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HomeMy WebLinkAboutPermit File BLD-2019-0293 3938 Rock Ridge Parkway PROJECT DESCRIPTION PROJECT INFORMATION J. SYKORA, CPBD NEW SINGLE FAMILY PROJECT ADDRESS: fILE�OF RESIDENCE s N ZONING TYPE: R-2 3938 ROCK RIDGE PARKWA?r`j,TY OF ANACORS 1' u.N.o. ANAGORTES, WA 98221 PLANNING & BUILDING : z APPROVED PLANS 5-1-19 PERMIT#: �J —Z '9 0LA P#133956 ADDRESS: ���� �+F tu CODE COMPLIANCE ems % CD - APPROVEDDr , SI IRIECT TO FIELD INSPECTION ED PLANS Z ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND r■ „ PLAN AREAS SHALL NOT BE ALTERED WITHOUT T AUTHORIZATION ORDINANCES AND THE FOLLOWING: ) i ' fp - 2015 INTERNATIONAL RESIDENTIAL CODE �'" - MAIN FLOOR 2,018 SQ.FT. 0 - 2015 WASHINGTON STATE ENERGY CODE r. x - 2015 UNIFORM PLUMBING CODE UPPER FLOOR 991 SQ.FT. me) • 4 BASEMENT FLOOR 450 SQ.FT. - DEFERRED SUBMITTALS m TOTAL LIVING AREA: 3,519 SQ.FT. 1 . MECHANICAL HVAG SYSTEM DRAWINGS11 s * V I ‘ . , r ' . ' L : ' ' * ' - GARAGE 840 SQ.FT. I 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS DECK 264 SQ.FT. CZ 3. NATURAL GAS DISTRIBUTION DRAWINGS _ : COVERED ENTRY 54 SQ.FT. 4. PLUMBING DRAWINGS 5. ROOF TRUSS DRAWINGS ( CALCULATIONS �'r UPPER BALCONY 100 SQ.FT. ell S. FLOOR JOIST DRAWINGS / CALCULATIONS UTILITY 66 SQ.FT. E 1. LANDSCAPE PLANS �� S. LIGHTING PLANS 11111 * --Jammer tt, q. CABINET SHOP DRAWINGS ' w 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11 . FIRE SPRINKLER (IF APPLICABLE) t FIRE AREA: 4,413 SG.FT. cv 12. SOLAR PANELS (IF APPLICABLE) ti o 13. ELEVATOR PERMIT (IF APPLICABLE) i 1111, . _ ,, . FIRE FLOW REG. = 1 ,150 GPM r 3 c DESIGN INFORMATION c a NEAREST HYDRANT GPM = 1301 GPM o Tr to m co -t3 BUILDER: STRANDBERG CONSTRUCTION, INC. - Z w - Xi_ r a cn ,.. P.O. BOX319 ._.. _ : c Q mo � � ANAGORTES WA 18221 0 0 m � Q m � 360-293-1431 r � � � �/ �°PB - STRANDBERG CONSTRUCTION INC. ENC E AY 03 2019 DESIGNER: JIM SYKORA G DEF E S I D TH JIM@STRANDBERGGONSTRUGTION.GOM 3c138 ROCK RIDGE PARKWAY, ANAGORTES , YAIA g8221 W CITY OF ANACORTE� V z IIIV gi LAYOUT PAGE TABLE ri , - - REVISION TABLE z Q w tSl PG# TITLE COMMEtTS CONT. DATE Al COVER SHEET PG# DATE DESCRIPTION in u..t Q W xi v A2 SITE PLAN LU v to A3 FOUNDATION PLAN o 0 ° 0 A4 FOUNDATION DETAILS a_ 0 co z a_ v m < A5 BASEMENT FLOOR PLAN m Ab MAIN FLOOR FRAMING PLAN Al MAIN FLOOR PLAN AS UPPER FLOOR FRAMING PLAN 6U Al FLOOR FRAMING DETAILS FOR 0 8 oww. 0. A10 UPPER FLOOR PLAN III~ Ng ==o,w in All WINDOW SCHEDULE w, w w �w €p�a� Al2 MAIN FLOOR ROOF FRAMING 1^ P a =wao V - wOYr�c A13 UPPER FLOOR ROOF FRAMING gBiq TAM goua A14 ROOF FRAMING DETAILS p_ii_= �o=wo ox3aa Al BUILDING SECTIONS = . Alb BUILDING SECTIONS OaNni 0OQio Al v ft EXTERIOR ELEVATIONS _ 310) A15 EXTERIOR ELEVATIONS - _ __l_apo All ENGINEERING INFO BASEMENT PLAN - - OWNER APPROVAL A20 ENGINEERING INFO MAIN PLAN -- - INITIAL: A21 ENGINEERING INFO UPPER FLOOR PLAN - PAGE A22 STRUCTURAL NOTES - - ,vc A23 LANDSCAPE PLAN OF: A24 SWWWP PLAN A25 5TORMWATER BMP'S DESIGNED BY. J. SYKORA, GPBD ti- c\ ` ` DRAFTED BY: R 13 I It �O ` DI o N � ` \ ` \ ^\\ SCALE co 5 `� � � ?gX 1" = 101 ' U.N.O. Iz )` \ G W to I / �� �� \ 5-1-19 a / \\ DRIVEMAXWWAYIDTH ENTRISANCE20'PER. / \ A \ \ EDS STANDARDS. ` / •\ CD I \ / \ �� — r4, / \\\ brae°~ h0 °b \ : 1 �'` \/ W / /'? (1) 0 /. , /' _a -(:) i, 1 // // C 8 N 1° 11' 12"E — — — — — / / A , , \P47 0� 02o / / / / (115 , ' 1 / / \WATER METERI / / / co++ --., .10 111 \ ¢ s, �H �A rpkiOE •74, HYDRANT-130'AWAY S' / \ //470 0p �'` ' t. / \ . 415.00 / 0- w `\ R� / E°se \ ° � E O / v � �"c / MN. V o ry �y\ 1125' bk o \ / / � \\ \ °'BCD — c / \ \�sre o 0 foe ra /� `� t \ ! I LOT INFORMATION o- / � , , I H zp / / � ° / I 07 / ; ADDRESS: 3938 ROCK RIDGE PARKWAY a ry i / / / \ . / \ FINISH FLOOR=481.00' j/ I I Z O w K. / \/;4P/ ' :0 ` ` i h'-' I I PARCEL# 133956, cm / / / ii �\ I LOT SIZE : 11 ,233 SQ.FT. y471:.00 / a / \ J v I / aw.00 �,/� ,l II I. I MAX BUILDING COVERAGE (35%) = 3,931 SQ.FT. Z II 1 / IZ LULU I / // /\ 5FR \- / I �/ I ACTUAL BUILDING COVERAGE = 3,236 SQ.FT. ^ xi e0 / • oo / �`� / ,1 HOUSE IMPERVIOUS: 3,138 SO.FT. (ROOF AND DECK) W / III I DRIVEWAY IMPERVIOUS: 1 ,526 5Q.FT. Vw_ 82.21' LlI — — — — — — \ i ' I !Z WN1° 1l' 12"E ne��o / I," I1 SIDEALK & STEPSIMPERVIOUS: 8305GFT v In V El 1io• ic o. / ���/ / I TOTAL IMPERVIOUS: 6,094 SQ.FT. 0` v I -A r iiiii, . 0 ry -,c ..„ ir: 1 , O �� I DRIVEWAYSIN 1.1� 1 I 526 SO FT- / ,,,,, ,*: / , 1 l� V CO CO I1 coI any / 4 I // :4* / ,L / / w . 1 o as I� / ) / , z I / , I -A 07 o I / / = FU 1 1 , / , I I o°off I II ?e.64, / / / DO / , I oywl / / ��. , / olio / / I rcaos / / / / u awouw 1 �1a' , , 1- I I 3 r FINISH FLOOR= 487.00' / N I zin I =3� cO .I (V , m l eg w <t (V a <\ - One tr ° \ / m 1 oar; VAE I L \ \ / I 1 rig'-K z Iii \ \ I I 0_ M- °a iIQry�UU/ f p wUg I 20-0 \ / 0�0�2 1 I \ , I ILI 02w0 \ \ \ 27° I wOzyK 1 SILT FENCE a oil 911�T rENGE - 6F6 w I — LOT q3938 Lail NGPE �° o=oa �a�o 1 1 11 ,233 5F p° �LL I o � - I mo OWNER APPROVAL INITIAL: I PAGE: I N L _ — _ _ _ _ 121.01' {I� 50° 45' 14"W — — — — — — — — — — — — — 50° 45' 38"W �J 0F. DESIGNED BY: FOUNDATION NOTES J. SYKORA, GPBP 1, Al ' " 'EXTERIOR HARDSCAPE-SLAB OR PAYERS ' • DRAFTED BY: Ir 85w SIMPSON WSW _.• - - .. • 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Y. i 8 / o 5' 6" 1v T 2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS(ON THEni / 6'-0• ` :' " ' EXTERIOR OF THE FOOTINGS)SHOULD SLOPE DOWN AT A 5 PERCENT f \ r — - - , _ : •' ',. 15'-5 1/2 - SCALE 28' 0" / 13' 0" / 9' 0" / 2O -0 1/2 { .. MINIMUM SLOPE. THIS MUST CONTINUE FOR AT LEAST 10 FEET. k� !"4 '� CONCRETE COLUMN 886W :. . 3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING 1/�}" = 1' U.N.O. D 1 I I 1 5 VALUES IN IRC TABLE R401.4.1 SHALL BE ASSUMED. • •: : • CONCRETE FOOTING FOR - '• - BSW-SIMPSON WOOD SHEAR WALL STONE COLUMN ABOVE • I 77 _ 2'-4° A19 ., l A4 E5 BELOW — 'O -•ip SHEAR WALL: USE WSWib. WIDTH=18'.HEIGHT,SEE 17HD-ALTERNATE IHOLDOYH-EMBEDDED STRAP TYPE ' . J ' ° 1- CONCRETE WALL FOR T- o 0°1 1 0 - 2• 0 6 PREVIOUSLY UNDISTURBEDLEAST 12 5-1-11 �i1 y 4 FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCH {` MIN 8"THICK FOOTING LONE I T� .. 0'- 1- BELOW. MM.CAPACITY:GOOD FOR 21b5 LB UPUFT. -' • �" - IN/#4 REBAR @ 9"O.G. E.W. I;n m 2'-3 1/2 �— 3' 0" J 2'b' -•�'X ' b'0•• Y-Kz EIGHT: FOUNDATION TO BOTTOM OF HEADER BEAM.OKAY TO FIOLDOY'M:USELSTMDbFORNORIMJ05TLONDITION. _ DELKJOISTSSUPPORT I — 5NE(THOTINGSALSOMUSTHEGROAT y j I — — — — ` — `rl INCHES BELOW THE FROST LINE(THE DEPTH TO WHICH THE GROUND a ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY.NOTE FOR RIM JOIST CONDITION USE LSTHDBRI. - -'+l. 4 •I Waal-CONCRETE WALL TO BEAR 85W ` 1 }`- WSITSDIRECTLYONFOVNDATION;WALLANOFLOORTO NAILS:USE lb,16DTOFULL-HEIGHT STUD AS FOLLOWS. WALL:USE CIPCONCRETEWALL,SIZEPERARCH. BSWTOBEAR I 11 {I - N8 FREEZES IN WINTER)OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD m -0"� I J 1 ___ 20H 2bH I O FRAME AROUND WSW.OKAY TO HANG FLOOR JOIST ON WSW. STUD:USE ARGER OF:KING STUD AS 5PECD ELSEWHERE;OR CHOICE OF 2-2 .3X,OR 4X 1 1 DIRECTLY ON TOP OF THIS. \ .- q6 � I = HAVE A MINIMUM WIDTH OF 12". IGNMENT:POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE ALTERNATE 2-MOLDOYMI-BOLT TYPE ••• - ,. A20 I q20 WALL REBAR:USE TWO MATS OF MIN.,65 AT 12'OC,EACH WAY,EACH r— 1I A4 00111) OF STUDS FURROUT AS NECESSARY TO FLUSH UP WITH HOLoowN, T MAT T FROM FACE OF WALL. I - ''•••/ , FOOTINGS MUST BE LEVEL, NO EXCEPTIONS PREFERENCE FOR m 5 TOP OF THE REMAINDER OF WALL LAGS:USE 6 5DS 1M X23 TO FULL-HEIGHT STUD PER ABOVE I• , VERTICAL REBAR SHALL EXTEND TO BOTTOM FOOTING REBAR AND 5 5 " THE• BOTTOM OF THE FOOTING IS THAT IT 15 LEVEL. EXCEPTION: IF BUILDING Z OP CONNECTION:HEADER BEAM TO EXTEND OVER WSW. ANCHOR BOLT:IF WET SET,USE 5/b°DIAMETER 55TB16,OR 5/3"ALL-THREAD WITH NUT AND 3• Z Z - 1 TERMINATE WITH A b"BEND.OKAY TO USE STUB BARS UP FROM A4 q4 '• - CONNECT WITH PORTAL STRAPS WSW-PS.ALSO CONNECT WASHER ON EMBEDDED END.MIN EMBEDMENT=17.IF TOO LONG TO FIT IN FOOTING,BEND 90- K A4 1 I - FOOTING AND LAP SPLICE 36"MIN.,IN WALL. - ,'• ' ON A SLOPED GRADE,YOU CAN STEP THE FOOTING AS MUCH A5 1 UNIT HEADER BEAM TO WSW WITH WSW-TOW PORTAL PLATE. O O - I H. _ - '• o--18HD HOLDOW N v DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3"COVER AT BOTTOM OF FOOTING. 0 0 r H. HORIZONTAL REBAR FROM ABUTTING DECK STEMWALL,EMEND 18H0-HOEDOWN ,' • ' VERTICAL PER 10 UNITS HORIZONTAL(ORAIO PERCENT SLOPE). SHEATHING:SHEATHE HEADER,WSW,AND WALL SIMILAR TO 2PW IF ROTOHAMMER,U5E 5/0"TITEN HD OR ALL THREAD&EPDXY,WITH b'MIN CONCRETE — - \-♦. THESE TO FAR MAT OF REBAR IN BBCW AND TERMINATE WITH A b" O O HOEDOWN:USEHDU560NNECTED T:1912 BOTTOM CONNECTION:WSW SITS DIRECTLY ON FOUNDATION; I x BEND. I 6. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS as) W EMBEDMENT,CENTERED IN STEM WALL. LAGS:U5E 14 SOS 1/4 X 2.5 TO 72P. : . AND FLOOR TO FRAME AROUND WSW.OKAY TO HANG - - - _ = I �'I - FOOTING: USE MIN.,6'XS'X12"THICK.USE 715 AT 12"OC,EACH WAY, 1 iANLHOR BOLT:USE 5/B'DIAMETER55TB24,OR 5/0"ALL-THREAD ) OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 15"X24 ". 0 FLOOR JOIST ON WSW.ANCHOR BOLTS,USE ALL-THREAD,1/B" I- 1'- I „ 3"FROM BOTTOM,AND X5 AT 16"OC,E.USE05 ,2"FROM TOP. WITH NUT AND 3"WASHERON EMBEDDED ENO-MIN EMBEDMENT= - OPENINGS THROUGHA PERIMETER WALL SHALL NOT BE LESS THAN 6"X24". O I DIAMETER,EMENDED36"MIN INTO ERA (BEND SLIGHTLY AS I 1 I _ 1 NECESSARY TO ENSURE 6'MIN COVER AT EMBEDDED END)AND 16' USE DOUBLE NUT ANDS"X 25"WASHERON EMBEDDED END. 1 I I A4 I —1 IF TOO LONG TO FIT IN FOOTING,BEND 90-DEGREES AT BOTTOM I WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS 15 BELOW GRADE, ID in SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, A4 Al OF FOOTING,MAINTAIN 3'COVER AT BOTTOM OF FOOTING. W J - - - I AN AREAWAY OF NOT LESS THEN 16"X 24" SHALL BE PROVIDED. THE BOTTOM - J - OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS �:.. ; ' .. 414 CONCRETE SLAB OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR 2. ID 51� :: .. . ... ., . . :.. - _. :.. .-. r. ..,'` - .r..:' - - • • • POLISHED CONCRETE FINISH m I' J L — - - - - TO THE RESIDENCE. r 11 . '-2"RIDGID FOAM UNDER SLAB . , ' Al 1 II „ , 1. FOUNDATION VENTS -THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF 1 A9 = THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE A4 "' - OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH a r 1- 24"x 24"x 6" 5 5 a� FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF • FAMILY - : ' VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR al • 24"x 24"x 6" W/(3)#4 REBAR '.r455z Q,-FT -• �' '. A4 ii) 5 5 • • • EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE 1 B'-3" y 4'-10 1/2" / - IN/(3)it4 REBAR EACH WAY. TYPICAL A4 A4 - • • r GROUND SURFACE 15 COVERED BY A GLA55 1 VAPOR RETARDER MATERIAL. a 1 �_ : I EACH WAY. TYPICAL • r WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED,THE MINIMUM NET 'Ik ; f r- r r - (- - r- -I :. q AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOTCO s n I I I I I I I "`� I-- , I I ` •c •' - FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH r r,- -4- - - - - I� t ' ; =BLACKOUT FOR DOOR J J J L — J VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE .. "" 5-5 1 2_0 4-4 7-0• 6-61/2.. 2'_0..-/ - 5'-0"- / 7-0" 5_0.. - - _5._3.. - - - - . : - BUILDING.N Iii r '. I. • GRAWLSPAGE R WM m I BATH' ' . 6 I b.WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON LL o _ _ _ _ J A4 CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION INE v Q FT \ 6"MIL VISOUEEN \ _ • • = ACCORDANCE WITH THIS SECTION. GOLD-FORMED STEEL FRAMING SHALL BE 1337 5 r I VENTILATE WITH (14) FOUNDATION VENTS \ 20N T ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL o I III �. I 96 PLATES ANCHORED TO THE FOUNDATION.ANCHORAGE OF COLD FORMED ;, r -1m �' 1 • '_ I I STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL ry 2 • oI- I I I _ �+ L _ I L I I ' 3B A I•• . , ., ', . A54 I FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION c in J . .. ., .- .. ._ 5-5 2'O 4-4 7- .• -- - .- - - - - - -' - - - m I Tv R505 3 1 OR R603 3 WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON Ov 24"x 24"x 8" - - �" I_ II 1 / 4( ' �( A �" 5 •I 5 rl- I I MONOLITHIC SLABS WOOD SOLE PLATES OF BRACED WALL PANELS AT • _ 1 co - W/(3)#4 REBAR 5 A4 A4 - _ BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES U- tO m 9 - - .�. . ,. - - _ in EACH WAY. TYPICAL I • -� \ z W -a A4 SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INGHDIAMETER - SLOPE GARAGE FLOOR• /r/ T X • / 02.1 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET(1629 MM)ON W O O m 1 q I I 5 CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS Q m y ry N : • iV [_ J I J I — J I 1 I I el A4 REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER Q d ,T,°l &ARAG ! `r' 5 I I 5 5 - 2 I 20H I 1 2 (12.1 MM)ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES(178 _ C b'-51/2" -----7I / ., q6 O • . •. .84j SQ F7 ' " " . q A4 I I A4 - q4 - A4 { I A4 - MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. co 1 1 ry - .F W I L_ — - �_ ' • -i .D THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE • NGRETE 5LA8 A4 A4 y - o I L� 4•GAR RJ PLATE.A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. 4 GO - o I l I I ", L —— . ' T1-.• ,� be WA$ii% 0 THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE 5 5 I I L - J \ , IIII — Pr I !.~�,�� BOLT LOCATED NOT MORE THAN 12 INCHES(305 MM)OR LESS THAN SEVEN ` l } A4 A4 l L - J I I : UT•1141 a�. : ' - I v f T-b va" ,�2'-0" ,L 1o'-a 7-0• 5 Y BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR 0 r A4 I I A4 A4 I I I•!. L' BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE r I I I 1 � NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH z W Y cci L - • . I APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE - �/ 1 • ' • 6"MIL VISQUEEN ° 3 I I s j1�( \ PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS I- Q tr A4 4rp LpI _ R311 AND R316. EXCEPTIONS: 1. WALLS 24 INCHES(610 MM)TOTAL LENGTH W Q , '? I • I 3 OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL BE V A4. -. � 24"x 24"x 8" r �45i�i/Aj><EQIS J W •. : I" � � � � m ANCHORED TO THE FOUNDATION WITH A MINIMUM OF ONE ANCHOR BOLT LL.1 ," I --I Yy (3)#4 REBAR I (5 �` L LOCATED IN THE CENTER THIRD OF THE PLATE SECTION AND SHALL BE v N QILII L _I EACH WAY. TYPICAL I J Trams S 014 L-Y • ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN - +� - W • . I, 3 I I 3 I- IX I- 1-9ITEM 9 OF TABLE R602.3(1). 2. CONNECTION OF WALLS 12 INCHES(305 MM) BLACKOUT FOR DOOR A4 I A4 d' TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS 0 • IL A4 _ - - - - J •: \ TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED. THE W O V O WALL SHALL BE ATTACHED TO ADJACENT BRACED WALL PANELS AT / 00 Z - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - CORNERS AS SHOWN IN ITEM9OFTABLER602.3(1). ,V - - - - - - - - - - 24' S' - - - / 32 -- - (L V `p a- it 5 g m A4 O k 28'-0" — - - - - / 22'-0" - / - 9'-0" - ♦ — 11'-b" / 15'-0" / tr7 FOUNDATION PLAN _ TYPICAL 1/16 05B 7 SCALE: 1/4" = 1' FRAMED N 5' WALL �� o waoLL a6Vg ZWpUK SLABS S— — 2 X 6 WALL tL PJfl FOR SPACING SEE N3° SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 15% RELATIVE :w ow u SHEARWALL SCHEDULE � 3" X 3" X .25" � Z�wWf o�>w" COMPACTION. IT 15 STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BEARING - "` W� 1-oE�n N PLATE 'OW .I. BY A GEOTECHNIGAL CONSULTANT. E— =�`U° ��� II. pwo UNDERSLAB INSULATION: MAY U5E XP5 OR EP5 RIGID FOAM WITH MIN, 25 PSI COMPRESSIVE � _ �, II 5/8 X 12 o ry = F MANUFACTURERS ANCHOR BOLT zzrcz, STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER �_ aa a 7�_» ri u u RECOMMENDATIONS. \-, \ 000w 4 A o _ � =w�oa SLAB THICKNESS: U5E 4" MINIMUM. . _, 6§0Q �ZVF i MINIMUM OF (2) a a 1;::) � ° REINFORCEMENT: U5E ANY OF THE FOLLOWING: BOLTS PER PIECE 12" MAXIMUM WITHIN 3' 9" MINIMUM NP - MINIMUM #3 REBAR AT 24" O.G. EACH WAY CENTERED IN SLAB. FROM END OF PLATE • - - FOUNDATION - WELDED WIRE FABRIC, MINIMUM W2.9 X, 6 X 6 (6 Ga.) CENTERED IN SLAB. SPLICES NALL OWNER APPROVAL INITIAL: OVERLAY 8" MIN. PAGE: - FIBERMESH PER MANUFACTURERS RECOMMENDATION. - HELIX MICRO REBAR, MIN 5LB5 PER CUBIC YARD. • CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.G. EACH WAY. THIS 15 A NON OF: STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER. VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB, TYPICAL FOUNDATION VENT TYPICAL FOUNDATION BOLT PLACEMENT TYPICAL FOUNDATION BOLT DESIGNED BY: J. SYKORA, GPBD DRAFTED BY:" _ � ! I. SIDING MATERIAL BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R 21 INsuLATioN SIDING MATERIALii a. 03 3 BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION - 1/1b 056 i/16 SCALEKs 1/2 1/2" SHEETROCK " SHEETROCKI NAILSS O OR SCREWS " __. 1/4" = 1' U.N.O. 3/4" SUBFLOOR 3/4" SUBFLOOR 2" OG. STGGD A B G D E F G V W X Y Z A B G D E F G V W X Y Z OPTIONAL 4"SLAB I- NAILS IN BLOCKING j (GARAGE,PATIO) - 5-1-19 rc LENGTH / JOISTS LENGTH FLOOR JOISTS l. RETAINED WALL FOOTING FOOTING / FLOOR J ' (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ,r -____ - FOOTING , 'G FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. A35 TYP. ONLY �` HEIGHT POSITION HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBARF HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. OPTIONAL 4"SLAB WIDTH TRANSV. CONT. - REQIFA>4' I - BOT.L BEND (GARAGE, PATIO) BOT.L BEND °1 z SIMPSON HA`VGER I O O' - 4' CENTERED 1 g" b" b" 12" NOT b" #4 @ 24" #4 © 24" N/A (2) # 4 1F IOISTS PARAU RI F - T 0 0' - 4' CENTERED iv. b.. b., 12" REQUIRED b" @ 24" #4 @ 24" N/A (2) # 4 IF JOISTS PARAI I FI `fl0 (� REQUIRED -INSTALL"G"BLOCKING E I - - -INSTALL"G"BLOCKING I-, ~ IN(71 RAYS W --.- I _ -_- (1) IN(71 RAYS = -w, v' " " 56" 45" b" @ @ @ (2) # 4 -SCREWS OR NAILS m W 4' 1 "- b' 5" 24" 8" b" 56" 48" b" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 -SCREWS OR NAILS E i z ° 4' 1 "- 6' 5" 24" 8 b #4 24" #4 24" #4 24" y� T` '� 3 O.G.THRU SUBFLOOR On I F 3"O.G.THRU SUBFLOOR N 0 A = GRAWLSPAGE ~ SI Lli v b' 1 " - 8' 6" 32" 10" 8° 28° 28" 8" #4 @ 1b" #4 @ 18" #4 @ 16" (3) # 4 BELOW GRADE w 6' 1 " - 5' 6" 32" 10" 811 25" 25" 5" #4 @ 16" #4 @ 18" #4 @ 16" (3) #4 GRAWLSPAGX lbBELOWIGRADE Z N X I z o Si' 117:3 „ „ " " " (" ) 4"TIGHTLINE 1 4"TIGHTLINEel 1 " 10' 8 42" 10" 8 18 18 8 #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT. - EXT.WALLS ONLY J Z 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT: \_/ EXT.WALLS ONLY R-10 @: lit R-10 @' 1 0 -CONDITIONED AREA SLAB OLL w -CONDITIONED AREA SLAB lir F Wn ON GRADEZ Y MIN LAP SPLICE 24" j ICE=24" wON GRADE - p Y --B NMIN LAPO 1 aGENERAL NOTES: NOTE #k1 SLAB OR FILL-SEE OTE#1aI, SEE OTE# 1 II al s 1B w SLAB OR FILL- L , m GENERAL NOTES: NOTE #k1 -1 * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB IS NEEDED. VA/10 MIL VB -T • DRAIN ROCK * WHEN NO SLAB I5 NEEDED. R-10OFOAM R-10 FOAM 0AIN ROCK 0 D COLUMNS F, G, ARE MAXIMUMS. MAY LESS. Nirm 10 MIL VB D - I--3" /' / 4"PERF. * - - - - UNDER,MIN. 0 4"PERF. P UNDER,MIN. ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINEDHT.(A) FILL REQUIRED EXT.VALLSONLY) * '� (Exr.wuLs ONLY) 6 MILL VB ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RErAINEVHr.(A) FILLREauIRED b MILL VB GV - 0' -4' NONE - V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE IF NO SLAB * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. IF No SLAB s * REBAR MINIMUM GRADE 60. 5' -b' 12" TOE HEEL * REBAR MINIMUM GRADE 60. 5' - b' 12" TOE HEEL * CONCRETE MINIMUM fc 2500 psi _ T - 8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi - 7' - 8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F w ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR WALL CALLOUT. 9' - 10' 24" ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR WALL CALLOUT. .1' - 10' 24" ig NOT TO SCALE NOT TO SCALE E O V j N NO FLOOR SIDING MATERIAL 1 SIDING MATERIAL d 4 1/16 05B CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 1/16 OSB RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" 12" MIN. —o n D 1 X4 P.T.EXPANSION JNT ,. I 2Xb WALL PONY WALL C 1-0 R '°@ A B G D E F G V W X Y Z 2Xb WALL A B Co D E F G V W X Y Z -BASEMENT PERIMETER O ABOVE GRADE AREAS \ - ' _ — * - O CT N r 9 -CONDITIONED AREA SLAB F `, F '11 LENGTH ON GRADE LENGTH b" MIN. z X Tom- lc6 UNBALANCED WALLFOOTING FOOTING - - - r I ♦ w RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING i - Ill O O - CCP in FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. HEIGHT POSITIONp HEIGHT POSITION WIDTH HEIGHT THICKNESS SPADING" SPACING REBAR REBAR REBAR TRANSV. CONT. A WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR@ REBAR REBAR TRANSV. CONT. GRAWLSPAGEui COT.L BEND i ` , o BOT.L BEND rc Q Z `pfl W AM R10 I- - _ 0 CO gjQ mK j - ,I �� �� SEE NOT Il © 24" #4 @ 24" N/A (2) # 4 W/10 MIL VB FOAM E w 0' - 4' CENTERED 18" b" b" SEE NOT oil @ 24" #4 @ 24" N/A (2) # 4 E I- 0 O 4' CENTERED 1 S b b b24"MIN. in SHEARWALL vv SHEARWALL REQUIREDREQUIRED '^' U 1 " UNDER, MIN. ~ Z u SEE #4 18 #4 24" #4 1 S' I N 'u u I n u u SEE NOT b" @ 1 8" #4 @ 24' #4 @ 18 (3) # 4 W A111 �_ < 4' 1 "- b' 5 24" 811 b REQUIRED b" @ " @ @ ' (3) # 4 ® 4"TIGHTLINE k5 2 W 4 1 "- b 3 24" 8 b SHEARNALL REQUIRED II ' El a SHEARWALL "' w N 2Q v > II - 6" .I SEE NOT " #5 11" #4 @ is" #5 @ 11" ° 6' 1 " - 5' 36" 10" 5" SEE NOT 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 A _1 Z Z J XX b 18 36" 10" 8 8 @ (4) # 4 X '�i d SHEARWALL REQUIRED O Z 1 X 18"MIN. j SHEARWALL REQUIRED ` Q i > p� a 10" • (� qBELOW GRADE p z ILI ` , 8' 1" 10' S" 48" 0.0 SEE NOT na #5 9" #5 18" #5 9' �I LT 8' 1" - 10' .5" 4CJ° I Ou 0.0 SEE NOT a #5 q" #5 18" #5 q" I 2"GLR. Y V SHE SEE REQUIRED U @ @ @ (4) # 5 2"GLR. w CJ SHEARWALL REQUIRED sit @ @ @ (4) # 5 R 1�X@4 P.T. EXPANSION JNT. ° L CV SCREENED 2"PVG MIN LAP 5PLIGE=24" m -CONDITIONED AREA SLAB 1 1 W X WEEP HOLES b'O.G. - ON GRAVE MIN LAP SPLICE=24" m z Q- '`4 TIGHTLINE ' Z Y - I — V I W ® x 18"MIN. -.-�,_ `.� J GENERAL NOTES: Z Y 1 a• 24 MIN. FOR GENERAL NOTES: NOTE #1 SLAB OR FILL SEE OTE#1�1� B ,/ al 0 0 B`—� `� * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. I 10 WALL * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSFAGE - Q a •-- • R-10 FOAM ! t '° I II 144 * WHEN NO SLAB IS NEEDED. • • DRAIN ROCK I- * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D E _: , ,, , DRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LESS. 1O MIL VB D 1_ T t) (�/ it 1- �, 3„ f- 4.'PERF. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ' . a"PERF. * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F ` UNDER, MIN. '' `` RETAINED HT.(A) FILL REQUIRED 6 MILL VB W V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. / G -V- / * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. 0' -4' NONE IF NO SLAB C V__ �. O O * REBAR MINIMUM GRADE 60. 5' - b' 12" TOE HEEL * REBAR MINIMUM GRADE 60. TOE HEEL V * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi T - 8' 18" _ * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F cf * CONCRETE MINIMUM fc 2500 psi - - ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. " ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" 0 Cr m NOT TO SCALE NOT TO SCALE CASE 1 CASE 2I — (er b X 6 P.T. P05T SIDING MATERIAL SIDING MATERIAL 1/4" X 3 1/2 DRIVE c—) 12" SONO-TUBERETAINING WALL - 4' MAX RETAINED - CENTERED REBAR No FLOOR b R-21 INSULATION ° RAWL 45" o.C.IwABUbb POST BASE WITHIN 12" l/16 05B 1/2" SHEETROCK " 7/16 056 2 X TREATED PLATE , 2 X WALL Q _ - - 1 X 4 P.T. EXPANSION JNT. I ) R-21 INSULATION A (4) GRADE 40 Q FU R-10 @: 2X6 WALL 3/4" SUBFLOOR WHERE NEEDED) � ABOVE GRADE AREAS w --�-- ( / #4 REBAR =°a= A B G D E F G V W X Y Z -BASEMENT PERIMETER R-10 @t: IONED AREA SLAB t 1/2" SHEETROCK a =LL _ ,fcVERT. HOOKS '— rr _8.L -_ - --1� ON GRADE �" _ J oow -CONDITIONED AREA SLABF FLOOR JOISTS ` •= J CO E Reg LENGTH ON GRA4'SLAB UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING . _ i ♦ G A35TYP.ONLY _ ^ - J Z - (4) GRADE 40 =„ado HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING^ SPACING REBAR @ REBAR REBAR TRANSV. CONT. - ''I _ A d O _ - 1 -0 #4 REBAR E.W. pw"W • K o6=Wn O REQ IFA>4' `` �, • R-10 FOAM / I�/ �— �\ R !mg BOT.L BEND �— rl- - - - - -J moo WI IO MIL VB / / • I 1` R-10 FOAM R-10 FOAM '" 0 F •` R-10 FOAM • O �3�0° I4' ,I II II SEE NOT 6" #[} @ 24" #4 @ 24" N/A (2) # 4 WI 10 MIL VB (@BASEMENr -- E w ` `� A -- 1 6N UNDER, MIN. ctJ it z 0 - CENTERED 1 t b b PERIMETER IF JOISTS PARAI I FI a 10 MIL VB y (2) GRADE 40 SHEARWALL REQUIRED UNDER, MIN. ABOVE GRADE AREAS) - ___ m -INSTALL"G"BLOCKING W ♦ ♦ UNDER, MIN. #4 REBAR gig W i0 IN(2)BAYS. _ _ --. -. / MAY VARY-PER PLAN 24"MIN. • �. � I 4 -SCREWS OR NAILS E /n�' / Z �- -- -- "I iozwo <w a W tt 3'O.G.THRU SUBFLOOR / - ~33N = Z THICKENED FOOTING Q POST FOOTING �=aa GRAINLSPAGE �p 18"MIN. V 11 ° 6 Ma o X BELQWGRADE z i % SCALE: 1 " = 1 ' SCALE: 1 " = 1 ' =a�oo X � O 4"TIGHTLINE (Ll kD O gp�yLL 0 = p - awr_o _ 1 X 4 P.T.EXPANSION JNT- - EXT.WALLS ONLY S 3`°'r GENTS MIN LAP SPLICE=24" w R-1D@: J GARAGE DOOR O eomz SCREENED 2"PVC !! O z o -GONDITIONEDAREASLAB 1' MIN LAP SPLICE=24'• LL — BUCK OUT FOR GARAGE DOOR GAR4p _<_S WEEP HOLES 6'O.G. ON GRADE 1 N 4" GONG. SLAB OVER b .1►�oF'""seiyf�p �� Y 04'TIGHTLINE - Z_ Y _ '� R - O „a �/ MIL VAPOR BARRIER ON Ake a' Z LAB OR FILL-sE NOTE I B / GRANULAR FILL to , OWNER APPROVAL GENERAL NOTES: I B * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ♦ -- -- Mil.MinalI -- / R-10 FOAM \ s rt 4 item INITIAL: .�� DRAIN ROCK - - - O • • / / * ASSUMED SOIL BEARING PRESSURE: U5E 2,000 P5F D W 10 MILve • o ® DRAIN ROCK (2) GRADE 40 r•�'�nr►� PAGE: 4"PERF. 3' 4"PERF. • / / a UNDER, MIN._ 4 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. ♦ V 6 MILL VB cExr.wA WALLS #4 REBAR * REBAR MINIMUM GRADE 40. IF No SLAB V -Jr ♦ •ews � '; C '1 C TYPICAL FOUNDATION WALL * CONCRETE MINIMUM fc 2500 psi TOE HEEL TOE HEEL E1-6iIi4a42S SEAL. ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F ( , @ GARAGE DOOR Is Fart S1f4.1/GT:L, OF: SCALE: 1 " = 1' 'STE.Ats en-4 1-2r . NOT TO SCALE NOT TO SCALE DESIGNED BY FLOOR PLAN NOTES J. SYKORA, CPBD SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND W AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA WING ACCESS TO EACH SEPARATE SLEEPING - 0 N NEK CONSTRUCTION. IRED SMOKE TECT SHALL THEIR PRIMARY POWER FROM TYPICALHEADER 1 THE BUIILPINNS�WIRING AND'HAI IBEUEQUIPPED WITH A BATTTEERY BACKUP.SMOKE DETECTOR AND CO DETECT OR el ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE- 33 HEADER LE55 THAN 5' • .. SCALE v SSW SIMPSON INSW r - 2 SHELF AND HANGING ROD. 1/411 = 1, U.N.O..N•O. 2 4 ia IL IL r _ _ _ , 6. • 3 BUILT IN SHELVES. rH L. b :- -7 - - 5-1-19 a HEADER LE55 THAN 5' I �•'%�� II,, .: } ® '•i '� 1 FANTILEVER ABOVE - I 4 CABINET-OWNERI CONTRACTOR TO VERIFY. 85W-SIMPSON WOOD SHEAR WALL I , : A19 (1)KING STUD FROM WOOD SHEAR WALL: USE W5W18. WIDTH=1B•.HEIGHT,SEE 1TND-ALTERNATE 1 HOEDOWN-EMBEDDED STRAP TYPE , 7' O1 ONPLATE E,TO ' �i BELOW. MIN.CAPACT`.GOOD FOR 2165 LB UPLIFT . ; m F-3 1/2"; , 3•-0' .4 7-6' b'-0"- • I 5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5] BOTTOM PATE 1 - VV252660 Y`126-6060 ESQUAREGRESS FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" C311) (1)TRIMMER HEIGHT: FOUNDATION TO BOTTOM OF HEADER BEAM.OKAY TO HOEDOWN:USE LSTNDB FOR NO RIM JOIST COMMON. . . 30- __ I ' ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY.NOTE FOR RIM JOIST CONDRION USE LSTHDBRI. I. • _ -_- - I HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. WSW SITS DIRECTLY ON FOUNDATION;WALL AND FLOOR TO NAILS:USE 18 16D TO FULL-HEIGHT STUD AS FOLLOWS. I-� \ PRI 1• Z FRAME AROUND WSW OKAY TO HANG FLOOR JOIST ON WSW. STUD:USE LARGER OF:KING STUD AS SPEC!ELSEWHERE;OR CHOICE OF 2-7 .3X OR 4X - 14P �.•R•}. - - - - - - - u -�P I o I WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH /rt OF STUDS. AUGMENT:POSITIO AS ALIGN WITH OUTSIDE(EXTERIOR)FADE ALTERNATE 2-HOIDOYW-BOLT TYPE I - I w 1 L� lJ o = AS A CLOCK TIMER SSHAZONE RATING OF 1.50R LESS. OF STUDS.FURR-OUT AS NECESSARY TO FLUSH UP WITH HOEDOWN:USE HDU2. • . - 98 m o n REMAINDER OF HALL. LA65:USE 6 5051H X 2.5 TO FULL-HEIG4U STUD PERABOVE I l I .. . li ?IL 11 F.A.U.ON 18-HIGH PLATFORM,TOP OF PLATFORM TO BE I WY T&6 PLYWOOD. LLI •1 TOP CONNEGTbN:HEADER BEAM TO EXTEND OVER WSW. 6 I (111) Q YI ANCHOR BOLT:IF NET SET,USE 5/8°EMBEDMENTR 55TB76,OR 5/8'NG TO IN FOOTING, NUT AND 3' Z Z IL CONNECT Wffil PORTAL STRAPS WS/Y-PS.ALSO CONNECTO O I I-3•_0• EXPOSED FACE AND SIDES TO HAVE I LAYER'JB•TYPE'X'GYP-BD. NO FURNACE SHALL YEGREE ON EMBEDDED END.MIN =17.IF TOO LONG TO FIT IN FOOTING,BEND 90- a BE INSTN I FD IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, HEADER BEAM TO WSW WITH WSW-TOA PORTAL PLATE. DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3"COVER AT BOTTOM OF FOOTING. p p 1^ • �•, - 18HD HOEDOWN I 18HP HOEDOWN BATHROOM.OR CLOSET PROVIDE AT LEAST SO"OF WORKING SPACE IN FRONT OF SHEATHING:SHEATHE HEADER,S AND YMLL SIMILAR TO 7PW. IF EMBEDMENT, MMER USE 5/6•MEN HD OR ALL THREAD&EPDXY,WITH b•MIN CONCRETE Q rCo HOEDOWN:USE HDUS CONNECTED TO DP. I FURNACE. BOTTOM CONNECTION:WSW SITS DIRECTLY ON FOUNDATION; EMBEDMENT,CENTERED IN STEM WALL. _ = I LAGS:USE 14 SOS 1/4X2.5 TO 72P. I N1.BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE HALLID AND FLOOR TO FRAME AROUND .USE ALL-THREAD,TO HANGI p p ANCHOR BOLT:USE SIB-DIAMETER 55T024,OR SIB"ALL-THREAD INSTALLED. HN I BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES FLOOR J0157 ON WSW.ANCHOR BOLTS.USE WE I=- F-- I : I- 1 HEADER MORE THAN 5' - WITH NUT AND 3°WASHER ON EMBEDDED END.MIN EMBEDMENT= (� RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING. DIAMETER,EXTENDED 36'MIN INTO BBCFV(BEND SLIGHTLY AS :-, • (J NECESSARY TO ENSURE b'MIN LOVER AT EMBEDDED END)AND I I 1 '✓° O 16•. I STRAPPED WITHIN UPPER 19 AND LONER 19 TO PREVENT OVERTURNING IN AN ' END OF PPE LESS THAN 2 FEET ABOVE bROUND,POINTING GOWN TANKS SHALL BE _ IL IL USE DOUBLE NUT AND 3'X]5'WASHER ON EMBEDDED END. in I I I IF TOO LONG TO FIT IN FOOTING,BEND 90-DEGREES AT BOTTOM P D EARTHQUAKE.MIN.EFFICIENCY OF 9193 • 1 OF FOOTING,MAINTAIN 3'COVERAT BOTTOM OF FOOTING. Z SUGGEST USING HOOD STRONG WALL ANCHOR BOLT TEMPLATE, 1 I PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT&COLD SHUTOFF W5Y'L I I .• I F I CONTROL VALVES 8 WASTE AT WASHER EXHAUST DUCTS SHALL NOT EXCEED A TOTALC X p COMBINED HORIZONTAL AND CAL LENGTH OF 35 FEET.THE ` r - - ..... - ....:e- G•.:'„ ./, I I ,'.:. .. ... . .v _ _. :.A . -t1;r I T- A I THE DUCT SHALL BE REDUCED25 FEET FOR EACH 45-DEGREE E BEND AND 5 FEET FOR F - - - - I I > EACH 90-DEGREE BEND,A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF s HEADER MORE THAN 5' r• J L - - 1 I SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER 4 14'-61/2"_. _- - o I R INSULATED SLAG - TB I MECHANICAL FAN BATHROOM.LAUNDRY ROOMS AND POWDER ROOMS SHALL BE d PROVIDED rart4 A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 o(2)KING STUDS - I L.F.M.AND SMALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW : FROM TOP PLATEPE TO4) 9'CEILING I _ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS{INCHES. DRYER.KITCHEN. BOTTOM PrTE , 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK (1)TRIMMER I t I PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE S•- FAMILY CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS.APPROVED FLEX Z 345 SQ FT CONNECTORS NO EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH P DOMESTIC DRYER EXHAUST .,. ... i 1.1\ V ` __ ri � ... .. {•! •: . ::';:.. ... .. (..i.:'u.,'. lam: - I f O 1 - - _ 11 SEALED TIGHT_ GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR C1 I:•1012� )))I 27xSO"NIN ATTIC ACCESS TO BE ACCESSIBLE PITH UNOBSTRUCTED HEADROOM. t t • , - I o FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 17 PLYWOOD ACCESS COVER IN • ` • "" ^,•-r ) „ • I °. - 1.,'. I I I I I I I I I I L -b GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR MANORIAL 36'ABOVE STAIR NOSING. Ill { r 12 THROUGH PER NTERMEDIATE RNL R.C.SECTION 3 SHALLNG NOT ALLOW A4'DIAMETER SPHERE TO PASS O WINDOW W/ b" POST 1 : _ ) _h - - �g � - 8 PRE-MANUFAC CARED,ZERO CLEARANCE GA5 FIREP ACE ONSULTW HOWNER FOR V 13 TRIM PACKAGE.CONTRACTOR 5HNA ASSUME N10PTION5. REFER TO C GRAWLSPAGE BATH to-0" o 5,_r MANUFACTURERS SPECS FOR MINIMUM REQUIREMENT50F NON-COMBUSTIBLE , •• • •1 a6 SURROUND B HEARTH MATERIAL. r V 1337 50 FT r1.-CR AIN SPACE ACCESS n 4H 5Q FT I ry _ •• \ 2660 .. 4'-3" / X 14 GARAGE FLOOR SURFACES SHAL BE MIN.{'CONCRETE.SLOPE CONCRETE FLOOR IT W I I - - •4 . - , .� - r(^^ - 9'CEWNG NQ 1D FM MIN 19'PER ISTOVWRDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. IT 3 0 ai, I l t. i o1H o1 o 15TEMPEREDGLA5543) LLiS In Cri L ___ I I 3 SOFT 0._1 HALL I1� ® in S I Iz (.n W• i- ate' FIBERGLA55PAN a u W X w " 1�L6 (1)TRIMMER ' ' •. ••` .. ••' -. •• QCELLINbI Q■' 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Q Q _ m • • • I (2)KING STUDS 1 • - t I --... 1 . •� ' Mn Q Z o o • m N FROM TOP PLATE TO .: . - - ° •. :� 0'-817 J ill - d ' W BOTTOM PLATE0 L: .' ,, . , ----- 10._1„ - - --- 1 ( 3'-317.. •o - GENERAL NOTES m a ° Q pBj��JJf m K. I■ I.J., I I 1 ® I +L I , •Y .I• -+ I- I ALL DIMENSIONS ARE TO FADE OF STUD UNLESS NOTED OTHERWISE. I I • I � �lI] I I If i ALL HEADER MATERIAL TO BE 4x 10D.F.#2 U.N.O. w Oen I - • • • - - . 7 5Q lir .. < in UI �� I c6v -!' VERIFY HEADER HEIGHTS WITH SUPER. 1 - •• :• - 'A - - 2� ALL EXTERIOR WALLS ARE 2 x 6-16-O.C.STUDS,UNLESS NOTED OTHERWISE- O C WINDOW W/ 3" POST 1 { r I_ , \ I s Z L• •• - • - - ',• I 1 I I L - -3'-9"- / 1 ALL INTERIOR WALLS ARE 2 x 4-16-O.G.STUDS,UNLESS NOTED OTHERWISE. CA I I L - J 4 1 ,5•_51/2 I Z w •: : L_ UTILI PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 1 •, ',• : _ ' " • • - - - - . •* _ I I I 65 5(2 FT I I D15PENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR II- Q {L ■ ■I _ a - •� ... - ' ' 7 DRYYWLL CEILING AND FRAMED WALLS - I I (L I I LOCATIONS. I I BOILER I s I '� wAsR�rp Z a= • - - _ hi �~ i,` c1 FRAMING_ NOTES J 1W W CONOEAL FLANGE • l - ) : -• w HANGER EA.SIDE •• ' - I • •_. J / . tn - - - - I I O M;`I� l REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. /4��.//1 _I V I- (Y I •(2)KJN6 STUDS • _ -• •"' •• •• J I (YlAli COORDINATE WI MECH.&ELEC-FOR LOCATIONS 8 SIZES OF • • I r FROM TOP PLATE TO .G •, , ,'• •. - I I I •.... - . -.. ,�. • , . I • ; tilstnr, FOUNDATION/SLAB/JOISTS BLOCKOUTS- BOffOM PLATE •. - •I: - - .. .' '• I _. r ATONAL FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR I. I • ' • - .• • ,-_ . .. •. 1 - fa W*Qo SCHEMATIC DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT O \J . ) _ I I ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL �1. I E,LlAySERLS SEAL. PRIOR TO THE FABRICATION AND INSTALLATION. • � -f.•�. .,J-. .. .. • • - -'J,'___TIL L fM, ^. I � '�• r , "--" ••= L8 TRUSS TO BEAM CONNECTORS TO BE DESIGNED ALL TRUSS TO TRUSS_ "( £MS 11, BY MANUFACTURER Z ,.. 1 Is Fe,T :97)11 t ..r. ` FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR TBG,GLUE AND NAIL VI/RING SHANK bd's®b•EDGES 8 17'IN THE FIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF SHEATHING TO BE 7/16" f 50' 0" A - - 9'-0" / -- 11'-b" / 15'-1" / OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST - --- - - - 85'-1'. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z 4 <U FLOOR HOEDOWN LOCATIONS. OIVU HEADER SCHEDULE 20H --HEADERGALLOUT LLIL PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 80. HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO= ROUGH LOCATIONSWHERETHERE15ALOADBEARINGWALLABOVE (�►/-OPENING OF DOOR OR ADJACENT DOOR.~-- ALL CONNECTIONS TO BE SIMPSON OR EQUAL. *a.fwo GALLOUT MIN, USE - ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF KING STUD, EACH END INS7ALLHURRICANETIESATALLTRUSSORRAFTERTOPPLATE O €...w POST SCHEDULE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM �'gz$ BLANK U5E DEFAULT (IF BLANK USE - z Dwq CONNECTIONS. 3wm, ABOVE) 22 DEFAULT ABOVE) ENERGY CREDITS GALLOIJTMIN., USE ALT 1 MIN., ALT 2 MIN-. CONNECTOR(IF NOTES w r«. 20H 2X6, "L" CONFIG 4X6 2 @ >6' SPAN . wD wkvaLL 17. USE USE BLANK USE ibn 21H 2X10, "L' GONFIG 2 2X8 4X8 XXP ENERGY CREDIT 1a ==80 DEFAULT. ABOVE) H <°_"° > , EFFICIENT BUILDING ENVELOPE Le;5 22H 2-2X10 4X10 2 @ b SPAN 10P 2- 2X4 4X4 23H 4X12 - 3X9 GLUALM 2T,2K @ S END. RUC TO 71M AT N END WINDOWS: U=0.28 0.5 g;o<= 71P 3- 2X4 2- 2X6 4X6 - FLOOR: = R-38 INSULATION w rtin 24H W12X40 WITH 2, 2X10 NAILER ON TOP CONNECTED WITH 2, 505 1/4 X 3 @1 S". NAILER MAY BE OMITTED AT 38B 72P 3- 2X6 4-2X4 �aaa SLAB ON GRADE - R 10 ENTIRE SLAB PLAN AREAS I HR BEARING LOCATIONS. NOTE THIS HALL 15 WITH 2X10 STUDS. BEAR EACH END OF 24H ON MIN., 4X10 POST WITH a� �� 2, 1/2 X 4" LAGS THROUGH BOTTOM FLANGE INTO CENTERLINE OF POST. 73P 4X8 w w D ENERGY CREDIT 2a <=o= 74P 4X6 PT CONNECT TO SSGW WITH 5/S X S MAIN FLOOR 2,018 SQ f).FT. ' HP AIR LEAKAGE CONTROL & EFFICIENT VENTILATION F22 25H 3.5X10.5 GLUALM - 5X9 GLUALM 2 3 TITEN HD + 3" GALV WASHER AT 24" 0.5 < w`¢ra - AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR UPPER FLOOR gill SQ.FT, b= 26H 5X13.5 GLULAM MAX SPACING. In 27H U5E MIN., 3.5X11.8 PSL OR LVL. EXTEND OVER 851N AND CONNECT PER 851N CALLOUT. BUTT SOUTH END INTO - WHOLE HOUSE FAN PER SECTION M1501.3 BASEMENT FLOOR 450 SQ.FT. 41 B AND CONNECT WITH HSLQ 37. BEAR NORTH END ON 72P AND CONNECT TO 12P WITH T522. ALSO BUTT INTO 75P 5.5X5.5 GLULAM OWNER APPROVAL COL ENERGY CREDIT 3a 41B AND CONNECT WITH H5L037. HIGH EFFIGIENGY HVAG EQUIPMENT TOTAL LIVING AREA: 3,519 SQ.FT. ,AIR,,, : 28H USE MIN. 3X10.5 GLULAM OR PSL, APPROX 8' LONG. AT SOUTH END BEAR ON TRIMMER AND 2 KING STUDS. AT DEFAULT WOOD MATERIAL IS DOUG FIR#2 OR BETTER. DEFAULT STEEL- SEE STANDARD - GA5 FIRED, PROPANE, OR OIL FIRED BOILER 1 '0 PAGE: NORTH END CONNECT TO 75P WITH HUG OR HUGQ. CONNECT MULLION TO BOTTOM OF 28H WITH A35 AND STRUGTRUAL SPECS PAGE. GARAGE 840 SQ.FT. DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR(2)A34 WITH SCREWS, OR(4) 16d FACE WITH MINIMUM AFUE OR 14%. SCREWS. NAILS.NAILS. ENERGY CREDIT 5c DECK 2b4 SQ.FT. 'DEFAULT HEADER MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR(2)A34 WITH SCREWS, OR PCZ. '2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSO. EFFICIENT WATER HEATING 1 .5 COVERED ENTRY 54 SQ.FT. OF: ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/8" ALL THREAD, EPDXY b" - GA5 FIRED, PROPANE, WITH MINIMUM EF OF 11%. `DEFAULT TRIMMER, USE(1)2 X STUD OR SIMPSON LUG HANGER EACH END. UPPER BALCONY 100 SQ.FT. *DEFAULT KING STUD, OPENING b'HIDE AND LESS USE(1)FULL HEIGHT STUD EACH END PLATE TO PLATE. INTO POST BUTT, AND b" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET 'DEFAULT KING STUD, OPENING WIDER THAN 6', USE(2)FULL HEIGHT STUDS EACH END, PLATE TO PLATE. OR EPDXY. TOTAL CREDITS 3.5 UTILITY bb SQ.FT. DESIGNED BY: 11 AlF FRAMING NOTES J. SYKORA, GPM) 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY: 0 ry ei 13'-0" \ 9'-0" r \ , ' "- - - 20'-O 1/2" - 15'-5 1/2" 50B 3 b 2. COORDINATE W/ MEGH. & ELEC. FOR LOCATIONS & SIZES OF03 - I- �, FOUNDATION/SLAB/JOISTS BLOCKOUTS. SCALE Q 1 1 - --� r 5 z� , _ 1/4" = 1' U.N.O. T� I I A4II :>, 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN • I I I in HERE 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER W I 74P _ _ _ _ _ _ 5I2IB SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 5-1-1 q z I n_ � 1 L — — — 'I5 I ' BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE a 74P - — — A9 — A4 I I I FABRICATIONAND INSTALLATION. I - T 4 X 12 PT JOISTS 24" O.G. 5� 5 I I I 01) 1 • • I 24"X 24"PAVERS OR TILE A4 '44 i J I I 4. ALL TRU55 TO TRU55 & TRU55 TO BEAM CONNECTORS TO L "` " ' J' BE DESIGNED BY MANUF. z fff l' LM r I / — _ — I 48B - : r' 4 I :• I 5. FLOOR SHEATHING TO BE 3/4" CDX OR 0513 STURDI-FLOOR0 (A o I I Al I o I T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN A4 I 1 A4 I ..' 8 Al 6 I 51B THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. J - I I — — — — — — A9 — — — — J Al I ROOF SHEATHING TO BE 1/16" O56 OR EQUAL. I ti' - - - - • I \I 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATHma 4 11 47B 6 I_ m ALL P05T LOCATIONS AND BETWEEN UPPER AND LOWER Alc. Al ► 1 Al6 I STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. " .41) 1 IAirAl I C 8 I � it J A9 7. PROVIDE BLOCKING BETWEEN 1-JOISTS AT INTERIOR 8 t- q I BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING 9 m ` 45B 458 49B I n WALL ABOVE. , . 5 5 f r 5-4 3/4" 'l - 6-4 - - -e-61 n• ' - -- T-0• a 8. ALL CONNECTIONS TO BE SIMFSON OR EQUAL. A4 A4 1 4813 I • • • ., : • .; '1 ' .4('.-`_. I'..X t ...� e .,,. t t4 t - — � ILik 11 - InFw-� _ 31 B ® I PLATE L . J L — J L._ —{ 7 ` r �, ELL AS FROM TRU55 OR RAFTER 9 INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP NS AS �' -T- L I TO BEAM OCONNECTIONS. W a . 1' I W g 46B r 46B Al — — — — P — —— 10. XPo • • 5 EXPOSED WOOD ALL WOO X_ ' . D EXPOSED TO WEATHER MUST t _ B 00 I JOISTS 16 O G I A4 A4 BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO ii 11 /8• GI 6 0 1 8 " " • - . •.•,. - " - 3/4"SUBFLOOR 8 1 1/2"GYPGRETE .,-; q DECAY AND BE LABELED ACCORDINGLY. IRG R317.1 & R311.2 i - 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED o 13-s 1n " _ ,I - I r A4 5 '� f was js DIPPED GALVANIZED OR STAIN RESS STEEL OR EQUIVALENT. v 1• L I I I I \ GA$� o • ;. : • 1-. ..; I 468 SHOYVERREGE55 45B I I I I A4 l�".• A," lc 12. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED i 1 1 2x10 JOISTS ib OG - I I { q' % c0 I xL_ ,_ — - - - -' �. M5 45B I 5\ in10 5 A©4 A4MI y 4X12 GUARDRASUARDRASSHALLBEAMINIMUMOF36" IN tr At:, m�ioNAL HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" - m 1- I� 1468 � � 31B I z - - —r- - A4 S�l(l OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW W ni LI �. .•. ' ' : : : '' I •.: I r r Al _ I r 7tP - — 71P _ — I [UPS Wan* THE PASSAGE OF A 4" SPHERE. IRG R312.1. Q m 0 c�V . 03'' :"I. \ 1 6'43k• a-4• • — l -13'-63/4• 5 -I-'* I 5 5 �— UP I , 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP S O z 1 3 ''1 '. m ; I n I A4 I I A4 A4 4' 13/16• - Fti I.I,SER s 5E,.4a m a d m 3 • 1 1 _ DRAWINGS AND ENGINEERING MUST BE PROVIDED TO t : ,.. A4 A4 ° 46B I - r 1 I - L - — -� ii .Ll 15 FaR �11 Q ctc'L 1 1 I ,cats bar INSPECTOR AT TIME F FRAMING INSPECTION. t I ` • _ =TE �-Y • E O RA NG 5 5 ._-. I _1 L1- - , 4 r k _1 -i InC, 92 A I n Al5 q 3 n 45B I 1 I A4 in A4 - BEAMS V )I •.( :• _ b II r I I I _' I Z r o L — — — — — —— — —J _. DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. U- Cl ':I' '-• •: _ • '' •* ,: _ '- I - DEFAULT GLULAM,LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E,2,300 PSI, MIN FB. Z •' •••. ,: ; ',' • '; • • • - " - _ _ ' •. A4 _ -_ - ` - - - - -I DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. �I d, 3 11 8 _ w : - . -•_J• , • ,• . ,. ,.• •.. . ' :• ? • 4� II - - I t I A9 3 O DEFAULT END POST CONNECTION:LGE,ACE, EPGZ, ECCO, OR SIMILAR R BEAM GALLOUT Z et tr 21'-0• -� r J r 1 m DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LCE4Z, OR RTG44. .dO+••� (� (L • - ~.•:..��•.... — , : y� - DEFAULT MID-POST CONNECTION: LPCZ, PGZ, CCO, OR SIMILAR.jr W V _ ' •• ': :. •- : ` NeMENINEPITIIIIa-- J J DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGO OR SIMILAR. ,J ..••• E. :••. •,- ..• 5 �. I n o I I 3 r. A9 O GALLOUTMIN., USE ALT 1 MIN., USE ALT2 MIN., USE CONNECTOR NOTES V Q W L_ - - • :I A4 - • , I'. . . I a , I A4 v (IF BLANK %- IL i- L _ - DEFAULT, O V A9 -- ABOVE) 0 / &I z 5 315 1.15X1188 LVLOR LVL WHERE USED AS RAFTER 0_ V m ' A4 A4 CONNECT TO WALL TOP PLATE 0 (n \ - - 22'-O" \ 9'-0" - \ - - -- - 1 1'-b" S. 15'-0" - S. WITH H2.5, TYP. 32B MIN., H55 10X3X1/4. BEAR ON DOUBLE PLATE WITH MIN., 2 STUDS BELOW OR MIN 4X POST. CONNECT TO BEARING S. 5T b" \ WITH HGA10, EACH SIDE, EACH END OF 32B (FOUR TOTAL PER 32B), WELDED TO 326 AND 5DS 1/4X3 TO PLATE OR POST. FLOOR FRAMING - MAIN FLOOR 33B 2.6X11.8 PSI-ORLVL 13DSAT5END _, s> 348 5X9 PT GLULAM ltogA U 355 1.15X11.8 LVL 13D5 AT ENDS TO WALL TOP PLATE n'tu,g BEYOND rNa 3613 MIN., 5.2X11.8 LVL OR PSL. MIN. BACKSPAN = 14'. BEAR ON WALL TOP PLATE AND CONNECT WITH LTP4 AT 24" MAX �/ nag 12 FD - FLOOR DIAPHRAGM POST SCHEDULE SPACING. cy aCCH it SHEATHING: WITH JOISTS AT 24" OR 19.2"OC, USE MIN., 24 OG RATED, APA STURD-I-FLOOR; EITHER 3/4" SPECIES 3/B 1.15X11.8 LVL LHGA W I 2wwpw 10 WELDED TO 38B O HM- >05 GROUP 1, OR 7/8" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL. GALLOUTMIN., USE ALT 1 MIN., ALT 2 MIN., CONNECTOR (IF NOTES 38B W12X50, NO NAILERS. CONNECT TO 2414 TOP FLANGE WITH WELDS OR 2, 5/8" THROUGH BOLTS. AT BACKSPAN END 0 ' "�__< ra SHEATHING: WITH JOISTS AT 16"OC, U5E MIN., 16 OG RATED, APA STURD-I-FLOOR, MIN., 19/32"THICK MAYBE ass USE USE BLANK USE CONNECT TO BEARING WITH 2, 1/2"X 4" LAGS THROUGH BOTTOM FLANGE INTO GENERLINE OF BEARING ELEMENT. J V 13a�z OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. � <q=o DEFAULT, ABOVE) CONNECT 3l6 BEAMS WITH HGA10 WELDED TO TOP FLANGE. CONNECT RAFTERS WITH MIN., A34 CLIP WELDED TO z I�"eo SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) 70P 2 2X4 4X4 TOP FLANGE. o=s.= ozgo HicH ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. 39B W12X50. WHERE WALL ABOVE BEARS ON THIS BEAM, CONNECT WALL BOTTOM PLATE TO BEAM TOP FLANGE WITH dm- 1 � zo 11P 3- 2X4 2- 2X6 4X6 ,_oo;= NAILING: GLUE,AND CONNECT WITH 80 RING SHANK NAILS OR#9 SCREWS,AT b•EDGES, 12" FIELD. 5/8"X 2" STUDS WELDED AT 48" MAX SPACING. BEAR ON MIN., 6X POSTS WITH 2, 1/2"X 4" LAGS THROUGH BOTTOM < "A rat„ BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS(BEAMS)AND CONNECTIONS TO SHEAR WALLS BELOW. 12P 3- 2X6 bXb 4-2X4 FLANGE INTO CENTERLINE OF POST. woLwa 13P 4X8 405 5X24 GLULAM op� 13 D5 - DRAG STRAP 14P 4X6 PT CONNECT TO 88GIN WITH 5/8 X 8 41B USE 1.75X11.8 LVL. MIN BACKSPAN = 4'. CONNECT AT BACKSPAN END TO 315 WITH H5L037. 6's6 DEP MIN., CAPACITY: GOOD FOR 1,105 LB TENSION TITEN HD + 3" GALV WASHER AT 24" 428 USE 1.75X11.8 LVL. HANG ON 41 B WITH UPSIDE DOWN HU OR HUG. ;91 DRAG STRAP: CONNECT BEAM OR HEADER END TO EXTERIOR WALL TOP PLATE OR BEAM OR JOIST OR RAFTER MAX SPACING. 455 2.6X11.8 PSL OR LVL 2, 1.75X11.8 LVL MAY REPLACE 1 JOIST ` s BEYOND WITH MIN., CS16 X 36", CENTERED OVER END OF BEAM /HEADER. 15P 5.5X5.5 GLULAM 4613 bX12 3.5X9 GLUALM 5.5X7.5 GLULAM STRAP MUST BE HORIZONTAL. OKAY TO TWIST STRAP UP TO 90-DEGREES IF NECESSARY. COL 415 1.75X11.8 LVL OWNER APPROVAL STRAP MAY ATTACH TO EITHER SIDE OR TOP OR BOTTOM OF MEMBERS CONNECTED. 485 2, 1.15X11.8 LVL 2, HSLQ31 TO 498 NAILS: USE 10D, ALL HOLES FILLED. IF CONNECTING TO STEEL BEAM / HEADER USE 2 MIN., FILLET WELDS, MIN., 3" DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD INITIAL: 49B 5.2X11.8 PSL STRUCTRUAL SPECS PAGE. PAGE: 50B USE 5.2X11.8 PSL OR LVL. HANG ON 52B WITH UPSIDE DOWN HHUS. CONNECT TO 85W WITH HUG OR HUGO (FUR OUT LONG. DEFAULTAULTBOTTOM CONNECTION ON PLATE: (2) FC OR(2)A34 WITH SCREWS, OR(4) 16d FACE NAILS. 851N AS NECESSARY.) DEFAULT BOTTOM CONNECTION ON BEAM: (2) FG OR(2)A34 WITH SCREWS, OR PGZ. 51 B USE 1.75X11.8 LVL. HANG ON 50B WITH HUG. HANG ON 485 WITH UP E DOWN HU OR HUG. - DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. 528 1X11.8 PSL. 15 HEADER OVER WINDOW. BUTT INTO 486 AND CONNECT WITH H5L037 ON EACH SIDE. ALSO CONNECT ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL THREAD, EPDXY 6" TO 12P WITH C516, 9' LONG WRAPPED OVER TOP OF 528 AND EXTENDING VERTICALLY 3' MIN. DOWN EACH SIDE OF OF: INTO POST BUTT,AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE NET SET 72P (FOR UPLIFT). 72P TO BE CONNECTED AT ITS BASE WITH 18 HD. AT 75P POST, CONNECT TO 75P WITH T522 AND OR EPDXY. TO 28H WITH T522. SEE 50B FOR THAT CONNECTION. 4 3 2 1 i FLOOR PLAN NOTES A14 A14 A15 A15 J. SYKORA, GPBD , 1: SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND 0- / ___ __ � (J a ,-ou / ATAPOINTCENTRALLYLOCATEDINTHECORRIDORORAREAGNGACCESSTOEACHSEPARATESLEEPING DRAFTED 8l o 1M 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 01 ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. dr_ 15'-0" / H 9'-O" / - 20'-0 1/2" / - 18'-11 1/2" / SCALE m 2 ,3 1'-1 1/2" 0'2" 0'2" 0'6" SHELF AND HANGING ROD. I I V m 85W SIMPSON WSW \ 5'-0" 4'-0" T-b' II - - 1/4 = U.N.O. if -1630 W22-5026 W21-40106 W 9-7676 I 3 BUILT IN SHELVES. DATE Ip z_ TMO-ALTERNATE I"OLDOWN-EMBEDDED STRAP TYPE \ / 2 0 / 4 CABINET OWNER/CONTRACTOR TO VERIFY a MIN.CAPACITY:GOOD FOR 2185 LB UPLIFT. I• - - - - - MULLED UNIT- - - - - - - T3P m p _ . HOLDOPRI:USE LSTHDB FOR NO RIM JOIST CONDITION. 15 m m FOR RIM JOIST CONDITION USE LSTHD8RJ. _ . . . . . ECK - -• . ZD 5Q FT :O 5 Q ; ; m LE SECTION TO BE 20'WIDE AND 24" STUD:USE LARGER OF:KING STUD AS SPEL'D ELSEWHERE;OR CHOICE OF 2-2X,3X,OR 4X T - •�• \ u 5 SQUARE FEETD MIN MINIMUM NET CLEAROPERABLE . • •' . _ jilt '.• " • .' t o \ HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR.�B .`. 1 CD _ _ SECTION FOR EMERGENCY EGRESS 5 7 ALTERNATE 2-HOLDOYOI_BOLT TYPE • • _ • '• • • -•" n n n A Z HOLDOPCI:USE HDU2. _ _ _ _ -� --- - - T-• COVERED ENTRY ,• "f2 P ` WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH Lim /I� LA65:USE b 505 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE I I I I I $ I �J V 11 III _ - AS A CLOCK TIMER WITH A ZONE RATING OF 1.S OR LESS. ANCHOR BOLT:IF WET SET,USE 5/8'DIAMETER SSTBib,OR 5/8'ALL-THREAD WITH NUT AND B' • • - ••1 - 5'}SQ.FT. e� W ao m } r n WASHER ON EMBEDDED END.MIN EMBEDMENT=I7.IF TOO LONG TO FIT IN FOOTING,BEND ID- ,. Z iN III ^' DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3'COVER AT BOTTOM OF FOOTING. J EAU.ON UP HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1IB'T b 6 PLYWOOD. ai) W IF ROTOHAMMER,USE 518'TITEN HD ORALL THREADS EPDXY,WITH 6"MIN CONCRETE A " - •x p .p SD:I WOi-2i/a� W o y EXP05E0 PACE AND SIDES TO IMVEtLAYER SIB'ttPE'X'GYP.BD. NO FURNACE SHALL 0 J J _ I I- 1 BE INSTALLED IN ANY CONFINED SPACEWRH ACCESS ONLY THROUGH A BEDROOM, EMBEDMENT,CENTERED IN STEM WALL. _ , •, - ? -_ \ 4 X 10 POST-CONNECT TO 24H I I "1 I I N - / BATHROOM,OR CLOSET.PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF p p 20H ® HEADER WITH(2)1TP X4'LAGS ,�„ 9b" 11'CEILING FURNACE. ICI t 96" ® THROUGH BOTTOM FLANGE OF 3+ I- \ 3 m` HEADER INTO CENTERLINE OF POST. R ALL BUILDING WATER BURRY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ID p 0.-2" I 15 x GREAT ROOM NSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES IF-VA. 6'-0• 7-b" T-7' / ENTRY I I I�,I w I I 356 5Q FT (V n RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, in Iv I III) 10'-5 3/4' I END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN-TANKS SHALL BE DI 4-6016I4S5QFT SrRAPPEp WrtMIN UPPER 19ANp LOWER I/9 TO PREVENT OVERTURNING IN AN CUSTOM W IOTH X i•TALL DOOR EARTIKIUAKE.MIN.EFFICIENCY OF 91% YVD3-bLbb W02-2660 s 16'-01/2" - - m _ - 101GEILING \ \ \ I \ A PROVIDE DRYER VENT TO!OFFEROR PROVIDE RECESSED HOT&COLD SHUTOFF \ CONTROL VALVE98 WASTE AT PUSHER EXHAUST DUCTS SHALL NOT EXCEED A TOTAL o I I • /� COMBINED HORIZONTAL AND VERLICAL LENGTH OF 35 FEET.THE MAXIMUM LENGTH OF _ y1.-�'� GEIIJNG TRA"SITIO" ( I I I I NU( I I I I Y, o Irol vzvcunA"OVallre."ceuxe 5•-41/2" - - �I' 5'-4 UT 4 X 10 POST-CONNECT TO 24H HEADER WITH W THE DOLT SHALL BE REDUCED 3.5 FEET FOR EACH gSOEGREE BEND ANOSFEEf FOR I j EACH 9D-DEGREE BEND A MINIMUM HNGH DIAMETER EXHAUST DUCT OFt0'FRAMED NALL TO ACCOMMODATE 24H HEADER �. (2)1/I X 4'LA65 THROUGH BOTTOM FLANGE SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WBH BACK.pRAFf DAMPER__ .. -_ -- y y 3 m 3'-11 1 n" ALIGN INSIDE FACE OF FRAMING WITH CLERESTORY HALL OF HEADER INTO CENTERLINE OF POST. W " _ 142 SO FT WALL ABOVE. - WMECHANICALFAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE £ �D 12'-91n' Ilitzob F- I I I I I I I a LL 1 IPROVIDEDWRHAMECHANICALFANCONNECTEDTOTHEOUSIDECAPABLEOF50,B _ _ I L.F.M.MID SHALL NOT TERMINATE CLOSER THAN3FEET TO ANY OPERABLE YWNDOW ._ b A14 T ai l] I I I A14 OR OPENING INTO HE BUILD NG.MINIMUM DUCTSZE 54INCHES. DRYER,KITCHEN, MilMal A 1! L 1 � N 2O'-11 1 n" 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORKE GJ p O I PROR TO INSULATION FOR FRAMING INSPECTION. EXHNIST FANS TO BE B Z X I I ,-_2,-0. CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS-APPROVED FLEX 2 1. y j CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 5' 0" 18'-0" I 5'-0" I L 1 I. - - - - e 1010EILING I- \ pOMEsnc DRYER EXHAusr. n I I \ 5 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2 PLYWOOD. ♦ 1�� 0 Wfa Qin 22'x 30-MIN-ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM -1t1 ' OPEN ABOVE f NbC ' , 'III) W it 11 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE Y'BATHER-STRIPPED OR 71P DU 4 Q w w - SEALED TIGHT. w ENTRY m l l r 10'CEILING 1 I I ; 1 1 IL LL _I I p an GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR HANDRAIL 36'ABOVE STAIR NOSING. w 11'CEILING 103 5Q FT in F - - W p 12sn us INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4'DIAMETER SPHERE TO PASS Q —�- N I In PER I.RC.SECTION 3/2A 0 0 - " O� p I a a PRE-MANUFACTURED,ZERO CLEARANCE 6A5 FIREPLACE.CONSULT WITH OWNER FOR V w r O O o I I I —I _ I I I I I w c. 0 13 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO O L J MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE a A b I SURROUND 4 HEARTH MATERIAL. tj o BEDROOM 3 In 2085aFT g m 04 O0 DINING cm cm 2 m EN 4 I 181 SO FT r ni 14 GARAGE FLOOR SURFACES SHALL BE MINA'CONCRETE SLOPE CONCRETE FLOOR c MIN.nb'PER iS TOWARDS MAIN VEHICLE ENTRY DOORYUYORTOWAROS FLOOR DRAIN\ ® I I I II + KITCHEN Q y L J 30"•I \ / 28l 5 Q FT saenDev IT O 1 15 TEMPERED GLASS !' 7- �i m J v o .0 -, I II"I `i Hi/ 15 �oCn1 z m u1 tL Tr K o m ® -1 ® �,I I I�`� _ ni ► _ _ 1;3® MULLED — • 16 X W r ET =p z 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. W Q O - m a,. BATHS = I r > _ I :x, _ ... \ n 12350E I -_` - 0 I. O W75-5080 W76-5080 -1 Ca v CV m 101GEI LNG --- EDGE OF LANDING ABOVE RO I I 10 I ®o I - ® . I ` m 5._oAA a'2" 5_7 3�- GENERAL NOTES ED WWW o z W (/��, d m ' 1---ili SLID DOPtI FOR LIGHT CIMNNELa �x-� ) '�_f— U - 'O ` -' 7�• 73P] I /- 7BP / 1 51-0" - - iabII , ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. B-s HALL HALL �/ O �> ALL HEADER MATERIAL TO BE 4 x 10 D.F.M 2 U.N.O.m GARAGE / 2b9 SO Fr 21 5Q FT ON iTAI 5 ^ 4.0„ 8405QFT (/ � � 1 ��- W 4 q•_0" , �, 2,�" -T '^ A� VERIFY HEADER HEIGHTS WITH SUPER. _ ` a c ^ V \ 10'CEILING _ "-I'G"T L'IA""a m 28;,— __ —-- --- r HALL - O ' - - - - _ - m RI ' ALL EXTERIOR WALLS ARE 2 x b-16"O.G.STUDS,UNLESS NOTED OTHERWISE. 55 5Q FT l I 0 T 9'CEBJN6 (N Q I 2'-11" .I' I F V' 5 ALL INTERIOR WM 15 ARE 2 x 4-16"O-G.STUDS,UNLESS NOTED OTHERWISE. z— :W 5 • �U l UP - --I . , . I I[ (N Al b m ?j m • / 6 11• D PANTRY IUD r' 10 n o Alb PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 1 _ qx DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR ® `, „ n - 80 5Q FT o a RRA"E Write BATH n e - - - LOCATIONS. z ©tea 10 0 I 9-CEILING co m bP 405O 15 ENERGY CREDITS Z D ll RAMEDOPW) 1 FRAMING NOTES w w w : \ s'-6" LAUNDRY tY 1' - "` ENERGY CREDIT 1a _ 168 SO FT - -- 1 --81_B 1W W12-4016 W13-2680 EFFICIENT BUILDING ENVELOPE /�, . 4 CEILING - I ETu 4 I W 74-2680� 0 ,( GA p 1• -WINDOWS:U=O-28 0.5 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ' r Vj l 1' (FRAME varal _ • I B F '( -4'-0" .f. 1'-11" ,I(. 2'-b' / �•p' �•/Vj��'I� -FLOOR:=R-38INSULATION L� iF �/ LLJ 17-8 1n"- J __ I 1 10 1/4 1-2 3/4" A>\` OitPC 0 -SLAB ON GRADE-R-10 ENTIRE SLAB COORDINATE WI MEGH.8 ELEG.FOR LOCATIONS 8 SIZES OF r �L /�/ o __ _ 14 i ENERGY CREDIT 2a - FOUNDATION/5LA8/JOISTS BLOGKOUTS. ` / {� s T- I _ AIR LEAKAGE CONTROL&EFFICIENT VENTILATION 4U . ` _ _i" 7 - /�/� 0.5 FLOOR JOIST OR ROOF TRU55/UFACT LAYOUT SHOWN HERE IS FOR O V 3'-2' 7-0" 3'-10" / 2 O / -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR , l I m - _I �� ,•, SCHEMATIC DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUeM1T O O 9 Q -WHOLE HOUSE FAN PER SECTION M7507.3 ` ' I ® ;4_,. A 15 / . - � ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL \/ fV o I o "C1� N .."..iiYfL lL • RO T�'•� I ENERGY CREDIT 3a PRIORTO THE FABRICATION AND INSTALLATION. 3080 S;'� - -- _1 _ \ AN IONAL 1 / Jr HIGH EFFICIENCY HVAG EQUIPMENT 0‘....? CC , KING STUDS �`�/ -GAS FIRED,PROPANE,OR OIL FIRED BOILER 1.0 ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED ('() NO -4030'- T-O• I YV08-6030 II//iO Wane r WITH MINIMUM AFUE OR 94%. BY MANUFACTURER 1N09-60 • T SIDES OF OPENING USE MIN 2-1.15%5.5 LVL,KING W 10 STUDS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. - (T / / 26'-0" 5'-b' 6030 1•-b" ENERGY CREDIT 5C SUPPORT HEADER WITH TRIMMER(5)ORCOIILEN.ED GI. IME6R's $ESL• EFFICIENT WATER HEATING 1 CJ FLOOR SHEATHING TO BE 3/4"COX OR O58 STURDI-FLOOR T&G,GLUE AND NAIL IN/RING SHANK 8d's a 6"EDGES&17 IN THE FIELD.FACE I - 0" Fl.ANGE HANGER PER PLAN OR ARCH. , IS Fan. 51TEJ.tc'S L" -GAS FIRED,PROPANE,111TH MINIMUM EF OF 91%. GRAIN PERPENDICULAR TO SUPPORTS.ROOF SHEATHING TO BE 1/16" / 501-0" - - 9'-0" - - 11'-6" O5B OR EQUAL. aT£AA,S aA4 LA , TOTAL CREDITS 3.5 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO b 4 , FLOOR HOLDOWN LOCATIONS. wLH oou �A16 A14 A14 HEADER SCHEDULE 20H ~HEADER GALLOUT PROVIDE BLOCKING BETWEENI-JOISTS AT INTERIOR BEARING W z o4wp �_ua so. HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO= ROUGH LOCATIONS HERE THERE IS A LOAD BEARING WALL ABOVE. rc¢a E 08i OPENING OF DOOR OR ADJACENT DOOR, 94502 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 3 lrSi =orm POST SCHEDULE GALLOUT' MIN, USE ALT 1 MIN. USE ALT2 MIN., USE TRIMMER, EACH END (IF KING STUD, EACH END INSTALL HURRICANE TIES AT ALL TQI SS OR RAFTER TOP PLATE w0pw CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM all i a BLANK USE DEFAULT (IF BLANK USEN ��� CONNECTIONS. 1L 3w "" !CALLOW'MIN., USE ALT 1 MIN-, ALT2 MIN_, CONNECTOR (IF !NOTES ABOVE.) DEFAULT ABOVE.) ;91g-�F os . 20H 2X6, "L" CONFIG 4X6 2 @ >6' SPAN w;a=�USE USE BLANK U5E 'Ant, P DEFAULT, ABOVE) 21H 2X10, "L" GONFIG 2-2X8 4X8 O 'Ant, glitz lOP 2-2X4 4X4 22H 2-2X10 4X10 2 @ >6' SPAN __1 °="D �odn 23H 4X12 3X9 GLUALM 2T, 2K @ 5 END. HUG TO 11M AT N END 1L 03=o<= 3o- D 71 P 3-2X4 2-2X6 4X6 _ „ 24H 1"112X40 WITH 2, 2X10 NAILER ON TOP CONNECTED W .WITH 2, 5D5 1/4 X 3 @18" NAILER MAY BE OMITTED AT 38B y9='�9 72P 3 2X6 6X6 4 2X4 PLAN AREAS Z N�o= 73P 4X8 BEARING LOCATIONS. NOTE THIS WALL 15 WITH 2X10 STUDS, BEAR EACH END OF 24H ON MIN., 4X10 POST WITH gpaoo 2, 1/2 X4" LAGS THROUGH BOTTOM FLANGE INTO CENTERLINE OF POST. �m,,, ° "14P 4X6 PT CONNECT TO BSGW WITH 5/8 X 8 - I4 =off 25H 3.5X10.5 GLUALM 5X9 GLUALM 2 MAIN FLOOR 2,076 SQ.FT, .6 TITEN HD + 3" GALV WASHER AT 24" I 29_ MAX SPACING. 26H 5X13.5 GLULAM 3 UPPER FLOOR 991 SQ.FT. _ 75P 5.5X5.5 GLULAM 21H USE MIN,, 3.5X11.8 P5L OR LVL. EXTEND OVER 85W AND CONNECT PER 851^1 CALLOUT. BUTT SOUTH END INTO 41 B AND CONNECT WITH HSLQ 31. BEAR NORTH END ON 12P AND CONNECT TO /2P WITH T522. ALSO BUTT INTO BASEMENT FLOOR 450 SQ.FT. OWNER APPROVAL COL 41 B AND CONNECT WITH HSLQ31. DEFAULT WOOD MATERIAL IS DOUG FIR p2 OR BETTER. DEFAULT STEEL-SEE STANDARD TOTAL LIVING AREA: 35l q SO-FT- INITIAL: 28H USE MIN. 3X10.5 GLULAM OR PSL, APPROX 8' LONG. AT SOUTH END BEAR ON TRIMMER AND 2 KING STUDS. AT STRUCTRUAL SPECS PAGE. NORTH END CONNECT TO /5F WITH HUG OR HUGO. CONNECT MULLION TO BOTTOM OF 28H WITH A35 AND 1 GARAGE MO SQ.FT. PAGE: DEFAULT BOTTOM CONNECTION ON PLATE: (2)FC OR(2)A34 WITH SCREWS, OR(4) 1bd FACE NAILS. SCREWS. DECK DEFAULT BOTTOM CONNECTION ON BEAM: (2)FC OR(2)A34 W W WITH SCREWS, OR PCZ. *DEFAULT HEADER MATERIAL IS DOUG FIR#2 OR BETTER. 264 SQ.FT. DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. •2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN"L"CONFIGURATION. COVERED ENTRY 54 SQ,FT. ALTERNATE BOTTOM CONNECTION ON CONCRETE:it 5 REBAR OR 5/8"ALL THREAD, EPDXY 6" *DEFAULT TRIMMER, USE(1)2 X STUD OR SIMPSON LUC HANGER EACH END. OF: INTO POST BUTT,AND 6"MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE NET SET *DEFAULT KING STUD,OPENING b'WIDE AND LE55 U5E(1)FULL HEIGHT STUD EACH END PLATE TO PLATE. UPPER BALCONY 100 SQ.FT. OR EPDXY. 'DEFAULT KING STUD,OPENING WIDER THAN 6', USE(2)FULL HEIGHT STUDS EACH END, PLATE TO PLATE. UTILITY 66 SQ.FT. Y _ _ _ / 89'-0" - / FRAMING NOTES J. SYKORA, CPBP 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. - DRAFTED BY: / 13'-0" / 9'-0" / - - 20'-0 1/2" / 18'-11 1/2" / •n ri 2. COORDINATE WI MECH. & ELEC. FOR LOCATIONS & SIZES OF _ FOUNDATION/SLAB/JOISTS BLOGKOUTS. SCALE T u 1/4" = 1' U.N.O. I I * 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN I _y HERE 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER 6 r 73P i SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 5-1-19 112 re I BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE I FABRICATIONAND INSTALLATION. n n n CM i I I I I I I 4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. z n 0 5. FLOOR SHEATHING TO BE 3/4" CDX OR O5B STURDI-FLOOR (n ls : - I I I I T&G, GLUE AND NAIL W/ RING SHANK 8d's @ b" EDGES & 12" IN 1 o THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. O cco l ROOF SHEATHING TO BE 1/1b" O5B OR EQUAL. N 10 l SEE NOTE BELOW I I I I Al fr 19DS STRAP I 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH DRA6_ __ _ -__ _ j_- ___ __ _._ _ ALL POST LOCATIONS AND BETWEEN UPPER AND LOWERj110 1, �- ff II II'' 144� 44 STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. " �� �I l� �k. �4 11 _J 1 �1 38B III n _ _ FLOOR BEAM 35B BOTTOM 0 121 Ur 34B r 1� �� 1 r STEEL CANTILEVERED 388 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIORC 8 / 28-0 I SUPPORTS MA.L ABOVE - 2 X 10 PT JOISTS 16'O.CJ CEILING BEAM BELOW g /�i� 1 ]p/ BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WATERPROOF MEMBRANE OVER 3/4'SUBFLOOR I M,�[ �3 GG (IZ o S A STEEL CANTILEVERED Off S/ / WALL ABOVE. 6 ii 39B 38B CEILING BEAM BELOW ��/ljy I- -1 I I FLOOR BEAM 1 I ecba .-r ""/ / [i// 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ii- 338 FLOOR BEAM 1 I I I I yc.�p,, S°,CYi�( !tech"- / --4�. -- - JL Al - -A -m Er • 7I- T V ((// I � 9. INSTALL HURRICANE TIES AT ALL TRUSS 0R RAFTER TOP ` TT-- r r . -I-- '-- 31B 6 38B �J �Q, r I 0�/ / �� PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTERW g 71P 16 � A9 / I- . -- - TO BEAM CONNECTIONS. 1 18D5DRAGSTRAP 10 Al I I I 10. EXPOSED WOOD -ALL WOOD EXPOSED TO WEATHER MUST SEE NOTE BELOW Al BUPPORrSwuLAeDVE BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO LL DECAY AND BE LABELED ACCORDINGLY. IRC R311.1 & R311.2 .tJ I I I I - E I 0 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED o (V WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT C 1 FLOOR BEAM - „'FLOOR BEAM. -� I` ; � I I DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. n T- v BEARING WALL a I I I 12. WASHER PLATES -3" X 3" X 1/4" SQUARE HOT DIPPED N :.. 1 , •,`!:'r-�,`` - - , _ 1117 if l i MI 1 F I A9 �_ _ -- �e�i 6 GALVANIZED WASHERS ARE REQUIRED AT EACH ANCHOR is c 315 A9 - 11 1/8" BCI 6000 1.8 I" JOISTS 16" O.G. BOLT. !RC R602.11 FLOOR BEAM i I -_ 11 N, 3/4"SUBFLOOR& 1 1/2"GYPCRETE I 1; z - I I 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN � � I 11 1/8" BCI 6000 1.8 "I" JOISTS 16" O.G. VBES EEL � � HEIGHT WHERE THE ADJACENT SURFACE OR GRADE IS 30" Z m 3/4"SUBFLOOR& 1 1/2"GYPCRETE - - - 1 -* r 1' OR MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW W X WILLI ' I ( 32B I BEARIN6WALL I I I J THE PASSAGE OF A 4" SPHERE. IRG R312.1. 9 m 0 (TA-1 3 1 I N I N 2 33 1 r 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP 5 6 d w O FLOOR BEAM E MINIMIZE THICKNESS OF FLOOR oL4XI2 1 --£, I 73P 73P - 15 -0 / 3 -F7 / DRAWINGS AND ENGINEERING MUST BE PROVIDED TO m m _' (UPTURNED INTO WALL ABOVE) I _© - - m y _ - DIAPHRAGM IN THIS AREA, r- o - p ON I INSPECTOR AT TIME OF FRAMING INSPECTION. 40B 31 v axt2 I - TT 1 '0 31B BEARING WALL 328 11 I- - 4itH - - , -' w t 4 �,-, i SHOWER RECESS BEARING WN1 7 I a- • i - " 2x10 JOISTS lb*O.GI I II II Al 1 BEAMS v ) FLOOR BEAM • Al I FLOOR BEAM UP - 4 I sk TBT� voan ONENEN"5CPPAN.AN7 I O GK SNOYER I ' 1 1 i I, _FLOOR BEAM n DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. LL TUBE STEEL 4X72 Q DEFAULT GLULAM, LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E,2,300 PSI, MIN FB. z w V N ( x ;p i- DEFAULT WALL CONNECTION:3" BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. Q '� 1'- r' _ DEFAULT END POST CONNECTION: LGE,ACE, EPGZ, EGGQ, OR SIMILAR. 30B BEAM GALLOUT z CI X axu _ .< - DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LGE4Z, OR RTG44. W P I Al sr? DEFAULT MID-POST CONNECTION: EPGZ, PCZ, CCG, OR SIMILAR. 1-LI K i L- .. I • in DEFAULT BEAM TO BEAM CONNECTION: HU, HUG, HUGO OR SIMILAR. J u ''nn - ei a- m - _. �` CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., U5E CONNECTOR NOTES r A rr - 32B Al - (IF BLANK I- W re 1. I- 11 328 . USE W v • O (DEFAULT, O Q v GAR, ABOVE) O ` • 12'-8" 8 4'-0" ��spf wAsy�ticJO 30B 2.6X11.8 PSL OR LVL l�l IY Z ____I Al ' Iv 7r • O 31B 1.15X11.8 LVL WHERE USED A5 RAFTER v m Y CONNECT TO WALL TOP PLATE O � • m / 50'-0" / q'-0" I 11'-6" / H re. I )J WITH H2.5, TYP. I 325 MIN., H55 10X3X1/4. BEAR ON DOUBLE PLATE WITH MIN., 2 STUDS BELOW OR MIN 4X POST. CONNECT TO BEARING / 70 -6 Al IONL 5// // WITH HGA10, EACH SIDE, EACH END OF 32B (FOUR TOTAL PER 32B), WELDED TO 32B AND 505 1/4X3 TO PLATE OR POST.FLOOR FRAMING - UPPER FLOOR ""' IOW 2.,D 33B 2.bX11.8 P5L ORLVL 13DSATSEND Q FU EA- LAs€E.R'S 5E+4L. 34B 5X9 PT GLULAM IOO= i5 Fo2 aate.a `G'L 35B 1.15X11.8 LVL oag 13D5 AT ENDS TO WALL TOP PLATE °g_° .atra,5 oAaL-Y . aW4� BEYOND Z it I EM Hh:I 36B MIN., 5.2X11.8 LVL OR PSL. MIN. BACKSPAN = 14'. BEAR ON WALL TOP PLATE AND CONNECT WITH LTP4 AT 24" MAX O V X 1 POST SCHEDULE SPACING. 31B 1.15X11.8 LVL IHGA10WELDED TO 38B O IL hagg CALLOUT HIM., USE T 1 MIN., • T 2 MIN-, CONNECTOR(IF MOTES 385 1N12X50, NO MAILERS. CONNECT TO 24H TOP FLANGE WITH WELDS OR 2, 5/8" THROUGH BOLTS. AT BACKSPAN END �o11-p CONNECT TO BEARING WITH 2, 1/2"X 4" LAGS THROUGH BOTTOM FLANGE INTO CENERLINE OF BEARING ELEMENT. W into USE USE BLANK USE =<aio 12 FD - FLOOR DIAPHRAGM XXP DEFAULT, ABOVE) CONNECT 31B BEAMS WITH HGA10 WELDED TO TOP FLANGE. CONNECT RAFTERS WITH MIN., A34 CLIP WELDED TO r/ Z PE TOP FLANGE. PiP; SHEATHING: WITH JOISTS AT 24" OR 192" OC, USE MIN., 24 OC RATED, APA STURD-I-FLOOR; EITHER 3/4" SPECIES 10P 2-2X4 4X4 GROUP 1, OR l/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL @ L/360 DEFL. 11P 3-2X4 2- 2X6 4Xy 39B W12X50. WHERE WALL ABOVE BEARS ON THIS BEAM, CONNECT WALL BOTTOM PLATE TO BEAM TOP FLANGE WITH n =2 SHEATHING: WITH JOISTS AT 1 b" OC, USE MIN., 16 OC RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. MAY BE 05B 5/8" X 2" STUDS WELDED AT 48" MAX SPACING. BEAR ON MIN., bX POSTS WITH 2, 1/2" X 4" LAGS THROUGH BOTTOM n!L OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL 12P 3 2X6 bXb 4 2X4 FLANGE INTO CENTERLINE OF POST. 1.L itilill' ~13P 4X8 4013 5X24 GLULAM i0uSHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) � ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. 74P 4X6 PT CONNECT TO 88GW WITH 5/8 X 8 41 B USE 1.15X11.8 LVL. MIN BACKSPAN =4'. CONNECT AT BACKSPAN END TO 31B WITH HSLQ31. Napo NAILING: GLUE, AND CONNECT WITH 8D RING SHANK NAILS OR#9 SCREWS,AT 6"EDGES, 12" FIELD. MTITEN HD + 3" GALV WASHER AT 24" 42B USE 1.15X11.8 LVL. HANG ON 41 B WITH UPSIDE DOWN HU OR HUG. F W MI _aao BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND CONNECTIONS TO SHEAR WALLS BELOW. MAX SPACING. 458 2.6X11.8 P5L OR LVL 2, 1.75X11.8 LVL MAY REPLACE 1 JOIST �� 1SF 5.5X5.5 GLULAM 46B 6X12 3.5X9 GLUALM 5.5X7.5 GLULAM 13 D5 - DRAG STRAP1 COL 41B 1.15X11.8 LVL OWNER APPROVAL 485 2, 1.15X11.8 LVL 2, HSLQ31 TO 49B MIN., CAPACITY: GOOD FOR 1,105 LB TENSION DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL - SEE STANDARD INITIAL: 4913 5.2X11.8 P5L DRAG STRAP: CONNECT BEAM OR HEADER END TO EXTERIOR WALL TOP PLATE OR BEAM OR JOIST OR RAFTER STRUGTRUAL SPECS PAGE. PAGE:50B USE S.ZX11.8 PSL OR LVL. HANG ON 52B WITH UPSIDE DOWN HHUS, CONNECT TO 85W WITH HUG OR HUGQ(FUR OUT BEYOND WITH MIN., C516 X 36", CENTERED OVER END OF BEAM /HEADER. DEFAULT BOTTOM CONNECTION ON PLATE: (2) FG OR(2)A34 WITH SCREWS, OR(4) 16d FACE STRAP MUST BE HORIZONTAL. OKAY TO TWIST STRAP UP TO 90-DEGREES IF NECESSARY. NAILS. 8SW A5 NECESSARY.) STRAP MAY ATTACH TO EITHER SIDE OR TOP OR BOTTOM OF MEMBERS CONNECTED. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FG OR(2)A34 WITH SCREWS, OR PGZ. 51 B USE 1.15X11.8 LVL HANG ON 50B WITH HUG. HANG ON 48B WITH UPSIDE DOWN HU OR HUG. NAILS: USE 10D, ALL HOLES FILLED. IF CONNECTING TO STEEL BEAM /HEADER USE 2 MIN., FILLET WELDS, MIN.,3" DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR C135Q. 52B 1X11.8 PSL. 15 HEADER OVER WINDOW. BUTT INTO 485 AND CONNECT WITH H5LQ31 ON EACH SIDE. ALSO CONNECT ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/5"ALL THREAD, EPDXY 6" TO 12P WITH G516, 9' LONG WRAPPED OVER TOP OF 52B AND EXTENDING VERTICALLY 3' MIN. DOWN EACH SIDE OF OF: LONG. INTO POST BUTT,AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAYBE WET SET 12P (FOR UPLIFT). 72P TO BE CONNECTED AT ITS BASE WITH 18 HD. AT 15P POST, CONNECT TO i5P WITH T522 AND OR EPDXY. TO 213H WITH T522. SEE 50B FOR THAT CONNECTION. FRAMING NOTES J. SYKORA, GPBD Funnel FlangeDRAFTED BY: o Floor Joist Blocking per IRC 502.1 �?" tr (Seismic Design Categories 01 & D2) �,-` �— n BC! Joist l�°LI 1F'/ SIDING REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Blocking SCALE ° Supports VA"to 1Vz TYVEK HOUSE WRAP COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF " m thick flanges 1/16 056 SHEATHING 1/4" = 1' U.N.O. �` ITS FOUNDATION/SLAB/JOISTS BLOCKOUTS. �/ / 1 1/T GYPGRETE FLASHING PAT w .-. - GONG. PAVERS Z \V/ I,��. lic_.-1)-c1 �`i 1 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR 5-1-19 U-S. 'o i�, 4X12PT JOIST 24"0.G. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND re ,'I Patents 6523321 "I'IIII. 51MPSONZMAXLU410 SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR . 1 FASTEN 2X PT LEDGER WITH _--I `�/ 01 1� and I/Irf i 6,250,827 \ 4 IntermediateI,__Iii 1 4 ADDED2 X BLOCKING SIMP50N DTTIZAS REQUIRED ALL TRU55 TO TRU55 & TRU55 TO BEAM CONNECTORS TO BE (5 Beating i! 4� FOR DEPTH_ (4)LOCATIONS EVENLY DISTRIBUTED (WALL OR BEAM) Nailing per local ,� 1 ,� '�] \ INSTALL(1)WITHIN 24"OF EACH END DESIGNED BY MANUF. 0 code provisions h�y 1 �- 2 X 12 TREATED DECK LEDGER 0 Typical ITS FLOOR SHEATHING TO BE 3/4" COX OR O5B STURDI-FLOOR T&G, GLUE 1 Installed on LVL \ E.()AND NAIL IN/ RING SHANK Sd's @ b" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" .1.0 .1i 1 CONTINUOUS BLOCKING 4 TOP FLANGE HANGER 1 DECK LEDGER O5BOREQUAL Al Al Al r PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST C o LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ai a FLOOR HOLDOWN LOCATIONS. il ♦ PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING ° • ♦ II r ,/�� LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. }� re _i__________ (11) t g 0 ° ►� ° ALL CONNECTIONS TO BE 51MP50N OR EQUAL.o s r s u 0 3p s 55 'T� '� i INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE w�, de (0 1 LL 6Rt. / + . , ° AC CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 1/43 00 /o N 2 z cat' CONNECTIONS. o el Lateral ��e EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE \'� I�—W'"' i ! f ° `,�.� PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE ti \/�` 01 \ V. •° WA% ti LABELED ACCORDINGLY. IRG R311.1 & R311.2 e N 1� a FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND o Nail Boise Rimboard FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED O K _ FT to BGI®joist with Sd -� tu \` Flight ° ° °. left GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. z WI w m 73 m � 73 nail into each flange. ��/ \��'� Typical ACE WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED re X w 1. m Installation w o O . -��_ ,ar-: WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 Et m v GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT m p_ Q m SI 1 8 RIM BOARD 5 JOIST HANGER - LU OR U AlC POST CAP WHERE THE ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. Al Atq l'l RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRG R312.1. W PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS e AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF O z 23/32" MIN. PLYWOOD/OSB Funnel FRAMING INSPECTION. OR RIMBOARD CLOSURE. Flange' zniI ,c� �1Y8 _F Locator ; � ♦ 7 Tab ��—��� I- Q tT NAIL WITH 8d NAILS ti BGI®JOIST BLOCKING W f1 P- INTO EACH FLANGE. / REG JIRED FOR CANTILEVER. o _I v LU K rZ CI 2 4 --, ® w H (Y H tii %,,, 1 O rz z 441 i /� set I .1 j) V CO_ Oil 111 CI FU CANTILEVERED JOISTS 6 I-JOIST HANGER 3 ABU POST BASE F HO Al Al Al 664E RhO r N fort / DECK RAILING /�/ i� < POP ��o • - DECK RAILING ''11 HARDI-PLANK SIDING HARDI-PLANK SIDING 1-- <oog TYVEK HOUSE WRAP FORM WATERPROOF <�o�z TYVEK HOUSEWRAP - iMi MEMBRANE AROUND ,a,�umg 4X 12 PT JOIST oz s Ci 1/16 OSB SHEATHING POST BASE. 2 X 10 PT JOIST _ O z 33 N a SLOPE 1/4"PER FOOTl/16 O58 SHEATHING FLASHING SLOPE 1/4"PER FOOT \ iwoFF PAYER OR TLE 1 1?6YPGRETE WATERPROOF MEMBRANE FLASHING - \ { 1 1 - :. GUTTER sal — ---- — - - — - - — - - - - - _ O in /T GYPGRETE FASTEN OF LEDGER WITH , FASTEN 2X PT LEDGER WITH 21' \/ (3)ROWS OF 1/4"X 4 1/7'SOS �0 INSULATION 3/4'PT PLYWOOD < �, I li t Eo I 1I 1.1 6,661 I/i /\ (3)ROW50F 1/4"X41/T 5D5 --� SCREWS@9"O.G. I RIM JOIST I T 2X48LOGKING AT } �gw� Co Y P III _ YWOOD SHEATHING SPLICES SCREWS@4'O.G. '� R30 INSULATION �`20 \�I OWNER APPROVAL 11 1/8 JOISTS SIMPSON ZMAX LU210 - 51MP50N ZMAX'LU210 ATTACH FILLER TO BOTTOM OF JOIST FLOOR BEAM 5/8"SHEETROGK INITIAL: 10.-T'IF CHANNEL FOR DRAPE ROD PAGE: 1 DOWNSPOUT I- I'. - ',` ' 1/2"SHEETROGK I I � 11 MAIN DECK - PAVERS � � - 1 ° _ OF: Al / TILE Al UPPER DECK IAIATERPROOF FLOOR FLOOR PLAN NOTES DEORA, C MIN., SIGNED BY: CAPACITY:Y 00DFORLDOPW J. SYKORA(, GPBD MIN., GOOD FOR 1105 LB TENSION. STRAP:USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF HALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND - IT FBI ALL NAIL HOLES WITH HOD. ATA POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING DRAFTED BY: _ A 1 AREA IN NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALLRECEIVE THEIR PRIMARY POKER FROM IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM THE BUILDING WIRING AND SMALL BE EQUIPPED WITH A BATTERY RACYUP SMOKE DETECTOR AND CO DETECTOR �I AND WRAP AROUND BOTTOM IF NECESSARY. ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. O END DISTANCE:13'MIN.TO EACH UPPER AND LONER STUDS.APPROX TOTAL f LENGTHA 26"+DEPTH OF FLOOR SYSTEM. SCALE 6 /1 - - - - - 46'-0" - - - 2 SHELF AND HANGING ROD. TYPICAL HEADER 1/4" = 1' A.N.O. / - 8'-10" / 20'-8" -- -/ 3 DHEADER LESS THAN 5' i ; s -m4- N 3 BUILT IN SHELVES. USE 2 STUDS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. A E 2' - -_. -16'-6" o a o HEADER(5)MAY HANG ON TINS WffH HUG,HUGO OR SIMILAR. 5-1-19 R 2-2 1/4" _ -2'-0" 5'-0" }-3'-83/4"—�I` u - ON 16'-T' } I 4 CABINET-OWNER/GONTRAGTOR TO VERIFY. W32-5000 I I W33-4060 W34-4060 5-4060 W96-4060 SS HAVE OPE LE SECTION FOR EMERGENCY SS HEADER LESS THAN 5' ` - - -- -— _-- -- - - -_-- I ' — \ \ 5 SQUARE FEET MIN MINIMUM ET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24"7 - - - -MULLED UNIT - - - —4 - - - -MULLED UNIT - - - "MI HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. F 13,_0,� 1 ® LC Z (1)KING STUD FROM R 91" ml N G WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH `(5 TOP PLATE TO L7 _ p§ v o -�'4 �J AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. �V/�BOTTOM PLATE <1 H 7 4a 3 'Ti' D�� X4 v/ 0)TRIMMER r so s III o VAULTED CEILING OPEN BELOW S DECK TAU.ON 1g HIGHP ATFORM.TOP OFPLATFORM TO BE 11D T86 PL WOOD. 0W 'f" B 242 50 FT EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8'TYPE'X'GYP.BD NO FURNACE SHALL 1 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM. D,_2„ 100 SQ FT , —' " BATHROOM.OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF 0'-5" i 3'-11" 2'-b" b'-O" 1'-b"T�'-2._0„ FURNACE. I� W30-2660 W31-6060 Illr 3 80 \ 1 O • ` ALL BUILDING PATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES AREwo V Nt \ I _. - GABLE RAIL © O a INSTALLED,SHALL L BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES1113 I -'J 12 , Q 0 a RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING. t _ _ �� ® B�j v END OF PIPE LESS TIAN]FEET ABOVE GROUND,POINTING DOYVN.TANKS SHALL BE - 4y t•XYGVRTAINOWIIYg IN MUMS - - B - -"" ; STRAPPED WITHIN UPPER 113 AND LIXNER 1)3 TO PREVENT OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% -I \ m PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOT B GOLD SHUTOFF HEADER MORE THAN 5' al9'CEILING • OFFICE II \ O SHALL CONTROL VALVES WASTE AT WASHER. EXHAUST DUCTSMDTEXCEED A TOTAL vi - - COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET.THE MAXIMUM LENGTH OF ,(T - 16'-2 W" 411 VAULTED CEILING 1785Q FT r IL 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR Z OPEN BELOW 12 ...1 0 EACH 10-DEGREE BEND.A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF t$ 6 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER- - I r I 156 SQ FT i 9r IL ILto MECHANICAL FAN.BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE igi N III yyy PROVIDED WTH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 y MASTER DORM . T 11'-11" C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 5 FEET TO ANY OPERABLE WINDOW 111.1.® \ m OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES.DRYER.KITCHEN, P \ O I • a • \ p '9 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK E HEADER MORE THAN 5' 264 SQ FT S Y \ 1 \ O \ ,f joL"",1,i O PRIOR TO INSULATION FOR FRAMING INSPECTION.EXHAUST FANS TO BE B CONSTRUCTED OF SMOOTHBORE.NONCOMBUSTIBLE MATERIALS.APPROVED FLEX $ (2)KING STUDS i' 9'CEILING I I q U O CTIC m CONNECTORS NOT FXr.FFDING 5 FEET IN LENGTH MAY BE USED IN CONNECTION WTH $ FROM TOP PLATE TO—• `o _ v p DOMESTIC DRYER EXIW/5T. n BOTTOM PATE o 11'-, 1/2" ® O p � (1)TRIMMER v 7g^ II 22'X30'MIN.ATTIC ACCESS TO BE ACCE5518LE WITH UNOBSTRUCTED HEADROOMW 0 TITT 11 FRA EOUT ACCESS HOLETO DEP HOFINSU AT ON WITH NO ESS HAN 1?P YYV20D 3 S. - —I -- Ili CABLE RAIL i K«SS COVER IN 6ARKaF5TO0E HIN6EpANDSHALL BE VEATHERSTPoPPED OR 12 \� 3 C 1 �`� N. m fl SEALEDT 6H. W J_ IL \ (raj:al -4'-O" GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR HANDRAIL 36'ABOVE STAIR NOSING- le V LILTED CEILING INTERMEDIATE RAIL SPACING SHALL NOTA10W A4'OAMETER SPHERE TO PASS C Ii THRWGHPERI.RC.SECTON312.2. E , III BEDROOM o 174 SQ FT _ PRE-MANUFACTURED.ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FORt V- t .2 1 13 TRIM PACKAGE-CONTRACTOR SHAL ASSUME ALL OPTIONS. REFER TO0 m' 'IT.s 0 �' MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NOR-COMBUSTIBLE y 2680 _ _� 2680 4'-31/2" s °1 SURROUND&HEARTH MATERIAL. r LANDING - VAULTED CEILING IN _ __ _ GARAGE FLOOR SURFACES SHALL BE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR L WINDOW 6"WIPOST �� u 51 50 FT , 14 MIN.1 Ur PER 12 TOWARDS MAIN VEHICLEENTR DOORWAY OR TOWARDSF FLOOR DRAIN. O m j _ CLOSET • i 2'-8" y 2-0 1/2 15 TEMPERED GLASS I■ ■I '^ 9'CEILING Ci J r 69 5Q FT DM _.-� _ °_If 1 cell- x ~ J 2880 �1 A J • - / 0 4'-O" - ,• /4'-88 1/2" 5 E lb 20 MIN.FIRE RATED DOOR W/$ELF-CLOSING DEVICE. w Q O N -• �1 �el 10 ■ "- tr BATH J \i 1 0. - -MULLED UNIT 9'CEILING 5Q FT '` 10 `�' - - Q 0 Z 9 GENERAL NOTES CO � � Q m (1)TRIMMER \ L® in W41-2646 y 5'-2" I 5'-7 1/2 Q " / , ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. (2)KING STUDS r • FROMTo M $TER BATH 7 �. O'-TTT61/7 BOTTOM PLATE N. o. .— b _ 175 SQ FT d - ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. - w 1. v m N 0 STAIRS W43-206/ VERIFY HEADER HEIGHTS WITH SUPER. izab-4' O 0 4 1L t .7.0 d' 94 5Q FT 6 T , ,� '2/A �Ai O ALL EXTERIOR WALLS ARE 2 x b-1b'O.G.STUDS,UNLESS NOTED OTHERWISE. � o �_ Kiii MULLED UNIT- -� p ® V/ (.1--- _ s.��,M S�.rnICC, ALL INTERIOR WALLS ARE 2 x 4-WO.G.STUDS,UNLESS NOTED OTHERWISE. 7:4- 76 KG-KM65TUD$ z Z z / r AT SIDES OF OPENING USE MIN 2-1.7BxB.5 LVL,KING PROVIDE BALKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER /'� YA/ tr WINDOW W/ 3" POST W49-4060 y�I�y'8-ib 0 W41-4016 W45-6030 STUDS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE WITH OWNER FOR 1 ■ \ iL 4 ♦ .�T 6'-5 1/2" �T 4'-0" .�' ,�` ,,-w6030 l' 11-6" SUPPORT HEADER WRHTRIMMER(S)OR CONCEALED LOCATIONS. r i� X FLANGE HANGER PER PLAN OR ARCH. �l V-41/2• 6'-D" W .(1 A- -rt 25' b" — 9'-0" I 11 ' b" J V I W I■ ■I 46'-0" — - jt ENERGY CREDITS w v it Q w ENERGY CREDIT 1a OMM GAR �� Ash4f�0 EFFICIENT WINDOWS:UILDING=028 ENVELOPE 0.5 . ` - ^ CONCEAL FLANGE V v ' IL W MANGER EA SIDE ��1'� G` -FLOOR:=R38 INSULATION W O v '0 1Y -SLAB ON GRADE-R-10 ENTIRE SLAB V (2)KING STETS I i ` / O y FROM TOP PLATE TO ENERGY CREDIT 2a PI, Y 1?e) Z BOTTOM PLATE �, gr' �y� _ 6 AIR LEAKAGE CONTROL&EFFICIENT VENTILATION eta X 44117130084, Q'�'-l`6y -AIR LEAKAGE:3.0 AIR GRANGES PER HOUR 0.5 4 I. ,I ~1 bIYAL 5� / -WHOLE HOUSE FAN PER SECTION M1507.3 _ O ,� 1 ( ENERGY CREDIT 3a ('() t t `as a - HIGH EFFICIENCY HVAG EQUIPMENT 1.0 �� n_ 5r �'f $E.�L -GAS FIRED,PROPANE,OR OIL FIRED BOILER IS � WITH MINIMUM AFUE OR 94%. - ENERGY CREDIT Sc '=TEAM OAy 1.4 . EFFICIENT WATER HEATING 1.5 -GA5 FIRED,PROPANE,WITH MINIMUM EF OF 91%. Z F u WOOD 4( EiZ°U 20H ~HEADER CALLOUT TOTAL CREDITS 3.5 oNwp HEADER SCHEDULE HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO= ROUGH ppo So' oas� OPENING OF DOOR OR ADJACENT DOOR. �2°OW akgn axaw0 POST SCHEDULE GALLOUT MIN, USE ALT 1 MIN. USE ALT2 MIN., USE TRIMMER, EACH END(IF ICING STUD, EACH END NNpw BLANK USE DEFAULT (IF BLANK USE ��ww� r°o GALLOUTMIN., USE ALT 1 MIN., IALT2 MIN., CONNECTOR (IF NOTES ABOVE.) DEFAULT ABOVE.) m. w< moE O w� USE USE BLANK USE 20H 2X6, "U' CONFIG 4X6 2 @ >b' SPAN w3�oz XXh 21H 2X10, "L" CONFIG 2-2X/3 4X8 � Boa DEFAULT, ABOVE) �as�= O.UO 70P 2-2X4 4X4 22H 2-2X10 4X10 2 @ >6' SPAN <,oaiioo 71 P 3-2X4 2-2X6 4X6 23H 4X12 3X9 GLUALM 2T, 2K @ 5 END. HUG TO 77M AT N END ___-.__ 24H IN12X40 WITH 2, 2X10 NAILER ON TOP CONNECTED WITH 2, SDS 1/4 X 3 @18". NAILER MAY BE OMITTED AT 38B =az 72P 3-2X6 6X6 4-2X4 PLAN AREAS 111 ...zee, 73P 4X8 BEARING LOCATIONS. NOTE THIS WALL 15 WITH 2X10 STUDS. BEAR EACH END OF 24H ON MIN., 4X10 POST WITH 6�pm° me 2, 1/2 X4" LAGS THROUGH BOTTOM FLANGE INTO CENTERLINE OF POST. gi_~O 14P 4X6 PT CONNECT TO 88CIN WITH 5/8 X 8 MAIN FLOOR 2,016 SQ.FT- pgez TITER HD + 3" GALV WASHER AT 2411 25H 3.5X10.5 GLUALM 5X9 GLUALM 2 OH 0 MAX SPACING. 26H 5X13.5 GLULAM 3 UPPER FLOOR 111 SQ.FT. tee= 75P 5.5X5.5 GLULAM 21H USE MIN., 3.5X11.8 PSL OR LVL. EXTEND OVER 85IN AND CONNECT PER 8511 CALLOUT. BUTT SOUTH END INTO BASEMENT FLOOR 450 SQ.FT. COL 415 AND CONNECT WITH HSLO 31. BEAR NORTH END ON 72P AND CONNECT TO 72P WITH T522. ALSO BUTT INTO DINNER APPROVAL 41 B AND CONNECT WITH HSLG31. TOTAL LIVING AREA: 3 519 SOFT_ DEFAULT WOOD MATERIAL IS DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD 28H USE MIN. 3X10.5 GLULAM OR PSL, APPROX 8' LONG. AT SOUTH END BEAR ON TRIMMER AND 2 KING STUDS. AT I INlrw STRUCTRUAL SPECS PAGE. 1 GARAGE 840 SQ.FT. PAGE: NORTH END CONNECT TO 75 DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR(2)A34 WITH SCREWS, OR(4) 16d FACE P WITH HUG OR HUGO. CONNECT MULLION TO BOTTOM OF 28H WITH A35 AND NAILS. SCREYS. DECK 264 SQ.FT. A 1 0 DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR(2)A34 WITH SCREWS, OR PCZ. `DEFAULT HEADER MATERIAL IS DOUG FIR#2 OR BETTER. COVERED ENTRY DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR GBSQ. •2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN"L"CONFIGURATION. 54 SOFT. ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL THREAD, EPDXY 6" `DEFAULT TRIMMER, U5E(1)2 X STUD OR SIMPSON LUG HANGER EACH END. UPPER BALCONY 100 SQ.FT. OF: INTO POST BUTT,AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET 'DEFAULT KING STUD,OPENING 6'WIDE AND LESS USE(1)FULL HEIGHT STUD EACH END PLATE TO PLATE. OR EPDXY. `DEFAULT KING STUD,OPENING WIDER THAN 6', USE(2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. UTILITY 66 SQ.FT. DESIGNED BY: WINDOW SCHEDULE J. SYKORA, GPBD NUMBER OTY FLOOR SIZE EGRESS , DESCRIPTION COMMENTS OTY NUMBER DRAFTED BY n N01 1 1 2080 FIXED GLASS 1 N01 NO2 1 1 2660 SINGLE CASEMENT-HL 1 NO2 E NO3 1 1 6046 FIXED GLASS 1 NO3 - 4 W04 1 1 6016 FIXED GLASSka 1 N04 1/4" = 1' U.N.O. N05 1 1 6016 FIXED GLASS 1 N05 el NO6 1 1 6016 FIXED GLASS 1 NO6 5-1-19 N01 1 1 4030 _ SINGLE AWNING 1 1101 NOS 1 1 6030 FIXED GLASS 1 N08 1/409 1 1 6030 _ FIXED GLASS 1 N09CD N10 1 1 6030 FIXED GLASS 1 N10 N11 1 1 2040 SINGLE CASEMENT-HR 1 N11 6 1N12 1 1 4016 SINGLE AWNING 1 N12 (n N13 1 1 2680 FIXED GLASS 1 1/413 (1) o 1114 1 1 2680 FIXED GLASS 1 W14 1115 1 1 5080 DOUBLE AWNING-B MULLED WITH UNIT N16 1 N15 Er) N16 1 1 5080 DOUBLE AWNING-B MULLED WITH UNIT 1N15 1 N16 1111 1 1 3616 FIXED GLASS 1 N11 -2 ' 1/418 1 1 3630 FIXED GLASS 1 W18 ry 1/419 1 1 1616 _ FIXED GLASS MULLED WITH UNIT N20 1 1/119 1/420 1 1 1630 FIXED GLASS MULLED WITH UNIT N19 1 1/120 N21 1 1 40106 FIXED GLASS MULLED WITH OTHER UNITS 1 N21 ai II 1/422 1 1 5026 SINGLE AWNING MULLED WITH UNIT N23 1 1/422 I.. I N23 1 1 5080 FIXED GLASS MULLED WITH UNIT 1122 1 1123 }J N24 1 1 5080 _ FIXED GLASS 1 1/424 N25 1 0 2660 SINGLE CASEMENT-HR 1 N25 0) I N 26 1 0 6060 DOUBLE AWNING 1 1126 1N21 1 0 3060 _ DOUBLE AWNING 1 W21 w N2b 1 0 4016 SINGLE AWNING 1 1/428 LL N29 1 0 3016 FIXED GLASS 1 N29 N30 1 _2 2660 _ SINGLE CASEMENT-HR 1 N30 1A131 1 2 6060 DOUBLE AWNING 1 1131 0 CV 2 1/432 1 2 5060 FIXED GLASS 1 1/432 N33 1 2 4060 FIXED GLASS MULLED WITH UNIT 11\134 1 W33 W34 1 2 4060 FIXED GLASS MULLED WITH UNIT W33 1 W34 0 N35 1 2 4060 FIXED GLASS MULLED WITH UNIT N36 1 W35 z m w ( s) R' X w r p_ W36 1 2 4060 FIXED GLASS MULLED WITH UNIT W35 1 W36 w o O - N o m � 6 W31 1 2 4020 FIXED GLASS 1 W31 _rill N38 1 2 4020 SINGLE AWNING 1 N38 m ° Q m N39 1 2 4020 SINGLE AWNING 1 W39 1/440 1 2 4020 FIXED GLASS 1 N40 N41 1 2 2646 SINGLE CASEMENT-HR _ MULLED WITH UNIT 1/442 1 1N41 W42 1 2 2646 SINGLE CASEMENT-HL MULLED WITH UNIT W41 1 1/442 v } 1/443 _ 1 2 2060 _ DOUBLE AJNNING-B 1 1N43 N44 1 2 6030 FIXED GLASS 1 W44 oi Z K IL W45 1 2 _ 6030 FIXED GLASS 1 W Z 11J 45Q, cNi W46 1 2 6030 FIXED GLASS 1 W46 1- Q W41 _ 1 2 4016 SINGLE AWNING 1 1N41 W _ o-- 4- In N48 1 2 1660 SINGLE CASEMENT-HR MULLED WITH UNIT 1N49 1 1148 - w W49 _ 1 2 4060 DOUBLE AWNING MULLED WITH UNIT W48 1 W49 v ry A W N50 1 2 4060 DOUBLE AWNING 1 W50 W51 _ 1 2 4016 SINGLE AWNING 1 N51 v ln ILci N52 _ 1 _2 4016 SINGLE AWNING 1 W52 O O v Ov O eii�uctt �Ct72t4 fk iii �t 01 W W INDO NOTES: fi D— V `13 < m lb xs Ky � � k 7Dgr VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWARE AND GRID alv OPTIONS, GLASS COATINGS, U-VALUES, SIG RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR TO WINDOW ORDER. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY LLI DEPENDING ON WINDOW MANUFACTURER. w �� —I O Z UV Off¢ pNWK w¢=o INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / <wo< 22pVl AAMA2410 METHOD "B" OR EQUIVELANT INSTALLATION INSTRUCTIONS. Q MU ¢¢ w TYPICAL HEADER FRAMING 1U 9N� pwww a==n t =S>w2 pr.-1 HEADER LE55 THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST WINDOW W/ 3" POST V =o .-1 //\'��\ w;rci7z V / i n� �ZaVO UPi _ ,.___..... _f Jr Jr Jr t Jr _______ I� Q OOOZU nKpNU p�F0 HEADER LESS THAN 5' HEADER MORE THAN 5' ® 1.111= Z a? <rco n0w- FLANGE _��� (1)TRIMMER _a po (1)KING STUD FROM (2)KING STUDS EA.SIDE : „z TOP PLATE TO ~ // FROM TOP PLATE TO `\ BOTTOM PLATE BOTTOM PATE 1 ■ (1)TRIMMER • (1)TRIMMER (2)KING STUDS (2)KING STUDS OWNER APPROVAL FROM TOP PLATE TO • FROM TOP PLATE TO pOTTOM PLATE =OTTOM PLATE INITIAL: IMIIH PAGE: Jrir ji ji Jr J j J OF: 20'-0 1/2" 4 18'-11 1/2" . FRAMING NOTES J. SYKORA, GPBD I A14 - - 425 II TI DRAFTED BY: o T REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. W 9'-9 1/4" 2'-0"ff 36"OVERHANG 2 I O Q 41B I I m COORDINATE W/MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/ SCALE iI li 1 IL 1N - _-� -- 1 A L._ J -u _ ♦ JOISTS BLOCKOUTS. 17HD-ALTERNATE 1 HOLDOWN-EMBEDDED STRAP TYPE ♦ 12X14 STRUCTURAL FACIA z if - - 4� -1- r �Ilrlr1/4" = 1' U.N.O. MIK OOD 216 LDPN:US G5THP6F RN LBUPLIFT. L _ 11 7/8" BGI 5000 1.7 @ 24" O.G. � FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC _ DATER N:uST c.oNDmFNRSESTHDbRrcoNrcloN. DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN 'FFOR RIM JOISTUSE CONDITION USE LSTHDBRJ. Ir ,I r 80L ROOF LEDGERSQ A14 NNLS:USE ib,160 TO FULL-HEIGHT STUD AS FOLLOWS �j _' OGUTTERTODOWNSPOUTINCOLUMN 2X14FACIAX41 B 5 1 19TUD:USE LARGER OF:KING STUD AS SPELT/ELSEWHERE;OR CHOICE OF2-2X,3X,OR4X._ .I -1 II TO THE BUILDING DEPARTMENT FORAPPROVAL PRIORTO THE FABRIGATIONAND - - -�' , / • [ Thr U L J L „I L J L I J L IL J L a TERNATE 2-HOEDOWN-BOLT TYPE _ R r I I f T INSTALLATION. :USE HDU2. q cv w S:USE 65051/4 X2.5 TO FULL-HEIGHT STUD PER ABOVE A14 ® H 9 U o 3 3 15 12P 5 NGHOR BOLT:IF WET SET,USE S/8"DIAMETER 55T616,OR 5/b'ALL-THREAD WITH NUT AND 3' r 5 J L I I A14 o N I I - A14 A14 ALL TRUSS TO TRUSS & TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. WASHER ON EMBEDDED END-MIN EMBEDMENT=12".IF TOO LONG TO FIT IN FOOTING,BEND 90- Q < Z o w , r I I W w 1 CM DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3'COVER AT BOTTOM OF FOOTING. -I LL O 0 i Z CV + a IF ROTOHAMMER,USE 5!3'TITEN HD OR ALL THREAD 8 EPDXY,WITH b"MIN CONCRETE ?NI N �--80L ROOF LEDGER U ' iN 1/4:12 EMBEDMENT.CENTERED IN STEM WALL. >< 0 36B m t J L � LL o N _ < FLOOR SHEATHING TO BE 3/4" COX OR 05B STURDI-FLOOR T&G, GLUE AND NAIL W/ Len Z r1'4 :12 °' r o w , I x RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO CI 80L ROOF LEDGER • SUPPORTS. ROOF SHEATHING TO BE 7/16" 05B OR EQUAL. 0 (A J CO Z_ m I _ O _ 11 I L _ PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND 2 o"-.1+—ROOF BEAM - LL I `= N '" sitz 13D5-DRAG STRAP-SEE NOTE BELOW wt b _ BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. - - , _ : — in ° .., -_ 7- ` I �j PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE / 28' 0" I I I I Ir 31B O =o THERE 15 A LOAD BEARING WALL ABOVE. 73 } A I 9 C L LL 34B I� /��� ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 1 1 Idi I I I m I I r' o INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS A5 o A14 2x 12 FACIA Q W IL w > I 388 W w r o =I- 9 WELL AS FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. I m I SOL ROOF LEDGER E EXPOSED WOOD -ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED al / 5'-0" Y 24'OVERHANG 44E.L. u m _ ai �I IJ W I Q W I..� w i 1- 15) V .(24 - OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R311.1 ♦ Ul W ~ QIr m — F m N m C) ♦ & R311.2 b 1211/8"PLATE HEIGHT 11P p w w - IX IL FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIREIIIMMI 1 O I Iol- I I p (V I I .flF Ir I RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS $FA,. X U-I IU p IL j STEEL OR EQUIVALENT. A W U1 w Ir I WASHER PLATES -3"X 3"X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE I I cV I I a 386 1/4:12♦ REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 0w w O GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 3b" IN HEIGHT WHERE THE LL 386 I^ 5 5 ry ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILING OPENINGS SHALL E 80L ROOF LEDGER • I I O I _ A14 A14 NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRG R312.1. L- - - - - - - - - - - 38B I 4 it, PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. IL A14 ry • I I I I I I r 1. x 2 2 Iii A14 A14 ♦ ♦ry • p al 24'OVERHANG la- �f) -z u u IK X IY ,_ is Z .� 2X14 FACIA Q m 0 - (() to cn _b A14 14' 11" J 3' b"AL _' z Q o MANUFACTURED TRUSSES 24" O.G. m Q m il GAR*, `al ���,'�oF wAsyJ'p BEAMS V o Z' DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR SETTER. N �,keg/ DEFAULT GLULAM, LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT LSL IS 1.5E,2,300 PSI, MIN FB. Z v N ���� DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. DEFAULT END POST CONNECTION:LCE,ACE, EPCZ, EG&G, OR 51MILAR. _ 7 Tr flame 5-4 a - BEAM CALLOUT Z X {' 9 DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTG44. 30 L.7 W � (� (L �l ���� Y 1 DEFAULT MID-POST CONNECTION:EPGZ, PCZ,CCC, OR SIMILAR. V 1 W S. DEFAULT BEAM TO BEAM CONNECTION: HU, HUG,HUGQ OR SIMILAR. Vr - al Q 60- LAjaieS $64< V In 3 IS fort �tuZ'i GALLOUTMIN., USE ALT 1 MIN., USE ALT2 MIN., U5E CONNECTOR NOTESlii 1211/8'PLATE HEIGHT A74 2--rams am LY . (IF BLANK {— Ix ♦ USE V v , v 24'OVERHANG - LONER ROOF FRAMING PLAN - DEFAULT, o 0 0 0 II 30B 2.6X11.6 P5L OR LVL (L/ oll Z SCALE: 1/4"= 1' 31 B 1.75X1 1.8 LVL V (17 24' b" �` 3' b" 2-b" 19'-6" > GONNEG TO WALL TOP PLATE 3 50' 0" / m A1 WITH H2.5, TYP. I32B MIN., HSS 10X3X1/4. BEAR ON DOUBLE PLATE WITH MIN., 2 STUDS BELOW OR MIN 4X POST. CONNECT TO BEARING 13 DS - DRAG STRAP WITH HGA10, EACH SIDE, EACH END OF 326 (FOUR TOTAL PER 32B), WELDED TO 325 AND SDS 1/4X3 TO PLATE OR MIN., CAPACITY: GOOD FOR 1,105 LB TENSION POST. DRAG STRAP: CONNECT BEAM OR HEADER END TO EXTERIOR WALL TOP PLATE OR BEAM OR JOIST OR RAFTER BEYOND WITH MIN., 33B 2.6X11.8 PSL OR LVL 13D5 AT 5 END HEADER SCHEDULE °=ems FV C516 X 36", CENTERED OVER END OF BEAM/ HEADER. 20H HEADER CALLOUT 345 5X9 PT GLULLM STRAP MUST BE HORIZONTAL. OKAY TO TWIST STRAP UP TO 90-DEGREES IF NECESSARY. S0" ~—HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH 35B 1.75X11.8 LVL V SATENDSTOLLTOPPLATE 22OPENING OF DOOR OR ADJACENT DOOR.STRAP MAY ATTACH TO EITHER SIDE OR TOP OR BOTTOM OF MEMBERS CONNECTED. ND `) `wU` " 220V� NAILS: USE IOD, ALL HOLES FILLED. IF CONNECTING TO STEEL BEAM /HEADER USE 2 MIN., FILLET WELDS, MIN., 3" LONG. 366 MIN., 5.2X11.8 LVL OR PSL. MIN. BACKSPAN = 14'. BEAR ON WALL TOP PLATE AND CONNECT WITH LTP4 AT 24" MAX ri Z pass° CALLOUT, MIN, USE ALT 1 MIN. USE ALT 2 MIN-, USE TRIMMER, EACH END (IF KING STUD, EACH END „„_xm SPACING. va--- 11 RD - ROOF DIAPHRAGM BLANK USE DEFAULT (IF BLANK USE 37B 1.75X11.8 LVL °"��" I ZW VU7 ABOVE.) DEFAULT ABOVE.) HGA10 WELDED TO 38B 3wry-s O hni 38B W12X50, NO MAILERS. CONNECT TO 24H TOP FLANGE WITH WELDS OR 2, 5/8" THROUGH BOLTS. AT BAGKSPAN END "-`"'20H 2X6, "L" GONFIG 4X6 2 @ >b' SPAN w: wo CAPACITY:SHEAR GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF -WIND. MAX ASPECT RATIO = 3:1. CONNECT TO BEARING WITH 2, 1/2"X 4" LAGS THROUGH BOTTOM FLANGE INTO GENERLINE OF BEARING ELEMENT. —I F3p4=_ m FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OG, MAX. 21H 2X10, "L" CONFIG 2- 2X8 4X8 CONNECT 3l6 BEAMS WITH HGA10 WELDED TO TOP FLANGE. CONNECT RAFTERS WITH MIN., A34 CLIP WELDED TO " FRAMING CONNECTION AT SUPPORT: - - - "wo" 22H KZZFV 2 @ >6' SPAN TOP FLANGE. a = - 2X10 4X10 00� o =w�w� INHERE CONNECTED TO HEAR WALL, CONNECT PER SHEAR WALL CALLOUT-TOP OF WALL � W Oz�� 23H 4X12 3X9 GLUALM 2T, 2K @ 5 END. HUG TO 77M AT N END 39B W12X50. WHERE WALL ABOVE BEARS ON THIS BEAM, CONNECT WALL BOTTOM PLATE TO BEAM TOP FLANGE WITH -1�3=0 gam" INHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. 24H 1112X40 WITH 2, 2X10 NAILER ON TOP CONNECTED WITH 2, SD5 1/4 X 3 @18". NAILER MAY BE OMITTED AT 3813 5/8"X 2" STUDS YIELDED AT 48" MAX SPACING. BEAR ON MIN., 6X POSTS W cif id.- 2, 1/2" X 4" LAGS THROUGH BOTTOM ( O ' ~a AT LEDGER, CONNECT PER LEDGER CALLOUT. BEARING LOCATIONS. NOTE THIS WALL IS WITH 2X10 STUDS. BEAR EACH END OF 24H ON MIN., 4X10 POST WITH FLANGE INTO CENTERLINE OF POST. ogoVO �w O pU SHEATHING: 7/16" MIN., OSB OR COX PLYWOOD. 2, 1/2 X 4" LAGS THROUGH BOTTOM FLANGE INTO CENTERLINE OF POST. 40B 5X24 GLUAAM I ��N SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) 41B USE LVL. 4'.1.15X11 . °= o 61 NAILING: U5E SD AT b" EDGES, 12" FIELD. 25H 3.5X10.5 GLUALM 5X9 GLUALM 2 .8 MIN BAGKSPAN = CONNECT AT BAGKSPAN END TO 31 B WITH H5LQ3l <»� 423 U5E 1.75X11.8 LVL. HANG ON 41B WITH UPSIDE DOWN HU OR HUG. !HP 26H 5X13.5 GLULAM ��o�W BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR ALL5 BELOW. 3 45B 2.bX11.8 PSL OR LVL 2, 1.75X11.8 LVL MAY REPLACE 1 JOIST €¢¢� 27H IUSE MIN., 3.5X1 1.6 PSL OR LVL. EXTEND OVER 85W AND CONNECT PER SSW CALLOUT. BUTT SOUTH END INTO SO L - LEDGER - ROOF DIAPHRAGM 41 B AND CONNECT WITH HSLQ 31. BEAR NORTH END ON 12P AND CONNECT TO 12P WITH T522. ALSO BUTT INTO 465 6X12 3.5X9 GLUALM 5.5X7.5 GLULAM 41 B AND CONNECT WITH HSLQ37. 41B 1.75X11.8 LVL OWNER APPROVAL LEDGER CONNECTION: WHERE A LEDGER IS CALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, U5E SDS, OR LEDGERLOK AT MAX 12" 485 2, 1.75X11.8 LVL OG, STAGGERED. IF CONNECTING TO STUDS, USE 2, SD5 OR LEDGERLOK PER STUD. 28H USE MIN. 3X10.5 GLULAM OR PSL, APPROX 8' LONG. AT SOUTH END BEAR ON TRIMMER AND 2 KING STUDS. AT 2, HSLQ37 TO 4913 495 5.2X11.8 PSL INITIAL: LENGTH OF SDS OR LEDGERLOK= FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. NORTH END CONNECT TO 75P WITH HUG OR HUGQ. CONNECT MULLION TO BOTTOM OF 28H WITH ASS AND PAGE: MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER=2" SCREWS. 50B USE 5.2X11.8 PSL OR LVL. HANG ON 52B WITH UPSIDE DOWN HHUS. CONNECT TO SSW WITH HUG OR HUGQ (FUR OUT 851N AS NECESSARY.) Al /1 FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER 15 APPLICABLE. *DEFAULT HEADER MATERIAL 15 DOUG FIR it 2 OR BETTER. 515 USE 1.75X11.8 LVL. HANG ON 50B WITH HUG. HANG ON 48B WITH UPSIDE DOWN HU OR HUG. 2 RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS '2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L"CONFIGURATION. 5213 7X11.8 PSL. 15 HEADER OVER WINDOW. BUTT INTO 485 AND CONNECT WITH HSLQ37 ON EACH SIDE. ALSO CONNECT TO HANG RAFTERS ON LEDGER. *DEFAULT TRIMMER, USE(1)2 X STUD OR SIMPSON LUC HANGER EACH END. TO 12P WITH C516, 9' LONG WRAPPED OVER TOP OF 52B AND EXTENDING VERTICALLY 3' MIN. DOWN EACH SIDE OF OF: PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRU55 OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER 'DEFAULT KING STUD, OPENING 6'WIDE AND LESS USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE. 72P (FOR UPLIFT). 72P TO BE CONNECTED AT ITS BASE WITH 18 HD. AT 75P POST, CONNECT TO 75P WITH T522 AND WALL SHEATHING. 'DEFAULT KING STUD, OPENING WIDER THAN b', USE(2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. TO 28H WITH T522. SEE SOB FOR THAT CONNECTION. ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR SCREWS AT 3" OG. r 16'-6" r 29'-6" / FRAMING NOTES J. SYKORA, GPBD A14 DRAFTED BY: r REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2X14 FACIA T w 1'I 1IIT COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/ SCALE __ D / 11P — 11V 16-8" S -. f a6 ovERHANe JOISTS BLOCKOUTS. 2 1/4" = 1' U.N.O. E E - - - - 7 • FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC 6 1 RAKEYVALLBUILD UP DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN 1- " A14 TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND 5-1-19 ri 0- 1 INSTALLATION. A13 2X14 FACIA T I ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 11 RD - ROOF DIAPHRAGMr- 0 CD 36"OVERHANG 1 1/2 :12♦ 6 6 FLOOR SHEATHING TO BE 3/4" CDX OR 05B STURDI-FLOOR T&G, GLUE AND NAIL W/ z SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF -WIND. MAX ASPECT RATIO = 3:1. CURTAIN CHANNEL _I1 II_ __. A14 A14 RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO FRAMING: TRU55E5 OR RAFTERS: 2X AT 24" OG, MAX. 1 __-_ _ _ _ _ - l r SUPPORTS. ROOF SHEATHING TO BE 1/16" OSB OR EQUAL. FRAMING CONNECTION AT SUPPORT: Q 091/B'PLATE HEIGHT I 0 W WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND I BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. NEC) WHERE TRU55E5 OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. I I o 5 AT LEDGER, CONNECT PER LEDGER CALLOUT. 5 1 I a PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE SHEATHING: 1/16" MIN., 05B OR CDX PLYWOOD. A14 A14 A1373 I m v I I THERE 15 A LOAD BEARING WALL ABOVE. e SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.0) i m O NAILING: USE 8D AT 6" EDGES, 12" FIELD. o x I II , N II ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 74 BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. T > t w i — (aj II li • < -' C ,&, x ♦ 1/4:12 I w 1"- a y p INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE CONNECTIONS A5Ct ! I 5 I 1 1/2 :12♦ m WELL A5 FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. (115 80 L - LEDGER - ROOF DIAPHRAGM a _- X o I n I 0 — '" EXPOSED WOOD -ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED I o o `= OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRC R311.1 x LEDGER CONNECTION: WHERE A LEDGER IS GALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, Li a J 1 i_ w ; U5E 505, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF CONNECTING TO STUDS, USE 2, 505 OR O 8 -1 8 V —Oa 'o = & R311.2 a LEDGERLOK PER STUD. > A14 r} A14 " FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE MII t - - -I J I RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS LENGTH OF 5D5 OR LEDGERLOK- FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO o d j I _ W g SOLID FRAMING. a STEEL OR EQUIVALENT. > o 0 1 o J. .I WASHER PLATES - 3"X 3"X 1/4" SQUARE HOT DIPPED GALVANIZED WASHERS ARE MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE =2". MIN EDGE DISTANCE TO TOP OR p _ _ 5 - — j , ; S o REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 w BOTTOM OF LEDGER =2" m FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER 15 J 1 A14 A14 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT WHERE THE -t I ADJACENT SURFACE OR GRADE IS 30" OR MORE BELOW. RAILING OPENINGS SHALL E APPLICABLE. Sot ROOF LEDGER I NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRG R312.1. 13 RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER w J I 3 -� J PRE- ENGINEERED FLOOR AND ROOF TRU55E5 - SHOP DRAWINGS AND o .r. OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. I I r 1 ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF FRAMING INSPECTION. 2 PARALLEL RAFTER OR TRU55 TOP CHORD: LEDGER MAY BE TOP CHORD OF TRU% OR LAST RAFTER a JI 1 1/2 '12♦ I \ A14 w OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. m - 1 6 : I' - a- 0 ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3" J I o I rn OG. 9 I w I Ou_ N 24"OVERHANG Z ICI A54 A14 � I —m � I II II Q mH r c il J I 109 1/3"PLATE HEIGHT N/RAKE NALL BUILD UP I I. -- X (6 2 X 74 FACIA ll.l O O _ In A44 ♦1/4:12 i m � I Q co— � U cV • J I 1 24'OVERNANG Al 4 5 — O z o w I A14 II II O m IL Q a m __ Int I 2 X 14 FACIA 1091/0'PLATE HEIGHT 111 24'OVERHANG I 24'OVERHANG _pi! II II — BEAMS 2 X 14 FACIA 2 X 14 FACIA 4 1 DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. J„� ,, 11 '' CA CA A14 A14 DEFAULT GLULAM, LVL, P5L MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L 15 1.5E,2,300 PSI, MIN FB. Z 11-1--{ li N / 25'-6" / 9'-0" / 11 1-6" / DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE 111TH MIN.,2 STUDS BELOW. fA (,/ cei DEFAULT END POST CONNECTION: LCE,AGE, EPCZ, ECCO, OR SIMILAR.DEFAULT CORNER POST CONNECTION INITH MITERED BEAMS 30 a BEAM GALLOUT Z ROOF FRAMING PLAN DEFAULT MID-POST CONNECTION: PGZ, PGZ, CCG, OR SIMILARVER: LGE4,LCE4Z, OR RTC44. L� al _ ^ alK DEFAULT BEAM TO BEAM CONNECTION: HU, HUG,HUGO OR SIMILAR. J Li SCALE: 1/4"= 1' 1 _AR*, CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., U5E CONNECTOR NOTES -, _� W �,`�!'rlt•0 ,M1�i�, O (IF BLANK (� IL a Y t U5E v V / IL CZ DEFAULT, —1 0W O v O r44' at �211738 30B 2.6X11.8 PSL OR LVL BOYE) ° \� ,/ it Z �\ L sf�/ 31B 1.15X11.8 LVL WHERE USED A5 RAFTER - 0- • ) CO tarp �Lu f CONNECT TO WALL TOP PLATE O COKr WITH H2.5, TYP. 6-144u4fiER`5 SE+iti 325 MIN., H55 10X3X1/4. BEAR ON DOUBLE PLATE WITH MIN., 2 STUDS BELOW OR MIN 4X POST. CONNECT TO BEARING TPO ROOFING IS Fait afO"`uT g' WITH HGA10, EACH 510E, EACH END OF 32B (FOUR TOTAL PER 32B), WELDED TO 325 AND SDS 1/4X3 TO PLATE OR POLY ISO BUILD UP =TEA�s oA+L-Y . POST. ICE AND WATER SHIELD 33B 2.6X11.8 PSL OR LVL 13D5 AT 5 END = a a'u �HEADERGALLOUT 34B 5X9PTGLULAM waoi 3/4" T&G EDGE GOLD OSB ROOF SHEATHING HEADER SGHEDULE 20H - _ - HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO = ROUGH 358 1.15X11.8 LVL °"w" 80" 13D5 AT ENDS TO WALL TOP PLATE �/ ^ Pin !i v �"oF OPENING OF DOOR OR ADJACENT DOOR. BEYOND Z��pUK Z 3w °i 2 X 6 SLOPE TO GUTTER 36B MIN., 5.2X11.8 LVL OR PSL. MIN. BAGKSPAN = 14'. BEAR ON WALL TOP PLATE AND CONNECT WITH LTP4 AT 24" MAX O o3aw6 CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END (IF KING STUD, EACH END �_ a• • - BLANK USE DEFAULT (IF BLANK USE SPACING. I Qa=�w GUTTER r �`f - 31B 1.15X11.8 LVL I1HGA10 WELDED TO 386O 3ABOVE.) DEFAULT ABOVE.) moo• / 38B W12X50, NO MAILERS. CONNECT TO 24H TOP FLANGE WITH WELDS OR 2, 5/8" THROUGH BOLTS. AT BAGKSPAN END =w,, °rn / 20H 2X6, "L" CONFIG 4X6 2 @ * SPAN CONNECT TO BEARING WITH 2, 1/2"X4" LAGS THROUGH BOTTOM FLANGE INTO CENERLINE OF BEARING ELEMENT. IL w�a�� >C • 21H 2X10, "L" GONFIG 2 2X8 COCONNECT 31B BEAMS WITH HGA10 WELDED TO TOP FLANGE. CONNECT RAFTERS WITH MIN., A34 CLIP WELDED TO =�.. 2X14FAGIA w I • �� I 22H 2-2X10 4X10 2 @ >6' SPAN TOP FLANGE. <wNwo 1 - w ,.L -r 11 l/6" BGI RAFTER 23H 4X12 3X9 GLUALM I 2T, 2K @ 5 END. HUG TO 11M AT N END 39B W12X50. WHERE WALL ABOVE BEARS ON THIS BEAM, CONNECT WALL BOTTOM PLATE TO BEAM TOP FLANGE WITH o3<0� 5/8"X 2" 5TUD5 WELDED AT 4B" MAX SPACING. BEAR ON MIN., 6X P051-5 WITH 2, 1/2"X 4" LAGS THROUGH BOTTOM O X 3'-0" 24H W12X40 WITH 2, 2X10 NAILER ON TOP CONNECTED WITH 2, 505 1/4 X 3 18". NAILER MAY BE OMITTED AT 38B SPRAY IN FOAM INSULATION BEARING LOCATIONS. NOTE THIS WALL IS WITH 2X10 STUDS. BEAR EACH END OF 24H ON MIN., 4X10 POST WITH FLANGE INTO CENTERLINE OF POST. Wa MINIMUM - R49 2, 1/2 X 4" LAGS THROUGH BOTTOM FLANGE INTO CENTERLINE OF POST. 40B 5X24 GLULAM - D O awe„o 2X NAILER 41 B USE 1.15X11.8 LVL. MIN BAGKSPAN = 4'. CONNECT AT BAGKSPAN END TO 31B WITH HSLQ31. ri °_ril 5/8" SHEETROCK 25H 3.5X10.5 GLUALM 5X9 GLUALM 2 - - <�a 26H 5X13.5 GLULAM 3 428 U5E 1.15X11.8 LVL. HANG ON 41 B WITH UPSIDE DOWN HU OR HUG. :1:: CURTAIN CHANNEL =`,° 21H USE MIN., .5X11.6 P5L OR LVL. EXTEND OVER 85W AND CONNECT PER SSW CALLOUT. BUTT SOUTH END INTO 45B 2.6X11.8 PSL OR LVL 2, 1.15X11.8 LVL MAY REPLACE 1 JOIST ENCLOSED SOFFIT 46B 6X12 3.5X9 GLUALM 5.5X1.5 GLULAM z T&G MATERIAL 41 B AND CONNECT WITH HSLQ 31. BEAR NORTH END ON 12P AND CONNECT TO 12P WITH T522. ALSO BUTT INTO 41 B AND CONNECT WITH HSLQ31. 41B 1.15X11.8 LVL OWNER APPROVAL 48B 2, 1.15X11.8 LVL 2, HSLQ31 TO 49B 28H U5E MIN. 3X10.5 GLULAM OR PSL, APPROX 8' LONG. AT SOUTH END BEAR ON TRIMMER AND 2 KING STUDS. AT 49B 5.2X11.8 PSL INITIAL: NORTH END CONNECT TO l5P WITH HUC OR HUGQ. CONNECT MULLION TO BOTTOM OF 28H WITH ASS AND 50B USE 5.2X11.5 P5L OR LVL. HANG ON 52B WITH UPSIDE DOWN HHUS. CONNECT TO 85W W1TH HUG OR HUGQ(FUR OUT PAGE: SCREWS. 851N A5 NECESSARY.) A 13 1 TYPICAL EAVE DETAIL @ CURTAIN CHANNEL -DEFAULT HEADER MATERIAL I5 DOUG FIR#2 OR BETTER. 51 B USE 1.15X11.8 LVL. HANG ON 50B WITH HUC. HANG ON 4813 WITH UPSIDE DOWN HU OR HUG. '2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. 52B 1X11.8 PSL. 15 HEADER OVER WINDOW. BUTT INTO 4813 AND CONNECT WITH HSLQ31 ON EACH 510E. ALSO CONNECT 3 SCALE: 1" = 1' `DEFAULT TRIMMER, USE(1)2 X STUD OR SIMPSON LUC HANGER EACH END. TO 12P WITH C516, 9' LONG WRAPPED OVER TOP OF 52B AND EXTENDING VERTICALLY 3' MIN. DOWN EACH SIDE OF OF: *DEFAULT KING STUD, OPENING 6'WIDE AND LESS USE(1) FULL HEIGHT STUD EACH END PLATE TO PLATE. 12P (FOR UPLIFT). 12P TO BE CONNECTED AT ITS BASE WITH 18 HD. AT 15P POST, CONNECT TO 15P WITH T522 AND 'DEFAULT KING STUD, OPENING HIDER THAN 6', U5E(2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. TO 28H WITH T522. SEE SOB FOR THAT CONNECTION. DESIGNED BY: TPO ROOFING STANDING SEAM METAL ROOF J. SYKORA, GPBD POLY ISO BUILD UP 7/16" SHEATHING DRAFTED BY: Ti ICE AND WATER SHIELD HEEL VARIES - MANUF. TRUSS SCALE 24 3/4" T&G EDGE GOLD O5B ROOF SHEATHING 1/4" = 1' U.N.O. I I 2X10 v J =- - } T I > t { I SLOPE TO GUTTER DATE • - OUTLOOKER / GUTTER • • • 2 X 12 FASCIA I -1-19 2 X 14 FACIA • 6 I i • CD _ - , • • // STRIP VENT ` ' 2 X 14 FACIA • VENTED BLOCK ENCLOSED SOFFIT /, z SPRAY IN FOAM INSULATION �� • u 2X NAILER MINIMUM - R49 _O (1) Ili SPRAY IN FOAM INSULATION 5/8" SHEETROCK MINIMUM - R49 2X NAILER L___ ID 11 1/8" BCI RAFTER 5/8" SHEETROCK ENCLOSED SOFFIT _ T&G MATERIAL 11 l/8" BC! RAFTER ma ENCLOSED SOFFIT R-49 INSULATION OVERHANG VARIES 2-3' T&G MATERIAL 5/8" SHEETROCK C x OVERHANG VARIES 2-3' 1/2" SHEETROCK al a '� 2XbWALL 4 TYPICAL EAVE DETAIL � B 1 TYPICAL EAVE DETAIL 1 TYPICAL EAVE DETAIL W t A14 SCALE: 1" = 1' Al4 SCALE: 1" = 1' J W J _ LL VENTILATION NOTCH AIR BAFFLE IN/ 1 " GAP 0 0 TPO ROOFING STANDING SEAM METAL ROOF MANU. TRUSS o POLY 150 BUILD UP RI Ili ICE AND WATER SHIELD 1/16" SHEATHING c W STANDING SEAM METAL ROOF o 3/4" TAG EDGE GOLD 05B ROOF SHEATHING 1/16' 05B SHEATHING �_ t—' n u`�i 73 METAL TRIM • z m w r fl La �W -- = = - SLOPE TO GUTTER 2 X 10 VENTED X • ;� 2 X 12 FASCIA - , OUTLOOKER o z m o . ry 2 X 14 FACIA I - - GUTTER -- - J' BLOCK z o m • 2XNAILER , m � < mi / • 2 x 14 FACIA • • STRIP VENT R-41 INSULATION // • 4 = ENCLOSED SOFFIT I_L.I ti - - 2x NAILER DROP TRUSS ENCLOSED SOFFIT SPRAY IN FOAM INSULATION SPRAY IN FOAM INSULATION Dr ° Z r- CA J T&G MATERIAL MINIMUM - R49 MINIMUM - R49 ' �( z v ni 2X NAILER 2i n x �\ _ 5/8" SHEETROGK 5/8" SHEETROCK , _0 t - ' 11 I— Q OVERHANG VARIES 2 3' 11 US" BCI RAFTER 5/S SHEETROCK f W . ) 11 1/8" BC' RAFTER ENCLOSED SOFFIT 1/2" SHEETROCK -1 v ' lLl is T&G MATERIALal 2 X 6 WALL--4:- - Q w OVERHANG VARIES 2-3' Ci \ R-21 INSULATION ) I w O v O S TYPICAL EAVE DETAIL @ BCI RAFTER 5 TYPICAL EAVE DETAIL 2 TYPICAL EAVE DETAIL \ i z m 0 < At 4 SCALE: 1" = 1' Ar14 SCALE: 1" = 1' Ao14 SCALE: 1" = 1' °— m m °le 21-0" °F 3/4" T&G EDGE GOLD 05B ROOF SHEATHING STANDING SEAM METAL ROOF STANDING SEAM METAL ROOFZufle We' ahw� 1/16" 056 SHEATHING 7/16" SHEATHING p,_ ROOF BEAM p AIR309 BAFFLEW/ 1 " GAP jwOROoFING TPO ROOFING o -w, MANUF TRUSS J .w< w 11 , F- _ Mil 3 h G rOF F wr wp• EXTERIOR J GUTTER � I 1IIJT--- � 1L // N COLUMN 11 l/8 BGI RAFTER <_ _` 2 x 14 FACIA - --- ALUM. DRIP EDGE - - - - -\ Ll-1 w 0. �= r SPRAY IN FOAM INSULATION rk ` GUTTER 2 X 4 TAIL w a MINIMUM - R49 ENCLOSED SOFFIT 2X NAILER • O UM T&G MATERIAL 11 l/8" BC! RAFTER 5/8" SHEETROCK a 2 X 12 PRIMED FASCIA VENTED BLOCK �_0 EXPOSED STEEL ENCLOSED SOFFITMATERIAL 5/8 SHEETROCK 51MP50N HANGER 11 l/8" BC! RAFTER �� " PH T&G MAT1RIALPP CULTURED STONE • \ ROOF BEAM STRIP VENT 1/2" SHEETROCK �_ ENCLOSED SOFFIT 2 X 6 WALL OWNER APPROVAL OVERHANG VARIES 2-3' \� R-21 INSULATIONS- INTIAL: PAGE: If 2� O" q TYPICAL EAVE DETAIL @ FRONT ENTRY 6 TYPICAL EAVE DETAIL @ BGI RAFTER 3 TYPICAL EAVE DETAIL OF: Al 4 SCALE: 1" = 1' A14 SCALE: 1" = 1' A14 SCALE: 1" = 1' DESIGNED BY: LW SYKORA, GPBD 1 BUILDING SECTION DETAILS J. DRAFTED BY: n - — "_ OVERALL BUILDING HT. 2 I �, s p I I I _I j I I �I I— 4 2 - -" D1 tn' . 5 _ 1 a _ C, 'I STANDING SEAM METAL ROOF T PLATE HT. A � - —� _ m 1 '1 g .. f 3 T 3 2 X 12 FACIA SCALE c 2 1 2 X 14 FACIA @ I-JOIST RAFTERS 1/4" = 1' U.N.O. d -- ENCLOSED SOFFIT o I 13 T8G CEDAR OR PINE F 1 5-1-11 ii m BEDROOM OVERALL BUILDING I-1T.�\ I I I I I I ,I i I 2 F14.1 MANUFACTURED TRUSSES 24"O.G. a PLATE HT. I _ OFFICE 5 451 5 1 a dam= R-49 INSULATION-BLOWN IN - •• b .0 3 1 1 I b 3 _ 5j - R-49 INSULATION-SPRAY IN FOAM ATCY) 15 11,11 / - I-JOIST ROOF RAFTERS UPPER FLOOR HT. . / r __ _ _ 14 1/8"FLOOR SYSTEM r II / [ 7 _ ` I - 6R-21 INSULATION l6 PLATE HT. • \ -- -` _ a 12 13 .-. 1/, - _ LLI 1 3gi) LLLIII 1 7 5/5 SHEETROGK 0 01 - (V - p i 1/2"SHEETROCK al1 GREAT ROOM DINING ROOM - -I - KITCHEN POWDER1:3 t, O GABLE RAILING ON DECK yr co 15 11 15ei COVERED DECK MAIN FLOOR / 1 n CONCRETE PAVER DECKINGC ' 14 1/8"FLOOR SYSTEM -� o _c71; n n PLATE HT. . - 10 ll I I 15 P I ., ® 7 WINDOW HEADERS 3 12 3 12 11 4 X 12 PT.JOIST 24"O.G. MAIN FLOOR • \ _" ilti I - 14 1/8"FLOOR SYSTEM _ a ` a PLATE HT. S. I 1 1 12 13 12 12 11 "I/8"BGI 6000 1.8"I"JOISTS 16"O.G. IOtoo DATI-{ f13 R-38 INSULATION a� I UTILITY - FAMILY RODROOM. 1 s I 1 4' R-10 RIGID INSULATION 0r b 1b 16 CRAWLSPACE T T 1 5 3/4"SUBLFOOR • BASEMENT FLOOR I •. - ..'� `--.. E TTT 7 i 1 .: I O + • 14 14 --- BASEMENT FLOOR ••. , - --b"" 4"GONG. SLAB O 4 1. . . I L. :.I n cm 2 • 14 1l 1 1/2"GYPGRETE <0 N tr o 1 BUILDING SECTION # 1 p 1 : 2 161 11 1/8"BC!5000 1.9"I"JOISTS 24"O.G. a) SCALE: 1/4"=1' Z 1 j W 1 GI EXPOSED STEEL BEAM W 0 O (4/ BUILDING SECTION # 2 Q . Q 1 r m • 2 SGALE: 1/4"=1' 2O m Q_ Z m W TPD ROOFING Q m K. BUILDING SECTION 2 BUILDING SECTION 1 Ili )o <z Y 611 1 i— ITT Z � � IT PLATE HT. �� �p 2 :r 15 I I _ I - - L - 4 1 I _I g 2 LL' w VARIES WITH VAULT 4� © 1.8 .. - .. ' .,. © .. 1:8 .I. -3. _1{� 7 I 1 S 18 _ 5 v W k 3 '� 16I IbM 3 1L di . a ►g I [ w di V EV v . MASTER �L Z OFFICE ' OCPLATEHT. :-W - �• ,-„ STAIRELL 14 1/8"FLOORSYSTEMim PLATEHT. Ar 20 15 1• -I® 1 ;- I I ► � , ton a, _ z8 19 a=s� eN,,oI BATE EDROOM "�Y �k+ _d- <w�a oOe Wing j l , m HALL '~� _-� L ENTRY V HI i _ ___110 MAIN FLOOR \ \ - - - - aoop 14 1/8"FLOOR SYSTEM _ - •< ti o PLATE HT. �- _ = a ailine" 1 15 V <wim'< =aa= 12 12 a ^ o=�a X 1--1 a°== ao J w �� I • .I ON-o - ZUF a�a in L,LiiLus = a ID CQ Itc2ligIr ` ° BUILDING SECTION # 4 u - I I : I I I ..:,, 4 SGALE: 1/4"=1' OWNER APPROVAL • BUILDING SECTION # 3 INITIAL: SCALE: 1/4"=1' PAGE: A 1 5 OF: I BUILDING SECTION 4 BUILDING SECTION 3 BUILDING SECTION DETAILS J. SYKORA, GPBD 1 J 5 12 1 2 1 1 STANDING SEAM METAL ROOF m 1.5 1 3 i • 5 1 I 2 X 12 FACIA -. - -- oil m I. 2 ;;N:TS a 1/4 = 1__ r 18 2 ENCLPLATEHT. Ar 31 - - - I- 5-1-19 3 i, MANUFACTURED TRUSSES 24"O.G. i i R-41 INSULATION-BON- LOWN IN NBATH - �5 IR-JOIST ROOFIRAFTERS�Y IN FOAM AT ZiaMASTER BATH IIII I _ STAIRS CLOSET r01) R-21 INSULATION LEMI Z C7 BEDROOM (I) W 8 ®- 11 ` ` 11 1 5 l•�.4' - 1 4 4 --f- 5/8"SHEETROGK W UPPER FLOOR HT. r _ - _ 14 1/8"FLOOR SYSTEM $ I- -- - - - .� 2 p___T PLATE HT. A, '. _ _ I : _ _ I : a. I I Y 5 -� y 8 1/2"SHEETROCK 6 11211 12 1 5 1 — = 3in —r LAUNDRY CI CABLE RAILING ON DECK I u a ' u n h J 10 CONCRETE PAVER DECKING o u nj GARAGE 8 " " "I 11 4 X 12 PT.JOIST 24"O.G. iS a- eo TT--rr—�r (11$ I POWDER I i o 017Pim — oPANTRY___L....4 ,ib 12 11 l/8"BGI 6000 1.8"I"JOISTS 1b"O.G. 11 15 rMAIN FLOOR - r - . ®_- R I . ' • . - • . - - 1 3 g• f�q r ! R-381NSULATIONPLATE HT. 14 1/8"FLOOR SYSTEM 1 I I I I I I I I I I- I I ®N T t- I a L 12 12 `14 R-10 RIGID INSULATION Ili Oil GRAWLSPAGE 15 3/4"SUBLFOOR kl E °v r o • UTILITY 16 4"GONG.SLAB o In ry 3 1 1 1 1/2"GYPGRETE L cc) N .. . BUILDING SECTION # 6 o 6 BASEMENT FLOOR - 14 SCALE: 1/4"=1' I 1 B i 11 l/8"BGI 5000 1.l"I"JOISTS 24"O.G. O toN ( w m 9 I "•,I I• '- 1 1 q�,, EXPOSED STEEL BEAM m ~ t'- N re X � W ° O . C 11 in_y.; TPO ROOFING En I IL Q m SI BUILDING SECTION 5 ua v � o 2 ► - 1 .. CV 12 Z PLATE HT. ILI 3 ©—_ 1.5 lil 18 �1 1 W (L 8 CLERESTORY 0 ©�' 18 J to I. w � Y O iN v - IL V m < 1 II 20 ' O 6 T — 12 m UPPER FLOOR HT. N N N N 1 N_. N N N 1 + 4 1 14 1/8"FLOOR SYSTEM rJ 1 YJ 5 ' 2 - PLATE WT. 1 PLATE HT. S rJ I I 8l 8 1 IIr PLATE HT II \ 1 1 /11-66122 It n zGREAT ROOM 6oENTRY OmKr po z hIJEST BEDROOM w CO aiv IIII I i GARAGE y~���=w° 6 1 11 ® I 11 15 6 I raw; .11 MAIN FLOOR _ .. -- _.-_ - _ - - - 'r MAIN FLOOR iz�orc 14 1/8"FLOOR SYSTEM - �' 1 b w � _ __ �- 141/8"FLOOR SYSTEM oo 26 PLATE HT. . . I - _-- PLATE HT. u W ` 13 12 13 MAIN FLOOR . \ \ �==� N 13 00 12 .� 1 ,z I =sa= ozwd» Q o-na I-J BUILDING SECTION # 1 w CRAWLSPACE W wz,-a b SCALE: 1/4" =1' oiop - arli 41-1 FAMILY ROOM 116 OWNER APPROVAL BASEMENT FLOOR BUILDING SECTION # 1 - • • T • ti • BASEMENT FLOOR INITIAL: 1 14 PAGE: - SCALE: 1/4"=1' I' --I I. ••I OF: BUILDING SECTION 1 BUILDING SECTION b DESIGNED BY: EXTERIOR DETAILS J. SYKORA, GPBD DRAFTED BY: o 1 1 FIBER CEMENT PANEL SIDING 31 I SCALE m 33 N OVERALL BUILDING HT. co STANDING SEAM METAL ROOFING. 1/4• = 1' U.N.O. p 3 2" X 12" FASCIA W 1 3 ENCLOSED SOFFIT (VENTED) 5-1-1 q r 3 mil - T&G PINE IN/ NATURAL FINISH. PLATE HT. A U II r 4 VERTICAL METAL SIDING CD 5 1Ws2-4016 W51 4016 5 "X" METAL OUTSIDE CORNERS 9 _. -- P150-4060 W a) 4 6" CEDAR SIDING 'II 12 6 m 11 all 1 1/2 _a 7 36" HIGH RAILING TO CODE. 1 UPPER FLOOR 4i NES i®..... © - - - - - - - - - - - - " -- 14 1/5"FLOOR SYSTEM PLATE HT. ', El S BOARD FORMED CONCRETE VNALL I �.�.L,... ,. Ei WINDOW HEADERS •+ - --�- -- I r o t�pr7eaa. _ YVO'S6016 '.I. I WOb-601 b I I -ran. ' - _. - q I EXPOSED STEEL BEAM - POINDER COAT 3,..... -P bI -� CULTURED STONE. TYPE AND COLOR �+ P 19 : -_:,�-_,� 6 10 i114el11!l. 4 I TO BE DETERMINED. s P 10 I int'11 if)Ya 7r • n n lir ---------- 11 TPO ROOFING Cu J_ -11=.11 MAIPLATEOHT. .. 141/8"FLOORSYSTEM .. _ —' - - - - -.-.- _. . - - - - - - - --- - - - - _ - - - - - - - - - - - - - - -- - - - - - - - -- - - - - 12 YVATERPROOF DECK 1,_ O V C O 13 FIBER CEMENT LAP SIDING v (N N AVG.OF GRADE AF 7c.9- Cr tha ir SOUTH ELEVATION 14 o IS to mra SCALE: 1/4" = 1' z m , 15 rZ x � Es w 00 - BASEMENT FLOOR _ - - - - - -- - 16 O Z O El 9 m V (-;1 .. coaid mK SOUTH ELEVATION v o Z r< , zl.U2R ', OVERALL BUILDING HT. z~ (�� 0_ 12 W -n n 1 3 - 1 1 1/2 V W w In ri Q w 3 4 _ v In v rz / I31 o 0 o 0 W41-4016 0 li Z . 1 1 W46-6030 - F264bV4412>6 320.�_ 13 / 1 7 Cn W45-6030 / '�� X 2 2 {I T - - - - - -- - I W44-6030 I El -.4 PLATE HT. .^ m TTTT v ' a F 6 — Z It 3 -- =o I r - _ - _ - _ _ _ _ ._ _ _ _ _ _ _ _ _ - _. .- -- _ _ - -. W10-6030 _ _ _ _ - _ _ _- _ - - _ c- . a _ _ _ 4 aa�s ______ WINDOW HEADERS zzpow E . fan a¢Uwo C /\ FinasLi, \ wm4o3o � I� w12-4o16` 4 >. ¢�W" I4I 1L V� 1 ox==a \ iJ : < s�rLo 4I \ _ - W13-2s. o W15-80b0 Wib-5030 U-1 Mtn ,13 J wEwwo r w3Qaz 1 1" El <� < F.�1 ¢dOUO W08-6030 1 {� !PH /\ /\ <¢o z - - - - - - - - - '- - - - -- - _ ._ ... - - - . ._ - - - - - - - - - - - - - - - ��� - - - - - - ._ _ - -. - - -- -- — - - t - - - - - - - - MAIN FLOOR - \ / < w= H - - - - - - - - - - - - - - - - - - - - - - 141/B FLOOR SYSTEM NUZQ7 - - - - - - - - - - - - - - - - - - - - I I 4 PLATE HT. �o /I I aaOZU re _ - - - - - - - - - _. WINDOW HEADERS o III 6KpNU mvi-O 4 I— QZOF =<�o °0or I ILL L`go —� 'r AVG. GRADE z 0 EAST ELEVATION co bl- OINNERAPPROVAL INITIAL: SCALE: 1/4" = 1' PAGE: BASEMENT FLOOR 4 1 7 OF: EAST ELEVATION DESIGNED BY. OVERALL BUILDING HT. ♦ A, OVERALL BUILDING HT. J. SYKORA, GPBD + Q DRAFTED BY n 12 1 1/2 2 W a 3 SCALE m 1 " , PLATE HT. U.N.O. w 13 1 — — \ 5-1-19 a _ W31-6060 W30-26E3' i4 L6-4060 1":35-406G 1"134-40E0 W33-4069 2-3060 -- / CD \ • - \� I I V h z ? _ C'3 11 O 11 111 - 12-i-r-- 3 m GJ11� y T f L� I ♦ I UPPER FLOOR HT. 0 W PLATE HT. ♦ 3 TT7— "141/B"FLOOR SYSTEM Q Pii= T i I 1 1 3 1 PLATE HT. m W20-7630 S b ._ -- + Ea WINDOW HEADERS \ /j WINDOW HEADERS + W04-6016 1:3 � b W2'.-401 GE N W02- 02660 �— 4 I 6 C A y 0 10 W03-6046 _ o 8 F A W19-7616 - - _ o / \ b (15 1 7\ — 7 / — t W22-5026• 1Y j P + MAIN FLOOR �♦ ♦ I �- ■ — I I i ♦ MAIN FLOOR 1410 2 14 1/B'FLOOR SYSTEM PLATE HT. f�ll i ♦ -__- - - ---___ — }I2. / 1 ♦ PLATE HT.TTT ` WINDOW HEADERS ` - WINDOW HEADERS \ \ W AVG.OF GRADE + ♦ w— \ \ 4 ♦ + AVG.GRADE W26-6060 W25-26601 r o / o r E U / p / O J/ V N 3 BASEMENT FLOOR - - - - --- - - -- - - >`- `I BASEMENT FLOOR cee 11)-- anr z WCw (4X 1-- 2 R • 4t !!TVELEVAIION m Q co IA4EST ELEVATION III v )2- - - - TTTT -- -- ♦ I OVERALL BUILDING HT. EXTERIOR DETAILS Z 2j 2 z U.1 cm_ L1 FIBER CEMENT PANEL SIDING z _Q w � a_ � w /\ /\ 3 2 STANDING SEAM METAL ROOFING. Q 3 W40-4C:: •W39-402: •W3t-45�: ✓131-40200 di _ w 4 b 1 / \ — 2"X 12" FASCIA % - t I- 3 I ENCLOSED SOFFIT(VENTED) V V / V Li - T&G PINE W/ NATURAL FINISH. w `O, v O 4 VERTICAL METAL SIDING Y L z m 1 1 M a- v m < T O � -, ♦ + PLATE HT. 5 "X" METAL OUTSIDE CORNERS (n crill 3 3 1 ryTTT I W18-3630 ry m ` I b" CEDAR SIDING -� WINDOW HEADERS 11 ' 6 t ' l 36" HIGH RAILING TO CODE. ' Z ogs*tn �oa< — f 0 sin 5 48.4 . `Ioe 4 I wn Bbrb i m S BOARD FORMED CONCRETE WALL �— p =y' 4 = o3awm _ = — N=< 1 3wN_N Cl EXPOSED STEEL BEAM - POWDER GOAT o� ao -- ♦ ♦ MAIN FLOOR i i 141/B"FLOOR SYSTEM � iiM I _ _ _ -_ _ •74FPLATE Hr. CULTURED STONE. TYPE AND COLOR I- l �a�o� 10 IY HPJ WINDOW HEADERS \ TO BE DETERMINED. =w,"w° IW21-3016 I 1 1 TPO ROOFING O n az I/ v•127-30t0 + AVG. GRADE_ iV "aGoo III gmp Nu i O r_o 4I I zo tr 12 WATERPROOF DECK FG¢O ?QZy 1 FIBER CEMENT LAP SIDING IL I w po ( i ♦ + BASEMENT FLOOR OWNER APPROVAL 14 INITIAL: PAGE: 15 NORTH ELEVATION SCALE: 1/4" = 1' OF: EAST ELEVATION DESIGNED BY: J. SYKORA, GPBD HEADER 21H j 8SW SIMPSON WSW 3' m _f ROOF SHEATHING - _ - - 1/4" = 1' U.N.O. ` I CANTILEVERED FLOOR ABOVE v • • BEAM 41 B 1 Krrri 1 W 111W JOISTS @24" o - i • TOP CONNECTION: HEADER BEAM -V A19 �, ' z 1lHD-MTETBIATEI HOLDOY'84-EMBEDDEV STRAP TYPE T I 5-1-19 _ MIN.CAPACITY:GOOD FOR 2185 LB UPLIFT. © a I .. TO EXTEND OVER WSW. HOEDOWN:USE L5THD8 FOR NO RIM JOIST CONDITION. I CONNECT WITH PORTAL STRAPS FOR RIM JOIST CONDmON USE LSTTIDBRI. WSW-PS. ALSO CONNECT NAILS:USE 16,16O TO FULL-HEIGHT STUD A5 FOLLOWS. J --.. - 1 STUD:USE LARGER OF:KING STUD AS SPECD ELSEWHERE;OR CHOICE OF 2-2X.3X,OR 4X SPRAY IN FOAM HEADER BEAM TO WSW WITH ALTERNATE IIOLDOY'H BOLT TYPE WSW-TOW PORTAL PLATE. HOLDOYW:USE HDU2. 1 1 LA65:USE 6 SDS 1/4 X2.5 TO FULL-HEIGHT STUD PER ABODE ''zIrt� 011) I ANCHOR BOLT:IF WET SET,USE 5/8'DIAMETER SSTB16,OR 5/8"ALL-THREAD WITH NUT AND 3' V WASHER ON EMBEDDED END.MIN EMBEDMENT 17.IF TOO LONG TO FIT IN FOOTING,BEND 40. O 0 fah DEGREES AT BOTTOM OF FOOTING,MAINTAIN 3'COVER AT BOTTOM OF FOOTING. 0 -.$ a 18HD HOEDOWN (n RP18HD-HOLDOY4N f (a) in IF ROTOHAMMER,USE 5/8-MEN HD OR ALL THREAD 8 EPDXY,WITH 6"MIN CONCRETE HOLDOY'M:USE HDUS CONNECTED TO T2P. / EMBEDMENT,CENTERED IN STEM WALL. t O LAG5:USE 145OS 1H X 2.5 TO T2P. / I 0 I- = ANCHOR BOLT:USE 5/B'DIAMETER 55T924,OR 5/e'AI M 1-THRE I/ D r- IMO r WITH NUT AND 3"INASHER ON EMBEDDED END.MIN EMBEDMENT= I i COVERED DECK a 1V. IFTOO LONG TO FIT IN FOOTING.BEND DEGREES AT BOTTOM P1 © OF FOOTING,MAINTAIN 3"COVER AT BOTTOM OF FOOTING. m rn I OS. MO .5 O o I Ir- rC gr. y o • WOOD SHEAR WALL: USE GREAT ROOM WSW1S. WIDTH = 18" ighb m © ) ai il HEIGHT: FOUNDATION TO BOTTOM ` OF HEADER BEAM. OKAY TO II Q ORDER WSW LONG AND CUT TO - - - - J 1 BOTTOM CONNECTION: WSW SITS HEIGHT A5 NECESSARY. NOTECr)DIRECTLY ON FOUNDATION; WALL It- WSW SITS DIRECTLY ON AND FLOOR TO FRAME AROUND FOUNDATION; WALL AND FLOOR TO ' WSW. OKAY TO HANG FLOOR JOIST FRAME AROUND 1"151A1. OKAY TO ON WSW. ANCHOR BOLTS, USE ALL- HANG FLOOR JOIST ON WSW. 11 II; U- THREAD, 1/8" DIAMETER, EXTENDED 36" MIN INTO 88GW (BEND SLIGHTLY AS NECESSARY V TO ENSURE 6" MIN COVER AT o v EMBEDDED END) AND USE DOUBLE N NUT AND 3" X .25" WASHER ON to EMBEDDED END. SUGGEST USING c WOOD STRONG WALL ANCHOR d 1 1 v BOLT TEMPLATE, WSW. w m IL IT r m PAVERS / TILE anill m o r m 1 1/2" GYPGRETE © D ,.,• Z o W en 1 - • - m Ii Q m s. 1 11 1/8" JOISTS @ 16" w : ; o Z < BEAM 50B — 4X12 PT DECK JOISTS I Z al NCV 1 BASEMENT o z Q m w W K POST 14P • li 5/8" X8" TITAN HDW/ -- -:� - / UNDER DECK . n V I- 3" GALV. WASHER AT . 1. - • *milt Mkt. v v ' 24" MAX SPACING. �%7 41 F AT - *0 ° W O O 0 Ii USE TWO MATS OF MIN., #5 AT ' •.� rQSs� c 12" OG, EACH NAY, EACH MAT • • --- CONCRETE WALL SSGW 04. CC) 3" FROM FACE OF WALL. USE GIP CONCRETE WALL, SIZE SHEARWALL INFO - BASEMENT LEVEL "°"AI //9 VERTICAL REBAR SHALL/ PER ARCH. SSW TO BEAR z7 [ EXTEND TO BOTTOM FOOTING DIRECTLY ON TOP OF THIS. REBAR AND TERMINATE WITH A 64-6t1.4. ERs 5E44 6" BEND. OKAY TO USE STUB Is Fo+ &react~ BARS UP FROM FOOTING AND 1, =T£AA.S DN L.Y . a� LAP SPLICE 36" MIN., IN WALL. �" oVU HORIZONTAL REBAR FROM 00,' "w" ABUTTING DECK STEMWALL, 2i o �wU� EXTEND THESE TO FAR MAT OF Z 4. ==a3w REBAR IN 88GW AND '1 PIN' 5HEAR WALL TYPE J ,i2v4 ���mo m���m • =a TERMINATE WITH A 6" BEND. .^ W J MINIMUM LENGTH OF SHEAR PANEL. mle.. IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. Z Z l,,,oa FOOTING: USE MIN., 6' X 5' X "o5.9 " 12" THICK. USE #5 AT 12" OC, IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM iv,H /�/ win z EACH WAY, 3" FROM iv, �awo" KZFFO BOTTOM, AND #5 AT 18" OG, GALL-OUT CAPA-CITY, SHEATH-ING, SIDES OF WALL NAILS OR STUD HEIGHT, STUD SPAG'G, STUD SIZE, STUD MAT'L NAIL EDGE/ TOP PLATE, TOP PLATE SILL PLATE& BLOCK-ING AT TOP OF WALL TOP OF WALL CONN BOT PLATE MUD SILL ANCHOR SILL ANCHOR <�o.� o�wo -_-_. _ I F204 EACH WAY, 2" FROM TOP. WIND/5E15, MIN. SCREWS, SIZE MAX., FT. MAX., IN. MIN. (SEE STD STL FIELD SPAG'G MIN. SPLICE, MIN. STUDS W/ UNSUP- CONN TO TO PERPEN- TO FRAM-ING, TO CONCRETE MAX 5PG'G/ W 3300 SPECS) 0 STUD EDGE NAIL'G PORTED EDGES PARALLEL DIGULAR FRAMING MAX. SPOG, MIN. EMBED- �.`- EH, PLFZ Hog �I SPAG'G, IN. FRAMING IN. MENT, IN. — ■ (1 O'iww V 1 fanng r 168/ 120 1/16" OSB OR ONE• EITHER 8D 10 - 24 2X4 SAWN 6/6@24 6/12@16 2-2X4 48" LAP IN/8- 2X NA GON'T SHEATHING CON'T SHEATHING 16D @ 6 OR 5/8" J-BOLT OR 5/8" 12/4 ,n am��o 16D OR A34 OR LTP4 AT +BLKG OR H2.5 OR 5D5 .25X4.5 @ TITEN HD, IN/3" V Izzo, G PLYWO-OD 51DE, APPLY 14 16 2X6 SAWN 6/12 16 M <>o�DIRECTLY TO 18 12 2X6 SAWN 6/12012 36" MAX. 5DWG-15600, @ 24" 12 WSHR. OR MASA Z ■ • ■ z`=h •� p STUDS 22 12 1.15X5.5 LVL 6/12@12 MAX. OR MASAP W`c� r • • - = 490/350 (SAME) (SAME) (SAME) (SAME) 16 (SAME) (SAME) 4/12@1b OR 12 (SAME) (SAME) (SAME) 2X (SAME) (SAME) SOS .25X4.5 @ (SAME) 36/4 Nz —/ 6 OWNER APPROVAL 21.3" % 1 '-b" 21-3" © I INITIAL: PAGE: • 6-OIL • 200/ 1/2"OR 5/8" GYP BOTH 5D FOR 1/2"; 6D 10 24 2X4 SAWN 4/411241/1@16 2-2X4 48" LAP IN 8- 2X NA (SAME) (SAME) SDS .25X4.5 @ 5/8" J-BOLT OR 5/8" 12/4 ® 200 FOR 5/8" 14 16 2X4 SAWN 160 9 TITEN HD, IN/3" 1 CONCRETE YVALL 88GW © 16 16 2X6 SAWN WSHR. OR OR MASAPSAI° OF: Al I SCALE: 3/4" =1' J. SYKORA, CPBD DRAFTED BY: S - Cl T 03 f SCALE R to N © 85W SIMPSON WSW - © 1/4" _ �' U.N.O. n 6 'DATEo _ 5-1-19 17HD-ALTERNATE 1 HOLDOWN-EMBEDDED STRAP TYPE MIN_CAPACITY:GOOD FOR 2165 LB UPLIFT. - LDRWN:UST CONDIT FOR NO RIM JOIST CONDITION- ___ L FOR RIME 16,160 CONDITION USEIH TS CD NAILS:USE 16,16D TO FULL-HEIGHT STUD AS FOLLOWS. WOOD SHEAR MALL: USE WSW 18. WIDTH=18-.HEIGHT,SEE TUD:USE LARGER OF:KING STUD A5 SPECD ELSEWHERE;OR CHOICE OF 2-2X,3X,OR 4X. BELOW. --- HEIGHT: FOUNDATION TO BOTTOM OF HEADER BEAM.OKAY TO li TERNATE HOEDOWN-BOLT TYPE - A20 l �1A20 ORDER WSW LONG AND GUT TO HEIGHT A5 NECESSARY_NOTErt HOEDOWN:USE HDU2.2 - -- - IT V USE b 5D5 1/4 X 5 TO FULL-HEIGHT STUD PER ABOVE WSW SITS DIRECTLY ON FOUNDATION;WALL AND FLOOR TO NCHOR BOLT:IF WET SET,USE 5/8"DIAMETER SST816,OR 5/8'ALL-THREAD WITH NUT AND 3' aFRAME AROUND WSW.OKAY TO HANG FLOOR JOIST ON WSW. Z Z © ghl ALIGNMENT:POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE 0W HER ON EMBEDDED END.MIN EMBEDMENT=12' IF TOO LONG TO FIT IN FOOTING,BEND 90- OF STUDS.FURR-OUT AS NECESSARY TO FLUSH UP WITH DEGREES AT BOTTOM USE OF FOOTING,MAINTAIN 3"COVER AT BOTTOM OF FOOTING. 0 O • IA _ REMAINDER OF WALL. IF EMBEDMENT, USE TITEN HD OR ALL THREAD 8 EPDXY,WITH b"MIN CONCRETE N-- EMBEDMENT,CENTERED IN STEM WALL. O O TOP CONNECTION:INIT ON: TA ER STRAPS S EXTEND OVER WSW --- - CONNECT WITH PORTAL STRAPS WSW-PS.ALSO CONNECT HEADER BEAM TO WSW WITH WSW-TOW PORTAL PLATE. I. _ SHEATHING:SHEATHE HEADER,WSW,AND WALL SIMILAR TO 2PW. fat/ �I - BOTTOM CONNECTION:WSW SITS DIRECTLY ON FOUNDATION; geki WALL AND FLOOR TO FRAME AROUND WSW.OKAY TO HANG FLOOR JOIST ON WSW.ANCHOR BOLTS,USE ALL-THREAD, W ,© MrTTrDIAMETER.EXTENDED 36'MIN INTO BEGIN SLIGHTLY AS © T NECESSARY TO ENSURE b" Rg. p : COVER VER AT EMBEDDED END)AND A n WI USE DOUBLE NUT AND 3"X.25"WASHER ON EMBEDDED END. O. 0 0 SUGGEST USING HOOD STRONG WALL ANCHOR BOLT TEMPLATE, U WSW. ° 3 a a RP -I-' E. v e w J a METAL GAP E 0 - - -------- -:: o v TPO / ROOFING BUILD UP i , is c a 11 lib" JOISTS @ 24" 11 1/S" JOISTS @ 24" N z � � w m 2 -----1 - • - _ __ 7 X I-,), . r aS ._ _ _ w a � � - T&G CEILINGRP . a pc,o m m I O- Q ccn T816 CEILING — CULTURED STONE RP I - • OR TILE PRODUCT © O 0 2 X b WALL - • I LL z CA V zal z A < tr CULTURED STONE - • ,. nn - al V OR TILE PRODUCT • — tn ` el © © , GARt, v d) sz (z COVERED DECK o ® �� i,.,.r, .w . so ua O o O © © , Y C) V V z �''�r�. ,� a 0 m ENTRY \ova. 1 co 0 • 2xbwALL SHEARY LL INFO - MAIN FLOOR ts Con.t+Co•>sE2's li- i 11 OZUU .F LLOaa i0 PAVERS / TILE // 3n°� zw°UW Ili 1 PW - SHEAR WALL TYPE — Ko= Z ��as „„arm =„ago E r�: w��w MINIMUM LENGTH OF SHEAR PANEL. < 3w;Nz - MEMBRANE ' V zN° • , ' IF• 11 W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. Z J ~'__° - _ __2 _. 93KU' ` IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM iiNa= <QaVU Kz_wFV IIIph-1 �, • CALL-OUTCAPA-CITY, SHEATH-ING, SIDES OF WALL NAILS OR STUD HEIGHT, STUD SPAC'G, STUD SIZE, STUD MAIL NAIL EDGE/ TOP PLATE, TOP PLATE SILL PLATE 8 BLOCK-ING AT TOP OF WALL TOP OF WALL CONN BOT PLATE MUD SILL ANCHOR SILL ANCHOR Z °mow° y @OR< \// •-- GONGRETE BASE WIND/5EI5, MIN. SCREWS, SIZE MAX., FT. MAX., IN. MIN. (SEE STD SVL FIELD SPAG'G MIN. SPLICE, MIN. STUDS W/ UNSUP- CONN TO TO PERPEN- TO FRAM-ING, TO CONCRETE MAX SPG'G/ 153�:s - d EH, PLF SPECS) @ STUD EDGE NAIL'G PORTED EDGES PARALLEL DICULAR FRAMING MAX. SPOG, MIN. EMBED- Z zP,dv ^ %-p, SPAG'G, IN. FRAMING IN. MENT, IN. it: V dUOU 4X12 PT DECK JOISTS MIN 8" THICK WITH #4 1681 120 1/16" 056 OR ONE, EITHER 8D 10 24 2X4 SAWN 6/b@24 6112@16 2-2X4 48" LAP IN/ 8- 2X NA CON'T SHEATHING CON'T SHEATHING 16D @ 6 OR 5/8" J-BOLT OR 5/8" 12/4 am osa, I@ @ OR A34 OR LTP4 AT +BLKG OR H2.5 OR SOS .25X4.5 © TITEN HD, W/3" Z REBAR GI" OG EACH WAY. 1 PIN PLYWO-OD SIDE, APPLY 14 16 2X6 SAWN 6/12 16 16D W DIRECTLY TO 18 12 2X6 SAWN 6/12©12 36" MAX. SDWC-15600, @ 24" 12 WSHR. OR MASA 'Mug ` ^�-OII \ STUDS 22 12 1.15X5.5 LVL 6/12@12 MAX. OR MASAP r s • • 490/350 (SAME) (SAME) (SAME) (SAME) 16 (SAME) (SAME) 4/12@16 OR 12 (SAME) (SAME) (SAME) 2X (SAME) (SAME) SOS .25X4.5 @ (SAME) 36/4 ® 6 OWNER APPROVAL a) - ✓- INITIAL: } - 41-0" . PAGE: 200/ 1/2" OR 5/8" GYP BOTH 50 FOR 1/2"; 6D 10 24 2X4 SAWN 4/4@24 1/1@1b 2-2X4 48" LAP IN/8- 2X NA (SAME) (SAME) 5D5 .25X4.5 @ 5/8" J-BOLT OR 5/8" 12/4 • 1 5TONc COLUMN GW 200 FORS/8" 14 16 2X4 SAWN 16D I TITEN HD, W/3" � 16 16 2X6 SAWN WSHR. OR MASA OF: © OR MASAP A20 SCALE: 3/4" =1' J. SYKORA, GPBD DRAFTED BY: o Cl T 0 I SCALE 'a' o N 1/4" = 1' U.N.O. 0 Ill 1- 5-1-19 z 16FF-FLOOR TO FLOOR HOLDDWN MIN.,CAPAGTY:6000 FOR 1705 LB TENSION_ STRAP:USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL - - - SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. 1 FILL ALL NAIL HOLES WITH 10D. a d IF STRAP FALLS ON HEADER OR BEAM BELOW,NAL TO HEADER OR BEAM i ^ ill 11 C111) AND WRAP AROUND BOTTOM IF NECESSARY. . w _ m u LL = Z END DISTANCE:13'MIN.TO EACH UPPER AND LOWER STUDS.APPROXTOTAL o 'I{ LENGTH 26'+DEPTH OF FLOOR SYSTEM. .- " © n v I • (10) 0 ______ ' - - - I l• 0 0 0 I___ 0 . A. Wail si s in V ono .,,, "I "- n 8 2m C 8,um 0 E El Ct x ni (w ;;.Igh o I. II D w � � o gJv S 0 N c0 ill o- C d v OttU 0 z CrW m 'a RPa x � Es ul 00 - n n Q my ry 3 O Z 2 Ill m o: damK 1\ III 0 v > igai O Z < v © z lU 6 N ' ® z Q D. p ArSk© � knW : 0 ' v Q i GAR* v � © �.'`oF w 411/4 '1'O L11 v O SHEARYVALL INFO - UPPER FLOOR "�' Y �x� p la- AN ioNAi 6-AA m CIA IuSGER'S s6.4L 1S Fan_ 5rta c'L. [TEAA.S bN Lay . O Z ct' _ _] Una T K OgZU Z —I nU6== g /pYN -. SHEAR WALL TYPE — 3w K � ap W k C "`=w MINIMUM LENGTH OF SHEAR PANEL. �w.. ==a ZWUV'7 O = ¢ate IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. Hai= IF "N5" MEANS NOT A 5HEAR WALL. BUILD PER CODE MINIMUM CE Q w3a== ___I III �=wo� GALL-OUT CAPA-CITY, SHEATH-ING, SIDES OF WALL NAILS OR STUD HEIGHT, STUD SPAG'G, STUD SIZE, STUD MAIL NAIL EDGE/ TOP PLATE, TOP PLATE SILL PLATE & BLOCK-ING AT TOP OF WALL TOP OF WALL CONN BOT PLATE MUD SILL ANCHOR SILL ANCHOR U a go=moo wow WIND/5E15, MIN. SCREWS, SIZE MAX., FT. MAX., IN. MIN. (SEE STD Sit FIELD SPAG'G MIN. SPLICE, MIN. STUDS W/ UNSUP- CONN RA TO DI MERMEN- TO FRAM-ING, TO CONCRETE MAX EMBED/ =3I� EH, PLF SPECS) @ STUD EDGE NAIL'G PORTED EDGES PARALLEL DIGULAR FRAMING MAX. SMUG, MIN. EMBED- 1 "hJJ SPAG'G, IN. FRAMING IN. MENT, IN. Ili �p�UV woo o=an � 168/ 120 1/16"05B OR ONE, EITHER 8D 10 24 2X4 SAWN 6/6@24 6/12@16 2-2X4 48"LAP W/8- 2X NA CON,-SHEATHING SHEATHING GON SHEATHING 16D @ 6 OR 5/8" J-BOLT OR 5/8" 72/4 kD IL :nr �pryLL eh PLY1^10-0D SIDE, APPLY 14 16 2X6 SAWN 6/12@16 16D OR A34 OR LTP4 AT +BLKG OR H2.5 OR SDS .25X4.5 @ TITEN HD, IN/3" n6661 © 18 12 2X6 SAWN 6/12@12 @ 1.� l`�a DIREGTLYTO 36" MAX. SDWG-15600, 24" 12 WSHR. OR MASA � LL0 STUDS 22 12 1.'15)3.5 LVL 6/12012 MAX. OR MASAP Lu - Fa 490/350 (SAME) (SAME) (SAME) (SAME) 16 (SAME) (SAME) 4/12@16 OR 12 (SAME) (SAME) (SAME) 2X (SAME) (SAME) SDS .25X4.5 @ (SAME) 36/4 N 6 DINNER APPROVAL 2PIN IN - INITIAL: PAGE: 200/ 1/2"OR 5/8"GYP BOTH 5D FOR 1/2"; bD 10 24 2X4 SAWN 4/4%24 7/7@16 2-2X4 48" LAP W/8- 2X NA (SAME) (SAME) SD5 .25X4.5 @ 5/8" J-BOLT OR 5/8" 72/4 A2 1 200 FOR 5/8" 14 16 2X4 SAWN 16D 9 TITEN HD, IN/3" © W W 16 16 2X6 SAN SHR. OR MASA OR MASAP OF: PREFAB Y'sIOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL INOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. SYKORA, GPBD N PREFABRICATED TRI ISSFS. WHERE SHOWN ON THE PLANS, MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER GENERA' CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL f,FOTFCHNICAL REPORT: GC! 15 NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. CCI BASIS OF DESIGN-APPLICABLE CODES: a ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED C:ODF. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE f SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND WITH THE 2015 IBC. CONSTRUCTION SHALL CONFORM WITH W ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. CODE. GEOTEGHNIGAL ENGINEERING ARE NOT A SPECIALTY OF CCI. CCI DEPENDS ON OTHERS FOR THE THE MOST RECENT BUILDING CODE ADOPTED BY THE 1/4" = 1' U.N.O. sia DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL FRAMING MATFRIAE . ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS,AND COLUMNS, SHALL BE PROVISION OF SOILS DATA, WHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING APPROVING JURISDICTION. DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR- LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE SHOWN. CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL PRESSURES, CAI CIILATIOMS. THE CALCULATIONS INCLUDED HEREIN ARE w ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. 1- MEMBER SIZES, FORCES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. INTERNAL FRICTION ANGLE, AND COHESION. IN THE ABSENCE OF A GEOTECHNIGAL REPORT CCI WILL ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH z BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED STI1n5. STUDS IN EXTERIOR WALLS SHALL BE A SINGLE MEMBER(NOT SPLICED NOR DISCONTINUOUS) FROM MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER, CCI TAKES NO RESPONSIBILITY OR CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL 5-1-19 a HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS ENGINEERED WOOD- (,FNFRAI . THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF THIS PROVISION 15 NOT THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED DIAPHRAGMS, ETC. STUD SIZE, MATERIAL,AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS 15 SHOWN IN OF ANY KIND. ANALYSIS 15 "BI" (BY INSPECTION.) MANUFACTURER'S RECOMMENDATIONS. FAILURE TO DO THIS TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF SHEAR WALL TABLE. STRUGTURAI Fll I : "STRUCTURAL FILL" SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR LIMITED SCOPE OF CONSULTANTS WORK: 01) MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING INSTALLATION RISKS CRACKING OF WOOD, CONTACT ):SEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS,AND POSTS SHALL BE DOUG FIR LARCH NO 2 STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR f.ON5111 TANT. THE CONSULTANT IN RESPONSIBLE CHARGE CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT ENGINEER FOR ALTERNATE NAILING AND/OR ALTERNATE OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED A5 PT(PRESSURE TREATED) MAY BE OTHER CLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST OF THE WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., � 6 MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. CONNECTOR. HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS BE COMPACTED PER THE FOLLOWING SECTION. DOING BUSINESS AS CONSTRUCTIONGALC, INC., HEREAFTER (n 1-BEAM COMPOSITE WFB / FLANGE .1OICT PRODI IC,TS. THE SIMPSON SIDS WOOD SCREWS. WHERE SPECIFIED, INSTALL SECTION BELOW. COMPACTION: PLAGE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING INDICATED AS "CCI." 0 LLI CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS. IN GENERAL NAIL S: NAILS CALLED OUT HEREIN ARE "COMMON" SIZES, I.E. 1612, 12D, 10D, 8D. SMALLER DIAMETER, SIMILAR MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE SC,OPF OF CONSULTANTS WORK. THE SCOPE OF WORK OF COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING/ THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8, STRUCTURAL BAGKFILL COMPACTED TO 95% RELATIVE COMPACTION. IN NON-PAVED OR NON- CCI 15 LIMITED TO STRUCTURAL ANALYSIS OF A NEW SINGLEID - BRACING A5 SHOWN ON THE PLANS AND/OR AS OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO 16D ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED 15 8.1.5 = FOOTING AREAS USE STRUCTURAL BACKFILL OR NATIVE BACKFILL MINUS ROCKS, LUMPS, AND FAMILY RESIDENCE. CCI TAKES RESPONSIBILITY ONLY FOR RECOMMENDED BY THE MANUFACTURER. AVOID SPLITTING. USE LENGTH A5 SPECIFIED IN PLANS BUT 12. A5 ANOTHER EXAMPLE IF 160 NAILS ARE CALLED OUT AT 4" SPACING, THE SPACING OF SIMILAR LENGTH, ORGANIC MATTER, COMPACTED TO 92% RELATIVE COMPACTION. ITEMS SPECIFICALLY ADDRESSED IN OUR DRAWINGS AND pSL (PARALLEL STRAND LUMBER)AND VERSA-LAM. USE NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. NARROWER NAIL GUN NAILS SHALL BE 4/1.5 = 2.1". WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, GATGH BASINS, CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY MO SHEAR WALLS:WALLS GALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE MINIMUM 2.0E, 2,900 PSI MINIMUM ALLOWABLE BENDING SIMPSON SD WOOD SCREWS. WITH MOST SIMPSON MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND ADDRESSED HEREIN SHALL BE BUILT PER MINIMUM CODE. STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE ci STRESS. CONNECTORS, CONTRACTOR MAY USE 509 IN LIEU OF 10D BY NATIONALLY-APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP COMPACT TO 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. LOADS 1 VL(LAMINATED VENEER LUMBER). USE MINIMUM 19E, 2,600 NAILS, AND/OR SD10 IN LIEU OF 16D NAILS. THESE ARE AND BOTTOM TO DIAPHRAGMS. WALLS NOT SPEGIFIGALLY GALLED OUT, OR CABLED"NS"ARE NOT INTENDEDWHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER- FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN PSI MINIMUM ALLOWABLE BENDING STRESS. PROVIDED IN 1-1/2"AND 2-1/2" LENGTHS. USE THE LENGTH EXCAVATION AND COMPACT PER THE ABOVE. /ANALYSIS: AS SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. 05 1 SL(LAMINATED STRAND LUMBER). MEMBERS INDICATED A5 NECESSARY FOR FULL PENETRATION INTO THE MEMBER(S) SHEATHING. "PIN"WALLS, USE PLYWOOD OR OSB, MINIMUM THICKNESS AND NAILING AS INDICATED IN 5HEAR FOUNDATIONS. FOOTINGS ON SOIL: ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED i 1.5E SHALL HAVE MIN., 1.5E MODULUS OF ELASTICITY AND CONNECTED. WALL TABLE, ORIENTED EITHER DIRECTION. "GIN"WALLS ARE DRYWALL SHEAR WALLS, USE PER SHEAR EXISTING SOIL OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH 0 ROOF LIVE: 20 PSF. LIM y 2,300 PSI ALLOWABLE BENDING STRESS. MEMBERS WALL TABLE. FOOTINGS AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF 0 ROOF + CEILING DEAD: 15 PSF p INDICATED A5 1.3E SHALL HAVE MIN., 1.3E MODULUS OF SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH"PIN"AND FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12". 0 ROOF SNOW: 25 PSF MW x ELASTICITY AND 1,100 P5I MIN. ALLOWABLE BENDING STRESS. "GIN"WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR FOUNDATIONS FOOTINGS ON ROCK: WHERE FOOTINGS BEAR ON ROCK, CLEAN THE ROCK FREE OF 0 FLOOR LIVE: 40 PSF WI 61 IJF-I AMINATED TIMBERS. UNLESS OTHERWISE NOTED, ALL WINDOW CORNER. LOOSE ROCK, DIRT, M055, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRESSURE WASH A5 0 FLOOR DEAD, 1.5" GYPCRETE: 21 PSF. W 2 GLULAM BEAMS SHALL BE 24F-V4 DF/DF. ANY THAT SPAN MULTIPLE PI Y MEMBERS. NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. WHERE ROCK 15 0 DECK LIVE: 60 PSF CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED AS SLOPED LESS THAN 3:1 (18-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY. 0 DECK DEAD UPPER: 15 PSF. w OR ARE CANTILEVERED, USE 24F-V8 DF/DF. USE INDUSTRIAL A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 160 AT 4"OC, STAGGERED. WHERE ROCK 15 SLOPED 3:1 (18-DEGREES) OR GREATER(UP TO 45-DEGREES MAX), USE#4 X 18" 0 DECK DEAD LOWER, 2" CONCRETE PAVERS: 32 PSF. IL APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL I5 PLACED AGAINST ANOTHER AND USED AS LONG DOWELS ROTOHAMMERED MIN., 8" INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE 14" 0 EXTERIOR WALL DEAD: 10 P5F INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE E A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 16D AT 4" SPACING. DIAMETER, PERPENDICULAR TO FACE OF ROCK. NO EPDXY 15 NECESSARY. DOWELS TO BE LOCATED 0 INTERIOR WALL DEAD: 1 PSF 0 GRADE. GI IJF EPDXY. WHERE SPECIFIED,WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM 5HEAR A5 FOLLOWS: 0 SEISMIC FACTORS: 55= 1.105, 51= 0.438 0 STRENGTH OF 450 PSI AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER 0 FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6" OF ENDS, CORNERS, AND INTERSECTIONS 0 SEISMIC DES CATEGORY: "D" Q PRESSURE TREATED (PT)GLULAMS SHALL BE NOT LESS THAN MANUFACTURER'S RECOMMENDATIONS. 10% WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND AND AT 36" OC MAX SPACING. DOWELS TO BE CENTERED ON STEMWALL. 0 WIND EXPOSURE 'C', 3-SEC GUST: 120 MPH. (Nr EPDXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND INTENDED to MODULUS OF ELASTICITY, USING SUITABLE 1100D SPECIES 0 FOR PAD FOOTINGS, USE THREE DOWELSFOOTING.SPACED 8"APART, CENTERED ON IF DOWEL 0 ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 is C FOR WOOD USE.WOOD AND DOWEL SHALL BE GLEAN AND DRY PRIOR TO EPDXY INSTALLATION. 0 FOR PRESSURE TREATING. 15 TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY TO PROVIDE 2" COVER AT TOP AND/ OR PSF. WINDOW AND DOOR OPENINGS. O K u ALL GLULAMS SHALL BE MANUFACTURED BY AN AITCSIDE(S). HEADER. USE MINIMUM SIZE AS CALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL B Ul m APPROVED FABRICATOR. STORE AND INSTALL IN DIMENSION VERTICAL. IF HEADER 15 LESS THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR SINGLE LVL) USE A FLAT s ABS ON GRADE. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE Z IY m F c) ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2X NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION WITH 16D AT 4" MAX SPACING. IF NO DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS)ARE RECOMMENDED W XO O m m HEADER IS SPECIFIED, THE WALL IS ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE AS THE FOR ALL INTERIOR SLABS. SINGLE PROJECT: 0 m v ry '3- STRUCTURAL STEEL HEADER. FOOTING DRAINS. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, m O Q m 3 MULTIPLEADJAGENTOPENINGS. WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL, EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND AND /OR TABLES PREPARED BY GGI ARE VALID ONLY FOR 3 HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS BETWEEN RETAINING WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE f,FNFRAI .ALL FABRICATION AND ERECTION OF STRUCTURAL STEEL THEM. EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED. NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE SHALL COMPLY WITH THE REQUIREMENTS OF AISC(NINTH EDITION). CALLOUTS. STANDARD CONCRETE: USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. Lli SHOP DRAWING",. GGI RECOMMENDS THAT THE CONTRACTOR OR TRIMMERS, AKA JACK STUDS. USE SIZE (OR LARGER) PER STRUCTURAL CALLOUTS. CONGEALED FLANGE STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND WALLS SHALL ATTAIN A MINIMUM 28 COMPETENT CONSTRUCTION PERSONNEL/SAFETY: `BUILDER SUBMIT SHOP DRAW REVIEW AND TO GGI FOR REVIE AND APPROVAL HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. DAY STRENGTH OF Ft = 2,500 PSI UNLESS OTHERWISE NOTED ON PLANS. MINIMUM CEMENT ONLY COMPETENT PERSONNEL FAMILIAR WITH PRIOR TO FABRICATION AND ERECTION OF THE STRUCTURAL STEEL KING STUDS. UNLESS OTHERWISE SHOW 0 ) N ON PLANS USE THE FOLLOWING. THESE MUST BE FULL-HEIGHT, CONTENT = 5 SACKS PER CUBIC,YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. ALL CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE Z PORTIONS OF THE PROJECT. SUCH REVIEW AND APPROVAL OF SHOP BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. MATERIALS SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. MIXING AND PLACING OF ALL PROJECT SHOWN HEREIN SHOULD BE EMPLOYED TO 11 ,, DRAW DRAWINGS 15 BEYOND CCI'S CURRENT SCOPE OF WORK. •• OPENING LESS THAN 6'WIDE-USE MIN., ONE KING STUD EACH END OF HEADER. .Z 1.1-J )[ el STRI/C.TI IRAI SHAPF MATFRIAI S.ALL STRUCTURAL SHAPES SHALL CONCRETE TO BE IN ACCORDANCE WW WITH IBC AND ACI 304, LATEST EDITION. ASSEMBLE AND CONSTRUCT THE ORK. •• OPENING 6.1'WIDE TO 9'WIDE-USE MIN., TWO KING STUDS EACH END OF HEADER. (� (� COMPLY WITH THE FOLLOWING STANDARDS EXCEPT WHERE NOTED ADMIXTI JRPS. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL 1— Dact0- •• OPENING 9.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. OTHERWISE. DISCONTINUOUS TOP PLATE. WHERE WALL TOP PLATES ARE CUT, OMITTED, OR OTHERWISE O WIDE FLANGES:ASTM A112, (FY=50 KSI.) FLOWABILITY, AND I OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. LZ . ^ 0_ '� OF THE CONCRETE 15 NOT ADVERSELY AFFECTED. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO v ) al O ANGLES, CHANNELS,AND PLATES:ASTM A36(FY=3b KSI)OR DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP _1BETTER. PLATE BEYOND WITH A HORIZONTAL G518 STRAP WITH MINIMUM 12" LENGTH ON THE HEADER AND 12" AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR CONSTRUCTION METHODS USED, SAFETY PROVISIONS O STEEL PIPE SHALL BE ASTM A53, TYPE E OR S(FY=35 K51), OR ASTM LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. WEATHER. EMPLOYED, AND THE FINISHED AS-BUILT CONDITION OF THE v V w A501 (FY=36 K51). ANCHOR ROI T . FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE STRUCTURE AND RELATED SYSTEMS. O STRUCTURAL STEEL TUBE SECTIONS SHALL BE ASTM A500, GR. B SHEAR INALL ANCHOR BOLTS CONNECTING MUD SILLS, USE 5/8" DIAMETER X 8" MIN EMBEDMENT AT THE WITH ASTM C61S WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE MATERIALS AND METHODS: v V / 11 r/ (FY=46 K51). SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60" OG AND WITHIN 12" OF ENDS AND CORNERS, SHALL OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH LU O 0 O WEE PIN&ALL WELDING BY STATE-CERTIFIED STRUCTURAL WELDERS. WITH 3"X 3"X .229" STEEL WASHERS, WRENCH TIGHT. WET SET ANCHOR BOLTS SHALL HAVE A HOOK OR CONCRETE LISTED ABOVE. MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. FOR SHIELDED METAL ARC WELDING, USE ONLY LOW ` HYDROGEN HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN CONCRETE REINFORCING: IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL Y ty Z ELECTRODES, MIN. 10 K51., IN CONFORMANCE WITH CURRENT AN51/ LIEU OF WET SET- SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET-SET ANCHOR BOLTS STRFNC,TH' STANDARD FOOTINGS STEM IN S SLABS ON (,BADE. REINFORCING BARS (KEBAB) FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS.W AS CODE.ALL BASE PLATES, BEAM END PLATES,STEEL END CONNECTORS,STIFFENER PLATES,AND BENT PLATES AT COLUMN AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR W ET SET ANCHOR FOR STANDARD FOOTINGS, STEM WALLS, AND SLABS ON GRADE SHALL BE GRADE 40 (FY= 40 KSI) OR TEMPORARY SUPPORT AND BRACING: O (n ENDS SHALL BE SHOP FABRICATED UNLESS OTHERWISE NOTED OR BOLTS. BETTER, UNLESS OTHERWISE SPECIFIED IN THE PLANS. GENERAI . PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL m SHOWN IN THE PLANS OR STRUCTURAL SKETCHES.WELD SIZE SHALL NON-SHEAR/1ALL ANCHOR BOLTS SHALL BE SPACED A MAXIMUM OF 12-INCHES AND WITHIN 12-INCHES OF STRENGTH RETAINING WALLS AND OTHER STRUCTURAL ELEMENTS. REINFORCING BARS(REBAR) WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING BE EQUIVALENT TO OR BETTER THAN THE ELEMENT BEING WELDED, ENDS AND CORNERS AND SHALL BE FITTED WITH 2"STEEL PLATE WASHERS. USE EITHER 1/2" DIAMETER X 8" FOR RETAINING WALLS RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS, AND FOR CONSTRUCTION. DESIGN OF SAME 15 NOT INCLUDED HEREIN. AND SHALL BE WELDED ALL AROUND UNLESS OTHERWISE NOTED. CARE MIN EMBEDMENT WET-SET, OR 1/2"TITEN HD WITH 4" MIN EMBEDMENT. STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY= 60 K5I) CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- SHALL BE TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. NON-SHEAR/NALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MIN CONCRETE UNLESS OTHERWISE SPECIFIED IN THE PLANS. SUPPORTING DEVICES WITH A QUALIFIED PERSON. ROI TS. BOLTS AND ANCHOR BOLTS TO BE ASTM A301 GRADE A, UNLESS EMBEDMENT, AT 16"OG, UNLESS OTHERWISE SHOWN . OTHERWISE SHOWN. PROVIDE STANDARD WASHERS UNDER ALL NUTS DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION- SPLICING. BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND ANCHOR BOLTS, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE. RESISTANT SCREWS, SIMPSON SDI OR SIMILAR. HANGERS SHALL BE U OR LU ONLY(NOT LUS.)LEDGERS ACCORDANCE WITH THE MOST REGENT ACI CODE ADOPTED BY THE JURISDICTION. OF ALL TEMPORARY AND/OR PERMANENT SUPPORT hgg STFFI FRAMF ANCHOR ROI Th. USE ASTM A-301 BOLTS OR ALL-THREAD WELDED WIRE FABRIC.. UNLE55 OTHERWISE SPECIFIED, WELDED WIRE FABRIC (WINE) SHALL BE W2.9, SYSTEMS. Bail SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS. ALL HARDWARE AND CONNECTORS POSITIONED PER THE FRAME END PLATE HOLE PATTERN. BOLTS MAY 6"X6" (6 GA.), ASTM A-185. SPLICE BY LAPPING ONE MESH +2"ALL SIDES. RETAINING I DO NOT BACKFILL AGAINST RETAINING <w�F SHALL BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR SIMILAR. S. aps„ HAVE BENT OR HEADED ENDS.A 3"DIAMETER X.25"THICK WASHER J oop PRESSURE TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND/OR f OVER. PROVIDE THE FOLLOWING MINIMUM COVER: WALLS UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI it'20 SHALL BE ON ALL NON-BENT EMBEDDED ENDS. BED BASE PLATES ONajawo SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT, OR FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3" NON-SHRINK GROUT OR DRY-PACK FOR FULL BEARING. NUTS TO BE (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR 2wFmw OTHERWISE NON-REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, FORMED SURFACES IN DIRECT CONTACT WITH EARTH 2" ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR iER TIGHTENED WITH'TURN OF THE NUT'METHOD AFTER CONCRETE HAS � (� �_ ATTAINED 2,000 PSI, MIN. ETC.) OR STRUCTURAL STEEL MEMBERS. SURFACES EXPOSED TO WEATHER 1-1/2" RETAINING WALLS THAT ARE TO BE CONNECTED AT THEIR V yeas ANCHOR BOLT LENGTH.ALL STEEL FRAME ANCHOR BOLTS SHALL BE IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CASES USE FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED. TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BACKFILL 11„I 011 wo EMBEDDED AT LEAST 30 DIAMETERS,OR SHALL EXTEND TO THE A LAYER OF HEAVY, ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. BOLTS AND DOWELS IN CURED CONCRETE: AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL T "�"��"ALL FOOTING BOTTOM REBAR-EITHER OPTION 15 ACCEPTABLE. RI onKINC,/BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH l 1 igh GENERAL. THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO V O =�'"�o STFFI COATING, SYSTEMS. THE REQUIREMENTS OF THIS SECTION AREBRIDGING OR BLOCKING AT 8' OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM orOo STRONGLY RECOMMENDED BUT ARE OPTIONAL AT THE OWNER'S USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT =4-INCHES UNLESS THE RETAINING WALL. D Z „��m< CONNECTION ON THE TOP . "�=„p DISCRETION.ALL COATING SYSTEMS SHALL BE INSTALLED IN STRICT OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE A, zzga- FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO �/ ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE CENTERLINE UNLESS OTHERWISE SPECIFIED. ;,;LEE RECOMMENDATIONS.TOUCH UP SHALL ALSO BE IN ACCORDANCE WITH EXISTING RFINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING I--• 000uw MANUFACTURER'S RECOMMENDATIONS. SUPPORTS BENEATH. �/'� haGao ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON- V ! aw yLL STRUCTURAL STEEL SYSTEMS THAT WILL BE EXPOSED TO WEATHER BOLTS. UNLESS OTHERWISE SPECIFIED: USE WASHERS ON ALL BOLTS;TIGHTEN ALL BOLTS TO A VERY SNUG DESTRUCTIVE METHODS (PACHOMETER, RADAR, OR SIMILAR). 6',1 SHALL BE SHOP COATED WITH A 3 COAT SYSTEM. PREPARATION SHALL WRENCH TIGHT CONDITION; USE STANDARD A301 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME DIAMETER >"� . W W W WASHERS USE 3"X3"X.229" ASHERS ON ALL OOD MUD SILL ANCHOR BOLTS. SUCH ASHERS MAY ��wF BE A COMMERCIAL SANDBLAST,2-3 MIL ANCHOR PATTERN. THE PRIME HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES Me LARGER THAN THE BOLT DIAMETER. PROVIDE �o F BE SLOTTED, WITH PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC. AT NON-MUD SILL ,Y11 `p° COAT SHALL BE A 3 MIL THICK ORGANIC ZINC PRIMER.THE THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF BOLTED INTERMEDIATE AND TOPCOATS SHALL BE 3 MILS THICK EACH USING A WOOD, AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER 4�o��A��'I,p " VINYL HIGH-BUILD COATING SYSTEM. UNLESS OTHERWISE SPECIFIED 5/8 INCH DIAMETER BOLTS 3 INCHES UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. 4. ti` . 0 BY THE OWNER,THE FINAL COLOR SHALL BE'PRIMER GREY'. 3/4 INCH DIAMETER BOLTS 3.15 INCHES NON-EPDXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS. THESE ANCHORS MAY ye OWNER APPROVAL CONTRACTOR SHALL VERIFY THIS COLOR WITH OWNER PRIOR TO ANY 1 INCH DIAMETER BOLTS 4.15 INCHES BE USED TO RESIST TENSION LOADS AND 5HEAR LOADS. INSTALL PER MANUFACTURER'S �� '/� Y INITIAL: PAINT APPLICATION. MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GUSSETS, FLANGES, RECOMMENDATIONS. EPDXY YSTFMS. FOR BOLTS, U5E SIMPSON EPDXY-TIE BOLT SYSTEM WITH ET- �j 19 STEEL WHICH WILL NOT BE EXPOSED TO WEATHER SHALL BE SHOP OR WEBS, ETC.)SHALL BE ONE INCH. / 1s PAGE: FIELD COATED WITH A 2 GOAT SYSTEM CONSISTING OF A 2 MIL RED HP OR SET HIGH STRENGTH EPDXY, WITH ZINC PLATED, A301 'ALL-THREAD' BOLTS AS SHOWN IN THE OXIDE ZINC CHROMATE ALKYD PRIMER UNDER A 2 MIL LONG OIL ALKYD ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LESS EDGE DISTANCE THAN SKETCHES. FOR DOWELS, USE ET-HP OR SET HIGH STRENGTH EPDXY AND REBAR AS SPECIFIED ON bfVAL ENAMEL. PREPARATION SHALL BE WIRE BRUSH CLEANING. UNLESS SHOWN ABOVE. THE PLANS AND CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ��� OTHERWISE SPECIFIED BY THE OWNER, THE FINAL COLOR SHALL BE LAG BOLTS.ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4" SHALL HAVE PILOT HOLES PRE-DRILLED. SIZE �•�� ACCORDANCE WITH EPDXY MANUFACTURER'S RECOMMENDATION. 'PRIMER RED'. CONTRACTOR SHALL VERIFY THI5 COLOR WITH OWNER OF PILOT HOLE IN THREADED PORTION SHALL BE 10% OF THE UNTHREADED SHANK DIAMETER(OR 644 tµ€ER'S 'SE'AL. OF: PRIOR TO ANY PAINT APPLICATION. ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF IS Fat. 5tit c'tet. UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. '=T£A.S at-4 Lit . DESIGNED BY: J. SYKORA, GPBD rr \ IFS \ DRAFTED BY: n may\ O \ I cfJ s\ m 7 \ �Sr SCALE.__ tuj 23 I z ;/\ �/< g� ` I.. =« . U.N.O. \ G >,,T L o / ' O\ n\ . N. 5-1-11 ti \ / \ DRIVEWAY ENTRANCE. / \ MAX WIDTH 1520'PER \ \\\ \\\TANDARDS. L \ 0111) riiiVe • \ ` 6`o �N / \ (I) w / / / , > / — — — — n jc) , 1 / /// / \,;. ,,, ,,, g _ _ _ _ _ _ _ __ _ _ F. 105.91' N1° 11' 12"E ,' 0 7. x la /'/ / 465.0 , C x /� // CZ i" / \VYATER METER N. / / co..F N. /r`� / 3�9Srill �'`ti. \ C /\ \ S'7-,ee P 4 q4, \ HYDRANT-130'AWAY o / CO -t-, : 4 \0 /a \ . / \. s /' / �. rl%i4� \ \ O ` YY �`7R ( � F viii \ \\\ CO / / \ �\I. \^O I \ \ ��' IL L \ E / v N. v �-o�ser 2 I (71 , •Q�� jai / ♦ \ B`,k o I I ;2 cI /°h \, p,4t \� , LOT INFORMATION to o I k) y // /3 N..\9° �� / \& / H N I OWNER: ROBERT AND ELSEBETH MOCKOS z m r ti 1 Qy / 0� �`. \ ; I I ADDRESS: 3138 ROCK RIDGE PARKWAY Q m ° ry 11) / A(N ♦� '�. FINISH FLOOR = 48t00' / // I• mo Q z ' ; T$ "2CR 1 I CA / I MAX BLNG COVERAGE (35%) = 3,931 SOFT.I I 1/ : \ / / :"••:%4%** .a."/ I ACTUAL BUILDING COVERAGE = 3,236 SQ.FT. z r2i o<11 i// °°° / �` /' HOUSE IMPERVIOUS: 3,138 SQ.FT. (ROOF AND DECK) Z — o_ < 1 0 I N� r� / W In L _ _ _ _ 82.21' — — — // I I �� I DRIVEWAY IMPERVIOUS: 1 ,526 SQ.FT. J LLJ N1° T 12"E I �. 46 �o �$/ ,/ I SIDEWALK & STEPS IMPERVIOUS: 830 SO FT. !y1.11 CI ID 1 I '1� �0 0" — °° ° / ! f/ : I TOTAL IMPERVIOUS: 6,094 SQ.FT. W v 0 I airy a0''� / iff .,.../ 7 I — I a / /\ ' `� e / II w 00v S) II 484.00 / A it i / 1 dJ �/ V r/ ;tt I DRIVEWAY / / / I {n� `] z 1,526 5Q.FT. ___—_ - / \ \ // / �, V m o I °° / ' I I MINIMUM TREE DENSITY I I ash / \ // / I woa Huai oos ie ma w I / I td I Calculation of the Total Tree Units Required.The total number of tree units required J41 to be provided by a regulated project or tree conservation permit approval listed in I w / // / w -A. 0 N. u ✓I / / / / I Section 16.50.100 shall be calculated by dividing gross site area,minus any public or in / private street rights-of-way,ty one thousand Table 16.50.12IXD).The result of the / / ` / / I I calculation will be the fatal number of tree units required for the project approval ,J I I // / // / I u+min the building site. _-_ - `zu zl 4-I, -2 / / QQ / / 1 LOT SIZE: 11,233 SQ. FT. 'TREES REQUIRED: 11 a°�'g i • 4 ' / Rah /' y I LANDSCAPING AREAS wpo IX I /' / / /' m I 20% LANDSCAPE REQUIREMENT= 2,241SQ.FT. =�aoE `t / FINISH FLOOR =481.00' / N �� o »gx' 6J r I ;„, I ` / o su,si° m I m \ \ \ \ // I I LAWN /LANDSCAPED AREA 2,852 SQ.FT. 3wN� 1 o t' v v / - � � g IZ III \\ \\�� /' 1:4::191:2/1 '1 20'o' T ` / I MULCH/LANDSCAPED AREA 824 5Q.FT. I / L r • - _ m _I , SILT FENCE } Q =a, ON 517E TOTAL 3,613 SQ.FT. W°Zw° iLH - z v � a LOT 9 3938 NGPE LANDSCAPING LEGEND � g2VY 11 ,2335F a24 Ea,° DECIDUOUS TREE '`I° 9 I I m ()INNER APPROVAL I CONIFER TREE INITIAL: 1 I PAGE: — — — — - "��SHRUBS /PLANTINGS N � p _ ,,,,,*__ A k . 50° 45' 14"YV — — — — — — —1531 — — — — — 50° 45' 38"W -- OF: DESIGNED BY: I .\ \ \ J. SYKORA, GPM) \ 3 Sy\ \ \ DRAFTED BY: gy\ I1- s\ °� \ *' n cri cc) NI- \ \ /Oe- , SCALE m f I `\/\ ��' N 1" = 10' U.N.O. I /\ AT/ \ \ \ DATE a 1 h \ / \ a�.,‘ DRIVEWAY ENTRANCE. 5-1 -19 IL / v/ er& MAX WIDTH 1520'PER •�•�ats EDS STANDARDS. CM I s i�•••••oo+•+•+•+` /� ii eTh /ob ••+.+++++ ++••++•,+/ A1/4,:its 0 0 - 47. CO LLI / ''°'''''''''''''''•''•'••••••' \ A I / •i i i s0iii siii all41. I + •+•+•+•+•+•+•+•+•+•+•+•+•i s•e f +®+.•.•.•.•.•.. .•+•+•+s s+ / eis+�+�+�i�i�i�i®i�i�+•i�+�+�i���i/ r / ' 3p� ens -1 )-- p —I. •••••.•.o••••+.•••••••••P i+ •O 1 � .iiiieisii•' rr 465 �•+•+++••yr r (15 14 ••�•••••••••� / VVIATER METER •++ •N is>e . _ i A I /a qIF ��,�/ I�.I F �\r HYDRANT-130'AWAY 1 pN 4 / //470,00 `� v �'` ;' q,5 0 v . \ ,' V / c/ 1 / ca _ A,F 0 •gyp w /I 501E STOCKPILE \ \ H�F�Q \ 1 =_1•�.J' 0 I / i I e °o / _ IciE drill G 1 ^� I�7 \ SFre ��\;[ --- : H I c4 CTI �I // `' ��'� t ` ���\ \ ! 1 LOT INFORMATION o �h� 0.^^0o f ��� \ I OWNER: RO$ERT AND ELSEBETH MOGKOS 0 CTon , m 9 / ` -at)-� Isl(ii �� FINISH FLOOR=45 r.00' I I I ADDRESS: 3938 ROCK RIDGE PARKWAYel oal I / As la // / ‘Il PARCEL# 133956 al m K __________7/ / 4"I8.00 / , //-- // //// / / �, : , / / / ` I I LOT 51ZE : 11 ,233 SQ.FT. w 1 / / �/ /, � \ \� . 1 0 I BUILDING COVERAGE (35%) = 3,931 5Q.FT. v )- MAX 1 / �' � 1 z / �/� 5FR \ �'! ,/ I ACTUAL BUILDING COVERAGE = 3,238 SQ.FT. z N iow / / cc.' / �` / ,'; HOUSE IMPERVIOUS: 3,738 SQ.FT. (ROOF AND DECK) E— Q / ; 1 , N�o / r N Z 0_ < tx I o / c I DRIVEWAY IMPERVIOUS: 1 ,526 SQ.FT. W W k_ N1° 11' 12"E $ I III Q� oo 1 i/ I I SIDEWALK & STEPS IMPERVIOUS: 830 SQ.FT. v c/ ct W I IY H o ��f11`�f� � , I TOTAL IMPERVIOUS: 8,094 5Q.FT. v di Y W io=o'�— pry° Boa > W 470 Q \ -- I I DRIVEWAY \ ` / 4— rydOto !L Z Ii 50F / /� I � W V CO 526 CO oo&) , / m , ,ii , 3,, , 133 / I Ur O " � , / / Ilp V / / : i I �864 // / / , Z :V 1 , ,,_ 6 1 // / / I I °=o�� I FINISH FLOOR= 48 f.00' / w ° zo rI N C. , o I MINIMUM REQUIREMENT #2 BMP'S QYo v tr o I �� // / m I J rrrra in I�. --- -- I BMP T5.13:POST-CONSTRUCTION BOIL QUALITY ANDEL 3 w y ' Z 3 \ / / DEPTH z€zwa I z I I l \ ` `` / / I PE.” I 20-0 . ~ a II N I ` / BMP L233:SILT FENCE ilia / J 270 o�Go _ _ .. — _ _ I _. _ _ — _ O — E _ . / wozyE Ilr I SILT FENCE — — m — `pllyfENLE 03oz WI Q BMP L105:STABILIZED CONSTRUCTION ENTRANCE/EXIT w I �� 2_= 2 I LOT 9 — 3938 " �__ NGPE °° 6W UU O=OSO 11 ,233 5 F e STORM DRAIN INLET PROTECTION IJO.20-00 a o i PH aia_ O I m F3 DEVLELOSPMEN�TSTOLCK�PLAr EONLOTORATOVERALL OWNER APPROVAL BMP C154:CONCRETE WASHOUT AREA INITIAL: I I G WASHOUT AREA LOCATED OFF SITE AT OVERALL w ' PAGE: IDEVELOPMENT WASH AREA. I V - _ - - - - - _ 121.01' — — — - 83' _ A24 50° 45' 14"W - - - - _ — - - - - - 50° 45' 38"yi - - - - ' 1 OF: O O O BMP C105: STABILIZED CONSTRUCTION ENTRANCE I EXIT Q BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND - BMP G154: CONCRETE WASHOUT AREA BMP G235: WATTLES J. SYKORA, GPBD PURPOSE PURPOSE PURPOSE DEPTH PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO DRAFTED BY: o- WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THEPURPOSE AND DEFINITION R PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY 5PALL5 AT ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND GAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS W INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT ? ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW CONDITIONS OF USE _ -_ - X CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION AWAY WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS SCALE _ m CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 ARE LARGELY LOST WHEN DEVELOPMENT STRIPS NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL -o CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES(P.378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION _ o -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. ON WATTLES(HTTP:/IW WW.WSDOT.WA.GOY/DESIGN/STANDARDS/PLANS.HTM#SEGTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION TOPSOIL AND SOD.NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST,BUT SUCH LANDSCAPES 1/4 = 1 U.N.O. v -IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD ci V iu 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHY ATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN WASTES,AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.IT I5 DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS GREATER STORMINATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF 5-1 -1 GIlk W WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM INHERE NEEDED. POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME a_ GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITCHES,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION GAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING EFFECTIVE FOR ONE TO TWO SEASONS. SOIL AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITECD -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. WZ NUMEROUS MATERIALS SUCH A5 COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLIDS,AND FOREST PRODUCT hO ' CD O Lath and fagging RESIDUALS.IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE II. on 3 sides DESIGN CRITERIA AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT 15 IMPORTANT THAT IMPORTED TOPSOILS Cl) vv~�v� sandbag -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED ID0 -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. San AND S TH UAL OPES.ON OOSE SOILS,STEEP SLOPES,AND S WITH HIGH RAINFALL, IF 1 , . Berrn1p, plasm c M �� SHOULDIL E DIUG TO DDEPTHLOF 5-TO 7L NCHES,OR 1/2 TO 2l3 OF THE THICKNE 5 OF THE WATTLE. THE TRENCHES �� ad ..��•• 10 +' 17ESIGN GUIDELINES -501E RETENTION.RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD7 .�5 f�Vatiee ' t� PRACTICABLE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. .. -rA r _.*•.e.;� DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO 8E REAPPLIED TO -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE, �,' , 0 e. •T eY t.S OTHER PORTIONS OF THE SITE WHERE FEASIBLE t m AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. /�������� .• -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS. + t;����! �• �! *'�i Betel t■ .+�!-.=�= =. . SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT "C3 i -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. �� r r • PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: C ..n. -IF REQUIRED,INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE �1110" ! •�s �,!��.0.0.,. 10D'rein. 0 61/1 I I I P..%I I.. O " ., yaTs`aT 7. 0.,.• 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% O Q Section A-A AND INTO THE SOIL. ,, �' 1' �� �' ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. 10 mi plastic bring �/ •��i�i,�i•!i� �i € -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN v�;�.r�Y.i,- ..r.�-� Plan Notes: / 10', ,� L +. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT INHERE TREE ROOTS LIMIT THE DEPTH OF ALSO BE USED FOR STAKES. �'`:ice`�'`P'i!'`tCZ 1. Actual layout �a}•er-.e_.er-a-er- INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE detenrined in the field. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING Instal driveway `f-�=e=�=e=�=� SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, a Type "Below Grade" 2. Aconcretewhout ABOVE THE WATTLE. :e .;--.�•-�•-:�•-w•- culvert if there is a WHERE FEASIBLE. • sign shall be installed 't`n INHERE tt v6lhin 10 m of the roadside ditch t 4•-8"query �•w -��•�^•�•-�Y:.�• 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. g temporary MAINTENANCE STANDARDS +��_+� t.+..+� ri4103m Minimum P y canards spats `�_�.! .� .� .• 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS F washout facility. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, w. - -r.T-,� •� A.THE ORGANIC CONTENT FOR"PRE-APPROVED'AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING 1 ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. 4. -'��irmat s -�. L• �.. 'ti•�-. THE COMPOST SPECIFICATION FOR BMP T1.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.q5q),WITH THE e I Wood Frame --- •���•!�., �`+�. EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN s B B securely fastened Geotedie . . • : $ le �y tt����s�i, ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN I. around entire ��+•� �T s!•- -+� RATIO MAY BE A5 HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND di perimeter with two 3'-4' �� I�,f�.I;t;I�;l Si I'�I stakes It2/ 1 (12m) QAui w Ts r e.r LOWLANDS REGION. �,� :� l u_ Varies - 10 mil ).1 ���I4,-i l B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR I1E1 )(I plastic lining " > ! f •I'y OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS.AND NOT EXCEEDING E I }' �a fP THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAC 173-350-220. O . .y, ,yam..:% v 1 15'min. v ^ ' - . -.`' Notes: THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. C meetO Slake ') Straw rills must be V 11� /d `. 1. the requirements f the lr minimum thickness Y 44 L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE .2 Section B-B placed along slope 7�"_ �/ Adjacent rolls pew agency. METHODS LISTED BELOW: nl m 10, tic h4 l+ shall abut 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. et +`• Two-slacked f 2- t is harrower a ded that Pride width 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM is C 2x12 rough Plan �j the entrance be of ingress/egress O .j crowned so that rotor CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. Qy o wood thane f� > ø kt' drains of 1f1e pad. area 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST 0 > 6n Type "Above Grade" with Wood Planks / \> ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- 0' to 9 NOT TO SCALE //`'!\ • `lr h APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. z m IlJ \its. 2% ',�? �� 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. 1Y X 1K t'- 16 \��,� 1Q-25'(3- ) � t� �/ MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE Q 0 to "> ••,w FI ore I I-4.1 .1 DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,DOES NOT NEED TO BE AMENDED. J O Figure II-4.1 .7a ',4,,-.., ,� 0 9 Q m Concrete Washout Area `` Stabilized Construction Entrance MAINTENANCE m < al m I DEPARTMENT OF Revised Jute 2015 Oats type and acing depends ."^r� DEPARTMENT OF Revised June 2015 -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION,SUCH A5 FROM LARGE MACHINERY USE,AND FROM EROSION. ECOLOGY Please see lint iA w.ec .wa. hhril for lit notice Mope deepness ///�‘ ten.o ECOLOGY o f py g permissions, -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. P Y 9'ohp'doplrr/ghf coPYrig permissions_ ie Please see h lAvww. wit. v hbn!for copyright notice including State of Washington limitation of liability.and disclaimer. �-Q ande seeds r State of Washington limitation of liability.and disclaimer. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. " 1 •,t�\� - -REDUCE AND ADJUST,INHERE POSSIBLE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES, r-e�--s 'x O RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. O O BMP G1230: SURFACE ROUGHENING ' :• - D STORM DRAIN INLET PROTECTION 1-40.20-00 Purpose: 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE u_ Z < CV Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment Z w ``Ni trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment 3"-5"(75-125MM) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE - CA on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BMPs such �� rrrr��vn//// USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A I Q < CT as seeding,mulching,or sodding. / 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Z 8"-1D'Dia. CONDITIONS OF USE: - -,‘nz / //� '-/�a'Q� �r (2o0-250mm) 114.2.12 SILT FENCE(P.361)FOR DETAILS ON SILT FENCE CONSTRUCTION. r (1 -AIL slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. W/� /" � 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). W v / W -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. /�' �o CONDITIONS OF USE d- � w � -Slopes with a stable rock face do not require roughening. Live Slake i-�� '1 �/ +�• SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. ^' f� W -Slopes where mowing is planned should not be excessively roughened. •,,�� 4 /� O SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF ,i Y� s__1 ��'� ``� , �f 1"x 1•Stake i �r•ncTHE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. w 1- N,-, Q (25 x 25mm) hswavawr 11e, SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS `` ,, w / OF OVERLAND FLAW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. III Y 0 a•mrn••• ��' DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN V a A 1. Straw rot nstatation requites the placement and seams staling O '' ` Gysg s� / . Ill ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. Q V __ a of the roll in a ofbetrench,3"-5"to under deep,dig on earntax. ` �p, � P�a. Runoff must not be allowed run or around rot. NOT TO SCALE r•p•IS• • Q Joints in filter fabric sham be ��� Figure 11-4.2. 14 'kcQ e>� a- a. a' .,;a ' ueowrxraureoexa spliced csa. ` r d-��a a at posts.Use staples,wire rugs or m a. 1 a'�� Wattles rr ` _ �. egcxvaILvtt to and strength fabric to posts S �� 4� r!/jr,, Ell �y o r� � Revised November 2015 2'kr by 14 Ga.wire or equivalent, 1 !'l Q� ��o. DEPARTMENT OF tndaderd fabric used If Z \ �fff``'�� �� a. ECOLOGY Please see htplAwn.ecy-wa_gmebapytight.html for copyright nice including pennesiore. ' y{:: '$i;i::•;:::',:;:;:7 ;: ;:;•::;:::•:uuuneuan+- -ill '} � ,� �- �• State of Washington imitation of liability,and disdamer. :•• ::d:••:...••.•:.....•,•••.❖•Y:cvuu•unu ■■ tom•.�.. _ g g •., •••••••••••••••••••••••••••••••••••••••. Y C rig ::♦ %•.:•:i•'i'•:••'.•.•:•i•••::••O••••Oi0 i ill'••••u u u•• II:u o° d cam- G _ i::i ••••:Si i•:•i•::::::::::•iO i••i%*,*•$ :u u u Tracking with machinery up and dean � ¢� F BMP C123: PLASTIC COVERING XX ; :.•:. :a)> :::•.:::::::•.•N.44.,•;•;,ea...._ •:: jL LL4i< the slope provides grooves that wit cf r� `� � ••••: '•::•i<C::::a•:i:::::::::::::::ill 4'.1%,•••� ••r Cattle Geed'.fairrfall,and reduce runoff. \ ri c2 PURPOSE: •••. ••••••••••.." ••••�.,.•••••••......,•9S.••• •:a:1 aw°2 a PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. Saciffiles +r' '••!$CC.0 ti•::� :•."-•-::;:: :••::::%•-�-••0',0•vdo.•h •! zwo�p Tracking CONDITIONS OF USE: rr rl` ,e< w PLASTIC.COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, w�' Winn j t 6'rtax 1w1I j N oa=za EXCEPT AS STATED BELOW. eke tenth I �/ I I +^ flagl" J// PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING GUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY u LU •+� �. RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 2 1= s n=i. spacing Y be increased rxr wood posts.del 3 a z 11=11=11 MONTHS)APPLICATIONS. to t'if wire backing is used fence o equivalent "` II-II 1L <"i o 0 1II �I-Jr DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE -1ECi�AAR ORATE e� X w o II=11=II=1 ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. OM tatwrK Orel , \{� go°zu� II:�LII 1_ l2. -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE --' mini 1i 11=11= 1I�t'./-"t=f, MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL GAN CONVEY z3g-P 1 r-II=11 2"xr by 14 Ga.Wire or equivalent, -on _ =.,- Iy,11 ll'I II�I 11 t111 It- CLEAN WATER AWAY FROM THESE AREAS. r an»'rt B standard strength fabric used X o,_FF 11=11-I1=1I 11 tl- TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. C,I �/ r-'� 000i,D so. 6"min =11 11`I' -WHILE PLASTIC 15 INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE,REMOVAL,AND 111 .i i g� icall=h7 ii! IIr . 4 •ill N °moo 11=11=11-.. (15m) (150mm) 1111111111 DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00PERSQUAREYARD. r z ` Hier Tatra :1 i� irer,g2o 11=11=11.=1r. { i=ii =II=I1 . . IIR -WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE ��,�. �lO ° o H# II SLOPE.THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN :I 2'min <a o =11=111r II: ti``� f W F -11=�1�I1131^r 3 I RAINWATER AWAY FROM BARE SOIL AND DISTURBED AREAS.DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED ,`� �� aIad <_ t Contour Furrows SLOPE WITH DIRTY RUNOFF FROM A PROJECT. \ •' • (1 0 assows ernnimoa II I I=�1=11 oveatavnrnrrnA . .:I 11=11=Il Ill- Maximum Bat trench with ,;. _ .:.. -. 1 II II IInos OF t-s"washed gravel kr it rrin \� OWNER APPROVAL Grooves will catch seed,teniizer, II II 11=11=11= r=11� rid beN �••o Minimum 11=11 11=11=r, n=11=11=1 warNarwarer mulch.rainfall,and decrease runoff. =If-11-11=h- r-11=11=11=11 t a 4"x4"trench INITIAL: =11=11=11=11 . d=11=11=11=11=11 -11-11-kt-1l-t1-11-11-11-11- MARK W.MAURER 11=11=11=11-i1=11 NOT TO Mt1En11Cviw ( flW axo.aaNO 2"x2"woodposts,steel PAGE: =11= ra•a;n„.,,.,�,.. fence posts,or equivalent Figure 11�.1 .5 -.=�==�= NOT TO Sr'-s1F �^� STORM DRAIN 1 Surface Roughening by Tracking INLET PROTECTION STANDARD 11011 - 0 Figure II-4.2.12 and Contour Furrows PLANI.o.moo SHEET.�. Silt Fence OF: DEPARTMENT OFdiemov�FOR � Revised October 2014 Revised.hate 2015 DEPARTMENT OF ECOLOGY Pismo$.toUttr a-ne ""'-- v. ECOLOGY Please see h@pJAv, and di.wa.mer. pyrigM.htmt for copyright Halite including permissions. .vrr••.•ae ear+rrwwr. Please see http Avwwecy.na.gov/copyright him!for copyright notice including permissions, State of Washington limitation of liability. and disclaimer. State of Washington imitation of iabd mty-and disclaimer.