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Home My WebLink AboutPermit File BLD-2020-0591 2805 Grady Lane (3) PROJECT DESCRIPTION ZCPBD OJECT IN ORM TION J. SYKOR ,, 6 NEY�I SINGLE FAMILY DRAFTED BY: RESIDENCE PROJECT ADDRESS: ZONING TYPE: R-2 GALE nn 2&05 GRADY LN, 1/4" = 1' U.N.O. 3 �I C �A� q ANAGORTES, Y NA cIS22 i DATE 6 q-14-20 0. CODE COMPLIANCE FARGEL# P 126311 ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: . - 2015 INTERNATIONAL RESIDENTIAL GDDE _t�. r ,,,.. - 2015 WASHINGTON STATE ENERGY CODE t ' }' T' PLAN AREAS - 2015 UNIFORM PLUMBING CODE :.. MAIN FLOOR 10859 SQ.FT. DEFERRED SUBMITTALS BASEMENT 1 ,219 SQ.FT. }e rr,r,; --; - . .Ill III 111 III TOTAL LIVING AREA: ?$ SO FT. v 1 . MECHANICAL HVAC SYSTEM DRAWING5 __ ` '' ; a: , .�` }'3' GARAGE 559 SQ.FT. iit 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS " ) ' R 3. NATURAL GA5 DISTRIBUTION DRAWING5 ?" -''r.'1 z--' _ f.; 11 DECK 243 SQ.FT. T n 4. PLUMBING DRAWINGS .• ` _ ` — - jltillir . - =•• - FRONT ENTRY 10 SQ.FT. 5. ROOF TRUSS DRAINI NG51 CALCULATIONS :. ,�- `- ,:= • . 4- ,,.4. (p)yr + 'ffi " i . - r; 71� _ 111111111111111 STORAGE 1 UTILITY 509 SO FT. ! b. FLOOR JOIST DRAWINGS 1 CALCULATIONS ' --" q 7. LANDSCAPE PLANS .. �,.^N 1 S. LIGHTING PLANS -. , • . ,- : .=`.:7 9. CABINET SHOP DRAIAIINGS - r .re " - 10. CUSTOM HARDINARE 1 BRACKET SHOP DRAWINGS 17 11 . FIRE SPRINKLER (IF APPLICABLE) 12. SOLAR PANELS (IF APPLICABLE) o 13. ELEVATOR PERMIT (IF APPLICABLE) o PESI & NINFORMATION . . .. _ __ _ . . BUILDER: STRANDBERG CONSTRUCTION, INC. CITY OF ANACORTES o K P.D. BOX 319 PLANNING AND BUILDING DEPT: _ m x � E LU IC) m �, APPROVED PLANS ANACORTES WA 98221 El, Da � o In REVIEWED FOR CODE COMPLIANCE 360-293-7431 � � � m THHE LOU[ D ERMH LK RIERDENCE PERMIT #: BLD-2020-0591 N. DESIGNER: JIM SYKORA GPBD - SYKORA HOME DESIGN ADDRESS: 2805 Gra y Ln ILI LN , V'LA1b221 2S05 G' RAt2'i' ANAGORTES � SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOTccicP BE ALTERED WITHOUT AUTHORIZA ON. 0 1..1.E < - - LAYOUTFAGETABLE - -- - REVISION T K�G# TITLE GOMM NT __- _-- ___--- � `s' ILI Al COVER SHEET -- - -- --- PG* DATE DESCRIPTION - --- o WSEC Credit Options v V < A2 SITE PLAN & LANDSCAPE PLAN — z ASOption Description Credits PETALS I EFFICIENT BUILDING ENVELOPE la: 0.5 Q A4 FOUNDT I Prescriptive compliance is based on Table R402.1.1 with the followingmodifications: 0 �1.� p p rt A5 BASEMENT FLOOR PLAN Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire Q_ V I slab Below giade slab R-10 rc slab or Compliance based onAS FLOOR F RAM 1 ``�G FLA FM _ Section R402.1.4: Reduce the Total UA by 5%. 0 `i ry A 1 FLOOR FRAMIN& DETAILS 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 - --1 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour AS MAIN FLOOR PLAN maximum and All whole house ventilation requirements as determined by Section x Aci �IN DO� SC H E D u L E M1507.3 of the International Residential Code shall be met with a high efficiency fan 2�0.a (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using IVY (maximum Al 0 ROOFRAMING PLAN Hb a furnace including an ECM motor are allowed, provided that they are contrclled to operate - - at low speed in ventilation only mode. To qualify to claimthis credit, the building permit pgq of WY _ TVi�ad Al 1 ROOF FRAMING DETAILS drawings shall specify the option being selected and shall specify the maximum tested _ �_J a=�+a $�,1Nn- Al 2 TOP POV'LN ■ ■I E + building air leakage and shall show the qualifying ventilation system.Y Y `L xr-ao❑ an 3b b HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air-source heat pump with LO WIAl3 ; BUILDING SECTIONS minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall / W= specify the option beingselected and shall specify the heatingequipment t e and the - - � p Y p p Ytype� � BUILDING SECTIONS ..§, minimum equipment efficiency. Al BUILDING SECTIONSheating system2E_E/ Sc EFFICIENT WATER HEATING Sc:5c: Water shall include one of the 1 .5 wazaa r- z��oo Alb BU 'LP' t ' &1 SECS4T'O' ' S following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water _ F afl 000r heating supplementing a minimum standard water heater. Solar water heating will provide a 01- A 1 l EXTERIOR ELEVATIONS a rated minimum savings of 85 therms or 2000 kWh based on the Solar Ratir_g and o<P¢; — - -- Certification Corporation (SRCC) Annual Performance_afer Al S EXTERIOR ELEVATIONS Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and OWNER APPROVAL Al Cl EN6INEERING INFO BASEMENT PLAN meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the INIY[AL: A20 EN G I N E E R I N G INFO MAIN PLAN option being selected and shall specify the water heater equipment type and the minimum - PAGE: I equipment efficiency and, for solar water heating systems, the calculation of the minimum Ai A21 STRUCTURAL NOTES energy savings. OF: J. SYKORA, GPM) CI cv _ �J DRAFTED BY: ie 9131-------------____ \ 7.2O • • � W N90° GAL E _____ _ 7e to 50 5, 5n _ �___ SD Only fixtures that 5 — I 118 - 1 U.N.A. 4' cannot gravity feed to T 517 yn f 10' PRIVATE STORM DRAIN EASEMENT---- sewer stub out may 570�My.�,7,Ri iii drain to the sump per coKr+ECTiawr ■ 9-14-20 z �_/ LOT 6 UPC 709 and 710. 7S50 50. FT. 1 20' SETBACK DAYLIGHT EASEMENT FF= 12/.0' / _ `_ LANDSCAPE LEGEND I r_________--- r� � — �j °- -- / T REQUIRED LANDSCAPING CALCULATIONS I A.330 — �� SEWER SUMP I LAWN 1 LANDSCAPED AREA SITE AREA 7,$50 FT. y 1l� ' S / / OF SITE TO BE LANDSCAPED 20°��A ZONE 11 / j (PER AMC TABLES 11.42.020-030 1,570 5Q.FT.REQUIRED CONCRETEIli [._ / DRIVE 4,316 SR.FT.PROVIDED //.....,_ N itir , u 1 / I COMPLIANCE WITH AMC CH. 16-50 TREE UNIT CREDITS REQUIRED=S ' t,' �' // MULC.I4-PLANTING BED TREE PRESERVATION TREE UNIT CREDITS PROVIDED `€ --_ / (11)NEW DI=CIDUDUS TREES(MIN.2" 1 LET A ,. a � a �� 5 F R CALIPER @ 6"ABOVE GROUND) �3.______________I / / (S)NEW EVERGREEN TREE(6'IN FF= 37.a � / I DECIDUOUS TREE HEIGHT) € 1 i ..VII__\.__ ,............ / / / _ — — i _ // _ EVERGREEN TREE1 PER 30'DF FRONTLI/I U} ^� f 1 / NUMBER OF REQUIRED STREET AGE V j 1 3Q.00'LINEAL FEET OF FRONTAGE E �]c2.1, 1[) F 1 / / TREES = 1 STREET TREES REQUIRED e 0 ~ A .•. 19 SHRUBS 1 PLANTINGS 1,, / ____ . ui Xit ROCKS/ . >. ' a -- f______ GI I '� I TY MAF 0 1 1 F -_. 1 II '' I� ifr r,' +V+14-1 13 GARAGE . .( � _ *.� +L dzscl cr trj tu I h / o L lPie , 1iii / PROJECT re x w '. 03 _ m 15 "` ' LOCATION A °� ° `� ��1\ . • ' I 3 0 z U' L i a / r� m m t / 20 y8 LLI—A 135--- I • •- / / %kJ 0 / ICNI 1 Anacortes rl A i / % Airport Z g:,_ 00�� L I.. 9 I , ke L� I DRIVEWAY-616 SQ.FT.. SIDEYWALK=1485p.Fr.• / Z H V] I ••• Washington ParkZ a� I LLI 11 •• • ie it . . _ +CO In I s LOT S 1- c\ 1 — . . , 4 s� 1 D TIL Z i TER METERS 'YT • m / 0 q � NEAREST FIRE HYDRANT 15 o ' 25'AWAY FROM PROPERTY �► ';z / r s� m o_ Ci t CORNER. / * 0 1 • / Cs D in 1 I:\cry � . / LOT INFORMATION r.4 j • / z} au ` CANNER: JOHN AND 5 i 1-f LAUD RMILK I w_°uu _P-44 , Z u= U 4 Q �4�sN ZWOVW lir�' ' ADDRESS: 2$05 GRADY LANE. ANAGORTES NA c18221 0o oral._ u, ofL dig <---I Uck-.I axz0. 2FM3 PARCEL# 126311 w22�¢ 'y wazi F �F �U �� ZONED R2 oC 0Y22 LOT SIZE : 7,S50 SQ.FT. V , ?AiiLa O �i Ny Vim= 0 y 55MH MAX BUILDING COVERAGE (35%) = 2,741 SC .FT. Eai aa z 0 1 rr-:- ACTUAL BUILDING COVERAGE = 2,146 5G2.FT. Lx N= 0 CANNER APPROVAL I INITIAL: i 55 — { PAGE: 1 A2 I OF: I i I i DESIGNED BY: 1SI-1 1/2" FOUNDATION NOTES J. SYKORA, GPBD n DRAFTED BY: v 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. o 2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS(ON THE co E �J�1-bll / 1— —1 EXTERIOR OF THE FOOTINGS) SHOULD SLOPE DOWN AT A 5 PERCENT SCALE m 11HD - HOEDOWNS r1 MINIMUM SLOPE.THIS MUST CONTINUE FOR AT LEAST 10 FEET. m 4 15 10„ 22'-0" hi 0 2 1� 8 r n I L J 3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD BEARING 1/4�� = 1 U.N.O. ALT 1 -HOEDOWN-EMBEDDED STRAP TYPE r — J� T-31n" VALUES IN IRG TABLE R401.4.1 SHALL BE ASSUMED. ,Ir T'-31n" T'-81l2" DATE o MIN.CAPACITY:GOOD FOR 2185 LB UPLIFT. 5A o w HOEDOWN:USE L5THD8 FOR NO RIM JOIST CONDITION. ` r 2k2k8"FOOTING 4. FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW z A4 I • ^, . - . ";: PREVIOUSLY UNDISTURBED SOIL. FOOTINGS ALSO MUST EXTEND AT LEAST 12 9-14-20 e2 FOR RIM JOIST CONDITION U5E HL THDBRJ_ t . . W!(2)#4 REBAR EN. a NAILS:USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. �.�. a_�. I— � . , , TYP.OF(1) INCHES BELOW THE FROST LINE(THE DEPTH TO WHICH THE GROUND ,—� , . q D . . T . STUD: U5E LARGER OF;KING STUD A5 SPEG'D ELSEWHERE;OR CHOICE OF 2-2X,3X,OR4X 5q as 3'-03'-0 -z-io i _ —• _ I o- n FREEZES IN WINTER)OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD — ®- - =® — ® — 5A 5A o ALT 2-HOEDOWN-BOLT TYPE A4 If l'i r 96 ® HAVE A MINIMUM WIDTH OF 12". 5A A4 I I - A4 0 4" CONCRETE SLAB 5. TOP OF THE FOOTINGS MUST BE LEVEL; NO EXCEPTIONS. PREFERENCE FOR HOEDOWN:USE HDU2. r I I- •.. y I ® r 133 SQ.FT. .te THE BOTTOM OF THE FOOTING 15 THAT IT 15 LEVEL. EXCEPTION: IF BUILDING ANCHOR USE LT IF NET 55 TO FULL-HEIGHTE58DIAMETER ERD PER B16 ABOVER „ EMBEDDED — — —: J - UNIT T SET USE 518"DIAMETER 55T816,OR 518 ALL-THREAD WITH NUT AND 3 WASHER ON .� Ro m •- _ ON A SLOPED GRADE YOU GAN STEP THE FOOTING AS MUCH A5 1 BOLT:IF WE — ®— 27H ztN 5A ND 10-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3' : 96 . - _ (OR A 10 PERCENT SLOPE). END.MIN EMBEDMENT-12 . IF TOO LONG TO FIT IN FOOTING,BE 15q • VERTICAL PER 10 UNITS HORIZONTAL q¢ . „ I L _ _ — — I •', 6.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS COVER AT BOTTOM OF FOOTING. I ' IF ROTOHAMMER,U5E 518"TITEN HD OR ALL THREAD&EPDXY,WITH 6"MIN CONCRETE EMBEDMENT,CENTERED IN STEM _T n ��♦I m OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18"X 24" . , Mry =' . '. ; . " . ' " : —_ _ _ — ® —'• 27H u ®- — I OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 16"X 24". L- — WALL. I o — �P 96 56" 96 •I' 2' sn' WHEN ANY THE WALL ACCESS IS BELOW GRADE, UBGRADSLABS .' .. A4 S I . 5 AN AREAWAY PORTION OF OF THE THEN 1H"X THROUGH24"SHALL BE SI15 B THE BOTTOM 15%RELATIVE COMPACTION. IT 15 STRONGLY • A4 Is SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TOI o • ' ' '• • •• .. GRETE SLAB - 1 881 SQ.FT I OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS � RECOMMENDED ULAT ALL STRUCTURAL OR BE CHECKED FOAMB A GEOTN,25 P51 C CONSULTANT. 5 I 5 r 4 GON EPS RIGID WITH MIN,25 P51 COMPRESSIVE STRENGTH UNDER SLAB. IF A4 .. ' . THICKENED SLAB I OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR UNDERSLAB INSULATION: MAY USE XPS OR A4 _ .. USED,PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. I " FOOTING - b ' I TO THE RESIDENCE. a 1. FOUNDATION VENTS-THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF GAR* SLAB THICKNESS:USE 4"MINIMUM. • ' - . . I k gc4 64 �} o ' THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT OF `�fwAsy tiks ,� REINFORCEMENT:USE ANY IOFM THE FOLLOWING: I. — — _ -MINIMUM 83 REBAR AT 24"O.G.EACH WAY CENTERED IN SLAB. • _ � �.• OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH �'� .'��' CENTERED IN SLAB. SPLICES OVERLAY 8"MIN. I '• e I I ' _ } -WELDED WIRE FABRIC, MINIMUM W2.9 X,b X b(6 Ga.) I FOUNDATION WALLS OR EXTERIOR WALLS.THE MINIMUM NET AREA OF p ; � . THICKENED SLAB. . I� € FIBERMESH PER MANUFACTURERS RECOMMENDATION. I. o FOOTING �� : 6 r • = • • , I . I VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR , / + CON HELIX MICRO REBAR,MAXIM MEE PER CUBIC SPACE l ' - b I A4 I , , I EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE AI • :� � Q CONTROL JOINTS:MAXIMUM RECOMMENDED SPACE=8'O.G.EACH WAY. THIS 15 A NON STRUCTURAL ITEM AND MAY BE , II zzr ,br 1 CHANGED OR OMITTED BY OWNER. X _ _ _ Ro - — — — " 6 1$ 9" _ I. GROUND SURFACE I5 COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. / 1W �NAl 4 UNDER ANY INTERIOR SLAB. — -I A4 - WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED,THE MINIMUM NET 1. VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIERm1 6 J ` " z�H ; b 21-b v2" 6 Csi AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT " 1 si N I 6 A4• a- _ — . 21H — ,r FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH 1 A4 - - 2�" _ J r ICI - - - I ��Etutfi6RS 5E�4 CO L_ b L• BUILDING. OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE IS F� �1 -S`�. .__. ; J . - • .I A4 I • . - . '�T£M•5 bN L+( . w j • b 6 I: 8.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON IL 6 ` . . .•15'-8 1n" ' ,. - ' I , A4 THICKENED SLAB I A4�. = THICKENEDOSLAB... : • CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN E j THICKENED SLAB : n ., FOOTING O FOOTING ' ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE I FOOTING _ b ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL 0 PLATES ANCHORED TO THE FOUNDATION.ANCHORAGE OF COLD-FORMED 0 r �. 2 STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL N • I — — A4 A4 FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION 0- C L n ♦ b j R505.3.1 OR R603.3.1.WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON C MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PANELS AT K :_ I . „ , BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES OII- 15 m b . 2 SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 1Y. XI- r c : �� ♦ 1 (12.1 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET(1829 MM)ON 111 O O N A4 " , L— T I — 2— — — O CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS a m v N �--FOOTING LINE NOT TO SGALE-ttP • • • • - ' A4 REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER j O I, .1 MM ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES(118 en 0- d to A4 - A4 I MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. — emu. — — — TM — - — ^I I THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THELit a - • • I PLATE.A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. N ♦ ♦, " — — _ - _ ♦ THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE N /•. — .�L.--. _ A4 1 I 1 Z dJ 1 • 1 �, L— —- - • A4 A4 BOLT LOCATED NOT MORE THAN 12 INCHES(305 MM)OR LESS THAN SEVEN A4 I ry I I BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR 0 w 4 I I BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE ^ 4" CONCRETE - I FoonNGUI+e Norro scALE-ttP.--I NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH Z � • I I _ l K SLAB 24 SQ.FT. r A4 I' I A4 I' APPROVED FASTENERS.SILL PLATES AND SOLE PLATES SHALL BE — (\ H . — �-- - - J • .' vi• l ) 5 I PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS A4 V q,} •..f' • * R311 AND R318. EXCEPTIONS: 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH Z 1 — ram ,' ` ri Et O •.�. - � I: • � T. � 4" CONCRETE SLAB - 10 SQ.FT. OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL BE v ANCHORED TO THE FOUNDATION WITH A MINIMUM OF ONE ANCHOR BOLT J , ' A4 � � b' 6" LOCATED IN THE CENTER THIRD OF THE PLATE SECTION AND SHALL BE z „ i - - 12'-51/2".. .i 9'-6.1q=. ., i 16 6" 10-6 I , I I -� IT — :1 ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN 4 I ^r I ITEM 9 OF TABLE R602.3(1).2. CONNECTION OF WALLS 12 INCHES (305 MM) I— '" 1 1 • I 2 FOOTING I I — I-- ru(2))4*4#4 REBAR EN. TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELSIli I' j'-611 I 3 61 n 12'0" ♦ TYP.OF(1) TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED.THE W Q WALL SHALL BE ATTACHED TO ADJACENT BRACED WALL PANELS AT Ottal 9 CORNERS AS SHOWN IN ITEM OF TABLE R602.3(1). SLOPE GARAGE FLOOR •,'•• : .•,.. . . .I • FOUNDATION PLAN 0 1 ^, .' SGALE: 1/4" = 1' I. • 4„ CONCRETE SLAB -555 SQ.FT.'; .. . : I —\ I 1 TYPICAL • 1/16 055 zoog I : FRAMED • LLc,F., MALL nnyi t 3 Mal W j : . . ; L: . • ', 2 X 6 NIA�LL 0- i�«o W � ti_xm =� DOORBUGKDUT I N~.e. Ij J `.Wg w 7 .. - - zaww_e • °z'v1ou� d Q'I IT O ♦ 3" X 311 X .25/1 = wy,n ��oo 4I— —� —� BEARING �—� 0 niti :With SJ 1 Wf WHO A4 PLATE C �3<�p w x I A4 a o 44 5 woo C w u - ` apmC-,o ,•, n,I 11 11 I< 8m,6 2'-1 1/2".' 183 if 2'-1 1124 5/8 X 12 go=g§ 0. 0 ANCHOR BOLT ; . •, A zooQ 2g_, woZww Iliawp,nw ng a .9 000.oacnio _�'_ FORSPRGINGSEE - , rzoi- a SHEARWALL SCHEDULE G 0 00wo ,� •+ Qa }. 'f.. Y •�.a _ a -d • TYP. i z a . ` a. :. :. FOUNDATION. WyLL OWNER APPROVAL .:.•.- , .'_ia . �' . •�, a . . , �,�'. s �.• d` a • : � •d •r. •..' ! INITIAL: a: t [ •w - -, •a _ - .i^ .:. d' d,. a , •' • - •_ C �w. as• .as. '. '• i_ .a ,'.A,1!'.• -.d ..a.: ...., ... . "• ' . a MINIMUM OF(2) ... '. •+..' F . _ - .., Y`IITF'lIN 3' Ai. '. .,_, ;i. .. • ..p_ Q ,. , PAGE: :'•C'. . 'a Ir.:.. 12"MAXIMUM :%a, :.. '•. : : . _.. ,'' �� ` Y • ' �.:: :. BOLTS PER PIECE 9 MINIMUM • - , -. a '• .l' a . .. • 'a'} . s• • ,. .. • . ." -•' '•.:,- - FROM END OF.PLATE ; '• .. - . . .. , a . . . ,, ' Q�.` v :. i; ..4, -... .;•..• .•-: ; '.'•' : Pc.*:-.!..-: • AS . .. •TYPICAL FOUNDATION BOLT PLACEMENT TYP ICAL FOUNDATION VENT TYPICAL FOUNDATION BOLT I G�DESIGNED EY: J. SIKOF%A, GPBD n cv SIDING MATERIAL - -�D b 31D1NG MATERIAL DRAFTED sY. 3,,, BRACED RETAINING WALL - TOP OF YVALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 7116 O5B BRACED RETAINING NALL TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION �� 7116 OSB 112" SHEETROCK 1/2" SHEETROGK ., NAILS OR SCREWS SCALE ,� � `J`/ 2" OC. 5TGGD s B G D E F G V Y� X Y Z I'lb' SUBFLOOR �' A B �. D E F G V W X Y Z I Ili " SUBFLOOR .--�. 1/4" = 1' U.N.O. A I _OPTIONAL 4"SLAB A `�_- - ' . W �- --\—{GARAGE,PATIO}} NAILS IN BLOCKING - = p 11.1 LENGTH 1 FLOOR JOISTS LENGTH z7 FLOOR JOISTS, -.. --• . -: .• 9-14-20 i . i . ;I RETAINED WALLFOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING _ i .' aY: ye..= 1 , (JOISTS PARRALLEL ONLY)RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING I FOOTINGF' /A35 TYP.ONLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. `d . HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV, CONT. II REQ IF A>4' , OPTIONAL 4"SLAB BOT.L BEND �____ - (GARAGE,PATIO) • -� •' Bpr.LBENn • - ," . . ... - 111- III- _ I : -II Co F ` ,! n !1 NOT !1 „ SIMPSON HA GE - _ =1 1 I-_ -I L 1 1-- 1 I- u #4 24I -II 1l1= =1 1=1I 0' - 4' CENTERED " I! ., NOT II " r,- a _ _ �j �j N/A �� y: �.`�`�--. .- 0' _ ,4' CENTERED '� S �7 �7 12" (7 #4 (al 24 a� N/A (2) # 4 1F JOISTS PARALL� r --- ti- 1 �� REQUIRED *' @ 24 #4 @ 24 (2) #4 JF JOISTS PARA L �* p REQUIRED -INSTALL"G"BLOCKING 1 1��=11 I I=I 1 1_ -INSTALL"G"BLOCKING W ,. •••,.'_. § E - = 1N ;_ IN(2)BAYS- 1-1 1=1 1= =111-11_ IN(2)BAYS. ° , n 1 " n ■ 4' 1"- 6' 5" 24" S" 6" 56" 45" 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) #4 -SCREWS OR NAILS E - .• / z 1 .11 p 4 1 "- 6 5" 24" S b 56" 45" 6.. #4 @ 24" #4 @ 24" #4 @ 24" (2) #4 SCREWS OR NAILS y� l i I-I 1 I-f I I-I I l= 3"o G THRU SUBFLOOR •- .:i =IIII I_A . - 1- 3"a.c.THRU SUBFLOOR 1=111=.L1�--A-I 11=1111 :s� u 6" 32" II !I !I n " " " Gl�l'LY �ILSPAGE --= 1$"MIN. I c -..f E :- f 1"`_i f = .� G #4 {�� }} . 11 I_ 1$"MIN S 11 61 1!1 - (j,' 611 32" 1 5" 2 Q11 2 " b.. #4 @ lb" @ 1 8" #4 @ 1 6" (3) 41 4 G RR1'NLS PAC E • _Ill-! -11 J b7 1 - S10 8. 25" 28 S #4 @ 16 #4 @ 18 #4 @ 16 {3} # 4 "•- I�I I I BELOW GRADE G1 �J [� �f (f (� BELOW cRAne f 4"'TIGHTLIN I I I-1 I • 4"TIGHTLINE;III I i I! q 81 ,1 „ II II 11 r, „ .�Q.: - . .__._. NL 11= S' 1" - 10' �" 42" 10" S" 145" 15" b.. #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT. �� 1 _I 1 - 10 S 42 10 S 1 S 1 S sin #5 @ 14 #5 @ 18 #5 @ 14 (4} #4 1 X 4 PI.EXPANSION JNT. �� EXT.WALLS ONLY f� ' I I g E?CT-WALLS ONLY=J R-10,: ;--'1 i I ill—1 1 i-1 i I--H L l R-10�: • b= 1 1 1--I I —Ili-1 z 1111 l 1, 1I11II11 s 111---- I'CONDITIONED AREA 5LA5 r =1 1 I=I I—. I O ON GRADE ik 1 4 1--- 1 11=1 1= Q ON GRAPEED AREA SL�+a • 1=1 MIN LIP SPLICE=24�11 1_: .: X Z MIN LAP SPLICE 24"I 1 I-�x ./ -,n i i I-l_11=l 11 111=111= 11-o I =1 i i'l 11--111-i 11=�11= x. • 11 - :•, w 111=11 =i I i 1 1 -. • - • : . . -• -- . r — 8.-11 I-0--1 I =1 I 1=1_1 1.r1 •GA RI. T. T. GENERAL NOTES: NOTE $ 1 +LLABORFILL.SEE • 0 E#, ;r _� GENERAL NOTES: SLAB OR PILL-SEE OTE#1.I ' - - w .B � 1=l 11- I],u NOTE #1 , , d —i 1-4�1 I l �o1ppp-,fr 0 * lll�f, l� ■■■■■■E■ irw. 1 I i=l I �1 I I !■ ■■m■■■■■ >■■■■■■lf�� + r _ • 1 1 f, 1 I � . 1 l j g COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER_ l �1■I1r!!►I�r. I'''' _ COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER- FILL OVER FOOTING IN GRAWL5PAGE !■ ■l�Isvi ��■► r y 7I .- FI1.I_OVER FOOTING IN GRhWLSP,4GE I_ �► R DAM :Y: I -". 4"'" R-IDFOAM �� DRAIN ROGiC 1 1 I * WHEN NO SLAB [5 NEEDED. ',_ '•:DIN ROCKV1NEN NO SLAB IS NEEDED. COLUMNS F, G, ARE MAXIMUMS. MAY LESS. 10 MIL vs D 04'1- ;i"'iifillr•-,1 I COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W;'1aMIL VB p . Y T f a 43" 4"PERF. ,,. --.-3' - �" f�hIDER,A'INT __.-__ i :P.--,---:61 '! a. * -� � , �!n' A55VMED SOIL BEARING PRESSURE: 2,D00 P5F L NDER, ',IN. - '-' " A55UMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT-{A} FILL REQUIRED 6 MILL VBfiT-IMALL50NLTJ • ' - • RETAINED HT.{A] PILL REQu1REn 1 I-I II I i—i i 1—I 1 I==i I=III I--I i + oaL Irk- I -!- l I -1 LIs— I I _ J I "" b MILL VB =' _ — -1 I V= - - - * I =I#I= 1�1 I-I I- I{1=$V=l 11=��1=1 1 1= �f+TA,L _ y� ,_ =I i =l i I— —i 1 I—III— 1—f �- 1�-_ -I II I l= MAXM,�?C LOAD - 2 RESIDENTIAL STORIES AND ROOF W125 P5F MAX SNDYV. _4 NONE - IF ND SLAB - '� _ = - - - 9ff ?.a 3 MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W125 P5F MAX 5NO p c} NONE 11=11> NO 5 811 I�l 1 111=11 I=IIG=i1 I=III--L 1 1=111111111 1 - 111=I 'l 1=111-✓TG-111-I€l=1 111=111.--••-111--.1 T 1 — — — i — — ,I ., 1, — — — —• — — — — ilk 81JW ' REBAR MINIMUM GRADE 60. 5'-6' 12" =11E4111111 1=1L1-rak= .1 E111- 1E I l=l 1 I=t�>nlrL ..I 1 El 11-111— REBAR MINIMUM GRADE 60. 5 -6' 1 I!I=[i i• 111-111-Tory-1 l=1 I IE ,I I---1L1-11 I:HEEL=111=11 I�111E �, T- , II 1 I1 I i--111=111=1 I r-111-11 l=11 l=111=11 l=1 I 1-!11-11 l=111= 1 ,� i I_-1 11-11!=111=t 1,---I! = I 1=11 i--111=Ili=! --11 I-11 i-1?I--1,11 1 CONCRETE MINIMUM fc 2500 psi8 18 =111 *ASSUMED SOIL BEARING PRE55URE: 2,000 P5F_ * CONCRETE MINIMUM fc 2500 psi T-&' 18" =i 1 I-* ASSUMED SOIL BEARING yFR{E{55URE: 2,000 FSF i +G� } E�s 44� *■ �'- 1�' 24" 11-III--11I=1I1r;,1Ii1�,Ii1� ,1ii,;llf, l�I1�31i11�1i,I��lifl�lill�iill� 1`.a � ��r.��C+'�i'L. ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL GAILLOUT. - 10 2h" I I=1 I 1 -III_„I 11,,-,I I I,I,I 11,,-,I 11,;l 11,;,I 11,;,1 I I,;,III.,-,. I I, ,i I '" 11,,-,III ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR YV,�LL GALLOUT. NOT TO SCALE Trt..ws esP.1�Y. >u NOT TO SCALE u_ —4\T NO FLOOR_ SIDING MATERIALoRETAINING WALL - YVALL HA5 FILL ON INSIDE WITHIN 12" 11.� (DING MATERIALCANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM 7116 O5B E4j 711 b 05B 12" MIN. o 1 X4 P.T.EXPANSION JNT. II 2 X 6 WALL PONY WALL - AB C D E F G V W X Z BASR-10EMENT PERIMETER I 0 2 X 6 WALL A B G D E F G V IN X Y Z ABOVE GRAPE AREAS • o �r 1 • _ U -CONDITIONED AREA SLAB F LENGTH F 6" MIN. u7 LENGTH ON GRADE 1 ° [- - UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING 4 ,_� r N RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT- VERTICAL HORIZ. FOOTING FOOTING Z__ m W TRANSV. CONT. • .. . .. [a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. . . -�---i n I-_N-1 L I-1 i,..-.: rt X V r1 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" 5PAGING REBAR @ REBAR REBAR • •-•;� 4... i�+ . � _ _ _ ' to co SOT.L BEND MRR Mi� •I�I!■!■� Bor.L BEND GR 1LSP ICE 1 I 1=I 11=1 11-111-111= I I:� nw o p o i=11i;tlli-11 =i11=11i-� m ry �' I- -I --I 1I I 1-1 11 1I- y�� A /10 MIL R_10 FOAM E 0` - 4' CENTERED " " " SEE NOT 11 " " 111= 11=11 =111111- 12 al ii m 60 1 Q' - 4' CENTERED 1 b" 61I 61e SEE NOT boo � @ 2411 �• r1 24" N/A (2) # 4 IN/1Q MIL YB � G . 5HEARNALL REQUIRED �"•" 24"MIN. -, 1 6 6 SHEARWALL REQUIRED 6 @ 24 @ 24 {2} # 4 a. _ - 16 -I11Ii1=111=Ii1=1I1-� U 1- 2 i.._1 11-I I.-___I 1111= 9-1 UNDER.MIN. � m o #4 18 #4 24 #4 18 O•4„TIGHTLINEI-11 I--I 1 n 1 I� 2 1 Ie I „ n n SEE NOT n " " u � -■ .....0 cll ,S 4 1 - b 3" 24" SII 61r SEE NOT 6.. #4 @ 18" #4 @ 24" #4 @ 1 b" (3) #4 W z 4 1 - b 5 24 S b 6 @ @ @ {3} # 4 —I,I—I I ILI 5HEARWALL REQUIRED �� n_ SHEARWALL REQUIRED IIL _— f=11 1. 1 l �III----1 IT � � � 1 !1 1 n n u NOT 11 " " " J " " " SEE _ -� _ J 11 SEE O 1 11 - ! NOT 11 rl rr #5 1 1" y�I'—'�-=,•—��I{A;-1 I�I�� 0. _ 6 1 S 36 '� d S S #5 @ 11 #4 @ 18 @ [4} #4 1 111-111,, ,,11I, z a� 6 1 - S 6 36 10 $ SHEARwALL REQUIRED S #5 @ 11 #4 @ 18 #5 @ 11 �4} # 4 1 X • - SHEARWALL REQUIRED i } a z X • =1 1 i1 i 1- 1$"MIN. 1 I- ? p r II r 11 „ !1 n NOT u u u " • . I-=-�=LBELOw GRADEEI I 1 < O 111—i v 1" - la $" 48" 10" 45" SEE NOT SIs #5 @ 9" #5 @ 18" #5 @ `I" {4} # 5 2 $ 1 - 10 S 4S 1 O S SEE S #5 @ cl #5 @ 1 S #5 @ 9 (4) # 5 1 X4 P.T.EXPANSION JNT. :1111 I[- _ 2 SHEARWALL REQUIRED 2"cLR. ,s,r 1,J SHEARWALL REQUIRED ,r2"c,LR•-I I 1-1 I I-I 11 I I IL- CI SCREENED 2"PVC . MIN LAP SPLICE=24" ILI I s—I I -] t � R�NvinnNEv AREA SLAB �1 ��'-1 I!� �1",� � WEEP HOLES b'O.G. - • -•` ON GRADE = MIA�I 11-II11I11 !L� (1 W 7fflTL LAP SPLICE=24' I 1 �1 I-• -- • • Lff =111 III—I f I— l 1-- li f i e } 1 f _ Lf - 18"MIN. • • .•-. A• •• -- V' Ir '■. - . .4 B=111-I I -1 I=III III ill 0 GENERAL NOTES: II 1 l Z a - 24"MIN.1 oR GENERAL NOTES: SLAB OR FILL-SEE OTE#1 l _ _ !i i 11 1 4 ! 'B i• i�iY - 10'WALL NOTE #1 • • • 1 �'' !' 1' � 1!1-I 1 I- 1 1- o ' COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY U5E GREATER. -111=11 •- . r .:+:40' _,. -� N' COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWL5FACE Miria _ ' ' C'IWAI ':0'1'•' 11 I=1I I11 `] ' WHEN NO SLAB IS NEEDED. R-tb FOAM • • �,nRAIN ROCKc _ z 1-- DRAIN ItOGICI I " COLUMNS F, G, ARE MAXIMUMS. MAY LESS. ,I l f-�I I . �] -_ �"•� ,_•-- -i I I COLUMNS F, G, ARE MAXIMUMS. MAY LESS. v�u,Q M1Lvs r] ,,,_„� � 111 1`�-- _ 1 3 •'° 1 4"PERF:_ -_ � .UNDER,�{IN- - :- a `` ��141I1 � ' ASSUMED SOIL BEARING PRESSURE: 2,000 P5F l N, -1 I 1-1 11= - :---_-=1 ':ss' 1111 11111 ASSUMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT.{A} FILL REQUIRED 1 b MILT.VB l III= _1 1 =I -i 1 4------ ■- - 0 1=111-1 I -= I' I=VE11 I-- 1=,_ 1=1 11= MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF IN/ 25 P5F MAX SNOW. p 4 NONE =1 ,IF NO 5LA5 1 I E- 1--1I11E1I11=111=LY=111--, 1= _ 1E1I11E >U " MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W125 P5F MAX SNOW. i1�I f l�I 11=1 11,- - _-- ---- � _ - _ - - - - - =11 i_-111-111- 1 111=11 El I C-i 1 i-11 i=11_ 11=11 f=1 11=1 11 1 I-I I i- ; ,_I 1 El I l 11E1[11E1 rGI 11=111=1 I I I-1 11-111=1 I I -) rI )- * REBAR MINIMUM GRADE 60. IE I 1-=I 11=1 ' TOE-I!1, 11 I=I 11=111-1 I I THEE III=f=I 11= ' REBAR MINIMUM GRADE 60. 5' -6' 12" -1 11E111=1 I 1—I I i=TOIn'=111-111- 1 k 1-111E11 ITIEEI— ="�=111= Q 1 1— i 1=1 11=11 I.—1 I I= I __111=11 I—I 1 I-I l 1 I I 1 I—III=I 11=I I I,--1 l I=I€I=III=11 I=IT1--4 I i--II I-III-III=I11 N � < • CONCRETE MINIMUM fc 2500 psi 1� ASSUMED SOIL BEARING PRESSURE: 2,000 PSFI= CONCRETE MINIMUM fc 2500 psi l'- $' 18" =III*ASSUMED SOIL BEARING PRESSURE: 2,000 P5F[1_ (2t ?4 **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL GALLOUT. 11,,,111, ,111, ,111,411----•111--111---111,,,l11-111, ,l11,,,III ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR !NALL GALLOVT. cr- 10' 24" 11111 111 11II;,€1I;,l11„111I11 111;,I1l„!1I,;,111,;111 1E 1I1 NOT TO SCALE NOT TO SCALE o CASE A CASE B CASE C R - - - SIDING MATERIAL = ----- SIDING MATERIAL SIDING MATERIAL RETAINING WALL 4' MAX RETAINED CENTERED REBAR 1/4" X 3112{' DRIVE .� NO FLOOR ____-0 y R-21 INSULATION 7116 055 R-21 INSULATION ---c• 7116 O5B BAWL 48" O.C_ 1 12" 7116 O5 B ��= -. ?-j\\ 2 X WALL WITHIN 1/2" SHEETROCK ar --- 1/2" SHEETROCK .r-•-� 2 X TREATED PLATE R io 4@P P.T.EXPANSION JNT. �� 2 X b WALL �I � � � � �� R-21 INSULATION Q F� A B C D E F G V W X BASEMENT PERIMETER �$ sUBFLooR Is SUBFLOOR R-10 @, (WHERE NEEDED) kr) LL=� .>,C 1/2" SHEETROCK "° ABOVE GRADE AREAS -.- ;:,:�: --.. l; ,_ �1- �� DE n AREA SLAB §N�4 CONDITIONED I • CONDITIONED AREA SLAB 4 ON GRA r �. Iki LENGTH ON GRA4°SLAB F _ FLOOR JOISTS + FLOOR JOISTS ' • 4 .: 41.1 © G 4 3Wfl5W UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ_ FOOTING FOOTING s x .z N:-• -e-•••. ---. .. 1 's, F - a¢No .- A35 TYP.ONLY n w Y HEIGHT POSITION , ■■!ram■■■■■ 3 WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. e-. ■. •': e ii I-�, 1-f 1 r-r I I- { ■ ■■�■ ❑ Q iN a¢ Bor.L BEND .-I •. 1 A �, _ IPA 4` - - � °�• I I-=111-111� 11=111=1 I=1 i ' ,.1_ _ _ �- --I 1!=1 I l-=i I I�1 I 1=1 11=1 11- �� f \ Wu1oMILvB. N N R FOAM R-10 FOAM 211 ' - 11 T =111-�11=11111= F r I 1=Li_-1 11- 1 -11 !=I 1-I R- FOAM \f/ �f�� /''. UNDER,MIN. yh 4 0' - 4' CENTERED �I �' I! SEE NOT u „ Ir ' B f i g I ��\f\/\ / 1 \\ ",� a S 6 #4 @ 24 #4 @ 24 N/A (2} # 4 WI 10 MIL VB [�BASEMENr • =I f Ii l 1=1 I I=1 1 1`�`11 1E1 I I IF JOISTS PARALLEL IF JOISTS PARALLEL . .■ ••• 1 1 1E1 1 11 I A 1 1E1 I 1=I 1 E' Wl 10 MIL VB:/\\/\j\/\/f /\/ /\\ \/; ''. GRADE 40 °�' SHEARWALL REQUIRED PERIMETER _ -I I- 1 I ! - - ! F / ! . 7/ / ~ UNDER,MIN. AEON GRA TEEA7REAS) -111=III- 11 1-1 I IE I -: -INSTALL"G"BLOCKING W -- \ -INSTALL"G"BLOCKING ' '4•. • 11--111 i,1 1 1 ,-1----, ,1 I 1 — UNDER,MIN. \ \ � /\'' W Q 1 :• �'' ' - - IN{2)BAYS. 11i=1 I - I I IN{2]BAYS. q " I - I 1$"MIN. w _ i :///f��/��/��/�/�i�l�/!�//��/ //��ft'f N REBAR. .atl°o 24"MIN. y 1=1 f I� 1 I 1 1 f I-Ill _ .,, . . -1 S (2)BA S. NAILS - • 1� _ 11-111- a o '. �11=1 I 1-111=I 1 I1".1 1 -SCREWS OR NAILS E ' 1-Z =I 1 i.; Ill-i E I-1 I I--BELOW GRADE1 1-I ao�z . -11 I=-1 11—II1-11 I=1 111 E A=11 I=I l 1= —I1—I I !l I i 1 I=l 1=!L= a 2°° _ vr] 3"O.G.THRU SUBPLOOR _ 3"O.G.THRU SUBFLOOR a",lm . =i --1 I iE1 I i-11 i-1 I C= o I _;0 ="lb"MIN. 'h 1:11- i-IT1E111E 1 EIII-�'=! 6 THICKENED FOOTING zo ICI 11-11 i1 I 11!1=1 R '� GRAY�ILSPAGE -{11=1 i 1=€1111 l- 1= SCALE: 1 " = 1 ' --d-- GRAWLSPAGE 1 a=1(BELOW GRADE _ x jl i 11-I I i- I I 1 11=__ X =1h=1 I i=III=1 11=1 11- w X !_! !I i^: • : - - [ -_ t. x i w • ' 1=1 1 1-1 1 1-E-1 1 1--1 1 1=1�i, u0.1 -4"TIGi-ITLINE. _ . • " — - :4"TIGHTLINE 1 t ETi 1 1 = .V a a Na xz d • _ I Q 1 X 4 P.T.EXPANSION JNT. rQ' ro d 1 X 4 P.T.EXPANSION JNT. r° Z 3 ° , CENTER :l 1 I-1 1 1--I 1 111 ICI 11_-i� f- 4# �. >;X7.WALLS ONLY / •x /-.�-:-.EXT.WALLS ONLY--• J -2 ��+-� am o • ..• 1= I MIN LAP SPLICE=24"-I 1 1=1 11. R-10�' I J- a R 10�: - I �I 1-1 p `I -{-GARAGE DOOR p .-0, SCREENED 2"PVC, •ff I CONDITIONED AREA 51 A6 3 CONDITIONED AREA SLAB 2 =f I^I I---•I Iw111=111= i 1= - o -- -MIN LAP SPLICE=24", 1!I o MIN LAP SPLICE=24"- �, BUCK OUT FOR GARAGE DOORa�o WEEP HOLES 6'O.C. • a•• ON GRAVE a ON GRADE cl 0. F j w4 11=I!I-111111=111 _ 111=1 i i=!i I 111=1 1 Q =III=1 I I I=1 i 1-11,- _-p 4„ GONG. SLAB OVER 6 0 4"TIGHTLINE" I Z Y _ ,_,-1 1 1 E 1 1 1 E =I 1 1=1 19i �,L. _ 'r 1 I-5 I t- •!11�=1 I I- {I- I Z `r_ 1 ICI 11-111= i 1=1 11-1 I 1 - - IL VAPOR BARRIER ON GENERAL NOTES: NOT #1 Z w B�!I f--1 11�1 11=i i 11 I I - I f : 8 lti� i 1 #i 1-1 11-f I I LA o ��-SEI=NO #, • ;.. B-- , IITI1 i 11 11 I i "- E LAB OR FILL SEE NOTE#1 I I-1 I 1=I 1=I GRANULAR FILL .= I l-1 11- I I- . ... ':;.r a .. �_. :r; I�(!111 I- �/ /.r , ' COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY U5E GREATER. FILL OVER FOOTING IN GRAWIrSPAGE .00a,.- � .;,111=11 �J1 T- �'�' '` 11-1 i I -i i 1= �, a I rt i •: j . �/ ;-��r - R 7DFpAM o • •#:4:*.•-'f =I R 10 Fo. > r�� a i— _ \\/\•\ \\4 • DINNER APPROVAL l' '° y"- DRAIN ROCK ¢ ° •DRAIN ROCK I= DRAIN ROCK 1_ . /. / * ASSUMED SOIL BEARING PRESSURE: USE 2,000 P5F WHEN NO SLAB IS NEEDED. N - ,, , .� . •11 10 MIL VB 4 lNu,a MILYB - \\/ti Gib' � ■ Lj 3" ° �- �: 04"PERP.- - r, 1 3" 4 PERF. I 1 In 3„ a .:.4"PERF. 11=1 \� ,r / '(2) GRADE 40 INITIAL: • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W125 PSF MAX SNOW. -1 11- —UNDER,MIN _-i- • / . 0 : 1 ---UN ER,MIN:-- --1 o _ cEx7•swtiL ..,-r \/ \/\, . 4• PAGE: RETAINED Hr FILL REQUIRED � s• � 1 t I �I! �-- � 4 �, #4 E /, .[A] -i l I-=I 11=111�; F Ii i i-.---, =i I i= I I i is=I i -='=-�••• I I 1=111 1-I I b MILL VS �! I--.-.I I 1 J I-I 1 ,. I I I��l I- - I---1 �,MILL VB 1 - - .,, •-V_ - - �//� // � \ REBAR - - -' - -V. - - - 1 E111E -111- �i i i. I =111=111= : V111 1 =III-11 I-1 El 11= -1 I 1=1 1 11-1 I = _ -1 I I- =1 I I-1 I I-1 \� \��fs�%�� ,`.f� �.�% ram` �ti��r. ��`1. ��.\� • REBAR MINIMUM GRADE4o. o`_�` NONE I-11I _1iI - l1I- 1—III—iiI -III- 1= T1 — G I IF No SLAB — G — 1� IF No SLAB C , f -III=II I-lIl=11< , ;1 i 1-1 i I.=1 #�I=111=11 1 i I-III=I 11=1I1 1-111IIIIII-1 f I r ,I 1 i�lll�l i 1 I-1 f 1-Ill,'tit I I-fIl=1 I I=!11- Ell I: I 11-I 11=�, 11 i-1 11=f I f 1 1 I 1-i 11, ,I I I-1 I I-1 I f=1 11= TYPICAL FOUNDATION NALL A4 CONCRETE MINIMUM fc 2500 psi — — — _— -HEEL= _ — — =I =TO11 I=11 I=11 i-11 I--1 l = 11wEL.=11111 I=l 11=I -I 11=1 I IE l l=I I 1=TOE=111=I 11=11 i=I I El I 1=HEEL=I 1 I--111=I 11=I I._-111 l-III i-r, . .1= 1 11-1 I I-1 11 I I I 1 i 1 11 I11 I I 1 I I i I_I l I-�I f I 1 I _ GARAGE DOOR " ANCHOR BOLT SPACING - USE LESSER OF TH15 OR SHEAR WALL GALLOUT. -1 I I=111.-._.1 I i-1. , _.1 11-t I I-?I f.-1 I? 111 � __t t 1=i 11.Wt 11-?11 1=111 •fi 1 I=I t 1-I t,W-,i 1=I 1 I-I 11=I►II 11_-I t,-I 1 I=t 1 I=1!t-1 11.E i=I 11-1 11=I 11=19 ,____,1 i-1 I I=1 I t-1 11-1 11=11 ,-,11=I 11=I i 1=I[I_ @ 1 ASSUMED SOIL BEARING PRESSURE: 2,000 P5F, -111= *ASSUMED SOIL BEARING PRESSURE: 2,000 PSFI I 1I*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF1 1 „ -1 I I-I I I-111 11 l-111-111-1 i 1-111,,,111,;.�L-111111-11 l 1 I I P=1 I1.-11 i�11 I-11 i-111=111-=1 i 1-11 i-i 11-.111=11 I-111=1 l i1 11� E111=1 i 1111-111,,,I l 1; -.1 f 1-11 i-111-i 1 i-! f I-f-1 1;,w •11 SCALE: 1 1 ' OF: NOT TO SCALE __ NOT TO SCALE.' NOT TO SCALE . I NOTES BY: FLOOR PLAN I`� OT S J. SYKORA, GPBD O SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND N AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING DRAFTED BY: 4' N.REQUIRED EIVE THEIR PRIMARY POWER FROM 1 THE UILDINAREA. [41 NG WIRING AND SHALLBE EQUIPPED WI H DETECTORS BATTERY BACKUP`SMOKE DETECTOR AND CO DETECTOR 551-6" _ _ _ ° ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. N 15'-10" 22'-0" 11,'8„ r— —i I I SCALE m r — , I • I ® 2 SHELF AND HANGING ROD. 1/411 = 11 U.N.O. o / 3'-1 1I7 It 3'-0• .I 4.7 I I 4-0• I f 31-0• 3•-1 1I2 _—/- -1. . . __ _>..: ® --.__ ®_. C.": BUILT IN SHELVES. w. _ — — — W40-3050_ — W41 4050- W42�05O_ — W43-3050- — — T3P • • - �-�O Z I ®. • _ 91 ,' r__ _ _ _ _ �J.. B- / 3•-6• 3'-0• 3'-0• 3•-0• I7-10' — — — — 21H —® — ® 21H — . • • , • • 4 CABINET-OWNER/CONTRACTOR TO VERIFY. - - - - - — L —ry J I I TIM 7lM lb l7M 96 I_ (_ � W3T-3050_ W38-3050_ W39-3050 I II I I I 4 - EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.1 \ • • ' ' O 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" n' HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 15 FF - FLOOR TO FLOOR HOLDOINN —� 5 \®® I TSM 2�6'" GSM\ En — — — -I • ., a_3 0-3 •' MIN.,CAPACITY:GOOD FOR 1105 LB TENSION. I 15'-6 VT I I I yI ' WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH I 1 _•[ • W44-3050_�_W45-3050, . wa6-3050 —, A5 A CLOCK TIMER WITH A ZONE RATIN&OF 1.5 OR LESS. STRAP:USE CS1b VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND - - - _ BELOW RIM JOIST. FILL ALL NAIL HOLES WITH WD. I I - lij I FAIL ON 10 HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/6 T 8 G PLYWOOD. IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. BEDROOM — -- _— — ® ® 1— ® Ilk EXPOSED FACE AND SIDES TO HAVE 1 LAYER 58'TYPE X GYP.BD. NO FURNACE SHALL + 222 SG FT I 7-0—ff-7-1" �1 `l'" um '18M 5 ft , 11P 7 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM. END DISTANCE: 13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26"+DEPTH OF FLOOR SYSTEM. I BATHROOM.OR CLOSET, PROVIDE AT LEAST 30 OFwORKNGSPACE IN FRONT OF = _ REG ROOM I 2 FURNACE. ''�!_I o _ 45450 FT I ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 11 HD - EMBEDDED TYPE STRAP 9 I INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 111 ! n O n_ .- F /y�� RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT.NO TRAPPING. , „_�� mg :p s (JEND OF PIPE LESS THAN 2 FEET ABOVE GROUND.POINTING DOWN.TANKS SHALL BEb ALT 1 -HOEDOWN-EMBEDDED STRAP TYPE �L �; tU u. -a STRAPPED WITHIN UPPER V7 AND LOWER 113 TO PREVENT OVERTURNING IN AN g II I I I ID u. EARTHQUAKE. A • MIN'CAPACITY:GOOD FOR 2185 LB UPLIFT. 4'-3 1? I OUI PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT&COLD SHUTOFF •• • HOEDOWN: USE L5THD8 FOR NO RIM JOIST CONDITION. r� — - - Jr I V n HOME OFFICE 1 CONTROL VALVES&HASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL GA jP� 3068 aJ !m COMBINED HORIZONTAL AND VERTICAL LENGTH OF 55 FEET.THE MAXIMUM LENGTH OF W y FOR RIM JOIST CONDITION USE LSTHDSRJ. I = \ I 119 SO FT ► Of 2 NAILS:USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. Ppp� q THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR l% '`$' 0 9 • `2 I L — —© — sTI I - y + EACH 40-DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUCT OF i�I • STUD: USE LARGER OF: KING STUDA5SPEC'DELSEWHERE;ORCHOICEOF2-2X,3X,OR4X. 4 P I I SMOOTHBORE,NONCOMBUSTIBLEMATERLHDREQUIREDWITHBACK•DRAFTDAMPER. V 1F_-'4'1 ALT 2-HOEDOWN-BOLT TYPE v °O� MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE 1 r a9a 22H 9 ��T a 1 �) PROVIDED WITH A MECHANICAL FAN CONNECTED TO HE OUTSIDE CAPABLE OF 50 4. HOEDOWN: USE HDU2. I c o O RO �"I ( sT1 C.P.M AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW S' � ic • LAGS: USE 6 5D5 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE r 60b8 1 HALL ;p { A, 23-61fY 74 1(7—// \ 5HGxeDET 17$' OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154INCHES. DRYER,KITCHEN, y`1 m I W - AND I3ATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK (•M7/y►„ • ANCHOR BOLT: IF NET SET,U5E 5l8"DIAMETER 55TB16,OR 5l8"ALL-THREAD WITH NUT AND 3"WASHER ON I ' 1 �� 28 5Q FT 21H O 1 O 4 /�Iy^ L r TOP _ O C 1 , PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE l/'/1'01 EMBEDDED END. MIN EMBEDMENT= 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM -1_ I RO I — -! "' v CONSTRUCTED OF SMOOTHBORE.NONCOMBUSTIBLE MATERIALS.APPROVED FLEX rine VW a f 1 OF FOOTING, MAINTAIN3"GOVERATBOTTOMOFFOOTING. I I © 4 TOP - zsLSOtSET� 21H _I 3068 ' _\ TOP 21H r — 21H -I ry CONNECTORS -'° RO � RO RO DOMESTIC.DRYER EXHAUST. L o — m I y - — \ - - - - - 61� wERS .A; - IF ROTOHAMMER, USE 5/8"TITEN HD OR ALL THREAD&EPDXY,WITH 6"MIN CONCRETE EMBEDMENT, \ 3066 _ TOP �&6� 3068 \ , CENTERED IN STEM WALL. \ /- -- — — —_ -I 27x30•MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 1,$ rb/t- Brea /et. I / BATH 10 IN 'o UP FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1l7 PLYWOOD. �76M.S am of U 71 M - MULLION a I 83 SQ FT 4 A 2 SEALE07ACCESS�GryTRINGARAGESTOBEHINGEDANDSHALLBEWEATHER-STRPPEDOR LLI u :p I IJT `" w '® 'D GUARDRAIL36"ABOVE FINISHED FLOOR.STAIR HANDRAL36"ABOVE STAIRNOSING.k CB SMOKE VET. —4•T 7-10'i / 1T-71?MULLION:USE MIN.,2,1.T5X5.5 LVLS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. w O1 Q 1 2 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PA55\ 51J� THROUGH PER I.R.G.SECTION 312.2. V TOP AND BOTTOM CONNECTION: CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS. BEDROOM I LINEN /-4•-0if7 STORAGE PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR Q 248 5Q FT pi — TRIM PACKAGE.CONTRACTOR SHAL.ASSUME ALL OPTIONS. REFER TOHEADER CONNECTION:HEADER(5)MAYBE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUG,HUG,HUGO I _ _ I EN13O 0.0 1 402 5Q FT r MANUFACTURER55PECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE , OR SIMILAR. \ I'. I I SHEETROCK ON CEILING ONLY. SURROUND B HEARTH MATERIAL. L - - -. _= I_I C GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR C 1_F m 1 'T MIN.118"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. p' C W LL SHEETROCK ON CEILING AND 0 18M - MULLION U -�. - -_ -8'41I7 `� 0 in INTERIOR WALLS. ""—� O 21 V " 11P ?1P L 15 TEMPERED GLASS IL •S 1' r .fl MULLION: USE MIN.,2,2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE m UTILITY ( — — — — — I w __ = z T- w m a TOP AND BOTTOM CONNECTION:CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS OR FACE NAILS PER o T 1� �. `9 - x 1Y r-- ('- Pa6 CODE. __ �I m ki k. 101 SG FT '" HEADER CONNECTION:HEADER(S)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUG,HUG,HUGO {( 11 o 16 20 MIN.FIRE RATED DOOR WI SELF-CLOSING DEVICE. Lu p N OR SIMILAR. �__ 2 co ry • -JQ m �{yI -11 6' GENERAL NOTES < m 1 15'-61Y1 P : 2-7-- / 4'-B` 9%61/2• "'is / 15'-7 / . L h; ., • .. -„ ,-s-_ -iii viimiiii iBBBNMI'iiN l MOM iiiii4I000ONY i l_T-71-4 \ . \ . —'� 0 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. IIILI I . , + \ -1 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. V el . ;` I I z L- 3.VERIFY HEADER HEIGHTS WITH SUPER. O tr I : I Q I .. I 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"O.G. STUDS, UNLESS NOTED z — I r— J -. OTHERWISE. r .. \. . W I- • H GARAGE I 5.ALL INTERIOR WALLS ARE 2 x 4- 16" O.G. STUDS, UNLESS NOTED z al �/ 552 50 FT OTHERWISE. W IVZ (3 J v _ b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER v N / I ^ I I ^ I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR L )J L J I LOCATIONS. �. o V I z W - Q ENERGY CREDITS 0 ri ENERGY CREDIT 1a 0- Q 0 ff EFFICIENT BUILDING ENVELOPE D ul 0 r — WINDOWS: U=0.26 0 Cl' - FLOOR: = R-38 INSULATION -J - - SLAB ON GRADE - R-2D ENTIRE SLAB ENERGY CREDIT 2a Z =, 6 QU AIR LEAKAGE CONTROL & EFFICIENT VENTILATION •;,g excl.; - AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR —i s9Po - WHOLE HOUSE FAN PER SECTION M1501.3 EL nip ry =wDow L J ENERGY CREDIT 3a ce gib 4waw HIGH EFFICIENCY HVAC EQUIPMENT 0 ==a 2 0OD o=>wz • GAS FIRED, PROPANE, OR OIL FIRED BOILER 0 y- wo 10'-6" 22'-6" 11 16' o" WITH MINIMUM AFUE OR 94%. J '22'2289 551-6" IL. wa=LL ENERGY CREDIT 5c i=w�1 00200 EFFICIENT WATER HEATING =w"w� Ws - GA5 FIRED, PROPANE, WITH MINIMUM EF OF 91%. Z �; s •-HEADER CALLOUT _D POST SCHEDULE HEADER SCHEDULE 20H RAE 8O" 4_HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH �w soo OPENING OF DOOR OR ADJACENT DOOR. zwzNLL CALLOUT MIN., USE ALT 1 MIN-, USE ALT 2 MIN., U5E CONNECTOR (IF BLANK U5E NOTES t1—I my,.D XXP DEFAULT, ABOVE) CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN-, USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IF PLAN AREAS gg5 V / Elwrr _o2§ lOP 2- 2X4 4X4 USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) MAIN FLOOR 1 ,889 SQ.FT. F E_rg 11 P 3- 2X4 2- 2X6 4X6 20H 2X6, "L" CONFIG 4X6 CCi 12P 3- 2X6 6X6 4- 2X4 21H 2X10, "L" CONFIG 2- 2X8 4X8 BASEMENT 1 ,271 SOFT. OWNER APPROVAL 13P 6X6 PT 22H 2-2X10 4X10 TOTAL LIVING AREA: 3,168 SQ.FT. INITIAL: 23H 5.5X10.5 GLULAM 3 — PAGE: DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL- SEE STANDARD STRUCTRUAL GARAGE 551 SQ.FT. SPECS PAGE. DEFAULT BOTTOM CONNECTION ON PLATE: (2) FG OR(2)A34 WITH SCREWS, OR(4) 16d FACE NAILS. 'DEFAULT HEADER MATERIAL 15 DOUG FIR#2 OR BETTER. DECK 243 SCR-FT. AS 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. FRONT ENTRY 10 5Q-FT. - DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. `DEFAULT TRIMMER, USE(1)2 X STUD OR SIMPSON LUC HANGER EACH END. OF: ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/8"ALL THREAD, EPDXY 6" INTO POST `DEFAULT KING STUD, OPENING 6'WIDE AND LE55 USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE. STORAGE / UTILITY 509 SQ.FT. BUTT, AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE NET SET OR EPDXY. 'DEFAULT KING STUD, OPENING WIDER THAN 6', USE(2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. • GENERAL NOTES DESIGNED h`': J. SYKORA, GPBD 0 \ 15'-10" \ 22-0" \ 22-8" / 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. '� DRAFTED BY: 04 r "1 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. t \ 10'-6" \ 11'-6" \ r ____1„--1-1 - / a 31Cf --� -�- SCALE ,") r - r7'-9"_ - 1 ; -F- - L �3P J 3.VERIFY HEADER HEIGHTS WITH SUPER. A? 7,'71, `- ►<, ,- ^� 73P DECK BEAM 114" = 1' U.N.O. b - - _rc 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"0.G. STUDS, UNLESS NOTED 0 CANTILEVER Ir 436 Di= r A7 �_ IT Ti I �� - N u - �� I�m �['� �� _� 13P OTHERWISE. w - -I L I II )�H- 11 Ik � - f+�� ' 9-14-20 5A I _ _ L J I - I 5.ALL INTERIOR kNALLS ARE 2 x 4 - 16"O.G. STUDS, UNLESS NOTED a 8 r A7� 5A r 1� 71M h 1f- 17M 1r i 77M .1I I I. I 2 X 12 TREATED JOISTS 16" D.G. OTHERWISE. / / F Al / __-_- t--I I A4 - I 5/4"COMPOSITE DECKING 1 __► l_ -I_ - _ - I II II II II II II II II II II II II II II II II 11 I I o L It - - ;O 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER j78M 78M 5A DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR A4ri I, I. DECK BEAM II 11 II I L A4 - 5 ITT-5" -� 5 LOCATIONS. 01 11 7/8 BGI 90 2.0 @ 16" D.G.4 I I I I I I L I L J L JAIL J Jr J L J L 1y J L Jl l Al , I f. I / / � 5 Arni y _-a - L _ r_ • FRAMING NOTE SEE NOTE 62J - 1 1/8"PLYWOOD WITH i 1l2'GYPCRETE. � - -- - i � - - -- ` 1 A87 "I 11 7/8 BC! 6500 1.8 16" D.G. 1 II II II II �I II II II II II II II II II A4 r 78M 78M 5 71P 43B I 73P 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 1 1l8"PLYWOOD WITH 1 1/2"GYPCRETE. I I I I I I I I I I I I I I III II II II II 1 o ry f A41 A4 5 5 -4 9 VI--5 0 2. COORDINATE INl MECH. & ELEC. FOR LOCATIONS &SIZES OF A4 A4 - - I tr FOUNDATION/SLAB/JOISTS BLOCKOUTS. 6 II II II II it ADDED JOISTS FOR (I II II II it II II II cNi A4 KITCHEN LOADS T 7 - 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR n A7 - SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT - ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL �' y, �y+ -sEAwNG WUL_ -1N II II II II II II II II II II II II II II II II II II 11 7/8 BGI 6500 1.8 16" D.G. PRIOR TO THE FABRICATION AND INSTALLATION. '1 �w �1 b ti !!1. '¢t'IA 1 6 A4 1 1/8"PLYWOOD WITH 1 17 GYPCRETE. N , A4 7 4.ALL TRU55 TO TRU55&TRU55 TO BEAM CONNECTORS TO BE DESIGNED • A7 •---11 - BEARING WALL -, 'i, II II I II6 II II II I IIIIII I II I I I II BY MANUFACTURER 1111 II i- -- - _ A4 _-_, _ N rta__ _ - - BEARING WALL' TOP _F I I 6 6 :c �ONA1 I N I A4 A4 Idi7 8 r 5. FLOOR SHEATHING TO BE 3/4"GDX OR 058 STURDI-FLOOR T&G, GLUE j�J/20 " m i h A - 70P - -1 A7 - - n - 7-_-= �� -1 -'r' =U�J- i- - -70P m r -_-1L- A7 AND NAIL W/RING SHANK Sd's @ 6" EDGES& 12" IN THE FIELD. FACE tarty w�lYy2 4 - Al ,_ b - 70P 11L ° 4.11-1 E - ' - - - -1- - - - GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE V16" g BEARING WALL -,- 7 _ 1 L- -- --__ BEARING YJALL_ - 7 - - ..I 6/ 1.-latt1$ �vE'44 1 i , - - - - 1 A7 A4 ! 40B UP - - b - -�- - - 6 - A7 O5B OR EQUAL. IS Fat It s 41.6„�k A4 \ iN - r-- - I 'Trams aNLY. w A4 k, 1 L_I • , I REcesseD SHOWER 6fl I N 405 + 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST FLOOR AREA 6 ? o LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO a 4pg 27 A4 ry m FLOOR HOEDOWN LOCATIONS. 0 .' L I ' 1 - - -H I r4 / ki -yr -I r• r r 1 1 FLOOR BEAM Air -i - _1 ,2, I 2 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING •9 I _ - - - I - - _BEARING WALL 7- P4 A4 LOCATIONS WHERE THERE I5 A LOAD BEARING WALL ABOVE. A7 N �^ 2 I FLOOR BEAM A7 6 A7 " \ I I I 18'-1 718" N tel II 114 41 B in 1 A4 FLOOR BEAM II A4 s O '9 2 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. E 2 2 I 11 7/5 SG! 6500 1.5 16 D.G. I t IL , _ i 71PI1 b I A7 71P _ - A4 A4 ry L - - - -BE" NG IWALL - -I IL ® J L 1 J L J f J� J rTJ I q. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 0 1 b PCRETE. .- 174. _ / I I 9 b 1� -r -L1r 1 p -I r 7 Alr xr: CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM z m m 0 cv 1 118'PLYWOOD WITH 1 1l2"GY - - - A4 L- Al 6 •4213 1 A r - - CONNECTIONS. re X W 1 t6 8 I ® A' B N a Al I 4 I 1 I 4 4 \- 11 7/5 BGI 6500 1.8 16" O.G. I N 3 61 2 I A7 - -I 1 - - - - -- Al , r - Al I 1/8"PLYWOOD WITH 1 1/2'GYPCRETE. u:Ji1t..Jt li[:J il_:. L J,L.i::_iL ,: Jy_,. JL': JL "-J -3i JL• Ti JL JO N 1�1 ° i of L -i4L- 1 - t /�4 A4 I A4 0 ei, 1 /N�� r I- I z c0 • 17 1 0 LU t A4 I I A4 _/ • � CiA7 5 ° 5 -JJ TLJI JLJ _J J J / L J L _ Z A4 A4 /. / / / di iti 1 W LU Ifi \ 10'-6" \ 12'-S1/2" \ q'-6 1l2" 16'-6" \ b'-b" \ J ( O I I I I v IL Z E. . L_".„J IKJI -1 \ 55'-6" TYPICAL FLOOR ASSEMBLY W X - MAIN FLOOR FOR FRAMED FLOOR p LU o FLOOR FRAMING Ix 6 1 1/2" GYPCRETE a- el 0 l[1 " 12FD FLOOR DIAPHRAGM 1 1/8" PLYWOOD O O SHEATHING: WITH JOISTS AT 24" OR 11.2" OC, USE MIN., 24 OG RATED, APA 51URD-I-FLOOR; EITHER pi " 3/4" SPECIES GROUP 1, OR1/S" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. GOOD FOR 130 PSF, TL _ @ L/360 DEFL. • - SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OC RATED, APA STURD-I-FLOOR, MIN., 11/32"THICK. {` '' r-� MAY BE 055 OR PLYWOOD. GOOD FOR 245 P5F TL @ L/360 DEFL. z SHEATHING LAYOUT: CASE 1 PER IBC2306.2.1(1) att inog z0a< 7 1 ° ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS pro- w� ° L A4 J SUPPORTS. w aw NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR#q SCREWS, AT 6" EDGES, 12" FIELD. '‘....-1 ,2> ZN§ ' L_ J / BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND CONNECTIONS TO 5HEAR WALLS D.,,fl BELOW. 11 1/8" ENG. JOIST - z °`pi*" 1 1 iw�00 A^ it§Op !W A4 R-30 INSULATION � �o�_�� 13DD FLOOR DIAPHRAGM X '2 2 ¢ \ �._6.. \ �wwo w3ao� DECKING: USE WOOD OR COMPOSITE DECKING PER ARCH, MIN, ACTUAL DIMS: 3/4"X 3.5". _<"<1"�a000 rczrIo BEAMS DECKING ATTACHMENT: USE DECKING SCREWS, LENGTH TO ENSURE 2" MIN. EMBEDMENT INTO n/ aWNwo FRAMING BELOW. USE 2 SCREWS PER DECK BOARD PER FRAMING MEMBER.AT DECKING SPLICES, TYPICAL FLOOR ASSEMBLY iL did CENTER SPLICE OVER FRAMING MEMBER AND USE 2 5GREW5 PER SPLICED END. IL ,_. DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. �I Fo J DEFAULT GLULAM,LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L 15 1.5E,2,300 PSI, MIN FB. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORT BEAMS. FOR CONCRETE FLOOR CY oosffi� !c oo DEFAULT WALL CONNECTION:3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. O �±' DEFAULT END POST CONNECTION: LGE,ACE, EPCZ, EGCQ, OR SIMILAR. �mi..o DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4,LCE4Z, OR RTC44. 4" CONC. O O0g, ifro DEFAULT MID-POST CONNECTION: LPGZ, PCZ, CCQ, OR SIMILAR. R-2® RIGID FOAM -1 5§o° DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGO OR SIMILAR. JOISTS AND RAFTERS wF.oo N. CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MN., USE CONNECTOR(IF NOTES DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION 15 GONT OR SKIP BLOCKING AND H2.5,OR H1,OR A34 WITH < a • - BLANK USE DEFAULT, 5GREW5. .1'--: *;:..4 ! :4. OWNER APPROVAL DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. ABOVE) ,- . •' - �� - DEFAULT SAWN FACE MOUNT HANGER 15 U,LU,OR LUS.USE SLOPED/SKEWED INHERE APPROPRIATE. 3013 6X8 4X10 HUG TO CANTLVR END OF 3213 ,jr - INITIAL: DEFAULT DECK JOIST HANGER 15 U OR LU(NOT LUS)WITH GAIN SCREWS(NO NAILS.) ==i l l _ "� PAGE: 31 B 6X12 3.5X9 GLULAM 5.SX7.5 GLULAM DEFAULT SAWN TOP FLANGE HANGER IS JBA,LB,BA,ORB(WELDED APP, USE LB,BA,ORB) � _r III -_I I 32B 5.5X12 GLULAM 3.5X13.5 GLULAM ANY NATIONAL I-JOIST BRAND,EQUAL OR STRONGER MAY BE SUBSTITUTED 1� I II IIIII-IIIII=IIIII- - _ 33B 6X12 3.5X1 GLULAM 5.5X7.5 GLULAM DEFAULT I-JOIST FACE MOUNT HANGER IS IUS OR MIU _ I, AS 34B bX10 5.5X6 GLULAM DEFAULT 1-JOIST TOP FLANGE HANGER 15 ITS,HIT,OR MIT -1A I I III I i 4 _ 4013 1.15X11.8 LVL CALLOUT MIN.,USE ALT 1 MIN.,USE ALT 2 MIN.,USE CONNECTOR(IF BLANK USE DEFAULT, NOTES 415 2, 1.75X11.8 LVL3.5X11.8 PSL ABOVE) b MIL. VISQUEEN OF: b0R 11.8 BC!60 2.0 @ 24"11.8 BGI 6000 1.8 @ 19.2" 425 2, 1.75X11.8 LVL3.5X11.8 P5L MAX. COMPACTED FILL 43B 6X10 PT 62J 11.8 BGI 90 2.0 @ 16" DESIGNED BY: Floor Joist Blocking per IRG 502.1 h 2 Y Funnel Flange FLOOR FRAMING DETAILS J. SYKORA, GPBD ry (Seismic Design Categories D1 & 02) DRAFTED BY: wi BC! Joist Ilol-1 17i SIDING REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Blocking ' Supports 1�/s"t01�/2 TYVEK HOUSE WRAP SCALE d; ports1an es 11/2"GYPGRETEFOR ,� COORDINATE W/ MECH. & ELEG. FOR LOCATIONS & SIZES OF 6 6 g RADIANT FLOOR HEATING / 1/16 OSB SHEATHING 1/4 1' U.N.O. a ITS f/ FOUNDATION/SLAB/JOISTS BLOGKDUTS. i - FLASHING DATE yl ^�latt; - ---- • DECKING FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE IS FOR W `'� + 1�lXlxlxlxlxx 9-14-20 a 101 S. +'o"� �T 11J5"PLYWOOD I I 2X12 PT.JOIST 16"O.C. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND I „ ' .f 51MPSON ZMAXLU410 SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR Si, I 1 4 1_ FASTEN 2X PT LEDGER WITH i, (s) ROWS0F 1/4"X41/2"SOS) f' 1 /I �y -� I�u IISGREYVS @ 9"O.G. / APPROVAL PRIOR TO THE FABRIGATIONAND INSTALLATION. Intermediate 1 `` II /---5 g , i Bearin I YI ADDED 2 X BLOCKING 51MPSON DTT1Z A5 RE&LJIRED ALL TRUSS TO TRU55 & TRU55 TO BEAM CONNECTORS TO BE g / I _ , G �� FOR DEPTH (4)LOCATIONS EVENLY DISTRIBUTED (.HALL OR BEAM) Nailing per local c``� `" ti _� INSTALL(1)WITHIN 24"Or EACH END DESIGNED BY MANUF. code provisions Wy'/--I — 2 X 12 TREATED DECK LEDGER 1 Ky Typical ITS Installed on LVL , FLOOR SHEATHING TO BE 3/4" CDX OR 05B STURDI-FLOOR T&G, GLUE AND NAIL IN/ RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" 1$ 1 CONTINUOUS BLOCKING 4 TOP FLANGE HANGER 1 DECK LEDGER 05B OR EQUAL Al Al Al n PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 1 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING r !6 I t.. LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. tioll • 0 m a ° m si, s I, ALL CONNECTIONS TO BE SIMPSON OR EQUAL. P er rig, I 3 (d (o ®i 3 sine, /a INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Ili noa l ¢�t� de )o S t m ` CONNECTIONS A5 WELL A5 FROM TRUSS OR RAFTER TO BEAM _ _ u- �r<5e ( ij 2W ° I • AC CONNECTIONS. o ?° c,) \° I� ,' lateral�`� EXPOSED WOOD - ALL MOOD EXPOSED TO WEATHER MUST BE o ' rUV• `` 1,�„ ° �? Ni PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE r v si -t 0 P ° LABELED ACCORDINGLY. IRG R311.1 & R311.2 F ti ;:t FASTENERS FASTENERS FOR PRESERVATIVE TREATED WOOD AND tr o Nail Boise Rimboard : FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED p a' to BGI®joist with Sd -� Right ° Left OR STAINLESS STEEL OR EQUIVALENT. z ° `n m • r -- Typical ACE — m r nail into each flange. .sue d yp WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED IY X iK \�` Installation ►u o o ion- ro WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRC R602.11 9 m v N GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT m 0 z 2 w p m RIM BOARD 5 JOIST HANGER — LU OR U 2 AG POST GAP WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. Al l�)l 1 Al RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. III IRG R312.1 . , ) ZCI PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND Z cv r:3 ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING 23/32" MIN. PLYWOODIOSB Funnel INSPECTION. OR RIMBOARD CLOSURE. Flange"" Z A 1 " �_ 111 .i- 1/r F Locator \`�� (n W lb ° Tab — �.�_` Z (— NAIL WITH Sd NAILSaskals BC!®JOIST BLOCKING Tf) LLlINTO EACH FLANGE. REGcUIRED FOR CANTILEVER. • v s•m TYPICAL FLOOR ASSEMBLY = zH el FOR FRAMED FLOOR } I ° IY I a s O � ll 1 1/2" GYPGRETE IL e < or /I' J 1 1 1IS" PLYWOOD -1 I r. InrN p i , rZ 1�4� _ — Dei F FU 1 CANTILEVERED JOISTS 6 I —JOIST HANGER 3 ABU POST BASE .ji, l7l =eU o � A ONWK CCU QWU- :404 Z 11 1/S" ENG. JOIST - NyUQQO � n Z�WKW R-30 INSULATION V / owl�a Z U('J7 r ?WNy_y 2FK00 II H P1 I111, 5V�sFtccalr; II ^/ wE.w 11 1/8"BGI JOISTS I 011 a< «lo at' II TYPICAL FLOOR ASSEMBLY pg.. � =w�a 2o=,o <w�a< R301N5ULRTION -- LI- z3NLL lir FOR CONCRETE FLOOR LU .19:i =�oaz CONTINUOUS BLOCKING o Ei ��`a. O$WW FLOOR BEAM 4" CONC. ® 41:cg amvi o 6X6POST •- Rxo RIGID FOAM —1 °1661 =ra g I ¢ F ABU BASE — . $ 0 0 3¢zp w po r r-z .' �... . .•ice . a' m 24"X 24" GONG. FOOTING IN(2) _ - ^ ... GRADE40#4 HORZ. REBARI OWNER APPROVAL I O • dG I III • el 6 MILL VAPOR BARRIOR �� _ L - __ ___ _ INITIAL: \//\%\/ \/\\i,\/, />//\//\//\j/1 uli= l :iiiiu ullill� ,—lilil;1 • - PAGE: /v/i� UNDISTURBED SOIL %v/iv//v�iv/i I!III I!III flllI q1I =IIjI= Ilih'F Al \\i\\ v , , , ,;./\\/\\/\/\\/\\/\ 6 MIL. VISOUEEN 1 ® INTERMEDIATE JOIST SUPPORT COMPACTED FILL - OF: Al 1 DESIGNED BY: 55'-6' FLOOR PLAN NOTES EI 4 J. SYKORA, GPBD® SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND N 15'-10" 101-6" - 11'-6" 111-8" 5'-0" AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACGESS TO EACH SEPARATE SLEEPING DRAFTED BY: a Ti AREA. IN NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR 9 L. ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. t a. © a3" a3• r0lr �_ SCALE ,°D /1� 3'-0" 3'-0• �� 3•-0" 2 SHELF AND HANGING ROD. 1/4" = 1' U.N.D. Di c T -Ft ' MI `o W22-3070 W21-3010 1A20-3010'. ' _ _ _ 2 N C' I� 0'.fi G I^� BUILT IN SHELVES. DATE 6 m a 3'-O" Jr 3•-0- J.J. 3'-0--.I,1.-3-- -.. .. ✓ W -I V124-3044 W23-3044 15 an I15 15 m ! } - A ~ $ $ o Iv 78M 96" 78M 1 r 9-14-2IA rc 0a• N a 1 4 - 4'GEILING . �ti33-, b _ DECK ry 71_ 0X'3' xy 0'9- �H� I' `" 243 SQ FT `"• u, 4 CABINET-DINNER/CONTRACTOR TO 1'-10" 3'-0" I� 3-0" I 3-0" AX 3-0- 1 3• a 78M I T T VERIFY. W28-3060 I W27-3060 1 W26-3060 I W25-306 i 1 to 1%111_ ' N �' EGRESS W INDOW5 SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 - \ ' • C r ELI m 'D q- N N N zit 15 FF - FLOOR TO FLOOR HOLDOINN Q�H m �H ' DINING II SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" ry I%'I 78M F 78M 78M qb" 5 I 88 5Q FT IJ 0'-3•!i $ HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. lITGHEN za' 4.0 ao 4•-0 z-to- . 3•-0• MIN.,CAPACITY:GOOD FOR 1105 LB TENSION. 1Sfi tf2 / WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH STRAP: USE G516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND S. 00 w -04 SQ FT W 19 4040 �� W 1l 4040 �� W 15 4040 6 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. m W784070 W164070 W144070 BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. N i CEILING � : r FAU.ON 16"HIGH PLATFORM.TOP OF PLATFORM TO BE i 1/8'T&G PLYWOOD. IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. 1' O O r TRANSITION-- EMI I15 �i 15 20H 20H 15 20H 20H Cr: ND SIDES TO HAVE 1 LAYER SB'TYPE X GYP.BD. NO FURNACE SHALL �6. 96" ca� Tim %" 754" Tim j 96" 754" ❑ .7I� 7 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM. END DISTANCE: 13"MIN.TO EACH UPPER AND LONER STUDS.APPROX TOTAL LENGTH=26"+ DEPTH OF FLOOR SYSTEM. ` I I I 1rj I BATHROOM,OR CLOSET PROVDEATLEAST30OFWORKNGSPACEINFRONTOF I I I I l' .o o co I FURNACE. n r 1'1 HD - EMBEDDED TYPE STRAP © ok _ No 7SM > LL --- I I I c LL 2DH `v q 5 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ® I I I u, 96 < Ala INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES I O O CK = I I I RESULTING FROM THE QUICK CLOSING OF THESE VALVES.DRAIN OUT,NO TRAPPING, - ALT1 -HOEDOWN-EMBEDDED STRAP TYPE N J B (/ END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN.TANKS SHALL BE b b z I I F STRAPPEDK ITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN MIN.CAPACITY:GOOD FOR 2155 LB UPLIFT. a o CillIan MASTER BD RM I I / \ \ EARfI QUAKE. 3 211 SQ FT I I I " HOEDOWN:USE L5THD8 FOR NO RIM JOIST CONDITION. te PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF FOR RIM JOIST CONDITION USEL5THD&RJ. LL I I fANTROLVALVE58W4TEATWASHEREXHNSTDUGT55HALLNOTEXGEEDATOTAL � �AR� w COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET.THE MAXIMUM LENGTH OF �,el, NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. 1 �` 8 I°' 7$M , at - I VAULTED CEILING THE DUCT SHALL BE REDUCED 4.5 FEET FOR EACH 4&DEGREE BEND ANO 5 FEET FOR OF W 4/ • it EACH 90.DEGREE BEND.A MINIMUM 4-INCH DIAMETER FYYaUST DUCT OF % A �r I: STUD:USE LARGER OF:KING STUD AS SPEG'D ELSEWHERE;OR CHOICE OF 2-2X,3X,OR 4X. 0 1 Y SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED W TH BALK-DRAFT DAMPER. �r b' ,1 a ALT 2-HOEDOWN-BOLT TYPE o 4CEILING , € q' m of CEILING Y MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE �; 110 HOEDOWN:USEHDU2. I OE PROVDEDWTHAMECHANICALFANLONNECTEDTOTHEOUT5IDELAPABLEDF50 A''I,'. 1. LAGS:USE65D51/4X2.5TOFULL-HEIGHT STUD PER ABOVE C.F.M.AND SHALL NOT TERNINATE CLOSER TRAM 3 FEET TO AMY OPERABLE 11INDO11 �' s' � a • .UET. � I W m OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154 INCHES. DRYER,KITCHEN, ANCHOR BOLT: IF WET SET,USE 518"DIAMETER SSTBI6, OR 5/8"ALL-THREAD WITH NUT AND 3"WASHER ON oO I I I U I w O 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK -'h f L e EMBEDDED END. MIN EMBEDMENT= 12".IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM I o v p PRIOR TOINSUL4TION FOR FRAMING INSPECTION. EXHAUSTFANSTOBE 7r b _ m 13 al CONSTRUCTED OF SMOOTHBORE.NONCOMBUSTIBLE MATERIALS. APPROVED FLEX /{.� OF FOOTING, MAINTAINS"GOVERAT BOTTOM OF FOOTING. tV ® rifi ) TOP ` I c_ N CONNECTORS NOT EXCEEDING b FEET IN LENGTH MAY BE USED IN CONNECTION WITH 1,111111110711 VW h2 2 - IF ROTOHAMMER, USE 5/8"TITEN HD OR ALL THREAD 8 EPDXY,WITH 6"MIN CONCRETE EMBEDMENT, CO Im _ CI W DOMESTIC DRYER EXHAUST. P 3080 308E 70PF� lOP - - - - DN IX Gi��(W><6R`s 5E+1� i CENTERED IN STEM WALL. J Ara 3J - - - I FAMILY 2?X30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM GG q• • I a•-21fY Jr Si- l/1• 5'-6• / 54150 FT 1 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 17 PLYWOOD 15 JI Q.I.lesti. - I SWAGE UST U _ O . O HALL ACCESS COVER GARAGES TO BE HINGED SHALL BE WEATHER-STRAPPED OR TE,M,S �N(.Y Ili TiM MULLION co 0 1 LL - O 1 O /1 I SEALED TIGHT. .4 4 v ® I m_ w I v -- -_ oer. `D PANTRY _- - - - - 12 I t - - �- - 1� 6 m ;,v I _ ANTR h F k-1•-1t• 6 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. MULLION:USE MIN.,2, 1.75X5.5 LVLS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. A13 2 ® iii 10_-�I 56 5Q FT !� Hsi A13 12 INTERMEDIATE RAIL SPADING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS e N _ ___R N N __ TOP AND BOTTOM CONNECTION:CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS. 17 ' ` - a_ - - _ _ _ THROUGH PER I.R.C.SECTION 312.2. 0 _ _ U JT Set V 4CEILING f- I -I 5080 - I Q I PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR HEADER CONNECTION:HEADER(5)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC,HUC,HUGQ b'-T 1f2 // 3- 1 - - L - - _ TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO O OR SIMILAR. I �� IT LINEN STAIR 151 13 MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE td c.�FT SURROUND&HEARTH MATERIAL. r V ° T Vat: t_ 82 5Q FT o " L Iii . 4-? \2- / v GARAGEFLOORSURFACESSHALLBEMIN.4"CONCRETE. SLOPECONCRETEFLOOR c'CLOSET d nsQFrIc 1 T MIN.118"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY ORTOWARDS FLOOR DRAIN. is O01 _ 17--�I 3 I I� 2 /� 4-1117 1' ___ 16'-0- Q MULLION: U5E MIN.,2,2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE. MASTER N 0 3 4030 ��.- N 15 2oH o 15 TEMPERED GLASS O Cr a) , rEXPOSED CEILING BEAM BLL_____) c 4CEILING a A m II-I TOP AND BOTTOM CONNECTION:CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS OR FACE NAILS PER . 1 �ATH in ry LAUNDRY I 70P f 7oP ___ i ? f 73 CODE. 132 50 FT m 118 50 F q•CEILING r-2 a o fra .O !Y t6 HEADER CONNECTION:HEADER(S)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC,HUC,HUGQ WALK IN CLOSET i �` a 10 15 'b W08 4070 1 6 20 MIN.FIRE RATED DOOR WI SELF-CLOSING DEVICE. W p O OR SIMILAR. =3080 1q SQ FTg R_ I! 6 �ti 10 I b W09-0028 Q V CV 4-2- I / 8'-10" // 13%6- I f f SA" 4-6" / O dpid 1 A:A TOILET w ~ 0 4 Z �an 65QFT ZQ ( 3 a ° m I R. e GENERAL NOTES la •I: < 1n s _Iin r® o .° o 0 3 p Egr---�. I I PO DER Cl 3 • �r_ _ J I 39 Fr 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 3oao . 4-1 / ENTRY 4 %bal I 16 L _ _. 1145QFT r 15 in O co r 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. v (N • I to ® q S. U v o (v 4 mZ co Im zo N. CLOSET l o o `LT in 3.VERIFY HEADER HEIGHTS WITH SUPER. O ,.� 31 5Q FT L_I in 2 o Q - 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"O.G. STUDS, UNLESS NOTED I4'-0" -0{ I' Pillz 0 15 H OTHERWISE. W _ . n al 5.ALL INTERIOR HALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED Z1-1-1 1 , il i WOt-6118 l8M W02-2670 OTHERWISE. al - • to•CEILING - s - - W03-2518 ' O 16'-Q b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER li • ARAGE I �� _ ., r- I 6'-6" DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE 1^IITH DINNER FOR 52 50 FT ; . . I 73P k _ • I' .. ' ' •: - -i:. - . • I . 4 73P LOCATIONS. I I I- L_ J f.. L _ J , \ in Rai re )- " O 14 14kp ENERGY CREDITS ICI Q �r A13Fa II 70 © ENERGY CREDIT 1a in v 11P 1 24.? ® s EFFICIENT BUILDING ENVELOPE O - WINDOWS: U=0.26 cV 78M}� :b - FLOOR: = R-38 INSULATION o • - SLAB ON GRADE - R-20 ENTIRE SLAB Fall 122 m r. • ` ' ENERGY CREDIT 2a =' 2 • 2w=3 wooer AIR LEAKAGE CONTROL & EFFICIENT VENTILATION „a� o wm Z. -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR ,,_o awo_ CO 0 23H >� :- - WHOLE HOUSE FAN PER SECTION M150-I.3 J =w°"w m gCg=0 O OIL ` , .` .. �_• FpW _ laoeo ENERGY CREDIT 3a a oaii$ 0 _ HIGH EFFICIENCY HVAC EQUIPMENT 3w q�m F EXII - GA5 FIRED, PROPANE, OR OIL FIRED BOILER O m w WITH MINIMUM AFUE OR q4%. QQ3a9= gitr 0 ENERGY CREDIT 5c ¢_�o°rr ao15.o ,• , . %Ai EFFICIENT WATER HEATING 1.L =3"� o2�<_ POST SCHEDULE - GAS FIRED, PROPANE, WITH MINIMUM EF OF 11%. os2« 20H HEADER GALLOUT Z 0 o00 HEADER SCHEDULE So„ +_HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH - 5. oc., A AREAS o 0 CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK USE NOTES OPENING OF DOOR OR ADJACENT DOOR. PLAN AREAS ....pc.- .0oog f2U 2.22 mew,_ XXP DEFAULT, ABOVE) GALLOUTMIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF BLANK KING STUD, EACH END (IFI w<fo lOP 2- 2X4 4X4 USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) MAIN FLOOR 1 ,SSq SQ.FT. ~ tn_ ii P 3- 2X4 2- 2X6 4X6 20H 2X6, "L" CONFIG 4X6 BASEMENT 1 ,211 SQ.FT. OWNER APPROVAL -12P 3- 2X6 6X6 4- 2X4 21 H 2X10, "L" CONFIG 2- 2X8 4X8 'I3P 6X6 PT 22H 2-2X10 4X10 TOTAL LIVING AREA: 3,16b SOFT. INITIAL:- _ 23H 5.5X10.5 GLULAM 3 GARAGE 55q SQ.FT. PAGE: DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL- SEE STANDARD STRUGTRUAL AS SPECS PAGE. DECK 243 SQ_FT. DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR (2)A34 WITH SCREWS, OR(4) lbd FACE NAILS. 'DEFAULT HEADER MATERIAL 15 DOUG FIR#2 OR BETTER. FRONT ENTRY 70 5QFT DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR(2)A34 WITH SCREWS, OR PGZ. `2 X HEADERS MUST BE IN TALL ORIENTATION W . . WITH FLAT 2 X NAILED AT BOTTOM IN "L"CONFIGURATION. OF: DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. 'DEFAULT TRIMMER, USE (1)2 X STUD OR SIMPSON LUC HANGER EACH END. STORAGE / UTILITY 50q SQ.FT. ALTERNATE BOTTOM CONNECTION ON CONCRETE: # 5 REBAR OR 5/8"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 MAY BE WET SET OR EPDXY. 'DEFAULT KING STUD, OPENING WIDER THAN 6', USE(2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. DESIGNED BY: 1NINDOIN SCHEDULE J. SYKORA, GPSP 2 NUMBER OTY FLOOR SIZE EGRESS TEMPERED DESCRIPTION ROOM NAME COMMENTS QTY NUMBER DRAFTED BY: NO 1 1 6118 PIC. ENTRY 1 1N01 NO2 1 1 2610 YES BOT. ANN. ENTRY 1 NO2 - SCALE NO 3 1 1 2518 PIG. ENTRY 1 NO3 a 1N04 1 1 4010 YES BOT. ANN. ENTRY 1 1104 1/4" = 1' U.N.O. i"105 1 1 4018 PIC. ENTRY f 1 YV05 OAT= a Y406 1 1 4010 YES BOT. ANN. ENTRY 1 YV06 9-14-20 N01 1 1 4015 PIC. ENTRY 1 YV01 1N08 1 1 4010 YES BOT. ANN. FAMILY 1 NOS Y"109 1 1 4025 PIC. FAMILY 1 YNO9 1N10 1 1 4010 YE5 BOT. ANN. FAMILY 1 YV10 1N11 1 1 4025 PIC. FAMILY 1 YN11 1N12 1 1 4010 YE5 BOT. ANN. FAMILY 1 YV12 YN113 1 1 4028 PIG. FAMILY 1 YV13 N14 1 1 4010 YES BOT. ANN. FAMILY/DECK 1 N14 YN15 1 1 4040 PIC. FAMILY/DECK 1 YN115 V416 1 1 4010 , YE5 BOT. ANN. FAMILY/DECK 1 1N16 is Y^I11 1 1 4040 PIG. FAMILY/DECK 1 N11 x 1^115 1 1 4010 YES BOT. ANN. FAMILY/DECK 1 Nib s 1/119 1 1 4040 PIC. FAMILY/DECK 1 N19 YV20 1 1 3010 YE5 TOP ANN. DINING 1 YN120 YA121 1 1 3010 YE5 TOP ANN. DINING 1 N21i m YN22 1 1 3010 YE5 TOP ANN. , DINING 1 N22 N23 1 1 3044 SINGLE CASEMENT-HR KITCHEN 1 1 123 kN24 1 1 3044 SINGLE CASEMENT-HR KITCHEN 1 YV24 I N25 1 1 3060 YE5 SINGLE HUNG MASTER BDRM 1 N25 N26 1 1 3060 FIXED GLASS MASTER BDRM 1 1N26 W N21 1 1 3060 FIXED GLASS MASTER BDRM 1 N21 E 1^125 1 1 3060 SINGLE HUNG MASTER BDRM 1S V429 1 1 4020 SINGLE NAMING MASTER BDRM 1 1N29rA fir`! i Y�t30 1 1 4020 SINGLE AY•INING MASTER BDRM 1 YV30 N YV31 1 1 4020 SINGLE AV4NING MASTER BDRM 1 YV31 n o Y�132 1 1 4010 FIXED GLASS MASTER BATH 1 Y�132 0 YV33 1 1 4010 FIXED GLASS MASTER BATH 1 Y�133 z z — alm 75 YV34 1 1 4020 PIC. GARAGE 1 Y�134 0 ° I— I- 2 YN35 1 1 4020 PIG. GARAGE 1 Y�135 ? o m Y�31 1 0 3050 YES SINGLE CASEMENT-HR BEDROOM 1 1 '131 en ° c m K N38 1 0 3050 FIXED GLASS BEDROOM 1 k38 N39 1 0 3050 SINGLE CASEMENT-HL , BEDROOM 1 Y439 Ill N40 1 0 3050 SINGLE CASEMENT-HR , REG ROOM 1 1A140 v ry N41 1 0 4050 FIXED GLASS REG ROOM 1 1 '141 Z YV42 1 0 4050 FIXED GLASS REG ROOM 1 YV42 0 Ill < Y'143 1 0 3050 SINGLE CASEMENT-HL REG ROOM 1 N43 z A kI44 1 0 3050 , SINGLE CASEMENT-HR HOME OFFICE 1 N44 I— u 1 1^145 1 0 3050 FIXED GLASS HOME OFFICE 1 N45 Z ILI ti N46 1 0 3050 YE5 SINGLE CASEMENT-HL HOME OFFICE 1 N46 w L o N141 1 0 3046 YES SINGLE CASEMENT-HR BEDROOM 1 YN41 0 1/ 1 V145 1 2 4020 PIC. ABOVE DINING 1 Y'145 _1 < N49 1 2 4020 PIC. ABOVE DINING 1 1n141 v I z ua a WINDOW NOTES: CZQ cY EL VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWARE AND GRID D o OPTIONS, GLASS COATINGS, U-VALUES, STC RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR O N TO WINDOW ORDER. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY DEPENDING ON WINDOW MANUFACTURER. < woog OZVU INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 24001 w =° AAMA2410 METHOD "B" OR EQUIVELANT INSTALLATION INSTRUCTIONS. 'POE -02 ccaw0 TYPICAL HEADER FRAMING ILI =gi g I Min 2 y,01_'J] 0�>�wZ wwF oxa HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST WINDOW W/ 3" POST =___ to I'�y zaaoo no tzwop J J J, Jr J, ii J, JZ¢ 111 3 00 0 m-oaz 2 W,jaQ U_11 wozwa OOODU pjdFZ2 5�a�co� nmm�o �tiza HEADER LESS THAN 5' HEADER MORE THAN 5' 4( ozo� $0wc 000< CONGEAL FLANGE (1)KING STUD FROM (2)KING 5TUD5 • M TRIMMER F Nz HANGER EA.SIDE TOP PLATE TO • 4 FROM TOP PLATE TO • /7 J/ BOTTOM PLATE BOTTOM PLATE )[ • (1)TRIMMER • (1)TRIMMER (2)KING STUDS OWNER APPROVAL (2)KING 5TUD5 FROM TOP PLATE TO • FROM TOP PLATE TO • BOTTOM PLATE BOTTOM PLATE INITIAL: PAGE: Al OF: DESIGNED BY: FRAMING NOTES J. SYKORA, GFBD RI EN DRAFTED BY: REFER TO SHEET A4 FOR FOUNDATION NOTES AND a DETAILS. 1 a SCALE tD COORDINATE IN/ MECH. & ELEC. FOR LOCATIONS & SIZES i OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. 1/4" = 1' V.N.O. s 55'-6" s I h,IF FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN w f 15'-1o" 10-6" s t r-b" 11'-5" --- 1 HERE 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER 9-14-20 z EL t L __ _ J- - — SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE - - Ait 2 X 12 FASCIA-24"OVERHANG(VENTED) BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE II �� FABRICATIONAND INSTALLATION. -n -n 24"OVERHANG N C' --_� • _ ALL TRUSS TO TRUSS &TRU55 TO BEAM CONNECTORS TO w N 4 N PLATE HEIGHT AT 101 1l 7-17 ti 1X 12 FASCIA-24"OVERHANG(VENTED) A 2 0„ 18M� II or' BE DESIGNED BY MANUF. _0_ v . II 11 RD - ROOF DIAPHRAGM a II II I - Ail N T T FLOOR SHEATHING TO BE 3/4" CDX OR 05$ STURDI-FLOOR 24"OVERHANG lSM iv MANUFACTURED TRUSSES 24"O.G. ti NEa S N :fl T&G, GLUE AND NAIL W/ RING SHANK&I's @ b" EDGES & 12" SHEAR CAPACITY:GOOD FOR EH=230 PLF-SEISMIC; EH=322 PLF-WIND.MAX ASPECT RATIO=3:1. N. ♦ STANDING SEAM METAL ROOF a a - -. = -''' I I 0, : '- IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. FRAMING:TRUSSES OR RAFTERS:2X AT 24"OC,MAX. I 11 RD ROOF DIAPHRAGM TYP. PLATE HEIGHT AT 1091/8' 2 X 12 FASCIA-24"OVERHANG(VENTED) $ -3 ROOF SHEATHING TO BE 1/16" 05B OR EQUAL. FRAMING CONNECTION AT SUPPORT: 18M l I f8M II I . v1 I� -3All1 WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT-TOP OF WALL. q WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5,OR A34 WITH SCREWS,OR SIMILAR,TYP. I I PROVIDE SOLID $LOCKING IN THE JOIST CAVITY BENEATH AT LEDGER,CONNECT PER LEDGER GALLOUT. C ____L - -�- -L'J - `k_' `—' -_� �^ N, ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER SHEATHING:1/16"MIN.,OSB OR CDX PLYWOOD. 2 ? I I a PLATE HEIGHT AT 14 1n STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. SHEATHING LAYOUT:CASE 1 PER IBC 2306.2.(1) All Al 31 B 11M 5 "1"IM �A '4 f�I ROOF BEAM m Att NAILING:USE SD AT b"EDGES, 12"FIELD. d BOTTOM @,oa UV J PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR '$•*of y-'�O BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. ISM f I "in BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING .�F y l WALL ABOVE. { + 77 M MULLION o I� a2811 i— 32B r MULLION:USE MIN.,2, 1.15X5.5 LVLS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. el (Ni .• - n ALL CONNECTIONS TO BE SIMPSON OR EQUAL. L TOP AND BOTTOM CONNECTION:CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS. r ►j ti • 2'-0"� gf�I g HEADER CONNECTION:HEADER(5)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUC,HUG,HUCQ n 4 73M N N I + INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP dunce 8 Z2 0 OR SIMILAR. II 1 + PLATE CONNECTIONS AS WELL AS FROM TRUSS OR �A. tAt£C7Z'S 5E�44 I ROOF BEAM RAFTER TO BEAM CONNECTIONS. " BOTTOM®1091/8' I,� Fen, J�T4.ClG"b'4 1 I — - EXPOSED WOOD-ALL WOOD EXPOSED TO WEATHER MUST '2i-srw.s cm L-Y. Si lb M - MULLION Al,► h I 11 1I8"BCI 60 2.0"I"JOISTS RAFTERS BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO ► 24"O.C.-STANDING SEAM ROOF r-- •LLION:USE MIN.,2,2X6 CONTINUOUS BOTTOM PLATE TO TOP PLATE. I I I I I I I I I I I o DECAY AND BE LABELED ACCORDINGLY. IRC R317.1 & 11 RD ROOF DIAPHRAGM TYP. 0 2 X 12 FASCIA-24"OVERHANG(VENTED) 80L-ROOF LEDGER 3OB N R317.2 v P AND BOTTOM CONNECTION:CONNECT AT TOP PLATE AND BOTTOM PLATE WITH 2,A34 AND SCREWS OR FACE NAILS PER f lOP r . _ _1„_ J L _.1 I_ _I I_ 4 L A IL i _t_ L _1 L �1 L At_ _ J DS. , - 70P , _ 10P _ ` FASTENERS - FASTENERS FOR PRESERVATIVE TREATEDo ADER CONNECTION:HERDER(5)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUG,HUG,HUGQ2BEAwNG WALLPvrE HEIGHrAT 121 ve WOOD AND FIRE RETARDANT TREATED WOOD SHALL BENSIMIIAR. All ad A�► ROOF BEAM s HOT DIPPED GALVANIZED OR STAINLESS STEEL OR o 15 �_ BorroMrullo9,re EQUIVALENT. tr o 80 L - LEDGER ROOF DIAPHRAGM + WASHER PLATES - 3"X 3"X 1/4" SQUARE HOT DIPPED rn L N T 2-0 T LEDGER CONNECTION:WHERE A LEDGER 15 CALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER,USE 505,OR `- I Ail {A,tl GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR 1.1 Z •—tr 2 W -(n LEDGERLOK AT MAX 12"OC,STAGGERED.IF CONNECTING TO STUDS, USE 2,5D5 OR LEDGERLOK PER STUD. i_ I `- BOLT. IRC R602.11 - m LENGTH OF SD5 OR LEDGERLOK=FULL DEPTH PENETRATION INTO RIM,OR 2.5"MIN EMBEDMENT INTO SOLID FRAMING. - i < GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN W O m MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE=2" MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER=2" MANUFACTURED TRUSSES 24"O.G. I (� ( N ► STANDING SEAM METAL ROOF I X HEIGHT WHERE THE ADJACENT SURFACE OR GRADE 15 30" Q N FRAMING CONNECTION TO WALL,GENERAL:USE ANY OF THE FOLLOWING,WHICHEVER IS APPLICABLE. :o OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW 5 O z 11 RD ROOF DIAPHRAGM TYP. RAFTERS PERPENDICULAR:U5E 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS.APPLY LEDGER OVER WALL SHEATHING. w Ca (1 Cn USE HANGERS TO HANG RAFTERS ON LEDGER. 1 \ Sh L . BEARING NALL b THE PASSAGE OF A 4" SPHERE. IRC R312.1. PARALLEL RAFTER OR TRUSS TOP CHORD:LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO ♦�y — ` 33B A,1� PRE- ENGINEERED FLOOR AND ROOF TRUSSES -SHOP BE PLACED OVER WALL SHEATHING. ,V� ;' �♦j1�♦♦��♦� 10P t% . - . - _ 10P '_ __ p DRAWINGS AND ENGINEERING MUST BE PROVIDED TO w r♦�♦ : ♦♦ r♦♦♦ -1:1 EXPOSED CEILING BEAM �— I \ r MONO TRUSS TOP CHORD PERPENDICULAR USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL - �1 '♦A♦♦ � 0 =:•� �' INSPECTOR AT TIME OF FRAMING INSPECTION. V CV 0 - - .-.�1"__ rr•:♦ ♦♦ � ♦��• Q 24"OVERHANG SHEATHING WITH 16D @ 6"OC TO SOLID WOOD BACKING(CONTINUOUS RIM, PLATE,LEDGER,OR BLOCKING.) ♦�y� ♦�►•�♦��♦♦♦ ♦ ♦.Iel MONO TRUSS BOTTOM CHORD PERPENDICULAR: dJ -jl•�♦c ♦♦� :•♦♦ j�♦�� `� ry I I ,� ALTERNATE 1:HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING(RIM,PLATE, p CT III '�Ij�♦-♦P'�♦♦ ♦♦♦♦�• Q♦�Ass♦♦ j� 5 Aio 2X 12 FACIA O w All LEDGER,OR BLOCKING.) 6 y' v Z LL i',�♦♦I4A. " �♦ FRAME DOWN CEILING .`I" CI 1 ALTERNATE 2: U5E MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND TRUES HEEL=30• ♦� .♦ > ♦ " (N r'-2.0"— 4,4 •♦♦ ♦*4Y.,... 2tB@109118 r �_ CONNECTED WITH MIN.,3- 16D @ 24"MAX SPACING. x x Criss NEE 2��OVER��fLATE HEIGHT AT t21 tre- _ — — ,�' STICK FRAMED •^' r ' ^ L • (1 w ROOF DIAPHRAGM:CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR SCREWS AT 3"OC. I BEARING YVALL J"^ OVERBUILD AREA A • . �j♦Qlfr 'V'•♦ ' V ♦ BEARING WALL 111 ♦♦-•. ♦♦ ♦ -�y ri 2X,2 FACIA � O 2xt2Facw $t4s _ )FMEALLONTOP i OF GARAGE ROOF " ♦� l STRUCTURE " �� .�' f ^� a /4 19/16n ��-�.� LLHI ..., V r z "' :♦:.•♦�♦♦♦ ♦♦ BEARING WAu —z 0 , w z� 2-fl -,- ♦♦ II 18M o 0 Z31A rf 7 2X 12 FACIA - -. .' T _ r _ / e Q tv EXPOSED ROOF BEAM •• •' •• - AiII All - O O/ �yyJ ' ., • TOP®12T.5' Q k:hl l lL 113P �.� I ' I 13P p1;i Q. a ♦ 3:12 3:12♦ < L_ _ G C 24'OVERHANG 34B L- - J O co O r • • m I I II ,� I _ $SI"4P s I r N Q i = 2 X 12 FACIA lr11%SO y/ in tNV IL E G. Tle / CV / i_ G. 11 6 ► - 1 1 ni,• 51 BEAMS `N MANUFACTURED TRUSSES 24" 3'-4" s 12'-5" s I9�\ Z s zi O.G. 11p : STANDING SEAM METAL ROOF 2'-0"� y ��U� OoeS UPUiS w0ZW DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. RD ROOF DIAP14RAGM - I i' o o n8� . DEFAULT GLULAM, LVL, PSL MATERIALS -SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L 15 1.5E,2,300 PSI, MIN FB. s 2 0 18M r w 'r' �w�oi DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. M w HURRICANE TIE N._w° NFQ DEFAULT END POST CONNECTION: LGE,ACE, EPCZ, EGGQ,OR SIMILAR. 4 14 cV 4 i O \n �wpw All All All t� All �+ o°.sia DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LGE4Z, OR RTC44. T o ttl I z 3wNh 0=>wz DEFAULT MID-POST CONNECTION: LPCZ, PCZ, CCQ, OR SIMILAR. 1 II ' �'12-2 DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGQ OR SIMILAR. I ♦ 1 re > w=Fwo 0 m 00,. GALLOUTMIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR(IF NOTES I a I 2 0" ✓ a ri' QzQoBLANK USE DEFAULT, oABOVE) •4. — _ _ — iF- p33o SOB bX8 4X10 HUG TO GANTLVR END OF 32B I _ - T I N 1 1 1 B 6X12 3.5X9 GLULAM 5.5X1.5 GLULAM = = N n M = x --L- 3i�— wo_wa II _ `' i4 0 ° ',°+ ey zwoo 32B 5.5X12 GLULAM 3.5X13.5 GLULAM 7��s 1 o! Rigid o Typical ACE g�i 33B 6X12 3.5X9 GLULAM 5.5X1.5 GLULAM N 2 X 12 FASCIA-24"OVERHANG(V�ITED)u ; o 4 Installation O _� 34B bX10 5.5X6GLULAM A11f .,its.-—_- (aWF O. 10'-6" 22'-b" 16'-0„ s b'-b" ( = air 0 z<z 4013 1.75X11.8 LVL 41 B 2, 1.15X11.8 LVL3.5X11.S Pa_ L/. _ 42B 2, 1.15X11.8 LVL'3.5X11.8 PSL If 43B 6X10 PT iROOF FRAMING PLAN i , ® , ° . , OWNER APPROVAL 3 yPTt' /A SCALE: 1/4"= 1' INITIAL: t4, � AC PAGE: t A 1 0 4.W-- 1 ► 1 B AG POST GAP OF: All DESIGNED Et: BGI RAFTER 24" O.G. STANDING SEAM METAL ROOF FRAMING NOTES J. SYKORA, CFSP STANDING SEAM METAL ROOF DRAFTED BY: STANDING SEAM METAL ROOF -1/16" SHEATHING REFER TO SHEET A4 FOR FOUNDATION NOTES AND 1/16" SHEATHING DETAILS. E 1/16" SHEATHING 12 12 AIR BAFFLE W/ 1 " GAP X 0 AIR BAFFLE W/ 1 " GAPSCALE N COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES 1/4" _ �� U.N.O. AIR BAFFLE IN/ 1 " GAP- 1 X MANUF. TRUSS OF FOUNDATION/SLAB/JOISTS SLOGKOUTS. ALUM. DRIP VENTED BLOCK Y _JJ MANUF. TRUSS 3 R-41 INSULATION FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN � 9-14-20riz l HERE I5 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER o- EDGE _ _ _ _ . r _ --- • I SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE • 1 ' ALUM. DRIP EDGE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE GUTTER $ 1 N ' FABRIGATIONAND INSTALLATION. I — i - ALUM. DRIP EDGE GUTTER— Sr ., 2X10TAIL 2 X 12 ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO • GUTTER 2 X 12 FASCIA LIntiptt BE DESIGNED BY MANUF. FASCIA FLOOR SHEATHING TO BE 3/4" GDX OR OSB STURDI-FLOOR 5/S" SHEETROCK 2 X 12 FASCIA T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" STRIP VENT— 5/S" SHEETROCK STRIP VENT VENTED BLOCKENCLOSED SOFFIT 3/4" INEB STIFFNER STRIP VENT u ( IL--; IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ENCLOSED SOFFIT '\\ 1 /2" SHEETROGK ENCLOSED SOFFIT �; 5/S" SHEETROCK ROOF SHEATHING TO BE 1116" 05B OR EQUAL. A. R-3S HD INSULATION ` 11 11 �) 2 X b WALL �1 1 /2 SHEETROCK PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH 1/2" 7 _D ( ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER r SHEETROCK 2 -0 ' 'c 7 2 X 6 WALL H. 2'-®�� '" - ` > R-21 INSULATION ` � STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 2 X 6 WALL R-21 INSULATION PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR -� R-21 INSULATION ' V BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING I� �_ WALL ABOVE. IT b TYPICAL EAVE © BGI RAFTER 4 TYPICAL EAVE @ 30" TRUSS HEEL 1 TYPICAL EAVE DETAIL ALL CONNECTIONS TO BE SIMPSON OR EQUAL. N INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP Al Al 1 SCALE: 1" = 1' 11 SCALE: 1" = 1' PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. iii EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO STANDING SEAM METAL ROOF METAL ROOFING DECAY AND BE LABELED ACCORDINGLY. IRGR311.1 & E MANU. TRUSS R311.2 AIR BAFFLE W/ 1 " GAP 1/16" SHEATHING 1/16" SHEATHING FASTENERS - FASTENERS FOR PRESERVATIVE TREATED o VENTILATION NOTCH WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE N AIR BAFFLE W/ 1 " GAP �_�_ HOT DIPPED GALVANIZED OR STAINLESS STEEL OR C STANDING SEAM METAL ROOF BCI RAFTER VENTED BLOCK I o EQUIVALENT. � R-49 BGI RAFTER 24" O.G. 2 X 12 FASCIA WASHER PLATES - 3"X 3" X 1/4" SQUARE HOT DIPPED O 1/16" SHEATHINGS v GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR Z W - Y INSULATION 2 X 12 ' — — I BOLT. IRGR602.11 w X m -_ �ILc r . . r . . , 2 X 10 TAIL • . GUARDRAILS GUARDRAILS SHALL BE A MINIMUM OF 36" IN Q Om O • n 2 X 12 2 X 10 FASCIA mow` HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" d p \i — , '~ 3/4" WEB N DROP TRUSS + 5 o z w 17:71 a �_ . • \ 2'-0" OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW La 4 m �. FASCIA STIFFNER / • �, THE PASSAGE OF A 4" SPHERE. IRG R312.1. OUTLOOKER • ,.; ` .,rAwn_ • � '`a� � � ► � • S ►� / n ) PRE- ENGINEERED FLOOR AND ROOF TRUSSES SHOP ,1 , 2 X NAILER70 STRIP VENT y I n DRAWINGS AND ENGINEERING MUST BE PROVIDED TO V �J J : R-49 INSULATION INSPEGTORATTIME OF FRAMING INSPECTION. N STRIP VENT ENCLOSED SOFFIT -- 11 U ENCLOSED SOFFIT VENTED BLOCK 5/S SHEETROCKj_j 'XJ j R O Lu < 2�_®�� 5/S" SHEETROCK 11 Q in 3/4 WEB STIFFNER _ d Z. 1 /2" SHEETROCK 5/8" SHEETROCK BUILT UP = —� R-3S HD INSULATION I t— tp al 2 X 6 WALL 1/2" SHEETROCK—�; S z ll..l 1- RAKE WALL 1/2" SHEETROGK _� O R-21 INSULATION 2 X 6 WALL II R-21 INSULATION i—f-�-"4 2 X 6 WALL 7 ; z Cj ' 3/� I19/tfi-------- 1 0 x z , H 1 0 LH '�/rc 0 23Id 5i )-- 1 TYPICAL EAVE @ BGI RAKE 5 TYPICAL EAVE @ BGI RAFTER 2 TYPICAL OVERHANG DETAIL @ RAKE 1 ° ° fK Q All All Alt 1 SCALE: 1" = 1' D in ri 2' ® aNI sF ` I f � BC! RAFTER 24" O.G. '``"a°R ° --� 3/4" WEB STIFFENER m STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 1/16" SHEATHING 1/16" SHEATHING Si�q,:\� =LL=, X 12 AIR BAFFLE W/ 1 " GAP o 1 _ o � �' ONWQ' VENTED BLOCK ()Duo wFcri' - �n� TA ALUM. DRIP - `� — _ - ALUM. DRIP EDGEN. -- - - - HURRICANE RRIGN TIE �pw�� - / yyUYm wror P. 1 a EDGE _ + p.O. ' I . Al 1 ==Y o • .+O.O6�►..;.;.pp ____-- GUTTER— _ �� +++ 0 + + ` i \ ` ___ i --I MI GUTTER .+:�0:+:+:+:+:��:+0;.:�' ---_— A _ V §" 2 X 10 TAIL ►�+�+��+'+�p +�3+ 2 X 12 FASCIA MANUF. TRU55 ateral� �a�� 2 X 12 ..�.+.+. �_ a �o-g + I' p �oxwo ,• +` n� I 11 I w'oz�= �- 5/S SHEETROCK FASCIA " A :`�.� ' r pm \ p , �x3mrc ' ......... ® �<YSTRIP VENT � � nnn nnnn f .ii; ° . 03<0� , 3l4" T&G CEILING c � No=wa STRIP VENT — R-4qi INSULATION R-41 INSULATION 101851 =• ROOF BEAM ENCLOSED SOFFIT , . `. 1 . F;gnt p Len ® °ENCLOSED SOFFIT ITypical ACE o Installation <wo "k 1/2" SHEETROCK a, 12 H �_ o' 21-O�� 'I ` ; 5/5" SHEETROCK ��! _ 2 O ti p 9°I OWNER APPROVAL �� ` �� ( , 1 /2" SHEETROCK � R-21 INSULATION y �—?� 2 X 6 WALL 3° yIMP �e/ an d INITIAL: PORCH POST I R-21 INSULATION ; a PAGE: c� 1 ^ 1 o •I e . CULTURED STONE J� 0 I ® a AC Al \ z 41 b EAVE AT ENTRY PORCH 3 TYPICAL EAVE @ 30" TRUSS HEEL r ,_ W f l Al AG POST GAP iwr °P A 1 SCALE: 1" = 1' A11 SCALE: 1" = 1' Al I ♦ 1 :12 ZLt/L+ 111061(1110L NIL\ Al • • ♦ 3:12 J zlt/l♦ bk N 4' L t1:12 Zl z/140-- ♦ 1:12 biidlir m rn u 13 CI p ♦ 1 :12 1 Z ♦ 1 :12 rn D 0 PROJECT / CLIENT INFO BUILDER INFO: 14 7A t — 1 .. —aL rn r MAILING ADDRESS: m I A i 7' TOP DOYEN VIEV P.O. BOX319 M mwmall > LOUDERMILK RESIDENCE ANAGORTE5NA �18221 a � ; i Lg.�'en _. O z 1 , `` -0 PHONE '^ N `t.` r`b C m b d IV 2805 GRADY LN 360-2q3 7431 p Z j /� 03 THE INFORMATION,PLANS,DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL , ANAGORTES, W�c g8221 '^1 is � W \ e '( AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF IAMB:. r , O STRANDBERG CONSTRUCTION INC.DRAWINGS NOTED AS PRELIMINARY.SCHEMATIC,AND(OR CONCEPT CONTAIN r INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE.THE DESIGNER MAKES NO CLAIM FOR ACCURACY + IU,,, $ v OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. Lt,ww.Stra n d b e reconstruction.corn FILE: GlUe<,plmmopee2 ctergProleuuLomemOWDeel¢aLomermnt24X96 LeNcol IN.,' PRINTED: Monday,September 14,2020 DFSI&N D BY: BUILDING SECTION DETAILS J. SYKGRA, GPBD n 0 - 'M i7FdAFT D BY: - 1 STANDING SEAM METAL ROOF g E tu sz I � 2 X 12 FACIA SCALE °y HEIGHT RESTRICTION -•ELEV. 152.3'' 2 X 1 b FACIA BUILD UP A7 PORCH ROOF ++ = + 114 1 U.N.O. 7 12 1 T 3 ENCLOSED SOFFIT -AA w - ce � PLATE HT. 9-14-2V t :: :: :: 55240 PLATEHr. , ll��i� � � 2�i. S .. iw • • •'r 10\ �:��: 1'' , i �ll]�1i�11��1P?f��}I} �� i1 614!{f�fll�f�J = _ i _ 5 r ` - PLATE HT. I — 8 �`{ 3 FG BATT OR BLOWN IN 1ri in 6 R-21 INSULATION 1 5 I - _. Y d] MASTER BATH - - 5ra"SHE TROG a MASTER BEDROOMIrr,), o I r 1 S 112"SHEETRDGi� I.. x 11 r + I x„��13 u u 13 6 F� 1- RAILING 7D CODE PLATE FIT. i i = -_. - .. .. - _ _..._.._ 11 r UPPER FLOOR ELEV.137.D' 9 y 14 1!2-FLOOR 5Y67E11 Irk 'I !1" .1F f -t •I 12 i © [vvFE.Y ] d +-__ A PLATE H7 t 514"COMPOSITE DEGICING Ill�i} I. IIIlIi'— 1 11111I.Tull!! lllli mil}11=iilll=_- 111111=!l1111=illill=illlll=illill=R1RI=illill=11#III-i::-.':-ll B E D ROOM i IITII1=l11i11=illill=11J=illill=illill=IITII1111111=RIIlI BEDROOM Ill111ElII111=IIIIlI=#11111=11111f-illlll-111111J11f11=11 = �I �{ 3 X 1 Pr.J01571b"D.G. it€HI=IIIIIIEIIIII!=IIIIR=Ilil11=€IIIII-=IIf111=1111R=I111R .I illill=i111111iilll=IlllliIlllli=1111R=111It1=illlll=111 _ b A 2 illill=Illlli=IlTlll=illill IIIi11=IIIliI=}IlIR=illilillill=_ . illlll=illlll=11f111=IIIIR=Ill11Il11=IIII-Illlll�Il�[ : - 1€llll=Il1111=illlll=lllRI 11=Illlli=11111l�Ilil1€=i111R- o 11 71a"BGl JOISTS 16"D.G. !!fill=IIIIIt-IlTlllllliil=l[111=11TIIIililli=illill=i1111: dO 6 1 IIIR1=1lJlll=lillli111111=111l11—R1111=Illil}=Illlli=IIIII=_ illlll=illill=1111R=llifil=Illlli=11flli=illliilla111= 1 R1111=1}I111—illill�11�III=illill=11�111=illill—illill=11 13 1 118"PLYwDDv wl 112"GY�GRETE ILIII=VV=VVfIVI�VIIIJ=I�lV=91�11=11mm1ll1= r= id illi l- llfl l l=l�llll_Il�I-111�1 f'�---`I!`_• ��, ,� f� - BASEMENT FLOOR SL Y.�2�.0' Illlli=illill-illill=Illlli=I}IIII_If Ill illlll illill :'' .. - - G NG.SLAB WI HYDRDNIC.HEATING — — � . .. s 14 4 a =1l kll =i11 mmllllll-illlll-1lR .111111—Illlli_{ IIII�I f l w__ 111111E111111=111111E1i111iilllll=illlll=illill=illill='_ _=_ -= 1 S-illill=IR111 II1lll�lllill lllfll RRl1J11111 111111EIREII-IIIIlIEi11111=illill=111111r11111 !l[Il—illlll-illlll-1111N=11llll lllll�"'�'�RII 11III_111i1 illlll. BUILDING SEGTIGN # 1 f Illli1=illill=IIIlR=l1111l IIIR1 111111EIII111=1I1k11=1111R^111111 IIIRI=R}111-1lIIIl-llilll--illll iil111=Illlli ll}lil= = Il-11E}11=1 I IIIIIEl11111=illill=11 R 41 INSUI Al IO l ti =! = I=111= III!=lIIli=111lRElllll iilil= _ F=t[IIIIIIIIII = Ia --Ir1111wIiilii=i[I111-1I1fq•-_..-: .... 'I5 111111�I1�-illlll=11fI11=illlll=111111J11111�111111�11111fIII11t�11I1II—IlIII-1111I_I 1l_!I J__ = _ _ — — — _ _ _ — GLOSev G>=LL SPRAY IN FOAM r U _ =11 =Il[1=illlll=R111=111111=RIIII� �lII SG.aL>=:�14" -j' I=1111 1111 II IIIIII iliilliiiM i-- -illill.=111111'111111�11111 1I1111=11 =__� 1' . illill rllii11=illill-iIIIIIEIIIIil-illlll=1111I1Tllifll�llll�l�lkilll=111111E111111_IIII k I _ i = _ _ _ _ _ _ _ = _ _ _ _ _ _ _ ry L I I = 11=illill=illill=IIIIl1=1111}I-illlll=illlll=kliili=illill_ — I-111111Eilllll Illlli—Iif111=illlll-illill=111111E11I '111l[I-111111E-i11111-1iIIIl=Illlli=111111 I11111=illill- �y +, IIRIIElli111=111111=111111=IIIlIIllilllE11111�I11[I1-illill-1illll_Ilii_!i[I � _ = _ _ _ _ _ _ _ _ — _ _ — _ _ _ _ _ _ I II 11—IIIIl—I11111�111111=IlRllr111111-IIIlII=!Rill illlll l[1IR111111111111-Illlli-illlll-111IIIEllllllllllillilill�111111-111111E1iilll=IIII!!�1111111l11i1-illill=111111Ellllll—llftillllll1=111111�111111=1l1111 :...... E R1111=IIIIR=Ililll_IIIIR_Iillll Illlli—Illlll_IIIII!_I11111=fi II!_11 i _ _ _ _ _ _ _ 1111#f=illlll=illill=IllIII=ii�1=illill=illill=11i111111111=Illlli=111f11=illlll=illill=llllllllfl�lllll!=11111E Ills11=illlll=illlll=Illlli=Illlli=111ii< 111111Illlli=illill=IIIIl1=illllllli111111111=11�11=#1111i=illill=111111�111111=illill=}I1111=illill=11i11111f111=illill-11i1 Wall to be insulated. 6 R-30 lN5ULA71QN 0p v O °� 1 EXPOSED CEILING BEAM Z 13- w m IY X ,, r' w pp '�6 R-10 RIGID INSULATION ❑ Cp v - 1 m Q b !L1 n5 � ( m : 19 2 X 12 TRIM BAND � ` BUILDING SECTION 1 a ua 1- kr) Unvented rafter bays i_ to comply with IRC R806.5. V J V < 12 _ _ - -HEIGHT RESTRICTION [ELEY. 152.3' - ,� 4 1 PLATE HT. `] Z 12 4 ¢ © `1 , Q �r 7 r 1/2 O t 3 5 , +�n�? 52�? I�S2S2�IrS� S� 2ir? 5+ ,. I �?nns� i��S'�.��? r�nns3I1 I� �7S�S �Si: 4 {� }} r A ?] El, 11 ' ' i fl1.121 .1r '✓I �� t�ll[7( i, yr© ., PLAIEHT. o G R GE SUNDRY HALL {� �� ..� - , n 2} r Q woo; l !S1 ^ 0" r0. . `�Y'1 tIIIII 0. N I� 1 1 1�� I ' WQ.W .1 1 L7 En '2arg0 14 ' - • JAB N�Uym LU y �'� - 13 ! _._ 6 .i�®�i l UPPER FLOOR ELEV.137.0' z a DR r . r. r, . .r�.' .i-' r • ,. - n ... - -- • • • yr,1 14 1rr'F!-0QR SYSTEM x 4. • • : ... ,..7.: •._. lllll=illlll=illill-11111!=illill IIIII II1I 12 16 -- , w"G �' 3 W N N IIII=111k11 IRRI=IIIkll=illlll=llllR�lillll =-° SLAT �+r. ons__ao IlIRI 111'1! 111111111111=illill=illlll 1 11!Ili=11l1fl-illlll-illlll=illill-}[1111=Illlli .. 3 a posi-a illill=illill=illill=illill=Illlli=11411i=11i1� !__= I=�_- W a�z llli=illlll=ll]Ilk=i1f111 llllil=illill=illill=RlH1=1111€l�ill111=11fIilFli1111u111111 •— -- STORAGE BATH REG ROOM. 1�a a� 111111=i1!lI1=11l11[=11ElI1illill=illlll=illill=illill=illill=illlll=illill=!11111=1111l1�1i1111=11E111111i11=IIIIi=II- 1 2 ° 11l=ll!ill=IIIIIIEIIl111illill=illlllIII-1lfll1-illill-illill-IlTll�111111=Il1111=illill-illill=illill=111111Eilllll=llllR — _ 0W '� illill=111111�l11111=illill=illlll—illlll—illill=Illlli=illill=illlll=illill=Illlli=Illlli=illlll=lllillEllllll=111€I1=1lI _ W d 11!l=llflliElII11l=I11111E111111-IIlllf=Illlli-illlll=illill=illill=illlll=liIIII=lIllll=111{I1=illill=1111R=illill=111111E — �z1�z Illlli=lRlliEl1111lE111111=11[IIITIIHII-illill=I11111=111lIl-ll#I11=11111Ll11111EI{lRl-1l1111RIlll-illlll-llllR-illill=k11Rl=II#111-IIIIII-llllll_IIII .,1-- .w,. L - o r- No°4 111=Illlli=1[Ii11=Illlli=11IIII=l11111=11N1=111111E1i11II-illill=illill=illill Ip111 111111 11111=11l111Wi11111=illillillill=illill=illill=111111Ti11111=11111f=111if=11111=1 -L.h_ illill=illill=1111R=IllIIfE11l111=I11111�1IiRIEllllllrkili11 1111l1=illill=111111 IIRll=illlll=IIR11E111111E111111E111111=III]II IIIRl=illill=-Hill-illill=1111€1E111111Ellllil--illlll_. aA W I -illill=IIII]IEIII111=111111E111k1l=llllllli1i11=illill=IIIIIIElfll11=IIl11lEl1111kE1111i1=Illlli.' Ililllilllll=111111I11111i11111111111=illlll-11111i��IIIIIiill€1.=lIIIli=illill=illlll=illill=Illlli - .g=� ra illill=11111iWllllll111111=illill=1111ii111111=111111=111i11E111111-111111E1IIIlIEIIl111=illill=illill=illill-illill-illill=illill=#IIIIi=1l1111-1111IiE II 1111111111=illill=111111E IIIIiI-illlll=1 -11 =::. 8 1111=1111R Il1111=111111 1i1111 111111=Illlli=Illlli=illlll=lRRI=IIIIlI�1I1111 111111 1i1111=1111ii=€lllllEll[f1!E1III11=11111I IIII11-i11111EIIRIIJIIlli illlll 1111R 1111l1=illill liilllEi11111-[IIIIi- i .1 xla=�=° • 111111111111111111=11111!-II1111E111111EIRIII=II1f€IEiIII}i111111Jlilll=ltlRl=liIlR=Illlll-l11111E111RlElllllfE11111i=llllllllllllllllll=IIIIiI=Ill111Eillill=illill=illlll-illill-11111LIII111E : �' °°° z 1111=Illlli=RIM-111R1E111111=11111,=lIIIR�IIl111JIIlif-lillll=lll111=illill_111111E111111=111111E11i111-11!lllrllllllEli1111=111111illill=R1111=IIIIiI_IIIl11E1111RElIIRIE111111=11NII�IIIIII�__ a W - lliillE111111E111111T1111R 111111�ill - llill=1111R=illill=IIRIIEI!IIIfE1EIIIlEIllil1 11111IJ1111I-IIlill=illill=illill=illillEllII11=11111iEIIIIIIEllli11Ei11111-lIIlil=kllRl ll11I1=illill=II1i1 1 °°Q li _ _ - = _ - = r- = _ _ _ — — — = — — _ _ _ = =�. . . ._�' ♦ BASEMENT FLOOR ELEY. 127.D s a Q = I = = = = Il= =I i II illill IIE�li_IIIII—illill=111111E111111E1111II-111111ERIM=1ilIR=111111E11111I=illill-illill-111111E111111111111-111111E11I111—illill W IIIII1 il_l1111i-111111_111111_I11 I_I Illi_I11i_II I—_ _ f _ _ _ - fl — _ — —i = — — — = = _ = = _ = I=I =l III=I!lH1-11 _�_ _ _ . - x a LL 0 ': !HillE-111111EI��i=IIIIlLl11111�111IR 111��1.IIR_illill_—illill=illill=1l1111=IIR11�111111E1If111-illill=11111� _III11I_ i11111E1111i1-Illlli RIM-illill-111111_1111!_I Ill!_II r �� IIII-!!l111 111111=111III=Mill-ill111Eillill=R1111=111111Eillill-111li1E1111[1mmlilI11T11111lT1kllll=illlll=1111i1EI11111-11Ri1-IIkl1l=illlll-111111=111111 111111JIII11 illill=illill=illill=Illlli= �- 18 R1111=11Rll=illill;1iIRI-111111�11R11=111111EIRlIIEIIIRIEIRIII IIIRI IR111=111€I1�i11111=111i11=li111tE1111R=II1111 IIIIILR1111E111111-illill=111111=11,..- --... 111lEIllllfEllliliEl11111E11liilER1111E111111=11111IEliIIR i11111 111111E!Hill=1l1111=11[IIIEIIIIII=illill-Illill3llllil-1 111111] 111111IRi11 i -1M11l n.illill"=-: illill=111111ERIIR=lIRII 1111li=1lR11T11111L!l1111 111111 R1111 111111EIlllli=11iR1ERII1f1111 11[11 11111 11L-7- 111111 J11111=111111=111111E[IilllEii''i-- -1 BUILDING SECTION #2 1- -�� OWNER APPROVAL• IR1=111111E111iR I11111 IIR11=111111 II1i11=111111 1111i1=iII111-111111Eillill=RIIIlEf11111=111111 11111i 111111 11[III 111111=1111R=illill=MIRE111111E111111E111III IIIRlEII1111=11f = "F=•,„ L=«+1 — Ai3 111111 illlll=llRll=illlll=Illlli=lull[ _RIR1=!Hillm111l11-111111-111111=111[11 111111 IIIIil=111111 IL= =�f f}�f� if Jn�f f;Il l n 1 I fl;,i n ll r,�il l i IIII II�I - SCALE:114"=1'j� ill= IxIrIAL. I PAGE: OF: i BUILIN& SECTION 2 DESIGNED BY: BUILDING SECTION DETAILS J. SYKORA, CPBD , n DRAFTED BY: -4- Unvented rafter bays 1 STANDING SEAM METAL ROOF to comply with IRC R806.5. X 12 FACIA SCALE >o 2 2 X 16 FACIA BUILD UP AT PORCH ROOF g' 1/4" = 1` U.N.O. 0 i ELEV. 15Z.3' HEIGHT RESTRICTION- l�1 =�� _ ENCLOSED SOFFIT DATE w 2 ' � �~-" �ollovj arobil 12 9-14-20 z i PLATE HT. 4 .1---_______ 5 a 4 1 4 MANUFACTURED TRUSSES 24"D.G. 1 1' 12 R-441NSULATION r 1� 5 o 1 ' �1�© FG BATT DR BLOWN IN PLATE HT. 2 ` y 6 R-21 INSULATION 3 -- POWDER CLOSET dabwk :41' ri 7 516"SHEETROCK AI law 16 8 I r•rk a 112"SHEETROCK g r . *+ ' 7 i Er a, Ib � I. - `� 11 mtam,n ��-- r q RAILING TO CODE i - -10 ti!IIILIVING 13ELEV. 13 L0 MAIN FLOOR R ' �-i- - �t` 10 5/4°COMPOSITE DECKING .. _ 141/2"fLOOR SYSTEM r. ._.�.. ---- ---- - _ - ---- --- -- -- .-- • _ .. - • • �' --- --=-- . - - -- — - - _ YP PLATE HT pwG uRt ref 1 fa 1 161 ! _ ll _ STAIRS - ` ` 111111=1111IIII_. -� i -. -- 12 IIIIIkallll [TII[=i�ll11=g-E- I�i ITIIIImni=l plw_III 1 1 2 X 12 PT.JOIST 1 b"o.G. - STORAG 7LIII11-Mill-11111i011111E1111101if11=11111-}f1111=1f11 - P RE��OOM J 111111011110111111=IFII1E-1111k1-1111E-1111[IMk1111=1111II- - '2 1=11111E11II1k=11111 11111=11IIIR111III=11111E111111=11[111- ': 1, 11111101111E-111111=IM111111E111111=1111f1 1111[E111111E111111 12 11 1/E"BGI JOISTS 16"D.G. 1 EIII[i-Il[11=Illlll-Illlll=1Ii110111I=11111M111111E-111111=11 I L d IIIIIIM11111=111111E-11111E-111111-IIIII- IIIIII-11111E-11111f11-IIIIII „' = D r GWB lid required i 71; at storage area. 13 1 va"PLYwOOn NU 1 112"GYPGRETE nom=. — n ' 6F 1 14 4"GONG.SLAB IN/HYDRQNIG HEATING E IL O ELEV. 121.0' BASEMENT FLOOR . f 1�, O_ 15 R-4,1 INSULATION _:: . W CLOSED CELL SPRAY IN FOAM }° 18 ry L (-4 .. ] - ' BUILDING SECTION # 3 16 R-30INSULATION tr o SCALE: 1/4"=1' rn � a� 1 EXPOSED CEILING BEAM Z r W [n 13 I1_I a Q m ." 1 8 R-10 RIGID INSULATION ll 0Z ry v7 3 eZ o w DI Ii 4 IL m K 1q 2X12 TRIM BAND LLI 13UILDINO SECTION 3 ry z o uI Li- V o ELEV.152.3' HEIGHT RESTRICTION- - �1 MP1OP 4 • � J PLATE HT. ,`1=- g p!M!I 12 X 1 ` + 3 • 7 71:1 1 -) W A - I, VI ILI < IL:: � r 2 IV I +----•-- 4 LIVING ROOM. ' 3�y,PLATE HT. 0Air:, : - ) (may Z z • �Yxa ui _ J _ _I I)/ \ 1 L /I 1 - _ I , O3a "10 - 13 r i 13 I =N= ELEV. 137.0' MAIN FLOOR ♦ .T 1'f T t' - _'..__ - -- r + 11 a ww 14 112 PWOR SYSTEM _....—_._�-- .. - - _ __.____ ..._. .._ _..�L- • _• l ■ x A�i2-P243' (s /GYPGRETE) 1 r 12 1b -" 12 • .._. ,• a _ • 111w`�r`nPLATE HT. - aa='11:,:-=lull[=l[1EI �',.- - � r .n W W W I a aff I \ - .] WITE- 7,-FELIME-1 -=-- J'--I i- i --:f E i11f1 IIlii1=11i111-=Illlll=i11iii-M EI-111iiM-ii[I illi0.11 h-I .:!c,' STORAGS Il lull=fli11l=llll}1=1111[=klllllEikilll=lull 111[1E1lll=1111l IIIIII=I11111=III[I1=lllli[-Milli=IIIIII I[111 4II li ! F• IIfIHi1=IIIIII-MI1lIIf=}11111Z-111111=i1111151111 11111) 111I o Q2�o 6 ► 11111E111111=11111 lI1111=11111LI[ill1=i111iIE-IIl11wirol =� 11011111E111111E111111-=111111E111111E-11111F11111M101111!= w x F-N,i 1111011111E-111111E lull Il IEl[I1i1=1�ff![=IIIIII [!ll=II Z __2 V L a GWB lid required : 111M[11}[=117111�11111L111111E111111E-111111=11111Ei1111 IIIig Egg;'' Ty ze, at storage area. II[111�IIT.EIlllll=111111E[lll11=11i11i=II1l111111! ilII�I .o=a L _ _ 1 1 , via.=xa S r 1iIallll1-IIIIII-E1[1111E1f111E111111�111111E1[[II-11I11 1111E sm �0 .- _ I[1110111111=[11111111E1[1111E111111.E11111=111111M11TM111f1M11 a g o g - ,1M11111-111111E IIIIII=11111 E111111E111111E11[11_11111N 1111E =x o 11111M111111=1111[1=111I11=IIIIII I1111E-111111-11111 1111011 a ° > Ev. 12 r.a' BASEMENT FLOOR 1: 14 l l_ 11 1- II 1 -}1111 I L l i w �__�E __ -__ �_��_ as 1lII11-=I�{I�EiIIf�QEfll—Ill�l � I -1 _v --- ..-- - . - _- I..� -•Q -:i�-iii ii=IIIII1=Ills! illi-liifiiEllin=illiii=III!•:=. I' IiliI=IIIl=fiilll-illii I--1 - __ - 1' - _ - "-• • '' ,� _.._ f 1flII ills ii!!II IIli1! 1i!!a �:. - _ u. � _ ._ �_ flI�111I1-1[Ili=lll]lElfl11=11[]i[-IIIIII=1[p1[-1IIIII=IIII -I1111E11111III_11[fllllfilL--i Il11-11f111=1111�111[[IEIII[11=11111=1i11=11 I . - - _ - _ - _ - -- - T - - __ 1 11 ! !I� _::. _,II-llllll�III11-IIIIII-III11[=IIII[1.=IIIII[-111111 �,; -.L,_: � -:: �--� -• :��:: � -� -- - --,11111=[1111I� = ,, �I[ - �!!l!l-I1111�flllll=1111f1=I[Il1l-llllf-1[III---I[!1[ [II IIII=1f111i1 11.E 1= - - - _ _ - - _ :•- -- -- -- - - - _ _ liallillall 11 __..:Ill-ill llll_Ilill�}!1!I[-Ilil�lllll-I[I111___11lI11_lilifl [I IIII�Ii�-•t;;:: ,:.Ill[-[IIIII_111111E1[Ilil=[Illl[-![II[1=i111[i=ll[111�' � 18 '° =llll![=IIIIII=lllfi[-IIIIII-Illlll-IlllilElilll�i1111 IIIII-1(11 II 111�[llll[�11111 ; IIIII[=IIII[I=III[Ihll[[Il�11i11=klflll=Illlll=illfll-Illlll=ll[fll-l[IIIIEilf111=, =_ ': : . _ _-- _,-l}I[II=1iil[[_Ilk[[,_IIII[€ �-�= - =[IIIII=1III[[=[[I[II=I11[I[=[11111.=ilkil,-1[I11i-111 =III = !li=[ - - _ _ __ - _ _ - _ _ - _ = BUILDING SECTION # 4 _ - _ - _ I[_11[.._.11i llil�llllll_I,1111=11[Ili=IIIII1�1111[l=li[Ifl�llll�llllk�-f! OYVNERAPPRdV,4L 111111EIIIIII=111111E-111111Ek1[IlM1111E1111M11111E1[1111-111111E111111E11111EIIl 'L. 1111F111111-111111EII11l- .',I =k 1 I- _ _ _ - - - _ _ _ _ _ _ _ � ____� __ Illf I III Illlll llil[i 111II1�}lllll�llill[�[[Illi�llll[[E[[IIIITIIII[[�[I[II.�i]}I11III1ll�lIII[I.-IIIII[-IIII[i�1111i�IlII�Illil 1111}1-111f11-111111.Ei11111f11[11-111111E11111E111111�111111E-111}1[=111i[1=111111E 11111[ 4 -• -- . - _ _ _ - __ _ _�__,_, - _ - _ •�" _�:� - -[[11i1.�II11I[=[[I[[I.-illfll=it1111E1111[1-IIIII[=iIf111�llIIII-I[[111EIIlil�ll[111�[[Illi=ll[[II-Illlll-14111I=1111[i�l[II�1I111�[! - 1 L. SCALE: 114"-1' - - _ - - - - i= _ - _ �� - E I 11[[[=1lilll=![[I}k-[[III[=IIIII I1111l=I[[IC I[[I1=11!]If=1RIIlEll111i-iil[I! 1111[[ 11[[I! [I[IlfEl[!lll '11L..l,ll fI1[[[-[[I}I=1 7.--[[li1 1111E[I -E II !=[I - - L _ _.. _... .. ., -.._ . _ _ _ mil! -!!11_11l._ 11II_!I[[[[.�.[1111f_1111l.-IIIIII=IIIII[=1111IITIIII11�11kIliTllflli-Illlll_Ifk11�=lillfl�11111=11}lfl�IIIIII.=l111f,=IIIIII�IIIIffE11111®111l�[III! - __ ,, .__. -- = 1 _ _ - - - - _ - - _ - - _ INITIAL: 'E![Ill[--l111k1-Illil1=111lII�IIIII=illii!-Ellllll=lIll[[=IIII[ [III[[=111111Eill[I[----IIIIII�11111I=IIIll1=111f� =Illlllff �- - - '=[III=IlIII[�Ifl1k=![i111�1111[-IIIIII--Illlll=li[IIf=II[III=I[illf=111111=I[1111=[[[III111ll.Efkl[IiE[11111Eiillll=IIIII=i1I[11-1[II[l-fllll�llllii=11111Ilfll[=I[II1E111111=[Ili}I I[il 1III .-.,..--_-. _ ,•,.. ., ,--, , -, =- .._. - ,.-- - -- =. . _. IL-i11111-11[I[[i-11}I!-W-[[it[- [IlllI-IIIII_ 111111R1[IllElfli . •.-1 ... ..IIIIII=III 'W"' " ' - :11111M1[[[I,J".- PACE: Al 4 OF: BUILDING SECTION 4 DESIGNED BY: J. SYKORA, CPBD DRAFTED BY: v 4) 9 E O) 0 1 )11 1/4" = 1' U.N.O.BUILDING SECTION DETAILS SCALE HEIGHT RESTRICTION- ELEY. 152.3' -6: 11 2 •i 5 2 + PLATE HT. 1 STANDING SEAM METAL ROOF DATE o ILI - 3 Ili 2 X 12 FACIA 9-14-20 a 2 2 X lb FACIA BUILD UP AT PORCH ROOF d _ _ _ 4 o GREAT ROOM 3 ENCLOSED SOFFIT (' )(�� (��(' ff�� 2 ��,1� -1 Li�.�llfljnlliIllnl� . _ 5 I PLATE HT. © " n-- r_ i �II� - 4 MANUFACTURED TRUSSES 24"O.G. I MASTER BEDROOM KITCHEN 5 R-091NSULATION FG BATT OR BLOWN IN ' _ S 61 - 6 R-21 INSULATION q d, `- • —� 1 'I' ' -I—I_ 'J 5/6"SHEETROGK if QI l-sue' . �i��INN 113 i='•gal I ® Fim'_10' 8 1/2"SHEETROGKriti / t/ y �/ r - �/ U �/ �/ �/ r r m "r -" - :ill 141(SFLOORSYSTEM UPPER FLOOR ELEV. 131.0' I_ - 12: ® 1b : 1 -- X X x ! X X 16 )( Y x. N X x x X 1 L I 112 ® l 1b .. 1/T FLOOR RESE) PLATE HT. q RAILING TO GODS IIIII illnl IIIIII 1 7 IIIIII 10 514"COMPOSITE DECKING BEDROOM REC ROOM OFFICE 81 I S 11 2X12 PT.JOIST lb"O.C. 6 0 1 I\• 11` -- - 12 11'i/8"BC!JOISTS 16"O.G. V l X I Q --1 13 1 118"PLYWOOD IN 1 1!2"GYPGRETE W � 14 � L LL 11=IIII�illlll=llJ=� �. -.•n...•...•.;.'•:: , . ,:. .. .. - .. _ - �-. •:.14 -r.:. . - _ _ BASEMENT FLOOR ELEV. 12T.0' NIIL=IIIIII-IIIII-1 '. m --n _ - - - - =- —2 -= - == E I ll nun=n n,_mnr_ - ten— u, mn�nnn_ mm=,�R r R��rR=Finn,=n -IIIIII=IIIIII=IIINI�miI=IIII=➢ II=_III -_DTI IIIaNIiI INII 4"GONG-SLAB IN/HYDR NI HEATING IL==111111 11111=1111110k i I _ i'= Ii _ n _ r ..;i,= N_I = _ = _ .-,T : :�, - _ _ _ - - - . - = _ - _ - _ _ - l I = = = 14 o c G o _ _ _ _ I�_ III�NIIII=111111 111111 IIIII:, IAI - f; IlpIi�INn DiIINI=-'41IIlPINII—IIIII-FNNII=11111-I =RE-INF-Ille IIII-11111C=1r-11IIILN1111E =1im�IINIL= 111�1111=N�jj v _ _ _ - _ - _ - - - - - - - - =1s - - - - - - L �11 - - - - - - - --L L I 11 IIII_IIIIII=1Tilll=€ _IIIII-NIIII=NIINJIIIII= m=IIII=NIIII_IIIIII=IIIIN=IIIII=IIIIII=IIII =II IIII=11111LIIIIN=111111�IIIN=IIIII- I- II - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ - _ LIII IIIIII- I_NN-NIT IIIIL-IIIII=NIIII=IIIIII= =11111�IIN 1=mll=IIIN-I NI-N I 1=IIIIN=NIII21IIIII-11111�fIN��O�IC=1T-III I_NIINJIIIN�NIII= =IIIIII_IIIIII�11111-IIIIII=IIIIII-IIIIII=III N�I I=11 I1= _- _ - - - _ J = _ _ - _ ---_ J -K J LL Jl _ _ _ _ _ �_ _ _ - InnIII _ _ _ _ - I _ I II_1-11- 0 III-IT�IIIil-1�_ ,IIIIII=lillll_IIII�NIII=IIIIII=IIIII=11111�111111-tIT-IIIIII-IINCIIIII-IIuu-IIIIII_IIIIII=IIIIII=IIIIII= =I BUILDING SECTION # 5=_ T'- i — - - - - - - - - - - - - - - - - _ _ _ - - - - - - _ _1 _ —_=L I ul=u�ll-IINI=NI 1-Nll�m) -Nui�Nm-um�61111= IIf1=I1111-um�ullll=mlN-ulul=lNm=NIN�INNIJNIu=IIIIII=NUII=uNI= aIIIII-IIIII�IIINI=11 =Nm=IIIIII=NNIL JNm-1Nm-1V € = = = - = = — _ _ _ _ _ _ _L _ _ _ �-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — � �— — — — — IIIIIF=IIIIII_IIIIII=11Nrr mn=R�d_IIIIII=tNm�lllll�IINfSIIIIL-ImII-NIIN=IINI !INII-!IINI-IN N=I N=111= I= _ = N IIIIII=luu r- = _ - _ _ _ _ - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - O _ I II�_UI.-NIII_IIIIN IIIIII=IIIIII ..�_ _....-.IIIIL�I 111tlI�IfL-IIIIII=1IIIfI=!IINI=INNI-IINN=IT=IIIIII-IIIII=IIII=N � _ _ _ - _ -�� - - - - - R-491N5ULATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - IIIII �� 11111NIIL-IIm=N1111=11Nli�lllll=IIIIII=m111=111111F _ _ -! � >nl-II�II�IIJ IL�NIIII�IIIhllll = _ _ _ _ _ _ _ _ _ �. v II_IIIIICIIIIII-Iillil_ITL111111�11111=IIIIII=IIIIII-IIIIII-IIIIII=IIIIII-III -IIII - - - - - - - - - - r,_ : � - - - - - - - - - - - - - - - - - - - - - _ - _ - _ _ _ _ - - CLOSED GE_ - _ _ _ _ _ _ _ _ �iL�LN�IN=IIIII_IINCNIIII-IINN-IIN-IIIIII-IIIII_NmLI dill! - - ' . .-._�_. I_._.. ._ .- � II. II-_-� _ _ _ _ _ _ _ _ _______________ __________ _ ED LLSPRAYINFOAM _ _ _ _ _ _ _ _ _ L L _ _ _ _ _ .____. __.. , ._ .�_ _ill�llll _IIIIII_IIIN�IIINIJIIIIIJNIIL—IIIN m111=11111�11111=11111Clllll�lllll�IIIlIJ�1=NIIIIJ� IIIIII_IIIIIIJIIIII_IiIIILllllll-IIIIII=IIIIIr11111111111E=IIII-INN-II- - II-_- - - - - - - - - - - - -SCALE. _ 1 -- - - - - - - - J - - - N-J -U-N =.1 01 e y...=IIIIIIaiIIiIL-IIIIII=IIIIII=IIIIII=INNI=IIIIII-INN-IIIII-Illhl-1111fi=1IINI=!!!N1=111111=1iI1�NNIL=!IINI=1m11=1IIII�NN 1=!NIII=I =I — _ — — — — - - — - — _ _�_ — _ — — — — — — — - — - — — - — — — — — — - _ _ I =L_I Iil_� RAN= _ I ' _• = N 6111111�IIIN IIII Nml=IIIII-IIIII�11111=IIIIII-NNN-IIIIIJNII�IIIII=IIIIII-IIIIII- I= - - =I = - - - - - - - - - - I I-I - - - - - - - - - - - - - - - - - _ L1 L J _ I I _ IIIII_IIIIIi=NNN=muIIIIII_IIIIII-IIIIII-IIIII-IIII-NNN-I111=IIIIIJIIII�1111=IIIIIEIIIIII=IIIIN�IIIIN=INIII=1INu=NNIr cv �.. JI11=111JiIN=miu-NllN�um'=m111=IIIIL-IIIifi=IIIIN=1mN_uml=milmuhmma111- - - - - - - - - - - - - - - - - - - - - - - - - N�mNl-Ilml-IIIN=IIII-IIIIII IIIII�IIIII =IIIIII=NmI_Nm=1m11=NNN-Nu1=N I-IIIIIII - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ - _ _ -- LL _ _ � C _ I II_ I I_ CIII II_IIIIII_IIIII=umI=NNN=m12 NN_NI-fl 1=mm=mN=1 I uN I mm_NNN=um�NN 1=mm-m I- N- i I- - - - - - _ _ _ _ _ _ _ _ _ - 11 _ L _ _ J I _III N I-IIIIIi�llll�I��TLIIIIfLIfVl�iml1NII�IIIIL-IIIIIIJIINL-IIIIII=IIIIILilllll=111111�11111=t �II�ITI IIIIII-IIIIN INIII-IIIIII NIIII IIIIN=IIIIII=IIIII�IIIIII=NNN„ MINI=NN�NIl1_NNI-ImLINIZII NNIL-INIH_ImIJNNIeg1111=Nllll�lllll (IINI-NNII`-IIIIN-IIIIII-IINI-IIIIII=NIIII-NIIII-IIIN�NNII-NIII=INIII=11111LNNII=IIIII=IIIIII=IIIIL-IINI-III-NIII= 111�IIIIIIJIIIII=1Np�Nllfl-Ilmi�lll -INN�IINI�NNN=111111=111NI=1NN�NINl=NI111=1NIN=IIIIINN1=INII=IINN=!!!!!=IIII Illlf=Nllll€ 16 R-30INSULATION < O 0 : 21 17 EXPOSED CEILING BEAM Z Cr W (r 2 QC X i T; Es 1 g R-10 RIGID INSULATION lu 0 0 . i- N 6el fa 1 W 11 2X12 TRIM BAND m m u—I BUILDING SECTION 5 v " • z CV IL Iu 1 — — d w w ft ILI fLY 0 v 11 4( 1 -1 < Q - HEIGHT RESTRICTION- HELEY. 152.3' Z 1 v I I I I I I I I I I I I I I f I I I I 5 —PLATE HT. L n/0 Q in . r; 3 L T tIl r �1(?nnr nr�t?Q11-Qnnnn-�--9n`�: 5 �n�?s�7nnnf? OQQnnRnnQ��nn�. I1 ��I1�' - b `� a in 12 k J.10 - I , I \ PLATE HT. O 3 GREAT ROOM + " MASTER BATHROOM =HALL= _� PANTRY — . • 9.2 u p o-w� o I. q a °�pzo � 6 • I — I b .. ' O awo� flU " _ p wawa r'9—,�T r 7 13 . ,._.c '` r 8 e �, 13 k, x�w, a m I _ 41QFLOORSYSTEM MAIN FLOOR ELEV. 131.0' V °�)�Wz r I T I J ZF-M1pp 1 I d 12� 16 h ti o a s �a ® 121I 1 � 16 1 I I 1 rnrvcRErE) PLATE HT. III zSj� B HI III g.. BEDROOM 18 } BATHROOM n�z N Zd��° <ZF°O w l n QK°r-2 STAIRWELL STORAGE V =°.w° 8 _ <wrm 6 E_a°(e . il I 22K°LL Npp�? ZW ZOi•tJ - . ■ ;Vid ZwjVO m,n•.O D004i it• . = o o 111111�IIIN-IIIII 1141 wa=a INI N�IN�NIIII 1 75. `'-:"• . _ _ _ _ BASEMENT FLOOR ELEV. 127.0' � IIIIIIIIIIIII-IIIIII-E; _ , = = = _ - I II - _ - _IIINIIII_IIIIII-. _ ._ ..L..u.._ ___ .u.__"L L 1 .-a.... -' . I . :.:J, :Ln,.-1 -..'.r,i = '.r,-_I - �-:.�'�� ,1. :_I' -1 ::�,i�i i�:.::._ �...__. _. �:_� � _: � _':,i _ � ....- _ - - - - - - _ _ _ - _ - . - : - _ -.: _ - _.- L ,,._1 _; , _._ I.� _ �•__�_ _��- Wle ill. 1iltl� Ll< .y�`yi�. .�� -, �__ I _ ,I II IlmllllNllll IIJNIIIIIJIIIIIINNNIIIIIlllI11=NI1NIliIIIlIN1I�NIII�I 111111_IIII-IIINI_d =mN M. - = - _ _ = I I_ = 1= 11= 1=N h111_ ' -. _ _ _ _ - - _ - 18= _ _ - - - - - _ _ _ _ _ _ _ �I�IJ�I�I - = _( _ _ _ _ _ _ _ _ -_ _ _ _ _ _ _ _ = I N'--= N =N�=.�INrIIIN _SIN -mN=1m= m= N 61 =N --2 III III- I _Ill -IIIIN=NNII=IIIIII=IIIII=NIN �.L. IIIIII=IIIIII=IIIIII=IIIII-111NL=NIIII_IIIIII=111111-IINI ;I = - L'"- �� = _ _ _ _ _ - _ = = = = - _ _ - - - -- _ _ _ _ _ _ _ _ - - - - - - - - - - - - OWNER APPROVAL :,IIIIIIIII-IIIII(- ,IIII-IIIIII=11111�111111 INIENNII-IIIIIL11111=IIIIII-RE II- I = _ BUILDING SECTION # 6 .. -,'.� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ - _ _ _ _ = LJ = _ _ _ _ _ _ _ 1 .1.1-NQ 111� IIIN_ _ -ILNJ_Nl�l IUN_mmJ1�1IJmIrIITIILmNLmm=mm=NNu=mmmm=ulm=uuu=NNN If�=1 1=NNI=NNN-NNN-INN--'..- 1ILmN=1Nm_mNl=mm-INN�NI= - - _ - - - _ _ _ _ = = = = = - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -=I _ I IIII-IIII-II IIIIII=I1_=Illl6_.R�r_� rllli1-11111�11111=IIII -IIIIII=IIIIII=IIIIII=IIIIL=IIIIII=!IINI=NIIIL-IIIIII=IIIIII=1111=if=II uwl-uuu-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - C_ _ _ _ _ - _ TL I JI I I 1' _ __ . ut-111 II-N11111111W-IINIIIIIIIIIIII-Illlll_IIIIIIIII111III 11=IIIII-IIIIICII1111=11111_IIIIIC�IIR-A-11111a1 NIJN111_IIIII - NIIII=IIIIII=IIIIII-11=- - - _ _ _ - - _ _ _ - _ 1 L _ _ J _ _ _ _ - _ _ _ _ I I_Illlll I .lim IIf11-I1�1 on _ �m Cil l I IIN _IIIII_IIIIII=IIIIII)IIIIII 11=mlll-IIIII�IINI_INN�IIIIII=IIIIII-mll1=IIIIII=111111�11111=NII „_ r - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ - - - - - - - - _ _ � _ _ = J = J _ _ _ _ J il.. . : _ _.�INIMII_IIIIII IINICIIIIII�Iil1-IIII mll�lllllIIIIII-IIIIII_IIIIILilllll_IIT_IIIIII_IIIIII=NIIII�1111'=111111=!IINI=IIIII=IIIII=IIII - :- III-IIIII-!IINI-NIIII-IIIIII-IIIII-III= - - SGALE. 114 1 __ - - - -L - - - _ - _ _ J L d EI_I I_NN =IIIN=1 INITIAL: IIIIII�NNL-!IINI=IIIII-IIIII-IIIII=111111�IIIIL- 1111��111111=IIN IIII_IIINI=�1--111 = _ _ _ - � _- �- - �'- .-- - - - - - - - - - - - - - - - - - - _ _ _ _ _L-L - _ _ l� _ I_I Il-lfll�_IL nm IIIIII �. 1 � i L, 1�1, I� u: mm_mm-IIIIII-lmu_NIIu1I-II�NJIIu=Nuumm-lual_uNN-uNu=NmiJNm_Ililil�im�INII=mNl=lum-mm=mL- � -' '= 1 ilm=I lu= - - - - - E _ _ a"---- _ - _ _ _ - = - - - _ _ _ - _ _ _ _ _ _ _ _ - _ - _ E _ _ _ _ = E _ _ _ _ - - - L _ _ IIIII LI I_IIIII=IIIIII=L=11ll=IIIIII-IL- III-INN-IIIIIN-1111f1IIIIIIIIIII�111111�11111=11111UIIIII=IIII=11�111111=1111i1=11t111=!IIIIL-IIIIN�1111=11�11111_ NN�1111=!IINI=N-I N-I 1= _ - - - - - - - - - - - - - - - - - - - I_ .I N - 1 - - - - - _ _ .-,T_- -_ _ L! Ill _ _ _ _ _ _ -IL II _�NL IIII- III I I-I -11 =1G=flllll=IIIIII=IIIIII=IIIIII=111111�11I 1=IIIII=111111�IIIIL-IIIIII=IIIIII-IIIII=IIIIII=IIIIN _ __, � - - _; _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ -- ._ ... _ : =IIIII-I -iumeIIII=IIIIII- mo PAGE. —IIIIII MT IIIIII-1111CIIIIII-IIIIL=111111JIIIII=111111JIIIII-IIIIII-IIII=IN I = _ _I = c �_ _ _ - _ _ _ - _ _ _ _ = I_ - - = _ _ _ = - = = - - _,., ,.. I,,, 1�11111=11111�IIIIICIII11�1111 IIN NIII)INN=IIIIII_INN�I�IIIIILIIIIII_IIII , III=IIII-IIIII- mI-111111Jlllll=11111�111111`=IIIII=111111_IlllflI�_I11111=IIIII i' � ,:NI_IIIIII-!IIIII-IT=INII=IIIN A1S OF: BUILDING SECTION 6 DESIGNED BY: PLATE HT. 9 UPPER FLOOR —+ 1111111111 Ht 12 -1 ,.� 1gttamo sINEZITI.MEINUMMEIM m o11to LJ II1k1!=11111i=1i! 111E =1111IIf111=1E1111=IIII 111�1111 =llilll=III!! I=f{i111-1iill1�111!1 Illll1r11lTlll 111I 11�1� _ 111E Il1111 111E l{1�IEE Ili 11-11111 111 1 Illlt 11111—, {I IIII ll1 E l{I-111111=i III _i II 1f 11 =1 ill " Il "1 III 11 11i11�IlI1E111111E IIIll IElull!Ell ='� 1k1111-11111E-111111E11111; 1 _tl1I = l ,11+IIII I[ 11l 11 . 1111 1111 filll4[ 1111_ 11lIL 11111 u II 1111 "111 1{II I I 1111 111 111E II II 11111 ill �lII _ 1 1=111 IM-k111 111111E11111 lIII_�II _.. — {II 1=11111 Ili. 1111E-1 Ill=1{1111=IIi1K111111E-11111 11111EE-111111E111111 111 111E-111111E -11111E II 111111E111111E11111 111E1111N=111111 = 11 k1,1—= 111111E-11+1— I_ '� III=111111E111111 111111E{II111E11 1 _- 111E 1{€11=1l11 — - L IH E=lIII I -11 IIIIlI-11111i I! 11111E 111111E-1111 = 111-111111E-111 14 El ll1 Ili-- I1T111= EW�A II'. El II 111E7111 1111110E i1111W11111 =' III=111 ^ 1{ 11E 1M _ 11hii _ II 1i= 111EWI1=41111 = — III I III 11111E-= 1111-1 III IIIII [ NI= II 1EI— III— 111W111111 IIII. .1111 II i III= 11 11111 MINIM 1111 111E-11111 11111 �LI 11111 11 111111E111111=111111 - m it III11 11111 ' III JT'',, !� ilMlll ki{11111- lll111 lllll !1111ll!�II111E1111111�II 111111� 111111E-11111 11111 Ili = 1111E 111 1111 �—�Q 111111E11111 E _ .111E-1111 111 II11lI=jlill !ll IIII 111E IF = IEEE= illlllll 11 11111E lllll 1111 111111E-111111 II ='•1 1111E-1 11 1111i 11111 = III -11111— IIII l : II 11f=illf �111!]-----�I_III =111111=111[ III -_ 111 1111 111111 1111---illll{=Il1111-1€!I R; al -°EII . II II 1111E 1111E mm 11 111�_i-111E-1111 — 111 E-111111-11111101111::-1111-1I11 1 11111.11 11!11F-111111 ,111E-111lI IIlt 111111EI11111E1111-11 111111. =il1l l 11111 11111. — III � — II — It1-1111 I — IlE1 illl= !! I11=�111111 `1i 1111� IHIil-11111E I I I L IIII-111111E-111111-111111E111111E-1111-, 11=111111E11111t-11111EE-11111IE111111 111 IIi1=II{1110.11111 11E--11111 111111 111111-111111E-11111- 111111 1111E-1111 a GARAGE • c 1111 i=11 1:III 1lllll • 1 I =II --III II 11111111E =1f 11 11111-11111 I _ 111 1111E 1 111 _WIT t1E111111=11111E I€ - 11111 E111111=111 111E 111 1111 1{I-111111E111111 1111E111111 € = 11E11111 E 111E111M11111E-111111E _ [ 111111EI!l1 t11111 `11111 BUILDING SECTION # 1 �� 111E- IL 11€=11111 1111=111111=1111 IIII![ IIII! I i1#1 1=1 SCALE 114' 1 111 =11i111111— 11111E—IIIIIVE-11111.—..2,-_-....151-1111 _=I{{+=11f1+1EIIII#t-11{Ill-1111E€ #1{I , 11l-11EIII - lull!-{Il111E-- — 1=11— 11-11111E_111E =1 f---Illlf E-11#EII-1lIIi _11EEI �I I it E IIIII 11 — = I IE- ` HE—llk1 - 111iJlllll�ll�f Illill=111111E1i1{IIE-IIIIll-11111E=111111-l11111-1{III I Illlll_illll!—IIII —11111 _.... Guards per IRC — 36" height min, so that a 4" sphere cannot pass through. Handrails and guards shall be designed to resist a concentrated load of 200 pounds. Intermediate rails and cables, balusters and panel fillers shall be designed to resist a concentrated load of 50 pounds. IBC 1607.8.1.2 BUILDING SECTION DETAILS 2 3 4 5 10 11 12 13 14 15 16 11 1E5 19 STANDING SEAM METAL ROOF 2 X 12 FACIA 2 X 16 FACIA BUILD UP AT PQRGI-I ROOF ENCLOSED SOFFIT MANUFACTURED TRUSSES 24" Q.G. R-41 INSULATION FG BATT OR SLOYVN IN R-21 INSULATION 5/5" SHEETROGK 1/2" SHEETROCK RAILING TO CODE 5/4" COMPOSITE DECKING 2X12PT. JOIST 16"O.C. 11 ?la" BCI JOISTS 16" O.G. 1 11S" PLYWOOD W11 112" GYPCRETE 4" GONG. SLAB WI HYDRONIC HEATING R-4 I INSULATION CLOSED CELL SPRAY IN FOAM R-30 INSULATION EXPOSED CEILING BEAM R-10 RIGID INSULATION 2 X 12 TRIM BAND BUILDING SECTION '7 J. SYKORA, CPBD ry cv DRAFTED BY: E m tn SCALE 1/4" = 1' U.N.O. 6 1 w 9-14-20 0 IL z 0 5 0 LL z 1- Lu 1) 1- Lu 0 ks) EL. 0 F tu z i 3 LOUDERMILK RESIDENCE 2505 GRADY LN, ANAGGRTES, INA 98221 strap d be rg con stru cti on . co rri OWNER APPROVAL INITIAL: PAGE: Mb OF: BUILDING SECTION DETAILS DESIGNEE; BY: J. SYKORA, GPM) o ELEV. 131.0' ELEV. 121.0' ELEV. 152.3' PLATE HT. li PLATE HT. MAIN FLOOR PLATE HT. BASEMENT FLOO'. Fit m in N HEIGHT RESTRICTION • WINDON HEADERS 0 v- 14 1/2" FLOOR SYSTEM ELEV. 137.0' EV. 121.0' n ELEV. 152.3' PLATE HT. S. PLATE HT. t) MAIN FLOOR PLATE HT. BASEMENT FLOOR T IJ ' • V INDOI^1 HEADERS v • 14 1/2" FLOOR SYSTEM L 6 1/2 i 5 12 4 II 6 3 ELEV. 152.3' [13 PLATE HT. FAIN FLOOR NORTH ELEVATION SCALE: 1/4" = 1' s 4 / \/ \/ \1 4 1 41 12 NEST ELEVATION SCALE: 1/4" = 1' 11? i 1 Obi ELEV. 131.0' HEIGHT RESTRIGTION- - 12 x 3 kNINDOIN HEADERS 1 2 3 4 5 6 1 a q I10 L11 12 13 14 15 16 11 1a 11 20 STANDING SEAM METAL ROOF 2 X 12 FACIA ENCLOSED SOFFIT HARDI-PLANK SIDING 1" EXPOSURE HARDI-PLANK SIDING 4" EXPOSURE "X" METAL CORNER CULTURED STONE GABLE RAIL TO CODE 5/4" COMPOSITE DECKING MATERIAL EXPOSED BEAM 2 X 12 TRIM BAND T&G CEILING CONTINUOUS GUTTER TO DOf^INSPOUTS NORTH ELEVATION 6 3 r 0 0 in ELEV. 152.3' PLATE HT. MAIN FLOOR ELEV. 137.0' SCALE 1/4" = 1' U.N.O. 0 z 1- w 0 V 1111 0 rt a_ 9-14-20 LOUDERMILK RESIDENCE EXTERIOR ELEVATIONS .strandbergconstruction.com 2805 GRADY LN, ANACORTES, WA'18221 2> o z28 o. o< zp2wu.m w2= flag 20w 20 O 2f gnm4%0 yy CiQm zww�w n =.wa 26_6% ozb i o1Wg Fa3 'Um%iiLL yY36LL.00 =�gm0 90... <oza~ efFog Y;92 mw0_OQ2 Qq 0 wozat' o 200 o =z zw%'o0 gmm00 "m cO F 000 m=ow $l>02 Om OQ az� wai0 x r r mz OWNER APPROVAL INITIAL: PAGE: A11 FILE: cn nts'llm ICIEST ELEVATION OF: BUILDING SECTION DETAILS DESIGNED BY: J. BYKORAit, CPBD DRAFTED BY: ELEV. 152.3' PLATE HT. , in ELEV. 137.0'L MAIN FLOOR --- a a 712, 'ELEV. 131.0' WINDOW HEADERS ELEV. 152.3'1-- PLATE HT. MAIN FLOOR 1 4 ,373 r 0 HEIGHT RESTRICTION 12 HEIGHT RESTRICTION lNINDOW HEADERS it SOUTH ELEVATION SCALE: 114" = 1' 4 GRADE AVERAGE 7 J l I� , MC / 1 12 EAST ELEVATION SCALE: 1/4" = 1' HEIGHT RESTRICTION - - - H ELEV. 152.31- 1^1INDOW HEADERS 1.1 a Window fall protection required at operable window opening located less than 24 inches above finished floor and greater than 72 inches above finished grade or other surface below on exterior. U 4- BEAM TOP 1� in MAIN FLOOR ELEV. 137.0' HEIGHT RESTRICTION -_ I Illll WINDOW HEADERS 1 2 3 6 1 10 11 12 13 14 15 16 11 18 19 zoo STANDING SEAM METAL ROOF 2 X 12 FACIA ENCLOSED SOFFIT HARDI-PLANK SIDING 7" EXPOSURE HARDI-PLANK SIDING 4" EXPOSURE "X" METAL CORNER CULTURED STONE CABLE RAIL TO CODE 5/4" COMPOSITE DECKING MATERIAL EXPOSED BEAM 2 X 12 TRIM BAND r$G CEILING CONTINUOUS GUTTER TO DOWNSPOUTS SOUTH ELEVATION WINDOW HEADERS • 0 azi - - - }.- HELEV.152.3'1 CS PLATE HT. b 14 1/2" FLOOR SYSTEM PLATE HT. MAIN FLOOR ELEV. 137.0' 1 PLATE HT. BASEMENT FLOOR IELEV. 127.0' SCALE 1/4" = 1' U.N.O. 9-14-20 0 z 1- Iu 0 LOUDERMILK RESIDENCE EXTERIOR ELEVATIONS 2S05 G RADY LN, ANAC O TES, INA G5221 www.strandbergconstruction.com OWNER APPROVAL INITIAL: PAGE: AI& EAST ELEVATION OF: DESIGNED BY: SHEARWALL TOP CONNECTIONS <01 SHEARNALL TOP CONNECTION /) PARALLEL FRAMING NO SHEATHING SPLICE TRUSS, RAFTER OR JOIST NO SHEATHING SPLICE SHEATHING SPLICE LTP4 OPTION SHEATHING SPLICE TRUSS, RAFTER OR JOIST A34 OPTION CEILING (92) SHEARNALL TOP CONNECTION PERPENDICULAR FRAMING TRUSS OR RAFTER TRU55 OR RAFTER CONT. BLOCKING H1 OR H23 OPTION OR 5DNG15600 OPTION JOIST W/ NO SHEATHING OVER RIM JOIST SHEATING STOPS OR SPLICES HERE SHEARNALL H1 OR H2.5 OPTION SDriG15600 OPTION JOIST W/ SHEATHING OVER RIM JOIST RIM OR CONT. BLOCKING NO SHEATHING SPLICE SHEARNALL NOT TO SCALE TRUSS HEEL NO SHEATHING SPLICE ROOF NAILING TALL HEEL TRUSS IF SHEATHING SPLICED HERE, USE H2.5 OR 5DWG15600 ROOF NAILING CONT. BLOGKB 6 H2.5 OPTION OR 5DNG15600 OPTION TRUSS HEEL FULL HT. BLOCK 1423 OPTION OR 5PP G15600 OPTION SHEARWALL BOTTOM CONNECTIONS (3) SHEARWALL BOTTOM CONNECTION BOTTOM OF WALL WITH NO SHEATHING SPLICE CODE MIN. NAILING RIM OR CONT. BLOCKING NO SHEATHING_ SPLICE SHEARNALL, BEAM, OR FOUNDATION BOTTOM OF WALL SHEATHING STOPS OR I5 SPLICED PCt'MOLE SHEATHING SPLICE OR STOPS RIM OR CONT. BLOCKING SHEARNALL, BEAM, OR FOUNDATION II II II u u Sf10H GH LL ----- MOH OH IA ---T 5HEAR WALL TYPE MINIMUM LENGTH OF SHEAR PANEL. IF " W" , CONSTRUCT ENTIRE WALL PER THIS GALLOUT. IF "N5" MEANS NOT A 5HEAR WALL. BUILD PER CODE MINIMUM GALL -OUT CAPA-CITY, SHEATH-ING, SIDES OF WALL NAILS OR STUD HEIGHT, WIND/5EI5, MIN. SCREWS, SIZE MAX., FT. EH, PLF 1 PW 165/ 120 1/16" O5B OR PLYWO-0D 2PW 410/ 350 (SAME) ONE, EITHER 80 SIDE, APPLY DIRECTLY TO STUDS (SAME) (SAME) 10 15 18 22 (SAME) u u u J J O 0 C C STUD SPAG'G, STUD SIZE, STUD MAT'L MAX., IN. MIN. (SEE STD ST'L SPECS) 24 16 12 12 16 2X4 2X6 2X6 1.15X5.5 (SAME) SAWN SAWN SAWN LYL (SAME) NAIL EDGE / TOP PLATE, FIELD SPAG'G MIN. @ STUD SPAG'6, IN. 6/b@24 2- 2X4 6/12@16 6/12@16 6/12@12 6/12@12 u u TOP PLATE SILL PLATE & BLOCK-ING AT TOP OF WALL TO TOP OF WALL TO SPLICE, MIN. 5TUD5IN/ UNSUP- PARALLEL PERPEN-DICULAR EDGE NAIL'G PORTED FRAMING OR RIM FRAMING. EDGES OR RIM BLK'G. 48" LAP W/ 8- 2X NA DON'T SHEATHING GON'T SHEATHING+BLKG 16D OR A34 OR LTP4 OR H2.5 OR WING-15b00, GON'T SHEATHING 4/12@16 OR 12 (SAME) (SAME) (SAME) 2X AT36"MAX. @24"MAX. OR16D@6"OR 4.5" 505 @ 12". <91> (D2) (1,3� (SAME) (SAME) BOTTOM PLATE TO MUD SILL ANCHOR SILL ANCHOR FRAMING. TO CONCRETE 5/8" J-BOLT OR 5/8" TITEN HD, IN/ 3" WSHR. OR MASA OR MASAP GON'T SHT'G OR (SAME) 160@3" OR 4.5" SOS @ 9" MAX SPC'G / MIN. EMBED- MENT, IN. /2/4 36/4 J. SYKORA, CFBP s la a_ a DRAFTED BY: SCALE 1/4" = 1' U.N.D. DATE 9-14-20 644 is EER's 5E4L is Est Thtuc-s'j. TeM,5 °N LY . BUILDER INFO: PROJECT / CLIENT INFO 360-293-7431 2805 GRADY LN, ANAGORTES, INA c18221 strandbergconstruction.com a 2¢ uo0 2728 U_OD .52LL 0 awug LL N Zz(jUK 3 G3z0 KEgw, 0,1ti'm x 2NP§O Z www zawa 0xxza 2wyU_' 1J x1-500 iwF �ofr1 3 c0D (0fa a 1f2o <zzaz .1ozc>D 17- a Oz'w< 0z-m 03o00 ✓w dacc wo 000_UW w E-pg gw-'yLL 4m Nr0 0`00$ ea<aro a 2=o§ zazw w 4LLo OWNER APPROVAL INITIAL: PAGE: OF: A1q DESIGNED BY: J. SYKORA, CPBD ry SHEARWALL TOP CONNECTIONS 471) W SHEARWALL TOP CONNECTION SHEARALL TOP CONNECTION PARALLEL FRAMING CD2 PERPENDICULAR FRAMING NO SHEATHING SPLICE TRUSS, RAFTER OR JOIST NO SHEATHING SPLICE SHEATHING SPLICE TRUSS, RAFTER OR JOIST LTP4 OPTION SHEATHING SPLICE TRUSS OR RAFTER TRUSS OR RAFTER CANT. BLOCKING — HI OR H2.5 OPTION OR ' 5DWG15600 OPTION JOIST I N/ NO SHEATHING OVER RIM JOIST SWEATING STOPS OR SPLICES HERE SHEARNALL JOIST W/ SHEATHING OVER RIM JOIST RIM OR CONT. BLOCKJ NG—•• NO SHEATHING. SPLICE SHEARWALL NOT TO SCALE TRUSS HEEL NO SHEATHING SPLICE ROOF NAILING TAU. HEEL TRUSS IF SHEATHING SPLICED HERE. USE H2.50R 5DWC15tCO ROOF NAILING 142.5 OPTION OR 5DWC15600 OPTION TRUSS HEEL FULL HT. BLOCK H2.5 OPTION OR 5DWC15600 OPTION SHEARWALL BOTTOM CONNECTIONS K03) SHEARWALL BOTTOM CONNECTION BOTTOM OF WALL NIITH NO SHEATHING SPLICE RIM OR CONT. BLOCKING NO SHEATHING SPLICE SHEARWALL, BEAM, OR FOUNDATION 0 1 CODE HIN. NAILING BOTTOM OF WALL SHEATHING STOPS OR 15 SPLICED SHEATHING SPLICE OR STOPS RIM OR CONT. BLOCKING SHEAPSNALL, BEAM, OR FOUNDATION 0 0 TT J J =O 0 C C 5HEAR WALL TYPE MINIMUM LENGTH OF 5HEAR PANEL. IF " W'I , CONSTRUCT ENTIRE WALL PER THIS GALLOUT. IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM GALL -OUT ;.APA-CITY, SHEATH-ING, SIDES OF / NALL NAILS OR MIND/ SEIS, MIN. SCREINS, SIZE EH, PLF 1P1A1 1b81120 111b"O5BOR PLYWO-OD ONE, EITHER BD SIDE, APPLY DIRECTLY TO STUDS 2P1N 410/ 350 (SAME) (SAME) (SAME) STUD HEIGHT, MAX., FT. 110 15 18 22 (SAME) STUD SPAG'G, STUD SIZE, MAX., IN. MIN. 24 1b 12 12 1b 2X4 2X6 2Xb 1.15X5.5 (SAME) 9 STUD MATL (SEE STD 5T'L SPECS) SAWN SAWN SAWN LVL (SAME) Ln4H OH LL J LnOH OH LI NAIL EDGE / FIELD SPAG'G @ STUD SPAC'G, IN. 6/6@24 6/12@1b 6/12@16 6/12@12 6/12@12 TOP PLATE, MIN. 2- 2X4 u TOP PLATE SILL PLATE & BLOCK-ING AT SPLICE, MIN. STUDS I N/ UNSUP- EDGE NAIL'G PORTED EDGES 48" LAP IN/ 8- 2X NA 16D 4/12@16 OR 1/ (SAME) (SAME) (SAME) 2X f TOP OF WALL TO TOP OF WALL TO PARALLEL PERPEN-DICULAR FRAMING. FRAMING OR RIM FRAMING. OR RIM BLK'G. CONT SHEATHING" GON'T SHEATHING*BLK( ORA34ORLTP4 AT 36" MAX. BOTTOM PLATE TO MCP SILL ANCHOR SILL ANCHOR TO CONCRETE MAX SPG'G / MIN. EMBED- MENT, IN. 5/8" J-BOLT OR 12/4 OR H2.5 OR WING-15600, GON'T SHEATHING 5/8" TITEN HD, IN/ @ 24" MAX. OR 160 @ 6" OR 3" WSHR. OR 4.5" 5D5 @ 12". MASA OR MASAP <P1> \D2) (D3� (SAME) (SAME) GON'T SHT'G OR (SAME) 1617@3" OR 4.5" 5D5@W' 36/4 DRAFTED BY: d 9 E !Z SCALE 0 s 1/411 = 1' U.N.D. 0 w z 9-14-20 E 1..La62's .564'- Is Fran. Sre.Lusa Trams bN 14 . BUILDER INFO: PROJECT / CLIENT INFO r N CN cci tr CT In m Eat Xri 0O v § !i z LOUPERM 360-293-1431 2805 6RADY LN, ANACORTES, INA 18221 u..uu.strandbergconstruction.com 2y a F� o0 1 00 n1 pNNK UUWO Lan GLL'Vt gzo0 z2UU� 0 ,+'ti m N KuJJ O° izy zw OU in p2Y0z WI! wF -0Erb zx� rc w QOs 0 N �asuo U 0 = 0 0z � x U27O �N6 3 00 22 QQz z w,j'aa woz W22WW ',ag¢o= Roo LL m to 0 000g_0 m ww LL40 OWNER APPROVAL INITIAL: PAGE: OF: A20 fILE; LNxr5JPM ?ESIGNED BY PREFAB l'IOOD PRODUCTS FRAMING CONNECTORS PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL ENGINEER. THE PREFABRIGATFD STRUCTURAL ROOFING DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING MEMBER SIZES, FORGES, INSTALLATION PROCEDURES, BLOCKING, BRACING, ETC. ENGINEERED WOOD — GENERAL. THESE PRODUCTS MUST BE PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FAILURE TO DO THIS MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING CAPACITY. ANY NATIONALLY -RECOGNIZED BRAND THAT MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. I -BEAM COMPOSITE NEB/ FLANGE JOIST PRODUCTS. THE CONTRACTOR SHALL INSTALL THE I -JOIST PRODUCTS COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING / BRACING AS SHOWN ON THE PLANS AND / OR AS RECOMMENDED BY THE MANUFACTURER. P5L (PARALLEL STRAND LUMBER) AND VERSA -LAM. USE MINIMUM 2.0E, 2,Q00 P51 MINIMUM ALLOWABLE BENDING STRESS. LVL (LAMINATED VENEER LUMBER). USE MINIMUM 1.ciE, 2,600 PSI MINIMUM ALLOWABLE BENDING STRESS. LSL (LAMINATED STRAND LUMBER). MEMBERS INDICATED AS 1.5E SHALL HAVE MIN., 1.5E MODULUS OF ELASTICITY AND 2,300 PSI ALLOWABLE SENDING STRESS. MEMBERS INDICATED AS 1.3E SHALL HAVE MIN., 1.3E MODULUS OF ELASTICITY AND 1,700 P51 MIN. ALLOWABLE BENDING STRESS. GLUE -LAMINATED TIMIBERS. UNLESS OTHERWISE NOTED, ALL GLULAM BEAMS SHALL BE 24F-V4 DF/DF. ANY THAT SPAN CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS OR ARE CANTILEVERED, USE 24F-VS DFIDF. USE INDUSTRIAL APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE GRADE. PRESSURE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN 10% WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES FOR PRESSURE TREATING. ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC APPROVED FABRICATOR. STORE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED ITEM CANNOT BE GUARANTEED IF THIS PROVISION 15 NOT ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF INSTALLATION RISKS CRACKING OF WOOD, CONTACT ENGINEER FOR ALTERNATE NAILING AND / OR ALTERNATE CONNECTOR. SIMESON SD5 WOOD SGREIAI5. WHERE SPECIFIED, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. IN GENERAL THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. 51MP50N SD e\i00D SCREWS. WITH MOST SIMPSON CONNECTORS, CONTRACTOR MAY USE 5061 IN LIEU OF 10D NAILS, AND / OR 5010 IN LIEU OF 16D NAILS. THESE ARE PROVIDED IN 1-1/2" AND 2-1/2" LENGTHS. USE THE LENGTH NECESSARY FOR FULL PENETRATION INTO THE MEMBER(5) CONNECTED. GONVENTIONL VLOOD FRAMING GENERAL CONSTRUCTION: PREDR L ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL WOOD MEMBERS PER THE PLAN5 AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING CODE. FRAMIN* MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR - LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE SHOWN. ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. STUDS STUDS IN EXTERIOR WALLS SHALL BE A SINGLE MEMBER (NOT SPLICED NOR DISCONTINUOUS) FROM HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR DIAPHRAGMS, ETC_ STUD SIZE, MATERIAL, AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS 15 SHOWN IN SHEAR WALL TABLE. BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2 OR BETTER, EXCEPT INHERE EXPOSED TO WEATHER AND SPECIFIED AS PT (PRESSURE TREATED) MAY BE HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS SECTION BELOW. NAILS: NAILS GALLED OUT HEREIN ARE "COMMON" SIZES, I.E. 160, 12D, 10D, 8D. SMALLER DIAMETER, SIMILAR LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8, 160 ARE GALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED 15 S'1.5 = 12. AS ANOTHER EXAMPLE IF 160 NAILS ARE CALLED OUT AT 4" SPACING, THE SPACING OF SIMILAR LENGTH, NARROWER NAIL GUN NAILS SHALL BE 4/1.5 = 21". SHEAR WALLS' WALLS GALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE BY NATIONALLY -APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP AND BOTTOM TO DIAPHRAGMS. WALLS NOT SPECIFICALLY GALLED OUT, OR LABLED "NS" ARE NOT INTENDED AS SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. SHEATHING_ "PIN" WALLS, USE PLYWOOD OR 05B, MINIMUM THICKNESS AND NAILING AS INDICATED IN SHEAR WALL TABLE, ORIENTED EITHER DIRECTION. "ON" WALLS ARE DRYWALL SHEAR WALLS, USE PER SHEAR WALL TABLE. SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH "PIN" AND "GIN" WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR WINDOW CORNER. MULTIPLE PLY MEMBERS. TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 16D AT 4" 0C, STAGGERED. BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL 15 PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 16D AT 4" SPACING_ GLUE, EPDXY WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM SHEAR STRENGTH OF 450 PSI AT 2S DAYS. USE LIQUID NAILS LN- i40 OR SIMILAR. PREP AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. EPDXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET -HP, OR OTHER BRAND INTENDED FOR WOOD USE. WOOD AND DOWEL SHALL BE GLEAN AND DRY PRIOR TO EPDXY INSTALLATION. Y'lINDOW ANL, DOOR OPENINGS_ HEADER USE MINIMUM SIZE AS CALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL DIMENSION VERTICAL. IF HEADER IS LESS THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR SINGLE LVL) USE A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION WITH 16D AT 4" MAX SPACING. IF NO HEADER 15 SPECIFIED, THE WALL 15 ASSUMED NON -LOAD BEARING AND WALL. TOP PLATE MAY SERVE AS THE HEADER. MULTIPLE ADJACENT OPENINGS WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL, HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL -HEIGHT KING STUDS BETWEEN THEM_ EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL GALLOUTS. TRIMMERS, AKA JACK 5TUD5. USE SIZE (OR LARGER) PER STRUCTURAL GALLOUTS. CONGEALED FLANGE HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. KING 5TUD5. UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL -HEIGHT, BOTTOM PLATE TO TOP PLATE, !E DIAPHRAGM TO DIAPHRAGM. • ' OPENING LESS THAN 6' WIDE — USE MIN., ONE KING STUD EACH END OF HEADER. • *OPENING 6.1' WIDE TO 4` WIDE — USE MIN., TWO KING STUDS EACH END OF HEADER. ■ OPENING 1.1' WIDE TO 16' WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. DISCONTINUOUS TOP PLATE. WHERE WALL TOP PLATES ARE GUT, OMITTED, OR OTHERWISE DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE GONNEGTED TO THE REMAINING TOP PLATE BEYOND WITH A HORIZONTAL G51 S STRAP WITH MINIMUM 12" LENGTH ON THE HEADER AND 12" LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. ANCHOR BOLTS. SHEARINALL ANCHOR BOLTS GONNEGTING MUD SILLS, USE 5/S" DIAMETER X S" MIN EMBEDMENT AT THE SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60" OG AND WITHIN 12" OF ENDS AND CORNERS, WITH 3" X 3" X .229" STEEL WASHERS, WRENCH TIGHT. NET SET ANCHOR BOLTS SHALL HAVE A HOOK OR HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN LIEU OF WET SET - SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET -SET ANCHOR BOLTS AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR WET SET ANCHOR BOLTS. NON -SHEAR 'AMU ANCHOR BOLTS SHALL BE SPACED A MAXIMUM OF 12-INCHES AND WITHIN 12-INCHES OF ENDS AND CORNERS AND SHALL BE FITTED WITH 2" STEEL PLATE WASHERS. USE EITHER 1/2" DIAMETER X S" MIN EMBEDMENT WET -SET, OR 1/2" TITEN HO WITH 4" MIN EMBEDMENT. NON-SHEARYVALL ANCHORS MAY BE 0.145" DIAMETER POWDER -ACTUATED PINS WITH 1-1/2" MIN CONCRETE EMBEDMENT, AT 16" OC, UNLESS OTHERWISE SHOWN DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION -RESISTANT SCREWS, SIMPSON SDci OR SIMILAR. HANGERS SHALL BE U OR LU ONLY (NOT LUS.) LEDGERS SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS. ALL HARDWARE AND CONNECTORS SHALL BE AT LEAST MEDIUM -DUTY CORROSION -RESISTANT WITH GALVANIZING OR SIMILAR. PRESSURE TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND / OR SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT, OR OTHERWISE NON -REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, ETC.) OR STRUCTURAL STEEL MEMBERS_ IN CERTAIN GASES NON -PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. !N THESE GASES USE A LAYER OF HEAVY, ASPHALTIC -TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH BRIDGING OR BLOCKING AT S' OG MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM CONNECTION ON THE TOP . FRAMED FLOORS WHIGH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE SUPPORTS BENEATH. BOLTS. UNLESS OTHERWISE SPECIFIED: USE WASHERS ON ALL BOLTS; TIGHTEN ALL BOLTS TO A VERY SNUG WRENCH TIGHT CONDITION; USE STANDARD A307 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME DIAMETER HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF BOLTED WOOD, AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: 5/3 INCH DIAMETER BOLTS 3 INCHES 3/4 INCH DIAMETER BOLTS 3.15 INCHES MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GUSSETS, FLANGES, WEBS, ETC.) SHALL BE ONE INCH. ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LESS EDGE DISTANCE THAN SHOWN ABOVE. LAG BOLTS. ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4" SHALL HAVE PILOT HOLES PRE -DRILLED. SIZE OF PILOT HOLE IN THREADED PORTION SHALL BE 70% OF THE UNTHREADED SHANK DIAMETER (OR ALTERNATIVELY, c10% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. FOUNDATIONS / CONCRETE GEOTECHNICAL REPORT: GGI 15 NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. GU STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND GFOTEGHNIGAL ENGINEERING ARE NOT A SPECIALTY OF GGI. GGI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS DATA, WHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE, AND COHESION. IN THE ABSENCE OF A GEOTECHNICAL REPORT GGI WILL MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER, GGI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND. ST_RUGTURAL FILL: "STRUCTURAL FILL" SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR OTHER GLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST BE COMPACTED PER THE FOLLOWING SECTION. COMPACTION• PLAGE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING S-INGHES. COMPACT USING MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BAGKFILL COMPACTED TO c15% RELATIVE COMPACTION. IN NON -PAVED OR NON -FOOTING AREAS USE STRUCTURAL BAGKFILL OR NATIVE BAGKFILL MINUS ROCKS, LUMPS, AND ORGANIC MATTER, COMPACTED TO 112% RELATIVE COMPACTION. WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT TO'95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER -EXCAVATION, FILL OVER - EXCAVATION AND COMPACT PER THE ABOVE. FOUNDATIONS FOOTINGS QN SOIL: ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED EXISTING SOIL OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINGS AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12". FOUNDATIONS FOOTINGS ON ROCK: WHERE FOOTINGS BEAR ON ROCK, GLEAN THE ROCK FREE OF LOOSE ROCK, DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRESSURE WASH A5 NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. INHERE ROCK 15 SLOPED LESS THAN 4:1 (14-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY. WHERE ROCK 15 SLOPED 4:1 (14-DEGREES) OR GREATER (UP TO 45-DEGREES MAX), USE #4 X 13" LONG DOWELS ROTOHAMMERED MIN., 8" INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE Y" DIAMETER, PERPENDICULAR TO FACE OF ROCK. NO EPDXY IS NECESSARY. DOWELS TO BE LOCATED AS FOLLOWS: O FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6" OF ENDS, CORNERS, AND INTERSECTIONS AND AT 36" OG MAX SPACING. DOWELS TO BE CENTERED ON STEMWALL. O FOR FAD FOOTINGS LARGER THAN 12" SQUARE OR ROUND, USE THREE DOIAIEL5 SPACED 8" APART, CENTERED ON FOOTING. IF DOWEL 15 TOO LONG TO FIT IN FOOTING, BEND A5 NECESSARY TO PROVIDE 2" COVER AT TOP AND / OR 5IDE(S). O FOR PAD FOOTINGS EQUAL OR SMALLER THAN 12" SQUARE OR ROUND, USE TWO DOWELS SPACED 6" APART, CENTERED ON FOOTING. IF DOWEL 15 TOO LONG TO FIT IN FOOTING, BEND A5 NECESSARY TO PROVIDE 2" COVER AT TOP AND / OR 51DE(5). SLABS ON GRADE SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS) ARE RECOMMENDED FOR ALL INTERIOR SLABS, FOOTING DRAINS. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED. STANDARD CONCRETE: STANDARD CONCRETE_ CONCRETE FOR FOOTINGS, SLABS, AND WALLS SHALL ATTAIN A MINIMUM 28 DAY STRENGTH OF F`G = 2,500 P5I UNLESS OTHERWISE NOTED ON PLANS. MINIMUM GEMENT CONTENT = 5 SACKS PER CUBIC YARD. MAXIMUM WATER/DEMENT RATIO SHALL BE 0.45_ ALL MATERIALS SHALL BE IN ACCORDANCE WITH AGI 313, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN ACCORDANCE WITH IBC AND AGI 304, LATEST EDITION. ADMIXTURES INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, FLOWABILITY, AND / OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OF THE CONCRETE 15 NOT ADVERSELY AFFECTED. AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR WEATHER. FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY' BE USED IN ACCORDANCE WITH ASTM G618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD CONCRETE LISTED ABOVE. CONCRETE REINFORCING: STRENGTH: STANDARD FOOTINGS, STEM WALLS, SLABS ON GRADE, REINFORCING BARS (REBAR) FOR STANDARD FOOTINGS, STEM WALLS, AND SLABS ON GRADE SHALL BE GRADE 40 (FY = 40 KSI) OR BETTER, UNLESS OTHERWISE SPECIFIED IN THE PLANS. STRENGTH: RETAINING WALLS AND OTHER STRUGTURAL.ELEMENTS. REINFORCING BARS (REBAR) FOR RETAINING WALLS RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS, AND FOR STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY = 60 KSI) UNLESS OTHERWISE SPECIFIED IN THE PLANS. SPLICING. BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN ACCORDANCE WITH THE MOST RECENT AGI COPE ADOPTED BY THE JURISDICTION. WELDED WIRE FABRIC. UNLESS OTHERWISE SPECIFIED, WELDED WIRE FABRIC (WWF) SHALL BE 6"X6" (6 GA.), ASTM A-135. SPLICE BY LAPPING ONE MESH +2" ALL SIDES. COVER. PROVIDE THE FOLLOWING MINIMUM COVER: FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH 2" SURFACES EXPOSED TO WEATHER 1-1/2" FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED. BOLTS AND DOWELS IN CURED CONCRETE: GENERAL THI5 SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT = 4-INGHE5 UNLESS OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE CENTERLINE UNLESS OTHERWISE SPECIFIED. EXISTING REINFORCING. IT IS IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR GUT DURING ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON- DESTRUCTIVE METHODS (PAGHOMETER, RADAR, OR SIMILAR). WASHERS. USE 3"X3"X.229" WASHERS ON ALL W000 MUD SILL ANCHOR BOLTS. SUCH WASHERS MAY BE SLOTTED, WITH PLATE WASHER UNDER THE NUT A5 ALLOWED BY THE IBC, AT NON -MUD SILL LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. NON -EPDXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS. THESE ANCHORS MAY BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EPDXY SYSTEMS. FOR BOLTS, USE SIMPSON EPDXY -TIE BOLT SYSTEM WITH ET -HP OR SET HIGH STRENGTH EPDXY, WITH ZING PLATED, A307 'ALL -THREAD' BOLTS AS SHOWN IN THE SKETCHES. FOR DOWELS, USE ET -HP OR SET HIGH STRENGTH EPDXY AND REBAR AS SPECIFIED ON THE PLANS AND CALL0UT5. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPDXY MANUFACTURER'S RECOMMENDATION. GENERAL NOTES BASIS OF DESIGN — APPLICABLE GODES: CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE WITH THE 2015 IBC. CONSTRUCTION SHALL CONFORM WITH THE MOST RECENT BUILDING CODE ADOPTED BY THE APPROVING JURISDICTION. CALCULATIONS. THE CALCULATIONS INCLUDED HEREIN ARE ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR ANALYSIS 15 "61" (BY INSPECTION.) LIMITED SCOPE OF CONSULTANT'S WORK: QONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE OF THE WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., DOING BUSINESS A5 GQNSTRUCTIONCALG, INC., HEREAFTER INDICATED AS "GGI." C0J E c2f CONSULTANT'S WORK. THE SCOPE OF WORK OF GGI 15 LIMITED TO STRUCTURAL ANALYSIS OF A NEW SINGLE FAMILY RESIDENCE. GGI TAKES RESPONSIBILITY ONLY FOR ITEMS SPECIFICALLY ADDRESSED IN OUR DRAWINGS AND CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY ADDRESSED HEREIN SHALL BE BUILT PER MINIMUM CODE. LOADS FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN / ANALYSIS: O ROOF LIVE: 20 PSF. O ROOF + CEILING DEAD: 15 F5F O ROOF SNOW: 25 PSF O FLOOR LIVE: 40 PSF O FLOOR DEAD, 1.5" GYPCRETE: 27 PSF. O STAIRS AND EXITS, RESIDENTIAL, LIVE: 40 PSF O DECK LIVE: 60 PSF O DECK DEAD: 10 PSF. O EXTERIOR WALL DEAD: 10 PSF O INTERIOR WALL DEAD: 7 PSF O SEISMIC FACTORS: SS= 1.107, 51= 0.44 O SEISMIC DES CATEGORY: "D" O WIND EXF'05URE'G', 3-SEC GUST: 120 MPH. O ASSUMED ALLOWABLE. SOIL BEARING PRESSURE: 2,000 PSF. SINGLE PROJECT: THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, AND / OR TABLES PREPARED BY CC! ARE VALID ONLY FOR THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: ONLY COMPETENT PERSONNEL FAMILIAR WITH CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE PROJECT SHOYAIN HEREIN SHOULD BE EMPLOYED TO ASSEMBLE AND CONSTRUCT THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO CONSTRUCTION METHODS USED, SAFETY PROVISIONS EMPLOYED, AND THE FINISHED A5-BUILT CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. MATERIALS AND METHODS: PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS. TEMPORARY SUPPORT AND BRACING: GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING CONSTRUCTION. DESIGN OF SAME 15 NOT INCLUDED HEREIN. CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY - SUPPORTING DEVICES WITH A QUALIFIED PERSON. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF ALL TEMPORARY AND/OR PERMANENT SUPPORT SYSTEMS. .RETAINING WALLS. DO NOT BAGKFILL AGAINST RETAINING WALLS UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR RETAINING WALLS THAT ARE TO BE CONNECTED AT THEIR TOP TO HORIZONTAL FLOOR DIAPHRAGMS, 00 NOT BAGKFILL AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO THE RETAINING WALL. J. SYKO RA, G P S D o sJ ui ix n_ DRAFTED BY: SCALE 1/4" = 1' U.N.O. 9-14-2O 15 €art srcuer't. aTE.04,5 b- . PROJECT 1 CLIENT INFO LOUDERMILK RE5IDENGE 2SO5 GRAPY LN, ANAGORTES, g&221 uxuw. strandbergconstruction. corn OWNER APPROVAL INITIAL: PAGE: OF: A21 FILE: L1Wera1Jlmlprapbmrl5lrandberg PrvJec[sILaudermiltIVeslg nAaudermllk 24 X36 LO,pUt.raya Uc