The URL can be used to link to this page

Permit (2) ;z0 MST2OO8OO164 MST2OO8OO165 M ST200 8OO166 MST2008-00172 MST2008-00173 MST2OO8OO174 MST2OO8OO175 MST2008-00176 MST2OO8OO177 MST2OO8OO178 MST2OO8OO179 MST2O'O8OO18O MST2008-00181 , . ,.. _ _ _ _ _ 1 ( ,...\ :_ , LON GSTAFF CONDOMINIUMS „. ... . „..,.,..„._ ......."46...Nozw. ,,,,„.....„„c.:. ::.:._,.. ........._ _._...............„.„..„.„.„ ...., .. ., .........9..:„. .;.:1 .:.„........__,._ .,„,,,,,,.,..;..,...7:,:,,.„,:,..4.,m..,,,,„,„.,,..,,. ..,,, , ..---70.,...-teem-...t.,,,,,;.,,,„;:.:77„,:„..,,.,..d,.:.:. 1 ,,•:,.:::,.::::,..„,..„:.,.„:,,.. . .. ............„,„.„,,,,:,..„,.,.::,„:4..,„,„,„,„.„:„..,,,. ... .. ,,„. „.„0„....„:_,..:::::..e,,,,, A 43 .uNIT RESIDENTIAL DEVELOPMENT o C <k'a%"1?qt./. o in . CITY OF 0 ® ,�NAb;1p7 J w CO Q) . RCM HOMES, ' ��OF 0 to \.... ...1 1 '\ I-- _ ,. , wo v) w1-- a_ rx 0 1_ z GENERAL NOTES DEFERRED SUBMITTALS PROJECT INFORMATION LIST OF DRAWINGS • 0 U 2 0 Al Cover Sheet Z V) M 1. Comply with 2007 OSSC and all applicable codes and ordinances of the local Shop drawings and calculations are required for: Project Name: Longstaff Condominiums A2 Site Plan Z = 4 r-, jurisdiction and the State of Oregon. 1. Roof trusses. See notes on sheet S 1. Drawings and calculations shall be A3 Unit B1 Floor Plan 0 (!'l �' 2. Do not scale drawings. Location: 10890 SW 95th Ave& 9365 SW Longstaff St. A4 Units A&B2 Floor Plans 3. Verify all rough-in dimensions for equipment provided in this contract or by reviewed and stamped by a State of Oregon Registered Engineer. 2. Fire Sprinkler System design, see Fire Systems note. Portable fire Tigard, Oregon A5 Unit B1 Utility Plan w U others. All rough-ins shall be approved and fireblocking shall be installed P Y g w and location. Y A6 Units A B2 Utility Plans co ot w prior to framing inspection. extinguishers a d oca z _ in LI in 4. Verify size and location of and provide all openings through floors and walls, 3. Firestopping details. Firestopping methods and materials shall be Site Area: Approximately 5.176 Acres A7 6-Flex Building Foundation Plan 0 furring, anchors, inserts, rough bucks and backing for surface mounted items. A8 6-Flex Building 1st Floor Framing and Shear g g determined by the Contractor except where details or notes are indicated in > U in 5. Provide furring as required to conceal mechanical and electrical work in all Zoning: R-12 A9 6-Flex Building 2nd Floor Shear&Roof Framing Plans w w /'\ g q these drawings. Firestopping locations are indicated in part by detail 13/D1. P 6-Flex Building finished areas. A10 9 Roof Plan rY Q I in Contractor shall submit UL assembly details and product cuts of all relevant w Y p Scope: 42 wood frame R-2 occupancy residential units 6-Plex All swinging doors not located by dimensions on plans, interior elevations, or P -� Y A11 6 Plex Building Elevations&Sections N „ situations to the Architect for conformance to the building design. Upon the in 7 buildings, 1 wood frame R-3 occupancy r w details shall be 3 from face of stud to edge of rough openings or centered g P Y Building 3 Al2 9 Floor Plans with Unit C �' between room partitions as shown. Architects approval, they shall be submitted to the Building Official for residential unit in one building. O 0 r CO P g A13 Building 3 Utility Plans with Unit C approval. Firestopping shall not be installed without City approval. Z 7. Plans are drawn assuming the following rough openings: A14 Building 3 Foundation&2nd Floor Framing Plans o w - _ Swinging doors: Nominal size+2". 4. Electrical and Plumbing design and drawings. Construction Type: All buildings are Type VB construction. �, I- Q g g YP g YP Building 3 Roof Framing Plan&2nd Floor Shear A15 9 g � Q 5. Pre-engineered and pre-fabricated deck guardrail system. Drawings and A16 Building 3 Roof Plan; Elevations&Sections N 0 m Bi-Pass doors: Nominal size+0". n Registered Building 2007 Oregon Structural Specialty Code for the R-2 ° _J calculations shall be reviewed and stamped by a State of Orego Code. g p y A17 Interior Elevations 0 Windows: Nominal size+0". Engineer. occupancies and 2008 Oregon Residential Sliding glass doors: Nominal size+0". A18 Interior Elevations 8. Fill where required with earth free from organic material. Compact fill in Speciality Code for the R.-3 occupancy. \ a < a O q A19 Interior Elevations \ ` Parking Z 0 }.,,,, 12" layers maximum. DESIGN LOADS Vehicles Required . 9. "Finish Floor" refers to the top of concrete slab or top of wood floor s1 General Structural Notes }'', ' .=.":: Per Zoning Code Table 18.765.2 }`` g sheathing . S2 General Structural Notes See Structural Notes on Sheet S 1. 12 Multi-family 1 bedroom units @ 1.25/DU= 15 1 cli. "I\ 0.Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 S3 Structural Details studs at 16" o.c. unless noted otherwise. 30 Multi-family 2 bedroom units @ 1.5/DU = 45 S4 Structural Details face of 1 Detached single unit 1/DU 1 11.Unless otherwise noted, plan dimensions are to face of studs and ace o g @ o0 P S5 Structural Details concrete walls. ENE NOTES Sub-total: 61 R GY S6 Structural Details 0 w 12.Refer to interior elevations for cabinet and counter lengths, dimensions, Visitor stalls er 18.7656.030 15 o CV g p @ � 10 �- countertop materials and detail reference. Verify all existing dimensions Total required: 71 before installation. Reference: 2007 State of Oregon Structural Specialty Code(based on Vehicles Proposed D1 Details 0 N O 13.Provide caulking or gasketting between sole plates and subfloor and between 2006 IBC), Chapter 13 and Chapter 11 of the 2008 Oregon Residential Specialty 45 D2 Details rim joists at both top plate and subfloor. Code. Single car garages Open stalls including 2 accessible stalls 31 D3 Details W 14.Hydrants shall be in service prior to start of framing. All units in R2 occupancy buildings use the Prescriptive Compliance D4 Details w -' Total Proposed: 76 15.Through penetrations and membrane penetrations of rated wall or D5 Details ''< �' g P P Path-Climate Zone 1 of Table 13-A. floor/ceiling assembly will require firestopping per OSSC 712. Unit C (in the R3 occupancy building) complies with the 2008 ORSC D6 Details _ ,..: ``<> _> Bicycles Required :_ €_ See detail 13/D1 for diagram of specifics. Table N1101.0(1) and Measure 4 of Table N 1101.1 2 >.>~'�=~:;:a "~~' ( )• D7 Details fin ~ ~ Per Zoning Code Table 18.765.2 C J 16.Milbrandt Architects is not responsible for construction means, methods, g - -�- --�-- ----- See Insulation Notes on the Unit Plans and Energy Notes on sheet D5. z techniques or procedures, or for the safety precautions and programs in 42 Multi-family units @ 1/2DU 21 Unit Summary p% 1: Fuel for water and space heating is Electricity. - - connection with the work, and is not responsible for the failure of any I Detached single unit with no requirement o 1st 2nd Occupant 4 0 } contractor or subcontractor to carry out the work in accordance with the Total required: 21 Space Unit Patio Garage Other Unit Deck Load W 0 t and or vermin jurisdiction,regardless of what ---_- various contract documents a d o 0 g 267 792 52 4 governing Unit 1B�R/1BA 41 2 U is shown on these drawings. VENTILATION NOTES > . ....:w.-.�....:.::.- g Bicycles Proposed Unit B1 2BR/2BA 1039 77 229 . 34 5 .. Room for one per garage 43 Unit B2 2BR/2BA 45 270 1118 71 6 ® . 1 Outdoor air inlets shall be provided in windows as indicated on the Unit � ' �. A CCESSIBILITY °u ' ` ` �` � P Guest stalls 3 Unit C 2BR/1 BA 46 282 926 77 , `�` i � Utility Plans. See Energy Notes on sheet D5 for window requirements. Total Proposed: 46 Garages 540 'C iti 2. See notes on Unit Plans for undercutting doors. W Reference: 2007 State of Oregon Structural Specialty Code(based on 2006 IBC), 3. See Unit Utility Plans for ventilation fans and locations. Conditionally A.ppio . ..a=...........( i ...-.:<>.: Chapter 11. 4. See Unit Utility Plans for ventilation of each unit. ca LEktte:110�t10W.tsz .: it,taxg. w Q Building Areas J U x Q All R2 buildings are non-elevatored buildings. All residential units are ffi ( U I ii Bld g Occupancy Floor Unit Heated Garages Other 1 Covered Floor Buildin g Area ��rtf e Ntlttltet. gx;:,,,_..- one-story dwelling u nit s. B y exception 2 to paragraph 1106.1.10.2 all units in No. Level A Area B1 Area B2 Area C Area Area Area Unheated Area Area Area Allowed Add t z this project above the ground floor are exempt. There are 14 adaptable dwelling :>;;:::.;:.«>.. PROJECT TEAM p g P P g 1,2, 4, 5, 6, 7 R-2 1st 82 2078 90 2250 1532 68 154 4004 13y:„ ,: .: .. Datey: e units in this project. 2 2 2 - \ Of the 76 parking stalls, 45 are enclosed garages, of which 2%(one) are 2nd 1584 2236 3820 3820 7824 14000 Owner/Developer: RCM HOMES, INC. }- - 868 Not 1)144TEMIED ..... . .adaptable. That stall is in Building 3. Of the 31 open public stalls, one is P 3 R 3 1st 1 46 46 822 •<�7050 SE Clinton Street 2nd 926 926 926 1794 limited . . �:: adaptable and is signed per OSSC 1104.1. . Tigard, R 97223 o Tel (503) 597-2590 t3 �_. (f) ..,,,, { ... FIRE SYSTEMS Architect: MILBRANDT ARCHITECTS, INC. PS Z ,,,,,.:,: . 11715 SE. 5th Street, Suite 100dYk ► - Bellevue, WA 98005 W All buildings except Building 3 shall have an NFPA 13R sprinkler system Stop v ® 2 PO Spitifti Tel: (425)454-7130 a- nstalled throughout including exterior balconies and patios per 2007 OSSC Contact: Bob Weible W� f 0 903.2.7. Fire sprinkler systems are required by Ordinance: AN 103.2.3 does not Email: rew@milbrandtarch.com J apply. U APPROVED PLANS W :< Structural Engineer: ... RFA STRUCTURAL ENGINEERS Z �A fire alarms stem is not re uired for any buildings per 907.2.9. t GU ICATI RO y q 2013 Fourth Avenue Suite 202 ,SPC > 1ltl� W� Seattle,Washington 98121E1``�"� 11 REPORT o III 3uilding 3 does not require a sprinkler system. / \ Tel: (206) 615-9700 £ SC AVM N -J Any alarms, bells or lights, due to the design of the sprinkler system or integral Contact: Jennifer Johnson ® O with the sprinkler system shall be considered a part. The sprinkler system design Email:jjohnson@rfaengineers.com Permit Number: MST2008-00172 Address: 9432 SW Mandaumas LIABILITY Z p P Y as Cour t U L .... M Permit MST2008-00173 tNu -,herefore needs to include any integral alarms. Number: MST2008 00173 Address. 9456 SW Man daumas Cour t The City of Tigard al its W ca �, Permit Number: MST2008-00174 Address: 9464 SW Mandaumas Court ors Icy e�;S shall not be LL E_ Plans ands specifications for sprinklers shall be submitted to the City of Tigard Permit Number: MST 2008-00175 � � >�>�<><<�'>��<<" p P Y g 2008 00175 Address: 9470 SW Mandaumas Court responsible for discrepancies U ,-: for review and approval before installation. Permit Number: MST2008-00176 W '`- 00176 Address: 9482 SW .�. W Permit Number: MST2008-00164 Mandaumas Court which may appear herein, Q <_ .:::,. - ST2008-00164 Address: 9428 SW Mandaumas Court � � :x�::;:...::...:.::�.�>.:: Permit Number: MST2008-00177 >'<> Address: 9388 SW Mandaumas Court r r►� ,,,..,,,:..:.:11.1r Permit Number: MST2008-00178 Address: 9392 SW Mandaumas Court Permit MST2008-00179 ..> Number: MST2008 00179 Address: 9396 SW Mandaumas Court .1- rx:.. Permit Number: MST2008-00180 Address: 9404 SW Mandaumas Court : 0 < Permit Number: MST2008-00181 Address: 9410 SW Mandaumas Court `"? ' '=' Permit Number: MST2008-00165 Address: 9380 SW Mandaumas Court 411.. %.-:: Permit Number: MST2008-00166 JOB NO. N~ Address: 9378 SW Mandaumas Court 0812 x { somme I OFFICE N Ii ESSEI -.--'.1y1-i:~1ti111411ti4111'. gi ::::34 SHEET ORDER: • 3, FDA :': � NARD J. . /4W CO 1 (� D �I �� Y I OF ' 0� I-- z o . W v) W i-- DASHED LINE INDICATES EXTENT a M 0 R-12 Zoning OF RED PAINTED CURB WITH F--, Z `\\ ,N WHITE LETTERED "NO PARKING" \ STORMWATER VAULT STENCIL AT 50' INTERVALS. 0 I c — ' 4' WALK oo 2 � \\\ __\ 4 Q 0 I_ - - - ,,- ` z0 (.7) 1--f- - - w r-� Ln N 1 � I- w 0 ,,r- BICYCLE 8 PARKING STALLS W 2 W W• / . STALL. o A\ n dr...4 , AT 8.5x18.5 z O (n D I R-12 PD I --- c �t�� --- _ Y \ _ ` ill ■frii� iv ><mi� O 0 / es Zoning ■■■ •� ■� w W 20.00' MAIL U Q P J w 20 FRONT N z z -� N YARD , 1 Q E-- r W lit SETBACK 6-Flex 6-Flex r=�, 20.8' ��-.► d 0 r- `/ I Bldg. ' Bldg. 35M-r- w� o� d . Z I g g g m 3.671. = W 4' WALK f7 --- .v --- ; \ 10 PARKING STALLS o o CO ce — ` .S' N. -J 0 leo/��\ AT 8.5 x18.5 _ *" State Highway 217 — 10 SIDE YARD I 1 ° ° ° ° MUE-1 Zoning < < < << ° } SETBACK AND I +s- - • • `LANDSCAPE BUFFER C I :::: ~}}`N, litil „," R-12 Zoning © 1 \ ....?A2 BICYCLE A2 c II ..... STALL .,,...:::::11,:::: , A T 8.51x18.5' ~.~~�• ti \ \ . ■ /4 --- itiniall1=11- 1 \= MEI ---1---- tZelrair=11116 N , W CD 1 I. M P,* N '■ III 1 1 41 1 , ** ps , --, , . ::.„., ::::, 6-Flex 6-Flex _ O �� 9 PARKING STALLS •� � A T 9'x 18.5' :.,.: -.:.. ..,... ........ Bldg. Bldg. ' ., mph iii = 113.671, L _ ___1, 0 Si 0 < !!::• '..'.:::: .:!!!: ASPHALT �O z ii II 6-Flex PAVING SOUND ,,,,.,,-... D WA LL \- 10' SIDE YARD O a ::. SETBACK AND Bldg' Q o 11 LANDSCAPE BUFFER C - ■_ u.,■ � } • 0 10 SIDE R-12 Zoning YARD SETBACK cn r 6 11 , llitoo , :K.:: ::::,,.. ,,, ::::::::::: .:::::,, I 4,-1.- A N -,r W This site plan is a revision to the �t work indicated in previous i' �, O..* 0 N submittals and reviewed under \ 8 is City of ! nn2011 }ts. _ r .! 1.1!...!..' 1 a,. ♦�►♦♦♦♦♦♦��a+�'�.�♦�•► i-- ▪ } Z Site Plan . ..., , 1,,,„;,,. -44-,, • - • ? ti-, Q I' - _..... 2 Atimg,. '- i i i i i i i i e. i i i i i \ W iiiilla tig.".".%*.+.*.*.ISEE” . . . fil . .♦♦♦♦♦♦♦♦♦♦♦♦�♦��♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�{♦ � 1- = 50' -6,-) � . C ♦ ; -Yii i •i i i ', Z a- 1114 4,) O*y �♦♦ Ii♦'� ir.I i �i .: i i ;-`s.ei r 2♦ ♦ _ I i i i i i i i i i i1- ®i • � -I Vilp e♦ • i 0 > z i i Y 1i i ii i i i i ♦ W � . i i i i d i- e 1 4 ' ♦♦♦�♦♦__♦�._ _ - - i iii iii iiii* ii iii ii ii iii ii ii it i it3®i iii iiii iii10314ii % , ♦♦• Z -1 O W � �_ - . - ii i 0�Ci� 01-7"11- III.WWW.WW {?: i i i i �^''i i i i i i i raR i i i i i i iet.. V iV^- ......... i i i i i i i i i i i i i i i i i i i i ♦ ?.` . i W i ..I. i i i i i �11iii111��iii112,,YYYY�� i i i �Y i i i \iYi i .......... i i i i i°i i i i i i i W�i i i i i i i i i i i i i i i i i i i i i tp VI 4 :::: 4 i i i i i i i i i i i i i i i i i i i i i i i i i i ♦ ^• ii i ii i i i i i i i �T"- i i ii i i i i i i i i i i ADHERE STAND PRECAST CONCRETE i i i i i < ; ><>; <:><<>: WHEELSTAND WITH ® i i i i i i i i i i i i i i i Q „ - CONSTRUCTIONi i i i i i i i i i i i i i i i i .► i i i i i .tes ill ► WEEP HOLES © .;. i i i i i i. i i i }f t�at�di iO3i i i i i i _iii ra i .6/i i i i i i 4i `\ ,' V ="} ADHESIVE �� © A2 ACt �Ly�vy��3 ♦♦ :::<>.::::<>: '- i } i i i 4 i i i i i i.i i i W i i i W� 1 i 2* i i i i i I ♦♦♦ �. W A2 }jjf�iV i i i i i i i i i i d i i i i i lilt ®i i i ��iy� i III i i i i i i i i i i i • i i i i i i i i �(�iy N ' y{• ". i i ' �i i W i i i i .i i i i W i i i i i" / ♦ r , i i i i i i i i i i i i i i �i �pi i i �� i i i i i i .��(j�'�y(i i i i i i i i i i i � .; :•: : , � � ` '" IDENTIFYING A y �' i -t i i i i i i i i i i 'i i i�Myi i i i i i i i i .t ♦ ♦+♦ .. ♦ ' \ ♦♦3%z CONCRETE IDEWALK ♦♦ i � l_d4�fflS i i i i i Wi i i i i i i i i i i i i Sisk . .�� ♦♦� �♦ ♦♦. ^ _13�.,' SIDEWALK SIGNS �♦♦ 4_i1� J I �7*♦ �\ i*...;,40 i `Jr♦ ♦♦♦♦�►,♦♦♦♦♦♦' -I Z ::<` ` - \ / 1 .. I�®i i i i i i i i i i aX •• ♦♦♦♦♦ .r ♦♦��I�'in ♦ °Ri i i e e� i i i i ei i i i i i i i i i i i i i ` j. .`.. vl et i i 11111111!!!! t��•� \ i�' ♦♦♦♦♦♦ '♦`t�♦ ' t,-. ♦� 6 t:�i` i i i i i i i i i i i i i i i i i i,,��♦�{' \' .♦♦♦♦��♦♦♦� ♦♦•}� /1� •}: EYELET FOR `-, LOCKING BICYCLE L � ' i i i i® i i i j'�� •i i `i i i ed i i Vi i �� '�♦.♦ �♦♦♦♦♦♦♦♦.♦ i ? PRECAST . i i i i i er i i i i i i i i i i i i i i i i i i i yyy�e� icy., /�� ,:- ' ♦♦♦♦` _> ♦ - ' J CONC. 'A 1 rayi 5.� i ii i i i i i iei i �i ♦f �}.♦ ,• ♦ ♦��♦♦♦♦� �♦ ♦♦♦�♦ 0 < IN < i ,♦ I i i i i i i i i i i i i i i i .y�ojk. i i i i i i i i i i i i i i i • i �t ,(i�,� , - �' �♦♦♦ ��. V) WHEEL- I i i i a • i • 4,- . i i i i i i i;i i i i i i i ♦♦� - .�. ��♦♦ `♦♦♦♦` — �� PRECAST CONCRETE STOP �♦ 1 \i i i i i i i *;e.* ♦♦♦��" ' 1 �' .-.-.j.V.WHEEL STAND Q 18"W x 9'L i i i i i i i i -�'♦ � _i i i i i , ;r ♦♦♦∎��,�,♦♦ a 4 PAINTED ♦�: t --,., •, ♦♦�♦♦ i i i x♦ '`, <"<. ♦♦�•} '�♦♦♦♦♦♦♦♦j JOB NO. ' -':>`;"" f n I z I '� i''ri..• i i- " ,Sx-i ��♦ 1r ♦♦♦♦�i-- i i .4� yf �_ .. .:.: ,� � -0 ,� z STRIPES PAINTED ♦♦�' i i i �; }� \ a ISTRiPES " �� ♦��♦�♦♦;,`�♦♦ ' 'i ♦ ♦♦♦♦♦ 3%z" CONCRETE BETWEEN `;*;! ♦•�'•�_ ra k r ."� 4 �♦ i. %� �� _ ; -, .: SIDEWALK - � T STALLS AT 3 OC t�y�'' 7r z� � .�w�,.�_�:��.��_�_�.�-�.�.��_�`�,• 0812 1 REAR YARD LINE ley.:jr <` _I ACCESSIBLE VAN STALL R-4.5 Zoning }"1011 2'-6" ACCESSIBLE CAR.- ■ STALL enging BICYCLE STALL ACCESSIBLE STALL DETAIL ,„.,„,,_„„„..„„!, ,,.:..:::,:::::....,,,, .....„....,...„ .....,:„,,: .„,...,,,:,:::„.,, 1 1/2„ = 1,_O„ 1„ = 10' PLAN SHEET ORDER: A S D OF sinsim it ,4,� B 49'-10" {:� A4'-4" 12'-10„ „ A11 All / 10'-7 � 10-11 � 11'-2” ' �� , <y.��n... j , 6' 5» 6, 5» 5'-74" 4'-113/" 5'-51 " 5'-51 " `�-' - - 4 /2 /2 5'-4" 5'-10" �� C t I f „ ,s_..„. ,-,—,....4 . ri 1/2 H R. I 6 I I �' ”:I-I -1-11-) i• FIRE _ �� ,-:-.-::=;,,A*:D5 _-4 ►' I 0 OPERABLE I PARTITION PR 3-0 5-0 SH \ of ' BETWEEN 1 I SIDE i"- c �` 114)(717\ 0 ''^^ 1� ' / N I I N �Y Y l k, UNITS - .. ....,1 ` � Patio w i 5-0 5-0 SL 6-05-0 SL \ /B B 1 ;c33/4,, _ 3-0 P •N NARD J. 1 \ 8 I .- r 1 — I i W Ell T /4-- ) , r i D1 o B r I o� I, , ES Bedroom �I I o D r ] f r II _ I_._,,, ri' =I C _ I ' 1 " I Master I p Q�```" . ❑ I © DW A �® 1 co i,l � !,!�A " v I ❑ 0 1, 0» b) 6_72 3,-8„ j+■ -- ---J I _ 3 3 Z f �- 3 3/4 3-3/4 Bedroom I I- O 5 Dining W —��`_ wo �2" ELECTRIC 3 ' a) %2 HR c: -- - ::i I U I to I-- FIREPLACE _ W „ I � FIRE � INSULATE ONE d- ,,^^ �' o SIDE BETWEEN V 1 .�� BARRIER I STONE I ,� I- Z WA i WALLS UNITS . : ■ _ HEARTH 5 0 BiPASS — I 0 N = � 1 �. I o 00 , 1 �- ao - � ��:�. � - _ I -I Living UNIT B1 o _ 5 9/2 5-10 1 z � M 2 6 HM _ , - in �- g , - I �� I `'� �, "' N 45° S & P 3 3-0 2-7 tn ' I j_. , „___ ►� ❑ a, 1% 12" TOP @ +45" N 3-o HCW ~ == •== r- Sprinkler 1' 0" 13'-3Y2 'i 1» 4,-3„ ' 3'_332» 2,-3„ i ' ct Lii W W I.In S & P _ ar _ 1 c 4 4 C 5-6 BIFOLD 0 0❑ ❑ /2 z ❑ ❑ 2-6 HM Utilities _ `\c_ --� ` c v� I p = �_ ,':'� vl VI I v' V It N CEILING I 0 C LNG � > c v \ I WIC 6 - PLEX ` '�--�-- � S 6x6 POST I WASHER DRYER = s • 8'-5%" ( Q �' J (� BUILDINGI s 1st FLOOR PLAN - i o A� w ,f 9 Entry r. J N Q� 3'_71 » 16 SH 2'-11Y2 I r� 4'-4" / F- r 3/32"=1'-0" 1 2 _i -,; I I W D3 . Kitchen _ .- I o 0 _ 1 co r o 21-0" 1 7/ b 2xs z m u I �' 3-0 MTL = N I '�-° I o w Q I N O I _ 6 -2/2 3-8 120 , Su3OPKT I,2Xs 1 c� o Z I f--T— , � 2x6 , o Q _� I I v, o 60x32 1 - — ,, •� i I I DW u) =o I I TUB - '" U °�, ---E-- 4'_1» C C CC 0 4:: : SP ® , 1- d L "'-- -- ...,21-..5 �_--. - - 2x6_ - - -'- _ _ - - I :}:}:> `� N 2x6 .I 60x41 7 2 4 1 c 1 1 ` D1 D1 p1 01 1 o TUB/SHWR ILL I 5'-10„ 10,-8Y2„ FURR 2x6 "' 1 J I co 'N FROM CEILING 1 1 o .- FURR x6 2 I.___. w _ 2xs- . - TO BOTTOM � � L - --�--� t- N _ _ I 2x4 � ..r :.::. I FROM HEADERS BO 2x4 I } -;u.,, a - OF STRINGERS rn N ° c TO BOTTOM I O N AND INSULATE OF STRIN R o GE S WITH -N 2 6 3 6 . UP TH R21 ,x,. Ty _ � xx,.x zx . : � I AND INSULATE I I �' _ 2-8 SCW WITH R21 I } x< 12 3/4 HR I `,`'-- I - ` -I SE -CLOSING I—- «' D4 = ,� � I z i Q 0 Unit B2 �— 1�YP. Unit B1 Unit A ... ... .. - - Unit B2 I A Garage Garage Garage o °- Z �, 2 _, t o 5 N I � try - 2 D1 � D1 Ti_' � � a o D1 ^ I Z O UP LL _ 1 2-8 S W :co L..ti..> x�.' 4'-9" D1 3/4 H? I SELF-CL ING I >`?: o STONE :`;: } VENEER • I m '—P--- �- _ ,n. . D5 - Q Unit �� XdH\ L »11 _5 11 -3�211 _9» En u I ROOF ABOVE 8 0 7-0 .. 0 SOHD �SOHD 8 0 7-0 SOHD I ` ' ' Q I I_8-0 7-0 I ,,..1._ , } I I I 1 I I STONE I I :...;:>.. .. DECK " 1 , 6 ., 4 I VENEER I I o 11 ABOVE o D1 I D5 I I I I "` i N 8 I 1 I rn . : i 14 I I 8x8 POSTS 1 I �`, i). --1 -- TYPICAL' '` `® Lt ROOF PLATE HEIGHT z " ,, I D4 1 I I ABOVE I !S 8 -i AT W .:..: 3 G;4 F 11 i-9�4 io- iiY2 11'1-5%" S'-101 1ST FLOOR ./. 2 / 4 1 Jr — _ 1 1 5 11/2 11 3/ 11 -3 5'-11Y2'' 2 / 2 I WI �_ . � . WINDOW HDR 0 , » _ _J 5'-5Y2" IS 7 0 1 :: :- 5 6/2 I W U . , UNLESS NOTED 1:. » z li. ili ' I SEEA17 & A18 W . . <_ FOR INTERIOR ® 0 C (n ELEVATIONS o W U N IBi Z FLOOR PLAN %} .. NX 0 -- c)"" ia::,:. ..x /4"=1'-0" 1st FLOOR LEVEL 1.— co iiiiiiiiiiiii ' . ?:r) 11 PO 0 z -2- I it % „ 11 e), °) I, N O T E S O 'A- N. A t FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD INSULATION LL C3 0 } �� Q ' �` `1 2x4's AT INTERIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MATERIALS TO W ( ci I ,X UNLESS NOTED OTHERWISE. A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. UNDER SLAB - R-15 < }>_'`'' - \,? °C' WALLS: FIBERGLASS BATTS OR BLANKETS C;\ �, � R-21 BATT INSULATION NO PLUMBING SHALL BE LOCATED IN THE 1" AIR _ (1) Z • 2x6 WALLS R21 :. $'` � C _ _ _ SPACE IN THE PARTY WALLS. = R 13 GATT INSULATION ONE ,N. .�.,,,, .,,,. \ ` SIDE OF PARTY WALL - C9—w n!..,. yyyy 1 ( -� L UNO. FLOORS OVER UNHEATED SPACE R30 <_::.- `'ALL BEDROOM DOORS, AND BATHROOM DOORS IN M ��si _ � J CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH BATHROOMS WITH AN OCCUPANCY VENTILATION FAN t,>\, Q 4 ev. ( ATTICS AT TRUSSES - R38 i:' DIRECTIONS AT 10 -0 ON CENTER AND AT FLOORS. SHALL BE UNDERCUT ` � � `�` T A MINIMUM OF 3/4 ABOVE DOORS: MAIN ENTRY U=0.20 ' k c TYPICAL. THE ADJACENT FLOOR COVERING. < w . _.... `� +� �c ALL OTHERS U=0.54 .eJ ;.<:. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING THE FRONT DOOR SHALL BE OPENABLE FROM THE : \, '' ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY WINDOWS: JELD-WEN BUILDER'S VINYL "=`I . t 'I JOB NO. 11111 <€>:: �� OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE TYPE (VINYL) MODEL U "`' . `�' HEIGHT DIMENSION SHALL BE 24". MINIMUM CLEAR PROVIDED WITH A NIGHT LATCH DEAD BOLT OR SLIDING LoE 272 ARGON 0.32 x>•` `}::�.<" Q81 2 x..:` ,. OPENING WIDTH DIMENSION SHALL BE 20". SILL SECURITY CHAIN, PROVIDED SUCH DEVICES ARE 1 Iii ; ` FIXED LoE 272 ARGON 0.30 \ HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A SINGLE HUNG LoE 272 ARGON 0.32 , h< FLOOR. KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48 SGD LoE 272 ARGON 0.32 kz:; ::}};,> ..r' ABOVE THE FINISHED FLOOR. iE}#<zi. ALL GLAZING SHALL CONFORM TO THE 2007 OSSC, INSULATE UNDER STAIRS AND IN WALLS ABOVE BOTTOM CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL 0 OF STRINGERS. IN ALL DOORS SHALL BE SAFETY TYPE OR FM AND SHALL BE INSTALLED E AND ALL IN ACCORDANCE A..„.._‘,,,_ WITH THAT LISTING. THESE VALUES REFLECT CHOICE OF MEASURE x<><.}} x.>.:>< GLAZING WITHIN A 24" ARC OF EITHER VERTICAL `}''``` 4 OF TABLE N1101.1(2) OF 2008 ORSC x,. x :.,.. EDGE SHALL BE SAFETY TYPE. :..li `._:::�_ PROVIDE 5/8" (MIN.) GYPSUM SHEATHING ON WALLS GYPSUM WALLBOARD SCHEDULE 3 :: _ :.,,,,.., .: v BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS 5/8 GYPSUM WALLBOARD SHALL BE USED : ,},.. .;,.... .%,..„,„%, AT PARTYWALL CONDITION. PROVIDE 1" OF WOOD THROUGHOUT ON INTERIOR WALLS EXCEPT AS NOTED. „4::::::.r FLOOR SHEATHING UNDER TUB IN PLACE OF THE :��--�'�=�' GYPCRETE, SEE DETAIL 17/D1. SHEET ORDER. A S D ItEen 45'-6'' A 12'-10" r r, 10'-11" '' y: ,> A11 10-7 11,_2,r , - , 4" 5-7Y4 -113/4 5-52 5-52 A11 6'- 5" 6'-5 51-4" 51-10" .04....„ ,,,.-...- . 1 _E" - —1__ I�! 42" HIGH GUARDRAIL 6 ' , I :_ {. ,.... 1/2 HR. 'I__- '�- ' ,. FIRE D5 4 ♦ • ° ° 5-0 2-0 F OPERABLE I o :Y. } i PARTITION ( N -� I N OVER SIDE �'T� 1•••�' BETWEEN Deck I �- 5-0 4-6 SL I 1 \1 N I ' A Id UNITS / € 1! I SEE 10/D3 FOR / 5-0 5-0 SL 6-0 5-0 SL I � f 11 B2 B2 I -N I DECK DETAIL \ 3-0 PA t8 7 ~ r o I m I Q i 5 D4 ,'iNARD J. .P.' 1* 00 :. D1 D1 I y i,;% 1 rtivror oa R sQreo rt cur 1 � -. d 4?1-11' l is �o .1m �0� . . o Master 2 4 0 - -� Dinin _ Bedroom �'. r PR 3-6 1-6 F , i 1 °° Bedroom D4 D1 l q�i tek'1 - 1 0 OVER \ 1 J L A Olt OF , . ram � � -__ _- _ - _ _ - - - - - 3'-1 I _ 0 1--` W ,� . :� v,�,. '■ w : .. �, M�V= I i /2 2_0�2 _g- �. �.t- ♦ �� 3�-0 3-8/2 2-2Y 3-0 2-8/2 W 11111F111111 II ,Li UNIT B2 y 45.-1�_ 1 45° BlFQLD I � W__ iRwmjEtilli )! 1111111L... _ ° _ I Living - z o, --,- In A 1 '� 1 A P :c_Hcw = r 1 Z I I ■♦ f " r rf 1 Z 1 f ,f �N _„ 1 1 r/12 _3/ _ 2_g/ ,_ ,_ n 6 _2 \ � U) F- 2 3 3 2 3 3 2 6 /2 ,n II - 12” TOP j 120"x30"1 5 SH. `i V C ♦ ♦ w W VJ " In„ _ I I 1 +46 5 6 BIFOLD I o �-- W C II ATTIC L 8'_7 2” 3,_8„ --- ----- V V 00 1 CCESS I ►�, , _ 1'_, 45° 1 I I L— 5 SH. I 0 I� ��,��, A i 1 1 -WASHER DRYER `� � �N M� I _ LwY � r W r1,lo N � ; � 1 16 SH. � = 45 '�' � � � - . , �`` I Bath � - z N J N■ N c0 t� 6 — PLEX -N I r 2nd FLOOR PLAN � � 00 N 1 \ J:124 2xs —� W _ p — wN I 3/32 =1 0 - 0 :- .�.. ......... \ = m `/ -N i 60x32 ti o Z o ►o TOP +43"\ - TUB 3-8 i - o co w in 2 -8 Kitchen ;1 , „ N I 1 co 4 Q SHWR 1 ,4 I ,� _ - 9 10/ W.I.C. Q N I 'N ►.III 2 N i� D W ♦ rn 111 , 1 " U i ° o th -J o I oo '� M N 'I --- L I 11 I" 1 N_ N o _ � S & P a � � ao I I PW \ _ N d- 7 j � t 4 S & P �1 60x41 11 -co �- _ - I�� 60x41 ( o LINEN ----16- SH. --- -�--�-- - - TUB SHWR - 'N 'FI ' TUB DRYER WASHER \ 0 D1 _ krir-Al* i p f/ „ I \co I 58 I `t:.: - - SHWR , N--r-- 4 J ,� �, 1111111111.1 CO a �I -1 Bath - ---� I o`� 3-11 1 -9 r� _ Kitchen - - - -�,---�--� p ::. 1 , j 5-6 BIFOLD a J9DN w jr______..,F—__I 9'-0Y2" I Q 2 D1 1 ' '< C__ i x6 I V I .............,_____ .._:-. .\1 I 3-0 PKT - I C '€ ♦ I I ♦ N . ....... .. EH W --6.- uP I DW 1 I ,. „ Gi 2-4 HCW .,. iii: a 'N 0 I 14 • xio 1 I I I „ N TOP ® +43 I Z ;.. .. CO c W.I.C._♦ - D4 I ACC I 2x6 J N 4 \ I \ < 1<..:.:.<>`< ° N- 12 TOP m 1 ;' a• z 3 6 / - _ D3 I� 3 2 ® +45 2 4 4 8 5 0 L i i i i 4 ,:11;: :::. S & P 1 v / l II *••. 5 STONE - 1 ``/VV/ i D1 HEARTH r;-,,, I I"° O . ........ Ak N Bedroom UNIT A -J u- moomm D1 _ 1 7 1 11 -_,-: Dining �. INSULATE FLOORS Living -,- I.1 0 g Y� l26i3_Oj"k . . P iii II „ I - J Q 11 9 10'-10" ELECTRIC 2,-01 I o Q V FIREPLACE , /2 3'-6" cv 2 5 0 5 O SL It ° ♦ ♦ s 8-0 610 SGD I ' 1 "-, 7-0 5-0 XOX i !!i.>: II I , Deck p _� ::.,,,,.:: A 42" HIGH SEE 10/D3 FOR D1 PLATE HEIGHT ( s, /1\ GUARDRAIL DECK DETAIL ' ,-- }<_ ill 2ND FLOOR ix<<_ D 4 Z i. D w 1 1 WINDOW HDR — 5'-?12" 5'-g 2" 5'-6" ' 5'_4" 5'-112" 5'-112" IS 7,-1" 4 UNLESS a' 1 ,� NOTED 5 5/ 22'-7" ' „ _ 1 O 2 , 22 7 , 11 -11 5 6/ . J 45,_6» w 0 , SEE A17 & A18 > Z x FOR INTERIOR ® w -. < } NITS ® ELEVATIONS p c (f� 81c B2 FLOOR PLAN I Z -i � w 1/4-=1'-0" 2nd FLOOR LEVEL Q .'!";"'":::::-::-:::-::::-.:::::,..,-,:.,:.:-.,,,.:11 ® — O 0 101 0 Z -21- 1 11. . .111 GROUND FLOOR 0R SLAB TO cc 2ND FLOOR IS 9'-O" N ® T E S ® G <;<>::<:>_::i:: TOP OF SHELF 203/„ 23�„ — 1- x<:y>:.::»,:.::...<.... 4 4 STR@10"=4'-2" 4" 14 EQUAL RISERS AT 7.71 V >= -,„Ai AT 2ND FLOOR . MAX. RISER HEIGHT: 8” FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD INSULATION LL w ...,.... SHEATHING LEVEL 2x4's AT INTERIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MATERIALS TO :<:<x, 5TR©10"=4'-2" 3'-8" UNLESS NOTED OTHERWISE. A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. UNDER SLAB - R-15 111«:_::>;_::;_,::: I 9 10 11 12 13 14 8 IN THE 1 AIR LBERSS BATTS OR BLANKETS R-21 BATT INSULATION ALLL—__ _ _ _ _ _ SPACN THE PARTY WALLS.R-13 BAIT INSULATION - ONE ♦ 45' i1 FLOORS OVER UNHEATED SPACE - R30 M ='= - ='' 46, I SIDE OF PARTY WALL UNO. ALL BEDROOM DOORS, AND BATHROOM DOORS IN ' ""= ' N 7 - �-- - - I - CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH BATHROOMS WITH AN OCCUPANCY VENTILATION FAN ATTICS AT TRUSSES - R38 d" 7 ♦ C°` �� 6" 'co' DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. SHALL BE UNDERCUT A MINIMUM OF 3/4" ABOVE ® < 6 , I "' TYPICAL. DOORS: MAIN ENTRY U=0.20 0 THE ADJACENT FLOOR = COVERING. ®J ,. ;j, 5 1%2 HARDWOOD ALL OTHERS U=0.54 11 4 HANDRAIL 36" c°♦ i ♦ ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING THE FRONT DOOR SHALL BE OPENABLE FROM THE 0 ABOVE NOSING 14" o ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY WINDOWS: JELD-WEN ' ``'I 3 I E BUILDERS VINYL JOB NO. ME> ==''". ,� RETURN TO WALL ,� OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE TYPE (VINYL) MODEL U ac 2 AT ENDS 11/2 0 HARDWOOD 1 11 HEIGHT DIMENSION SHALL BE 24". MINIMUM CLEAR PROVIDED WITH A NIGHT LATCH DEAD BOLT OR SLIDING LoE 272 ARGON 0.32 ''x`' o „ 081 ;� 1 o HANDRAIL ® 36 I r- OPENING WIDTH DIMENSION SHALL BE 20 . SILL SECURITY CHAIN, PROVIDED SUCH DEVICES ARE FIXED LoE 272 ARGON 0.30 08 2 .... .... ..... N. GROUND FLOOR SLAB TO ABOVE NOSING I p HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A SINGLE HUNG LoE 272 ARGON 0.32 !::::i! ,:',::::,1.! !!!!! UP 2ND FLOOR IS 9'-0" RETURN TO WALL FLOOR. KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" SGD LoE 272 ARGON 0.32 ~~tJ":"'�-`~itv*<«'':~«<l� AT ENDS 1 1- ABOVE THE FINISHED FLOOR. 14 EQUAL RISERS AT 7.71" ' co- MAX. RISER HEIGHT: 8 " o I ALL GLAZING SHALL CONFORM TO THE 2007 OSSC, INSULATE UNDER STAIRS AND IN WALLS 'N CHAPTER THE ELECTRIC F ABOVE BOTTOM OF STRINGERS. UP C ER 24 SEC. 2406, SAFETY GLAZING. GLAZING !REPLACE SHALL BE LISTED BY UL S 1 '� IN ALL DOORS SHALL BE SAFETY TYPE AND ALL OR FM AND SHALL BE INSTALLED IN ACCORDANCE GLAZING WITHIN A 24" ARC OF EITHER VERTICAL WITH THAT LISTING. THESE VALUES REFLECT CHOICE OF MEASURE EDGE SHALL BE SAFETY TYPE. 4 OF TABLE N1101.1(2) OF 2008 ORSC EOM NI T STAIR PLAN N UNIT STAIR PLA N GYPSUM WALLBOARD SCHEDULE TIONE1 PROVIDE 5/8'' MIN. GYPSUM SHEATHING ON WALLS 4 ...........: ,....„ ..........„. ,... 1,4..1,-0,, BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS 5/8 GYPSUM WALLBOARD SHALL BE USED AT PARTYWALL CONDITION. PROVIDE 1" OF WOOD THROUGHOUT ON INTERIOR WALLS EXCEPT FLOOR SHEATHING UNDER TUB IN PLACE OF THE AS NOTED. ` GYPCRETE, SEE DETAIL 17/D1. SHEET ORDER: A S D /� <i n l 4 ''' f y 4 X r}.M1. f I }•f S i obow S I • <k)TECH G Patio --= �,r A® o 0 in 1000W A PORT ® 1000W , ' , e•- BBH L \ BBH I NARD J. I ii; ii WP ` � W cb Dining Bedroom -, PROVIDE 250W BBH I 0 IN SPRINKLER ROOM _ V 5 U ( �} SET AT 50°F \ TECH PORT /1--a-s. ' �� 750W ii ter Bedroom I OF 0 L I� S Z ,�1 ELECTRIC \ FIREPLACE DIM , i� / Z N ' Td ELEC •. I� �.� PC Pc4RT Living L I PANEL SD \ U 2 O cn ® Z = C 3:-..,- �— 0' MN z Q •- J — I O I SFA LJ S! rinkler - UNIT B1 �- 1 x p o 10 � U 750W GRILL or [ TECH EVENT w W BBH T I N I r W PORT L NTEL .�n I �,J in Ut�l�t�es /,,,P �r - 50 TECH a d ' ' 3 O U WASHER DRYER Entry � i t-rY n „ .:i+48 80TH I r, Q�► O I 250W TOE �; � In 1 J (� �� r KICK HEATER;' 0 I w I∎ J \ -.a z Kitchen ei WI.C.(OTOCELL � -/� r r A ..� I Bath , ----- •'� 'l-t-- _ D ,I� i C � 1 ! V F- _ 80' -0-PC \--0-(1)---° 0 .:.44.........1 aw D — —� % F —� o AI 1+44'I' �. 80 t 1 REF 500W ❑ ---' � BBH {5- J.1 0 +414” aaa � � zo ,W UNDER-CABINET 0 PB/ LIGHTING I 1 I o { iiii I Rreaso N i O I \ \ I I F' . \ U P / \ \ I a N «k-.. 0 \ ■. Z , 0 PB / \ / / N.\ / / \•\\ \\ ' C- Q ., :-~........ is Una 62 CO —I ~ : \ , \\. \ ! I z 5oow ' ` \ \` 1 Ent BBH / \ ,N Q 5 �; V/- -\V ri- -\7 r —O.\ I I O ! ' z o Y V if V I J UP i i71:1 •/ • \ • SD i D 1 • nit A .....}ll,. A TO PHOTOCELL 1 I .,. El i Unit B2 1 I Unit B1 1 I A Unit •A 1!► I E Garage Garage - �- -- ... Garage I g - I � g 1 PB y L -- 1 I 1 I I I 500W. i J re- f ! 1 ! I 1 - BBH - U N :i- kr ---- .- .' ----- i --1---- -; i)i `-• TO PHO • A i >><:„<k tt 0 I L L_ 1 5 zl}''_i Ali z .. 2, UNIT Bi UTILITY PLAN Z II O 1/4-=l'-o- 1st FLOOR LEVEL J w 0 ® > z a w Z a (.0 Eli:=1 Q 2 An" ® - o E- O V z I :,,i,,11,.„1.<1! w 1 Li_ w 0, g ELECTRICAL LEGEND < w (( GENERAL NOTES ENERGY NOTES VENTILATION NOTES (^ _ __. „:„„„......„„..,.......: THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED THE WATER HEATERS SHALL BE STRAPPED AT A POINT SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. la DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING '�' ' vJ RECESSED CEILING EXHAUST FAN I I METER CENTER - .,„. LAYOUT. THE ELECTRICAL CONTRACT IS ON A WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF ITS SHEET D5. MOUNTED LIGHT I 50 CFM MIN, 3 SONES MAX, ..: DESIGN-BUILD BASIS. ELECTRICAL CONTRACTORS DESIGN VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL Ic DUPLEX RECEPTACLE OUTLET AD >> ' :::,, SHALL BE APPROVED BY THE OWNER AND SHALL LESS THAN 4" ABOVE ANY CONTROLS. WATER HEATERS WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BAC;KDRAFT DAMPER 4 ROUND DUCT. SEE 15/D1 I I ELECTRICAL PANEL Z d. >. SPLIT WIRED (SWITCH TOP HALF) "�<_:::.. ( CONFORM TO THE APPLICABLE ELECTRIC CODE SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. CEILING MOUNTED LIGHT RECESSED CEILING EXHAUST BBH ELECTRIC BASEBOARD ® < REGARDLESS OF WHAT IS SHOWN ON THIS DRAWING. RELIEF VALVE THAT IS CONNECTED TO A DRAIN LINE. ELECTRIC HEAT INDICATED IN THE UNIT IS BASED DUPLEX RECEPTACLE OUTLET HEATER FAN UTONE QTBO, 80 CFM, 3 DUCTS M ON 21 BTUH/SF OF HEATED AREA FOR THE UC S IN UNHEATED SPACES INCLUDING ATTICS ®I ..... .- THE DRAIN LINE SHALL BE DIRECTED TOWARD THE / S SHALL ,•. . HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER BUILDING AS A WHOLE. BE INSULATED TO A MINIMUM OF R-8. MICROWAVE r� RECESSED CEILING LIGHT; SONES MAX 4 ROUND SMOOTH CT THERMOSTAT ,` GROUND AND TERMINATE AT A POINT NO LESS THAN 6" IC RATED - SEE 12/D1 DUCT. SEE 15/D1 CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS » AND NO MORE THAN 24 ABOVE THE GROUND. SINGLE RECEPTACLE OUTLET- ��'� `'' THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. ® SMOKE DETECTOR JOB NO. <>-=:><<'-=`>=>'=>_> 208v (R: RANGE D. DRYER) MICROWAVE OVEN RANGE HOOD WITH BATTERY BACKUP = i:-:}::}:>:->::;;;;.: COMMUNICATIONS SYSTEMS ON WALLS SHALL BE UNCONDITIONED SPACES SHALL BE INSULATED WITH WALL MOUNTED LIGHT L Mw / .am,.. MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. STEEL ELECTRICAL BOXES GREATER THAN 16 IN AREA R-3 INSULATION WHICH HAS A FLAME COMBINATION 100 CFM 3 '..' .. SUCH S LAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4 RIGID METAL WITH A SONES Q$1 2 C AS RECESSED LIGHTS IN FLOORS BETWEEN UNITS JUNCTION BOX 4 OPENING ON THE EX (� • AUDIBLE SPRINKLER 25 OR LESS. EXHAUST HOOD. THE DRYERS DUCTS Y SMOOTH DUCT. MAY BE USED IF . . :!: .7: D THE BOXES ARE IDENTIFIED AS OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM � DOUBLE TUBE FLUORESCENT SFA FLOW ALARM APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION .I PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT A MINIMUM OF 50% OF THE PERMANENTLY TECH PORT CEILING MOUNTED LIGHT t - €<_>>>»<>'<> AND THE BOXES ARE "TENTED" WITH APPROVED MANENTLY 0.016 THICK. THE DRYERS SHALL BE GENERAL � `y� RECESSED HEAT LAMP STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO INSTALLED LIGHTING FIXTURES IN EACH DWELLING ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO 1 NUTONE 941OH, 250W LAMP WINDOW WITH OUTDOOR TWO ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE MATERIALS INSTALLED IN SUCH A FASHION THAT WILL UNIT SHALL BE COMPACT OR LINEAR FLUORESCENT, SINGLE POLE SWITCH 0 CEILING FIXTURE. SEE 12 D1 CEILING MOUNT MAINTAIN THE FIRE-RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. MOUNTED TRACK LIGHT / AIR INLET SAME STUD SPACE. BOXES SHALL BE SEPARATED OR A LIGHTING SOURCE THAT HAS A MINIMUM ASSEMBLY. THIS DOES NOT APPLY AT ROOF CEILINGS. 3 THREE WAY SWITCH HORIZONTALLY EFFICACY OF 40 LUMENS PER INPUT WATT. LLY BY 24 . WINDOW OUTDOOR AIR INLETS SHALL PROVIDE HEAT LAMP, EXHAUST WALL UNIT HEATER D THE UST FAN P PUSH BUTTON SCREW-IN COMPACT FLUORESCENT LAMPS COMPLY �� e INDIVIDUAL SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY WITH THIS REQUIREMENT. EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. COMBINATION RECESSED CEILING L ELECTRICAL OUTLET BOXES SHALL BE OF oi�. DIMMER SWITCH FIXTURE - 250W LAMP, 50 CFM VTR VENT THROUGH ROOF STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT BACK-UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE 4" PHOTOCELL SAFETY SENSOR ti;<.<€ LOW SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. MIN. 3 SONES, 4 ROUND DUCT. >BE GREATER THAN 16 SQUARE INCHES IN AREA. T TIMER SWITCH 'A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED SEE 15 D1 /FOR OV ENT PROTECTION, AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. SHEET ORDER: A S D - wassok - - mill' 5:'":a-:..:::: S 1 V S �000w <k,40 e�* to 1 \.,/ BBH S '�� 'r Deck 3- TECH C ,'■NARD J. ' 750W PORT C 1000W /� co BBH Bedroom BBH I r ,) % W (n WP . .--0- 0 ©$ Dining I 1' 0 ®� g Master Bedroom A �•- I TECH Z 0 • _ PORT • I:;; cn W I- (- �� \.\ DIM SD \ T I I— Z j,...1, U i O ,--H \g- T �H ' ' UNIT B2 Z Living = P( T g 1 - / ,. I O 4 1, f i Q';1 ELECTRIC I 10"x10" SD ~ in I — FIREPLACE GRILLE VENT � U _J IN LINTEL SFA SD `. A w W W �' I ® WE 1 �= VI TECH ► _ 111 IOW PANEL i v-, 1000W WALL II/ / j I - ELEC I, ( Q P JW +42" + 'C ' PANEL M,,�� to € I UNIT HEATER '� / c _ REF T T WASHER— 'DRYER I V 1. Bath , Z _ J N 750W ''' t /c BBH � ,,,f '�� -� I i +48" 30TH (/ T TECH 1 ' ._ ` R I T I , Q UNDE CABINET fQ- I 250W BBH � c E1) PORT / -, I 250W M LI HTING .11 _41...i„.:__., /. - el I Q Ce ,I{� �' � +144 i Kitchen "C 80 , BBH cam, 0 m 1I lIU ` ' 1 ' ° J i '' N 11 1 DW I •� 11 (III F II Bath a Wiry vI WIC. AIT O o �N I 0 I.�• I' I <<<<K1 Z O * x+44' * T C L. 0 € ..;. \■ M � I 111 iiii _ III alt. MINIM 7 re :---- I I I A 1 irTIc:; • } P rw: . .+44 +48' BOTH � - �4 T LINEN Iti-ro I DRYER WASHER O 0 +a14" r �� I I CO '» -•-•-cn ' I TECH o _`k>: r J ' W-- - _ 4d Bath _ _ T U, E _. -U, I PANEL / I N - - - - _ 10,,..10- Kitchen 1 _G - - o N } IJ - 1 GRILLE VENT V 144 3� - _ — o ` 80 IN LINTEL V A A ' REF I I - -•- _. r- -:IMO : 500W BBH I t DN O ) ►yJ — } r E- 4 _ -- TECH- 1 (l PORT �— iel ! 1 I 0 I I \. z <€:K _____,PANEL SFA ' +42" • 1 ` <::` DW + 2r ::::; :::::6 DIM IP - .. ad'0 IP `Y``~f>..i 111 ' �" Z-- 1 / 1000W WALL < QY<"<> WIC V'I' UNIT HEATER >- . ,,,,,,,t,::::::::::::::„,:::::::„:: �- C ELECTRIC h ±: L 1 FIREPLACE _I ® TECH -1 PORT U N IT A I— — :t:-::: .1:Bedroom \ TECH I PORT Living ., I C I :1111:1!L € Q W L. C \ I.. 0 ' . TECH \ I V) '� PORT ® 3 Dining \ 1000W BBH . ._. i =�k'; / � 1 \ 1 wv.....,...„„., . . i, ,4,g___s 1500W BBH IEl WP €<x...x..<€>'I\ Deck s L } ALL FANS AND <><> "``` CLOTHES DRYERS AT z :,...,..„ THIS LEVEL VENT W THROUGH ROOF UNITS A 8iC B2 UTILITY PLANS O J w 0 ' 1 " 4 = -0" 1 / 2nd FLOOR LEVEL ® Z [IF W D o US- , Z —I a w n < a) 2 pm \us, H. o 0 BOB 0z _ lit lig w co, W U `..: LL w aELECTRICAL LEGEND < Air GENERAL NOTES ENERGY NOTES VENTILATION NOTES �/� THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED THE WATER HEATERS SHALL BE STRAPPED AT A POINT SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING RECESSED CEILING EXHAUST FAN I ' ' '-' vJ Z METER CENTER LAYOUT. THE ELECTRICAL CONTRACT IS SHEET D5. ..... --. L CO TRACT S ON A WITHIN THE UPPER 1/3 AND ,..,., .-. 3 A THE LOWER 1 / T E L WER /3 OF ITS MOUNTED LIGHT 50 50 CFM MIN, 3 SONES MAX, C ... VERTICAL DIMENSION. ALL EXHAUST .... DESIGN BULL BASIS. ELECTRICAL L D NSION. THE LOWER STRAP SHALL BE NOT EX ST DUCTS SHALL BE RIGID METAL AND SHALL ...» �:<::..1`' D S S L CTRIC E AL CONTRACTORS DESIGN , � DUPLEX RECEPTACLE OUTLET I M .�.;.'.`...,..:. » 4 ROUND DUCT. SEE 15/D1 I ELECTRICAL PANEL WATER HEATER SHALL ..... SHALL BE APPROVED BY THE OWNER AND SHALL LESS THAN 4 ABOVE ANY CONTROL WATER HEATERS E HALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER � d' S A S SPLIT WIRED (SWITCH TOP HALF) CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. CEILING MOUNTED LIGHT BBH ELECTRIC BASEBOARD <CONFORM TO THE APPLICABLE ELECTRIC CODE SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE 0 RECESSED CEILING EXHAUST ► ® :.::: v111.i_ REGARDLESS OF WHAT IS SHOWN ON THIS DRAWING. RELIEF VALVE THAT IS CONNECTED TO A DRAIN LINE. ELECTRIC HEAT INDICATED IN THE UNIT IS BASED DUPLEX RECEPTACLE OUTLET FAN UTONE QT80 80 CFM 3 HEATER ::::-<:.:.:: ...«;; ON 21 BTUH/SF OF HEATED AREA FOR THE DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL M 80 ':::' "~''€~}`-- THE DRAIN LINE SHALL BE DIRECTED TOWARD THE / MICROWAVE ME RECESSED CEILING LIGHT; SONES MAX, 4 ROUND SMOOTH T THERMOSTAT HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER BUILDING AS A WHOLE. BE INSULATED TO A MINIMUM OF R--8. O GROUND AND TERMINATE AT A POINT NO LESS THAN 6 IC RATED - SEE 12/D1 DUCT. SEE 15/D1 \■ ..) li a CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS AND NO MORE THAN 24" ABOVE THE GROUND. C SINGLE RECEPTACLE OUTLET / THAN INCHES TOP FLOOR EXHAUST FANS SHALL N SMOKE DETECTOR JOB NO. H N 36 NCHES ABOVE FLOOR. ELECTRICAL AND HOT AND COLD WATER HEATER PIPES IN S S LL 1 E T THROUGH ROOF. ® ...................... 208v R: RANGE, D: NG DRYER � ) MICROWAVE V WI 0 EN RANGE WITH BATTERY COMMUNICATIONS SYSTEMS „ UNCONDITIONED D HOOD TTERY BACKUP MS ON WALLS SHALL BE O E SPACES SHALL BE INSULATED WITH Mw OVEN/ RANGE ELECTRICAL WALL MOUNTED LIGHT LEC AL BO XES GREATER THAN 16 IN AREA � L__ COMBINATION,I ON 100 CFM 3 R SONES MOUNTED A MIN. OF 15 INCHES 3 INSULATION WHICH HAS A FLAME , '��>< NCHE ABOVE FLOOR. LA SPREAD OF DRYER ER EX T Q SUCH AS RECESSED LIGHTS IN FLOORS BETWEEN UNITS :, EXHAUST DUCT SHALL BE 4 RIGID METAL WITH A Q JUNCTION BOX SMOOTH '� OV 25 OR LESS. 4 OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS `r H DUCT. Q AUDIBLE SPRINKLER ... MAY BE USED I D] AYB USD FTHE BOXES ARE ! OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN BO AR IDENTIFIED AS r� DOUBLE TUBE FLUORESCENT SFA FLOW ALARM APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM I e� PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT A MINIMUM OF 50% OF THE PERMANENTLY 0.016" THICK. THE DRYERS SHALL BE GENERAL TECH PORT CEILING MOUNTED LIGHT {H~_ RECESSED HEAT LAMP - «}k«<<:; -_: 'I' NUTONE 41 STUD SPACES AND THE BOXES ARE TENTED WITH APPROVED I!N E 9 25 D S ACES THAN THOSE IN THE ADJACENT STALLED LIGHTING FIXTURES IN A 9410H, 250W LAMP S H DJAC T NIT. EACH DWELLING UNIT. NO L G , WINDOW ELECTRIC. DRYERS 1 DOW WITH OUTDOOR DRYE SHALL IN R L BE STALLED ACCORDING TO SINGLE POLE OL SWITCH MATERIALS INSTALLED IN SUCH A FASHION T cn THAT WILL TWO ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE MAINTAIN THE FIRE-RESISTIVENESS OF THE CEILING UNIT SHALL BE COMPACT OR LINEAR FLUORESCENT, MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. CEILING MOUNTED TRACK LIGHT CEILING FIXTURE. SEE 12/D1 AIR INLET SAME STUD SPACE. BOXES SHALL BE SEPARATED OR A LIGHTING SOURCE THAT HAS A MINIMUM d ASSEMBLY. THIS DOES NOT APPLY AT ROOF CEILINGS. THREE WAY SWITCH HORIZONTALLY BY 4 . EFFICACY OF 40 LUMENS PER INPUT WATT. WINDOW . .. ,,, ISERNME 2 WINDOW OUTDOOR AIR INLETS SHALL. PROVIDE THE HEAT LAMP, EXHAUST FAN WALL UNIT HEATER SCREW-IN COMPACT FLUORESCENT LAMPS COMPLY �� Pe PUSH BUTTON EQUIVALENT OF 4 SQ. IN. NET COMBINATION RECESSED :::<:::::;<:: SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY Q SQ OF ET FREE AREA. CE SED CEILING INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF WITH THIS REQUIREMENT. DIM. DIMMER SWITCH FIXTURE - 250W LAMP 50 CFM VTR VENT THROUGH ROOF STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT BACK-UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE PHOTOCELL SAFETY SENSOR LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. TIMER SWITCH MIN., 3 SONES, 4 ROUND DUCT. ::::»::f<: BE GREATER THAN 16 SQUARE INCHES IN AREA A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED SEE SEE 15/D1 6 FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE ..-.::'y,-. DWELLING IN WHICH THEY ARE LOCATED. SHEET ORDER: A S D ,,:.•- . _ 99'-8" 49'-10" 49'-10" / 4'-4" 12'-10" 10'-7" 11'-3" 10'-10" I 10'-10" 11'-3" 10'-7" 12'-10" 4'-4" 1 I 12 SW6 (SW6) SW6 SW6 12 SW6 S4 - SW6 SW� S4 GI/VD f 1 / -,m3okwvMYefkaIW.M-soraIeo:.-m-. -,+--. . 1 0♦ i I ° I 0 I 1 _ ♦ 1 . ♦ ♦ .. ; r f„ r .r. -- 3 -6%2" D2 I SW6 •r _l. I I S4V6 SW6 1 I " •" SW6 ° D2 I- -I D2 r_ \4THD \1 4 STHD141. L -cv --- - J ;ISTHDI4, STHD14• L- w _ -6/2 D2 I- g s ^Y :` 3 :v 3 �- I al I 3/2 CONCRETE ;N I •I I• ' .I I• 1 I ;N 31/2 CONCRETE I ® I - N PATIO SLAB 1 t k i . . . . . • . • • i 11 . . . . . . . . . . . . . ./ . . . I N �__ --- - -� � PATIO SLAB \ 1 =d 0'-0r' I =N I \-STHD14\ ' STHD14 , STHD14 1 .N I I \ I STHD14 STHD14 ll A/PeAt 3 I \ , o o, 3/4 Q I 1 S STHD14 1 334 rn v" I 1 \__D2 -4 d- _ 1 I D2 � GW.6 4 -• i ,AARD J. Ipi., ivr, to J • I L• _r_ . 2 SW6 .r I I I _I L-- �. I SW6 r �` ° »I • HDU2 0 21,_g�4„ 21,_g�4" o HDU2 • o© 1 -0 -I 0/ I/ , I r „ r n r » , n I J • B1 " 1 , /Ill /D2 I 6 -4 / 3-11 2 5 5' 6 -034 ' 6 -034 5,_5„ 3_11%2 6,_4» ; D2 \ �� I I I OF °14 _ I f I I ♦ ♦ I z __ • • 31�z CONC. SLAB I 1-± J--� I ( I �- -� 3Y� CONC. SLAB L. . __ � I— E -1 .I- OVER 6 MIL. I I ;-- ♦ - -1-1- - SW6 ♦-- '- - ■ - I �. f I II W I I I .1 l +- —I- OVER 6 M I L.N I : o VAPOR BARRIER _ ` `\ \ I _-- I I I I ___ / / - v VAPOR BARRIER ; I 1 (/ LI.1` SW6 . I I I II 1 / J - 1 I. I I L - I r, ♦ r ,I AND 6 GRAVEL , I d , / / AND 6 GRAVEL SW6 _ p_ V Ln J I N I \ I I \ 'N L I r- rY I / in i 45 N:\\\• I d I I SW6 I I d I / 45 I. �•- Z - _ _ - _ • -1 \ N I 1 �, / I o 0'-0" I i \_ _I I L .� m 4 J ( L_ 1 o'-o" 0 1 U = PO I L-,. 42"x42"x12" m 10 I -1 I S4 r , I 10 » ♦ :� » 1 Z (/� M �r, 3/2 » S4 2 -- - - - 1 I I - - ♦- -- m 42 x42 x12 ; r-� 3%2 in - = r•CONC. 1 0»1 • 3'-7Y2" g -5Y4 THICKENED SLAB D - ___ 1 L _ _J L___ ____J ___ -_ D2 S4 THICKENED SLAB 9'-5)/4" 3'-71 " • I '_ " CONC. z Q SLA / I/ W/(4) 4 EW J I I- I ( I r I L W/(4) 4 W 14 / �2 /I1 0 o to ~.[,_- I BOTTOM -- - - - - - - - - - I -� I I I I BOTTOM I ; I / LAB - Vl I-- SW6 i- ♦ - - - - - - - - - - -- - -� fi l L J I fi —I SW6 L 1--i r - - L J I I- ---I 1 w �' -",..---+EA • 1 , 1 ♦ --� ♦ 7 Et _ r 13,_0» c1 I 130» HLiII Cy. 1 I- , 1 » 1 » r „ 1 --J =7-5�4 7-5� .I 0 -0 - 4 V »1 , 2'-O" 3'-'10” - _ _ 7 I . 2 2 I 2 � �- W 2 3 10 2 2 0 1 / / / _ _ / •I /I x I r-,,,, - N -1 ,__-- ...L.- --.:-.:� 12'-2Y2" --- --J L-- - I ( , ° �� - ----�• '-- -1" �-o F-- P 1 _ W o N 1ç0J I- 1 12-2�2 -1 <:- - -- I rn I I `1 - ` JLI+ ♦♦ » •I ' N S4 SIM. I I -�1\l o 1/-t'- SIM. S4 N - '_1 J \ 1: n 0,-0» \ .- Lii ( : 1 (SW6) r'--� , co _r-� 6'-0" , I 6-0 �� _ SW6 1, _1 l _� CO dr E i r _N e,..---..- 1r N \ .:.:::::::: Ani.::::::::. � 1 _ 1 7 � I ,II I II II, � 4 � 7 -1 r -N i� 4'-1" 1'-10" SW6 0 _Q N I I D2 01-0" D2 SW6 (Y-0" -0 :II ` I II II. 0'-0" (SW6 D2 0 -0 D2 I 1 r\ Q -Q SW6 FACE ,, » » I I �, .... -10 4-1 `' / / y I-j I A T o :L_ SW6 -—-� I —----—J. I I � t OF y 1'tikll FACE AT \ -�, OF 4„� CONC. FILLED IJ I I DOOR ;N •L_---�---- , J; I "or .:.x:.:IL DOOR I Ek--*1 I 4"D CQNC. FILLED STUD 1 'N o\o S6 STEEL PIPE IN 1 STEEL PIPE IN S6 �o\ \_I I STUD „ » „ 120%2 ♦ . V �, _\71 LJ ___ 12x12 x12 / 12 - L ---J _ -1 12"x12"x12" L---J _ _ N ° '-7 SIM. _ SIM. - - - L -� THICKENED SLAB I I S4- 'N » SW6 S4 I THICKENED SLAB ` ` r * ` o0 I 3 �N FIN. HGT. 36 0 -0 3Y2 = �--r --. . . . . . . . . . . . . 3 I = O . . . . . i . . . . . . . \ CONC. FIN. HGT. 36 \ I o -� '12 .r-------�, N I N ,�------,, I'-I I,. 1D2 S4 ; 1; ' ' ►n SLAB ' ' • I• D2 I �r � N :;:. E I ::II;;::J a ' 0 0 1i _ o I OVER 0 0 I ..�.. I I I " I I (.9• 3%2 CQNC. ♦ 1 1 'N I N }: I I L`_ _�J I I . 1 . `ki I _ 3/2 CON C. I • . I ' 1 R V _ I GAEL Z N Z SLAB OVER 61 I N I -N -- T .kk:: \ \ LAB OVER 61 » o .. r 0 �� f_ I I • MIL. VAPOR I• I I 3%2 CONC. SLAB I I -co°O I i 1 I ° . MIL. VAPOR 1• ° I I L"J I oo : BARRIER AND : -co - 3/2 CONC. SLAB 1 ® _� ® J v- 0o OVER 6” GRAVEL I I I OVER 6 GRAVEL . BARRIER AND I. oo I I ` L---J 6 GRAVEL I. 0) IN GARAGES I I I IN GARAGES 6 GRAVEL • a. SW6 i 1 2'-0% ' '-11,%" I 3'-11j" :'-01/” FACE �' • 1 1 J • D2 y /I Z x»:: • • 2 2 2 OF I, W6 «. :»:::.. . •'- J• I I --� L---- ---J L— STUD • ' ' •L_ - Q o � ' I L I I 0 CO 3 S'• I � • � N. N I ( \ r-- r • • • . .� Li i 1 -- -�-12 I I I 7 SIM. 1 ' SIM. TYCAL 0 I 4'-9" S4 , I 1 S6 _ ( SLAB OxfiR6 cp I I S4 9"Lo / D 2 iii _N MIL. W Z ......... ....... -- _ •D2 I T I ( I -- -N BARRIER AND r- o �- LIE' I 0 _0 ' ^ I 0 0 6" GRAVEL ; I I -Q I„ , r „ , „ , � O I 11 -7�4 ( li - �2 I 11 -134 I 6'-0” ' 11 -13/4 11 - Y2 I 11'-7Y TYPALL I I -I /—1 / x 1 { .� / / 4 -, POSTS 1 k 1 LL•I I ik 0 0 _ _ 0 -0 I » „ I. 1 -4%2 STHD14 -4%2 -41/2 r -41/2 2/2fl STHD14 -4/2 1 :,...>:`` - SW6 1 » SW6 L J L J J J L _4 4 I I I r ° -- r ` l _—_ I J -4 -4 J .. D2 J U STHD14 STHD14 STHD14 _ STHD14 STHD14 STHD14--.-N I tn d' ® Q 'SW4 cI ::: __ ' d --D2 SW4 p2 I 4 N ' D2 N S4 rn 2 (SW4) ® '>} xn=. D2 D2 I----I I----1 LJ L4J II TYP. 1 I --� - - - - - 1 1 S J - - - - - - 20 I I I ' Q" T " - - TYP. 11 -9 10-11 11 -5 5-10 5-10 - - ' - .}}4vvvtv.....l..i~~.....~~....,[/4 %2 /2 )/ I /4 11' 5%2" 10' 11 2" 11' 9)4" CO V Jr'1'-10» 8,_3„ 8,_3» 1/ » r „ , » » 3,-01 „ 3' 012" 3'-0 2" 8-3 1 -10 1 -10 8-3 3-0�2 8-3 �2 8-3 1 -10 z }. / , 4' / .f .� / / I • • • • / / • 5'-5i2» 34'-6" 5'-6)/r/ 5'-63" 5,_51 ,I D w , / / 2 2 / 34'-6" �2 , 45'-6" 45'-6" / Z a- 91,_0„ ® 0 / J w U ® > Z 6 - PLEBUILDING w FOUNDATION PLAN N o c u) 1/4".1'-o" Z ° w Q A\ "al ® 1 O Z � FOUNDATION N NOTES U L = ....•., OTES w *.,:..ky:��;.� „ 1_1_ _o 2 :l{ - +33 ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE LL C/) 0 WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. w +20" FINISH SLAB ELEVATION VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER - ;1v:::;::>::::;>:: FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% �--�•-• • • FOUNDATION INSULATION MAXIMUM DRY DENSITY. CO z SPREAD FOOTING TYPE - REFER TO BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW (9 0 SCHEDULE „,:::,„,:,„,„::::::::... ADJACENT GRADE UNLESS OTHERWISE NOTED. �') °* SHEARWALL TYPE - REFER TO 11/53 FOR :,,::.:., ® ANCHOR BOLTS REFER TO SHEETS S2 & S4 FOR 0 TYPICAL FOUNDATION DETAILS. CI) Q HD # HOEDOWN TYPE - REFER TO SCHEDULE 9/S3 .._..... �� REFER TO GENERAL STRUCTURAL NOTES SHEETS Si & S2 FOR €<I>.:::..;. ....::.. LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. 1 PROVIDE TIGHTLINE AND RISER BOOT JOB NO. il�:ii~.: y > CONCRETE WALLS ARE 8" UNLESS NOTED. " ` F.O.C. FACE OF CONCRETE 0812 STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - SEE ! Isi!ii ! DETAIL 10/54 PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL BUILDINGS. A J SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS (SHEARWALL SiNiiiiiiii EXTENTS). REFER TO 5/S3 & 9/S3 TO DETERMINE WHERE liiiiiiiiiiiiiiii HOLDOWNS SHOULD BE PLACED. THIS IS NOT A PLACEMENT PLAN. 7 :,.„„,„,,,,., 4,„„„, ..,.::::.„:„„:„," .....:::E.,,,,:,.::.:„.„..,„... SHEET ORDER: A S iiiiiiiiiiii DUCTWORK IN 8 FLOOR FRAMING STHD14 SW6 STHD14 STHD14 SW6 STHD14 S4 i " / i 4 . (2) 2x8 HDR D4 S4 SW6 SW6 = SW6 SW6 T I o_ I STHD14 STHD14 STHD14 I STHD14 STHD14 v STHD14 = I , t.?y:. . r (2) 2x HDR (2) 2x8 HD ,, as.3 a M i 4� Y-. ? •' ssssssisyos®_ },s .. �.... s s s I ►mil -wa'�•:'•'� .k..,.r. .:.r''f I -.:.[•:...''`�• n§a:.:a.:� R' ) 8 R ri, _®s . _—'_... _ _ — _ _ ' 41 € o / 1-}'4 , EE X NiLL.€ S4 SW6 r }.„.„._.... .44,0102-",,.„:„......: ...... € I o N N torso ...,.„...,..4::„.......,.,,,,,*::::::: ...., ,.,, • ,6:1;5!..: c>.1i. I �. 4x8 HDR _:,._ . ( k A/?(, . ® in HDU2 .I U 6x6 F* = 4 4 f zIE OST '� x € I D4 S4 r At v°I x } (Ni I I 1 ,'�NARD J. t SW6 r v S4 „z,,= i J I 2) 2x8 I-DR ��^�--^ 5�/8 9 G B F: m ' .-1 i c‘o w 1 (n \ [1 (- \ w 1 HS � il c \ I”' J ` _. I N o w LIJ fa:$I S4 I ! Z re 1/4- 2 2x5 HD € SW6 1 ( ) _ F?S 17( _ � �_ � 5/89G F. � B _ - - - — — 6x6 POST (/� €� » .--Y S-.`w- ( f7 t I ,.. 2x8 DR - W/ -P C8 6 : , ' t� 4. 1 ) I u %axe GL: r Z (n M i i 17; --14-4- :.-14 -t--- , I z 1 , i O .... .i. ,„1.1 , 1 �� I I 1 io_v) 01— 7 1 1 1 i 1,: m � H I.L TU T I - _ 1 I 1 € 1 � '° ° a€ I� I C';'?'• 1 -fl ,,,,, 1 '-; I ir°)it i CD Z 0 € , ‘2,-1 h\i,, c7) • , . . 1' i 1 i__, I ,i_.1_., P- , _ ._....n. i I SW6 _ <" � - 1 - €€, f. I II STAIR FRAMING 11 0 Q r J in „„, • . _ „,,, @@ I W g K � , 4x12 STRINGER N� € I SW6 E I. �. �,; I , ., I- .r f 1 _ 3 µ s` v. 3 1 }�_ j I t ��I - ( ) 2x8 HD 4x8 HDR 2- r 4- '• 2 ,. uwt r. �, ::.r✓, -':x•r .._....,,,�.- 3 - - -- - - - - - 2 R - -®-®. ,r1,,,:.1.,.,,..„ 4 �•':.v:...?. •;.. ,. A ism.. J } Tip's'• �.^.- $a'. i g �?+� {” ^i7 .n:l"" y-...F _ O - - - - - — ,-.,..k. i , r .„,,, , . ,___ _ I Eru) 0, to O A 1- SW6 ) 1 SW6 z.- + I I :.=. © _ ) I 1rs_t_4_` 1 i a N 0 CO I SW6 I€ I S4 l � 1° o o J g- - - -il 4x 10 FB = I �, I ! `�' 1 X O <>< }}>>_<_, Lit =gk. ; . v ..A..:� ..ii -® _ ®_®_®_®_ - < < < < <<}::tt it. {q ml STAIR FRAMING jl�` S4 I - _®�®_ `' 1 ,J :z€ -{pii SW6 _ <Y> Y LL r oo 1 m14x12 STRINGERS I° 1 L 4x10 FB N " r I `. AT WALLS II € c \ z _i__ ..1 4 x 10 F B x I :.: . :.r<?}Y` li: ® i € N I O i € a I 6 3 2x10 ® 16" O.C. F r Q w c, € SW6 1 6 (TYP.) U.N.O. Q Y _. �.»»,_._._._...,.».» » = S 4 AR 2x10 @ 16" 0.C. e V = o N x `:- ., , 1, 1., --- ___ € X (TYP.) U.N.0. " 0 1€ € 1 1 =, 1 �, o' 3 , I 1 lu... __12Lx_8 FB,. I° ® :.. :.:,: KY 4 ;I II ucr 1 x .:a mf, 3 1 to 1 �'' I d-F I � :}}Y..::}, 1 a +1 1 I, i 130 x E J Z ti: r,. _€ € I 4x8 FB N Q =` < I --- �- 1 .im.........,.....„,.................. SW6 - -- -- Q :4 € DGE I 1 J .. _ . i 1 pf ) E R D 3 3 YY rat-. ... .Y _,,......._-.. r � S4 D4 !±i } I 4x12 HDR 4x12 HDR ...x.. »..,,, 4x 4x12 HDR R It STHD1 THD14 STHD1 THD14 !. - t.L.L.1 x CO � II7 ITl fTl �� i :' ' ` � � � _ ,,,,.____ammo=s ammo,as miss im mows Iwo wil■IIM 1111:11i SW4 SW4 \ 1 0_ O ---1 „Ti_.,_ IN•1111101111MID ••••••••11 MS :3 4x8 HDR I 6x10 FB eir�� I °�- S4 :,p 1 II , ,.,„ I }YYY V X X O 0O N `rt, , ;' r - _j 8x8 POST �;I co El d- V/ xl. fir; 1 : r �- '1}'.} ( YP OF 1 ) T 6 Y 9 . e MIA :#:v,vYYtiv`vxxx 4x10FBPT �Y• ":Y:�:YY YY:Y,}Y: 2'.- 77,:.:ii, ;:7:.:-i-:,::,,:. -'.ii ,:.--''''''''' .. ,,,,,::,-- .4-4':''. ::::,..,:::: a }Yi}tiYti}Y�Yti1}Y YY}YY , 6 PL BUILDING {:,:Y 1st FLOOR SHEAR AND 2nd FLOOR FRAMING �— , --- , 1/4 =1 -0 BUILDING IS SYMMETRICAL ABOUT MIDPOINT Z :..�` ::Y kyv, Z a- A 2 O .._. J 1 w U :::.:,..,...: 0 ,:, > z SHEAR WALL NOTES FRAMING NOTES O o c c� }}Y .. { 1 I ,. 8 w Q 2 2 }.gym UNIT (_ _) SHEAR WALL TYPE REFER TO NOTES BELOW. „ Q TRUSS SPACING: 24" O.C. - TYPICAL �-- ' FB FLUSH LEGEND U Z _ _:-.?:YY.}}Y:}. 2'-0 II is SHEAR WALL- REFER TO NOTES BELOW. W tev..z - ::„::::::„„.,YYQ„„.::.„„:: III HDR HEADER ® }#'}YY:;;: III :1 �..�.., I- 111 1111 FRAMING MEMBERS (i U 16 r� HD# HOLDOWN TYPE - REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES 01 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL Y '~ 8' 2�6 TYPICAL ROOF FRAMING CONSISTS OF 15/32” OSB WITH PLYCLIPS OVER }} -11 A.F.F. ... ::= - - - - - - - - - - - - --- SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD „ YYYY:. �' � � PREFABRICATED ROOF TRUSSES AT 24 OC. ` � OVERFRAMING - ��_�� _ - 2 N WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH =y SEE NOTES TO LEFT /� -�-- 2 OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4” T&G PLYWOOD OVER 2x10's __ -"Y``''"' SEE S 1 & S2 FOR R "`"??Y tikjy REQUIREMENTS. 1` ? YY`Y `Y>;--. "SW" INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER ��:y ATTIC ACCESS PANEL } HANGER PER. TO SHEARWALL SCHEDULE ON 11/53 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d@6” OC AT PANEL EDGES AND d' 'glib: STRUCTURAL ALL EXTERIOR WALLS ARE SW6, U.N.O. O NUMBER OF 2x STUDS GREATER O .,,7, _ 1 p OVER SHEARWALLS, AND 12” OC IN FIELD. �o THAN 2 (AS POSTS) AND SOLID :x;.r ( I ::,::: HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS ® ....,,I .'` " `.-"`° 2 s - .• MEMBER POSTS. BLOCK SOLID }YY}: BEAMS E BLO SOLD _ 10 , -�� --` • -- - -� B MS (L SS THAN 6 IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER }�<. .,>.t. I 2�6 .., (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING YY DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS SUPPORTS BELOW. 1 . THE FOUNDATION. BEAMS (GREATER THAN 6 IN LENGTH)TH SHALL E - NOT A PLACEMENT PLAN. ( G ) S LLB JOB NO. ....«.w..•...>{.. ,. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED F _. DRIVEWAY GARAGE TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/S4. INTERIOR BEARING WALL �`}}` 0812 SEE 13/D1 FOR PENETRATION ` OF THESE WALLS AND FIRE `` ' ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE _. SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION. }t -' :€_ FLUSH BEAM AT DECK REFER TO GENERAL STRUCTURAL NOTES SHEETS SI & S2 FOR ADDITIONAL ::,:, = ._ , to REQUIREMENTS. {};: : ,,,,,,, ,.„, „ 1 1/2" = 1 -0 SECTION } } µ SEE ROOF PLANS FOR VENTING. y:�}" FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2' x 4' HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES :Y}Y:.=`�...YY...}��}Y�`�' AND DETAILS FOR NAILING BLOCKING. >_ }< REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Y...K%> " SHEET ORDER: A S D -Y>' PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR 0 SEE DETAIL 1 BELOW FOR THESE TRUSS DIAGRAMS OVER BEDROOM. SW6 SW6 r 1 -i I GABLE IEN I TRUSS I Of) SW6 SW6 SW6 SW6 —1- I - 1-- -- -1 ;Yd . H 1 ,.. 1 x n ., 4x8 DR ®-®D o g;. xgg nrn;,; 4.•:.< F ...n..::.:14,11 E r . . n sr• hJ {i J (SW6 SW6 ` �' J— " t'23'.. 4x8 HDR v.1) t . J kr ,, 9 r SW6 x� f 1:::::::::::::::::::::::.; J. 0<' ,,. ..i , .. a: ,., ,,. .., -I- 41,14 ,, SW6 — o I ' , T, n,s '40.E` C D .. I I 0 � +vry i y' • •'- FURR CEILING TO MATCH \ � 6%—} � SW6 ��®��►®�►��►, ��►�®4��w s:, LOWER CEILING Ll h'G HEIGHT 04 k I 0 :..: GT 1 I I V) W I-- - •B2 i•� � 2 I I � /�/ � ,. ,i„,„„_ , ...,,, : i • 1 1 , , 1 . „„,„, ._. rtr `SW6 , I I � � 1 .�... _4 , ` Z tn P.4 1 Ji it ff 3 I- i E a a Z le / ,../.% IF { $&c _ .' I LI 3 5 , 22'_0, TO FACE JF TRUSS - t �' k , D4 I f— — + ; 8 , I W J k Ix W i i 1 k k J W € �i' Q I W to_ o ,---2 i D I , o k E .. m I H ,(: ) ww.a: - _ - - i I Q 0 0 > /lam ` ! i I € t j L. 3 I (- CC —" W I 1 1 4 � 1 k � � fry �t � � k I I 3 � ._I N SW6 I � .' `r,; I I o 7 1,'-:',. k I- e- (J.� I. SW6 3 I.,, jl ? � � SW6 I D4 J _ S5 0 1 F•-, : [ k��'{' +,y�'y i INi `� °3 0 1 n v CO k i v .:.r:..-.1_s ,`�+. k :.•n. i 3. :... : ::_ 7 ....: .. :- 1.:6..'v .. .: •}i 2 •.,:i ......X:X ,3.:{•_ .}K:, a,.:.vim k .. .. 's��.,,+++:��...... o-...,< t�s r�.;:.�,.o?.�I. ✓.,_.. JJ�...y.<.1:, :. :?.v�{Y:�li,..:_.. ,. �$:.. i •. nJ;X.: a..-.. J .....>..: ��.,:: ,, J..:f:-£�'•°2 _:s k a ?$';{., x..:.1: ... nwd06..a.: ,--..fad-:..Fi:✓.:.:. ..:..�•i��f...J..�n:.. n .�:. eW.ss....< JJJ: �. .OPn_ ...°4::,...rv:.�� ,:eWrt�:x:c:.n .S!:aA.dw _y...� :e4 ✓��. ..». Z �... �;.� rs' f-=•_.-.-..:- {f.::s• rr.. -::Tx, .: f.r ,..... ......,o ✓.: ::.,;...{• ,a .....:. J 3:i•J _p� .... wJX{ F JJ3^ ^F..:X J' YJv n _ _ W : pis:• ..a.Y.,�`r'.: ..7�,, .J..k. .•�{ .?;r/...,r .J�J::.. .................................. ... ...... .. ... ..�+` .v :.!.;:..::1'fr:::!.:.::: i �' W 5Sr#.:_:::..$e......1... h�.... �au... _��...t�,. i 7�........ ..... ....._...{,......�J.. w,.s.._. ...:$..{._t.� l_./:a� . .._".' ..f. 4 v r t x w. ��^' o- .K y ! k f w 4 J 2 DRAG TR S Z. � i cfl °I£� 2 W k Z 2 i (1 3 h 1 f I .x SW6 k 1. I v ; J m i 1 I 7,) 3 ,w. ( SW6 f � • m_1 g rI t D4 I D4 i -_°_-^ •{'_' ' ,. - ._. '. - -s , , , „ , , . , ,. ,_.:_ I CCaaa C � � -.'•:v:._u.s..vh{s.y.. k?vk�11s-,� . _�'' +f">'J�.k. ,C I1. » -.....- »»_»» ._....... - »v.. ...v v.1:.� , i M , ., ,, 4., ,' ,' 7. ,, . , ..7 , :,. 1.-: a I 1 SW6 ,: ,... -t.____- ------------3 dam- :. ;.�_ - - : ilialse c ::,,,.,.: i „I Li,,SW6 `l �� . ,..::, x N - k n 0 f 11`>:i:.. w ,..,:,„„ , a' T E Z O t•{, . . , , .. , . . .. ,/ �o� _ i:. k SW6 { : ��` Q }. . _ {: e 7-1.--,----,-:: 4 A ... .„.. 1 :,,,,,i, 1 {# 1 Q LI Q .... ..„ .„.„. ,.....: SW6 - t k I :::.:::::, ,,,,,J.:,,,,, 6 onall r_ D z �� CO 3 0 0 ., 4x8 HDR j -_ ' 1 ® 0 Q :: ' • • � - - _ o SW6 / 1 ® o (.L ., 1 W _� "' SW6 / �: >>�:: r ) ---- --- J LL Fisiingaill wv.:48,124111111 I . I �-1 1-7,-.. » = 3 I C 1 t 10B GABLE END TRUSS 1 I (0 N O _ SW6 SW6 6:‘,..•g,'S-A D4 A + b a 1 I 10A , kI. D4 J I o I Q 11 SW6 SW6 10A 1 X I 1 I d' Li D4 (0 ►/ I - GABLE E(I D TRUSS 'I 6x6 POST I 1.19111 ,iii` F'i~k' 6 - PLEX BUILDING 2nd FLOOR SHEAR AND ROOF FRAMING NG PLAN � ik::�:.:� .�� /4»_1,_0» Z . BUILDING IS SYMMETRICAL ABOUT MIDPOINT W -1 <'�-' ® 2 Z a. — 0 J III SHEAR WALL NOTES FRAMING NOTES w 0 I 0 > Z k{ C SW#) SHEAR WALL TYPE - REFER TO NOTES BELOW. ® O (/) < € >€<_ TRUSS SPACING. 24" O.C. — TYPICAL I o J FB FLUSH BEAM LEGEND z W ::_ SHEAR WALL- REFER TO NOTES BELOW. ® Q '`{ HDR HEADER I– O 0 9/--- HD# HOLDOWN TYPE - REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS FRAMING MEMBERS, U Z _ << 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL INCLUDING ROOF TRUSSES w >:<:„,...;`>;: II TYPICAL ROOF FRAMING CONSISTS OF 15/32” OSB WITH PLYCLIPS OVER _ 1- «_ DIAPHRAGM APPLIED SIDE .. SHEAR WALL D RAGM HALL BE A PLIED TO S DE OF STUD PREFABRICATED ROOF TRUSSES AT 24 OC. � OVERFRAMING (1) 0 ��.� :: WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH MATCH INTERIOR TRUSSES .. kill, SEE NOTES TO LEFT W OPENINGS. / �__TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's Q --- GABLE END TRUSS SEE S1 & S2 FOR REQUIREMENTS. ' I >( I ATTIC ACCESS PANEL I— i'-' MEM SW INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER ,e-__y �^ 8'-21/2" PLATE HGT. " v l .•:x11:= TO SHEARWALL SCHEDULE ON 11/53 FOR WALL ATTACHMENTS. Z . / NAIL FLOOR AND ROOF SHEATHING WITH 8d@6 OC AT PANEL EDGES AND ;•:»«�::; ALL EXTERIOR WALLS ARE SW6, U.N.O. NUMBER OF 2x STUDS GREATER :«>`->''```}'`'v'41+ 10'-11" OVER SHEARWALLS, AND 12 OC IN FIELD. O __a._:.::: A> ,� . ® THAN 2 (AS POSTS) AND SOLID -; ><:':- -<: HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS BEAMS (LESS THAN 6' IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID Z d- (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO 12 12 AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING 0 < DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. T 6 6 NOT A PLACEMENT PLAN. J SUPPORTED BY 2 TRIMMERS AND 1 KING T `' "' NG S UD MINIMUM UNO. BUNDLED TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1 S4. INTERIOR BEARING WALL. INTERIOR TRUSSES 9'-6" BOTTOM CHORD HGT. / J SEE 13/D1 FOR PENETRATION ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE OF THESE WALLS AND FIRE JOB NO. 8'-2�h" PLATE HGT. SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION. t1 1 r 0812 v :::::::::: :::: L-- 10'_7" if INTERIOR TRUSSEF REFER TO GENERAL STRUCTURAL NOTES SHEETS Si & S2 FOR ADDITIONAL .fi BEAR ON SIDE OF REQUIREMENTS. `>{>_ GIRDER TRUSSES bill' I SEE ROOF PLANS FOR VENTING. FOR OVIL S3. PRODED x TRUSS DIAGRAM HOLE IN SHEATHING ERFRAMNG SEE FOR ATTDETAIIC 2/VENTILATIONVI. E SEE BLOCK STRUCTURAL EDGE 2'NOTf S AND DETAILS FOR NAILING BLOCKING. RESSI / ELEVATION REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. le.1.71E1 ........_,... PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR 9 _„....,,.. "__. .,.:::,:.:,.:.,::::::„..„ ,.:::::::::., ...::,.:.„,..,,,„ REQUIRE PROTECTION PER 13/D1. SHEET ORDER: A S D unkii i riti'A�i" mitan!"-- mata.- 20 20 � r: ivy:- ,x �4: 04 16 p4 ,:��:: 16f� �f D4 1 T I r- I'MN 17_ I1 jilL 4 __i r r 1 --, 11 T 16 r D4 �1 I I : I I i 1 D4 AARD J. .i►: 1 T I 1 RJ I RJ I RJ RJ I RJ I W IP a I o OEM J I O 1).i%' 1 (/) 20 • D4 20 / '1 I lar.'- 2 I r :`) TT M 1 iQ1 F- Z • I d 0 ---i 0 < I° I z 0M O , �. � i Z - I Q r z I II I z O (n I- • i ut I- In I \ — . © - ' .N` > U '� D4 `' W W W 44 Ni" C19 �' (n W D4 _ D It W/D i W/D V L. L DRYER DRYER [J < '- � (t) T Ill I 22_0 _ � _ . ❑ � JN + n 21 LIN. FT. RIDGE VENT RANGE BATH I BATH RANGE 21 LIN. FT. RIDGE VENT n r W �' t v -I ❑ ❑ 18 • 18 ❑ ❑ F t Z v.- m `/ D4 D4 I � W 20 Q 2 I 23 LiN. FT. RIDGE VENT 23 LIN. FT. RIDGE VENT 20 I- n � n I Ce D4 } I •• } D4 Q CO J �, I _ 0 RJ • I » RJ : <. O x;: o I o 112 CCCCC Zo BATH BATH LJ \ l L A ` / D4 ❑ ❑ 04 �� L J ini�ill III 12 20 r■■®..®..®..®..®..®..®..® .®..®. - ..®..®..®..®..® .®..®..®..®.. I ..®..®..®..®. ®..®..®..®..®.. I.®..®. ®..®..®..®..®..®..®..®.. x_< `<` g 0 12 D4 D4 ❑ ❑ 4 /• D4 RANGE Q D RANGE DRYER DRYER I 6 D4 I D4 co m D4 1 W/D W/D 1 D4 W o C• lit BATH •..®..®..®.1 .®. ®.. I I- N BATH B Q .. x' AREA 1 ■■� ❑ AREA 1 N ..®..� o x<- Q UNIT SEPARATION 9 ``.. D4 FIRE PARTITIONS D6 IN ATTIC 1 D4/ 1 0 Z it I g11::: I --mil I,12 111 UK Mill �-J RJ °� © > RJR ® aJ 3 A11111 o Lu ▪ D4 - A1111_ • o 1 . X 0 O ilit O 1 A RJ N N 1 �- : D4 " > � RJ 1 I O «CLASS C COMPOSITION , r w -04-1 8 SHINGLES THROUGHOUT k 1 _N N'�j 18° 20 I D4 11 20 ;x,, D4 I � H I! D4 D4 MEW 20 iii.- T -1- T 1 1 pr jr I D4 I I 'i Z 15"I 20 `` D 4 ! `x<>:::: I I 11. VJ .::::die" < - > 1 > 2 .: 12 D w , D4 EAVES ARE 18" UNO 20 BUILDING IS SYMMETRICAL 20 RAKES ARE 12" UNO Z a- D3 ABOUT THIS LINE D3 SLOPE IS 6:12 0 J 6-Rex Buildings ATTIC VENTILATIC)N CALCULATIONS - w 0 6 - PLEX I o z e Venting ® ' 1 Attic 9 Birdblock Vented Low Roof Ridge Actual Venting Provided ROOF PLAN w Area Area(sf) Ratio Vent(sq. in.) Vent(LF) Soffit(SF) Jacks Jacks Vent(LF) Lower Upper TO 1/4"=1'-0" ® ❑ c (f) A 904 1/ 300 434 18 32 20 232 240 472 Z J 8 w B2 1150 1/ 300 552 38 3 44 241 528 769 Q � �` ANEW Area 1 144 1/ 300 69 24 3 58 150 208 ® 0 0 It .,-. Oi ill oesit L1_ 0 F=- :m:::::-;,..i.-:.::::--:::::.::::: u.. w 0 1"--7,5 ,.:,. .0. w cc .00.,:.:,,,,, ROOF LEGEND MEM RJ ROOF JACK 50 SQ.IN. NET FREE AREA v) Z €.< < a > 6: 12 SLOPE INDICATOR 0 D ._„.„.„1„,...:.,....„..",,,-tr. cam ' ------ BUILDING OUTLINE Z d- ...::�` D Q x-°°°°- EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA ii:: • : RIDGE VENTING 12 SQ.IN./LF. NET FREE AREA 13 esit,s,:] _______ UNIT SEPARATION AT ATTIC x GUTTER (DOUBLE LINE) JOB NO. .x~~ `' ' ` y DOWNSPOUT LOCATION 0812 } fAVENTED VINYL SOFFIT �� _ 5.9 SQ.IN./LF. NET FREE AREA MRS A ,..--..„--------1-1 „:,„.:,,:,,,.„,,.,:::..,„,,,,.,:.:.,„:„.„.: :„„„.„,:„.„,..: 10 „.,,,,,,,„,„.,.. -","„„„„„ ,k,„„„„, „..,,, SHEET ORDER: A S sionimi it wassutrosztrr.,27::.°,- :-:- Ili :':::::::4.7::::7;:s.f1;:r.:,,'It.tatiw.:..!,... .!.."`„,:w11:7•%,t1-'. c 440 A �r o 0 ;�NARD J. .; O iI W o0 a) • - � I �- o j 6k) J V) OF A B / 1°- Z All All • W (I) W I- � • a: C1 I-- Z v ViIO Z = U, M z Q R gm .aie, O (1) At■I■■�r■•- AI■1■II■■\.. .duu■u1■n■m.. .111■n■1■111m.11. V) I ' .i11■111■1'■'ll■1'■111111- .Ii1111111■11'■■1■11■■11•1u. f - .�111■■Puu■nln■■m■q■111i.► .■111■Pnu■n■n■n■Iq■11111.. 1■1'1■1'I 11'■1■I■I I■I'1■'ll I■111'1■I ` ' 111■111■1 1.11■1111 III■'1■1 1■I!I■■11 • V 1'1111■■I 1■11111■ ■1'11'.1 I■111■1■I R\ w It mA■ I I■111■1■ 111■111■I ■■1■■11 _, 1111111■I I 1I. �' W W W - 11.111.1 1■11■'11 11■■'1■1 MI 1111111 I■pig■ 111111■111 1■11111■ 1111■ 1111.1■■I■■1■111 ■1111 ■1'111■1 111111111111 _ I' • 1- //� II I■1'1.1'1 111.111. 111■1 1■111.1■I■1■1111.1 1■111 I■I■1.■I 1111111.1 11 {/ 111 11.11111 1111.1111 1■1111 11111111E11111111 111 1111■. i111■11■1 1■111■.1 II 1111 I■1'I■■I '■■111■ 1111. 111111■■1■■1'11'1 11 111 ■1'111.1 I■111■11■1 11 11 I■111■uI II■■■I■I 111.1 1■1'1■1■1'1■1111■1 I I■111 I■1■1■■11 1111111. 11 ` II - 11■111 1 1.1111111 ■■1111 111111111E11111111 III 11■■■ 111■■■1111 1 11■■■I I. ( � / II I■I'1■11 1■1n1u IIII.i 1•�1��11��■��;;■rr::■;;1.■1��1��1u11 ■1111 ■11111.1 111 111111 �- I. V in •• - •11111Ii11 111■ I,LII ''■I111111■I�■I■1 11"■1 n n 1 __H__ ■ 11■■11.111111■ ■111■11 1111■■1 ■■111■1.111111.111111.111111■11.1.11■'�� C'IUiII•'::�!�':�'::: ':'::' :'�:' :'�:":'::�1111': Q J i 111111111111111111111111111111111111111111 111■11 111■11.111■11.111■11■1'I■111■1■111 1111. P 1111'1 111111■■11111■■11111■■111■■■11111■ 11�1�■111111■111111■111�1�■111�1�■1��1111�Af/I.i..��1111...uui1��1�I1 ■11111■■11111■■1'll ■1 I■ 1111 I I 1 1I ` _ I■111.1'.1■.1..1.1.1..■1.1..1.1.1 -- -- -- - -- - - - -. ►■111■11.11.111111:I1■1I1■;1.1;1}:1 - N -- 11■111■1'■111■1■■111■It■111■11■111 III■11■11.1111■111■11■111■111111■'1 I'll■1■■111■1■■11111111111■ 111■■ -_ ■1 111'■■1■11'■■I■11■.■1■u■■1■1111 �- W m1111r---•----•-•-•-•-•--■m■1 � uul■r-•-•----•------•-•--1.11. - ------ 11r 1111 111■111 1111111 m■■■ III M J I:I',� �:I : - BM 1M1�1:1 r W ___ 1■■■111 III II 11..11= _ (III■111 ■ ■ I��: Z -_-_-- '1111 1111■1 ■11111 m W in 111111111 - 1111111111 111 01101111111 1111111 111■111 11111111 111..'1 - 1.1.1' - - m '1■11u11■■1■11■'II■11■■II■u■'II 111■11■111■11■111..1■11■■11■ 1'1111■ 1111■. = .1.11.1 1 - I■111■1iui1■11■ii■11■i■11111■1■■I - - I■I■■1u11111u11111■11■I■1■■1■111■I J 1 Inln ■1111 ■■11/I ■■1111 111■1 1■11■ 1■11■■■1111 Um 1■11■I T 1 ri - REAR ELEVATION < < < << z O 1/8"=1'-o" h J c I. O -<'> W p N U 0 .::! :::..:• ,-:::! 18 3• Et MD t� D4 QtY Yi Ci 16 Q _ D4 LBWS / / TOP OF - _ _ 1 / PLATE cv _ _ / 1 ��1 - ■ - - 111■■II■11■111■ ■ /:ffgjj -.- L ��°°O�°�O 1111►.■ ■11111■■11111■1 ■ ■■■I.11111 ■= ■1111 ■ ry - --- .■1'I■I1■111■11 ■ I'111�D 4 ■1■■ N MIM MOB ■ _ - - 111■'ll■n■'11■ ■ ''I■I '■ IIIM =H111 -- cv 1■■ ; - i - _ I I�1 _ -. 11111111111111111111 • In p ■111 11' `<??zr::<ii' C.!1 I (■111 - n'■nl■'■■1■ ---•- W...__ 1 ■11■■■1■11■■■11 Inl■I- II 1 111 11111■ - M ■111■■�n■■1 1 2 8 11■111■■1■111■11 muninnummo D4 num Q• II D1 MASTER BATH _ MASTER BEDROOM '.:.I■ 1 000.1e114''-..' 1 ,, Min 2ND FLR. �? - w I 0`0 ,- 1 N- I I `-' ©� 1 I'I�� =mi. I1.i1...1a1...1.11...1.11...i1� lu■..1i.Aik 1 4 EMI p MUM 111■■ 1111111111■■1■111■■■111111111111■■ '■■11111■, - .11111.■■1 1■'1111■■11111■■111'1■■'11■1■■ 1■■' - 1 ......I 11'11' 1 11.■'I - ❑[] 1■ 11111■1■�1■1■111■1■ 111■11,11 '11111■1' 1■■,11■1 1■■■1�■u■'1"1■1�11u■1�'1 '■■_ MI I mil N. D3 �- D5 D4 ■111■ m .nlll 111■11 1■■Inn■�11u1■■ul■■�1��1I■ VII -- I- D 1 111■11 - mnu■. �■■w■■mu■=Inn==11111=�: 1■n 111111 <': `'' 1111.11 ■■1111 111■111■1111111■11■111■11■111■11 111.11 1■111■11 11■1'I■11■1111111■111■1■■111■It 111■ :'- 111111 ■1111 11111 111!1: [ 1■1.■ II■111■'1■11.■11■1■■■1■1■1111■11 11■1111'11 n■nw I■u■11uu■'11■n■■u■n■n1■1 'u_ E o - o 0 I-, ♦ _ o 0 0_ n1m ;x;c 's ..... M. / ■111■ ��.�. a.>z O = _ .11■I ■11■111■11■111■1 1■'ll•-= D2 111■11 ■ MEI 1■■1111'■■111■■■111■■■11111■■( 1■■uln■ _!- '_��s I' �.�._� ��_ 1■■■ 1111111■■111111■_ 1 111■■- I■ ■■1111 111■1.11111■111111■It1■11■111■111 ■11■111■1' r :�__�_ I_- l 1111. t■1.1■11■1'■11 Ill ..1111 ❑ - - - - - 11'1.1 MAS TER BATH MASTER BEDROOM- 1 m' Iw■ t■11■II1■'1■111■11■111■'1■11 11■111■11' _�_. �_ 1ST FLR. ...1""__..1 n1■mu 1■u■■■n■.u■u■■un■m■ �. / ♦ - mn- i■■nu'■■I'u1■■u11'.■n111■■ '.■1111■■ - � --- � ♦ � -_:�� r�� mu1■■1�111nn ■mn■■11■u�nuu�I 111.1 �__. 11.1■ ::::.ME Ill 10 LEFT SIDE ELEVATION 4 D2 SECTION A p D5 RIGHT SIDE ELEVATION z F- ,..,..",,„,... } '- „ , 1/8"=1 o D2 1/8"=1'-0" 1/8 =1 -0 D W lig Z a - 0 J U W O > z :x.: .:::.,..,:. LLI 0 ® c � } Q 2 MEW Al 1 Al 1 1 5 0 -. " . D4 TYP. 5/4x4 TRIM O COMPOSITION Z I <µx_ SHINGLE ROOFING o : \ / _ PREFABRICATED Q 20 I GUARDRAIL VINYL WINDOW j= g 0D4 _ i 4 I HARDIPLANK LAP SIDING W >><><<k''` .�I�iir. ..■inr.. D4 1 -� 1 .d11■Im■■°■n. m°■■°°°■n11i. HARDISHINGLE SIDING < r: :.,::::z:::,,, \ AI■111■11■1111'1■11111111.- .i■n■1'1■11■111111■1■ehh,_ 6 / .II 1111 1 11 1 1 ■ It■1 11 Elm- II ..d■LII■11■■11■1■■■11111.■.(■11.11 :}> ::> <.':-<.zzzzzz?z>.„::: TOP OF f ..nl�n■=1�■I�i=!�{{� =!■I1=■111'■■._ 16 11111■1■■11uu■11u1111■11■1■■m=1111. -A�i 5/4x4 CORNER TRIM I- 1-- Iii■11.n■■.11■1nu1■■.n■■■ul■11■In._ Iiuunn■n■nmin■■u■u1■u■1 1111■i11. • \ D5 _.■iu■n■111■n■n1■unum■'u■■u111■u■1■■n■._ .in■mnl■m■u■1n.u.nu■■111■n■n1■n■ni■._ PLATE _.n■■■1111.■■nu■■nnn■■1111■■■uu■■nnn■nnn■■u■, D4 J 11 Iri- 11 = ■■11� --_--_-----•u---■111■ �� i �■■111 1■■11■1 ■■11■Ir11■1■■■II�II■■� ` - ` PLA TE 1 3 I 1■■1 1■1■YI 1■ - d1■■1111 111 ■11\ 111'1■ U - ■■■I 11..1 ■11■11 1■ 11■fl D 4 i14 ul 1� 11■111 ■111■. 11111111 .11 1111■■ I ■■■1 ■um .1 '■■1111 11' ■n 1■ IM - 1m ■1 11.11■I ■It■11 1■ 111 11 ■111 III■11' 1■ 1111 j N In UNIT B2 UNIT A _ �i _1ni "� "�=ii:ili� i°iii -- ,ii I ' �'� �'� _ 1■1 ._® 1 11..'11.1._ - .11.i'■■■■111■ 1 1111■1■■■111 •..■■111■11■■1■■ -- __I- -BEDROOM BAi DINING D3 .•an11111■'1■n1■m IIIIII(IIIIII IIIIIIIIIIIII In■■n.a., ..1..�■1n■■.n■■■■nn■■uu1■■nl _ J ;» �<�:«::>2ND FLR. 11■n■11u'w11�u11unl BAND un■n�n1■numm�m nl(IIIIII IIIIII(IIIIII(IIIIII In■n111u■'n■n■r... >_ :A■11111■■1'111■■1■111■ 2ND FLR._�uo°u�_�un��_�_•u��•�� ■■1111■111111■■I�If.1■11\._ - ♦ :?:.: :.:�::_ .::: 14 '■�In�q��1■1 1 r - ___: _ 111■n■11■■u■II 1m■1■IU11■i■ mr- -- m 1■1■�1L■n1■u� '''') 1.11... I . Y J 14 16 n- -- - 7111 HU---------n 1 -- nn. G m ---- -- - IIUIrii Inn - -- -- -- - - --_ C-- ------ - - -- m - 11 --_ _ JOB NO. D 1 D 1 • _- ice: - I'' - - _ mill, ❑❑ luii'j __ nJ ❑- «: D1 © } 11.1.1 r� D 4 I 1 _ n1■ nm . Is!- 1I UNIT B1 _ ;r �I I-!- - ---_- __.1.. - ❑ 1■n_� __ _ 0812 „,:,..,,..,........: ...„..,,...„...:... ..,...s:.,...s.:„.:..; ... .... ..... D2 • z�__ J - -... BEDROOM BATHS UNIT B1 GARAGE ■1 - -___ = 1. m m 1 S 1:: „:,„„„ ST FLR. - --_ 1ST :.::.E:::><: -_-----N----1-Lir i1/47.......kins .se 11 11 �� ■ l.- 1��".ice. - 1M .Wi 1•._ �C�`- : . . FLR -:.. .. _.... D2 D2 D2 FRONT ELEVATION ,„: r SECTION B �� ---� -- 1 1/8»_1,_0» SHEET ORDER: A S D .x .,,, _,wt.L,f.::..:m..42.,6:107:1L7:,°1111::::6:1.: ::::;:".:7177....'4''.....Wi„..Ia:.a':.,.E.,'...11i'li'i..li 1 1 . ..4. ' Y � ® o _. r O ,JNARD J. r w 174P V.% .} (/) D 0 0 E_ z .\ w ® V) Wl- 461-4" , 26'-4" 7'-3 , 5'-532" 5'_3Y2" 2'-0" , ` , U i 0 „ ` 10,_3„ 11'-6" 41_7» 3'_72°� 3'-7Y2" ' ' 44'_4x, Z M Z Q � 3-3 144-0"� I I � 3-63/4 13-4% � (� I- I z-- 42" HIGH GUARDRAIL . -_-- _ - - - co f^ W 4 v, Deck I 16'-11%2" 11'-3%2" 16'-1" 2 = �' SPACED I I 17 ' 5 U b DECKING LINE OF WALL D4 )-0 X ' LV co WALL OPENING BENEATH 4-0 SL _I L Q r -I In SEE 10/D3 FOR FROM 3'-10" 1 ♦ • ♦ ♦ In DECK DETAIL ID N 6 r w TO 6 1 D1 I I I � I- r W �. ♦ ♦ D1 i I I I -, D_8-06-10SGD 5-04-0 SL N N r mu� w Q' ' 1 4- _,- .;.............. 1 I Laund 1 60x41 x_ l I DW I 3 I_ N o o TUB _ S & P , INSULATE _ -i -, m» U 0 DN 12 TOP I = WAS�4ER SHOWER J ABOVE 2x4 2x4- O 2x6 -- __I gz..,..,............. ® +46" .1 OD I BOTTOM ;n 1 1 N v 1 OF STAIR :z I ♦ .N ? \ ! - D1 _ = STRINGERS •• Dining c - Bath W.I.C. I } - �` 3'-11" 2'_O1 " 1 - C 2 4 HC t �i �, 1 �-- - �- / cn D1 i N ♦ -- 120"x30"1 L-' o I 4 1 1 r_ » i'-101 ' ,_ „ 1 0 No 1 6 4'-i" / 2 0 I I 1 I 2 To 1 ACCESS 3 �' N \-TOP � INSULATE � ,I I U , , » 1 r N C�? 1 A 1+43" ENTIRE 1 Kitchen I o = 6 WIDE 9x18 -6 FLOOR OF I 14 �, AISLE CAR SPACE o I w I V t� N I �- N THIS UNIT D4 5 C �1.� D 1 PLANT _ o o 10,_9„ 12-63/2 5-012 -63/2 3_4„ 1.1 SHELF -6 �, o � 1 �� D5 ;n � 1 O : i 1 `I) D1 AT FLOOR : 1 .N N N 1 �- ,. N (.1 LEVEL ' / 1---T 2x6 - :<.::>� 1 - ji in 4, LU \ ♦ S 0 Z ♦ ♦ I �J x =c" 11 P U I ELECTRIC - _ � I mons _ D3 - _ Q CO N O _ FIREPLACE 1 .__I 2 I I S & P 1- - - - - ♦ ,n ,t>- 20 MIN. Z c�i LO o o w SEL -CLOSING -! ttttt>, �. - Z STONE 0 0 3 `� iHEARTH '- ^ �----N \ J Q ce p `� `` �T� Living 5 °' o .N o 1 • t oZ Unit C 2 Unit C Extra Accessible _I O= g II Bedroom N Master Bedroom - I- D1 m c5- \ Garage Garage Garage O° ::.: .:.:.:.:::::..:: Entry D1 g :r: __. M 9» LINE OF WALL 1 0 4 W JL- —J BENEATH 1 — ' — N D5 ° ♦ - - • — ♦ ♦ ♦ 8-0 7,,-0 SOHD 8-0 7,,-0 SOHO 8-0 7;0 SOHD j ♦ ♦ - `- o `f" 0 "Cl) -�\ STONE I I 8x8 POST 2-0 5-0 SH 5-0 5-0 F 2-0 5-0 SH 7-0 5-0 XOX " ^1 �� VENEER , TYP. OF 9 I °j J it/ I i I i I I I N - I I I I J \�.J/ I I I I I D4 I 1 I L_ ___I. 1— J I I 1 I wNI ww I I ' PLATE HEIGHT ;;< 2'-8" 3'-9Y2" 3t-9Y2" 2'-6" 5'-6" 5-6 PLATE HEIGHT Tl'P. 5'-11 2" 11'�3�2" 16 -3 7'-4 IS 8'-1" AT 1t <: IS 8'-21/2" AT 12-9 11,-0" 21-10" 7'-0" I I 40'-10" I 1ST FLOOR q 2ND FLOOR 4'-9Y2" 8 _ .:- 7 3 11 3 2 26 14 3 /4 � 7-0 � /2 �, 14 8 14 3 / .f ' WINDOW HDR WINDOW HDR ^ 46,_4„ �/, IS 7,-1" 47'-10" IS 6 -10 ,.,,.., .,:: UNLESS NOTED UNLESS NOTED �- _: :;<:> U I L ' 2nd FLOOR PLAN - UNIT C SEE A18 FOR Z U � L ' G 3 1st FLOOR _� W in INTERIOR ELEVATIONS OOR PLAN 1/4"=l -0 1/4"=l'-0" Z a- - 0 2 _1 . 0 INSULATION N O T E S w UNDER SLAB - R-15 FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD > Z 2x4's AT INTERIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MATERIALS TO W .- UNLESS NOTED OTHERWISE. A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. 5r-6,r WALLS: FIBERGLASS BATTS OR BLANKETS ® Cn 2x6 WALLS - R21 0 TOP OF SHELF 22%4" 2134" 10" 12" NO PLUMBING SHALL BE LOCATED IN THE 1" AIR J W R-21 BATT INSULATION Q a_ SPACE IN THE PARTY WALLS. i- 111 AT 2ND FLOOR FLOORS OVER UNHEATED SPACE R30 - - R-13 BATT INSULATION - LS. — SHEATHING LEVEL I - SULA (ON ONE ® � 0 ATTICS AT TRUSSES R38 SIDE OF PARTY WALL UNO. ALL BEDROOM DOORS, AND BATHROOM DOORS IN U Z i Pt.■ ' ♦ DOORS: MAIN ENTRY U-0.20 CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH BATHROOMS WITH AN OCCUPANCY VENTILATION FAN W L >�<.`.`'`"%� ' 13 14 - :: DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. } N 12 ALL OTHERS U=0.54 SHALL BE UNDERCUT A MINIMUM OF 3/4" ABOVE N ,: �, TYPICAL. THE ADJACENT FLOOR COVERING. 12? $}` ::x> <x;< ♦ 45° W 6 'Y' WINDOWS: JELD-WEN BUILDER'S VINYL ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING THE FRONT DOOR SHALL BE OPENABLE FROM THE < W .,,,,„: ♦ TYPE (VINYL) MODEL U ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY N 11 co 1 SLIDING LoE 272 ARGON 0.32 OF 5.7 SQUARE FEET. THE MINIMUM ��"`'�`� ♦ M CLEAR OPENING EN I N G ----- SPECIAL KNOWLEDGE NOWLED GE OR EFFORT. IT MAY BE 10 — 1 FIXED LoE 272 ARGON 0.30 HEIGHT DIMENSION SHALL BE 24 . MINIMUM CLEAR PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR Z 9 i " SINGLE HUNG LoE 272 ARGON 0.32 OPENING WIDTH DIMENSION SHALL BE 20". SILL SECURITY CHAIN, PROVIDED SUCH DEVICES ARE _ 1/z HARDWOOD rn 1 a SGD LoE 272 ARGON 0.32 OPENABLE FROM THE INSIDE WITHOUT THE USE OF A V Co ' 1 HANDRAIL. @ 36 HEIGHT SHALL BE NOT MORE THAN 44 ABOVE THE 1 FLOOR. KEY OR TOOL AND MOUNTED NOT TO EXCEED 48 M ......... II ABOVE NOSING � -- 7 INSULATE UNDER STAIRS AND IN WALLS ABOVE THE FINISHED FLOOR. RETURN TO WALL ABOVE BOTTOM OF STRINGERS. ° 6 AT ENDS ALL GLAZING SHALL CONFORM TO THE 2007 OSSC, < 0 II CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL '=>. >=�}€kz ( 5 '1 THESE VALUES REFLECT CHOICE OF MEASURE IN ALL DOORS SHALL BE SAFETY TYPE AND ALL OR FM AND SHALL BE INSTALLED IN ACCORDANCE J }'`~ti? ='I1~ o 4 3 4 OF TABLE N1101.1(2) OF 2008 ORSC ilp w �_,... 1 = GLAZING WITHIN A 24" ARC OF EITHER VERTICAL WITH THAT LISTING. GROUND FLOOR T t G OU D L00 SLAB TO 1t I- 1 3 1 EDGE SHALL BE SAFETY TYPE. <: �>;:v= _ , 2ND FLOOR IS 9 -0 JOB NO. ; ;:.::::;>::::;;_::: >:: 1 1 GYPSUM WALLBOARD SCHEDULE ° 14 EQUAL RISERS AT 7.71" 2 PROVIDE 5/8" (MIN.) GYPSUM SHEATHING ON WALLS ''`h 1 1 _ MAX. RISER HEIGHT: 8 5 8 GYPSUM WALLBOARD SHALL BE USED 081 2 ! BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS / Ilit 1 THRO UGHOUT ON INTERIOR WALLS EXCEPT ill N♦ 3 AT PARTYWALL CONDITION. PROVIDE 1 OF WOOD '' ♦ UP 1 FLOOR SHEATHING UNDER TUB IN PLACE OF THE AS NOTED. < = I 1 i I r GYPCRETE, SEE DETAIL 17/D1. 3t-2" STAIR PLAN }ongin= i 1/4"=1'-0" 12 .,...,...,...,...„.„.,..,„„..,.,„„.::::::::: ::::::,..:,:.:,„„,,„.„,:,,,.,::: ,,... ..„..:.:„:::::„, .:,„„:„.::,::,.:,.,:„",. SHEET A S D ORDER: zx E } r NWT i c\%401)1 q, f o NARD J. i I A,, I o0 ZI't; ',,;. ' 1— Wa) l:4‘' VIN• J to OF 1 1i_ z . WO V) W F' r- 1— Z U H2O Z = � M Z � Q r � 1�- II J I > U 0 -- 0 w w W W in 0 - 0 D I (75 1 W 0 to , ',' cc a ' Jin Deck OPEN WiNDOWj W :_ UNDER-CABINET II— NJN ''' cwp LIGHTING 250W BBH I O p S m v �� TECH DR I Z , � �'∎ PANE +I4s" �' 1 ° w Q 111 -iii 111 M H 3 1500W IWALL I �x �.>>._, - Cr S D I �. W X48 c� 0 CO 1 UNIT HEATER I ;�._, I C \ ° __.1 j� ® �� . ' 3 - 3 I I \ WASIIIER J \ \ _ and 1 I I Kitchen c 80 o I ELEC \ Dining � _ � � PANEL O i f ® g , 44"i, :. ELEC 250W B H Bath,' W.I.C. ` ��_ ll I ' �`#` PANEL / ELEC \ 1 e I #. �" / : PANEL \ m \ 1 / • \ - THESE TWO 1 \ IREF I o I C - - i / GARAGES ON o . •1 \ +44" , O HOUSE METER w N 1 i \. ._ TECH i _, U A — 1 '`�` Q O 1 ( DIM PORT 0 SD TECH C I l i I •N i / N O PORT / , I ./ N.\ / \ .g [- I ( i \ / / \ r CO &) / .. .. A \ TECH ----- I Y / d Y V Y 'I Q ;- , ( Unit C , ::jL h PORT - 1500W / / \ / \ / \ ® >'>>:.;»;>:.;:.;>;:.; ELECTRIC I / Z 0_Z z._._.G(tb , 1 BBH nt ► \ \ / \ FIREPLACE - , - 3 c A 1 1 .i ■ 1 1 ( 1 Q �• I cH 1 ,, I I CI }" 1 LP_QRT \ , - Unit C I I Extra ' I Accessible ' ®I I—_ Living Bedroom Master Bedroom y � o i e room � aster BBH w--I. � � � J�=- . , ._., -- — Garage Garage Garage ! > zing= ..,_____ ____ ---, ,. ,, \ U ► i 1 i 1 I > CC) D t.,..:.:iii.,:„„*4 wP 14 ii>f ,.,...,.:„:„:, , c)-- tb db _ .,:, _— .____,. p J t'l>. ---1 7 TECH — < ', PORT :.... V�H O , GARAGE w 1500W BBH d..b 1000W BBH J--4)/.T' J r �}t}Yv<. •• I A li / �..... ❑ ❑ --- _ a �� J j }:}}} ALL FANS AT THIS 1131, Eiii! LEVEL VENT THROUGH ROOF � 1:111SILE vl 2 Z „:.:,:d.wir „"::<„,, BUILDING 3 UNIT C UTILITY PLAN U w IL IN 3 1st FLOOR UTILITY PLAN ::.:. 1/4"=r—o" 1/4"=l'—o" — <><;}<::}.` Z 0- — 0 � J U Z 'si a w a c� .} Z J w 171 Q L 2 O � o iYk II Z ® tz ti: I.L. 1 t1......}....... a.0 ce I ' �- }}}}11}}�}�}1`µ2t?�;_ ,, ELECTRICAL LEGEND W .„:,...0.4„, ,. , GENERAL NOTES ENERGY NOTES VENTILATION NOTES }}}}}..._::...-.. ::::.:: THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED THE WATER HEATERS SHALL BE STRAPPED AT A POINT SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. 0 DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING r, ' ' E ® RECESSED CEILING EXHAUST FAN I I METER CENTER ��^^ LAYOUT. THE ELECTRICAL CONTRACT IS ON A WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF ITS SHEET D5. MOUNTED LIGHT 50 CFM MIN, 3 SONES MAX vJ Z 50 DESIGN-BUILD BASIS. ELECTRICAL CONTRACTORS DESIGN VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL DUPLEX RECEPTACLE OUTLET 4 ROUND I I ,� } , },,,,,` OUND DUCT. SEE 15 D1 }.....:..: .. ELECTRICAL T L C RICAL PANEL ..,,.... .�. SHALL BE APPROVED BY THE OWNER AND SHALL LESS THAN 4" ABOVE ANY CONTROLS. WATER HEATERS WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER SPLIT WIRED (SWITCH TOP HALF) :»>>::}}... ( ) CEILING N G MOUNTED I H M --{}�- �:� CONFORM TO THE APPLICABLE ELECTRIC CODE SHALL BE PROVIDED WITH A PRESSURE TEMPERATURE CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE L G T RECESSED CEILING EXHAUST BBH ELECTRIC BASEBOARD Z }}::><> REGAROI, SS OF WHAT IS SHOWN ON THIS DRAWING. RELIEF VALVE THAT IS CONNECTED TO A DRAIN LINE. ELECTRIC HEAT INDICATED IN THE UNIT IS BASED 0 DUPLEX RECEPTACLE OUTLET 0 FAN UTONE QT80 80 CFM, 3 HEATER V- <, M 80 THE DRAIN LINE SHALL BE DIRECTED TOWARD THE ON 21 BTUH/SF OF HEATED AREA FOR THE DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL MICROWAVE Y RECESSED CEILING LIGHT; ...... .. . ... G LGHT• SONES MAX,M A .�:�-:=:<}: r1 X ROUND SMOOTH T .... THERMOSTAT -- BE IN 0 . INSULATED TO A MINIMUM OF R 8. .},,..,,.,, :�,`, HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER GROUND AND TERMINATE AT A POINT NO LESS THAN 6 BUILDING AS A WHOLE. w IC RATED - SEE 12/D1 DUCT. SEE 15/D1 �--� .'}}}}}',"'}'>. CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS AND NO MORE THAN 24" ABOVE THE GROUND. @E SINGLE RECEPTACLE OUTLET SMOKE DETECTOR ' -` THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. ® :::: 208v (R. RANGE, D: DRYER) MICROWAVE OVEN RANGE HOOD WITH BATTERY BACKUP =_: MW OVEN/ RANGE SYSTEMS ON WALLS SHALL BE ,► UNCONDITIONED SPACES SHALL BE INSULATED WITH -t:�t_�tttt�:A <.-�, WALL MOUNTED LIGHT ....r. L__J JOB N O. :}}>2}:;;;:: STEEL ELECTRICAL BOXES GREATER THAN 16 IN AREA COMBINATION, 100 CFM, 3 SONES MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. R-3 INSULATION WHICH HAS A FLAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH A SUCH AS RECESSED LIGHTS IN FLOORS BETWEEN UNITS 25 OR LESS. 4" OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS Q JUNCTION BOX SMOOTH DUCT. Q AUDIBLE SPRINKLER } n,,:.. ,. MAY BE USED IF THE BOXES ARE IDENTIFIED AS L DOUBLE TUBE FLUORESCENT SEA FLOW 08 12 1 :t:2 >< UT W ALARM }},.: ..:. OUTLETS, SWITCHES TELEPHONE AND TV ETC. BOXES IN E SHALL BE GALVANIZED STEEL OR Al A MI LU NUM MINIMUM APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION OF THE PERMANENTLY ® TECH PORT CEILING MOUNTED LIGHT I : „ „,.„ PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT A MINIMUM OF 50% 0.016" THICK. THE DRYERS SHALL BE GENERAL `H RECESSED HEAT LAMP - .N STUD THAN AND THE BOXES ARE TENTED WITH APPROVED INSTALLED LIGHTING FIXTURES IN EACH DWELLING I" NU TONE 9410H, 250W LAMP - }}}}.;:«>_},}..}< D SPACES HAN THOSE IN THE ADJACENT UNIT. NO ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO WINDOW WITH OUTDOOR MATERIALS INSTALLED IN SUCH A FASHION THAT WILL SINGLE POLE SWITCH Q v� TWO ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE UNIT SHALL BE COMPACT OR LINEAR FLUORESCENT CEILING FIXTURE. SEE 12 D1 AIR I FLUORESCENT, CEILING MOUNTED TRACK LIGHT / INLET SAME STUD SPACE. BOXES SHALL BE SEPARATED MAINTAIN THE FIRE-RESISTIVENESS OF THE CEILING OR A LIGHTING SOURCE THAT HAS A MINIMUM MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. 0 A J ASSEMBLY. THIS DOES NOT APPLY AT ROOF CEILINGS. EFFICACY OF 40 LUMENS PER INPUT WATT. $3 THREE WAY SWITCH WALL UNIT HEATER HORIZONTALLY BY 24". WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE we HEAT LAMP, EXHAUST FAN Spa PUSH BUTTON SCREW-IN COMPACT FLUORESCENT LAMPS COMPLY EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. COMBINATION RECESSED CEILING SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY WITH THIS REQUIREMENT. DIM.$ DIMMER SWITCH INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF FIXTURE - 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT BACK-UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE SEE DETAIL 15/D1 MIN. 3 SONES, 4" ROUND DUCT. D L 5 D1 FOR DUCT RUNS IN LINED JOIST LOW SHALL BE PERMANENTLY HARD WIRED AND WITHOUT / UNS L! ED JO S BAY. ------- T TIMER SWITCH BE GREATER THAN 16 SQUARE INCHES IN AREA 15 SEE 15/D1 A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED / FOR OVERCURRE N T PROTECTION,0 ECTION, AND SHALL SOUND AN 13 :,..:,.:,:.:,„„„„, ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. „:•:,:i,,,,:. SHEET ORDER: A S D ::}, lionom : N� :F .vim � >; on iNfii . Y1) t ,r o N. O 0 ID} j:P., W I p0 Chtil-'11, ''-. F- O ° o o 1 �- Z . Wo W w I-- IX c5 1- Z U0 = 0 z (, M 3'-63/4„ 13'-4%2" Z 1= r I I I I 20 6x10 P.T. FB > U 4 w W- - - - - I- -^ ® TYP. 15 !�!®!®_ _ _ ►; u� w I I I I •• z I- In L___J L___J e A 8 > 46'-4" V: d Y» , „ S4 0 5-111 11 -13 11 -3 15-111 ” :: - o r/2 /4 2 /4 2-0 fx Q ,J i i i i - D4 w 12 — 12 r 11. SW6 n- © i- r 1 D2 S4 - S4 O(SWI-6) 2x10 LEDG∎R P r ajw: r r � HDU8 r -7 -�-�! , _�!�! I„0...! ..�� _ ....... _ �W 4x8 NOR _ .. .� _ Z Id .._... Vii-__...__________ _______________"'."__._._............... _..___________________..... _�....._.___�___ _..__. ____. __.. . ._______. ---- _..__.____ __.__.._...__..__ TM _.'. _-___.._�__....... __.__._...� ... Q-� w I r- I � m m � 3 I I 1 ::: � m !.:..1,,.,...:....1E...,.!.....;..„?.„i..:.....„..„...::;..}.„•.::„..1..1,v 0 -p i®i k I I I S I R 0 J i 31/2" I I `� I TYPICAL x FRA�G 1� �� -- -J - CONC. I I � 3/2 CONC. SLAB _®_ 4 O SLAB ,� - € 4x8 FB '-+ CCCCa Z ::x::: OVER r---J OVER 6" GRAVEL , � � s4 �;, IN GARAGES El }`` o o j >;.:: ID i GRAVEL I N SW6 1 I SW6 /1 I - 11 I SIM. 12 II NI ©o - f A HDU5 z 4 S4 ap A n� , Nb I x! � ° , \ C' 0 1'-6' 4'-1" 1 10/2 I L 1 N E. N _____. W L � 4 d) �____.�._.._�._. 5/4x9/2 PSL 5/4x14 FSL }_ 5 6( / P o ___ 9 2 SL Z ► - - --- �- --1- — ___k_.: — - -®- - - _.÷....H__)+_ - - - - - __±. ....H._- _ Q o N co —- ►� - - k H : ter° .,+ H _H- T,-'� .Tr- _H- �- =� c,, s6 POST BASE: POST BASE I J o L- -J CBQ66-SDS2 POST BASE: 1 k \ CBQ66-SDS2 ; � 4x6 POST � ! r_-J - - L-- I , SW6 CBQ46-SDS2 r 6x6 POST 6x6 30ST ri I N - u. ;,- ,; 4 ' 4x10 FB }x' I;I p -p I;I ■ T Z r 31/2" CONC. I' 11 = i 1 0 CC— Ona 391 SLAB OVER 6 I D2 _ I vo m i A z G - _ _ i o MIL. VAPOR I I `� `° CO ° 1 oo I # — , 3 BARRIER AND I HDU2 o o o x 1.......... .:: > -.>: I N I rr I 1 0x0 1 .1 .. al 1 Q :..: :�;}:>.z::xxz-: 6" GRAVEL i o I 1 ~Riii k D2 SW6 I I �t I f J Z ° HDU2 J I 1 N I I x , f 0 1 I STHD14 STHD14 oI i 3 SIM. SW6 I o --� 6x10 HDR _ 6x10 HDR 6>10 HDR J :...: N D2 --- o o ; o ' HDU2 I I I I 1 r r � i Ll � 4 i � m � WWI D2-4 -4'/2 -4/2 0 -Q I I SW6 -4/2 I I } I x�L x W -c ---1 - u 4x10 HDR 6x10 HDR _'_J L_!_J L_!_J SW6 L_!_J L_!_J / I 5%4x11Y/a PSL 5/4x11%/8 PSL I ' I UPSET 8x8 POST UPSET 01-0" , » , » , » , I -1, » , » 1 » » J L J TYP. ALL /I 7-0 X11 -10" 8-3 3-r0 2 8-3 7-11/2 I 9'-6" s , 2x8 SF TYP. OF 9 POSTS i 45'-10"I ROOF TRUSSES ® 24" 0 } I i ROOF TRUSSES <' 7,-0„ i 1 r-332„ I 14,-8» 14,_3» 24" OC BUILDING 3 2nd FLOOR U I L I FOUNDATION PLAN OO FRAMING PLAN C� 1/4"=1'-0" / "e'll 0 1 FOUNDATION NOTES SHEAR WALL NOTES FRAMING NOTES is J v w z ::. ® > +33 ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE -- .:A >.: / SHEAR WALL TYPE - REFER TO NOTES BELOW. w '_}.<><~:>;-_ WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. TRUSS SPACING: 24" 0.C. - TYPICAL l}`tii +20 FINISH SLAB ELEVATION VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING GRAVEL OVER FB FLUSH BEAM LEGEND o w FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% '~=~~"~~ SHEAR WALL- REFER TO NOTES BELOW. Z -J ::,:_:_:: .;_:: . < �.. FOUNDATION INSULATION MAXIMUM DRY DENSITY. HDR HEADER ® — O HD# HOEDOWN TYPE - REFER TO SCHEDULE 5/53 OR GT GIRDER TRUSS INCLUDING I MEMBERS, z O 0 SPREAD FOOTING TYPE - REFER TO BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW �— ROOF TRUSSES (ii)SCHEDULE INDCATED IS AT TOP OF WALL Z ADJACENT GRADE UNLESS OTHERWISE NOTED. TYPICAL ROOF FRAMING CONSISTS OF 15/32" OSB WITH PLYCLIPS OVER w Ksw#' SHEARWALL TYPE REFER TO 11/S3 FOR SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. OVERFRAMING LL 1-' iiii,111:::.71111 ANCHOR BOLTS REFER TO SHEETS S2 & S4 FOR TYPICAL FOUNDATION DETAILS. WALL H W AN HA ``� R ` = ` '�= SHOWN N D SHALL CONTINUE ABOVE AND BENEATH „...., 4,_.,, -,,V SEE NOTES TO LEFT � 0 HD # HOLDOWN TYPE - REFER TO SCHEDULE 9/S3 OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's < w :<::«:::::>::>::. REFER TO GENERAL STRUCTURAL NOTES SHEETS Si & S2 FOR / <SEE S1 & S2 FOR REQUIREMENTS. 's--.7' <°'' --S LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. "SW" INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER I I ATTIC ACCESS PANEL > «::::>:<::::>»<<<: PROVIDE TIGHTLINE AND RISER BOOT CONCRETE WALLS ARE 8" UNLESS NOTED. TO SHEARWALL SCHEDULE ON 11/53 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d©6" OC AT PANEL EDGES AND (/) — ALL EXTERIOR WALLS ARE SW6, U.N.O. Z .. OVER SHEARWALLS, NUMBER OF 2x STUDS GREATER __..�.., LLS AND 12 OC I N FIE ==°�> F.O.C. FACE OF CONCRETE (!J „>}» :»_ THAN 2 (AS POSTS) AND SOLID STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING SEE HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS ( ) DETAIL 10 S4 BEAMS (LESS THAN 6 IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID M <" $t`' / (SHEARWALL EXTENTS). REFER TO 5 S3 & 9 S3 TO `}::::-:<>:�<:. ( ) / / AND 1 KING STUD MINI THROUGH FLOOR TO MATCHING � .. .0 <4" DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS MUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO PROVIDE 4 PERFORATED FOOTING DRAINS AT PERIMETER OF ALL THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED BUILDINGS. '1 y+ 11117< TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/54. INTERIOR BEARING WALL. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. SEE 13/D1 FOR PENETRATION ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE OF THESE WALLS AND FIRE JOB N O. HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS (SHEARWALL SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION. ''"''"`` EXTENTS). REFER TO 5/S3 & 9/S3 TO DETERMINE WHERE REFER TO GENERAL 812 L STRUCTURAL NOTES SHEETS Si S1 & S2 FOR ADDITIONAL '�< HOLDOWNS SHOULD BE PLACED. THIS IS NOT A PLACEMENT PLAN. REQUIREMENTS. ,iii: SEE ROOF PLANS FOR VENTING. 111111 FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2' x 4' HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES AND DETAILS FOR NAILING BLOCKING. iiiiii«}>}> ` REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR ::::;:::::7 ..,............ ....90.:,,,,, REQUIRE PROTECTION PER 13/D1. 14 z:::.,:: .. ::„..or SHEET ORDER: A S D .'iii } •mac ,.; ��':'-'..S,l.r�" l/: s}a y y a M IM uo-. `�o-tsK .'��kw° SW6 SW6 A c <k> _ �� r O 0 v. ...: T..v. ,..>... -..1v ::., { t:v... ...::Sir r�-.::v. .,., :... ..•u:^:>. sa. .....a .+F.. f....Y. a... .:�y... }..: ..rN: 2 -.-5-- •r t...::...�#.. .a. , .. _� .._ s ...�.. ... :r : .,,o•{ , r .. „•.��,. :Y: .. �.:. ::{ � as is r: �r. ..s r~> _. r - .. .Y .. r >. ,....•� .> -. +>> �ai _: >. ..,..:...•. w r ..>rt....., r.1'�: r.:t,,. ... '�S,. ,?3 ,}P ,y/ . w .F-. ;31::i. $S�:r'. > ::v 4: .. YY.: Y .>.. v..,... s:a.... .--...-,Y...... ..} '�v s•: // v.4' i.°' .. .. s s, t.< n'• '> Y {t.!-.. v,�v.:. :l• ':. ,{. : 5 .. v. >.v:............r. :} >.. } r^ .s :': :. . r... rr; 9pgApb;{..�... .... "{{a ..a ...: .,, .: .... .v /. --:,}. .. >:t- .. i vx....::.-.,.. J} i ..;. /4r. v .. :. ..._ :.! :. a >... .. !•:. e ry... ..i.: !. .: ..3n: �+ {.: "�{�l ...•.i.:.�. .s � f �'r r. Yi. p�.,. . .. as..,.s!/ar,��.'.,,6 :: .- l�, k KYar>..�•k.>{'..�Y:� _ r:a •: : .. >.., �� /:-. ..>:..�^ �.,:.....,• ..,,.i.f:.'�,....t/:'>:..t ..:.t�./... /�. -. .#,c_:. ri: :� .,,.^t.ty:.t�s'.�` r ter• �• i. W cp ilit, StE AP 4?/-<se, ,-. ' F. Y` ? 6„%0 t: ri. 11: a SW6 } z P o 04z vi E 0 s SW6 Z_ NE L. U I • �; SW6 z Q � - u) -# w w W " 4 1 --- ----ii z :. w ce I W in z a-mss �` 1. fir` . . �Sf ® > U 1 SW6 w � ® W eN HDU2 , ® -r Q i— J In G∎BLE Ef'�D TRUSS I w �---- - r SW6 I ` r W N py:HDU2 f.- / O Q r r.. _ � • 4x1 H Z 4x1 HDR 4v..._._.,._.-._. 0 DR CD pi: o w.,, r ,. °° wM i M At 1-- , STHD14 STHD14 !,• Q SW6 > i • ,. . , .., I-. . `~-. . - - k �, o m :''. �'^v,.q+,,:. .. T+t dui °. •. .. -. ... r. - ,.....1,..-41-,-=} }•.see: < < n , '�•- i '.• °r:F a'r:•�. �Y''�� ]�{a,�:� '•m •r'��•,->�'�.r�•r}�a#r�.• �'> �.�1}✓fir � , , , „ A, ,:, h, M1 T J ..Is a HDU2 i ` '.`.,`,.'>`nt.'. . 'A:. .,,',".`^{.,`," ry SW6 SW6 STHD14 SW6 STHD14 I > . . . . . . ` " IP let cn i '''!"." '' ".",f,',"'''/ 1 N.. f II: I If 3 F--—-„ k xz: o 1 I \ / I ,��,, / '''''\ is: J v__� ® I --t— —i oo ;:.:i ::::,...„....,.. i:::::::::::-,.:,:::.., .,..g,',:-,:.-;‘,:.z..:.,.,:,,;,.,,.,.'....::' CO I lxx BUILDING 3 1st FLOOR SHEARWALLS ....._._ m mmrm �m_.�.. �.. � W I .--I L L- -1 .:-.)< 0 CO L L_ Z Z at . ..._rt..�........ w - 3 �O o w 771 1 w Q § J Q �o o CD maisim LL LL 1 NV Ca o c t. _1 T-- U w J a II 4x10 HDR 4x10 HDR I d. , I • L_ J , I ah ,.,. ,} ginajlt SW6 SW6 SW6 ] f�fx {{ � SW6 .� Y it v :S r '.L iFr fit' ::r .{,lv sS.v 7i £ {'.N:�'::. {'�a ��':. s;}{'w'..{�}r„�Y r ,� r�: S� §>' i tt �"'�k y�'G'�>fiy}ski$ c fi', }g r�¢. ''tip_ f! { 3 i r ,r Ff..: .�. ,n.. ''t•. ? �i _f-r. 7 t. ..:..., .,+'t.t m....:>:r:: ,.... �.3.,.,. ,,:•,:,, .......:..:..`t !Y r..::. .sv... ..r .. .>.ilea :.A.. ......>3rr..v..L r.�v?v.. :vix4r�. r ..r^'f... ..sx.v�++{.k k ..v...v.. .:......:. . E. ;i BUILDING R --T:E 3 ROOF FRAMING PLAN CD j:1 f l �Yv. .l C C n n 'Z:::::. : e SW6 z, il.,,, —) U—I ilb:::,„..,MI ....,2, ,„..;.,:jii:::!- Is SW6 .. f'^a Of O h P FRAM I N G NOTES Ell,l • k U k SHEAR WALL NOTES E l 1 �„”' Z I m•1 € �'�,h` TRUSS SPACING: 24" O.C. — TYPICAL W y 1. ;. --•J E SW# SHEAR WALL TYPE - REFER TO NOTES BELOW. ® ® c ,; `� .` � FB FLUSH BEAM LEGEND Z J O V L.—":":7":=T W <:_:< SHEAR WALL– REFER TO NOTES BELOW. Q L G 11C", HDR HEADER I rs::',1 SW6 0 � O SW6 MSTC28 GT GIRDER TRUSS FRAMING MEMBERS, O it INCLUDING ROOF TRUSSES — HD# HOLDOWN TYPE – REFER TO SCHEDULE 5/S3 OR Z _ 9/53. HOLDOWN INDICATED IS AT TOP OF WALL s TYPICAL ROOF FRAMING CONSISTS OF 15 32 OSB WITH PLYCLIPS � P LI S OVER • PREFABRICATED ROOF TRUSSES AT 24" OC. 'Y OVERFRAMING ILL : 0 SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD SEE NOTES TO LEFT V x l WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's W _•'t;;$ ;>.- OPENINGS. �––� .< <'- ' SEE S1 & S2 FOR REQUIREMENTS. `._Y_, YY:Y" l € I I ATTIC ACCESS PANEL SW6 "SW" INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER NAIL FLOOR AND ROOF SHEATHING WITH 8d@6" OC AT PANEL EDGES AND y ��^^ r TO SHEARWALL SCHEDULE ON 11 53 FOR WALL ATTACHMENTS. NUMBER OF 2x STUDS GREATER vl Z ..... k / OVER SHEARWALLS, AND 12" OC IN FIELD. ALL EXTERIOR WALLS ARE SW6, U N.O. 0 THAN 2 (AS POSTS) AND SOLID , �V pt BEAMS LESS THAN 6' IN LENGTH SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID HOEDOWNS ARE SHOWN AT THE END OF SHEARWALLS THROUGH FLOOR TO MATCHING - d' (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. Q 0 MSTC28 ) SW6 DETERMINE WHERE HOEDOWNS SHOULD BE PLACED. THIS IS - SUPPORTED BY 2 TRIMMERS ............. MERS AND 1 KING STUD MINIMUM UNO. BUNDLED .�> NOT A PLACEMENT PLAN. ° INTERIOR BEARING WALL. --� j TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/54.SW6 i / . . . ..Za f , , r 9i:_ {. *, }:j s ig } ,,,,,...�,,*'.�„ y. >,s±'•,{ as:se.,..' ,c ,r,}y>'f .Y }� {{ ram �Y.k:> 'u..s•:`;:- :> SEE 13/D1 FOR PENETRATION w l _ a OF THESE WALLS AND FIRE 4 i\c,,, ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE `1 kk: `` RESISTANCE PROTECTION. JOB NO. �.: SW6 SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. REFER TO GENERAL STRUCTURAL NOTES SHEETS Si & S2 FOR ADDITIONAL 0812 ` SW6 SW6 REQUIREMENTS. `}"` SEE ROOF PLANS FOR VENTING. ' <<»1 <'>n< FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2' x 4' HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES BUILDING 3 2nd FLOOR SHEARWALLS AND DETAILS FOR NAILING BLOCKING. A ininiiiin ,> REFER TO SHEETS S3 S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR REQUIRE PROTECTION PER 13/D1. 15 ::,.„,:,,..i., - ..„::,,,,,,,„ SHEET ORDER: A S D Emisom P ' I 4101) Aipe 10 .:_\ 0 r 0 0 1 1 0 .HARD J. .1,,,. 19. 00 MI W • -.11'4 ,!.. ' 1.- U8 1/) ,_ o r: e' ek'4 .J (19 OF I I- z . Wo (f) 6.11-- I I a._ IX 0 Z .AI■1.■I.�jPj Z 1 _d11m■■n� _id.. 1 1 .A.II■1.■.JV" .m■■n■Il._ _a■ul■u■i•. ninmm11n1�._ 1n■nn■�� liiNNHA ■uw■■i .II 1■■■III III Mil NI Q 11■1.piIII•.111 ■111 ■■ 111■n■111■n■.11 11■ 1111 - - �_ V I II■11■111■11■111■ MI 1111 = 11■1■11111111111.11 11111 ■■ (n 111■L■11111.■111 11■ II II■111111■11.1.1■ E._.___ JAI I 5 0 4 II■11■11111.■111■ I■11111.■111■n11.I11�1 W 1z W • III I!l1�1��I1l11I 1�A 111 11 1 I - - _ I I I Z I- 0 W I / 11■11•1111111■1111 1■111■1111.1■11.1.1■111 - - I 1. _ > 0 16 m= E C D4 - NO GUTTER 0_ v- W �1.... . ..., If HE < � , w - � J �i. - _ ,_____ 1 0 a W ~ W, z , , F o W Q M Q ct < o o m REAR ELEVATION 1/8"=l'-O" J @ 20 M D4 < aa < a o0 1 BATH / W 4 LINt\FT. RIDGE VENT I I EXHAUST ® A RANGE c TYP. A • `1 EXHAUST Inglit D4 P All ■ ./ I--- A A I g 0 4 7 --- W O iiiie. 1 18 11 LIN. FT. RIDGE VENT •:.<..i. N : :. ■u■■u■.■ _ 27 LIN FT RIDGE VENT - • o an ■=i�Inlll�� gal■= - u �� D4 4 I n 1 j O :..:.._ ,.:.!...F! no ■ ri 1111■■11111■ ■1111 111 I.a�1 - =limn I■1�1 - no t j v r xll ■■■1 ''II'' 1111■ III 11 '�- - - ■111 Q�� 1.1■11 --- !11 111 - \,/ CO 0 Mr I.. ��.�� ..1.111•.11 IIIHNI 111...1.11.. ■1■. 111 11 ,-- „.. .1■.1■111■. L1■11 ■- _ - II iii■ ♦ r--L 1 1 1 :z;:: 11111111111111111111 11 U-1 11111■1 111.■■11111■, III . ,� �, :::: .. In i - 20 Q n D4 - 0 z • - - A 1 i� A j 3 Dv. A11 18" - - _ ` AREA 1 CLASS COMPOSITION 12,, C C O LI- Q :. - SHINGLES THROUGHOUT '� o .. L L.1_�-- _.. .__.. V - ... - i CO simil lov LEFT SIDE ELEVATION RIGHT SIDE ELEVATION J w 1 8„_1'-0„ 1/8"_1,-0" , TAKE DOWNSPOUT I --- J / 6-` BACK TO BUILDING W 1-1-1 ` `'- NOT DOWN COLUMN �� W ~ VINYL WINDOW J Q O HARDISHINGLE SIDING _ 1' J ` U «'' lb 5/4x4 CORNER TRIM (0 COMPOSITION I ' I `n SHINGLE ROOFING "» » >> 5/4x4 TRIM I �<><<<>><<:>::<;><:.' I i A Ai HARDIPLANK D AT LOW ROOF Aio/ EAVES ARE 18 U2 NO ERA_ _- LAP SIDING D4 4 D4 RAKES ARE 12" UNO 2x8 FASCIA Building 3 ATTIC VENTILATION CALCULATIONS SLOPE Is 6:12, In A, TOP OF Attic Venting Required Birdblock Vented Ridge Actual Venting Provided BUILDING PLATE 3 ROOF PLAN ::: � 'li�� i�ili%u ii��°�'i��l�' �-� �� Area Area sf Ratio Vents in. Vent LF Soffit SF Vent LF Lower Upper Total � .:: N ■1.1 L11.■■1.11 In111■.11BI ) q• ) ) ) ) i.:v ■1.I I ■ 111■■111■ 1111■111111 11 I ;;> i� 1111 1■11■111 111111■111■11/! -N I ■111 ■111■1n�il 11.111■■1.11C%1 ?� C 990 1/ 300 475 68 42 163 504 667 1/4"=1,_0" Z xt 111.1 MI ■ul■1u�.u1 - :` O 111 11..11.a1.11s1 cv ii I unill■1111111 Area 1 63 1/ 150 60 1 8 106 0 106 W 1■1.1 . ■tin- 1::i1■1.1■11■1 1u. I u.■11n. II . 11.1.___._..___._..__ ._.. 1 I anon■In1.nu11ni111ii�----- ■iiili7iTilYiiiiiiitijYiI1+11� ili ~' _ i�uli i....L....n..m i.�i!=ii��lll�1indsii��liIll nigN1�i�1��jumm 2nd FLOOR 0..0 o ED 2 J • . __ __ _ _ __Hi ! 'al . 0 > z _, _ . . i - = ,. _ _j i l lI - !INI o� • i _LT!!;ir! ® - O EVA 0 ,,,.-�-- D5 FRONT EL TION z p: _ 1 8"_1,-0„ W U._ a 1- 2 kni.:::::::.: u- w w l J 20 < .x : iiiiiiiiiiiiiiiii 1 ROOF LEGEND C� z 1 / _.., TOP OF PLATE \_� 'r RJ ROOF JACK 50 SQ.IN. NET FREE AREA 1 Eels 13 U L D1 Z M «<>< D4 5 < 6: 12 SLOPE INDICATOR 0 < N 6 ------ I D1 D5 BUILDING OUTLINE Allign J 16 LIVING BEDROOM MASTER BEDR O 0 1 l Q /E ----- EA VE VENTING 2.4 S IN. LF. NET FREE AREA• • :2ND FL'D4 €. RIDGE VENTING 12 sQ.IN. ..... ..:...... ____ /LF. NET FREE AREA JOB N O. �;��L.,,,..„, , \..41 -••-•�-••- UNIT SEPARATION AT ATTIC � 14 � 0812 :�}��. ti.. 6 _ D1 U 2 i 6 r" t GUTTER (DOUBLE LINE) ' co :.:,,,„ 1 ► DOWNSPOUT LOCATION -.::-:: UNIT C Ex ACCESSIBL '}iiiiiii, r, ...... :..::. ...:::: :.. GARAGE GARAGE GARAGE VENTED VINYL SOFFIT �1 1ST FLR. �-- 4 k 0 V Aft A.S &fa/LI 5.9 SQ.IN. LF. NET FREE AREA :;: ,0 is 4-..x....:.x..:ii.. D2 D2 �/ D2 D2 ENBEN BUILDING 3 SECTION A ls 1 2 /8'x_1,-0" SHEET ORDER: A S D I C--0 - W2136 W3//018 W3936 F F W2436 W3630 0 0 .N } •I ,- \ < > / \ / -,-/- \, w401,:rw:'::'.:::'--. . inits■-- _____ N < f____(_ / > . GWB OPEN _ -. :. , ..5 1 , . GWB II // MICROWAVE W/ \\ // N v � :s� y :::�. .. / EXHAUST FAN \/ ,..---.6... .. ' 12" TOP AT +45" COUNTER & I--L�, WOOD MANTLE y�n$ n$: s } . V 4" SPLASH `�1 AND TRIM —\ GWB GWB REF 0 in s s s s �� ' —� REF ® ® A D 0 � � - i I I I I TILE SJRROUND _. r� ,� \• O DW I RANGE ;-CO I -- pw < > -- ) � GWB�� I </N\> \ / / FIREPLACE In ' ' � % 1 1. \./ LI OF B21 B27 B12 F BS36 DB18 318 z I-- O KITCHEN PLAN KITCHEN g KITCHEN KITCHEN FIREPLACE w o A PARTIAL LIVING ROOM PLAN A a: x 0 1- z o = o /-, , /7/ / ) I z Q 1.1. , / Fn. H In I ri r -1 0 W2136 W3018 W2136 F W3630 >w W w I 1 I i I________......L.... 61 . . 1- 0 in / \ ,z N z i D 4 30x48 CLEAR 0 LIGHT BAR -- --� � - ' `T' ` FLOOR SPACE I _ / \/ / 0 o ,/� : AT STOVE \ � - OPEN OPEN w WP1 I \ O MICROWAVE W / < to rj • 30x48 CLEAR - \• ,/ U COUNTER & w EXHAUST FAN N J TP 6-0 x 3-0 : FLOOR SPACE I H N 4" SPLASH r L�.I ' �J AT SINK ,� \ L 12 TOP O 2" COUNTER & I 1--- -� AT +45 J o w Q 0 1„,. 0 ,..., ' 1 7" BANJO 4" SPLASH \ � � .l_ '- GWB REF HI il %o -F- --I -rn/ -� J �\ �� / I II I ... d DW Mi m '��` ,� I _ c ,/ RANGE \\ / \ `f' / \ _ O 1 TT '--. /-- ,24 TB ----- ----- -- `� aaaCa z \'\- > ) ti .1 I < > 1 1 ,1 NZ / / • • - • -4,-, s -1,,- 1 '-',C n N c DB12 830 D812 24" LINEN 30x48 CLEAR FLOOR 30x48 CLEAR B21 821 B9 BS36 DB12 836 SPACE AT DISHWASHER FLOOR SPACE ci)(9c° .hor --m: BATH PLAN A BATH KITCHEN PLAN AT REFRIGERATOR A KITCHEN g KITCHEN KITCHEN cr) H .,::::::: :.,.,,,,, W � z o N IN iii: MCA .- W_W I O U IT INTERIOR ELEVATIONS — 3/8„=1,-0„ TOWEL I ~' `_< RING CO Q ”' .. ...r.::" w Z I J 3 6 �f w I 0 . 3 J I c I II TOWEL �� rm._ 0 ....... RING I w I° y Win LIGHT BAR - - - - - -� - LIGHT BAR -- - - - Z J Q N 0 I Cl) � I' I _ - �� " GWB I- 24 TB ch 24" TB ` I I MIRROR MIRROR ' D r SURFACE MOUNTED TP ' S-6 x 3-0 I 48x56 CLEAR O 4-0 x 3-0 = ,�-� >;..K FLOOR SPACE I WOOD MANTLE -- . ` AT TOILET CLEAR _ _ _ COUNTER & AND TRIM II ill 1 FLOOR SPACE COUNTER & _ 4" SPLASH "`' ``' AT VANITY ,� 1 I _ ;..;.>:: ;.......:. E 4 SPLASH lq ii _ TP ' 30x60 CLEAR I I ` �` o I � � I � � \ / TILE S JRROI,ND v J -1---1--1`v. FLOOR SPACE \ i F" AT TUB. �� I I \, ,�\ --1---I z I u I O I I I I Iir I cv _) raj ' -4- w <:`:s _______i < > _ No � I \ > \ > - 2 II 1 L - - - - - - - - - J �./ - - - - ---- \� \� FIREPLACE Z 1 il /—. N . \ N- O B30 DB12 B30 F 2 J \ PROVIDE BLOCKING VBD12 VC36 36" 0 FOR GRAB BARS � Jr w Z BATH MASTER BATH PARTIAL LIVING ROOM PLAN A FIREPLACE O _BATH PLAN A MASTER BATH PLAN A w ® o c u5 Z � a w A U N IT B1 INTERIOR ELEVATI ONS I- - : -.or- -■.-- --iv- --v-- -"`II- T--/101/101/-- -T-- -T-- -1/-- -T- -'1.--- T -T- --T- -111"" -T-- -T-- T-- T-- -11r- -.41/- -11/- --T- --T- --T- T -T-- T- T-- T--. -T- T- -Nor- --...- -gr.- --1.-- --,.-- -..--- ---v--- --...-- ---v--- -..-- -■- -■--- --.--- --■--- --■-- --.-- --■-• ---1.--- --.-- --..- --■-• -IP- -RIP- --Iv- -...-- --4.-- -....-- -■••-- --4.-- -Iv- - - -■-- --■-- -..- -■--- ---■-• --■-- --■-'- --■-• -.. - -41/- ---T- -`111/- -T-- -- -- -`■-- -"■"- -- -- ',IP- - -- -- -- -- - -- - --T--/8-- -1-, --0,- - -. ---Iv ---,v-- --.. ---- --- r-- . .,,, 0 Z -2- I IL_Jill U :- , i w a, ..,,.,„:„,„:„„ , ,,, , „ W3630 W3636 W2136 F F W3936 W3018 W2436 W2436 Q v / I— I . IMENE ' '—� > > > / GWB \ V \ OPEN O P E N > '\ / -� 1– j - -1 L MICROWAVE W/ /• -�.� Z M ' ©■D U \ / \ / EXHAUST FAN � ../ N./ / � ` 12” TOP A T +45" � I ..,. COUNTER & J I TECH 4" SPLASH GWB GWB `~'~ I REF PORT GWB Q s 8 s 8 8 8 iii�:: .... _ REF JOB NO. >>>_>.:;>>> I . 1 . j tAJ �� ' 0 812 ----.ZN, < < /N ©-- RANGE , , `�' � >1'. Ems — — — — — — \/ \/ i- \/ :_.::A --- I I I DB15 830 F F 327 824 F 8533 F 815 <>�_<>. < KITCHEN KITCHEN KITCHEN KITCHEN k} '::.::KITCHEN PLAN A B D, _. _ = UNIT 2 ..1:::... ..:1:.....01 - - , INTERIOR ELEVATIONS imm.„, ..,,,....:,:,.: :,.:::: 3/8"=1 -0 . > MC- I atagai,156„...,,,......"11.. ri 11161"1"— a 11,-,,S7,.-, '::kol-0:--111:'''''''::,;a4.:77:4;;:47K,67g.;4,;;.:1.:7;21°':'''ii ono! . .3 {..: -- QED 24" TB o I 1�► AbY "� in L__._._____] �� fI o „--� � � VNARBJr 1 00 -�- - -- - LIGHT BAR I - - -� --i-1 ` W a I LIGHT BAR TP -' 1, ,, I A GWB 0 D 4 „ MIRROR � q�2 TB MIRROR 6-0x3-0 , � p �� } � \I 4-0 x 3-0 o 1' - WOOD MANTLE _ -24 TB AND TRIM I Z COUNTER & COUNTER & '�r--1 \ W 0 7,' BANJO I 4" SPLASH i r \ • W-a:v 00 .`t' 4" SPLASH ' \ �' n 'NI- TILE SJRRO�ND / 0 I TP-I_ 1::Jo 7c. i\ c, c' = o> < I t \L‘J MC N J Z (/) M :,>- • ( 1 r.> i \ ' P FIREPLACE Z 4 3 VBD12 VC36 B33 DB18 833 F > 0 PARTIAL LIVING ROOM PLAN A � W W W a I BATH PLAN A BATH MASTER BATH PLAN A I3ATH FIREPLACE _ Vi I 0 o in ce W n I- e- WN U IT B2 INTERIOR 01 TER OR ELEVATIONS (CONY.) o � m 3/8"=l'-0" Z `/ W Q I o m Ix M---1 a I r____ , L , . « « < _ 7 , zo3 m I W3630 W3325 W3325 F F W2436 W2436 W3018 W2436 <0 i n n I \, .\ - -- -- (LIGHT BART - - - -� `iiiiiiiiiiin X > / V V ` -- Z --. / \ / _ ` c - - - - - - MICROWAVE W/ O �/ w MIRROR EXHAUST FAN ai 5 0 x 3 0© D OPEN � v v \/ o c., ) 24" TB 24'' TB z o 0 REF GWB = » CONTER 7 BAND Li 0 O TP 4----.- - ,_,-- I ‘ . 7 , I 1 J& USH 10 co , 0 4 - -J - V \ / Q ik iii . \. .._._ . > ,.... ..4...., ,ff iikedins d- RANGE _ I] <______.__DW MC o _ . li , , , - , � IPMENI � N/ W o(I ill: DB18 B24 F F BS36 F F 324 30" OVEN B24 i ! DB18 330 DB18 I , KITCHEN KITCHEN KITCHEN BATH — .. ' ' —'22L1 KITCHEN PLAN A B BATH PLAN A � w is: F- _ '5$ lam Q N �� >.. :'> / \ CO €i:: . \ ..;: \./ , :::::0:::::K VJ ____J__1 -ti{tji ---' Z in D W :.r: < , ® O / `--.„ GWB V W WOOD MANTLE ® W> z '` ~> >} _� AND TRIM ..<;;..>::.;-.:....>-. ___ ® p V) $:: 1 . T 1 03 w .r. TILE SJRROLND O 4 O z -a i ::W ca ..x F EPLACE U ::::00, W �Q I-- ::.:..:.... ...A FI REPLACE 0°Z z PARTIAL LIVING ROOM PLAN z ;,- "":::::::.::,:,,:,.:,„ UNIT INTERI OR ELEVATIONS ® <J } 3/8"=1'-O" .::.:.,,,..,:: :::„.„ IDE JOB NO. €<r€€€>>S>'<« €€ '''. 441.!..F.!:..--...17:.1.!:.:r! 0812 nom 1 A 1 . 18 ,.,.,..,:::,::,,,,.,..,,,,,.%.,,,,„„„„:„,,, _...:._................ ,,,„:,„.„,.„:„.._. •„,,:,„:,.. ...:„.„,:„.:,:„, ...:,„„,,,:::.,.:: _J ti SHEET ORDER: A S D 1 r71-- li �:. li „.. a0© a. 5„ {L• 7:2:r cat.ir v.i r„„:•,,c,..::MY5F:::::"Si '1''.'''''''': :::::::::A.::::.:alnaM''' ' ." :v: TUB/SHOWER PLAN I % D ilif)e . " 0 in . �, ° items . . . CURTAIN ROD N 1 Notes re ard�n O erable in accessible units. .g g p W �, Q1 CURTAIN ROD PROVIDE AND HELD ELD 4 MAX. SHOWER SPRAY ON ` 1110.3 Operating controls. Lighting controls, electrical FROM FRONT ` /� OF �V)1 to switches and receptacle outlets, environmental controls and _ H9 LONG FLEXIBLE EDGE OF TUB HOSE user controls for security or intercom systems shall comply ' Z 2x10 BLOCKING I-• THIS BAR MUST \ I- with Section 309.3 c 1 0 -- • I t I NOT OBSTRUCT ■ W Exceptions: FUTURE VERT. I I GRAB BAR USE z FUTURE 24 2x10 BLOCKING W 1. Receptacle outlets serving a dedicated use. GRAB BAR I _ GRAB BARS C� 18" MINIMUM I I - 12" 24" CL FUTURE 24 GRAB BAR x) 2x10 BLOCKING FUTURE 12 2. One receptacle outlet is not required to comply with Section L__ _ Z 309.3 where all of the following conditions are met: _ 2x10 BLOCKING --- - - --- - ---�- GRAB BAR . g o ♦ o i e—- ♦ o i --� N co � v i o --- ----- --- ---- C (a) the receptacle outlet is above a length of _ o ---------- ---- - _ Z (/) K) countertop that is uninterrupted by a sink or o A ~ ' -{-_ ° o — _ r BATHTUB CONTROLS rn in Z Q appliance; and ° MUST BE WITHIN o o O pp (/) I■ THIS AREA 1 - (b) at least one receptacle outlet complying with r I I / I I- 11 1 Section 1004.9 is provided for that length of I l,- J Lt 1 counterto • and ' ♦ '` ce ! W W 4 (c) all other receptacle outlets provided for that 1 EQ. 4, EQ. I D :41 length of countertop comply with Section 1004.9. 0 > _ SIDE A ( 3) FRONT 3. Floor electrical receptacles. SIDE Q r J ILI in 4. HVAC diffusers. I' J N 5. Controls mounted on ceiling fans. I- .- W D ' 6. Controls or switches mounted on appliances. Z e— CO m u 7. Plumbing fixture controls. w Q 1 4 TUB/SHOWER COMBO Q � 3/8 =1 —0 5 , g Parts of the Code referred to above. < < < < < ° o 2 INTERIOR ELEVATION NOTES Reach Ranges c IN 1 CABINETS INDICATED TO BE REMOVABLE SHALL BE REMOVED AT THE BUYERS REQUEST. ACCEPTABLE i > 1109.2.3.5 Forward Reach METHODS FOR MAKING CABINETS REMOVABLE INCLUDE: co _ Where a forward reach is unobstructed, the high forward reach • FLOORLESS CABINET WITH REMOVABLE FRONT o 11 • CABINET WITH REMOVABLE FRONT AND FLOOR w o minimum above the floor or ground. • FRAMELESS CABINET WITH REMOVABLE FLOOR AND Q a> '< > RETRACTABLE DOORS (OR DOORS GET REMOVED) Z ° N PI I • ENTIRE CABINET REMOVABLE (COUNTER SUPPORTED ,:<: Where a high forward reach is over an obstruction, the clear ® 1<}' floor space shall extend beneath the element for a distance p USING BRACES, PANELS OR ADJACENT CABINETS) „„.. .„... ,„,„ not less than the required reach depth over the obstruction. HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE Q .E:::::::] COVERED. THERE SHALL BE NO SHARP OR > .z _ - ABRASIVE SURFACES UNDER LAVATORIES. r.....``......,.. W z xk< THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES 16.,:..::.::::..: AND TOILETS SHALL NOT BE GREATER THAN w i`""_` _+.*::ce 5 POUNDS. o .~ 1109.2.3.6 Side Reach ; STRUCTURAL BACKING FOR GRAB BARS SHALL ``"""`. S B S ALL BE INSTALL II Where a clear floors ace allows a parallel approach to an INSTALLED . p p pp element and the side reach is unobstructed, the high side _ IN ALL GROUND FLOOR BATHROOMS. 11.11 O I ► 1 GRAB BARS DO NOT NEED TO BE INSTALLED, BUT IF UNIT 30x48 CLEAR FLOOR SPACE IS OCCUPIED BY A TENANT WHO REQUESTS GRAB BARS, r FORWARD PP ALLOWING ORWAI D A ROACH Lt\ THEY SHALL BE INSTALLED. GRAB BARS SHALL CONFORM w Where a clear floor space allows a parallel approach to an I ' TO THE STRUCTURAL REQUIREMENTS OF OSSC �— C� ��} ��>'>�'` " b'ect and the high side reach is the o n igh d rea h s over an obstruction, th I D---30x48 CLEAR FLOOR SPACE SECTION 1109.10.11. J �- %.yy L ' I ALLOWING PARALLEL APPROACH 4 N .}x}:> I O O (CENTERED ON SINK) U • <€€'> VANITY PLAN M :::.. .. ...r:: Er g- 1109.3 Controls and Hardware 1109.3.3 Height. Operable parts shall be placed within one or MIRROR MIRROR (n i;; more of the reach ranges specified in Section 308. 2x10 SOLID 2x10 SOLID 1- ..,'.'...........-.........:11:7:.,.. ..„...„,„.,. ,.......,....„:„.......,............. ,...•_:....,::::: 1109.3.2 Operation. Operable parts shall be operable with FINISHED END PANEL 3'-10" BLOCKING BLOCKING Z =x.; ...:: TO SUPPORT COUNTER D w :::x:::�i"` .x?` one hand and shall not require tight grasping, pinching, or MEDICINE f TOP OF COUNTER 54" MIN. ATTACH 2x4 S FRONT & q 9 9 p 9 p 9 twisting of the wrist. The force required to activate operable CABINET I OR RIM OF SINK OR INSTALL BRACE I TOP OF. COUNTER , 24 12 ■ / COUNTERTOP TO NON-REMOVABLE 9 P q FUTURE CABINET- B ET AND CANTILEVER WITHIN CABINET OR RIM OF SINK 12 I t FUTURE WHICHEVER IS z � shall be 5 and maximum. 7,—m �i arts pounds u OUT OVER p p I HIGHER-� CANNOT INTERFERE I WHICHEVER IS 36 GRAB BAR MAX. 42 GRAB BAR "—_' CABINET. REMOVABLE O ♦o - ♦ I NW/ CABINET REMOVAL HIGHER • © 0, I l � L _ J \_ , 2 -_-- : _ A ell z �`'a ax I' - ' M REMOVABLE CABINET III m (f, ....... w ~o rY CABINET o o QUARTER-ROUND o �z o ! 0 I F- F- N TRIM �ro� NJ- . v t z J W o w � 2 NI Z O \ 0 FIN. END 30" SINK CABINET NOT REQUIRED PROVIDE 1- I ►� i� I i PANEL 30 MIN. FLUSH 115" MIN L 18" WALL HED L_--) 5 W . ' -___ _ V,J c I TO BE REMOVABLE IF YOU HAVE fi I 30"x48" CLEAR FLOOR SPACE, CONTROL _ CABINET = �!m _ w 1_z �, 0 I- MAKE SINK CABINET REMOVABLE WITHOUT NEED THIS SIDE d E-- d CABINET ALLOWING PARALLEL APPROACH BOX _Q = - FOR REMOVING OR REPLACING SINK. EXTEND °- z U `�' BOX F-00 V FLOOR COVERING BENEATH CABINET. (SEE PLAN ABOVE) a n: Z W (� :ii,;;"!.:11•1:!:"..i';i':::::;1.11•1 1-- > a CA) FRONT A FRONT FRONT SIDE RAISED F.-STANDARD r n Z TOE KICK TOE KICK v, _ << REQUIRED ONLY AT SINGLE BATHROOM REQUIRED ONLY AT SINGLE BATHROOM 0 "::.::::::::::::::::or- . '::<;"` DESIGNED TO PROVIDE ACCESSIBLE FIXTURES DESIGNED TO PROVIDE ACCESSIBLE FIXTURES OPTION 1 OPTION 2 (SEE UNIT PLAN & INTERIOR ELEVATIONS) (SEE UNIT PLAN & INTERIOR ELEVATIONS) Z d I < ,<x<._ ::: iiiiiii V ii: ANITY SINK WATER CLOSET CABINET AT 34" HIGH COUNTER JOB NO ......... .... .: 3/8"=1'-0" 3/8"=1'-0" 1/2" = 1'-O" OPTIONS FOR INSTALLING CABINETS AT 34" HIGH COUNTER 081 L WHEN 33" HIGH CABINET IS NOT AVAILABLE FROM SUPPLIER :i.; i ill A _ . .. J :„.;:„:,:„,„„„„,..., :,„,„,:,„::::.... „.„..,.. ,",,,.,„„ ..".".. SHEET ORDER: A S D 1 GENERAL STRUCTURAL NOTES 1 (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) GENERAL STRUCTURAL NOTES 12.2 WOOD CONSTRUCTION: D. CONCRETE 4. CONNECTION BOLTS AND THREADED STUDS AT WOOD/STEEL CONNECTIONS SHALL CONFORM TO ASTM A307. rfa structural engineers (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) FOR FABRICATED WOOD STRUCTURAL ELEMENTS, INSPECT DURING FABRICATION PER OSSC SECTION 1704.1 Consulting engineers AND 1704.2. SPECIAL INSPECTION OF "HIGH-LOAD" DIAPHRAGMS (DIAPHRAGMS USING 2 OR MORE ROWS OF 1. ULTIMATE STRENGTH DESIGN PER 2007 OSSC AND ACI 318-02. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL A. GENERAL NAILING AT PERIMETER OF PLYWOOD SHEETS) SHALL BE PER OSSC SECTION 1704.6.1. DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE ESPONSIBLE F R ALL L ERECTION AIDS AND 2. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; Phone:206.615.9700 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, IN ADDITION PER OSSC SECTION 1707.3 SPECIAL INSPECTION IS REQUIRED OF FRAMING ANCHORS rtaeng THAN 5-1 2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; Fax: 206.615 / Website:www. aengineers.com SPECIFICATIONS, AND THE OREGON STRUCTURAL SPECIALTY CODE (OSSC), 2007 EDITION. HOEDOWNS, BOLTED OR NAILED CONNECTIONS, SHEAR WALL NAILING, FLOOR AND ROOF NAILING, 5" OR LESS. COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. LOAD-BEARING CANTILEVERS, AND DRAG STRUT CONNECTIONS. 2. STRUCTURAL LL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR � F. CARPENTRY 3. CONCRETE FOR FOOTINGS SLABS-ON-GRADE 28-DAY =GS AND LA S BS ON GRADE SHALL CONFORM TO A 28 DAY STRENGTH OF f c 2()13 4th Avenue,Suite 202 Seattle,Washington 98121 BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY 12.3 SOILS: 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL SPECIAL INSPECTION IS REQUIRED OF THE EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL LOAD-BEARING REQUIREMENTS PER OSSC SECIONS 1704.7.1 - 1704.7.3. PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. MIN. BASIC FOR A MORE DETAILED EXPLANATION OF SPECIAL INSPECTIONS, AND FOR A MORE EXTENSIVE LIST OF THE THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A MEMBER SIZE SPECIES GRADE DESIGN STRESS 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO SPECIAL INSPECTIONS REQUIRED, SEE THE OSSC, THE ARCHITECTURAL DRAWINGS AND THE PROJECT CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE cru COMMENCING A u G NY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE SPECIFICATIONS. JOISTS AND RAFTERS: 2x, 3x HEM.FIR #2 Fb 850 PSI S-�R Rq< INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER 4x HEM.FIR #2 Fb = 850 PSI QED PROF( 13. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, '��- , -i � �GINEF �'L 4. ALL EXTERIOR WALLS SHALL BE INSPECTED AND REPAIRED AS FOLLOWS: SCRAPE ALL LOOSE AND GLUED LAMINATED MEMBERS, CONNECTOR PLATE WOOD ROOF TRUSSES, AND PLYWOOD WEB JOISTS SHALL SECTION 5.3. BEAMS AND STRINGERS: 6x AND DOUG.FIR #1 Fb = 1350 PSI kl '' 16499 'A -1 WEAKENED MORTAR OUT TO FULL DEPTH OF THE DETERIORATION; REMOVE AND REPLACE ANY LOOSE BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE LARGER MASONRY UNITS; CHECK FOR LOOSE FACING BRICK VENEERS; TUCK POINT ALL JOINTS SOLID. ALL MASONRY THESE ITEMS. PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING OREGON RESTORATION AND REPAIR SHALL BE PERFORMED IN SUCH A MANNER THAT THE EXISTING STRUCTURE IS POSTS AND TIMBERS: 6x6, 6X8 DOUG.FIR 1 Fc = 1000 PSI �"' NOT WEAKENED OR LEFT UNSUPPORTED DURING THE PROCESS OF THE WORK. ALL EXTERIOR APPENDAGES ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND INTERNATIONAL OSSC SECTION BUILDING TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE # Fb = 1200 PSI qy ��' `�\ SUCH AS FIRE ESCAPES, CORNICES AND EYEBROWS SHALL BE INSPECTED FOR STRUCTURAL INTEGRITY AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, AND THEREFORE, MUST BE VERIFIED BY INTERNATIONAL BUILDING CODE. 6F�jJO$' F�SS� THE CONDITION OF THE CONNECTIONS TO THE STRUCTURE. THE CONTRACTOR SHALL NOTIFY THE THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE TOP AND BOTTOM HEM.FIR #2 Fb = 850 PSI HN STRUCTURAL ENGINEER AS TO HIS FINDINGS. APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR NO ADMIXTURES, OTHER THAN FOR AIR-ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PLATES AT SHEAR EXPIRES: 12-31-2009 LOADS IMPOSED ON THE BASIC STRUCTURE. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND A COPY; PRIOR REVIEW BY THE STRUCTURAL ENGINEER. WALLS AND BEARING 5. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY WALLS: AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN THE BASEMENT AND CRAWL ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY CONTRACTOR PRIOR TO REVIEW BY ENGINEER.ECT UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS =STUDS, PLATES, & HEM.FIR #2 Fb - 850 PSI DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 14. PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON MISC. LIGHT FRAMING: THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL , 60, r 40,000 CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING Si GRADE 60 fy = 40000 PSI} ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE-DRY AND SHALL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. ■ PROJECT CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER ' REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING 4"STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE C TE THE MAGNITUDE AND DIRECTION OF ALL LOADS D COMPLYING WITH ASTM A615 (Si) AY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING WITH A LEAST DIMENSION OF 4 (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER ( ) A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE PARAGRAPH "A.14." OF THESE NOTES. CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. SPIRAL REINFORCING BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM SHALL BE PLAIN WIRE. 3. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY B. DESIGN CRITERIA REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL EVALUATION REPORTS" ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIM/HERSELF AND THE WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT EQUIVALENT TO NER-126 FOR, NER 292 FOR PARALLEL STRAND LUMBER - MID-DEPTH OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. MBER (PSL), OR NER 481 FOR LAMINATED OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE 1. DESIGN LOADS , STRAND LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: 2 ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND ROOF LIVE LOAD 25 PSF (SNOW) 5. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI PSL - Fb = 2,900; Fv = 290 PSI; E = 2,000,000 PSI STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE ROOF LOAD 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.6. PROVIDE CORNER BARS AT ALL WALL - = = = DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE OF DEAD OAD 15 PSF INTERSECTIONS. LAP CORNER BARS PER NOTE D.6. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM LSL Fb 2,250; Fv 400 PSI; E - 1,500,000 PSI Z STATE OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF OF 8" AT SIDES AND ENDS. Z TEMPORARY WORK AS REQUIRED. FLOOR DEAD LOAD 25 PSF 5. PREFABRICATED SOLID WEB WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS S SHOWN ON THE PLANS STAIR AND CORRIDOR LIVE LOAD 100 PSF � AND CONDITIONS NS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE 2 0 PARTITION LOADING 10 PSF NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY MANUFACTURER'S PUBLISHED SPECIFICATIONS. PREFABRICATED SOLID WOOD JOISTS SHALL BE AS MANUFACTURED 0 0 8. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND MECHANICAL UNITS Weights furnished by manufacturer SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. BY TRUS JOIST MacMILLAN CORPORATION OR APPROVED EQUAL. WEBS MAY BE PLYWOOD OR ORIENTED STRAND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON BOARD. CHORDS SHALL BE LAMINATED VENEER LUMBER (LVL). ALL NECESSARY BRIDGING, BLOCKING, BLOCKING SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. WIND IBC SIMPLIFED 85 MPH, " " 6. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED ( ) EXPOSURE B , Iw=1.0 OTHERWISE: PANELS, STIFFENERS, ETC. SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS Z Cr EARTHQUAKE (ASCE) SOIL CLASS D AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 0 0 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF SEISMIC USE GROUP 1 (le = 1.0) DEVELOPMENT LENGTH - TENSION 48 BAR DIAM. - (#11 BAR - 54 BAR DIA.) STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH 0 CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE SEISMIC DESIGN CATEGORY D DEVELOPMENT LENGTH - TENSION, top bar* 64 BAR DIAM. - 11 BAR - 70 BAR DIA. STRUCTURAL ENGINEER. Ss =0.971g, Si = 0.347g P (# DIA.) MANUFACTURER'S STRUCTURAL SPECIFICATIONS. Sds=0.72g, Sd 1 = 0.40g LATITUDE: 45.417 LAP SPLICE LENGTH - TENSION 64 BAR DIAM. - (#11 BAR - 70 BAR DIAM.) 6. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN LL oc 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED LAP SPLICE LENGTH - TENSION, top bar* 80 BAR DIAM. 11 BAR - 90 BAR DIAM.) ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND LONGITUDE: -122.750 P - (# ) E 41:( RECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE�SUPPLJER.' R=6.5 ITH SOIL CONSTRUCTION," ANSI/TPI 1-2002" BY TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST PLANS. MINIMUM LOADING SHALL BE AS FOLLOWS: 1., Q 11. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR ALLOWABLE SOIL PRESSURE" 2000 PSF IN THE MEMBER BELOW THE BAR. CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER OSSC SECTION 109.3. LATERAL EARTH PRESSURE** 35 PCF TOP CHORD LIVE LOAD 25 PSF (SNOW) Cl) TOP CHORD DEAD LOAD 10 PSF 12. SPECIAL INSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY OR TESTING **SOILS INFORMATION ASSUMED. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. REINFORCING SHALL NOT BE TACK BOTTOM CHORD DEAD LOAD 5 PSF ( WELDED. DO NOT WELD GRADE 60 REINFORCING. TOTAL LOAD 40 PSF AGENCY), DESIGNATED BY THE ARCHITECT AND APPROVED BY THE OWNER. 2. LATERAL RESISTANCE SYSTEM: WOOD SHEAR WALLS AND WOOD DIAPHRAGMS 7. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: BOTTOM CHORD LIVE LOAD 10 PSF 0 THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER OSSC SECTION C. FOUNDATION (NON-CONCURRENT WITH TOP CHORD LIVE LOAD) 1704.1.2. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" ADDITIONAL LIVE L 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION LL IVE OAD CASES SHALL BE ANALYZED FOR UNBALANCED SNOW LOADS & N THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: SHALL CONFORM TO SPECIFICATION FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER SNOW DRIFTS PER ASCE REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED ) 7-2002, SECTION 7. WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION (#6 BARS OR LARGER) 2" 12.1 CONCRETE CONSTRUCTION: OF THE GEOTECHNICAL ENGINEER. (#5 BARS OR SMALLER) 1-1/2" WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP VERIFY AND/OR INSPECT CONCRETE PER OSSC TABLE 1704.4 AND OSSC SECTION 1704.4. THIS INCLUDES JOISTS, SLABS AND WALLS (INTERIOR FACE) 3/4" DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL • REVISIONS (BUT IS NOT LIMITED TO) REINFORCING STEEL, ANCHOR BOLTS IN CONCRETE, USE OF CONCRETE DESIGN ( 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE MIX, PLACEMENT TECHNIQUES OF CONCRETE AND SHOTCRETE, AND CONCRETE STRENGTH. SEE OSSC ( 8. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS SECTION 1704.4 FOR EXCEPTIONS TO SPECIAL INSPECTION OF CONCRETE CONSTRUCTION. OR BOTH) AT LEAST 18 BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY,POINTS, MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 8" WALLS #5 ® 16 HORIZ. 5 CD 16 VERTICAL 1 CURTAIN © CENTER NO. DATE # AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO INTERFACE WITH SOIL. E. STRUCTURAL STEEL TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS 7. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION," ALL REFERENCED CODES. INCLUDING APPLICABLE SUPPLEMENTS, UNLESS NOTED OTHERWISE. PLYWOOD ORIENTED-STRAND ALL ABANDONED FOOTINGS, UTILITIES ETC. THAT INTERFERE WITH NEW YWOOD OR ORIENTED STRAND BOARD OSB CONSTRUCTION SHALL BE REMOVED. PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. ALL PANELS SHALL BE IDENTIFIED AS 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. ROOF: 19/32" (OR 5/8") THICK, 40/20 WALLS: 15/32" THICK, 32/16, OR 1/2" THICK, 24/0 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER SUBMITTALS FLOORS: 23/32" (OR 3/4") THICK, TONGUE & GROOVE, (48/24) PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND HAVE A WELDED HEAD. EMBED ANCHOR BOLTS A OTHERWISE. MINIMUM OF 7" INTO CONCRETE OR MASONRY. ABBREVIATIONS SYMBOLS 1 (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) CMU CONCRETE MASONRY UNIT HEMLOCK-FIR ANCHOR BOLT U EL, ELEV ELEVATION HF HEMLOCK FIR LVL LAMINATED VENEER LUMBER PP PARTIAL PENETRATION T TOP Z4 ZONE UR HOEDOWN 02-13-2009 080394-01 ACI AMERICAN CONCRETE INSTITUTE COL COLUMN ELEC ELECTRICAL HNG HANGER LWC LIGHT WEIGHT CONCRETE PREFAB PREFABRICATED T&B TOP AND BOTTOM I ■ • COLUMN CONTINUOUS ■- MOMENT CONNECTION ADDL ADDITIONAL CONC CONCRETE ELEV ELEVATOR H, HORZ HORIZONTAL PROP PROPERTY T&G TONGUE AND GROOVE DATE JOB # ADJ ADJACENT CONN CONNECTION, CONNECT EMB EMBED, EMBEDDED, EMBEDMENT HP HP SHAPE M, MC MISC SHAPE PSF POUNDS PER SQUARE FOOT Q TEMP TEMPERATURE X AFF A BO VE FINISHED FLOOR CONSTR CONSTRUCTION ENGR ENGINEER HS HIGH STRENGTH MAS MASONRY PSI POUNDS PER SQUARE INCH THD THREADED & AND J DJ AI CONT CONTINUOUS E EQUAL HSS HOLLOW STRUCTURAL MATE MATERIAL SC AMERICAN INSTITUTE OF STEEL CONSTRUCTION Q Q LL W S RUCT RAL SECTION PSL PARALLEL STRAND LUMBER THK THICKNESS • AT I \ ALT ALTERNATE CONTR CONTRACTOR EQUIP EQUIPMENT HT HEIGHT MAX MAXIMUM PT POST TENSION, PRESSURE TREATED THRU THROUGH c=X BEAM CAMBER ® O COLUMN BELOW l 1 PLAN MARK DESIGN CHECKED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COORD COORDINATE ES EACH SIDE MECH MECHANICAL TJI TRUS-JOIST MACMILLIAN I-JOIST CENTERLINE ` APA AMERICAN PLYWOOD ASSOCIATION CP COMPLETE PENETRATION EW EACH WAY IBC INTERNATIONAL BUILDING CODE MFR MANUFACTURER RD ROOF DRAIN TOB TOP OF BEAM 0 DIAMETER; ROUND J LA AS NOTED APPROX APPROXIMATE, APPROXIMATELY CTSK, CSK COUNTERSINK, COUNTERSUNK EX EXISTING IRC INTERNATIONAL RESIDENTIAL CODE MIN MINIMUM; MINUTE REF REFERENCE TOC TOP OF CONCRETE; TOP OF CURB # NUMBER; POUND ARCH'L ARCHITECT, ARCHITECTURAL CTR CENTER EXP EXPANSION; EXPOSED ID INSIDE DIAMETER MISC MISCELLANEOUS REINF REINFORCE; REINFORCING TOF TOP OF FOOTING ED SQUARE ® A DRAWN SCALE ARCHT ARCH CU FT CUBIC FOOT EXP JT EJ EXPANSION JOINT IF INSIDE FACE MO MASONRY OPENING REQ'D REQUIRED ELEVATION MARK SECTION MARK TOL TOP OF LEDGER ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU IN CUBIC INCH EXT EXTERIOR IN INCH RFA ROBERT FOSSATTI ASSOCIATES L STRUCTURAL ANGLE ® X TOM TOP OF MASONRY ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CY CUBIC YARD INCL INCLUDE; INCLUDING; INCLUSIVE (N) NEW RO ROUGH OPENING _IL DOUBLE ANGLE FD FLOOR DRAIN N NORTH TOS TOP OF STEEL, TOP OF STRUCTURE {P PLATE AWS INFO INFORMATION _ 11 SHEET TITLE WS AMERICAN WELDING SOCIETY TOW TOP OF WALL SW-X FDN FOUNDATION NF NEAR FACE SCHED SCHEDULE INT INTERIOR d PENNY NAILS) TRANSV TRANSVERSE ELEVATION CALL OUT / SHEAR WALL BD BOARD D, DL DEAD L AD FF FAR FACE, FINISHED FLOOR NFPA NATIONAL FOREST PRODUCTS ASSOC SEC, SECT SECTION TS TUBING, STRUCTURAL /` BLDG BUILDING FLR FLOOR; FLOOR LINE JT JOINT NIC NOT IN CONTRACT SHT SHEET DBA DEFORMED BAR ANCHOR TYP TYPICAL BLKG BLOCKING DBL DOUBLE FLG, FL FLANGE NOM NOMINAL SHTG SHEATHING, SHEETING BM BEAM FOC FACE OF CONCRETE K KIP = 1000 POUNDS NS NEAR SIDE SIN SIMILAR DEPT DEPARTMENT KO KNOCK-OUT UL UNDERWRITER'S LABORATORY, INC. " �� BMST BASEMENT DET DETAIL FOM FACE OF MASONRY NTS NOT TO SCALE SIMP SIMPSON UNO, UON UNLESS NOTED OTHERWISE [X'-X ] ELEVATION @TOP OF FOOTING SLAB DEPRESSION BMU BRICK MASONRY UNITS) FOS FACE OF STUD KSI KIPS PER SQUARE INCH SJ SHRINKAGE JOINT R DF DOUGLAS FIR oc ON CENTER SLBB SHORT LEGS BACK TO BACK U M UNREINFORCED MASONRY BOF BOTTOM OF FOOTING FRM FRAME DIA DIAMETER (SEE SYMBOLS) UT ULTRA-SONIC TEST ( ) L, LL LIVE LOAD 0 BOS BOSOM - (3) INTERIOR SIDES FS FULL SIZE FAR SIDE OAD D OUTSIDE DIAMETER SPA SPACING, SPACE, SPACES GENERAL DIAL DIAGONAL L STRUCTURAL STEEL ANGLE OF OUTSIDE FACE SPEC SPECIFICATION B. BOT BOTTOM DIAPH DIAPHRAGM FT FEET, FOOT LAB LABORATORY OH OPPOSITE HAND SQ SQUARE V, VERT VERTICAL FRAMING ARROW S STEPPED FOOTING STRUCTURAL BRG BEARING DRILLED-IN FTG FOOTING UCTURAL DICA DRILLED IN CONCRETE ANCHOR LB POUND OPNG OPENING SS STRUCTURAL SELECT W, WF WIDE FLANGE SPAN NOTES DIM DIMENSION C STEEL CHANNEL SHAPE GA GAUGE, GAGE LF LINEAL FOOT OPP OPPOSITE SSL SHORT SLOTTED HOLE WD WOOD EXTENT CD CONSTRUCTION DOCUMENTS DN DOWN GALV GALVANIZED LG LONG OSB ORIENTED STRAND BOARD STD STANDARD W/ WITH CG CENTER OF GRAVITY DO DITTO GL, GLB GLUE-LAMINATED LLBB LONG LEGS BACK-TO-BACK OVS OVERSIZED HOLE STIFF STIFFENER W/O WITHOUT CGS CENTER OF GRAVITY OF STRANDS DWG DRAWING GN,GEN,GSN GENERAL STRUCTURAL NOTES LLH LONG LEGS HORIZONTAL STIR STIRRUP WABO WA ASSOC OF BLDG OFFICIALS HOEDOWN MI SHEET NO. CIP CAST-IN-PLACE DWL DOWELS GE GYPSUM WALL BOARD LLV LONG LEGS VERTICAL PAR PARALLEL STL STEEL WFCM WOOD FRAME CONSTRUCTION MANUAL CJ CONSTRUCTION JOINT/CONTROL JOINT GYP GYPSUM LOC LOCATION PC PRECAST STRUCT STRUCTURAL WHS WELDED-HEAD STUD CJP COMPLETE JOINT PENETRATION LE) EXISTING LONGIT LONGITUDINAL PERP PERPENDICULAR SUSP SUSPENDED WP WORK POINT CL CENTERLINE EA EACH HD HOLDOWN LSL LAMINATED STRAND LUMBER PL PLATE SYM SYMMETRICAL WT STRUCTURAL T s Ill CLR CLEAR EF EACH FACE HDR HEADER LSL LONG SLOTTED HOLE PLY, PLWD PLYWOOD SW SHEAR WALL WWF, WWM WELDED WIRE FABRIC/MESH GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS © 6"oc TO FRAMED PANEL EDGES AND OVER STUDa structural engineers Consulting engineers WALLS SHOWN ON PLANS AND 0 12"oc (10 n oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS © 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE–AND–GROOVE JOINTS AND EDGE CLIPS. PROVIDE SOLID BLOCKING AT ALL EDGES ONLY Phone:206.615.9700 d NAILS, UNLESS Fax: 206.615 WHERE NOTED ON PLANS. TOENAIL BLOCKING TO SUPPORTS WITH 1 6 A S, U ESS NOTED OTHERWISE. website:www.rfaeng aengineers.com UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY,TICA Y, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d ® 6 oc, NAIL 2013 4th Avenue Suite 202 Seattle Washington 98121 n 9 WITH 10d 0 12 oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 8. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE vcTu PRESSURE–TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL INTERIOR (INCLUDING CRAWLSPACES) WOOD SZR R4 MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE–TREATED WITH SODUIM BORATE ��ED`PROFF � (SBX). PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, $ �G NFL OIL BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" 16499 r PRESSURE–TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS OREGON MISTAKENLY USED IN INTERIOR CONDITIONS, G185 ("HOT–DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) �'9y METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER 6,j JO 8, cSQ' NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. HN METAL CONNECTORS 1/2 INS" THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED EXPIRES: 12-31-2009 OTHERWISE BY THE ARCHITECT. 9. WOOD FASTENER NOTES – THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 9.1 NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG–TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO ■ PROJECT ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 9.2 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING – PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH 10d = .148 DIAMETER x 3" MINIMUM LENGTH 16d = .148 DIAMETER x 3-1/4" MINIMUM LENGTH HAND NAILING – SINKERS, COATED 8d = 11-1/2 GAGE x 2-3/8" 0 0 10d = 11 GAGE x 2-7/8" LU 16d = 9 GAGE x 3-1/4" 10. WOOD FRAMING NOTES – THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 0 10.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM V STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE 2007 OSSC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. CC 10.2 WALL FRAMING: ALL STRUCTURAL (SHEAR WALLS AND BEARING) STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS 0 16 n oc AT INTERIOR WALLS AND 2x6 STUDS © 16" AT EXTERIOR F.. 0 WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD C� WALLS AND A (3) 2x8 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID–HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT UNLESS SHEATHING SILL SS HEATHING IS CONTINUOUS FROM SI PLATE TO TOP PLATE. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc, UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 10.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING © 8'-0"oc (APPROXIMATELY • REVISIONS CENTERED IN THE JOIST BAY IF POSSIBLE) AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WI TH AR CH I TECTUR AL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO NO. DATE FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U–SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE–NAIL ALL MULTI–JOIST BEAMS TOGETHER WITH 16d SPIKES 0 24"oc STAGGERED. 10.4 ELECTRICAL, MECHANICAL, PLUMBING AND ARCHITECTURAL SYSTEMS: ALL ELECTRICAL, MECHANICAL, PLUMBING AND ARCHITECTURAL SYSTEMS (INCLUDING VERTICAL TRANSPORTATION SYSTEMS, EXTERIOR FINISHES AND CLADDING SYSTEMS) SHALL BE DESIGNED FOR SHRINKAGE OF 1/2" PER FLOOR ABOVE THE UPPERMOST CONCRETE FLOOR LEVEL. THE TOTAL ESTIMATED SHRINKAGE FOR VARIOUS HEIGHT BUILDINGS ARE AS FOLLOWS: STORIES TOTAL ESTIMATED SHRINKAGE 1 1/2" 2 1" PARTIAL HEIGHT SYSTEMS SHALL BE DESIGNED FOR PROPORTIONAL SHRINKAGES. LARGER THAN NORMAL FLOOR TO FLOOR HEIGHTS, MOISTURE CONTENT OF FRAMING LUMBER WHEN INSTALLED, TYPE OF FRAMING AND OTHER FACTORS MAY INFLUENCE THE ACTUAL SHRINKAGE. G. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (OSSC SECTION 1705) POST PER PLAN 1. THE SEISMIC–FORCE–RESISTING SYSTEMS COVERED BY THIS PLAN INCLUDE: /� 1.1 WOOD ROOF DIAPHRAGM, DRAG BEAMS, AND THEIR CONNECTIONS SIMPSON PB POST BASE IF TREATED WOOD; 02-13-2009 080394-01 SIMPSON PBS POST BASE IF NOT TREATED DATE JOB # 2. TESTING JDJ 2.1 WOOD CONSTRUCTION: WOOD MEMBERS AND THEIR METAL CONNECTORS SHALL BE STAMPED AS DESIGN CHECKED DESCRIBED IN THE "CARPENTRY" SECTION OF THE STRUCTURAL NOTES. \ \ LA AS NOTED 12x12 MIN. (16x16 MAX.) CONC. PLINTH LINTH DRAWN 3. SPECIAL INSPECTION SHALL BE CARRIED OUT AT FREQUENCY DESCRIBED AND FOR THE MATERIALS w/ 4 SCALE 5 VERT. & #3/ ( )# TIES ® 8 8"oc DESCRIBED IN THE STRUCTURAL NOTES. INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW. A w 1 _:: ,1 4. REQUIRED SERVICES OF CONTRACTOR 11_ ,11 ::i! !L I 1 •SHEET TITLE• •4.1 THE CONTRACTOR SHALL PROVIDE THE MATERIALS SUBMITTALS TO THE ENGINEER FOR APPROVAL. i z1 4.2 THE CONTRACTOR SHALL PROVIDE COPIES OF THE SPECIAL INSPECTION AND TESTING REPORTS TO THE ENGINEER FOR REVIEW. o CLR, TIP - (3) #5 EA. WAY • \ \ 'I • ` •� 4.3 AS REQUIRED, THE CONTRACTOR SHALL CONSULT THE ENGINEER ON THE INTENT OF THE CONSTRUCTION DOCUMENTS. \ \ — GENERAL STRUCTURAL 4.4 THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR STRUCTURAL MODIFICATIONS REQUIRED TO MEET NOTES . UNFORESEEN FIELD CONDITIONS. / 3,-0,. SQ. 4.5 THE CONTRACTOR SHALL SUBMIT A "STATEMENT OF RESPONSIBILITY" PER OSSC SECTION 1705.3 TO ■SHEET NO. THE OWNER AND THE BUILDING OFFICIAL WHICH INCLUDES, BUT IS NOT LIMITED TO, A STATEMENT THAT HE/SHE/THEY HAVE REVIEWED THE QUALITY ASSURANCE PLAN. TYPICAL EXTERIOR COLUMN FOOTING 2® S-2 NTS 2x4 DIAL. BRACE @ 8"-0" O.C. 2x CONT. BLK'G w/ WHERE DIAGONAL BRACE 3 10d TO DIAPHRAGM LENGTH EXCEEDS 6'-0", ATTACH 2x4 LATERAL PANEL EDGE NAILING w/ (3) 16d EACH END O PER PLAN TO BLOCK ��/��. ��. ...�_�.�/��• �� .—/ ��.� �--/ ��--�/ �/ BRACE AT MID–SPAN w/ `` Al /AI (2) 16d TO EACH DIAGONAL SHEATHING PER PLAN ku lom rfa structural engineers .. . '` != =M' 2x4 ® PANEL EDGE NAILING Consulting Engineers 4"-0" O.C. (1) BAY 2x BLKG. PER PLAN (12) 16d @ 3" O.C. STAGGERED _ 2x4 © 24" O.C. w/ (2) w/ Phone:206.615.9700 w 2 16d AT BRACE w A34 TRUSS PER MFR Fax: 206.615.7737 AT EACH SIDE OF SPLICE ''---... . : EA. END EACH END —7 (1) BAY 2x BLKG. WT /C. STAGGERED �► — �- ORD ELSEWHERE �� `1' Seattle,Washington 98121 SPLICE FIRM BRG. s — MAIN ROOF.. �. �- �i��l��l�■■I ummu ■■■o Is■■■■■■∎■■■■■■� '` . (3) 16d I _'I� FRAMING '- U CTUR II PER PLAN 2x BLKG. AT TO BLKG. � TRUSS s� ED PROFq� s I A35 ® EACH SIDE PER �-� F` / BOTTOM CHORD MAIN ROOF JOISTS �� G N o TF PER MFR. EF SPLICE w (3) 16d PER BLOCK/ INTERIOR I SHEARWALL SCHEDULE �' 41 16499 'A 9�► I TO JOIST BELOW -1 . �►, ∎-,.i �� OREGON I '—• .� A34 C4 48" O.C. 16d:N8IAII O.C. Ilh --� ��9y ��^�,��DIAPRAGM 2x6 DIAGONAL 2x8 TOP PLATE ACROSS �FQr a' pS`)�2x4 24 O.C. �`� :.. EDGLING BRACE 48'" O.C. TRUSS PER PLAN PARTY WALL JOHN F�� BOTH WALLS. ATTACH TO —1 �.„ ATTACH TO BLKG. W/ ,, PER PLAN- ` I PLATES BELOW PER EXPIRES: 12-31-2009 -vim (5) 16d NAILS, A34 TO 16d TOENAILS C� 8 O.C. SHEARWALL SCHEDULE.f TR S T r ■ WALL TOP PLATE AND US 0 PLATE 6 0 MIN. BETWEEN SP ICS I MAIN ROOF H2.5 TO TRUSS FRAMING SHEATHING AND SHEAR BOTTOM CHORD SPLICE TO OCCUR AT A WALL EDGE NAILING PER WA. LL VERT. STUD (TYP.) –PROVIDE 2x6 © EDGE A34 TO PLATE SHEAR WALL SCHEDULE • PROJECT EDGE DETAIL OF VENT HOL E TYPICAL TOP PLATE SPLICE DETAIL DETAIL 2 DETAIL NTS NTS NTS NTS CO 2 ,.2 n Z , , SHEATHING AND SHEAR WALL EDGE NAILING a 0 PER SHEAR WALL SCHEDULE 16d 0 8" O.C. TYP. AT 0 0 BUILT UP STUDS 0 111 �_ zy,� ,Mzzz��. zz:zz �z^Ezz � ;z z�',z,�� }} ., ;;}} s a.u.,z;..::. :;3zr};:,zz HOLDOWN STUDS PER ,,,.,,, : „ :. ,x SHEAR WALL SCHEDULE (HEM FIR LUMBER) aiizzzz' , i;xzaii�zzziigw,„ciz�M1<�v i?ciz� 'a„zzz,�;;rz�#;;�;max ' ''.' f � \ — SCHEDULE – (3) STUDS i�,zz zz, ,,,,�:;zzzz;>.z?zzz�ziziiz?�zz,Cs,��z•:?-:^;�;:;, ' zt,;zz�,-,. 0 0 �zzz,rzzz;e�z`iz;, ;zz,�,? �,zzz11,z1z?>z�iiiz,zzz�:z s zzzz'z,,,�'� ;#z . :$.�.} , MIN. TYR SHEATHING NOTES 1 2 3 4 8 ALLOWABLE BLOCKING/ - xiiiigin LATERAL TIE WALL PLATE TO TUDS,,• �z�#zz�?;zz',�.;??�i,�'�.,,,z,,;�zz;z?��v>< '..??...:<z:zz;x ':;z�' S-A~ ,:-I i sz .�.. z ' ANCHOR SHEAR FDN PLATE.�xz.,. �,zz::zzzz�:::��,::.: ,, MAR K L A PLATE OR BLOCKING NAILING MIN; zz;}��;r�z .�x:�}�}��:;� �#�:.::. .AK�;} . . PANE EDGE N IL� BOLT SPACING CAPACITY MIN.� ..zz .,,zz z..z APPLICATION ( SN ( ) Li HOEDOWN STRAP PER SPACING (NOTE 9) ( 0 5) (NOTES 5,9} PLF NOTE 7 OTE 7} 10 STRAP CONNECTOR # OF STUDS (NOTEJ, ,HOEDOWN � iz z` z ;zzx z� •.- -,� L._- LENGTH TO STUDS OR POST $ _¢ •• •. BEAM BELOW, CENTER SW-6 ONE SIDE 10d @ 6"oc LTP4 c 24"oc 16d @ 6""oc 48"oc 250 2x 2x L.L. • • STRAP ON STUDS) REFER TO TABLE FOR STRAP "" �" �” "" Q NAILING AND LENGTH '– 2x SW-4 ONE SIDE 10d @ 4 oc LTP4 CO 16 oc 16d ® 4 oc 32 oc 350* 2x 2x I • • MSTC28 2 4 (16) 16d SINKERS (2) 2 ------------------------------------- • • ---,---------------------- SW-3 ONE SIDE 10d @ 3"oc LTP4 @ 12"oc 16d @ 3"oc 32'"oc 470 3x 3x Ci) l . • • MSTC40 31-4" (36) 16d SINKERS (2) 2x NI:: • • BOTH SIDES "" "� �"4 •••• – SW-44 6 10d ® 4 oc LTP4 ® 8 oc N/A 24 oc 660 2x 3x • • MSTC52 4' 4" (48) 16d SINKERS (3) 2x (NOTE ) BOTH SIDES Li • • ■... _i • SW-33 (NOTE 6 10d 3"'oc LTP4 ® 6"'ac N/A 16""oc 940 3x 3x 0 •� BOTH SIDES '" �" �� . . . . SW-22 1 Od C� 2 oc N/A W 22 LTP4 N 1100 3x 3x S C� Soc r� � HEADER PER PLAN 12 oc • • -- HOLDOWN STRAP PER PLAN (WRAP •• •• (NOTE 6) -F • • AROUND BEAM ABOVE, CENTER • • * ALLOWABLE VALUE IS REDUCED FROM IBC TABLE FOR FRAMING SIZE. STRAP ON STUDS) REFER TO • REVISIONS • • FOR STRAP NAILING AND LENGTH NOTES: • • • • 1. SHEATHING SHALL BE 1/2" OR 15/32" APA RATED CD GRADE PLYWOOD OR ORIENTED–STRAND BOARD (O.S.B.), TYP UNO. • • -HOEDOWN STUDS PER NO. DATE — SCHEDULE (2) — 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. STUDS MIN. TYP. 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. I. § 'V I— 4. PROVIDE 10d @ 12"oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. S �.� . 5. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO y 7 - THE SAME PIECE OF FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE NTS PLATES OVER APA RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT S US CO 0 S 0 UI ENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES.ES. A FRAMING Q A35 F AMING ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING SHOWN ABOVE. -. : , K -7- z 6. WHERE SHEATHING IS APPLIED TO BOTH SIDES, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EACH SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x BLOCKING/FOUNDATION PLATES FOR ALL DOUBLE SHEATHED WALLS. - SHEATHING AND SHE A R W ALL EDGE 7. IN SEISMIC DESIGN CATEGORIES D, E Sc F, PROVIDE 3x STUDS, BLOCKING, AND FOUNDATION SILL PLATES IN SHEAR PANELS WHERE THE ALLOWABLE SHEAR VALUES EXCEED NAILING PER SHEAR WALL SCHEDULE / HOLDOWN STUDS OR POS T 350 POUNDS PER LINEAR F OOT. IN OTHER SEISMIC D E SIG N CATEGORIES, TYPES (UNLESS USE 2x STUDS FOR ALL SHEAR WALL TYPE NOTED OTHERWISE ON PLANS) AND USE 3x BLOCKING FOUNDATION PLATES FOR DOUBLE SHEATHED WALLS ONLY - � : PER PLAN 2 2x MIN. / UP TO OF FLAT SHIM MAY u o 0 BE PLACED HERE TO AID IN SHEAR WALL EDGE NAILING AT ANCHOR CONNECTORS # OF STUDS EMBEDMENT 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, L TO HOLDOWN HOLDOWN Y P E L PLANS WALL,DOORWAYS. PROVIDE HO DOWNS PER P ANS AT EACH END OF WA UNO. PROVIDE ROVIDE EDGE NAILING TO STUDS GRIPPED BY HOLDOWN. INSTALLATION OF HOLDOWN EACH HOLDOWN STUD OR POST BOLT 0 OR POST DEPTH f STUD(S) STUDS 9. NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE. I •1 I I I RECESS BOLTS AT PNEUMATIC NAILING PLAIN SHANK, COATED OR GALVANIZED i H � END WALL CONDITION 5 = f • HDU2 (6) SDS 2 SCREWS (2) 2x 8 _ – 8d .131 DIAMETER x 2 1 2 MINIMUM LENGTH • 10d = .131 DIAMETER x 3" MINIMUM LENGTH CONNECTORS TO HOLDOWN °' 9" 16d = .131 DIAMETER x 3-1 2 MINIMUM LENGTH STUD AS REQUIRED BY MFR. HDU4 �g � (10) SDS 2� SCREWS (2) 2x 9 / I SEE SCHEDULE HAND NAILING – SINKERS, COATED �_ I I HDU5 54"0 14 SDS 2 SCREWS (3) 2x 10" 8d = 11 1/2 GAGE x 2 3/8 11 I—I-- HOEDOWN PER PLAN ( } � 10d = 11 GAGE x 2-7 8"„___h. 3 I I 02-13-2009 080394-01 7 N, // 16d = 9 GAGE x 3-1/411 — DATE SLAB PER PLAN HDU8 � � (20) SDS 2� SCREWS 4x6 1 0 JOB # I--FRAMING CONTINUOUS /� , f" 10. WHERE 3x BOTTOM PLATES ARE REQUIRED, USE (2) 20d END NAILS OR (4) 8d TOE NAILS FOR PLATE TO STUD NAILING. JDJ WHERE OCCURS HDU11 1 (30) SDS 23 SCREWS 4x6 1 –2 11. CRITERIA: 2007 OSSC TABLE 2306.4.1 DESIGN CHECKED L_ __ __ ___ �� DOUG FIR LUMBER II /N /, 2500 psi CONCRETE MINIMUM JLA AS NOTED III HDU14 1"0 (30) SDS 3 SCREWS 6x6 1 4 p ASTM A307 ANCHOR BOLTS WITH 2 '4" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM EMBEDMENT. DRAWN SCALE ' ' 12. WHERE SEISMIC–RESISTING SHEAR WALLS HAVE HEIGHT–TO–WIDTH RATIOS GREATER THAN 2:1, ALLOWABLE SHEAR VALUES HAVE BEEN REDUCED IN THE CALCULATIONS ACCORDING TO IBC TABLE 2305.3.3, FOOTNOTE A. 4 NI SHEET TITLE 8" 13. INSTALL 3x3xJ It WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. AT U 8 O.C. TYP. 14. "HOT–DIP" GALVANIZE ALL NAILS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD. � AT BUILT UP STUDS V CAST–IN--PLACE HEADED ANCHOR BOLT AND WASHER, OR ALL THREAD WITH HEAVY STRUCTURAL HEX NUTS AND WASHER �T 2 DETAILS �w ,. SEE TABLE FOR EMBED DEPTH •SHEET NO TYPICAL HOLDOWN (j'• - NT S NS TS H EARWALL SCHEDULE (DOUG FIR LUMBER) S -3 WHERE HEADER INTERRUPTS TYP. COORDINATE PLACEMENT OF PANEL EDGE NAILING �' BOTTOM PLATE ATTACHMENT DOUBLE TOP PLATE, PROVIDE HEADERS WITH ARCH. 1 PER PLAN PER SHEAR WALL SCHEDULE LSTA24 EACH END DRAWINGS; IN GENERAL (MIN. 16d @ 8" O.C. AT rfa structural engineers BOTTOM PLATE. PLACE HEADERS LOW ONLY I PANEL EDGE NAILING NON-SHEAR WALLS) Consulting engineers TYP. AT DOOR AND WINDOW � � ATTACHMENT PER PER PLAN . DOUBLE TOP PLATE SHEATHING AND SHEAR SHEAR WALL SCHEDULE I PANEL EDGE NAILING OPENINGS LSTA15 © 32" O.C. SHEATHING AND (MIN. 16d 8" O.C. AT SHEATHING AND SHEAR WALL PER PLAN TO BLKG. Fax:ne 206.615:97300 WALL EDGE NAILING PER I ( � website:www.rfaen ineers.com I"f I \\ I JOIST TO JOIST TOPPING PER PLAN SHEAR WALL SCHEDULE NON-SHEARWALLS) EDGE NAILING PER SHEAR SHEATHING AND TOPPING g WALL SCHEDULE -1 SHEATHING AND TOPPING PER PLAN ~— PER PLAN � 2013 4th Avenue,Suite 202 Seattle,Washington 98121 A35 CLIP ANGLE 1--- �� —`'� I ?* 2IN. mmr �—.� .�, RJST w/ ( ) 16d =PER � '� u cruR (6) 16d MIN. SHEAR WALL_ SCHEDULE I AT NON-SHEAR %�� ® ® s� ED PROPS MIN. 16d T OENAILS 8" O.C. II ON SHEAR I�� , , � ( , JOISTS PER PLAN �G�NeF o REFER ARCH. REFER - �. 9 � AT NON SHEAR WALLS ra I t 16499 l TYP. - 1 4'-0" MIN. CONT. 2x ARCH. I I „./STUDS BLKG. � 48 O.C. w/ A34 OREGON JOIST PER BEAM PER PLAN JOIST PER PLAN AT BLKG. TO PLATE AND SI: �� HEADER PER PLAN H2 BETWEEN BLOCKS �a, 5-PLAN � : T 5 Ii 8d EA. JOIST BOTTOM LB HANGER (SIZE TO PLATE EXPIRES: 12-31-2009 I 16d g 8 O.C., TYP. TO MATCH JOIST) °` HEADER PER PLAN WHERE HEADER PER PLAN WHERE TRIM STUD POST PER AT BUILT UP STUDS OCCURS. REFER TYPICAL PLAN, (PROVIDE MIN. (2) OCCURS. REFER TYPICAL HEADER DETAIL(S) 2x STUDS AT HEADERS i HEADER DETAIL(S) OVER 6'-O" IN LENGTH) - TYPICAL EXTERIOR WALL ' PROJECT TYPICAL HEADER DETAIL TYPICAL SAWN JOIST FLUSH BEAM CONNECTION (SAWN JOISTS PERPENDICULAR) TYPICAL EXTERIOR WALL 0 (SOLID SAWN PARALLEL NTS 2 4 NTS NTS NTS en 2 m 1 / PER ARCH NON-STRUCTURAL WALL PER ARCH. DWG. BOTTOM PLATE ATTACHMENT ' PANEL EDGE NAILING PANEL EDGE NAILING 2 0 I TO BLKG. PER SHEAR WALL a PANEL EDGE PER PLAN BOTTOM PLATE ATTACHMENT PER PLAN � ® (...9 SCHEDULE (MIN. 16d @ 8" O.C. NAILING PER PLAN PER SHEAR WALL SCHEDULE 2x BLKG. CONNECTION � ® W AT NON-SHEAR W AL i LS) � (MIN. 16d 8 O.C. AT NON- 1� TO TOP PLATE BELOW PER 2x BLKG. ATTACH PER Z oc SHEAR WALLS) SHEAR WALL SCHEDULE. SHEAR WALL SCHEDULE 0 CD 2x BLKG. ATTACHMENT TO (MIN. 16d TOENAILS © 8" O.C. RIM � I I JOIST TOP PLATE BELOW PER NON-SHEAR V AT WALLS) w (2) 16d TO SHEAR WALL SCHEDULE JOIST ii ix (MIN. 16d TOENAILS @ 8" O.C. SHEATHING AND TOPPING SHEATHING AND TOPPING PER PLAN �.. AT NON-SHEAR WALLS) I PER PLAN WII r t- , , .,..:. �� •�1s��. - r . .. ,. E. 0 _ _ 1 .,.A 11 I c f) 1 0 A4■,..;Al 1 11 Z 0 irk jr ! JOIST PER PLAN I l SHEATHING AND SHEAR WALL EDGE NAILING PER JOIST PER PLAN SHEATHING AND SHEAR WALL SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR (REFER ARCH. DWGS. FOR HEADER PER PLAN SHEATHING AT NON-SHEAR WALLS) CANTILEVER WALL SCHEDULE _ ) (REFER ARCH. DWGS. WHERE OCCURS I I / PER,ARCH -SHEATHING AND SHEAR ® REVISIONS 2x BLKG. EACH SIDE (2-6 MAX} WALL EDGE NAILING PER FOR SHEATHING AT i PARTY WALL WHERE OCCURS ® 48 O.C. w A34/HEADER DETAILS) EAR TO PLATE BELOW:x: FOR ADDITIONAL (REFER ARCH. DWGS. NO. DATE _A INFORMATION FOR SHEATHING AT NON-SHEAR WALLS) TYPICAL INTERIOR WALL (SOLID SAWN PERP.) PARTY INTERIOR WALL (SOLID SAWN) DETAIL 6 NTS 7 NTS S NTS PRESSURE TREATED SILL PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE ' (MIN. 2x SILL PLATE w/ 5A"c6 ANCHOR CHOR BOLTS ® 48" O.C. w/ PLATE WASHERS 3x3x1/4 ; 'D' EMBED MIN. 7" INTO CONCRETE - / D / 2x H • ) AT NON-SHEAR WALLS) CONCRETE WALL SHEATHING AND SHEAR CORNER BARS TO SHEATiiLL HING WALL E INSULATN WHERE OCCURS,PRESSURE TR AT DGE NAING PER E ED LL A ti C RNER RS T 0 B 0 R I 02 13 2009 080394-01 HORIZ REINF 1 ADDITIONAL ALT HOOKS ADD 1) #5 ARCH DWGS. FOR SHEATHING SHEAR WALL SCHEDULE (MIN. 1 DATE JOB # ( HOOKS) I 4 @ 12 O.C. (VERT.) SLAB ON GRA DE DIAGO AL IN WALL AT NON-SHEAF WALLS 2x SILL PLATE w � � ANCHOR # VERT BARS WALLS) w/ CROSS WALL ALTERNATE HOOKS JDJ BOLTS @ 48" O.C. w/ PLATE PER PLAN � / L E SLAB ON GRADE I ��-1 DESIGN CHECKED II' o , x WASHERS 3x3xJ ; EMBED ,. PLAN @ SINGLE CURTAIN - - \ m PER PLAN MIN. 7" INTO CONCRETE • • ; � x x x x JLA AS NOTED �� y' � - o I AT NON-SHEAR WALLS •_• DRAWN SCALE •I � F =III-III= RiteiiTi'� °;• NORMAL FOOTING �- �- E- -III •�-�Y', •j. IL REINFORCING, PER l o - 0 =III=III= ■SHEET 11TLE ADDITIONAL VERT BARS PLANS AND SCHED o x x x x x x w ��_ _ .. • • • — #4 @ 12" 0.C. (HORIZ.) - CORNER BARS TO ,---111-=-111:---- --= •�►`•• %coff. �� .,* ,,.�,a , z_ (Y o �. VIII, \ •1�� -_�� ••• ' • -'•i—�\/ — l..L V I �• ��, CORNER BARS TO MATCH CROSS WALL ��, MATCH EXTERIOR ADD BARS TO _ z - � HORIZ REINF 0 .IIEI11=1�1= = ,. /.�4 HORIZ REINF MATCH NORMAL _ = - w . 1..''r •:I ' A- - -Q J, (2) #4 CONT. BOT. REINFORCING - ,�� !�`,:I CORNER BARS, TYP o _ _ \ III_III_III CROSS WALL _ STRUCTURAL 2 0 LINE OF EXCAVATION- _ � - - - - 2 4COTI _ - _ „ { ) # CONTINUOUS DETAILS 1�1 111 111 r , J FOOTING DRAIN, - - NATIVE SOIL -1 I�I I�I I I � '� 1 6 SOI OR NORMAL FOOTING c� i BOT. 0 MAL F00 � REFER ARCH., CIVIL aNic? STRUCTURAL FILL PLAN @ DOUBLE CURTAIN REINFORCING, PER OR CONTRACTOR 4" 8" 4" PLANS AND SCHED NOTE: PARTY WALL @ SIM. '' 4I' '' 4 TYPICAL RNER BAR ARRANGEMENT DESIGN SHEET NO. CO CONCRETE WALL TYPICAL STEPPED FOOTING Ch--- TYPICAL INTERIOR FOUNDATION (THICKENED SLAB) DETAIL 9 NTS 0 NTS NTS NTS SE-4 1 PER ARCH. DWG. PANEL EDGE NAILING PER PLAN AM EACH END 2x RIM JOIST 2"-0" MAX. AT BRACE BAY BLKG. PLATE w/ A35F, SPACING PER BLKG. CONNECTION TO TOP PLATE BELOW `f PANEL EDGE NAILING (3) 16d PER 1a structural engineers OUTLOOKER ON SHEAR WALL SCHEDULE consulting Engineers PER PLAN TO BLKG. 4 NON—BEARING WALL %��i iw�is:Ell 1/ ■ i.� ' W .�V A �'1 i•i __■CJ' ��J —iell/.A Phone:206.615.9700 SEE ARCH DRAWINGS ►yi +.l - Imo+ , + +,,. ++3 V + .± �-- @ Fax: 206.615.7737 JOISTS PER PLAN 111 �_'� + + Ma 16" 2x4 OUTLOOKER CO) 24" , • • Website:www.rtaengineers.c�m 16d 16 O.C. TO BLOCKING � 'GABLE END `` '`O.C. w A34 TO FIRST ,/ " il 2013 4th Avenue Suite 202 Seattle Washington 98121 T I-'—"'— "--""— °TS TRUSS AND H2.5 ® 48 TRUSS .r I �`` H2.5, TOP g 11 1 I O.C. TO GABLE END TRUSS ' PER MFR. I j ,/ 1 �, �,�/ 1 N-__2x BLKG @ 48" A ' ri 1 2x BLKG. CONNECTION TO TOP `` O.C. (3 BAYS AT .' —'-- PLATE BELOW PER SHEAR WALL , ' BRACE, 2 BAYS 2x SOLID BLOCKING v cru ", SCHEDULE ( MIN. 16d TOENAILS .' AT OUTLOOKER Iso CR RAC 24" O.C. w/ (2) 16d EA. END TO JOISTS © 8 O.C. AT NON-SHEAR / ,''\ w/ H2 BETWEEN ,PROFFs� WALLS) BLKG. TOP �` �� N1 4- 3 } f. i WALL PARALLEL TO FLOOR FRAMING k 16499 r ,� N____ NON—BEARING WALL SHEATHING AND 4_}-+ TRUSS PER SEE ARCH DRAWINGS SHEAR WALL EDGE '71 MFR. OREGON �..) JOISTS PER PLA 16d 0 16 O.C. TO BLOCKING NAILING PER SHEAR ,!,t �� 1a, S� L i�'-� WHERE DIAGONAL BRACE LENGTH EXCEEDS 6 -0 'V ANN V) -2x BLOCKING w/ (2) 16d WALL SCHEDULE HN EACH END TO JOISTS I ATTACH 2x4 LATERAL BRACE AT MID-SPAN EXPIRES: 12-31-2009 16d TOENAILS ® I w/ (2) 16d TO EACH DIAGONAL 8 O.C. TO PLATE ` 48"2x6 DIAGONAL BRACE 15 48 O.C. ATTACH TO TOP BLKG. DO NOT BREAK I w/ (5) 16d NAILS, A34 TO WALL TOP PLATE, AND H2.5 TO END SHEATHING AT PLATES TRUSS BOTTOM CHORD WALL PERPENDICULAR TO FLOOR FRAMING ■ PROJECT TYPICAL NON-STRUCTURAL WALL SUPPORT 0 (BOTTOM) TYPI CAL EXTERIOR GABLE END WALL (STANDARD TRUSS)el 1 NTS G-J) NTS u) 2 n Z 2 0 0 (9 EDGE NAILING ® LU PER SHEAR WALL Z QC SCHEDULE NOTES: 0 0 CAI ail V 1. WHERE NO STUD TO STUD NAILING IS INDICATED, U - II 74°"-41 - NAIL STUDS TOGETHER WITH 16d (4. 8" O.C. LL oc EDGE NAILING 2. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC. WIDTH < FACE NAIL PER PER SHEAR WALL ARE NOT SHOWN. V ii— SHEAR WALL € SCHEDULE MAX. DIAMETER (f) "` OF BORED HOLES SCHEDULE 3. SEE SHEAR WALL SCHEDULE FOR SHEATHING NAILING SAW CUT REQUIREMENTS. (.9 MIN /g , EDGE DIST (TYP) ` BORED HOLES ARE 4. SEE BEARING WALL SCHEDULE FOR MINIMUM STUD SIZE AND 0 CIRCULAR I SPACING. (VERIFY ACTUAL SIZE WITH ARCHITECTURAL) NOTCH , 1 ; TO BE SPACED AT rr//--- STUD LEAST A STUD WIDTH PARTY WALL TO EXTERIOR WALL WIDTH FROM A CUT OR NOTCH VEE NOTCH REVISIONS ' (:)/ MAX DEPTH f EDGE NAILING LET-IN w, BORED HOLES ARE TO PER SHEAR WALL FACE NAIL NOTCH 'k MIN DEPTH BE SPACED AT LEAST SCHEDULE PER SHEAR WALL NO. DATE f SCHEDULE TWICE THE DIAMETER OF THE LARGEST HOLE a _4 EDGE NAILING 1'a EDGE NAILING \ Jrr. ��, ,��T� PER SHEAR WALL PER SHEAR WALL V: �..i SCHEDULE ►�►� �►�. I, -.........,. :� ,, :- —;.r SCHEDULE EDGE NAILING A. CUTTING AND NOTCHING WOOD STUDS PER SHEAR WALL - FACE NAIL SCHEDULE PER SHEAR WALL (DO NOT NOTCH MORE THAN 3 ADJACENTS w/o REVIEW BY ENGINEER) SCHEDULE BEARING WALL STUDS TABLE NO. 1 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER SHEATHING PER PLAN NOTE: SIZE EDGE CUT OR NOTCH CUT OR NOTCH PARTY WALL TO INTERIOR WALL VARYING WALL SIZE PANEL EDGE NAILING REFER ARCH. DWGS OR CONTRACTOR 2"x4" 1" 2-1/2" DESIGN FOR VENTING REQUIREMENTS. 2"x6" 1-1/2" 4" PER PLAN (11h"0 MAX. @ 6" O.C.; DO NOT INTERRUPT NAILING) NON-BEARING WALL STUDS 2x BLKG. ATTACHMENT TO TABLE NO. 2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER TOP PLATE BELOW PER EDGE NAILING SHEAR WALL SCHEDULE /, SIZE EDGE CUT OR NOTCH CUT OR NOTCH EDGE NAILING PER SHEAR WALL PER SHEAR WALL (MIN. 16d TOENAILS @ ,, 2"x4" 1-5/8" 1-7/8" SCHEDULE 8" O.C. AT NON-SHEAR f--ff 2"x6" 2-1/2" 3" SCHEDULE WALLS mfr 02-13-2009 080394-01 DATE JOB ii B. BORED HOLES IN WOOD STUDS 4 FACE NAIL �. pis JDJ BEARING WALL �,�Y PER SHEAR WALL REFER ARCH. // �ff�j' DESIGN CHECKED STUDS MAY BE BORED NOT IN EXCESS OF 40% THE i C S O 0 o OF TH STUD WIDTH. BORINGS �I _ L jolt SCHEDULE SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. ► v JLA AS NOTED �,•'� � � ,f-.-`:�� _�_I.... DRAWN SCALE TABLE NO 3 STUD MAX. DIAMETER MIN. EDGE DISTANCE EDGE NAILING ,;��r --' L +rff`..- '`f SIZE OF BORED HOLE AFTER BORING FACE NAILS PER PER SHEAR WALL SCHEDULE TRUSS PER MFR. ®SHEET TITLE 2"x4" 1-5/8" 5/8" EA SIDE OF HOLE SHEAR WALL f 2"x6" 2-1/2" 5/8" EA SIDE OF HOLE SCHEDULE I NON-BEARING WALL I ----f£ HI AT EA. TRUSS STUDS MAY BE BORED NOT IN EXCESS OF 60% OF THE STUD WIDTH. BORINGS W ALL INTERSECTION WALL CORNER I ££` SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. PER AI;;1-I. SHEATHING AND SHEAR WALL EDGE NAILING PER TABLE NO. 4 STUD MAX. DIAMETER MIN. EDGE DISTANCE SHEAR WALL SCHEDULE STRUCTURAL SIZE OF BORED HOLE AFTER BORING HEDU E DETAILS (REFER ARCH. DWGS. 2"x4" 2-1/4" 5/8" EA SIDE OF HOLE FOR SHEATHING AT 2"x6" 3-5/8" 5/8" EA SIDE OF HOLE TYPICAL EXTERIOR WALL NON-SHEAR WALLS) ■SHEET NO. TYPICAL NOTCHED STUD TYPICAL WALL INTERSECTIONS (ROOF TRUSS P 9 CiDi 12 - NTS NTS NTS ila structural engineers Consulting Engineers Phone:206.615.9700 Fax: 206.615.7737 FTC Website:www.rfaengineers.com PRESSURE-TREATED 2x ATTACH I RISER & THE I TO""CONC. w/ Jx6 TITEN HD @ 2013 4th Avenue,Suite 202 Seattle,Washington 98121 SEE ARCH 24 oc (MIN. (3) EACH STAIR). 0212 HANGER, TYP - L cr u v A35 (� EACH �R Rq s PROF STRINGER- STRINGER �.`�� `N F�/ PER PLAN G NOTCHED STRINGER 4x12 - r' F -9 Is � � 16499 gOT OR STRINGER 4x12 IST ` PER PLAN OREGON "" HEADER 9y %� ° ° ° ° 8 MIN °oo�oo p°o °oo�joo °o o \ PER PLAN �� 1 $� JOHN FO • • /1 1 LANDING JOIST OR U212 HANGER 8" MIN EXPIRES: 12-31-2009 �, FLOOR JOIST HEADER SLAB ON GRADE SIMP "U" HANGER - PER PLAN / 1'-2" • PROJECT 1 _,) TYPICAL BASE OF STAIRS STAIR LANDING 0 STAIR LANDING NTS 3 NTS NTS ci) z 2 0 0 0 0 0 L-6 oc V Q 0 z 0 • REVISIONS NO. DATE 02-13-2009 080394-01 DATE JOB # JDJ DESIGN CHECKED JLA AS NOTED DRAWN SCALE •SHEET 11T1 STRUCTURAL DETAILS •SHEET NO. S gm6 ►� 11 2x4 BLOCK BEHIND NOTE: SHEAR DIAPHRAGM 4 �� TUB NAILING FLANGE SIDING OVER BUILDING The purpose of this detail is to indicate types of locations MAY OCCUR ON EITHER FELT AND SHEATHING. SEE NO SIDING AND FELT D1 of wall ceiling and floor penetrations that need to be SIDE OF THE WALL OR » '�� FIRECAULK GAP ATTIC - g P 5 8 GWB B 9/D7 FOR FELT INSTALLATION ii!,, - fire-resistance rated in accordance with 8317.3 of the 2008 AT UTILITY SPACES -. » , ON 80TH SIDES. . • _. \ ---v-wftwommest.."INSTALL 5/8" TYPE X GWB 5/8" GWB OVER SHEAR PANELS / ORSC. The thick lines in the detail indicate a penetration by :►' BEHIND TUB. I BOTH SIDES WHERE INDICATED 1 a pipe, conduit, vent, etc., whether plastic., (combustible) or , . EXTERIOR _ FOR SHEARWALL EXTERIOR non-combustible. =4 li INSTALL 1 LAYER 3/4" WALL �_ WALL AT In general these penetrations (or the annular space around r T 77/ ��/ /7/ �� r �� t< ,j. �� , OSB UNDER TUB IN PLACE UL WL1052 I 2 T T T T T T T T T 2 i 'III. OF GYPCRETE 1 HR I DECKS them) would compromise the integrity of the fire-rated /// ' WOOD assembly unless it were closed off and protected during a - ,,, JV I D E /i I. ATION �� ©.,. INDICATION —� P , P P - m I�;,_ ! _„ DROP EXTERIOR plates of non-rated walls into the rated floor assembly :: 6 6• i •-PARTY CEILING �� WALLS needs to be fire-resistance rated. 2 t— METALLIC - WALL The Contractor shall determine the fire-resistance rating for �• ,'�NARD J. .:': 1 2x STUDS AT 16 O.C.lilt PIPE each situation, and tested assemblies shall be submitted to TAPE & PAINT GWB TYP. 5 „ /1\ r W/$ GWB OVER 2x6 STUDS AT O) the Architect and the Cit in accordance r 1 ' - ' �Ir2 ,,`'�, II, ��,�� "Deferred Submittals° section on the Cover She the 16” O.C.�_ � T�_I_ o ,o ��_�_�. _ _�`_�_�_�_�_�_�_I`.�_�_� NON—RATED WALL ` ` ` ` ` ` ` PENETRATIONS INTO INTERIOR BEARING WALLS ON THE FIRST NON-RATED WALL .. . ©w -_ ____ __ BUT ACCORDING TO .-./2)4p fk>, VI © ® SLAB ON GRADE BEARING INTERIOR FLOOR OF 6-PLEX BUILDINGS BUT ACCORDING TO NOTE: O a m 14 NEED NOT BE PROTECTED. WALL _ ARE REQUIRED TO BE 30 TABLES 721.6, THE GWB TABLES 721.6, THE O L ., Di pi NON-BEARING VAPOR BARRIER REQUIRED, SEE WSULATION INTERIOR GWB STUDS AND MINUTE RATED. PENETRATION AND STUDS PROVIDE 50 NOTES ON SHEET D5. PVA WALL PRIMER MAY ' / III WALL OF RATED WALLS MUST BE MINUTES OF PROTECTION INSULATION PROVIDE 65 / I- 0 BE USED AS VAPOR BARRIER. l MINUTES OF PROTECTION W PROTECTED. SEE 13/D1 FROM EACH SIDE. FROM THE INTERIOR. V) La Iii- TUB DETAIL PENETRATION LOCATIONS FOR FIRESTOPPING IN STACKED FLATS z 0 1 17 13 TYPICAL INTERIOR WALL EXTERIOR WALL _ 1" = l'-0" SECTION NO SCALE 1' SECTION 3" = -0" PLAN 3" = 1'-0" v 2 o PLAN z ..... (/) Z — = Qr 1" 'GYPGRETE 2000' OVER (I H U 1 HR. UL L514 SYSTEM 13 3/4" PLYWOOD SUBFLOOR OVER SIDING OVER BUILDING RATED WALL w 0 14' Finish Flooring - Floor Topping Mixture* - 3 to 7 gal. of water mixed with 80 lbs. 2x10 AT 16" 0.C. FELT AND SHEATHING. ACCORDING TO TABLES 721.6, I- W W in SEE 9 D7 FOR FELT THE GWB, INSULATION AND z - D I' of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be / 1000 psi m f r:', INSTALLATION O Thickness to be 3/4' min when with sub-flooring •'�"�•� ` �� ... used with 19/32 in thick plywood d ': .:.. : STUDS P p py oo sub flooring .. . . . . . r�" . .. , ... .. . _ PROVIDE MORE THAN THE - �� • i - •�.,u�, `iir` iii .�iii�. ,:iii• v � V or 1 in. min when used with 15/32 in thick plywood sub-flooring. REQUIRED 30 MINUTES OF > Maxxon Corp.-Type D-C, GC, GC2000, L-R or T-F. 2 PROTECTION. Q J /°1 Vapor Barrier - (Optional) Commercial asphalt saturated felt 0.030 in. thick. STUDS @ FOR PENETRATIONS, SEE 13/D1 u, l• -1 N Sub-flooring - 15/32 or 19/32 in thick plywood min grade "C-D' Exposure 1 or °C-D" /// /7/ 16" OC F- r W It with exterior glue conforming with PS 1-83 specifications. Face grain of plywood 2 2 • - _- -- 0 p �. m•to be perpendicular to joists with joints staggered. 4. Cross Bridging - 1 b 4 in. ZJIS1JOiSJ1 °'0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E filoor systems descnbed above, 1 1 .� �1 by 3 in. cross bridging may be used. -.... .:..... .... ..._._ . .-.. : c., o CO 0 5. Wood Joists - 2 by 10 in spaced 16 in. OC, fiirestopped. R11 BATT : • . . - . - = • . I LA •' FIRE 0 b. Furring hannels-Resilient - Formed f INSULATION g o 0 25 MSG galy steel, spaced 24 in. OC „ , 1 BARRIER gR E splices 4 inand fastened to each 5/ GWB OVER 2x joist with 1 1/4 in. long furring channel screw. 1/2 RESILIENT a <<<<< Z O CHANNELS AT 24 OC STUDS AT 16 O.C. 7 \....------1 M . Wallboard, Gypsum* - 1/2 or 5/8 in. thick, 4 ft wide, installed with long dimension 1 1 1 1 1 1 . perpendicular to furring channels and the side edges of the board located between joists. NON—RATED WALL ... Fastened to furring channels with 1 in long wallboard screws spaced 12 in OC. BUT ACCORDING NG T 0 E nd 1 o int sofwa l Iboard (or lath) similarly I Y fasten ed t o additional al P feces o f furring TABLES 721.6, THE �8 X GWB channel to extend a min of 3 in beyond ends of butt joint. Screw located 3/4 in min 1 ,,,,.- distance from sides and 1/2 in. min from INTERIOR GWB AND STUDS SHEAR DIAPHRAGM WHERE EACH SIDE '' o ends of wallboard (or lath) sheets. 0 8. Screw, Furring Channel - Case-hardened steel, 1 1/4 in. long, 0.150 in. diam shank, PROVIDE 50 MINUTES OF OCCURS, SHALL BE PLACED : > diamond point, Phillips-type head. PROTECTION FROM THE BETWEEN STUDS AND GWB w N P t- .,,.,,,- 9. Screw, Wallboard - Case-hardened steel, 1 in long, 0.150 in diam shank, self-drilling SOUND 60 STC TL 81-11� INTERIOR. Q 55 IIC IN 81-1 CUSHIONED VINYL ' pi and self-tapping, Phillips-type head. o .;;_:. 10. Joint System - For Wallboard or Lath, Paper tape embedded in C m ntiti s Iii e e ou compound 0 ound Y .. P P P U NINSULATED EXTERIOR WALL GARAGE - TO - UNIT WALL :,} _ over joints, and exposed screw heads covered with compound, with edges of compound >.' >>P feathered out 3" = 1'-0" = " PLAN - - PLAN ��x1: E* TYPICAL FLOOR - 1HR. HORIZONTAL FIRE BAR RIER :. ::::. 1 1/2" = 1'-0" SECTION < z 3 �' .....„„..,„, LU - / 3/4" PLYWOOD SUB 0 2x2 NAILING AND FINISH FLOOR ;.::v. STRIP }.,>{:<'; //r /// /// /// //r� /� /� /// I '`E ?iiii: ' /rr /// //r c� 26 GA LINE JO ST BAY WITH 5/8" -) 2 UNIT B1 DUCT :, TYPE 'X GWB FLOOR FRAMING 4 KITCHEN ti .nv.v,xvCi4 .vvxx nv. _,__ ______ __m _ , , AT 16" OC D1 ;4' 1 FAN HOUSING 1 . �„ ;___ STUDS ® © > ALL INSTALLED ITEMS WHICH 14 16" OC �o FIRE...... .... ., . , .. . . .. .....-EP-7-- -....w. 1 1 1 l�L 1 1 1' � X 1 1 1 1 / III!I7rWJT PENETRATE THIS GWB SHALL D1 --- BARRIER �.. ARE l J BE FIRESTOPPED. 811 BATT B R „•!'11.11 �Y r♦...v.1 .xu ...v.8 TYPE X GW NSUL��TION . A. !„„Irmi4li. A. k .- 1 "' " � OVER 1/2" RESILIENT ` GWB CHANNELS AT 24" OC EACH SIDE O 11-111 DUCT GARAGE v .,••,..•:.6 l DOUBLE 2x4 WALL ON SEPARATE ONE LAYER Vs" TYPE X GWB 2 FC5420 OR... �a TYPE X GWB OVER Z .4,:g",,,,.,..,:,:- 1 HR. GA File No. PLATES WITH STUDS AT 16" OC girl'' ., WALL SHEATHING k_ 5/8 type X gypsum wallboard or veneer base applied at right angles to PROVIDE VERTICAL "'~ :` 1 �' 'i _Al 2 x 10 wood joists 16° o.c. with bd coated nails 1 7/8° long 0.0915" shank , ►1�_. 1 1 1 � 4,', AND HORIZONTAL �t z a. - .• •'-- •• '• -- — 1/4 heads b .c. Joists supporting - o o 1 nominal wood sub and finish floor, ---- , I FIREBLOCKING AT r T T T T T \ O ° M or 19/32 plywood`, p y ood finished floor with long edges T & G and 15/32 interior \/VALL LINE JOIST BAY WITH plywood with exterior glue subfloor pendiar to jots with jots staggered. TYPE CHANGE FIBERGLASS INSUL. .5/8" TYPE 'X' GWB 7 FIRMLY ATTACHED. > Z I 11/2 = 1 -0 PLAN p•q 4 W 1 1 DUCT PENETRATIONS FLOOR BELOW TUB ,� t5tLr w 3%z ACOUSTICAL �1/2" = 1'-0" / = SECTION SULATESIDE T T T ® Q 0 <`<' SECTION 1 1 2" 1'-0" USE �-- THERMAL BATTS 0 WALL SHEATHING AT GARAGE. L.) Z11111><:` liplwritl EX TERIOR WALL 4 W c <<xr>_1~..INSULATION , 44.4 . 1 1 1 (,L 0 I= 14 «<>::»IMINIMP �� ,:i �8 GWB W � . .<x;>�::> D1 RECESSED _ �;:� NOTE: CONTINUE WALL ;<{ »w' CAN LIGHT ROOF '�' SHEATHING TO THE ONE LAYER Va" TYPE 'X' GWB . "`"i` TRUSSES ,, ":_<;>:.....> » NEAREST CORNER. W' 'X' `` "' -_- _ _` 4 FLOOR SHEATHING OR... 5/a TYPE X GWB OVER r^•WATERPROOF DECK /ii iii fir / 7/ iii fii Vl z 2 ;, WALL SHEATHING .x::::w: COVERING OVER �• " rr nn 041 ........ .... 3/4" EXT. GRADE PLYWOOD `� V .. ATTIC l z M v. - (- INSULATION ,� SOUND TEST rtr rir < .,,..!...A.:7!..;04,z,,,,:: i ! tHii �I 59 STC -2 W ..„,,,,,,,,,,, 28 2 6 9 ,,.�i j"tItt :i�o .. j: t 1 .•�� A -- = - -- •P.T. FRAMING AS � J 1 Hour GA Fi e No. V1/P 337 .0 INDICATED JOB NO. , LINE JOIST BAY WITH 5/8” - - _.��::,. :_._. / - -- -- ---- - One layer 5/8 Type X gypsum wallboard applied parallel or at right angles to TYPE '�;' GWB 0 812 ..x.::.: i I Ye" GWB each side of double row of 2x4 wood studs 16" o.c. on separate plates 1" ::': '}>" apart with 6d coated nails, 1 7 8" Ion 0.0915" shank, 1/4" heads, 7" o.c. •'` ' \- HARDIE SOFFIT 8'-1" PLATE HGT. LEDGER p / g1 PROVIDE VENTED SOFFIT AT BOTH ENDS OF JOIST SPAN �� AS AN ALTERNATIVE TO BOXING IN THE RECESSED LIGHT FIXTURE Insulation is added for sound attenuation and is allowed by the Fire Resistance A "JURISDICTION APPROVED" RATED FIXTURE CAN BE USED. Design Manual, General Explanatory Notes, item 10. A 1-Hour Fire Partition D J 16 EXTERIOR FLOOR ii. LIGHTING PENETRATIONS 8 ENTRY PLANT SHELF TYP. PARTY WALL A iiiiiiiiii _..„.,.,.,..,,„..,...,.......,,,.. .,...... ...,„„.._.,. .„,... ,.._„,..„..._ 1 1/2" = 1 -0 SECTION 1 1/2" = V-0" SECTION 1 1/2" = 1'-o» SECTION 3" = 1'-0» PLAN ii. SHEET ORDER: A S D } mikel DIM. PT. A� SIDING PER ELEV. • r PT PLATE & W.R.B. SEE 9/D7 FOR ANCHOR BOLT INSTALLATION INSTRUCTIONS 0 � � PER STRUC. �` ►� R-15 RIGID INSULATION D1 1 IIII : . t) �� SILL SEALER ~ FIBER CEMENT SIDING. SEE ►� ►� III I MIN. DRIP III /� ELEVATIONS FOR TYPE 4 f .0. SIDING OVER WOOD SLAB-ON-GRADE ,, SHEATHING I� EDGE ` A 'r S -•x 6 1 ,r ►1, L, •e.e.e.e.e.e.e• •o•e.e.e.e._ o;� ° SLOPE GRADE g = .,::~ .kv .•,~ WRAP W.R.B. 12 BEYOND • CONC. SLAB •1 ►• ° a AWAY FROM •f ,: :r.; I �� PT. PATE ♦♦CORNER EACH WAY ►�,a _ ♦�� I. BUILDING - �a`i �al�a�� I ai�ar�✓�a��ai 1 z a`i[ v a, 1. ■��r' % i .�.�..�..�. ^• 1 �• mfr , �• �. , +•'Gs t f f: f ►� 24 AU EP'M ��.r • • • • •�ii • •� • • �40 d ° a' ENTRY SLAB III ENTRY SLAB ,,Pir:"0...~*.400.,,,f,#.74.1.004:04,0,74,74.7S■Procv,00.07: : 4 I . III a • , j1 .„,:, II .. ,, III I„......,..,.......„ I ! : E5 '�:!!L!1rTT:i d ,- FTGDRAIN & FILTER�ti ''.._t.,-„ ..,31,p.,,,iw. ,,r.,00.4>4..42A1, i . 11 1 1 1 I ..‘,..0D Ate6, 0 0 , ,b-6, ,4777 2-"."?..-41(; 1 1 L 6 6 1 _ _6 11 d od = 1= _ a �' ��,,,,, ° MATERIAL AS REQ'D i W III I I III III d L • z Q� /// �/�i /�`/ III -I1=I1=111 a I I1 -1I I;III - a = - L�� •I BY SOILS REPORT �Il I-' till III-III_ _III- I ' =1= = ___ — - =1 ( - 6 MIL. VAPOR a a d I , / � 5/4x4 EXTERIOR TRIM -I I-III=III=III=III=III=III=III-III 111_111 �— I d ° / 111=111=111-=111=-111_911_=111=111-11-111=-111=11_ a BARRIER I a �� FIBER CEMENT SIDING. 5/4x6 @ PANEL SIDING 6 MIL. VAPOR 11=111 ,III=III, I I I�i lI) I„ III I I 1-„I I LI �I I l�i R�o (n BARRIER FIRM BEARING ° I COMPACTED FILL �a%� Q U 1 a i • F SEE ELEVATIONS �4 C _ X�, �� FOR TYPE — ' FREE-DRAIN SEE S SHEETS FOR J °e°ee�i'a if O I� Z ,r SEE STRUCTURAL UC URAL / d MATERIAL STRUCTURAL INFORMATION $ . W FOR FOOTING SIZE SEALANT 14 AND REBAR •% . W 4 ° p! 1-* z TYPICAL CORNER A . � . N TYP. PARTY WALL AT FDN. WALL AT 6-PLEX E TYP. EXTERIOR WALL FOOTING o 9 5 CD 3” = 1'-0” PLAN 1" = 1'-0" SECTION �� 1 1/2" = 1'-0" SECTION , 1 1/2" = 1'-0" A SECTION Z I M Q Z r M O 0 N DIM. PT. ~ y - TT TT TT W W. :: ...,....„-: " I-. ..---2 GARAGE 'W EXTEROR W>INTERIOR D1 INTERIOR a -�J 6 6 6 cr SLOPE GRADE Z 1— e- W CONC. SLAB GARAGE SLAB ¢ •1 • O Q AWAY FROM r m \./ L _ z= � a BUILDING 6 r 1 4 4 -co o Q t t M S` N O LL ( A d d ° a III III III III III III II III ° _J_ p A SEALANT _ - �r-;fir�!r!r •� ° rr;�r rr,ter- I I 2x2 INSIDE CORNER TRIM 'i 3t? : ° I C Z�r it rr,rr rr rr' I •�r� .r:r or-.r-�:r-rr, III 11- -* C C o SEALANT = _ _ ® ° 1=111=11=111 ~? 111E111=117_11= d a 1=1 I I 1=-I 1=1 I • a Z < FIBER CEMENT SIDING. SEE 11=III-11=ICI Iii=1 1=1'— '1=III COMPACTED FILL a I 4 FTG. DRAIN ' I I 1=11=111=I _ 1=1, k c a ELEVATIONS FOR TYPE =I 1 111=111=111=111-111=111_111=111=111=111=11 1 - 11-111=111=111=111=111=111— I 1=111=111=111, a W.R.B. SEE 9/D7 FOR 6 MIL. VAPOR -III- =III-III, =III=III=III=III III=III-III- INSTALLATION INSTRUCTIONS =1' �' __" 1 Illiiiiiiiii5 BARRIER FIRM BEARING a I ,'%• SHEATHING a will ••, o FREE-DRAIN SEE S SHEETS FOR SEE STRUCTURAL °ee®""� ,y ,O w No .... 1 MATERIAL STRUCTURAL INFORMATION UC URAL • ; FOR FOOTING SIZE • Q {€'' AND REBAR a • V% o N .:77.7.1T-• 1:. TYPICAL INSIDE CORNER // '18 INTERIOR WALL FOOTING TYP. EXT. GARAGE WALL FTC. rii.:.: ..! III „.„ ,-, 3 = 1,-0" PLAN 1" = 1'-0" SECTION (2} 1 1/2" = 1'-0" SECTION U) ,.:.:.,.::..:: .„:: „,:: es• zton Z - Q THRESHOLD SHALL NOT 4 0 t < r. :' EXCEED 1/4" IN HEIGHT. o 0 LU,...._. .w., -,--c15--,-- 0 ---- - - 1 1 GARAGE y:`- [ UNIT F.O.S. 1,r MIN. `�� UNIT =>» EXCEPT AT B1 �,- © FLASHING ON 3%z CONCRETE SLAB rf k};<s V: EXTERIOR \ < r }_, r ft ACCESS RAMP UP '��` D1 EACH SIDE OF OR GARAGE I DOOR THRESHOLD FINISH FLOOR kyk `kkk;:kk;. THE DOOR AT - - - - - -� k :, w v� :: :.>::»::>:>:: #' FLUSH CONDITION 2x4 P.T. SLEEPEROR ' CONC. SLAB =. :;`�' • ATTACHMENT a _J x:.,:: thh• : 4,.- OVER GRAVEL - ° kkk: k , �� RIGID - a 8 CLEARANCE 11, ::x„:,_ SILL PA SEE DETAIL RIGID ,.,. r .-�� .N / INSULATION 5 ON D7, ALL INSULATION TO GRADE - 1 (n > :x{ ~•l z _ 6 EXTERIOR DOORS ° �W w I 1 SLOPE WELDED a ▪ } ►�� WELDED J . WIRE MESH .,.,, . a ��► ..,7.40,..., WIRE MESH ----: .':: _ _ '•...s. .•:o:-304-•Pro' GRAVEL = _ _ '•'•�!%!-!=!-!%!=•=+ GRAVEL ill ItI: 1911=111=1111 WgeAIi-•.•i'.•i1i-.+i.•i.•i.•iliti f 001�. ∎- 4-= ==:': I(1-I 1 1- &X.-440000 • ►Sr=rSr r=rsr-r-r-rte rr-r-r-r-r-rsr.r ►..�• • • I-•-► 0 - - v .•.•r_. . . . . . .:. 1-III=III= *:' f'. ; .;• THICKENED SLAB• � • • • • •� :•. ..:•.:•.a•, •.: 6 MIL. VAPOR - - :,.+:+:..- : CONC. ENTRY SLAB* 1=111= ' AT FLUSH PATIOS.r.r`�'., �•.��I 1=111=I I 1I I=1I( BARRIER v ��. - -1 I I BARRIER AND ENTRIES A MINUMUM OF 2 11=11=1=1 1 rl n 1 1=11 1 1 1= ''�' III=111= -I I - �� = 1-1111111171- 11- BELOW GRADE - ::k> =11— 11=1 i .�I I 1=111=11 111 a iv:.�i,I I 1=I I II 11= 18" �- .::x>>.<>«:; �_I •�+ ..• III III- 18 BELOW GRADE }11:}r 111_ 1 1=1 11=1 1 1=111-111=111 ►•. I :1( '1 I-11 1 111=1 11=1 I I- ,•,•, 111=111= ..***41 FOR POSTS k= ''I-1 I I="-'=I=1 I I I i�i�il 11=1 11=1 �� 11=1 11=1' z ��;<�� _ ►••• II :•:•:111=-111_=,•• iii - ' COMPACTED a _ COMPACTED w xrxk FILL 1> SEE STRUCTURAL * ENTRY SLAB IS DROPPED '�' - FILL FOR REBAR AND SIZE AT SIM. CONDITION AS SEE STRUCTURAL Z 0 INDICATED ON FDN. PLAN FOR REBAR AND SIZE — Q 2 Ci-- w 0 WALL AT GARAGE z FLUSH DOOR DETAIL THICKENED SLAB EDGE 0 > .. ,:.:.„,,,„ t.. :-:,::::::,.:1,,..„,,,,.::.:,:„:,,,,,,„-,,,.„:: .,...,:.:,::::::::::::::::::,.,:::.,,..,::::,::: 1" = 1'—O" SECTION 1" = 1'-0" SECTION 1 1 2" = 1'-O" SECTION ® � c / o w Z ® Q U2 = x:.. CONC. SLAB OVER >kk>: GRAVEL OVER PAVING - DIM. PT. Q �_ I COMPACTED FILL — �' kl<}?r~`<'`~~' SLOPE AWAY ;;>;>;;;,K,<>:kk.x_. UNIT GARAGE :::..:::. ::„..,_ SLOPE PER FDN. PLAN �' ® RIGID INSULATION ►� ►-1 .,: c4 `i;:,::.k. ▪ kkkkkkkk>kk.`kk`k2.`:. �° ° d d a SLAB - SEE �� — _ ° ' FDN PLAN 1 - !��•��!��•�'� �� "�•�'�•�'�� MIN •< _ kz q��`�' k :IA" /•� /I 'I 'I /'I•/'I '4* 4 - e.e.e• ■ ° 0 ii 1 1-- k kk-x? k: t �� .� .L� _ i ° kkk::::..:.sr,,.„ ., , ..., ,,, 1 1 !i.!i!.!i!i!i!�i{.�i!i!il�I�I�I�I�� -I I-I I I I :,;,r .,,.,,,, . .. � �i+i�i+i�i�ix..rl��1�1�1�.•�•y�j�� 11 1 I I I I o < (J1 s + v v -u v-vv �vv t .�•� ••• • •-• • I�II�I;�I�I�I�1�1�l�•�A��j )I IIII1 I 1718 1 1 1 o • r� .... • • .• .�;.;*! I 1 1 I I ...�I f�,,,I I�.,.�1 I f� f�•�.vI �WELDED 11 111_1 I, 111=•,•.•d WIRE MESH I I II III I I I_I I I M :: = '�� GRAVEL 1 ;III-111-&V II I1 +:44 JOB NO. ▪ ? � k �� ° •i? II 6 MIL. VAPOR I d kX;•k_::,;>:_><<<<: (2) #4 CONT. ° d I ° O� 2 <.k : : . � ) kk, ` BARRIER k»., COMPACTED FILL ° } NON-STRUCTURAL SEE STRUCTURAL _____Y D FOOTING FOR FOOTING SIZE AND REBAR 'k` 1kk <iix�>nx,v> GARAGE SLAB AND APRON @ k; 4 GARAGE TO UNIT 6-PLEX rim 1" = 1'-O" SECTION 1" = 1'-0" SECTION 2 ...„,,,,„,„ ,„:::::::::::::::,.. SHEET ORDER: A S D men 10C A 4 D3 D4 -t �- SIDING 1 �.._� FLASHING AT �'--- TOP OF TRIM 11 8 10B r- z 1 16 D3 D3 D3 11.� 8x8 POST BENEATH I RAIL SYSTEM I B } 'V \1 , ! PER MANUF.i/ , -' 1 x TRIM v A vp 4,?e,MN il A D 3 ,�� ® o I r 1 1 j2" ■NARD J. . ► 1 DECK © UNITA N ,;f "1 14.1 0) �l . SPACED DECKING MATCH g I '° 1 PATTERN SIDING 9 �� j 0 Milli 15 • OF D3 t Z ( p t . W I- / W 4 D 3 a_ •SPACED DECKING PATTERN z 13 D4 1 1/2- = 1'-0" PLAN v _ I ET:=J c.--- 1:11 II SIDING 1x6 TRIM Z AND TRIM Z Q SEALANT PER DOOR 108 O (n in 1 INSTALLATION \ D3 111■�u�rM I-- INSTRUCTIONS VINYL SLIDING GLASS DOOR PRE-MANUFACTURED > 0 w • CONTINUOUS SUPPORT SILL PAN - SEE 16/D7 FOR GUARDRAIL SYSTEM SIDING Q W W DECK @UNIT B2 AND TRIM — V) BLOCK PER DOOR MFG. INSTALLATION ATTACHMENT PER MANUF. z = D ' REQUIREMENTS SEALANT PER MFR INSTALLATION p 14 REQUIREMENTS _\ j V D1 �'��,� 5/4 TRIM ,� W /'� PT DECK \1 1x4 TRIM Q J C PROVIDE DRAINAGE SPACE w&k., N -I N FRAMING A -,i, Z W ---�—�—,, 3" 6" SPACED DECKING 14 iJ ~ ;II SCHEDULE FINISH illgilly SLOPE � ® 8 A O 0 FLOOR warm r __ Z mono \ VW �\ /J/l/� /J/r/� 411 o w 2 z 1pp 5/4 TRIM ..' ' SPACED DECKING i OC 10C ��«<� Q ti n r � N o m 24 GAGE PPM ` D3 18 D3 EDGE OF Ili!' _I'I,, LASHING � D3 DECK CD Ir I.11 11 1 2x10 AT EDGE � I � SEE 17/D 3 k€ 2x8 JOISTS 1 $ TO MATCH FRONT p #<< l BEAM DEPTH < < <<<- z 1 2X10 DECK LEDGER - SEE P.T. BLOCKING iol� " ' 6 STRUCTURAL FOR ATTACHMENT RAILING ATTACHMENT B r: D1 ; ) 12 BLOCKING PER MANUF. SIDING SYSTEMS TYP. c D 4 << DECK UNIT C .}.:: ..::....::: WEATHER RESISTANT BARRIER % WRAPPED 8x8 POST Q BEHIND DECK LEDGER. LAP OVER o i ' BUILDING PAPER BELOW DECK. w 0 WRAP UNDER SILL BEFORE FLASHING Q c;i 0 D N DECK AT WALLA DECK EDGE A DECK 814 1 DETAI L5 1 0 �. 1 1/2" = 1'-0" SECTION 1 1 2" = 1'-0" SECTION 1 1 2" = 1'-0" ....... J aliiiiil 1„ z Q la 1--- 3< ky loormi: Ll_J 1 1/8" FLR. SH TG. i11tv`11-141 w :,....„,:::, I 5" f EDGE FLASHING ~" OVER BLOCKING SEE STRUCTURAL / ` ~' �' 19 SIDE FRONT T EAD 1i- I D1 NM AND 1x4 EDGE DETAIL FOR -- ----- STRINGER SIZE j 2x8 TRIM i�� 4 AND SPACING / BATT 12 i UTILITY V) > U DROP TRIM TO PA F INSULATION! STAPLED TO / 7 , V j BOTTOM OF FRAMING i s ~ FRONT OF DECK / TYPICAL 4 i EXTERIOR -, �� (/ 10 „ Sri :,....;,::....:r 2 LAYERS OF 5/8 GWB POST ,� � 4 : 16 2 s WHEN STRINGERS ARE MORE U>� � SEE ALSO STAIR PLANS .. D1 THAN 16" O.C., 1 LAYER OF HARD! SOFFIT ? 5/8" GWB WHEN STRINGERS 5/4x4 19 CORNER D1 "'` ARE 16" 0.C. OR LESS. T �°-' } <}. : RIM 2 z �� 5/8 GWB D W Z a. - O DECK EDGE INTERIOR STAIR DETAIL POST AT UTILITY CORNER W z v.11 7 1 1/2" = 1 -0 SECTION i 1/2" = 1 -o SECTION 1 1/2- = 1 -0 PLAN w }: �.. o � � Z :....: J a w O Q �' 15 Oz -a I :::::..:: W ca xxxr:_ D1 cn U �� S Apr< Ct a::::,, IDING W 2'-O" I OVER EDGE FLASHING I" . gams I SHEATHING OVER BLOCKING CO ETAL v l Z :>` I FLASHING AND 1x4 EDGE "` , „ ,� CAD /4 GAP MIN. BLOCKING OVER ,,,,Kig 2x8 TRIM W/ RABBIT, AA 4 4 (� ,,'.'„:.',„.',.s.,..".,,:„.,...„:::,.,.,:.,,,,,,.„,,,:.,.,...,...:. ir- CD POST F R 6x/` DROP TRIM TO 0 6 HARDI SOFFIT - 10° SLOPE COVER 4x10 AT ABOVE I A Q • •;ti FRONT OF DECK "`' '`"'" _ . . . A A; A� 1 �!1 II I 8 8 IF Ni ® \ 2x8 TRIM \\ I 16 :D4 W N JOB NO. ` " ~:' D1 0812` ® HARDI SOFFIT ::i�I 0 D4 % 1x8 POST WRAP `,�.■--11 D1 8x8 POST >:::<>' r D SOFFIT DETAIL UNIT A DECK .r.,:.,,,„„:„„!,,,,,,,,„.„..,::: 11:11.7:1 4(- , 16 1 1/2" = 1'-0" SECTION .. 1 1/2" = 1'-0" SECTION 3 z :......... .,x,„,„,„. ..„.,, ..,.„„:.:., ,,:,,,,„:,„.:„,.:,:., %.,.:,,...,z.:,:::... SHEET ORDER: A S D Blem SIDING - SEE ELEVATIONS INTERIOR . _ , EXTERIOR � FOR TYPE •- � � - CEDAR OR PRESSURE „ I W.R.B. TYP. � �e GWB SIDING - SEE ELEVATIONS TREATED WOOD .• � SEE DETAIL 16/07 FOR - ---- �:.: :.. �.. :... . •. •.. :,. _ • ----------- FOR TYPE INSTALLATION WINDOW FLASHING W.R.B. (TYP.) i SECTIONAL OVERHEAD SYSTEM SEE DETAIL 2Y8". ' 2 SEE STRUCTURAL SEE DETAIL 16/07 FOR HEADER PER ; [ DOOR TRACK AT SIDES SEALANT _ _ 16/D7 - SEALAN SEALANT ... } ,• OR HEADER SIZE \ Li INSTALLATION STRUCTURAL \ OF OPENING �$" GWB ~ f SHEATHING WINDOW JAMB „ ; ;: ..-x3.._: r S 4x10 SPACERS 5 4x10 SPACERS :;: �- BACKER ROD '°/ AS NEEDED / AS NEEDED SLOPE EXTERIOR I° . . • • •-. ' `- ■ ,�'�� & SEALANT : `' ��} }f 1 71 tai .;..10 MIN.�/a•" MIN. GAP 4 2 6 GWB SEE DETAIL 12/02 : 5/4x4 WOOD TRIM 6 6 �,�� j_ I� . C' to 1. ,_-•d" .-� FOR GARAGE SLAB 2 6 / WITH DADO JOINT ,�� fl,/ 24 GAGE PPM FLASHING AND APRON ./� 24 GAGE PPM FLASHING LIMEMHRANE FNG II•,, / SLOPE NARD J. ..r. 1 00 , / W DRIP, SLOPE AWAY FROM _� 5/4x4 EXTERIOR _ , j -------.v BLDG 4 HIGH ® HEAD -- -- 0 DRAIN SCREEN ,� W 5 4x TRIM 1 I� TRIM TYP. / WINDOW FLASHING SYSTEM SHEATHING 1-" PROVIDE SEALANT END -vim :- WEATHER-RESISTIVE F. ® /� ril DAMS AT EACH END 0 SEALANT I SEALANT AND BACKER ROD -, SEE DETAL 16/D7 BARRIER BEHIND TRIM 1 B WOOD FRAME 5/4x4 EXTERIOR - PER MFR INSTALLATION `- - VI / PROVIDE 2x8 .�� W.R.B TYP. 0 IDE 2 8 BLOCKING REQUIREMENTS � - - •� � - OF 0 Q TRIM (TYP.) � - JAMB INSWINGING (FOR DRAPERY) EACH SIDE Z SCHEDULE DOOR SEALANT PER MFR OF HEAD AT ALL LIVING z— SIDING INSTALL PER MFR PROVIDE 2x8 BLOCKING i r UNIT BEDROOM AND GREAT - SCHEDULE VINYL - - --_- REQUIREMENTS W o INSTALLATION REQUIREMENTS - FOR DRAPPERY EACH Q { ) SLIDING DOOR ROOM WINDOWS (TYP.) SIDE OF HEADER AT ALL W LIVING UNIT BEDROOM••* EXTERIOR DOOR HEAD A PATIO DOOR HEAD A GARAGE DOOR THRESHOLD A :.:.' SEE DETAILS 16/D7 �, WINDOWS (TYP.) Z / I 17 9 FOR WINDOW INSTALLATION I SIDING INSTALL N _ = = _ A I PER MFR. REQ. 3" = 1' 0" SECTION 3" = 1'-0" SECTION 3" = 1'-o" SECTION A DIAGRAMS Z = (/� M SEE FRAMING W.R.B. TYP. SEE z Q r 1 � 0 SILL (/) PLANS FOR •. DETAIL 9 D7 _ PROVIDE BLOCKING FOR HEADER SIZE 1 - I TYPICAL EXTERIOR WALL > U SILL OVERLAP •• � �� a TRIM AND SIDING PROVIDE BLOCKING FOR 2 ,► 24 GAGE PPM w W � W TRIM AND SIDING 5/4x4 WOOD TRIM WINDOW FLASHING SYSTEM 4 FLASHING _1x SILL 2 )Y43' L d- z GWB i SEE DETAIL 16/07 (TYP.) : +. WITH 2 MIN. 10° O 2 INSULATION _ .. IP' ' ` END DAM SLOPE co U r T 8,Pa'itt— re*" ' a aS EALANT B SEALANT .: -�m T T T T �� 2 2 p,. • 1/ .,, �_ 1 5/4x4 TRIM\► / FL,PM/j SE '�_ WINDOW SUL �. :_ FLASHING PPM o o m_J g.,. MINA� 0 1W_9 (TYP.) - === }� 6 6 WITH 2 -- - - - - - Ia. _ END DA ;;;:-,-- -- WRAP GWB WINDOW O x.1 ___ _ .� a B iip&4i " ' .. HEAD AND JAMB TYP. ~~~ 'fr�. SIDING SEE ELEV. C �SHIM PER DOOR ° SIDI NG SEE ELEV. SIDING INSTALL ` SHIM PER DOOR MFRS REQUIREMENTS }~ ;. INSTALL WINDOW �}"�`�`�`�-�`�� SEALANT PER R SEALANT L MF PE FR R M „ �4 PER MANUFACTURER ,,_,,.0 FOR TYPE MFRS REQUIREMENTS - -- --- ----- 1 GAP WINDOW , FLASHING SYSTEM INSTALLATION SEALANT AND BACKER ROD REQUIREMENTS „,„:.. SEALANT PER MFR REQUIREMENTS PER MFR INSTALLATION EE DETAIL 16/D7 (TYP.) INSTALLATION SEALANT - ...~ REQUIREMENTS BEVELED 2x2 � `"'`�"'''� REQUIREMENTS WINDOW FLASHING SYSTEM A MIN.KGAPRSSHOWN SEE NT co I` 5/4x4 WOODTRIM SEALANT PER MFR 5/4x4 EXTERIOR SEE DETAIL 16 D7 (TYP.) 5/4x4 EXTERIOR TRIM (TYP.) 5/4x4 WOOD TRIM JAMB MFR INSTALLATION � � INSTALLATION / ( D ;_.. REQUIREMENTS TRIM (TYP.) REPRESENTATIVE ELEVATION INSTRUCTIONS Q a� >; HEAD o N <'> giiii EXTERIOR DOOR JAMB A SLIDING PATIO DOOR JAMBA WINDOW 14 � DETAILS — �.,:: NE 1: ti: 3" = 1'-0" SECTION 3" = 1'-0" SECTION 3" = 1'-0" `� INSULATION AND ENERGY NOTES Z Q . . :.:.z,, HEADER PER (, EXTERIOR FIBER CEMENT LAP SIDING SYSTEM } ...-. - N.STRUCTURAL I- hsulation - Generd Doors l,�_l� , o k9 LAP W.R.B. OVER ',_M , W _ .. SIDING - SEE ELEVATIONS All insulation materials shall be installed according to the All exterior doors or doors serving as access to an enclosed PRE-FLASH AND FOR TYPE manufacturer's instructions t a achieve proper densities, n maint in limit (PRE-FLASH) _► �: D1 .' o c e p ope a d a unheated area shall be weatherstripped to limit leakage around their METAL FLASHING — Slinigh W.R.B. TYP. SEE DETAIL uniform R-values. Substantial contact of the insulation with the perimeter when in a closed position. Using ASTM E283.91 at a r ;,,- simmid 16/D7 FOR INSTALLATION surface being insulated is required insofar as practicable. differential pressure of 1.57 psf, leakage shall be limited to 0.37 cfm/sf SEE ELEVATIONS FOR w - 1:_ ALIGNMENT OF BELLY BAND '� —1; 1 SHEATHING Where required, insulation shall be installed with clearances of door area. x 1 accordin to manufacturer ecificati n . In ulati n hall be installed The transfer characteristics � s s s �` � :::::=1 .•:... s s o s s o s s h thermal tran f r of insulated doors shall be - - - - 24 GAGE PPM FLASHING so that re uired ventilation is pnobstructed. For blown or poured loose determined per NFRC 100-2001. % �—�!. w v� W/ DRIP, SLOPE AWAY FROM q p p GALVANIZED METAL Z P _: 4 fill insulation clearances shall be maintained through installation of a FLASHING, �� ;-y Q LASHING PAINT TO BLDG 4" HIGH @ HEAD ■—�� Z U PROVIDE SEALANT END permanent retainer. Windows: MATCH TRIM 0 4'—''4::, ` vat > .. : DAMS AT EACH END Glazing U-values shall be determined in accordance with NFRC TOP OF 2x2 TRIM - i _ _ • FLASHING Slab on Grade 100-2001. Using ASTM E283.91 at a differential pressure of 1.57 psf, 10° MIN. / wilaik.' \ R-15 perimeter insulation shall extend downward from the top of leakage shall be limited to 0.37 cfm/sf of window or door area 5 } fillkON /4x4 EXTERIOR 5 4x10 BELLY BAND W/RABBIT �'` the slab a minimum 24 or downward to the bottom of the slab, then Windows and SGD shall be double glazed vinyl type with the / / 0 �.- 1,1,1 / TRIM (TYP.) SEE ELEVATIONS ::::. 0 .;iiii horizontally r U-values indicated on the unit plans.beneath the lab f minim m t tal di tance f 24 . _�: slab for minimum total distance of p ;411111‘,*.Windows shall be furnished with outdoor air inlets as indicated on INSTALL W.R.B. UNDER i , --~~ W. .. t the Unit Utility plans. Inlets shall have a controllable and secure BELLY BAND (PRE-FLASH), ter)' (I) hsula ed Floors Y p • "Wit .41 SEALANT -~.,..' _•..._• . opening and be capable of a total opening cirea of not less than 0-W1b116''-'' I- SLIP W.R.B. UP UNDER -..„....„, T 0 Floor insulation shall be installed in a permanent manner in p g p p g ~ ,•�•�•�•�•�•�•� WOOD FRAME substantial contact with the surface being insulated. Insulation supports square by y recognized PRE-FLASH l''- , Z ' '' '` �` ` g pp four (4) s uare inches and tested b a nationcill reco nized standard •x< - �_ SECTIONAL DOOR SEAL twenty-four or approved agency and located to avoid drafts. Inlets shall be _� U-1 it�'':; L ,, shall be installed so spacing is no more than twenty four inches on pp g Y <>:: >><<>::. screened or otherwise protected from entry by insects, leaves, or SECTIONSL OVERHEAD DOOR center. p Y '� SEE DETAIL 9/D7 FOR Z a- _ �- TRACK SIDES OF OPENING Floors separating conditioned space from unconditioned space other material. W.R.B. INSTALLATION p P p O hall have a vapor barrier installed. Vapor barrier shall be installed on P p J the warm side of the insulation. The vapor barrier shall have a one � W 0 1 D H EAD n p Roof/Ce GARAGE , erm dr cu ratin or less (e. . four mil. of eth lene or kraft faced _ BELLY BANDS Z ‘. p Y p g g p Y Y Roof/Ceilin insulation: O en Blown or oured loose fill insulation 19 g p p 3” = 1'-0” SECTION material). The floor sheathing may be used as the vapor barrier if may be used in attic spaces where the slope of the ceiling is more 1 1/ " = 1'-o" SECTION 0 (n rated (and so stamped) at one perm (max.) Otherwise place vapor than 4 in 12 and there is at least 44 inches of clear distance from +- - - -♦ ----♦�� ++ o barrier on top of joists before placing sheathing. z J W the top of the bottom chord of the truss or ceiling joist to the < ,, ~..•underside of the sheathing. When eave vents are installed, baffling of SHEATHING I I SHEATHING - L DOOR SIZE 1-.` .::. ~~~.. Ill � � 0 O . 's" TYPE 'X' GWB -\ Exterior Wads the vent openings shall be provided so as to deflect the incoming air MOISTURE BARRIER h 1 i �1 MOISTURE BARRIER �� 1 ` �' r , z O «'> above the surface of the insulation. Baffles shall be rigid material SIDING SYSTEM -_ SIDING SYSTEM U �. I :::„,..,,..,„„ PROVIDE All wall insulation shall fill the entire cavity. xterior wall cavities g , `-4I:_ 1 LLJ .,.~ x•~~••,~,.~•> Y the baffles shall be CAP FLASHING W/WEEP GAP ∎ :, CAP FLASHING W/WEEP GAP _ BLOCKING FOR - - isolated during framing shall be fully insulated to the levels of the resistant to wind driven moisture. When feasible, —�� / � p � CC �� MIN. 4's BETWEEN FLASHING I MIN. �a" BETWEEN FLASHING I- G TRIM AND SIDING installed from the top of the outside of the exterior wall extending I ■ �� I surrounding walls. All faced insulation shall be face stapled to avoid p g AND BOTTOM OF SIDING : AND BOTTOM OF SIDING . FRAMING 1 FRAMING CO U . compression. inward, to a point six inches vertically above the height of . �I I .Y MANUFACTURED STONE '� . MANUFACTURED STONE LLI i i INSULATION WHERE r NSULATlON WHERE �� • �. •• �� noncom ressed insulation and twelve inches vertically above loose fill � < ct Ce Walls separating conditioned space from unconditioned space p Y VENEER WATERTABLE ��,� � VENEER WATERTABLE %��'� T T T Ill shall Faced insulation insulation. Baffles shall be in place at the time of framing inspection. ``` • i!i � ',. APPROPRIATE �, APPROPRIATE >«-<» _: s a I have a 1 perm max. vapor barrier installed. aced Batt p g p ,, ,� � 1 L.- DIMENSION POINT _ .ii i� —1I DIMENSION POINT _ _ /ii/ice —�i shall be face stapled. Vapor barrier shall be installed on the warm In roof/deilings without an attic space above such as ground floor - - - - �,; ( OVERHEAD DOOR METAL BRACKET HOLDING //-, �' 041 side of the insulation. entries to 2nd floor units approved vapor barrier having 0.5-perm ,/i; ar• METAL BRACKET, HOLDING ///,/ :- Z SYSTEM pp p g p CAPACITY 5 LBS LF OR MIN 22 0 —�-: r�i —' 1 r cup rating or less shall be installed on the warm side of the insulation. / -�� CAPACITY 5 LBS/LF OR MIN 22 ,� ,�I ; r,, GAGE METAL SUPPORT GAGE METAL SUPPORT '``~~~ The vapor barrier need not be an integral part of the insulation /� ' ,--�.� M „#"'` Air Leakage p g p W.R.B. OVER SHEATHING, UNDER I` � �,�;I W.R.B. OVER SHEATHING, � �, I � Z � material. In the ceiling, flanges shall be lapped at framing members. SIDING, TRIM AND SIMULATED STONE. /�// ■ ANCHOR BOLT - ANCHOR BOLT - : ' '`' 1 , FLASH ING SYSTEM These air leakage notes apply to those locations separating g' g pp g / UNDER SIDING TRIM ire' _1 ® Q I ' ' ! SEE STRUCTURAL `� —' SEE STRUCTURAL 6 6 6 SEE DETAIL 16/D7 outdoor ambient conditions from interior spaces that are heated or LATH '%�'- �! AND SIMULATED STONE. /,/, 1 ,� I > <.,:•,,::»:::: 1 .�I�� i TYP. MORTAR SETTING BED 2x6 P.T. (TYP.) '! 2x6 P.T. (TYP.) `". `" \\\ \\ -_ \\ (TYP.) mechanically cooled. �_ �! ��I Recessed Lighting RIxtures I I LATH _"- SILL SEAL SILL SEAL Recessed lighting fixtures installed within the building envelope shall MORTAR ;%. ! MORTAR SETTING BED -.�/! 1 - - g g g p %�- —.rtes Lilt -z- 2X TRIM Exterior joints around windows and door frames, between wall --�1� cavities and window or door frames, between walls and foundation, meet of of the following re uirements: MANUFACTURED STONE VENEER ;,� MANUFACTURED STONE VENEER ' gam ip,,,,,N,At ii� �r JOB N O. <:>�.....::.:.:.::::;::>:SIDING SEE ELEV. LAP BUILDING PAPER OVER iii/ - _ FDN. HT. MORTAR !! FDN. HT. between walls and roof between wall panels at penetrations of utility 1. Type IC rated manufactured with no penetrations between the ///;r I. - - - FOR TYPE, INSTALL PER NON-COROSSIVE WEEP SCREED I PER FDN. PLAN LAP BUILDING PAPER OVER /�/ I PER FDN. PLAN < < <~ '<' <>: y services through walls, floors and roofs, and all other openings in the inside of the recessed fixture and ceiling cavity, and the annular space I 'i�, I I 0812 MFR REQUIREMENTS I I NON-COROSSIVE WEEP SCREED /,r . I Off building envelope shall be sealed, caulked, gasketed, or between the ceiling cutout and lighting fixture shall be sealed. I , „ , • 1 , FLASHING SYSTEM SEALANT PER MFR I /4 GAP MIN. /// I weatherstripped to limit air leakage in a manner approved by the 2. Type IC rated in accordance with ASTM E283 wit no more than (E EE DETAIL 16/D7 TYP. INSTALLATION Yp � ' k - >x' / (TYP.) building official. 2.0 cfm air movement from the conditioned space to the ceiling cavity FINISHED GRADE '� a SLOPE �� a REQUIREMENTS p g Y a a SEALANT PER MFR at 1.57 psi pressure difference and shall be labeled and the annular - EXTERIOR 5 4x4 EXTERIOR p p ° a. INSTALLATION / _ - . - NG• • - • space between the ceiling cutout and the lighting fixture shall be 1 III IIIIIIIIII I . PAVING . REQUIREMENTS TRIM (TYP.) sealed. 'I I I 11111 I 4114 -- — Hi III iii �� /��—��r a �r�-2 I I I I I 1.�—,►fir 3. Type IC rated installed inside a sealed box constructed from a A STONE VENEER AT GRADE B STONE VENEER AT PAVING GARAGE DOOR JAMB n NG minimum 1/2 sum wall board or constructed from a performed STONE BASE DETAILS A, �O gypsum p :::"' polymeric vapor barrier, or other air tight assembly manufactured for ' " '~ 3 = 1 -0 SECTION this purpose. _ 1 1/2" = r--0" SECTION ..,. „:,„„.„, .„„:::::.:,..., ..:.„.,,,„":" SHEET ORDER: A S D misani Jr„ ''1'E-:: 26 GAUGE PRE-PAINTED A N. iyjN 5 GALVANIZED METAL VALLEY FLASHING /1\ M/ WITH 8" LAP WHERE SPECIFIED liff �� 1" V CRIMP (2" IF GREATER rn,44 THAN 6:12 SLOPE) :, >�WALL y_SELF ADHESIVE ICE ,+' �� ' .. INSTALL PANEL OF W.R.B. AND WATER BARRIER WALL F, , ; . :••-. • BEHIND STEP FLASHING, UNDER FLASHING DRIP EDGE LI1 ' 1IN s,ROOF SHEATHING AND 17- :16::: 7,-FLASHING . r�.�. >,��:. ��'''' ,1:::.:,,.7 1 ROOF FRAM'G AS SHOWN °4 OVERLAP OVERLAP OVER PAPER 6 ROOF `, ` OVERLAP *'9T f:11 .;. „f ; 1111. .1.1k PAPER 2 'Q / N.- !LEAVE 1/4" GAP `� f __-___--- - OVERLAP BETWEEN FASCIA r r r„ rr 1 STARTER COURSE PAPER 12 AND WALL NARD J.(INVERTED SHINGLE) % ....... Q�• FOURTH COURSE '•• 6” END LAP OVER I :' 0 Q• „,..124...0.t.....4,...1 (n FASCIA VALLEY FLASHING SC A FULL SHINGLE .• LOCATE THE UPPER SHINGLES ES • 5 FROM THE CENTER LINE OF / � I° • • • •• THIRD COURSE - ,. , : ..• .. ., , THE VALLEY FLASHING ON W CUT OFF 111/4”) • • . • ••'._• DRIP EDGE EACH SIDE. THE LOWER ENDS (!� • W • . • FLASHING• . SHOULD DIVERGE ERGE FROM EACH C' C OTHER 1 8 PER FOOT. � � ,Z SECOND COURSE FIRST COURSE STARTER COURSE / \ CUT OFF 5% • : • RXJF 4 Tc \IVALL (FULL SHINGLE) (INVERTED HI ( ) •• OVERHANG ( ) ( TED S NGLE) (/� 1 0 U = SHINGLE 5/8" NO SCALE Z (/) te) , (9 ROOF AND VALLEY INSTALLATION o �, , N - 3 / NO SCALE SIDING - , > U HOLD UP FROM ROOF W W W PER SIDING MANUF. -+ ~ (f) z U Ln � m w Wn �� zQ� w Q � Jto W.R.B. OVER FLASHING LEG F w z N I co mz 0 ' - Z o o, METAL STEP-FLASHING o w o Q t- WITH HEMMED EDGE UP V a% N o CO O ROOFING J 0 G OVER z 1 CARRY ROOF - ROOF UNDERLAYMENT UNDERLAYMENT M .K- ►- 9" MIN. UP WALL � � 1 �- CCCaa 2O \.\ ... \\. \. J ROOF SHEATHING �_ FACE OF WALL ..:. SHEATHING :Ni 03 t;g bagel � LuO Q O a N ii iiii:' O ROOF SIDEWALL -{ 1 3" = 1,_0" SECTION C ON k::::,,,.:,.:,;,:,;.:,-,, �,._____ z Bi At 91---- < ,,,- it ® -- * EXTEND ROOF UNDERLAYMENT ® =• <`''};}}},w UP THE SIDE OF THE WALL FDcER � ` A MINIMUM OF 8 a , ,C ,,,, � �� r SIDING SEE EXTERIOR ELEVAITONS t<`�_ ) �F W.R.B. LAYER OVER =.> '� ,; WALL-TO-ROOF FLASHING w co I �I v DECKING PER �� WALL-TO-ROOF PPM FLASHING N -�_ DETAIL 16/D1 ` - -,,,,,,J1_,..., / TO MATCH ROOFING. SIZE AS >t' �: cv 6�, SHOWN OR AS SPECIFIED BY U �_ y- �„ ROOFING MANUFACTURER l/ / / - HEMMED EDGE -- COMP. SHINGLE ROOFING > '___: a; --- STEP 2 .'::ni_:.>.:._.::: - „ STEP 1 -'' ' APPLY 1-PIECE :;_;. APPLY TI SHIN , :' OVER ROOF UNDERLAYMENT ��^^ N SHINGLE ,- ;- SOLDERED CORNER FLASHING vJ .-' AT BEAM/WALL •� ,:,x,.% OVER PLYWOOD DECKING I— ;`'`' ' INTERSECTION ' .,.. 2X BLOCKING AND 2X TRIM, Z ='' SET IN SEALANT. D W :101'6 ----- A --'- --PT BEAM PER 2X BLOCKING N j STRUCTURAL 2X8 TRIM STEP 4 —_t APPLY WALL-TO-DECK O 6„ • 7 FLASHING OVER EDGE W 0 1 AND CORNER FLASHING, ROOF TO WALL A > z LLI SET IN SEALANT. 3» _ 1'_O„ CD 0 c Cn Z -j & W ;;;. 0 Q 2 = x : CI) WZ 2cor. 1\IA''' \‘A c,:; ill�!�� I_' SIDING (!� 0 >----ii 4 :.::: 0.44 *)_ I p` (� BUILDING ENCLOSURE NOTES� . , * WALL TO DECK 171./.4_;;;_12 �-'4 # , 0 FLASHING r^♦Ø- -� , ♦0..-� �, THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE v J Z DECKING PER �� ♦ DECKING PER ♦ ,� : GUIDANCE WITH IN T E �� ø-. ♦ i WATERPROOF DECK SURFACE INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURER'S DETAIL 16/D1 �� ♦ 0 DETAIL 16/D1 �� C�� ♦ ��; � ♦ �� _ _ INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, �� ♦ �� ♦ �� z COVE UP WALL 5 I<'r <11 N �� ♦ �� ; ♦ �� __ NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. Z d. = - �= i�r �= �� SLOP� �� , 400d/� E /4. 12�/, n EXAMPLE PRODUCT LIST. ® Q� DECK SHTG. ......,.....�♦ , .rttift°♦ EXTER IOR ITEM OR MATERIAL MANUF. PRODUCT /,- ; STEP 3 �� SHEATHING WEATHER-RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN �o - APPLY DECK EDGE DECK FLEXIBLE FLASHING FORTIFIBER MOISTOP PF „D FLASHING OVER 1X EDGE FRAMING SELF-ADHERING MEMBRANE FORTIFIBER MOISTOP E-Z SEAL �, ► O. JOB NO. ,�, TRIM OVER CORNER FLASHING, WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD r• SET IN SEALANT. - DECK LEDGER SEALANT* FORTIFIBER MOISTOP SEALANT O$'� 2 :«::::>.>><:>....v.mi WATERPROOF MEMBRANE TREMCO PARASEAL (HDPE/BENTONITEL ...::K7!...::...:.i..i,., 1X EDGE, TRIM. CHAMFERED 1X EDGE TRIM. CHAMFERED DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN .111 ,><>___< <c -:::,.:.- „:::: :::::„ r 2X BLOCKING, CHAMFERED 2X BLOCKING, CHAMFERED W.R.B. TO BE CONTINUOUS THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES BEHIND LEDGER REPRESENT WELL-ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE 2X8 TRIM 2X8 TRIM PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR W.R.B. PRODUCT SELECTION. DECK EDGE .& CORNER FLASHING A DECK AT EXT. WALL : : * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE BL APPLICATION ' ``"#``` ...„„ 16 DESCRIBED BY THE DETAIL DRAWING AND SHALL BE COMPATIBLE WITH ALL }''Y:} 1_1,2. . 1,-0,, 1_x/2„ = 1,_0„ MATERIALS WHICH IT IS ADHERING TO AND MAKING CONTACT WITH. -}K,..• . c. xtiY`'}i: A A. A A. A A A. A A A A A A A. A A. A A A A. A A A. A A A A A A A A A A A A. . . A A. A A A A :ii#:: `. SHEET ORDER: S D illson ------ ----------- WEATHER-RESISTIVE %8" GAP PER W.R.B 6" BARRIER, TYP. MANUFACTURER . • M/N _ REQUIREMENTS %" • . . . • EXTERIOR SHEATHING . GALV. ROOFING •• • •TIN SHINGLE BEHIND LAP SIDING ✓ NAILS AT LOCATIONS '•. . •- / { � { A LAP BUILDING PAPER SHINGLE ux �'' - /�\ ONE PIECE GALVANIZED STYLE OVER FLASHING }`..- ••LAP SIDING LAP UNDER INDICATED , �� DOOR PAN AND•. . . ••• DECK TO 4 DECK COATING. - r�rr�}:.•/ �� 6„ ONE PIECE GALV. �.• '• DO NOT SEAL GAP ' WALL FLASHI G �� C'' DOOR PAN. DO NOT _ • �' ��>{ z• �� PIERCE FLASHING -. INSTALL CONTINUOUS BEADY }• I � ° ° OF CAULK TO DOOR PAN LAP SIDING 4114%%. INSTALL CONTINUOUS BEAD .. s'' • . , _ ° i1 PRIOR TO SETTING DOOR. ,-'• .. OF SEALANT TO DOOR SILL M/N ,----•, +�, .. I, W.R.B. SEE DETAIL 9/D7 • •• •- 1 / ,�� 1 rl► 4 PRIOR TO SETTING PAN 14► / 11 r11► ,,, r 6 OVER A T �4 / \ <k)401) �ld/�•d. 444 - r AL - T. 1 1 I 1• I , 6 ■ 1�� 1• OVERLAP .HORZ. I' NARD J. 1y 1' --.. 4.0P • - „ . W ch - JOINTS BY 3 , - N-- ....„........ 44(,),, LAP DOOR PAN 4114 CONCRETE ----_---- ' " OVER DECK TO pi. F- SLAB SLOPE PAN `` • `' WALL FLASHING. ■ N_______.____ OUT ` . . , - O �T START WITH FULL STRIP AT � BOTTOM. � - q ATTACH PER. MANUFACTURERS SPECS. NOTE: V DOOR PAN z OVERLAP ERLAP SUCCEEDING COURSES BY INSTALLATION METHOD BEHIND SLAB SHOWN FOR 2-PLY 3 , PER MANUF. RECOMMENDATION. • W SUPER JUMBO TEX STEP I STEP 2 w 1 WEATHER-RESISTIVE BARRIER. d. A INSTALLATION � �- Z SIDING BUTT JOINT FLUSH DOOR AT SLAB W.R.B. i 17 1DOOR / DECK FLASHING . u�9 5 0 U NO SCALE = NO SCALE 1-1/2" = 1'-0" NO SCALE Z _._ (/) z — Q r o 0 � 3 � A W W w •" d.ifi BELLY-BAND OR BLOCK z = zd N- FLASHING 18 10' 05— U ,^ ,IlY•It A A w ct i i.i i. 7.,- 1,,,, 00 �w a J 1 , 1r414P%•44J111111 iiiir444Pb1040 1 , 0 **4:C I w44glii j> (8 w < (D *44 $0' 11 4r) 11411. 4411 N J ,.." ,„,::::::„.„,-,:.:„.. I < < < < < 2 I :�. ;111:: g" STEP 1: STEP 2: }j `" RUN CONT. BEAD OF INSTALL VENT TERMINATION HOOD. ''--'� \ SEALANT AROUND c G i OPENING AT 1/4-INCH INSTALL HEAD FLASHING. }y}?}j}y ;y;;};}'} G OUT FROM OPENING TUCK FLASHING UNDER °° BELLY-BAND/BLOCK FLASHING W °o �'� BELLY-BAND OR AND DOWN OVER VENT. F- N BLOCK (SIM.) Q o ,_ ( ) a N ye BEAD OF SEALANT • �9„ / OVENT AT BELLY-BAND/BLOCK . N 0E- ♦ - �11 1 Vii- i-_ \\x,.111��=i••=-=-_ \,\;� =%+i_-+♦11 11 11 11 11-- -i�0!- 11 11 11 11•� +♦4-- -_♦•,1111\11111111111\-Oi•4�♦ i-i�--_ ,III X111 111111111111\__-+++0'♦� -�d�-__ \11 11 11 11 11 11 1\---�•+--♦-• -• \ 1111111111111111111\-��•♦-O�! - ♦___ 4 \/Q 1\I1\I1\I11,o111,1\I\\t - ---♦-==' p,1 14,., 01A. ' -- '°-. PLACE PRE-PRIMED WOOD BLOCK OVER ° -� 1111111111111111111111414:,:-+ pi t-�-7 \11.11.11:11.11:11:11.11.��4--Tot 0+��T i t? 1100000011Ot 1 1 1 1 1 1 1 1 1 1 -- ;z ` 0111111111\ t\\\\\\\\\\\\\\\p- tytp\p\p\p\p"04,0\ti..i ° ■ u1u1,11111111111111111,1111111 4�� \\I11,11111,1\Itg1111,11111,11,\ -�� `?;:> .,11111111111111111 -_, 'x'1.111111 1.11.11.11.11.11:11.11.11:;=-� BUILDING PAPER. EXTEND PAPER / \ . •.1111,11111,11111111111,1 01110 .1\1111,11,1,111,111111111 11111111,1 <.; ,,:• '::111\111111:1.11\1111\11111.1 111,1;,11,1,,\111,,1111,,1111; 6 BEYOND BLOCK ON ALL SIDES. W a X111111111 1111111 .11111111111111111 1�a -----\---16-; 1,,,1'1'1 1111111111 111111111,\,,111111111111\ .. ,.11111,; ,,,1111,1 } 0 INSTALL ENAMELED ----_ , \____ oi: iiiiiiipt STEEL, DRIP vv+ FLASHING OVER .. .. GOVR � .. ... STEP 1 - BEFORE WINDOW INSTALLATION: STEP Z: STEP 3; ALL WOOD BLOCKS w STEP 4. STEP 5: APPLY I ►� Q 9 NCH WIDE STRIP OF 9- INCH S 0 MOISTOP PF _ .. APPLY 9-INCH WIDE STRIP I : ` APPLY BEAD OF SEALANT D SRI OF LANT TO APPLY A 9 INCH WIDE STRIP N.T.S. APPLY ► � .. ... a BEAD OF SEALANT TO THE ,. ;.�, € _ OR neXT FLASHING ALONG BOTTOM WINDOW FRAME PRIOR TO SETTING FORTIFLASH SILL WRAP. RUN CONT. BEAD OF n��i� ��111 �i< U <_. Iiiii OF MOISTOP PF OR MOISTOP neXT AT BACKSIDE OF WINDOW NAIL FLANGE '�::■**40ii ��f. cn SEALANT AROUND '�a'�r i �� OF WINDOW OPENING. MOISTOP CORNER MANUFACTURER'S 'ti� �� SHIELD. a EACH SIDE OF OPENING. **41,41,,, .. . . ACCORDING TO 0 WINDOW i ..... .., OPENING AT 1 - 4 INCH , , .-,�-, START E_INTERIOR EDGE OF INSTRUCTIONS. E `■•••' : FASTEN ALONG TOP OF STRIP LEAVING BOTTOM FASTEN CORNER SHIELD USING (2) SILL, COVER TOP OF SILL AND FOLD CUT LONG SO EXTENDS 8-INCHES OUT FROM OPENING �� ::: : . LOOSE TO ALLOW WEATHER-RESISTIVE BARRIER FASTENERS AS SEEN ABOVE. DOWN OVER CORNER SHIELD AND SILL ABOVE AND 9-INCHES BELOW ` AP N.10 6 �� TO TUCK UNDER. FLASHING. OPENING. LAP NEXT COURSE I OF PAPER OVER ' It <>_ DO NOT FASTEN AREAS WHICH EXTEND TO LIKE SILL FLASHING (STEP 1), DO NOT FLASHING AND DOWN MOP tt'*: SIDES OF OPENING. FASTEN BOTTOM OF JAMB FLASHING. SIDES OF BLOCK vl •;.:_.%....... 2 ..„,..,.,..„.: . i --__r +� I i BLOCKING SIZE AS REQ'D. z }; \\ 1 3/s W Z„ >.. 14 10` TUCK BUILDING PAPER PP UP UNDER PAPER PLACED Z 0- '� UNDER WOOD BLOCK. 0 +� ��1, � _ ��, �� ;_ \�� EXTERIOR MOUNTING W U�_ , BLOCK > z_r_ 1........:••.•••. _, ` NO SCALE CS' rn -____ W ti!I!J!JIIIjII!!I! '1j Ilia�a • �;;E�..••••• \\ 1 1111 11\E,• •,• \\ ' r 111....i4:.,,__„_. _ •�f... ' L ... ..t , 1— :,:: , ..,„:.,,:,,,.,:,.:. -�_ i t �� 1 • •� I i 1 1111E / i' \�� ......, . _____ i r 11..;,...„.1,..,:..... ;_gi. itea X 01-U .2)(13 2 ;,,,,,,,:i,i,i,;,:.,,.:_.:. u_ _ I-- .::::El.i.,..,.„•::.:.:.,,,.,„:„..::::::;. ime7:71 . 7 1 !Jim. (I) 0 Ate,.. s*Zi.:',,:: LLI f: , : �, , �� , � __ • BUILDING ENCLOSURE NOTES _ 8 :� .,..,.,:, \ B r, �/� '` �� \\ THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE vJ Z �\ `' GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. A ' 8 \ •= `\ ALL MANUFACTURERS 8 INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, :<. -µ , NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. Z d. _} < .:::„- _ ,\ _ EXAMPLE PRODUCT UST: 0 < ----_ ,� - T- ITEM OR MATERIAL MANUF. PRODUCT K•. • -_ 1 WEATHER-RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN IT 11~STEP 6. STEP 7. STEP 8. STEP 9. STEP 10: FLEXIBLE FLASHING FORTIFIBER MOISTOP PF INSTALL WINDOW ACCORDING APPLY 9-INCH WIDE STRIP (N.T.S.) OF APPLY 9-INCH WIDE STRIP OF MOISTOP INSTALL WEATHER-RESISTIVE BARRIER (W.R.B.) INSTALL WINDOW TRIM AND DRIP FLASHING.,, SELF-ADHERING MEMBRANE FORTIFIBER MOISTOP E-Z SEAL JOB NO. <��'��>}: �:'�>� TO WINDOW MANUFACTURER'S MOISTOP E-Z SEAL OR FORTIFLASH E-Z SEAL OR FORTIFLASH AT HEAD OF AS DIAGRAMED IN W.R.B. INSTALLATION DETAIL _ '�'i t��}� INSTRUCTIONS. AT EACH SIDE OF OPENING. WINDOW. ON THIS SHEET (OVERLAP MAY VARY FROM \ 1-----.,_, DRIP FLASHING SHALL EXTEND 1-INCH BEYOND EACH SIDE. WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD .- ( SEALANT* FORTIFIBER MOISTOP SEALANT ;r"`,,,,, APPLY BEAD OF SEALANT BEHIND OS 2 ...... ND TOP EDGE OF FLASHING LIKE SILL FLASHING (STEP 1), DO NOT RUN Ya" BEAD OF SEALANT ALONG TOP NAIL WHAT IS SHOWN HERE). AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. WATERPROOF MEMBRANE TREMCO PARASEAL (HDPE/BENTONITE� DRAINAGE COMP. PROTECTION BD. TREMCO TREMDRAlN FASTEN BOTTOM OF JAMB FLASHING. FLANGE, %4” UP FROM WHERE BOTTOM OF SLIDE W.R.B. UNDER FLEXIBLE FLASHING AT SILL. / — :�� ` HEAD FLASHING HANGS. PRESS HEAD LAP W.R.B. PANEL (FROM PREVIOUS STEP) OVER DRIP FLASHING. - THE PRODUCT LIST L S ABOVE I FLASHING INTO SEALANT TO EMBED. INSTALL EXTRA PANEL OF W.R.B. AT COURSE ABOVE APPLY BEAD OF SEALANT ALONG DRIP FLASHING, 1/4-INCH UP S NOT A SPECIFICATION. THE PRODUCT NAMES WINDOW THAT WILL LAP OVER METAL DRIP FLASHING. FROM WHERE PANEL HANGS, PRESS PANEL INTO SEALANT TO EMBED. REPRESENT WELL-ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR APPLY METAL FLASHING PER 6 D5. CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. PRODUCT SELECTION. \/v I D . vv IN T A L ATION P ' •• ED ' E :::: } , 16 * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION SIN EN �'� DESCRIBED BY THE DETAIL DRAWINC AND SHALL BE COMPATIBLE WITH ALL '`"`}'`' '"= .:„,::,„„,, BASED ON FORT ES ` -ES-T F I k€9T CE -} ::: 1-1/2" . 1,-0,. I IT I AND MAKING CONTACT WITH. ::::•::<.::. SHEET ORDER: A S D INMENI