HomeMy WebLinkAboutPUBLIC HEARING & FLOOR PLANS - 04-00109 - Tuscany Place Apartments - CUP for Apartments with more than 23 unitsNOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the Planning and
Zoning Commission of the City of Rexburg, Idaho, Thursday, April 15, 2004 at 7:05 p.m., in the
City Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a
Conditional Use Permit for an apartment complex in excess of 23 units. The Zoning is High
Density Residential, (HDR).
The said property is located at 4 South and 2 nd West, Rexburg, Madison County, Idaho and is
described as follows:
Tract 1: Commencing at the Northeast corner of Lot 1, Block 12 of the Parker Addition to the
City of Rexburg Townsite, Madison County, Idaho, and running thence west 185 feet; thence
south 330 feet; thence west 475 feet; thence south 99 feet; thence east 660 feet; thence north 429
feet to the point of beginning.
At such hearing the Planning and Zoning Commission will hear all persons and all objections
and recommendations relative to such proposed approval. The City Clerk will also accept
written comments at City Hall prior to 4 :00 p.m. on April 14 2004.
This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and
all amendments thereof.
DATED this 23r day of March, 2004.
Rexburg Planning and Zoning Commission
(SEAL)
By
Blair D. Kay, City Clerk
Published: March 24, 2004
April 12', 2004
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CITY OF
REXBURG
AMERICAS FAMILY COM.MUNffY April 15, 2004
(Work Meeting with City Council)
6:00 P.M. City Council Chambers
6:00 p.m. SPECIAL MEETING WITH CITY COUNCIL TO DISCUSS THE DESIGN COORIDOR ALONG US 20
1. Consent Agenda: The consent agenda includes items which require formal Planning
Commission action, however they are typically routine or not of great controversy. Individual
Commission members may ask that any specific item be removed from the consent agenda for
discussion in greater detail. Explanatory information is included in the Planning
Commission's agenda packet regarding these items
A) Minutes from the April 1 2004 meeting
2. Noncontroversial Items Added to the Agenda:
3. City Council actions on P &Z recommendations:
4. Zoning Compliance: Kurt Hibbert
5. New Business:
6. Public Hearings
7:05 p.m. Conditional Use Permit for an Apartment Complex named "Tuscany Place"
(over 23 units) at 4th South and 2 ^d West - (the old Erickson Pontiac Property)
- Sainsbury Construction Co.
7. Unfinished/Old Business
A. Final Plat for the Meadows Condominiums "Phase 1" and "Phase 2"
Asset Amalgamation, Joseph Harding - Design Intelligence, Scott Spaulding
B. Prepare for Town Meetings on April 22nd and 29
C. Work on the Commercial Design Standards (draft) Ordinance 907 with Council
D. Discuss with City Council the US Hwy 20 Corridor
E. Preliminary Plat for the Valley View Estates Division #5 - Schiess & Associates,
Kurt Rowland; Bart Stevens
8. Report on Proiects:
9. Tabled requests
10. Adjournment
THE ABOVE SCHEDULED TIMES REPRESENT A BEST EFFORT AT SCHEDULING. IT MAY BE NECESSARY FROM
TIME TO TIME TO ADJUST THESE TIMES TO ACCOMMODATE UNFORESEEN CIRCUMSTANCES.
Notice: Please contact City Hall three days prior to any city meeting if there is any special assistance needed for disabled
people planning to attend the meeting.
T
CITY OF
IV
R.EXBUR -G
AMERtCrlS FAMILY COMMUNI TY
Agenda Item # 7-A
Date: April 15, 2004
Rem: Final Plat for The Meadows Condominiums
Initiated by: Applicants
Financial impact: N/A Budgeted: N/A
Funding Source: N/A
Action Proposed: Approval of the Final Plat
Staff Analysis:
Attached are the Documents required for review of a Final Plat for a Condominium
Subdivision. The City Council reviewed and approved the Preliminary Plat with
conditions: 1) Review and approval of the Fire Department, 2) The acquisition of
additional land for the second access to the development on the south side of the
property. The Council did request that as the adjacent land to the north of this
development gets developed that the developer seek to gain an access on the north
end of the development.
Staff review has found that there are still questions as to the lack of secondary
accesses proposed in the Master Plan. Owner needs to address Storage Buildings
not being shown on the plat.
Fire Department is still reviewing.
Homeowners Association Documents have been submitted
Proposed Motion:
� CITY OF
REXBUR-G
.� AMERICA'S FAWLY COMMUNITY
Agenda Item # 7 -13
Date: April 15, 2004
Item: Prepare for "Comprehensive Plan" Town Meetings on April 22 and
April 29th.
Initiated by: Planning and Zoning
Financial Impact: N/A Budgeted: N/A
Funding Source: N/A
Action Proposed: Conduct neighborhood meetings at the Schools
Staff Analysis:
The Mayor's Office has approved four locations for the meetings with the
neighborhoods to gain input and provide information on the upcoming Public
Hearings on the proposed changes to the Comprehensive Plan for Rexburg.
April 22. 2004 - 7:30 p.m.
1) Madison Middle School
2) Adams Elementary School
April 29. 2004 - 7:30 p.m.
3) Lincoln Elementary School
4) Kennedy Elementary School
Proposed Motion:
CITY OF
R.EXBUR -G
AMERICAS PUMILY COMMUNITY
Agenda Item # 7-C
Date: April 15, 2004
Item: Commercial Design Standards (Draft Ordinance 907)
Initiated by: Planning and Zoning
Financial Impact: N/A Budgeted: N/A
Funding Source: N/A
Action Proposed: Finalize the Commercial Design Standards for the Ordinance
Staff, Planning and Zoning, & Council comments:
Kurt Hibbert reviewed the Commercial Design Standards In Ordinance 907. He reviewed the need to
implement the Ordinance for the Highway Business District, Commercial Business District, and the
Professional Office Overlay Zones. These Design Standard would help maintain the image of
Rexburg. It deals with the design and scale of buildings and the need to have buildings blend into
the Community. The Planning and Zoning Commission has recommended establishing this
Ordinance as soon as possible.
Planning and Zoning discussed the possibility of having a larger structure built with a Conditional Use
Permit. An Ordinance is needed to help enhance the appeal of the Community.
Stephen Zollinger explained that the Design Standards may see some challenges. It is the desire of
Planning and Zoning Commission to pass the Ordinance as soon as possible.
Stephen explained that the Council could do a moratorium for 180 days to allow "due process" for
the review of the Commercial Design Standards Ordinance.
City Council: Marsha Bjornn moved to consider Ordinance 907 as 1 5 t read and approve a
moratorium on buildings in excess of 36,000 square feet for a period of 180 days or until the
passage of Ordinance 907 which would and the moratorium; Shawn Larsen seconded the motion;
Discussion on the requirements to put a moratorium in place for up to one year.
all voted aye, none opposed. The motion carried.
Proposed Motion:
N
g6 CITY OF
REXBUR -G
s�get� AMERICAS FAMILY COMMUNITY
Agenda Item # 7 -D
Date: April 15, 2004
Item: Hwy 20 Corridor adjacent to Rexburg
Initiated by: Planning and Zoning
Financial impact: N/A Budgeted: N/A
Funding Source: N/A
Action Proposed: Develop a beautification zone for the Hwy 20 Corridor
Staff, Planning and Zoning, & Council comments:
Kurt Hibbert reviewed the need for buffering along Hwy 20 to allow regulation of site plans that
boarder Hwy 20. Kurt proposed a design review corridor along Hwy 20 per Planning and Zoning.
Council Member Oakey moved to schedule a work meeting with the Planning and Zoning
Commission to work on the Hwy 20 Corridor issue; Council Member Pugmire seconded the motion;
all voted aye, none opposed. The motion carried.
April 15th at 6:00 p.m. in a Planning and Zoning Meeting. Kurt and Council Member Erickson will
carry it forward to the Planning and Zoning Commission,
Proposed Motion:
Telephone: (208) 523 -6918
G & S Structural Engineers
1600 John Adams Parkway
Suite 200
Idaho Falls, ID 83401
E -mail: gs @dataway.net Fax: (208) 523 -6922
April 13, 2004
#04060
Mr. Tom Sainsbury
Sainsbury Construction
4697 N. Haroldsen Drive
Idaho Falls, Idaho 83401
Re: Womens Student Housing Buildings #2 & #4
Rexburg, Idaho
Dear Mr. Sainsbury,
Per your request, G & S Structural Engineers reviewed and modified the shearwall
requirements for the above referenced project. After review, G & S Structural Engineers determined
that 3x wall studs were not required @ SW3. Also, SW4 was added to the Shearwall Schedule to
accommodate the framing requirements of the interior shearwall located between the kitchen & hall
of each unit. Details A & B were also created to further illustrate the intended edge nailing condition
@ shearwall edges & sheathing panel joints.
If there are any questions or I can be of further assistance, please don't hesitate to call.
Sincerely,
Mardy Weekes
ni Ill T -UP STUD
_UMN FOR HOLDOWN
PPLE STUD FOR
SOW OR DOOR
,DERS
NAILS @ 6" O.G.
,OGERED
4' -0" SHEAR PANEL
SEE SW3 IN
WOOD WALL SCHEDULE
DETAIL
SCALE : 5/4"
2- 2x4 W/ 1/2" PLYWOOD SPAGER
NAIL W/ IOd 6" O.G.
SHEAR WALL PANEL JOINT
SEE SW4 IN WOOD WALL SCHEDULE
DETAIL
SCALE : 5/4"
G 4 5 STRUCTURAL ENGINEERS TITLE: PROJECT No SHEET NO
1600 JOHN ADAM5 PKWY. 5JITE 200 YOUNG WOMENS STUDENT 04060
IDAHO FALLS, ID. 83401, (208)523 -6918 HOUSING, BU I LD I N65 #2 $ #4 PAIE: 4/5/04
I 3
r►uLUUYXN TYPE A HOLDONN TYPE 8 HOLDOWN TYPE G
WOOD WALL SCHEDULE AN (5EE FRAMING PL FOR SHEAR KALL HOLD�Owd5J
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APPROPf?JATE % -TIONS FOR BOTTOM PLATE "LIN6
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(1) USE GONSTRIAGTION 6RADE DOUGLAS FIR.
(2) USE PR 55 ME TREATW WOOD WEN IN CONTACT HITH GONGRETF
(�) U5E A301 STEEL. DO NOT REce55 WT kip WA51ER INTO SILL PLATE. MINIMUM 2 AtJ MOR BOLTS
PER PIECE. L.OGATE AW4'OR BOLTS 10` FROM EAG44 END OF PIECE. CONTRACTOR MAY 115E
MLTI by - 150 tKjEr'T10N ADfE51V1r ANCh'OR i^I/ b' MIN. EMCED. IN LIEU OF ANCHOR BOLTS.
USE THREADED ROD W/ SAFE DIAMETER l SPAGIN6 AS A -+4OR BOLT.
(4) USE A36 5TS3.. DO NOT REC—F -55 INTO SILL PLATE. IF PLATE hM%CpE S ARE NOT RE XARED,
USE STANDARD 3^l/L51ER5.
(51 HAERE TOP PLATE IS GUT OR DISC.ONTINUOUr, STRAP AC,RO55 5REAK WITH SIW50N MST31 STRAP.
(b) SHEATHING TO BE PLYHOOD OR 058. NB2TtGAL OR HORIZONTAL ORIENTAnONJ
(T) NAILS SHALL BE STA6&59 7 AT PANd„ JOINTS AND SILL PLATE EDC
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ALTERNATE STAPLE SCHEDULE
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5 T RU G TURA L DR AA IN 5 NOTE
YGI,YK h0tMEN5 5T)DENT HOUSING - 2LD65. e2 l M4
I. COVE AND 5PEGIFIGATION5
A. Intematbnal Building CaM - 2000 Edition
B. AC' 310-99 Bulldkg Dade Requirements for RelnFOrwd C Sete
G. AITG T4rber Cantrvctbn Mosrol - 4th Editknn
I. V 16 CRITERIA
A. WSW Loads 3 Second dust Wind Speed = 90 MPH
Expxp �e : B
B. 5sh IBC 5" _ : 6"
54 = .19Og
51te Glass D
Seismic Design Category - D
Selamic Use Group = I
G. Live Loads Per IBC Sec. 1607 t 1608 WFOrm (P5F) Concentrated fibs)
I. Roof (Show Load) 35
2. Floor, 40
3. 5tahs, Carridm t Lathy 100 3OO/5taY Tread
4. Slab on 6rade l00
5. Interior Wall Lateral Pre,-. 5
D. Dead Loads
I. Fr g System Dead Loads 15 P5F (P-P)
2. 5p -Ir,4 sod Pardtbn Load 20 PSF (Flown Topping Slm)
Onl�
E. P-19 As'unptiom
1. Sall bearFg pessure assumed to be 2000 PSF For colurme and wall Foal"
as per IBC Tcble IB04.2 based upon a silty sand/ gavel ar:d /or cl�ey
,and/gdvel sou Ay varbtlom enca-nFered, dIM From the sal type ms-ned
,hall be l:- to the ottentlon of C 5 5t, -drat Eagleson' before prow c hg.
Equivalent Fluid pressure - 45 PCF,
F. Allowable Stresses (unless other hated)
1 Concrete" c (20 dolt 3000 P51
2. Concrete Slab' (2B days) 4000 PSI Expmed to Freeze/ thw
3000 P51 Line. posed slobs
3 Reinforcing Steel A5TM A615 6rme 60
4. Wood Framing
5Wd walls C-It uctiorn &raw Douglas Flr
111. 6ENERPL STRUCTURAL NOTES
A. All Footings shall bear on indbturbed soli cr rock. The Famdatbn shall bear
on the same ado Gpe Groucjaut this online eWature. A minln,im d,tanae a 3• -0'
shall be maintahetl from finished Bode to the bottom of all cocrete Footings.
B. Cautlan shall be token hot to undermine adlIaa.ent exhting Footings. See
Alldwmle Trenching and Utlilty Placement detail 251.
G. contractor shall vemFy all dlmemom In the Field, cry v-.tl- From the drarings
shall be fraught to the attentbn of the M,hlt «t. AN proposed Nela ahmc e'
shall hove prlor approval from the Achltect.
D. Adequate shoring aril braclr,y of all sW<turol member' d,rhg <anW tlon shall
be Pavlded,
E. B-MIll odor slabs ornd footings shall be with cgproved material. Place H11 h 8'
maxhxxn lifts with 95% compactk'xf in -acme with ASTM D1557.
IV. CONGREFE
A. Concrete shall be of neatly mix tV aonFOrmxp to ASTM 094. No sp «b1 - p-Lich
Is required t'a dd upon I 5ectbn 1704.4 ar�d aupancy type R -3.
8. Vhm tlna average dal temperaaxe h exp «fed Co bop below 40' F for 3 or
,'slue dais the aarwrete shall <onpk wIN the Gald Vbather Gah 2''t"
Sta card (ACI 306). ' Plaa ro concrete agahis frozen earth.
G. All oorrpresabn ts,t results to be evaluated according to ACI Standard
FZ- -encbd FFatke far Ewluatlon of Compre Ian Test Result, of Field
Garrote (AGI 214),
D. All detainng, FdIs-Idn and plahg of relnforclg bar, shall conform to the
Al I Norval aF 5tcnticrd Practice For Detalllrg Rehforchg Gomrete Structures
(AGI 315).
E. 5plia- of reinforcement at pahb of maximum strms 'hail be -kid wherever
po '.. Minhum overlap For lapped splices doll be 30 bar diameter, .1...
therw- rated.
F. All reinforcement to I e >'PPated h the forma ad aetl with wine a Imtic
bar supports onion to the requI tai of the AGI Manual of SGmdmd
Practice for Detoo" Raworced Carnet, Swcturos (AGI 315). Reinforcement
h footings shall be spportad on mt corrrete black Fdrmlg
to " ete F2einFa " Stool I Molual of Standard 'lice (1992 Mon,,.
6. All cantMaus reinforcement shall ti rhi a with 90' return or Vook or ,,parole
corner bdr.
H. All v «tlwl reinforcement h plea and walls shall bs doweled from the footing
below with reba df the sane size and spacing w req heal moue.
I. Corns ,-tiara faints In Idrge areas of slab an gracb shall be placed h long stria
admtructbn oshlon h wk ft rat to exceed 20 Peet. control fable at 20 Fee
-.I- stall be tooled ad/or saw cut trarsveme to the length. See CorKrete
SIm on Erode Details - Sheet 51.
1 All carvtr xtlon joints shall be 1-td - as rot to "-w the strength of the
,WCture. Lhlasa rated an Fine dra+hga, all - Warwmeht shall be cOntI-
through the joint, Each -I joint shall bis keyed.
r- MINI- concrete cover For rehforclg ba, shall be m sp «IFbd - Building
Code Requirements for RelnFOrced Concrete (ACI 318).
L. No alvn products shall be m budded in the omorete.
M. Uhle,s otherrbe rated, rehF -- all -.1,s walls m Fallow,:
WALL SIZE HORIZONTAL REINFORCEMENT VE3RTIGAL REINFORCEMENT
B' -4 a 12' 04. W a 115' O.G.
IO• -5 • IS' O.G. or K O 10' OC. M • 16` OC.
Place steel h center of wall ad da+sl to Footk below with same dowel size
and spacing wvertical - Warcement. All dowab shall have at least 30
dlamtem ertibedment. Provide comer
- at at all Intersecting Garners. Use
sane size bar and spacing as horizontal -11 rehforcerrMnk.
N. All vertical oaha,, a surfaces belay fhlshed grade, where ih contact with earth,
shall be protected with m asphaltic '-face coating.
V. REINFORCM6 STEEL
A. Welding - tack welding of reinforcing bars to other bars or plot,', orgies, etc.
I, Pohbl[ed except Aare speclflaoIN approved by the Archlt«t.
B. RehFOr, -t shall be acarately placed ad kj secure' in pos=t='.
Lacatlan of relnfo�Gerneht shall be m indicated on drawing,. The Following
protecten Far renforcement shall be provided
Minhum cover:
Gast agalmt and pemxnently exposed m earth_-- .- ......3'
to each or weather - rh5 a d - ilex--_ 1 1 /2'
NO axpwad to earth or weather - Slab-, WWl, _.-__3/4•
VI. ARCHITECTURAL VENEER ATTACHMENTS
A. General
1. Pradxts Ilsted below a. from DUR -0 -WAL I- Seismic Prod+cts. For
additlondl inFamatbn m the,, product, all 1 -1500- 323-0090. Other
eeQQ Ivalent cam «Clan hardware may ab u'ed :upon approval of the Architect.
S.Af mlt d-1, Worinatbn.
2. All wall mchor, shall be wma-on - .lstont.
3. 9 gap pencll rod joint relrlFOrc - must be Gantluous with butt splices
permitted between oahors. Splices mat be staggered.
4. Spot bedding of all ties shall tie of cement mortar.
B. Veneer to Woad "alb
Attach D/A 2135 to wood stud wall, a 16' oc. horizontal and vertical Mth 2-
No. 10 -I6 x 2 1 /2' coated steel D/A 501A screws. Attach 9 gauge p-II rod
ore into se1-1 clip'.
W. PRE- EN51NEERED W00D TRUSSES
A. Trusses to ois de,lgned b`4 the _F.' 5.. orchltectural drawings For roof
'lopes and/or truss conFlguratloro. Review sWaturol d,_hgs For Intended Gus'
placement and support «'Gans,
B. Ti. pre-engineered roof b , shall be designed to pport the honouring
loads h addition to the dead load of the i as appikmle
1. 35 psF raF snow load plus drlFthg as hdlcoted an pions
2. B poi dead load bottom chord
3. B psi dead load top chord
4. 20 psf wend load
5. 5.1 load as hdlcot al - pins
G. The shop drawings and design wlculatbm shall be praolu -6 by, or u aer the
supervision o /are9 intoned prof, »laal SW<Wral Engineer. The shop drawing
,Ibnittal to the Gdnb'alOr' shall Include the Following,
I. Thus placement plan
2. Truss design drawing for e-h truss
3. C.annectbn regmre isrta for Was to Ws, glider, was ply to ply, and Field
splices. Such comxtk'ne sYnall be dealgied Fy Was naruFacturer and
ad auteiltted with sMp drawings. contractor shalt provide such --do,
cqt wementa as sp «I led h shop subnittals.
4. Contr for "hall provde all permanent bracing requrements For the "r"" he Wding the trusses as IndlGOted In swctural drawing' and snap drawings.
The lateral b " shall be rn I Bred to solid end walls a' permanent
tllagonal tracing.
D. Contractor sholi provide bl-kYq at all W ppor
s, support I.-t- and V-notoh
bi-kkg as required at all vent T -at, -. See typlwl vent blo, lrg detail 551.
E. No tn»s shall - modlfl. without the Was m P,aturer's approval.
W. TIMBER
A All wood ad thnber comWCtkxn which h o port of fhb pprrof«t shall complyy Ith
the Tht- C-ro tlon 5tmdcrds of the American Imtltute of Timber ComGuctioh
m
Mual (AITG 4th Edition). Other merber's nith Nalent size -d strength can
be shatlWted ohm IF data h provided to ,West r la e caps lW of new p od t.
All wood Framing ember' shall have a moisture contaM lean then 19% unless
otherwlx rested
B. Notahhg of wry structual mentxr other thin that shown on the drawings h
prdhblt dt unlese othersrhe approved h wrlt" In the AchNt «L See 5«tbn
351 For Allowable Pe tra ors In Light Frcmed Lunber.
G. There shall be at least two rolls at each contest polnt, with Bd thru I' material,
Ibd thru 2` material, and 40-60d thnr 3' material.
D. Warever possble nalb should be drNsn perp -d-lcr to the gram Imtead of
toe orbs.
E. All wood material. wItnh 6' of Boll shall be pr- -. treated Hood or wootl of
natural re,istance to d «cy Wien wood joist' are lawted closer than W or
woad beam ace lawted closer Ilion 12' to exposed soli, the wood Frg shall
be pressure treated wood or wood of nahrol resistance to decoy. amin
F. there wood tends to split, holes for nails shall be bored a diameter smaller than
that. of the nail..
6. Roof ad Floor plywood Face gain must be peril allcular to Its epporb.
H. Ail wood stud, 'hail be oontinuan from Floor to Floor or floor to roof dlopl, a.q .
I. Floor, roof, orW wall dophraq, sheer "rails or other approved sheathing
-tor, shall be dr- so flat they load or Crown b flush with dne -f-. of
the sheathing.
J. Cantroctor shall pr-ld. Gert0oatlan that the PreFdtriwted Wood 5 «tion
mauFatur ha, reviewed thee, drawing' and that all the mauFactuerb
r «omrnerdatla, are being followed. Nailing of Wood Section, shall be as
r «ommeraed bj morufaturer.
K. All wood carnectlon hdrdwcre ,hown an plow ore based upon 5"-- strong Tle
products. Eq-va lent hardwme ma be used 'Poll approval of the Achlt,at. All
hag, a to match the width ad Fin of frcming 'k with t ,lope
aW skew where oppibmle. Flil all nail hales -1.- otherwlae holed.
NAILING SCHEDULE
All roll, in this schedule I," be sinker, b reuma
ox, - ptia driven -11. unless
otherwl'O speciFled. Hy lls a ed to weather air moisture shall be
'[alai,'' steel air 'alvmlzed. Othx hall, with proper r l,,d spa"
mcy be l se
ud with -I ten approval of the Ach -ect. For Altemote 5tcple
5rhedu
e see Sheet 51.
DETAILS FA5TENIN6
PreFod I joist t blaki g See mouFat en's naliirg
requhement
Joists 3- Ed toenail a each bearo
2- ad __ rg
hall from Shan to J ht
Blocking between Johb 5- Ed toer:all to stppoi t plate or
joist
Bohan (,ole) plate to joint a blocking 2- Ibd eac
0 h joist
Ibe s 6' OC. is rill joist
Stud, to bottom (sole) plate 2- Ibd endall or
4- Ed! toenail
Blakhg between studs 2- Bd toenail each end or
2- Ibtl andall earl. end
DoWle Top Plate,
Lower plate to top dF stud 2- Ibtl
L}�per plate to Iowerplate - staggered Ibd s Ib• O.G.
I,�per plate to lower plate o< intersecLlon 5- Ibd
Lpper plate to lower plate at spew point ibd 5 4" O.G. staggered
Mlnlmlm Icp, 4' -0• stag9 ed splice')
See Lop S.pllw Detail 151
Beveled Tap Plates Ibd is 4' OC. 'tagia red
Bulltwp Corner Studs Ibd a 16' O.G. staggered
Built-up Beam l Lintels
10• or less h depth
2 rows Ibd s 16' OC.
12' or more In depth
5/5 bolts O 24' OC.
d/6
staggered
DoWle Joists
Ibd s Ib" OC. staggered
2• Planks
2- Ibd •each I, or
1 3/4
2- -5x3' wood 'craws a each
7/8
beahg
19/32' APA Rated 40/20 Roof rlaathing
Bar -nday nullFFqq
lib blacking required unless shown
0.128'm x .1 i nails s b' O.G.
an Franlg plan. ee dp
Slcdl Dldpiragm
II -
Nalling Detoli 451.
0.I 5 x S 1/2' nabs a b' O.G.
3 518
Intermedlote -Ilhg -
1 7/5
0.125'm x 2 1/2" hall. a 12' OC,
23/32' APA Rated Floor Sheathing
Use od Dove pkjwood panels air
FSolmdtry nollFn� -
o.128'm z 2 Irz nails • b' O.G.
blak a sides 7 pmel See 4pKal
nulltxF-
Dlcpfroyn lg Nall Detail 45 1.
0.125"5
0 128 I halls a b' O.G.
HDO15
t nal
Intermedi ate nailing -
7/5 "0
0.128'm x 2 Irz' nails • 12' OC.
4' -0" MIN. LAP
20- 5D5i /4x3
FLOOR OR ROOF LI 16d NAILS a 4' O.G.
STA66ERED
16" O.G.
JD1sr 'PAGE %
a OC
7' EMBED
YES
PANEL JT.
151
5GREW5
DOUBLE TOP PLATE ;
CHORD MEMBER -'
HD2
LAP SPLICE OF DBL.
TOP PLATE@
5/8'0
51
-SEE NOTES FOR 9" MIN.
R5NF. AROUND
OPENING }-
FOOTING
i NO PIPE - MIN.
. THRll F76.
I -
GONG. FILL TO
BE IN PLACE
BEFORE FTC..
IS POURED
2
FILL TO BE IF AMC) PIPE OR DUCT INTERFERES
SAME WIDTH WITH FOOTING PIPE OR
AS FT6. DUST CANNOT BE DROPPED,
CONTACT ENGINEER.
PERPENDICULAR TO FOUNDATION
I'-6' MIN.
BACK
FILL -
TRENCH
SDI PIPE OR /
DUCT -
NO EXCAVATION b
BELOW THI5 LINE
PARALLEL TO FOUNDATION
ALLOWABLE TRENGHING (2_�
S UTILITY PLACEMENT DETAIL 51
DBL. TOP PLATE
O
d/3 MAX
5/8 MIN. 1
al
I
O
T p
�Q
'- 2- SIMPS014 GS Ib
WOOD 5TUD_ / STEEL STRAPS (MIN) - -
NOT HIN5 OF DOUBLE TOP PLA " --
SIZE SCHEDULE
MEMBER
d/d
d/4
d/6
2.4
11 /B
7/8
5/8
2x6
1 3/4
1 3/8
7/8
2x8
2 3/5
1 3/4
1 1/8
2xIO
3
2 1/4
1 i/2
2x12
3 518
23/4
1 7/5
d/4 _
N0711HIN6 4 HOLE
BORING OF EM
OR BEARING WALL
ALLOWABLE PENETRATION IN r3�
LIGHT FRAMED 2xLUMBER 51
DIAPHRAGM BOUNDARY
NAILING O SHEAR WALL
OR EUILDING
SHEATHING PANELS
HOLDOWN TYPE A HOLDOWN TYPE B HOLDOWN TYPE G
(SEE FRAHIN6 PLAN FOR SHEAR WALL HOLOOWN5)
WOOD WALL SCHEDULE ( Sr E APPROPRIATE 5EGTION5 FOR BOTTOM PLATE NAILING
OR BOLTING)
HOLDOV'4N SCHEDULE
WALL
SILL PLATE
MODEL
225/lb PLATE
ANCHOR
MINI HUM
MINIMUM
NAILING
MARK
5ND5
MARK
)
HOLDOWN
EOLT
EMBEDMENT
COLUMN!
FASTENERS
REMARKS
(1)
TE
!2)
NUMBER
(4)
( DIAMETER
IN CONCRETE
51 ZE
I TO COLUMN
5
2x6 0
MCI
HDO15
A
7/5 "0
I' -4'
2- 2x
20- 5D5i /4x3
16" O.G.
2.
a OC
7' EMBED
YES
PANEL JT.
151
5GREW5
o 6' O.G.
o 12" O.G.
HD2
HTTIb
A (51M)
5/8'0
1' -0'
2- 2x
18- 16d
ONE SIDE
a a' O.G.
a 12" O.G.
NAILS
H03
STHDB
B
-
8-
el"
2_ 2x
24-161
NA
HD4
GM5TGI6
G
-
_
2- 2x
58 -Ibd
NAIL5 (TOTAL)
NOS
6518
1- 2.
18- IOd
NAILS (TOTAL)
H06
I 1522R
G
-
_
1- 2-
12- 10d
NAIL5 (TOTAL)
WOOD COLUMN --
SIMPSON
WOOD COLUMN -�.
I
HOOD COLUMN -
STRAP
SEE 5 -
WOOD SGREY!`.i
SIHPSON
NAILS -_„_
BOTTOM PLATE
SIMPSON
SEE SCHEDULE -
HOLDOWN ANCHOR
NAILS
i
u
SEE SCHEDULE
\-
`Q
PRESSURE TREATED
PRE5 TREA -6-
RM JOIST
( OR FLOOR PACK -'
SILL PLATE -
\
SILL PLATE -
V
Y F
DBL. TOP PLATE -
i
�
ANCHOR BOLT -�
HOLDOWN TYPE A HOLDOWN TYPE B HOLDOWN TYPE G
(SEE FRAHIN6 PLAN FOR SHEAR WALL HOLOOWN5)
WOOD WALL SCHEDULE ( Sr E APPROPRIATE 5EGTION5 FOR BOTTOM PLATE NAILING
OR BOLTING)
WALL
SILL PLATE
ANCHOR
225/lb PLATE
WALL
TOP PLATE
IS/32' 6
NAILING
MARK
5ND5
�A OM
BOLTS
WASHERS
BLOCKING
DETAIL
( APA RATE
(0.128 x 21/2 MIN)
(1)
TE
!2)
(3)
(4)
(5)
SHEATHING
EDGES JNTERMED.
5
2x6 0
5/8' 0
5/5"
2x6 0
16" O.G.
2.
a OC
7' EMBED
YES
PANEL JT.
151
ONE SIDE
o 6' O.G.
o 12" O.G.
SW
2x6 0
2x
5 /8' 0
a 5/5" O.G.
YES
2x6 0
1/51
ONE SIDE
a a' O.G.
a 12" O.G.
W O.G. 7 EMBED PANEL JT.
t7) 5 /15' 0 2x6 0
`-'W 2x6 0 2x 0 2' -0' OC YES 1/51 ONE SIDE o 3' O.G. 0 12" O.G.
Ib` O.G. 7• EMBED PANEL JT.
O s/B 0
4 2x4 ° 2x a 2' -0' O.G YES 2x4 0 1/51 ONE SIDE a 3' O.G. 0 12" O.G.
16' O.G. T EMBED PANEL J7.
(1) USE CONSTRUCTION GRADE DO16 LA5 FIR.
(2) USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE.
(3) USE A301 STEEL. DO NOT RECESS NUT AND WASHER INTO SILL PLATE. MINIMUM 2 ANGHOR BOLTS
PER PIECE. LOCATE ANCHOR BOLTS 10" FROM EACH END OF PIECE. CONTRACTOR MAY USE
HILTI HYA50 INJECTION ADHESIVE ANCHOR W/ 6' MIN. EMBED. IN LIEU OF ANCHOR BOLTS.
USE THREADED ROD W/ SAME DIAMETER t SPACING AS ANCHOR BOLT.
(4) USE A36 STEEL. DO NOT RECESS INTO SILL PLATE. IF PLATE WASHER5 ARE NOT REQUIRED,
USE STANDARD WASHERS.
f5) WHERE TOP PLATE 15 OUT OR DISCONTINUOUS, STRAP ACROSS BREAK WITH SIMPSON H5T37 STRAP.
(b) SHEATHING TO BE PLYWOOD OR 05B. (VERTICAL OR HORIZONTAL ORIENTATION)
C7) NAIL5 SHALL BE STAGGERED AT PANEL JOINTS AND SILL PLATE ED6E5.
NO BLOCKING / ROOF SHEATHING -
i'
e PANEL JOINT �"� j '
EDGE NAILIN6 R VENT BLOGKIN6-
O SUPPOTED_ /
PANEL EDGE
INTERMEDIATE NAILING
e SUPPORTS .j p
rvI
WOOD JOISTS p
F
UNBLOCKED DIAPHRAGM
TYPICAL HORIZONTAL SECTION
DIAPHRAGM NAILING 51 51-ALE,3 /4 ". 1' -0'
CONCRETE SLAB SCHEDULE I F
MARK THIGKNE55 REINFORCEMENT REMARKS
L �SLAB (Th) TMj 1 LONGITUDINAL TRANSVERSE
051 11 4' 1 1 j -4 0 24' O.G. -4 0 24' O.G. SL(56E5TED REINFORCEMENT
\- COMPACTED 6RANJLAR FILL
UNDISTURBED OR . ..... __...... __._
BREAKER PRIOR TO
COMPAGTm SOIL SECOND POUR
TYPICA N INT =_0 TYPICAL CONSTRUCTION JOINT =J)
C ONCRETE SLAB ON GRADE DETAIL
DBL. BOUNDARY NAILING
EA. SIDE OF OPENING
BOUNDARY NAILING
FRAMING MEMBER
\ -VENT SPACE
DBL.. TOP PLATE
ALTERNATE STAPLE SCHEDULE
FOR APA RATED SHEATHING
176E NAIL SPA"ING
AS SPECIFIED IN
THE WOOD WALL 1 14 6AUISE 15 GAUGE Ib GAUGE
i
PIER SCHEDULE Z
2'i V Q O c 2'i
T
C/� W L 3
Q
C m
J@
s8� m�
v�- O�O��I
4 ^
8 = ¢ L
2'n � v]
Z #
LIJ c od
M
cn C6
Z C'3
Wp
O
Zz
OU ( L
N �
O 7 O
V O (n j
W �
X .
OR DIAPHRAGM
SCHEDULES
a
0 6' O.G. 0 6' OG. 0 5' O.G. 0 4' O.G. -
0 4' O.G. , O 4" O.G. O 3 1/2' O.G. O 2 I /2' O.G.
e 3' O.G. a 3" O.G. 0 2' O.G. e I I/2" O.G.
N
e 2" O.G. O 2' O.G. 0 11/2 O.G. O I' O.G. Z
N
NOTE: ff
I. ALL STARES TO HAVE 7/16' MIN. GROWN WIDTH.
2. ALL STAPLE SPACM6 AT INTERMEDIATE PANEL
SUPPORTS ISO 12" O.G.
3. MINIMUM PENETRATION FOR ALL STARE 6AU6E5 15 1 1/2 ".
SIZE REINFORCEMENT
MARK MATERIAL TYPE REMARKS
(W x L)
VERTICAL I TIES
GPI 22' x 12" CONCRETE A 4 -4 It3 O 10'
r ANCHOR BOLTS OR CAST IN
STEEL PLATE A SEE PLAN 4
in SECTION FOR CONNECTION O TOP.
HORIZONTAL WALL REINF.
CONTINUOUS THRU PIER IN
X91 1/2" CLR, WHERE APPLICABLE.
REINF.
FOOTIN6
O
32' 3 N
CJm U
Z I2=
J ¢ N LEI
:Y IUD Q
• p o '.o 0
p
) SHS 1 TYPE A
TOOLED JOINT OR
1 1/4' MAX. SAW GUT
U
WITHIN 24 H01115
Z
AFTER POOR
'r
�REINFORGEMENT
(SEE 51-HED)
\- COMPACTED 6RANJLAR FILL
UNDISTURBED OR . ..... __...... __._
BREAKER PRIOR TO
COMPAGTm SOIL SECOND POUR
TYPICA N INT =_0 TYPICAL CONSTRUCTION JOINT =J)
C ONCRETE SLAB ON GRADE DETAIL
DBL. BOUNDARY NAILING
EA. SIDE OF OPENING
BOUNDARY NAILING
FRAMING MEMBER
\ -VENT SPACE
DBL.. TOP PLATE
ALTERNATE STAPLE SCHEDULE
FOR APA RATED SHEATHING
176E NAIL SPA"ING
AS SPECIFIED IN
THE WOOD WALL 1 14 6AUISE 15 GAUGE Ib GAUGE
i
PIER SCHEDULE Z
2'i V Q O c 2'i
T
C/� W L 3
Q
C m
J@
s8� m�
v�- O�O��I
4 ^
8 = ¢ L
2'n � v]
Z #
LIJ c od
M
cn C6
Z C'3
Wp
O
Zz
OU ( L
N �
O 7 O
V O (n j
W �
X .
OR DIAPHRAGM
SCHEDULES
a
0 6' O.G. 0 6' OG. 0 5' O.G. 0 4' O.G. -
0 4' O.G. , O 4" O.G. O 3 1/2' O.G. O 2 I /2' O.G.
e 3' O.G. a 3" O.G. 0 2' O.G. e I I/2" O.G.
N
e 2" O.G. O 2' O.G. 0 11/2 O.G. O I' O.G. Z
N
NOTE: ff
I. ALL STARES TO HAVE 7/16' MIN. GROWN WIDTH.
2. ALL STAPLE SPACM6 AT INTERMEDIATE PANEL
SUPPORTS ISO 12" O.G.
3. MINIMUM PENETRATION FOR ALL STARE 6AU6E5 15 1 1/2 ".
SIZE REINFORCEMENT
MARK MATERIAL TYPE REMARKS
(W x L)
VERTICAL I TIES
GPI 22' x 12" CONCRETE A 4 -4 It3 O 10'
r ANCHOR BOLTS OR CAST IN
STEEL PLATE A SEE PLAN 4
in SECTION FOR CONNECTION O TOP.
HORIZONTAL WALL REINF.
CONTINUOUS THRU PIER IN
X91 1/2" CLR, WHERE APPLICABLE.
REINF.
FOOTIN6
O
32' 3 N
CJm U
Z I2=
J ¢ N LEI
:Y IUD Q
• p o '.o 0
p
) SHS 1 TYPE A
:I I N
65' -0"
4'- 5 1/2 " 4' -
ry
ti 4 Z — 4- 1
17' - 2 1/2 I6l-9 1/2
8' -3 1/2 4' - 1/2 3 5' -4 3/4 4' -6 3/4
4-0x4-0 L--,, ti
� � 4 -0x4 -ID � ..� � �-:' 4 -0x4 -0
v
oil if
11 1 ( -
Illir— 3 1/2 11 -0 3 1/2 _ 31/2 8 1/2
3 1/2" 3 1/2" 1/2 3 1/2" 1/2 3 1/2"
4'-5 74 3 3 4 1
J
4'
HYI 1/2"
L L 4 i/2 "__ _47 4 2W
+ I/in
3 1/2 7 2
Cf) A.,
3 5 5
3
REF _ _
to
r 1 =4
DR I = 13
CIA
oo
c Qc)
4 0 06 i I C14
00
00 +
1 1 -1 1/2 11
/2
3 8 1/2
0
+ 116Z
f J
4 1 O il +
o il .0 if.
19
+ _ 1
IT- 3 1/2 4-15
�3 1/2
41
1/2
co 31/2
1411 a l
IlL
\JQ ti
1 - 4-OX4-o &4-o
3-
X10 N
ry 1A]
4-
MM. 0X4-0 4-
9
3 vi
1 - loll
1/4 1 4'm2 1/4" 5 4'-2 1/4 31 5' -4 3/4 4' -6 3/4
34 1 -5 11 16lmc3 1/211