HomeMy WebLinkAboutBLUE HERON PL., 6041
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,,;~REMERTON PERr-1IT CENTER
':286 4th Stn5!'ets Sremertons. WA 98337
, Phone: (360) 478..,.5275 FAX~ d360) 478:-5278
BUILDING PERMIT .' ,
Job ?lddr: $041.BLUf HERON PL Permi t No: 00."00'18
Locati611~ DOCKSIDE, LT 116 Status: ISSUED
Parcel No: 50nOOO-116-.0009 Applied: 03/08/2000
. Issued :03/H,/2000
Applicant: SMITH," GORDON & C~':jROLE 415-0711 Expires: 09/12/2000
6041 BLUE HERON PL BREHERTON WA 98312
Ownei: SI1ITH ; GORDON & CAROLE 415.-0711
6041 BLUE HERON PL BREMERJON WA 98312
Contractor: SELf Lie ,: SELF Exp:
Subcontr:
OE~SC: NE~J SHOP/PORCH AOON TO RES (ATTACHED BY BREEZEWAY)
;l(~( )!::*j~)I,()I( iIOI:** )j(*)f( *)1(* ** #,)I()j( **)1:; * * ** * * ::<<l!<* **::1( *)1( * **::+: *:>K::\()I( *)f()!()j( **'fi<<**)I()I( >I:)j()I()!( *;j()I:)I()I( *)j( *)j( *;j( ** li: *)1: )I()I()I()!: *:1::*:of( *)fi:>l< %)\( *
Valuation * Permit Fees: 139.25 Total Calculated Fee: 234.26
6.680.88 * Plan Check Fees: 90.51 Additional fees: .00
* Other Fees: 4.50 Total Permit Fee: 234.26
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This fj~rmH shall b~cr.:Jme null <,md vcdd if thetiuildins or work authoYized by this pennit is not C(.lmmenced within
l$Od;!((Ys fYOlll the dab? ofslJ.ch pennit:. Qt' if this tJUilding or~~oyk authorized by such perh'li t is suspended oy
abandonoo at anytime aft:ey the work i,,\ commenced fo'( III p~ri00 of 180 days"
. NOTICE .- It 1$ t.he 'responsibility ()ft.he pamilit: holde'r, not. the city of Bn?ll'IBr'te<n or Building Official to s,*,
to :it H~t n~quit'ed ;lnspectiol1s ~re fIl>.:lde. The peYllJH holderl11Ust !loti fy the E\uildil19 Offi.cialwhen ready foy
in$pci!cti6hs_ Failure of the pl:tnoH holdeI' to roUf>' the Building On'icial of Y0qJJired iropecticr!i$ ma>' result
in the. stoppage of th,~ work until such timtl' that t.he permit i'lolder c,s.n $ubrrbanl:iate to the buildirw! official
that the concealed work meets o'r eXce(~ds code yequi'rements. Any demolition, besting, Q'( financial bu'(d6'l1 shall
be boyne di y'ectly by the permit hold&(. Failu're to $ubsb.ntiate code r~qui yement.s IMill il^ltie.Ylni:r>'the City
ag"d\1st anY' and s.U n~sPQfl$ibiLlty ol'liability connected with the COrlst;YUctlOn"
1: heY@by cel'tify that I have yead and examined this p#rmit and know the 9:i\me to be hue and COY1"&ct. All
[)YoVisibns of lav.ls and o'(dinances 9oveynin3 this t>'Pe of' work will bllS complied wi..t.h ''''r~ther $pe'~ifi.ed IVifndn
01' nr;rc. Th\~ gnantin..; of ap,,;ymit c!cll~$ not pr&sumeto give authorib' to violate or canc~l the pyovisions of
*,ny t;;rther st...t~.;rh)Ca} law y&gulating c stnJ.ction 01" the p<s:yfOymarfi.;;e of constyucticm.
./ 9jgnar..uy.~,~~"_LZ~ ., ,____~ Date:__.:2 -,.!...(e_--:.~_t?~_~_.__.~
Ic"wtif:".,J.batl am exsfnpt h'omth~ n,.qui Y&ffients (yf the stiil.te contrJlctc,y'syegistys.tibn
Section ~~Ch$,pt:eY 126. la.';$ 01'1%7. /1 . . . , '. ....
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j Permit Center,.'w.Approved By" __.".!.."::~,,~~.,_.~,,.._; Date:
,7',"'-',""-:;-.,;0-- ;,-.--... --'-", -, "..~r'_'__"~,,,__ ""'Y'~'~"'''-''',~'''''.-''~:;''~''''~''''''~''"''-_'N" "'~',^'''_--< ., - ,.,-~,,,'~'-._"_:, __;,__,~_~,"-'_" ''''..' -~71'~1iW<!iJ7'j";i'~~i-Y";f'-/-q - u' --';'1';f:;~_;'j"'h':-r-'"T'!-'i~:'U;l':T':.-t''' " ,
BREMERTON PERMIT CENTER
286 4th street" Bremer-ton" WA 983:",:~7
I'~ Phone: (360) 478-5275 FAX:: (360) 478-5278
I Building Permit No: 00--0098
\',
r Job Addre.,$s:, 6041 BLUEHERONjPL Status: ISSUED
Location: DOCKSIDE. LT116 Issued: 03/16/2000
I Assr (:)cct No: 5092000--116'-0009 Expires: 09/12/2000
I REQUlf~ED 1 N S PEe T ION S
I Item: 01100 FOUNDATION-FOOTINGS Dept: 8LDG Division:
I Item: 01200 FC'f~JNCjA:rJ:9N'-WALLS Dept: BLDG Division:
I Item': 01700 -r--R'Al'flNtT"" Dept :. 8LDG Division:
Item: o 27cC;YO 'Fcl~'A1::'C'-'~f:1LE>G D€'Jpt: BLDG Division:
I ..- '" ....----'-.. ~.~.,~.-.
I ** *** *** ***** ** ** *** * **** * * ** * ** ** ** ** *** * *** **** ::1',* * ** * * *' ** *'** ** *' * **** * ** ** * * ****
TESTING: Must be recognized by the Washi~gton Association of Building Officials
SPECINSP~ Must be registered with the State of WA
ST OFI,JA: State of WA Dept. of Labor and Industries 47H'''4921
HEALTH~ BH"Jrne'rton/Ki teap Heal th Dist r ic~ .478'"'5235
ALL T:NSPECTIONS PEPFORMED BY THE CITY OF B~EMERTOI'\f' MUST BE SCHtPULED;THROUGH' iHE\
PER~t:n CENTER. (3;t) .478-5275.' ' . ,
I ** ** ** ** * ***** **'* '* * ******** *** ** * ** ** *** **** ** * ** *' * *** * ******* * ***il<* * *** * * * *****
permit~~>~ ti~ .j
Signattlre'___~.. - t-:- ...:- _____ _- __ Pelt"!:
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,. BREf1ERTON PERMIT CENTER
PERMIT CONDITIONS
PermIt No~ OO"~O098 1
..
Jnb Address: 6041 BLUE HERON PL Applied:03/0e/2000
Ass!" ?\cct No: S092000'~116".OO09 Approved: 03/16/2000
Location DOCKSlDE. LT It6 Issued: O<V16/2000
{.;)ppl ica'nt: SMITH. GORDON & CAROLE
Ol,ljner : SMITH, GORDON & CAROLE
I Contractor" SELF
Des;~c," lption:
I NEI;J'SHOP/PORCH ('rODN TO F?ES (ATTACHED BY BREEZEtJUW)
r Conditioms:
1" BUILDING'''^'-APPRO\/ED 1,J/ REVISIONS DENOTED ON PL(4NS"
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RECEIPT
****************************************************************
RECEIPT Number: 00000205 Amount: 143.75 03/16/00 11:33
Payment Method: VISA Notation: SMITH, GORDON Init: PSH
----------------------------------------------------------------
Permit No: 00-0098 Type: BLDGONLY BLDG PERMIT-NO ME CHI
Parcel No: 5092000-116-0009
Site Address: 6041 BLUE HERON PL
Location: DOCKSIDE, LT 116
Total Fees: 234.26
This Payment 143.75 Total ALL Pmts: 234.26
Balance: .00
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Account Code Description Amount
16-322.1001 (2211) BUILDING PERMIT FEES 139.25
643-237.13 (0236) STATE OF WA SURCHARGE 4.50
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. Fi:ECE:IPT
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'[ 1 fHHOU nl: 90.51 (}:3/()8/00 'lS ~ 20
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.Ci~~erii~6ri;w~f~~1i98~1.6(.ii~k1~t~~4!.~~=278
APPLICANT: ~WNER 0 CONTRAcrOR 0 OTHEIC 00- 0 O"i 8
SITE ADDRESS: 6oL// I3L~./E IIE'/eo/./ I'L. TAXACC~UNTNO. 509J,-(J<:JO,-IIt, -000'1
OWNER: 6tJRDDV OJ- t!A~t:'LE' Sm rtJf ADDRESS: /;t)/.)/ 5LilB /-k~/{~A.1 P L
CONTRACfOR: Sl4mG, ADDRESS: S;:?/J?t:r
CONTRACfORLICENSE# EXPIRATION DATE:
CONTACf PERSON: 6oROtJ/,j r 1m 1/11 CONTACf PHONE # 3t?tJ -1-/ I~ - c:'J7//
o SFR 0 DUPLEX 0 MULTI-FAMILY 0 BUSINESS D OTHER:-F~\Vl1e ~:
o SIGN D DEMO D MOVE BLDG. 0 MOBILE 0 GRADING(Yds}~ MAR 0 8 bJLid ~:
o NEW D REPAIR D REMODEL ~ ADDITION 0 OTHER: BREMERTON
BUILDING DEPARTMENT
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NATURE OF WORK PROPOSED: 81.1 il-lJ ;q l'l x. '2.2 J::~,)CJ I S'1-It:J fJ ;:)1;)01;1 o A.! -(b
1? 13$1 DEY/l) Gi5 LV I r~.4 ~C'Mc;~e liE rj.Ot.' /{ Pit) 0 s- X 12. ;::'0'0"-
er.Jve'lZe-!:J PCPF(Ci-I- 4/rI47<:!1-IE"-D c-r'o H~USf:::: Ar' :ROe'Jp;"r
SQUARE FOOTAGE: Dwelling: ~/p If Garage: Decks:
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.. ............VALUATlON....:::.\)Pl.AN1lEVlE.\VFE.E:::\:::::l~:EllMIT:FEB:\\i\:.::::)SURCHARGES:: .::(::. f::<:.TOTAL.FE.E.S
~Jt,oO?'8 $t:1 ()?~_$\~t\~5.. . ....~~~ ~~5O;: $.
Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation, and plans and other data submitted for review may thereafter be returned to the applicant or
destroyed by the building official. The building official may extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the
applicant have prevented action from being taken. No application shall be extended more than once. In order to
renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.
APPLICANT'S SIGNATURE~ I~ DATE: 3 -~ - :2t>&'C
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~[ E g'j\-L DE.S_CRLPTION NMAR 0 8 2000
BREMERTON
. . BUILDING DEPARiMENT
the following described real estate, situated in the County of Kitsap , State of Washington:
LOT(S) 116, POCKSIDE ON KITSAP LAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME
25 OF PLATS, PAGE(S) 137 THROUGH 142, INCLUSIVE, RECORDS OF KITSAP COUNTY, EL ""/
WASHINGTON.
Tax #5092-000-116-0009
SPECIAL EXCEPTIONS ARE ATTACHED HERETO MARKED 'EXHIBIT A' AND BY THIS,
REFERENCE MADE A PART HEREOF.
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VICINITY
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PERMIT CENTER
286 Fourth Street, Bremerton W A 98337
Phone: (360)478-5275 Fax: (360)478-5278
RESIDENTIAL PLAN REVIEW CHECKLIST
O~JJ./" 6or~ CONTRACTOR: OGCJ1t1/\
,
SITE ADDRESS~ &w -hlQA ~ te PERMIT # a 0 -- 0 0 q R
PLANS ExAMINER: SE- DATE: 6- 8-00
The numbered items on the following pages are associated with the above referenced
codes, as adopted by the City of Bremerton. This checklist is submitted as
information only, and shall not be construed as an all-inclusive list of code
requirements.
Office hours are from 8:00 a.m. to 5:00 p.m. Monday through Friday. Inspections
can be scheduled by calling 478-5275 before 9:00 a.m. one business day in advance.
You mustknow your permit number when requesting an inspection.
,
FLOOR PLAN
L ROOM IDENTIFICATION: USC Section 106.3,1 6, Glazing in any opening adjacent to a doer within
Each room and the intended use must be clearly defined 2~" where the bottom is less than 60" above the
on rhe plans by the applicant for plan review purposes. walking surface.
7, Glazing that meets all of rhe following
2, EGRESS WINDOWS: USC Section 3 lOA. All conditions:
sleeping rooms and basements are required to have A. Exposed area of an individual pane >l)
egress windows. The window shall have a minimum net square feet.
clear openable area of 5,7 square feet. The minimum net B. Exposed bottom edge < 18" above the
clear openable height dimension shall be 24", The floor.
minimum net clear openable width dimension shall be C. Exposed top edge >36" above the floor.
20". The window shall have a finished sill height not D, I or more walking surfaces within 36"
more than ~4" above the floor. Window wells shall be horizontally of the plane of the glazing.
provided when egress windows have a finished sill height 8. Glazing in railings
below adjacent ground elevation. The well shall allow See code for e:cceptions for Items 1
the window to be fully opened and provide a minimum through 8.
accessible net clear opening of 9 square feet. with a 9, Glazing in walls and fences used as the barrier
minimum dimension of36". Window wells with a for indoor and outdoor swimming pools and spas
vertical depth of more than ~4" shall be equipped with a when all of the following conditions are met:
pennanent ladder. Refer to handout for additional 9,1 The bottom edge of the glazing is less
information. than 60 inches above the pool side of the
glazing.
3. SMOKE DETECTORS: DEC Section 310.9.1. A 9,2 The glazing is within 5' of a swimming
detector shall be installed in each sleeping room and at a pool or spa's water edge.
point centrally located in the corridor or area giving 10, Glazing in walls enclosing stairway landings or
access to each separate sleeping area. Where the ceiling within 5' of the bottom and top of stairways where
height of the room open to the hallway serving the the bottom edge of the glass is less than 60" above a
bedrooms exceeds that of the hallway by 24" or more, walking surface.
smoke detectors shall be installed in the hallway and in lTBC Section 2406,6 Glass Railings. Glazing in railings
the adjacent room, Each floor and basement shall have shall be one of the follO\ving:
at least one detector. Required smoke detectors shall . Single fully tempered glass.
receive their primary power from the building wiring and . Laminated fully tempered glass.
shall be equipped with a battery backup, Detectors shall . Laminated heat-strengthened glass.
be interconnected to provide audibility in all areas. When For all types. the minimum nominal thickness shall
the valuation of an addition. alteration or repair exceeds be {i-l",
$1.000 and a permit is required, smoke detectors shall be
installed (E'Cception: Repairs to the exterior surfaces of 5, NA TURAL LIGHT & VENTILA nON: {)"BC Sections
a Group R occupancy are exempt from these 1203,2, 1203,3, Habitable rooms shall be provided \\-ith
requirements). -- natural lil!ht by means of exterior glazed openings \\1th
an area not less than one tenth of the floor area of such
-1-. SAFETY GLAZING: UBC Section 2406A. All glass rooms with a minimum of 10 square feet. Habitable
located in an area which the DEC considers hazardous rooms shall be provided with natural ventilation by
must be safety glazed : means of openable exterior openings with an area of not
I. Glazing in ingress and egress doors, less than one twentieth of the floor area of such rooms
2. Glazing in sliding door assemblies and panels in with a minimum of 5 square feet
swinging doors (wardrobe doors excluded).
3, Glazing in stonn doors. 6. EXHAUST FANS: WSVIAQ Section 302.2,1. Exhaust
-1-, Glazing in all unframed swinging doors. fans are required in each kitchen, bathroom, water closet
5, Tub/shower enclosures and any glazing in a wall room. laundry facility, indoor swimming pool, spa and
enclosure "ithin 60" of standing surfacc. other rooms wherc excess water vapor or cooking odor is
produced, UBC Section 1703.3. The point of discharge
1
I
of exhaust air shall be at least 3' from any opening into When masonry chimneys are built within a structure. a
the building or property line (this includes dryer 2" clearance to combustibles is required. When the
exhausts and kitchen range hoods). See energy section chimney is placed on the exterior of the structure. a I"
of this checklistfor more specific requirements. clearance is allowed. USC Section 3102.7.8.
Combustible material shall not be placed within 6" of
7. CLOTHES DRYERS: UMC Section 50.+.3. Clothes fireplace opening. No combustible material placed
dryer exhaust ducts shall terminate outside the building. within 12" of the fireplace opening (such as mantles or
and be equipped with a backdraft damper. Ducts shall decorative fireplace surrounds) shall project more than
not be connected with sheet metal screws or other 1/8" for each I" clearance from the opening.
fasteners which \\-ill obstruct the flow. Duct length shall
not exceed a total combined vertical and horizontal 15. COMBUSTION AIR: lJtvlC Chapter 7. In buildings of
length of I~'. including 2900 elbows. Two feet shall be unusually tight construction, fuel-burning appliances
deducted for each 900 elbow in excess of 2. Approved shall obtain combustion air from outside (excluding
flexible duct connectors not more than 6' in length may cooking appliances and clothes dryers).
be used. provided they are not concealed within
construction. 16. APPLIANCE LOCATIONS: illv[C Section 304.5.
UPC Section 1309. ruel burning warm-air furnaces or
8. RANGE HOOD: UMC Section 906. The vertical water heaters shall not be installed in a bedroom.
distance between the cooking top of a domestic range and bathroom. closet or in any enclosed space with access
the hood shall not be less than 30". Refer to WSVL4Q only through such room. Exception: direct vent
Section 302.1 & Table 3-1 for more specific appliances.
requirements.
17. APPLIANCES LOCATED IN GARAGE: UPC
9. WATER CLOSET CLEARANCES: UBC Section Section 510.2, illvIC 303.1.3. Heating and cooling
290~. Water closet shall be located in a clear space not equipment and water heaters installed in garages shall be
less than 30" in width. The clear space in front shall not guarded from damage when located in the normal vehicle
be less than 24". path. When such equipment generates a glow, spark or
flame capable of igniting flammable vapors, it shall be
10. SHOWER AREAS: UPC Section ~12.6, -'1-12.7. All installed with sources of ignition at least 18" above the
showers shall have a minimum finished interior floor floor.
area of 102~ square inches and shall also be capable of
encompassing a 30" circle. These dimensions shall be 18. WATER HEATER: UPC Section 510.5. Water heaters
maintained to a point 70" above the shower drain outIet. shall be anchored or strapped to resist horizontal
Threshold shall be of sufficient width to accommodate a displacement due to earthquake motion. UPC Section
minimum 22" door. 608.5. Temperature and pressure relief valves shall be
drained to outside. Drain may not be trapped and must
I L FACTORY BUILT CHIMNEYS & FIREPLACES: tenninate no more than 2' nor less than 6" from the
UBC Section 3102.5. L Factory-built chiIlUleys and ground. WSEC Section 504.2.1. All electric hot water
fireplaces shall be installed per the terms of their listings heaters shall be placed on an R-1O pad when located in
and the manufacturer's instructions as specified in the an unheated space or on a concrete floor.
lJMC.
19. L.P.G. (PROPANE) APPLIANCES: UMC Section
12. TIGHT-FITTING DOORS (FIREPLACE): WSVIAQ 304.5. LP.G. burning appliances shall not be installed
Section .J.02. Solid fuel burning appliances and fireplaces' in a pit, basement or similar location where heavier-than-
shall be provided with tight-fitting glass or metal doors. air gas might collect. Appliances so fueled shall not be
An outside source of combustion air shall be ducted to. installed in an above-grade under-floor space or
the firebox. .- basement unless such location is provided with an
approved means of removal of unburned gas. ~lC
13. FIREPLACE HEARTH EXTENSION: UBC Sections Section 304.7. Containers for storageofLP.G. shall be
3102.7.1 L 3102.7.12. An approved noncombustible installed in accordance with tile Fire Code.
hearth must e:-..1end at least 16"from the front of, and at
least 8" beyond each side of the fireplace opening. 20. MANUFACTURER'S SPECS: UMC Section 302. L
Where the fireplace opening is 6 square feet or larger, tile The installer shall leave the manufacturer's installation
hearth e~1ension shall e:-..1end at least 20" in front of, and and operating instructions attached to the appliance.
at least 12" beyond each side of the fireplace opening.
2 L VACUUM BREAKERS: UPC Section 603.3.4. Potable
l.t CLEARANCE TO COMBUSTIBLES (FIREPLACE water outlets with hose attaclunents other than water
& CHIMNEYS): UBC Section 3102.3.3 & Table 31-B.
2
.
heater drains and clothes washer attachments shall be 30. DOORS: UBC Section 1003.3.1.3. At least I doonv<l\-
profected by a listed non-removable back flow preventer. shall be of a size as to permit the installation of a door'
not less than 3' in width and not less than 6'8" in height
22. TRAP PRIMERS: UPC Section 1007. Floor drains or The door shall be mounted so that the clear net nidth is
similar traps connected to the drainage system and not less than 32".
subject to infrequent use shall be provided ,\ith an
approved automatic means of maintaining their water 3 L LANDINGS:UBC Section 1003.3.1.7. 1003.3.3.5.
seals. There shall be a floor or landing on each side of all
doors. The floor or landing shall be not more than I"
23. GARAGE/DWELLING DOOR: USC Section 302.-J.. lower than the threshold of the doomay. In private
The door between the dwelling and garage must be self- dwellings. an interior door may open on the top of a
closing and either 1-3/8" solid wood or have a 20 minute flight of stairs or on an exterior landing, provided the
rating (labeled). Unruted metal doors will not be door does not swing over that top step or exterior landing
accepted. (except that screen and storm doors may) and the
landing in not more than 8" below the floor level. Where
2'+. GARAGE/DWELLING SEPARATION: UBC Section a door opens over a landing, the landing shall have a
302.-+ Exception 3. The required I-hr fire-resistive length not less than the width of the door. Exterior
construction between a garage and a dwelling as set forth landings may have a slope not to exceed 11-+" per foot.
in table 5-A has an exception that allows the I-hr fire- Landings shall have a length measured in the direction of
resistive construction to be limited to the garage side travel not less than 36".
(typically 5/8" T.'vpe '~'(" gypsum wallboard). Section
302.2 requires that where the occupancy separation is 32. GUARDRAILS: UBC Sections 509.1, 509.2, 509.3.
horizontal (ceiling), structural members supporting the Stairs, landings, ramps, balconies or porches which are
separation shall be protected by equivalent fire-resistive more than 30" above grade require guardrails. The top of
construction (this includes all supporting walls). There the guardrail shall not be less than 36" high (./1" when
shall be 2 layers of 5/8" Type "X" GWB applied to the other than individual dwelling units). Open guardrails
ceiling when framing members are 2.+" on center. shall be designed such that a sphere .+" in diameter
cannot pass through.
25. SEPARATION BETWEEN DWELLING UNITS:
{)BC Section 310.2.2. Walls and floors separating 33. HA1~DRAILS: UBC Section 1003.3.3.6. All stairways
d\velling units in the same building shall not be less than \\'ith .+ or more risers shall have at least one handrail.
I-hr fire-resistive construction. Such handrails shall be placed not less than 34" nor more
than 38" above the nosing of the treads. The handgrip
26. FIRE-RESISTANCE OF EXTERIOR WALLS: lJBC portion of the handrail shall not be less than 1-1/'+ " or
Table 5-A. l-hr fire-resistive construction required more than 2" in cross-sectional dimension. Handrails
\\ithin 3 feet of property lines. openings not permitted may project into the required stair width a distance of 3-
less than 3'. For apartments. the requirement is 5' for 1/2" . There shall be a space of not less than 1-1/2/1
both. between the wall and the handrail. Refer to handout.
27. FLOOR AREA: UBC Section 310.6.2. Dwelling units 3-+. STAIR WIDTH: UBC Section 1003.3.3.2. Stairways
shall have at least one room with not less than 120 serving an occupant load of ~9 or less shall not be less
square feet of floor area. Other habitable rooms except than 36" in width.
kitchens shall have an area of not less than 70 square
feet. Section 310.6.3 requires that habitable rooms other 35. STAIR RISE & RUN: UBC Section 1003.3.3.3. Pri\'ate
than a kitchen shall not be less than 7' in any dimension. stainvays serving an occupant load of less than 10 may
be constructed with an 8" ma'i:imum rise and a 9/1
28. MINIMUM CEILING HEIGHTS: UBC Section ""- minimum run (7" and J l"jor ail others). No riser can be
310.6.1. . Habitable spaces shall have a ceiling height of less than .+". The largest tread run may not exceed the
not less than 7'6" except for kitchens. halls or bathrooms smallest by more than 3/8". The greatest riser height
which may be no less than 7'. may not exceed the smallest by more than 3/8".
29. ATTIC ACCESS: UBC Section 1505. L Attics with a 36. STAIR HEADROOM CLEARANCE: UBC Section
minimum vertical height of 30" must be provided with 1003.3.3..1-. Everv stainvav shall have a headroom
minimum access openings of not less than 22/1 x 30" and clearance of not l~ss than 6'8/1. See exception for spiral
located in a hallway. corridor. or readily accessible stainmys.
location.
37. USABLE SPACE UNDER STAIRS: UBC Section
1003.3.3.9. The walls and soffits of enclosed usable
3
. space under stairs shall be protected on the enclosed side 39. SPIRAL STAIRWAYS: UBC Section 1003.3.3.8.3.
by npt less than'l-hour fire-resistive construction. Spiral stairs may be used for exits when the area served
is limited to 400 square feet. The tread must provide a
38. WINDING STAIRWAYS: UBC Section 1003.3.3.8.2. clear walking area measuring at least 26" from the outer
W11lding stairways shall have no width of run less than edge of the supporting column to the inner edge of the
6" and a required width of run (9") provided at a point handrnil. A run of at least 71/2" is to be provided at a
12" from the narrow side. point 12" from where the tread is the narrowest. The
rise must be sufficient to provide 6'6" headroom. The
rise of the steps shall not exceed 9 V2 inches.
STRUCTURAL
40. SPECIFY FOUNDATION FOOTING SIZE: UBC below finished grade shall be damp-proofed on the outside
Section 1806.1 and Table 18-1-0. by approved methods and materials.
. Supporting 1 floor: minimum 6" by 12".
. Supporting 2 floors: minimum 7" x 15". 48. PIER PADS: UBC Table 18-1-0. Same as footings.
. Supporting 3 floors" minimum 8" x 18".
49. FOOTING/PIER SETBACK FROM SLOPE: UBC
41. FOOTING REINFORCEMENT: UBC Section 1907. Section 1806.5.3. Footings adjacent to slopes shall be
As a minimum standard, refer to the attaChed handout founded in firm material with an embedment and setback
Prescriptive Fomzdation Reinforcement RequilV1Jents, as provided sufficient to provide vertical and lateral support. See Table
by the Olympic Peninsula Chapter of ICBO. 18-1-0.
42. SPECIFY FOUNDATION W).T.T. SIZE: UBC Table 50. CHIMNEY FOUNDATION: UBC Section 312.7.2.
18-1-0. When an approved design is not provided, foundations. for
. Supporting 1 floor: minimum 6" wide. masonry and concrete fireplaces shall be not less than 12"
. Supporting 2 floors: minimum 8" wide. thick, and meet the depth requirement for a footing.
. Supporting 3 floors: minimum. 10" wide. 51. FOUNDATION VENTILATION: UBC Section
43. FOUNDATION WAT T. REINFORCEMENT: UBC 2306.7. Under floor-areas must be provided with openings
having a net area of not less than 1 square foot for each 150
Section 1907. As a minimum standard, refer to the square feet of under-floor area. Openings shall be located
attached handout: Prrscriptive Fomuiation Reinforcement as close to comers as practical and shall provide cross-
Requirrmeents, as provided by the Olympic Peninsula ventilation. The openings shall be equally spaced and
ChapterofICBO. Walls exceeding 8' in height must be located on at least 2 sides. They shall be covered with
designed and stamped by a design professional corrosion-resistant wire mesh with openings of 1,4" in
licensed with the State of Washington. dimension.
44. SPECIFY FOOTING DEPTH: UBC Section 1806.1 and 52. WOOD IN CONTAct WITH CONCRETE AND
Table 18-1-0. MASONRY: UBC Section 2306.2. Wood embedded in
. Supporting 1 floor: 12" below grade. the ground or in direct contact with the earth shall be
. Supporting 2 floors: 18" below grade. treated wood. All foundation plates or sills and sleepers on
. Supporting 3 floors: 24" below grade. a concrete or masonry slab, which is in direct contact with
earth, and sills which rest on concrete or masonry
45. SPECIFY FOUNDATION W). T T HEIGHT: UBC foundations shall be treated wood or foundation redwood.
Section 1806.1. Wall must extend at least 6" above grade. 53. COLUMNS AND POSTS: UBC Section 2306.5.
Walls exceeding 8' in height must be designed and stamped
by a design professional licensed with the State of Columns and posts located on concrete or masonry floors
Washington. or decks exposed to the weather or to water splash or in
basements shall be supported by concrete piers or metal
46. ANCHOR BOLTS: UBC Section 1806.6. Bolts shall be pedestals projecting above floors unless approved wood of
not less than 1/2" diameter, embedded at least 7", spaced no natural resistance to decay is used. The pedestals shall
more than 4' apart. There shall be a minimum of 2 bolts project at least 6" above exposed earth and at least 1"
per piece (sill plate), with 1 bolt located within 12" ofeach above such floors. Individual concrete or masonry piers
end of each piece. A properly sized nut and washer shall be shall project at least 8" above exposed ground unless the
tightened to the plate. columns or posts which they support are of approved wood
of natural resistance to decay or treated wood.
47. DAMP-PROOF FOUNDATION WALLS: UBe
Section 1402.4. Foundation walls enclosing a basement
..
5-1-. GIRDERS ENTERING MASONRY OR CONCRETE holes: may not exceed 40%, except that 60% is allowed
W.-tLLS: UBC Section 2306.6. Ends of wood girders in non-bearing walls. See Table 23-I-R-3 for additional
entering concrete or masonry walls shall be provided information.
with a 1/2" airspace on tops, sides and ends unless
approved wood of natural resistance to decay or treated 62. WALL BRACING: UBC Section 2310.1 1.3. All
wood is used. exterior walls and main cross-stud partitions shall be
braced to resist wind and seismic forces. Walls must be
55. POST-BEAM CONNECTIONS: USC Section 23 I.+' braced at each end of wall and ever}" 25'. 25% of wall
Positive connections shall be provided at post-beam length must be sheathed on the 1st story of a 2 story
connections to ensure against uplift and lateral building. or the 2nd story of a 3 story building. -1-0% of
displacement USC Section 1603.3.5. Anchorage of wall length must be sheathed on the 1st story of a 3 story
walls and columns to Foundations shall be provided. building. See Table 23-1-W for types of bracing allowed.
56. SPECIFY WOOD SPECIES & GRADES: UBC 63. HEADERS: USC Section 2320.11.6. All openings more
Section 230-1-.1. All wood used in construction shall than 4' wide shall be provided with headers consisting of
confonn to the applicable standards or grading rules of either two pieces of 2" framing lumber placed on edge
the UBC and shall be identified by a grade mark. and securely fastened together or 4" lumber. Each end of
the header shall have at least 1-1/2" of bearing for the
57. FLOOR FRAMING: USC Section 2320.7,2320.8. full width. Headers shall be designed to support the
. Beams and girders supported by concrete or masonry loads specified by the UBC.
shall have not less than 3" of bearing. Floor joists shall
be supported laterally at the ends and at each support by 64. FIRE-BLOCKS & DRAFT-STOPS: USC Section 708.
solid blocking except where the ends of joists are nailed Fire-blocking and draft-stopping shall be installed to cut
to a header or rim joist or to an adjoining stud or other off all concealed draft openings (both vertical and
approved means. Joist framing from opposite sides of a horizontal) and shall form an effective barrier betv,.een
beam or partition shall be lapped at least 3". See Tables floors, between a top story and a roof or attic space. and
23-I-V-J-l & 23-I-V-J-2 for allowable spans. shall subdivide attic spaces, concealed roof spaces and
floor-ceiling assemblies. Fire blocking shall be pro'\tided
58. BEARING PARTITIONS: USC Section 2320.8.5. every 10' both vertically and horizontally, in concealed
Bearing partitions perpendicular to joists shall not be spaces of stud walls and partitions and at the ceiling and
offset from supporting girders. walls or partitions more floor levels, including soffits, drop ceilings, cove ceilings.
than the joist depth. Joists under and parallel to bearing stair stringers, around vents. pipes, ducts. chimneys, and
partitions shall be doubled. fireplaces. and similar openings which afford a passage
for fire at ceiling and floor levels. Draft stopping shall be
59. UNDER-FLOOR CLEARAt"'CE: UBC Section 2306.3- installed so that the area of the concealed space does not
\Vhen floor joists are located within 18" or beams are exceed 1,000 square feet and completely separates
located within 12" of the ground in crawl spaces, all dwelling units.
components of the floor assembly shall be wood of
natural resistance to decay, or treated material. Included 65. SPECIFY SIDING TYPE: UBC Section 2310.2.
are the posts, beams or girders. joists and sub-floor. Ensure proper fastening for type used. wood siding may
not be less than 3/8" thick.
60. U:'IfDER-FLOOR ACCESS: USC Section 2306.3.
Under-floor areas shall be supplied with a minimum 18" 66. WEATHER RESISTIVE BARRIER/SIDING: UBC
x 24" opening unobstructed by pipes. ducts or similar Section 1-1-02.1. All weather-exposed surfaces shall have
construction. a weather-resistive barrier to protect the interior wall
covering. The felt or paper shall be applied horizontally,
61. WALL FRAMING: UBC Sections 2320.11. Utility .- with the upper layer lapped over the lower layer not less
grade studs shall not be spaced more than 16" on center, than 2". Where vertical joints occur. felt or paper shall
or support more than a roof and ceiling. or exceed 8' in be lapped not less than 6".
height for exterior and load bearing walls or 10' for
interior non-bearing walls. Studs shall be placed with 67. VENEER: UBC Section 1403.6.4.2. Anchored veneer
their wide dimension perpendicular to the wall. Bearing shall be supported on footings, foundations or other
and exterior walls shall have double top plates that noncombustible support. Wall ties shall be corrosion
overlap at comers and partitions. End joints in double resistant and spaced so as to support not more than 2
top plates shall be offset at least ~8". The minimum square feet of wall area but shall not be more than 24" on
length of any stud shall not be less than 1-1-". Cutting and center horizontally. In seismic zones 3 and 4, anchor tics
notching: may not exceed 25% in bearing or exterior shall have a lip or hook on the extended leg that ,,,ill
walls. may not exceed 40% in non-bearing walls. Bored engage or enclose a horizontal joint reinforcement wire
5
.
------------- -- --- ------------- -----------------
NO.9 gauge or equivalent Joint reinforcement shall be 72. RAFTER OPENINGS: UBC Section 2326.12.5.
continuous. Anchor ties shall be completely embedded Trimmer and header rafters shall be doubled when the
with cement mortar. Weep holes shall be provided at the span of the header exceeds ~'. The ends of rafters more
lowest course. When applied over stud construction, the than 6' long shall be supported by framing anchors or
studs shall be spaced a maximum of 16" on center and rafter hangers unless bearing on a beam. partition or
15# felt shall first be applied oyer the sheating or wires wall.
between studs and mortar shall be slushed into the 1"
space between spacing and paper. 73. CEILING JOISTS: UBC Section 2320.12.8. Ceiling
joists shall be supported laterally to prevent rotation at
68. SIDING/EARTH SEPARATION: UBC Section bearing points. See Tables 23-I-V-J-3 & 23-I-V-J-\. for
2306.8. Wood used within 6" of earth shall be treated or allowable spans.
,,,ood of natural resistance to decay.
7~. SPECIFY ROOF SLOPE: UBC Table 15-B-l & 15-B-
69. DECKS & EXTERIOR STAlRS: UBC Section 2. Must be indicated on plans to ensure selected roof
2306.12. Uncovered decks, porches or exterior stairs covering is allowed on designed pitch.
shall be constructed of approved wood of natural
resistance to decay, or treated. Included are joists, 75. SPECIFY ROOF COVERING: UBC Section 1507.
beams, girders. decking and posts. Selected roof covering must be specified and installed in
accordance with manufacturer's specifications in addition
70. TRUSSES: UBC Section 1704. Must be accompanied to UBC requirements.
with engineering data and installation specifications, and
must indicate the type of roofmg to be used. Specs shall 76. ATTIC VENTILATION: UBC Section 1505.3.
be available on site at framing inspection. Enclosed attics and rafter areas shall be supplied ",ith
cross-ventilation. The net free ventilating area shall not
71. RAFTERS: UBCSections 2320.12.3. 2320.12.6, be less than 1/150 of the area of the space ventilated,
2320.12.8. Rafters shall be framed directly opposite each unless 50% of the ventilating area is provided from the
other at the ridge. The ridge board shall be at least 1" upper portion of the space to be ventilated. then 1/300 is
nominal thickness, and all valley or hip rafters shall be at allowed.
least 2" nominal thickness. Rafter ties shall be placed
not more than.+' on center. See Tables 23-I-V-R-I 77. CHIMNEY HEIGHT: UBC Table 31-8. Must
through 23-1- V-R-12 for allowable spans. Roof rafters terminate at least 2' above any part of building within
and ceiling joists shall be supported laterally at points of 10'.
bearing by solid blocking to prevent rotation. See
Section 2306.7 for type of blocking required.
GENERAL
78. PREMISES IDENTIFICATION: UBC Section 502. 81. SKYLIGHTS: UBC Section 2409.2.2409.3. All
Address shall be provided in such a position as to be skylights must be laminated glass under tempered glass.
plainly visible and legible from the street fronting the unless provided with screens. Exception: Laminated
property. glass need not be provided within individual dwelling
units when fully tempered glass is used as single glazing
79. APPROVED PLA.J.'l"S: UBC Sections 106.-t 1, 106--+.2. or in both panes of an insulating glass unit when all the
The approved plans shall not be modified, changed or ""' following conditions are met:
altered without authorization from the Building OfficiaL . The area of each pane (single glass) or unit
The building permit and one (I) set of approved plans for (insulating glass) shall not exceed 16 square feet.
the project must be kept on site at all times during which . The highest point of the glass shall not be more than
the work authorized thereby is in progress. 12' above any walking surface or other accessible
area.
80. HEATING: UBC Section 310.11 Every dwelling unit . The nominal thickness of each pane shall not exceed
and guest room shall be provided with heating facilities 3/16".
capable of maintaining a room temperature of 700 F at a
point 3' above the floor in all habitable rooms. 82. GYPSUM WALLBOARD: UBC Section 2512. When
gypsum is used as a base for tile or wall panels for
tub/shower enclosures. water-resistant gypsum shall be
6
used. Water resistant gypsum \vallboard may not be used 85. HEIGHT OF BUILDING: UBC Section 209, Table 5-
over a vapor retarder, or on ceilings where frame spacing B. Single-family residences or duplexes shall not exceed
exceeds 12" on center. -lO' in height. Height shall be measured from the ground
to the highest point of a flat roof or the deck of a mansard
83. GYPSUM WALLBOARD NAILING: USC Tables 25- roof or to the average height of the highest gable of a
G & 25-H: pitched roof 011 a flat lot. On a sloped lot. height is
. 3/8" minimum from edge and ends for nails or measured from the highest ground level within 5' of the
screws. exterior wall. pro\ided this ground level is not more than
. Fastening (nails): 7" o.c. max. ceiling, 8" walls. 10' above the lowest grade. If the highest grade is more
. Fastening (screws): 12" o.c. ceiling, 16" o.c. walls than 10' above the lowest grade, the height of the
when wall framing is 16" o.C.. 12" 'when wall building is determined by using an elevation 10' higher
framing is 2-l" o.c. than the lowest grade. Note: Zoning regulutions muy
limit the height of residential structures more
8-l. FIRST STORY: UBC Section 220. The tirst story is the stringently. Check with your local jurisdiction for
lowest story in a building which qualifies as a story, height limitations.
except that a floor level in a building having only one 86. RETAINL~G WALLS: USC Section 1609.2. Shall be
floor level shall be classitied as a tirst story, provided designed to resist the lateral pressure of the retained
such tloor level is not more than -l feet below grade for material in accordance \\ith accepted engineering
more than 50% of the total perimeter, or not more than 8 practice.
feet below grade at any point.
ENERGY CODE
87. FOUNDATION INSULATION: WSEC Section less than the nominal R-value shown for attics on the
502.1. -l. 8. Slab-on-grade insulation, installed inside the energy code application for the compliance option
foundation wall, shall extend dmmward from the top of chosen. See Chapter 6 Tables.
the slab for a minimum distance of 24" or downward
and then horizontally beneath the slab for a minimum
combined distance of 24". Insulation installed outside 91. VAULTED CEILING INSULATION: WSEC Section
the foundation shall extend downward to a minimum of 602.1. Vaulted ceilings shall be insulated to not less
24" or to the frostline. Above grade insulation shall be than the nominal R -value shown on the energy code
protected. For monolithic slabs, the insulation shall application for the compliance option chosen. See
extend downward from the top of the slab to the bottom Chapter 6 Tables. WSEC Section 502.1.6.3. Vaulted
of the footing. ceiling cavities shall be of sufficient depth to allow a
minimum 1" vented air space above the insulation.
Faced batts shall be face-stapled (not inset-stapledj.
88. UNDER-FLOOR INSULATION: WSEC Section
502.1A.7. Floors over unconditioned spaces, such as
vented crawl spaces, unconditioned basements and 92. HA TCHES Al~D DOORS: WSEC Section 502.l..U.
garages shall be insulated to not less than the nominal Access doors from conditioned to unconditioned spaces
R-value shown for floors over unconditioned spaces on (attics and crawl spaces) shall be weather-stripped and
the energy code application for compliance option insulated to a level equivalent to the insulation on the
chosen. surrounding surfaces.
~
89. WALL INSULATION: WSEC Section 502.1A.6. 93. DUCT INSULATION: WSEC Sections 503.9,503.10
Above grade exterior walls shall be insulated to not less & Table 5-11. All heating ducts within unconditioned
than the nominal R-value as specified on the energy spaces shall be insulated to R-8. Ducts installed under
code application for the compliance option chosen. See slabs shall be insulated to R-5.
Chapter 6 Tables. Faced batts shall be face-stapled (not
inset-stapled). to avoid compression.
94. PIPE INSULATION: WSEC Section 503.11 & Table 5-
U. Water pipes outside of the conditioned space shall be
90. ATTIC INSULATION: WSEC Section 502.1.4.5. insulated to a minimum ofR-3.
CeilingsbelO\v vented attics shall be insulated to not
7
with a whole house ventilation system which shall be
95. VAPOR RETARDER: WSEC Section 502.1.6. Vapor capable of providing at least .35 air changes per hour.
retarders shall be installed on the wann side (in winter) but not less than 15 cubic feet per minute per bedroom
of insulation. Vapor retarders shall not be required in plus an additional 15 cubic feet per minute. This fan
roof/ceiling assemblies where the ventilation space shall have an automatic and manual timer. Fans shall
above the insulation avcrages 12" or greater. have a flow raling at 0.25" watcr gauge and a sonc
rating of 1.5 or less measured at 0.1" watcr gauge.
96. VAPOR BARRIER IN CRAWL-SPACE: WSEC WHOLE HoeSE EXHAt:ST FA.'i
Section 502.1.6.7. A ground cover of 6 mil black PRESCRIPTIYE REQt:lRE~IE:'ITS
polyethylene shall be laid over the ground within crawl Table 3-2
spaces. The ground cover shall be overlapped 12"
minimum at the joints and shall extend to the Number of CFM CFM
foundation \vall. The ground cover may be omitted in Bedrooms Minimum Maumum
crawl spaces if the crawl space has a concrete slab with 2 or less 50 75
a minimum thickness on-l/2". 3 80 120
~ 100 150
5 120 180
97. WINDOWS: WSEC Section 502.1.5 & Tables 6-1
through 6-6. The required V-value for windows will be
determined by calculating the percentage of glazing 10 1. VENTILATION DUCTS: WSVIAQ Section 302.5.
desired. Brand. model and U-value must be stated on All ducts shall terminate outside the building. Fan
energy application. Any change in windows must be ducts shall be equipped with back draft dampers and
approved by the Building Department before shall be insulated to a minimum of R -J. in an
installation. NFRC compliance stickers shall remain on unconditioned space.
the windows until the framing inspection has been
approved by the Building Department.
102. WINDOW OR WALL PORTS: WSVIAQ Section
. 302.6.2. Individual room outdoor air inlets shall have a
98. EXTERIOR DOORS: WSEC Sections 502. L5.2, controllable and secure opening and be capable of a
602.6. Doors which are more than 50% glazing shall be total opening area of not less than 4 square inches.
considered windows for the purposes of energy code
requirements. All other doors shall comply with V-
value shown for compliance option chosen. 103. DISTRIBUTION: WSVIAQ Section 302.6.4. Where
outdoor air supplies (window or wall ports) are
99. EXHAUST FAi"lS: WSVIAQ Table 3-1: separated from fan locations by doors. adequate air flow
shall be ensured by undercutting doors or installing
MI~T\n.;~I SOl'RCE SPECIFIC VE~TILUION grilles or transoms. Doors shall be undercut to a
minimum of 1/2" above the surface of the finished floor
c.\P.\CITY REQuIREMEi'iTS covering.
TABLEJ-l
L\{T"IDRY KITCHEi'iS 1O~. MAKE-UP AIR THROUGH FURJ."lACE: WSv1AQ
OR Section 302.6.3 & Table 3-5. The outdoor air
B.\THROO:\'1 connection to the return air stream shall be located
S . upstream of the forced-air system blm.ver and shall not
I ntenni nently 50 cfm 100 cfm .,. be connected directly into a furnace cabinet
Operating
Continuous 20 crm 25 cfm
Operation
NOTE: ALL FA~S SI1-\LL PROVIDE THE REQUIRED
FLOW WHEi'i TESTED AT .25 WATER GAUGE. FA."IS
LARGER THA.'i THE ABOVE PRESCRIPTIVE SIZES )-LW BE
~ECESS.-\RY TO .-\TTAI~ THE REQUIRED FLOW.
100. WHOLE HOUSE FAN: WSVIAQ Section 302.2.2,
302.3.2, 302.~. Each dwelling unit shall be equipped
8
PERMIT CENTER
288 Fourth Stre1!t, BreIberton WA 98337
Phone: (380)478-5275 Fax: (360)478-5278
34" ClEAR J
20" CLEAR ~
~ MINIMUM ..I
...- A /
. .
/:..... .
.
.
OPENABLE
AREA 41" CLEAR ~ ., r -.-
- ..
:I .. ,
. .
.. -.. ~LE...'#.
-
5.7 SQ. FT. AREA 24"
MINIMUM CLEAR
.. . MINIMUM
. 5.7 SQ. FT.
. .. .
.. .,.' MINIMUM ......
.
. ..
. ..
..~ 'f ., , . . ...L
# ~
A
MINIMUM SlZE MINlMUM seE VVINCON
\;VNX:JN FCA FOR 24" CLEAR HEIGHT
, 20" CLEAR WIDTH
SILL HEIGHT
44" MAXiMUM
~
y R..CCA
-
M -\j 'VlUM S ZE ) R :SCU == O~ ESCA -:J =
WIN JOWS' FROM SLE-= jlNG ROO~V1S
I
PERMIT CENTER
288 FoDJ1h Street, Bremerton WA 98337
Phone: (380)478-5275 Fo: (380)478-5278
I Acceptable Handrail Details
I
-
1 1/2"
[ . ~
"- min.
.
1"hO .-.,
MIN.
~
-
I
.
~,
'2 /
/
=r NOTE: / -' :=sr",
OTHER SHAPES MAY BE ACCEPiASLE I
IF THEY PROVIDE AN .... I
EOUIVAlENT GRIPPING SERVICe::. I
---
NOT
ACCEPTABLE
PERMIT CENTER
286 Fourth Street, Bremerton WA 98337
Phone: (360)478-5215 Fax: (360)478-5218
6'8" MINIMUM
HEADROOM
HANDRAIL
9"
MINIMUM RUN
.
OCCUPANT LOAD LESS THAN 10
(Private Stairway)
6'8" MINIMUM
HEADROOM
,-
12" -.
OCCUPANT LOAD OF 10 OR MORE
, ~TAIRWAVS
>
_'-\L TER:..~~ T,E BR-\CED 'VV"A.LL PA.'fEL (.-\B\VP) PER lJBC
SECTION 2326.11.4, ITE~f 1: illiLSIillrr STRUCTORE DETAT!
~ 32 INCH MIN - IF LESS ~'
ENGINEERING IS RECUIRED.
"'-CVER 4- FT- ABWP. NeT REO.~
'"----
/ I
- - - - - -- - - - - - - - - - - - - - -...-- Z - Z"X _ TOP ?~~S
\- - - - - -. TT - - - -"IT - - - - -It -, NAIL SHEATHING TO S\C-1
HE..\OE~ '- I I I I I I PLATE 'ft:.;:TIj 3d COoK,., CR
\ } I I I I I GA LV. BOX ~ 6" eN c=~;;
I I I I I I I
- - - - - -i I I J [ I ~WALL ASSENBLY MAX HE:Gi-:I
I I r I I ! U1 'F! TO Tep OF PUTE
I I 1 I I
.." -"""05 M -. SH~A-'-NG ~ I . ' ~ I
~ /, ) i.~. - i . ~~ ,e 11"1.l.. I . I I
- I"
.~ '" ~-'CS &. ~I A~-- 'HI 8--- I
..J""_ - - '''; , ," - I c:::J ,'-! ! I ! i ~,)1-:- N 3 18" ,~ P A ::; \ -:-=.~
-~C ' .-'" G I 1/ ~ v ~.,-, S'- I -' . / ............... ,--
-. ., N \....... . !.. ' ::c^ .1.iA.:..!.. '2 I I I I ! CI ""riCer: :::"8, '~rF:-iG '-N
',. "Ii a -"'G-- &. .. 7" a 0/'" I I . -' u _r. I -' -
\../ '- - ::::..; 'c) .:..- - I..! I I I 1 "'Ne S,i'~ 0F 'ffAl I
; ""-=:;'I,l::;;' ~ -= :::UPCf'R-- A ~n I i \,j... ---" --
- ,i . -" '- - -.... I -- - , ," I::J '''' r I ! I I
.....(..-(:::; ~ ~ ,~I: CI ""tfCCO I I
- - -. - - ..... I ..... '- - . '-' r I I ! .
-.- - - -. -. - ..... - 0 I I I
~.-,- l~-L.- ';"'-:-
- - - - - - -- - . r I
I I I ' l
I I I , ;,;=PRC'IED Sr=El.. f-:CL: CCt1N::
I I i
I I I ! ~T~ C~NC~=~ (1800 L~ ~~~
I _I _ . _ _ _ _ . '_'
I UF' .,.-- CA~' "'--f) "'\i<;:7\' I ::-
' I I I _.1.J- I . .-I"'\'-.J.. I ..:.. _ : I""!----~
z- :./Z";~::O" ANC--iCR I [ I I I I F=~ ,4ANUFA(TuR=D S?E(S
:Cl is 'tCTri r .\tIN I I I I j
::'j2EC~E:'i7 AND PLACED I I I
, :JM.j::::; CNE QU.4 o~R I I I " '. - ( - Z"X- PLATE C=:CTlO1
I .1 ~_ MJlro _~
::D:NTS J I I I::: PLA TE PRESSURE ~E.: I ~?)
I r ! ~ ,~IL SHEA TrlING I 0 ::A_~~
! ! I ' . :, PU TE 'HITri 3d CC~N :...;-\
I I ! :- : ~LV. BOX e 6" CN C=,~=~
7 :-iC · i
_- i " ~ . .
~=FCRC=~ENT BARS ,~ " ~ NO.4- MIN FCUNOA ITCN ~,:;:
\,.j:.~ GruCE ~ I I
~ 3" ;l,.jIN FR~ I I ~ ( 12 ,. MIN LA? SPL:C= )
=CCITNG 8OIT~ ~ ------~------~-~j
~ ~ 'CCNTINCCUS FOOTI~G &
: 12" ,"1IN LAP ____________,_____ ~~ REINFCRCE?-iENT ~.={
S?LICE )
- - .
T:l<= (oi[ow:''1g Slmpsan cannccwrs ar:: 6" fQllcd:trion ""311! 20QQp~i concrete - holdown 5~ m.in from ec:d of walL
suff:c:er,c for chc:sc ABW Panel applications: HDL-\, HD5A. pE-rrn & PHD5 all wi 51r SST3 l6
~.. Cound:lCioa w"J111 2000p"i concrete - holdown min. In~ from end of w:ill.
STHDIO I STHDlORJ &SnID l4/ ST:..fDl-1.R] Lj5
3" rlJund:lrioa ....'Ill! 20QOp"i concrete - b.oldown mi.n. In~ from ~nd ofwalI.
r-:?-\.... qr)'22. ST:-illl 0 & SThTI l 0 RJ
.
.
.
.
AL TER'iA TE BR.\CED \VALL PA~~L (AB\"VP) PER UBC
SECTION 2326.11.4, ITEJ\tf 1 & 2: nvo STORY STRUCTURE
o ET AlL
~ 32 INCH MIN - IF LESS .1
ENGINEERING IS RECUIRED.
"-G\lER 4- FT- AB\VP , NOT REO.-'j'
,; = = = = -- - - - - - - - - - - - - L -.- 2 - 2"X _ TCP P~TES
'r- - - - - -. 11 - -'1- - - -i1- - -'1- NAIL SHEATHING TO EACH
HEADER '- 11 I I I I I I PLATE WITIi 3d.. CC>>;c~ CR_
, 1 I I I I I I I GALV. BOX @ 6 ON CNTE-
I 1 I I I I I I I
------~ I
I I I I I 1.-- WALL ASSENBL Y MAX HE:Gi-iT
: I I I I I I I 16 FT TO TOP OF PU TE
I I I I I I I
2";C SIUDS - NAIL SHEATHING ~ I I 'r I -r I ~ I
;J ALL sruos & PLATES WI 8d I I I I I ! I [ ..- -,I,EN.3/8" A.P.A. RAT:D
::~J.iCN OR GLV. BOX NAILS @ I I I I I I I I PL YHCCO SHEAT:-lING eN
s '. _ O/~~ @ E~G~~ &, 12" ! ole j I I I I I I I 80TH SIDES OF 'HALL
: .:.N:~~I.iE~J.A,1 t:: SUPFDR I S AND I I I I I I I I ( OUTSIDE & INSICE )
;,~~~~cD ;./,' ~ ~L.L _ ~= YHCCO I I I I I I I I
_~Gc::J- ,A,-,L_ 23 - Q I I [ I I I I I
I I I I I I I / APPROVED STEEL f-:OLJ CC't1~j:
I I I I I I IN CGNCRETE (31200 L3 .1,CN
I I I I UPLIFT CAPACITf) INSTALLE=
I I I I PER ~NUFACTURE[) SPECS
3- V2"X12" ANG~CR I
BCL TS 'HITrl r ~IN 1 I
:: M 8ECME~T AND PLACED I
9 PANEL ONE FIFTH .:..-- 2- Z"X- PLATES (2CTICM
POINTS I I , PLATE PRESSURE TREATED)
. NAIL SHEATHING TO EACH
PLATE WITH 8d CCM~N CR
GALV. BOX @ 6" ON CENT=::<:
2- NO. 4-
<'=.1 N r:CRCE~ENT BARS '. ~ NO.4 .l.iIN FOUNDA ~ J.~N ~ V,R
,I,jIN GRADE .w ~ ( 12" MIN UP Sr'uCt )
e 3" MIN FRCM I r
FCDTING 8OTTo.i ~ ---~~-~--~--~-~j CONTINUCUS FC9T:NG &
( 1Z" MIN LAP REINFORCE~ENT ~R
SPLICE ) -----------------
The following Simpson connectors are 8" foundation wall i 2000 osi concrete. holdo\lfTl 5" min. from ~nd orwalL
surTiciem for c.hese .-\8 W Panel appl icacion.s: HD5A, PHD2. PHD5A & HIT 16 wi 5/S" SST8 16 - ,I[
8" foundation wall I 2000 osi concrete - holdovm [/1" min. From end or wal .
STHD14 & STHD 14 RJ Ljfo
,
,
""....""..,f-i ""'''''''''''''''''''''''.'."",,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"'''.''''''.''''''.,,,,,.,.,,.
:1:joL6~ ;iJ:;:::tji;]"~im"IJ~";iI;ti.
.................... '. .resenp . ve DUB. a . DB..
n_ ......,. _ , .... .. . _ _ . .. ". ... .. , , _. _. _._....
. . . . . . , . . . . . - .. . . , , . . - - . . . . . . . . ., , '. -,. . - . . . .
'::.::.::::'::._. -::":--::.:'::::-::-;:--:::"::::-:"_:::::::',:::::::-;::::"::::::::::.::::::::-:,::::::::-:::::::-:::'-:-:::::::' '::::::::::-:::::::::::::-::::::-:::::-:::::::::::::":'::-:::-::-:::-:-::-::-:::::::-:;-::.::-::;;=::::':::..:".::::::'
H..HeWiircementBeqmremeDIS:..i..
."-- ---..-'... ......-..............,-.......-............................. ....... .."..'................. ,.....-................ ...._--...- ...............................-. '...-....,..........-.-............_-.......... -.-....
..................-..-.....-.....'..-................-....-.....'......'........-.....'........................,..................................'.... -..................-......................................................-.-.-..........-.---,..
qqq~$mgJeJ7~~ijnylt~$_(l~Qg~~Hf'e~tg4J~$=lcq/
6" or 8" walls
, , MINIMUM FOOTING REINFORCEMENT:
L__J (2) #4 bars, typical all cases.
I .
__nul
L_____l.____ ___.______.
r~r-- -------.--- ----.:
'\'1 VERTICAL WALL REINFORCEMENT:
fill
1'-'1
'"
:;'j #4 bars not to exceed spacing of 18" on
::~----~--_.:_---
center.
--....i......--~-.
: ):.:::.- ~ .
(0 :;:.::1::/: r... MINIMUM HORIZONTAL WALL
. . ..,:~ REINFORCEMENT
- -';'S#~--
.'.lliDtet1.$mriFI)#T /) ijhfi;zhlitaJSt~I."""." .
.Less than 24" 1 #4 Bar
~i:: ; '. .:'~jr: 8 Over 24" to 36'" 2 #4 Bars1
oOo.~ "-'~' ::... ~
'0''0'0'0' -6 :1"
o."".gO'~;- -8 Over 36" to 48" 3 #4 Bars1
~:~~~ :'.': !:~: "0
:;:.~ ". A..' :::-.". oS : 1 Spacing not to exceed 18" on center, top bar placed
'O'o'c' .-th.. E C
~ ;j~j'?II!; ~ . not more than T' from top of wall.
FOUNDATIONS FOR STUD BEARING WALLS
MINIMUM'REQUIREMENTS!
., ..--.-----.,.- -'. --. . "-'..
0.0 :.~ " .,.1:1. .........NWriberof......... ...14A"...... !..~B~...... .........~C"....
, )~ ~ ~~ ~~:.::-~L . - - . .
1~~~~t~!!::r,i.St
o ~ ~~ ~~;o ..' ; .Ir-
~ ~;/,:;:r(;: i:Jbh_~' 1 12" 6" 12"
2 18" 7" 15"
00 . 0.'" . ~ '''..' ." ~
ult c.. Co o. .. ::.' '. :.". :.... :.. ('I') 3 24" 8" 18"
~rp// 1 Based on UBe Table 29-A
. ,>
..Minimum concrete strength 2000 psi at 28 days. Minimum grade 40 reinforcing
:steel Lap splices shall be a minimum of 12". Anchor bolts (I/2"x10'~ shall be
placed a maximum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official
..ljti~..i~ro~m~t~qij...~~~!.~~~~...PW~y~~~c..~~....~....~~~~li~.~..~()~.m~.9i.~~..ti...~~~~r.p~~.~~~~~....I1..........
,;liilf;Jr.~I.'amfl~i~iflii~i;~\~ll%iim
.
............N . ..........................................................................
; ~;;;;:;: :;; ;:;.; . <1, . ::::: :.: ~ :.: :,: :,:-:': :::,: :-:,,: :_: :': :-/': :': :'::".: ~:::::::::::::: :,:: ._:: ',n_, '_' .......
::............ ...... .,.......................,................................-..-......-.,..-...
. "'". ..... ..--..........,....,.......-...'.-.'.....--...-....-,..,.......-.-'-........
.::....-. ',"'" .. -., ............-.... .............,........-........
.. ". .. .- ...............
...-..~. . .."
.J... ..... ...... .OL Y I-. PIC PFroNSUU C~~HJJ.....H .u) ... ...Ju .....J. .u...; .....u;.... ....1....... ..u" ......J... ..u.u1......;.....;... ....... .........;...... ......
............<............... ~ '1':.., . E......e....s......E...:.n.:..rn:........fj.~......e......~.. ..U....UD....:............U... .a.......U...o.......o...........................
:::-..:.....-:.. . .... ..-. .... .' .n....... . . ...._............
. , .-., .. . -. _..- - ,... -. ", -. -, .--... ..
................. - -",' -. . .. , .".. ....... " -,.' ...........
..,..... . ..-. .-. ... . ... .. -. ... ... .... -.. . '- - ...-.
li.lll;~ilm~.i~{(ilim~1!I;Hr
. .......~$m&le...Ei...I~.UY._<<e~iCl<<eu..auH8....ijyejf:...J~~t.tq..fJ.J~t$jf........
51_qll ~ax.. . MINIMuM FOOTING REINFORCEMENT:
~i==.:==:~-:.: (2)#4 bars, typical all cases.
"
"
"
!~~-- -~------.- VERTICAL WALL REINFORCEMENT:
- -d- J' ~Ri =s:- L.J #4 bars not to exceed spacing of 18" on
:7- '..14....' . """'"-- . "d f ,---" center.
. . . . -... num II1SI e ace ~--------- - --
~~ .~~ ~;~. !~. ;: -------------
I~"'. . .-. ~.': . '.
~~ , ~'. ,:. :.
:: 6:;(~~~t~ ~..~ .--------.. MlNIMUMHORIZONTAL WALL
~ ~;: ;:~:.F --~ ~r:::Y REINFORCEMENT:
. ~l;::;g). ~(~.. .. 6" wall (5'0" m?,): (4) #4 bars, spacing
~: ' ~.~r~ ~., ~ :.:JE not to exceed 18 on center
.. ~ 0 ..~.fJ. ~~"l:;. .:. 'I:'~ ~.-:;~ ......--y
:,. .o~.. .'~"-:.r: 6 () :......~.;; I
... V3 .~o 0 ?~~;:~,~!!;; '1 - A~ ~1ii 8 8" wall (8'O"max): #4 bars at 10" on center
~ " : ~,~f J! or #5 bars at IS" on center
~.:o~o ~~., ~
; o:(i:~ ~ Top bar placed not more than 7" from top of
""'... E
· . . :".'4iI~" 0 wall in all cases.
6. 0 ;...~::..'. . d:
o':.b(l' ;;'.;~:~: . &
~ '?, "0 (J;.,: FOUNDATIONS FOR STUD BEARING WALLS
. :: 0 . .;...r.~ l'
o. . ;': .l.: MINIMUM REQUIREMENTS
. /~ f~[!~.,i,'!i!'l'[5\:!!.i
· .,w. ~. '" .':"~'~:-::.':: . 1 12" 6" 12"
~~~
. -.-=- '. :..r,',.i..... ~ . 2 18" 7" IS"
--.;:~' 9'.. .81-0" Max. 3 24" 8" 18"
~ I ' . . 1 Based on UBe Table 29-A
Minimum concrete strength 2000 psi at 28 days. Floor diaphragms and slab
must be in place prior to backfill Minimum grade 40 reinforcing steel Lap
splices shall be a minimum of 12". Anchor bolts (1/2"x10'1 shall be placed a
mnximum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official
,..-.". - -"---".-
t .' . t)tJ W/{;)t; ~
PERMIT CENTER
Residential Site Plan Review Questionnaire
Permit applications are reviewed by our staff to make a preliminary determination of the presence or
absence of unique areas on the property. To help us make this determination, please supply the
following- information with a scaled and dimensioned site plan.
Applicant Name:
6dR.'DOM ~ t!IlRo Lt: j ~5M I'-r~ "3~O..1..,f15 - 071 I
Description of Proposal: 5 . ~j'P
BUILD 'e J SJ.ler;J
Street Address (or cross streets' no address has been assigned): )
(bO'-l-1 BLiJE lIe'/ZtJAJ PL {Lor li(c (JoCK510E.
Critical Area Questions:
1. Is there any standing or running water on the surface of the site at ANY time during the year?
If YES, please describe conditions: /NO
YES /
2. Has any portion of the site been identified as a wetland? YES V NO
If yes please describe:
3. Is the site characterized as: Forest Cleared
4. Is the slope of the property: flat gentle slope
15 It or more
-
Steep (15%+)
~ E ~ E 1 \YLE"'l,
3 ft or less . ' t.::J
· . MAI~ 0 8 2000 ~
Flat (0% to 3%)
- 100 ft. - BREMERTON
BUILDING DEPARTMENT
The applicant hereby certifies that all of the above statements and the information contained in any
other transmittals made herewith are true, and the applicant acknowledges that any action taken by
the City ofBremerton based in whole or in part on this application may be reversed if it develops
that any such statement or other information contained herein is false.
A~l"l /, ~#- 1. - , '-/- a c:>
Signature of Applicant Date
I
t
.
.
Scope of work:
Address: * Phone:-Al 5 - Or lJ
Owner: .
Contractor: ~ Phone:
FOUNDATION
-
Inspection card/approved plans on site Setbacks
"--_. Walls required steel placement
Footings: required steel placement
-- -----
Footings required width & depth Walls: required size
--- Bearing soil (soils analysis if applicable) Special inspector (when applicable)
,-
COMMENTS:
FOOTINGS APPROVED: r;t bY !iJl) JiI- ? L~o()WALLS APPROVED~ J 'I-/O-(J}O
FRAMING
--.....--
Electrical approved Plumbing & mechanical approved
---.- Floor joists and beams/proper clearance to earth
Crawl space access (min. 18 X 24)
,-- -----
Positive connections posts & beams Foundation vents
--- ----_.~-
Posts properly supported Anchor bolts: nuts & washers in place
--
Mudsill treated material Floor joists: size & span
-'-.'-'.-
Beams/girders: size & span Notching & drilling joists & beams, studs
_"M._
Smoke detectors: all required locations Exhaust fans: where required
._-----
Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom
_.~._-
Fans terminating directly outisde Range hood
- --------
Dryer exhaust vent All vent terminations: windows & property line
--- __ '_.n_.__~_
Fireplace combustion air Windows: meets egress requirements
,-- ---- ---------
Windows: proper U valve Windows safety glazed where required
------- .__._~_..-
Ceiling heights Stairs: headroom clearance
.--~._._-- .
Stairs rise & run; proper width Fireblocking: wall to ceiling, furred walls every 1 D'
-'.--- ----------- .-._-_....-~- ----------
Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers
-----
Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates
.----
Sheetrock backing Wall bracing
Rafters size/notching - - .--.------
Trusses: specs, bracing
- ---.-
Attic access Attic ventilation
---
Wail & roof sheathing Shear nailing
-- --.---
Building dried in
.
COMMENTS:
APPROVED: --/9...00
ENERGY CODE COMPLIANCE
Insulation: proper R value Insulation: proper fastening .
- -----
--_. Insulation: vapor barrier Bottom plates caulked to floors
--------
Penetrations caulked as reqllir~d ____ _____ Electr~cal boxes gasketed or caulked
. 6 mil black poly in crawl space I
COMMENTS:
UNDER FLOOR/FOUNDATION INSULATION APPROVED: --
WALL INSULATION APPROVED: CEILING INSULATION APPROVED:
~
MECHANICAL
I . Appliance clearance to combustiblesr I
Arpliance location and access, proper support
.-------. - '--.------Veliti.llg:-size &- SuPP(~ t --------.
Venti'l~r clearance to combustibles
--- Vent ternlination-----.-------------- - CCWllbustiooair:-
-----..-. .. '--'~------- --~ --~,------_.---_._--,_._-_.__..~---_.__._--
Ducts size & support Gas pipe under test
--.--.... ----.-.--------+--------.-
Gas pipe size & SUppolt Gas pipe. underground'min. 12" below grade
--------.-- --
Gas pipe within 6" or underground-coated Gas shutoff within 3' of appliance
-- Gas logs: damper permanently open
Gas logs safety shut-off
_.n~~_ _ ------ ._.~--
Woodstoves EPA certified Woodstoves & fireplaces: Tight-fitling doors
Wood stoves & fireplaces proper health Manufacturer's specs on site
--
Chimney liner: when required Chimney: separate flues when required
COMMENTS:
GAS PIPING APPROVED: FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
PLUMBING
DWV & water piping under test DWV: prorer grade
DWV proper sizing DWV: proper drainage fittings where required
DWV & water piping proper support DWV: required c1eanouts
+----
Vent termination All fixtures vented properly
Water supply proper sizing Shut-off valves on all fixtures
--
Water heater gate valve on cold water supply Vacuum breakers: where required
".---- ------- - -----
Water heater relief valve drain to outside Water heater: siesmic strap
----- .-. -~~-------_."
R-10 pad under water heater when required Water-piping insulated as required
--
Grease trapslinterceptors: where required PlOper indirect wastes where required
COMMENTS:
PLUMBING GROUNDWORK APPROVED: PLUMBING HOUGH-IN APPROVED
SHEETROCK
-
Proper fastening: nails-T o,c. horiz plane nails 8" o.c. vertical plane
Proper fastening: screws-12" o,c, horiz. plane (112") screws-12" o.c. horiz plane (1/2") 24" o,c. framing
Proper fastening: screws-16" o.c. vert plane (112") screws-12" o.c. vert plane (1/2") - 24" o,c. framing
~---
Proper fastening screws-12" 0 c. horiz. plane (5/8") screws-12" o.c. horiz. plane (5/8") - 24" o,c. framing
Proper fastening: screws- 16" a,c. vert. plane (5/8") screws-12" o,c, verI. plane (5/8") - 24" a,c, framing
Area & occupancy separation walls Draflstaps where required
--. --------------- ~~-- _._----,-~~--------------,---------------_._,_._---.
Usable space under stairs (5/8" required) Waterboard where required (not on ceiling)
-- -
Corridors
COMMENTS: -
SHEETROCK APPROVED:
FINAL
Energy code requirements met, exhaust fans Plumbing & mechanical
Garage/dwelling door self closing solid core Smoke detectors where required
-- .~-- ---
Handrails & guardrails, as required Fire ratings maintained
~~ ~----,--
Exit signs when required Emergency lighting when required
Occupant load posted when applicable Building weathertight
-- -_._~---
Wood siding to earth separation (6" Building Address posted
~--
Radon monitor when required
COMMENTS:
. b --/C(:Oe;- -
FINAL APPROVED:
~
-
~~'~~~r~
"'~'i.(lIT:VOF.aREME.ftTON~ 8U1LDIN'G':DEPART 'ENT' , . ..
..,:'~ . '.,."". . "'478-5275 - 286FQURT~, STREET;1aR,!;N1ERTON, ViA 9831 .,
;,;>:.t<'r .,'>:: '., .'. J . ....".': . ...... .... /7 ..f
J~~P~~JION REPORTu; PER~N~.IJt. ..... ....
thave' tl}\iS~!iYiinspect~d this structure and these premi$~sand havefotind.th~fOn~)~i"sfVi,()lations
()f City,County"a"~~o,r_~tate lawsgoverh,ingsame:,:' ..' : '. . . '7t;i'.>.>:;" . .
-i" ...." . ,J,:i::~;::~'"
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... ,-.,.v.,',j. .....~~ I~cl.~-e <r/f. k.:'~
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i: :.ix .....
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F
l ~
, ,
\ Y ouareherebynotifiedthat no more/work . shall be covered 'l!ipon' these premises u.,tJlthe above.
~lol~lonsar. ~~rrecl.d, When corre~IClns have been "1 ad. , caR for re-In~~
Doc, Not Remove ThiS Tag DATri/1J1ijf-Z---- . . ". .... '.' ...-
.' .;: . ; ........ .'. .' ...{..,. . ", .,./ I NSPECTOB FOR BUILDING DEPT. .
~';F
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~.";~lJ~Jf~t"~'~"M"""':!~r~~:~':~~'t~'l<\~",#\(j'~:1k'""l';;""'i:~!~"~!!'" , .,
.. ,.....:............~.~::t~::~ "CITY O~'>BREMER.TON....,$UjLpINGDEPARTMENT.
;:\ ......,.......;.. 'Z. '. ....... 478~52.75c.:.:~86 F'6UFliHStREEt;~FfEIiII~FlTON, W A 98310 "." '.""
'::X/ .;(~:~ :J:.t\~~~.~.! .:~!:::t};~.;',:.,.-. ' '.' ,- "-.', . ' -, - -.,_'.:-:;>.'(:;:.'.
:"":""lNSPliCrIONREPORT.i,,:">' .
",~. "::"'_"<'"."r_i-i'/ - " '-:,' __.:., ..,.,>:r':, '-,';~"" ",:::,-,: _ "_ " _ '-.' ,':'i' :,,.,:,;- ' .: ::' ...;. '~,-"
_."n";-'. '.' ','.
j:',;;;:,.>.... ... .il.havethi~'~ilViI1Spect~d this'structul'~ and these'p..~mises and have . fo~ndtl1efollowing\liolat.io.n$' .
j'; ,'of City, Coun~yand1or State laws {:Joverning same: '" . . '
"'j,"'," - .
ff;!~~!~/>h1t~ilt:~:~~i~7 4 t:;iJf: ~ jL .' . - .
. ::"- '-,. ',-,;.,
C~y~~\;~.~~
'E~;(j)p;r-~i}JlI' vr-J[}/rt> ;~~ ,. 'T'"" ~ r'""
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, --,' ,', ::.',> .:'~',~:;i;;'ii;~: <
l~,'h~t Sf,;p , ~,',. >,,-,/:-.-..~,~~~:,~::,-,
r/o(6.F . rvv~ · ....~...~ I/J - e..vG-'~ ItJ t '~~IZ~~"_
'. . f' I .,' '- '.': L '-,' :,.. 'f,.'
.' "" " -.;;,""'/ ':'"
Do NolRemoveThls Tag DATE'
__._ ___ ,~"_ "0.,". "_,_ "'.",.
~.. .
,
., " CITY OF BREMERTON - BUILDING D~PARTMENT
~ 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98310
'. "
INSPECTION "REPORT PERMIT NO. (3611
I have this day inspected this structure and these premises and have found the following violations
of City, County and/or State laws governing same:
D ~~e-1~7 /'l,,:r aokiR..J~~ LSt.e~" ~q: rc:, r7t...1.n~
~/ 5J"C<.ir~ll< /~ CDY~ · 0;/ ( ,be A-I" ~/(J ve.J. )
Dw~k m~fl y.&1-J-f .J;2:~1o avf?, ~ ~
. ~ (;,,< .s. hIV~~ ~' b
:'~~e 51. v r-e j t..{/t:;. II ~ Sf:.. LtNket" -~s~)
You are hereby notified that no more work shall be, covered upon these pre ises until ,the above
violations are corrected. When corrections have been made, call forre':'inspec n.
Do Not Remove This Tag DATE/&7Z-
~ ~ h /. ' . INSPECTOR FOR BUILDING DEPT
./ S :p a-j
~DF
~---
,
, .
~
I INSPECTION RECORD CARD
CITY OF BREMERTON BUIlDING DEPARTMENT 13617
PERMIT NUMBER
ADDRESS 6041 BLUE HERON PLACE (lOT 116)
OWNER HERB TEWKSBURY PHONE
i CONTRACTOR BEDFORD DEVELOPMENT PHONE
1 FOUNDA liON
1. PERMIT ON SITE . 7. CHECK FOR FILL
2. CHECK PLANS TO PERMIT 8. REQUIRED STEEL IN PLACE
3. CHECK SETBACKS 9. CHECK FIREPLACE FOOTING
4. PROPERTY STAKES 10. ANCOR BOLTS
5. FOOTING WIDTH & DEPTH 11. FOUNDATION VENTS
6. SOIL BEARING O.K. 12. CRAWL ACCESS
. COMMENTS:
FOUNDATION INSPE
APPROVED BY:
2A FRAMING 20. FIREBLOCKING
STAIRS
1. WIRING APPROVED DROP CEILINGS
2.FOUNDATION VENTS TUBS OR SHOWERS
3. SHIELD UNDER POSTS ROOF & CEILING LINES
4. POSITNE CONNECTIONS FURRED OUT AREAS
5. SOIL TO WOOD CLEARANCE FIREPLACE AT CEILINGS
6. BEAM SUPPORT HOLES PLUGGED TOP & BOTTOM
7. TR. MAT. NEXT TO CONC. LID IN VOIDS
8. WASHERS ON ANCHOR BOLTS 21. WINDOWS
9. BEAMS PROPER SIZE MEETS ENERGY CODE CLASS
10. FLOOR JOIST SPAN SAFETY GLAZING
11. NOTCHING & DRILLING REQUIRED ARE EXITS
12. STAIRS WINDOW SILL HEIGHT
WIDTH 22. CEILING HEIGHTS
RISE & RUN 23. SWAY BRACING
WINDERS 24. TRUSSES
LANDINGS PROPERLY INSTALLED
HEADROOM STAMPED
13. ATTIC VENTILATION (upper & lower) PROPERLY BRACED
14. CHIMNEY STRAPS SECURED 25. ATTIC ACCESS
15. FIREPLACE COMBUSTION AIR 26. RAFTER & JOIST SPAN
16. FANS VENTED TO OUTSIDE 27. ROOFING, FLASHING, SHEATHING
17. WATER CLOSET CLEARANCE 28. SIDING
18. SMOKE DETECTOR c ,~
19. SHEETROCK BACKING COMMENTS: ~ ~,~
UNDER STAIRS AS/-z- ~ "-
ABOVE GARAGE DOOR HANGERS < 5~
FRAMING INSPECTION
APPROVED BY: ~ ""''''/7,h z.. ( ~ ~/'f "'7~
-- e7'I."",~ ~& A6f'-
23 INSULA liON COMMENTS:
. c~ f'/J'f.$~* .Ju,-.f.s.1
city-ere+- ~)
1. PROPER R- VALUE
2. VAPOR BARRIER
3. PROPER FASTENING
INSULATION INSPECTI~N
I APPROVED BY: IfiL 'U, /tJ/I' t..- o
l
M MECHANICAL ~~ ,
HVAC APPROVED BY:
. 1. PERMIT ISSUED GAS PIPING APPROVED BY: /6~/~ ,
2. FURNACE LOCATION
3. FURNACE CLEARANCE WDST
4. 'B' VENT SIZING
5. 'B' VENT CLEARANCE 1. WOOD STOVE CLEARANCE
6. 'B' VENT SUPPORT 2. CHIMNEY CLEARANCE
7. COMBUSTION AIR 3. HEARTH EXTENSION
8. DUCT SIZING
9. DUCT SUPPORT 8.. JOINTS 4. CHIMNEY HEIGHT
10.GAS PIPING TEST WDST APPROVED BY:
11. GAS PIPE SIZING
12. GAS PIPE SUPPORT
COMMENTS:
I)
"') PLUMBING
- 1. PERMIT ISSUED 6. PROPER FfTTINGS
2. UNDER TEST 7. REQUIRED CLEANOUTS
3. WATER PIPE SIZING 8. PROPER GRADE
4. D'NV SIZING 9. HWT PRES. RELIEF VALVE & LINE
5. PROPER SUPPORT 10. SEISMIC STRAP
COMMENTS:
UNDERGROUND APPROVED ROUG~O~~
BY:
BY: ~ ~ ~
3 WALLBOARD 6. ARE SEPARATION IN GARAGE
1. LID OVER SIDES 7. ATTIC ACCESS
2. NAILING 8. DRAFT STOP IN A TIIC
3. W/R AT TUB OR SHOWER 9. PROPER CONST. OF FIRE WALLS
4.5/8 UNDER STAIRS 10. DROP CEILING 8.. LIGHTING
5. FURNACE ENCLOSURE
COMMENTS:
WALLBOARD APPROVED BY: ~/~ / (/ ~/; /~"L.-
4 FINAL
1. HANDRAILS 9. HOT WATER TANK PRL
2. GUARDRAILS . ,1 O. OUTSIDE GRADE
HEIGHT 11. SOIL TO SIDING CLEARANCE
INTERMEDIATE 12. SMOKE DETECTORS
3. EXHAUST FANS 13. FIREPLACE HEARTH
4. WATERPROOFING IN SHOWERS 14. SAFETY GLAZING
5. DISH'NASHER AIRGAP 15. INSULATION
6. FIRE DOORS WINDOWS MEET ENERGY CODE
LABLED AS REQUIRED UNDERFLOOR 8.. ATTICE INSUL.
SELF CLOSING WATER PIPE 8.. HEAT DUCTS
7. FIRE DAMPERS INSTALLED 16. WOODSTOVE APPROVED
8. PENETRATIONS IN FIRE WALLS 17. WINDOWS 8.. DOORS CAULKED
FINAL PLMB. APPA. (comm.) COMMENTS: ~~{t
FINAL MECH. APPR, (COm~ 'Iv ~ {I ('>/r-....
FINAL BUILDING APPR. I 1\
-.,.,. -,
- ' - ~
l ," .:.;,j
- _______m_____
rBOILDING PERMIT APPLICATION ... "'
. City of Bremerton, Washington 9~310 i . Phone: (206) 478-5281
Assessor's lax Account No.: S-Cl~OOo \ l<O Oc>O<::1' ,
Site Address: l..O'IIICP ~$tl>fL. Phone No.: ~73-Y0~~
Ownor's Numo: \-\~B '1T~~S BU.l?:.t._._._____._____.___AddlvUU: ,1tll..4-..~JJc.c.s~~._~~.~:~~-~ _:~~~.~-=:_.. .
--APPI~:~~~~"" ............ ..-.-,.-[]'..~~~:~'"'.~:~;=o,_... ...-."r~j~r~~lt:.:~.-....-....- '" . .- ... '~~:~t;~~t~;""- o Tenant
.-..-- ~ .. - -.- o_~., .,__.. .~__._ -
~
Architoct Finn: ~~ptJArJ t>e'$\Cr~__.______ ,_____.__.._ nopluuontullvu: .....______._____ ,
Addross: 8R&iV\~"',J Phone: '''31'?:> 70 l 3
.. w__w.~..,_O_"~_M____'_ ..._.__ ...__...~_.__,,__..,,~__~__... --..... .~ -........ .-::---~~;~:=~-:-.::--:_=:~_:::.~--.,..~=:~";:;.;.;;.o.;"=.,,..;:..:.~--:=__.~-'::--:'. .-"'=~.:.~,..;.;.;;..=";'-','..:..;::;."""_"''"_~c...:..;.;., ~ ..
Contractor: ~fl:> \:::"O(2.D 'DG:J€W~"1 Representative: uJA't~1Z \Jlre6-l~
Address: -f 0 P.I!>"'f t14D 51 LV6ltt>A.LJ2.. wA'f S1~ uJA,1 Phone: (UI.;).. Iq 44
Contractor's License No.: BED ~l:>"*~?fP~ . Exp. Date:dgl~ ~
,_ M~._ _...._~._---_.. ~ '~'__'M._O'~''''''_. ~_ _~.~__~....".~.....'O__ ._'-,,,..._'^._.... _._ "~....__....._.,,._._,...~.~"'_...__,,_..."__..'_.."'~_.,_._~ .H'_'. _,^___' ____ .__ __ ._. __ -- .-- -. ~~ -
~-,,---_._-- .
o Residence o Businoss o Othor: 'NOW o Repair o RemodellAddn
o Demolish o Duplex o Multi-Family (No. units o Sign o Parking Lot
)
o Grading (cu. yds ) o Bldg. Move
Nature of Work Proposed: . rJ 8u.) K~ l1>~c:..B-
,,.-~- --
-~-"'._----.............--'---r--._-_.._..._...._-...,..""....._-----,...... --.
Sq. Ft.:
,,_.___'~.~~ _._ _.. 0' _ ___4~4_'N',"'_ .._ "'.~._._" .. .".___..~~.....~..,..._~___.. _ ,. , ''';:''';;'';';;;;';';~;:;'..~';';'; ,.._ ,,' . .." ,~_..~~_ w' _."...:..~:..:;;,~~.~.;;..:..:..:;~~;;,;~ ~;..:~:;:.~,.__~... . .... . "". ._:..;..~::.:::~:~.:.;;:..;;.~~.;::::~,._ _ _ ." _. ~_._ ....+-_.~---_.~-..._,-_.
Utilities: ,EJ _Water o Waste o Sewer o Septic )8J New o Existing o Storm
"._n .*" _ .-
Valuation of Materials/Labor: Plan Review Fee: Permit Foe: Surcharges:
IUBC Soc. 304(b)] $ $
State $4.500
Receipt No.: Receipt No.:
Date: _ Date:
"O_O_WO_'_ "4~"..__,_ ,.,,__..,_~,,~._... ...._~,__.____._,_.....,.~___"._~. -'_ .., '~"""_"'...,._..._.'__" ".~,,, ,,,_n",,,...".,."_' ...."._~o...",~.u...,..... ._ _. ,,'"'''''''' . ." .. , +', ~. '.'. - ''''"..., ,. " '-- .- ~- ,,-- , .,----..._,"
.__.__.._________..__w.__......,.
Zone Designation: SF' Occupancy Classification (UBC): No. Storios: -L
Setbacks: Front: .;J.(];;) I I I \
...... Side: S- Rear: 40;- . Height: \5 Heat Source: M"S RJW.
Comments/Conditions of Approval:
.
.'.~. -- ..-......- ... .,-,.- . _._ "'''0' ...__.......~ .." ~~_~_..
. I understand that applications for which no permit is issued within 180 days following dat~'
of application shall expire by limitation, plans and/or other data submitted may be returned
to applicant or destroyed by tho Building Official. (Sec. 304(d)UBC). I certify that the
information on this application furnished by me i!:l true and corr<.:ct and that thi.; appliCable.:
requirements Ob the City of Bremerton will be met. )
,,-signature Date
Copies to: White-owner; Yellow-tile: Pink-Assessor: Goldenrod-Building Stat. Code r~
. .PERMIT A.P,PLI CATION
. CITY OF BRENlERTON BUILDING DEPARTMENT
PHONE: 478-5281
- t
l.Oltt(p "DCCtLSt'DfZ.- -501d-OoO He" ~oo~
SITE ADDRESS ASSESSOR'S N:.cr, _
~~?, "'"{"EU)\?,'":) P,v (L'1 Aft ,}:::.so3 ~{zLA,..,J) vr 30lQ A-lIfsl,,,'J>It. ~T~'3()3 ~ faHE:t:r'DAI" Wit
OWNLH MAIl. AlJlJhl.l.lb ;'::1,. I'HOHll
"beDFO~ l>E1J1if P:1P t11~...eC[~ " l:7t\C) ~lLV~U! ~,_5\Wati>ALfL EPI>B!:>'D:'k
CONTAACTOR MAIl.. ADUH411 /oiHDNU L'(;liN~i ~o,
Class of work: ~ NEW o ADDITION o ALTERATION o REPAIR
~ MECHANICAL ~ PLUMBING
COMMENTS
No. lYpe 01 Equipment Fee No. lYpe 01 Fixture or lIem Fee
C:> STOVES Gas_ Oil_ Wood_ ~ WATER CLOSET (TOilET)
I FIREPLACE INSERT ",""",~'""l,'~"',~,,,~.~~ ~ BATHTUB >. " -~
\ FURNACE Gas (Nat..5- LPG._) Oil_ ,3 LAVATORY (WASH BASIN)
Wood add on_ Other_ Electric__ SHOWER ....-
BTU asooo I KITCHEN SINK & DISPOSAL
Type: Up f1ow,X.... Down f1ow_ I DISHWASHER
Horlzonlal":"- Wall..c- I LAUNDRY TRAY
CONVERSION BURNER: Oas_ (Nul._.. lP __.) t. CLOTHES WASHER -
Undtr 100,000"':"'- Over 100,000.0'_ I WAfER HEATEn .
011_ URINAL.
UNIT HEATER BTU_ Oas_ Eh~c._ DRINKING FOUNTAIN
BOILER Gas--,- 011---, Electrlc_ FLOOR - SINK OR DRAIN
Olher_ HP_ SLOP SINK
GAS SYSTEM Max. 5 outlet Total..a:.. WATER PIPING 8. TREATING EQUIP.
EVAPORATION COOLERS Rool_ Wall_ WASTE INTERCEPTER (Grease)
BTU_ VACUUM BREAKERS & BLACKFLOW DEVICE
AC UNIT Eluclric~_ OIUI Eloc. Combo_. LAWN SPRINKI.ER SYSTEM -
BTU_ SWIMMING POOL - Privato_ Public_
HEAT PUMP Single Package_ Split- GROUNDWORK
Add on_ BTU Ton_ SUMP
MIXING OR REHEAT BOX CFM_ BTU_ ALTERATION
AIR HANDLING UNIT CMF _ BTU_ KIDNEY MACHINE
FANS Exhaus~ Supply_ Bath..}C
RANGE HOOD Resldentlal~ Comm.~ PERMIT $
ROOF DRAINS 'J~S ~ TOTAL $
CLOTHES DRYER Res.~ Comm._ NOTICE
INCINERATOR THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
ALTERATION TO DUCT SYSTEM IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS SUS-
Heating/Coolin9-- Exhaust- PENOED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK
IS COMMENCED.
TANKS Oil_ G,as--:- Propane wlOK I HEREIN CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
- from Fire Dept._ Gallons KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND
REFRIGERATION UNIT ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WHETHER
SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME
PERMIT $ _ TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
TOTAL FEE $ STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF
CONSTRUCTION.
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)
FINAL APPROVAL
SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE)
RECEIPT NO. PERMIT
(Whllll-ORIGINAL, Yllllow-INSPECTOR, Pink-APPLICANT)
" - " w ~ Co\". "W V I "W" c:. ....c'" . nil"" .. L,;;,1""'l ~ i""'w.1i ~ iii -.-_ ~..-.. II .. '---' jj -
..... ~~ I Effective .
. . July 1, 1991
A. own.or:~6 "\17:.uJ~S6U~'f. Phono: ~73r-210<6d-
. " Ownor's Address: '30 N Aus-l;" 1>t.Apt E 30~ City: ~€rn 6ft 'TO t-J Zip: 9"3/Z.
B. Builder: ~~DfD~!) \)F.JJ6LOfVn~ Phone: cPq8-1q~
Builder Address: ~ ~)\ \/C\ 0 'Sl/..ODi2-~ut. OlJ!tity: S\LV~/lJ1L Zip: q'lt?>~-\I~D
C. Typo ot Conutructlon: ~ Addition Ramodal Othor:
D. Total Heated Sq. Ft.: "en d Total GlazJng Sq. Ft. 111II 3~
E. Heating System Type: t3rAS WAf!...M,A.\~:
F. Vapor Barrier Walls and Vaulted Ceiling: (Choose ono)
~Kratt Papor o Vapor Barrier Paint 04 mil poly
G. 6 mil Black Poly required In crawlspace
Brand/Model
H. Brand/Model ot Windows: U IV AWIV\U.N M Extorlor Doors: Sn..rJJ-F--'1 STGIZ:L IIJ$.JLA~D
I. Compllanco Options: Indlcato which onorgy option you inlond to uso. You must use all 0' anyone
option, you cannot mix. If one 0' these will not be used, you must provide the Building Department with
a heat loss calculation, the analysts name and phone number must be included with the heat loss
(:alculation.
OPTIONS GLAZING GLAZING DOORS CEILING VAULTED WALL WALL - iot WALL - ext FLOOR SLAB
X fLOOR U-VALUE U-VALUE CEILING APOVE DELOW DELOW ON
AREA GRADE GRADE GRADE GRADE
...---..-.----..--------.....-....----.-.------.-..-.----.....----............--..---......--.----.....--......-.
o 1. 10X 0.70 0.40 R-30 R-30 R-15 R-15 R-10 R-19 R-10
o 2. l2X 0.65 0_40 R-30 R-30 R-1S R-15 R-10 R-19 R-10
03. 21X 0.75 0.40 R-30 R-30 R-19 R-19 R-10 R-19 R-l0
04. 21X 0.65 0.40 R-30 R-30 R-19 R-19 R-l0 R-19 R-l0
IS 5. 21=-: 0.60 0.40 R-30 R-30 R-W R-19 R-l0 R-19 R-l0
06. 25X 0.50 0.40 R-38 R-30 R-19 R-19 R-l0 R-25 R-l0
07. 30X 0.45 0.40 . R-30 R-30 R-19 R-19 R-10 R-2S R-10
J. Whole House Ventilation. Outdoor air shall be supplied to the condltlonod spaco at the rate 0' 15 cfm
for ~ bedroom plus 15 cfm for the remaining living area.
FRESH AIR INTAKE: (Choose one) )!J Window Ports o Wall Ports o M~e-up Air '
Through Furnace
K Whole House Fan. The Whole House Fan requires an automatic timer with a manuaJ override and must
exhaust 15 cfm per bedroom plus 15 cfm. For example: a 75 cfm spot ventilation fan in a bathroom would
be adequate for a 4 bedroom or less home. Fan must be 1.5 sones (sound rating indlcaUng a quiet tan) or
less.
LOCATION OF WHOLE-HOUSE FAN: (Choose one)
)a:' CentraJ Bathroom 0 CentraJ HaJlway o Remote (Manifolded)
This application, along wllh a glazing schedule, must be complete for a building permit_
KITSAP COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
~
./ . ~/~~l'OC'Ue!a5 Sue!Ing Glass DOOrs ane! Franco DOOrs)
.
'.
p.REA IN
"MOt)ET~ 1'1''!o'e u_V'Ilo.'LUE sItE S '1'
BMNt)
iJ ty f:>.l-tJ1\^ ,,\ t-\~'I- ,-sO \D "'50 ~ E-t.JT9- 'i
ALL O..,\T? \~ ~C\ 5 aL\ L-\O 'IL~
,st2 50 50 ;:,5 uJ a...W'
,50 L.\. tl '5 ... dL\ Lll)f.,,~ \
. L..\ L\ 1(: 50 ?>o I IV n..~
(9 \0 &..\\ "'h\~ 1<,.,VV'
,53 r~ ~
,'-\4 '80 l..\-o 5d- CA-~ ~~
0 \0 '-\\ ~iLM. IL'IfV\
,5:' (p (p
;l~ C) \0 ~\t->~
,~ S
,SO L\t.1 50 ~3 t>lfJ~
,'50 d?J 50 \0 1:> \ fJ 'O:-T"t'"l? '
.c;"O '?:>o ~o ,~q ~t~~~
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au IL RT' M ...E NT
PER ,HI T.
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Applicat;ion 07/02/1992 Application Number 92AP05383
Is.~ue Date, .' .... 07/2811992 ,Permit Numher 13617
AssessorA.cct# 5092.:,000....116-0009. P:rojectGro\lp
61 teLocation . ...... 6041BI"UE HERON Pt,ACE .' . .
. Own.er-LastNailleT,EWKSBURY Firs t HERB
Stte.et.3014 " AUSTIN D:R . Aprr E303
- City BREMERTON State WA Zip 98312
- ~hone (206) 373::,-4082
'I'epan t.,s Name Phone (206)
Agept',sN'aroe Phone(206)
ArchitelZt'sNa~e ] Sign,
[X] Building [ ] Grading [ [ ]
rXJM~cha'llical ( J Move~ui Iding r . J Butni:ng LJ
[X J,p liuol>ing [ J Mobile Home ( ] r~and Cl ear [ ]
. ' . ,
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C9ntt a.ct 0':(
'Street. .
City
Phone
'Repr~13en1;ative
.8t at ~ Li cens e" BEDFOD*094P5. Expiration
Cityticense" Expiration
$1,02000.00
9 ,Census . Tract.
ConstructioIl
Type
ResiCll?nce [X] Zoning. Foundation [iKJ
'B~sine$s ( ] Type Framing .... [X],
,Of.h.er L J. Insul a't.ic>n LX]
.New [X] Plumbing'. [X]
Repair L ] . . Mecha:nfdal [X]
~em()del [] Warlh6~rd [.X]
Addi tion[] 'Final [XJ
------;;;C;-..~ -----;l?proVed By:
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ER o N B\U J. PAR T ME NT l
AN reA L P'E R M IT. AP PL I CAT. ION
by owner..
stove,s
FirePlace Inserts
Furnaces
B(trners
Heaters
,Boilers
1 Gas Outlets
Cooler.s
Air Conditioning Units
Heat.Pumps
R e" H ea tBoJt es
Air Handling'Units
Fans,
~ange.Hoods
Dryers
'lncinerator$
.Alterations
TcUlks
Refri9~ration Uni'ts.
other. Items
~"' , : ,,\i;"~l:ll'W~r.~~tll<YM!,W'l,:~)Jlit(':iI!,\iI"~ r:", ll~~'W)i'o/~f'1r,\II-:r,?~~,,;,,~,;"'\:lJV\\;'l{ i,.' ,-~~ ~
REM ~'R TON. 13 D E P A RTM E N T
P I. U M.B I N G PERM I T ~ P P L I CAT ION
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Applicatit.:m :Number 92A.Po.S383
completed by owner.
3 Toilets
2 Bathtubs
3 Basins
Showers
Kitchen Sinks
))i shwashers
Laundry Trays
Clothes Washers
Water Heat,ars
Urinals
Drinking Fount.ains
Prains
Slop. Sinks
Wa~erPipfn9
Interceptors
VactiUmBreaker
Lawn Sprinkler
rireSprinJtler
Private Pools
Semi--Privatepools
PublidPools
Groundwor}t
Sumps
'Alterations
Kidney Machines
Private Hot Tubs
Semi-Private Hot Tubs
Public Hot Tubs
other Options
, , . , ' , , ' " ..' ,'- ,~. .
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E: P
T r 0 N S M I
I
"
r Application Number 92AP05383
f Permit Number 13617
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. -,' " ,
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revi$ed.
I
I ~ater sball be allowea to
I propertiesotthe
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'.,
[ Need. t.a, obtain" driveway permi t from Engineering
ob-tain permit, contractor
$21'. (),Opet"mitfee .
d:fst,an.ceftom property 1 irle to driveway is
Owner shall verify ,that
dtiveway/locationarecompatibl e (vehiel e 'turn radius
from9rivewayfits into garage)
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