Loading...
HomeMy WebLinkAbout111 Lopez Avenue Address: 111 Lopez Avenue PREPARED 1/03/17, 8:27:28 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/03/17 ---- ------------------------------ ADDRESS . : 111 LOPEZ AVE SUBDIV: CONTRACTOR DAVE'S HTG & COOLING SRVC INC PHONE (360) 452-0939 OWNER LEONARD A AND SHIRLEY MITCHELL PHONE PARCEL 06-30-10-5-0-2042-0000- APPL NUMBER: 16-00001604 RES MECHANICAL PERMIT --- --------------------------------- -- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------- ------------------------------------ -------------------------- ME99 01 1/03/17 MECHANICAL FINAL January 3, 2017 8:23:20 AM jlierly. DHP Daves ------------------------ ------------ COMMENTS AND NOTES -------------------------------------- ��• CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001604 Date 10/26/16 Application pin number . . . 693408 Property Address . . . . . . 111 LOPEZ AVE ASSESSOR PARCEL NUMBER: 06-30-10-5-0-2042-0000- REPORT SALES TAX Application type description RES MECHANICAL PERMIT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 3745 Application desc DUCTLESS HEAT PUMP ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEONARD A AND SHIRLEY MITCHELL DAVE'S HTG & COOLING SRVC INC 111 LOPEZ AVE PO BOX 413 PORT ANGELES WA 983622535 PORT ANGELES WA 98362 (360) 452-0939 ---------------------------------------------------------------------------- I Permit . . . . . . MECHANICAL PERMIT Additional desc DHP Permit Fee 64.80 Plan Check Fee .00 Issue Date . . . . 10/26/16 Valuation . . . . 0 Expiration Date . . 4/24/17 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 --------------------------------------------------------------- Special Notes and Comments Per Washington State Code 51-51-315, installation of Carbon Monoxide detector(s) is required if you are ' installing or replacing a fuel burning appliance (wood, pellet, gas)and must be in place prior to the final inspection of this permit. They are required to be place directly outside of each sleeping area and at least one on each floor of the house.. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64:80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 64.80 .00 .00 4 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. 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 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 AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) r T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 10/24/2016 9:39AM FAX 3604524376 DAVES HEATING & COOLING a0001/0001 •THEA} NGE LaSClTY OF jt L For City Use W A S H 1 N G T O N , U . S . Permit# /O^ � L/ 321 East 5"'Street Date Received: Port Angeles, 'WA 98362 Date Approved P: 360-417-4817 R 360-417-4711 permits0cityofpa.us Building hermit Application _ Project Address: t t Lo -Z- / vV v1 � Main Contact: Phone # E-Mail: Property Na'oc C A �^ t Phone Owner '7 tel` Mallh►g Address Email state city 4 l�ume�n f� i' `�'$'�6�-Contractor i JJQVe Is i'�EGL^1 1 h �pt7 V Ph... �,�3 �ll/!/Im Mail gAddre T Email _! �►ty rel r,4— Contractor License# DExpiration: r 17 r4 t/E.s'.�t G�� I K c� Project Value: Zoning: Tax Parcel# Lot# A $ 3-7L7tJ — Type of Residential Commercial ❑ Industrial 0`_ Public ❑ Permit ( Demolition © Fire 0 Repair 13Reroof(tear off/lay over) ❑ ' For the following,fill out both pages of permit application: T✓ New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement 0 Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure proposed Bedrooms Proposed Bathrooms 'Yes ❑ No ❑ Project Description I have read and completed the application and Itnow it to be true and correct.I amauthorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to worlang on projects. I understand that the pian review fee is not reftwdable after plan:review has ( occurred. I understand that I will forfeit the review fee if 1 cancel or withdraw the application before the permit is issued. 1 understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature Address: 111 Lopez Avenue PREPARED 3/09/17, 9:45:47 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/09/17 ADDRESS . : 111 LOPEZ AVE SUBDIV: CONTRACTOR ROMERO CONTRACTING, LLC PHONE: (360) 461-7402 OWNER Allen Michel PHONE PARCEL 06-30-10-5-0-2042-0000- APPL NUMBER: 16-00000357 RES ADDITION ----------------------------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------—---------------------------------------------------------------- BL1 01 5/10/16 JLL BLDG FOUNDATION FOOTING 5/10/16 AP May 10, 2016 8:52:46 AM jlierly. Mike 461-7402 May 10, 2016 4:38:15 PM jlierly. May 12, 2016 8:59:32 AM jlierly. BL2 01 5/12/16 JLL BLDG FOUNDATION STEM WALL 5/12/16 AP May 12, 2016 8:59:49 AM jlierly. Mike May 12, 2016 4:39:23 PM jlierly. BL3 01 8/08/16 JLL BLDG FRAMING 8/08/16 AP August 8, 2016 8:49:54 AM jlierly. Travis 460-4471 August 8, 2016 4:26:41 PM jlierly. BAIR 01 10/14/16 JLL BLDG AIR SEAL 10/21/16 AP October 14, 2016 8:46:14 AM jlierly. Mike 461-7402 October 21, 2016 12:07:45 PM jlierly. ELI 01 10/14/16 JLL BLDG INSULATION 10/21/16 AP October 14, 2016 8:47:24 AM jlierly. October 21, 2016 12:07:45 PM jlierly. BL99 01 3/09/17BLDG FINAL March 9, 2017 9:21:21 AM jlierly. Romero 461-7402 . ---------- ----------- COMMENTS AND NOTES -------------------------------------- A CITY OF PORT ANGELES r '� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION" �� �_ 321 EAST 5TH STREET, PORT ANGELES,WA 98362 OL Application Number . . . . . 16-00000357 Date 4/13/16 _fz Application pin number . . . 559841 Property Address . . . . . . 111 LOPEZ AVE REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-10-5-0-2042-0000- on your state excise tax form Application type description RES ADDITION to the City of Port Angeles Subdivision Name . . . . . . Property Use . . . . . . (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY , " Application valuation . . . . 30000 i•"?'-= ------------------------------------------------------------------------- ' *' Application desc garage addition and upstairs master bed n� - i. - ------------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ y t I` Allen Michel ROMERO CONTRACTING, LLC 111 LOPEZ AVE 2321 S LINCOLN ST . PORT ANGELES WA 983.622535 PORT ANGELES WA 98362 ; (360) 461-7402 Other struct info . . . . HARD SURFACE AREA ~ ' ------------------ _ Permit . . . . . . BUILDING PERMIT RESIDENTIAL ' aAdditional desc GARAGE ADDAND MASTER BATH Permit Fee . . . . 468.25 Plan Check Fee 304.36 Issue Date . . . . 4/13/16 Valuation . . . . 30000 Expiration Date 10/10/16 Qty Unit Charge Per Extension BASE FEE 417.75 5.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 50.50 -- - -------.-, ---------------------------------------------------------------------------- - " Special Notes and Comments � March 30, 2016 9:33:19 AM pbarthol. irl. Application was returned to contract to be completed with all pertinent `.` ,` . `'f•`. a I information. Application was returned and deemed complete and ready for routing on 3-28. pb March 30, 2016 2:19:06 PM tamiot. ELECTRICAL PERMIT REQUIRED. The Fire Department has reviewed the project application and has no comments Public Works Utility Engineering has no requirements for _ this plan review. I ---------------------------------------------------------------------------- F )� Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -=-------- ---------- "y— Permit Fee Total 468.25 468.25 .00 .00 Plan Check Total 304.36 304.36 .00 .00 Other Fee Total 4.50 4.50 .00 .00 w.. . Grand Total 777.11 777.11 .00 .00 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. AllP rovisions 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 resume to give authority to violate or cancel the provisions P 9 of an state or local law Y P Y regulating construction or the performance of construction. l �Ghat ( /'Le�O Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 13UILDING PERMIT INSPECTION RECORD "'*PLEA E PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building4ojpections 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 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 MANUFACTURED HOMES: Fooling/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 Ti-t I For City Use GlTY OF O 2T tNGELEa3 ,+ Permit# l W A s H I N G T o N, U. S. Date Received: 3It( 1,2,vI b 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT APPLICATION Project Address: 1115 L o c z Phone: S c,o O-Z- Primary Prima Contact: C ka C ( 4 M-C'-b Email: f o me e 1-o c Name Phone. Property Mailing Address� Email Owner City State Zi Name Phone 0 -740-Z Contractor Address Z Z ✓1 c Email ! InformationCi tyR.A. State Zip q 8 5 l' I- Contractor License# C LQMe C g96 Exp.Date: Z$ Legal Description: Zo�ng: Tax Parcel# Project Value: (materials and labor) 0(V3 0106-0 0 q 2 $ 3 0 ooa Residential 91 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 . f9 Tenant Improvement ❑ appropriate) Mechanical °❑ Plumbing ❑ Other ` ❑ . = Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No Existing? Yes 0 No,4 D In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterPci1yofRa.us Project Description X k-t CX 's-{ a oVt.�l E s4a "' Is project in a Flood Zone: Yes ❑ No®. 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. r Date Print Name Signature r_ Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 7 Second Floor 1173 `10 10,000 Covered Deck/Porch/Entry # 7 Deck(over 30"or i" floor) 2- Garage y Ito 7-0Zo �o Carport Other(describe) _ Area Totals Z 5- T (,(407 o v v p 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(describe) Site Area Totals iLot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height O all structuresF�is�y/ _ /9,�� Site Coverage(Sq Ft of all impervious %of Site Coverage(total site cov=lot size) T, 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 Plumbing Traps # Water 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:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx N •�4.- A!l E r —}- PowfR w S S Wt` 10 3Z $� �Zp OECR ' Hous E Jam-r 4y 3b-5 St tzs� r AODITTOW 310SF zo DRIVE 3a� WATER wA r p _ 04-- , LOPE z sT� RoMER0 I 11 SOUTH �pPFz C®NT)9AcT2NG LLC, SITE PLANE SCALE 1 COMP.ROOFING PER OWNER OVER 15#BUILDING PAPER OVER!/,,'OSB SHEATHING 5:12(FIELD VERIFY) NAILED W/8d @ 6112 PRE-MANUF.TRUSSES @ 24-O.C. NAIL ROOF SHEATHING TO BLOCKING W/8d @ 6"O.C. 2x BLOCKING BETWEEN TRUSSES,VENT PER CODE I R49INSUL. GWB WI PVC PRIMER H1 CLIP PER TRUSS TO {I TOP PLATE Y"GWB W/PRIMER (TYP FOR WALLS) R-211NSUL------ "T&G SUBLOOR TOP OF FINISH FLOOR DBL 2x SILL PLATE R-30 INSUL 5/e"GWB FLOOR FRAMING PER PLAN SIDING PER OWNER OVER BUILDING PAPER OVER %fi OSB SHEATHING NAILED W/8d @%Z U.N.O. _ 2x6 OF#2 STUDS @ 16"O.C. A 4"THICK CONC.SLAB WI 616110/10 WWM OR FIBERMESH OVER 2"THICK SAND AND VAPOR BARRIER 1 PARTIAL BUILDING SECTION Al Scale: N.T.S. NEW EXISTING f ` it TT RIGHT ELEVATION Scale: 1/4" = 1' ` (FIELD V RI i � 1 5 I FRONT ELEVATION Scale: 1/4" = f :s�� .ILII L- a,�� : ��� 1��� �•:����� ���-a. _ .:: C�r� -,�� , __ _-_ _ :_. _ _ f ailAt- f - , _ - - ----ifpV - - - wk ----------- T _ .._ - -_ - _:.• • i _IvuOUY� -- - - t •��Uv�.V����Yi .+Y(.���,__L���C``_ •��._ i���'��.d�.: iQ.L.-V DIY_ -... _._. .. ._.-.._ `._ T _.._ - _— —.— � .�.� .�-.._ _—..� - -- - - - _ T ftft DIN 61 MIT�l�1 NC - - 8 XIb�C_ --1_ XI _ .. ._. ..--__---_ ---_ I WL i �� - - -- --- - - - - - i r - - - - -- - --- ____ � - - - -- --- -- - -- K t k _ _ - ' r 47 --_----- - - - - _- - -- - -- _ - 11 L _ - - ------ - -- T r 1 - -- : 3 -3G - /ij f T� ts � r _ t • _ r - _ - _--- =- _I • ------__-_ - -- �- - - --- UJ - ---=__V , - - -- I -r i I t , - T lj 1 I - - -- -- - : - - . -- f � - - {,rWa ... - } _ - - -- - UL - �� _-` - - _--� - - - - t � E ' z i i 1 • _ t 3 � r. y. F x. ,- - r- n 4 - --M -'-�� - --- _J -_ - _ -_ _ _ _ _ _ ....... _ fit IV Y 1 -- - - - - - b° - t Fill - - � - ME : _-.3 . -- t F � -r- t�--- _-A a — -- - = Z _ Mid . F tlh- TI L004-- t - - - - - thy -- - /G- 31 - _ f � t r t/ i t F L --- —�- ------------ r v r - aha �cvaLl r tS7� n ZX s-714 i i ---- -- - - y?fA - plfL ------ --- - - --- - - ... ----- - - , r- -----•- -- � fj �. to C 10 - 5 ny � L.I -----_ - _ --. - - _ M a r --1=- 33 g- — -- - - - f- - - - - W F _ rK — � � fi C, 1,71 �" r- AD -615XJ7 -15 . } r -- } i rt f { t f i --- - - - l r {{ _ L J r 4 _ 7-- 4- ----- _ f - _ -- - _ -_ �_•__ �- - - - - f , : _ F i _ L --- i - s - , F Z X? -- ---- - _ -- -'---- ' - -- rt �r _ + _ r , T _ � — -r-- - 1 -'--- - _ 'w .- MecaWind Pro v2 . 2 . 6 . 8 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/8/2015 Project No. JobNo Company Name True Designed By Engineer Address Address Description Description City City Customer Name Customer State State Proj Location Location File Location: C:\Users\Martin\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 5 : 12 Slope of Roof(Theta) = 22.62 Deg h: Mean Roof Ht = 20.36 ft Type of Roof = GABLED RHt: Ridge Ht = 22.72 ft Eht: Eave Height = 18.00 ft' OH: Roof Overhang at Eave= 1.33 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 20.00 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See Fig 27.62 fdr Parapet wW Roof PTOSWres prewum See Table 27.6-2 mean mof ht. Pb - e Wind WaU Pftssures Ue Table 27.6-2 � B Plan Pa €te�ti� a 4 e e s awe vb a WW Gabled Roof Roof edge pressure Zortes, I or 3 as appfiadAe P1 or p3 Wind t ctimIT I III PV* MWFRS Pressures for Wind Normal to 40 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.50 h: Height to top of Windward Wall = 18.00 ft Net Pressure at top of wall (windward + leeward) = 21.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.50 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.71 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.24 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.44 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.26 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 20.361 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.73 7.89 2 -13.79 -6.56 3 -21.20 .00 4 -18.85 .00 5 -15.48 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -10.30 psf Povh3: Overhang pressure for zone 3 = -15.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.92 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 20 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 2.00 h: Height to top of Windward Wall = 22.72 ft 1-ph: Net Pressure at top of wall (windward + leeward) = 19.53 psf p0: Net Pressure at bottom of wall (windward + leeward) = 18.92 psf �� ps: Side wall pressure acting away from wall = .64 * ph = -12.50 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -5.27 psf d pwh: Windward wall press @ top acting toward wall = ph-pl = 14.25 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.64 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 20.361 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -13.73 7.89 2 -13.79 -6.56 3 -21.20 .00 4 -18.85 .00 5 -15.48 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -10.30 psf Povh3: Overhang pressure for zone 3 = -15.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.92 psf Povh3: Overhang pressure for zone 3 = .00 psf ®Boise Cascade Single 3-1/8" x 15" BOISE GLULAW 24F-V4/DF Floor Beam1FB01 Dry 1 span No cantilevers 10/12 slope December 10, 2015 15:29:51 BC CALCO Design Report Build 4429 File Name: 15310 BMS Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: PR-1_313 Misc: 8 11 6 9 10 7 . T T T T T • T T T I ♦ ♦ T T T T T ♦ ♦ T ♦ T T _ ♦ ♦ ♦ T I ♦ ♦ T T ♦ ♦ T T T ♦ ♦ T T T T . T T T ♦ T T T T T T T T ♦ • T ♦ ♦ ♦ T T I • T T T T T ♦ ♦ 7 ♦ ♦ ♦ T T T T T T ni 16-09-00 BO B1 Total Horizontal Product Length= 16-09-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,680/0 2,462/0 489/0 B1, 3-1/2" 2,680/0 995/0 489/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Floor Unf. Area (Ib/ft^2) L 00-00-00 16-09-00 40 10 08-00-00 2 Wall Unf. Area (Ib/ft^2) L 00-00-00 16-09-00 10 08-00-00 3 Roof Unf. Area (Ib/ft^2) L 00-00-00 04-01-08 15 25 02-04-00 4 Roof Unf. Area (Ib/ft^2) L 08-01-08 08-07-08 15 25 02-04-00 5 Roof Unf. Area (Ib/ft^2) L 12-07-08 16-09-00 15 25 02-04-00 6 Holdown Conc. Pt. (lbs) L 04-01-08 04-01-08 1,405 n/a 7 Holdown Conc. Pt. (lbs) L 12-07-08 12-07-08 -1,405 n/a 8 Header Above Conc. Pt. (lbs) L 04-01-08 04-01-08 70 117 n/a 9 Header Above Conc. Pt. (lbs) L 08-01-08 08-01-08 70 117 n/a 10 Header Above Conc. Pt. (lbs) L 08-07-08 08-07-08 70 117 n/a 11 Header Above Conc. Pt. (lbs) L 12-07-08 12-07-08 70 117 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 17,839 ft-lbs 76.1% 100% 1 07-01-08 End Shear 4,330 lbs 52.3% 100% 1 01-06-08 Total Load Defl. U371 (0.527') 64.7% n/a 1 08-01-08 Live Load Defl. U610 (0.321") 59% n/a 4 08-04-08 Max Defl. 0.527' 52.7% n/a 1 08-01-08 Span/ Depth 13 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/8" 5,142 lbs n/a 72.3% Unspecified B1 Post 3-1/2"x 3-1/8" 3,675 lbs n/a 51.7% Unspecified Notes Page 1 of 2 ®Boise Cascade Single 3-1/8" x 15" BOISE GLULAW 24F-V4/DF Floor Beam1FB01 Dry 11 span I No cantilevers 0/12 slope December 10, 2015 15:29:51 BC CALCO Design Report Build 4429 File Name: 15310 BMS Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: PR-L313 Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for articular aicaion.Outut her Design based on Dry Service Condition. on building code-accepted des gn based Deflections less than 1/8"were ignored in the results. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAM rm,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. Anchor DesignerT"' Company: ZENOVIC&ASSOCIATES I Date: 12/10/2015 Engineer: I Page: 1/4 Software Project: Version 2.4.5673.102 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 1.Project information Customer company: ROMERO Project description:ADDITION TO SINGLE FAMILY RESIDENCE Customer contact name: Location: 111 LOPEZ ST Customer e-mail: Fastening description:A.B.@ LINE B Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch): 16.00 State: Uncracked Anchor Information: Compressive strength,fc(psi):2500 Anchor type:Cast-in-place Wc'v: 1.0 Material:AB Reinforcement condition:A tension,A shear Diameter(inch): 1.000 Supplemental reinforcement:Yes Effective Embedment depth, her(inch): 10.000 MAOI Reinforcement provided at corners:No Anchor category:- � �ti Do not evaluate concrete breakout in tension:No Anchor ductility:Yes Do not evaluate concrete breakout in shear:No hmn(inch): 12.63 Ignore 6do requirement:Yes Cmin(inch): 1.75 Build-up grout pad: No Smm(Inch):4.00 Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads:Yes Z <Figure 1> 16347 Ib 0 Ib Y �d Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer TM Company: ZENOVIC&ASSOCIATES Date: 12/10/2015 Engineer: Page: 2/4 e 'i Software Project: Version 2.4.5673.102 Address: 301 EAST 6TH STREET, SUITE 1 Phone: (360)417-0501 E-mail: <Figure 2> 9.25 6.75 Recommended Anchor Anchor Name: PAB Pre-Assembled Anchor Bolt-PAB8(1"0) Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor DesignerT"' Company: ZENOVIC&ASSOCIATES Date: 12/10/2015 Engineer: I Page: 3/4 Software Project: Version 2.4.5673.102 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(lb) Vuax(lb) Vuay(lb) J(Vuax)z+(Vuay)z(lb) 1 16347.0 0.0 0.0 0.0 Sum 16347.0 0.0 0.0 0.0 Maximum concrete compression strain(%e):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb): 16347 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.D.5.1) Nsa(lb) 0 ^.(lb) 35150 0.75 26363 S.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=kcda4f�her'-5(Eq. D-6) kc Aa fc(psi) her(in) Nb(lb) 24.0 1.00 2500 10.000 37947 ONcb=0(ANc/ANco)V'ed,NPc,NPcp,NNb(Sec.D.4.1 &Eq.D-3) ANc(int) AN.(in Z) Ved,N Vc,N Vcp,N Nb(lb) 0 ONcb(lb) 518.00 900.00 0.835 1.25 1.000 37947 0.75 17097 6.Pullout Strength of Anchor in Tension(Sec.D.5.3) ONp„_0Vc,PNp=0VIc,P8Abrgfc(Sec.DA.1, Eq.D-13&D-14) PC'P Abrg(in 2) f�(psi) 0 ONpn(lb) 1.4 5.46 2500 0.70 107106 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com + * Anchor DesignerT"' Company: ZENOVIC&ASSOCIATES Date: 12/10/2015 Engineer: Page: 4/4 JIM, Software Project: Version 2.4.5673.102 Address: 301 EAST 6TH STREET,SUITE 1 Phone: (360)417-0501 E-mail: 11.Results Interaction of Tensile and Shear Forces(Sec.D.7) Tension Factored Load,N..(lb) Design Strength,0N„(lb) Ratio Status Steel 16347 26363 0.62 Pass Concrete breakout 16347 17097 0.96 Pass(Governs) Pullout 16347 107106 0.15 Pass PA138(1"0)with hef=10.000 inch meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com