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HomeMy WebLinkAboutPermit File BLD-2020-0202 3929 Rock Ridge Parkway (2) DESIGNED BY: PROJECT INFORMATION J. SYKORA, GPBD o PROJECT DESCRIPTION ,� s,�,/�� DRAFTED BY N PROJECT ADDRESS: 2 NEW SINGLE FAMILY RESIDENCE � � " "' �' 1LE COPY SCALE ZONING TYPE: R-2 1 3929 ROCK RIDGE PARKMAY 1/4" = 1' U.N.O. mi APR 2 1 2020 I ANACORTES INA 98221 ill_ 3-26-2020 fl OF ANACORTES CODE COMPLIANCE P#133959 Q z ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND PLAN AREAS O 0 ORDINANCES AND THE FOLLOWING: - 2015 INTERNATIONAL RESIDENTIAL CODE MAIN FLOOR 1 ,G53 SQ.FT. ` I I I - 2015 WASHINGTON STATE ENERGY CODE BASEMENT 1 ,094 SQ.FT. - 2015 UNIFORM PLUMBING CODE TOTAL LIVING AREA: 3,0415Q_F . DEFERRED SUBMITTALS GARAGE 182562.FT. DECK 304 SQ.FT. illik k F 1 . MECHANICAL HVAC SYSTEM DRAWINGS STORAGE / UTILITY 210 SQ.FT. E 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS COVERED ENTRY 40 5Q. 3. NATURAL GAS DISTRIBUTION DRAWINGS 4. PLUMBING DRAWINGS a 5. ROOF TRUSS DRAW COVERED BREEZEWAY 151 5Q.FT. rINGS / CALCULATIONS WORKSHOP 210 SQ.FT. b. FLOOR JOIST DRAWINGS I CALCULATIONS UNFIN. SAUNA, BATH 148 SQ.FT. 1. LANDSCAPE PLANS a w J S. LIGHTING PLANS q. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS s I( ilEPI /3D Sef'"h I)3/C / 11 . FIRE SPRINKLER (IF APPLICABLE) {1� 17 Mi�. yA , I V 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) DESIGN INFORMATION CITY OF ANACORTES BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX 319 PLANNING & BUILDING DEPT: i ANACORTES WA 98221 APPROVED PLANS OtTIMITit �SLD- 2oZo - 2.02 360 293 1431 ADDRESS; Oct <� W - REsIDENcE_ TRUGTION ING PPSAPPROVED bY:NDBERG CONS T CAYKORA GPBD STRA HAMLEDESIGNER. JIM 5 THEz JIM@STRANDBERGGONSTRUGTION.GOM q ROCK RIDGE PARKY�IAY, ANACORTES Y�IA g5221 SUBJECTTOFIELDINSPECTION. TAUTH AUTHORIZATION, Z 3q2 SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. o A 1 z to if - L11 LAYOUT PAGE TABLE REVISION TABLE W n, W tr 0 to A tu PG# TITLE COMMENTS CONT. DATE PG# DATE DESCRIPTION to altu Al COVER SHEET W `? w o A2 SITE & LANDSCAPE PLAN Fr AAS FOUNDATION PLAN Fr A4 FOUNDA TION DETAILS _1 m A5 BASEMENT FLOOR PLAN i A6 FLOOR FRAMING PLAN LLLL`J �=a ow �a= �o�o Al FLOOR FRAMING DETAILS �—111 w=° AS MAIN FLOOR PLAN t III 2Nffi inn Al ININDOIN SCHEDULE _ I .'!, ��o A10 ROOF FRAMING PLAN t �¢c�� Meg FRAMING DETAILS ua Al 1 ROOF 1= RA ww��a N26UK Ai ROOF OVERVIEY�I A 12 O wwwo aow= omoa A1S BUILDING SECTIONS K206 ZYWU _�UZU IZFU 0 Hi Y6I A14 BUILDING SECTIONS A15 EXTERIOR ELEVATIONS OWNER APPROVAL INITIAL: Al6 EXTERIOR ELEVATIONS - PAGE: All ENGINEERING INFO BASEMENT PLAN Al Alb ENGINEERING INFO MAIN PLAN OF: All STRUCTURAL NOTES A20 STORMINATER BMP'S ::::::P- BD \ i / 2;7 J -. - ill/ J. S ,r) / ` ��� o / N ,„ / / / �� SCALE LOT 4 , / ! 4? �` 1° = 10' u.N.o. / / i. 11 ,010 5F / , w k \ 3q2b / r, 3-2&-2020 a I ( ..7---\. 40*-% FY, \ I / N7A LOT 11 / i / / i t <ii cI,3905Fi 2/ 0 Vi c2. -0..... / r_ 3927 I (n y lJ/ ,ry Aj-n I ' /�l WER\ z' l _ doh`" r/�,^ 5�� ' ` ` \ — I \ / I dm / CO�'NET/ H\ V. l �� r 1\ z \ , ii / Au z ; \JW�ggb \ �(r.,\ ..sera.;. /' I , / \T Gkr _ _abo.00 N / / e o tin iffr,0- _ 122.36 \ .4" -it A / Ycv- _ FWNUATKIN URNNS AND \ \ \ / 7 0n Icciiiii.H io u N °ovmsr°ursnwmlxE°ropiC (r _ , N 1 11 12 E I ',� (\� Y BASEMENT DAYLIGHT / \�;• \�\ m / \ \ \ \ I I �I GONNEG / sraw coNNEcna- / APPROX 4b1.8 _ \ �' \60 ,, _ /' P /_ FEo ?A! /(1) / I / � I L 90 I r� ml l 'l8 �Q� ,j -2.1?-- - ' I r - 20, 'a 611 \\ 83 • 50 ' / v./ , ry ,/ c, ......>____ , , / / / /7 - , , r _ ,// 1 _0,,, ,/ ,c„, _, , , ___ ak tit 1 WI I i I / m I Kill / Iv ,. _______ *„.._____ / � "if . :• , rbEs. , DECK / /Fi dI - FF= 411.0' BREEZEWAY / ` ' • IMI- T 12 P ()1 ii I IHiii // I1 I { ,� \ 4$/ 1 � / / I 92 5F / —� I I I I I I `\�`, *Si 0.—:ARv vRAw GARAGE / 711 > 921LOT 5 I I I 11 FF=411.0' , C. MMii I1 \, /� �' , ,/ 35T SF O '10,542 5F II iII c. I 1 ENTRY xoolo I � /I N (1IOp \ lealli- \ t / Io3g30 \ / J IDRIVEWAY % / I II I II ` \ / ,/ 462A0 YVALKY'!A ' O ,' 1,7bb SF TO PROP.Lin jW/ I I :I 10I , '\�� �\ � '� I �r .lam — — gy I is Z } �. � � _ �� � / o Q V 1 I I _, / 1O SETBACK — —1 _ I I I q I � �an I Z In (V OIiii _ O 1 C WATERLINE r/ I ' W _ —_ ,, � — �� "7 _ - T SLT FENCE 1 3�.5—I� M / — — - I z _ 11 SILT FEND= �V 26'HEIGHT RESTRICTION 1 MEASURED FROM THIS CORNER / N1 o 1 T 12"E ..�`` n 1� .1n �I MAX BUILDING HEIGH\21. __; \\ A\T / % V !.L- U/ , ) 1 I I ,O APPROX. 435.0' Y-* OQ I 1 I I n/ ( , , ./I --------------- \ . 122. 19' / A I I Z N1° 1T 12"E — r , /1/ o_ W cV 1 .P N „..1).si . 00 , All di 7/1 / W IOOU / j/ / 1 \ - . \ lilt , I v r/ ) , / \ l v e CA HI tab l. I I LOT6 \ � ,\‘) / , \3132 / ,„,/ ./„/ , , \ Cntr or— Vi / ' / • 4) / , /. c) / in ----i - ru / 20' FRIVATE 1/ \ I I\ \ 61.6' 11' ) / STORM EASEMENT/ OO�� t� it ,1 j� 51" 17� 12"W I� N 1° 1 l' 12"E OWNER APPROVAL / lsalliSe /ea/ / / /�N INITIAL: Ar i �� r ,j i i c ( / AIL. � � PAGE: APPROXIMA �i11 I � � /� 7. DRIVEWAY `"� ��illi , i�� t OF: ,� o //. _- �� . in '-----------( 1 1 DESIGNED BY. FOUNDATION NOTES J. SYKORA, GPBP 0 ri 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY. ei o 2.GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS(ON THE 'D .V EXTERIOR OF THE FOOTINGS)SHOULD SLOPE DOWN AT A 5 PERCENT F / MINIMUM SLOPE.THIS MUST CONTINUE FOR AT LEAST 10 FEET. SCALE 1I 6 4O'-O" / 3.IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD BEARING y / 14'-0" / VALUES IN!RC TABLE R401.4.1 SHALL BE ASSUMED. o / 11 ' 11 1/2" b' 3 1/2" 21' ��ff I" 25' 0" 4.FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW 1/4" - 1' U.11.0. 3 2 PREVIOUSLY UNDISTURBED SOIL.FOOTINGS ALSO MUST EXTEND AT LEAST 12 1 5A INCHES BELOW THE FROST LINE(THE DEPTH TO WHICH THE GROUND - Ll A4 A4 44 FREEZES IN WINTER)OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD 3-26-2020 a Lu r r c , • Y • III \ \ \ HAVE A MINIMUM WIDTH OF I2". 4 a I 5.TOP OF THE FOOTINGS MUST BE LEVEL;NO EXCEPTIONS.PREFERENCE FOR a e _ - THE BOTTOM OF THE FOOTING 15 THAT IT IS LEVEL EXCEPTION:IF BUILDING • •- •- -1 n ON A SLOPED GRADE,YOU GAN STEP THE FOOTING A5 MUCH A5 1 UNIT Q I I I 1 ' I - t • - • - o VERTICAL PER 10 UNITS HORIZONTAL(OR A 10 PERCENT SLOPE). 2 ' I .- . • ,- - I - - ,• • ••- • - • • • I p'4 - m b.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS A4 . . SA I SA - OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18"X 24•'. A4 A4 I I-' : ' I • — V I - ' : •, ' - - ••' I • - _ _ • \ OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN ib"X 24". ' I - _. I - - _1 _ - L WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS 15 BELOW GRADE, •• •• - AN AREAWAY OF NOT LESS THEN 16'X 24"SHALL BE PROVIDED. THE BOTTOM I I -• •• • •- • - - ' ' - O - • - - . - OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS .I I I 'Imo" 1 ' • C: •.'•, •s•- _ • - OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR 1 ' ' U _ • TO THE RESIDENCE. ` I ■ - I - , ' I', - . ,•I " I , ••• •• - m m _ 1.FOUNDATION VENTS-THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF I. THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE I I. • _ - ,I•-, I • 'I P' , . A4 A4 O OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH Can �O , _ ION WALLS OR EXTERIOR WALLS-THE MINIMUM NET AREA OF I ,'. •' •• .•`• ' - - ,•o •'. - - - - VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR s :, �. '• C,• C '• I I - A4 •. < - - (1, - BUGKOUT FOR DOOR • EACH 150 SQUARE FEET OF UNDER FLOOR SPADE AREA UNLESS THE 1 . �. I I •• - . ;, GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. I I I ., I -- - - - - � - - .I - f, I ' , .• - . _ e I - - _ - WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED,THE MINIMUM NET R I • Y- I ' I I . •• - _ •• m - AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT I ' _ I . .. _ • ' - T -, FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA.ONE SUCH y I ••' - - - Zo G OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE -• - I I •• t , - r . . CI VENTILATING F _ ' _ A4 ry BUILDING. g 12'-0" I • • - I I I ® • • T •• : Q 8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON a L. _ _ - L __ - J L--- - - 0 - Q. •. •• = _ - - - - - O CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN _I E L - - '- - - ® ° - - , ACCORDANCE WITH THIS SECTION COLD-FORMED STEEL FRAMING SHALL BE � „�.I• - - L; _ • '��•'. , A�Q:QQ�••• m I .•- `� • , • 4'CONCRETE SLAB _ _ _ . , _ - (V ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL ' '• .. _ - -_ - -- -_ - ,- - •- -_ — —, — T '•4 •• • .- - 1T2 SQ.F7. - • • _ _ (T) PLATES ANCHORED TO THE FOUNDATION.ANCHORAGE OF COLD-FORMED 8 m -.•-, ;• . , .• - . . ` - •• • - • - A4STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL e Y A I I I T , FRAMINGSHALL BEIN ACCORDANCE WITH THIS SECTION AND SECTION 1 .. , - . ' • .. 8 1!2" - - • R' i . . I • .. _ SEE NOTE 93 FP • ` - - A4 • .. I - '• - I' , ', - _.. �' .. •' _ - - - - R505.3.1 OR 12603.3.1.WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON 3 L.SEE NOTE 93 FP C - - - _ ' ' -J - .. - , - • o ' " // 2' ' • •• '�, - -• - - o , - - _ _ - _ _ MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PANELS AT g •�• ,• •: •: - . - .. BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES 8 1 I;II I r 4" CONCRETE SLAB 126 SQ.FT. •I SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER Of W ' ' 1 I '.- '•• -- - .I e r- - - ` — — - - ' (12.1 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET(1829 MM)ON . 4, li '�'-•♦ ill • , - -• . •. . �.. . - 1 - I -• - - - • -• - CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPADED A5 •~i V. • LL • • '• . - • - • - ' — �� REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER it _� 1 I �' • - ' •" -• • •••• - •''- 11-3 i / - - _ (12.1 MM)ANCHOR BOLTS.BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES(178 ,s. 1 w % _ • ' - I 9 in • ' MM)INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. • . •, 1 .n _ 0'-9" Zo .. o THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE - bNAL 1 I m PLATE A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT Za - THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE tunas VW - O \ \ ` BOLT LOCATED NOT MORE THAN 12 INCHES(305 MM)OR LESS THAN SEVEN (V 5A 5A W J BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION.INTERIOR Etic�iu SE2`S $E.Q C. _ r�- - TI A4 A4 A4 A4 BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE S Fart 5 •1 cV _ .. ( ' . • '.. . I I : q• CONCRETE SLAB 1,690 5Q.FT. I - • NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH TT£.MS �•-!LY . • a - - - APPROVED FASTENERS.SILL PLATES AND SOLE PLATES SHALL BE O •• .- -:•,:. 1 - •�'9a R-10 INSULATION UNDER SLAB : _ ' 11 ' " O _ BUGKOUT FOR DO CO O PROTECTED AGAINST DECAY AND TERMITESINHERE R REQUIREDM) ED BYLENGTHSECTIONS •• •I OR • I 1 A4 5A 3-� 5-0 — / cA I R317 AND R310 EXCEPTIONS 1 WALLS 24 INCHES - SEE NOTE 94 FP. • ( - . A4 I I - A4 .. ' •: •' , _ - •I in n - 5A i 9"4 2'-0" OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL BE in • • • • Ih I I , r ,' l • I p`4 co I -- ^I ANCHORED TO THE FOUNDATION WITH A MINIMUM OF ONE ANCHOR BOLT •• ,• / I 1 17 Hv HOEDOWN • I _ • - - - I , LOCATED IN THE CENTER THIRD OF THE PLATE SECTION AND SHALL BE - Il r - . _ '• I L_ _ ` \ L _ - _ • j (r) I iV ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN 1� ITEM 9 OF TABLE R6023(1).2.CONNECTION OF WALLS 12 INCHES(305 MM) • - _ 1__�_ Il HV HOLDOWNI 1 'I - " : ® 1' �j 9 I a.. I L� _J TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS • _ Ro I — — —y 5A SEE NOTE 93 FP TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED THE + A4 WALL SHALL BE ATTACHED TO ADJACENT BRACED WALL PANELS AT �SEENOTE93FP•• •.. i .. , . • • . _. . . 'C ' - 'I I 1 2r m :'/ , , LU .� •• I SA' F t - - •- � - ,• - . „ „ CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). • �. ' Aai- Aa / 220 X30 � v 1 • I - 1 - - ' -,I . 4 CONCRETE SLAB a ' „ - I. .. 17 HD HOEDOWN 5 1 T- / 25 -0 C . • 1 9'-0"- - 405Q.FT. I I. • • ILI a,- , / 11 HD HOEDOWN I 13'5 1!Y O .n ` r - - - - SA — — Iei S I .. . I I. M1 II Z In CV ( 1. TYPICAL le 4, 0„ �' 5.-0" CI I A4 I. • • • I • a ... . :f• I FOUNDATION PLAN FRAMED - 1/1605B W CZ co _ I I I I ` , WALL Z rY 0- , M �� SCALE: 1/4" = 1' 2 X 6 1NALL W to W K �_ 1 _1 'v _ .,` 3" X 5" X .25" v o_ Q W_ d I - _ .. t p t SLABS BEARING x •1 I I ` : ` - ' A4 A4 SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 95%RELATIVE COMPACTION. IT 15 STRONGLY PLATE �I f- "( V ~ *' • • _ : I _ �:, ° • - • • I RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. V 0 • _ I I - -..'-�• - ,- I I -' • ' - -I UNDERSLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 PSI COMPRESSIVE STRENGTH UNDER SLAB. IF 5/8" X 12" •SI . ` ■ ` 0 • V V • -• USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. ANCHOR BOLT Ili 1 NO 0 I- IL I • . - : - I I I p I . c • ✓ , '••• • • SLAB THICKNESS: USE 4"MINIMUM. 5A 5A I I I l .. I REINFORCEMENT:USE ANY OF THE FOLLOWING: �/ Z.A. A4 , A4 _ , , .. . • . •I I -. �' -• - I I :' ' .• '' .• _� -MINIMUM#3 REBAR AT 24'O-G.EACH WAY CENTERED IN SLAB. V W eo- - • . _ • - • . . -WELDED WIRE FABRIC,MINIMUM W2.9 X,b X b(6 Ga)CENTERED IN SLAB. SPLICES OVERLAY 8"MIN. I 1 • L I ^ 4 •--14,-r CI 6-3.1/2' : •• - .b'3 1l2' _, J -FIBERMESH PER MANUFACTURERS RECOMMENDATION. Imi I � . .-. . I r- - I cn_ 2 - _• 1- I -HELIX MICRO REBAR,MIN 5LB5 PER GUBIG YARD. TYP'.• T " -'� I' .• •'. •_ -. - A4 , CONTROL JOINTS:MAXIMUM RECOMMENDED SPACE=8'O.G.EACH WAY. THIS IS A NON STRUCTURAL ITEM AND MAY BE FOUNDATION • A4 . ,�. 1'. e •.I. in CHANGED OR OMITTED BY OWNER. YVALL -� _ MEL �... I VAPOR BARRIER:USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. ♦ I- I ; • :I r 93 FP FOOTING PAD rF 2 O FOOTING:USE MIN.,24'SQUAREXB'TN-I-. €oil LO O' A4 I I A4 : I L P'4 IF IN SLAB AREA,FOOTING MAY BE MONO-POURED WITH SLAB OR BELOW SLAB.HEIGHT MAY INCLUDE SLAB HEIGHT IF t Z ' i o�oa L- - - - - J. I POURED MONOLITHICALLY. wo k I I 'IL PLINTH:IF PLINTH IS CALLED FOR USE ROUND OR SQUARE PER ARCH,MIN DIAMETER OR WIDTH SUCH THAT ALL REBAR o,' S. L J ` ` AND POST BASE CONNECTORS HAVE 7 MIN.,3'MAX.,CONCRETE COVER ON ALL SIDES.CHAMFER PER ARCH OR AS <• o Ip=b NECESSARY TO SHED WATER. TYPICAL FOUNDATION BOLT (Lk° w 2 PLINTH REBAR,USE 4,#4 VERTICAL,EQUALLY SPACED,WITH 4',90-DEGREE BEND AT BOTTOM FOOTING REBAR. HOOPS s3aoF A4 OR HORIZONTAL REBAR 15 NOT REQUIRED IN PLINTH. z,3ZLLo w / 15' 0" ♦ 12' O" 1♦ 1 'L/ 3'-D" FOOTING REBAR o USE 3,#4 EACH WAY.3'FROM BOTTOM- 3 a¢""'�0,0 94 FP FOOTING PAD 0 a=. FOOTING:USE MIN.,36'SQUARE X 10'TALL- 11 §=17 17 IF IN SLAB AREA,FOOTING MAY BE MONO-POURED WITH SLAB OR BELOW SLAB.HEIGHT MAY INCLUDE SLAB HEIGHT IF __ a p"°'" 11 Hi. N0L.bow�l "z¢�� POURED MONOLITHICALLY. \I`/- FOR SPACING SEE ppl ALT 1 -HOLDOWN PLINTH:IF PLINTH 15 CALLED FOR U5E ROUND OR SQUARE PER ARCH,MIN DIAMETER OR WIDTH SUCH THAT ALL REBAR SHEARWALL SCHEDULE 8 o 'z zorcz4 MIN.CAPACITY:GOOD FOR 2185 LB UPLIFT. AND POST BASE CONNECTORS HAVE 7 MIN-,3"MAX.,CONCRETE COVER ON ALL SIDES.CHAMFER PER ARCH OR AS I Q i w Fc 2 HOLDOWN:USE LSTHDB FOR NO RIM JOIST CONDITION. NECESSARY TO SHED WATER o w o FOR RIM JOIST CONDITION USE LSTHDBRJ. PLINTH REBAR,USE 4,#4 VERTICAL,EQUALLY SPACED,WITH 4",90-DEGREE BEND AT BOTTOM FOOTING REBAR HOOPS Z P' w - - OR HORIZONTAL REBAR 15 NOT REQUIRED IN PLINTH- _ `i a N 2 NAILS:U5E 16,16D TO FULL-HEIGHT STUD A5 FOLLOWS. - . . ;, a a 2 q STUD:USE LARGER OF:KING STUD A5 SPEG'D ELSEWHERE:OR CHOICE OF 2-2X 3X OR 4X FOOTING REBAR USE 4,#4 EACH WAY,3'FROM BOTTOM. - . ' \` - O o m 0 a \� II ALT2-HOEDOWN -• - - .• • . . Mo HOLDOWN:USE HDU2. _ _ z LAGS:USE b SD5 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE' • _ e • a o ANCHOR BOLT:IF WET SET,USE 5/8'DIAMETER SSTB16,OR 5/8'ALL-THREAD WITH NUT AND 3'WASHER ON EMBEDDED MINIMUM OF(2) ' MAXIMUM END.MIN EMBEDMENT=12'.IF TOO LONG TO FIT IN FOOTING,BEND 90-DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3" BOLTS PER PIECE OWNER APPROVAL 9"MINIMUM COVER AT BOTTOM OF FOOTING. - , FROM END OF PLATE IF ROTOHAMMER,USE 5/8"TITEN HD OR ALL THREAD&EPDXY,WITH 6"MIN CONCRETE EMBEDMENT,CENTERED IN STEM • - .. INITIAL: WALL. d PAGE: • AS OF: TYPICAL FOUNDATION BOLT PLACEMENT J. SYKORA, GPBP r� - T-SIDING MATERIAL . --SIDING MATERIAL n BRACED RETAINING WALL - TOP OF WALL 15 CON —ThlNECTED TO FLOOR DIAPHRAGM R-21 INSULATION i/16 osB BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION "I/16 05B n \_ Y 1/2" SHEETROCK • - 1/2" SHEETROGK __ ` NAILS OR SCREWS 3/4" SUBFLOOR 3/4" SUBFLOOR --- cm 2" OG. STGGD r A B C D E F G V IN Y Z 1 >< A B C D E F G V IN X Y Z t 1 _,' _OPTIONAL PATIO) oi 1/4" = 1' U.N.O. oi a I i NAILS IN BLOCKING �. - F FLOOR JOISTS LENGTH FLOOR JOISTSt.. W LENGTH � ,' RETAINED WALL (JOISTS PARRALLEL ONLY) RETAINED WALL ° •FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING G FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL FOOTING FOOTING WIDTH HEIGHT THICKNESS SPACING *' SPACING REBAR @ REBAR REBAR TRANSV. CONT. /A35 P. ONLY/ HEIGHT POSITION V,IIDTI.{ HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. F n 3-26-2020 a HEIGHT POSITION OPTIONAL 4"SLAB _ -. 1 / REQIFA>4' ` BOT.L BEND - I (GARAGE, PATIO) BOT. L BEND pI S ± 3 _ 51MPSON HAIJGER 'u 0' - 4' CENTERED " " " 12" NOT u 24" F °j- ��. .. ' IL ` W ' - 1s" " " „ REQUIRED NOT II 24" #4 24" N/A (2) # 4 IF 1015T5 PARAI) Fl E . • i IIEH 18 b b b #4 @ 24" #4 @ N/A (2) # 4 1F 1015T5 PARAI I Fl 17 4' CENTERED REQUIRED �2 b @ @ _ . • p b b QU - INSTALL"G"BLOCKING =III-,F w -INSTALL"G"BLOCKING W t1 ,.a `' • w !�)RAYS i={I{- 1�! _ C ,'^/\ IN/91 RAYS 1 u 11 " 56" 4 qu bu #4 /"1 24" #4 @ 24" #4 @ 24" (2) # 4 IN OR NAILS 1nl -I I I�I I l7 N v 4' 1 "- 6' 5" 24" 5" b" 56" 45" 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 SCREWS OR NAILS E �, ' z o 4 1 "- 6' 5" 24" 8 bV Y ` _ il 3"O.G.THRU SUBFLOOR . , . . I A F 3"O.G.THRU SUBFLOOR -_III I I -11 I I � z � W np p GRAWLSPAGE ,1—_ EL 'A a �J J 1 " 6" 32" 10" u 11 11 II , GRAWLSPAGE �p 18' MIN. * m b' 1 „ - 5' 6" 32" 10" 5" 28?' 25" 5" #4 @ 16" #4 @ 18" #4 �q 16' (3) # 4 X 1l �BELOWIGRADE' o w CJ V 18' MIN. 6' - S 8 28 28 8 #4 @ 16' #4 @ 1 e" #4 @ 16" (3) # 4 BELOW GRADE I (.1 4I'TIGWHATLI ONLY X I 2 Z #5 14" #5 15" #5 @ 14" (4) # 4 R 1oX 4 P.T.EXPANSION INT. EXT. I 1 I- o �� 4"TIGHTLINE ! ^ p," 42" " " " " " #5 14" #518" #5 @ 14" (4) # 4 1 X 4 P.T. EXPANSION INT. I I ��i J Z 8 1" - 10' 8 42" 10" 8 1 t3 18 8 @@ 8' �" - �0' 8 1 0 8 1 S 18 S @ © \_i EXT.WALLS ONLY J -CONpITIONED AREA SLAB _11 i- I Q -CONpITIONED AREA SLABI. � ON GRADE MIN LAP SPLICE=24" ON GRADE MIN LAP SPLICE=Z4" i Z Y -,i 1 z Z Y 11 I_ 'o B !I4 s � .�. `SLAB OR FILL SEE OTE#1� - GENERAL NOTES: NOTE #1 LAB OR FILL SEE .rE#1 it B rat GENERAL NOTES: NOTE #1 , ' Ills= I I z _ 1 NbnI-2I I ,'II I F * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE a R-10 FOAM 'WI. d DRAIN ROCK {,INDER,-MIN. 11-11111n— • 4'PERF.-III= * A55UMED 501E BEARING PRE55URE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED _ "ND=R,-MIN. D 3" - . PERF I1 ( E R-10 FOAMWHEN NO SLAB 15 NEEDED.* COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. rv10 MILve D - III COLUMNS F, G ARE MAXIMUMS. MAY LESS. IN/10 MILv6 Ws. * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT.(A) FILL REQUIRED I I, -i .:.LE-1 E INALLS D"I _ b MILL ve '' I- " ix?. "RF:ON" I $ =1 6 MILL VB --- _ ' MAX „ -' I IF NO'SLAo=! I I-- - 1 I!� I _. I— I 1=1 11= V I( III LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE —V — L * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/25 PSF MAX SNOW. 0' -4' NONE I I-jIF'MILL VBBI I I-* _III G _-1 I �' =I I I—I I� I I I_�TOE 111=1 11=G1—I h I H EL I�I I-I I I-1 I p * 5' - b' 12" I I=1 I I-III-I I i TOE-=-III=!I 111 .—III=1 I I-HEEL)I l—III—III= * REBAR MINIMUM GRADE 60. 5' - 6 12 II 11�I I=III- =I i I� I I=)I I I 1 REBAR MINIMUM GRADE 60. -I 11=1 11=1 �-!11=1 11=1 I I=1 I I 1 1 I i 1 I--I 11=1 I I I-I -III-III-I I I I I I-I !I- 1=1 I I=1 I I=1 a * CONCRETE MINIMUM fc 2500 psi T - 8' 18" I I=I I I - I( * CONCRETE MINIMUM fc 2500 psi T - 8' 18" _; I I=* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF= Q I * A55UMED SOIL BEARING PRESSURE: 2,000 PSF= — ri — ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" I I=1I I-11 I=1 I I�I I=1 I I=1 I1=1 I I f I L=, ,III—I I 1=,,III;I I1=1I f;,I I ** ANCHOR BOLT SPACING USE LE55ER OF THIS OR SHEAR WALL GALLOUT. 9' - 10' 24" NOTITO SCALE ri NOT To sGALE"—" '— ri—"'—" ' OfM ,Yr` NO FLOOR [ HANG MATERIAL IDING MATERIAL '; A 7/16 05B CANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM 12" MIN._ T/16 OSB � ' II; RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" \ 1 PONY WALL �® n`' 00 1 X 4 P.T. EXPANSION INT. 2 X 6 WALL I. 1^I R-10 @� A B C D E F G V W X Y Z i 2 X 6 WALL %u zo A B C D E F G V ` X Y Z -BASEMENT PERIMETER tope , ABOVE GRADE AREAS � � �I�i, EA- IAIEER'S SEAL. -CONDITIONED AREA SLAB F m ' ` F a IS Fn2 Sf/l- lb LENGTH 1 LENGTH I 6" MIN. =TE.M.$ e.-4c-Y. LENGTH RETAINED WALL UNBALANCED WALLFOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING FOOTING HEIGHT ICKNL ANCHOR BOLT BLOCK REVERT. VERTICAL HOAR. FOOTING FOOTING - - 0 HEIGHT POSITION •-• >.?r•.'- � i1 WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR@ REBAR REBAR TRANSV. GONT. _ I _ _ I HEIGHT POSITION WIDTH HEIGHT THIGKNE55 SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. - e CRAWLSPACE 1.1K- I p-TH I !-o 80T.L BEND BOT.L BEND I 1i11 R10 FOAM MI U , - , 1 Q" bu bu SEE NOT bu #4 @ 24" #4 @ 24" N/A (2) # 4 114 1 I I_1_. !U 0' - 4' CENTERED 1 8" b" bu SEE NOT 611 [} /1 2,4" #4 �q 24" N/A (2) # 4 ru 10 MIL v6 R-10 FOAM K, E w (! 4 CENTERED V !I�I I o REQUIRED l"J' 24'MIN. IM�I SHEARWALL REQUIRED -� SHEARWALL UNDER,MIN. �� m p \ _ .I I E I= -' 4' 1 "- 6' 3" 24" SII b„ 5EE NOT b" /� 15" *4 @ 24" #4 @ 15" (3) # 4 W ®I A w a 4' 1 b' 5 24" 5" b" SHEAERWALL REQUIRED b" @ 1 b" #4 @ 24" #4 @ 18" (3) # 4 IN .1 4"TIGHTLINE'I�11I 11= z SHEARWALL REQUIRED l'^-' I • i .. `` - - Ou " II SEE NOT u ' V aa �Ifi�_ I 11� 1=_ LL.l b' 1 " - 5' b" 36" 10" 0.a 5EE NOT 5" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 X J Q 6' 1 - U 36" 10" V SHEARWALL REQUIRED #5 @ 11" #4 @ 18" #5 @ 11' (4) # 4 I-1I I, A=1 I I=�IJ z V SHEARWALL REQUIRED Z - 4 @ �q @ (t}) # �j XGLR 78 NRODE I= Q �1 11 SEE NOT 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 REQUIRED V R i X I — O 2"GLR. III w SHESEE NOT " �711 _ i.BELOW G 1- _ _ j I � O 8' � „ �0' p•" 4 a" 1 On " SEE #rj [)" #5 1 i'j" $$5 9" 1 X 4 P.T. EXPANSION INT. I 1 I 8 1 10 8 48 10 8 i V V I !1 - III;Ili= _ SHEARWALL REQUIRED SCREENED 2"PVC I MIN LAP SPLICE-24" CONDITIONED AREA SLAG I I ! ! hl w WEEP HOLES 6'O.G. - ON GRADE MIN LAP SPLICE=24" N 1,."TIGHTLINE lb"MIN. I Z-p. .Y _ ' L W C� b r LT GENERAL NOTES: Z Y , B 24"MIN. FOR GENERAL NOTES: NOTE #1 •SLAB OR FILL-5EE OTE# 1 '�j B !I - I Z (K W .Q 10'WALL _ W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. "!�i� - I I `1/4- I W W * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY U5E GREATER. Willi _ * COLUMNS C, D, E, FILL OVER FOOTING IN GRAWLSPAGE II--; Ii- n lip��glin -0RAIN ROCK * WHEN NO SLAB IS NEEDED. 110 FOAM iIv QMaIll _ DRAIN ROCK)H COLUMNS F, G, ARE MAXIMUMS. MAY LE55. J^u 10 MIL vB D . 4"PERF.-III= W to _ l;NDER, MIN �� * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D I I I • �1 . 4"PERF.- — * ASSUMED 501E BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED _„ill 1E1 I 1 •i I- *• ASSUMED SOIL BEARING PRE55URE: 2,000 PSF I i r " I I I� i6 MILL v6 I=1 I1 I I IE I I , III V M 11- * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. 0' -4' NONE IF NO SLAB `/ —I !I III= v V 0 0 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. -I I E II-- i I 1 I 1 G I I I=I I{-III-III '� G I I-1 I�-I I I�(I v * REBAR MINIMUM GRADE 60. 5' -b' 12" TOE HEEL• ' 1 ' ' ' I= W I v * REBAR MINIMUM GRADE 60. III�II 1. 11 I�I TOE -I� -i 11 I i! I. HEE h=11 i t ! ! -III p * CONCRETE MINIMUM fc 2500 psi - ASSUMED SOIL BEARING PRE55URE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi A55UMED SOIL BEARING PRE55URE: 2,000 P5F I= 0 Z ** ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL CALLOUT. ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. III � I— z, NOT TO SCALE a_ LII (-Ni NOT TO SCALE cr SIDING MATERIAL / 12" SONO-TUBE , 6 X 6 P.T. POST x CO / CASE A SIDING MATERIAL CASE B ° �— 1/4" X 3 1/2" DRIVE =+ w �� ABUSE/ POST BASE � / RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR i R 21 INSULATION �— T/16 056 RANI_ 48" O.G. 2 X WALL A _ WITHIN 12" ?/16 05B ` 1/2" SHEETROCK • 2 X TREATED PLATE R 21 INSULATION %\�%\\% 1 X 4 P.T.EXPANSION JNT. I ��� 1^' R-10 @: 2 X 6 WALL 3/4" SUBFLOOR ^! (WHERE NEEDED) 'v • \ \ • A (4) GRADE 40 A B G D E F G V I ` X Y Z -BASEMENT PERIMETER I �� R 10 @. -1=•' - ///�/ #4 REBAR -GONDITIONEDAREASLAB eV 1/2" SHEETROCK K \/�. / VERT. HOOKS � (� ,ova ABOVE GRADE AREASof. a,. ON GRADE 1VA/� j AA/�A/VA/�Ai�A/VA/- - V 1 wm` • -CONDITIONED AREA SLAB F EA it } _ 1 ►_ \ \ \ \ \ \ \ ° ow FLOOR JOISTS m ,./�/, /�/,,/i�// /A.,xv/-� J o=i LENGTH ON GRA4"SLAB , V - "'O° UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING )k m 1i I ^ C '\�//\\ (4) GRADE 40 w o � p �I A35 TYP.ONLY 4 Z ��/V�VA� - 1 '_�" �wb HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR@ REBAR REBAR TRANSV. CONT. - �1 A REQIFA>4' zizo -�� - �� #4 REBAR E.W. 322� _ R-10 FOAM ---Sc. �wO" k°aa BOT.L BEND Rine FOAM R-10-� u fi -- ..=V.. ///. ° / /. .. W/10 MIL VB _ _ i / \i r3wos 1�1 I - _ - - - F I �/ ,/ " //./UNDER MIN. Ze ' ' / / / (, 1 0,82> FOAM II _ I F �' R to FOAM j// �/A %%%�/, F�� °so „ u " SEE (, //��11 E 11� I�I I IF 10IST5 PARAI 1 Ft .. W/10 MIL VB."/�AYA/� ;/A 1 6 %/A/' (2) GRADE 40 I " . \ AA � � oQ� 0 - 4 CENTERED 1 b b REQUIRED b" #4 l:- 24" #4 @ 24" N/A (2) # 4 W110 MIL YB (®BAGEr�Nr 1u[, - _ 1G J a PERM ETER -I m -INSTALL"G"BLOCKING \/\/\/\/ \i \ \ ` \ \ \�\/. SHEARWALL UNDER,MIN. ABOVE GRADE AREAS) ICI I=I=1 I=I I= W NDER,MIN.A/AA/AA/AA/A, ���AA/A j AAA \'• #4 REBAR MAY VARY-PER PLAN �/A/AAA/AAA//AA//�. w t o imi -II ElII-III� I I m IN(2)BAYS. :�VA;AA�VA�VA�VA�VA,`.. w°` 24"MIN. u _ill all _� I I— I I�I g -SCREWS OR NAIL5 E t • Z - nut I I A I I�I u 3"O.G.THRU SUBFLDOR �� A ��°° O z �� THICKENED FOOTING -- POST FOOTING �=awLL a I I—I 11=' o GRAWLSPAGE 8" MIN < G =1 I I� I -1 I H I 1 - BELOW GRADE i a �V� SCALE: 1" = 1' SCALE: 1" = 1 ' "¢ ° < ww x rithitI !S- X L o N=< F III, ,III-1 I I=1 I- ' 4"TIGHTLINE S Q Q WI LA 1 L_.I 1-. 1 X 4 P T.EXPANSION INT. I EXT.WALLS ONLY =w� GENrE LI I = w ® J D ��r-g--GARAGE DOOR i MIN LAP SPLICE=24" w R-toy: Icy{, � J Z. a=� SCREENED 2" 6'O. - --m -CONDITIONED AREA SLAB PIM MIN LAP SPLICE=24' "- BUCK OUT FOR GARAGE DOOR _w "' WEEP HOLES b'O.G. ON GRADE I� a a • !—III 1{ w Y .,4"TIGHTLINEi_I I I I I I Y i m 4" GONG. SLAB OVER 6 0 oy TA Nw _ —I IL VAPOR BARRIER ON �pz~ Z III—III II -LABOR FILL-SEE NOTEIt1 • B I� _i • GRANULAR FILL IIL. iT., ing GENERAL NOTES: Eil■ B � TI�I I I� � ' --- _ � I� I 1 i I k �` Th?%%� V * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ��®I _ ` �` R-10 FOAM �� /: OWNER APPROVAL * A55UMED 501E BEARING PRE55URE: USE 2,000 PSF D _ ORAw RocK' IN/10 MIL VBL DRAIN O * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. • •4'PERF III= —UNDER,MI,,. 4" •PERT' I I- j\ \, �/#4 GRADE 40 I I =I I I _ - �\ •+�•�••�`A I I�� -I I6 MILL VB EwP✓+�SONLY) \/�\ \% #4 REBAR INITIAL: * REBAR MINIMUM GRADE 40. I=I I In I I I I 1 , C V 1= I I E 1 H I=1F No sLAa-1 i 1= I -I I G V 1i I 1 !\/ PAGE: 11I=1II�IIE 11I 1 1_ 1I1I=I1 IEH —III F! 1! �' —III I ii 1 It= TYPICAL FOUNDATION WALL * CONCRETE MINIMUM fc 2500 psi I� is roE 111=1 �1=1 1=i HE _111 I I— I I I— bill*, =1 I�I I I-TOE- I I� I I-I 11=11 I—I 1 HEEL ** ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL GALLOUT. -III 1 i —I I I� 1 I=11—( ' @GARAGE DOOR I I I I_ III 1PRE5 III I III ! IIS MIME BEARING PRE55URE: 2,000 PSF_; SCALE: 1 " = 1' ASSUMED SOIL BEARING PRE55URE: 2,000 PSF II` A55UMED 501E -1 I I- 1-1 1 1-1 11=! I I- NOT TO SCALE NOT TO SCALE _ _ OF: FLOOR PLAN NOTES J. SYKORA, GPBD 0 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED 1 IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, 1`I REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE c BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE a I DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. - - - 40,-0„ / 2 SHELF AND HANGING ROD. 1/4" = 1' U.N.O. N 1- 12'-3" / 6'-5 trz" 4 21'-3 1/2" / p r 11 P • —I • 1 r a B ° - . n—I 3 BUILT IN SHELVES. 3-26-2020 d a ` \ I r 1 • r ° 4 CABINET-OWNER/CONTRACTOR TO VERIFY. I r F o 1 11'-6 I--' ImA I UNFINISHED: ° . I > 5 0" t 1,L -NO FLOORING r EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5] -NO WALL SHEETROCK 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" �\ mw� HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. a r n ' I BEDROOM #2 �� 10 I V_ • 1 NW 5 1/2 5Q FT ._ WORKSHOP _ _ • O 288 5Q FT o o WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH m I m I I- FULLY FNISHED _ AS A CLOCK TIMER WITH O ZONE RATING OF I.S OR LE55. .. . WI • I I FULLY I I a FAU.ON IS"NIGH PLATFORM.TOP OF PLATFORM TO BE 1 LIB-T 8 G PLYWOOD- 188/511. ■ Z I 1 r FINISHED I ELECTRICAL PANEL EXPOSED FACE AND SIDES TO HAVE I LAYER 5/B-TYPE"X'GYP.BD. NO FURNACE SHALL W ry • I I •' I 4LEILING - I I SINK ROUGH IN CONCRETE FLOOR BE INSTALLED IN ANY CONFINED SPATE WITH ACCESS ONLY THROUGH A BEDROOM, Q 0K in I _ I1 l • VENTILATION TO EXTERIOR • • BATHROOM.OR CLOSET. PROVIDE AT LEAST 30-OF WORKING SPACE IN FRONT iii \\\ 1 FURNACE. O I m 20 BATH (II y SHEETROCK CEILING I FLOOR DRAIN Cn ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE I . INSTALLED.SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES >>> SQ I 4LEILING y ? I T1 SQ FT 1 I I (1 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, S I J )Vl END OF PIPE LESS THAN 2 FEET ABOVE GROUND.POINTING DOWN TANKS SHALL BE 2 swxe oO 6 I 1 STRAPPED WITHIN UPPER I/SANO LOWER I3 TO PREVENT OVERTURNING IN AN I I o 1 3068 I ` EARTHQUAKE. R � � Irk I „P a PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT&COLD SHUTOFF +j 406E m I HALL I I CEILING DROP FOR HVAG m i3 a. 6 CONTROL VALVESfl WASTE AT WASHER_EXHAUST DUCTS SHALL NOT EXCEED ATOTAL p .D 1 T'-6" Q COMBINED HORIZONTAL AND VERTILAI LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF CLOSET 2 O 1 Q z I 1 ry 1 THE DUCT SHALL BE REDUCED Z.5 FEET FOR EACH 4SDEGREE BEND AND 5 FEET FOR F 11 S0 FT 29 5Q FT 22 EACH DEGREE BEND. A MINIMUM 4INLH DIAMETER EXHAD.T DUCT Of I ` 2 CV a \\ • a SMOOTHBORE,NONCOMBUSTIBLE MATERIAR REQUIRED WITH BACK-DRAFT DAMPER. o L_ — ,1P - — — — L - - - - _ TIP - �P UTILITY E _ _ _ __ _ _ — I 3E 5G°T i T3P 1 - . `- '�� _3068_ 3668 II SHEETFRAM ED CEILING AND O • MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE FRAMED WALLS •4 PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 a 1 - " • ��� • L.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW . _ 1 O • 1 0 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE ISIINCHE5_ DRYER,KITCHEN. E 1 1 1 STAIRSAND BATH FANS TO BE SEPARATELY VENTED TO HE O TSIDE. INSTALL DUCTWORK o 19. 613 865Q FT — I r - -I PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE i / CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS.APPROVED FLEX - I B I I • CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH t DOMESTIC DRYER EXHAUST. D _ _ _ _ I I — GAS / I I t ` ` J e TS x30-MIN.ATTIC,ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 4.- ,p o V UP _ , r TIC, a FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN IQ-PLYWOOD. WAS V II 3.6.' 11 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR CAS' Wo Z _ SEALED TIGHT. F ,•REG ROOM 1 3i . frO it / 1 213 50 FT o p - 12 GUARDRAIL36'ABOVE FINISHED FLOOR.STAIR HANDRAIL 36-ABOVE STAIR NOSING. r C1 - INTERMEDIATE RAIL SPACING SHALL o >D 14 Q C THROUGH PER I.R.C.SECTION S1D,2 NOT ALLOW A P pIAMETER SPHERE TO PASS — / 4 CEILING s �' _IPRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE CONSULT WITH OWNER FOR FULLY FINISHED , r— TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 14NAL {��'A,`. / '. L WA o . 1 3 tin MATERIAL. �. VW CoI O 1-3 I • r .. .• 0 ; + .I. y 1 T-3 1/2" I 14 GARAGE FLOOR12 SURFACES SHALLINHE MIN.4'CONCRETEDOOR1 SLOPE TOWARDS CONCRETE FLOOR S ��E J Q1 SEAL. o I � �- MIN.1/B'PER 14"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL O � }.- - 24 I on 7iTEAw,S ONLY. o m -a_ = T— - I 15 TEMPERED GLASS (f 13'-3 12" r — › y 1 r---c /-11HDHOLDOWN 1 _ LL J r-� I I],� 73P I I Cal _ _I I . •a a ° 1 (V) 1 1 6 20 MIN.FIRE RATED DOOR WI SELF-CLOSING DEVICE. . _ Li —I- -. 1, I _ _1 T •� I—�T - .11 • L 11 HD HOLDOWNI 2 I '--Y 1 — _ -r. 1 L— J HALL GENERAL NOTES 2 EX I .. . a-' Ea pr] I m LEI 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE / • - SHEETROCKED 8 READY FO• inR PAINT _ ` 13P / : I . IIn TOP 40 —� m 2.ALL HEADER MATERIAL TO BE 4x 10D.F.R2 U.N.O. V - 11 HD HOEDOWN -: I EXERCISE ROOM o 1. - 3.VERIFY HEADER HEIGHTS WITH SUPER. Z 1It__ — T - - L y-0, ' 1 I 152 50 FT m I 17 P 4.ALL EXTERIOR WALLS ARE 2 x 6-16'O.L.STUDS,UNLESS NOTED OTHERWISE. IILJ �I--� 1l HD HOEDOWN - ` __. I 3'CEILING Z UNFINISHED: I 1 I _ O -NO FLOORING cU•_0•• S.ALL INTERIOR WALLS ARE2x4-16"O.L.STUDS,UNLESS NOTEDOTHERWISE. O Q — T1 P — I 11 P 0 -NO WALL SHEETROCK ~�— — 13'-0" b.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER ]Y� lI • I I nil I1 f -q 1rz / ` _ `A DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR I B'-B 1rz" I F I ij, O L , LOCATIONS. H . 0— < .4 Tr 11 I I E I lZ W / I 72-31rz' e di III 1 1 4CEILING BEDROOM # 1 I I m I I 2385QFT FRAMING NOTES O I N I L 4LEILING 4 I c CA c O l I— I T 286E �LI 206B T I 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. , ` :o f 1 m p r, ell I V V O Y et II 1 I SHEETROCKED 8 READY FOR PAINT I I I 6 0" I O I • 0 1 CONCRETE FLOOR r 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS 8 SIZES OF - O v I STORAGE ^ FOUNDATION/SLAB/JOISTS BLOCKOUTS. oI I � I I c II / M 1 ID I II FUTU -I I 234 so FT _� 1 ( , <� ENERGY CREDITS (Y Z Cry 201i INCLUDE' 12 S0 FTot tr l lm 6I I FOR TU EBATH UbH =UTURE SAUNA I SHEETFRAHED SG AND �. ENERGY CREDIT la 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR IL W N Q g I - INFORFUTUREBATH. 8 �G `T I EFFICIENT BUILDING ENVELOPE { I 73'-B 1rz I a�\ I I r— — J SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT J Cr m COP 4-4" I - -WINDOWS: U=0.28 0-5 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL x CO + in - FLOOR:= R-38 INSULATION II I TOP I ICJ r - ;,, PRIOR TO THE FABRICATION AND INSTALLATION. y I— �� .Fi 10 f I i -SLAB ON GRADE-R-10 ENTIRE SLAB 4 ENERGY CREDIT 2a 4.ALL TRUSS TO TRUSS &TRU55 TO BEAM CONNECTORS TO BE DESIGNED L N. - � I I T J AIR LEAKAGE CONTROL& EFFICIENT VENTILATION 0 5 BY MANUFACTURER I I _ -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR Z o a 5 9 1rz 1 1 -WHOLE HOUSE FAN PER SECTION M1501.3 5. FLOOR SHEATHING TO BE 3/4" COX OR 05B STURDI-FLOOR T&G, GLUE a( _� a I ys- o I — ,OP — — — — J I yl ENERGY CREDIT 3b AND NAIL WI RING SHANK&I's @ 6" EDGES & 12" IN THE FIELD. FACE zD2o L J AIR-SOURCE HEAT PUMP WITH 1 0 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16• —I Po1.2 MINIMUM HSPF OF 9.0 055 OR EQUAL. 0 } I} aNLLa �a�p 0SOi ENERGY CREDIT 5C b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 3�0, / 0" / EFFICIENT WATER HEATING 1 .5 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO O °Naga 31 - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. FLOOR HOEDOWN LOCATIONS. O so-6 D° 2011 war. TOTAL CREDITS 3.5 J bi1 T. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING �D"2o Nwz LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. ISpDfffi r HEADER CALLOUT 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Hi% D� P05T SCHEDULE HEADER SCHEDULE 20H Z ==W=° HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH ,1 1 „� �< 8011 �^ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE ■�■ „ow°a OPENING OF DOOR OR ADJACENT DOOR. w GALLOU_T MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK USE NOTES CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM o==�= z CONNECTIONS. XXP DEFAULT, ABOVE) GALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IF W aa " owo< COP 2- 2X4 4X4 USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) PLAN AREAS IS) o=ow - 11 P 3- 2X4 2- 2X6 4X6 20H 2X6, "L11 CONFIG 4X6 ,.<0 mo MAIN FLOOR 1,953 SQ.FT. enwoth- a= 12P 3- 2X6 6Xb 4- 2X4 21H 2X10, "L" CONFIG 2- 2X8 4X8 BASEMENT 1,094 SG.FT. OWNER APPROVAL 13P 6X6 PT bX8 CEDAR 22H 2- 2X10 4X10 TOTAL LIVING AREA: 3,041 SQ.FT. 23H 3.5X10.5 GLULAM 5.5X9 GLULAM GARAGE 182 SQ.FT. INITIAL: DEFAULT MOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL - SEE STANDARD STRUCTRUAL 24H 5.5X13.5 GLULAM 3 PAGE: DECK 304 SQ.FT. SPECS PAGE. ' STORAGE / UTILITY 210 SQ.FT. A5 DEFAULT BOTTOM CONNECTION ON PLATE: (2) FG OR (2) A34 WITH SCREWS, OR (4) 1 bd FACE NAILS. DEFAULT HEADER MATERIAL 15 DOUG FIR#2 OR BETTER. `2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. COVERED ENTRY 40 SQ.FT. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR (2)A34 WITH SCREWS, OR PCZ. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABYV, OR CBSQ. 'DEFAULT TRIMMER, USE (1)2 X STUD OR SIMPSON LUG HANGER EACH END. COVERED BREEZEWAY 151 SQ.FT. OF: ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/8" ALL THREAD, EPDXY b" INTO POST 'DEFAULT KING STUD, OPENING 6' WIDE AND LESS USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE. 'DEFAULT KING STUD, OPENING WIDER THAN 6', USE (2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. WORKSHOP 210 SQ.FT. BUTT, AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE NET SET OR EPDXY. UNFIN. SAUNA, BATH 148 SQ.FT. NED GENERAL NOTES J. SYKODE5I RA, C GPBD 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. n0 \ 40'-0 \ DRAFTED BY n 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. = U 2'-0" ♦ 11'-11 1/2"2 \ 6'-3 1/2" \ 13'-9" 1 8'-0" \ w 3.VERIFY HEADER HEIGHTS WITH SUPER. SCALE 03 A4 a A4 A4 1/4" = 1' U.N.O. t A7 - _ 4.ALL EXTERIOR WALLS ARE 2 x b- 16"O.G. STUDS, UNLESS NOTED / / 15FFSTitAP♦ r _° liP r / / C• a _ - • • ° - • - - , - a, OTHERWISE. W r r I, F 3-26-2020 cl 15 FF STrsAP� I I ' I 2 I -1 • 5A a� • 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED a- 5A 15A A4 I I I I I A4 4 • A4 OTHERWISE. A4 i A4 6m me Al 'y A b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Alii .■ 1 11'-11 1rz• I I s 20'-01rz II s'-0• DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR N '^` ` LOCATIONS. ` V 1 II I . I FI.00RBEAM - b 1I . ,I "1, ` Al A4 A4 ' ^IT? Al_ I I m l L I 5A 5A v , I 1 r I A4 A4 FRAMING NOTES w L-I I 1 1 42B A4 Q a _ 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Al I -‘%.- t- I I 71 1 I --- \ - - -_ 171P ° _ _ _ - -, / 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS & SIZES OF 414 11'-0" A4 s FF srwP l I I - I I 1 0 Al 1 I . I r 1 a. 4 FOUNDATION/SLAB/JOISTS BLOCKOUTS. i �� \15 FF STRAP — 'I1 1 - 1 1 • t '� - - - 71P - - L_ - - _ _r lip 1_- - - - 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR € 1 __ I. A4 A4 a • SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT l3P 1 �d- GYO.xe\S:•od fr.•? 'II•:w o 0 / - - I ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL -12'-3- �k-I 14._3..� -•\ a� I 1 - - - - �� -4 l l PRIOR TO THE FABRICATION AND INSTALLATION. / L DECK POST S00 -' Al kl•- A4 A4 FLOOR BEAM 10 —FL -J _ 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED x I��DECKSEAN j 1 1 I = 40B - - -, I I BY MANUFACTURER F r I ter: I ' - c - - / - _ __•J I l 1R. L I — — Al Up ,Hz •° I L 5. FLOOR SHEATHING TO BE 3/4"COX OR 05B STURDI-FLOOR T&G, GLUE - ' I X -1 _ ' AND NAIL W/RING SHANK ad's©6" EDGES& 12" IN THE FIELD. FACE I 12'-3"— -- 5'-6 1/2" 5'-2 1/2"-=�� ' N — _ 6 _I `�� CA GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE i� tif,O, .46.` " 1 0 — - 7 m _ 3'-6" N. \ OSB OR EQUAL. A7 `� (• ti R O `� 10° III_ C� 41B _ • ;, ? s J o ITI - _ I • I 0 LT I ter- __ b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 9 + d +- po@ rnI R O ' Al - � 1 Q r LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO bNAL �/ 1 1 m 1 w _ I rn ! A4 ry 5A 5A • J FLOOR HOEDOWN LOCATIONS. 5/ as N - D N - - -T-- 44B 1 A 63 ROOK SEAM r A4 A4 r - - tarns wad Ze c =_ ` f I 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING E� uySER'S SE4< 1 1 A 0 � I m t 5 i j - - °• O I �' FLOOR BEAM r- �- —t= . Q I LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. 15 Fa& STaau-•T'L zia - (P 1 Al �' I ��3-0" \ 5' 0" •\ in • 5A I =TE M S aN[Y. 71 Ul I r 1 ` A4 • I b.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. _ 46B _ 11 _ _ _ _ _ _-__,_- I _ L J POST I.' [ P IS ® � -1 L• - - - / �_ • _ _ • �_, _ - --` -° 1 I ( I 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE - • J L-J CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ,0° 11 Al b I II I I 'I I 14 _ _ � CONNECTIONS. 1 2•_0^-'ll f Al I I I I I I I I I 1 I 1 A4 1 1 - _ - I I 13'-51rz'= a ;_ 4'-31rz' ._3•- A4 --r A4 I 1 DECK POST ,3P 2'-10" 3'-1 trz" '-1ft1 , I '-' 70P I 1 I I_ Z.? I� zZo II n � �■9-0" _ 4� � —�� IA _ '�7� I . FLOOR FRAMING — MAIN FLOOR z / LR,f r l• — „ — I 15 Ff S ,1 P — — — 1 I — 1 I g 43B 71P I 1 4 I L � /w\ _ 15ffS''WP 1 91 I o I I, I 11 17 I LLAl I 11 E;!allfl 'ijj Z In 0� Csil I1 tee Al 1 I ' ' hI Z re 0_ 4 40B I M. Ill 111 1 I BEAM I A14 _1 n tu : r 456 1 - oii: Q {- Illi I � I I m m Mr SA 11�� A4 A 1 c J W 1 v0 0 I6 rfi FLOOR BEAM 406 1 - . . / Di F— z r�Al Al Z 1 2 J ,o 1 p ,OP I 2 I I BEAMS_ I J 1 — 15 FF 5tRAP�� A4 40B IL %— � `— — - - —— � I m x " ' Jai / 1yfFytwf L - a — — I ix FLOOR BEAM + a I T — —— — — it DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. tt'C m i a- - a - - J 1 2 Al I ( 2 0— �.—� I 2 Al DEFAULT GLULAM, LVL, PSL MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL 15 1.5E, 2,300 PSI, MIN FB. 44 I A4 i b. A I A4 DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. - - �oP — - - I DEFAULT END POST CONNECTION: LGE, AGE, EPGZ, EGGQ, OR SIMILAR. �Ya, z gip~ L _ _ _ _ _ _ - J DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LGE4Z, OR RTG44. Vo rti Al DEFAULT MID-POST CONNECTION: LPCZ, PCZ, COQ, OR SIMILAR. ��£� "ALL \ 6-6 1/2' A4 5'-51n . ° DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGQ OR SIMILAR �w=� Sara \ 15'-0" . n �k��� \ 12' 0„ 10' 0„ 'N.- 30„ GALLOUTMIN., USE ALT 1 MIN., USE ALT2 MIN., USE CONNECTOR NOTES V wa4 N. 40' 0 \ (IF BLANK Z 3a3w USE — 2600� z P„° <ym DEFAULT, w€a,sP i w1° ABOVE) '�C/ '" 30B 5.5X13.5 GLULAM !t .”3% 12FD FLOOR DIAPHRAGM w�=wffi SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED, APA STURD-I-FLOOR; EITHER 31 B 5.5X13.5 GLULAM 2, HGA10 AT BRNG LOCH'S ==1'=° 3/4" SPECIES GROUP 1, OR 1/8" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. GOOD FOR 130 PSF, TL 32B 5.5X13.5 GLULAMIXpow 'ROUz @ L1360 DEFL. 33B 5.5X10.5 GLULAM BELOW 328, - 17' LONG Cl.) =w gym s230 SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. 348 4X8 BELOW 30B, •-4.5' LONG O owoa MAY BE 05B OR PLYWOOD. GOOD FOR 245 P5F TL @ L/360 DEFL. 35B 5.5X16.5 GLULAM 6.15X15 GLULAM °$ J =goo SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) 365 4X12 3.5X9 GLULAM 5.5X1.5 GLULAM ORIENT SHEETS CONTINUOUS OVER TIN0 OR MORE SPANS,WITH THE LONG DIMENSION ACROSS - €` V SUPPORTS. 37B 4X10 NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR#9 SCREWS,AT 6" EDGES, 12" FIELD. 38B 4X12 bX10 OWNER APPROVAL BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS(BEAMS)AND CONNECTIONS TO SHEAR WALLS 40B 1.75X11.8 LVL INITIAL: BELOW. 415 5.2X11..8 P5L 3, 1.1X11.8 LVLS PAGE: I15FF-FLOORS() FLOOR HOLDOWN 426 3.5X11.8 PSL 2, 1.1X11.8 LVLS A 4MIN., CAPACITY: GOOD FOR 1105 LB TENSION. 438 3.5X11.8 P5L 2, 1.7X11.8 LVLS �.{ Y'1 STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS 445 5.5X15 GLULAM 5.2X14 P5L ' `VVV LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. 45B 1.75X11.8 LVL OF: IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND 468 5.5X15 PT GLULAM BOTTOM IF NECESSARY. 47B 1.75X11.8 LVL IN ADD'N TO FLR JOISTS END DISTANCE: 13" MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH =26" + DEPTH OF FLOOR SYSTEM. FRAMING NOTES J. SYKORA, GPBD Floor Joist Blocking per IRC 502.1 wnnelFlang° R (Seismic Design Categories D1 & D2) ��'_ REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ri SIDING 2 BGI Joist I /41[1:I-I) 1'yE J f Blocking ' Supports 1Veto we TYVEKHOUSE WRAP COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF n thick flanges 1/16 05B SHEATHING1/4" = 1' U.N.O. FOUNDATION/SLAB/JOISTS BLOCKOUTS. I`- nt FLASHING w 6 =4,- CONCRETE PAVERS FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOYVN HERE IS FOR ------- 3-26-2020 J �' jl� � I— SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND 'lir G A U.S. , % _, I 4 X 12 PT.JOIST 24"O.G. IPatents ', SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR ,' 6Patent21 'y ,III �� SIMPSON ZMAX LU410 2: FASTEN2xPTLEDGERI'NTH APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. Q z '� and I / 1 (B)Rows OF va"x a v2"sys �/ 6.250,827 �� �I��� I, SCREWS@9"O.G. Intermediate% (----- \\ /,, <� - �,-- ALL TRU55 TO TRUSS & TRU55 TO BEAM CONNECTORS TO BEOBearing I c' �� SIMPSON DTTIZ AS REQUIRED _ �" (4)LOGATIONS EVENLY DISTRIBUTED DESIGNED BY MANUF. Cn (WALL OR BEAM) Nailing per local ,� I des- J INSTALL(1)WITHIN 24"OF EACH END code provisions av �r - ty Typical ITS 2X 12TREATED DEGKLEDGER FLOOR SHEATHING TO BE 3/4" COX OR OSB STURDI-FLOOR T&G, GLUE 1 Installed on LVL @ Q AND NAIL W/ RING SHANK Sd's b" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" 1 CONTINUOUS BLOCKING 4 TOP FLANGE HANGER 1 DECK LEDGER 05BOREQUAL. i Al Al Al PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST s LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO F FLOOR HOLDOWN LOCATIONS. a 1 I • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING . LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. E Ti01 ,�L . 1 a e m �� . ♦ • ALLCONNECTIONSTOBE51MP50NOREQUAL {, •�N2 3 sl►'" ' INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Ili d10 ♦ CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM• Ae (0 ® H 2- • •._ ♦ AC CONNECTIONS. 1 ,� . - PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE \/� I i • i LABELED ACCORDINGLY. IRG R311.1 & R317.2 II\/�` • _ �y ? FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND Nail Boise RimboardXL 52, o a left FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED to BGI®joist with Sd -� RIgn1 ° - GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. Typical ACE WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED nail into each flange. '�� \Al Installation y�-,WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT 8 i RIM BOARD 5 i JOIST HANGER — LU OR U 2 AG POST GAP WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. Al Al Al RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. W IRG R312.1. v PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS Z x AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF O I-I-I A- 23/32" MIN. PLYWOOD/OSB Funnel FRAMING INSPECTION. LL Di OR RIMBOARD CLOSURE. Flange'" _ ` Z In coCI 11, I - 1114 4— Locator � _ _ H ...„,5, r Tab �_�-� Z .� NAIL WITH bd NAILS 'I, BGI J015T BLOCKING / W in LLl INTO EACH FLANGE. �/ RE ALJIRED FOR CANTILEVER. /° ®° Q Q o 1/4) . iz ln ° 0- . ° —3p v 4,, G I z-J Cr) 'I •� r ► \ Id 4t. I % I ✓ 2' Va• CI CANTILEVERED JOISTS 6 I —JOIST HANGER 3 ABU POST BASE W... ov W W�a= PA AlAlz W o Al2lii 3a��� q�z I !Ph N�W� Mn DD�U m WDW - ip U-wW�F1- liZphL ifinyQii (3 CI �wwUz z3Wi i oFPo O !fir y.22 1-1- rag �zon LL¢07i 'Tier �i OWNER APPROVAL INITIAL: PAGE: OF: 5 6 FLOOR PLAN NOTES J. SYKORA, GPBD A 14 A 14 A14 SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT ry A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA IN ry M xri 81'-0" / 1 NWIRING AND USHALLBEEQUIPPEDW"OHABAT ECR BACKUP SMLOKEDE EECTORANDCO E ECTORAREREQUIRED / VI ON EACH LEVEL OF THE STRUCTURE. i 03 / 42' 0" / 14' 0'I 25' 0" / ni it y 09. 49' 2 SHELF AND HANGING ROD. 1/4" = 1I U.N.O. /-1'-8^ a._O, ��' a-0" 'I 18'-b" y 2'-0' y 11�_7�� b._3.. �, a._0.� �.�. a._Q.. �,,�, a�_0' �' b'-3" W21-4020 IN22-4020 W23 2046 W31-4020 W32-4020 W33-4020 \ 1- • \ • - _ \ \ \ ?: 3 BUILT IN SHELVES. H Z k Cii El L - - - - ,R tNl mGFNNw. I - J -I I MI I gmIKIE o - 3-26-2020 a -71 �- INCLUDE POT FILLER -.•4- • 9 I S. a 4 CABINET-OWNER/GONTRAGTOR TO VERIFY. H �1 r J _ I I p O 4a•RANGE i I [...--...-------s---0 I m in ® m L �-4'-O• 4'-0" ! 4'-0"�bm "ANTRY "W- I - - - - -- I- \ 5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5] r 03 SO FT CJ w C I n n I - AL AmcAccEss SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" /\ '� • ,D HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. L� E ) I KITCHEN T-0• 6 10 I o 11 A,- ": 4CEILING 1 20H el - - CD 4 o Can m m ' DW _, /l25D 5Q FT iv - -O _ _ ;� _-I 96• Fes# �V 4 '� - -XI G WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH0 o A14 I IL 55�� V/ REFER L I :34 5Q FT I S ry r A14 �J AS A GLOLK TIMER WITH O ZONE RATING OF 1 5 0R LE55. • , 1 _1 in m r 1�1 r 47 1•rI �IW�E I IFA.U.ON 18•MI6M PUTFORM.TOP OF PUTFORM TO BE 1 1M•T 8 6 PLYWOOD ■I W//� ry IX m I EXPOSED FACE AND SIDES TO HAVE I LAYER MY TYPE•X'GYP.BD. NO FURNACE SHALL I15 6' in r ; N 1 BE INSTALLED IN ANY CONFINED SPACE WDH ACCESS ONLY THROUGH A BEDROOM, Q 11 V IX CEILING 1 1 I V BATHROOM,OR CLOSET. PROVIDE AT LEAST 30.0E WOFCCIN6 SPACE IN FRONT OF �,j'1n®I,(I CA �'B m ? (m`1 4LEILING I- r O 7'-O" I I I 70P ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE en - INSTALLED.SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES '" Ol I 11 I m I[I �1116 - 1 (1 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING. q, CO- m ® I w" � I + I ` . VT END OF PIPE LESS THAN 2 FEET ABOVE GROUND POINTING DOWN,TANKS SHALL BE 9 % °P R� 5,d, } ' " ' }• mn o O OI STRAPPED WITHIN UPPER 10 AND LOWERIT3 TO PREVENT OVERTURNING IN AN B 15 BBGi fJO Q1ryk1'A", I nI "1-0" - �,. - COVERED BREEZEWAY _ GARAGE (y EARTHQUAKE VENT TO ExrEwoR PROVIDE RECESSED HQTa GOLD SHUTOFF O a RAISED BAR r ' I . : • ry 0 PROVIDE DRYER m --- lio el , QLEILIN6 11 �, .I Z:Z_Z�7 - - - - - 1a Qi 782 5Q FT CONTROL VALVES a WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL y \ �'• 1 1 15 I - y .. -• I EET FOR 21 1575Q FT "' LOMBINEDHORIZONTAL AND VERTICAL LENGTH OF 35 FEET THE MAXIMUM LENGTH OF Q EACH 90-DEGRLLEE BENDD A M N MUM 4-IN6H DI�/.METERDEEXHAUST pU i Oi5 F S s , 1" \ r�I I \ }`" o� ' } SMOOTHBORE.NONCOMBUSTIBLE MATERIALS REQUIRED WITH BALK-DRAFT DAMPER. WOKE -•7-4670 �I 16�_5�� 4 4'-131/4"-if woe.. © 1 _ dJ .• m s _ MECHANICAL FAN. BATHROOM.LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ci 4 y1 ry _ PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 P 4LEILING m T - '• C.F.M.ANDSHAL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 3 CEILING BEAM • Al3 1 0 OR OPENING INTO HE BUILDING MINIMUM DUCT SIZE ISI INCHES DRYER,KITCHEN. - © • AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE INSTALL DUCTWORK 1 A. •3 Tr - - L. BUILT ie Brd111Ee _ 1 • - ♦ , PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE A 13 O I _ . Ir CONSTRUCTED OF SMOOTHBORE.NONCOMBUSTIBLE MATERIALS APPROVED FLEX di m ■ ` lb CONNECTORS NOT EXCEEDING b FEET IN LENGTH MAY BE USED IN CONNECTION WRH 8 $ I VAULTED CEILING -�✓. 70p DOMESTIC DRYER FXuu IST. s WATERPROOF DECK m `3° © -I. 8 O'- - - r o • N 1� CONCRETE PAVERS ® el 3'-6" �( T_6„ / 2'"0"-)( 1 1 - - L Z2'x 30•MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. \ u T ;vs \ FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1Q•PLYWOOD. 1 O(N _ L' %" IV [T 11 ACCESS LOVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR �` / JL ��.` W ? i _ LI171 SEALED TIGHT. , '. CEILING BEAM m m 2 GUARDRAIL 36•ABOVE FINISHED FLOOR STAIR HANDRAIL 36•ABOVE STAIR NOSING. I 'I mI GREAT ROOM W d -STAIRS O 1 INTERMEDIATE RAIL SPACING SHALLNO ALLOW A4•DIAMETER SPHERE TO PASS ( - 60 5Q FT L� THROUGH PER R4 SECTION 3122 �J] DECK o • 408 SQ FT I = m rn • �� I - _ N U m O \ PRE-MANUFACTURED ZERO CLEARANCE GAS FIREPLACE.CONSULT WRHOWNERFOR , `.1�3iy 304 5Q FT I m 1 3 MANUFALTUGRERSSPER STORSHALLA55UMEALLOPTIONS REFER TO �Y4Y 2(A�� O _ ry h- CEILING BEAM ��n/_ J T�V in (V FORM IMUM UME ALL OPTIC S NON-COMBUSTIBLE 7(]"b O ET) o ,2 : 1 I__- I_ 4-b --- wNUFACT 8HEARTH MATERIAL- a C _ 71777""" _ _ _ _ _ 4 „ - .� I U Fal I I S• o = , 0 o' = = STAIR HANDRAIL36"ABOVE STAIR NOSING.INTERMEDIATE RAIL SPADING SHALL NOT EA.'E{IAa,EER'S $E+1< 11 w I - - Gore - - - - _ co ill 14 ALLOW A4-DIAMETER SPHERE TO PASS THROUGH PER I.R.C.SECTION 3122 / G ' I12 m ,m in I (S Fat J 1 t4.(f•Z 4 O15 CEILING BEAM 20H m -I E•A4S 8N Li(. 11 '�_ 6"�fl --___ - - 96 m B B K c T 20 _L- 15 TEMPERED GLASS Tr 3,,0„ 5,_0„_r 46 o^ DN Q 1 11 ® i! _ W28-4020 W29-4020 W30-4020 16 20 MIN.FIRE RATED DOOR VW SELF CLOSING DEVICE. N ® v - 2 -, III III o 4LEILING f: 4�_q.. ,�• a'-Q•- i7 4-Q iT 4._Q. j. a_9�� Al3 I 1 C)�3, GARAGE FLOOR SUFACES SHALL BE MIN.4•CONCRETE.SLOPE CONCRETE FLOOR MIN _ i: 9 CEILING BEAM ® om 0 3 1 1/8"PER 12-TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. u - - - -.�� r31n"�! zo ENTRY _ o '^ _I COVERED ENTRY O / 22'-0" /- 3'-0" -/ N fib'"N,-y � `/ I 67 LjQ FT _I I I j SEPARATION REQUIRED BETWEEN THE RESIDENCE AND THE GARAGE.NOT LESS THAN W ❑ 1 ey`�m"'_ 11/2"GYPSUM WALL BOARD SHALL BE APPLIED TO THE GARAGE SIDE.WHERE THERE I5 _ ` s v '" _ _ FIREp�i - 1 I m O 0 4O SQ.FTI A 1 4 III 1 Q HABITABLE SPACE ABOVE THE GARAGE.5/B•'TYPE X GYPSUM WALL BOARD I5 ' 13 _ ry (f REQUIREDON THE CEILING AND 1/2"GYPSUM WALL BOARD 15 REQUIRED ON THE W11- 00 �( •�' ry SUPPORTING COLUMNS,WALLS AND BEAMS.IRC R302.6 Z air I T I{.EGESSED ALCOV° -I - 1 in - O `l 1-1 4 0 -' II HALL 5-3 1/2" 1`1 Y <-0 Y-10 O - 23 SQ FT o / ."...- i`tl \ - __ -_ 11 GENERAL NOTES `� N ry En ry POWDER 61 o 01 3550 FT zo B• 11„ W :7 "' I- 4 tr ;y 4080 , ` V 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ri 0_ o Z J 15 r CLOSEi \ J 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F. U.N.O- al l/`•�■ 0 o I :: EMCEE Er 2 T' ��-I o 3.VERIFY HEADER HEIGHTS WITH SUPER. v' _F� , MASTER BDRM O 1 ♦ 110 v 2645Q FT I °I -6' E I ryo % O 4.ALLEXTERIOR WPi15 ARE 2 xb-16'O.C.STUDS,UNLESS NOTED OTHERWISE. 0 ii- l_ it.- - W LOWER to in 126 T 5-ALL INTERIOR WALLS ARE 2 x 4-16"O.L.STUDS,UNLESS NOTED OTHERWISE. (� �. o 0 4LEWNG I-- _ _ _ __ - - - it 0 1 CJ Di S --�� 2880 m CLOSET/DRESSING b.PROVIDE BALKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER . \ ' ` Y 111• 1215QFT - DISPENSERS.MEDICINE CABINETS,ETC COORDINATE WITH OWNER FOR 1�1./1 v o MASTER BATH '° HALL r > , 4 CEwNG cci< LOCATIONS. W ' O 1 kitry 4CEILING �SOF co ryT CD J._ 1 ENERGY CREDITS (Y m 2B SQ FT A13 " 1I }� .4 11 \ A=3 FRAMING NOTES IX H B ' 880= •" ENERGY CREDIT 1a 1 1 0 15 \ - 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. LL1 (V I 1 m DRESSER �p EFFICIENT BUILDING ENVELOPE ,.1 --. ® - I w 5'-11^ ' -WINDOWS: U=0.28 0.5 CO I C3- i 3'-6" % Rb (n 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS& SIZES OFI ° 4 I B - ___ I10I ry 13 J -FLOOR: = R-38 INSULATION \ - y11 v TUB I T -SLAB ON GRADE- R-10 ENTIRE SLAB FOUNDATION/SLAB/JOISTS BLOCKOUTS. \ WO7-4020 WOb-4020 :" O 2 Ii SHOWER W03-4020 ENERGY CREDIT 2a i 3'-2" k a-o" Jr* a'-o^ } 3'-7 n B2 sQ FT 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR C 1. O AIR LEAKAGE CONTROL 8 EFFICIENT VENTILATION ' 0•5 6 .74• -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 1-11l2" 5'-0"El A14 -WHOLE HOUSE FAN PER SECTION M1507.3 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL ill =A54 IiL \ ENERGY CREDIT 3b PRIOR TO THE FABRICATION AND INSTALLATION.wos-ao2o Woa-ao2oAIR-SOURCE HEAT PUMP WITH 1 .0 4.ALL TRUSS TO TRUSS 8 TRU55 TO BEAM CONNECTORS TO BE DESIGNEDMINIMUM HSPF OF 9.0 BY MANUFACTURER / 151-0" 12'-0" 1 0'-0" 3'-0" -, ENERGY CREDIT 5c Mb 0- gr88r; 40.-0" / WA TER ATER HEATING 1 .5 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE o"2 i AND NAIL IN/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE 31UUm GA5 FIRED, PROPANE, WITH MINIMUM EF OF 91%. GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" .war. O " =W� TOTAL GREDIT5 3.5 OSB OR EQUAL. <X„ w 0'g0 O D;rzf 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 2Eni HEADER CALLOUT LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO yak POST SCHEDULE 20H ~- FLOOR HOLDOWN LOCATIONS. 28106 HEADER SCHEDULE 80„ HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH �- uo¢ OPENING OF DOOR OR ADJACENT DOOR. 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING o� w= GALLOUT MIN., USE ALT 1 MIN. USE ALT 2 MIN. USE GONNEGTOR (IF BLANK USE NOTES LOCATIONS WHERE THERE I5 A LOAD BEARING WALL ABOVE. "lam_ aa=. XXP DEFAULT, ABOVE) GALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IF yy, om < lOP 2- 2X4 4X4 USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) 8.ALL CONNECTIONS TO BE 51MPSON OR EQUAL. 0o=a, 2 O>NV Z§OZO 11 P 3- 2X4 2- 2X6 4X6 20H 2X6, "L" GONFIG 4X6 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE -Q=" CONNECTIONS AS WELL A5 FROM TRUSS OR RAFTER TO BEAM 12P 3- 2X6 6X6 4- 2X4 '21 H 2X10, "L" CONFIG 2- 2X8 4X8 CONNECTIONS. OWNER APPROVAL 13P 6X6 PT 6X8 CEDAR 22H 2- 2X10 4X10 23H 3.5X10.5 GLULAM 5.5X9 GLULAM INITIAL: 5 GLULAM 3 PAGE:5X13. DEFAULT MOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL - SEE STANDARD STRUGTRUAL 24H 5. AS SPECS PAGE. DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR (2) A34 WITH SCREWS, OR (4) 1 bd FACE NAILS. `DEFAULT HEADER MATERIAL IS DOUG FIR#2 OR BETTER. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR(2) A34 WITH SCREWS, OR PGZ. `2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR GB5Q. `DEFAULT TRIMMER, USE (1)2 X STUD OR SIMPSON LUG HANGER EACH END. OF: ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/3" ALL THREAD, EPDXY 6" INTO POST `DEFAULT KING STUD, OPENING b' WIDE AND LESS USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE- BUTT, AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAYBE WET SET OR EPDXY. `DEFAULT KING STUD, OPENING WIDER THAN 6', USE (2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. DESIGNED St. WINDOW SCHEDULE J. StKORA, GPBD NUMBER QTY FLOOR SIZE EGRESS DESCRIPTION ROOM NAME COMMENTS QTY NUMBER DRAFTED _: c 1N01 1 1 2066 DOUBLE AWNING-B ENTRY 1 1N01 W02 1 1 2066 DOUBLE AWNING-B CLOSET / DRESSING 1 1NO2 SCALE T W03 1 1 4020 SINGLE AWNING CLOSET / DRESSING 1 1NO3 1/4" = 1' U.N.O. W04 1 1 4020 SINGLE AWNING TUB / SHOWER 1 1A104 DATE o tu 1A105 1 1 4020 SINGLE AWNING TUB / SHOWER 1 1A105 3-26-2020 W06 1 1 4020 SINGLE AWNING MASTER BDRM 1 1A106 1N0l 1 1 4020 SINGLE AWNING MASTER BDRM 1 1A101 Q Z 1A108 1 1 31010 DOUBLE AWNING-B MASTER BDRM TEMPERED GLASS 1 1"108 ' V 1A109 1 1 31010 DOUBLE AWNING-B MASTER BDRM TEMPERED GLASS 1 1A109 0 - W10 1 1 31010 DOUBLE AWNING-B MASTER BDRM TEMPERED GLASS 1 W10 _ W11 1 1 3010 YE5 DOUBLE AWNING-B MASTER BDRM/DECK TEMPERED GLASS 1 1N11 >- Q 1A112 1 1 5010 FIXED GLASS GREAT ROOM/DECK TEMPERED GLASS 1 1A112 CI) 1A113 1 1 5020 SINGLE AWNING GREAT ROOM/DECK 1 1"113 i 1/114 1 1 5010 FIXED GLASS GREAT ROOM/DECK TEMPERED GLASS 1 1N14 i 1"115 1 1 5020 SINGLE AWNING GREAT ROOM/DECK 1 1A115 1A116 1 1 8020 SINGLE AWNING GREAT ROOM/DECK 1 1A116 1( F 1A11l 1 1 4610 DOUBLE AWNING-B DINING/DECK TEMPERED GLASS 1 1A11l 1A118 1 1 3610 FIXED GLASS DINING TEMPERED GLASS 1 W18 1 1N19 1 1 3610 FIXED GLASS DINING TEMPERED GLASS 1 W19 1"120 1 1 3610 FIXED GLASS DINING TEMPERED GLASS 1 1A120 1A121 1 1 4020 SINGLE AWNING DINING 1 1A121 1A122 1 1 4020 SINGLE AWNING DINING 1 1A122 LL 1A123 1 1 2046 DOUBLE AWNING-B PANTRY 1 1A123 1A124 1 1 2646 SINGLE CASEMENT-Ng LAUNDRY 1 1A124 1/425 1 1 3666 FIXED GLASS STAIRS 1 1N25 1A126 1 1 3666 FIXED GLASS _ STAIRS 1 1"126 1"121 1 1 3666 FIXED GLASS STAIRS 1 1N21 1"128 1 1 4020 FIXED GLASS GARAGE 1 1A125 1"129 1 1 4020 FIXED GLASS GARAGE 1 1A129 1"130 1 1 4020 FIXED GLASS GARAGE 1 1A130 1/431 1 1 4020 FIXED GLASS GARAGE 1 1A131 1A132 1 1 _ 4020 FIXED GLASS GARAGE 1 1A132 w 1A133 1 1 4020 FIXED GLASS GARAGE 1 1A133 v W34 1 0 2650 SINGLE CASEMENT-HR BEDROOM # 1 1 W34 w )- 0 , W35 1 0 4050 FIXED GLASS BEDROOM # 1 1 W35 z Q : W36 1 0 2650 YES SINGLE CASEMENT-HL BEDROOM # 1 1 1N36 CA — w t 1N31 1 0 3650 DOUBLE AWNING-B EXERCISE ROOM 1 1/131 z w- 0- 4 1A138 1 0 3650 DOUBLE AWNING-B REG ROOM 1 W38 J N t K W W 39 1 0 3650 DOUBLE ANING-B REG ROOM 1 W39 v 0- 2 w 1A40 1 0 3050 SINGLE CASEMENT-Ng BEDROOM #2 1 1"140 i_ < Et E- 1"141 1 0 3050 YE5 SINGLE CASEMENT-HL BEDROOM #2 _ 1 1A141 0 0 v p 0- W ((N WINDOW NOTES: corr VERIFY ALL YVINDOYV SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDYVARE AND GRID OPTIONS, GLASS COATINGS, U-VALUES, STG RATINGS, AND OTHER DETAILS YVITH CLIENT PRIOR I TO YVINDOYV ORDER. 1,, ,, ■' A VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY J DEPENDING ON YVINDOYV MANUFACTURER. o°� D �o�o aN=o zZaUa 622j INSTALL ININDOYV FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / W „Ksa) pw AAMA2410 METHOD "B" OR EQUIVELANT INSTALLATION INSTRUCTIONS. :3;,°0 • Z Ohm �woow v "a = p rw TYPICAL HEADER FRAMING a3u`-��U �o o o M WINDOW W/ 3" POST WINDOW W/ 6" POST HEADER MORE THAN 5' HEADER LESS THAN 5' w�=~o =oa=o 101 oI� �N. NzI I HEADER LESS THAN 5' CONGEAL FLANGE )[ HANGER EA.SIDE (2)KING STUDS (1)KING STUD FROM OWNER APPROVAL �(1)TRIMMER FROM TOP PLATE TO • Lj TOP PLATE TO BOTTOM PLATE BOTTOM PLATE (2)KING STUDS (2)KING STUDS • (1)TRIMMER • (1)TRIMMER INITIAL: FROM TOP PLATE TO PROM TOP PLATE TO PAGE: BOTTOM PLATE BOTTOM PLATE 1 ��._Ij� � I ICI �. I f \I — 4\ L OF: 1 � f � � AF :DESIGNED BY: 14'-0" 25'-0" / FRAMING NOTES J. SYKORA, GPBD / 3 47-0" 3 �X,7 FACIA o Alt �x,2 FACIA Al tt V 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY: n (�I zxlaF�c� I __ O = 24 ovERHANG 24�ovERHAN� ]9 OVERHANG (V 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF Q I — — - �� --. ��'�'i�I , FOUNDATION/SLAB/JOISTS BLOGKOUTS. r'�� ii _. • imimmi SCALE T PLATE HT=10N Utf YE RAKE&MALL ABOVE73 PUT[HT=1091/B" © PLATE HT=1091/B' .. u ea a 1/4" = 1' U.N.O. 'ea x - Att II II II II I 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN F 1,71 I I IN - HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURERo MANUFAGTU'RED TRU55E5 24" O.G. 4n n xy a " SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 3-26-20205 = a II _ ATILAli« BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE al ^ I 1:12♦ I m II j�1. + a = - r I II FABRICATIONAND INSTALLATION. ii (-• r /�� \ I a ! O ,„ /.�♦�I�♦��AMEARI►\\ " Att Al 4. ALL TRUSS TO TRUSS & TRU55 TO BEAM CONNECTORS TO IP /�!►♦. ... .♦, ♦\ #` , 3 y BE DESIGNED BY MANUF. co /�I p ►� \ 9. _Al1 1 0 ._ .D 1 1 -.- .S �.�,t ROOF OVERFRAME AREA ��" I o Q 2 x tz FACIA V Ail A11 - - - 5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR r /1 Al t 11� = l�il / �:�i�� X 4141 �;; ��\\ I T&G, GLUE AND NAIL W/ RING SHANK 8d's @ b" EDGES & 12" IN V J a /♦'I' 'Ir . It �� ♦♦ 24'OVERHANG N 5 / . ., 1:12./►11/. .�♦\. PLATE M=1091/6' BEA-1 TOP=109,/B° -/nP LLJ I /♦.♦ .♦♦,I►♦♦ .�. !.� v`�' ��r�\\ -1 - _ I� _ I 1 ,v III ` in _• THEFIELD- FACE GRAIN PERPENDICULAR TO SUPPORTS. ►� ��!����I.��.Iiu!���,I ��w� ,I+��\\ tu to Q ROOF SHEATHING TO BE 1/16" OSB OR EQUAL. Q /11 �♦ 1:12♦ In mCr) -ROOF BEAM 38B Att j b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH I nu II Roo.BEAM- 4X,o RAFT,. IIN*4aidl� 0 . MANUFACTURED TRUSSES 24" ER ANU D TR MP Ft_ �t��1�I,��pt►�� •"� o (-`VIla m ~ ^ ALL POST LOCATIONS AND BETWEEN UPPER AND LOW //eft ► . �� �..1�1/►� .. ,, .►I. i. • . f : 1—II�Ii�;_I=i1_.1/—in'' w�-1 5 '�- STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. \ I�I 71 Ilr �,����l1.�.\\ g D I I ! re m 2%10 RAFTERS b 4.41° \ .' w I o N 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR AAa II 11 V8 BGI 5000 i.l RAFTERS 24" O.G. HEADER BELOW 33B ������+\ o ROOF BEAM v/4�� // /// 1/2 :12 "-- ' '��•�'"���a.--- BOL-I FLEobE g A i ���/1 ��� ♦ 37B t 3 f8 I BEARING LOCATIONS WHERE THERE I5 A LOAD BEARING o 1 '_ �At t� R 5 WALL ABOVE. ? Il ♦ I -.H ♦♦ ♦� �( , 'r , ",r , ir -I r 1 : II o. I _ �\ IF I III > s 11 7/8 BGI Sn00 1.l RAFTERS 24 O.G. �-� - ►I T*II BEAM TOP.109,IB- 70P 3�B j ////jam//// . //j �,'` � � � 10�\\ a.'orER�I+G ROOFBEAMJ 6X6POST S. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. g P 2X10 RAFTERS ' �.�•�-' �r� ♦// II►♦♦ _ Lit jSPRAYINFOAMIN5IM.N,ON 31B ROOF BEAM 1r I �,�Ib�ee___j-I._ - - F ��;� �, �� -_ 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP 1�� — 1�� 1Law/AL-II i_L _� � - = O O II I 1 2X12FAGA t 1 3 I � 3 2'-0" -t I At-UI j At 1 / PLATE CONNECTIONS A5 WELL A5 FROM TRUSS OR RAFTER _ , r , F I 11 -T_--Yi l r- - i- - Tr el- III Ai t At t TO BEAM CONNECTIONS- ,�.�A '..� A10 I I I I ROOF BEAM I I SPRAY IN FOAM INSULATION p wA,f _ Aio 1/2 :12 I I '" 1:12 t) _ 10. EXPOSED WOOD -ALL WOOD EXPOSED TO WEATHER MUST Nei' o ir , 11 ll8 BC!5000 1.l RAFTERS 24"O.G.i s ^ ` ® ' ' BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO .' ~ Si sx10RAFTERe 318 A11 . -,- o " O iN O ° I I I I = —o . x 1:12♦ DECAY AND BE LABELED ACCORDINGLY. IRG R311.1 & R311.2 �r O !!1 _ 1111 k L - 1 4 id_____IL i 14 - a = ROOF BEAM J j O —i 1 I11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED ,. imir , r l z _1 20 it o x . /tt va eu Soon t.T RAFTERS 24"o.c. ROOF BFAM • D _ " WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT kWAL Z " 7x 10 RAFTERS I / � �/„ 1 z �x,2=AaA 2 -� - DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. saws VAo O II■ .4, Pir 31B ROOFBEAM'�. �i ��,,-'I 35B f S - A71 LEI I� — t i�� /!. -- - e /, /ta, 16'- II� 24-OVERHANG 346 12. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED G� ,uSER`s 'SEAL . GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR IL 1 I tf�j _ _./�// i,� I GIRDER TRU55 6X6 POST _ - I I - �ll'l4.(F•�'L .r r/�.;��, I��1r�l�. �� ■ CI s EGO-jj Ay �/ I Scf��I BOLT. IRC R602.11 �TEMS ONLY. 11- 2 x 10 RAFTERS �ryy% t t va BG t.T RAFTERS s4"o c % 1/2 :12 ti — 0 1 r ' �I I C za•OVERHANG ROOF BEAM 34B 6 x 6 POST ' ry��� /�/ : ��'r !' �I► j/ 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN / SPRAY IN FOAM INSuumo4.ROOF BEAM 31B _ �Ak � :' 41 ROOF BEAM e � � / , zx,zFAGA HEIGHT WHERE THE ADJACENT SURFACE OR GRADE 15 30" �� 4 b-l-ir - ' �. /.'s A$ /d A$ /t 6� _ _ ►�•!H�1!►��/ A71 `9,44. `i t f i't:P>ei %�i'F, le°��ffllfl�; a7„dr :fr� ,� - _ ►♦�•I� / L NOT ALLOW OR MORE BELOW RAILING OPENINGS SHAL If �I/ / N/ ii , =� !�/ zxtoRAPTERs THE PASSAGE OF A 4" SPHERE. IRG R312 1 IR rSQ �/ %� va ecl woo t i w. � ��2Xt0RAFTERS '/i I - aJ 22 -0 / 30ROOFBEAM I HEAVER BELOW , 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP I /-_ - / DRAWINGS AND ENGINEERING MUST BE PROVIDED TO . /�.4 �i �/'��icl r � �R' i6' �1 /&0��1—, A�,. A11 At1 if. -` lii atrmai�I isles I 'if ��� FRAMING PLAN INSPECTOR AT TIME OF FRAMING INSPECTION. - II .jj:! _1��fli_ lll� ►1�s l� `iy+, �`��I:��iil►�e�a'li►���y���� s ill _ III ��U _ A. L al l) �I' ♦�Ie. IIII► I„►�41p. 34B t11♦lit see \ - - III II\��ti11/��.�hl►►_�i♦lit►►•���1t1�t AL ,. a a'�I' a .10. iraw.icl►►•�S. Iii►►.�i _.' - x SCALE: tl4'= 1' �� Pli�'r�• . . .11.\,�I'..'..;.�.. i.....ir ...,1�..' ,v ��'I����II�����!:� lion If �1i'Its/ . 0 Q Al 1 Tan A71 ,i1����I 01 j�/w 1:12 ill �!.����j�����I� a m ! 11 RD ROOF DIAPHRAGMZ tf) CV yl 4I►e c it cei SHEAR CAPACITY: GOOD FOR EH =230 PLF - SEISMIC; EH = 322 PLF -WIND. MAX ASPECT RATIO =3:1. Si /-- 5-c-- re a_ O m •t' ROOF OVERFRAME AREA.I�// \' O "— IL ' b, I1t;e', '►111'.�i�l MANUFACTURED TRUSSES 24" O.G. FRAMING: TRUSSES OR RAFTERS: 2X AT 24"oG, MAX. W x a i .il ► ► FRAMING CONNECTION AT SUPPORT: W m , / i r WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT-TOP OF WALL.c q . AttERE TRU55E5 OR RAFTERS CONNECT TO BEAM, U5E H2.5, OR A34 WITH SCREWS, OR SIMILAR,TYP. IL LI g III AT LEDGER, CONNECT PER LEDGER GALLOUT. al I- ' ` re ry _ _I m \ SHEATHING: l/16" MIN., OSB OR GDX PLYWOOD. v V LUv o 4 tl SHEATHING LAYOUT: CASE 1 PER IOC 2306.2.(1) v 3 ` NAILING: USE 8D AT 6" EDGES, 12" FIELD. i r 3 � � 0 � FA i l f ROOF BEAM ryoTLH TRUSS TO BEAR ON BEAM PLATE MT=109 ilB' All m 4( �M=1o91ro - - _ - BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. f�/ - -- - r — _ HI � I' I ■ I I"n.� BE,4M51�1l 7X 17 FACIA m 11 III 0 _ - I I I I I �2 X 11 FACIA PLATE HT 109 VB'Y9l RAKE HALL ABOVE II ■ - 3 I A11 MANUFACTURED r Al DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. I \ 'l TRUSSES 24"D.G. LI= 1:12 -" I x ti DEFAULT GLULAM, LVL, P5L MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L 15 1.5E, 2,300 P5I, MIN FB. �yyy 24'OVERHANG II " II I o DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. a�- ax,�FAaA DEFAULT END POST CONNECTION: LGE, ACE, EPCZ, ECGQ, OR SIMILAR. wY 'o�ow DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LCE4Z, OR RTC44. °�`� / 15'-0" 12'-0" 10'-0" / 3'-0" r -� V 02U DEFAULT MID-POST CONNECTION: LPGZ, PCZ, GCQ, OR SIMILAR. `��� ZWZV DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGQ OR SIMILAR. 3" �wMg w �oo 2G"<g \Iv\ CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., U5E CONNECTOR NOTES zCosm SO L - LEDGER - ROOF DIAPHRAGM Z o (IF BLANK ow°=a � � USE Z LEDGER CONNECTION: WHERE A LEDGER 15 CALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, U5E SD5, OR LEDGERLOK AT MAX 12" OG, �o°Eo STAGGERED. IF CONNECTING TO STUDS, USE 2, SD5 OR LEDGERLOK PER STUD. DEFAULT, X V),„o tolffi ABOVE) 14 LENGTH OF 505 OR LEDGERLOK= FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. 12 EAM METAL ROOF n/ `ar=" MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE =2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER=2" 30B 5.5X13.5 GLULAM !� .. w F 1/16" SHEATHING ;w== �_�f,4 FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER 15 APPLICABLE. 2 X 10 RAFTER 1 1/2 31 B 5.5X13.5 GLULAM 2, HGA10 AT BANG LOGN'5 IL New 11 1/5" BC; RAFTER „ 3PE RAFTERS PERPENDICULAR: U5E 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG Jl 32B 5.5X13.5 GLULAM ' w� y_g RAFTERS ON LEDGER. 33B 5.5X10.5 GLULAM BELOW 325, — 11' LONG gw�� PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRU55 OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL U [J 34B 4X8 m�< BELOW 30B, -4.5' LONG O 0=o? SHEATHING. til "}»S U R-41 SPRAY IN FOAM 35B 5.5X16.5 GLULAM b.15X15 GLULAM MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @6" OGCEILING (3 ~ao" TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) 36B 4X12 3.5X9 GLULAM 5.5X1.5 GLULAM MONO TRUSS BOTTOM CHORD PERPENDICULAR: CEILING BEA 31B 4X10 OWNER APPROVAL CEILING BEAM ALTERNATE 1: HANG BOTTOM CHORD W W WITH HANGER MOUNTED OVER ALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.) 355 4X12 bX10 ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRU55 BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH MIN., 3- I 40B1 1.15X11.8 LVL INITIAL: 16D @ 24" MAX SPACING. I2'-6" •' 2'-0" '—+� 4 B 5.2X11..8 PSL 3, 1.1X11.8 LVLS PAGE: ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR SCREWS AT 3" OC. 42B 3.5X11.6 PSL 2, 1.1X11.8 LVLS 0 43B 3.5X11.8 PSL 2, 1.1X11.8 LVLS Al 44B 5.5X15 GLULAM 5.2X14 P5L - OF: 1 CoNTILEVERED BEAM DETAIL 45B 1.15X11.8 LVL A 10 50.LE 3/4-= 1' 46B 5.5X15 PT GLULAM 41B 1.15X11.8 LVL IN ADD'N TO FLR JOISTS 'SIGNED 0Y STANDING SEAM METAL ROOF J. SYKORA, GPBD 0 STANDING SEAM METAL ROOF DRAFTED BY: n 1/16" SHEATHING t J 1/16" SHEATHINGi ___________ _\.- 1 AIR BAFFLE W/ 1 " GAP SCALE N MANUF. TRU55 1/4" = 1' U.N.O. ALUM. DRIP EDGE MANUF. TRU55 DATE I- R-49 INSULATION— w 3-26-2020 l GUTTER nn ( \ N I I R 9 INSULATION \ ALUM. DRIP EDGE --- 2X12FASCIA -- 1l1�1� al — ��" — Qz --CV ��� — 2 X1ORAFTER = GUTTER 2 X 10 TAIL o - r, ,� (V ( n ROOF BEAM 3/4" T&G CEILING J ,� - 1�1� O •••• • A 0•' LLI 5/8 SHEETROGK 2 X 12 PRIMED FASCIA I : _ 1i . • BUILT OUT POST •: • fl .•• • 0/� - 1 /2 SHEETROCK STRIP VENT , __ VENTED BLOCK Q • •� 8�_0�� - 2 X 6 WALL ENCLOSED SOFFIT -� 5/8" SHEETROCK ,•i .: .• • • 4.� �� _ 2,_0„ �� 1 /2" SHEETROGKft •• ►• � 2X6WALL 6X6 POST • R-21 INSULATION ' t��� AL friti, E x 4 ENTRY ROOF DETAIL °ft _Al 1 SCALE: 1" = 1' 1 TYPICAL EAVE DETAIL Al 1 SCALE: 1" = 1' Ill J LL STANDING SEAM METAL ROOF VENTILATION NOTCH AIR BAFFLE W/ 1 " GAP 12 1/16" SHEATHING 4 STANDING SEAM METAL ROOF MANU. TRU55 1 /2 11 7/8" BGI RAFTER 1/16" SHEATHING J ‘_ - 2�C10 — .� — - - 1 R-49 SPRAY IN FOAM 2 X 10 TAIL 2 X 14 FASCIA STANDING SEAM METAL ROOF VENTED - LiI1A 2X 12 FASCIA OUTLOOKER BLOCK 12 1/16 SHEATHING I0.1 2 X NAILER i - 1 AIR BAFFLE W/ 1 " GAP R-49 INSULATION z7 ) STRIP VENT W ii r N�� �Ir '`k '� Celt'' S ENCLOSED SOFFITI � CEILING BEAM Cf� ►� � v _ v 64" -t- 1 rl vlb"II, 7 0 �� Z } ^ MAN UF. TRU55 r� ' P _ _ _ ALUM. DRIP EDGE DROP TRU55- i I i QN y p o xcriI _ c if co i r I I I I I I �\ I pi: I I I 2 X 10 TAIL I GUTTER 21_0„ W...: �' Z I I R-49 INSULATION 11\ ------ J� ---- -__ _ L Ii t H W �``� --_I 2 X 12 FASCIA 5/8 SHEETROCK z ri LL < ► --- „or 1/2" SHEETROGK I 'S) LI CEILING BEAM VENTED BLOCK STRIP VENT = 2 X 6 WALL v Q w 5/8" SHEETROGK ENCLOSED SOFFIT iR-21 INSULATION < R 1- 5 ROOF CONNECTION DETAIL 1 /2" SHEETROCK R-21 INSULATION -\� W v Ni O A�11 SCALE: 1" = 1' 2 X 6 WALL 2 TYPICAL EAVE DETAIL O H ( z 8,_0„ I 2,_O,l --4r W CI < 11 SCALE: 1" = 1' J Cr X m g< STANDING SEAM METAL ROOF 11 -1/8" BGI RAFTER 1/16" SHEATHING � !::,— MANUF. TRU55�------------ --- ----------- HEEL VAR I E5 H M2 X 14 FASCIA __ ' 2 X 10 LU3nwoWM Hilp — —���—_ X . 2 x Qk �I _ 10 r 3g2 X 12 FASCIASOUTLOOKER 2 ow0 wOx fV STRIP VENT =pw= • : - R-49 SPRAY IN FOAM ENCLOSED SOFFIT - VENTED BLOCK 4 IN 21_0„CEILING BEAM �o � o 0 u_ p�a �o= MANUF. TRU55 - O Mq. 11() 1A R-49INSULATION •nnn o =�F N ► R 21 INSULATION }� it fr ` f ,I R-4c1 INSULATION OWNER APPROVAL -_)_ 5/8" SHEETROGK INITIAL: C.- _ 1 /2" SHEETROCK PAGE: —"Tr-- = 2 X 6 WALL Al l Al6 TYPICAL EAVE DETAIL 3 TYPICAL EAVE DETAIL OF: A 1 SCALE: 1" = 1' Al 1 SCALE: 1" = 1' A rna------ A rri CO III I- O N I Z CI Z D 3 I rn 1:12♦ N ♦ F1:12 z A 0 r Z Z a o Z 0 n' N lP 4111 III 3 ; 3 S rn A JII J V J N N KJ N 0 Z v Z O 0 T 3 I x e J o T N *1:12 1:12♦ , to a Z v Z T 3 a rn 0 Z I *1:12 N m O.7... R. 0 11 I 0 rn RI 1 J J N N A Z 0 Z 0 D 3 3 1 F O J 11 I IF • l i , 1 i A a PROJECT / CLIENT INFO A ROOF OVERVI ENHAMLETT - GAPPS RESIDENCE Icep QII 392G ROCK RIDGE PARKWAY SYKOI�A IT 70 o c rn disliii%P.; DESIGN ,, `` En /� `p O THE INFORMATION PLANS,DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL IV Z j ` • j AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF SYKORA ANACORTES WA c18221 O Q HOME DESIGN. LANDDRAWINGS NOTED AS PRFIIMINARY, MAKES NO CONCEPT CONTAIN INFORMATION TAN THAT ISal CONCEPTUAL AND SUBJECT TO CHANGE.THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS, 10 FILE: C:!UICS Dlooeonal.SSFI rnpa&HAriouDSTMWNrS.CAFPFH XS6.BMCU PRINTED: Thursday, March 26,2020 BUILDING SECTIONS BUILDING SECTIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ENGINEERING INFO BASEMENT PLAN ENGINEERING INFO MAIN PLAN STRUCTURAL NOTES LANDSCAPE PLAN STORM WATER SITE PLAN STORMWATER BMPS