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HomeMy WebLinkAbout707 Seamount Drive Address: 707 Seamount Drive PREPARED 3/22/16, 8:42:00 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY --DATE 3/22/16 --------— ---------------------------------------------------------- ADDRESS 707 SEAMOUNT DR _ SUBDIV: CONTRACTOR : PHONE : OWNER KEVIN L GRANT AND LISA M WU PHONE : (360) 797-1181 PARCEL 06-30-00-9-8-0080-0000- APPL NUMBER: 15-00001125 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------—-----------—---- ----------------------— --------------------------- BL3 01 10/26/15 JLL BLDG FRAMING 10/26/15 DA October 26, 2015 10:19:23 AM jlierly. kevin 565-6196/ 797-1181 October 26, 2015 4:14:56 PM jlierly. no answer at door recall when access can be obtained/jll BL3 02 10/27/15 JLL BLDG FRAMING 10/27/15 DA October 27, 2015 9:08:05 AM jlierly. Kevin October 27, 2015 3:43:43 PM jlierly. Stair stringers need added support per code. provide compression block or hanger etc. JLL BL3 03 10/30/15 JLL BLDG FRAMING 10/30/15 AP October 30, 2015 10:20:11 AM jlierly. kevin, please call ahead to unlock door. 565-6196 - n October 30, 2015 4:01:41 PM jlierly. BL99 Ol 3/22/16 BLDG FINAL March 22, 2016 8:38:00 AM jlierly. Kevin-565-6196 --------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------- ME99 01 3/22/16J MECHANICAL FINAL March-22,- arch22, 2016-8:38:37- 0168:38:37 AM--jlierly- ---- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------- -------- ----—-——-------------- ---------------------—-'-----------—---------------—-------------PL99 01 3/22/16 J PLUMBING FINAL I IQ March 22, 2016 8:38:50 AM jlierly. --------------- ------- ------------ COMMENTS AND NOTES -------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00001125 Date 9/15/15 Application pin number . . . 194250 Property Address . . . 707 SEAMOUNT DR ASSESSOR PARCEL NUMBER: 06-30-00-9-8-0080-0000- REPORT SALES TAX Application type description RES REMODEL Subdivision Name . . . . . . On your State excise tax fOrrn Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 25000 Application desc KITCHEN REMODEL --------------------------------------------------------------------------=- Owner Contractor ------------------------ ------------------------ KEVIN L GRANT AND LISA M WU OWNER . 707 SEAMOUNT DR PORT ANGELES WA 983631633 (360) 797-1181 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc KITCHEN REMODEL Permit Fee . . . . 417.75 Plan Check Fee 271.54 Issue Date 9/15/15 Valuation 25000 Expiration Date 3/13/16 Qty Unit Charge Per Extension BASE FEE 95.75 23.00 14.0000 THOUBL-2001-25K (14 PER K) 322.00 - q PermitMECHANICAL PERMIT v Additional desc REMODEL MECHANICAL Permit Fee . . . . 67.90 Plan Check Fee .00 Issue Date . . . . 9/15/15 Valuation . . . . 0 Expiration Date 3/13/16 _ Qty Unit Charge Per Extension v 1 BASE FEE 50.00 1.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 7.25 ` 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 ------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc REMODEL PLUMBING Permit Fee . . . . 78.00 Plan Check Fee .00 Issue Date . . . . 9/15/15 Valuation . . . . 0 Expiration Date 3/13/16 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.0000 EA PL-PLUMBING TRAP 14.00 2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00 ----------------------------------------- ---------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due 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. LWA_ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit W --v 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/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 I 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 I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit ;. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 15-00001125 Date 9/15/15 Application pin number 194250 REPORT SALES TAX Permit Fee Total 563.65 563.65 .00 .00 on our state excise tax form Plan Check Total 271.54 271.54 .00 .00 Y Other Fee Total 4.50 4.50 .00 .00 to the City of Po,/rt Angeles Grand Total 839.69 839.69 .00 00 (Location Code 0$02) Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot 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. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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 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 AIR SEAL: Walls Ceiling 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 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 THE For Cit Use C 7Y OF tlT �L, y .� l W A s H 1 N G T O N, U. S. ived: 321 E 51h Street oved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityo(foams BUILDING PERMIT At TION : Project Address: Z o-1 Sec+.wioavl Dr orrt-- (ts 1N A 99,663 Phone: Primary Contact: 114vXCII GrAnt- Email: Name K2V lh Gra>1fi Phone /36 OJ-711-1 J J Property Mailin Address Email l J Owner �0 Sea.vxou✓►fi Dr. CityPort- e6C State WA Zip q C�3 6 Name `b D Phone Contractor Address Email Information city State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) 'S ( $ 25 000, r Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following, fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement_ ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No Er Existing? Yes E .No EY I �Xisfln�J F'Ats�hn In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwatercityofpa.us Project Description K-tc,,kP.vt revvwde( -r4uove- cx�stt� }iho�t M104&_ W16 re IAA- cou.ht,&G sinks 61 drwCowt IG" rvvewe� nh neor QSPA Cf- ccovuoCfcq{e lwafkwd 1VeZ7-A in'e 4dd;+J'Vr) - c0v1si wu.� new 85 >;F mee2o';1na s-�A, access quer+ I: tel, Is project in a Flood Zone: Yes 0 NoEf Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Signa ure Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement , First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2 Id floor) 8 ` Garage Carport / Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work t4escribe) - Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height all structures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov=lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended, Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated PlumbingTraps # Water p e Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx FILE2 iv PROJECT DATA �N U CITY OF PORT ANGELES--Cons<i''Ction ply � O The Issuance of this permit based upon these plans t STREET ADDRESS: specifications and other data shall not pre' 707 SEAMOUNT DRIVE, PORT ANGELES, WA 98363 w �2 g building official from thereafter requiring the Cr w4. specifications and LEGAL DESCRIPTION: M m 21 as/ correction of errors in said plans,spec dons J preventing building ope LOT 9, SEAMOUNT ESTATES #2, CLLALUM COUNTY,L WASHINGTON. ~ 3 i other data. or from Pr € U o t being carried on thereunder when in violatwn of$ LU Z codes and ordinances of this jurisdiction TAX PARCEL NO. 62870-063000 980080 ALL WO S B►E T�F>tFt.D ` JURISDICTION: CITY OF PORT ANGELES, WASHINGTON = Y ZONING CLASSIFICATION: RS11 RESIDENTIAL C) � _ a r WATER: CITY OF PORT ANGELES D Z S ER: CITY OF PORT ANGELES BUILDING CODE: 2012 INTERNATIONAL RESIDENTIAL CODE rtpo WASHINGTON STATE ENERGY CODE �2 S�mau MAXIMUM HEIGHT: 30 FT. FRONT SETBACK: 20 FT. SIDE SETBACK: 5 FT. REAR SETBACK: 20 FT. J"-- FLOOR AREA: 970 S.F. (UPPER LEVEL) Q ( 1 1,390 S.F. MAIN LEVEL) I- 85 S.F. MEZZANINE ADDITION) Q r 2112 r` � 2,445 S.F. (GROSS LIVING AREA) Z \ 'y 2104 505 S.F. (GARAGE) Q 0 J Z 7D7 SCOPE OF WORK: �- D KITCHEN REMODEL - REMOVE EXSITING PARTITIONS; RELOCATE W J \ � Hm WASHER & DRYER; REPLACE EXST. COUNTERS W/ NEW CUSTOM � m COUNTER, SINKS & APPLIANCES. 715 f} POWDER ROOM IMPROVEMENTS - REPLACE EXST. DOOR WITH NEW POCKET DOOR; RE-ORGANIZE SPACE TO ACCOMMODATE J WASHER & DRYER. w Q / MEZZANINE ADDITION - CONSTRUCT NEW 85 S.F. MEZZANINE AS SHOWN ON DRAWINGS INCLUDING STAIR ACCESS, ASSOCIATED O J POWER & LIGHTING. w O / fj Jj ENERGY CODE: NO BUILDING ENVELOPE IMPROVEMENTS. 0 W 712 G �wN Z { \ L.I_ H 721 OWNER ARCH TECT 1 '�f w o \✓ KEVIN & LISA GRANT WU ARCHITECTURE w 707 SEAMOUNT DRIVE 8817 N.E. 116TH PLACE U) F-: PORT ANGELES, WA 98363 KIRKLAND, WASHINGTON 98034-6113 w �' 360-565-6196 425-503-2182 0 716 kevin.grant@nnoaa.gov wuarchitecture@(jol.com = Z 727 7 0 f Q Q W V ~ SITE PLAN Pmw SUNO SCALE A-013 6/28/= 12'-0" 3� nie r O LU mE cco -- L11 U <y Lu .t EXSi.WOOD STOW = Y 3 KITCHE14cc KITCHEN REM DEL L----J Zo F— ---ICV I o FAMILY SJ - R °,o' EXST. MUNm-nON Z N --� _ Z FELD VERIFY LOCA N ¢E Q o� a GARAGE CD o LL J 2 104 2'-92 J W L J REF. LUJ o� _ Z W 2'-IP�' p�_8• �O z j Q � _ REMOVE EXSF. TfY k LAV. U N I I N C _x REPLACE W/N PEDESTAL SINK L________J G W _ LA�E EXSi DOOR REMODEL POWDER OOM N i2"POCKET DOOR 3'-4" W/5 LUcfi DFR —, —I LU RY FOYER J DINING 4'Dl� DRYER VENT TO EXT.W/CAP W0 r n � U/ w Lu O � 2 cf) z GZ O Q '^r/ w 1..1... co CD O ktA MAIN LEVEL FLOOR PLAN ( PARTIAL)_ PUNT SET SCALE: 1/4" 1'_0" A®l 6/za/2ms y o� G 0 W �E b o U °t W a� Y 2 D IW CC 5 BAT a Q mN B DRM. m BEDRM.1 d' A I W N = HALL Z D N J W Q F- ?u W W ' 0 , Z ca J W � R � � 42" HT. CUSTOM BOOK CASE B E D R M. 7->2 O w u � W z W I � � NEW EZZANINE o 85 S.F. = z I&A UPPER LEVEL FLOOR PLAN z 2 SCALE: 1/4"= 1'-0" Q w 10 - 11 12 -0 CD CDI- 71 A-2 a/n/=s V If ca C5 �� "a b d 3 O i U G Lurr �8 da as HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. CUSTOM BOOKCASE ^ HANDGRIP PORTION OF HANDRAILS _ SHALL HAVE CIRCULAR CROSS SECTION 4" SPHERES LL OF 11" MIN. & 2[" MAX. EDGES SHALL HAVE <7 C/ ^ 3/4•Tac PLM.DECK = W NOT PASS ROUGH A MIN. RADIUS OF _". 1 �DTL (T 2x10 a 16• F U 5 (m.„En�wr�E Fu) ALL REQUIRED GUARDRAILS TO BE 36" 4" MIN. IN HEIGHT. Z OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT I �' t>P ALLOW A SPHERE 4€ INCHES (107mm) TO PASS THROUGH. � r � a G� P NOSING 11" MAX \\ � ^ o I � O o0 � z I '� z ^ Z L< --,o 1\"1\ O I O _O w 1\" HARDWOOD I I 0 z o HANDRAiL 1 O J 10""0 IN.L,, 6" SPHERE UNABLE x TREAD TO PASS THROUGH OPENING Z LU LLJ SOLID BLOCKING Z 0 BELOW STAIR INSTALL \" �z AS REQUIRED ZCC v w GWB ® CEILING, AND WALLS w Q — M o PRE FINISH METAL N F_ (3) 2X12 STRINGERS a BRACKET TYP. LLJ Cn FIRE BLOCKING ® MID-SPAN AND UPPER LEVEL FLOOR PLAN IN STUD WALLS ALONG AND IN LINE SCALE: 1/4" = 1'-0" J WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED w Q 2X4 THRUST BLOCKTYP. HANDRAIL 0 � O `j INTERIOR/GUARDRAIL STAIR NOTES: w - HANDRAILS MUST NOT PROJECT MORE THAN 4\" INTO THE STAIRWAY AND MUST BE ABLE Lu TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.5.1 & TABLE R301.5 w z - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE Q TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.6 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.2 W O - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. � IRC SECTION R311.5.1 Lli - STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31\" CLEAR IF ONEO Lu HANDRAIL, & 27" CLEAR IF 2 HANDRAILS. IRC SECTION R311.5.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16". THE MAX. c) BEVELING OF THE NOSING SHALL BE NO MORE THAN \". IRC SECTION R311.5.3.3 = Z - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN ". z IRC SECTION R311.5.3.1&2 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11 Z 2i IRC SECTION R311.5.3.3 Q w ry co V C) 0 (DSTAIR DETAIE NOT TO SCALE PONIT SETT A-3 6/29/1015 r EXST. STUDS TO REMAIN FLAGGED NOTES: 4 } EXST. GWB TO REMAIN 1 REMOVE EXST. PARTITIONS (TYP. REMOVE ® NEW LEDGER BRACE STRUCTURE WHERE OCCURS. EXST. FLOOR JOISTS. TO REMAIN r W E FIELD VERIFY CONNECTORS & SUPPORTS CC $ 3/4" T&G PLYWD. DECK 2X4 BLKG. ON 2X10 ® 16" O.C. NEW 5-1/8 X 10-1/2 GLB I (TYP. MEZZANINE FLR.) REF. DTLS. & CALCULATIONS 2 I I ~ a ® NEW 06 POST UNDER NEW BEAM I I Lli U t SIMPSON "LCE4" POST CAP 3X10 LEDGER � I L (2 1/2" LAG BOLTS 5� SIMPSON "HUC5.125/12" FACE MOUNT HANGER I _ _ T )EACCH STUD (TYP.) TYP. END OF NEW BREAM N ___-j 2 11 10 © NEW STAIR STRINGERS '�N _I N Q REF. DTL. z 7� 3X10 LEDGER (2) 1/2" LAG BOLT TO EXST. STUDS 0 16° O.C. ul) I EXST. FLR. JSTS. (TYP) X 2X SOLID FIREBLOCKING DOUBLE 2X10, SOLID BLOCKING AS SHOWN w 5/8" G.W.B. (TYP.) g� 3/4" T&G PLYWD. ON 2X10 ® 16" O.C. 2X4 BLKG. ® ALL UNSUPPORTED EDGES (TYP.) 3 `D 1� FOUNDATION & SUPPORT UNDER MAIN LEVEL FLOOR TO REMAIN (TYP.) MEZZANINE F R. DTL. X SCALE: 1/2" = 1'-0" p -- - -- N z R L 1 J Q a cn IVE oar.vAulnr:uv. � (.7 J 4M w/NEW FEDMAL SWLu I Z Q v v ) LL O 6 ] --I J W < 8 FOYER D o W w I I Q 7 I I 7 w 0 d s o U) II--: I � w 00 O w DESK Z z0 Q w UPPER LEVEL FRAMING (PARTIAL) "o-00C) SCALE: 1/4" - l'-O" Puw SET I&A EZZAN I N E FRAMING P LAN A-4 SCALE: 1/4" = 1'-0" 8/78/2015 BeamChekv2005licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE REMODEL KITCHEN BEAM I, Date:6/25/15 Selection 5-1/8x'10-112 GLIB 16F-V2 HF/HF Lu=14.25 Ft Conditions Min Bearing Area R1=4.5 in' R2=4.5 int DI-Defl `0.10 in Suggested Camber 0.15 in Data Beam Span 14.25 ft Reaction 1 LL 1710# Reaction 2 LL 1710# Beam Wt per ft 13.08# Reaction 1 TL 2231# Reaction 2 TL 2231 # Bm Wt Included 186# Maximum V 2231# Max Moment 7947'# Mai V(Reduced) 1957# TL Max Defl L/240 TL Actual Defl L/408 LL Max Defl L/360 LL Actual Defl L/532 .Attributes Section in' Shear in TL Defl in LL Defl Actual 94.17 53.81 0.42 0.32 Critical 60.49 15.05 0.71 0.48 Status OK OK OK OK Ratio 64% 28% 59% 686/6 Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 1600 195 1.4. 500 Base Adiusted 1.577 195 1.4 500 Adjustments Gv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00' Ch Shear Stress " NIA Cm Wet Use _ 1.00 1.00 1.00 1.00 Cl Stability 0.9854 Rb=11.14 Le=25.85 Ft Kbe=0.61 Loads Uniform LL:240 Uniform TL'.;300 =A Uniform Load A 0 R1 =2231 R2=2231 SPAN=1425 FT Uniform and partial uniform.loads Eire.lbs per lineal ff. .......__ —- BeamChek v2005 licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE MEZZANINE JOISTS Date:5/25/15 Selection 2x 10 HF#2 @ 16 in.oc Lu=10.5 Ft Conditions Repetitive Use,NDS 2001 Min Bearing Area R1=0.9 int R2=0.9 int Data Beam Span 10.5 ft Beam Wt per ft 0# Reaction 1 TL 350# Reaction 2 TL 350# Brh Wt.Included 0# Maximum V 350# Max Moment 919`# Max V(Reduced) 299# TL Max Defl L/240 TL Actual Defl 1-1890 Attributes Section W) Shear(ink TL Defl in Actual 21.39 13.88 0.14 Critical 19.54 2.99 0.53 Status OK. OK OK Ratio 01% 220/0 27% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 850 150 1.3 405 Base Adjusted 564 150 1.3 405 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15. Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.5248 Rb=30.96 Le=19.43 Ft Kbe 0.439 Loads Uniform TL: 67 =A Uniform Load A 0 0 R1 =350 R2=350 SPAN=10.5 FT Uniform and partial uniform loads are,lbs per lineal ft. __--------- r BeamChek v2005 licensed to:WU.ARCHITECTURE Reg#905-404 GRANT HOUSE MEZZANINE JOISTS Date:5/25/15 Selection 2x 10 HF#2 @ 16 in.oc Lu=10.5 Ft Conditions Repetitive Use,NDS 2001 Min Bearing Area R1=0.9 int R2=0.9 int Data Beam Span 10.5 ft Beam Wt per ft 0# Reaction 1 TL 350# Reaction 2 TL 350# Bm Wt-Included 0# Maximum V 350# Max Moment 919'# Max V(Reduced) 299# TL Max Defl L/240 TL Actual Defl 1-189 0 Attributes Section(W) Shear(ink TL Deft in Actual 21.39 13.88 0.14 Critical 19.54 2.99 0.53 Status OK OK OK Ratio 91% 22"/0 27% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 850 150 1.3 405 Base Adjusted 564 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.5248 Rb=30.96 Le.=19.43 Ft Kbe=0.439 Loads Uniform TL:67 =A Uniform Load A 0 R1 =350 R2=350 SPAN=10.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2005licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE REMODEL KITCHEN BEAM Date:6/25/15 Selection 5-1/8x10-1/2 GLB 16F-V2 HF/HF Lu=14.25 Ft Conditions Min Bearing Area R1=4.5 inz R2=4.5 int DL Defl 0.10 in Suggested.Camber 0.15 in Data Beam Span 14.25 ft Reaction 1 LL 1710# Reaction 2 LL 1710# Beam Wt per ft 13.08# Reaction 1 TL 2231 # Reaction 2 TL 2231 # Bm Wt Included 186# Maximum V 2231 # Max:Moment 7947'# 'Max V(Reduced) 1957# TL Max Defl L/240 TL Actual Defl L/408 LL Max Defl 1-1360 LL Actual Defl L/532 Attributes Section in' Shear int TL Defl in LL Defl Actual 94.17 53.81 0.42 0.32 Critical 60.49 15.05 0.71 0.48 Status OK OK OK OK Ratio 64% 28% 59% 68%. Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 1600 195 1.4 500 Base Adjusted 1577 195 1.4 500 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00; Ch Shear Stress I N/A Cm'Wet Use 1-00' 1.00 1.00 1.00 Cl Stability 0.9854 Rb=11.14 Le=25.85 Ft Kbe=0.61 Loads Uniform LL:240 Uniform TL:300 =A Uniform Load A 0 R1 =2231 R2=2231 SPAN=14.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2005 licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE REMODEL KITCHEN BEAM Date:6/25/15 Selection 5-1/8x 10-1/2 GLB 16F-V2 HF/HF Lu=14.25 Ft Conditions Min Bearing Area R1=4.5 in' R2=4.5 int DL Defl 0.10 in Suggested.Camber 0.15 in Data Beam Span 14.25 ft Reaction 1 LL 1710# Reaction 2 LL 1710# Beam Wt per ft 13.08# Reaction 1 TL 2231 # Reaction 2 TL 2231 # Bm Wt Included 186# Maximum V 2231 # Max Moment 7947'# Max V(Reduced) 1957# TL Max Defl L/240 TL Actual Defl L/408 LL Max Defl L/360 LL Actual Defl L/532 Attributes Section in' Shear inj TL Defl in LL Defl Actual 94.17 53.81 0.42 0.32 Critical 60.49 15.05 0.71 0.48 Status OK OK OK OK Ratio 64% 28% 59%0 686/0 Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 1600 195 1.4 500 Base Adjusted 1577 195 1.4 500 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Ct Repetitive 1.00 Ch Shear Stress- N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9854 Rb=11;14 Le=25.85 Ft Kbe=0.61 Loads Uniform LL:240 Uniform TL:.300 =A Uniform Load A 0 R1 =2231 R2=Ml SPAN=14.25 FT Uniform and partial uniform loads are lbs per lineal ft:. BeamChek v2005 licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE MEZZANINE JOISTS Date:5/25/15 Selection 2x 10 HF#2 @ 16 in.oc Lu=10.5 Ft Conditions Repetitive Use,NDS 2001 Min Bearing Area R1=0.9 int R2=0.9 int Data Beam Span 10.5 ft Beam Wt per ft 0# Reaction 1 TL 350# Reaction 2 TL 350# Bm Wt Included 0# Maximum V 350# Max Moment 919'# Max V(Reduced) 299# TL Max Defl L/240 TL Actual Defl L/890 Attributes Section W) Shear(ink TL Defl in Actual 21.39 13.88 0.14 Critical 19.54 2.99 0.53 Status OK. OK OK Ratio 91% 226/6 27% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 850 1.50 1.3 405 Base Adjusted 564 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15, Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.5248 Rb=30.96 Le=19.43 Ft Kbe=0.439 Loads Uniform TL: 67 =A I Uniform Load A 0 0 R1 =350 R2=350 SPAN=10.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2005 licensed to:WUARCHITECTURE Reg#905-404 GRANT HOUSE MEZZANINE JOISTS Date:5/25/15 Selection 2x 10 HF#2 @ 16 in.oc Lu=10.5 Ft Conditions Repetitive Use,NDS 2001 Min Bearing Area R1=0.9 int R2=0.9 int Data Beam Span 10.5 ft Beam Wt per ft 0# Reaction 1 TL 350# Reaction 2 TL 350# Bm Wt,Included 0# Maximum V 350# Max Moment 919'# Max V(Reduced) 299# TL Max Defl L/240 TL Actual Defl 1-1890 Attributes Section(W) Shear(inj TL Defl in Actual 21.39 13.88 0.14 Critical 19.54 2.99 0.53 Status OK. OK OK Ratio 91% 22% 27% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 850 150 13 405 Base Adjusted 564 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1:00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.5248 Rb=30.96 Le=19.43 Ft Kbe=0.439 Loads Uniform TL:67 =A Uniform Load .A 0 R1 =350 R2=.350 SPAN= 10.5 FT Uniform and partial uniform loads are lbs per lineal ft`: BeamChek v2005 licensed to.WUARCHITECTURE Reg#905-404 GRANT HOUSE REMODEL KITCHEN BEAM Date:6/25/15 Selection 5-1/8x 10-1/2 GLB 16F-V2 HF/HF Lu=14.25 Ft Conditions Min Bearing Area R1=4.5 int R2=4.5 int DL Defl 0.10 in Suggested Camber 0.15 in Data Beam Span 14.25.ft Reaction 1 LL 1710# Reaction 2 LL 1710# Beam Wt per ft 13.08# Reaction 1 TL 2231 # Reaction 2 TL 2231 # Bm Wt Included "186# Maximum V 2231 # Max Moment 7947'# Max V(Reduced) 1957# TL Max Defl L/240 TL Actual Defl L/408 LL Max Defl L/360 LL Actual Defl L/532 Attributes Section in' Shear W TL Defl in LL Defl Actual 94.17 53.81 0.42 0.32 Critical 60.49 15.05 0.71 0.48 Status OK OK OK OK Ratio 64% 28% 59% 686/o Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 1600 195 1.4 500 Base Adjusted 1577 195 1.4 500 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress I i NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9854 Rb=11.14 Le=25.85 Ft Kbe=0.61 Loads Uniform LL-240 Uniform TL:300 =A Uniform Load A 0 0 R1 2231 R2=2231 SPAN=14:25 FT Uniform and partial uniform.loads are lbs per lineal ft.