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Home My WebLink About2140 W. 7th Street Address: 2140 711 Street '7 PREPARED 8/07/15, 9:46:16 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/07/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 2140 W 7TH ST SUBDIV: CONTRACTOR : PHONE : OWNER Trudy Lalonde PHONE : (360) 775-5282 PARCEL 06-30-00-9-8-0110-0000- APPL NUMBER: 15-00000249 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---- - ------- --- ---- ---------- BLFO 01 5/04/15 JLL BLDG FOUNDATION 5/04/15 AP May 4, 2015 9:51:37 Am jlierly. dan 460-2485 May 4, 2015 4:08:28 Pm jlierly. BL3 01 6/09/15 JLL BLDG FRAMING 6/09/15 AP June 9, 2015 9:15:14 AM jlierly. brad June 9, 2015 4:50:39 PM jlierly. BL99 01 8/07/15 iL BLDG FINAL August 7, 2015 9:35:47 AM jlierly. Brad -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION. 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000249 Date 4/01/15 Application pin number . . . 4S2323 Property Address . . . . . . 2140 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-9-8-0110-0000- REPORT SALES TAX Application type description RES ADDITION on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 43500 (Location Code 0502) ---------------------------------------------------------------------------- - Application desc Attached sunroom no electrical ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Trudy Lalonde OWNER 2140 W 7TH ST PORT ANGELES WA 98363 (360) 775-S282 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . SUNROOM Permit Fee . . . . 609.GS Plan Check Fee 396.27 Issue Date . . . . 4/01/1S Valuation . . . . 43500 Expiration Date 9/28/15 Qty Unit Charge Per Extension BASE FEE 417.7S 19.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 191.90 ---------------------------------------------------------------------------- Special Notes and Comments March 30, 2015 10:31:01 AM sroberds. The proposal will result in the addition of an unheated attached 294 sq.ft. sunroom addition for total lot coverage of 301 and site cov of 35t. No land use issues anticipated. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE. 4.50 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 609.65 609.65 .00 .00 Plan Check Total 396.27 396.27 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1010.42 1010.42 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned 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 e complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel th "�'o isions of any state or local law regulating construction or the performance of con ru tion. Date Print Name <i�n4atu ontractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsiBuilding 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 PERMITIN 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders I Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) 'f-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Fur9ace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood I Ducts FINAL Date Accepted by MAN FACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 1 L Building 417-4815 T:Forms/Building Division/Building Permit THE For City Use CITY OF -ORT NGELES A P Permit# W A S H I N G T 0 N, U . S. DateReceived: 1, 'i/13 /2-oi,�' 3 2 1 E 51h Street Date Approved Port Angeles,WA 9836 P: 360-417-4817 F: 360-417-4711 Email:permits 0 cityofpa.us BUILDING PERMIT APPLICATION Project Address: '-�Z)L10 Phon : &9/ -Z )Z9 6el� -4&1 -Z-&2Z? PrimaryContact: f3r'050 &C�� Email: Aso1--;v1Vc-e, e'�yvt4)\—cev\ Name Tro tj e— Phone Property Mailing Address Email Owner ?-I q0 City f10�2�k AN 6�5 L-e5 State Zip Name Oct, Phone Contractor Address L-/n Email Information city L)I vt^, State Zip I Contractor Li�ense#A"n\ i 50q Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) V15-I $ q5"�-C)v — Residential r��71 Commercial Industrial Public V��J Permit Demolition 1:1 Fire Repair Reroof(tear off/lay over) Classification For the following, fill out both pages of permit application: (Check New Construction 1:1 Exterior Remodel [:] Addition T7 Tenant Improvement appropriate) Mechanical Ej Plumbing E] Other 1:1 ILICIJ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes EJ No Yes E] No K] Project Description Is project ina Flood Zone: Yes E] No Flood Zone Type: StrXIf in a Flood Zone, what is the value of the ct re before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply f�r 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 iSo days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name 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 2"d floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals 31 (,, 7 Lot/Site Coverage Calculations Lbt Size (sq ft) Lot Coverage (sq ft) %Lot Coverage(Total lot coverage lot size) -�;-o ,it�E-p'52. Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site coverage-- lot size) _a--s"-C 7;L Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler: # Haz/Non-Haz Piping: Outlets: 7� - Appliance Exhaust Fan: # Heater(Suspended,Floor, Recessed wall): # Boiler/Compressor # 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: # lation System: # Forced Air Unit: Furnace/Heat Pump # 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 mg 71 *Ve 708 A Wo 67 .......... Jy dot. left 2140 It*1 , 50. "AIL 2130 711 M4 il vi p5jtTy PRO wr� 12- ORAla VA)' 41' It 7,01 t4 -q 7 PQ Ric 0 ol u U, LA po teve PO LLF M 31' 16*10" UA4ES -7 Z F 7 lira lit ab,tYNAV *1t3l SIP ENGINEERING MES qs CONSULTANTS, LLC 14845 SW MURRAY SCHOLLS DR. OLnRium SUITE110 PMB306 BEAVERTON,OR 97007 910 W. 1 lth ST.SUITE#A OFF:(800)810-7666 503-564-4178 VANCOUVER,WA 98660 FAX:(360)699-6476 Mike@SlPconsultants.com E-MAIL:INFO@GLOBALSOLARIUMS.COM WEB:WWW.GLOBALSOLARIUMS.COM 0:7 STRUCTURAL CALCULATIONS LALONDE RESIDENCE SUNROOM . 3-2-15 J. A,3 Q7 It o 31656 o G/ST C> O/VAL S 3-2-15 EXPIRES 3/21/16 x LATERAL WIND LOAD CALCULATIONS PER ASCE 7-10 SECTION 27.4.1 leeward windward -0.52 -0.18 12 0 ft overhang F- OVERHANG % 2.4 ft ft IN 7v- 0.50 EXTERNAL PRESSURE COEFFICIENTS, Cp 10 AISC 7-10 FIG. 27.4-1 0.801 BUILDING WIDTH (parallel to load) = 14 ft L/B = 0.64 BUILDING LENGTH (perp to load) = 22 ft h / L = 0.55 ULT. WIND SPEED = 130 MPH kh = 1.03 EXPOSURE = C kz = 1.03 kzt = I ROOF ANGLE = 9.5 DEG. kd = 0.85 LOW END WALL HT = 6.5 Ft V = 130 DIAG. ROOF DIM. = 14.2 Ft (ridge to eave) ( ASD ) qh = (6) .00256 kh kzt kd V2 22.7 psf ( ASD ) qz = (6) .00256 kz kzt kd V 2 22.7 psf WIND PRESSURE, p = q G Cp G 0.85 LOADING TOWARD RIGHT LOADING TOWARD LEFT WINDWARD LEEWARD WALL ROOF ROOF WALL PRESSURE (ps� 15 -3 -10 10 TOTAL LOAD (Ilb) 50 -49 -143 31 HORIZ. LOAD (pl� 50 -8 24 31 TOTAL HORIZ. LOAD 50 PLF 55 PLF Negative roof loading ignored COMPONENT WALL LOAD = qh (GCp + .18 ) .9 = -26.5 psf GCp = -1.1 COMPONENT WALL LOAD AT CORNERS = -31.9 psf withir 3.0 ft ROOF COMPONENT WIND LOADING 2 PER ASCE 7-10 SECTION 30.4.2 COMPONENT ROOF LOAD = qh (GCp - .18 ) ZONE 2 DEAD LOAD 4.2 psf 0.38 (12.7) 0 (-33.6) ZONE 1 APPLIES OVER 8.2 ft \�211 pif ZONE 1 0.38 (12.7) 214 plf -1.10 (-29.1) ZONE 2 0.38 ( 12.7) PRESSURE COEFFICIENTS, -2.2 30 (-33.6 GCp (-50.0) \1 AISC 7-10 FIG. 30.4-2c Eave Reaction PSF LOADS IN 211 pif 214 ZONE 2 APPLIES OVER A DISTANCE a 3.0 ft plf FROM THE EAVE&RIDGE Zone 1 &2 eave SUMMING MOMENTS ABOUT RIDGE resultant from resultant + ridge from ridge EAVE REACTION ft psf ft 211 (71 psf 0. 4.2 2)(3p3sf6) (3.0) + P9.11( 8. 10) +f50.01 f fto I fift L 14.2 ft Diag. distance from ridge to eave EAVE REACTION = 220 plf along length of wall resultant Diaq. from ridge DIL REACT. AT EAVE = .6 ( 4)�114.2) ( 3.5 9 pif NET EAVE UPLIFT = 211 plf NORMAL TO ROOF 14.2 ft NORMAL TO ROOF eave (3psf ft psf psf ft react. RIDGE REACTION 3.6)(2f3.0 ) +�9.1) (8"2) +(50.0)(0.0) - 220 = 220 plf NORMAL TO ROOF resultant Diag' from roof ridge ft DL REACT. AT RIDGE 4 4.�) (3.5 9 pif NET RIDGE UPLIFT= 211 pif -6 (psf) (11 ft NORMAL TO ROOF 14.2 NORMAL TO ROOF LATERAL WIND LOAD CALCULATIONS 3 PER ASCE 7-10 SECTION 27.4.1 10 EXTERNAL PRESSURE 01 COEFFICIENTS, Cp 0.80 PER AISC 7-10 FIG. 27.4-1 0.39 ZONE1 ZONE4 BUILDING LENGTH (parallel to load) = 21.8 ft L/ B 1.56 BUILDING WIDTH (perp to load) = 14 ft ULT. WIND SPEED = 130 MPH kh = 1.03 EXPOSURE = c kz = 1.03 kzt = MEAN ROOF HT = 8 Ft kd = 0.85 V = 130 2 (ASD) qh = (6) .00256 kh kzt kd V 22.7 psf 2 (ASD) qz = (6) .00256 kz kzt kd V 22.7 psf WIND PRESSURE, p = q G Cp G = 0.85 ZONE 1 4 PRESSURE (pso 15.5 7.5 23.0 PSF COMPONENT WALL LOAD = qh (GCp + .18 ) .9 = 24.1 psf GCp -1.0 COMPONENT WALL LOAD AT CORNERS = 29.0 psf within 3.0 ft 4 TYPICAL RIB DIL= 6 psf LL= 25 psf WIND LOAD 30 psf 478 lb WIND —+ —7 RIB SPACING = 3.1 ' oc 14.2 Z- ft 665 lb ---- ---> (2) 566 Ibnetwind 318"LAGS uplift WIND LOAD 8.83 26.5 14 ft ft Psf A 6.5 MEMBER TYPE ft 15520 15519 Fy = 35 35 ksi Sx = 1.656 0.987 in A 3 lb Ix = 3.093 1.314 in,14 E = 1 OXJ OA 6 1 0x1 0,16 psi ;5 lb (DL + LL) 494 lb ( NETWIND UPLIFT) MEMBER "A" 15520 ) STRUCTURAL INSERT USED ? Eave M = 429 lb-ft fb = 3.11 ksi < (4/3)35(.6) = 28 ksi OK Defl. = 0.11 in. < L / 180 = 0.43 in. OK MEMBER "B" 15520 ) STRUCTURAL INSERT USED ? CENTER M = 1886 lb-ft ( DL + LLONLY ) EAVE M = 2358 lb-ft ( DL + LL ONLY ) fb = 17.1 ksi < 35(.58) = 20.3 ksi OK CENTER M = 2894 lb-ft [ DL+.75(LL +W) ] EAVE M = 3621 lb-ft DL+.75(LL + W) fb = 26.2 ksi < 35(.58) 20.3 ksi OK Defl. = 2.80 in. < L /60 2.84 in. OK DL+ LL TYPICAL ROOF RAFTER SPAN = 12.5 ft FL-� LIVE LOAD = 25 psf DEAD LOAD = 7 PSf RIB SPACING = 3.10 ft oc Fy = 35 ksi Sx = 1.655 in13 Ix = 3.093 in14 E = 10,100 ksi Bending Moment = 1938 lb-ft ( DL + LLONLY ) Bending Stress, fb = 14.0 ksi < 19.4 ksi OK allowable Shear Stress, v = 0.9 ksi < 12.7 ksi OK allowable Total Load Defl. = 1 .74 in. < L / 60 = 2.50 in. OK ( DL + LL ) L / 60 allowed per footnote "h" in Table IBC 1604.3 Dead Load Defl. = 0.38 in. DL ONLY ) GRAVITY REACTION 620 LB TYPICAL ROOF RAFTER ALLOWABLE BENDING STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 3 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m = 0.65 Flange Wall Thickness, tf = 0.236 in Ds 0.14 ksi Bs 27.2 ksi 2 Omega = 1.65 Torsion Constant, J = 1.5 Fcy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio of flange, b/tf = 7.5 < S 1 = 21 Fblomega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio of web, d/tw = 21.4 < S1 = 49 Fblomega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fblomega = 21.2 ksi Section F.8.1.1 For Uniform Web Flexure, FbIOmega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 365 < S2 1685 Fblomega 19.4 ksi = Low.Allow. Stress Allowable Bending Moment = 1,618 lb-ft Yield Stress Reduction Factor = 0.55 Fy WEB SHEAR Section G.2 Slenderness ratio of web, d/tw = 21.4 < S1 35.2 Fs/omega web 12.7 ksi LATERAL DESIGN VALUES FOR LAG SCREW, SINGLE SHEAR METAL-TO-WOOD CONNECTIONS Location CONN. AT DETAIL 11 D-4 WOOD MEMBER THICK 5.00 in. WIDTH 12 in. METALSIDE PL THICK 0.50 in. WIDTH 12.00 in. LAG DIAMETER 0.38 in. LENGTH 4 in. WOOD SPECIES DF LOAD DURATION FACTOR 1.15 LOAD ANGLE TO GRAIN 90 deg. ENDGRAIN ? TOTAL LOAD PER LAG SCREW 620 lbs N # OF ROWS 2 SPACING WITHIN ROW 4 in.ox. # IN A ROW 1 WOOD Em 1,800 ksi METAL Es 22,000 ksi WOOD Am 55.6 sq. in. METAL As 5.6 sq. in. MODE Ills Z 500 lbs Fyb = 35 ksi- K = 1.25 >>>> MODE IV Z 314 lbs Fes = 58,000 psi Fern = 3,650 psi Re = 0.063 k = 5.273 LATERAL LAG CAPACITY 361 lbs/lag USE 2 rows of ( 1 ) 3/8 Dia. X 4 " Lag Screws RIGHT ELEV. ENDWALL RIB # 15518 HEIGHT = 7.2 ft WIND LOAD = 24.1 psf RIB SPACING = 60 in Lt Fy = 35 ksi Sx = 0.544 in^3 Ix = 0.569 in A 4 E = 10,100 ksi Bending Moment 781 lb-ft ( DL + LLONLY ) Bending Stress, fb 17.2 ksi < 28.40 ksi OK allowable Shear Stress, v 14.7 ksi < 16.93 ksi OK allowable REACTION 434 LB ENDWALL RIB # 15518 ALLOWABLE BENDING STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 1.5 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m = 0.65 Flange Wall Thickness, tf = 0.157 in Ds 0.14 ksi Bs = 27.2 ksi Omega = 1.65 Torsion Constant, J = 0.5 Fcy 35 ksi Fty 35 ksi Fsy 21 ksi Slenderness ratio of flange, b/tf = 11.2 < S1 = 21 FbIOmega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio of web, d/tw = 10.1 < S1 = 49 Fblomega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fb10mega = 21.2 ksi Section F.8.1.1 For Uniform Web Flexure, Fblomega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 120 < S2 1685 Fblomega 21.3 ksi = Low.Allow. Stress Allowable Bending Moment = 585 lb-ft Yield Stress Reduction Factor = 0.61 Fy WEB SHEAR Section G.2 Slenderness ratio of web, d/tw = 10.1 < S1 35.2 Fslomega web = 12.7 ksi 10 TYPICAL EA VE WALL RIB # 15520 CASE 1 DL + LL HEIGHT = 6 ft CASE 2 DIL + (.75) LL+ (.75) WL RIB SPACING = 36.8 in CASE 3 .6 DIL + WIL ROOF RIB SPAN = 14 ft ROOF DEAD LOAD = 6 psf ROOF LIVE LOAD = 25 psf WIND LOAD = 26.5 psf CASE 2 BENDING MOMENT = 277 lb-ft CASE 3 BENDING MOMENT = 369 lb-ft CASE 1 AXIAL LOAD = 665 lb CASE 2 AXIAL LOAD = 531 lb CASE 3 AXIAL LOAD = 77 lb Fy = 35 ksi Sx = 1.655 in^3 Ix = 3.093 in14 E = 10,100 ksi ry = 0.68 in A = 2.075 in2 Total Load Defl. = 0.08 in. ALLOWABLE CASE 1 : Bending Stress, fb = 0.00 ksi < Fb = 20.97 ksi OK CASE 2: Bending Stress, fb = 2.01 ksi < Fb = 20.97 ksi OK CASE 3: Bending Stress, fb = 2.68 ksi < Fb = 20.97 ksi OK CASE 1: Axial Stress, fc = 0.32 ksi < Fc = 4.58 ksi OK CASE 2: Axial Stress, fc = 0.26 ksi < Fc = 4.58 ksi OK CASE 3: Axial Stress, fc = 0.04 ksi < Fc = 4.58 ksi OK fb + fc 0.00 + 0.07 0.07 < 1 CASE 1 : OK Fb Fc 0.10 + 0.06 0.15 < 1 CASE 2: OK 0.13 + 0.01 0.14 < 1 CASE 3: OK ALLOWABLE BENDING & COMPRESSIVE STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 1.5 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m = 0.65 Flange Wall Thickness, tf = 0.236 in Ds 0.14 ksi Bs = 27.2 ksi Omega = 1.65 Torsion Constant, J = 2 Fcy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio, S, of flange b/tf = 7.5 < S1 = 20.8 Fblomega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio, S, of web d/tw = 8.7 < S1 = 49 FblOmega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fb/omega = ksi Section F.8.1.1 For Uniform Web Flexure, Fb/Omega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 152 < S2 = 1685 Fblomega = 23.9-0.238 SAO.5 21 ksi = Low.Allow. Stress Allowable Bending Moment = 1,753 lb-ft Yield Stress Reduction Factor = 0.60 Fy 12 MEMBER BUCKLING Section E.3 k kL/r = 106 > S2 = 66 F/ornega=51,352/(S*S) FC10mega = 4.58 ksi (ornew Member Buckling Stress = 4.58 1.65' ) 7.6 ksi Area Allow. Axial Load = 4.58 (2.08 9.5 k ksi sq. in. CONTROLS LOCAL BUCKLING Section E.4 Slenderness ratio, S, of flange b/tf = 7.6 <'S1 = 20.8 Fclomega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio, S, of web d/tw = 8.7 < S1 = 20.8 Fclomega Section B.5.4.2 web 21.2 ksi Web Compression k.-i sa. in. Weighted Ave. Allow. Buckling Load = 21.2 (2.08) 44.0 k Area ELASTIC BUCKLING STRESS Section B.5.6 Member Buckling Stress, Fe = 513 ksi > 7.6 ksi per Section E.3 above Glass Type: Roof: 4SOILIHIFUUM N/A 0C a)Im Curve: RIDGE CONN. N/A 910W.I 1th ST.SUITE#A Wall: RIDGE CONN. BET. & AT SIDES VANCOUVER,WA 98660 N /A OVER WINDOWS OF WINDOWS IN n- r'1 OFF:(800)810-7666 Right Gable: IN EXIST. WALL EXIST. WALL FAX:(360)699-6476 N/A F E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM IN/A I Frame: Dealer. Type: AWNINGS & Aluminum Color: SUNROOMS OF White DISTINCTION Notes: 141 TIMBERLINE 1.DIMENSION SHOWN ARE TO OUTSIDE SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS OFF:(360)681-2727 OTHERWISE SHOWN. FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS NOTINCLUDED. Project F—I�a_Lande_j 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO EXCEED 16 sq.ft.PER PANE OF GLASS 2140 W. 7TH ST. 5.ALL ALUMINUM MEMBER 6005-T5 0 PORT ANGELES, WA 98362 6.ALL OPENING WINDOWS ARE ANNEALED UNLESS WITH IN 24"OF 60 DOOR OR LESS THEN 18"FROM FINISH FLOOR 7.ALL MATERIAL SHALL BE STORED IN DRY ENVIRbNMENT. D- 8. ALL WOOD SHALL BE PRE-FINIHSED WITH STAIN AND AT LEAST(2)TWO (D–)l Engineer on Recard: COATS OF TOP FINISH IMMEDIATELY UPON ARRIVAL. J. 9.HUMIDITY CONTROL SYSTEM WA 0, REQUIRED FOR POOL/SPA ENCLOSURE. 0 k (BY OTHERS) 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR NON-STRUCTURAL CHANGES TO 5 33 3 3 2 3( 36 36 363 363 363 36 4 2-5- DESIGN/LAYOUT DURING THE 16 4 4 4 4 4 16 40 PRODUCTION PROCESS. 10 0 31656 211- 201 /ST 8 INVIA L EXPIRES 3/21/16 FRONT ELEVATION 3-02-15 Project number xx_xxx Date 02/23/2015 1 03/ 2/15 D�by ANGIE 0 02/23/15 Checked by Sheet A- No. Date Scale N.T.S. Revisions: -Glass Type: 0(a)14S0Lnnwm Roof: Curve: 910W.I 1th ST.SUITE#A Wall: VANCOUVER,WA 98660 OFF:(800)810-7666 Right Gable: FAX:(360)699-6476 E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM Frame: Deater. Type: AWNINGS & Color: SUNROOMS OF DISTINCTION Notes: 141 TIMBERLINE 1.DIMENSION SHOWN ARE TO OUTSIDE 5 5 SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS D-1 D-1 OFF:(360)681-2727 OTHERWISE SHOWN. 3 FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS D-1 2 2 Project NOTINCLUDED. D-1 D-1 LaLonde 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO 6 6 EXCEED 16 sq.ft.PER PANE OF GLASS 5.ALL ALUMINUM MEMBER 6005-T5 �u �u 6.ALL OPENING WINDOWS ARE r7 ANNEALED UNLESS WITH IN 24"OF C:) DOOR OR LESS THEN 18"FROM FINISH 00 FLOOR 60 0 x 0 7.ALL MATERIAL SHALL BE STORED IN DRY ENVIRONMENT. B. ALL WOOD SHALL BE PRE-FINIHSED WITH STAIN AND AT LEAST(2)TWO Engineer on Record: COATS OF TOP FINISH IMMEDIATELY UPON ARRIVAL. 9.HUMIDITY CONTROL SYSTEM w REQUIRED FOR POOUSPA ENCLOSURE. 00 00 (BY OTHERS) J1111 I 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR 4'-2" 3 & L 6'-15n 0 3'-7g" lo T-79 4-2 11 8 NON-STRUCTURAL CHANGES TO 8 ol DESIGN/LAYOUT DURING THE lo 14' pol lo, 14' -0 PRODUCTION PROCESS. 0 31656 I'D IQ7 LEFT ELEVATION RIGHT ELEVATION %, G/ST "ONAL E FTX�RES 3/21/16 3-02-15 Project number xx_xxx Date 02/23/2015 Dra"by ANGIE Checked by Sheet A-2 No. Date Revisions: Scale N.T.S. Glass Type: A D-pal 01 iio—of: [LCKEM OLMILIUM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Curve: 910W.I 1th ST.SUITE#A Wall: VANCOUVER,WA 98660 Right Gable: OFF:(800)810-7666 .4 #4 RB 4" INTO EXIST FAX:(360)690-6476 Left Gable: E-MAIL:INFO@GLOBALSOLARIUMS.COM WEB:WWW.GLOBALSOLARIUMS.COM Frame: Type: 4, AWNINGS & Color: SUNROOMS OF 4. DISTINCTION Notes: 141 TIMBERLINE 1.DIMENSION SHOWN ARE TO OUTSIDE 4" CONCRETE SLAB SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS OVER 6 MIL VAPOR BARRIER OFF:(360)681-2727 OTHERWISE SHOWN. A FAX:(360)681-0707 F— 1 2.CONV.FRAMING AND MATERIALS OVER D-3 NOTINCLUDED. COMPACTED FILL OR Proiect LaLonde 3.FINISH TRIMS NOT INCLUDED NATIVE, UNDISTURBED 4.OVER HEAD GLAZING NOT TO GRADE EXCEED 16 sq.ft.PER PANE OF GLASS 5.ALL ALUMINUM MEMBER 6005-T5 6.ALL OPENING WINDOWS ARE ANNEALED UNLESS WITH IN 24"OF DOOR OR LESS THEN 18"FROM FINISH FLOOR ' 4 7.ALL MATERIAL SHALL BE STORED IN DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIHSED 4 WITH STAIN AND AT LEAST(2)TWO Engion R-d: COATS OF TOP FINISH IMMEDIATELY CONCRETE 28 DAY UPON ARRIVAL. J. 9.HUMIDITY CONTROL SYSTEM COMPRESSIVE STRENGTH, WAS 0, REQUIRED FOR POOUSPA ENCLOSURE. f'C 2,500 PSI 3 0 (BY OTHERS) 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR — — — — — — -- — — — — — —--- 0 4 - - - - - - - - - - NON-STRUCTURAL CHANGES TO 4 4 4 0 DESIGN/LAYOUT DURING THE 4 4 '4 4 31656 PRODUCTION PROCESS. T 2111-9711 L 8 MPIRES 3/21/1 3-02-15 FOUNDATION PLAN Project number xx_xxx Date 02/23/2015 Drawn by ANGIE 1 03/02/15 Che�ked by Sheet — A A-3 No. Date Scale Revisions: N.T S Glass Type: Curve: 910 W.1 1th ST.SUITE#A VANCOUVER,WA 98660 Wall: OFF:(800)810-7666 FAX:(360)699-6476 Right Gable: E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM 0 0 0 Dealer. 0 0 Frame: 0 0 AWNINGS & Type: (D 1.0100 z SUNROOMS OF Color: (0 _J DISTINCTION _J V) M 00 Notes: 00 kD 141 TIMBERLINE 1.41 C:) 0 ko SEQUIM,WA 98382 1.DIMENSION SHOWN ARE TO OUTSIDE 1.0 OF FINISHED SUNROOM.UNLESS OFF:(360)681-2727 OTHERWISE SHOWN. I FAX:(360)691-0707 1 2.CONV.FRAMING AND MATERIALS Project: NOTINCLUDED. LaLonde 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO (D EXCEED 16 sq.ft.PER PANE OF GLASS U z z D 5.ALL ALUMINUM MEMBER 6005-T5 D X: 6.ALL OPENING WINDOWS ARE M: U-1 ANNEALED UNLESS WITH IN 24"OF C� U-1 _J DOOR OR LESS THEN 18"FROM FINISH _J 0 (D FLOOR z 7.ALL MATERIAL SHALL BE STORED IN In w DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIHSED Engl—on Record: WITH STAIN AND AT LEAST(2)TWO COATS OF TOP FINISH IMMEDIATELY J. UPON ARRIVAL. VV 9.HUMIDITY CONTROL SYSTEM 0 REQUIRED FOR POOUSPA ENCLOSURE. (BY OTHERS) I s 110 10.GLOBAL SOLARIUMS RESERVES 0 THE RIGHT TO MAKE MINOR SINGLE HUNG NON-STRUCTURAL CHANGES TO SINGLE HUNG DESIGN/LAYOUT DURING THE Egg 100 0 "P 31656 o PRODUCTION PROCESS. 3 3 3 3 3 3 /ST 2-5- 363 3 36- 364 364 364 2-5- ts, G 16 4 64 364 4 16 '01VAL VA 2 1'- 7 00, EXPIRES 3/21/16 8 3-1-72-167 FLOOR PLAN Project number xx_xxx Date 02/23/2015 Dm—by ANGIE Checked by Sheet A-4 No. Date Scale Revisions: N.T.S. Glass Type: Roof: jRqS0L_nFt1UM Curve: 910W.11th ST.SUITE#A Wall: VANCOUVER,WA 98660 OFF:(800)810-7666 Right Gable: FAX:(360)699-6476 E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM RIDGE CONN. RIDGE CONN. Dealer. Frame: OVER WINDOWS BET. &AT SIDES Type: IN EXIST. WALL OF WINDOWS IN AWNINGS & Color: EXIST. WALL SUNROOMS OF DISTINCTION Notes: 141 TIMBERLFNE 1.DIMENSION SHOWN ARE TO OUTSIDE SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS OFF:(360)681-2727 OTHERWISE SHOWN. FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS NOTINCLUDED. Pmoa LaLonde 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO EXCEED 16 sq.ft.PER PANE OF GLASS 5.ALL ALUMINUM MEMBER 6005-T5 6.ALL OPENING WINDOWS ARE ANNEALED UNLESS WITH IN 24�OF DOOR OR LESS THEN 18"FROM FINISH FLOOR 7.ALL MATERIAL SHALL BE STORED IN w DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIHSED WITH STAIN AND AT LEAST(2)TWO Engineer on Re-rd: COATS OF TOP FINISH IMMEDIATELY UPON ARRIVAL. J. 9.HUMIDITY CONTROL SYSTEM WA REQUIRED FOR POOUSPA ENCLOSURE. 0 (BY OTHERS) 6 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR NON-STRUCTURAL CHANGES TO DESIGN/LAYOUT DURING THE 10 0 PRODUCTION PROCESS. I I I I I 1 31656 3 3 3 5 /ST 2-5- 363 363 36 363 364 363 364 246 16 4 4 4 4 4 L 7n 2 1'-9--' F EXPIRES 3/21/16 8 3-02-15 ROOF PLAN Projed number xx_xxx Date 02/23/2015 Dra—by ANGIE 1 03/02/15 Chead try Sheet: A-5 No. Date Scale Revisions: N.T.S. Glass Type: -ko—of: 15/16"O.A.INSULATED GLASS SCREW CAP#15511 AflSoLnFuum Curve: RIB CAP#21083 SCREW CAP#15511 RIB CAP#21083 910 W.1 Ith ST.SUITE#A Wall: 15/16"O.A.INSULATED GLASS VANCOUVER,WA 98660 OFF:(800)810-7666 Right Gable: FAX:(360)699-6476 GLAZING RIB E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM El E] D 0 #10 X 1 5/8" 1 Dealer. Frame: $ @ 8"O/C S.S.M.S. %=7 Type: SEALANT AWNINGS & Color: #10 X 1 5/8"S.S.M.S.. MULTI-FIN GASKET MULTI-FIN GASKET SPACER SUNROOMS OF GLAZING RIB#15520 #10 x 1 5/81,S.S.M.S. DISTINCTION Notes: WALL BAR#15518 141 TIMBERLINE 1.DIMENSION SHOWN ARE TO OUTSIDE SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS MULTI-FIN GASKET OFF:(360)681-2727 OTHERWISE SHOWN. RIB CAP#21083 S ALANT FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS SCREW CAP#15511 Pi..t NOTINCLUDED. LaLonde 3.FINISH TRIMS NOT INCLUDED ENDWALL BAR 4.OVER HEAD GLAZING NOT TO GLAZING RIB @ HOUSE EXCEED 16 sq.ft.PER PANE OF GLASS SCALE:NONE 5.ALL ALUMINUM MEMBER 6005-T5 SCALE:NONE 6.ALL OPENING WINDOWS ARE ANNEALED UNLESS WITH IN 24'OF GLAZING RIB SCREW CAP#15511 DOOR OR LESS THEN 18"FROM FINISH RIB CAP#21083 FLOOR SCALE:NONE 7.ALL MATERIAL SHALL BE S.TORED IN MULTI-FIN GASKET DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIMSED GABLE CAP#20789 WITH STAIN AND AT LEAST(2)TWO 15/16"0. INSULATED GLASS Engineer on R-d: COATS OF TOP FINISH IMMEDIATELY GLAZING RIB THERMAL BREAK UPON ARRIVAL. SEALANT I %%,- J. 9.HUMIDITY CONTROL SYSTEM El — #10 X 1 5/8"S.S.M.S. WA k9 REQUIRED FOR POOL/SPA ENCLOSURE. (2)#10 X 3/8"S.S.M.S.......... 0 (BY OTHERS) 1/4"GLAZING TAPE 6 10.GLOBAL SOLARIUMS RESERVES MUNTIN#1 5515--__�, 1/8 GLAZING TAPE THE RIGHT TO MAKE MINOR SETTING BLOCK 0 NON-STRUCTURAL CHANGES TO 0, DESIGN/LAYOUT DURING THE 1/8 GLAZING TAPE THERMALBREAK 31656 PRODUCTION PROCESS. 'F] 0 21 El. MUNTIN CAP#15517 RIB CAP ;�kN 411 -/ST MULTI-FIN GASKET SEALANT L SHADE TRACK—"� GLAZING RIB#15520 EXPIRES 3/21/16 MUNTIN ASSEMBLY (2)#1 0x1/2"SCREW 15/16"O.A. SCALE:NONE INSULATED GLASS Project nmber xx_xxx GABLE END BAR#15518 Date MULTI-FIN GASKET 02/23/2015 "L"BRACKET (1)#14 TEK SCREW Dra"by ANGIE Checked by GABLE CORNER shoot No. Date SCALE:NONE D Revisions: scale N.T.S. Glass Type: HOUSE WAL 01LIFIFILIUM Root: AqS Curve: FLASHING SHIM BY INSTALLER 910 W.1 Ith ST.SUITE#A VANCOUVER,WA 98660 Wall: RIDGE CHANNEL#15514 THERMALBREAK OFF:(800)810-7666 Right Gable: SEALANT FAX:(360)699-6476 E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: 15/16"O.A.INSULATED GLASS WEB:WWW.GLOBALSOLARIUMS.COM DOOR HEADER RIB CAP#21083 MULTIFIN GASKET Dealer. Frame: 15/16"O.A.INSUL.GLASS 1 TEK SCREW Type: SEALANT AWNINGS & (2)#10 SS MS PER RIB #10 X 1/2"S.S.M.S. SUNROOMS OF 0 or MUNTIN GLAZING RIB W�:D INTO RIB DISTINCTION (2)#14 TEK Notes: SUPPORT BLOCK 141 TIMBERLINE 1.DIMENSION SHOWN ARE TO OUTSIDE #10 @ 8'.O/C S.S.M.S. SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS SPACER BLOCK OFF:(360)681-2727 OTHERWISE SHOWN. MUNTIN CAP#15517 MULTI-FIN GASKET FAX:(360)691-0707 2.CONV.FRAMING AND MATERIALS SEALANT 1/16"GLAZING TAPE. P.ieet NOTINCLUDED. DOORJAMB RIDGE COVER#15513 LaLonde 11. 1 1 1 A-117-- 3.FINISH TRIMS NOT INCLUDED MULTI-FIN GASKET 3/8 x 4"LAG SCREW 4.OVER HEAD GLAZING NOT TO EXCEED 16 sq.ft.PER PANE OF GLASS SCREW CAP 1 511 DOOR WINDOW JAMB AT EA STUD 5.ALL ALUMINUM MEMBER 6005-T5 RIB CAP#21083 6.ALL OPENING WINDOWS ARE GLAZING RIB#15520 ANNEALED UNLESS WITH IN 24'OF DOOR OR LESS THEN 18"FROM FINISH SLIDING DOOR/WINDOW JAMB FLOOR SCALE:NONE (2)#10 X 1/2"S.S.M.S, 7.ALL MATERIAL SHALL BE STORED IN INTO RIB DRY ENVIRONMENT. DOOR HEADER RIDG 8. ALL WOOD SHALL BE PRE-FINIHSED r8 E CONN. BET. & AT SIDES OF WINDOWS IN EXIST. WALL WITH STAIN AND AT LEAST(2)TWO SCALE:NONE SCALE:NONE Engineer on Record: COATS OF TOP FINISH IMMEDIATELY WALL BAR#15518 J. UPON ARRIVAL. GLAZING RIB#15520 9.HUMIDITY CONTROL SYSTEM WA t9 REQUIRED FOR POOLISPA ENCLOSURE. 0 (BY OTHERS) 15/16"O.A.INSUL.GLASS 15/16"O.A.INSUL.GLASS 6 10.GLOBAL SOLARIUMS RESERVES 3X3XY MULTI-FIN GASKET 0 THE RIGHT TO MAKE MINOR 8(x 1-5/8") NON-STRUCTURAL CHANGES TO L-BRACKET MULTI-FIN GASKET SEALANT -10 DESIGN/LAYOUT DURING THE RIB CAP#21083 SILL COVER#15512 100 op 31656 PRODUCTION PROCESS. 0 (2)3/8"DIA.x 4" 2-#14 TEKS 1/16 GLAZING TAPE EXP.ANCHORS PER RIB 1/16"GLAZING TAPE G/ST #lox /2"S.S.M.S. #10 X 1/2"S.S.M.S. NA L �_ G SEALANT—,,, WEDGE GASKET SILL COVER—, WEDGE GASKET SILL#15510 FE� 3/21/16 SILL #15509 SETTING BLOCK SETTING BLOCK SILL FLASHING THERMAL BREAK SILL FLASHING Proied number WEEP HOLE XX_XXX THERMALBREAK Date WEEP HOLE 1-3/8 ANCHOR 02/23/2015 0 D—by SUBFLOOR(BY OTHERS) Checked by ANGIE 0 sheet D-2 No. Date tl�9 SILL CONNECTION SILL CONNECTION S�le Revisions: SCALE:NONE SCALE:NONE N.T.S. Glass Type: Roof: §AdSOLIHIRIUM Curve: 910 W.I Ith ST.SUITE#A Wall: VANCOUVER,WA 98660 OFF:(800)810-7666 Right Gable: r9 0 FAX:(360)699-6476 E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: D �AID- 2) WEB:WWW.GLOBALSOLARIUMS.COM Frame: 2 - 3/8 X 4 ANCHOR BOLT PER RIB Dealer Type: WNINGS & Color: SUNROOMS OF DISTINCTION Notes: V> 141 TIMBERLfNE 1.DIMENSION SHOWN ARE TO OUTSIDE SEQUIM,WA 98382 OF FINISHED SUNROOM.UNLESS OFF:(360)681-2727 OTHERWISE SHOWN. L' FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS GRADE Project NOTINCLUDED. 7_�T� LaLonde 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO EXCEED 16 sq.ft.PER PANE OF GLASS 6 MIL 5.ALL ALUMINUM MEMBER 6005-T5 VAPOR BARRIER (2) #4 R.B. 6.ALL OPENING WINDOWS ARE � � 1-1 ANNEALED UNLESS WITH IN 24"OF DOOR OR LESS THEN 18"FROM FINISH FLOOR 7.ALL MATERIAL SHALL BE STORED I N DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIHSED ngineer on r WITH STAIN AND AT LEAST(2)TWO COMPACTED FILL COATS OF TOP FINISH IMMEDIATELY UPON ARRIVAL. OR NATIVE, UNDISTURBED 9.HUMIDITY CONTROL SYSTEM VVA kp REQUIRED FOR POOUSPA ENCLOSURE. GRADE 0 (BY OTHERS) 12 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR 0 NON-STRUCTURAL CHANGES TO DESIGN/LAYOUT DURING THE 10 0 PRODUCTION PROCESS. 0 31656 T L EXPIRES 3/21/16 MONOLITHIC FOUNDATION 3-02-15 Project number SCALE: NONE xx_xxx Date 02/23/2015 D..n by I ANGIE 1 03/02/15 Checked by sne- ln� - D-3 No. Date N.T .1;J Revisions: Glass Type: Roof: SOILIHIFtIUM 910W.I 1th ST.SUITE#A Wall: VANCOUVER,WA 98660 OFF:(800)810-7666 Right Gable: FAX:(360)699-6476 E-MAIL:INFO@GLOBALSOLARIUMS.COM Left Gable: WEB:WWW.GLOBALSOLARIUMS.COM Frame: Dealer. FLASHING Type: SHIM BY INSTALLER c--- AWNINGS & RIDGE CHANNEL#15514 SUNROOMS OF SEALANT DISTINCTION Notes: GLASS B 141 TIMBERLINE #10 X 1/2"S.S.M.S.. SEQUIM.WA 98382 1.DIMENSION SHOWN ARE TO OUTSIDE INTO RIB OF FINISHED SUNROOM.UNLESS OFF:(360)681-2727 OTHERWISE SHOWN. MULTI-FIN GA�5KE I GLAZING TAPE FAX:(360)681-0707 2.CONV.FRAMING AND MATERIALS NOTINCLUDED. 6" INSERT P'.jrd. LaLonde 3.FINISH TRIMS NOT INCLUDED 4.OVER HEAD GLAZING NOT TO 3x6xY2 PL. EXCEED 16 sq.ft.PER PANE OF GLASS 5.ALL ALUMINUM MEMBER 6005-T5 42)TEK SCREWS 6.ALL OPENING WINDOWS ARE ANNEALED UNLESS WITH IN 24'OF 3/8"0 x 4"LAG SCREW DOOR OR LESS THEN 18"FROM FINISH w FLOOR 7.ALL MATERIAL SHALL BE STORED IN DRY ENVIRONMENT. 8. ALL WOOD SHALL BE PRE-FINIHSED E�g R-d: WITH STAIN AND AT LEAST(2)TWO COATS OF TOP FINISH IMMEDIATELY #10 X 1/2"S.S.M.S.-/ BEAM OVER OPENING UPON ARRIVAL. INTO RIB 4 J. 9.HUMIDITY CONTROL SYSTEM AS 0. REQUIRED FOR POOL/SPA ENCLOSURE. "T" CONN. PER DETAIL "A"' 0 (BY OTHERS) 10.GLOBAL SOLARIUMS RESERVES THE RIGHT TO MAKE MINOR LAG SCREW INSTALLATION INSTRUCTIONS: NON-STRUCTURAL CHANGES TO DESIGN/LAYOUT DURING THE USE 3/8" DIA. CLEARANCE HOLE .00 PRODUCTION PROCESS. w/ SAME DEPTH OF PENETRATION 31656 AS THE UNTHREADED SHANK LENGTH. 6 S/ G USE 3/16" DIA. LEAD HOLE FOR THREADED yl 6 PORTION OF THE LAG SCREW F—EXPIRES 3/21/16 (2)TEK SCREWS THREADED PORTION SHALL BE INSERTED IN LEAD 3-02-15 HOLE BY TURNING W/ A WRENCH, NOT BY DRIVING w/ A HAMMER. 6A� "T" INSERT Pmjed n—ber SOAP, OR OTHER LUBRICANT MAY BE USED TO xx_xxx FACILITATE INSERTION IF REQ'D. SCALE: NONE 6En b 02/23/2015 D,-by ANGIE 1 03/02/15 Che�ked by RIDGE CONN . OVER EXIST. WALL WINDOWS sheet No. Date SCALE: NONE D-4 Revisions: N.T.S. Address: 2140 W 7 Ih Street PREPARED 8/02/13, 8:5 1:3 9 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/02/13 ------------------------------------------------------------------------1;------------------------- ADDRESS . : 2140 W 7TH ST SUBDIV: CONTRACTOR ALL WEATHER HTG & COOLING INC PHONE (360) 452-9813 OWNER ROBERT B AND NANCY BAIRD BROWN PHONE PARCEL 06-30-00-9-8-0110-0000- APPI, NUMBER: 13-00000502 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 8/02/13 aLL ^ MECHANICAL FINAL July 31, 2013 9:02:23 AM pbarthol. Karen 452-9813 -------------------- ---- ---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00000502 Date 5/10/13 Application pin number . . . 256790 Property Address . . . . . . .2140 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-9-8-0110-0000- 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 Application valuation . . . . 10763 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2 ,TON HEAT PUMP SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROBERT B AND NANCY BAIRD BROWN ALL WEATHER HTG & COOLING INC 2140 W 7TH ST 302 KEMP ST PORT ANGELES WA 98363 PORT ANGELES WA 98362 (360) 452-9813 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . , HEAT PUMP SYSTEM Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 5/10/13 valuation . . . . 0 Expiration Date 11/06/13 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 13� Grand Total . 64.80 64.80- .00 .00 1�-, N11) VIA 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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIdgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow I Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: I JT,st,/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 I Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts I FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab -Blocking&Hold Downs ISkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 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 05/10/2013 08:57 13604525177 ALL WEATHER HEATING PAGE 02/05 Tm,E CITY OF For City Use W A S H .1 N 11 G T 0 N U . S. Permit# 13 - � Q 321 East 511, Street Date Received-, �--/0 Port Angeles, wA 98362 Date ft2rovecl: 10 - ,13 P: 360-417-4817 F: 360-417-4711 hcatuzo@Cityofpa.us Building Permit Applicatioll roject Address: 2140 West 701 Street Main Contact: All Weather Heming&Cooling Phone # 452-9813 Property Nme Phone Ow er a Owner Robert Brown&Nancy 13,ir(l 206-714.41()9 Maill :Addre q Email P.140 Wc4t 7th Street Lity State VIP — Port Anselcs WA 98363 Contractor Nitne All Weather Henilng&cok)iijif Phone 452-9.411 MallIng Address 302 Kemp Street City Pon Angclvi state WA 7ZIP 98.162 Contractor License # ALLWEJ-IC15OKU Expiration: 9/13 Project Value: Zoning: Tax Parcel # 10,763.04 Lot# ense # Typeof Residential Commercial 0 Industrial 0 Public (3 it m i IPerm I 7r Demolition EJ r-ire 0 Repair 0 Reroof(tear off/lay over) 0 ol tX F r t orthe (ollo ing,fill out both pages of permit application: 0 he N w ew Construction 0 Remodel Addition 13 Tenant Improvement Co M c1l i4 mechanical G) Plumbing Other 13 Existing Fire Sprinkle Maximum Rieight of structure Pro'posed Bedro 1-sed Bathrooms Yes 13 No E3 EProl Project Imiall 2 ton 11eQ1 pUmp SYSLeni Description -- I - — 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 working on projects. I understand the plan review fee is not refundable after review has occurred,I understand that I will forreit 20%of the review fee if I cancel or withdraw the application before plan review has occurred, I understand that if the permit Is not issued within 180 days of receipt, tile application will be considered abandoned,and the fees forfeit. Date Print Name Signature 5/10/13 1 Karen McKeown