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HomeMy WebLinkAboutPermit File BLD-2020-0231 3007 Meridian Court (2) PROJECT INFORMATION J. SYKORA, GPBD PROJECT DESCRIPTION 4yrk 717 DRAFTED BY o PROJECT ADDRESS: NEW SINGLE FAMILY RESIDENCE ZONING TYPE: R2 La f2 M SCALE 3001 MERIDIAN CT. lH L5 V j 1/4" = 1' U.N.O. ANAGORTES WA 18221 Iiin 2 7.1q>'0 LI' SAT= w 1t�yC4}F� 3-21-2020 CITY OF ANACORTES PARCEL# 10868�LANNING & BUILDING DEPT: Q Z GODB COMPLIANGB . ( APYKOVLU PLANS UI Mli 11111 ill ■ ■ ?ERMIT #: 6�P- ZOZO ,—�Z3 � O ALL CONSTRUCTION TD COMPLY WITH LOCAL CODES AND ADDRESS: 3v Mefl dl�m C� N THE FOLLOWING: - : I , � ' ' ■ C L1J ORDINANCES A D I APPROVED MY; _I CT TO FIELD INSPECTION. APPROVED PLA 0 - 2015 INTERNATIONAL RESIDENTIAL CODE it }�1.�tN ARE,�t� - 2015 WASHINGTON STATE ENERGY CODE °� �" � At N SHAI I NOT BE LD INSD CTION.WITI!ntAPPROVED PLAN J - 2015 UNIFORM PLUMBING CODE MAIN FLOOR 1 ,g16 SQ.FT. I II II II ii _ ,: BASEMENT (FINISHED) 1 ,336 SQ.FT. n In D B RR B D SUBMITTALS ' TOTAL LIVING AREA: 3,252 SQ.FT. GARAGE 621 SQ.FT. 1 . MECHANICAL HVAC SYSTEM DRAWINGS I 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS DECKS 698 SQ.FT. s 3. NATURAL GAS DISTRIBUTION DRAWINGS Y it - COVERED ENTRY 65 SQ.FT. 4. PLUMBING DRAWINGS 5. ROOF TRUSS DRAWINGS / CALCULATIONS WINE CELLAR 141 SQ.FT. f 'L COPY 6 b. FLOOR JOIST DRAWINGS / CALCULATIONS STORAGE / UTILITY 423 SQ.FT. 3 w -1. LANDSCAPE PLANS J LL 8. LIGHTING PLANS ' I ~Si' 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS DESIGN INFORMATION THE GESELL RESIDENCE J 3001 MERIDIAN CT , ANAGORTES VIA 1S221 _1 w In w z e I- CA z W z < Ill W < : v to Q to 111 ' co - 11$' S Hil ,� � CO Z Ill D- < �� ! ifilr-- . Ill re LAYOUT PAGE TABLE Hp ozQ Up�O PG# TITLE i— "Np� Al COVER SHEET 11_I oni k � <w A2 SITE PLAN W '3V°= =-aLLo o�w�> AS FOUNDATION PLAN I � =a ,owl. A4 FOUNDATION DETAILS In woad A5 BASEMENT FLOOR PLAN �<aynd wo= A6 FLOOR FRAMING PLAN Lll wwui= Al FLOOR FRAMING DETAILS > ==40 11W Nz„ate AS MAIN FLOOR PLAN .)2% - o� pi' 2_-._-:._-.=..--____.7 rrjaae: - _- Al WINDOW SCHEDULE v ap== . III ROOF FRAMING PLAN o ' A .ter TAILS A11 ROOF FRAMING DE _2E3 2 ROOF OVERVIEW — ---». ,.. -�-''I -i A13 BUILDING SECTIONS n �I r OWNER APPROVAL �_ - ill -- . , A14 BUILDING SECTIONS INITIAL I i ; I I I4 A15 BUILDING SECTIONS PAGE: %- - Al EXTERIOR ELEVATIONS All EXTERIOR ELEVATIONS Al ENGINEERING INFO BASEMENT Al OF: PLAN All ENGINEERING INFO MAIN PLAN A20 ENGINEERING SPECIFICATIONS DESIGNED BY: J. SYKORA, CPBD HIGHEST POINT OF LOT = 95.0' DRAFTED BY: o ry n 134.88' ALE cs • s / / — \8 �88 588° 1' 12"E 1" = 10' U.N.O. 7 ° / / �, 86 \ \ � \ 93 , \� 94H w / /'' 8S 9� 53 3-21-2020 /' WATER LINE ----H — — — \89 5 BLDG SETBACK 9p -V\ ,t'' ,„ --, -„, , - ---C �\ \ EXISTING TREE /' 64,514 q� \ 0 CD /^� i DRIVEWAY J� 7- WORKSHOPQP W / G�° Y --- '...-\ 1,185 SQ.FT. 8 �\ \ GARAGES FF = 90.0' ' Q ��� ----\/ \ GARAGE APRON FF = 86.0' \ I (f ` I I _\\A FyrD�NT / / l' - 8 p � 8 4405Q.FT\\� kb — — — _ - 41 .11'\ i 4‘ 9vs /' -ci �c,� >q. I I 88 i 7.5„ 411k.. Ssor /,/ 095�`� H .. 1.1 I f \ / t 1t / ROCK GARDEN 1 - _ --IN ,. ( v� Li UTILITIES j - i - y \ 5 \ I ( Iii i 8 t. n 0 \ \,\\ N\ \ \ ,.� 76 \ j _ — i \ I 8S m % \\ 15) ...‘ 1 \ ,. 1 EXISTING TREE I N r---\:::)., 1 1 \ FF = 90.0' / Li, i.,,,_ 1 \W mI 4.5D 7 1 \ / I \ �\ 864 r \ rn q V I _ 1 s LOT 6 �' v vv / �� v v m N (�•/�` 3 / w `� SEWER LINE - - I� - --- -- — _ — O � J _7,....) '4 N., V T, • --, - - - - _ \ _ - - m 'Mill� 13.86' I DECK ry Ak 8 I ITT �� \ ZS 16 na r. .p, -1 '7 \ ` 8CN p 15' BLDG SETBACK --..'-'''..\\\‘\ in s3° fa, 10' BLDG SETBACK 73 t- 74 111 \ 111.89' I -1 N88° V12"W - - - - - NOTE: to SEE CIVIL PLAN FROM LERVIK II_ cv w ENGINEERING ON LOCATIONS OF z H to ni MAP NOTT0SCALE LANDSCAPE RETAINING WALLS AND Inv 4 VICINITY DRAINAGE LINES. I 1.1) z K 1 v Q./ Q t0 Pli° 1 ,_--- U_I al 1-- ..-,--.._, - ..-: . ,._ �:, _ .. �.._.•-._ - ..,. LANDSCAPE LEGEND REQUIRED LANDSCAPING CALCULATIONS L al E O LAWN/LANDSCAPED AREA 517E AREA 15065 FT- r Roadside Park 9 %OF SfTE TO BE LANDSCAPED 3E13 say ZONE MO 3,613 SO FT L O O6 REQUIRED L I IX " ' Z(PER AMC.TABLES 19.42.DY}030 12p4 PROVIDED 1 1 ^ 0� CONCRETE DRIVE 1 �l ® COMPLIANCE NCH AMC C.H.1630 TREE UNIT CREDITS REQUIRED=lb N_V W.I,d9' MULCH-PLANTING BED TREE PRESERVATION (TREE UNIT CREDITS 10 NEW DECIDUOUS TREES ROVIDEMitt?D I W. _ < is ;' CALIPER O b'ABOVE GROUND) I _ / (a)NEW EVERGREEN TREE Be IN 1 `'` V 'Ss EXISTING STRUCTURE ,+p 1 �� �i� � .N s`�� ' t• DECIDUOUS TREE HEIGHT) Dockside I •esidental... ZB ; ! i - c e<D< Q a a �h�h^ y Q San Juan Passage 41bthg EVERGREEN TREE 1 PER 30 OF FRONTAGE �g� „•<,�„ NUMBER OF REQUIRED STREET ° < Anacortes Toll Boot IM 5." e 33.95'LINEALFEETOFFRONTAGEY~Z o� w 0 1 O VI TREES =1 STREET TREES REQUIRED oioz \T/ c�°< W� z w ° pye > seine 2t SHRUBS/PLANTINGS Pa n G4 O<p 2D San Juan Spas&Billiards 9 €36E~ Copper Pond IC °Win o m 3 N s8 --- Ship Harbor Inn9 P���' - — _ _ _ _ _ — I ;noUo , i . CD S Q Anacortes Air PF°W m ay, Pacific Ave wDSt IceBoatMarine9 a P` Northwest Marine9 Craft Maintenance LOT INFORMATION II. S< wr Restroom £� Serenity by the Sea 9f Technology o� _ -- °g°wS N S( l-) � +4h lie DS'•27• Lo �3 �° Sunset Ave q, Tursi Park �` V160 stroomandShowers _eee y �rQ ° OWNER: GREG AND THERESE GESELL <a°°= p2MW �yarloal St aq, Anacortes < e �.— pw �z R Airport s o e� O 1}eSC�I.L. itec7:91J-14[2:77:11-were7 'T�cf e� a o ADDRESS: 3001 MERIDIAN GT. ANAGORTES WA 98221w=ais. L PROJECT LOGTIO `� °°d srr.IB w< W- 1 Park s Old Salt's Deli&Market Dd,,,• PARCEL# 10b6b3 �T c t� �' We, 33t6S rc. Fdalgo Yacht Club® 9 a` D114eC ` 1 ° ro ��SL r-p-cc of 6 o m g �i;oa o>=� /° ZONED R2 1 a c. tw� aa. �� ' 20 c- P 0 V r °4 y f 9 Q Skyline Styling o s LOT SIZE : 18,065 SQ.FT. 1 �` o O Lot imw71F1 15 Less Wiwi-,, Sc , T}�y e Skyline Marine Center OWNER APPROVAL itt f a Q Tea by the sea MAX BUILDING COVERAGE (35%) = 6,323 SQ.FT. `71 mwx Dv-Newii 44.4 Loom kr THE. o� o a Clyde1 ,9 i2- �-� 1 ! ,o me IDt•53•o3a INITIAL: °I- N Jo, way ACTUAL BUILDING COVERAGE = 3,530 SQ.FT. �„ay 3 ik PAGE: /'� Bayside East Q Tugboat beach ° A� '-":ominiumsEast o �' ��' HOUSE IMPERVIOUS: 3,123 SQ.FT. (ROOF AND DECK) 21% / ` V0ea °n��0 a °` t ''k,,� DueenAnna3 m DRIVEWAY IMPERVIOUS: 2,225 SQ.FT. 12% x Anacortes C Fo Mr OF: and Sultan Rock moo, 9 4' P S et FOUNDATION NOTES J. SYKORA, GPBD 0 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. r' .9 2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS(ON THE n EXTERIOR OF THE FOOTINGS)SHOULD SLOPE DOWN AT A 5 PERCENT / 46-0" / MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET. F / 23'-0" / 23'-0" / 3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD BEARING 1/4" = 1' U.N.O. a 21 5 VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED. LL A4 A4 iu �. : . .:.. . . 1 LEAST 12 3-21-2020 4 FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW PREVIOUSLY UNDISTURBED SOIL FOOTINGS ALSO MUST EXTEND AT LEA , o • r—_ r — — — ——— —1 o INCHES BELOW THE FROST LINE(THE DEPTH TO WHICH THE GROUND FREEZES IN WINTER)OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD A4 I A4 l I l V HAVE A MINIMUM WIDTH OF 12". 95 5 SLABS 5. TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR h A4I A4 SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 95%RELATIVE COMPACTION.IT IS STRONGLY I - - -4 4 THE BOTTOM OF THE FOOTING 15 THAT IT 15 LEVEL. EXCEPTION: IF BUILDING RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. , A4 A4 - - i m ON A SLOPED GRADE,YOU CAN STEP THE FOOTING AS MUCH AS 1 UNIT 0 UNDERSLAB INSULATION: MAY USE XP5 OR EPS RIGID FOAM WITH MIN.,25 P5I COMPRESSIVE STRENGTH UNDER SLAB. IF GARAGE CONCRETE SLAB - 598 SQ.FT. I `.. • SLOPE GARAGE FLOOR - Cl) USED, PROVIDE AND INSTALL PER INSULATION MANUFACTURERS RECOMMENDATIONS. VERTICALPERA 10 UNITS HORIZONTAL UNDER 10 PERCENTP SLOPE). ACCESS). I I I GARAGE DOOR BUCK OUT • 6. ACCESS SHALL BE PROVIDED TO ALL FLOOR SPACES. W SLAB THICKNESS: USE 4"MIN. {I ° OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 15' X 24 . REINFORCEMENT: USE ANY OF THE FOLLOWING A4 - - . - _ - - - . I .0 OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN lb"X 24". � /� MIN.,43 REBAR AT 24' OG,EACH WAY,CENTERED IN SLAB. - - — I A4 . . . . V MELDED HIRE FABRIC,MIN.,W2.9,b"Xb"(6 GAJ,CENTERED IN SLAB.SPLICES OVERLAP 8"MIN. - WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS IS BELOW GRADE J- - - I - I AN AREAWAY OF NOT LESS THEN 16"X 24"SHALL BE PROVIDED. THE BOTTOM � FIBERMESH PER MANUFACTURER'S RECOMMENDATION. I - 'I I - OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS HELIX HELIX MICRO REBAR, MIN.,5 LBS.PER CUBIC YARD. "' I i ••- I - SHOP CONCRETE SLAB - 330 5Q-FT• I' _ m n OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR CONTROL JOINTS:MAXIMUM RECOMMENDED SPACING=8'OG,EACH WAY.THIS IS ANON-STRUCTURAL ITEM AND MAY BE 1 - _ CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. SLOPE GARAGE FLOOR • . - - I �_ TO THE RESIDENCE. ,`, VAPOR BARRIER SUGGEST A MIN.,6 MIL., PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS.THIS 15 A NON-STRUCTURAL _ : I I _ - I '- 1. FOUNDATION VENTS-THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. 9 I - - - • • I I 1 5 I THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE s 1 A4 A4 J OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH e"s L FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF a FOUNDATION P LAN I I _� _ \ \ \ . VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR 3 • GARAGE DOOR BUCK OUT I I. j I 5 EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE GROUND SURFACE ISE COVERED BY AF CLASS 1 VAPOR RETARDER MATERIAL. SCALE: 1/4" = 1' I I I A4 I ,� 16'-0" A4 WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM NET GAR s / 13 I 113 I - I AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT �'�of w"� / 45' 0" I A4 I I A4 I : FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH �� �' 96 'PS`t e m'_b 1n' T.0.. / I 0'-b 1rz" t-6 22'-11 1n' � ° ' - - G OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE - �.,� • 1o'-n trz' 1 S'-0" 5' O" / ,, 0„ ! BUILDING.IN yIIt jik 11 '-'1 r DECK POST FOOTING 5 I 5 • • 1 ��•, r w i)I �_ (TYP.OF2) R4 A4 A J I. i 8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON u J CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION INm mew. / 13,_0.. / 11_0„ / 251_0„ p �. • I — I. I` BE r o I ACCORDANCE WITH THIS SECTION GOLD FORMED STEEL FRAMING SHALL 1 ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL sea erne, q O I r I' DECK POST FOOTING PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF GOLD-FORMED £.'4 tsi, EQ`5 $EA< 2 2 I 3 I /�I A4 I (TYP.OF 2) O STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL IS F� c�gyy�-y'� A4 A4 4 I A4I �' • I I; 1 1 �' j' m I FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION `f,TEM5 .P-1 L. . ` ♦ r I — — - 1-. — - — — - - • : , \ .I I L_J R505.3.1 OR R603.3.1. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON • — -- - ^ —'� i� —:�- Lnuui,iiliilui •�u1TiTI iiiuni�n iliiiniiii�ILLLLL'nuInr Hr.uuiun+uinnn - - - � - • . .. - •I. ry MONOLITHIC SLABS, WOOD 50LE PLATES OF BRACED WALL PANELS AT _ — — — — —• —.1 . I o 2 I - - . ' • -:- - - -- =.- - - BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES - I SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2 A4 - - - - -� A4 r .... A4 . : n A4 A4 r I' • v - r I , -v a I N - - (1 MM ANCHOR BOLTS SPACED A MAXIMUM OF b FEET(18 29 MAM)O . CENTER A PROVED ANCHORS ANCHOR SP CED - - - ' - •. • ' ' �' r•- , .: •' ••- •.•. •• • - y, r -� '�+� REQUIRED TO OPPROVIDE EQUIVALENT RANGHORAGE TOPU2 NCH-DIAMETER + v 95 S• - ( " .. 12.1 MM)ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES(1 lb OF CELLS CONCRETEMASONRY UNITS CONCRETE o , A4 I -. . ., •- „ • . - - � :✓ � � HE BOLTS 5 SHALL BE OR GROUTED INOTHE MIDDLE THIRD OF THE WIDTH OF THE - I • L 1. THICKENED SLAB - - •-- .• . : m PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. I— - : 1 FOOTING 6 F - • I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE L — — — — — — — — �. A4 f L — p — — BOLT LOCATED NOT MORE THAN 12 INCHES(305 MM)OR LESS THAN SEVEN . t _ 6ECM - — —J - ` ,- ^ THICKENED SLAB - BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR V I •1 THICKENED SLAB , • - THICKENED SLAB A4 - — - FOOTING O al I • • FOOTING : y •. . FOOTING • -•. • L 20H0H 5 . . { BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE • • • • - - •• _ t B'-3" 6 { 3'-t t" 15-D'' NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH CV F , i A4 - A4 — _• ' • - ' ' ._,-. — APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE — I--- ce _ - , , • '- • PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS I— ' t — p • L — — — —�- I R311 AND R318. EXCEPTIONS: 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH Z z • BASEMENT CONCRETE SLAB - 1,941 SQ,FT-'. • ••, ,- M b `� I In O L — — — — — � I • ..• . .. : ` - � • 1T_o OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL BE al C K 5 I • - 6 - ANCHORED TO THE FOUNDATION WITH A MINIMUM OF ONE ANCHOR BOLT J — e0 A4 •r .. , l' y - A4 22' 0•` rzo I -2 I I 2 �/ ® f 1 B— LOCATED IN THE CENTER THIRD OF THE PLATE SECTION AND SHALL BE v !� el to • • '. - — --� p rso A4 I I A4 ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS A5 SHOWN IN L W — — — ITEM 9 OF TABLE R602.3(1). 2. CONNECTION OF WALLS 12 INCHES(305 MM) ,,F'1 (L/ ` 6 = TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS V . . .• ,••.. •. .. - . THICKENED SLAB i I-- O • •- _ 48'X48'X10: • _ •-. ., - - .• . _ ,A4 - FOOTING - I ' ry TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED.THE -, E r V • W(41 N4 REBAR . . f L PANELS AT \ I 4 WALL SHALL BE ATTACHED TO ADJACENT BRACED WALL EACH WAY .•. . - - h Imo . o I" r— — — 1 5� .. •. : • • • CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). C() Z I _ I m _ r �0 � � r - - - - - - - - - - IZ I �C I 5 • - I res L_ -i -� __ _ �H 2 - m - - � A4 A4 I I A4 - — p { I I a I. . i I _I ♦ ♦ II . - 5 _ I I CONCRETE PATIO-955Q.FT. I 4 - • . -5 - 'I. I A4 TYPICAL `p . _ 211 ,H _ _ 2,H _J I L � - - . _ •... I 7/16 056 =r.ii L — o FRAMED s ova 06 ♦ ♦ \ L — . . ..slowiwomm -- - - - - _ 1 L_. J WALL r¢°'' 3azi A4 A4 2 X 6 WALL 2ki�h �agaw 11•-0" / U / 6' 6° / _ / y - 3" X 3" X ,25 ' ital, / o 15'-O" o Nnoow BEARING oW =a _ z o�. CONCRETE PATIO-25'1 SQ.FT. ' _~Ong q PLATE w�`�° DECK POST FOOTING I IN Q � gio rili(TIP.OF 5) I ��. I5/6" X 12" Z p="w= 11 , I I i 1I I `/I V -11 \ \`/ SHFOR SPACIN SCHEDULE ANCHOR BOLT aoa o f z L J + ` i i 12" 50N0-TUBE iii b X b P.T. P05T ••Y Jr ... ZZp OF Jr 1'-6' Jr 1'-6".I' 7'-6" •Y 1'-6" 12'-4" ABUSE:. POST BASE 9. o 11-1 _ 9 °=F W z 0,_b, 11_0" 0'_8" 0'-10" 0 .: .. . ._/ awao 32'-31rz" "( .. . ,. - owg? 0 -:/%//-V"./�\ Q /�A/AAA/�i. i, i °. e d ° / (2) GRADE 40 #4 REBAR ��\�/\i VERT. HOOKS . . a TYP. zws \>. �\ ; 44 ..\ (3) GRADE 40 #4 - FOUNDATION A,/ 1 0• ')S /\ REBAR EACH WAY MINIMUM OF(2) r ��A ZyI f /�\y��`. • A • BOLTS PER PIECE • 12"MAXIMUM Y WILL OWNER APPROVAL :/ // 2 ` _ 4'MINIMUM �� / _ A VAS':%�y ' f '-y - FROM END OF PLATE • • d :.., /VA/ /VA���.. .- • .. • u. . . INITIAL: /j�//\r/ // // PAGE: %V> / /•/ //. / / \</ \ ‘ A '... /A OF: TYPICAL 18" POST FOOTING W/ SONOTUBE SCALE: 3/4" = 1' TYPICAL FOUNDATION BOLT PLACEMENT TYPICAL FOUNDATION BOLT J. SYKORA, CPBD rSIDING MATERIAL �•flDING MATERIAL ei /3 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGMR-21 INSULATION _ 1/16 05B 1 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R 21 INSULATION 1/16 o5BIN 1/2" SHEETROCK 1/2" SHEETROCK NAILS OR 5GRE1^15ill el 3/4" SUBFLOOR 3/4" SUBFLOORer OC. STGGD 1/4" = 1' U.N.O. A B C D E F G V W X Y Z j - A B G D E F G V W X Y Z L _OPTIONAL GE,PATIO)SLAB w —NAILS IN BLOCKING I I I 1 1 - : . 3-21-2020 LENGTH FLOOR JOISTS LENGTH FLOOR JOISTS , o `.,, il � /G (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING f I a� • • RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING �A35 TYP.ONLYTRANSV. CONT. L F d _ _ _ (GARAGE, PATIO) HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR 51MPSON H I. . F ` ' = w HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT. OPTIONAL 4"SLAB p • REQ IF A>4' v - - II 1 � II BOT.L BEND ` BOT.L BEND p11N Z I-� I I I " 6" u 12" NOT „ 24" 24" _ F . v *- e .. . ` w 0' - 4' CENTERED 1 S" 6" b" 1 2" NOT 6" p� 24" #4 @ 24" N/A (2) # 4 IF JOISTS FARM I Fl E w �I-I I I I ICI I I- O 0_ 0 - 4' CENTERED 1 8 b REQUIRED b #4 @ #4 @ N/A (2) # 4 1F 1 STAL PARAI) FI ., .:". , pREQUIREDV INSTALL"G"BLOCKING _Iegt -INSTALL G BLOCKING W , ' . A -11 I=1 -_'-I=1 2 O IN (l)RAYS Q ` IIN (11 RAYS • 1 -_ II - „ , 24" „ „ „ „ „ „ -SCREWS OR NAILS I III-1 I 1=III-1 I 4' 1 "- b' 5" 24" 5" b" 56" 45" b" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 SCREWS OR NAILS E r' . / ± o 4' 1 - b 5" 8 b 56" 48 b #4 @ 24 #4 © 24" #4 @ 24 (2) # 4 W — 1= ►11E1 I ISI 3 O.G.THRU SUBFLOOR 3 O.G.THRU SUBFLOOR III=-1I1-- - Z T GRAINLSPAGE _ 18"MIN. Y W , u u u u u n u „ „ _ " #4 16" #4 18" #4 @ 16" (3) # 4 1 BELOW GRADE 5 b 1 - 8 b 32 10 8 28 28 8 #4 @ 16 #4 @ 18" #4 @ 16" (3) # 4 n I I El 1 18"MIN. 1 �� z b 1 " - 8 b 32" 10" 8 28 28 8 @ @ e GR�1lNLSPAGE -11 N BELOW GRADE J x I W — _ o = Z X i Ii`V �� 4"TIGHTLINE nn„ 42" 10" n„ " „ „ 14" , 1 . 4"TIGHTLINEI I I I a 1" - 10' 8" 42" 10" 5" 18" 15" 5" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P T. EXPANSION JNT. NI,i ` K EXT WALLS ONLY J Z 1" - 10' CJ CJ 1 C/ 1 V S #5 @ #5 @ 18' #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT. i 8 EXT.WALLS OONNLY_ 1 ] m R-10®: r _ O_ RCONDITIONED AREA SLAB I ' III-)III II -LONDITIONED AREA SLAB I F ON GRADE 1 _— �)I I. a y Y MIN LAP SPLICE=24I l 1. w y ON GRADE MIN LAP 5PLIGE=24" o L yy�� % t• I _ 'II HILL O SLAB OR FILL SEE OTE# 1 I B i - I I i s NOTE #1 • '' LAB OR FILL-SEE 4/1-"Eit1' B-_-J* -I I i III=-- w GENERAL NOTES: NOTE $k1 , _ _ e GENERAL NOTES: (►�, 1 - I I_II N * GREATER. OVER FOOTING IN GRAWLSPAGE �� �` * COLUMNS C, V. E, IN, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPAGE ® I r I COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREA E FILL R-10 FOAM WHEN NO SLAB IS NEEDED. R-10 FOAM * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. IN/10 MIL VB D - �I DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. kV/10 MIL VB D tiering . O DRAIN ROCK IT c O4"PERF * A55UMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED UNDER, MIN. a (Exr.woosoNLr1 Y • ASSUMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT.(A) FILL REQUIRED b MILL VB - -1us ONLY b MILL VBTr L " 11 IF NO SLAB 1 1 I I—I I I I - 11 i I * IF NO SLAB - / V m UNDER, V �=1 I I 1 y I IL: EM MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' - 4' NONE 11 I • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' - 4' NONE I ICI - . 1 . G i I:- 1111 I (—I I GA s REBAR MINIMUM GRADE 60. 5, - 6' 12" 11111I1I 111 I 1 SOIL BEARING PRESSURE: .1I PSF * REBAR MINIMUM GRADE 60. 5 _ 6' 12" -1 i— T TOE * 5' - b' 12° 1 (- I TOE _ I -HEEL j- I 111-1 I 1 III, . -I 11III=I HEEL �_`�`� W ��, e ASSUMED * CONCRETE MINIMUM fc 2500 psi 8' 15" F ' s * CONCRETE MINIMUM fc 2500 psiOI I I c* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF f - - USE LESSER OF THIS OR 5HEAR WALL CALLOUT. o scree 1=1 I I-III ' III—k I I I I #-1 I 1-1 I I—III—I I I—i 1 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL GALLOUT. 9' - 10' 24" '* ANCHOR BOLT SPACING 9 - l0 24 NOT 111- •p NOT TO SCALE M, k 1. •-� °1 NO FLOORS (DING MATERIAL / \ T TO FLOOR DIAPHRAGM V +~7/161 OSBNG ATERIAL �y� RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" I 2 CANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED 12" MIN._, 1sea VW to I G49 1/16 o5B 1 X 4 P.T.EXPANSION JNT. II PONY WALL ° 6s. 'mays 4� 2 X 6 WALL 2 X 6 WALL R-10 @ A B G D E F G V W X Y Z Is Fps A B C D E F G V W X Y Z -BASEMENT PERIMETER �T6M5 �N L1(. ABOVE GRADE AREAS - - r -- -CONDITIONED AREA SLAB F ` LENGTH ON GRADE LENGTH a b" MIN. UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING 1 RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING B REOTBARB @ REBAR REBAR TRANSV. CONT. ma, Q HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. r:" N4 GRAWLSPAGE :._ a 4 _.. III- it i i_.-. BOT.L BEND 1 0 I_-z1l�iil R-10 FOAM E w 0' _ [F� CENTERED „ ° ° SEE NOT u „ /G` :.� E -I 1 bl i b" 611 SEE NOT 611 #4 @ 24" #4 @ 24" N/A (2) # 4 WI 10 MIL VB R-10 FOAM 1 b #4 @ 24 #4 @ 24" N/A (2) # 4 r 0 - 4 24"MIN. b b SHEARWALL REQUIRED W I- -i V CENTERED SHEARWALL REQUIRED UNDER, MIN. III i- 2 w A = w 11 Q 4' TIGHTLINE m 4' 1 "- b' 3" 24" 8" b" SEE NOT b" #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 W �_ , 4' 1 "- 6' 5 24" 8" b° SHEAERWALL REQUIRED b" #4 @ 1 8" #4 @ 24" #4 @ 1 8" (3) # 4 • W m w a = z „ „ I � F NOT aN @ „ @ III --� I I-I I 1-- Q SHEARWALL REQUIRED ®� W a V X Z „ - 36" 10" SEE #5 11 #4 18" #5 @ 11' 111-11 I A J Z 6' 1 " - 8' 6" 36" 1011 8„ SEE NOT g" #5 @ 11' #4 @ 18 #5 @ 11q r (4) # 4 _1 4 6 1 8 1 V SHEARWALL REQUIRED (4) # 4 I III I�- O to X - T, 11 18"MIN SHEARWALL REQUIRED d p BELOW GRADE I I _ p O q - - u u u u SEE NOT a (�„_ z Li- .—I N S' 1" - 10' 8" 48" 10" 8" SEE NOT „ „ #5 c # 5 I w n n b SHESEE REQUIRED Q #5 q" #5 1 8" #5 1" R 10 I I- 'O — 11 1 _ ' OLL 8' 1" - lot 8 48 10 V S @ @ @ (4) # 5 1 X 4 P.T. EXPANSION JNT. I 2"GER. ,^ CI 8 #5 @ 9 #5 @ 18' @ (4) 2"GER. 111 w V ®, z V CI SHEARWALL REQUIRED SCREENED 2"PVC MIN LAP 5PLIGE-24' CONDITIONED AREA SLAB I� _ w I- �-1--, _ T WEEP HOLES b'O.G. ON GRADE MIN LAP 5PLIGE =24" m U V • 'TIGHTLINE 18"MIN _ Z Y Z to . '._ ' :.b.' _ . B W •`l ILI GENERAL NOTES: Z Y 24"MIN. FOR GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE OTE Z<1 i1 B 'WALL r v Ce D W • COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. l s % * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE �'• IY WHEN NO SLAB 15 NEEDED. tn R-10 FOAM �_ DRAIN ROCK J� D Lin_ _ DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. IN/10 MIL VB ]� . _ 4„PERF-- F- W • COLUMNS F, G, ARE MAXIMUMS. MAY LE55. UNDER, MIN. d • _ O n 4"PERF.- * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF _ * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED b MILLYB I I i v 2 I _ = 1I= ua 1— r I III- I I-III- I I i 11- �/ 7 i — 11 I= * IF ND SLAB ' MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. -I 11-11 EI rI I I I ILI C 1 I1 —III=I MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' -4' NONE 4 G ,� III LEI_ O _ _ ' 11-1 I I-1 I I-- p � o � * I—III III= I E—III 111 I III-1 I iIHEEL 1 M I I—I 111-- * REBAR MINIMUM GRADE 60. 5' b' 12" TOE HEEL I 1 m REBAR MINIMUM GRADE 60. .1 11-1 I (-1 11=1 I III 111-11 I 11 El I I= 11I 11-111= I' - e' 18" * CONCRETE MINIMUM fc 2500 psi -1�* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi ASSUMED SOIL BEARING PRESSURE: 2,000 PSFI Ii W . n 4 ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL CALLOUT. ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR WALL GALLOUT. 9' - 10 24 NOT TO SGAL• 1 II II 1 I I=—I I II 111 TI' 1 I L V NOT TO SCALE E CASE A CASE B --�-- CASE C SIDING MATERIAL III ce I' SIDING MATERIAL _ .— SIDING MATERIAL - - 1/4" X 3 1/2" DRIVE ILD 5 — R-21 INSULATION O56 RAWL 48" O.G. RETAINING WALL - 4 MAX RETAINED - CENTERED REBAR NO FLOOR I R-21 INSULATION ° > 1/16 OSB Y— 7/16 O56 2 X WALL WITHIN 12" 1/2" SHEETROCK --- 2 X TREATED PLATE 1 X4 P.T. EXPANSION JNT. 1/2" 5HEETROGK- * R-21 INSULATION V W X R-10 @: • 11 2 X 6 WALL 3/4" SUBFLOOR 3/4" SUBFLOOR ERE NEEDS A B G 0 E F G R1o@: (INHERE NEEDED) ��.v��.v(((((('''������//, ail Y Z -BASEMENT PERIMETER -�� 1-i " TROCK ° r^ ABOVE GRADE AREAS ► III - ': •�i - L ON GRADE ED AREA SLAB ' a"po ozoz -CONDITIONED AREA SLAB F • FLOOR JOISTS „�° FLOOR JOISTS fl LENGTH ON GRA4"SLAB I ` I _ ` UNBALANCED WALL FOOTING FOOTING FOOTING 1k F 1-- 3�z� FOOTING WALL ANCHOR 80LT BLOCK OF VERT. VERTICAL HORIZ. � 1 A95 TYP.ONLY * <° HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR@ REBAR REBAR TRANSV. CONT. - ---" O ��_-J���r� Gail -I 11-1 1 III-III-! ■'' ILI :3 oil ��, REQ IFA>4' �- I r R-10 FOAM oww;° BOT. L BEND -- 1 I A `::._� - a - I • -I 1-III - I-III-III- /� ZD /�/�\\: IN/ 10 MIL VB Q o¢$�w '1/2 R-10 FOAM R-10 FOAM :; i�� �• • --I 1 EI III—ME �1I R-10 FOAM N I UNDER,MIN. 2613w� 1 -1 „ u u SEE NOT a # 24" #4 @ 24" N/A (2) # 4 WI 10 MIL VB (�BASENENr f* I 1-III-III�_ 1F JOISTS PARAI I FI F a -'I III 1 11-1 I 1 ��N 1 b .41 E_ I- 1F IDISTS PARAI I FI � � I-1 I - A —III-11 i W/10 MIL VB ,�/�//� \��/ �� �j� /\ (2) GRADE 40 � �- 0 - 4 CENTERED 18 b b SHEARWALL REQUIRED 6 @ PERIMETER Ili I 1='-111-EI I 1 I I ' - (JOISTS "G"BLOCKING -INSTALL"G"BLOCKING W a a 111�1 � , III 111_ NDER,MIN. ��/�/�// /�/��/�//�//�\ #4 REBAR =� i',p UNDER. MIN. ABOVE GRADE AREu) I I I�I I I-III-III ~ w 4 IN(2)BAYS. I _ 18"MIN. , , / / / �/ / / / / / .. ��swo �- III II—_I _ ° — — - 2 p SCREWS OR NAILS '. I I f _ - _ ' � -SCREWS OR NAILS � Z _LII I-LI= E '� .. d� I I I�1 BELOW GRADE�I�1 � ap p=$ 24"MIN. }nI II�III IIt-11I IWW=W° _ _ IN(2)BAYS. 1 1—I 1-1 1 1=1 1 I=1 1 =IIf=I III-- IE e — II = 3"o.c.THRUSUBFLOOR • �_ THICKENED FOOTING �J� '� 111=1 I I—III—III = = 3' O.G.THRU SUBFLOOR I_ A I I—III—' _� I I�I I I-I I_I 111�1 CRAWLSPAGE :p 18"MIN. III- GRAWLSPAGE ; I1=1I 111 III I1=1 W 6 '� "3¢U�I I I-1 I I—III W . z p 1 " _ E=y°� I I I I—III—I I �I I ' Q W a BELOW GRADE-_ j X -11 II I II II II I / SCALE: 1 ' Q w< X El ON -III= X I I W '' 4"TIGHTLINE.(. W 'V z Noowz -III_ III- -I : w I 4"TIGHTLINE I = z 1 ., = z aa�„ - I -I 1 I_. p O 1 X 4 P.T.EXPANSION JNT. " r. CENTER � ( ' � ' - --1 11�-' 1 X4 P.T.EXPANSION JNT. � � EXT.WALLS ONLY I J ,„ R 10@: �I� `--/ EXT.WALLS ONLY J o �I ': - GARAGE DOOR P °w3, �m4� II - MIN LAP SPLICE 24" R-1o@: II I -i I J p SCREENED 2"PVC Z -CONDITIONED AREA SLAB MIN LAP SPLICE 24' w BUCK OUT FOR GARAGE DOOR p= WEEP HOLES 6'O.G. 11 �- ON GRADE CONDITIONED AREA SLAB MIN LAP 5PLIGE 24i 1.- w ON GRADE 1 w „ °'4>y� Y �4"TIGHTLINEI-1 Z Y p 4 GONG. SLAB OVER 6 =°og 111= Z Y I LL �' l—u 1=111- ;111I I B 11 it -I I :I,I BARRIER ON Z B I —)I�I LAB OR FILL SEE NOTE#1 I- B _ •-LAB OR FILL-SEE NOTE#1I U�R GENERAL NOTES: NOTE #1 — OWNER APPROVAL I■ L ' III- �� �� - MIMES. �= .* — y * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE nr III I _ j * ,- 0 ��1 d R-10 FOAM ROCK ? DRAIN ROCK * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF WHEN NO SLAB 15 NEEDED. - DRAIN ROCK __-__ - -- _ PERF O INITIAL: . - . WI 10 MIL VB IN/10 MIL VB -- •I 4„ 2 GRADE 40 3 - ( t q4 PERF. UNDER;MIN. / (E PERF. -UNDER;MIN: J - -Y 1 PAGE. * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. -1 —1 s;•r b MILL VB Ex .wAusoNL — _ — V • — `Y' .l #4 REBAR �I I ti 11=11 -- v v III 6 MILL VB I 1—III-1 1—I 1 L, E� LS ONLY) * REBAR MINIMUM GRADE 40. RETAINED 4Hr.(A) FILL ERED III III—III— I 1 I—_G ' i 1=III—III I IIF NO SLAB -�, G I1IF No SLAB E1 I I j l —II -_ C ,r -III I 1 I—i I : — — — _ _ E ! 11- ! i j-I ' '� 11I11 II I�EII1-I"IHTOE-111 III HEEL 1I1-111- V TYPICAL FOUNDATION WALL * CONCRETE MINIMUM fc 2500 psi L1 I E1I1=1I1- III 111 _ HEEL TOE HEEL ** - _ _ @GARAGE DOOR ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL GALLOUT. =* ASSUIMEID SOIL BEAR BEARING PRESSURE: 2,000 PSF Il 11_' ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 111.71* ASSUMED SOILBEARIII 1 PRESSURE:1 00 PSF �y SCALE: 1" = 1' OF: -, , 1—I, , ,,—,1,-1,1—,,I—I1t—,11-1,1—, , -1i (- NOT TO SCALE NOT TO SCALE NOT TO SCALE =51GNEC FLOORM PALIAN NY OITES J. SYKORA, GPBD TYPICAL HEADER F RAM I N G 23'-0" / 23'-0" SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED DRAFTED BY. R N T N N OR HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ b" POST WINDOW W/ 3" POST ♦ 1 GIVNG ACCESS O EACH SEPARATE SLEEPING AREA. IN NEW CONST�RUCTION,RAREA a -__ .: ;.,,. •. ' _..:, :-_ - REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N i -,4 :•- - BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE jr i jr t )1 jr ..11 , r- : r DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SCALE m f 1/4" = 1' U.N.O. as 2 SHELF AND HANGING ROD ii I■ ■I DATE d w --// 1- HEADER LESS THAN S' HEADER MORE THAN S' - WOR5Q HOP 3 BUILT IN SHELVES. 3-21-2020 d (1)TRIMMER CONGEAL FE&NSID (1)KING STUD FROM (2)KING STUDS MANGER EA SIDE _ 4 CABINET-OWNER/CONTRACTOR TO VERIFY. TOP PLATE TO ' Lj FROM TOP PLATE TO • 4 .• • BOTTOM PLATE BOTTOM PLATE O N (1)TRIMMER (A TRIMMER (2)KING STUDS21 (2)KING STUDS ` ! n EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 51 V FROM TOP PLATE TO ' FROM TOP PLATE TO a- 5 BOTTOM PLATE BOTTOM PLATE SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20'WIDE AND 24' O I .I - HIGH. SILL HEIGHT MAXIMUM 44'OFF FLOOR. GARAGE WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH �� ITN I �f 637 SQ FT 6 ASA CLOCK TIMER NUTHA ZONE RATING OFt.50RLE55. FAU.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 T A G PLYWOOD. IL EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/6"TYPE"X'GYP.BD. NO FURNACE SHALL rjr jr jr Jr jr jr jr 1 Ur BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, J FURNACE M,OR CLOSET. PROVIDE AT LEAST 30'OF WORKINGORKING SPADE IN FRONT OF CV - ALL BUILDING W SUPPLY SYSTEMS WHICH QUICK ACTING VALVES ARE ' r - - -- _1r INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES x RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, V. 16'-0" / 8 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE g "s STRAPPED WITHIN UPPER 113 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN -c _ EARTHQUAKE. t e • � < %O PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT A COLDSHUTOFF 3 • I CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL >i al COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF i THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR ,I r 5'-O" / T-0. a EACH 10-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF I - I L - I SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. r A`p4.�' e J -'. J ,-, MECHANICAL FAN. BATHROOM.LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ��°F w `1PO A / 45'-0" t ^_ ;_•_• ; C.F.M.RO AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANYOPENABLE WINDOW 1 - � $ ,(, I r �� �r�yLr q / 13'-0" / 7'-0" / 25'-0" �: 18'-0" I /'• OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE K 4 INCHES. DRYER,KITCHEN, ¢ • 1 0 AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO- o INSPECTION.OR FRAMING EXHAUST FANS TO BE 4111I i •S .-^1M r2. u_ ON r - L 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH ' \ � CONSTRUCTED OFISM FOOTH00J II ♦ \ - . .•:•..:... . . .. DOMESTIC DRYER EXHAUST. RE NONCOMBUSTIBLE MATERIALS. APPROVED FLEX ; rl �_ _.__. . ___.. .- N CONNECTORS NOT EXCEEDING ANAL `d7 Zp r -1 s I o I 11 P _- - _ - - SOP Elas 27 x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. urea ITN3'-01? 24, m I I v` - 6'-10 1/2" o - FRAME OUT MESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1? Zc� uyE6R's 5E+t� L�- J I o;+ _ 11 PLYWOOD. ACCESS LOVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- , — <V F 2.4 1Q' _ STRIPPED OR SEALED TIGHT. -ITS Haft STl.4•u'Z L - _1 STORAGE �4 "",,,,, - - - - -� yTE/KS bN Of , WINE 1155Q FT I F, " 10tlij ® 10 / s-0" i _ GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36'ABOVE STAIR NOSING. 12 INTERMEDIATE RAIL SPACING SHALL NOT 141 50 FT c 0 1 m STORAGE 1- IL I ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER I.R.C.SECTION 3122 m 1 ry r T BATH TOILET 17 305 50 FT PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR X L— — — 4 I Im 73 5Q FT 'f'`'Q FT = 13 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO LOP — — — — — — —_ - - - MANUFAGTURER5 SPECS FORM IMUM REQUIREMENTS OF NON-GOMBUSTABLE ir - - t—t 2868 2868r ` 'L p 71P — , ` 2�8✓ � � o i4LEILI LINEN 3I-I O SURROUNDBHEARTH MATERIALIN— l — E-"'""_ _ 26 Rom,, 2� - -II T.41D . — 4 CEILINGLI ._.,I- - J - - - -in •••--��� - - - - - - - GARAGE FLOOR SUFACES SHALL eE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR MIN }' 2'-0--,�-7fi--�'--4'-0"— �' - B'-2• - 77�� �� i23bJ 141/8"PER 17 TOWARDS MAIN VEHICLE ENTRYDOORWAY ORTOWARDS FLOOR DRAIN. I I I2868 �� ,_ 2aH - .3 --.Ir - RO .DCV m Lf aV 1Q 4'-010' 0" 3'-810' f LOP - - 70P1S TEMPERED CUSS "y -JIRE PET r b NI _ cove* 0 1 •• I WI K21 aK a- O L ` L_ __1 16 20 MIN.FIRE RATED DOOR _ ^f1° HALL1 I O v '♦ bO I— I 4CEILIN6150 5Q FT O-' I — D�05ED rF•+N6 BEAM— — — — I �6 _ BKPIXED LEl1M8 BfiW— _ — _ _ _ c i I N I Wm _ I IW _ - o - 2R�� - - - I tP I GENERAL NOTES Z _ CA W © -/ 1` }_ I 1.ALL DIMENSIONS ARE TO FADE OF STUD UNLESS NOTED OTHERWISE. FAMILY ROOM W IL = 2B66�= LINEN Ee —� f I ~ W v KT 616 SQ FT I 17-9 1? n n f—a-a f —tr-1a 2 -' 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Z ILI Z 4' n S,MERT. 'r I I SMOKE 4 CEILING 3'-0• W ® �1 © 1 f� o 3.VERIFY HEADER HEIGHTS WITH SUPER. J Q in ' ' J e C.o\-, 4.ALL EXTERIOR WALLS ARE 2 x 6-16"O.G.STUDS,UNLESS NOTED OTHERWISE. OEXPOSED LEWN6 BEAM I (� I I77M ET- - 2 b i-;. ;a — — _ _ bb 1° r] 'I BEDROOM #2 ~ T ■t :II_8068� _ • 4 CEILING 216 50 FT I 5.ALL INTERIOR WALLS ARE 2 x 4-16"O.G.STUDS, UNLESS NOTED OTHERWISE. W25-3050- --I -n 1, r 4 CEILING f-�2'-1••-• VWH 'O` 'Ti P , 0•-3 ' I b.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER v L - - I 1 Ca Q .0 - - - - 5 � - — — p — I DISPENSERS.MEDICINE CABINETS,ETC COORDINATE WITH OWNER FOR ` - I I --I - I - I ♦ LOCATIONS. flt C(� Z BEDROOM #1 2'I" - -W2B 3046 —W29-3046- -W30-3046-4 — — — J ',nn 4( In F CONCRETE PATIO V o 13 5Q FT I I 176 SO FT I I 5'-0" 3'-0 } 3'-0 �} 3'-0 3'-0 FRAMING NOTE 5 in 4lil- FIREPLACE I I IT-15 I I O•a- aa• W S 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. re � I in_L- T ®© _ �© - - - - ®© —J I o - - CIS - - —J I I _— ♦ ` •- - I I - I ♦ \ 2.COORDINATE W/MECH.&ELEG-FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS ■ I� ♦ ♦ o • \) L 1- - -V422-5050 - 3-4430� - -W24-5050- - -"a1 STEP L.� W26-3050- -W27_3050 J BLOGKOUTS. CONCRETE PATIO / s-a tr2- 3•-0• II II 3.0- 5'41rz- / {{ # 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC ,� s-0 I'a- a•a• �-t'-I-�' s-0• 25L 50 Fr - _ a-3' ENERGY CREDITS DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO Z / . b,-3 Jr6.0. L y.3. f SMALLDWEWN6 UNIT-1.5 TOTAL CREDITS NFSIn CREDIT VALUE THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND `tso`F'a 944 999 ENERGY CREW 1a INSTALLATION. < Ei. g. EFFICIENT BUILDING ENVELOPE 02 F o / b'-6" / e 18'-b" / 13'-b" �5'-01/ 1T0" / 19'-6" / _FLOOR.R-391NSULATION 05 J a oo / W NDOWS.uro.26 4.ALL TRUSS TO TRUSS 8 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. (1 ww-C1 -SLAB ONGRADE-R-10 ENTIRE SLAB s� a38 77 M MULLION ENERGY CREDIT 2 i 5.FLOOR SHEATHING TO 0E 3/4'COX OR 050 STURDI-FLOOR TAG,GLUE AND NAIL W/RING SHANK N N 0 a AIR LEAKAGE CONTROLS EFFICIENT VENTILATION BBs@6"EDGES A 17 IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF !1J mPoea U5E 2,2X6 STUDS, CONTINUOUS BOTTOM PLATE TO TOP PLATE. _AIR LPAKAGE:3.0 AIR GMANGES PER HOUR 0 5 Vklin SHEATHING TO BE 7/16"0513 OR EQUAL. Ir —) r RAILING r 1 - r-1 WHOLEHpJSE FAN PER SECTION H1507.3 I l I I6 II IC 1 I HEADER(S)MAY HANG ON THIS WITH HUG,HUG& OR SIMILAR. g"'"�' ENERGY CREDIT 3a 2Rp w L- _I L�J L`J L'�J GAS,PROPANE.OR OIL FIRED BOILER WITH 1 0 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND O t"o z a MINIMUM AFUE OF 92%. BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. ;Inn €D n n ENERGY CREDIT Sc 1.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE LTA a CI zE-wa EFFICIENT WATER HEALING 3 a THERE IS A LOAD BEARING WALL ABOVE. a W`-'o -6/5,PROPANE.OR OIL WATER HEATER WITH 1 . an�o3 MINIMUMEF OF 091- ozm 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 3 L a Z Ioa�o TOTAL: 3.5 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL W -3 p$F A5 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. a o i o 0 20H �—HEADER CALLOUTI moo HEADER SCHEDULE so" __HEIGHTFROMFLOORTOBOTTOMOFHEADER RO=ROUGH POST SCHEDULE PLAN AREAS NI!.W owE< OPENING OF DOOR OR ADJACENT DOOR. in 6� GALLOUTMIN., USE ALT 1MIN„ USE ALT 2MIN., USE CONNECTOR(IF BLANK USE NOTES MAIN FLOOR 1,g16 SQ.FT. = q= GALLOUTHIM, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IF XXP DEFAULT, ABOVE) =,os USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) 70P 2-2X4 4X4 BASEMENT (FINISHED) 1 ,336 SQ.FT. EQ a 20H 2X6, "L" GONFIG 4X6 71P 3 2X4 2-2X6 4X6 I TOTAL LIVING AREA: 3,25j2 SQ.FT. OWNER APPROVAL 21H 2X10, "L" GONFIG 2-2X8 4X8 12P 3-2X6 6X6 4-2X4 22H 4X12 6X10 73P 4X6 PT GARAGE 62q 5Q.FT. INITIAL: 23H 5.5X12 GLULAM 3 74P 4X4 PT PAGE: 15P 6X6 PT DECKS 698 5Q.FT. DEFAULT HEADER MATERIAL IS DOUG FIR NO.2 OR BETTER DEFAULT MATERIAL 15 DOUG FIR NO 2 OR BETTER. COVERED ENTRY 65 SQ.FT. 2X HEADERS MUST BE IN TALL ORIENTATION 1NITH FLAT 2X NAILED AT BOTTOM IN "L'CONFIGURATION DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS. DEFAULT TRIMMER,USE 1,2X STUD OR SIMPSON LUG HANGER, EACH END. DEFAULT BOTTOM CONNECTION ON BEAM:2,FG OR 2,A34 WITH SCREWS,OR PCz. NINE CELLAR 141 5Q.FT. OF: DEFAULT KING STUD,OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END(PLATE TO DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR AEON,OR CBSQ PLATE.) ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5J8"ALL-THREAD,EPDXY 6"MIN.INTO STORAGE / UTILITY 423 5 Q.FT. DEFAULT KING STUD,OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END(PLATE TO PLATE.) POST BUTT,AND 6'MIN.,EMBED IN CONG.CONC EMBED MAY BE NET SET OR EPDXY'. DESIGNED BY GENERAL NOTES J. SYKORA, GPBD 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: O r O 2 5 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. el (-4 A4 n ia- - , . , :::• . . . .... . . .. ... ...:...........•.' .;:: ._ ._ r.--.•.. _ - •- .. .. 3.VERIFY HEADER HEIGHTS WITH SUPER. SCALE 1 - �"•1 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"O.G.STUDS, UNLESS NOTED OTHERWISE. U.N.O.. m I2 `" 5 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G.STUDS, UNLESS NOTED OTHERWISE. w .. '4 `� T 1 3-2,-2020 a A4 A4 b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER a c 4 4 DISPENSERS,MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR A4 A4 . LOCATIONS. 1 7 FRAMING NOTES Co A 141 _ 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 0 2.COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. ISI 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC /�} Q DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. . 1 5 .. 5 r. L J A4 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 5.FLOOR SHEATHING TO BE 3/4"6DX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL IN RING SHANK A _i „ it f'- _ it �1- / J•j " ` 1 ed's @ 6"EDGES&12'IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF , r 4 - 1 ( r SHEATHING TO BE 1/16"05B OR EQUAL. i Ab A4 M 6.PROVIDE 50LID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND s BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 75 0 is 13'-0" ♦ \ 43'-0" b 'l 5'-0 3 A4 '` �A4 7�„ o T.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE _e m THERE 15 A LOAD BEARING WALL ABOVE. j 11'-b' \ 10'-0" 42B N. 23-b" �'•.: ;0 S.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. _ 5 15 •1 " `.� L") 6 X 6 PT POST M M A4 f 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL •f'N "T- ? Z4`= .Jc 'Ir 7' 1 - -- AS FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. y .�R ' siti DECK BEAM _t / rT • . or / -.. ( :. e II II I •I• DECK BEAM I I o '•I 1"�- �- -.� 2 X 12TREATEDJOIST516'0.C. \ - I J W 1T'-b" 8'-412' ♦ 15'-T 1n" I♦ .k con/ IT rani COMPOSITE PECKING MATERIAL — _ -- - 2 - 1 - O _ 3 4+741I 2 LEDGER II II I 3 � I ', � e DECK BEAM 1 42B > • �'� _ A a x I POST VIM 3 ij 340 _ _ 1I I' A6 - -- - - ... - - - - - �/� 1 R I L -_L JIIL J_L _ _ la A fl _ r; II r— - 0 1 LEDGER o I ® - - - J- - - - - - - - - TOP II V 70P L I5-Fat �J[2 UG'C L�` --'!• _ FLOOR BEAM P 2 I R- I II • o 2 2 M L �L=-�J J I M 2X12 TREATED• T2 A4 o `� yTEMS 8�d Lis . I 1 - , - - 1 - .- --L,� Jasn 16.O.L. - �• DECK BEAM m ram COMPOSITE L 4 X 4 P05T o - m O 6 ry iV DELKIN6lMrERul I A6 �e(\ O • Of L_ J >48G ! • u, 16 I r - - A4 I eEAwNG WALL_- - - / ii ' O —FLOOR BEAM '- - - -.... -, �- ' !y / o 70P �I7I - - - - - -� r -- 1 - T - - - I- - - -r - - - m cn _� - C I -I r- - - I- - - - T L J-- - -` - 1 T1 P 1- T -= - - - - - -', 1 6 1 --BEARING Y W LL -- L .BEARING WALL A4 -BEARING WALL_ - J -- A4 -- 3bB °f' — — 6 386 w —1 A4 M ✓-- i BE��G WALL- - - \ O o I I L� _'L I I I__ r -�- - - - � ' - - 6 o J - I 6 At.- - -- m m 5 r FLOOR BEAM leI m u- A4 10P _ _ 10P - - -- r- - - - / In _ _ - - - � - - - - - - - 1 I I r- I _ ___.- i 1 - - _ BEARING YVALL- _ 0 al r / I__. - --- ---.- -- -- IN FLOOR BEAM FLOOR BEAM r L - - - - '4G - - Ilm-� M \w 8 - 6 8 _ 1 r � _ — U I b z_ A4 - - 37B I I 318 - I j� 356 I 2 I i— W v w BEARING WALL' y - - - - - - _ A4 Ate. I I BEAMS W In z � I1 - I©I - - - L--- - --- - - - 358 w /� I J Q , 6 �- / c I 7 DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. 0 ei Q In II - Cn r r 11 7/8' BC! b000 1.8 "I" JOISTS 16" O.G. . 1 -- 41 DEFAULT GLULAM, LVL, PSL MATERIALS- SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E,2,300 PSI, MIN FB. ail, (Y LU IP I" it - , 11 ��4'-2' T-9' DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. I W 0 6 FLOOR BEAM - I _I I - - -- - TIM - - - I L x I I DEFAULT END POST CONNECTION: LGE,AGE, EPGZ, EGGQ, OR SIMILAR. v L tr- Al I-I DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LCE4Z, OR RTG44. W I- t- _ - - - �� J �J tea_ __ I —'-- - al= P k _ a D DEFAULT MID-POST CONNECTION: LPGZ, PGZ, GCQ, OR SIMILAR. -I O V r . a.— _ - e_+- 06 5 - a DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGO OR SIMILAR. 0 W ® 39B RECESSED SNDYER . M z A4 5 L - 1 A6 LEDGER A — - - - L l L ,v at I _ J / / / / GALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR(IF BLANK USE DEFAULT,ABOVE)NOTES N i- I -- - 30B 4X10 bX8 W i I I Ab 31B 4X8 6X6 1 5 I I _ A4 DECK BEAM y AJ�I - -_ L — - - - di-I 34B 6X12 S.SXl.5 GLULAM - - an _ _ I 1 11 1 I _ H•_ = - 1 1 �= ■ - -- 356 1.75X11.8 LVL / -_ _-it _i-'I--Jr_jr,„ i'r' 40B 368 4X8 Z <o-.1 - Ab 37B 5.5X12 GLULAM 6.7X10.5 GLULAM HUGQ TO 38B o° A6 M LEDGER LEDGER m 38B 5.5X12 GLULAM o�'P ♦ 6'-6" 18'-b" -13'-6" 17'-0" \ 19'-6" 39B 5.5X12 GLULAM 6.7X10.5 GLULAM -I -Zip O n a nco \ I w� I ,51-0„ 40B 5.5X10.5 PT GLULAM 3.5X12 PT GLULAM ! " «ai Zo 416 5.5X9 PT GLULAM 3.5X10.5 PT GLULAM ..^^ Nogw �I zo I . 2 X 12 TREATED JOISTS 1 b" O.G. . 426 4X10 PT V :3�0� I �J I 2 WITH COMPOSITE DECKING MATERIAL FLOOR FRAMING - MAIN FLOOR 2 II I 5 DECK BEAM — 2 43B 4X8 PT Z °W°l ,yI A6 �+ I II -� I I _ II — II �13ao�w • 11L _JL JL JL JL JL , J-L JL JL JL JL Ly JL JL JL JL JL JL JL TJL °ZJ A6U / „g2 L L`J� NDzaz �/ 6X6 Pr POST �`/�bX6PIPOST L J 418 POST SCHEDULE .� PHI T-3" \ q_3,. \ 13'-91n" N. rdh N °zy°, aaer° 32'-3 1/2" \ GALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK USE NOTES LL tg2QOF=o w<F f )()(P J DEFAULT, ABOVE) I wza�E 12FD FLOOR DIAPHRAGM 13DD DECK DIAPHRAGM W wz SHEATHING: WITH JOISTS AT 24" OR 19.2" OG, USE MIN., 24 OG RATED, APA STURD-I-FLOOR; EITHER DECKING: U5E WOOD OR COMPOSITE DECKING PER ARCH., MIN. ACTUAL DIMS: 3/4"X 3.5". lOP 2- 2X4 4X4 O ¢zo 3/4" SPECIES GROUP 1, OR 7/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL DECKING ATTACHMENT: USE DECKING SCREWS, LENGTH TO ENSURE 2" MIN., EMBEDMENT INTO 11 P 3- 2X4 2- 2X6 4X6 O °m31 @ LOW DEFL. FRAMING BELOW. 12P 3- 2X6 6X6 4- 2X4 —I =l„o SHEATHING: WITH JOISTS AT 16" OG, USE MIN., lb OG RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. USE 2 SCREWS PER DECK BOARD PER FRAMING MEMBER.AT DECKING SPLICES, CENTER SPLICE l3P 6X6 PT UL "°° MAY BE O5B OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. OVER FRAMING MENBER AND USE 2 SCREWS PER SPLICED END. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) BLOCKING: NOT REQUIRED EXCEPT AT SUPPORT BEAMS. 14P 4X6 PT OWNER APPROVAL ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. INITIAL: NAILING: GLUE, AND CONNECT WITH SD RING SHANK NAILS OR#9 SCREWS, AT 6" EDGES, 12" FIELD. 77 M MUJ I ION PAGE: BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND CONNECTIONS TO SHEAR WALLS USE 2, 2X6 STUDS, CONTINUOUS BOTTOM PLATE TO TOP PLATE. HEADER(5) MAY HANG ON THIS WITH HUG, HUGQ OR SIMILAR. DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL - SEE STANDARD STRUGTRUAL BELOW. - - SPECS PAGE. AS DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR (2)A34 WITH SCREWS, OR (4) 1bd FACE NAILS. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR(2)A34 WITH SCREWS, OR PCZ. OF: DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. ALTERNATE BOTTOM CONNECTION ON CONCRETE: # 5 REBAR OR 5/5" ALL THREAD, EPDXY b" INTO POST BUTT, AND b" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. DE51GN_:, J. SYKORA, GPBD DRAFTED 3' o -Funnel Flange `� Floor Joist Blocking per 'RC 502.1 z� (Seismic Design Categories D1 & 02) �jm--C-;--,--- i ;i_-�� C SIDING REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. C BGI Joist ` i 12/�e � C TYVEK HOUSE WRAP SCALE Blocking i i ® ca Support Wet°11/z C COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF �/4" = 1' U.N.O. 4 0 thick flanges - C l/1605BSHEATHING FOUNDATION/SLAB/J015T56LOGKOUTS. LL ITS a __.._ C FLASHING DECKING Ci DATE w and - FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT 5HO1NN HERE IS FOR 3-21-2020 a �% Imo`III%1>�t�C a —_—_—_— —___— 2X12PT JOIST 16°Oc SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND U.S. J4J1 __JA5TEN2XPTLEP&ERkAflH1 slMPsoNzMAxLu41oSUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR Q 7Patents6.523.321ill I3)ROW5OF114"X41/2"SDS APPROVAL PRIOR TO THE FABRIGATIONAND INSTALLATION.I. I ' I I I6.250827 -----l' '` ADDED 2X BLOCKING SIMPSON DTT1ZAS REQUIRED ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE 0 Intermediate tiol,,..; .1: FOR DEPTH (4)LOCATIONS EVENLY DISTRIBUTED Bearing Ir I INSTALL(1)WITHIN 24"OF EACH END DESIGNED BY MANUF. w(WALL OR BEAM) Nailing per local h� r ( 2 X 12 TREATED DECK LEDGER >, Q code provisions ' Typical ITS FLOOR SHEATHING TO BE 3/4" CDX OR O5B STURDI-FLOOR T&G, GLUE CD 1 Installed on LVL AND NAIL W/ RING SHANK Sd's @ b" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" 5 1 CONTINUOUS BLOCKING 4 TOP FLANGE HANGER 1 DECK LEDGER O56OREQUAL. AS AS AS PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 4 w LOCATIONS AND BETINEEN UPPER AND LOWER STUDS AT FLOOR TO e FLOOR HOLDOINN LOCATIONS. a PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING s 11b. _ LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. r. rp L '' I► ���/ ♦ . ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 1. f • Psi I tit 3 sIM re ► INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE (a s� 9 / Og, de ) 1 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM /. • •b 4' I AC CONNECTIONS. Rtt (0 6 2' �15e • f0 l N j "'I,' , I Lateral ��` EXPOSED WOOD ALL WOOD EXPOSED TO WEATHER MUST BE ° rW� t~• a/ . \ PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE ° ,I 0 LABELED ACCORDINGLY. IRC R311.1 & R311.2 le(1\ 4., M �'? FASTENERS - FASTENERS FOR PRESERVATIVE TREATED MOOD AND Nail Boise Rimboard o I° Left FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED to BGI joist with Sd Right ° ° --- _ , • GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. ® ��/ \1� Typical ACE V'LASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED nail into each flange. Installation �t - WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT 8 RIM BOARD 5 JOIST HANGER - LU OR U 2 AC POST GAP WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. AS A6 RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. J ASIRC R312.1 . PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS ILI AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF O la w _ Funnel FRAMING INSPECTION. Z , ^ - CA 23/32" MIN. PLYWOODl058 Flange'" v CA OR RIMBOARD CLOSURE. ' I--' c0 � ���11/a :F— Locator �;����`—�'� z � z � 'I� ° Tab In "ct 'I BGI JOIST BLOCKING ri NAIL WITH 8d NAILSRED FOR CANTILEVER. I !.INTO EACH FLANGE 11 1 uo II It %kJ , �x O Q W O a / '� 0y-- - w 441 lit I2s 1/4 .t§ q 6 I -JOIST HANGER 3 ABU POST BASE wN-, CANTILEVERED JOISTS ���° AS AS H AS POU z_ p KWrU y CFp�6K rNrOtT 2 ZUW4�0 3noiw J 1Uza 3/4" O5BINNIIN - - N oya woa.f o_ FU¢ U- 4111 a3w�o 11 llb"BGIJOISTS r- 1& aUp? ri W QKK:p R-30 INSULATION ��� O ^ z'oj2o I �--�{ m 3 a u u�-io�'�p I `�� ® CONTINUOUS BLOCKING O i~o aom 2 X 6 STUDS 16"O.C.WITHLP 5 p2o ® gm Milr DOUBLE TOP PLATE §o 0 2 K2 .6 mg W0w2 1/2"Xb"A.B.48"O.G. a Wl3"X 3" BEARINGIIIPLATE lini OWNER APPROVAL TREATED SOLE PLATE lit INITIAL: 6"X 16" CONC.FOOTING W/(2) TypocalHUD)Installaton on a Pc_ GRADE 40#4 HORZ_REBAR \'N.Y / "'\,/A/A" PAGE: b MILL VAPOR BARRIOR V�����VX, �� /..A A�����A < UNDISTURBED 501E %% / \ Ammi 11 HUGO HANGER 10 OF: AS INTERMEDIATE JOIST SUPPORT • SIGNED ^3 I 14 44 KBJ FLOOR PLAN NOTES A13 A14 J. SYKORARA, GPBD �� SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED DRAFTED BY: o 46 0 / IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA n GIVING ACCESS TO EACH SEPARATE SLEEPING ARE IN NEW CONSTRUCTION. 23'-O I / 23'-O" / 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE lOP DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SCALE `a X \ — 1 ` 1/4" = 1' U.N.O. zi q - _- --- -- 73 r 2 SHELF AND HANGING ROD. LL (N \ 1 ♦ GARAGE APRON ^ I- I- m I 80 SO.FT. 3 BUILT IN SHELVES. 3-2 1-}-2020 a 4' 22'-6 1/2" / I • 1^1ORKSHOP I 0 385SQFT , Y _-- 0 > c 6 • 4 CABINET-OWNER/CONTRACTOR TO VERIFY. I m I 14 A GARAGE APRON 14 W a I EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.1 / n 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20"WIDE AND 24' v 440 50 FT i If _ I_ `_ _ _ _ _ z O �HIGH. SILL HEIGHT MAXIMUM 44'OFF FLOOR O Aw O 9 �D / pry • w WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH v I 3 6 ASA CLOCK TIMER WITH O ZONE RATING OFI.SORLESS. d I l0P 0 I J 0 24 SQ.FT. (I)o LLLL�'' GARAGE 17 0 I m ;+ FA.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 WY T 8 G PLYWOOD. ( /0 R 629 SQ FT 11 EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL �J ) " °' 1 F 1 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF s - I tj - 14 UTILITY SINKFURNACE. '�. /J I Z n 4 a ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE Ail CI I- 27 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 74 ry Al _ RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, Y 3068 0 ♦ \ 8 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE B (--�'-TIT W 1 b-b 40 B STRAPPED WITHIN UPPER 1/5 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 6 6 e 5•-0• 1• EARTHQUAKE. b-0• s-0• PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT&COLDSHUTOFF a Q CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL ; I 11 1- / 1 b -O iI ' " COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF 1 45' 0" _1 L THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR sr 1- - GARAGE EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF / - - 131_0" _ /- T-0" / 25'-0" / © SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BALK-DRAFT DAMPER �L r A h s 0 M 9'-B 1rz" l DN A14 MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE •" OVAdl�fiJ� 8 �!— t �I � PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 A♦, �bD p ME b'-o" / 1r-o ti 0 II W C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW /. -T. _ _ _ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154INCHES. DRYER.KITCHEN, j COVERED PORCH W 65 SQ.FT. - - m 3068 10 AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK - r , * • ni PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE $ A13 2 cLcseT f 16 ` IL Iq 5,3;F; CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX �' ••:aL "j 1�• r-b CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH / 1l'-b• 10•0" < IUP STORAGE e / b-31lr / Q+�(��'/y} 3068 l4P DOMESTIC DRYER EXHAUST. ice' /y7� WOi-3046 1 STEP l0� W1&3044 HB{ Wll-3 36 l- -} II ,� // 22"x30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. etas Y'W20 ♦ \ ♦ - - - - _ I—_ '��� _ •- I FRAME OUT AGE55 HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" i'� Ilrr 11 Eti'IALEE2`5 sE.4L FM ' - - PE LEDse PLYWOOD. ACCESS COVER IN 6ARAGE5 70 BE HINGED AND SHALL BE WEATHER- © 4 4� © - J M DIN 7 © HALL STRIPPED OR SEALED TIGHT. IS Fog S['2Ll,GC'L mEril PANTRY 4 &CEILINGEisim m 6 STOOP I 7,TEMS dNLY . C STOM DOOR 11.15"X 80" : tq so 248 5Q FT v !L'!] m - ��— U P GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR HANDRAIL 36"ABOVE STAIR NOSING. - e_ !_l- 3 ry I 12 INTERMEDIATE RAIL SPACING SHALL NOT 8'CEILING STAIRS ri t 17-T. 4 s-0"—{' T� ALLOW A4'DIAMETER SPHERE TO PASS THROUGH PER I.RC.SECTION 3122. ri Effil ITYMEN 4 8'CEILING LEI _ / e K8 Q FT 9;`I. ry 84 SO FT - i 306y _ I ♦ PRE-MANUFACTURED.ZRO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR tp•-2tQ-�, 0=tja2l- � W• - l4P 13 TRIM PACry E.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO .� B SI- / ' 7� r - MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE ;-I O REFER- l ........ ►�iaSL" �i - 12 `q m POWDER i O ©® 10 O SURROUND&HEARTH MATERIAL. _ b IA14 m. 15 DEN Y a.-0 1 p•-0 A a-llrz. .F�JRa111 ,�rt e" 1B m A14 tJ n gn ®i _ I 2 4f LAUNDRY I( m ('() 14 GARAGE FLOOR SUFAGES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR MIN _. ]; g p I I I I b•-5• > - a 8'CEILING 8'CEILING 116 5Q FT i 9 ` 4 I/8"PER 17•TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. S 117 SO FT c I a ISLAND 0 � I l SO" �+ o '_ ENTRY I I DM m •0 81 SO FT I I I I �s-tt ural Dom" J m15-0 1 n j 4 _- - 15 TEMPERED GLASS m m B N — 1 I12I0PEN wait* --C, I �Mt�/ in K II 4 i 1 _ ... - - 16 20 MIN.FIRE RATED DOOR. m m B'CEIUNG IIII / len 'U �j 3' O is. al _ 5'CEILINSMOKE G I _ _ �� - G E N E RAL NOTES OCT en 1? 2468 y ' n 01 4 moET 1 5668 - -- 2E6= v 5'-101Q I- cfl /-1•-q•-,�—Y-0"—�-two �- 2 1.ALL DIMEN510N5 ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 13— in s m MASTER BATH .n °' [s� C I N I N G a 132 SO FT n 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. W V/ Z t - Si 1 SSQFT _ �_b 1 �^ 8'CEILING 1 ♦ _ _ n CLOSET - 3.VERIFY HEADER HEIGHTS WITH SUPER. —1 111 — �(� \\__ -i 1 N. Gu55 99 SQ FT ` , ■r D V l HALF L '�F 4.ALL EXTERIOR WALLS ARE 2 x 6-16"O.G.STUDS,UNLESS NOTED OTHERWISE. `V u_i MI (1l al 2 �I '�� _ in W II- 2 3 GREAT ROOM �/ O I i m 303 SQ FT \` 1' es' p r' A14 5.ALL INTERIOR WALLS ARE 2 x 4-76"O.G.STUDS,UNLESS NOTED OTHERWISE. 10 \ i I Fw - l0P CCI El p y o V O ZO m w St 1 ' 806> - •- T-0 Mb I _ 3 z:, 8'CEILING b.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER W O lOP w li lOP - • 8'CEILING STANDING TUB ... DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR 0 ..X W10-3660 !L W m Z D TIM 0 N <'-�vte'��I2 LOCATIONS. a 7-0 FRAMING NOTES W lOP 1_ lOP Ci I • ♦ \ o W74-6820 Dri �� 1OP 7' l0P MASTER BEDR OM II 1.REFER TO SHEET Aa FOR FOUNDATION NOTES AND DETAILS. 5-n lr > s-0 > 5 tl UT 251 5Q FT T 6- - 1r'3iq' / - ot o m \ m o 0 I FIREPLACE _ _ _ _ ,-51N• �I 2.COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS i I� s. - id T. ® EMI 5 &LOCKOUTS. \J } ® 4 F� _ ©' � ©, ENERGY CREDITS �♦ _ - + [.J - - - - I `� srwL wetlN6 uwr-lsroni eaemrs NEEDED. GREOIT VALUE 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC - Wit-3650 W12-3650 w13-3650 DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO W07-5050 a8-44 a W09-5050 o ENERGY CREDIT I" .7. � DECK EFFICIENT BUILDING ENVELOPE THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND d o m 7 1 3'49 SO FT 3'-0' .�` 3•-0• ,�'�' 3•-0• 3'-b• �` 3'-0• / -WINDOY6:U-026 0.5 INSTALLATION. Z9. ,• -FIOOUR"R-3B INSUUTNJN 4c3,32 1.-- b'-3• 1 b'-0• b-3' / D-3• O-3 -SLAB ON GRADE-R-10 ENTIRE SLAB 86F{Dj 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. LL ENERGY CREDIT b 41 D © AIR LEAKAGE CONTROL&EFFICIENT VENTLLATlON 0.5 ill , ® -MR LEAKAGE:3.0 MR CHANGES PER HOUR 5.FLOOR SHEATHING TO BE 3/4'GDX OR 05B STURDI-FLOOR TOG,GLUE AND NAIL W/RING SHANK e �=ti _ANGLE HOUSE FAN PER SECTION M150T.3 8d's 6"EDGES 817 IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF n 0 a o s rc �L ENERGY CREOIT3a SHEATHING TO BE 7/7b'0513 OR EQUAL. e•F � S7 TT M HUMOR GAS.PROPANE.OR OIL FIRED BOI ERW H pwwf)- MINIMUM AFUE OF 92%. 1 .0 m e o o W USE 2,2X6 STUDS, CONTINUOUS BOTTOM PLATE TO TOP PLATE. 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND D ,_. '^ �O ENERGY CREDIT Sc BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 'MB V * HEADER(5)MAY HANG ON THIS WITH HUG,HUGO OR SIMILAR. EFFICIENT HATERHEAT1N6 1 .5 O � )� �\ r -GAS,PROPANE,OR OIL WATER HEATER WDHA 1.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE a X f W 6 MINIMUM EF OF cot THERE 15 A LOAD BEARING WALL ABOVE. O �3$orc hung <GVO? / Z Wu ' „ ' " , 11 ' a " TOTAL: 3.5 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. —I a a.46- / b b / — 18 6 / 3-b 'T-0 19' b 11 0w2o= / 15-0" / 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL ++— Z �1 a 1 2 AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. oz'I-o p "w�ro POST SCHEDULE /� AREAS A G _ 42,0 � A13 A13 20H ~—HEADERCALLOUT PLAN TlREl1J "" HEADER SCHEDULE 80,. ..s_HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO=ROUGH gig, OF DOOR OR ADJACENT DOOR. GALLOUTMIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR(IF BLANK USE NOTES inso; ffi;=w XXP DEFAULT,ABOVE) MAIN FLOOR 1 ,916 SG.FT. !gc rt. CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IF TOP 2-2X4 4X4 <�C USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) 11P 3-2X4 2-2X6 4X6 - BASEMENT (FINISHED) 1 ,336SQ.FT. 20H 2X6, "LIT CONFIG 4X6 12P 3-2X6 6X6 4-2X4 TOTAL LIVING AREA: 3,252 SQ.FT. —OWNER APPROVAL 21H 2X10, "LIT CONFIG 2-2X8 4X8 13P 4X6 PT 22H 4X12 bX10 14P 4X4 PT GARAGE 621 SQ.FT. INITIAL: - 23H 5.5X12 GLULAM 3 T5P 6X6 PT PAGE: DECKS SIS SOFT. A DEFAULT HEADER MATERIAL IS DOUG FIR NO.2 OR BETTER DEFAULT MATERIAL 15 DOUG FIR NO 2 OR BETTER f.�a 2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"LIT CONFIGURATION DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS. COVERED ENTRY 65 5Q.FT. DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PGZ. DEFAULT TRIMMER, USE 1,2X STUD OR SIMPSON LUG HANGER, EACH END. DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABW,OR GB50 NINE CELLAR 141 SO.FT. OF: DEFAULT KING STUD,OPENING 6-FEET WIDE AND LESS USE 1, FULL HEIGHT STUD EACH END(PLATE TO ALTERNATE BOTTOM CONNECTION ON CONCRETE:*5 REBAR OR 5/8"ALL-THREAD,EPDXY 6"MIN.INTO PLATE.) POST BUTT,AND b"MIN., EMBED IN GONG.GONG EMBED MAY BE WET SET OR EPDXY. STORAGE / UTILITY 423 SG.FT. DEFAULT KING STUD,OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH END(PLATE TO PLATE.) -✓ DESIGNED BY 1NINDOIN SCHEDULE J. SYKORA, GPBD NUMBER QM/ FLOOR SIZE EGRESS DESCRIPTION AREA, ACTUAL (SQ FT) COMMENTS ROOM NAME QTY NUMBER RAFTED n NO 1 1 3046 DOUBLE HUNG 13.5 TEMPERED GLASS DEN 1 IN01 N IN02 1 1 3046 FIXED GLASS 13.5 TEMPERED GLASS DEN 1 YV02 SCALE NOS 1 1 3046 FIXED GLASS 13.5 _ TEMPERED GLASS . DEN 1 IN03 _ 1/4" = 1' U.N.O. Y104 1 1 3046 DOUBLE HUNG 13.5 TEMPERED GLASS DEN 1 1N04 0 IN05 1 1 3050 DOUBLE HUNG 15.0 TEMPERED GLASS GREAT ROOM 1 1N05 3-21-2020 IN06 1 1 3050 DOUBLE HUNG 15.0 TEMPERED GLASS GREAT ROOM 1 IN06 IN01 1 1 5050 FIXED GLASS 25.0 TEMPERED GLASS GREAT ROOM/DECK 1 1N01 Z NOS 1 1 4430 FIXED GLASS 13.0 GREAT ROOM/GREAT ROOM 1 NOS ry 1^101 1 1 5050 FIXED GLASS 25.0 TEMPERED GLASS GREAT ROOM/DECK 1 INN 0 1N10 1 1 3660 FIXED GLASS 21 .0 TEMPERED GLASS DINING/DECK 1 Y/110 Cl) 1N11 1 1 3650 DOUBLE HUNG 11.5 TEMPERED GLASS MASTER BEDROOM 1 IN11 _ IN12 1 1 3650 FIXED GLASS 11.5 TEMPERED GLASS MASTER BEDROOM 1 N112 U) IN13 1 1 3650 DOUBLE HUNG 11.5 TEMPERED GLASS MASTER BEDROOM 1 11•113 1N14 1 1 68 I 20 LEFT SLIDING 13.33 MASTER BATH 1 IN14 1N15 1 1 3036 LEFT SLIDING 10.5 LAUNDRY 1 IN15 A ;: 1N16 1 1 6040 RIGHT SLIDING 24.0 1NORKSHOP 1 IN16 IN11 1 1 3036 FIXED GLASS _10.5 STAIRS 1 1N11 IN18 1 1 3044 RIGHT SLIDING 13.0 KITCHEN 1 Nib IN1 GI 1 0 3050 FIXED GLASS 15.0 FAMILY ROOM 1 IN11 IN20 1 0 3050 FIXED GLASS 15.0 FAMILY ROOM 1 1^120 Y1122 1 0 5050 FIXED GLASS 25.0 FAMILY ROOM/CONCRETE PATIO 1 1N22 Y4123 1 0 4430 FIXED GLASS 13.0 FAMILY ROOM/FAMILY ROOM 1 1N23 1N24 1 0 5050 FIXED GLASS 25.0 FAMILY ROOM/CONCRETE PATIO 1 1/424 w IN25 1 0 3050 FIXED GLASS 15.0 FAMILY ROOM/CONCRETE PATIO 1 1N25 1N26 1 0 3050 DOUBLE HUNG 15.0 BEDROOM #1 1 IN26 IN21 1 0 3050 DOUBLE HUNG 15.0 BEDROOM #1 1 IN21 1N28 1 0 3046 DOUBLE HUNG 13.5 BEDROOM #2 1 IN28 IN21 1 0 3046 FIXED GLASS 13.5 BEDROOM #2 1 IN21 1N30 1 0 3046 , DOUBLE HUNG _ 13.5 BEDROOM #2 1 IN30 TOTALS: 410.33 di " co I- 11.1 v T, 1NINDOYV NOTES: w W to z s. � A to VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWARE AND GRID v in OPTIONS, GLASS COATINGS, U-VALUES, STG RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR H n TO WINDOW ORDER. W I- x ice- O VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY r m Z DEPENDING ON WINDOW MANUFACTURER. 0_ kp W it INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / AAMA2410 METHOD "B" OR EQUIVELANT INSTALLATION INSTRUCTIONS. TYPICAL HEADER FRAMING LU py,,a OZ ON?p OZ D ig HEADER LESS THAN 5 HEADER MORE THAN 5 ININDOH IN/ 6 POST ININDOIN IN/ 3 POST Q iw. a urn r Nroi t jr jr t t jr jr k I 11 UFO sw owe=, oxN woa�o kn 3 �r< �pwwo <noa3 _ i � azpFo "wz o i'ojzo HEADER LESS THAN 5' HEADER MORE THAN 5' S O lV F le o.o Q 4 (1)TRIMMER CONGEAL FLANGE o (1) KING STUD FROM (2) KING STUDS • HANGER EA. SIDE Z a�'<��TOP PLATE TO • Z7 FROM TOP PLATE TO • 2 p� � )[ BOTTOM PLATE BOTTOM PLATE =2= • (1) TRIMMER • (1)TRIMMER (2) KING STUDS (2)KING STUDS =awU FROM TOP PLATE TO • FROM TOP PLATE TO • BOTTOM PLATE BOTTOM PLATE OWNER APPROVAL P1 INITIAL: PAGE: a ji Jr ii 1 ji ji ji ji ji OF: FRAMING NOTES J. SYKORA, GPBD . SO L - LEDGER - ROOF DIAPHRAGM 11 RD ROOF DIAPHRAGM =XFACA A1, REFER TO SHEET A4 FOR FOUNDATION NOTES u B 46'-0" II II REFER Et oon rr LEDGER CONNECTION:WHERE A LEDGER 15 GALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, SHEAR CAPACITY:GOOD FOR EH=230 PLF-SEISMIC; EH=322 PLF-WIND.MAX ASPECT RATIO=3:1. 70P 18'OVERHANG 15"OVERHANG AND DETAILS. SCALE USE 505,OR LEDGERLOK AT MAX 12"OC,STAGGERED. IF CONNECTING TO STUDS,USE 2,SD5 OR FRAMING:TRUSSES OR RAFTERS:2X AT 24"OG, MAX. _ - __ _ _ _ _ __ _ _ _- S LEDGERLOK PER STUD. --....-_. .. - __ ._. _-_ 1/4" = 1' U.N.O. a FRAMING WALL, "- - ---- -----"- \ 1 ® COORDINATE W/ MECH. & ELEC. FOR ,� LENGTH OF SDS OR LEDGERLOK=FULL DEPTH PENETRATION INTO RIM,OR 2.5"MIN EMBEDMENT INTO WHERE CONNECTED TO SHEAR WALL,CONNECT PER SHEAR WALL GALLOUT-TOP OF WALL. DATE L SOLID FRAMING. WHERE TRUSSES OR RAFTERS CONNECT TO BEAM,USE H2.5,OR A34 WITH SCREWS,OR SIMILAR,TYP. - — — - - -- - LOCATIONS & SIZES OF FOUNDATION/SLAB/ W MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE=2". MIN EDGE DISTANCE TO TOP OR AT LEDGER,CONNECT PER LEDGER CALLOUT. \ wy I I JOISTS BLOGKOUTS. 3-27-2020 Z BOTTOM OF LEDGER=2" SHEATHING:1/16"MIN.,OSB OR GDX PLYWOOD. a_ FRAMING CONNECTION TO WALL,GENERAL: USE ANY OF THE FOLLOWING,WHICHEVER 15 APPLICABLE. SHEATHING LAYOUT:CASE 1 PER IBC,2306.2.(1) I Co RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS.APPLY LEDGER NAILING: USE BD AT 6"EDGES, 12"FIELD. AlI IA1,l N FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT OVER WALL SHEATHING.USE HANGERS TO HANG RAFTERS ON LEDGER. - w BLOCKING:NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. Co I SHOWN HERE 15 FOR SCHEMATIC DESIGN ONLY,PARALLEL RAFTER OR TRUSS TOP CHORD:LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER - - - COOR SIMILAR.LEDGER TO BE PLACED OVER WALL SHEATHING. I + 6:12 I 24" _ MANUFACTURER SHALLPROVIDE AND SUBMIT MANUFACTUREDMANUFACTURED SCISSOR TRUSSES O.G. I o MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES ENGINEERED DESIGN TO THE BUILDING NAILED THROUGH WALL SHEATHING WITH 16D @ 6"OG TO SOLID WOOD BACKING(CONTINUOUS RIM, WITH COMPOSITION ROOFING - > ' LL PLATE,LEDGER,OR BLOCKING.) •TRUSSES 24" O.G. m X Y- — — — — — — n `f DEPARTMENT FOR APPROVAL PRIOR TO THE MONO TRUSS BOTTOM CHORD PERPENDICULAR: _i - WITH COMPOSITION ROOFING' 11 i 70P I f FABRICATIONAND INSTALLATION. } W ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID ROOF FRAMING PLAN _ Cl)WOOD BACKING(RIM,PLATE,LEDGER,OR BLOCKING.) bT-- (V N A11 . IA11I V JALTERNATE 2: USE MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD.LEDGER TO BE PLACED OVER =o CO .D ,- ALL TRU55 TO TRU55 & TRU55 TO BEAM WALL SHEATHING AND CONNECTED WITH MIN.,3- 16D @ 24"MAX SPACING. c sSCALE: 1/4"= 1' �, 6:12ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" $ \ CONNECTORS TO BE DESIGNED BY MANUF. OG. I xI $ al x I I \ CV I A1, FLOOR SHEATHING TO BE 3/4" GDX OR 05B ''=`� '�=I \ m STURDI-FLOOR T&G, GLUE AND NAIL IN/ RING _le451-0" — I 1B OVERHANG SHANK Sd's @ b" EDGES & 12" IN THEFIELD. FACE 1r-6° 10'-0" z3'-6' / I Al =XBFALN GRAIN PERPENDICULAR TO SUPPORTS. ROOF a 3.12 ♦ SHEATHING TO BE 1/16" 0513 OR EQUAL. =X B FACIA All ROOF BEAM 16'-O" I Y -GP OVERHANG1B' III ♦' 6:12 I I +I e LL A�+ I PROVIDE SOLID BLOCKING IN THE JOIST CAVITY GAR, _ SI - • . , - ROOF BEAM/ w - Xry BENEATH ALL POST LOCATIONS AND BETWEEN `�► of " ^�j`r0 40 31B c� _ < >0 l ��� UPPER AND LOWER STUDS AT FLOOR TO FLOOR . '!�, t iL m / / a ROOF BEAM-x - • \ I ° A„ / " < • - HOEDOWN LOCATIONS. / �� Lim 6ze, :12 6:121 - 3:12 ! MB 2XB FACIA \\ // Mil=XB FACIA ROOF BEAM PROVIDE BLOCKING BETWEEN I-JOISTS AT , LL 318 V 318 i - j - ' ROOF BEAM �, INTERIOR BEARING LOCATIONS WHERE THERE 3� ciu ,.\ • \ - I / 70P 18'OVERHANG , 70P ` I� Ill _ Ito 15 A LOAD BEARING WALL ABOVE. 'a � _�1�� __-------. -, '��"��V�����' - --- - -�r �_ I - �����`� �� ._ .; :.�i� �C� � AIL. at ���1 i 328 1TE.ms aim Ley. L ISM Al 1 �kifr��� ��/� Al 1 •••••• ���� ,�_� - 3 3 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 1S F� � T L INSTALL HURRICANE TIES AT ALL TRUSS OR /' I \�A. �� \.�� RAFTER TOP PLATE CONNECTIONS AS WELL A5 / I -7,' ....:, et `6 `r' \, I ROOF BEAM '�I FROM TRUSS OR RAFTER TO BEAM _ . , 'O `1 a 3� I CONNECTIONS. •, _ EXPOSED WOOD - ALL WOOD EXPOSED TO 3:12 -' WEATHER MUST BE PRESSURE TREATED OR OF e- ►��♦ I 3:12 ♦ it � � — — — — — — iv v NATURAL RESISTANCE TO DECAY AND BE —1 ♦�i��'►��� � LABELED ACCORDINGLY. IRG R311.1 & R311.2 W ' I ♦�♦„,: ►�sass TRUSSES 24" O.G. •�, � ♦�w — — — — _ _ _MANUFACTURED ► = FASTENERS - FASTENERS FOR PRESERVATIVE ttl ���•�•�•�w` ••�•••� II WITH COMPOSITION ROOFING ��� + In -11� 7oP. �.t4k- ::.s. APA�.S., - PI,►�� ��+ il ,c2 TREATED WOOD AND FIRE RETARDANTOWi �� - - - - -•- - �� ���,1 ���� , — e _ TREATED WOOD SHALL BE HOT DIPPED LL (N A••••••� _ GALVANIZED OR STAINLESS STEEL OR =X B FACIA I 1 (� ���'I.1/.►��1, .t` `` 0 _ ry p \ 1�������♦ ,�'II.�t ��► ��� L. - n EQUIVALENT. �/ II' ,�:�:�:�:�:�:� �.�:I`►.�,1:�: :. ^=� PM WASHER PLATES 3 X 3 X 1/4" SQUARE HOT W ♦ 6:12 I ►������ ♦�11 �� � ���� DIPPED GALVANIZED WASHERS ARE REQUIRED Liu 'y I,••�� �� ►� ��•, AT EACH ANCHOR BOLT. IRG R602.11 v Q N Ate, I 6:12 ♦ ����♦ m ♦ ♦�j, 1 4 • ik 6 GUARDRAILS - GUARDRAILS SHALL BE A 1.11 ���� ♦ ►����'it ���� MINIMUM OF 36" IN HEIGHT WHERE THE v I i cc/ tu I- 4 ! / \ ♦ �' 7oP i ��� ����. �••jjj1. �- T- w •��� �•�♦ �!'♦ ♦�•��♦ ADJACENT SURFACE OR GRADE IS 30" OR MORE W> " / \ •♦�a it �_ a �����11't� w�������� � r.X ' ° •'P I►���•����I����•��O ��•���\ BELOW. RAILING OPENINGS SHALL NOT ALLOW !Mr �`i� m �•ii�is�i:ii0 •ii•�•i••11' °� m z cci , ' ��� ►������►A�� I����4. �w���•�����•��A, o • — THE PASSAGE OF A 4" SPHERE. IRG R312.1. IL '' ^ — ��� o TOP ����j,����1��� ��,►�wi ��•��� 7oP ® I, PRE- ENGINEERED FLOOR AN D ROOF TRU55E5 W V vIII , ' 7oP ® 1—ROOF BEAM in- 70P ,8 OVERHANG - SHOP DRAWINGS AND ENGINEERING MUST BE W _ °' PROVIDED TO INSPECTOR AT TIME OF FRAMING it 1 1 �I ulir I II , II I N Ail =xeFAca d� INSPECTION. I �_- AI 11. J 1B'OVERHANG O _ .-p �� �I— A5 =XB FACIA 11, �I _—� - - - �I2 IMINIMIN I; \ t r 18'OVERHANG ran 1 II II I 18'OVERHAN6 7 A;, HURRICANE TIE =y_a N us 2X8 FACIA =XB FACIA 1 P All "z Qoz V 6-6" 18'-b" / 13'-b" 11'-0" / 19'-b" / M i K EC, 15'-0" 0 2ga,1 f it LLr J� UM 3ao�w BEAMS �, '� 3/8 Z wwowa DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. -i ____--i0 ° I ild i K mI DEFAULT GLULAM, LVL, P5L MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL 15 1.5E, 2,300 PSI, MIN FB. „�= POST SCHEDULE DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. 0 0 IX wo3wo a� =o=== DEFAULT END POST CONNECTION: LGE,ACE, EPCZ, ECCG, OR SIMILAR. \H....HI w4< DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LCE4Z, OR RTG44. Hon°" CALLOUT MIN., USEALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK USE NOTES DEFAULT MID-POST CONNECTION: LPCZ, PGZ, GC&, OR SIMILAR. 13 o�ow= XXP DEFAULT, ABOVE) DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGQ OR SIMILAR. 3 /16rid a�"" O o0 om3� 10P 2-2X4 4X4 I11 P 3-2X4 2-2Xb 4X6 CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR(IF BLANK U5E DEFAULT, ABOVE)NOTES O � �o 12P 3-2X6 6X6 4- 2X4 3130E 4X8 6X6 6/� 1 ~<oU 15P bXb PT 325 4X6 B OWNER APPROVAL l4P 4X6 PT 34B bX12 5.5X7.5 GLULAM // 35B 1.15X11.8 LVL 23/16 @ INITIAL: 36B 4X8 0 PAGE: 315 5.5X12 GLULAM 6.1X10.5 GLULAM HUGQ TO 388 \\`V/ O DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD STRUCTRUAL 385 S.SX72 GLULAM SPECS PAGE. 395 5.5X12 GLULAM b.1X10.5 GLULAM DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR(2)A34 WITH SCREWS, OR(4) 1bd FACE NAILS. 405 5.5X10.5 PT GLULAM 3.5X12 PT GLULAM 1 H2 5A DEFAULT BOTTOM CONNECTION ON BEAM: (2)FG OR(2)A34 WITH SCREWS, OR PCZ. 415 5.5X9 PT GLULAM 3.5X10.5 PT GLULAM OF: DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBS&. 42B 4X10 PT ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL THREAD, EPDXY b" INTO POST - - 436 4X8 PT BUTT,AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. FRAMING NOTES J. SYKORA, GPBD DRAFTED E o COMP. ROOF COMP. ROOF 12 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. r 1/16" SHEATHING 1/16" SHEATHING 6 COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF SCALE f 12 AIR BAFFLE W/ 1 " GAP FOUNDATION/SLAB/JOISTS BLOCKOUTS. 1/4" = 1' U.N.O. AIR BAFFLE W/ 1 " GAP DATE W MANUF. TRUSS 3 1 MANUF. TRUSS FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR 3-21-2020 a SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR < Z APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. � '�' eTh r, 0 ALUM. DRIP EDGE :- -- - �,` . ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE 0 A " , , .� '�, , DESIGNED BY MANUF. GUTTER 1 ALUM. DRIP EDGE > co- 2 X 8 PRIMED FASCIA • = GUTTER R �j FLOOR SHEATHING TO BE 3/4" GDX OR O5B STURDI-FLOOR T&G, GLUE • • • v� AND NAIL W/ RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE STRIP VENT I 5/8" SHEETROCK 2 X 8 PRIMED FASCIA _ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" i R 5/8 SHEETROCK ENCLOSED SOFFIT 1 /2" SHEETROCK '� OSB OR EQUAL. 1 /2" SHEETROCK 4 ,-:, „ I . 2 X 6 WALL STRIP VENT 2 X 6 WALL PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w Ita / 1 '-6" ENCLOSED SOFFIT 1 ( ) LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 1 '-6" = FLOOR HOEDOWN LOCATIONS. R-21 INSULATION — / a JV_m R-21 INSULATION ��� PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. y ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 1 4 TYPICAL EAVE DETAIL 1 TYPICAL EAVE DETAIL @ TRUSS INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE w AllCALE: 1" = 1' CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM i, SCALE: 1" = 1' AlAll CONNECTIONS. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE 12 PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE COMP. ROOF LABELED ACCORDINGLY. IRC R311.1 & R311.2 COMPOSITION ROOFING 1/16" SHEATHING 6 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND MANU. TRUSS FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED 1/16" SHEATHING AIR BAFFLE W/ 1 " GAP / GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. a • WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED X U MANUF. TRUSS WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 2 X 8 FASCIA GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT ® WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. n rl n n r1 ', .-N RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. _ IRC R312.1 . _IDROP TRUSS ' �r 1 ' 6" ii (? ,�` PRE- ENGINEERED FLOOR AND ROOF TRUSSES SHOP DRAWINGS J .� � vv ILI ALUM. DRIP EDGE / /• , / AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF 1 FRAMING INSPECTION. 0 W CIR-49 INSULATION \17 GUTTER EL T&G CEILING z N 7 cli catm I I I J13- 2 X S PRIMED FASCIA t ROOF BEAM z 0 STRIP VENT • POST WRAP .....--- 1 W 5/8" SHEETROCK c — l v i/ CI cn 1 /2" SHEETROCK ENCLOSED SOFFIT 111 w 4z10 o I- it 2 X 6 WALL c_- 1 -6 ° 0 p c 3,3�,s' ;,p ! o v V °� m z 1 0 Q 5 TYPICAL OVERHANG DETAIL @ RAKE 2 TYPICAL EAVE DETAIL 6" , -00 III Al 1 SCALE: 1" = 1' Al 1 SCALE: 1" = 1' 23�j6' 0 m rt COMP. ROOF H2.5A a " wry=a 1/16" SHEATHING B_°_ 12 A Mt AIR BAFFLE W/ 1 " GAP A11 HURRICANE TIE _ =w=V Z w<� NLr� g'w MANUF. TRUSS - 3 7320 I In IPH 3pu�w _ — �. _1 Mil n n f L2ter 1 Min ila wyp Rh �� y�� p ALUM. DRIP EDGE _T i 'j ww< -�� =w° 1 � 1..L =ow=a GUTTER ' /. 50' .k O Q Nw<Uo V 2 X 8 PRIMED FASCIA A T&G CEILING .� 1a °ww= iAhto I a Left 0 aw=o 0 0 / 0 161 ° 0 �� a p36 om STRIP VENT ROOF BEAM 3„ ° Pam" ° Typical ACE 0,zw 4 \ s r�, . i��rF lx Installation ._< ENCLOSED SOFFIT BEAM WRAP 1 — rong • / rf n�M_ 4 "-- 1 '-6" 2V2„ /° �° __ . 0 AC OYVNER APPROVAL —'�� �� • _ INITIAL: PAGE: rW 1 Al 3 TYPICAL OVERHANG DETAIL @ ROOF BEAM B AC POST CAP OF: All SCALE: 1" = 1' All 1 0 I r I I l -I I I H i ; f I t ,.I.,,■■�■S 'Asipt =\ N t" i, ii •a �� _- 11 - IL IV - ■ 6:12 O iii _ C ` . i FT 1 11 - o ," �°:" '11i . ■a■.■a■.■a■.■a■ �I,/� . 0 4�5 - O Wisona■■■■■■n■■rsA,Ws 0 ,l�.�19l4:ai - -- I ...o■■.r... se 1 1- lo Ate lig -_ -,z3 Nnianaimmil y 1 L r I e"innilimeAIII ��I z \� , t m ui [IL _ : .� 1 I II O ,- TT 491 I i - C ii o 3:12- I 1 I _ o JI ]- 6:12 111 _ 111 d n- 3:12 I �NL, 1 - z hV i -_C -- INSIIII."-- I 2 - - - c ,a It i t 3 ..11 , I�;I C _ ��. �� _ - = I I 6:12 �- I r r 1 1 �r �- i�� r 1 7 T _ El i - - '����, �, IIC - ,- n 1 r r l n r I n n n n r 1 -------J n n , n n I-I n in 1 n n 1 r-11 1 F. t- zam■.■■■.■.■.■.■■■. INI prag. �anlim■ ��� - i 1 1 11 1 ( T I r n 1 Irtli I �t - /t- �� Ii co �., j��_ / p . �V�' -- C .,,I, I hI o ��,� der r o _ I 6:12-I I Ii �0 _ N - I Tap' - 1r rriArr 401dAtanirminintaimmelinnnionenweinanwainir'l i�►���CC*�ii�Ci�Gtf1�L�1C ■rG�l pi 3:12: ! -- 1 6:12 C- ses. 1 - - - , 3 .�.I■■n■�— 1 C O _1 I I I [ I JI U II I J U _ ] l I C -Li 1 1 I I I J II O IniSISINIMMEI _� ii _1 I I 1 1 cu �J X 1 C I I_1—C I L E� O ■ N - - - - ■r z - --_ C - �, �� ■■■firs ] 70 ; AinnamainnSi Ili ran A u IJ a H I I L� u_ I I I SMISIIIIr lb - - -_ -a f - o 'I i I �-�_ r u I I- ray _ �, w - Alikk I _ I C p ; ra 1 , 11 ] 0 _ o - 6:12_E-pi _ _ OI I -I- 0 ' ELI O -3 - Io - I' I:]- 1 z - I-_- -I-6:12 C O _ o - C - --_ - - - a --1-1 -7 o > - PROJECT / CLIENT INFO rn r ROOF OVERVIEY'I GREG & THERESE GESELL N A I. SYKORA o d ° • . O THE INFORMATIONPIANS,OEBIONS,NOTESANOARRANGEMENT5SHOWNONTHI90RAWINGARECONFIDENTIAL 3001 MERIDIAN CT, DESIGN W G AND MAY NOT SE REPRODUCED IN WHOLE OR INPARTWIIHOUT THE EXPRESS WRITTEN PERMISSION OF SYKORA INFORIONO D E.DRAWINGSUOE EETH,SCHEMATIC.AND/ N EPTCONTAIN INFORMATION HATIS alr CONCPTUAANDS BJETTOCNG . DESIGNER ESIGNERMNKESNOCLAIMF ACCURACY OFO THAT ANACORTES WA 98221 INFORIMT WN OR OF INFORMATION SUPPLIED BY OTHERS. FILE: F'IB+ROnwme ossgn l'IM.AumtPuolfieeeII.aeameegnseseu ��xse L.yelrt.lyoM PRINTED: Friday, March 21,2020 BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS ELEVATIONS ELEVATIONS ENGINEERING INFO BASEMENT PLAN ENGINEERING INFO MAIN PLAN ENGINEERING SPECIFICATIONS