HomeMy WebLinkAboutBLD Plot / Site Plans - 9/6/2013 GENERAL NOTES
These drawings are abbreviated in content,showing general building set out,
76'-0" structure,and code compliance,and are intended for design-build projects built by
26'-0" 14' 0" 12'-0" 12'-0" Door Schedule an experienced, licensed Contractor,who is knowledgeable with local codes,
12'-0" _ - _ - ___ - - ordinances and building practices_ Based on final product selection, it will be
Htd. necessary for the Contractor to provide supplemental details and information.
jMark Width Height Type Transom Glazing Notes Additional information is available from Will Langemack Ltd. upon request.
Area The Contractor shall verify field conditions and dimensions and shall coordinate
1 3`0" 7'0" Pnl-HG 0" 14.00 sf 12°° sideiites-safet final product selection prior to construction or.fabrication. Unless otherwise
Exist Deck noted,material call-outs are generic. Installation of these components shall be
2 111 7'0" OI-iDP 0" O.00 sf 5afet coordinated with the various trades and shall be installed according to product
- ----- -----� - 2'8" 7'0° Pni I-iG O" 0.00 sf manufacturers' installation guides,shop drawings and/or independent testing
-- TI [to be rebuilt/repurposed] 3
reports.
Conc stoop w thickened edges 2'8'" 7'0" 9.00 sf
4 !.L-HG- 0 Safet
Egress While every attempt has been made to provide a cohesive plan set,clarifications,
-- -- - -- - 5 12'0" 8'0" SLUR 0" 96.00 sf OXXO-safe# modifications,adjustments and/or corrections may be required during the course
6'0" 7'0'° 42.00 sf of construction. As not to jeopardize the buildings code compliance and structural
6 SLDR 0 Safe -E ress integrity, it shall be responsibility of the Contractor to notify Will Langemack Ltd
I 7 2'8" 7'0" Pnl-HG 0" 0.00 sf 20 min.FR w/ cis- prior to executing any significant modification to the building.
I o 8 6'0" 7'0° Pnl-BP 0'° 0.00 sf Code Standards:
� o
- ------- - - --- ! Provide handrai I [one side] if more than 3 isers 9 2'0" 7'0" Pnl-HG 0" 0.00 sf International Residential Code 2012
------
International Building Code 2012 [Structural Exceptions]
-- 10 2'6'" 7'0" Pnl-HG 0" 0.00 sf
International Fire Code 2012
� I 5 1
2'8" 7'0" Pnl-HG 0" 0.00 sf Uniform Plumbing Code 2012
_ - - I - 1
11 WA Residential Energy Code 2012
�J--- I 12 5-0" 7'0" pnI_Bp 0" 0.00 sf National Electrical Code 2008 as modified by WA PCW.
11/*3/6 /� 1 T&G/T-111 soffit _ ! 5'0" 7'0" " 0.00 sf National Design Specification for Wood Construction ANSI/AF&PA NDS-2012
4 '-7" +verify '" Certified gas fireplace [ 3 places ] -4- o 13 Pnf-BP 0
�- installed per mfr.; verify clr.to 7 - ------ ----- 14 2'8" 7'0" Pnf-HG 0" 0.00 sf Material Structural Standards: [Unless otherwise noted on drawings]
combustibles and comb.air req is Wra ped wood columns/beams „
I 1 -8 15 2'8 7'0 Pnl-HG 0° 0.00 sf
Direct vent .a�ith outside combustion air 1 Wood :[American Forest&Paper Association Standard]
I per IMC requirements Sec.303 16 2-8" 7-0" Pnl-HG 0" 0.00 sf Sawn Studs - HF-Stud
EX ------ - 2'8" 7°0" " 0.00 sf 2x or 3x Joists/Rafters - HF#2 or btr
I / -Deck- Provide guard if over 30 to grade 17 Pnl-POC 0 4x Beams DF#2 or btr
------ I
= i '-- ----------------- -- C 18 2'8" 7'0" Pnl-HG 0" 0.00 sf Beams/5tri n ers DF#1 or btr
W/D The/�/inyl o I I I O Spaced wood or composite decking I � � � 11 9
I in I 19 2 8 7 0 Pnl-POC 0" 0.00 sf Posts/Timbers DF#1 or btr
1 Liven Composite: Glulams 24F-V8 DF/DF
1 13 S D� 14 1 6- Egress 10 Egress I
I Boise Cascade ER-1336 / ER-1040
,. „ `I Trus joist ESP-1387
Ceiling raised to 120 1 161.00 sf Total Heated GlazingStructural Panels: Sheathing APA Rated 24/16
1 Subfloor APA Rated Sturd-i-floor or 2-4-1
Underlayment APA Rated Underlayment
N Pole/Shelf , 18/4 X 15/6 All doors to partially conditioned or unconditioned spaces shall have weather proof gaskets/seal
o D 11 assembly. Concrete: Concrete Mix f'c=2500 psi min. @ 28 days for design strength
d = _______ 15 A 1 Higher strength concrete may b� used for workability
___ Masted„ I and protection for weather and marine exposure.
_-- ---- 1 Window SChedUle Reinforcing Steel fs=60000 psi min [Grade 60]A5TM A-615 uno
"' -:�//111
- 7 11/3 x 9/2 _ Welded Wire Mat fs=40000 psi min ASTM A-185
SD 1 _ Wafter& Aggregate Clean
12 - _ ----- i Edge of raised ceiling I I 12/0 X 13/2 Non
r1--- - - - -- --- "i " 1 00 Mark Width Hei ht T e Transom Head Htd Glazing Notes
8'-0" 3'-6" 2' 2" T-4" 2--1 m Provide 22 x30 attic access, g Type Elev. Area Steel: Shapes,Angles &Plates A5TM A-36
1 verify location 1 Unit Round Pipe Fy-35 ksi ASTM A-53 Grade B
--- ----- - 1 ti 1 5'0" 3'0" HS 0" 7'1" Yes 0.00 sf Tubing Fy-46 ksi ASTM A-500 Grade B
� -' 17 I I i
�D Wine! I�,i�l - _ 2 7'6" 4'6" HS 0" 7-11' 33.75 sf Egress Bolts A5TM A-307
s -� o Wood Connectors& Accessories-Simpson Strong-tie
O Ref w ice L---------------- -_�� 3 2°6" 2'6"' AWN 0°°� 7'i" 6.25 sfl
i I I 11 `10 9 r,
---
1 Foyer 8 6 I General Construction and Installation [Unless otherwise noted on drawings]
i I ,, 1 " 3'-2" ' _ 1 4 2'6" 2'6°° AWN O'° 7'1" I 6.25 sf
`� Tile/Vinyl �= 18 o 1- All wood construction shall conform to IRC Chapters 5-8 or if areas of non-
in 5 7'6" 4'6°` HS 0'° 7°1" 33.75 sf Egress
___ n � I compliance,the prescriptive provisions of IBC 2308-Conventional Light-Frame
to i L -J `J 6 2'6°' 4`6°' FX 0'° 7°1" 11.25 sf. Construction_ All foundation work shall comply w/ provisions of IRC Chapter 4
19 L se P P
2 I Tile/Vinyl U � I I i ,� �� �e �° or as modified n foundation plan within these documents.
0 Den/study 1 cX �� �� s 7 2'6 4'6 . FX 0 7'1 11.25 sf 2- Fastening of various building components shall minimally conform to IRC
Egrless 1 - �) 8 7'6" 5'0'° HS 0" 7'1" 37.50 sf Table P602-3(1 [or 2 if noted]) Fastener Schedules.
o 1312 X 14/6 17 ) = 8 2 3 �� O /micro o (�� Tub/shr 3- All work shall be installed plumb and level. Use only new,undamaged materials.
i _ O = O a 4- 9 2'6" 4'6" FX O'" 7'1" 11.25 sf °
ao O� °`1 i KitC en 1 - I 4- Wood light framing components shall be dry [15-20% MC]and free from visable
LO
�,Wal cookt 16 s w/ pole/ G.door 13 :I '�a mold and/or stains. Ceilings,floors and walls assemblies shall have less than
i E;( O - 10 7'6 4'6` HS i O , 7'1 33,75 sf E ress ° g
i I 20% MC prior to enclosure.
Entry Wal ki n E Cust./van 'o 11 2'6" 2'6" AWN 0" 7'1" 6.25 sf 5- All penetrations,offsets or material change shall be flashed in n manner to
Tub/shr i 12 2'6" 2'6" AWN 0'" 7'1" 6.25 sf allow drying/drainage of intruding moisture behind exterior finish.
T&G/T-111 soffit �,_ bw 5 - � -- 6- All exterior surfaces exposed to weather shall be finished with a weather
I pole/S.G.door 13 2'6'° 2'6'° AWN 0" 7'1" 6.25 sf P 9
I I ,� I � /� Pole/Shelf I , 'I �-=�' I resistant product or finish. Seal and insulate all exterior surfaces if building
is to be heated.
14 2'6" 4'0'" FX 0" 7'1" 10.00 sf 7- Utilize manufactured and tested components wherever possible. Component
-------------- P
7 �� /� I�� 14 15 6'0" 4'0" HS 0'° 7'1" 24.00 sf installation shall conform to manufacturer's installation guides.
1 4 VIIH`` ; 3:: C / Q O 8 Specially fabricated components [eg.trusses and specially steel fabrications]
Extend to underside
z:: - --� 16 1 0 1 0 SL 0 0 1.00 sf Solatube may required special engineerin and certification. Verify with local code
of sheathing 1 ___I_ " '''
--Z_ - - ---i------------- -L-----
- �---- �� �- fi-- ---------------- , authority for specific submitta requirements prior to fabrication/installation.
17 1'0 1,011 SL 0 0 �.00 sf Solatube 9- Any steel welding shall be performed by a AWI certified welder. Shop
18 1'0" 1'0" SL 0'° 0" Yes 0.00 sf Solatube fabrication and welding should be performed whenever possible.
v/t d Foldl d'wn stair to storage nti is 10- Electrical,plumbing and HVAC systems are to be design-built by qualified
g 16'-0" 12'-10"
3 lg L J r sub-confiractors. Only general qualifying criteria are noted on this Ian.
C ncslab . hicken e es I- P 9 r _ - -�� Y 9 q Y 9 P
T- ------------- Sub-total 239.75 sf New Window Area
Deferred Submittals
13'-8" 5'_4" 2,-6" 4'-6" 9'-6"
40'-6" 161.00 sf New Door Area Verify the extent of supplemental documentation required by local code
1 400.75 sf Total Glazin Area
authority; the following are typical examples:
Work b Others
I I 1 Y 5848 sf Heated Envelope Truss Design and Shop Drawings [Variations in truss layout as noted
Contractor shall prepare site, removing unsuitable materials and demolishing ° ° on these plans shall be reviewed by Will Langemack Ltd.]
6.85 /o /o of Heated Envelope
existing structures. Disposal of any materials must be executed in a legal manner. HVAC Design,Calculations and Shop Drawings
I If hazardous materials [eg.asbestos] are discovered; disposal work must be undertaken by g P g
j Conc.slab w/thicken edges professional workman, licensed and bonded to do the specific task of removal. Note: Casements may be substituted for horizontal or vertical sliders,verify Electrical Layout and Load Calculations
an egress requirements as noted above.
Supplemental surveying may be required to verify property lines to insure setbacks and Y 9 q
flood elevations. Egress windows shall provide 5.7 sf clr.opening w/ 20" min.clr.width/24"min.cir height Plumbing Riser Diagrams - See Mechanical Plans
d li GarQl e 0; and egress sill not exceeding 44" above finished floor.
1:1I� As interior finish work is a substantial portion of the budget, all interior casework will require Special Inspections
supplemental design by contractor or others in order to achieve budget and program needs. Safety glazing is required where installation is
N
25/Ox23/6 0� subject to human impact, location identification, No special inspections required or anticipated
Electrical and mechanical systems shall be design-built by established tradesman and company identification and installation shall comply to unless unusual conditions encountered during
jwho have regional experience in regulations and practices. IRC R308.3 excavation for foundation system.
Slope to drain Provide fresh air window ports for all habitable rooms; if Special Testing/Material Labeling/Selectlion
� fresh air is not provided through central heating system.
In addition installed insulation systems to be labeled as to R-Value and thickness.
I Window and door units shall be capable
1 of the following component pressure loads Additional energy efficiency requirements as descibed in Chapter 9 WA-REC
[16.00ps$ / -20.00 psf] shall be selected during the permit process. One or more options to be selected.
1 Residential Energy Standards 2012 Residential Ventilation Standards Verify w/ mfr. product literature
Climate Zone 4C Contractor shall provide a whole house ventilation system Verify w/ local code authority for energy efficiency submittal requirements to
_____ 1 HeatingSource- Electric Heat Pump providing: supplement this plan set.
P P 9 80 cfm min. to 120 cfm max.
1 Total Glazing Area 400.75 sf 0.35 ACH min. to 0.5 ACH max.
1
I I I Heated Envelope 5848 sf Using on of the following systems:
%Glazing/Heated Envelope Whole House Exhaust
Central Fan w/0.25 inches water-flow rating with
_ __- - _ -- Insulation Min.5tandards uno.[unless Energy Credit Options] noise ratingof 1.5 Bones.
gY P ] Controlled y 24 hr.automatic timer w/manual over-
Flat Ceiling/Roof R-49 ride: set initially for 8 hour per day.
III Sloping Ceiling/Roof P-38 Individual habitable outdoor inlets providing 4 s in net
L--- �I - - -- ------------- J Above Grade Walls R-21/int free ventilation. P g q
Below Grade Walls R-21/TB Integrated Forced Air Ventilation System
Floors Above Crowlspace R-30 Area Summary
26'-0" I,, Central force air system with outdoor air inlet
-- - Perimeter Slab on Grade R-10 connected to the return air a min.of 48"from the
Doors U-0.30 air handler. Main Floor Area 1895 sf
Vertical GlazingU-0.30 Outdoor air is controlled by motorized damper,
adjusted flow damper or automatic flow device. Total Finshed Floor 1895 5f
Z Main Floor Plan Keyed Notes Overhead Glazing U-0.50
Provide modified 1-hour fire resistive wall assembly com I in with R-309.2 as follows: Ducts in Unheated Areas R_8 Heat Recovery Ventilation System
Scale: 1/4" = 1'-O" - Y P Y 9 Central independent ventilation system with Garage Floor Area 624 sf
Install 1 layer 1/2" min.thickness Type X GWB horiz. or vert. [Garage side] HW Piping R-4 balanced dampers on inlet and exhaust.
Door Notes:. over 2x4 or 2x6 studs @ III Hot Water Tank Base P-10
All exterior doors to beto align w/ head of windows. All w/ 1-1/4" bugle head Type W/5 drywall screws @ 12"oc edge ends and field. use all prdiid e o r ducts.
Contractor shall submit Final Glazing and Door Schedule and Contractor shall provide source specific exhaust shall be
exterior doors shall be weatherstripped and have threshold Fire tape. product certification as required by local code authority. provide each kitchen, bath,water and utility.
between 1/2 to I". . Ducts penetrating garage walls and ceilings shall be constructed of 26 ga. min. P Y Contractor to verify
Any door glazing shall be safety-rated. sheet steel or other equiv. material. Openings into garage are not permitted Mechanical ,,, dimensions, field elevations
unless installed w/approved fire damper assembly [verity w/ code authority]. -Mechanical conctractor shall provide heating/cooling calculations 50 cfm intermediate / 20 cfm continuous minimum
�) and site conditions prior to
except 100 cfm intermediate / 25 continuous in Kitchens l'� n )
Stair Notes: per WSEC 503.2 and be sized per IRC M1401.3. All HVAC equipement _ construction.
Stairs shall be 36"min.clear w/ 6'8"min. clear headroom Provide 30" min.clearance to unprotected combustibles above shall comply w/WSEC 1411 performance ratings.
Provide manual,timer,or humidisat control.
abv. each riser nosing-see Sections - a ra/4"maximum the nge or cooktop. If a non-combustible range hood is installed, -Provide minimum one programmable thermostat in each heating zone Provide backf low damper on exhaust. �`
w/treads wl risers between 4"betwe n 10"iminimum/12"maximum [u�no] per mfrarance inst•allatio be instruced uctions.ctionso 24 min.Clear. Verify side clearance provperiodding a s and with arcontrol 5-2 a range as follows:
schedule with two setback Use Use 6" diameter ameter ameter ducts fo ct f or 5 100 fm exhaust
\V-J � Robert 5 Home
w/ maximum riser difference not to exceed 3/8 Heating only-55 F to 75 F ��_ �V/✓� by
on any run of stairs. O Provide 100 cfm exhaust above range or cooktop vent to building Heating and Cooling- 55'F to 85°F See IRC 2012 M1507 or 2012 IMC Section 403
All stairs more than 3 risers shall have a 1-1/2"0 3 exterior using an approved sheet metal assembly w/ backdraft protection; with adjustable 10' min.deadband for supplemental details and exceptions. V\=� Sun Path Custom Construction, Inc.
handrail @ one side min. Handrails shall be installed verify vent lengths w/ mfr,installation instructions. •AII ducts,air handlers and filter boxes shall be sealed and leak tested
34"-38" abv. riser nosin or landings and setout 1-1/2"• All mechanical ventilation system fans shall meet the Contractor No. SUNPAPC941BC
in accordance with WSU RS-33 if not within the heated envelope. efficac requirements of Table R403.5.1
Verify handrails secure to framing. Water heaters shall conform to the following. y q
Refer to local code authority for local compliance requirements.
-Units on conc.slabs or unheated spaces shall
Guardrail Notes: P• -Hot Water Heaters shall have a min. EF-0.58 and CAE-0.71 Job N0. 2013-190 Issue Date 9-6-13
Provide guardrails wherever differential floor elevations be installed on non-compressible rigid insulation [R-10 min.]
g -Units shall be secured to resist seismic forces; if strapped Lighting Revision Date
exceed 30". Install and secure top rail @ 36"min.abv. 9 9
to adjacent wall, install two straps [located @ 1/3 points of -A minimum of 75
higher floor[ except uardrails adjacent stair risers may °of permantly installed lioghting fixtures shall be 49ss T aC�ltd
unit s height. L
be 34 above nosing . Support guardrail by pony wall or open g high-efficacy lamps RE isIT
rail system. An open railing system shall have all openings angem
•Units temperature and relief valves to be drained directly IT _
Y Y p • 9 Yg " Additional Energy Efficiency Options O r��&sa�rt�;cm
less than 4" in one direction [less than 6" @ stair riser] and to exterior with outflow directed roundwnrds between 6 9Y Y P
and 24" above grade. -At time of permit,additional energy credits will be required selected "'S �DOant""�°g
shall be capable of supporting loads per Load Table. Any P 9Y q = a + 9suo
=6-7811glazing incorporated into a guardrail system shall be rated as from Table 406.2. For dwellings under 1500 sf -0.5 credits required; ILL K.LAN bEMAaK � ,m
Safety glazing. dwellings 1500-5000sf - 1.5 creditis required and over 5000sf- 2.5 STATE OF WAS HIII NGTON Ili
credits required_
CERTIFIED DOCUMENTS ,, Of
• MUST BE SIGNED IN RED
76'-0"
12'-0" 26'-0" 14'-0" 12'-0" _ 12'-0"
Exist. Buildings Administrative variance
I for sideyards :•equired
ld 5 ft on nominal North PL
South P an L]
I I
I
I
I � I
-_----------_ --- I 35' shoreline setbac
1 E 3 I - Exist. Buildings
! - ---- - ---- - I N 59047'17" E 157.12' J
I F
I
l I I I o 7b�
Install 1/2" AB for DDT2Z hold-downs [7" min. embedment] __ __ _or L5THD8RJ foundation strap hold-downs r- 25 ft Front yard
-- ;4x8 bF-1 YP.un I m ; -
-- E 3 E 3 I I p
-- — —
t
I I !
i ~ I
O
4 4 P DF-1 @wads
- o Existing Approach& Drive
Field modify to provide garage access
ao � Exist. boat ramp I I t 3
0�� 6'_ -0" 6' -0" 6' 5' 3�� 5' S'
I - � I
-_- _- - - -- -- -- -- -------------- - -
—3 — — ---
' -- — — — V7 r ---- ------ \ O
� I
� O I I i I ' o
_ -- r--, - r-- . -- r---i N Exist. Deck
- �-- - ---I x8 D _l ty .unoi - to be grandfath ed i ; , I w
09
-- �- - ---1 -- ---- - -- I= -- - - - ---- - I II i fod ewdwelli g
- -- I I Install 4xF PT osts under door ambs ; Proposed Dwelling
J secure to Ifootirg w/ '2-DD 2Z Hold-downs /1/2' Tit HD -
� 4x4 6 PT osts i con .scre s w/,4" mi . em edm nt or quiv.
on 2 "x2 'x8 conc.p s o
I securewo/PB/B�con ectio s or quiv.
I I [ Yr 7 , 6' 0 6'-0 6' off
6'-3
I _ - -- -- ----- --- - -
8 co c.fnc
r--� r- 4x8 DF-1 yp.un r _ ! I '
on 1 "x8"'onc. tg. [ yp.0 o] -~-- - fi - -- -- - I I i N 89047'17" E 160.17'
O I O a
r, 4x8 DF-1 t p.un - - o
O
I Co I l I- ---- - - -- i- -- - -�®-I - ---- I 60'-0" t °
I ; I - 0 58'-0 2'-2 ±
Lq
I °` N I f I I I
I I s Exist. Buildings Dashed lines indicate exist.buildings
-- r--, x8 D -1 ty .uno -- Exist. Buildings
- -- - - - -- _ - I ----- 0 9 to be removed
1 _ __ _ _ _ ___ I I I
-I-- - r - I - i I 1
-- �--' -- I I--- --_ - -- _j --- m I I i I o
jI ' I - 16 8 co c.st ip footing ; se Det it i '
LO
i i t I I 0
2 I � � I I I .
cv f .o i l I 0 20 40 60
_ Schematic Site Plan 80 10o FT
Scale: 1" = 20 ft
s ------------------------------------------ -
5
I Parcel No. 12221-21-00100
+I 9'-6" 40'-6" -
o I I
:o Block-out for doorway i
u l
I Foundation Notes:
Loading Criteria
l i I All struc. ural elements designed for these plans shall use
Verify all footings are on compact,native soil. If unsuitable Reinforcing Notes: Reinforcing Bending Schematic
I 4" min.conc.slab above ' I I y- soils, excessive groundwater,or other unusal condition is the following assumed loading criteria:
I w/ 6x6-10/10WWF reinf. I discovered during the excavation process, additional engineering All 8" foundation walls less than 24" high shall be minimally reinforced as Min.development length Vertical Loads
and modification of foundation system may be required. Notify follows [uno or per local code authority]: #4 varies Roof: 15psf-DL 25psf-LL 40psf-TL
l architect. While steep slopes are not anticipated for this site, #5 varies
I Contractor shall avoid creating a steep slope condition during Vertically- #4 RB @ 18"oc [Grade 40] or #4 RB @ 24"oc [Grade 60] 90' Hook/Bend Attic Storage 15psf-DL 20psf-LL 35psf-TL
and after the course of construction. Floors& Decks: 15psf-DL 40psf-LL 55psf-TL
l I #5- 3.075 dia. Exterior Balcony 15psf-DL 60psf-LL 75psf-TL
I Provide 1-#4 RB @ top /bottom of all foundation walls. Ln „
All crawlspaces shall have a 18x24 min. unobstucted opening access, Provide 2-#4 in each footing [ 3 clear from grade ]
I I I I location to be determined in field. Primary Exit: 15psf-DL 100psf-LL 115psf-TL
I =r, All vertical reinforcing to extend into footing and tied to footing reinforcing, #
Od i i , Stairs: 15psf-DL 40psf-LL 55psf-TL
I I I I All crawlspaces shall have a continuous c6 mil [min]black poly. vapor barrier Wet sticking of reinforcing is not permitted. Min. development length
I I I I over the crawlspace earth, lap splicing edges. #4- varies Private Garage: 25psf-DL 50psf-LL 75psf-TL
I All walls greater than 36" shall be designed as cripple retaining walls. #5 - varies
+' l I All crawlspaces shall have perimeter foundation vents providing a minimum b o or 3000 1 bs.concentrated LL
o I I I I net free ventilation area as noted on this sheet. Vents to be screened w/ Lap splice reinforcing around all corners. See Bending Schematic this page. � 180' Hook/Bend Guardrails& Handrails: 200 lbs.concentrate LL
co I I I 1/4" min. non-corrosive wire mesh and to be evenly located throughout the Locate cast-in-place foundations vents 6" min. clear from anchor bolt 1 #4- 3.00"dia.
I I i perimeter foundation as to provide cross ventilation. Coordinate setout of locations. Snow Loads Pg= 30 psf Pf = 21 psf Ps= 21 psf
P P ## #5 - 3.75 din.
I required AB's and hold-downs, locating vents away from these connectors Lateral Loads
Ends of nominal 48" concrete cripple wall I requiring structural embedment. If natural ventilation is restictive or If anchor bolts are set improperly, use Simpson ST Set system to epoxy #4- 5.50" min.
I I excessive ground moisture is encountered during the course of construction, grout steel stud into foundation [ 5"min.embedment] or Titan HD concrete #5 - 7.00" min. Design Wind Speed: 85 mph w/mean gable< 30 ft.
I I a mechanical ventilation system controlled by a humidistat or timer is advised. screws. Exposure C
I I ! #4 - 16 /24" min.
I I #5 - 20"/30" min. Lap Splice Seismic Zone: D2 [IRC seismic designation]
I i D [ICC seismic designation]
I Assuming Sds = 1.00 5d1=0.50 for Seismic Group 1
l I cal cal i Assuming f'c 2500 psi max
I I Underground conduit rough-in I Soil Loads Assume Soil Class D IRC-1615.1.1
for electrical entrance. - Split numbers indicate values for [Grade 40/Grade 60]
_/eri f ylocation_ _-__. __ _,..__._-. __._ --______ o Lengths have been rounded up to nearest 1/4". 2000 psf nominal bearing capacity
! M See Industry standard hook schedules for other sizes and 150 psf nominal lateral bearing capacity
I ,., m conditions [eg-seismic hooks/ties] 0.25 coefficient of friction
Required cone cover to concrete as follows: Use 40 pcf equivalent hydrostatic pressure
Unformed cast to earth 3" min.clr for structure retaining earth
Formed cast to weather/earth 2" min.clr. The above loads shall evaluated according to the
Protected to weather/earth Basic Load Combinations for Allowable Stress Design,
Beams/columns 1-1/2"min.clr. p ICC 1605.3.1 unless otherwise noted.
26'-0" Slabs/walls 3/4"min.clr. i
This plan may indicate a schematic truss layout for design by
others; load paths may require reevaluation if final truss
layout has been changed. Verify prior to truss fabrication.
Z Foundation Plan
�� - � �� 2x6 PT.continuous plate
Scale: 1/4 - 1 -0 w/ 5/8 0 x 10 min. AB @ 32 oc
I incl. 3x3xl/4 plate washer/nut uno
`--------- For walls less than48"
#5 RB @12"oc horiz [ 2 min.]& Contractor to verify
@ 12" vertically
2x6 PT.continuous plate 1 Locate top RB within 6" of top/fnd 3'-0" min.
dimensions, field elevations
w/ 5/8"Ql x 10"min.AB @ 48"oc Grade I
and site conditions prior to
incl. 3x3xl/4 plate washer/nut uno 20 mil of flashin
4 poly 9 construction.
on PT ply strip ,�✓ \\�.
------= F-�==== Built-upconcrete stoop ����G
4xbeam ------ r------ w/ 1/2bituminousf It strip separating Robert's Home
I 3-#5 RB coat. on 4x PT posts @ 8'max. oc
x T Block bearing conc/flushing
#4 RB @12"oc horiz 2 min. & E I secured w/ Simpson BC @ top
,�
[ ] and Simpson PB/BCO @ fnd. - ------ 4x4-10Wx10W WW \v�
@ 12" vertically I ---- -- ------ #4 RB �� by
Locate top RB within 6' of top/fnd �
1° nam Sun Path Custom Construction, Inc.
> Contractor No. SUNPAPC941BC
---
conc.slab �
Io
o$o
2-#5 R coat. ego 0
I ° 0g®°� ����a�° o " Job No. 2013-190 Issue Date 9-6-13
_L 3 clr. rnf to earth � �� a�a o�� oao o�, I -
L. 3 min.clr.to grade ti
_ Revision Date
1'-4" 2'-0" uno (V li 48" minimum 4966 It
Y --REGISTERED _ _ angem ck
Sand/gravel ARCHITECT
T Footing Pos wvims
t/Pad Footing Raised Stoo Schematic Footin Steamsid �� rt
T . Footin > �
Y 9 n
3 r = � paxia
1 1/2" = 1'-0" 2 1/2" = 1'-0° 1/211 = 1 _��I 4 II 5 Ts STATE FC�ANGE� CI ��4�A�,x�
1/2 = 1 -0 ,� k STATE OF WA.�II[+(GTON III,
Note: Footings in soft or sanding soils should be 24" wide
CERTIFIED DOCUMENTS 2 Of 4
MUST BE SIGNED IN RED
f _
Loading Criteria Architectural composition shingles
structural elements designed for these plans shall use on 30 lb building felt
This wall face Tne following assumed '�c•'�rJ criteria:
on 5/8" APA-rated roof sheathing
Iri---------iTl---- Swl I I , Shearwall/ Bracing Panel Schedule
—L�—— Vertical Loads
I e Nailing Stud Bolt Spacing Plate to Sub Vented blocking w insect screen
I I I Mark Panel T e No.Sides Ed rlr Hold-downs Blocking Remarks Roof: 15psf-DL 25psf-LL 40psf-TL -
Mfr. ablij�nd truss I I I H Hip „r,� 5W1 7/16 WSP 1-side 18d @ 6"oc 2-2xHF/DF 5td 3-16d @16"oc 2-D:'= or LSTHD8RJ Blockec -'c "Iat.2/3 Attic Storage 15psf-DL 20psf-LL 35psf-TL
9 O v-
� =� SW2 7/16 WSP 1-side Floors & Decks: 15psf-DL 40psf-LL 55psf-TL
Valley line 8d @ 6"oc 2-2x HF/DF Std. SD525312 @ 8"oc See % a!I notes Blocked uno Interior walls- see rc- _ `
� 4x10 (pF-1 I Exterior Balcony 15psf-DL 60psf-LL 75psf-TL
SW3 17/16 WSP 1-side 8d @ 6"oc 12-2x HF 5td 3-16d @ 16"oc Not req'd uno Unblocked Main floor sheathing uno-see Det.1/3 primary Exit: 15psf-DL 100psf-LL 115psf-TL
Mfr. truss 24" oc I OR Ridge line „ " \�
8d nails= 2.5 x 0.131 common or 2.5 x 0.113 galvanized box g P y y g Stairs: 15psf-DL 40psf-LL 55psf-TL
Field nailing is 12"oc. If panels are unblocked, provide an additional fastener into framing @ each unblocked edge. Blocked panels may be achieved b installing I Coated gal Cont. l gutters
I panels vertically or by install flat blocking between studs. [A reduction has been assumed for flat blocking.] - on 5/4x10 cont.wood fascia
I O I e
Private Garage: 2opsf-DL 50psf-LL 75psf-TL
-
--- — ------ — ------
-- --- --
T— Panels may be place horizontally or vertically. If using staples,use 16 ga.w/7/16"head @ 3"oc [equiv.to 8d @ 6"oc]or @ 2"oc [equiv.to 8d @ 4"oc] or 3000 Ibs.concentrated LL
This wall face
5W1 Where panels are two sided use 3x or 4x @ panel boundaries. Guardrails & Handrails: 200 lbs. concentrate LL
-_ R-49/30 butt insulation =�
\\ Girde truss / I I Snow Loads P 30 sf Pf = 21 sf Ps= 21 sf w/ 1/2"GWB @ joist 4x8/10 DF-1 Header [t uno
/
-- —————— —————— --- I 9 - P P P w/ 5/8"GWB @afters YP- ]
— I —
—— —————— —— ——— Lateral Loads
\\ Trus hgr per truss m r. // xlb DF 1 I 3.1112 GL Vinyl sFiberglass framed windows
I _-- --- -- --- -- -- wall-fn __ _ Design Wind Speed: 85 mph w/mean 30 ft.
---- ; Tape/flash e/flash perimeter per mfr
------ ------ w/ Insulating glass woo wrap.
I I / Exposure C
Ceiling raised to 120" thi area o I ,/ SWl 6x10 DF-1 i Seismic Zone: D2 [IRC seismic designation] Provide approved VB on inside face of Flash @ hedtrim
D [ICC seismic designation] wall insulation. Use one of the followin
I -- -- i� -- --- -- --- ----- Assuming 5ds= 1.00 Shc=0.50 for Seismic Group 1 -Face-stapled batt insulation wl pap r VB
I — — I i g •6 mil poly rated for wall VB instal,at on
I \\ // I I I \ i I 4x10 F-1 I his wall IFnce Soil Loads Assume Soil Class D IRC-1615.1.1 -Approved air-tight drywall system
Verify w/ local code authority
SW1 I I 2000 psf nominal bearing capacity
Y 5/4x4 nom. wrap
W = i 150 psf nominal lateral bearing capacity
I Unb ocked Verify interior casework Q
I I of I I —�— --_ 0.25 coefficient of friction Y Shingle/bevel sidin(
SW2 o I ! to I I —I--- — _ f --b Use 40 cf equivalent hydrostatic pressure on building felt/bur ding wrap
o I I — --- — I — P q y p on 7/16"nom. APA-rated sheathing
l �o a I . 4x10 F-1— 4x10 DF-1 for structure retaining earth
„
° I / �,i� z I The above loads shall evaluated according to the 3 2x6 studs @ 16"oc
9 /4 or 1-1/4 APA Sturdifloor —
aU \\ n I ! I Basic Load Combinations for Allowable Stress Design, on composite wood jst.@ 16"oc w/ R-21 min.insulation
I ` � locked I Use cont.rim joist as recommended
I I ICC 1605.3.1 unless otherwise noted. J w/ 1/2"GWB on inside face
/� j `L 5W2 I o I _
�� This plan may indicate n schematic truss layout for design by by fabricator
-- —� _-- -- --_ -0514 it strap I N others, load paths may require reevaluation if final truss Use APA-rated underlaymcnt 5/8"D x 10"AB @ 48"oc
— -- — -- —> a — o posts elow _layout has been changed. Verify prior to truss fabrication. in vinyl areas w/ 3"x3"xl/4"plate washer & nut
I I 7"min.embedment in conc. [uno.]
LiAH ( { I Place AB within 6" of plate end &
— --- /
min. 2 AB per plate
rF
— —__ __ _ __ ___ _ } — Structural ConnectionsF 2x6 Press.trtd cont.plate
— Refer to Nailing Schedule IRC Table R602.3(1) R-30 min.under floor insulation------ ------ -- scheduleultattachment unless modified by note orS ecrawlspacesFIr or unheated areas
I — II be -style,le complete with matchingSee Lower Flr Plan 8" rnf. schedule
o
— All anchor bolts[AB]shall J y p ° see rnf. schedule on fnd.plan
"'i \\ ! I I L nut and 2"x2"x3116" plate washer. Size as noted on plans. 6 mil black poly VB °°01Qo°0ao Bitumenous damp-proofing
L I I
\\ I +- I n- I All machine bolts[MB]shall be complete with matching nut
i = 1 °�o Graded clean ravel backfill
—+ —_ — / I \ I and washers: Size as noted on plans I 9
j xl DF-1 i/ I \� I All metal light-framing connectors shall be Simpson Strong-Tie
— _—— -- - \ I - or equivalent manufactured/tested component. Unless
I -- -- ��
I x i __-- -- --- — { I �� �— I I otherwise noted on plans use the followin basic st les,sized
g y _' _ _ 4"Ql perforated-.footing drain
-- 1--1 \ \ I �` to suit the wood element being joined. Secure per mfr.to _ Recommend rigid pipe w! clean-outs
I I , R \� I I developthe full rated listed capacity. [Plan abbreviations are @ main bldg.corners.
I /i 1 2x verfram n I `i I I L I noted.] Verify drain outflow
I _ _ + -- --- — -- i I I Joists/Rafters Hanger [JH ] LUP or U Hanger v
I
—— l 16x8 cont.conc.ftg
Light Beam Hanger BH ] HU Hanger lCal Wall JCt��n
' I 2x b erframi g \ I I 9 91/21i _ 1,-Of' w/ 2 #4 rnf
/ -- _ — --- / --- --� -- --- -- I I Heavy Beams Hanger [ HBH ] LEG Hanger - - on undisturbed compacted soil
4x10 F�l� ! 6 10 DF-1 --- — / 4x101 F-1 I \I ---� Post Base[ PB ] EPB or CB
BC o CC
I ? I n CC
rams [
Column Cap ]
I \ � Framing clip [ FC ] A-35
/ I Unblocked �� / I ---�---- 1--_ _—J Hold-down[ HD ] PHD2
I / I 5W2 ---�--- --�-- -- ------
--�-- LJ -----_ -- LJ L -- -- L--?
-- --- Tie-Down [TD ] H-1 Rafter or truss
I Coil Strap [CS ] CS20
This wall face Typical all other main floor wall faces
L——— —— SWl All components exposed to weather shall be galvanized or have
SW3 an approved coating for the use intended. All components shall
o
--------------------
hove corrosion resistive fasteners/hardware where used w
pressure treated lumber. Verify mfr. recommendations for
ompatiblity. IRC R319.3
Sheathing and Structural Panels
I
I Secure all roof and wall sheathing [UNO]as follows:
8d @ 6"oc @ all edges and 12"oc @ field
Block panel edges where noted on plan
I H-1 Tie-down [typ.uno. ea. bearing end] I
I I I
I fr.stora e truss @ 24'' oc -' I I Continuous ridge vent
LO
I 1 Ln
I 2 I � "' I I
I I LO
12
® 6 12
I 11 I
I A##ic 6
I See Plan callout
Varies j
Exterior Wood Structural Panel
Exterior Wood Panel 1/2"nominal APA-rated 24/16 panel
sheathing-applied horiz. or vert. Where load from roof/floor diaphragm PI fie
i c. Framing#ses 10 m
I
I above exceeds
5
I I on 2x4(6)studs @
16 oc
Secure w/8d @ 6"oc-edges/12"oc-field clips shall be installed as noted. See adj.detail_
----------- Edge blocking not required uno. --- ------ ———————— ———— -
——
=------=----------------------
1
--T
__ Exterior & Interior Wood Structural Panel11
I Shearwall: See Shearwall Schedule for modifications
T-I
I to fasteners,studs, AB and hold-downs.
Living Room
Mfr. qd�le-end truss --- I �J � o
GoL—— -------------------! ———————— ------!---� Entry r
— J--
Provide dbl.studs @ vertical edges of panel
Secure dbl.studs w/16d @ 12"oc. Exist. r, floor shown n level q new d Ilia
Cutaway shown for illustrative Note. Higher capacity panels with fasteners less however, ite conditions may require dwe i g t higher.
purposes only than 3"oc and panels both sides of stud may require Field ri y.
--0� 3x or 4x structural framing where panels abut.
Floor
li
Schematic Roof Framing Plan
Cutawayshown for illustrative purposes only
Z --------------------------------- -
Scale: l/4 1 -0 ----- -----------------------------------------------
___ i
in Secure sole plate to Joist,rim or plate
Exterior Panel only w/ 3-16d @ 16"oc uno_ CraWISpaCe
p Recommend extending panel in one piece
to foundation plate below. ________ _______-L
O ; ? Secure to foundation plate and sole plate. Re m end extending panel in one piece ------------
to `I __ ____ ___ _,
co m xt
foundation plate below. `y
Secure sole plate to joist,rim or plate x Secure to both the nd/sol pate.
f e l Schematoc Buildin Section
X
w/ 3-16d @ 16"oc uno _ A Scale: -0"
o Install AB ( 2 places)
w/ 10"min.embedment uno
Sub-floor shown o Verify alignment w/ HD above Contractor field
verify
i on Rim Joist on Base Plate dimensions, field elevations
/ secured b standard AB
Install Simpson Hold-down @each edge and site conditions prior to
Y
i See Standard Wall detail Secure to AB below w/0 threaded rod& Construction.
C coupler nut.
Simpson N p
Robert' s Home
Verify#4 cont rnf @ t p fnd wall
i !
-- ------------------
---------------
Provide- J
dbl.joist, blocking
or squash blocks under 4��
1_ panel ends y Sun Path Custom Construction, Inc.
_____________________ __r - "
Contractor o.„o N 5UNPAPC941 C
- L
Job No. 2013-190 Issue Date 9-6-13
Revision Date
Standard Bracing Panel Shear Panel
1 - 2 1/2" = V-0" This schematic is intended to reflect condition asss Lange Y1 G .
1/2 - 1 -0 This schematic is intended to reflect condition of higher capacity shear walls as modified by schedule
REGISTERED
oft typical sheathing installation on exterior walls A iTECT
yp g Walls with width/height ratio greater than 1:2 shall be � �sultm�,�aupportsernc�s
unless other modified by shear wall callouts have its capacity modified by 2w/h `1
/ / � �ialeadaeaua
WILLIAM NGEMACK] i- �t�
STATE OF ASHINGTON III c
oS 4
CERTIFIED DOCUMENTS
MUST BE SIGNED IN RED
Continuous ridge vents
using mfr.std,detail
Architectural composition shingles
_ - ,.
5/4x10 barge w/ 1x4 rake
Flashed built-up running trim
r .
/ —
a �
Decorative built-up gable end detail - - - & 0
- 5/4x8 fascia w/ cont.steel gutter w/ downspouts
non-structural
-Z-���_--�I---.-_�-.-�_.--II_�--.7--_I 1.-_�__-1-41-,-.Ia-d---.-�_-__--_-_-.------a
.�_�g-��- --v
ham`
- .
F -
_ _ - - -
_____ _ -_ ___.. - _. .. _ _:__-::_ _ - : - -
- .. _ - - - - - - - -_ __ -
_ _ - - -- - _: . ._ _ _ 5 4 r
. ,: - VI / be ss windows w/ / w
- - nyl fi rgla aP
- - - -
-- uj ._
-_ ,.:_ - 1 1 IdI
-. tz `
Wood or co p site I p s d 9 9
> m o a n s n
- _ -_
- -- - - - - - - - - - - - -
- _ - - - 5/4 x 4 cornter t--T-____1I..,-a..._.._.—_-_�_a-.P--��.._�-a.�.1�.,-.I_a.4-.I I0--I�_--IaI-II-.jI_-I.��._..—--�_I�_---.�-_-�.�-__6I--I-_�-i-1_�-_...--I-.,7�-.._--_I--II-1-__..a.11__.I—_�.a�I�.._I.—-_-_-I--_-I a____.----_---a-_I.-.a-—..II----,---_-,-_��.-,-_.-_-.�a-_._---a-.._.--1_----..a_a.a-_-a_--_-..-__I._--I..j-��1.I��I 1k"-.a--�..-I-I—J_.�--a-_—---I1,_I J-I.I�,--_��-__.--_..I—�_.�a..�-I aI�_...--_a.-_-_.a-..-I1.-.-�-_.a_�-I--a.I,1�---.-�._-._a.-�.I.-.�;--I-_..-_I��.._,�t.-Q��--1--..-.-I7_-._�.-.-I�..-_a.Ii-I_a--_...-�j,-1.-"-I.----I�I,��_..1..�--.-.�,_-.-4--.I I-�--.�.-a_.g�__I-",.-0..-.-._--���.6.�I-�'-�,.I..-I---I'-.-�Ia-1--I�I-1�.-._-,:,I.�1
1 I�1-.--1I I�.-�..-I_-.--.1I�a-.----aa'-j��.,a
--1.�-�-1---I-1I-.a--�z�I-,-,-aI-�--_,�-/�.-�./—--.��I/._�1.I.-.I a�-�:�-��-:.I1��-,--.a�-a...�,�I..fV-i-�I I�I_--__.-I':�--�,-�-_-��I--_�---�.-/a1 I-._
.,.a--.I I,-_I,,..a---'__-1�_I_.I.1.._X.a1Ia a�.,a__�:-.a....a�--.-.--a:_���'!I_�.-..-.L_���'_
---I�
.--1_-..-�.-..-_---i I-1.'.--�_Ia._ii�I.---�_a--_�._:_.�-.._.�_a I__I.I._-a---II-*��._,--��-_---.I a�..-_-.--._.a
- -. - - -- -- - - - - - - - p I---.--__.-.--P�--.--.-.a�.-_--..:--a_...��_�_�-.-a_1--I.,_I_.-:1-1.-:-a-a I 1��1.�-.-1_-_-1..1._�1-.___"_--�I3-_.
Ia a-
�-'.I.aW��
:: rl
: - - _. -
_
- - _ - __ : _ �� . '--.
-_ - - -
-" - - . -- ---= -- _-- - -
-- - --- -- -- - t -
- �4�r - = -- -
- - - - -
- -,_ -
I_ 4:::f - ' - _ - -- = . , - _-_- --- - _ _ - -- Conc.stoop/ steps
_ -:Y - - - -
__ -_ .<
- - .- - " -
- - ; , -
-_ - _ _. - - :._, - _ . - _ .. . - _ — -
_ -_ - - ..
_ .-._ _ --_ - _ :.: _ _ _ _ _ _
- - . -.- -:_ -- - - - - - - - - - _ -
..-. - .. _ - - - - - - - -
- - - -- - -:... -- -.- -- _ :. _ - _ _ _ - _ _ _ _ - _ _. - _
.. - . _ .-.: _ _ - :- ..:
' - - _ - -... - ... -. - _ - _ - -
Field coordinate setout of gutter downspouts
. - - . -
to consolidate and direct drama e er local standards
- _ - -
:_ : : {
-�.I--..-\V��-1__I,I..
!i.�
II
_ - -
East Elevation .
Scale: 1/4" = 1'-0"
-,. ," -
4 .�r
�._�.�-_I�I_7I-:,a I�1�II__:�.-..-a.�1 a.;a�_�-�.-.-�.-�--_..4..-_.����..�a--_I.,.-._a�__-__0---.i_-_-�.a_-a-I�-�-a_.�.-..1�.._...___�-_�.-_�-�__I-_�_II._:-_-...a a-�_.-_--1--�Ia�1I.__�.1_I_-�.-�..-�.��---�.-..I.'...-—�_.I:E_-_a-_a--._I.,�..�..-.I._,�..�.-I.-_�.-_--_..1_..--..--�--�.I-'�1..�._�.I_--.-..a-_��--—_�--_._a._.I I-I�-�I m_a.-I._.-��aII--.�_�I-_-------II.--a'q--..-.��.--7-__:-a��.a-.a I a:-._a I_-�N-a'-..�I1-"Ia�_f_-----�.-1-—I�I'I....-I.----aa--_.�-�-�N-�__.�,.--���I.---:_�.I-�...I-0�_,_,�a-_-I�-�__.a.--.-__�.-J.-_-I.a_I-�--I--:--_�J1----'�I-I--_--..�._�.Iz'I�---�-..._K_'.-a1 I_-_..-��-.-a�-"._----�,I.---L�-.a��I-a_��-�,-a_7�a-_._.-..N-�.�.-I�..-,---a-.�,._.---��----_---II.a��..II.-�------_--a.-�-.--III-_..,__._I--I�.II;;_�_�_-.__-I-I--.-I_�_-�-..--1-,_-._—�,'_'�---.-_----I_7a-._-----.�I:-I-a-a-_-"�-:-.--�.1--,--.-.-a.-'..._3.-.II_..�-a��1.-�.-Ia_I--�-".-a-I-a--.--.--I_-_-��--�_..-.---1...�-�:_1--a���I.I_..--r--,I--_I.1-.1a--_-��_-I"_.-....----�.��--_a--�a a.�I I a----..--.-I-_A�..--_-a_..,I�.--_--7a_�--.�I--��.-a_.-.__�.--
1 ` - .,_
�y
a
z a
- - - '-` .�Y.--
E
' g - ry; j
r '. __
`�. k:. y
_-i 1-a-_�.�.1I.--.-_I-_i-',_I_�_�I 1-.---.-�-a_--�_.II_-_I.--_.�-aI._����.a-�1-.-�.--__-a_.-.--.-�,-.'.-�--:.-_
_,
- - _ -f�+ - , � .' '.' \.ice r-
:f 7F ..:" - .. - -
r.. __ - _ _. - _ _ _ - - _
-' .. -- -- _ --- _--- - .- - - - - - - tiy - - - _ - - _
_ - .. _ - _
l
n J - s:- "_
.. __ -.. _-__..'-_-_.___.__.---____ _ -._.__.- _- - - - _ _ _
: .. '______- __._-_...' -_-- - -- - �. i -.�am fir,. •-+..!*+v - m-e` ....,. ,> -
-Y
.. _ .--_ - - --- :- - _ : - _._ _ -
10�1
I
�_-�--�-��:-I-I--a�J,�
' ...
^i
a..r - - - _ __ - - - _ _ - - - -- - - -
.
4�y..:
_ - X - _ _ _ - _ _ _ - _ _
_ - -- - - __ - - ._ .-- -- ._ __ -.. ._ -_ _- _ Z-�--...—_.�_-�-I--_-�.I-I-._---�--_--1�-I-.�-I-a.II--�Iz a---.��---1-----�..
- :: -
._ _. ....,-r ,.-._ --. .- -_. - _ -- _.- - - - - - - - - - - - T .
:� -._ : - _ - _ _ _ _ _ _ _
I�.
_ _ .. _ _
- -. - -- _ - - .. _ - _ - _ _
_ _ _ _ - _ _ _
-
�-.�.�-.-
I
-- ., -- - -._ _—_---- - __ - - - - - _ _ _ . - _ - _ - - -
___. __..____ ____. - -- - -. . -- - - - - : - - _ - _- - _ _ _ _ - - _ _ - _
--..- - - _. ---:. .- _ - - - - - - - - - - _ _ _ - _ _ _ _ - _ __ - - - - - _ _ --_ -
- _ .:. - - : - - :-_._ _
.,. T .::
South Elevation North Elevation
Scale: 1/4" = 1'-011 Scale: 1/4" = 1'-011
}
' -
t-'" - -
__. _�__
f - - . -- _- _-
---- -
,_ - - - -
_ - -
- -
( - r.
I __ - -
- -
- -p -
1 - i- Contractor to verify
Wrapped 6x6 post/ 6xbeams . : - -- -- -- -` '- - - " dimensions, field elevations
- -; _ e conditions prior to
--:.�- _ . t --
- w ,r —'-- --- — --- - - —,;`
<-„-
-__ -- -- -
J_' - construction.
- ` ' '� - -
1 �f= _:a
. -,- -- . -_ -- _
3 n
- _ r _ ; � - -
- -- --- /--- F V
J
n G�
-------------------------------------- _ --- ��________-�_ �_------------- -_---____ --.-------__y_ o
,___
-- - - _ - - -
�o Robert's Home
- - _ , �o
...
_�. . - -.. , . ._ ---. . i o
II
- o 0
:
J
— ----
� b
. _
i - , o0
Y
.�
- o�,
Sun Path Custom Construction Inc.
_ -
- - _ _
0
- -
o �
- on rac or o.t t N 5UNPAPC941BC
- -
- 1
. .
. x ob No. 20 -190 - - 3
__ J
i
13 Issue Date 9 6
-- __ " _
__ - _ Revision Revision Date
Exist. 36°guard not shown for clarit 4966 It{
This exposure will be subjected to severe wind driven rain . FI GISTERED . Lange Yl�c�C;ffi
Verif recommend flashin w/ window mfr. Hi hl recommend - _HITECr
y g g Y /� �; °� �• cransulfig&supgart a�rvices
• installing an enhanced building wrap/flashing system such as those 0 ` ("
West Elevaton i used for rainscreen installations
�� j to- - Island,wa 48114
WILLIAM K: NGEMACK ��_�..Ati�-.�,,.
Scale: 1/4 If
= 1'-011 STATE OFWASHINGTON
III 9,--Q�---�T
CERTIFIED DOCUMENTS 4 of •4 MUST BE SIGNED IN RED
. 'c v-�-;t/- d/—ed leO