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HomeMy WebLinkAbout901 C Street Address: 901 C Street PREPARED 6/15/16, 8:52:13 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/15/16 ADDRESS 901 C ST SUBDIV: - CONTRACTOR DAVE'S HTG & COOLING SRVC INC PHONE (360) 452-0939 OWNER WAEL ALAWAWDEH PHONE PARCEL 06-30-00-0-3-0045-0000- - APPL NUMBER: 16-00000816 COMM MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------- ----------'- ME99 01 6/15/16 J MECHANICAL FINAL June 15, 2016 8:46:56 AM jlierlyIV . Dave 452-0939 DHP -------------------------- -- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00000816 Date 6/07/16 Application pin number . . . 971840 Property Address . . . . . . 901 C ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-3-0045-0000- Application type description COMM MECHANICAL PERMIT on your state excise tax form Subdivision Name . . . . . . to the Cit of Port Angeles Property Use s Y g Property Zoning . . . . . . . COMMERCIAL NEIGHBORHOOD (Local/on Code 0502) Application valuation . . . . 7455 Application desc install two single zone ductless heat pumps :5____________________________________________________________________________ Owner Contractor -r WAEL ALAWAWDEH DAVE'S HTG & COOLING SRVC INC 1409 E FIRST ST PO BOX 413 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-0939 ----------------------------------------------------------------------`----- Permit . . . . . . MECHANICAL PERMIT s Additional desc Permit Fee . . . . 79.60 Plan Check Fee .00 Issue Date . . . . 6/07/16 Valuation . . . . 0 Expiration Date 12/04/16 w.r Qty Unit Charge Per Extension _.... .._.__ .--_._. BASE FEE 50.00 2.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 29.60 r --------------------------------------------------------------- F 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 ,p.. 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 79.60 79.60 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 79.60 79.60- .00 .00 ' l 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 s ified herein or not. The granting of a permit does not presume to give authority to viola cancel the rovisions of any state r I 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: WRI 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 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 06/06/2016 4:05PM FAX 3604324376 CAVES HEATING & COOLING [a0041/0001 THE CITY OF For Clty Use , ., :x � ^ - W A S H I N G T O N , U. S . Permit Date Received: — 7- 321 —321 Past 5'h Street // I Port Angeles, WA 98362 Date Approved lP P: 360-417-4817 F: 360-417-4711 periWtsVcityofpa.us Building Permit Application Project Address: Main Contact: Phone # E-Mail: Property Name Phone Owner Mefli7Addra Hinad �p� :�, ►� c's sear tJ zip??. 3 Contractor "eG Pi,ono vers I-��-k h Coa v% �rrv� Mali SA ddr D D� Ercall i Y � City Contractor License# � G� I K C, Expiration: `7 Project Value: Zoning: Tax Parcel# Lot# $ -7 X5 _ Type of Residential 13Commercial G1 Industrial 0 Public 0 Permit Demolition 0 Fire r] Repair ❑ Reroof(tear off/lay over) ❑ For the following,Pill out-both pages of permit application: Ndw Construction ❑ -Remodel ❑ Addition 11 Tenant improvement Mechanical. E3 Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 0 No 13 Project Description Vit• "< I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee ls.uot refundable after plan review has occurred. l understand that I will forfeit the review fee if 1 cancel or withdraw the application before,the permit Is issued. I understand that if the.permit is not issued within 180 days of receipt,the applicationwill be -considered abandoned and the fees forfeit: Date Print Name Signature i Address: 901 C Street PREPARED 1/24/14, 9:27:01 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/24/14 . ------------------------------------------------------------------------------------------------ ADDRESS . : 901 C ST SUBDIV: CONTRACTOR K 3 CONSTRUCTION PHONE (360) 683-4059 OWNER RICHARD & MARY SMITHTON PHONE (360) 681-7100 PARCEL 06-30-00-0-3-0045-0000- APPL NUMBER: 14-00000024 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------' --------__ _- BL3 01 1/13/14 PB BLDG FRAMING 1/13/14 AP January 13, 2014 9:22:01 AM pbarthol. Kevin 477-0537 *************** CALL 1/2 BEFORE ******************** January 15, 2014 1:05:36 PM pbarthol. BL99 01 1/24/14 L BLDG FINAL January 24, 2014 8:33:39 AM pbarthol. Kevin 477-0537 ------------------------- ------------ COMMENTS AND NOTES ---- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000024 Date 1/10/14 Application pin number . . . 193792 Property Address . . . . . . 901 C ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-0045-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL NEIGHBORHOOD to the City of Port Angeles Application valuation . . . . 4900 Location Code 0502) Application desc REMOVING WALL TO CONNECT TWO SPACES ---------------------------------------------------------------------------- Owner Contractor RICHARD & MARY SMITHTON K 3 CONSTRUCTION 220 MOONLIGHT DR. P. O. BOX 3835 G SEQUIM WA 98382 SEQUIM WA 98382 (360) 681-7100 (360) 683-4059 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . REMOVE INTERIOR WALL / JOIN SP Permit Fee . . . . 137.75 Plan Check Fee 89.54 Issue Date . . . . 1/10/14 Valuation . . . . 4900 Expiration Date 7/09/14 Qty Unit Charge Per Extension BASE FEE 95.75 3.00 14.0000 THOU BL-2001-25K (14 PER K) 42.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 137.75 137.75 .00 .00 Plan Check Total 89.54 89.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 231.79 231.79 .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 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. X 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 FINAL Date Accepted by 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 I Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by 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 TGnrmc/Riiiliiinn h6o.nn/Ril.i�.,..oo....0 THE for City Use CITY OF ..SORT 1 �GELES Permit# dZ W A S H 1 N G T O N , U . S. i te Received:321 E 51h Street Dte Approved , Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 f/ Email:permitsC�cityofpa.us BUILDING PERMI AP (PLICATION Project Address: �� �! Phone: g Primary Contact: a �, C ,' Email: Name Phone Property Mailing Address 1� rt� Email Owner 7i51 City � State Zip Name 3 Phone Contractor Address ,J Email Information CityState Zip Contractor License# 3�L�G , G, Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) $ +q©e>i ro 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 J3 appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No 1B Yes ❑ No �` Project Description wns" 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date /^ -' + Print Name �S r c/5 f Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage (Total lot coverage_lot size) Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site coverage_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 Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx i I I I i a� pop REMODEL STRUCTURAL DESIGN I I . . for I I RICHARD SMITHTON 901 S "C" ST PORT ANGELES, WA 98363 063000-030045 �r;P 1 PCT�,n'S` r u 30765 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 t. _1 I SEAS ONS A—M VWFax(36 ) 452-3047) 45223 GINEERING �N� 619 S. Chase St Street-30 Angeles,WA 98362 January 6, 2014 Jim Lierly 321 E Fifth St Port Angeles, WA 98362 Subject: Scope of Engineering for: STRUCTURAL DESIGN RICHARD SMITHTON 901 S "C" ST PORT ANGELES, WA 98363 I Enclosed is the structural design for the remodel of this structure. i At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces j 2. Vertical Forces 3. Connections I Please give me a call if you need any additional information. Sincerely Donna J. Pe rsen P.E. i i I i i i STRUCTURAL DESIGN VICKI HECKMAN 120 E FRONT ST PORT ANGELES, WA 98362 I DESIGN CRITERIA DESIGN STRESSES RISK CATEGORY II DOUGLAS FIR/LARCH 2- 2 & 4 x Fb= 900 PSI ELEVATION LESS THAN 625 FT Ft= 575 PSI Fv= 180 PSI SNOW LOAD GROUND = 25 PSF E= 1.6 (1 Of PSI SNOW ROOF = 25 PSF DOUGLAS FIR/LARCH STR-SEL Fb= 1500 PSI LIVE LOAD = 100 PSF (FLOOR) Ft= 1000 PSI MAIN FLOOR RETAIL Fv= 180 PSI DEAD LOAD = 18 PSF (ROOF) E= 1.9 (10)6 PSI HEM FIR#2- 2 & 4x DEAD LOAD = 7 PSF (CEILING) Fb= 850 PSI Ft= 525 PSI Vwind= 110 MPH Fv= 150 PSI EXPOSURE C E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F- I4 SEISMIC ZONE D2 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP SOIL BEARING = 1500 PSF Fv= 265 PSI E= 1.8 (10)6 PSI REFERENCES (1) INTERNATIONAL BUILDING CODE 2012 (2) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-10 (3) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005(NDS-05) (4) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005 (ACI 318-05) (5) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (6) BC CALC.VERSION 4.0.1926.1211301328 US (7) RISA-21) RAPID INTERACTIVE STRUCTURAL ANALYSIS—2-DIMENSIONAL VERSION 6.5 I General Notes I. Ground snow load=25 PSF,roof snow load=25 PSF 2. Maximum soil bearing capacity=1500 PSF 3. Seismic Zone D2. 4. Wind,V=110 MPH,Exposure"C. i 5. Notations on drawing relating to framing clips,joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company,San Leandro,CA. Equivalent devices by other manufacturers may be substituted,provided they have ICBO approval for equal load capacities. 6. Contractor shall provide temporary bracing and shoring for the structure and structural compone is until all final connections have been completed In accordance with the plans. 7. Contractor shall be responsible for all the required safety precautions and methods,techniques,sequences or procedures required to perform his work. 8. Contractor Initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 9. Drawings Indicate general and typical details of construction,where conditions are not specifically indicated but are of similar character to details shown,similar details of construction shalt be used. r I I I I I I i i Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2012 IBC. 2. Minimum nailing requirements:Unless otherwise noted,minimum nailing sha11 be in accordance with Table 2304.9.1 of the 2012 IBC 3. All structural framing lumber such as 2x_joists,and rafters to be Douglas Fir No.2,Spruce/Pine/Fir No.2,or Hem/Fir No.2 kiln dried. 4. All 2x_studs and blocking to be Douglas Fir construction,Spruce/Pine/Fir construction,or Hem/Fir construction grade. S. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_Douglas Fir No.2. 7. All Glu-lam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather,and/or moisture shall be Hem-Fir No.2,pressure t Ieated in accordance with the American Wood Preservers Association standard for above ground use. I 9. All 4x and 6x structural lumber exposed to weather,and/or in ground contact shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors,nails,bolts,and other fasteners in contact with pressure treated wood ihall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate SBX Galvanized,0.60 ozlft ACQ-C,ACQ-D,CBA-A,CA-B,Other Borate(Non- Post Hot-Dip Galvanized, ZMAX galvanized, 1.85 DOT) oz/ft2,,orSST300-Stainless Steel Steel Ammonlacal Copper Zinc Arsenate(ACZE) SST300-Stainless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip galvanized connectors,the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12'I o.c.staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports belo 1 15. Provide 4x10 headers,or double 2x10 headers over and one trimmer and one king stud each 1 ide of all openings 5 feet or less In width In stud bearing walls not detailed otherwise. 16. Provide 4x10 headers,or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width in stud bearing walls not detailed otherwise. 17. Provide 4x8 headers,or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 18. At joist areas:Provide solid blocking at bearing points and at intermediate bearing locations.Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs u7less detailed otherwise. 20. Toenail joists to supports with 3-8d nails. 21. Attach joists to flush headers and beams with Simpson"U"series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12"o.c.staggered,unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6"o.c.to framed panel edges and over stud walls shown on the plans @ 12"o.c.to intermediate supports. Provide approved plywood clips @ 16"o.c.at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12"o.c.,unless otherwise noted in!the shearwall schedule. 24. Provide continuous solid blocking at mid-height of all stud walls over 10'in height unless wall is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel 1dges. See shear wall schedule for further notes. 3068 0 3068 o N I >- Gd -L., N �o cc Q o ci LL- EXISTING \ ¢ z m o (3) 2X4 POST U\ U 2 W Q cr Z d cn p U cn � r7 O f!)J N NEW OPENINGS W o ( m BETWEEN RETAIL SPACES [n v, EXISTING 4X8 POST -- c 3068 �� o WRAP POST Q ick \30M6 o O� o EXIS77NG co Q (3) 2X4 POST00 ,/ ( ��� in Q W � REMOVE WALL N m b °c IN WAY OF NEW I WALL OPENINGS z I (p- U EXISTING w ` `� �-��-� W co 4X8 POST RETAIL o RETAIL STINPOST G ✓ I 8 i EXISTING RETAIL RETAIL 4X8 POST o `--b t�2to 0 LP SCALE: X =1' 3068 J 3068 - .. SHED 13068 3 / a rec��' Us GARAGE I tier: N . ^a..rttions rr -reGncer c s of this jur c,ctun. �- Q codes gf 3068 S 8'-0" 12'-0" 30'-0" 50'-0" icr DEMOLITION PLAN 3068 SCALE: 118"=1' i SHED j 3068 � 0 GARAGE N CIN 110 00 8'-0" 12'-0" 30'-0" O O 50'-0" _ SLI cl)ci�� 1 30765 c3 w SS'/�NA Q:� M CL TABLE R602.3(1) General Notes Wood Framing Notes FASTENERS FOR STRUCTURAL MEMBERS (The following apply unless shown on the plans:) d = 25 PSF DESCRIP77ON OF BUILDING ELEMENTS NUMBER AND TYPE 1. Ground snow load OF FASTNER abc SPACING OF FASTENERS 1. All wood framing details not shown otherwise shall be constructed equal to or Joist to sill or girder, toe nail 3-8d2Y2'x0.113" better than the minimum standards of the 2012 I.B.C. 1"x6" subfloor or less to each joist, face nail 2-8d (2Y2"x0 113") 2• Maximum soil bearing Capacity= 1500 PSF. 2 Staples, 1374" 3. Seismic Zone D2. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be N 2" subfloor to joist or girder, blind and face nail 2-+6d (31,-"xO.135) accordance with Table 2304.9.1 of the international Building Code. I Sole plate to joist or blocking, face nail 16d (3Y2"x0.135) tg' o c 4. Wind, V3. = 110 MPH, Exposure "C". Co �(US � 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No. � � Q Top or sole plate to stud, end nail 2-16d (3Y2"x0.135") 2, Spruce/Pine/Fir No. 2, or Hem/Fir No. 2 kiln dried. C3I O 5. Notations on drawing relating to framing clips, joist hangers and other connecting 4i Z rn o N Stud to sole plate, toe nail 3-8d 232"x0.113) W ( devices refer to C!ltfllo� numbers of connectors manufactured by the Simpson lil � Y 2-16d (3Y2"x0.135) 4. All 2X_ studs and blockin to be Dou las Fir construction, S rues Pine Fir ~' W Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers 9 9 P / / � ¢ Q W w Double studs, face nailQ U z Z tOd (3"x0.128) 24" o.c. may be substituted; provided they have iC60 approval for equal load capacities, construction, or Nem/Fir construction grade. � (1) Q t� � Double top plates, face nail fOd (3"x0.128") 24" o.c. Sale- plate to joist or blocking at braced wall pang-is 3-T6d (3'72"x0.735) 16" a.c. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design 5. All structural posts to be Douglas Fir No. 2. o D , calculations shall be submitted for approval prior to fabrication. Each wood truss shall Double top platesminimum 24 inch offset of end rots, face nal; , tapped area 8-16d (3Y2"x0.135) carry a grading stamp. Top chord members shall be sized to accommodate roof snow 6. All structural headers 4X_ to be Douglas Fir No. 2. load and appropriate snow drifts as noted in the iBC. No field modification of trusses Blocking between joists or rafters to top prate, toe n r13-$d (2Y2"x0.113") will be allowed without the engineer's approval. Live load truss deflection shall be Z All Glu-tom beams to consist of Douglas Fir kiln dried 24F-V4 standard grade rn Rim joist to top plate, toe noil 8d (272"x0.113 ) 6" o.c. limited to L/360. Total load deflection will be limited to L/240. unless noted otherwise on plans. Top plates, lap at corners and intersections, face nal 2-10d (3"x0.128) Built u header, two feces with spacer 7. Girder trusses shall be attached to wall framing with Simpson LGT-2 minimum 8. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir V P P P t 6d (3Y2"x0.135") 16" o.c. along each edge 2000 pounds uplift, or equal. No.2, pressure treated in accordance with the American Wood Preservers Association Continued header, two Pieces 16d (3Y2'x0.135) 16' a.c. along each edge standard for above ground use. Ceiling joists to plate, toe nail 3-8d2Y2" "x0.113 ® ~� ( ) 8. Contractor shalt provide temporary bracing and shoring for the structure and -•- Continuous header to stud, toe nail 4-8d (2Y2"x0.113") structural components until all final connections have been completed in accordance 9. All 4x and 6x structural lumber exposed to weather, and/or in ground contact o Ceiling joist, laps over partitions, face nail 3-10d (3"x0 128) with the plans. shall be Hem-Fir No. 2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. �� v> Ceiling joist to parallel rafters, face nail 3-10d (3"xO.128) 9. Contractor shall be responsible for all the required safety precautions and V Rafter to plate, toe Hari 2-16d (.3Y2"x0.135) methods, techniques, sequences or procedures required to perform his work. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure a 1" brace to each stud and plate, face nail 2-8d (2Y27x0.113") treated wood shall have the following finishes: 2 Staples, 1374" 10. Contractor initiated changes shall be submitted in writing to the structural •CCv 1"W sheathing to each bearing, face nail 2-8d (2Y2"xD.tt3") engineer for approval prior to fabrication or construction. Wood Treatment: Finish rn 2 Staples, 1374" CCA-C and DOT, Sodium Borate (SBX) Galvanized, 0.60 oz/sgft � co 11. Drawings indicate general and typical details of construction, where conditions are I 1"W sheathrna to each bearing; face Har► St ((2h-x0_113-)3 not specifically indicated but are of similar character to details shown, similar details ACQ-C, ACQ-D, CBA-A, CA-8, Post Hot-Dip Galvanized, 3 Staples, 13/4 of construction shall be used. Other Borate (Non-DOT) ZMAX Galvanized, 1.85 oz/sgft wider than 1x8 sheathing to each bearing. face nail 3 Bd (2Y2xO' .1!3) or SS T300-Stainless Steel 4 Staples, 1374" Built up comer studs 10d (3"0.128") 24" o.c. Steel Ammoniocol Copper Zinc SST300-Stainless Steel Built up girders and beams, 2 inch lumber layers Tad (3"x0.128) Nail each layer as follows: Arsenate (ACZE) and other pressure 32 o.c. at too and bottom staggered. rwa noils at ends treated woods. and at each ice 2 planks 2-16d (34"x0.135) At each bearing 11. Wffen using Stainless Steel or hot-dip galvanized connectors, the connectors and Roof rafters to ridge, valley or hip rafters: fasteners should be made of the some material. Stainless Steel fasteners shall not be toe nail 4-16d 3Y2x0.135"` used in applications where contact with Galvanized and Post Hot-Dip Galvanized face nail 3-Tfid ((3Y2"x0.135 metals will occur. Rafter ties to rafters, face nail 3-8d (2;g70.443') Collar tie to rafter, face nail, or *4" x 20 gage ridge stn P3-10d (3"xO.128") 12. individual members of built-up posts and beams shall each be attached with 16d spikes at 12 o.c. staggered. TABLE R602.3(7) FASTENERS FOR STRUCTURAL MEMBERS 13. All columns in framed walls to be well nailed into adjacent framing in Order to DESCRIPTION OF BUILDING SPACING OF FASTENERS resist lateral movement. MATERIALS DESCRIPTION OF FASTNER bca Edyss(tnches)t intermediate supports e.(inches) 14. Provide solid blocking for wood columns and multiple studs through floors to Wood structural ponefs, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing sijpports below, ( jam x/16'-)s2" 6d common (2"x0.113)noil(subfioor, wall U) 8d common 2 Y2"x0.131)noii roof r 6 12, 15. Provide 4X10 headers; or double 2X10 headers over and one trimmer and one king 11152"-1" 8d common 2 "x0.131" stud each side of all openings 5 feet or less in width in stud bearing walls not detailed 175"-tY4" 106 common (3'x0.i48)nai1 6 12 otherwise. or 8d (2 7¢"x0.131) deformed noel Other wall sheathing x 16. Provide 4X10 headers, or double 2X10 headers over and two trimmers and one king 75' structural cellulosic 1 Iii' galvanized roofing nail, Sd common stud each side of oil openings greater than 5 feet or less in width in stud bearing walls fiberboard sheathing (2 IS it0.131)haft; staple 16 ga., 1 Idl" long 3 6 not detailed otherwise. %' structural cellulosic i -Y4" galvanized roofing nail, 8d common 17. Provide 4X8 headers, or double 2X8 headers over and double studs each side of fiberboard sheathing (2 Iii x0.131)nar1; staple 16 ga., 1 �Y4' long 3 6 all openings in non-structural stud walls not detailed otherwise. Y2' gypsum sheathing e 1 Y2' galvanized roofinj nag, 6d common (2 x0.113)nolh, staple 4 8 galvanized i Y2 ' long; 1 7;" screws type w 18. At joints areas: Provide solid blocking at bearing points and at intermediate nr _q bearing locations. Provide double joists under all load bearing partitions. Provide r �Y;'common 0.I J1g Hat, I double joists each side of openings unless detailed otherwise. gypsum sheathings Bd common (2x0.131)nail; staple galvanized 4 8 1 %' long; 1 %' screws type W or S Wood structural panels, combination sub Boor undedayment to framing 19. Provide double joist headers and double joists each side of ail openings in floors 6d deformed (2"x0.12o')noil or and roofs unless detailed otherwise. y4" and less Sd common (2 )5"x0.T31)nor! 6 12 20. Toenail joists to supports with 2-16d nails, 2-10d box nails for TJI joists. 8d common (2 )5"x0.131')noil 6 12 or 8d deformed (2 7¢'x0.120)nali 21. Attach joists to flush headers and beams with Simpson "U" series metal joist 104 camrl7on f3"x0.148")�ait 1 Ib"-i Y4" or 8d deformed (2 )t"x0.T20)nai! 6 12 hangers to suit the joist size. For SI: t inch - 214 mm. 1 !foot - .704.68 mm. 1 mile per hour- 0.447 m7s; iksi- 6.895 hFa a Ali naffs we smooth-common, bac or delavmad shanks except where otharwim stated Naas used for framing and sheathing connections 22. All wood stud wait' Shall have lower wand plate attached to woad ahet have minimum average bending yield strength as.howm; 80 kei for shank diameter of 0.192 inch (20d common nae), 90 ksi for shark „ aametara larger than 11142 inch but not larger than 0.177 inch. and 100 kd for shank diameters of 11142 inch or las. framing below with 16d nails at 12 o.c. staggered, unless shown b. Staeies are 16 gage wYe and have a minimum 748 inch an diameter crown width. c Nags shall be aporxd at not mare than 6 knahes an center at all supports where spans are 48 inches or greater. otherwise. d Four-foot by 8-foot or 4-toot by 9-foot panels shall be apixW vertioally: a Spacing of fasteners not included in this table shall be based an Tobla R602.3(2) f For regkxre having bowie or speed of 110 mph a greater, 8d defamed(2 if x11f20 jnaas shall be used for attaching pljvroed and wood 23. Piy'rvood roof and floor sheathing unless otherwise noted on plan structural panel roof sheathing to framing ,Rhin mknimum 48-inch distance from gable and wolfs, if meroof height is more than 25 fest, orf+ to 35 feet makrum. an shall be laid up with face grain perpendicular to supports and nailed (�� g. For regions having basic wind speed of 100 mph or less, naffs for attaching wood structural parol roof sheathing to gable and wall framing •aa. .t •n a y shall be spaced 8 inches an center. !then bask wind speed la greater than 100 mph. noes for attodit panel roof sheathing to intermediate with Biu nails ® 6" o.c. to framed paned edges and over stud CN supports sand�tespooed 6 khq� ith"on center for minimum 48-11th distance tram ridges, eaves and gable and was.; and 4 inches on center to walls shown on the plans ® 12" o.c. to intermediate supports. (0 M.sum soothing shell confrXm to ASM G 79 and shop be installed in aecorda o with CA 251 nberboord sheathing shah conform to ASM c 206. Provide approved plywood clips 0 16" o.c. at unblocked roof c3U L Spacing of fasteners an Now sheathing panel edges applies to panel edges supported by freming members and required blocking and at err nosheathinged n support i ' Li- or lxerimetem arra Spacing of tastanars an of sheathing edges w>Adies to panel edges supported by framing members and re"ired edges. Provide solid blocking at lines of PPort at l blockkg. 3locking of roof or Hoar sheathing,pond edges papandkutor to the framing marbas need not be provider except an requkad by floors. Toenail blocking to supports with 16d 0 12" o.c., unless � other prowisions of this coda Floor perimeter shag be supported by kuning members or solid blacrka otherwise noted in the ShearWall schedule. Q Q SNP 24. Provide continuous solid blocking at mid-height of all stud walls o� ov WAS/i.t SF;Y Vj Q over 10 in height unless wail is blocked per shear wall note. ;r-m -� - LLJ j Cf) � Q 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. ,3 076 5 r CCQCLa