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2112 S Cherry St - Building
O ELECTRICAL PERMIT t CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 10-00000846 Date 8/12/10 Application pin number . . . 717336 REPORT STATE SALES TAX Property Address . . . . 2112 S CHERRY ST ASSESSOR PARCEL NUMBER: 06-30-09-5-2-1425-0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of.Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 12 circuits kitchen bath rem6del ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALYSON KAY KASSINGER SIMPSON ELECTRIC 2112 S CHERRY ST 243036 W HWY 101 PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 452-7631 (360) 457-9270 ---------- ------ - — --- Permit . . . . ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 171256 (� 1 Permit Fee . . . . 102.10 Plan Check Fee . . .00 J �! Issue Date . . . 8/12/10 Valuation . . . . 0 Expiration Date . . 2/08/11 Qty Unit Charge Per Extension 1.00 73.5000 ECH EL-BRANCH CIRCUIT WO/FEEDER 73.50 11.00 2.6000 ECH EL-ECH ADDNT BRANCH CIRCUIT 28.60 n ----- ---------------- - - - ------- -------- - ----- -- 1 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------- T Permit Fee Total 102.10 102.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 102.10 102.10 .00 .00 1 � INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE q2Z [Q ROUGH-IN ,1 b7 FINAIM I MP L l hf L lo PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: i rvdr.i.�! Q C.TTY OF PORT .ANGELES PERMIT A.PPLTCAT><ON AUG 11 2009 Building DivisionMlectriml inspection,,, 321 East Fifth Street_p,0-Bnx 1150/tort A ELECTRICAL I Angeles Washington,98362 �1� -- Ph: (36c0))417-473S Fax: (360)417-47x.1 INSPECTIONS `` _ Date:U ✓ �� Q .{► 1 1 &2 Single Family Dwelling Multi-Family or Commerclar — Commercial Addition/Alteration Remodel/Repair* V "Plan Review May Be R quired ase C m lets EI ctrlcal P a Review Information Sheat P Job Address; '- " �� �A Building Square Footage; S Cr �- Jj'• Description of above -SfJIJS � . Omer info ation Name; Contracto Information Mailing A �a Name; [-" ci/i'��e G L Phone: ala"' Zlp; CIttIing As: 1-7.��- ax o StAte Zlp; License#!Exp. Phone: 5�_9 .20 Fax: LicenseI"T-- Item Unit Charge 7— Service/Feeder 200 Amp, $119.90 otal$ Multi. ed tu Unit Chame Servlce/Feader 201.400 Amp, 0 $145.5 Servlce/Feeder401-600 Amp $204.50 Service/Feeder 601-1000 Amp, $267..20 $ Service/Feeder over 1000 Amp. $372. 50 Branch Circuit W1 Service Feeder $ 2.60 Branch Circuit W/0 Service Feeder $ 22.6,60 ~' Each Additional Branch Circuit $ 0 l Y,� Temp.Service/Feeder 200 Amp, Temp.Servlce/Feeder 201400 Amp. $ 92.70 $ 4 Temp,Ssrvice/Feeder 401.600 Amp. $148.70 Temp.Service/Feeder 601-1000 Amp. 7.90 $16 Portal to Portal hourly $ 6.90 Sign/Outllne Lighting $ 88.20 $— Signal Circ uit/Limiled Energy/First 1500 sf-Commercial $ 95.90 Note: $-- $5.00 for each additional'1500 sf $ Signal Circuit/Limited Energy-1&2 Family Dwelling $ 63.90 Signal Circuit/Limited Energy-Multi-Family Dwelling $ 63,90 $ Manufactured Home Connection $119.90 Renewable Electrical Energy-5KVA System or Less $102.30 Thermostat $ 56.00 CONSTRUCTION ONI,v: :6 First 1300 Square Ft, $110.30 Each Additional 500 Square Ft.or Portion of $- 35,20 — tG Each Outbuilding or Detached Garage $ 73.50 Each Swimming Pool'or Hot Tub $110.30 t;. total Owner as defined by RCW,19.28,261:(1)Owner will occupy the structure for two years after this electrical rrrrnrit is finalized. � to hire an electrical contractor If above said property is for sale,rent or lease.Permit expires after six months of last inspection.2 Jwner 1s required After reading the above statement,I hereby certify that I am the owner of the above named property or a IlMnsed electrical coni:,ctor.I am making the electrical installation or alteration in compliance with the electrical laws,N.E.C.,RCW_Chapter 19.28,1hrAC, Chapter 296.41?3 The Clty of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.650 regarding Electrical Permit Applications, Signa of owner,electrical c ctor or electrical adminIstli tor: 0 Cneh 0 Chock � �Credit Girtl rr --� 01In1r?.010 PREPARED 7/20/11 8 09 17 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/20/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll BL3 03 3/07/11 JLL BLDG FRAMING 3/07/11 AP March 4 2011 3 01 38 PM 1pangrle CLIFF 460 1192 FRAMING PHASE 2 OF THIS PROJECT March 7 2011 4 33 33 PM jlierly BL99 02 7/20/11 BLDG FINAL July 20 2011 8 07 08 AM 1pangrle KAY 452 7631 EXT 41 BUILDING FINAL PERMIT ME 00 MECHANICAL ERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 02 8/27/10 JLL MECHANICAL GAS LINE TIME 01 00 8/27/10 AP August 26 2010 3 57 24 PM 1pangrle GARY 477 7337 GAS LINE AFTERNOON August 27 2010 4 39 20 PM jlierly ME99 01 2/04/11 JLL MECHANICAL FINAL 2/04/11 AP February 4 2011 8 12 02 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION (MECHANICAL FINAL.) February 4 2011 3 57 41 PM jlierly This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll ME6 02 5/27/11 PB MECHANICAL GAS LINE 5/27/11 AP May 26 2011 3 56 28 PM 1pangrle MIKE 477 9773 GAS LINE THE GUAGE IS ON THE NORTH SIDE OF THE HOUSE May 27 2011 4 43 53 PM pbarthol ME99 02 7/20/11 MECHANICAL FINAL July 20 2011 8 07 55 AM 1pangrle KAY 452 7631 EXT 41 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CONTINUED ONTO NEXT PAGE PREPARED 7/20/11 8 09 17 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/20/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME O1 00 8/12/10 AP August 11 2010 9 40 50 AM 1pangrle MIKE 477 9773 ROUGH IN PLUMBING AFTERNOON August 12 2010 9 23 17 AM pbarthol PL2 02 8/27/10 JLL PLUMBING ROUGH IN TIME O1 00 8/27/10 AP August 26 2010 3 56 56 PM 1pangrle GARY 477 7337 ROUGH IN PLUMBING AFTERNOON August 27 2010 4 39 20 PM jlierly PL99 01 2/04/11 JLL PLUMBING FINAL 2/04/11 AP February 4 2011 8 12 25 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION (PLUMBING FINAL) February 4 2011 3 57 41 PM jlierly This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll PL2 03 3/07/11 JLL PLUMBING ROUGH IN 3/07/11 AP March 4 2011 3 02 42 PM 1pangrle CLIFF 460 1192 ROUGH IN PLUMBING PHASE 2 OF THIS PROJECT March 7 2011 4 33 33 PM jlierly PL2 04 3/24/11 JLL PLUMBING ROUGH IN 3/24/11 AP March 24 2011 8 26 22 AM pbarthol Cliff 457 6950 March 24 2011 4 27 26 PM jlierly PL99 02 7/20/11 PLUMBING FINAL July 20 2011 8 08 14 AM 1pangrle KAY 452 7631 EXT 41 PLUMBING FINAL COMMENTS AND NOTES PREPARED 5/27/11 8 35 58 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/27/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT ME 00 MECHANICAL PERMIT --_ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS MEG O1 8/27/10 JLL MECHANICAL GAS LINE TIME O1 00 8/27/10 AP August 26 2010 3 57 24 PM 1pangrle GARY 477 7337 GAS LINE AFTERNOON August 27 2010 4 39 20 PM jlierly ME99 01 2/04/11 JLL MECHANICAL FINAL 2/04/11 AP February 4 2011 8 12 02 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION' (MECHANICAL FINAL?) February 4 2011 3 57 41 PM jlierly This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll MEG 02 5/27/11 JLL MECHANICAL GAS LINE May 26 2011 3 56 28 PM 1pangrle MIKE 477 9773 GAS LINE THE GUAGE IS ON THE NORTH SIDE OF THE HOUSE COMMENTS AND NOTES PREPARED 3/24/11 8 46 16 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME 01 00 8/12/10 AP August 11 2010 9 40 50 AM 1pangrle MIKE 477 9773 ROUGH IN PLUMBING AFTERNOON August 12 2010 9 23 17 AM pbarthol PL2 02 8/27/10 JLL PLUMBING ROUGH IN TIME 01 00 8/27/10 AP August 26 2010 3 56 56 PM 1pangrle GARY 477 7337 ROUGH IN PLUMBING AFTERNOON August 27 2010 4 39 20 PM jlierly PL99 01 2/04/11 JLL PLUMBING FINAL 2/04/11 AP February 4 2011 8 12 25 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION (PLUMBING FINAL) February 4 2011 3 57 41 PM jlierly This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll PL2 03 3/07/11 JLL PLUMBING ROUGH IN 3/07/11 AP March 4 2011 3 02 42 PM 1pangrle CLIFF 460 1192 ROUGH IN PLUMBING PHASE 2 OF THIS PROJECT March 7 2011 4 33 33 PM jlierly PL2 04 3/24/11 L PLUMBING ROUGH IN March 24 2011 8 26 22 AM pbarthol Cliff 457 6950 COMMENTS AND NOTES PREPARED 3/07/11 9 25 52 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/07/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll BL3 03 3/07/11 J L BLDG FRAMING March 4 2011 3 01 38 PM 1pangrle CLIFF 460 1192 FRAMING PHASE 2 OF THIS PROJECT PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME O1 00 8/12/10 AP August 11 2010 9 40 50 AM 1pangrle MIKE 477 9773 ROUGH INPLUMBING AFTERNOON August 12 2010 9 23 17 AM pbarthol PL2 02 8/27/10 JLL PLUMBING ROUGH IN TIME O1 00 8/27/10 AP August 26 2010 3 56 56 PM 1pangrle GARY 477 7337 ROUGH IN PLUMBING AFTERNOON August 27 2010 4 39 20 PM jlierly PL99 01 2/04/11 JLL PLUMBING FINAL 2/04/11 AP February 4 2011 8 12 25 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION' (PLUMBING FINAL') February 4 2011 3 57 41 PM jlierly This inspection was for the occupancy of the new kitchen and bedroom area of the remodel Removal of the existing kitchen and constructing the laundry room in its place will be the next phase of this permit and will continue on this same permit /jll PL2 03 3/07/11PLUMBING ROUGH IN March 4 2011 3 02 42 PM 1pangrle CLIFF 460 1192 ROUGH IN PLUMBING PAO PHASE 2 OF THIS PROJECT COMMENTS AND NOTES r NOTES Permit# 1 `0 5 Z 0n 4 J&Lt IT, ra L r -2. Ll1 I�'�l i xm L Q - l0 (moo (abs .J, Dk0neA - C1Lf--F a - 460 - llgZ cr,� sICe.� kL►� wh�� 41 0!mp� s a. -�Myy-\kh 'q rouo�\-ivl O �L)ML>tv�5 ' y b e V VV49 At-I e � �, �I�c�sP.S P h.a��e 6 ine, w�s ��O I o z-LOLI I II o v\- 't'W o na(IA - -H-) e- o— Pren 1 fyo n-� 1 vl-e 1 c-50--fi ck e_ ai -Cc k Vp-- (oox 4 u i T C T Forms/Building Division/Notes Page 1 of 1 kkassinger@hacc-housing org From: <kkassinger@hacc-housing org> To: Jim Lierly' <jlierly@cityofpa.us> Sent: Friday March 04 2011 8:29 AM Attach Pad Pictures 2112 S Chery St.pdf Subject: Fw- 2112 S Cherry Pad photos Original Message From kkassinger@hacc-housing To Jim Lierly Sent: Wednesday March 02, 2011 9:28 AM Subject: Fw- 2112 S Cherry Pad photos Hi Jim, Left you a voice mail but am off to a meeting in half an hour so thought I would forward the pictures and Annie O Rourke s comments What is the next step before we move on to setting the post and beam? Thanks! Kay Kassinger --- Original Message-- From: Annie O'Rourke To kkassinger&hacc-housing.org Sent: Wednesday March 02 2011 8 55 AM Subject: Re 2112 S Cherry Pad photos Hi Kay (� These look fine I'd approve it! Forward these off to Jim and see if he'll let you proceed \ Annie Original Message--From kkassinger@hacc-housing org To Annie O'Rourke Cc. Sent: Wednesday March 02 2011 8 11 AM FILE C Subject: 2112 S Cherry Pad photos Annie, Take a look at the photos of the concrete pad poured for my remodel by Cliff Smith Construction and let me know what you think. �^ Kay Kassinger Director of Acquisition and Development Housing Authority of the County of Clallam 2603 South Francis Street Port Angeles WA 98362 360-452-7631 ext 41 360-452-9468 fax 3/4/2011 pig VOW 3' y � _ •��, y S rte;-„,, And 6` is dktAkli5 +, •`t; qqy,� i lL '� `��.,A,�x 6%X�" � `� dal.$ •' .,•� a i?, ' 'd ''' ���` t yz" zap + ' ^C:� T b ry�r bM& E 41 :�"� .� III' .} "SN ',�.�' •�, ale UPI '`N•`€`: � �� � i SII IM1�pw��u�E i4lji�ril;. f' zm x„ Of JIW�'. al ¢" r _�, Fie � fi fl sq- owl r OlyPen Webmail - Page 1 of 1 From. kkassmger@hacc-housmg.org <kkassinger@hacc-housing.org> To. Kay Subject- Fw• Kassinger 2112 S Cherry Street Beam installation Date: 03/03/11 14.31 Attachments Filename (Download) Size Type Beam installation 006. pg❑ 109 Kb image/JPEG Beam installation 005.j_pg❑ 102 Kb image/JPEG Beam installation 004j.pg❑ 89 Kb image/JPEG Beam installation 003jpg❑ 89 Kb image/JPEG Beam installation 002jpg❑ 62 Kb image/JPEG Beam nstallat on_OOldpg❑ 77 Kb image/JPEG Beam installation 007.ipg❑ 108 Kb image/JPEG Original Message --- From kkassinger@hacc-housing_org To Jim Lierly_ Cc. Kay Sent: Thursday March 03 2011 8 14 AM Subject: Kassinger 2112 S Cherry Street Beam installation Jim Attached are photos of the installed beam for your review and records prior to the call-in for a framing inspection. Regards Kay Kassinger y r" N 1 V ' FILE COPY http.//webmail.olypen.com/index.php?_sid=(4D71178649469-4D711786494CF-1299257222}&m. 3/4/2011 NP, low low IP �5. 9��' II .4� � .r� �`Lr � ,, �, , �,. f. � ^`�, n:R �,,� �, '. �� f�� F .�* 1'F ,. 8� y �- „��. .� i :�. "`��"' I ,,�. -� � �. ��,� ] (\, /^+ ilk �z. \ /` . � «\ y . [ � � . / ^`A- v^ ~ . '�"� �9� w ��� ��.: �,� � ilk tib' '� .` �?'GY; � � . � { � r, #W f�, :� �� �. _x <� � k �� a K e� � � � �" � � �,� ., �� �..+ .�' � c �. �;�� 'Prof -Ne A�Gy% w ew- most -4c -4*AZ -DZ4 --- ------- r-o rrS rc -s•e AAr L r rLA4r /8 r9 irrC A /%I rill P-1 r&IR-A REJIUCI''[I 1'' 1V Mr:V"V/CVV L7U/UCLIIYC'J y OF P0R'1 qN�_�`� City Of Part Angers Building Division � 32' E 5t" St. P®rt Angeles, WA 98362 PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction. All codes must be complied with (Please read and follow each item ) SPECIAL NOTE . Check item #59 first to see if engineerinq will be needed because of lateral design issues. GENERAL. 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining walls Occupancy of the home will not be allowed until there are no slopes.steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self-furring or furred-out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY 3 Inspection of shear wall nailing roof sheathing to blocking nailing and hold downs must be requested in addition to standard inspections and before such items are covered up Please specify shear nail roof nail or hold-down inspection when you request these they may be done simultaneously if ready 4 This plan is approved for OSB or plywood exterior wall sheathing only unless the approved plans .at the time of permit issuance reflect other materials being used Any change to wall sheathing material after (> permit issuance must be submitted to the city for review prior to installation An additional plan review fee will be assessed 5. *Tyvek" or equal approved weather resistive barrier (15# felt is OK) required on the exterior side of all walls regardless of the type of siding used This includes garage walls gable portion of end walls and cripple walls (at stepped foundation conditions) Apply over exterior sheathing or over studs in single-wall construction T 1-11 or similar panel.siding must have 'Tyvek' or equal over the.studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of'house plan must match site plan dimensions Verify any special requirements for buildings located close to property lines R302 'wilding/1-tandouts/Residential Plan ; view GUi� dines (Rev 03-18-09) Page 1 of 8 LIFE-SAFETY & MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net Maar opening 24 min height 20" min width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall.be used in windows that are (R308 4) • Adjacent to a door (24" arc of either edge of the door in.a closed position) • That are closer than 18"to floor (AND individual.pane is more than 9 s f 'top edge more than 36" a f f and walking surface within 36" horizontally of the window in question) • Walls enclosing a tub or shower (AND within 60" of the drain or within-60" of walking.surface) R308 4 • Adjacent to stairways landings and ramps within 36' horizontally of a walking surface (AND less than 60' a.f f of the walking surface) • Adjacent to stairways within 60" of the bottom tread of the stair in any direction (AND less than. 60" a f f) 10 Under-stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls a.nd underside of the stairway R311 2.2 11 Stairways shall have 10" min. tread and 7 3/4" max. rise R311 5 12. Provide 36" high guards (with 4" max. spacing on rails) at porches balconies and raised floor surfaces more than 30' above adjacent ground or floor R312 1 13. Smoke detectors required. at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back-up R3131 14 Garage/house separation wall is 1/2' GWB door must be 20 min rated or 1 3/8" solid-core If living space above use 5/8" GWB Type "X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts in garage must be 26-gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from. inside (or have motion-activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305-1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18.All footings including exterior isolated pad footings must have a 24 (min ) depth from the bottom of the footing to finished'grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401.2 & R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6" in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal ,Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building/Handoff is/Reside. hal Plan Review Guidelines (Rev 03-18-09) PagF 2 of 8 22. Wood sill plates of all exterior walls interior bearing walls (slab-on-grade) and interior shear walls (slab-on- grade) must be anchored to foundation or slab with '/2 X 10' J-bolts with a 2' X 2" X 3/16' plate washer Anchor bolts to be placed a maximum of 12" and no closer than 3 '/" from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet.apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23. 6" clearance required from finish grade to foundation mudsill plate R319 24 3 1/2" (min ) thickness for all concrete slabs-on-grade R506 1 25. Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in height) • Footing supporting single story- 12" wide X 6 thick. • Foundation wall supporting single story- 6' thick • Footing supporting two stories- 15' wide X 7"thick. • Foundation wall supporting two stories- 8' thick. • Foundations that support more than two stories require an engineered design 26 Footing and fnd. REINFORCEMENT for twopour system ( fnd. walls NOT over 5 feet in height) (Footings supporting single or two stories) • One continuous #4 horizontal rebar placed at center of footing with 3" (min ) clearance from dirt. (Foundation walls not over 5 feet in height) • One continuous #4 horizontal rebar placed within the top 12" of the wall • #4 vertical rebar placed at 48 inches o c max (wet set ok) with a 6-inch 90-degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems • Bottom of footing shall be 12" wide (min ) and extend to 24 below finished grade minimum • Footing shall have either one #5 continuous horizontal rebar placed at center and 8' above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically • 3 1/2' minimum slab thickness • When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12' below grade 28. Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET-SETTING IS NOT allowed for the alternating hooks into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under-floor pier pads supporting uniform load of wood framed floors shall be 18"x 18" x 8" (min ) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and/or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T BL,ilding/Handouts/Residential Pian Reviuw G sidelines (Rev 03-18-09) Page 3 of 8 31 Access shall be provided to all under-floor spaces Access openings through the floor shall be a minimum of 18' x 24 Openings through a perimeter wall shall be a minimum of 16" x 24" R408 3 32. Under-floor spaces shall be ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil black polyethylene or approved equal shall be laid over the ground within crawl spaces The ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502 1 6 7 34 The under-floor grade shall be cleaned of all .vegetation and organic material All. wood forms and. construction debris shall be removed prior to final inspection R408 35 Thickened-slab footings must be 12" min total depth (top of cont. slab to bottom of footing = 12" total) (Revised from IRC). 36 Foundation cripple walls shall be framed of.studs not less in size than the studding above Cripple walls with a height less than 14 inches shall be sheathed on one side with a wood structural sheathing, or shall be of solid.blocking Cripple.walls count as.an additional story"for lateral purposes R6029 FLOOR FRAMING 37 18" (min ) clearance beneath all floor joists and 12' (min ) clearance beneath floor girders (beams) in crawl spaces R308 38 Span of all joists (including 2nd level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf(sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2nd level or other supporting elements must meet minimum live and dead load requirements R3015 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure-treated posts) R319 & R407 41 Solid-sawn floor joists shall be blocked at all bearing points Engineered floor joists shall be installed per manufacturer's specifications R502.7 42. Cutting drilling and notching of floor joists shall not exceed the-limitations in Figure R502 8 43 Cutting drilling and notching of engineered 1-joists shall be in accordance with the manufacturer's specifications R502.8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be-provided by members that are equal in cross-sectional area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have a 1/2 inch air space provided at tops sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood-framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated 8319 T Building!Handouts,'Residential Plan Review Guidelines (Rev n3-18-09) Page 4 of 8 47 Sawn lumber floor joists shall have 1'/2" (min ) bearing and shall lap 3" min at intermediate girders Engineered I-joists shall have 1 3/4 (min ) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or .pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load 8502 4 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in.accordance with Table R502 3 3 (1.) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls.perpendicular to joists) or align floor joist with interior braced wall (see item #63-T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3,5 52. Non-load bearing stud heights shall be in accordance with Table R602.3-(5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602.2 54 Where joists trusses or rafters are spaced more than 16" o c and the bearing studs below are spaced at 24" o c such members shall bear within 5" of the studs below unless the top .plates are double 2x6 or a third plate is added R502 3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602.3.2 58 Fire-blocking required at dropped ceilings soffits coved-ceiling areas and every .ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2.2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one -plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T BL.iid,ng/Handouts/Residential Pia i Review Gu defines (Rev 03-18-00) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such .as bonus .rooms over garages formed by the trusses/rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding upany part of the perimeter of a floor or a roof then your proposed house is IRREGULAR. The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate roofs and therefore make the building IRREGULAR. C In any elevation of the exterior the braced walls from an upper :level .wall must .NOT occur over a window or door In general this means that the windows of the upper story must align with the windows of the lower story There are some exceptions based on up-sizing the header in .the window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony-overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab-on-grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at.an angle to the rest of.the building) then your proposed house is IRREGULAR G If you have any portion of the above-grade walls that use masonry or:concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2-8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length .each portal frame counts as a total of 48' of bracing length—not 2 times 48") along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For V' story of 2-story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i a the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2"d floor above H Portal Frame for Garages (16' side panels @ 8 foot max. high walls .20 side panels @ 10 foot max. high walls) Alternate Braced Walls—single-story condition (2'-8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8" OSB or plywood and nailed with 8d common or gale box nails and blocked at all edges Two (2) anchor bolts in sill plate & two (2) hold-down devices @ furthest studs (1800 pound capacity hold-downs) J Alternate Braced Walls—first floor of two-story condition (2'-8' min width X 10 foot max height) sheathed on BOTH interior and exterior sides of wall with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two _(2) anchor bolts in sill plate & two (2) hold- down devices @ furthest studs (3000 pound capacity hold-downs) There are.some provisions for plate lines up to 12 feet high see Table R602 1.0 6 (basically a wider wall 3-6' min length for 12 feet high) K. Front Garage Panels—no hold-downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1St Floor Conditions - Four (4) foot sold walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slat--,-on-grade floors ONLY) 16 min width for one-story structures 24 ' min width for first floor of 2 story T Building/Handouts/Residential Plan Review Guidelines (Rev 03-18-00 Page 6 of 8 N Alternate Braced Walls—single-story condition (2-8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate & two (2) hold-down devices @. furthest studs (1800_pound capacity hold-downs) 0 Alternate Braced Walls—first floor of two-story condition (2'-8" min width X 1 D foot max height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or.plywood and nailed with -8d common or galv box nails and=blocked at all edges Two (2) anchor bolts in sill plate & two (2) hold- down devices @ furthest studs (3000 pound capacity hold-downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3-6' min length for 12 feet high) P "Simpson" Brand StrongWalls—this method is still available following all the manufacturer's specifications for-connections Q. Entire House Sheathed with OSB or Plywood—this method allows smaller side panels than 4 feet in accordance with Table R602.10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63. 1" Floor Conditions – Braced wall (any of the methods listed above) must start at..no more-than 12.5 feet away from the corner of the braced wall lines and then at every 25 feet (min ) along the wall line 64 2"d Floor Conditions – Braced walls (either of the methods listed below) must be within 12 5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2nd levels can start at no more than 12.5 feet, away from the corner S Entire House Sheathed with OSB or Plywood—this method allows smaller side panels than 4 feet in accordance with Table R602.10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 = 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1-story wall 43% of the total wall in bracing for 1St story of a 2=story house) R602 10 1 1 Exception 1 and 2. U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48' use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt @ 6-0" o c or solid blocking (walls perpendicular to foists) or LINE UP JOIST with braced wall (walls parallel to joists) 66The roof'sheathing 'MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe-nailed (for blocks that are top-beveled) with 8d @ '6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both.engineered AND prescriptive bracing ROOF & ATTIC 67 Truss drawings must -show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 lbs onto double-top plates must be checked forbearing capacity Use Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc ) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (6 12 and over DO NOT require ice shield) R905 2 7 1 T Building/Handouts/Residential P i Revie, G_6delires (Rev 03-18-09) Page 7 of 8 70 Attic ventilation.must be provided at 1/1501h of the attic area or 1/300th of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sa in /vent ridge vents at 12 sa in./foot) R806 1 71 .Attic mechanical equipment, need light and switch near opening and electric outlet. Access opening to such mechanical equipment must be no further than 20 feet from equipment with 22" wide (min ) .walkway from access opening to the equipment. 72.Attic access required 22" X 30" min and shall be in hallway or other readily accessible location R807 1 MECHANICAL. 73 Appliances located in a garage or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2 (305 3) 75 Ductwork that extends below grade (such as in the garage floor) shall be encased.in 2".min concrete on all sides and bottom in additionto the R 10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shall be reduced 2 5 feet for each 45-degree bend and 5 feet for each 90-degree bend Longer lengths in accordance .with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 , 77 Flex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 .Flex duct shall be supported every 4 feet and have no sag that exceeds "/2 per foot. 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed-with approved tape or mastic 80 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen, 50 cfm min in laundry room and one fan sized for whole-house ventilation 302 2 2 WSVIAQ 81 Fuel-burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82.Water heaters must be .secured to structure with straps around tank at 1/3 points to resist lateral displacement. M1307 2 PLUMBING 83 Cleanouts shall be installed on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5 feet in length from the main line A cleanout shall also be installed on the exterior of the house within 24 inches of the foundation wall level with final grade and shall have a threaded.type cap installed 84 30" min width for toilet and 24" clear space in front of toilet (UPC) 85. Water heaters pressure relief and the required drain pan shall have a drain that is 3% ID copper or cpvc material NO coil materialshall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 3/ Pex type is a coil material and is not allowed for this application T Building/Handouts/Residential Plan Review Guidelines (Rev 53-18-09) Page 8 of 8 PREPARED 2/04/11 8 13 42 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/04/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 8/27/10 JLL MECHANICAL GAS LINE TIME 01 00 8/27/10 AP August 26 2010 3 57 24 PM 1pangrle GARY 477 7337 GAS LINE AFTERNOON August 27 2010 4 39 20 PM jlierly ME99 01 2/04/11J MECHANICAL FINAL February 4 2011 8 12 02 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION (MECHANICAL FINAL?) PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME 01 00 8/12/10 AP August 11 2010 9 40 50 AM 1pangrle MIKE 417 9773 ROUGH IN PLUMBING AFTERNOON August 12 2010 9 23 17 AM pbarthol PL2 02 8/27/10 JLL PLUMBING ROUGH IN TIME 01 00 B/27/10 AP August 26 2010 3 56 56 PM 1pangrle GARY 477 7337 ROUGH IN PLUMBING AFTERNOON August 27 2010 4 39 20 PM jlierly PL99 01 2/04/11 PLUMBING FINAL February 4 2011 8 12 25 AM 1pangrle KAY 417 0264 PARTIAL OCCUPANCY FOR THE ADDITION (PLUMBING FINAL?) COMMENTS AND NOTES PREPARED 2/04/11 8 13 42 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/04/11 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 7/22/10 JLL BLDG FOUNDATION TIME 01 00 7/22/10 AP July 21 2010 4 20 19 PM 1pangrle REX 460 7317 FOUNDATION AFTERNOON July 22 2010 4 14 28 PM jlierly BLHD 01 8/09/10 JLL BLDG FRAMING HOLD DOWNS 8/09/10 AP August 6 2010 2 06 17 PM 1pangrle JERRY 477 7337 HOLD DOWNS August 9 2010 4 45 01 PM jlierly BL3 01 8/09/10 JLL BLDG FRAMING 8/09/10 CA August 6 2010 2 06 36 PM 1pangrle JERRY 477 7337 CEILINGS WALLS & ROOF (FRAMING?) August 9 2010 4 45 09 PM jlierly other inspection items reqd before frame can be approved/ill BL9 01 8/09/10 JLL BLDG SHEARWALL 8/09/10 AP August 6 2010 2 05 43 PM 1pangrle JERRY 477 7337 SHEARWALL August 9 2010 4 45 38 PM jlierly BL3 02 8/27/10 JLL BLDG FRAMING TIME 01 00 8/27/10 AP August 26 2010 3 56 03 PM 1pangrle GARY 477 7337 FRAMING AFTERNOON August 27 2010 4 39 20 PM jlierly BAIR 01 9/07/10 JLL BLDG AIR SEAL TIME 01 00 9/07/10 AP September 3 2010 2 33 12 PM 1pangrle GARY 477 7337 AIRSEAL AFTERNOON September 7 2010 4 40 02 PM jlierly BLI 01 9/07/10 JLL BLDG INSULATION TIME 01 00 9/07/10 AP September 3 2010 2 34 17 PM 1pangrle GARY 477 7337 INSULATION AFTERNOON September 7 2010 4 40 02 PM jlierly BL99 01 2/04/11BLDG FINAL February 4 2011 8 11 08 AM 1pangrle KAY 417 0264 J1 C 'V✓ 4J� PARTIAL OCCUPANCY FOR THE ADDITION' (BUILDING FINAL) PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CONTINUED ONTO NEXT PAGE PREPARED 9/07/10 8 53 20 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/07/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 7/22/10 JLL BLDG FOUNDATION TIME O1 00 7/22/10 AP July 21 2010 4 20 19 PM 1pangrle REX 460 7317 FOUNDATION AFTERNOON July 22 2010 4 14 28 PM jlierly BLHD O1 8/09/10 JLL BLDG FRAMING HOLD DOWNS 8/09/10 AP August 6 2010 2 06 17 PM 1pangrle JERRY 477 7337 HOLD DOWNS August 9 2010 4 45 01 PM jlierly BL3 01 8/09/10 JLL BLDG FRAMING 8/09/10 CA August 6 2010 2 06 36 PM 1pangrle JERRY 477 7337 CEILINGS WALLS & ROOF (FRAMING) August 9 2010 4 45 09 PM jlierly other inspection items reqd before frame can be approved/jll BL9 01 8/09/10 JLL BLDG SHEARWALL 8/09/10 AP August 6 2010 2 05 43 PM 1pangrle JERRY 477 7337 SHEARWALL August 9 2010 4 45 38 PM jlierly BL3 02 8/27/10 JLL BLDG FRAMING TIME O1 00 8/27/10 AP August 26 2010 3 56 03 PM 1pangrle GARY 477 7337 FRAMING AFTERNOON August 27 2010 4 39 20 PM jlierly BAIR O1 9/07/10 L BLDG AIR SEAL TIME O1 00 V4 September 3 2010 2 33 12 PM 1pangrle GARY 477 7337 AIRSEAL AFTERNOON BLI O1 9/07/10 L BLDG INSULATION TIME O1 00 September 3 2010 2 34 17 PM 1pangrle GARY 477 7337 INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 8/27/10 8 06 54 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/27/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 7/22/10 JLL BLDG FOUNDATION TIME 01 00 7/22/10 AP July 21 2010 4 20 19 PM 1pangrle REX 460 7317 FOUNDATION AFTERNOON July 22 2010 4 14 28 PM jlierly BLHD 01 8/09/10 JLL BLDG FRAMING HOLD DOWNS 8/09/10 AP August 6 2010 2 06 17 PM 1pangrle JERRY 477 7337 HOLD DOWNS August 9 2010 4 45 01 PM jlierly BL3 01 8/09/10 JLL BLDG FRAMING 8/09/10 CA August 6 2010 2 06 36 PM 1pangrle JERRY 477 7337 CEILINGS WALLS & ROOF (FRAMING?) August 9 2010 4 45 09 PM jlierly other inspection items reqd before frame can be approved/ill BL9 01 8/09/10 JLL BLDG SHEARWALL 8/09/10 AP August 6 2010 2 05 43 PM 1pangrle JERRY 477 7337 SHEARWALL August 9 2010 4 45 38 PM jlierly BL3 02 8/27/10 BLDG FRAMING TIME 01 00 August 26 2010 3 56 03 PM 1pangrle GARY 477 7337 FRAMING AFTERNOON PERMIT ME 00 MECHANICAL PERMIT -- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 8/27/10 J L MECHANICAL GAS LINE TIME 01 00 August 26 2010 3 57 24 PM 1pangrle GARY 477 7337 GAS LINE AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME 01 00 8/12/10 AP August 11 2010 9 40 50 AM 1pangrle MIKE 477 9773 CONTINUED ONTO NEXT PAGE PREPARED 8/27/10 8 06 54 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/27/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ROUGH IN PLUMBING AFTERNOON August 12 2010 9 23 17 AM pbarthol PL2 02 8/27/10 J A PLUMBING ROUGH IN TIME 01 00 August 26 2010 3 56 56 PM 1pangrle GARY 477 7337 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES 51c,ljuq °fir oy,c' P • PREPARED 8/11/10 9 42 38 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/11/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 8/11/10 JLL PLUMBING ROUGH IN TIME O1 00 114 August it 2010 9 40 50 AM 1pangrle (� MIKE 477 9773 ROUGH IN PLUMBING AFTERNOON {�., COMMENTS AND NOTES PREPARED 8/09/10 8 22 43 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/09/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 7/22/10 JLL BLDG FOUNDATION TIME O1 00 7/22/10 AP July 21 2010 4 20 19 PM 1pangrle REX 460 7317 FOUNDATION AFTERNOON July 22 2010 4 14 28 PM jlierly BLHD 01 8/Q9/l10 J BLDG FRAMING HOLD DOWNS (� August 6 2010 2 06 17 PM 1pangrle JERRY 477 7337 T J HOLD DOWNS BL3 01 8/09,/10 BLDG FRAMING Ts August 6 2010 2 06 36 PM 1pangrle JERRY 477 7337 4c CEILINGS WALLS & ROOF (FRAMING9) n A O BL9 01 8/09/10J BLDG SHEARWALL {:+ August 6 2010 2 05 43 PM 1pangrle JERRY 477 7337 SHEARWALL COMMENTS AND NOTES PREPARED 7/22/10 8 04 13 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/22/10 ADDRESS 2112 S CHERRY ST SUBDIV TENANT NBR ALYSON KAY KASSINGER CONTRACTOR PHONE OWNER ALYSON KAY KASSINGER PHONE (360) 452 7631 PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000652 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RE SU RESULTS/COMMENTS BLFO 01 7/`L10 BLDG FOUNDATION TIME 01 00 j July 21 2010 4 20 19 PM 1pangrle REX 460 7317 FOUNDATION AFTERNOON COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION R 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 10 00000652 Date 7/15/10 Application pin number 587752 Property Address 2112 S CHERRY ST REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 09 5 2 1425 0000 on your state excise tax form Tenant nbr name ALYSON KAY KASSINGER y Application type description RES ADDITION to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 39180 Application desc ADD A 456 SF KITCHEN/BATH/BEDROOM & 35 SF PORCH Owner Contractor ALYSON KAY KASSINGER OWNER 2112 S CHERRY ST PORT ANGELES WA 98362 (360) 452 7631 Structure Information 000 000 456 SF KITCHEN/BATH/BDRM & 35 SF PRC Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc ADD 456 SF BED/BATH/KITCHEN Permit pin number 168104 Permit Fee 569 25 Plan Check Fee 370 01 Issue Date 7/15/10 Valuation 39180 Expiration Date 1/11/11 _) L Qty Unit Charge Per Extension BASE FEE 417 75 t✓' ( ��� 15 00 10 1000 THOU BL-25 001 50K (10 10 PER K) 151 50 � (� ` Permit MECHANICAL PERMIT O� Additional desc Permit pin number 168138 Permit Fee 126 05 Plan Check Fee 00 Issue Date 7/15/10 Valuation 0 Expiration Date 1/11/11 Qty Unit Charge Per Extension �lo BASE FEE 50 00 (� 2 00 7 2500 EA ME VENT FAN ,(SINGLE DUCT) 14 50 v 1 00 10 6500 EA ME HOOD/DUCT MECH EXHAUST 10 65 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP 10 65 1 00 10 6500 EA ME FUEL GAS PIPING 1 5 OUTLETS 10 65 2 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 29 60 Permit PLUMBING PERMIT Additional desc I Permit pin number 168146 Permit Fee 128 00 Plan Check Fee 00 Issue Date 7/15/10 Valuation 0 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. t r���Dl �n V-- Ie-assn Date Prih4ame Signat a of Contractor or Authorized Agent Sig a' re of Owner(if owner is b ider) T:FormsBuilding Division/Building Permit .i BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING Joists/Girders I Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES r DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 10 00000652 Date 7/15/10 Application pin number 587752 REPORT SALES TAX Expiration Date 1/11/11 on your state excise tax form Qty Unit Charge Per Extension to the City of Port Angeles BASE FEE 50 00 (Location Code 0502) 7 00 7 0000 EA PL-PLUMBING TRAP 49 00 1 00 7 0000 EA PL-WATER LINE 7 00 1 00 15 0000 EA PL-SEWER LINE 15 00 1 00 7 0000 EA PL-WATER HEATER 7 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments July 15 2010 11 35 07 AM sroberds The proposal will result in the construction of an addition to a sfr in the RS 7 for total lot coverage of 17% and site coverage of 30% No land use issues anticipated July 1 2010 3 38 09 PM Brian 417 4708 OK Electrical load calculations and electrical permits are required Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 823 30 823 30 00 00 Plan Check Total 370 01 370 01 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1197 81 1197 81 00 00 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned fora period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit I BUILDING PERMIT INSPECTION RECORD c -• PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS•- 1 (5 Building Inspections 417-4815 Electrical Inspections 417-4735 1 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION 10 -C t Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING _ Under Floor/Slab '0, tt��tn�Lum6fYj' Ph�aSeZ Rough-In ���� Water Line(Meter to Bldg) u I I 'L(1 Gas Line ©Z� 1 ` \ �I 7:SLL Back Flow/Water FINAL Date Accepted b N AIR SEAL. — — 10 LL Walls Ceiling p FRAMING Z�— �O 5�-�- I --TL 14, f'F1d` Joists/Girders/Under Floor Z. Shear Wall old Down — O L a s oof/Ceiling D all Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimneya'L� Commercial Hood/Ducts FINAL Date Accepted b •J �Q MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Perrnit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE V' Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /En ineerin 417-4831 Fire 417-4653 Planning 417-4750 `yr,led I Building 417-4815 Ph0.se- -'wo a`I-U-I ( -Tzj- s T.Forms/Building Division/Building Permit L� PREPARED 7/09/10 8 45 34 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/09/10 ADDRESS 2112 S CHERRY ST SUBDIV CONTRACTOR PHONE OWNER KASSINGER ALYSON KAY PHONE PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000422 RES REPAIR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 7/01/10 JLL BLDG FRAMING TIME O1 00 7/01/10 AP July 1 2010 8 31 11 AM 1pangrle KAY KASSINGER 452 7631 EXT 41 FRAMING WINDOW SILLS SHE REQUESTED A 1 00 PM INSPECTION July 1 2010 4 44 39 PM jlierly BL99 01 7/09/10 L BLDG FINAL TIME O1 00 ..�) July 8 2010 9 51 45 AM 1pangrle KAY 452 7631 EXT 41 BUILDING FINAL COMMENTS AND NOTES PREPARED 7/01/10 8 32 42 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/01/10 ADDRESS 2112 S CHERRY ST SUBDIV CONTRACTOR PHONE OWNER KASSINGER ALYSON KAY PHONE PARCEL 06 30 09 5 2 1425 0000 APPL NUMBER 10 00000422 RES REPAIR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 7/01/10J BLDG FRAMING TIME 01 00 July 1 2010 8 31 11 AM 1pangrle KAY KASSINGER 452 7631 EXT 41 FRAMING WINDOW SILLS SHE REQUESTED A 1 00 PM INSPECTION COMMENTS AND NOTES t �S V � � O BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only- Attn Building Permit Technician Date Received & � 10 321 E. Fifth St. Port Angeles, WA 98362 Permit# )0- 5 (360)417-4815 fax(360)417-4711 Date Approved .f? Applicant A! yl IK-, kassin �w P one,,, 366 417-a74,4 4xc Property O ner SAµ Phone 4w-4<s-7e31 u4l aXsrk—, Property Owner's Address 2.t 12 6, a:! rr Contractor Sa&t45� Phone Contractor's Address License # Expires E-mail a PROJECT ADDRESS 2,4►Z S Gh St qg3�� Parcel Number 0�-'3b a`l-S2,t4zs Lot Zoning P8f' Protect Type&Brief Description. Iv Residential ❑ Multi-family ❑ Commercial ❑Industrial Check all that apply br-New Construction #Vo QaQa2r�lrr►. f o i nC�cd c am,l i.� g or„ y�, ta-Addition r �vr�Sl'h- 52-Remodel rerk nAeci ❑ Repair j �3r ❑ Demolition )a!Re-roof WHouse ja garage ❑other ktear off&re-roof ❑ lay over one layer XHeat System ❑ Heat pump ❑wood-burning stove ❑gas fireplace ❑ pellet stove ❑ other ❑ Other 2 �aS� keAen Floor Areas Existing(sg.ft.) Proposed(Sq. ft.) Basement @$ per sq.ft. _ $ 15t Floor 12005' 3fS 7cop 2nd Floor 3`d Floor Garage (ogp Carport Covered Porch 31 ea IF ss* 420 Deck Shed Other TOTAL VALUATION $ Total footprint of structures )&4 143 sq ft. - Lot size /S, ?Sa sq ft. = Lot coverage oa Site Coverage=the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) 4611 0 Site coverage 3o % Max. height of proposed structures 1L`-!v`' ft. Occupancy group St= Zrsio #of bedrooms 3 Will a lawn sprinkler system be installed? �)o_ Occupant load #of full baths 2- Will Will a fire sprinkler system be installed? 1Ja Construction type #of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on project . Date (12,41761p Print Name kxglhSignature f T:Forms/Building Division/Bldg Permit.doc a PRESCRIPTIVE APPROACH-SIMPLE FORM For the Washington State Energy Code(2006 Edition) P Climate Zone 1 WY GOVERNMENT Site Information. Building Department Use Only Lot: Permit# Address. 0110/ 5 Notes. city- �:4 StateZip (oZ Contact: Phone: 34:0 �S�°731 ��f Gc�b✓/� Phone 2 _24�;tv (Pt7.- d Zlo� Hbrh c FAX. d �F52�R�klo�S Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U-Factor poor Wall Wail Wail Option Area%of U- Ceiling Vaulted Above Interior Exterior Floor Slab on Floor Vertical Overhead Factor Ceiling Grade Below Below Concrete Grade Grade Unlimited Group R-3 IV and R-4 0.35 058 0.20 R-38 R 30 R 21 R-21 R-10 R 30 R 10 Occupancies Only This Project complies with the following: The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above. The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. ❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq ft.or less,may be installed per unit for ornamental,security or architectural purposes. Location of the door taking this exception. LI 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U-factor listed above. 'l Location of the door(s)taking exception. k,�aeu,__ Type of Heat Source: '�tee4-n uv r6517542 ce, T:Forms/Building Division/Prescriptive Approach-Simple Form 12121- ,20?2, MOtol Ave 2104 'w -4 � oS� 240 236. 2992 J 1_ vice of &46 rs Tiol 26 —mistremAc—, 1:z CD LO IZZ� C CM m N m p0 a Z M d- \\ CO let a a I WAM .. V .. C I � a o I r � I N PI a \ I /M / 9 f ^\l V\ / i t i i I r � xaxrt asf a y 3 MECHANICAL SUBMITTAL FORM Fill in the specific quantity of each item that will be installed or relocated at your building project. Submit this form with the Building Permit Application. QUANTITY DESCRIPTION Furnace<_ 5 Ton, 100,000 Btu/h 29.3 kW Furnace> 5 Ton, 100,000 Btu/h 29.3 kW Floor Furnace Z Heater(suspended, recessed wall, oor-mounted Boiler, compressor, absorption sstem. <3 hp, 100,000 Btu/h 29.3kW) > 3 h - 15 h 2.24 - 11 19 k > 100,000 500,000 Btu/h 29.3 146 48 kW > 15 h -30 h 11 19 -22.37 k > 500,000 - 1,000,000 Btu/h 146 48 -292.95 kW >30 h - 50 h 22.37-37.3 kW > 1,000,000 1,750,000 Btu/h 292.95—512.66 kW >50 hp 37.3 kW > 1,750,000 Btu/h 512.66 kW Air handler::5 10,000 cfin 4 72m'/S) Air handler> 10,000 cfin 4 72m'/S) Evaporative cooler attached, notportable) 'y Ventilation fan connected to a single duct (3oi5 Ventilations stem not part of a heating or air conditionings stem Hood served by mechanical exhaust, including ducts <' Incinerator- commercial or industrial Incinerator domestic-type Solid-fuel burning appliance F Fuel gas piping, one to five outlets i r V-;-}z Fuel gas i in , each additional outlet over five Hazardous process piping system, one to four outlets Hazardous process piping system, each additional outlet over four Nonhazardous process piping system, one to four outlets Nonhazardous process piping system, each additional outlet over four Miscellaneous appliance vent orequipment not otherwise listed on this form) Specify how many repairs, alterations, or additions(not otherwise listed on this form)will be done regarding heating appliances, refrigeration units, cooling units, evaporative cooling systems, absorption units, or other mechanical appliances, including installation of controls, at this building project. Clallam County Assessor& Treasurer - Property Details - 64444 ALYSON KAY KASSI Page 1 of 6 Clallam County Assessor & Treasurer Property Search Results > 64444 ALYSON KAY KASSINGER for Year 2010 - 2011 Property Account Property ID- 64444 Legal Description. FOGARTY&DOLAN'S ADDITION S 80 LTS 1 7 BL 14 Geographic ID- 0630095214250000 Agent Code Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space: N DFL N Historic Property- N Remodel Property- N Multi-Family Redevelopment: N Township Section. Range Location Address. 2112 S CHERRY ST Mapsco. PORT ANGELES WA 98362 Neighborhood: Cycle 5 Res Map ID e Neighborhood CD- 10955130 Owner Name. ALYSON KAY KASSINGER Owner ID- 33977 Mailing Address. 2112 S CHERRY ST %Ownership- 100 0000000000% PORT ANGELES WA 98362 Exemptions. Taxes and Assessment Due Property Tax Information as of 06/24/2010 Amount Due if Paid on. . First Half Second Half Year Statement ID Taxing Jurisdiction Base Due Base Due Penalty Interest Base 2010 46757 ST SCH STATE SCHOOL $20547 $20547 $000 $0 00 $2C 12010 46757 CC-GEN COUNTY $10934 $10935 $000 $000 $1C 2010 46757 PORT PORT $1537 $1537 $000 $000 $1 2010 46757 PORT ANG PORT ANGELES $25316 $25317 $000 $000 $2E 2010 46757 SD#121 SCHOOL DISTRICT#121 $26614 $26613 $000 $00 0 $2E 2010 46757 NTH OLY LIB NORTH OLYMPIC LIBRARY $31 78 $31 77 $000 $000 $: 2010 46757 HOSP#2 HOSPITAL#2 $4486 $4485 $000 $000 $4 2010 46757 WSMET PK DIST WILLIAM SHORE MET PARK DIST $14.28 $14.27 $000 $000 $1 2010 46757 CITY STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $1, 2010 46757 FIRE PATROL FIRE PATROL_ $870 $870 $000 $000 9 2010 46757 WEED CONTROL WEED CONTROL $082 $081 $000 $000 3 2010 46757 FP Fee FIRE PATROL COUNTY FEE $0.25 $0.25 $000 $000 1 2010 46757 TOTAL. $986.17 $986.14 $0.00 $0.00 $9E 2009 644442008 ST SCH STATE SCHOOL $233.24 $233.23 $000 $000 $4E 2009 644442008 CC-GEN COUNTY $11804 $11803 $000 $000 $2: 2009 644442008 PORT PORT $1672 $1672 $000 $000 $; 2009 644442008 PORT ANG PORT ANGELES $25891 $25891 $000 $000 $51 http.//vpn.clallam.net:8084/propertyaccess/Property.aspx?cid=0&year=2010&prop_id=64 6/24/2010 ■ Floor Beam by Weyerha 3 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir#2 TJ43eams 6.35 Serial Number. User 2 61812010 5:19:54 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 7 , 2 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member Tributary Load Width:6' Primary Load Group Residential Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead SUPPORTS. Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50' 1.50' 720/194/0/914 By Others None 2 Stud wall 3.50' 1 50' 720/194/0/914 By Others None -See iLevel®Specter's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 863 -685 2310 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1223 1223 1672 Passed(73%) MID Span 1 under Floor loading Live Load Deft(in) 0.072 0.142 Passed(U948) MID Span 1 under Floor loading Total Load Defl(in) 0.091 0.283 Passed(Lf747) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow TL:0.31 T -Bracing(Lu):All compression edges(top and bottom)must be braced at V o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES. -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelD technical representative for product availability THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles,WA 98362-9836 Phone (360)417-5615 draftingsolutions@olypen.com Copyright ® 2009 by iLevel®, Federal Way WA. C \Documents and Settings\Annie\Desktop\Drafting Solutions\Kissinger\Flr bm.sms ■ Ceiling Beam by Weyerha 3 1/8" x 12" Glulam (24F -V4 DF) TJ-Bearn®6.35 Serial Number 4 user:2 620107:52:38A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page, Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED I Member Slope:OM2 Roof SlopeOM2 e 14' ` All dimensions are horizontal. Product Diagram is Conceptual. LOADS. Analysis is for a Drop Beam Member Tributary Load Width:12' Primary Load Group Snow(psf):25.0 Live at 115%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50' 2.58' 2100/1324/0/3424 By Others None 2 Stud wall 3.50' 2.58' 2100/1324/0/3424 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3342 -2792 6900 Passed(40%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 11419 11419 17250 Passed(66%) MID Span 1 under Snow loading Live Load Defl(in) 0.291 0.456 Passed(U564) MID Span 1 under Snow loading Total Load Defl(in) 0.474 0.683 Passed(U346) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel®warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles,WA 98362-9836 Phone (360)417-5615 draftingsolutions@olypen.com Copyright © 2009 by iLevel®, Federal Way WA. TJ-Beam is a registered trademark of iLevel®. C \Documents and Settings\Annie\Desktop\Drafting Solutions\Kassinger\ceiling bm.sms k Sliding Door Header by Weyerha 2 Pcs of 1 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir#2 TJ_, eamO 6.35 Serial Number: j User 2 6/6/20105:19:26PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0M2 Roof Slope0M2 � 2 b 6-6- All •0'All dimensions are horizontal. Product Diagram is Conceptual. LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 10' Primary Load Group Snow(psf):25.0 Live at 115%duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 1.50' 1.50' 812/56910/1382 By Others None 2 Stud wall 1.50' 1.50' 812/569/0/1382 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 1382 1072 3002 Passed(36%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 2245 2245 2645 Passed(85%) MID Span 1 under Snow loading Live Load Defi(in) 0.066 0.217 Passed(U999+) MID Span 1 under Snow loading Total Load Defi(in) 0.112 0.325 Passed(U696) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 66' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles,WA 98362-9836 Phone (360)417-5615 draftinpolutions@olypen.com Copyright 0 2009 by iLevel@, Federal Way WA. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION ' 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 10 00000422 Date 4/29/10 Application pin number 072412 Property Address 2112 S CHERRY ST ASSESSOR PARCEL NUMBER 06 30 09 5 2 1425 0000 Application type description RES REPAIR Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 2503 Owner Contractor KASSINGER ALYSON KAY OWNER 2112 S CHERRY ST PORT ANGELES WA 98362 Permit BUILDING PERMIT RESIDENTIAL Additional desc WINDOW REPLACEMT SILL FRAME Permit pin number 164475 Permit Fee 109 75 Plan Check Fee 71 34 Issue Date 4/28/10 Valuation 2503 Expiration Date 10/25/10 Qty Unit Charge Per Extension BASE FEE 95 75 1 00 14 0000 THOU BL-2001 25K (14 PER K) 14 00 Fee summary Charged Paid Credited Due Permit Fee Total 109 75 109 75 00 00 Plan Check Total 71 34 71 34 00 00 Grand Total 181 09 181 09 00 00 Oh q 0 7-a �-1'0 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. oyl 1; Ie Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) TTormsBuilding Division/Building Permit c c BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— \v Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b 1 AIR SEAL. Walls Ceiling ,� 1 FRAMING _ Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling , ^ Drywall(Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES. Footing/Slab Blocking&Hold Downs i Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R W PW /Engineering. 417-4831 V) Fire 417-4653 Planning 417-4750 --�� Building 417-4815 — L y T.Forms/Building Division/Building Permit �- Application Number 10 00000422 Date 4/28/10 Application pin number 072412 Property Address 2112 S CHERRY ST ASSESSOR PARCEL NUMBER 06 30 09 5 2 1425 0000 Application type description RES REPAIR Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 2503 Owner Contractor KASSINGER ALYSON KAY OWNER 2112 S CHERRY ST PORT ANGELES WA 98362 Permit BUILDING PERMIT RESIDENTIAL Additional desc WINDOW REPLACEMT SILL FRAME Permit pin number 164475 Permit Fee 109 75 Plan Check Fee 71 34 Issue Date 4/28/10 Valuation 2503 Expiration Date 10/25/10 Qty Unit Charge Per Extension BASE FEE 95 75 1 00 14 0000 THOU BL-2001 25K (14 PER K) 14 00 Fee summary Charged Paid Credited Due Permit Fee Total 109 75 109 75 00 00 Plan Check Total 71 34 71 34 00 00 Grand Total 181 09 181 09 00 00 P�2 _ J s BUILDING PERMIT APPL TION Print in ink 01 1 CITY OF PORT ANGELES Attn: Building Permit Technician For City UseL°Elly 1 321 E. Fifth St. Port Angeles, WA 98362 /EDate Received 2`j f b Permit# Ir- c (360)417-4815 fax(360)417-4711 Date Approved t- Applicant ill 5ori n ±;,� o e 360-447-62,6 41 Property OwMr SAME Phone 3w-4452-,j63/ 4 Property Owner's Address yW 9-vee-t q&467-- Contractor &36vContractor lymdtow , b&or die, Phone I-Ndo- VY.,-9?17 Contractor's Address pv,&oy 237 License# wiejDvag77A(a ExNires E-mail PROJECT ADDRESS 21t2 GAS , 9a8voz Parcel Number 06. 30-04-5�425 Lot Zoning Project Type&Brief Descriotion. )(Residential ❑ Multi-family ❑ Commercial ❑Industrial Check all that apply ❑ New Construction late b ' —tc�t► ,os Arcs ❑Addition X Remodel ❑ Repair ❑ Demolition ❑ Re-roof ❑ House ❑garage ❑ other ❑tear off&re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑gas fireplace ❑ pellet stove ❑ other ❑ Other FloorAreas Existing(sa. ft.) Proposed(sc. ft.) Basement @$ per sq. ft. _$ 1 t Floor 2nd Floor 3`d Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ CP SO 4L Total footprint of structures sq ft. T Lot size sq ft. = Lot coverage % Site Coverage=the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? Construction type #of half baths /have read and completed this application and know it to be true and correct. i am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on pro.ects. Date 2� " Print Name Ai4son Y— t-a&)1.q�cV Signature et.dl, T:Forms/Building Division/Bldg Permit.doc I I J , -- .ij- I ; LE - -- GI7Y OF SPORT A616GELES—'construction Plansj - -- -1 ---! -- - The Issuance of this permit based upon these plans,specific _cations and'otheridata_hall not.prevent the building official, _ ifrom thereafter requiring the correction I of errors in said; -- J.------ -- ! ---I -- -- - - j_-- - -- --;ti a s, sped(cations-and--other-data,-or from preventing) d ng ope at oos being carried on thereunder when in -.I --- -�— -- - - wiolatipn--of'-all-642"d ordinances of this•jurisdicti n: S (SfCTlON 33(corm B 'Id' itQ7� - j - ! - - , � • i j j j i j t,poro+al0ate 71BY ! t j C>44- ! ! I I I I I I j I - Oa - -- - ---- ---- -- — -- J-— rib - _ —I i- ' I I I I I I I I r►� '�'21rlzi- -r- T - -- - --- -- — I_ I \ � | / | � _ | -- / / ! � i ! | | | ! � | ( � 1 / ! / ! | ' | _ ! ] � U L_ | / / | [_ | ' I/8"priA /'/y t r..�` G s-.....:......,... q� Y 1 f N7�����f C,. i � �X i�-,/Z..�D/t--- ' � .- �. � � �� _� �- � 1 At or k�ssi n. ,�. u�z s ti����� Andersen Andersen Windows-Abbreviated Quote Report qr, , Project Name: Kassinger Kay windows Quote#• 391 Print Date: 04103/2010 Quote Date: 04/03/2010 IQ Version: 10.0 Page 1 Of 3 Dealer The Window S Door Shoppe-Poulsbo, Inc. � Customer- Kay Kassinger J PO Box 1237 Kingston,Wa.98346 Billing 2112 So.Cherry St. 5634 NE Minder Rd.Poutsbo,We Address: Port Angeles,We 98362 360-779.8777 or 1-868-236-8777 Phone: h.360-417-0264 w.452-7631 ext41 Fax: 360,452-9468 Sales Rep: FRANK MURR Contact: Kay Kissinger CSR Name: Item Qty Item Size(Operation) Location Unit Price Ead.Pricy - - 0001 1 1000X03'8112"x 3'0112"(XO) Kitchen $ 218.94 $ 218.94 RO3Izem3'8"Wx3'1^H Unl1t$lze=3'8112' WxVO112"H ! Unit, 13/8"Flange Setback,WhiteM►hite,XO Handing,Low E SmartSun Glass(Each Sash),insect Screen,White -- 0002 1 iO0GX03'8112"x 3'111/2'(XO) Office3 $ 234.07 $ 234.07 ROShe=3'8' Wx4'0'H Unit$inm3'8112"Wx3'11112' H ♦ j Unit.1 3/8"Flange Setback,White/White,XO Handing,Low E SmartSun Glass(Each Sash),Insect Screen,White L ewer g /1 0003 1 1000XOXr 8 3/8"x 3'111/2' (XOX) Master Bedroom $ 387.78 $ 357.78 ROStze=r87i'8"Wx4'0"H Urlitsiie=7'8318"Wx3'111/2"H - J Unit,13/80 Flange Setback,White/White,XOX Handing,Low E SmartSun Glass(AN Sash),Insect Screen,White � 0004 1 100GX03'8112"x 3'11 11Z"(XO) Spare Bedroom $ 234.07 $ 234.07 ROSize=3'8"Wx4'O"H Unit Site=3'8V2"WxT1l1112' H Unit, 13/8"Flange Setback,WhltelWhite,XO Handing,Low E SmartSun Glass(Each Sash),Insect Screen,White 0wC e .bl�r�ka-Q- �J'4�'c�-� GeS►v 1 to`f 6 Ob Talo�r Performance Data 100 Series Unit Performance Data V 7- & _A_4 Jt: '01 441 0.100 Ch/ft2 32 26 PG30 0.31 0.28 0.48 53:34AI, 0.43 x 5 4.:—p.2A PG30 0.080 dnn/W vfl Ar 32 26 - tv 6'! PG30 <0.023 cfm/fe 0 30 26 .43 `%ft PG30 A'eI6,, O�,22 0!20 1 5 31 26 0.29 0.29 0.50 0- 0.4 9 'D� 0 PG30 N/A 201! i r IN 12 1 0.44 1 �LA .31 0.29 0. _J'0-2f'_gkA.1'P�J PG30 <0.010chlfi, N/A N/A -8� 0.32 1 0.1 '2 0.32 0.23 0.38 0.34 100 Series Center of Glass Performance Data LEI wo di Low-E Glass d 0 WWI 0.171 55.0°F 0.42 55.0°F Smart Sun Glass 0.053 0.25 55.8°F 0.053 0.26 55.4°F Altitude Limits For recommendations on the use of breather tubes,go to www.andersenwindows.com/100serfes. Window Combination Design Joining Method: 1/2"Wood Non-Reinforced Type of Combination: 1-Way(Ribbon or Stack) Max.Number of Units Moiled together: 6W or 6H Maximum size: 8'x12'or12'x8' N 2 Dimensional Mulls: Not recommended 2-way combinations are not recommended. Combined Unit Dimension: For any two units with combined widths equal to or greater than 8'the mull joint cannot exceed 7' For any two units with combined heights equal to or greater than 8'the mull joint cannot exceed 7' Special Rules: Stationary casements cannot be field joined No curved units side-by-side with any other unit No units under single-hung or gliding window Door Combination Design Joining Method: 3/4"Wood Non-Reinforced Type of Combination: 1-Way(Ribbon or Stack) Max.Number of Units Mulled together: 3W or 3H Maximum size: 16'x Tor 8'x 12' 2 Dimensional Mulls: Not recommended 2-way combinations are not recommended. Special Rules: 100 Series doors,sidelights,and transoms cannot be joined to 100 Series windows 34 100 SERIES PRODUCT GUIDE