3'-9" 7'-6" N OHO EXTERIOR DOOR SWINGS ARE INTERIOR DOOR SWINGS ARE �' / / / COUNTED FOR HINGES (LEFT/RIGHT), 2 -6 COUNTED FOR HINGES (LEFT/RIGHT), E O / AS VIEWED FROM THE EXTERIOR. AS VIEWED FROM THE HINGE SIDE OF INTERIOR DOORS (VERIFY). l9l \ \ \ \ • ////////////� M p DOOR SCHEDULE "20H" (SEE Si) "20H" (SEE Si) F Cam• Z N h+�l cA FRAMERS VERIFY ALL QUANTITY QUANTITY QUANTITY O 1LG \ s I O I p"I O ROUGH OPENINGS LEFT RIGHT TYPICAL \ 1 G 1 O DESCRIPTION REMARKS I 2.\ ` \ 9� v NUM. SIZE SWING SWING '� w z _ n • O \ O v� G� `�J G� �J �s`FS \ 1 EXTERIOR, OVERHEAD GARAGE DOOR PER ELEVATIONS INSULATED z J \ © © '�� DIRECT VENT>��z \ � 1 EXTERIOR, GARAGE SIDE DOOR INSULATED o TO OUTSIDE 2 3'-0"x6'-8"xl 3/4" _ \ \ \ �� DINING f n //// 'I //////////////////��////////�/� "71 P" • IN WALL. EXTERIOR, GARAGE ENTRY DOOR, SELF-CLOSING HINGES INSULATED, 20 MINUTE DOOR O I " MULTIPLE 2x6 3 3'-0"x6'-8"x1 3/4" 1 IG; SEE ROOF PLAN & TRUSS ENGINEERING. ^ STUD PACKS IN "20H" (SEE Si)S1) "20H" (SEE St) o � Z EXTERIOR, FRONT ENTRY DOOR, 3/4 GLASS INSULATED, TEMPERED GLASS u., I CORNERS FOR /�FA `� O F--i 4 3'-0"x8'-0"x1 3/4" 1 BEARING OF w I w H \ O n \_ �' am,_,,,' PORCH BEAMS. ° / 5 72"(w) x 96"(h) 1 EXTERIOR, VINYL "FRENCH RAIL" STYLE SLIDING GLASS DOOR XO INSULATED, TEMPERED GLASS ^H- z % _ �' "71P" IN WALL. - \°a ct 6 \ N �\ //, \ \ \ r� 7 ,,,4'-0" INTERIOR, INTERIOR, HOLLOW-CORE TEXTURED FINISH, PAINT GRADE O / 5'-7" 6'-11" /1'/ $ 2'-8"x6'-8"x1 3/8" 3 3 I I I INTERIOR, HOLLOW-CORE, "FUTURE" DOOR IN UNFINISHED SPACE TEXTURED FINISH, PAINT GRADE M 9 2'-8"x6'-8"x1 3/8" 1 N \ \ I \ N O \ 10 0 (2„ ��� \ \ a 11 I r\ /1 \�J `SFp NCC 12 4'-0"x6'-8"x1 3/8" 1 INTERIOR, HOLLOW-CORE, BY-PASS CLOSET DOOR TEXTURED FINISH, PAINT GRADE N I /\ I / \�2F B9 CO M w 2 INTERIOR, HOLLOW-CORE, BY-PASS CLOSET DOOR TEXTURED FINISH, PAINT GRADE % z /�/�`' \ SA M ^ ~ 1 3 5'-0"x6'-8"x1 3/8" m DW \ -10 0 1 14 2'-8"x6'-8"x1 3/8" 1 INTERIOR, HOLLOW-CORE, POCKET DOOR TEXTURED FINISH, PAINT GRADE N / s/n' ?CO // \l�s \ / LIVING © I \ o N 1 INTERIOR, HOLLOW-CORE TEXTURED FINISH, PAINT GRADE \ 0 co = 15 2'-0"x6'-8"x1 3/8" 1 _ 3 INTERIOR, HOLLOW-CORE TEXTURED FINISH, PAINT GRADE 00 O 16 2'-8"x6'-8"x1 3/8" 4 _ I 17 o I � �g �� KITCHEN z — N `° I O z z w in THIS HATCHING INDICATES: 18 "' N El w PLANT SHELF ABOVE DOOR, w 2x4 ISLAND WALL, \ 19 ±42"(h) (VERIFY) \ \ ADJACENTFPO CH (CEILING. o _ 1 a� 4' g" 8'-11" Y 18'-4" 2'-0 G "71P" IN WALL. 1.0 20 V . T / \ 1 T-0" /�16 �� 2 -$ /2 -1 ^P.i 4'-4" / 12'-8" TO STAIRWELL / %"I \\� \ SLOPE CONCRETE \ 15 N NET_, V0 6'-4" / 6'-4 TO LANDING EDGE OF DRIVEWAY BELOW LANDING AND STEPS __ / I TO DRAIN AWAY, AT WINDOW SCHEDULE PANTRY I\ iI 36"(w) REFRIG — — i I \ / SLOPE PORCH DECK MIN. 1/8" PER FOOT I ® - up - i W/ WATER; 36 h MIN. 2x6 WALL RAILS, 8C "306" ( EE S1) AWAY, MINIMUM I O N COUNTER DEPTH l > co ROOF B (DOWN) 1 8 PER FOOT O SHELVES 1 I CABINETS in _ 36"(h) HANDRAILS / " \_ \ \ FRAMERS VERIFY 9LL ROUGH OPENINGS ��\ I 2x6 �� \ \ i01," ) �\�� \ \ LTR. FT IN SIZE INCHES QUANTITY DESCRIPTION REMARKS \ \ \ • j//�//// 2xs NI o �ME� � �, d 36"O 'RAILS / "71P" IN WALL. I •S _1 \ - dir . ,w^ Z O 1 \ A 1'-0"(w)x6'-0"(h) 12"(w)x72"(h) 2 WHITE VINYL, FIXED PICTURE WINDOW SIDELITE INSULATED, TEMPERED GLASS O \ IG__ . o FA//�`'. W z Rj\�II�- 2 J 1�- B 3'-6"(w)x6'-o"(h) 42"(w)x72"(h) 2 WHITE VINYL, FIXED PICTURE WINDOW INSULATED I , „ J I X DOWN (17)R TOTAL w `� ��Z 3 "J 3 " "``' z z z 2 -0 11'-0" 2,78„ />-- Q 4 z o -/_ m o U DON TO WALK Q O N Ico / z _ I- TO BASEMENT BELOW 1 o �g M = ' 8 = C 4'-0"(w)xl'-6"(h) 48"(w)x18"(h) 1 WHITE VINYL FIXED PICTURE WINDOW INSULATED, TEMPERED GLASS co 13'-�" N x = w- AND DRIVEWAY\ N = ww¢w U / Cn I _ U I I I �zoa- w ►s/ w o vm O O z a s INSULATED o \\LtY w w J o0 N � in- D 4'-0"(w)x4'-6"(h) 48"(w)x54"(h) 2 WHITE VINYL, FIXED PICTURE WINDOW - N 13 = Q \ \ 1 ~ �,��o "' r> w 0 1 0 z oo F o INSULATED N O O co Cn O / Q ._ 0 co Z O E 4'-0"(w)x6'-0"(h) 48"(w)x72"(h) 5 WHITE VINYL, FIXED PICTURE WINDOW oI '� - ' 0_ ~ z o w \ © �+I BEDROOM-2 i c� Lb of o o a "' ooN N "� �, I N � oo °�° INSULATED .46, IN p W-' a w " 77 w w F 6'-0"(w)xt'-6"(h) 72"(w)x18"(h) 1 WHITE VINYL, FIXED PICTURE WINDOW _ _ o N O v rn �- ® \rn wo >> I \� \ N' (� CO 1 \ G w \ \CD I — _1,‘ M\ 2x6 \ 2x6 \ •\� n I \ .,..,_\ \ H f I 15'-8" 00 t)SA / 2—! 14'-O" "30B" (SEE S1) co l 14'-2" ROOF BEAM (DOWN) 2'-0'�, 6'-6„ EAST PORCH INSULATED X 7 1 O 4,�0„ s J 2'-0"(w)x4'-0"(h) 24"(w)x48"(h) 1 WHITE VINYL, OPERABLE, SINGLE-HUNG "71P" IN WALL. N I 1 6 1 6 j� (© SPLIT FOYER ENTRY): K 4'-0"(w)x6'-o"(h) 48"(w)x72"(h) 4 WHITE VINYL, OPERABLE, SINGLE-HUNG INSULATED \ ¢ 1I 6x6 PT SUPPORT POSTS, \ \ \ • '��'I'1 j - "' _ BOXED TO 8"x8". 24" - L 4'-0"(w)x4'-6"(h) 48"(w)x54"(h) 1 WHITE VINYL, OPERABLE, GLASS SLIDER (SEE ELEVATIONS) INSULATED rn OFFICE b CO �' SIMPSON POST ANCHORS. N 1-0 HALLJI-6"/ - 1 - N 0 1 \ 1 M 5-6"(w)x6'-0"(h) 66"(w)x72"(h) 1 WHITE VINYL, OPERABLE, GLASS SLIDER (SEE ELEVATIONS) INSULATED I i O � � N 16 5'-5" 3'-11 7" / 3'-10" / 2'r8JO : 10'-0" � N N 6'-0"(w)x3'-0"(h) 72"(w)x36"(h) 2 WHITE VINYL, OPERABLE, GLASS SLIDER (SEE ELEVATIONS) INSULATED \ O "`� 1 2 L J ii, E \ (/)0 6'-0"(w)x4'-6"(h) 72"(w)x54"(h) 3 WHITE VINYL, OPERABLE, GLASS SLIDER (SEE ELATIONS) INSULATED o w i of » " ELEVATIONS) INSULATED 8 N N cV cD LINEN SA co v = `0 P 6'-O"(w}x5'-6"(h) 72(w)x66(h) 1 WHITE VINYL, OPERABLE, GLASS SLIDER (SEE E ) LAUNDRY\ N SHELVES r N p co / cp \- O In „ Q I w \.. �- I y , 9'-0" 16 , n \ \ •\ %lul//////�// . \ \ n C R r o _ I o BAT__H-2 S �I w � Q % ) i-_i zo o O 1 11 1 Q0 16 N N N LL ~O O=i Fmi L_-JLiLI > _x -- "71P" IN WALL. 0 T _1I—= // a I N m WC e d' o ~ CI I— w O U I `n ro +I F- LAV N o > o= / a v M '0R ^ in ��� /- 2x6 \ \ \ \ ly N Provide whole house fan per IRC N -� ` 7'-i" _ w . N O \ Q ID N WALL FRAMING NOTES : M1507.3.3 1 i �, I z 0 WC f6' SOAKING TUB I +I _ O SEE STRUCTURAL ENGINEERING PLANS AND/OR CALCULATIONS. MASTER SUITE REFER TO ENGINEERING FOR ALL STRUCTURAL REQUIREMENTS, PRIOR TO CONSTRUCTION. PO I \c° ;I, `� �� 8'-8" 'n I - z ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS 16" ON CENTER (O.C.). �, 7'-2" /16_6� 16 �_ W `� ® 16" ON CENTER, EXCEPT \ \ '`D o = OK \ > ALL INTERIOR WALLS TO BE FRAMED WITH 2x4 STUDS j \ �- ±I " W WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). - Q w o w CLOSET `� " rY SLOPE FLOOR SURFACE OF ANY EXTERIOR LANDINGS, DECKS, PATIOS, STEPS, WALKS, DRIVE, etc. j N 16 �' BATH-1 O. N I I ALL AT MINIMUM 1/8" PER FOOT, FOR DRAINAGE AWAY FROM HOUSE AND FOUNDATION. _ z o;-- j ' 1 , 14'-2" % 0 1 W_ FOR TYPICAL WINDOW FRAMING HEIGHT(s). cc I 2 5L J 5'-7"\ Jr 7'-1" / SEE EXTERIOR ELEVATIONS AND DETAILS c C \ 2„ N i „ » FOR GIRDER TRUSS OPTIONS.LOCATIONS, Q ELECTRICAL SUB-CONTRACTOR TO VERIFY LOC ATIONS AND INSTALL BOTH SMOKE AND t36 x60 (VERIFY WITH TRUSS ENGINEERING). % Cf CARBON MONOXIDE ALARMS WHERE REQUIRED BY CODE. S� E" -co /////////// /////// \` \ Qo• SA - INDICATES SMOKE ALARM \ • \ \ SEE IN WALL. \ �I I _ Qo• CO - INDICATES CARBON MONOXIDE ALARM (REQUIRED ON EACH FLOOR). cI° SEE ROOF PLAN & \ " OH" (SEE s1) M R M R `� TRUSS ENGINEERING, \V �� T\ Drawn by �\ I O JMC 0 SEE DOOR SCHEDULE ON THIS SHEET. C INDICATES DOWNSPOUT LOCATIONS FOR PLATE HEIGHT KEY A SEE WINDOW SCHEDULE ON THIS SHEET. 2'-9 1/2" 7,_3,, / ALUMINUM GUTTERS AT ROOFS. FOR WALL FRAMING Date: 2'-1 1 1/2/ / 10'-0 1/2" / VERIFY NUMBER (10 SHOWN), & LOCATIONS. (1ST FLR WALLS) Rev 01/19/21 B; INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE (SEE EXTERIOR ELEVATIONS) 7'_O°° 13 -0 WIDE CANTILEVER 14'-0" 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT SEE WINDOW SCHEDULE ON THIS SHEET. / / /2'_O"/ ������/ 1ST FLR EXTERIOR WALLS, BEARING ON Scale: ' „ CONCRETE FOUNDATION STEMWALLS BELOW. 1/4"=1'-O" u.n.o. /2'-0" 34'-0„ � 38'-0" / �\\\�� 9'-1 1 f4" PLATE HEIGHT (TYPICAL) AT OTHER / 1ST FLR INTERIOR/EXTERIOR BEARING WALLS. Sheet#: SEE FOUNDATION & FRAMING PLANS FOR Approved residential sprinkler system WALL FRAMING PLAN ( 1ST FLR) SUPPORT AT THESE BEARING WALLS. 7 per NFPA 13D required, prior to 1/4" PLATEHEIGHT (TYPICAL) AT INTERIOR NON-BEARING WALLS. framing inspection. 04 1 2 3 5 10 PLATE HEIGHTS ARE ALL BASED ON THE DISTANCE FROM TOP OF SUBFLOOR or SLAB AT LIVING AREA, of Sheets UP TO TOP OF WALL FRAMING AS NOTED. Scale: 1/4"=1'-0" ROOF FRAMING NOTES : Revisions/Date COMPOSITION SHINGLE ROOFING 50 YEAR MINIMUM OVER 15# FELT MINIMUM 7/16" APA RATED OSB ROOF ENGINEERED ROOF TRUSSES © 24" O.C. TYPICAL UNLESS 18" RAFTER TAILS SHEATHING (TYPICAL) NOTED OTHERWISE. LICENSED WASHINGTON STATE TRUSS ON ENGINEERED TRUSSES MANUFACTURER TO VERIFY TRUSS LAYOUT AND FURNISH WILL BE TRIMMED FOR SEE PLANS AND ELEVATIONS = TRUSS DESIGN WITH ENGINEER'S SEAL. / FINISHED OVERHANGS / TO VERIFY ROOF PITCH(es) NOTED EOTHDERWISE. LICENSED WASHINGTON I STATESS 18" OVERHANG/RAKE 12 TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT TRUSS MANUFACTURER MUST DESIGN TRUSSES TO MEET _-- INSULATION BAFFLE AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL. GABLE END TRUSS ♦----VARIES WITH 1 1/2" TRUSS MANUFACTURER MUST DESIGN TRUSSES TO MINIMUM LIVE LOAD REQUIREMENTS PER CODE. 0 SON MINIMUM AIR SPACE MEET MINIMUM LIVE LOAD REQUIREMENTS PER CODE. �xI 11 �1 OF Q R-49 BLOWN INSULATION TYPICAL IN ATTIC SEE ELEVATIONS TO VERIFY ROOF PITCH(es) AND MINIMUM "338" (SEE Si) MINIMUM "33B" (SEE Si) � R OVERHANG LENGTHS. ROOF BEAM (DOWN) ROOF BEAM (DOWN) SEE EXTERIOR ELEVATIONS TO VERIFY ROOF PITCH(es) AND v �Es -'��:• OVERHANG LENGTH(s). 2x4 VENTED _ _ � A&A&A& A&� A&A&A& A&� A&A&� A&A& A&A ^ BLOCKING N - = SEE FOUNDATION PLAN AND WALL FRAMING PLANS TO TRIM AWAY HATCHED SECTION OF TYPICAL �* 1/ TOP OF PLATE w 3 ti o i,,i RAFTER TAILS AS NEEDED FOR SUB-FASCIA AND FINISHED SOFFlT � \ �� w� VERIFY ALL DIMENSIONS. SIMPSON H-2.5 HURRICANEr:::::: v CD - MATERIALS. VERIFY LENGTHS ON-SITE. w� TIE TO EACH TRUSS WITH 1/2" HD GWB AT BASEMENT CEILINGS (U.N.O. as UNFINISHED) rmn� m CONTINUOUS ALUMINUM GUTTERS — iit (10) 8d NAILS EACH. II� �� =O °VO V 5/4"x8" FASCIA BOARDS TYPICAL yo„. p (2) 2x6 TOP PLATES TYPICAL. � Z� � ALL STACKS VENTS TO REAR OF ROOF WHEN POSSIBLE. � LAP SPLICES 48". MECHANICAL CONTRACTOR TO VERIFY MECHANICAL LOCATIONS OPTIONAL 16" VENTED ► AND LAYOUT, UNIT SIZE, GRILL SIZES, AND DUCT LAYOUT TO '( •--0 HARDI-SOFFIT OR OTHER •rl N CEMENT BOARD PANEL SEE FRAMING PLANS AND MANUFACTURER'S SPECIFICATIONS AND TO •MEET CODE. C\1 SOFFITS TO FIT BETWEEN ENGINEERING TO VERIFY VARIOUS o= , = CO WALL SHEATHING AND FASCIA HEADER SIZES AND LOCATIONS. SEE EXTERIOR ELEVATIONS TO ROOF VENTILATION WITH RIDGE VENTS AND VENTED SOFFITS > PAINTED Z-FLASHING OVER VERIFY PROPOSED HEIGHT FOR TO MEET OR EXCEED CODE. 5/4"x6" HEAD TRIM AT WALL WINDOW/DOOR ROUGH OPENINGS. ^ OPENINGS (VERIFY WITH z - ♦ �����������A �����'/ SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES TO 1 �• cn r� ELEVATIONS) g "20H" (SEE S1) "20H" (•EE Si) �/� E C..• r \ GIRDER TRUSSES, BEAMS, AND/OR LEDGER BOARDS (SIZED cd C: ^ `` \ \ AND PROVIDED BY TRUSS MANUFACTURER) (� " cd N W� 2'ti�\\\ ALL TRUSS BRACING PER WTMA GUIDELINES. >� �� sFFv v L tO r--+ V Z \ I- ii M \� II II II II iI DIRECT VENTII ; ' F- u \` � "20H (SEE Si) "20H (SEE Si) TO 0 V IDE! i\ vy ii ��I�i �A M /������O O���!!!l����� „71 P" BELOW ^ 12" OVERHANG/RAKE 1 O �� �� N z w L GABLE END GIRDER TRUSSAlL J L J L J L J L JII _ ° EXTERIOR INTERIOR - 1ST FLR z _--— — wII .. U c� ;_c ;_c iii,, Ar /`19�,¢ � II "71P" BELOW it -J Ca.) < �" L.L d `r�iI�I; t 0 J = N w (D W > '//// J co I O m - 1 Y Z / r i \ in 1 5/4"x4" TRIM BOARDS TYPICAL p w Z \ / \ N N AROUND ALL WALL WALL OPENINGS yi� 0 - \/ \ c _ Z EXCEPT WHERE NOTED OTHERWISE �°"I -1 /\ \ J _ _ 2x6 STUDS ® 16" O.C. _ a % \ o w '�` AT EXTERIOR WALLS. - O :/ \\ o li�� (INTERIOR WALLS 2x4 ® 16" O.C. U.N.O.) \ i m _� ENGINEERED WOOD I-JOISTS. 0 . /1/2" GWB TYPICAL FINISH INTERIOR WALLS jjj,,, 1SIDING AS PER ELEVATIONS TYPICAL. �+` (U.N.O. as UNFINISHED) SEE FLOOR FRAMING PLAN(s) TO VERIFY 0 SIZE, SPACINGS, AND LAYOUT.TYVEK HOUSE WRAP ( APPROVED EQUAL) '� or R-21 BATT INSULATION - OVER 7/16" APA RATED OSB WALL I' '� TYPICAL IN EXTERIOR WALLS R-30 BATT INSULATION TYPICAL IN FLOOR j v,/U SHEATHING TYPICAL UNLESS NOTEDWHERE REQUIRED OVER UNHEATED SPACES �� �� i 3/4" T&G EDGEGOLD SUB-FLOOR ASSUMED TRUSS LAYOUT WITH ENGINEERED - - �: OTHERWISE (VERIFY WITH ENGINEERING) - 2x6 BOTTOM PLATE GLUED AND NAILED TO EACH JOIST (SEE PLANS) TOP OF SUB-FLOOR pROOF TRUSSES © 24" O.C. TYPICAL. / PAINTED Z-FLASHING OVER 5/4"x10"� pl n n - BELLY BAND (VERIFY WITH ELEVATIONS) VERIFY ACTUAL TRUSS LAYOUT WITH TRUSS �\o J W I Lr) ENGINEERING. 0 1 Y Y TOP OF PLATE -I` INDICATES DOWNSPOUT LOCATIONS FOR J N "71P" BELOW ALUMINUM GUTTERS AT ROOFS. 1 1/2" HD GWB AT BASEMENT CEILINGS (U.N.O. as UNFINISHED) VERIFY NUMBER (10 SHOWN), & LOCATIONS. "30B" (SEE Si) ,� � 11 ROOF BEAM (DOWN) (2) 2x6 TOP PLATES TYPICAL ,�® LAP SPLICES 48". '�\9 — — J 11 [ --- "Ili PAINTED Z-FLASHING OVER 5/4"x6" SEE FRAMING PLANS 11 AND \\•1 { HEAD TRIM AT WALL OPENINGS ENGINEERING TO VERIFY VARIOUS I Irr "71P" BELOW IiI II V. HEADER SIZES AND LOCATIONS. 0 VERIFY WITH ELEVATIONS) a, r I I( SEE EXTERIOR ELEVATIONS TO %////AN''1 r rI VERIFY PROPOSED HEIGHT FOR I r r z �111 / C9 w MECI-IANICAL WINDOW DOOR ROUGH OPENINGS. ^ w 80L LEDGER coa co EHASt� ,I 3 czi Ce a o j I- Lce -1I '.A L" 'I a EXTERIOR INTERIOR - BASEMENT W O J Z co w 0 0 3 �3 J O i w f= = NpI-V' 4--J--1--1--1--1--1--J--� co =I W c ^ - - - 5/8"x10" ANCHOR BOLTS © 48" 0.C. TYPICAL (UNLESS NOTED OTHERWISE ON _1 N r r r r r in 3 '� mm a PLANS, OR PER ENGINEER'S SHEARWALL SCHEDULE). THERE SHALL BE A MINIMUM A w II 1 " � m �r o ... OF (2) ANCHOR BOLTS PER PLATE SECTION, WITH (1) BOLT LOCATED NOT MORE 0 ^' m E. ce THAN 12" AND NOT LESS THAN (7) BOLT DIAMETERS FROM ENDS OF EACH PLATE I- A©� _ _ o rn SECTION. BOLTS EMBEDDED MINIMUM 7" INTO CONCRETE. I- ® N a I N �I/� WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS SHALL W I \ r col I"m HAVE (1) ANCHOR BOLT LOCATED IN THE CENTER THIRD OF THE SILL PLATE, WITH = �N I;� SEE STRUCTURAL ENGINEERING WALL CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. L LA FOR HAND-FRAMED RAFTERS WALLS 12" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS CAN 10 BE CONNECTED TO THE FOUNDATION WITHOUT ANCHOR BOLTS, WITH WALL J - OPTION AT FRONT PORCH ROOF. CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. iJ % li VERIFY WITH TRUSS ENGINEERING. ALL ANCHOR BOLTS ALONG BRACED WALL LINES REQUIRE 1/4"x3"x3" STEEL PLATE 0 L O 1 L WASHERS U.N.O. ON ENGINEERING. PROPERLY SIZED CUT WASHERS ARE PERMITTED I- II FOR ANCHOR BOLTS IN WALL LINES NOT CONTAINING BRACED WALL PANELS OR IN w ♦ ��������Oi BRACED WALL LINES. MLLJ p! - QI "71P" BLOW "30B" (SEE S1) 5/4"x4" TRIM BOARDS TYPICAL I m _ ROOF BEAM (DOWN) AROUND ALL WALL WALL OPENINGS - I ATTIC CGE$S I ^ EXCEPT WHERE NOTED OTHERWISE \\:� > �' 2x4 INSULATED BASEMENT WALLS or WALL SHELF WITHIN CONDITIONED LIVING AREAS ABOVE, FRAMED OUT INSIDE OF \ N I I w CONCRETE FOUNDATION WALLS, WHEREVER FOUNDATION WALL AND/OR EXTERIOR GRADE BEYOND ARE ABOVE THE BASEMENT r rL� Jco SLAB, WITH MINIMUM 1/2" AIR SPACE BETWEEN 2x4 WALL AND CONCRETE FOUNDATION WALL. 4 - -/h _ 2x6 SILL PLATES MINIMUM. VAPOR BARRIER OVER INSULATION TO MEET CODE. I © I , ' I N (ALL WOOD IN CONTACT WITH VERIFY WALL/SHELF HEIGHTS (vs. FULL HEIGHT INNER WALLS) WITH WALL FRAMING PLANS AND/OR FINISH DETAILS ON-SITE. / — N CONCRETE TO BE PRESSURE-TREATED) IN A ROOM WITH MULTIPLE CONCRETE WALL STEPS, SET WALL/SHELF HEIGHT TO HIGHEST CONCRETE WALL ELEVATION FOR 8 0 EACH WALL TO BEST FINISH OFF ROOM INTERIOR. Z TOP OF CONCRETE/BOTTOM OF SILL PLATE/SIDING ik -<_ 8"(w) CONCRETE STEMWALLS TYPICAL I I II I -, / \ n ° (l , _ ,,i PROVIDE MINIMUM (1) #4 HORIZONTAL REBAR IN TOP 8" OF FOUNDATION WALLS ' I • FINISH-GRADE AGAINST FOUNDATION -1-1-. > UNLESS NOTED OTHERWISE ON FOUNDATION PLAN AND/OR ENGINEERING. 4 II I �FY�I`--== % }�- 1 4" CONCRETE SLAB(s) ON COMPACTED FILL, PER FOUNDATION PLAN i i = O i i z 0 %0 SLOPE GRADE AWAY FROM FOUNDATION w [L ° Wf AND STRUCTURAL ENGINEERING. w - '/e 1===k LI 5 ' -- 1 Lai "71P" BELOW L-- I J (/7 > > d ° Q0INSULATION TYPAL WHERE REQUIRED AROUND w z 1 >\ AND UNDER ENTIRE SLAB BELOW CONDITIONED LIVING AREA. TOP OF CONCRETE BASEMENT SLAB ` \ ce cn I I I a 1 o II 12° I \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ c w z w ,- Ia r� \ J .. 0 = II /\/Li_/\ /\ /\ /\ /\ /\ /\ /\ /\ /\ / / ° 1 , �>\\\\,\\\\\\,\\\\\\\ \ Z o -- •D N c� t AID LJ- / \/ /� /� / J E r" I y CONTINUOUS PERIMETER FOOTINGS WITH (2) 0 > I�,• a ° #4 REBAR CONTINUOUS (TYPICAL U.N.O. ON -- c�a 3J d �rn FOUNDATION PLAN AND/OR ENGINEERING) BOTTOM OF FOOTINGSJ w — I 1 z Q N 4" RIGID TIGHT-LINE DRAIN. ° , \/ \\\\\\\/\\\ / FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL DAYLIGHT TO GRADE. \\\\\ REBAR FROM FOOTINGS AT NO MORE THAN 48" O.C. WITH A STANDARD HOOK I O r---1 3" CLEAR OF BOTTOM-OF-FOOTING, AND EXTEND UP INTO THE STEMWALL "71P" BELOW FILTER FABRIC SURROUND. OF a 1 I Q li_ CD 4" RIGID PERF. FOOTING DRAIN WITH / 5"/ 8» / 5"/ VERTIC THE AL STEMWALL"RENFORCE ENT THAT UP INTO THE IS or INTERRUPTED BY WAR OF LL OPENINGS ��OF WALL. ■ w 5 L__J "80L" LEDGER N J (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL =_ �� - - 0 12" MINIMUM OF DRAIN ROCK COVER. REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH SIDE OF % j -Ir 7 r 7 r 7 r 7 r 7�1$ THE WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED � �I�I __„.--Tr 12"iOVERHANG/RAKE�I�I I I I I I� o CL I— DAYLIGHT TO GRADE. / / II I I GABLE END GIRDER TRUS II II II II II II r TYPICAL UNLESS NOTED / 1 OTHERWISE ON FOUNDATION IN STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH r/7I CV PLAN AND/OR ENGINEERING. THE ADDED VERTICAL REBAR ABOVE. VERIFY.) - / ,Ir i% i% 7� .& I I Ur Or IV IV 6V I �IiI� �. FOOTINGS TO REST ON VERTICAL REINFORCEMENT GRADE 60 MINIMUM. ` 1. \ \ �� 20H" (SEE S1) i UNDISTURBED SOIL. I 1 ���� L1 1 I I ll 1 L -I GABLE END TRUSS r Drawn by "71P"I1JMC BELOW I I I AT TWO LOCATIONS, FOR 18" OVERHANG/RAKE GIRDER TRUSS OPTIONS. (PRELIMINARY SHOWN: Date: VERIFY NYOUT WITH Rev 01/19/21 TRUSS ENGINEERING). \ E\ TYPICAL WALL SECTION Scale: \$ \ Scale: 3/4" = 1'-0" 1/4"=l'-0" u.n.o. Sheet#: 8 ROOF PLAN 0 1 2 3 5 10 4 - of Sheets Scale: 1/4"=1'-0" INTERIOR STAIRS: I Revisions/Date AS DRAWN (9'-1 1/4" BASEMENT + 11 7/8" JOISTS + 3/4" SUBFLOOR): -�f TYPICAL TREADS EQUAL 1510" EACH (RISER to RISER). ,---- 112 \ STAIRS (BASEMENT TO 1ST FLR): � --r'� 4 (17) TOTAL RISERS; EQUAL WITHIN EACH FLIGHT TO MEET CODE (MAXIMUM 7 3/4" RISE). am--- 121.875" FRAMING TOTAL RISE/17 EQUAL RISERS = 7.1691" each. �''� ATTIC BUT, VERIFY ALL FINISH FLOORING FOR STAIR TREADS AND LANDINGS ABOVE AND BELOW, AND ADJUST RISER HEIGHTS PER EACH FLIGHT AS NEEDED TO MEET CODE. / 1'-6" / (2)-2x12 STRINGERS AT 16" O.C. 36" HIGH HANDRAILS TYPICAL. MAINTAIN MINIMUM 6'-8" FINISHED HEAD CLEARANCE IN ALL STAIRWELLS. TOP OF PLATE ® __._ TOP OF PLATE \ O 7 7 1 INTERIOR PLANT SHELF ABOVE U SEE ENGINEERING FOR INSET WALL AT FRONT PORCH. MINIMUM HEADER OPTIONS, SEE ENGINEERING FOR 'Ci I H VARIES BY LOCATION. MINIMUM BEAM OPTIONS, (UP) in •� N W FLUSH W/ PORCH CEILING. (Ni = 000 BEDROOM-2 0O BALCONY STAIRWELL- i' Ix ? 01 J LIVING ROOM BEYOND n 0 TOPct c-• 'x ^ 6' OF PLATE 2x6 WALL RAILS, MINIMUM 36 (h) \ \ a cz; 6) SPLIT FOYER PORCH VD NI 3/4" T&G EDGEGOLD SUB-FLOOR ENO STAIR LANDING AT SPLIT FOYER TOP OF SUBFLOOR GLUED AND NAILED TO EACH JOIST /alp d STAIR LANDING J ao \ (LIVING AREA) S w N Z cp v� "' II SEE FLOOR FRAMIN PLAN o 5 o \ TOP OF PLATE =_ rx n n n n n n n n n n n n n I ' / O 'N c__ STEP DOWN ±1.5" �_-_� z AND SLOPE PORCH a I _ DECK MIN. 1/8" PER o z Nc-- FOOT TO DRAIN AWAY. a, 12 _7 w VERIFY PORCH `` G -- 3/4" T&G EDGEGOLD DECKIN W/ OWNER. ao �``' SUB-FLOOR GLUED AND ~ 0o za %'\\S)�\`N L NAILED TO EACH JOIST N 1 ,*' -_- TOP OF SUBFLOOR SECTION (SPLIT FOYER STAIR LANDING)d- ( F BEDROOM-3 BASEMENT o w '74 N \� m _1 r-'0 illi L ' —; T 1,,,,,,- H II2x10 C�? 12" O.C. PT DECK FRAMING & 9 Scale: 3/8" = 1'-0" 0" BASEMENT WALLS (SOME FUTURE'): , g Z LEDGERS PER PLANS 7--)2x4 INSULATED BASEMENT WALLS or WALL SHELF _ CONCRETE LANDING IN- 71 WITHIN CONDITIONED LIVING AREAS, FRAMED OUT & ENGIN. AND STEPS BEYOND. NOTES AT CROSS SECTION(S) ARE TYPICAL INSIDE OF CONCRETE FOUNDATION WALLS, CLOSET BEYOND SEE PLAN AND FOR ALL CROSS-SECTIONS AND DETAILS WHEREVER FOUNDATION WALL AND/OR EXTERIOR EXTERIOR ELEVATIONS. EXCEPT WHERE NOTED OTHERWISE. GRADE BEYOND ARE ABOVE THE BASEMENT SLAB, SLOPE EACH AT i Irk _ --�� WITH MINIMUM 1/2" AIR SPACE BETWEEN 2x4 WALL = .- r� > MINIMUM 1/8" PER FT. TOP OF SLAB SLOPE FINISH GRADE AWAY '. I AND CONCRETE FOUNDATION WALL. „1 SLOPE GRADE AWAY TO DRAIN AWAY. II I VAPOR BARRIER OVER INSULATION TO MEET CODE. �I TOP OF SLAB \ (LIVING AREA) ..1f. AO _ _ ° 1� �� (LIVING AREA) \ \ DR I IVE I I •�....� e...v.� e:.s� s.s� s....� s:.....ms es� s: r:.....� w...� . :. s� ©...,,,,,.,.... e: i� aa�..:,,,,,,,,,,.,.. .....,:...� �se�i�°°:...///1Vw's'eSe4®�\..:...///�i's's'eS�®\..::...///��'s's'eS4®�\..::...///1�'s's'w4AO�\..e:..///��'s's's'aAO�\..::....�/1�'s's'eS�eAO�\..:...///�i's's'eS�®\... t ..: ta.......///�i'e'e's49•e2e.......///��'e'r'r'eSZe......... sus's'eSeOO�\...........eeee43�\.......///�i's's'es?...............sseS9........../// ®���1.....//� 70:iiiiith,-. � 'Il Ir., � _ BEYOND; SLOPE AWAYI ,��� , : „II, j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j \ \ \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/`A \/\/\ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ •ll . I t%:� _�I • \�vA�vA�AA/ w1v-�wlwwwwwly/v w\ vw/wwwlywwww�w. /v -- w-, Omit insulation under �wwlw-www�ll\-w/wlwwyv/,vAwA�� �I ,. GARAGE SLAB yEYOND IS STEPPED DOWN • ��•t! .;�I• /////////// SEE FOUNDATION PLAN AND ///////////<:II` s. . 6 BELOW THIS LIVING AREA SLAB. � ��.. �.�I v�vv�vv�vv�' thickened load vv�vv�vvv ..�•• ••' �.rio 1 \j/\�\j SLAB PADENGINEERIN FOOTINGSG bearR ing �/\/\/\� utr .•�� aslab. _ v v 1 s VERIFY EXCAVATION DEPTHS ON-SITE. 4" CONCRETE SLAB ON COMPACTED FILL, PER PLANS AND ENGINEERING. \\j\\\�'\�//��/%y�/� FOOTINGS TO REST ON UNDISTURBED SOIL. BASEMENT SLAB IS UNDER BOTH LIVING AREA AND GARAGE. R-10 RIGID INSULATION TYPICAL WHERE REQUIRED AROUND PERIMETER AND UNDER ENTIRE SLAB BELOW CONDITIONED LIVING AREA. /� r/f ATT I C \ TOP OF PLATE `lr-ram _ `_ PANTRY KITCHEN LIVING DINING BEYOND (CABINETS, ISLAND etc. NOT SHOWN HERE) T 0 CU) z 0 I— CD TOP OF SUBFLOOR LJ ao (LIVING AREA) C ) i\ I LIVING AREA BEYOND, of Cl) TOP OF PLATE II CANTILEVERED 2' (/) CD CD G SECTION o 9 Scale: 3/8" = 1'-0" GARAGE T In NOTES AT CROSS SECTION(S) ARE TYPICAL FOR ALL CROSS-SECTIONS AND DETAILS EXCEPT WHERE NOTED OTHERWISE. Drawn by: JMC LIVING AREA SLAB, Date BEHIND SECTION VIEW Rev 01/19/21 TOP OF SLAB , (LIVING AREA) IIJ. l Scale: ^ \ SLOPE FINI �I . - - . . . u: 3/8"=l' 0" u.n.o. TOP OF SLAB I : .II- \\ \ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ � it : Sheet#: (GARAGE) 11• /\/ \ \ \ \\/\ \ \ \ \ \/\ \ \ \ \ /\ \ \ /\ \ \��\ / \ ���/ \ \ \/\ \ \ \/\ \��\�\�/\�� \��\�� �\// 'II.. . J 9 VERIFY EXCAVATION DEPTHS ON-SITE. FOOTINGS TO REST ON UNDISTURBED SOIL. Of Sheets _ _ _ _ Foundation 1/8" = 1' 1P Lower Level Walls and ; ' Ulmer Level Walls and • Structural Callouts©— Copyright ConstructionCalc, Inc (CCI) - - - - - - ---- — —-- Floor Framing ==_-- = J L J J L -No holdowns required. / 1'= � � � � � All slabs are 95S Upper 'n � L0 r TOT r r 1 > � 1 � � Roof Framing 1/8" 1' 0 PA Per Architect - - ° Igoo op 1 8" -All interior floor sheathing I -Roof diaphragmis 11R , eir, D -- - • �3'FP � ! � 358 vu pu � ; at; � typ• * Structural Item: This item and related connectors shall be per architect/designer. I _ Ii is 12FD,typ. Vrip -Trusses and layout are OPA, �`(� 4 I • 35 g -Stair framing per Arch and 8 RF OverFraming-Roof , typ 9w 7 * Ridge: Use min., 2x6 supported with vertical kickers at 6-ft max spacing. One end of ridge • b. code min. :liethel • ma be supported on valleyboards. - , - -- Y PP - __ - �� y- - -Deck decking is 13DD,typ. Ridge Support Kickers: max spacing=6 ft. If bearing on roof sheathing between trusses or - `" © zoH.. 2 NJ * rafters,bear on min.,2x4 block connected to at least two trusses or rafters. Use the followingI- __�____._.__.___--. `.; _-_ , 9 size depending on kicker length: F \ \_ f! •,., 4% - - Length=0 to 6 ft,use 2x4 - - _______ _ _ _, _ _ t ��= = -_� _ _.-:'1 I 4ib • 4- ___-_.__ . it „as __ - Length=6.1 to 12 ft,use 2-2x4 or 4x ;., T w� I I 4-T- Rafters: Max spacing=2 ft. Connect to ridge with face nails,or A34 clip, or hanger. Connect `1 • 40 -In • - - - - -- ' v ���` , __. ___._______ r * to valley board with A34 clip. Use the following size depending on true length rafter span: '; 1 �3b 8 I I 7 B :r I 3 1 -- - Tf• r , Span=0 to 7 ft.,use 2x4. '7 I O'� - San=7.1 to 10 ft,use 2x6. ^' \I (� V) °� ��� 8 RE 20 P - San= 10.1 to 13 ft,use 2x8. I I 0 P - - - 95S - Span= 13.1 to 15 ft use 2x 10. * Valley: Use min. 2x8 flat. Connect to each truss or rafter with min., 3- 16d. �J A 7 if * Roof Sheathing: Use 11 RD. T III ,6 3 4 8 --- IS - 11 RD Roof Diaphragm ^ of a -- - T Shear Capacity: Good for Eh-230 plf- seismic; Eh 322 plf-wind. Max aspect ratio 3:1. ,_ • © 9 B ___ Ili * Framing: Trusses or rafters. 2x at 24"OC,maxk , I�, ,� �` --� _____- * Framing Connection at Support: ___ 1 I i, rNi: `k ; F 2 i i� - — — -- — gzI' P g ---------- - Where connected to shear wall, connect per shear wall callout-top of wall. ' I 2 ql{- - - ---- ---.._ - -; -- - , (`taus - Where trusses or rafters connect to beam,use H2.5, or A34 with screws,or similar,typ _ ti J- - r At ledger, connect per ledger callout. TE 1_ y ;� 6 _ ;.: .::.::N... N/ _- 1/4r ®� ___ „ . m 1 I u At- t * Sheathin • 7/16"min., OSB or CDX plywood. a oILI. - __ I "LJ .. * Sheathing Layout: Case 1 per IBC 2306.2.(1) Awe:---.- •--''q:I ,40 0I I �� �••�•�X. V=___ --- ` * Nailing:_Use 8d at 6" edges, 12" field. I :,, _,-.—._.1 ,TO n; '' 1 t` I VIP+ �,iii �' i�-- if ___ * Blocking: Not required except at supports and at connections to shear walls below. l `� 21 �., 2FT+ r: I • �� O. 12 FD Floor Diaphragm i iad I m R L * Sheathing: With joists at 24" or 19.2" OC,use min., 24 oc rated, APA Sturd-I-Floor; either ;;�_.�T__ _ _ _ "— _ I ^ yn " 3/4" species group 1 or 7/8" species group 4. May be OSB or plywood. Good for 130 sf, TL � :•:`: = n� • ,' r •;`e� ` 4 =`=13 /_ _ ,a R u -- +a u- N.N.N. P P P gr P Y PYw P =' ::Ly. _ �.<:_.. I. 0 1 ��t • I @ L/360 deft. Q O * Sheathing: With joists at 16" OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19/32" I ,. - -� thick. Maybe OSB or plywood. Good for 245psf TLL/360 deft. 7 .I r , ,� 2°� P Yw @- a.. +r.' - 1 * Sheathing Layout Case 1 per IBC 2306.2.1(1) `" I _ _ - Orient sheets continuous over two or more spans,with the long dimension across supports. - • ti TYP r * Nailing: Glue, and connect with 8d ring shank nails or#9 screws, at 6" edges, 12" field. q i f * Blocking not required except at supports (beams) and connections to shear walls below. • -I I • °1i^�ft, ty - 2 Ta,+4 yes IP �.T• 1-4 19..11:' .5:-5) 13 DD Deck Diaphragm - —— - - - — - �� ,� -_7 ---- - _ - - i4- * Decking: Use wood or composite deckingper Arch.,min. actual dims: 3/4" x 3.5". •'- • •�. _ ' -. • _ .."- J.�. I L• ,- `--- = - — ec o " ' 4 * Decking Attachment: Use decking screws, length to ensure 2"min., embedment into framing L-- �-' 0 /VIJ\ - 4• 4 xxxxxxxxxxxxxxx©al 0 below. AT* - Use 2 screws per deck board per framing member. At decking splices, center splice over • framing menber and use 2 screws per spliced end. * Blocking: not required except at support beams. , -___._ 16 F F Floor-To-Floor Hold own 92 FT Footing,Thickened Slab * • Min.,Capacity: Good for 2490 lb tension. * Footing: Use a monolithically poured thickened slab_ - - Strap: Use CS 14 vertical strap applied to outside of wall sheathing. Attach to 2x studs lined - At interior locations, footing to be min., 8"tall x 18" wide at bottom.Height may include slab - . • *• e- with 1 0d - - height ifpoured monolithically.up above and below rim joist. Fill all nail holes lOd. _- If strap falls on header or beam below,nail to header or beam and wrap around bottom if - At exterior locations footing to be min., 12" tall x 12" wide at bottom. Height may include slab ' Headers _ Joists and Rafters necess • height if poured monolithically. Default header material is Doug Fir No. 2 or better Default rafter or deck joist to beam connection is cont or skip blocking and H2.5, or H1, or A34 with screws. End Distance: 16"min. to each upper and lower studs. Approx total length= 32"+depth of * Longitudinal Rebar: _ T__-- 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration Default sawn material is Doug Fir No 2 or better. - * „ floor system. - At interior locations,use 2,#4 continuous, 3 from bottom. - - Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Default sawn face mount hanger is U, LU, or LUS. Use sloped I skewed where appropriate. 'or locations use min. 1, #4 continuous 2" from topand min. 1,#4 continuous 3" --------- -- --- ------- - ------- - - At exterior 80 L Ledger-Roof Diaphragm - _-_-_ -- --_ --- Default_ __ _ --Detail- - Default King Stud,opening 6-feet wide and less use 1,full height stud each end (plate to plate.) Default deck joist hanger is U or LU (not LUS)with gale screws(no nails.) frombottom. I ---- - - - - - - - - - -- ---- -- - - - -- --- - - - - - - - - - - -- --- - - - - - • - - - -- ----- -- ----------- -- ---- -- ------ Ledger Connection: Where a ledger is called for below,if connecting to rim or header,use • - - Default King Stud,opening wider than 6-feet, use 2,full height studs each end (plate to plate.) Default sawn top flange hanger is JBA, LB, BA, or B(welded app, use LB, BA,or B) * SDS,or LedgerLOK at max 12" OC, staggered. If connecting to studs,use 2, SDS or D80 Underslab Insulation: May use XPS or EPS rigid foam with min.,25 psi compressive strength - --- -- ---- - - - - _ - - - --- --- __ - __ - ----- - - - - --------- under thickened slab footing. If used,provide and installper insulation manufacturer's - Trimmer,each end King Stud,each Any national Hoist brand, equal or stronger may be substituted LedgerLOK per stud. * - - -- - -- ---- ---- ------- -- -- --- ------ - -- - - ----- - ---- ---- „ Calloutuse Alt 1 min. use Alt 2 ,useblankusedefaultDefault Hoist face mount hanger is IUS or MIU Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5 min embedment into recommendations. 1 g_ . _________________- -_ -_________ all Min min. (if end (ifuse - solid framing. - --- - - -- - (ifany)through above.) defaultabove.) Default Hoist top flange hanger is ITS, HIT, or MIT — * Slab Reinforcement: Extend slab reinforcement this footing. Min distance of connector to end of ledger or splice=2". Min edge distance to top or bottom of. 93 FP Footing,Pad - _ 2 config 4x6 _ _ - -- - 20H " " Connector(if blank _ ledger=2" * Footing: min. 24" square x 8 tall. ___-_ ___ 21 H 2x10, L config 2-2x8 - - 4x8 - _ • g� q - - -- -_ -- --_- - -_- - Callout Min., use Alt 1 min., use Alt 2 min., use default, b Notes * FramingConnection to Wall, General: Use any of the following,whichever is applicable. If in slab area, footing maybe mono-poured with slab or below slab. Height may include slab 22H 5.5x12glulam 5.2x11.8 PSL - -- 2 2 use eau t, above)' Rafters Perpendicular: Use 2x or LVL ledger,min height to match rafters. Apply ledger over height if poured monolithically. � 23H 2-2x10 4x10 61J 2x12 PT @ 12" Plinth• If plinth is called for use round or square per Arch min diameter or width such that all ' - -- -- - ----_ -� - --- - - -- - ---- - • - __ ---- . -- ---- --- ----- --- ---- ------------- wall sheathing. Use hangers to hang rafters on ledger. _ __ _ -- * P q P 24H 2-2x12 - 4x12 6x10 62J 2x12 PT @ 16" _- - - -- Parallel Rafter or Truss Top Chord: Ledger maybe top chord of truss or last rafter or rebar and post base connectors have 2 min., 3 max., concrete cover on all sides. Chamfer per Beams 11.8 B similar. Ledger to be laced over wall sheathing. Arch or as necessary to shed water. - - - -- -- - 63J CI 60' 2'0 e° $... ---- _P-- -- _-- g' - - - --- - - ---- -- ��_._.. - - Default sawn material is Doug Fir No 2 or better. 16 _ _ Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed equally P g - - - - - 11.8 BCI 5000 1.7 Plinth rebar,use 4 #4 vertical a uall spaced, with 4 90-de ee en at bottom footing rebar. Default glulam, LVL, PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. 64J @ - through wall sheathing with 16d @ 6" OC to solid wood backing(continuous rim,plate,ledger, Hoops or horizontal rebar is not required m plinth. _ ___--_______ ____ _ --_______ _____ __ _. 16" or blocking.) * Footing Rebar: Use 3, #4 each way, 3" from bottom. Default wall connection: 3"bearing in pocket or on plate with min., 2 studs below. -- - - -- - - • -- _- - -- - _L - g - - 65J 2x8 - Mono Truss Bottom Chord Perpendicular: 94 FP Footing,Pad Default end post connection: LCE,ACE, EPCZ, ECCQ, or similar. PT @ 16 Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood * Footing: Use min., 18" square x 8" tall_ _ D _ corneroverbackingplate, ec--. --_ -- - --- - "---- - - Default mid-post connection: LPCZ, PCZ, CCQ,or similar. _ --_ Default material is Doug Fir No 2 or better. -- Alternate 2: Use min.,2x4 ledger let in to truss bottom chord. Ledger to be placed over wall height if poured monolithically. - c a nails _ - - similar. on plate. or 2,A34 with screws, or 4, 16d face sheathingand connected with min., 3- 16d 24" max spacing. Plinth: If plinth is called for use round or square per Arch,min diameter or width such that all Default beam to beam connection: HU, ---- HUCQ or f Default bottom connection • 2, FC - - @ -- -- -P $:..--- --- --- -- -- ---,---- --- * - ; � � Default bottom connection on beam: 2, FC or 2,A34 with screws, or PCZ. * Roof Diaphragm. Connect roof diaphragm to ledger with 8d ring shank or screws at 3 OC. rebar and post base connectors have 2 min., 3 max., concrete cover on all sides. Chamfer per • Callout Min.,use Alt 1 min.,use Alt 2 min.,use Connector if blank Notes - - - - •-- ---- - Arch or as_ necessaryto shed water. use default, above) Default bottom connection on concrete: PB, or AB, or ABU,or ABW, or CBSQ 81 L Ledger-Deck Joists to' Rim or Studs. - - -- -- ---, -- -- - - ---- --= - * Led er• Use min., 2x, PT ledger at least as tall as joists. - vertical, equally spaced, footing • Alternate bottom connection on concrete: #5 rebar or 5/8"all-thread, epoxy 6"min. into post butt, and 6"min., embed in g g � - Plinth rebar, use 4 #4 uall with 4 , 90-degree bend at bottomrebar. 30B 4x6 _ _ _ y t se Ledger Connecion:.Connect to rim with 2, SDS or LedgerLOK at max., 16" OC and within 3" Hoops or horizontal rebar is not required in plinth. __ conc. Conc embed may be we t or epoxy. * P g g g p * Footin Rebar: Use 2, #4 each wa 3" from bottom. 31B _ 4x12 _-- - 6x10 • --_ - T - - ,Connector(if blank of ends and lices. If connectin led er to studs,use 2, SDS or Led er LOK er stud'. g Y� 95 S Slab Callout M use Alt 1 min., use Alt 2 use Notes -- - _ _- ----- ___ ___ - use default, above) 32B 6x12 5 5x9 glulam 'n. u min. u SDS or LedgerLOK to be of length necessary for full penetration in rim,or 1.5"min * Subgrade: Use structural fill or native material, compacted to 95%relative compaction. It is 33B 6x10 5.5x7.5 glulam penetration into stud. strongly recommended that all structural fill be checked by a geotechnical consultant. _ 35B 6x10 PT 5.5x7.5 PT glulam 70P 2-2x4 4x4 , Joist Connection: Connect joist to ledger with U or LU hanger(not LUS), all holes filled with 36B 1.75x11.8 LVL in addition to floor joists 71 P 3-2x4 2-2x6 4x6 * Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength! - — _ - ------- --_---_-- -------- -- ------ -------- gals screws, Simpson SD9 or similar. * 72P 3-2x6 6x6 4-2x4 under slab. If used,provide and install per insulation manufacturer's recommendations. 376 1.75x11.8 LVL - 91 FC Footing,Continuous - - - - - 5 5x - 6.7x18 glulam - - - * Retained Height: Maximum retained height(unbalanced fill)=4', * Slab Thickness: Use 4"min. - + - - - - -- - 5 Garrison,4x8 PT a m Tim K. Ga on P.E. - - -- - -- - - 2316Antone a * Footing: min., 18" wide x 8"tall. Reinforcement: Use any of the following: — — g• * - -- - - 40B Anacortes,WA 39 - Min: #3 rebar at 24" OC, each way, centered in slab. 2, 1.75x11.8 LVL or LSL Consulting Engineer 98221 • Longitudinal rebar, use 2, #4 continuous, 3" from bottom. ' S 11 of 2 -- - - -- - __ — --- ____ __ __ - - -- - Time@TimKGarrison.com * Stemwall: Use min 6"thick. - Welded wire fabric,min.,W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. 41 B 1.75x11.8 LVL (360)708-1865 - Vertical rebar,use#4 at all corners,wall ends, intersections, and at 24" OC, max, centered in - Fibermesh per manufacturer's recommendation_. _ __ _ wall,with alternating 6"bends at bottom footing rebar. - - Helix micro rebar,min., 5 lbs. per-cubic_yard. 0Analysis: N Ome at 4319 Oakes �,,.�Af - - - * r of recommended spacing 8' OC each way. This is a non-structural —Lit, Structural New - Horizontal rebar, #4 top and bottom and at 24 OC max., centered. Control Joints: Maximum r ommended sp c g= y. Ave, Ot , IIaCOrte , A ti4�' b '� item and may changed or omitted b Own or architectural designer. {. r� t.._A _ -_ At garage doors, stemwall may shortened or omitted.ed. _ _____ __ Y__ - -_--_ _-� _ _-_.-_--_-__ __ - . - -nd! r - - po- - in--p as -- -i - * structural item and maybe changed or omitted by Owner or architectural designer. • / * Drains: Install footin drams and/or downs ut drains er others and as_r_required by code. Vapor Barrier: Suggest a min., 6 mil.,plastic vapor barrier under interior slabs. This is a non- At-4VA ill Client:Chris Felt, Cascade Building Designs �', r1tre. 44117:00), Building Design:John Cawley \ , Job Number:T19081 / '//9- • Date: September 5, 2019 • ram' J Standard Structural Specifications©- Copyright, Tim K. Garrison, P.E. • . CONCRETE REINFORCING: • __.--- . - ..-._.._-.._ �_.._.__ BASIS OF DESIGN-APPLICABLE CODES.: - ._ _____._____ _ _...__._ _...-... _.. . In certain cases non-pressure treated_lumber may butt against concrete•.In these cases use a layer of heavy, Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars(rebar)for standard footings, Typ.shear wall TOP T shear wall TOP T shear wall Code.The designs herein are prepared in accordance with the 2015 IBC.Construction shall conform with asphaltic-treated construction paper between wood and concrete. E YP Ty gn stem walls,and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the ( Dl connection-framing4 D2 ' D3 BOTTOM connection on + `parallel connection-framing the most recent building code adopted by the approving jurisdiction. Plans. Blocking/Bridging.Provide continuous blocking at all bearing locations.Provide full depth bridging or i ; blockingat 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the to I or rim or cont blocking, NTS j perpendicular. NTS framed floor,NTS Calculations.The calculations included herein are only those required to ensure compliance with code.We Strength:Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining wallsp p p . do not intend to compute every structural element nor every load combination. Much of our analysis is"BI" retainingmore than 4-feet of soil and their footings,and for structural beams, structural columns and the gFramed floors which support posts shall be solidly blocked within the floor cavity to positively transfer I t<zuss on.. (By Inspection.) like shall be grade 60(Fy=60 ksi)unless otherwise specified in the Plans. post,column,or other concentrated loads through the floor to the supports beneath. -- TRu 4.atss,0Q2. $ rE.12- • goiTO/t of • ABBREVIATIONS: Splicing,Bendin .All reinforcingshall be spliced,detailed,bent,and supported in accordance with the oAll T oR uEA� iJAL� g pPp Bolts.Unless otherwise specified:Use washers on all bolts;tighten all bolts to a very snug wrench tight qLr•, �o lsY ott C�IT rEs- f`A^t A:Area IEBC:International Existing Building REF:Reference,not actual most recent ACI code adopted by the jurisdiction. condition; use standard A307 bolts;for bolts in wood,drill the same diameter hole as the bolt; for bolts in S ',iv, te' �a 13,... c K ''- _ • AC:Asphalt Concrete Code REQ or Reqd:Required _ CoAb Tt�t1. ! steel drill holes 1/16" than the bolt diameter.Provide the followin minimum ed a distances between H `�' lt-uu4 Bi:By Inspection IRC:International Residential Code ROW:Right Of Way Welded Wire Fabric.Unless otherwise specified,welded wire fabric(WWF) shall be W2.9, 6"x6"(6 Ga.), largerg g S#t-,r-E A'-?N2.S oe nIA BRNG:Bearing(wall usually) K:Kip(1,000 lbs.) Rt:Right ASTM A-185. Splice by lapping one mesh+2"all sides. centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: tiEn...E• GEtt,u c6t 02- i cp�r N1 Act , `� _ E:Elastic modulus or Electrical KSI:Kips per Square Inch S:Section modulus (E):Existing LVL:Laminated Veneer Lumber SC:See Callout 5/8 inch diameter bolts 3 inches � � SQAciuF1 a4�� ALT., CCI:ConstuctionCalc,Inc. LSL:Laminated Strand Lumber SD:Storm Drain Cover.Provide the following minimum cover: SDwc 15 baoo I S►fEc.s Sft o SQt,tc� CIP:Cast in place concrete Lt:Left SIP:Structural Insulated Panel Footings and other unformed surfaces,distance from the bar to earth face...3" 3/4 inch diameter bolts 3.75 inches 5 f Lc ; New € CMU:Concrete Masonry Unit NA:Not Applicable SK:Sketch CO:Callout or Cleanout NB:Not Bearing SOG:Slab On Grade indirect contact with earth 2" Minimum distance between edge of bolt and any edge of steel plate.(angles,gussets, flanges,webs,etc.) PEA. PUA� girt otz 1'-AFT62 re. Conc:Concrete NIC:Not included SPF:Spruce Pine Fir Formed surfaces Cont:Continuous OC:On Center spacing SS:Sanitary Sewer „ shall be one inch. �'�S 8t.t!Et 70 SST l Surfaces exposed to weather • 1-1/2 T j 55 "'� �'��� ' _ - i Ur 8 e' . DF:Douglas Fir OSB:Oriented Strand Board STAO:Shear Transfer Around Opening 'tp • Engineer shall specifically approve any bolted connection using less edge distance than shown above. ALP-,M z,T rhi T orc SHEgt'+}u.44 • I I fa,,t, HF:Hem Fir PCF:Pounds per cubic foot SP:SIPs shear wall For slabs on grade,center the reinforcement in the slab unless otherwise specified. HVAC:Heating,Ventilation,and Air PLF:Pounds per Lineal Foot TYP:Typical Lag Bolts. All lag bolts greater in diameter than 1/4"shall have pilot holes pre-drilled. Size of pilot hole in �,�, sp Conditioning Ply:Plywood UNO:Unless Otherwise specified ° ( ° Sfi£re tt{1u� t_ �`3.' l�UE --- P eTWi 1 o GW:Gypsum shear wall PSI:Parallel Strand Lumber elsewhere BOLTS AND DOWELS IN CURED CONCRETE: threaded portion shall be 70/o of the unthreaded shank diameter or alternatively,90/o of the root diameter Gyp:Gypsum wall board PSF:Pounds per Square Foot V or v:Shear(lbs)or unit shear(plf) of the threaded portion).Pilot hole diameter of unthreaded portion shall be the same diameter as the - _ -..- ALT. -uaa ��.wAt l General.This section shall apply to bolts and dowels installed in cured concrete using rotohammer p° ) p° SPt.-icE Ali 4.(2.5. GLB:Glulam Beam PSI:Pounds per Square Inch respectively T� a f• SN Ea r�,w�� PER. Qua.) l:Moment of Inertia PT:Pressure Treated with preservative W:Wall,full length techniques.Minimum concrete embedment=4-inches unless otherwise specified.Minimum distance to any unthreaded shank. • _ �Eru�+y I SN 2. STap�s Da. bs IBC:International Building Code PW:Plywood or OSB shear wall WWF:Welded Wire FabricNAIL-oft. iBC:Insulated Concrete Form RC:Relative Compaction edge or end of concrete=3"from hole centerline unless otherwise specified. PRE-FABRICATED FRAMING CONNECTORS: tt ' "?EL I�eT �` N SD5 FER Existing Reinforcing.It is important that no existing rebars are drilled or cut during rotohammer operations. ? $Q^""G ��'"` 5 flwc 1�600 - - _�Jt `CA>3t'� " Manufacturer: Simpson brand is specified,however any other nationally recognized brand may be used I - - -I �� _ LIMITED SCOPE OF CONSULTANT'S WORK: Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar,or similar). Tor' of provided that they are equivalent in their ability to carry all applied loads in all orientations. 3 CHEAP-L LL __11-/V-- - Consultant.The consultant in responsible charge of the work indicated herein is Tim K.Garrison,P.E., Washers.Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted,with Installation:The Contractor shall install all prefabricated items in strict accordance with the manufacturer's - ; --• g'L T plate washer under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. - _.___ - doing business as ConstructionCalc, Inc.,hereafter indicated as"CCI." recommendations and requirements.The load carrying capacity of the prefabricated item cannot be 1' Use a steelplate or malleable iron washer under nuts and the heads of all bolts that connect wood. f guaranteed if •this provision is not adhered to.Nails and screws which will be exposed to weather shall be �rsT I Scope of Consultant's Work.The scope of work of CCI is limited to structural analysis of a new single- residence. CCI takes responsibility only for items specifically addressed in our drawings and Non-Epoxy Systems.Use Simpson Titer HD where shown in the Plans.These anchors may be used to galvanized or stainless steel.If installation risks cracking of wood,contact engineer for alternate nailing and qL-r,, ,� �P°Af ti.---- family wg__� ,a calculations.Constructed items not specifically addressed herein shall be built per minimum code. resist tension loads and shear loads.Install per manufacturer's recommendations. /or alternate connector. riHEATHtV 54',,tcE. GI riamin Ts•P of Sttf,4tZ I emu. LOADS Epoxy Systems.For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, Simpson SDS Wood Screws. Where specified,install per manufacturer's recommendations.In general • cgs iA/�►Lc. rEsz. . with zinc plated,A307 `all-thread' bolts as shown in the sketches.For dowels,use ET-HP or.SET high- these do not need pilot holes.However,if wood is old and or very dry pilot holes may be required to avoid • F" Followingare the loads used for the design/analysis: - • - - - - - [ subjectY strength epoxy and rebar as specified on the Plans and Callouts.Drilling of holes and installation shall be in • splitting.Use length as specified in Plans but never less than required to ensure full strength. O Roof live: 20 psf. 0 Exterior wall dead: 10 psf strict accordance with epoxy manufacturer's recommendation. Simpson SD Wood Screws.With most Simpson connectors,Contractor may use SD9 in lieu of 10d nails, O Roof+ceiling dead: 15 psf 0 Interior wall dead: 7 psf CONVENTIONAL WOOD FRAMING: • . and/or SD10 in lieu of 16d nails.These are provided in 1-1/2"and 2-1/2"lengths.Use the length • O Roof snow: 25 psf . 0 Seismic Factors: Ss= 1..1, Sl=0.437 necessary for full penetration into the member(s)connected. O Floor live:40 psf 0 Seismic Des Category: "D" General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members _ O Floor dead: 15 psf O Wind Exposure `C',3-sec gust: 120 mph. per the Plans and applicable building code.Where Structural Plans do not specifically address a structural PREFABRICATED WOOD PRODUCTS: ._._.__v_._._.___.________ _._ - _ _.__ _.....--- -.__-- - -.--.-..___-__�-_ X- element,construct said element per minimum building code. Prefabricated Trusses.Where shown on the Tans,all prefabricated structural roofing members shall be _._...____..__.____.___.Per endicular Typ.lower roof connection to i ParallelO Deck live: 60 psf 2,000 psf. Framing Material.All sawn framing lumber,not including beams,posts,and columns, shall be Spruce Pine designed by a certified professional engineer.The prefabricated structural roofing designer shall provide to • p (D8o)!: shear wall. ; Condition • Condition O Deck dead: 10 psf. Fir,Hem Fir,or Douglas Fir-Larch,Number 2 or better,unless otherwise shown.All sawn wood shall the Contractor stamped design drawings with appropriate notes showing member sizes, forces,installation i _...___..___.__._ __..._._____..__. .__._ ___ __________._; SINGLE'PROJECT: have moisture content less than 25%. procedures,blocking,bracing,etc. • s � QQ 5c> op_ Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous)from horizontal Engineered Wood-General.These products must be provided,stored,and installed in accordance with i 1Zlu� Sa„�� R+uG SctA u>; PE2. The calculations,drawings,notes, specifications,and/or tables prepared by CCI are valid only for the diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any p p Y ty g iki? C Lt r4gLLoK. G�ie�.o other project at any other location. walls.)Use balloon framing at stairwells,openings in floor diaphragms,etc. Stud size,material,and capacity.Any nationally-recognized brand • that meets the below specifications is acceptable. ! _ - "� p Cgt c ac,-r Low€. maximum length between diaphragms is shown in shear wall table. Roof'. • I-beam Composite Web/Flange Joist Products.The contractor shall install the I-Joist products complete ►- �j' ' COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Beams and Posts.All sawn structural beams,headers,and posts shall be Doug Fir Larch No 2 or better, with web stiffeners and other blocking/bracing as shown on the Plans and/or as recommended by the !: t ' anthe projectspecifiedas PT(Pressure Treated)maybe Hem Fir No.2 or better. manufacturer. t.Ec ER ,iii sk 84(2.. Only competent personnel familiar with construction and safety practices germane to shown except where exposed to weather and � �Q l *► . herein should be employed to assemble and construct the work. Glulams,PSLs,LVLs,etc. shall be per Prefabricated Wood Products section below. PSL(Parallel Strand Lumber)and Versa-Lam.Use minimum 2.0E,2,900 psi minimum allowable bending j• i j t P E,f Lo lc Z Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Nails:Nails called out herein are"common"sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length stress. - ,DS t;A6s . Contractor assumes full responsibility as to construction methods used,safety provisions employed,and the nail gun nails may be substituted provided 50%more nails are used.For example if 8, 16d are called out, • • LVL(Laminated Veneer Lumber).Use minimum 1.9E,2,600 psi minimum allowable bending stress. I s e. 1 • finished as-built condition of the structure and related systems. the number of similar length.131 diameter nail gun nails required is 8*1.5= 12.As another example if 16d o>� -w nails are called out at 4"spacing,the spacing of similar length,narrower nail gun nails shall be 4/1.5=2.7". LSL(Laminated Strand Lumber).Members indicated as 1.5E shall have min., 1.5E modulus of elasticity t o - E MATERIALS AND METHODS: and 2,300 psi allowable bending stress.Members indicated as 1.3E shall have min.; Ct{oa D otii 1.3E modulus of • `^ Shear Walls:Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall f Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is elasticity and 1,700 psi min.allowable bending stress. • h t.,0oc4tr2 6 the contractor's responsibility to ensure all field personnel understand and adhere to this. 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 Glue-Laminated Timbers.Unless otherwise noted,all glulam beams shall be 24F-V4 DF/DF.Any that span --- TEMPORARY SUPPORT AND BRACING: out,or labled"NS"are not intended as shear walls and shall be built per minimum code. continuously over one or more interior supports or are cantilevered,use 24F-V8 DF/DF.Use industrial I Mono truss mounted flush General.Provide adequate temporary support to all walls,roofs,beams,columns,and floors during appearance grade,unless visually exposed to interior living space use architectural appearance grade. • i with wall q p ry ppo g Sheathing."PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall � � construction.Designof same is not included herein. Contractor or owner should check all temporary-PoY- Table,oriented either direction."GW"walls are drywall shear walls,use per Shear Wall Table. Pressure Treated(PT)glulams shall be not less than 10%weaker than the above in bending, shear,and • supporting devices with aqualifiedperson.Contractor shall be responsible for the adequacy of all modulus of elasticity,usingsuitable woods species forpressure treating. Sc �� • PPo g P q YY Pe 8 1 104q 71.1446.1en,. ._-_ temporary and/or permanent support systems. 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. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with __` .. . . - Retaining Walls.Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay Multiple Ply Members. 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 Trimmers, King Studs, Headers.Where more than one 2x is placed against another and used as a multiple el.►i • until such horizontal diaphragms are in place and properly connected to the retaining wall. ply king stud,trimmer,or header,connect all plies with 16d at 4"OC,staggered. -I - ar-4 FOOTINGS,FOUNDATIONS,SLABS ON GRADE: Beams, Columns.Where more than one 2x,or LVL,or LSL is placed against another and used as a multiple Mho Geoteclinical Report:CCI is not aware of a geotechnical report for this project.CCI strongly recommends ply beam or column,connect all plies with glue and 2, 16d at 4"spacing. -ftzuss that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Glue,Epoxy. Where specified,wood glue shall be commercial grade with minimum shear strength of 450Soils analysis and geotechnical engineering are not a specialty of CCI.CCI depends on others for the psi at 28 days.Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. cT.provision of soils data,which includes but is not limited to:allowable bearing capacity, liquefaction E ox used with wood dowels or drift ins shall be Sim son ET-HP or other brand intended for wood use. Ii :: : .. potential,slope stability,active and passive lateral pressures,internal friction angle,and cohesion.In the p Y p p 8A`' �uy absence of a geotechnical report CCI will make assumptions regarding soil parameters,however,CCI takes Wood and dowel shall be clean and dry prior to epoxy installation. no responsibility or liability for future settlement,or damage or injury due to earth movement or failure of Window and Door Openings. . %mite- any kind. Header.Use minimum size as called out on Plans.All headers shall be installed with their tall dimension I - I ►_....-.-.__ _._. Structural Fill: "Structural Fill"shall be granular material conforming to local or state highway vertical.If header is less than 3 inches wide(I.E. a single 2x or single LVL)use a flat 2x nailed to the Structural_Shear Wall Ca_llouts_°-Copvri2ht ConstructionCalc,Inc(CCI) _ - ~-..- J �- specifications for imported road base or sub base;or use sand or other clean granular materials no larger bottom of header in an"L"configuration with 16d at 4"max spacing. If no header is specked,the wall is Typi al Shear Wall Callout Symbol than pea gravel.All structural fill must be compacted per the following section. assumed non-load bearing and wall top plate may serve as the header. - ' 'This symbol indic4tes a dedicated shear wall or panel,the type per Callout below. Compaction:Place all fill materials in lifts not exceeding 8-inches.Compact using mechanical(vibratory or Multiple Adjacent Openings.Where adjacent door or window openings occur in a wall,headers for each �-- ;walls without this symbol are not dedicated shear walls•use code-standard construction. impact)methods. In paved areas and under structures,use structural backfill compacted to 95%relative . opening shall be individual members with full-height king studs between them.Each header shall use the Mir4 length of shear p ttel,ft. • compaction.In non-paved or non-footing areas use structural backfill or native backfill minus rocks,lumps, number of king studs specified below or in the Structural Callouts. • � If"W",construct entire Wall per this callous,with minimum irtdividual:panel lengths indicated on plan. and organic matter,compacted to 92%relative compaction. If"NS",means Not a Shear Wall.Build per code minimum. • Trimmers, aka Jack Studs.Use size(or larger)per Structural Callouts. Concealed flange hanger of similar , • Where pipes enter and exit structures(distribution boxes,utility boxes,catch basins,manholes,etc.)use bearing length and capacity may be substituted for trimmer. ! SDI structural fill around the structure.Carefully place and compact to 95%relative compaction under and King Studs.Unless otherwise shown on Plans use the following.These must be full-height,bottom plate to j Top of anchor around all pipes. wall to max p� • top plate,IE diaphragm to diaphragm. � ! , � i ! ; When roots,rocks,or other undesirable materials cause over-excavation,fill over-excavation and compact Caps- ; Stud Nail Edge l • ; Sill ; Block- parallel Top of ' spc'g/ • p * Opening less than 6' wide-use min.,one king stud each end of header. city, Nails ; Stud ; Stud mat'l /Field Top plate; &j ing at framing; ; wall to I min, per the above. *Opening 6.1' wide to 9' wide-use min. two king studs each end of header. ! wind/ Sheath- or height, spacng,' Stud (see i spacng @ Top plate studs unsup- or rim perpen- Bottom , Mud sill ,embed- Foundations,Footings on Soil: All footings and foundations to bear on undisturbed existing soil or * Call- ; seis, j ing, Sides of screws,' max., I max., size, std st'l i Stud• Plate, splice, w/edge ported or rim dicular ; plate to anchor to ment, structural fill.All organic and deleterious material beneath footings and foundations to be removed and Opening 9.1 wide to 16 wide, use min.,three king studs each end of header. out Eh,Of min, wall size ft. in, min. specs) i spcc'g,in,; min. min. nail'g edges blleg framing framing concrete . in, replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than 12". Discontinuous Top Plate.Where wall top plates are cut,omitted,or otherwise discontinuous at a header,the 6/6@24 t ! Con't top platebeyondstrap 10 24 2x4 Sawn ; 6/12 16 sheathing Con't $ttop platebeyond. Strapmay top, ! -- 5/8 bolt' suitable vapor barrier(designed by others)are recommended for all interior slabs. minimum 12" length on the header and 12"length on the be on inside,or +blkg sheathing or 5/8" Slabs on Grade. Sub grade below slabs shall be similar to the above.A layer of free drainingmaterial and a end of the.header shall be connected to the remaining with a horizontal CS18 with one, @ Con't or outside of wall. 7/16" either sheathing; H2.5 or or.16d @ 14 16 2x6 Sawn 6/12@16 48"lap I g! Titen HD,i Footing Drains.Footing drains,with washed drain rock or Mira Drain or equivalent extending to finished grade,shall beprovided at the base of all footings retainingwalls which will have earthplaced against Anchor Bolts. 168/ , OSB or side, or A34 or SDWC- 6"or 1PW � 8d - - -- -- - - 2-2x4 � w/8- 2x ' NA ! 1 I w/3". 72/4 g g 120 plywo- apply 16d ! LTP4 at 15600, I4.5 SDS wshr.Or - them.Footing drains shall be 4"perforated pipe routed downgradient to daylight, unless otherwise Shear wall anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing shown od directly 18 12 2x6 Sawn 6/12@12 36"max. @ 24" @ 12 . MASH or specified. in the Plans but'never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x.229"steel • j to_studs -- --- See max.See i See MASAP • STANDARD CONCRETE: - • washers,wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. i 22 12 1.75x5.5 LVL 6/12@12 Di D2 D3 I. Tim K. Garrison, P.E. 2316 Antone way Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in i Anacortes,WA 98221 ofS2 Standard Concrete.Concrete for footings,slabs,and walls shall attain a minimum 28 day strength of fc= previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at ! i I I Consulting Engineer Time@TimKGarrison.com 2,500 psi unless otherwise noted on Plans.Minimum cement content=5 sacks per cubic yard.Maximum Sim 2 .,or the same spacing specified for wet set anchor bolts. • 490/ 4/12@16 16d@3" i (360)708-1865 water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318,latest edition.Mixing 2PW (same) (same) (same) ; (same) 16 (same) (same) (same) (same) (same) 2x (same) j (same) (same) 36/4 and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and 350 or 12 ; or @SD S corners and shall be fitted with 2"steel plate washers.Use either 1/2"diameter x 8"min embedment wet- I ; Structural Analysis: New Home at 4319'Oakes G'Ab Admixtures.Industry recognized and approved admixtures affecting set time,flowability,and/or set,or 1/2"Titer HD with 4"min embedment. ! ! y • �'. `�� waterproofing may be used provided the strength and durability of the concrete is not adversely affected. i 10 24 2x4 Sawn I :5/8"j-bolt'I Ave, Lot 2, Anacortes, WA �+., " Non-shear wall-anchors may be 0.145"diameter powder-actuated pins with 1-1/2"min concrete i I or 5/8" ` lit Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. embedment,at 16" OC,unless otherwise shown. I48" 'Titer 5d for i lap HD,• Fly Ash.High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a • SGW. 200/ 1/2"or ! both 1/2';6d 14 16 2x4 Sawn 4/4@24 ; 2-2x4 w/8- 2x ! NA (same) (same) NA w/3" 72/4 Je ✓ Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, 200 5/8"gyp 7/7@16 �'' ` ` corresponding reduction in cement content.Any such concrete shall obtain at least the strength and for 5/8" I 16d ! ! wshr.Or Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.)Ledgers shall be attached with screws � Client: Chris Felt, Cascade Building Designs �%. durability characteristics as Standard Concrete listed above. MASA or u, or lag bolts per Callouts.All hardware and connectors shall be at least medium-duty corrosion-resistant Building Design:John Cawley , . with galvanizingor similar. • ! 16 16 2x6 Sawn i MASAP A�•• Job Number:T 19081 WV/ Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when . S • 5 Date: September 5, 2019 woes 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. •