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18912 43RD DR NE_BLD20100131_2026
A BUILDING INSPECTION REPORT G1T Y � Permit No. Address: - � A'15 err Contractor: �Y7'�Zes <<N G� Owner: f�.46Ls Date,Ok : APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT Permit No. Aa—6/3/ Address: _ /So!12 y3.zd ,de. t7NG"'0 Contractor: Owner: ,d6�S Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: ,Oa'1iz Date: /� ® Under-floor ® Framing ® Gas Piping ® Footing ^Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 19 Other: BUILDING INSPECTION REPORT Gtt Y o^ Permit No. 0131 Address: 9�tINc�o Contractor: Owner: �D6� Date:APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before JCS lFTlOry TIM/_'01*�4� Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage Insulation ® Other: BUILDING INSPECTION REPORT GttY o� Permit No. Address: 9� p� Contractor: lING� Owner: 1 Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor VFraming ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation ® Other: INSPECTION REPORT • Permit No.: _4�131 Lot #: Address: g��Z Contractor: �dlJ6'�S • Owner: s Date: S /z APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: All Z_ TYP6 OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 'X Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Ax4 BUILDING INSPECTION REPORT G1TY O� Permit No. l0— 41121 Address: /ac Y/Z 0� Contractor: ffOr�ES Owner: Date: y�l8l/Z APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT GYT Y o� Permit No. 10 — bl ?v' 1 Address: 1$0 Z. 14?J"A 6r 7NGO Contractor: �ij K. Owner: baAff. +�Dckaf.S Date: - °� — (2- J APPROVAL ffp PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before W -`... Inspector: &,,,. Date: �— ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: _ VIb r n a me�tt- 14M BUILDING INSPECTION REPORT GAT Y pA Permit No. / Address: Contractor: _/F ES Owner: ,ids Date. -- 7 Z7 ,Z___ APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before JIf Inspector: Z40-f./ZY Date: 3 Z7 /Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Ell Foundation A Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT 41�4�. 102 Permit No. A�Address: Ole Contractor: / p�6 Owner: Date: ® APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector _—Was not able to perform inspection Call 360-435-0674 FOR RE4NSPECTION by 5:00 pm the day before Inspector: o Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ;r?rainage ugh-in ® Final ® Masonry ® Insulation ® Other: BUILDING INSPECTION REPORT �lT Y vF Permit No. Address: ) ! j� Dpz'm" 7�l�NG�`Z Contractor:, Owner: Date: ®'APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector __Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Or Inspector: Date: 60 31 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation Other: BUILDING INSPECTION REPORT Gl11Y o� Permit No. 167 -1Z1 Address: 1j?J12 �3�d Contractor: !�`�6�.5 ��lf NG��Z Owner: Gl� Date: - APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector _,Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before aw Inspector: Date: D 2 ® Under-floor ® Framing ® Gas Piping a F oting ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: v n 1 BUILDING INSPECTION REPORT GIzY O� Permit No. Address:/��/� �/�• ��l fNG,LO Contractor: �GD6�f Owner: D,l� Date:Z APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before fi✓�%miles//-�®'l Inspector: Date: 1,oz4Yh1_ ® nder-floor ® Framing ® Gas Piping Footing Ell Drywall, nailing Ell Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20100131 BUILDING PERMIT Project Address: 18912 NE 43RD DR, ARLINGTON Parcel No: 31051600402500 PROPERTYAPPLICANT OWNER CONTRACTOR DAVE&JAMI HODGES DAVE&JAMI HODGES DAVE&JAMI HODGES 214 S FRENCH AVE#10 214 S FRENCH AVE#10 214 S FRENCH AVE#10 ARLINGTON,WA 98223- ARLINGTON,WA 98223- ARLINGTON,WA 98223- Phone:(425)308-7629 Ext. Phone:(425)308-7629 Ext_ LICENSE#: EXP: Email: Email: PLUMBING , MAR SVILLE PLUMBING A&D MECHANICAL 13318 SR530 NE 9726 WATERWORKS RD ARLINGTON,WA 98223- MARYSVILLE,WA 98271- Lic#:MARYSPIIOIJE Ex A/12/2012 Lic#:DMECHDM902CD E :2/4/2012 DESCRIPTIONJOB NEW SFR VALUATION: $288,212 PERMIT TYPE:Residential PERMIT GROUP:Single Family Residence New NUMBER OF STORIES:2 TYPE OF CONSTRUCTION:V-B NUMBER OF DWELLING UNITS: 1 OCCUPANT GROUP:R-3 CODE:2009 OCCUPANT LOAD: PROPOSEDEXISTING AREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:650 1 ST FLOOR: 1273 2ND FLOOR: 1412 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 'O 1 SETBACK p . REQUIRED: PROPOSED: REQUIRED: PROPOSED: I REQUIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. C� c ��o l2G � IeI7 D —Sig attujrde Print Name 3 Date eleased y Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/1RC110. ARCHIVE APPLICANT ASSESSOR OTHER BLD20100131 CONDITIONS • None PERMIT FEES Date Description -_ Fee Amount Pais! Balance Due 10/5/2010 C-Plumbing Permit Fee $253.00 $0.00 $253.00 10/5/2010 C-Mechanical Permit Fee $145.00 $0.00 $145.00 10/7/2010 C-Building Permit Fee(QTY: 1.00) $2,539.60 $0.00 $2,539.60 10/7/2010 C-Building Plan Review Fee(QTY: 1.00) $1,650.74 $0.00 $1,650.74 10/7/2010 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 Total Due: $4,592.84 $0.00 $4,592.84 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. None i IR"ESIDENTIAL APPLICATION ( SUBMITTAL CHECKLIST Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX (360)403.3447 THIS APPLICATION TO BE USED FOR ONEAND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: �x) Residential Addition ( ) Residential Alteration Also Including: Plumbing ( Mechanical �L� l�ez .�t1 L /G S 16 e7�'S���.5'G}Ci Project Address: —�� �Z �� - Parcel ID#: Lot#: - Subdivision: / ����� s�AJ ����' � Pt-A, Project Description: � F /Z--- Valuation: Owner: �"� /��� /Y10LG Phone Number: %`zS ? Z9 Address: /'s' S AX46-V C Al :4LIC 'e1V City: 424 State: y' Zip Code: gill 1.3 Contact Person:_ Phone Number: 3�3 2 Cell Phone: _ Fax: E-mail: Address: 2 '9 .S F12E^✓c_9 4 0/Ocity: 141 L. State: WA Zip Code:-9 9ZZ 3 Building Area (Sq Ft): 1st Floor: /Lr7 3 2"d Floor: /1y/Z- 3`d floor: Deck: z6a Garage/Carport: `17 rS Basement: //- 7 3 Project Valuation: Contractor: Jfir-t 1 1-14 66 iF S Phone Number: 41-5 300 74i0 Address: City: State: AVA Zip Code: 9Ez.2 3 Contractor's License Number: Expiration: Plumbing Contractor- �22n4 'ZZEL Ze.i-r Phone Number: 344_1 leftsc 5*55*s Address: � din 7 City: 4� 4- State: IVA Zip Code: yV Contractor's License Number: I__I__I__tt'IZ'4 S f 1�1-1 Expiration: Mec nical Contractor: A C!!,ii AAl1 LR U Phone Number: �Addr7sCity: State: Zip Code: ( Contractor's License NumberlmEILIR DM9 b Expiration: a-Ll'-��� I hereby certify that the.above information is correct and that the construction on, and the occupancy and the use of the above- Ce ' ed property will be in accordance with the laws, rules and regulation of the State of Washington. Appli ants W&G4 Date Print Applicants Name RECEIVED FOR STAFF USE ONLY SEP 2 9 91 _er_� T CENTER A P RMO Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-143 Page 7 of 13 7/10CJY RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower �^ X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = �, Hose Bibb 3 X 2.5 = �' Kitchen Sink X 1.5 = !s Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 1.0 = Shower(Stand Alone)Each Head ` X 2.0 = Water Closet(Toilet) X 2.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture Units . Traps other than above items Column Totals 1 Estimated Project Valuation Building Square Footage 1Sr Floor z 27—7�3 2"d Floor derl 3rd Floor Basement_ /Z.7 3 Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 7e2 feet. C. Difference in elevation between meter and highest fixture: Z- P feet above meter or '7 feet below meter. D. Pressure in street main: 7 psi. (Measure with gauge or check with Water Department) f_Lhereby certify that the Vbove information is correct and that the construction on, and the occupancy and the use of the above- descr'ib d prgperty will b accordance with the laws, rules and regulation of the State of Washington. Applr Date WEB Forms—143 Page 8 of 13 7/10CJY I ADDENDUM TO RES.AT 18912 43RD NE ARL. BASEMENT IS UNFINISHED HEADED SPACE 6 MIL VISQUEEN OVER COMPACTED FILL SAND SLAB ON GRADE THRU-OUT R-10 INSULATION AROUND PERIMETER WALLS R-21 UNFACED INSULATION TO BE COVERED WITH FLAME RATED PRODUCT HEADERS IN WEST WALL TO BE 6X12 DUG FIR #2 BETTER FLOOR BEAMS TO BE 3/12X9 LSL 1.55E INSULATION WALLS:R-21 UNFACED FLAT CEILING R-38 BLOW 60"CORRUGATED BAFFLES WRAP EXPOSED PIPES AIR SEAL FOAM PER CODE ANY VAULTED CEILING R-38 UNFACED VENTING: WHOLE HOUSE FAN TO BE INSTALLED IN UTILITY ROOM QT 110 2.5 SONE VTO ON 24 HOUR TIMER KITCHEN FAN 100 CFN VTO ALL BATH FANS 80 CFN VENTED TO OUTSIDE VTO WINDOWS VENTED ONE PER AREA,OR LIVABLE SPACE HEADERS; ALL HEADERS ON EXTERIOR WALLS.DOORS AND WINDOWS 1ST&2ND FLOORS TO BE 6X10"H/F #2 BETTER GARAGE DOOR OPENINGS TO BE 6X10 CORNER TO CORNER EACH OPENING hw- py CITY OF ARLINGTON RECEIVED BUILDING DEPARTMENT OCT 07 2010 /` COA PERMIT CENTER DATE ® I-{� BY b �31 NO HA GES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR :Z 1 I �� � � � - � 1 5/8" TYPE X CG.IN.B •J�1 R-21 INSULATION 2"xb" STUDS ® Ih"O.C. 2"xb" TREATED PLATE 5/8" ANCHOR BOLTS 12°o.G. r _ t• _ �TT 7,-21 INSULATION ta I I I�11 I�I I� r 11 1 a I a I FT I1l_-� I�ll�fl� 4 BAP, I2"0.cl' I I l I� � f I" AIR SPACE I I 2"xb" TREATED PLAT 4" MIN. PERF. PIPE I__. F 1N/PER1/IOUS 6 M u. V/S Q U EW`. ..: }' a BACKFILL 4 R-10INSULATION ---� 244 BARS FIORZ. (T (PICAL) 8" COMPACTED SAND/GRAVEL 15" 17ETAIL BASEMENT" ViALL AI F. 1R/4" = V e)" RECEIVED OCT 0 7 2010 COA PERMIT CENTER i x > ~ d z til tTj w � > d d art �M• � 0 (DD 0000 000 p W D0-4 o N z IQ It z rt 3 t7l (D O 0-� O 0-4 Z o H > It d a � � cn ry m n `D vd 0 cn � O cn t l d c z � 0 d n ,>� O -- rD p n C d tri O Z r � I rCD � � C z d N n a �• Duct testing Calculator (New Construction) House address or lot#: Conditioned Floor Area: vC� Duct tester location: Pressure tap location: cL oe_> Ring(if applicable): open 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present 5 6 CFM�per 100 sf of CFA .06 X CFA 5 CFM25 Air Handler not Present <_4 CFM2s per 100 sf of CFA .04 X CFA 5 CFM25 Post Construction Test Method & Test' Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA<_ CFM25 5 8 CFM25 per 100 sf of CFA Air Handler Present-(Leakage to Exterior) .06 X CFA 5 CFM25 5 6 CFM25 per 100 sf of CFA 1. Test results'must comply with one of the Standards options. 2. Test CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Standard Tested std Calculated Test Result CFM50 ((QtZCf CFM50 X 0.055)_ ( CFA X 144)) =SLA 0.00030 SLA _ ,- C)C0 ,S_ divided by = -SLA Glossary Lf ZS-3 30 - PJc(P , Rough-in: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFM25: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure rA SLA: Specific leakage area ,� 1 .: III �� � 1 � � , _ � - 1 I - - _ - i; _ ' - � - _ �, 000000 0000000000000000000 - 000000 JM Climate Pro Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name Date Address City State Zip RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS 4dNew Construction If Retrofit: R-value Thickness Area Insulated ❑Retrofit Depth of Previous Insulation in. Ceilings in. sq ft Number of bags used .341 Estimated R-value of Previous Installation in. sq ft Area Insulated It. Types of Previous Insulation in Attic Walls in. sq ft Thickness of Insulation /r j in. in. sq ft R-value of Insulation !_/i) Floors in, sq ft in. sq ft CLIMATE PRO INSULATION,BAG WEIGHT—28.5 LB.MINIMUM R-VALUE MINIMUM INSTALLED MAXIMUM NET MINIMUM WEIGHT SETTLED THICKNESS(in.) BAGS PER 1,000 S0.FT. (hr•sq.ft.•°F/BTU) THICKNESS(in.) COVERAGE(sq.ft./bag) (lbs./sq.ft.) To obtain an insulation Installed insulation Expected thickness Minimum number of Contents of this bag The weight per sq.ft. resistance(B)of should not be less after long-term settling bags per 1,000 sq.ft. should not cover of installed insulation than: has occured of net area: more than: should not be less than: 11 4.4 4.4 4.9 202 0.156 13 5.2 5.2 5.9 170 0.185 19 7.4 74 8.7 114 0.275 22 8-5 8 5 10.2 98 0.321 26 10.0 10.0 12 2 82 0.384 30 11.4 11.4 14.2 70 0.448 38 14.2 14.2 18.4 54 0.579 44 16.2 16.2 21.6 46 0.680 -19 17.8 17.8 24.3 41 0.767 60 21.4 21.4 30.6 33 0.963 See reverse to determine adjustment in coverage for Climate Pro Insulation installed in Minnesota. Insulation Contractor Signature ).:;-.,;,; ,. Date Company pf}jley Address Phone Home Builder Signature Date Company Address '`�---''Ph I M" ,Johns Manville 0000000000000000000000000000000000000000000000000000000 Johns Manville,717 17th Street,Denver,Co 80202,specJM.com.For more information,call(800)654-3103. BIC-162 03/12©2012 Johns Manville.Printed in USA. Visit our website at specJM.com imate Pro° Fiber Glass'Blowing Wool for Minnesota Only WINTER DESIGN TEMPERATURES NM �. City Temperature(F) City Temperature(F) eM s • 4i Winona -14° Brainerd -20° Willmar -15' Duluth -21° St.Cloud -15, Fergus Falls -210 d„ Minneapolis -16° Alexandria -22° _ Mankato -17' Virginia -25° Rochester •17' International Falls -29° Albert Lea -17' Bemidji -31° u, w .• Faribault -17° w is �s ur s u r-ners to make fair comparisons and informed decisions,the Federal Trade Commission requires that al I home insulation products be tested and labeled manner.FTC Trade Regulation Rule Part 460 specifies that all products be rated at 75°F mean temperature. i n-place performance of insulation materials may vary due to installation quality,temperature difference,framing or other factors,fibrous insulation generally improves as attics get colder.However,at extreme cold temperatures,the performance(R-value)of fiber glass insulation products may start 1 ow the labeled value.This is due to the phenomenon of convection in the attic causing slight air movement through porous cavities within insulation "e extreme temperatures at which this effect occurs varies with product type and manufacturer.For instance,fiber glass batt insulation does not exhibit 1 Lie at temperatures normally seen anywhere in the United States. _fill insulation products are more susceptible to convection than batts because the random orientation of the fibers provides less resistance to air flow. only a few areas within the United States reach sustained temperatures cold enough to cause concern. All loose-fill products perform differently. _✓i I Ie has extensively tested our attic insulation products at extreme cold temperatures. t�W requires an insulation product to be designed to provide Its stated R-value at winter design temperatures.The chart below shows the additional I i mate Pro insulation needed to attain a desired R-value at various winter design temperatures. pE CLIMATE PRO NEEDED TO ATTAIN R-VALUE IN EXTREMELY COLD TEMPERATURES sign R-38 R-44 vre Extra Depth Inches Extra Begs per 1,000 sq.ft. Extra Depth Inches Extra Begs per 1,000 sq.ft. F 1 2.0 A 0.5 F 1�/2 2.9 3/4 1.5 oolder 21/2 4.9 2 4.1 - Sig" R-50 R-60 -lure Extra Depth Inches Extra Bags per 1,000 sq.ft. Extra Depth Inches Extra Bags per 1,000 sq.it. �F 0 0 0 0 ]�F 0 0 0 0 colder 1 2.2 0 0 -7 U SHOULD KNOW ABOUT R-VALUES _[lows the R-values of this insulation.R means resistance to heat flow. the R-value,the greater the insulating power.Compare insulation Before you buy. thi, -ulation '^+ d properly WIL11 N11.. '17 j Johns Manville / Insulation Systems 717 17th St. Denver,CO 80202 (800)654-3103 specJM.com --- Zed on recycled paper. BIC-162 03/12 (Replaces 07111) ©2012 Johns Manville.Printed in USA. nl 0 rn Z �Zrn d0 rncn,-xi p �� R �C o � Cl D =3 O rrti ul ti o > � U){fit (Drnr ¢vXM np t•TS(D Dn zrn D 4� 7C U► m N X rn X '< 4' C3 r t ril O N UA 3 � d C- rn rn rn 3 O z Cl N = rn knn ccns, rn�� C7 (TI7C n { -D-� p z 21--a(i rn rnrn z r w � � {�z > �pD o �O o E00 n r,�5 rn I Plan review— 18912 43rd Dr Required re-submittals: �CE Ls;- Wl " � Provide basement details (habitable space) Provide WSEC form for insulation values and indicate Whole House Fan system Provide header details for east and west walls, each story Provide floor beam details for 3 % LSL 1.3E (tables appear to require an LSL 1.55E) Provide garage door header details for 3 % LSL 1.3E (tables appear to max out at 9'-2" span) FYI's Slab-on-grade throughout? If so, provide solid base with vapor-retarder under slab with thermal break at foundation wall Step footings/cripple walls must be installed per IRC602.11.2 (attached) Provide safety glazing in all indicated areas Deck attachment must be per IRC502.2.2 & 3 (attached) Provide impact protection in front of gas-fired appliances in garage Lights required at all stair landings Hard-wired/inter-connected smoke detectors required on all floor levels and inside and outside of all sleeping rooms CO detector required on level of sleeping rooms per IRC315 4-inch building sewer is required Guards and handrails per IRC All work subject to field inspection 'h: I .x. BLD20100131 (ARUSKO/PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20100131 OWNER: HODGES, DAVE&JAMI STATUS:APPLIED ADDRESS: 18912 NE 43RD DR,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 9/30/2010 SCREENS: Select Screen... FUNCTIONS: Select Permit Function.. SINGLE FAMILY RESIDENCE NEW Reviews ADD REVIEW REMOVE REVIEW PRINT CLOSE Review Description Assigned To Due Date Last (#) Req? Done? 'ASSIGN 2000 C-Building I CYOUNG 10/14/2010 0 Y N ASSIGN 2008 C-Community Development I ARUSKO 10/14/2010 0 Y N ASSIGN http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx... 9/30/2010 i _ �� RESIDENTIAL APPLICATION ` SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 FlIve I;Vecf' Number of Plumbing Fixtures (Including Rough-Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower Z Z X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = L" Hose Bibb X 2.5 = Kitchen Sink X 1.5 = ` Laundry Sink X 1.5 = J Lavatory(Bathroom Sink) c X 1.0 = Shower(Stand Alone)Each Head X 2.0 = Z' Water Closet(Toilet) 3 X 2.5 = .71 5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Total Fixture Other Units rJ Traps other than above items Column Totals t Estimated Project Valuation Building Square Footage 1" Floor !0 7- 2"d Floor ���� � 3`d Floor Basement /Z-7 3 Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 7e.? feet. C. Difference in elevation between meter and highest fixture: ZJO f feet above meter or 7 _feet below meter. D. Pressure in street main: 70 psi. (Measure with gauge or check with Water Department) reby certify that the bove information is correct and that the construction on, and the occupancy and the use of the above- descr d property will b accordance with the laws, rules and regulation of the State of Washington. �— --'Q, O n - a d-©I l� Applicants St"re I Date WEB Forms-143 Page 8 of 13 7/10CJY r y I T RESIDENTIAL APPLICATION � ` J SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signat _ Date: do I[� w6 r/Owner's Re rese ve Company: _ Phone: RECEIVED SEP 2 9 2010 C OA�PER-,Ml IT CENTER ( _' 3 r WEB Forms—143 Page 6 of 13 vt7�oCJY" ` .r i� c• ..— �+'�— = — �J 't RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2,1 SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: Residential Addition ( ) Residential Alteration Also Including: k Plumbing pc) Mechanical Project Address: /9 9 /Z 31,3 X-r, yz '4/6 °4 R•< Parcel ID#: ,16 S )6 ar' Ile,Z 5 UG Lot#: - Subdivision: Project Description s Valuation: Owner: _ �A �C r-�'.0bG � Phone Number: �---s '?oe 74 z9 Address: e-12 5 FRE "C.1-1 '0XV City: State: k yq Zip Code:Z_ Contact Person., �j�l�'1 l Phone Number: 7<, 2- 9 Cell Phone: Fax: E-mail: Address: Y S' k 646 "4 VE ' /�City: � � Stater Zip Code: Building Area(Sq Ft): 1st Floor: /2-7 3 2nd Floor: 3rd floor: Deck: Z 47P Garage/Carport: `/7 3 Basement: Project Valuation: l Contractor:_ 6m. L'G g' Phone Number: -e7'2 � 762 I Address: 2/`- S FLz=`^"0 L1,14 �p/d City: State: �' Zip Code: Contractor's License Number: Expiration: _ Plumbing Contractor �? �� ��'/«- - �'tr�M Phone Number: 3 4-U 5 Address: t 73 d S� 53 y /�� City: 41Z4- State: e°✓/I Zip Code: grFZ-7-3 Contractor's License Number:_M1"i=7 SP I _a-o_--J I, Expiration: Mach nical Contractor: A 4•-- U aAIl/ Lp L Phone Number. Addr Y'� 14, 24) City: State: h-14 Zip Code:262-7f: Contractor's License Numberlm ECIR b M9 0 Expiration: a-9 �- I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- ed property wil in accordance with the laws, rules and regulation of the State of Washington. c 4 -a!=-- Appl nts • t&fd Date Print Applicants Name RECEIVED FOR STAFF USE ONLY SEP 2 9 ( •j :b to Q I�,i COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-143 Page 7 of 13 7/10CJY I RESIDENTIAL SUBMITTAL RE UIRE � tVl E I?�TS _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 ZONING VERIFICATION APPLICATION 24 hour turnaround n — if inspection is Date: ` required 48 hours Address: V /q/ZL Parcel #- 3/0 _ Owner/Applicant: ^,q r1j I X 6 �S Signature: ta Verification of accurac and agreement to follow the City of Arlington Municipal Code Phone: (h) y1 S 30g7 7 6 g (c) 1. Please check one: a. Single-family dwelling b. Duplex C. Addition d. Accessory structure 2. Lot Size: Width: 60 . v Z_ Depth: ! Z 0 , rC)i Area: 72_Gc) 3. Proposed Dimensions: W) 15'6� L) Z1,0 H) Z& Total SF)_ - 4. Describe Proposal (include cross street): _ i� !� </s ��Z + 5. Provide distances from the new construction to the property lines. The measurements should conform to the measurements drawn on the site plan on the accompanying page. Right distance: S ft. Left distance: _ ft. Both sides: ft. Front distance: Y ft. Rear distance: S ft. Between structures: ft. - For City Use Only All: Please add comment in permit trax if any item requires further evaluation, mark (PT) in the space provided. If no further evaluation is required please mark (OK). Water Service _ Storm Water _ Set Backs Fire Hydrants Sewer service � Site Civil Req'd '09 — Zoning Steep Slopes Cross Connection Public Improvement Required _ Critical Areas OFFICIAL USE ONLY �SEP 2 9 2010L AP PROVED DENIED DATE IN '.o1'�Zot o 0 C A tYRN AOD -6A fLAGs€ 1s�7-.3 _ i IOT 11�FfL eIZA a�da� _pp 2--C'- 1- -- - ` f,✓/i! Z _bA it GONG S ! G,OF /6 !�G—lG-12 SG SAOIZ?_ PLAT tz73 ►�i ps- VLl 23 C-auA6t- zZ i Lo-r !Dz -?zoo _x- 35 �U 25ZD lot ' ur`c_ C,os j h 60ve-k.466-- /79Y 72cab= 25y Srt�C w4L({ w -� h Tl 1 f I - /.� n- RECEIVED SEP 2 9 2010 COA PERMIT CENTER F)(b 6-9v 10 01 31 S 1,A - / `� 26 _ i - � - fi" I��.':1 I�T t tti'� � WALL CONSTRUCTION R602.11.2 Stepped foundations in Seismic Design Cate- accordance with Section R602.10 and the additional require- gories Do,D, and D, In all buildings located in Seismic ments of Table R602.12(1). Design Categories Do, D, or D2i where the height of a For detached one- or two-family dwellings in Seismic required braced wall line that extends from foundation to Design Categories Do,D,and DZ,wall bracing and hold downs floor above varies more than 4 feet(1219 mm),the braced at exterior and interior braced wall lines shall be in accordance wall line shall be constructed in accordance with the follow- with Sections R602.10 and R602.11 and the additional require- ing: ments of Section R602.12.1 and Table R602.12(2).In Seismic 1. Where the lowest floor framing rests directly on a sill Design Categories Do,D,and DZ,cripple walls are not permit- bolted to a foundation not less than 8 feet(2440 mm) led,and required interior braced wall lines shall be supported in length along a line of bracing,the line shall be con- on continuous foundations. sidered as braced.The double plate of the cripple stud R602.12.1 Seismic Design Categories Do,D,and D,Wall wall beyond the segment of footing that extends to the bracing where stone and masonry veneer exceeds the first lowest framed floor shall be spliced by extending the story height in Seismic Design Categories Do, D, and Dz upper top plate a minimum of 4 feet(1219 mm)along shall conform to the requirements of Sections R602.10 and the foundation.Anchor bolts shall be located a maxi- R602.11 and the following requirements. mum of 1 foot and 3 feet(305 and 914 mm)from the step in the foundation.See Figure R602.11.2. R602.12.1.1 Length of bracing.The length of bracing 2. Where cripple walls occur between the top of the along each braced wall line shall be in accordance with foundation and the lowest floor framing,the bracing Table R602.12(2). requirements of Sections R602.10.9 and R602.10.9.1 R602.12.1.2 Braced wall panel location.Braced wall shall apply, panels shall begin no more than 8 feet(2440 mm)from 3. Where only the bottom of the foundation is stepped each end of a braced wall line and shall be spaced a maxi- and the lowest floor framing rests directly on a sill mum of 25 feet(7620 mm)on center. bolted to the foundations, the requirements of Sec- R602.12.1.3 Braced wall panel construction. Braced tions R403.1.6 and R602.11.1 shall apply. wall panels shall be constructed of sheathing with a thick- R602.12 Wall bracing and stone and masonry veneer. ness of not less than'/16 inch(11 mm)nailed with 8d com- Where stone and masonry veneer is installed in accordance mon nails spaced 4 inches(102 mm)on center at all panel with Section R703.7,wall bracing shall comply with this sec- edges and 12 inches (305 nun)on center at intermediate tion. supports.The end of each braced wall panel shall have a hold down device in accordance with Table R602.12(2) For all buildings in Seismic Design Categories A,B and C, installed at each end. Size, height and spacing of wood wall bracing at exterior and interior braced wall lines shall be in studs shall be in accordance with Table R602,3(5). WHERE FOOTING SECTION"A"IS MORE THAN 8 FT SPLICE PROVIDE METAL TIE 16 GA BY 1.5 BY FT MIN. EACH 2x SILL PLAT SIDE OF SPLICE W/8-16d COMMON NAILS, 2 FT MIN E .— 2-2x PLATE � n a a 1� it c r_ c s CONCRETE STEPPED " FOOTING I 2x CRIPPLE Ilc c ,It � STUD WALL \yY/ FOOTING SECTION"A" Por SI: 1 inch=25.4 rum,1 foot=304.8 mm. Note:Where footing Section`A"is less than 8 feet long in a 25-foot-long wall,install bracing at cripple stud wall. FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION 2009 INTERNATIONAL RESIDENTIAL CODE® 185 - - __ ------ ----- -- - ~�---_ - -- __ - - - - - - .^ � = � - * ^ � - ' . + . .. - ^ � , v , . | r � .. " , / SIZING TABLES How to Use This Table 1. Determine Header Condition. 2. Locate Rough Opening. 3. Determine loading and House Depth. 4. Select TimberStrand®LSL header depth. Note:Bold italic indicates that a 3!6"x 51/2"TimberStrand®LSL header can be installed in plank orientation in a 2x6 wall. Also see General Notes on page 7. 1.3E TimberStrand` LSL 31/2" Wide 1.3E TimberStrandO LSL Window and Door Headers Non-Snow Area 125% Snow Area 115% Header Rough Roof Load=2OLL+15OL Roof Load=301L+15OL Roof Load=4OLL+15DL Roof Load=55LL+15DL Condition Opening Floor Load=4OLL+12DL Floor Load=4OLL+120L Floor Load=4OLL+12OL Floor load=4OLL+12DL House Depth House Depth House De th House Depth 2T7 28' 1 32' 24' 28' 32' 24' 28' 32' 24' 28' 32' 3'-2" 4M„ 484" 44„ 444 4W 4W 44- 43W 444" 4W 4M„ 43/B 3'-8' 44' M15 ' 43i5" 43rf" 43rti" 4M" 43/8' 43/e' 51/z' 51/2" 51Ile Roof Only 4'-2" 4W " 4W 43/a" 51/2" 51/2' 51/2" 51/2" 51/2" 51/2" 51/2" I 4'-8' W " 51/2' 51h= 5V2' 51/2' 51/2" 51/2' 71/" 71/4' 7V4" 5'-2' S1/2" 51/2" 51/2" 51/2" 51/2" 7114 71/4" 71/4n 71/4" 71/n _ 5'-8" 5V2' 51/2" 71/4- 71/4" 1Ve 7W 71/4' 7%' 7V44' 85/a'(T1House 6'-2' S1/2" 71/4" 71/4" 71/4" 71/4" 71/4" 71/4" 85/B" 85/Bt�1 85/B"1�1Depth 6'-8" 71/4' 44' 7y' 11/4' 71/4' 71/' 85/8' 85/B' 85/a'_ 85/a"(2) 91J"1�1 7''2" 71/4" 71/4" 71/a" 7W 85/B" 85/8 85/8 85/8 85/8t2) 85/8421 91/4t21 111/4°I21 8'-2" 85/8' 81/e' 85/H' 8V8' 85/8" 85/e" 85/e' 91/a'(2) Ill/,'(2) ll14"l2) 111/4"(2) 111/'(2) 9'-2" 85/B" 85/8u 91/" 91/" 91/4" 111/4"(2) 111/4"(2) 111/4"(2) 111/4"(2) 111/"(2) 3'-2" 4'4" 44' 4'4" 4N" 44" 44" Off" 1 441 4h' 4W 4'4" 434" 31-8" 4W 43/H" 51/2" 4W 4%" 51/2" 44„ 43/8" 51/2" 4/„ 43/8" 51/2„ 4'-2' 5V2" 51/z' I 51/2' 51/2' 51/2' 512' 51/2' 51/2" 51/2' 51/z' 51/2" 51/2' Floor—One Story 4'-8" 51/2" 51/2" 7114" 51/2" 51/2" 1 71/4" 5,12" 51/2" 7114" 51/2" 51/2" 71/4" 51'2' 71/4" 71/" 71/4" 71/4' 71/4' 71/4" 71/4' 71/' 71/4' 71/4' 71/4' 71/4' 51-8" 71/4 71/4" 71/4" 4 71/4" 71/4 71/4" 71W 71/4 71/4" 71/4" 71/a" _ 7114 8'-2' 11/4' 71/4' 85/H' v4� 1y- B5/8' . .. 7V'_ 7V" 85/8' 71/4' 711" 85/H' 6'-8" 71/4" 8% 85/8 71/a" 85/B" 85/H" 71/4n 8M/ 85/Hu 71/4" 85/B" 85/H" 7''2" 85/a' 85/8" 91/4'(2) 8'y8' 85/8' 91/4'(2) 85/8' 85/8' 91/442) 85/8' 85/B 91/4"(2) " 91/4" 111144"(2) 111/4"(2) 9114" 111/a"(2) 111/4"(2) 91/4" 111/4"(2) 111/4"(2) 91/4" 111/4"(2) 111/4"(2) 9'-2' 11V44'(2) 111/4"(2) 111/4'(2) 111/4"(2) —11V44'(2) 111/4'(4 111/4"t2) 111/4'(2) 3'-2' 43" 4W 434 4M„ 43h„ 43/8" 4W 43/8 51/2" 43/8 51/2" 51/2n 3'-8" W 43/s' 43/e' 43/a" 51/2' 51/2' 5Y2' 51/2' 51h" 51h' 51/2' 71/4" Roof Plus 4'-2" 51/2" 51/2" 51/2" 51/2" 5W' 51/2" 51/2" 51/2" 71/4" 71/4 71/4" 71/443 One Story 4'-8" 51/2' S1/2' 71/4" 5W 71/4' 714" 71/4' 71/4' 71/4"(�) 71/4 7V44'(�) 85/e'(2) (Bearing) 5'-2" 71/4" 71/4" 71/4" 71/4" 71/4" 71/4n 71/4" 71/4" 85/8"(2) 71/4't2t 85/8t2) 85/8"(2) 51-8. 71/4' 71/4' 71/4' 70' 71/4' 85/8"(21' 71/4' 85/8'(2) 8%'(z) 85/H"(2) 85/8"(z) 91/442) 6%2" 7V44" 71/4" 85/H" 71/4' 85/Ht2) 85/8"421 85/8 t21 85/8.121 91/4t2) 85/8"12) 91/4"(2) 111/4"(2) 61-8' 85/H" 85/s" 8y8'(2) 85/1' KAM) 91/4V2 g5/e'lz) 91/4'(2) I11/4'(2) 91/4°(2) 111/4'(2) 111/4'(2) 7'-2" 85/H" 85/9"12) 85/Ht21 85/Bt2r 91/42) 111/4"(2) 9(/nt21 111/4"(2) 111/4"(2) 111/4"(2) 111/4"(2) 8'-2" 9V4'(2) 111/4'(2) I1V4"(2) 111/4'(2) 11(/"(2) 111/4"(2i 111/"l2) I11/4"(zl 9'.2• 111/4"(2) 111/4"(2) 111/a'(2) 111/4(2) — — ■Symbol represents location of TimberStrand®LSL header. ♦ Symbol represents supporting beam or structural bearing wall located at center of house,below floor. ( )Symbol represents minimum number of 2x_trimmers required at end of header. • See Bearing Requirements on page 7 for bearing length requirements at continuous-span supports. level Beam,Header and Column Specifier's Guide TJ-9000 June 2010 6 ,. ._�, '� • • I I SIZING TABLES General Notes • Tables are based on: Bearing Requirements — Uniform loads. Tables assume minimum header support to be one trimmer(1%2")at each end and — More restrictive of simple or continuous span.Ratio of short span to long span 41/2"at continuous-span supports. should be greater than 0.4 to prevent uplift. — Roof truss framing with 24"soffits. (2)Minimum header support to be two trimmers(3")at each end and 71/z"at — Exterior wall weights of 80 plf,interior 60 plf. continuous-span supports. — Deflection criteria of L/360 live load and L/240 total load. (3)Minimum header support to be three trimmers(4W")at each end and 111/a"at ■ Tables do not consider attic loads acting concurrently with roof or snow loads. continuous-span supports. Also see How to Use This Table on page 6 and General Assumptions on page 5. For additional bearing information,see pages 34 and 36. 31/2" Wide 1,3E TimherStrand® LSL Windrow and Door Headers continued Non-Snow Area 125% Snow Area 115% Header Rough Roof load=20LL+150L Roof Load=30LL+15DL Roof load=40LL+150L Roof Load=55LL+15DL Condition Opening Floor Load=40LL+12DL Floor Load=40LL+120L Floor load=40LL+120L Floor Load=40LL+12DL House De th House Depth House Delpth House Depth 24' 28, 32' 24' 28' 32' 24' 26' 32' 24' 28' 32' 3'-2" 4W 43/8 43/8" 43/8 51/2 51/z" 51/2 51/2 51/z" 51/2" 51/2" 71/"121 Roof Plus 3'-8" 51/2' 51/2' 51/2" 51/2" 51/2" 71/4" 51/2' 51/2" 71/4"(2) 51/2 71/4'(2) 7V44'121 One Story 4'-2' 51/2" 51/2" 7114n 51/2" 71/4" 71/w21 71/4" ]1/4"(2) 71/4w21 71/4"(2) 71/4 t2) 85/8w2) (No bearing) 41-B" 71/4'__ 71/4' 71/4tz) 71/4• 71/4"(2) 71/4"i2) _71/4° _71/4-i21 85/8^(2) 7V44t21 85/8°(2) 85/g"(2) 5''2" 71/4" 71/4wz1 71/40(2) 71/4 85/g"r2) 85/B44 85/gw21 85/a"(z) 85/g"l21 85/8"(21 85/8"12) gl/4"(2) 5'4" 71/4" 85/8'l2) g5/8'(2) 85/8"(2) 85/g"(2) 91/4"(2) 85/8"(2) 91/40121 111/"(2) gl/4'(2) 111/4"(2) 111/492) 6'_2" g5/gw2) g5/g�(2) 91/4"(2) 85/8"c�1 91/'(� 111/4°(2) g1�w21 111/4"(2) 111/4"l2) 111/"l2) 111/4"lzi 11114"(3) 61_8" 85/8^(2) 91/4'(2) 11%4"(2) gl/4"l2) 111/4"(2) 111/4"(2) 111/492) 111/4"(2) 111/4"(z) 11%4"(2) 111/4"(z) House Depth 91/w2) 111/4"(2) 111/4"(2) 111/4"(2) 111/4°(2) 111/4"(2) 111/4"(2) 11114(2) 111/4"l2) 8'2' 111/4'(2) 111/"(2) -- 111/4"(2) —— 3'-2" 51/2n 51/2" 71/4n 51/2" 51/2„ 71/4" 51/2„ 51/z„ 71/4" 51/2" 51/2n 71/4" Floor—Two Stories 3'-B" 71/4" 71/4"(2) 71/4°12) 71/4" 71')2) 71/'t2) 71/4" 71/4'(2) 71/•(2) 71/" ]I/4'(2) 7V44"(2) 4' 2" ]y" 85/8 12I 85/8"(2) ]1/4" 85/B 1� 85/Bt2) ]I/4" 85/gw21 85/Bw2) 71/4" 85/e421 85/8"121 4'.8" 85/8"(2)) 85/8'(2)1 gl/4"(2) 85/g"(2) 85/8"l2) gl/4"12) 85/B"(2) 85/B-(2) gl/4"(2) 85/g"(2) 85/8'(2) gl/4-(2) 5'-2" 85/8.121 91/"(2) 111/4"(2) 85/8w2) 91/4"121 111/4°(2) 85/8w2) gl/4"(2) 111/4"(2) 85/8"(2) 91/4w21 111/4"(2) 5'4" 91/4"(2) 111/4"(2) 111/4'(2) 91/4^(2) 111/4"(2) 111/492) g1/4"(2) 111/4"(2) 111/4'(2) 91/4'(2) 111/4'(2) 111/4(2) 6'-2" 111/4"(2) 111/a"(2) 111/4"(z) 111/4"(2) 111/4"(21 1 111/4"(2) 1 111/4"(2)1 111/"(2) 3%2' 4N" 43/s" 51/2" 43/8 51/2' 51/2' 51/2" 51/2 51/z' 5V2* 51/2" 71/4t21 Roof Plus Two 3'-B" 51/2" 51/2" 51/2" _ 51/2" 51/2" 71/" 51/2" 71/4'' 71/444 71/4 71/4012) _ 71/4-121 Stories(Bearing) 4'-2" 51/2" 51/2' 71/4' 71/4' 71/4' 71102) 71/4 711021 71/4"(2) 71/4"(2) 71/4')2)i 85/a'(2) 4' B" 71/" ]l�" 71/4"l21 714 ]1/4t21 85/8•Iz) ]1/4w2) 85/Bw2) 85/B 121 85/8w2) 85/aw2) 85/8921 5'-2" 71/4' 71/4"(2) 85/g'(2) ]1/4"(2) 85/g"(2) 85/02) 85/8"(2) 85/g"(2) gl/4'(2) 85/02) 91/4(2)1 gl/4"(2) 5'.8" 71/4'12) 85/g t2) 85/8"121 85/8t2) 85/8'l2) 91/4"m 85/Bw21 91/4.12) 111/4"(2) 91/-44 111/4"(2) 111/4"(2) 6'-2' 85/8"(2) 85/8'(2)i 91/4")2) 91/4"(2) gt/"(2) 111/4")z) g1/"(2) 111/4 111/4"(2) 111/4"(2) 111/4'(2) 6'-8" 85/g"(2) 91144V) 111/4"(2) 111/4"(2) 111/4"(2) 111/4"(2) 111/4"(2) 111/4")z) 111�"lz) T' 2" 91/4'(2) 111/4"(2) 111/4"12) 111/4"(s) 111/4"(2) 111/a'(2) Roof Plus Two 3'.2" 51/2 71/4t2) ]1/4"12) 51/2" 71/4w21 71/4"12) 71/4w21 ]I/4"12) 71/4t2) 71/114 71/4w2) 71/421 Stories(No Bearing) 3'-8" 71/4t21 ]1/4"(2) 71/4°(2) 71/4'(2) 71/4*121 ]1/4"(2) - 71/4"l21 71/4"(z) 85/8'(2) ]1/4'(2) _ 5/g")82) 8Vgi2) 4'-2" 71/4"(21 71/4w2) 85/Bt2) ]I/4w2) 85/gw 85/8 2) w2) 85/8t21 1 85/8012) 85/8'121 85/842) 85/g'12) 91/4"12) 4'-8" 85/g"(2) 85/8w21 85/842) 85/8'(2) 85/8-(2)1 91/4'12) 85/g"(2) gl/4'(2) 111/4'(3) 85/8"(2) 91/4"(2) 111/'(3) 5'-2' 85/,421 91/4w21 gl/4"(2) g1/4w2) 111/4"(2) 111/4"(3) 91/4w21 1 111/4"(2) 111/4"(3) 111/4"(2) 111/4"(3) 111/a"(3) 5'4" 91144'(2) 111/4"(2) 111/4"(3) 111/4'(2) 111/4'(3) 11 y'(3) 111/021 111/4131 111/4"(3) 6'_2' 111/a"(2)1 111/a"(3) 111/4"(3) 111/4"(2) 111/4"(3) ■Symbol represents location of TimberStrand®LSL header. ® Symbol represents supporting beam or structural bearing wall located at center of house,below floor. ( )Symbol represents minimum number of 2x_trimmers required at end of header. • See Bearing Requirements above for bearing length requirements at continuous-span supports. iLevel Beam,Header and Column Specifier's Guide TJ-9000 June 2010 7 __ __ ___ _ ,� - = , + �, r - - - - ----- - - , � . | � | = .^ , . ' ' � | " | | � � � � | | ' SIZING TABLES How to Use This Table 1. Determine appropriate Roof Load and House Width. 2. Locate Rough Opening. 3. Select header size and material. ■ iLevel offers 1.55E TimberStrand®LSL pre-cut garage door headers;however,they are not available in all regions.Call 1-888-453-8358 to determine availability. Also see General Notes on page 9. I� RouBh ti sP epeMgB �°�6 , I � Ruugh oPenmg Headers Supporting Roof RoolLoad House Rough Opening (PSF) Width 8' 9'-3" 10, 12' IN"X 9'/a" I' 1Y"x 9'/a" 13/a"X 91/4" — 13/a"X 11'/a" 24' 3Yz"x 1'/a" j 3'/z"x 9%" G 1Y4 x 11'/a" 13/a"x 117/8" i t 3'/z"x 9'/a" 5'/"x 7'/a" 3'/z"x 9'/a" 3%z"x 9'/a" 13/"x 9'/° 1Y"x 9y" 174"x 11%" 1Y4"x 14' 20LL+150L 30' 3Yz"x 7'/' 1N'x lly" 3Yz"x 9y" 3i'x9%" Q 3Yz"x9'/" ; 3'r4"xlly° 13/a"X 9V4" 1M"X 11'/a" 4 1'/a"X 11'/a" 13/a"X 14"(3) 36' 3Yz"x 9'/a" 3Yz°x 9Ya" 13/a"x 117/8" 3V2'x 9Y2" ' Non-Snow 5'/a"x 7'/a" 3%z"x 9'/a" 3Y2"x 11'/a" Area 125 114'x 9V4' 1Y4°x 9'/" 1N"x 11Y4" 1%"x 117/8' 24' 3�i"x7y° IN,x9�6" 3'r4°x9'/" 11,"x14° 3i'x9%° 3Yz°x9y' 3Yz'x9Yz' 1'/a"X 9V4" 1'/a"X 11'/a" 13/a"X 11 V4" 13/a"x 14"(3) 20LL+200L 30' 3Y2"x 9%' Q 3Y2'x 9'/a" 13/a"x 11'/e" 3%z"x 9Yz" 5'/a"x 7'/a" _ 3Y2"x 9V4" 3'/i'x 111/a" 1'/'x 9%' 1N°x 11'/," 1 "x 117/e"131 3Yz"x 11'/4' 36' 1N'x lly' 1Y4'x llz/e 1 °x 14"l31 5'/°x 9�"' 354°x9Y' — I'FAM 3i'x9'/' 13/a"x 9'/a" 1%"x 9V4,, 1 "x 11'/a" 1N"x 14" 24' 3'/z"x 7Ya" 13/"x 11'/a" �j�} 3'/z"x 9'/a" 3'/i'x 9%z" 3'h"x 9'/a" 3W"x 9V4" Q 5'/a"x 9'/" 1'/"x 9Yz" y 1Y"x lly' � � 1%'x 11'/r' 1Y"x 14°(3) 25LL+15DL 30' 3,q"x 9%" I 354'x 9Y+" t Q lYi"x 113/e° 3'h"x 9Yz° 5'/a"x 74" j IBM 3Yz"x 9'/" 31/z"x 11V° 1'/a"x 11'/," 1'/"x 11'/a" 1Y4"x 14"(3) 3Yz"x 11Ya" 36' 3Yz"x 9'/a" ! ' 13/a"x 117/e" � 3Yz"x 9y" 5'/a"x 9Ya" 5y"x 7'/a" 3Yz"x 9Ya" 13/"x 9'/" C _ 1Y4"x 11y° 1'/+"x lly" 1N'x 14"131 24' 3'/z°x 9'/" 3 °x 9y" 13/"x 117/8" ( � 3�i"x 9y" ' 5Y+"x 75;" � 31h"x 9'/" ?�0 344"x 11'/" _ Snow 13/a"x 9Yz" j,�y 1%"x 11'/a" 1M"x 14"(3) I�� 3Yz"x 11'/a" Area 30LL+150L 30, 1M"x 11'/a" j- 13/a"x 117/e" 3Yz"x 9'/a" 5'/a"x 9'/a" 115% 3Yz"x 9%" I 3Yz"x 9y" 11i"x 11'/' 11/'x 14")3) P/"x 14"f31 3Yz'x 117/a" 36' 3Yz"x 9%" 3Yz"x 9'/' KV x 9'/e" 5%'x 9'/" 5'/,'x7y" 5%°x9'/" 5y"xlly" 1Y4"x 9y" 1N"x 11'/a" 1N"x 14")3) 3Yi"x 11'/a" 24' IN"x 11'/a" 13/"x 117/8" 3Yz"x 9'/a" 5'/a"x 9'/a" 3Yz"x 9'/a" 3Yz"x 9'/a" 1Y4"x 11V4"(3) 11;'x 14"131 1%"x 14"(3) 3Yz"x 117/e' 40LL+150L 39' 3Yz"x9%" 3Yz°x9'fi' [� Bi'x9y' 5%°x9'/" 3Yz"x 11'/' 5'/,"x 11'/' 13/a"x 14"131 3'/z"x 9'/a" 3Yz"x 9Yz" 3Yz"x 117/8" 36' 3'/z"x 9Y4" 3Yz"x 11'/a" t [ 3Yz"x 11Y4" 3Yz"x 14" 5'/a"x 9'/a" 1 P113 5y"x 9'/a" 0 1.55E TimberStrand®LSL © 1.9E Microllam®LVL 0 2.0E Parallam®PSL iLevel Beam,Header and Column Specifier's Guide TJ-9000 June 2010 8 f �� �.i SIZING TABLES General Notes • Table is based on: Bearing Requirements — Uniform loads. Minimum header support to be two trimmers(3")at each end and 71h"at — More restrictive of simple or continuous span.Ratio of short span to long span continuous-span supports. should be 0,4 or greater to prevent uplift. — Roof truss framing with 24"soffits. (3)Requires three trimmers(4'/z')at each end and 11'/a"at continuous-span — Deflection criteria of L/240 live load and L/180 total load. supports. ■ Tables do not consider attic loads acting concurrently with roof or snow loads. Also see How to Use This Table on page 8 and Genera/Assumptions on page 5. Headers Supporting Roof continued Roof Load House Rough One (PSF) Width 14' 16'-3 18'-3" 13/a"x 14"' 3'/z"x 11Ye" 3Yz"x 14" 24' 3Yz"x 9Yz" 3Yz"x 14 5'/a"x 11'/a" 3Yz"x 11'/a" 5'/a"x 11'/a" 5'/a"x 11/8" 3Yz"x 11Yi" 0 3fe"z 1V4" 344°x 14" 20LL+15DL 30, 5'/a"x 9'/," 31/i"x 14' 3Yz'x 16" 5'/"x 11%' 5'/+"x 1lz/e" 3Yz"x117/a" 3Yz'x14" 3Yz"x16" 36' 5'/a"x 9Yz" Q 5'/a"x 11'/a" 5y"x 14" Non-Snow 5Ya"x 11'/a" Ell] 5'/a"x 117/8" Area 125% 1Y"x 14°(3) .0111111 111111 3Yz"z 11%' 3%"x 14' 24' 3Yz"x11'/,' 'r ' 3W"x14" 3Yz"x16" 5'/a"x 9!4" ";Q ' 5'/a"x 11_M' 5%"x l lz/8,, 3Yz"x117/a" 3Wx14' 3Yz"x14" 20LL+20DL 30' 5Ya"x 9Yz" 5'/a"x 11%" 7 x 16" 5'/a"x 11'/a" 5'/a"x llg' 5y"x 14" 31A"x llz/8' 3W"x 14" 3�i"x 16" 36, 3Yz"x 14" 3W'x 16"_ 5%"x 14" 5'/a"x lly" 5'/a"x llz/e" 514"x 16" 3Yz"x 11'/a" 3Yz"x llz/a" 3W x 14' 24' 5'/a"x 9'/a" [rf 3Y2'x 14" LQ 3V2"x 16" 5%"x 9Yz" 5Ya"x 11'/a" l� Q 5'/a"x llz/s" 3'/z"x 11Ya" 3V2"x 14" 3Yz°x 14" 25LL+15DL 30' 5%"x9W" 5'/a"xll'/a" ]Q 3h'x16" 5'/a x 11Y4" 5%"x llz/a" } Q 5Y,'x 14" ] ' 3Yz"x llz/8" 3Yz"x 14" [ 3Y2'x 16" 36' 31h'x 14' 3Yz"x 16" ]Q 5'/a"x 14" ® ' 5K'x 11'b' _ 5Ya"x 1171a" 5'/a"x 16" 3YYx11VV 3Yz"x14" 3Y"x14' 24' 5'/4"x 9%" 5y"x 11'/a" 3%z'x 16" 5%"x 11'/r" 5%"x 117/a' 5%'x 117/a" Snow 3Yz"x 1134" 3Yz"x 14" 3Yz"x 16' Area 30LL+15DL 30' 3Yz"x 14" 3Yz"x 16" 5'/a"x 14' 115% 54"x 1134' 5'/a"x llz/s" 3%*x 14' 3%z"x 14" 3Yz"x 16"(3) 36' 5'/a"x 11'/4" 3%z"x 16" 3Yz"x 18"(3) 5'/a"z 14" 5'/a"x 14' 3Yz"x113/8" 3Y2'x14" 3Yz"x16" 24' 3Yz"x 14" 316"x 16" 5'/a"x 14" 5Ya"x 11Ya" 5%"x 117/8" 3Yz"x14' 3Yz"x16"(a) 3Yz"x18"(3) 40LL+15DL 30' 5%"x 11'/4" 5V4"z 14' 5'la"x 14" 5Ya"x llz/e" 5'/a"x 16" 31/2'x 14"(1) 3V2'x 1693j 3Yz"x 18"i3j 36' 3Yz"x 16"(3) 3Yz"x 18"(3) 3%"x 20"t3i 5Ya"x 1 P/a" 5'/a"x 14" 5'/a"x 16" 1.55E TimberStrand®LSL © 1.9E Microllam@ LVL Q 2.0E Parallam®PSL iLevel Beam,Header and Column Specifier's Guide TJ-9000 June 2010 9 �� 1 1 I I u Form #1 RESIDENTIAL CODE PLAN REVIEW Owner: i4P,6-e—S Reviewed by: -/* Location: Date: l Building Type: •One Family ( ) Two Family ( ) Townhouse Type of Work: ( ) Existing New Construction GENERAL CODE ITEM REQUIRED ALLOWED (ok) 301.2 Design Criteria Tbl 301.5 & 301.6 0 9- 302.1 Location on lot 5 feet/35%max. 0 k" 302.2 Openings 303 Light/Ventilation Habitable rooms 8% & 4% 303.3 Bathrooms 3sf open able glazing �' Q Exception 50 cfm 303.6 Stairway Illumination YES 304.1 Habitable Rooms 120sf min. D 304.2 Other Rooms 70sf min. 305.1 Ceiling Height 7 feet min. - 307.1 Plumbing Fixtures Min. clearances 0 308.1 Safety Glazing �t 308.4 Hazardous Locations 309.1 Garage Openings 20-minute door 309.2 Separation Required 310.1 Emergency Rescue 5sf ok, 310.2 Window Wells /J/A i MEANS OF EGRESS CODE ITEM REQUIRED ALLOWED (ok) 150 --trr2't— Attachments Lag Bolts/Screws 311.2.2 Under Stair Protection Min. 1/2 -inch (� 311.3 Hallway Width 3 feet min. C3 311.4.2 Door Required 3 feet min., 6' 8" O 311.4.3 Landings 3 feet x 3 feet miii 0 �. 311.5.1 Stairway Width 3(G000 ok- 311.5.2 Headroom 6' 8" min. 311.5.2 Stair Profile Tread depth 10" min. o k— Riser Height 7 V max. 311.5.6 Handrails 4 plus risers 311.5.6.1 Handrail Profile 311.6 Ramps -------__.._.. ....___....___. IJIA 312.1 Guards 313.1 Smoke Detection 314 Foam Plastic 317.1 Two-family Separation 317.2 Townhouse Separation XJIA 319.1 Treated Wood/Ground 319.3 Fasteners 325 & 326 Adult Family/Day Care ��� i :. .j FOUNDATIONS CODE ITEM REQUIRED ALLOWED (ok) 401.3 Foundation Drainage 17 401.4.1 Soils i "r 403.1 Footings ---�—— Q 403.1.3 Seismic Reinforcing (i 403.1.4 Footing Depth 12-inch min. �- a� 403.1.6 Foundation Anchors % inch min. ��nn 403.1.7.1 Clearance from Slopes 404 Foundation Walls Tables 404.1 (1), (2), (3) Not adopted Tables 404.1.1 (1), (2), (3), (4), (5) Reinforcement 405.1 Foundation Drainage 406.1 Damproofing 407 Columns 408.1 Under-floor Space Or A 408.2 Ventilation lsf/300sf 408.3 Unvented Crawl Spaces 16" x 24" outside 408.4 Access 18" x 24" inside I n, f FLOOR SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) 502.3 Allowable Joist Spans T�s 502.10 Headers/Openings 502.11 Trusses 502.12 Draftstopping 504 Pressure Treated Wood l V 506 Concrete Floors WALL SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) 602.3.1 Stud Size & Spacing a,x 6 602.3.1 Fastener Schedule (2), (3), (4), (5) 602.10 Wall Bracing 602.10.6.2 Alt. Brace Wall PanelitJ�j =----- 602.10.11.4 Cripple Wall Bracing ' 602.11.3 Stepped Foundations -- - I> (' �1 Z t L 610.1 Glass Unit Masonry _ ., _ NI 613 Exterior Windows/Doors 702.1 Interior Wall Covering 702.3.8 Water Resistant Gypsum 702.3.8.1 Limitations NP in tubs/showers 703 Exterior Coverings 703.7 Stone/Masonry Veneer 703.8 Flashing ROOF/CEILING CONSTRCUTION CODE ITEM REQUIRED ALLOWED (ok) 801.3 Roof Drainage 5' in poor soils 802.4 Ceiling Joist Spans 802.5 Rafter Spans 802.11 Roof Tie Downs 803 Roof Sheathing 806 Roof Ventilation 11150 807.1 Attic Access 22"x 30" 905.2.7 Underlayment Chapter 10 Chimneys Firep cal e§- Chapter 11 Energy Code—Use Washington Energy Code ��� L��a ri�� � , a� NOTES: �I�Y�/?;�ic.9" �Q�'t;'r� LG�'�• l ��'�'� ? � I;SSA u�1 , ;S�A viv (veAn, C 17,f�a % U6t,T ? �f-/�(/C 6l' Me Tq J�U r1,ti��' .Si, �'', -ti /A1 141 t /til)fl�l�t1 ,(}x �• � , p�;�,�/�1� ��;� /f�i _)��t�c!lv',v' �.�' �I��",�P"�j�'������r1 �� �i�Y'..f�c' iO-000, r D l s` c' `�t'_u�ti11� ���b�•t ��(r-wl l r�n"l� `�-C:1� DVS�L - -----_ - - -�---- - __ -- --- - -_ - = . ^� . � - v . ., " � . � | | / ^ ~r | ' | | = / | / | � | | | | Design Build Services, Inc. Engineering & Gomotruction Management Phone/Fax:(360)793-9659 28119-12Oth 5t.BE,Monroe,WA 98272 E-Mall:rheide@db5monroe,com January 5, 2009 David Hodges 214 South French 910 Arlington,WA 98223 (425)319-7634 Dear Mr. Hodges, On 7116107 1 did the lateral engineering(Job#22758)for your new residence to be built at 18912—43`d Dr NE, Arlington. At that time my engineering stamp expired on 12/10/08. You are now preparing to submit to Snohomish County for construction permit approval and this letter will serve as notification that my stamp has been renewed and the new expiration date is 2010. If you have any questions or I can be of further assistance please call me at the above numbers. 1) o. y \Gj of WAs4y - 71e OFFICE COPY S�QNAL EN Rick Heide, P.E. President RECEIVED SEP 29 2010 COA PERMIT CENTER ,6UL), '9�10 Q! I i �; � . � �� . . ►� ,p, Lateral Engineering for David Hodges Hodges Residence David Hodges 214 South French #10 Arlington, WA 98223 (425) 319— 7634 Lateral Summaries Lateral Calculations P�pt,O D, y th 4 WAS July 16 , 2007 �V ° ... a Q 0 A , ����•��C 59 3I�p Job#22758 �sJONAL EXPIRES 12.10-0,9 Design Build 5ervice5, Inc. Engineering & ConotrUGI'lon Management Phone/Fax: (360)793-9659 28119-120th 5t.5,E„ Monroe,WA 98272 Cell :(425)359-2562 E-Mail:rhelde@dbemorrce,com Design Code 2006 IBC Residential Design Loads Gravity Roof Dead Load 15 psf No limited storage loads applied—Trussee to have openings lees than 42"x 24" Snow Load 25 psf Floor Dead Load 10 psf 12 psf finished below 25 psf I.w. concrete Live Load 40 psf Lateral Wind 85 mph Exposure B Seismic wood panels 0.11 W Note: For lateral only calculations snow load assumed 34 psf or less unless specified higher. Design 13061 5ervice5, 1mc. Engineering & Construction Management Phone/Fax:(360)793-9659 28119-120th 5t,5.E„Monroe,WA 98272 Cell;(425)359-2362 E-Mail:rholde9dbsmonroe.com _ 1 I Noc.:l�pa Realdence R. D. Holds, F.E. 1.13912 43rd Dr, NE, Arlinc@t:on Desf!on Build 5ervlce9, Inc. 1 / 23 Job 41 22-153 �3(a0) `I93-9c5�J �/1�ca10� Main Floor Plan Scale P 20' ---- 2' 2' ----- --� '4 +3.5' 6+ Y3 la, A 4' 1 311 22' 15' 2.5' 2.5' .Fa' -- � - - YI I ID, Upper Floor Man 1XI k2 X3 5 �Y.._...'...""'..'Y.5 p 4,15' 12.5' 16.5' 50, + yr +� 21.51 kl X2 x.3 Design Code = 2006 IfRC/IC°C Ultnd wads (85mPh - Exposure 5) - See p. 4 5plamiLoad - v -- 0.101 • Ll (3e a p. P) 5e a fv I-mod zI - Root sino d load assumed lees than 3o psP Hodges Residence D. Heide, 18S12 43rcl Dr. NE, ArlIneeton I)esTgn Bulid Services, Inc. 2 / 23 Job s 22-15a (360) 1133-Cro59 EBasemert Floor Plan Scale 1" m 20' 4.514' I •2 YI XI X2 X3 sign Code - 200c'- Wind Loads (65mph - Exposure 5 ;Sep p. 4 Sal n � n.�el - U s 0,101 -, W (aegs P. (5? &temic- 1-Cad - Roof Snow Iced aeeumed lee$ than 50 peF �; I �� Hod!@ec, Realdence R. D. Nelae, P.E. 181312 43rc1 Dr. NE, Arlimetorl Deal!@n 15W16 5ervicea, Inc. 3 / 23 Job M 22rt55 (360) IS3-�W59 Main door Plan 2 x 6 FT Flat under deck, Baca le i° = 20' 3-16d ® each h Joist, at I-edger IBLOCKED WALL Deck to Wall 1A pal-6 1-6TA12 ' 0 61-1b 61-6 Si-6 Y3 SI-6 81-6 0 81-6 01-¢+ • • 31-ra �31-6 61-6 61-4 51-4 61-4 gI_4-- .r_._ Y1 ,"3LOCKED WALL for oleta ll only X1 X2 X3 Upper Floor Flan 31-6 61.-6 3140 81-6 Y3 SI-6 Y2 sl-b --- � 31-6 s1P,6 61-6 61-6 SI-6 ARD p Q��•oF V/4 yFa X1 X2 X3 .tn d� O• - HD22 1 Q- ST24 , ST 6224 to joist - MST31 w,`rim �'.,pF 27934�0.•�Q FSS�ONAL E��'� 77 h'� [— XP IRE5: 12/ /fa8 :: - I Nodceea Residence R. D. Neicle, P.k. IAS12 43rc). Dr. NE, ,4rlineton DesI n Build Services, Inc. 4 / 23 Job 0 22-15 Basement Floor Plan ;kcal I" = 201 Y3 Y2 - - -- YI X1 X2 X3 HD22 \C,\pRD U y �.• �F ��Asy;Fib • pF 27934 0• ��- 0,�.• •ClSiER�'• ��, FPS�ONAL E�1�� �EXPIRE6: 2/I0/oS i �. Hodges Residence R. La, Nelde, P.E. 18912 43r•d Car. NE, Arlington Deslc�n 5ulld Servloe6, Inc, / 23 Job 10 22158 Shear Wall ©Tatribution Front Elevation 2240W 224-OW f 6% 613W 14456 14458 4565 41368 (No Saa le) Y�r3+c�+s-i�.m••-•••^•»•-��a:o�rrr����rnucr.ga+r.:".az� � ,•.+--- —�• -'!+'--•.. —ate. II'3P�U1 II°,JUJ 1598W 1598UJ 12186 12'leS 945S 94% � E XI X2 3C3 r S 10"t46 � 8516 8616 J19�Lh0.`��CCR-.ufM1�N�t%71�wT?1:tY_'1 x.rn�:Mu::f.A:+•••^��•..: 893U1 B93W 1231a 123W 13055 13056 �w..-,,tm:nnnw:�unra,�.rrtxnnY:�su.1r_•:r -.��mcc.-�cxcx;.zr...vertrNmuav- 1105W a '1366 't'1 72 Y3 i i 7/16/2007 Hodges Job# M. Pederslle 6/23 Residence 22758 Design Build Services, Inc. Enolmecrino and Construction Management 2611.9-120th 5t,5.E., Monroe,WA 98272 Phone/Fax(360)795-9659 Wind Load Calculatlom6 2006 115C A5CE 7-05 Figure 6-2 51mpilflcd method N 14 I NR NS ....0g Wind 6loced MPH importance Factor Exposure Category Eave Height ft 50dilme width Mean Roof height ft Lambda Height Factor I Figure 6-2 page 40 .B "W'I Roof Pitch .0 12 Zone factor A 15 Roof Pitch 0 :12 1115 -5.9 7,e -3.5 2 :12 12.9 -5.4 8.6 -311 4 :12 15.9 -4.2 10.0 -2.5 5 :12 15.2 -1.0 10.5 0.1 6 :12 14.4 2.3 10.4 2.4 _112 Corner Distance 2a 10 ft Note if negative use 0 Side Elevation g Eave Height ' raft [304mg wIJ-rh 4 Mean Roof height Lambda Height Factor 1 Table 1609.6.2.1(4) Roof Pitch Ed WiE :12 Zone factor A 13 C 1) Roof Pitch 0 :12 1115 -5.0 7,6 -3.5 2 :12 12,9 -5,4 15.0 -3.1 4 :12 15.9 -4,2 1016 -2.5 5 :12 16.2 -1.0 10.5 0"1 ro :12 14.4 2.3 10.4 2.4 :12 1 77:�:7 7� Corner Distance 2.9 8 ft Note If negative use 0 s _.: 7/16/2007 Hodges Job# M. Pederslie 7/23 Residence 22758 Design 13uild 5ervice5, Inc. Engineering and Conetructlor Management 28119-120th 5t.5.E., Monroe,WA 98272 Phone/Fax#(360)793-9059 2006 IBC A5CE 7-06 Chapter 11 &12 Earl hquake Loads From Seismic Design Parameters v3.1 or http://eartliquake.usgs.oov/research/hazm aps/design/ Snohomish County Lat, 48,160 Long. -122.172 Ss 1.185 Fa 1.026 S1 0.411 Fv 1.589 Assume Soil Profile D Sms=Fa*Ss 1.216 Sm 1=Fv*S 1 0.653 Seismic Design Category Sds=2/3(Sms) 0.811 D1 Sd 1 0.435 ASCE Section 14.14 Simplified Analysis V=F*Sds*W/R F= 1.2 R V Wood Shear Panels 6.5 V= 0.150 *W Cantilever Column 1.5 V= 0.648 *W Gypsum 2 V= 0,486 *W Section 12.14.3.1.3 Load Combination for Allowable Stress Design Va=0.7*V Factor Wood Shear Panels V= 0.105 *W 1 Cantilever Column V= 0.454 *W 4.33 Gypsum V= 0.340 *W 3.25 �\ � 1 I I — �°n 'v� I Fk3c1c e5 l R�S;dtnce '� O 4_ pkQ CS1 d I1! 4 W L ... aMi o c z wui �.1 1l i�11 ;.cJI`J `7e;;r1,,c 4 a�'�;� ,I OS�Z�•515��� ZI$���: . � �� 3 i �, �.. 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B�iZ�`1 c�� 2 = �} x �12o z.(c) ►3 t�(5 ZKz --_, i fob I\IQ i-1U�•c c� 1, � o0 -e � � 1 wail �� 16)(h� 12�i �tv> = 51f� z58 25t � U CO co (D rn C CD z w LU z J 16 yz Y �3 "�c4> wo tir!0% ;% ���Z N1. z� pet I. koc a CL 0 6 oY" E w o rV CD M C ti` J a1- h 0 Go CV( I f1 160'A/4", 51�6oti Ekd(, a • �Z' wu,d OC\ L. I'l !� I VIC CL C) aIV W E 0 0 [AD oo co �k z ui p o tf LLI /V-- w I R rvi; �M zm-,2,-,w C)2 DL- s O(v X --N5A Ivs v,0;k 3o�o Nu Design build Services , Inc. Engineering & Construction Management Phone/Fax:(360)793-9659 25119-120th 5t.5,E.,Monroe,WA 98272 Pager;(425)359-2362 E-Mail; rhelde@dbemonroe,com Blocked Wall Deelgn Client Hodges Residence Locatlon of Blocked Wall main tloor,wall "yj" ; section "x1 to x2s closest to x," Wall Length (L), 11 FT Wall Height(H) 9 FT Wall Section 1 (w51) 2.5 FT Wall Section 2(w52) 2.5 FT Height of Section 2 (h52) 1.85 FT Calculated Wind V 445 # Calculated rho I Calculated 5eiemic V 1190 # Calculate the Loads 5el5mic Yw= ,14(L)(H)(1/2)(12)= 83,16 # Design 5e10mlc 1273.16 # Controling Deeign 1273.16 # 5elamlcControlgi CF= V+VW=Calc V+Vw= 1273.16 # F1 = F(we1/(w51+w52)) = 636,58 # F2= F(w52/(w51+w52)= 636.58 # Determine the Wall Interior Loads T= C=(F1+F2)"H/L- 1041,68 # VF1 = F1/wet = 254.63 #/FT C1 = (F1H-T(w51))/ho2= 1659.20 # VF2=F2/w52= 254,63 #/FT T2= (F2H-C(w52))/h52= 1659.20 # VV3=V3/h52 563,07 #/FT V1= (Tw51-F1(H-h52))/he2= -1052.62 # V2= (Cwe2-F2(H-ho2))/h52 1052,62 # MOTA36 5TD 2050 # V3= (F1h-C1(he2))/w51= 1041,08 # M5T37 4605 # V4= C1 +T2= 3576.41 # L F H 2 wa/ wag L F1 F2 H C1 T2 V,3 2V3 L]2 2-- e No hovC�,� 71M4kJ fZ.e,Sic:►ir<, `�, �Cr�Ffi�',I., � I ; Design 130d 5ervicee , Inc. Engineering & Construction Management phone/Fax:(360)793-9659 28119-120th 5t, 5,E„ Monroe,WA 96272 Pager;(425)559-2362 E-Mail:rheideC�dbamonroe,com Blocked Wall Design C[lent Hodges Residence Locatlon of Blocked Wall main floor,wall section "x, to x2, closest to x2" Wall Length (L) 12 FT Wall Helght(H) 9 FT Wall 5ectlon 1(wel) 2,5 FT Wall 5ectlon 2(we2) 2.5 FT Helght of 5ection 2(ho2) 1.85 FT Calculated Wind V 445 # Calculated rho 1 Calculated 5e10mlc V 1190 # Calculate the Loads Seiemic Vw= .14(L)(H)(1/2)(12)= 90.72 # Design 5e16mIG 1250.72 # Controling Deraign 1250.72 # 5edl- ��Goritrofr, CF= V+Vw=CaicV+Vw= 1280.72 # F1= F(w61/(w61 +wo2))= 640.56 # F2 = F(wo2/(woI+wo2)= 640,30 # Determine the Wall Interior Loads T= C=(F1+F2)*H/L= 960.54 # VF1 = F1/w59 = 256.14 #/FT C1 = (F1H-T(wol))/ho2= 1817.24 # VF2= F2/wo2= 250,14 #/FT T2= (F2H-C(wo2))/ho2= 1817.24 # vV3=V3/hs2 519.21 #/FT V1 = (TwrM-F1(H-he2))/he2= -1176.55 # V2= (Cwo2-F2(H-ho2))/h52= -1176.58 # M5TA36 5TD 2050 # V3= (F1h-G1(h52))/wolf 960,54 # M5T37 4605 # V4= C1 +T2= 3634.48 # w j b�g g2 L FI F2 H .._C1 T22,, II V.3 �1 Vl V2 vn1 »wag C I G 1 y� Re�,'du:c' Design Build 5ervice5 , Inc. Engineering & Cometructlon Management Phone/Fax: (360)793-9659 28119-120th 5t.5,E„Monroe,WA 98272 Pager:(425)359-2362 E-Mail:rheUe@dbomonroe,com Flocked Wall Deolgn Gllent Hodges Residence Location of Blocked Wall main floor, wall"y3' ; section "x1 to x2" Wall Length(L) 10.5 FT Wall Height(H) 9 FT Wall Section 1 (w51) 2 FT Wall Section 2(w52) 2 FT Height of 6ection 2(h52) 1.85 FT Calculated Wlnd V 145 # Calculated rho 1 Calculated 5ei5mic V 670 # Calculate the Loads 5ei5mic Vw= .14(L)(H)(1/2)(12)= 79.38 # Deeign 5e15mic 649.38 # Controling De61gn 649.38 # aei5mic Comyols CF= V+Vw=Colo V+Vw= 649.38 # F1= F(w51/(we1 +we2))= 524.09 # F2= F(we2/(w51+we2)= 324,69 # Determine the Wall Interior Loads T= C=(F1+F2)*H/L= 556.61 # VF1 = Fi/w51 = 162.35 #/FT C1= (F1H-T(w51))/he2= 977.83 # VF2=F2/w52= 162.35 #/FT T2= (F2H -C(w52))/h52= 977,53 # vV3=V3/h52 300.87 #/FT V1= (7we1-F1(H-h52))/h52= -653.14 # V2= (Cwe2-F2(H-h52))/h52= -663,14 # MOTA36 5TD 2050 # V3= (F1h-C1(he2))/w51 = 556.61 # MGT37 4605 # V4= C1 +T2= 1955,66 # L H ws1 wag L F1 F2— H C1 72 t V3 + IS f 2V3 •V1� -VT V2 J W9i W5Z �o�U 111J� �0c� �.eS��1f,1tie 80, Design E5ulld eerylcea, Inc (36 o) "1n-9Fa59 — Shear Wall Sch eduie — Rev0-1 e — 4/30/07 SHkATHING NAILING END STUDS PL.AiE NAILING A35/RBC 1/2" A,B• UN3L0(.KFQ BLOCKED (hiIIV) 12d @TOP PL. SPACING G1 7 1 2" Sheetrock 5d Wallboard @ 7" o.c. 1 2X4 i Row @ 1 66"o-.c. 1/2" 0 6' 100 125 01_-_4 1 2" Sheetrock Sd Wallboard *4" o.�. 1 2X4 'I Row 0 11" I ,3'-0"o.c 1 2" � 6' 125 150 G1-4+• 5/8" Sheetrock Bd Wallboard @ 4" o.c. (1) 2.X4 I NOW @ 9" 2'-6"o.c.� 1/2" @ 6' 145 175 JG2-7 1/2" Sheetrock 5d Wallboard @ 7" o•c. f 2X4 'I Row @ 7" I'-9"o,r.. - 1 2" (9 6' "a 250 G2-4• 1/2" Sheetrock Wallboard @ 4" o.c. 2-2X4 1-7..X6 I Itow @ 5" I'-5"o.e. 1 2" @ 4' 250 300 LRP 16" LATERAL RESTRAINT PAN81- - Max Ratio 6:1 w rnin- 0 Herder � 600 Lb TOTAL REF 2'-0" or wider LATERAL RESTRAINT_PANEL 515 Lb ft. APA Based on APA -r20011-56 & Draft 156 rayed*June 17, 1994-- higher values are ollowad bused on H,D. de3icn. ALL WALLS BLOCKED 1T-100 Edge Nailing _ 1lF Spacing _ HF 016"or, DF f91S'bc Si-6 7 16" OS13 8d 06"o_a. or 16g Staple 04" 2-2X4. 1 2XG 1 Row @71" 9;-0"g.c. 1/2"0 6'� 215 26Q_ S1 4 16" 0313 8d 04"o.c:• or 16c �Staple 419" 2 2X4 1 Row 05" 1'4�';o,r 1 Z, @ 4.' 310 360 S-3 7 16" Q59 8d 03"a,c. . 2,-2X6 3-2X4 1 Row @4" 1'-U"o 5/6" @ 'I_7' 4.QQ_ 49 S1-2 7 1 ' OSIJ 10id 02"o.e. 1-uF' "-4x4 2 Raw 2 '!)" 5/8" ® 2.5'*** 127 S2-6 16" OSS 8d 06"o.c, or 16c1 .staple (%" 3•-•7.x4 7..--2x6 1 Row 03" " c 5 8" G 1,5' 4 _S2-4 7 16" OS 8d @4"a,c, or 16Q nto le, U-o,5" A •' 4,-2xfi 2 Row �u. "a. 5 8" @ 2.7'*�' -3 7 16" OSS 8d 03"o.c, 4--MA-4.xel, 2 Now 03.5' 6"off 5 8" 0 2'*** 980 S2• 7 i " OS8 10d 02"o�c. 2 Row 02" 4"c 5/8" @_1,3'*** _ 1260 V 1540 Hold Down Scfredule -- Slmason ar l.auc�l Unit Shears w/o DL Unit Shears W/ DL 1-1D w/1 HD w/2 HD 8' Wall HD 6' Wall story stories Tension A35 A35 Detaif 4 in Sirnoson 0ataI2 450 lb 01.33 1-11 1,11 - Trues to tap Dlote_lateral _ 415 11b 0 1,33 HD22** (HPAHD22 6" wall rA outside corner 164. 14.6 264 364 1750 tlb 4 1.33*1r I•SD22** HPAHD22 8" wall @ outsides corner, � 254 226 Y3154 _ 454 _ _2210 lb 01.33** HD221'* HPAHD22 6" wall nnin. 8" from corner 398 353 498 598 333.5 In 01.33** HD2.2** HPAHD22 - 8" wall min. 8" frorrr corner 521 463 621 721 5160 1b 01.60** STHD10 STHD10 STHDIORJ-6" wall (eP'1:5" f. outside corner 295 262 395 495 2880 lb @ 1.33 STI-ID10 STHD10 STHD10RJ-&" wall 01.5" f. outside corner 1 30(i 272 406) 506 2990 lb 0 1.33 STHD10 STI-ID10 STh1D10RJ-•-6" wall 010" f, outside corner 326 290 4.26 526 3185 lb 0 1.33 Walt 010" f, outside corner S8''' 339 48_ ..,.._.-_.,.,....,,......,.,_.-_._._.._...._:._...:....___..._,_......_.._.... 2 5E3'? 3725 Ib 1.33 STHD10 STHD10 STfiD10hJ-8 ,..-._.._...._.--•,---......,._.__._. STHD14 ST11014 5THD14RJ--6" wall W,5" (. outside corner 440 391 54-0 640 4295 lb 0 1.33 STHD14 STHD14-/STHD14RJ-8" wall 01.5" F_outsfde corner454 404 554 654 4430 lb 0 1,33 STHD14rSTHD14 STHD14RJ--6" wall *IA." from corner 493 438 59::5 693 4805 lb 01.33 'iTHD1 4 STHD14/STHDI4RJ-8" wall 014" frorn corner 593 527 693 793 5785 lb 0 1,33 HTT22 H1722 w / 5/8" SST024 _ —�^ 538 478 638 738 5175 lb A.B. 11008 HD018 w/ 7/9 SSTB28 _ 730 649 530 930 6295 5T24• ST 6224 to lolst - MSl'37 w1f elan 2'15 f91 315 +15 2190 lb 0 1,60 - ST 6236 to joiet - MST 48 w/ rirn 341 303 4-41 541 3505 lb 0 1.60 _MST60 @ rirn 511 455 611 711 �48m lb 4,1.60 ST72�MSr/2 @ rirn —�- ��-595-�_528 �695 79.5 `A 6720 Ib 1.60 NOTES, Based or, 2006 IBC and Industry Standards assunne I-IF for woad material u,n,a. x1-•x well is sheeted on one side x2-x Is sheeted both sldas, Bold--dooms are triad an 2004 Simpson HOME( Values• Toenail use'0 rIm to top plot,-requires 207,more "naffs than plate nailing values given 0 tap plate. Tatnalh 0 W--7/4 only Per 2305„3.3 H:W ratio 2:1 max for sheeLrock wails. All wall --actions w/H:W ratio of 1.5:1 to bo blocked. Slheetrack walls not allosve.d in seismic zone E. Anchac-bdta:c(-FWd::dh"azr-a=t he7.A307_bolts--cr_IhccoCed.md d:tr2nrris jarranncQ�dktc ta- -•I2=h-Ure•(ooti� -5m son-S5TE1_t turin.tr�__.___.....__._.... subsitutod per the Catalog call-outs. Reba( is to be within 2" above find to lice, side of the head of the bolt and Simpson Strap Hold-dogma Gypsum Wall Nailing Is for all supporting members &,Kali to be unblocked unless noted otherwiSo. Afi OSB/Plpwd walls to be blocked and have Min field nailing 0 12"e,e.. *A35 0 tap plate only required If Rim Jcist is flush with Sheathing or®Interior wall S. rannat be roe-nailad. 4 HD22 0 Rlm Joist - 2%6 - 2,206ff, 2xI0 - 1,6•14ff, 2x12 - 1,472$- compare to aL•ovc & use lowest voluo. *41 3x Mudsill Required. 3x wall pluLas are required if shooting is spilced on the plate, it spliced an rim double rim requred for 1 1/2" nail penetration, (•tote mudsill shear can be different than the wall above, see calculuticn summary sheet. All walls with sltears over 350 j/it require 3x studs or blc4lrai ui papal pin Le• Double st;:do can be, substituted when noilod together at shear wall nailing with 10d nails• All anchor-bolt spacing between 350#/`t and 600I./ft hoc baan raduced by 50% to allow uro of 2x plots. If 3x plate is used ball spacinq crr. bo doubled in these cases. ALL AiMCHOR BOLTS TO HAVE 3"X.Y'XO.2-2;)" WAsHERS 23m.3.11. -22,1 Ref: 2006 113C Section 2,505,18.1 Design for, I" 131ock[r,�g al-t All Ponel EdgeL,'., -Req'd 48 48 Full Panel Widt1h r Full Panel Width —MSTA36 STRAP 4. L,occtions -T Z5- C- ---2 . x 4 Blocking i'vlin. C$ YP .��L��- -2 x 4. (min. plate) She(Airlg 'k) Be Cont'inuous 2-2x rContinuous oir Strapped Rim Over, Rim Joist Perforated Shear Wall Sirridar. No Horizontal Str,aps 10)r 101locking reed uk-ed, Wall to be sheeted then openings cut and 0111 edges niciled pet- schedule, BLOCKED WINDOW SHEAR WALL DETAIL �08/16/12 THU 14:34 FAX 3606588253 JIM W TLC WINDOWS IM 004 WE 4/19/2012 j BILL TO: SHIP TO: SMALLWOOD CONST SMALLWOOD CONST TLC Windows and Doors, Inc I c 14524 Smokey Point Blvd#2 Marysville,WA 98271 k Tel:360-658-0905 ,r„t ' 6 � 1891243RD DR NE Fax: 360-658-8253 IA 7� ARLINGTON WA 98223 ARLINGTON WA 98223 ww4v.Tlcwindows.com I Q IO'fIE'# Qt10TE DATh: LOAD DATE SH1P.DATE — ---- 759366 2/22/2012 Q:Un'I E11) Load Date Not Set 2012-03-19 Jim Wardell joE�MF CUSTOMER PO# - Hodges -- 1-1 Frame:3S 112 X 71 1/2, Rough O e — p ning:36 X 72 Qty: 3 Product Pro Series 200 Single Hung Room Location: Pro Series 200 Rectangle GREAT ROOM Dimensions Unit 1:Frame Size 35.5 X 59.75,Even Note: Unit 2:Frame Size 35.5 X I I.75 Color Exterior Color/Finish=White n Unit Type Unit 1:Assembly Options=Assembled Unit 2:Sill Caps=All Sides,Assembly Options=Assembled EV Glass Unit I,2: Glass Package=HP,Double Glazed,Argon,WE+ Unit l Lower, I Upper,2: Annealed,l ow-E Glazing=LowE,Low-EJClear, Exterior 3/32,Interior 3/32 Grilles 1"Sculptured GBG,Colonial,Exterior—White,Interior=White, 4W1H Hardware AutoLock, 1 Lock per Unit per Unit,Weep Hole Baffle=Yes � Screen Standard Screen,Charcoal Fiberglass,Installed II Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Mulls Horizontal Common Frame,0"thick,35.5"length Wrapping-Overall Performance No Thermal Requiremen U-Factor=0.3, SHGC=0.29,VLT=0.54 Lineltem P' - - -- F - a)escrTption rame: ? 112 X 23 1/?,Rough Opening,24 X 2.4 Qty: 2 Product Pro Series 700 Rectangle Room Location: BY FIREPLACE Dimensions Frame Size 23.5 X 23.5 Note: Color Exterior Color/Finish=White,Interior Color/Finish=White Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package= HP,Double Glazed,Argon,WE+ Unit 1:Annealed, Low-E Glazing=LowE,Low-E/Clear,Exterior 3/32, Interior 3/32 ; Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/ " t Wra ping-Overall Performance No Thermal Requirement E"' tD- Quote0.28, HGC=0.31, VLT=0.57#: 759366 Page 1 of 6 Printed: 8/16/2012 5:56:40 AM 08/16/12 02:26 PM TLC WINDOWS AND Page 4 :, ' _ .• � � - - - - .� . I 08/16/12 THU 14:35 FAX 3606588253 JIM W TLC WINDOWS 10005 Q n7 #: : . 0TE DATE LOAD 1)Ai,1`E ,. SM. A..lg 4ll , kDBY.'1 759366 2/22./2012 Load Date Not Set -03-19 Jim Wardell 2012 ,IQ:Ii NA7V11r CIlS�' R 1,lodges itteItem _.. DesAr ..I -- - 3-1 Frame:35 1/2 X 71 1/2,Ro h Opening; 36X72 ug Qty: 4 Product Pro Series 200 Single Hung Room Location: Pro Series 200 Rectangle LIVING/DINING - Note: Dimensions Unit 1:Frame Size 35.5 X 59.75,Even Unit 2:Frame Size 35.5 X 11.75 Color Exterior Color/Finish=White Unit Type Unit 1:Assembly Options=Assembled Unit 2:Sill Caps=All Sides,Assembly Options=Assembled Glass Unit 1,2:Glass Package=HP,Double Glazed,Argon,WE+ Unit I Lower, I Upper,2:Annealed,Low-E Glazing=LowE,Low-E/Clear. ' Exterior 3/32,Interior 3/32. Grilles 1"Sculptured GBG,Colonial,Exterior=White,Interior=White, 4W1H Hardware AutoLock, 1 Lock per Unit per Unit,Weep Hole Baffle=Yes Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Mulls Horizontal Common Frame,0"thick,35.5"length Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, SHGC=0.29,VLT=0.54 Lineltem Description Jt 4-I Frame:29 1/2 X 47 1/2, Rough Opening: 30 X 48 Qty: I Product Pro Series 200 Single Hung Room Location: UTIL Dimensions Frame Size 29.5 X 47.5,Even Color Exterior Color/Finish=White Note: Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE4 Unit 1 Lower, 1 Upper:Annealed,Low-E Glazing=LowE,Low-E/Clear, Exterior 3/32, Interior 3/32 Hardware AutoL,ock, 1 Lock per Unit,Weep Hole Baffle=Yes Screen Standard Screen,Charcoal Fiberglass, Installed ,� t Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, SHGC—0.29,VLT=0.54 i Ginc(tem# 'D"CH ptiion 5-1 Frame:23 1/2 X 35 1/2,Rough Openinig:24 X 36 Qty: I Product Pro Series 200 Single Hung k Room Location: BATH Dimensions Frame Size 23.5 X 35.5, Even Color Exterior Color/Finish=White Note: Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit 1 Lower, 1 Upper:Annealed,Low-E Glazing=LowE,Low-E/Clear, Exterior 3/32,Interior 3/32 Hardware AutoLock, I Lock per Unit,Weep Hole Baffle=Yes Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" r Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, " SHGC=0.29,VLT=0.54 i Quote#: 759366 Page 2 of 6 iu 08/16/12 02:27 PM TLC WINDOWS AND Page 5 ■ 1 _ r � � � � � + � 1 1 1 � . � y 1 N 7 LG � 1 1 1 �� ��� 1 1� �1 �1 �� 1 1 1 1 I L I 08/16/12 TIM 14:36 FAX 3606588253 JIM W TLC WINDOWS 10006 QUOIT" QUO DATE LdAD ATE 1111P DATC _ . . „r 759366 2/22/ZO l 2 ; Load Date Not Set 2012-03-19 dell Jim War 1 lodges Line,tem`fi Frame. . - - _- --- - - - - --- - - — 47 1/2 X 3 esc pt on G-1 2,Rough Opening: 48 X 34 Qty: 1 Product Pro Series 200 Single Slider Room Location: BS.MT Dimensions Frame Size 47.5 X 33.5,Even Note: Color Exterior Color/Finish=White Unit Type OX,Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit l Lefl, I Right:Annealed,Low-E Glazing=LowE,Low-E/Clear, , Exterior 3/32,Interior 3/32 + Hardware AutoLock 1 Lock 1 per Unit, Weep Hole Baffle= Yes Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, i SHGC=0.29,VLT=0.54 r Lineltclu ki DesCrlption •; 7-I Frame:35 1/2 X 41 1/2,Rough Opening: 36 X 42 -- t+� Qty: 4 Product Pro Series 200 Single Hung Room Location: BASEMENT Dimensions Frame Size 35.5 X 41.5,Even Color Exterior Color/Finish=White Note: Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit i Lower, 1 Upper:Annealed,Low-E Glazing=LoWE,Low-E/Clear, Exterior 3/32,Interior 3/32 Hardware AutoLock 1 Lock per Unit,Weep Hole Baffle=Yes Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail Fin Setback=1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, r SHGC=0.29,VLT=0.54 f Linelteni M Description 8-1 -—Frame: 17 1/2 X 17 1/2,Rough Opening: 18 X 18 Qty: 4 Product Pro Series 700 Rectangle + Room Location: BONUS ROOM Dimensions Frame Size 17.5 X 17.5 T Color Exterior Color/Finish=White,Interior Color/Finish=White Note: Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit 1:Annealed,Low-E Glazing=LowE,Low-E/Clear,Exterior 3/32, Interior 3/32 Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" 1 Wrapping-Overall Perforanance No Thermal Requirement,U-Factor= 0.28,SHGC=0.3 1,VLT=0.57 is Quote#: 759366 Page 3 of 6 08/16/12 02:28 PM TLC WINDOWS AND Page 6 � - ■ � � � i �• - - H�� � u In i — � � � P ;s � � 08/16/12 THU 14:37 FAX 3606588253 JIM W TLC WINDOWS 19007 QUOTE 4 QUOTRIVAATF. ibAD DATE -- — SHIP nA'I E 75936b 2/22%2012 L' Load Date Not Set ` 2012-03-19 JOB'J{'A E CUSTn1V[IIIt>(Ed#,' Jim Wardell Hodges N description 9-1 Frame:41 li2 X 59 1/2, Rough Opc nm,_ 42 \60 Qty: 2 Product Pro Series 200 Single Hung Room Location: BONUS ROOM Dimensions Frame Size 41.5 X 59.5,Even Note: Color Exterior Color/Finish=White Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ kr. ! Unit I Lower, 1 Upper: Annealed,Low-E Glazing=LowE,Low-E/Clear, Exterior 3/32,Interior 3/32 Hardware AutoLock,2 Locks per Unit,Weep Hole Baffle=Yes I !J Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail fin Setback= 1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor 0.3, SHGC=0.29,VLT=0.54 If681tem.31 Descriptloi 10-1 Frame:41 1/2 X 59 1/2, Rough Opening: " u iwldti 42 X 6U Qty: 2 Product Pro Series 200 Single Hung Room Location: MST BR Dimensions Frame Size 41.5 X 59.5,Even Note: Color Exterior Color/Finish=White Unit Type Assembly Options=Assembled tc Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit 1 Lower, 1 Upper: Annealed,Low-E Glazing=LowE,Low-E/Clear, Exterior 3/32,Interior 3/32 ,fk 11 Hardware AutoLock,2 Locks per Unit,Weep Hole Baffle=Yes U Screen Standard Screen,Charcoal Fiberglass,Installed WNW Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor=03, SHGC=0.29,VLT 0.54 I:ineltem# Frame:47 1 Uea¢ription r t rt r ...,_{`G -_..._.. •- w..ro &.5 �. 11.,1..t la- C MI MI., 1 1-1 /2 X 47 1/2,Rough Opening:48 X 48 Qty: 1 Product Pro Series 200 Single Slider Room Location: Pro Series 200 Rectangle MST BTH Interior Trim Casing Radius Interior Trim Material=Quick Trim Note: Dimensions Unit l:Frame Size 47.5 X 12,Even Unit 2: Frame Size 47.5 X 35.5 Color Exterior Color/Finish=White 1 Unit Type Unit 1: XO,Assembly Options=Assembled j Unit 2:Sill Caps=All Sides,Assembly Options=Assembled Glass Unit 1,2:Glass Package=HP,Double Glazed,Argon,WE+ Unit 1 Left, I Right,2:Tempered,Low-E Glazing=LowE,Low-E/Clear, 1' Exterior 1/8,Interior 1/8 Hardware AutoLock, I Lock per Unit per Unit,Weep Hole Baffle=Yes Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,If ail Fin Setback= 1 3/8" Mulls Horizontal Common Frame,0"Piick,47.5"length Wrapping-Overall Performance No ermal Requirement,U-Factor=0.3, SHGC=0.29,VLT=0.54 Y I! Quote#: 759366 Page 4 of 6 i h 1� 08/16/12 02:30 PM TLC WINDOWS AND Page 7 � � �� I '�' '• = r - - i _ _ � ._ - i i �: �' ii i � i .I � � • i i i i r + _ i � _ i� n . � i � � � i i � � i � . ' ■ 08/16/12 THU 14:39 FA_X 3606588253 JIM W TLC WINDOWS 10008 OTE LOAD DATE S1iIP 1)ATI — '' 759366 2/22/2012 Load Date Not Set 2012-03-19 Jim Wardell JOB'N1tiVJE CTISTnME E'O#' Hodges 12-I Frame:47 1/2 X 71 1/2,Roush Opening:48 X 72 `�----� -�- Qty: 1 Product Pro Series 700 Rectangle Room Location: STAIRS Dimensions Frame Size 47.5 X 71.5 Note: Color Exterior Color/Finish=White,Interior Color/Finish=White Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ kfl Unit 1:Annealed,Low-E Glazing=LowE,Low-E/Clear,Exterior 1/8, Interior 1/8 Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Wrapping pp' g-Overall Performance No Thermal Requirement,U-Factor= _ 0.28, SHGC=0.31 VLT—0.57 ' I-incltem# cscriptio Frame:23 l/2 X 41 1/2,Rough Opening. 24 X 42 Qty: i Product Pro Series 700 Rectangle Room Location: CLOSET Dimensions Frame Size 23.5 X 41.5 Note; Color Exterior Color/Finish=White, Interior Color/Finish White i Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package-HP,Double Glazed,Argon,WE+ Unit 1:Annealed,Low-E Glazing=LowE,Low-E/Clear,Exterior 1/8, Interior 1/8 Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" Wrapping-Overall Performance No Thermal Requirement,U-Factor= �, 0.28,SHGC=0.31,VLT=0.57 Line[tem'fl Description 14-1 Frame:41 1/2 X 59 1/2,Rough Opening:42 X 60 r Qty: 2 Product Pro Series 200 Single Hung Room Location: NORTH/SOUTH BR Dimensions Frame Size 41.5 X 59.5,Even r Note: Color Exterior Color/Finish=White I Unit Type Assembly Options=Assembled Glass Unit 1:Glass Package=HP,Double Glazed,Argon,WE+ Unit I Lower, I Upper:Annealed,Low-E Glazing=LowE,Low-E/Clear, Exterior 3/32,Interior 3/32 #� Hardware AutoLock,2 Locks per Unit,Weep Hole Baffle=Yes 1. Screen Standard Screen,Charcoal Fiberglass,Installed Wrapping-Frame Options Nail Fin,Nail Fin Setback= 1 3/8" .� Wrapping-Overall Performance No Thermal Requirement,U-Factor=0.3, SHGC=0.29,VLT=0.54 i Quote#: 759366 Page 5 of 6 Printed: 8/16/2012 5:56:40 AM 08/16/12 02:31 PM TLC WINDOWS AND Page 8 _ I n n _ r . 1 � rr- 1 1 I - ■' I 1 1 _ 1 I 1 I I u 5 1 08/16/12 THU 14:40 FAX 3606588253 JIM W TLC WINDOWS 10009 QtJOTF#. l'U0Tr,'6ATF, ^ _ t Ofif%pA'I�itJ "ATE .— 759366 2/22/2012 ! it Load Date Not Set 2012-03-19 Jim Wardell AMF. CUST(y111 Elk,jidw l lodgesIT ST LW EVE SMALOOD Hodges Order: ill(}t` a r iia t Delivery: Job Comment: I I CUSTOMER SIGNATURE — — -- -- _- DATE Please add SALES TAX. QUOTE VALID FOR 30 DAYS I I. it i, is i i i f Quote#: 759366 Page 6 of 6 Printed: 8/16/2012 5:56:40 AM 08/16/12 02:31 PM TLC WINDOWS AND Page 9 1 VI ul I I 0D -! m tn � W N - W N - W N D 0 D U (� E Z lJ { O n CO Der Um < oz � OD 'z c npm -Pb DUzD rn zmo 01 m 2 E � mz O 71 O D < d U � O z m m c z z O 'o 77J r z (n r ° �1 n z -n /2u O m Qt � -� _ = m Fn z O < - n < x m z n J O O rn ° ro D z C) u � r p n m p o f o z °o � D � ° O71 _ XIz ° Drdm (� NZ = �' Nx m � nn m0 r (PrnEoorn ° Drn T- co o � CD p N m D Co z z — o m D m o OD O O m z m O m i 20 � m z0 D p o 1, m e CD Cl �1 X z �o m cn m D ~ 3 70 rt,D Wmmm O : 21n Wzz uj z < O z mn U1 dv, E z n r amn n N z n Q O O n m T m y c O cn O E ° O Q O ° Dco co 70 Cn Uj m z z U � oND � z E � DX � �n � z � J 70 ° od0 � D ��7 om � n � m ° m ° �j � � � 0 ° Z 11 pm70 -D 70 Co m z C7 N 0� Oz u UI r N z r O �J D z = Ill D z z ' D O p D L, m z0 c m O 3 cn U 7=U O CLo cD 1- m ZJ Cmp c O C7 m m e N l N O D cn n O r n r r r z m z z 3 cn (v 7 z co n cn r 6 � � DD _ C� Wu nz rn o m D z Er 70 yO �Jz � m + z � ]� Orn nO CD (� Qp + DS nrT- < D nm ;u C) � � � n c D ° m m � mn 3 - m > SU, r- DZ70 � N Off' Z m pci 70 � m m ° o a n D cuo � U O � Z : � O \ Dmr CD co mm 7J Ql D I z . � n O O 20 N m n o 2 2 = C7 Y T D E 'm u, n c O fli n O r O r D O CID m O m r v z D m O z p m N = z pO z N20 n D m m U = D O ul O M ( I o m m 3 d n xJ CP O m n i Q m r z z �l ( ) zn � 70ul (� z i --4 — c) ° zc) I n7\ dom tT� n � m � z � D< z y 2 7 O z III r E s z 0 D —I N m z 0 o m in Z O O D @ � z 0 D = m D /n 2 n n D r Q D °m D n O D D 1 W � z can D n c u O CP 7t7 _ T D z r LJ z r C7 CID r c < z n 7C7 O r U m O rn 0Cr, N n z m o O (1 m rn n n c m N Z < D 2 n 2 D m -o n m ° mmzE O < oDm x m O Om moo n m z b D ° m 3 w � rom o m c) D � � o m D cu nE dz zn o r m ° E z O Imn -A N M 31 D m O r n m m n cn m n m O n N [D D z m J X m u, -.{ m U, D c C7 D O -0 O p 7t O m o 0 U O O m O N 2 3 N -I y m D CO m d O m can T U, N N Q z �1 d -0 N c CID -11 -0 N i ro mm rn m m X D Q o _ i o �' D m O u m = 3 o D n O Q 2 cn 7[1 D m W Tu O Q D m m -Ti U � O A T n O m m r 2 D � m m c cn -11 N z s m 3 z z c n p E -i N -. � 70 N O (n z m r m D Z m ° m Z �, _ _ w D _{ ° n s N � On rn i �l Q e o � _ i m m W .: ° z �E rn SOT O m � �7O 1m W O O in _ 3 r m M N — D_S� N a� N m ° ., cn O Z � CP m o i,-, 00 n o -W- >1 0 rn .o m ° ,.,__.. c v D m ( ° o� m -n D p O m < O O m O n p ° z z B O O cv ° 1— m n O o D m n N O = O W O O a� m m N O 3 m z I n p� z Z -i _ 7[I O z m -0 Z D m 3 m < W -n r D m E # IJ m O In n p D m -n o r r n c E m i cn m D z T\ � z D D cn D r r D D m -i z D D m @ Q > r N m m N z W r m ul I i n z D ° r z n I�?I z{ can ° m r Cl7 D Om rn -i m 3 m 3 m m Om cnD70 ° � C o m z E n � ° m o y -0x v, o CD 03> m � � O `r _ cD 1 � -4m \ z In cn 7C N 3 m T ?� D @ m z — cn 2 m Al r o r r O zz n N z m O O z rn n n D = D m cn O Cn O D D D c D n D m z ° z �t u �7 n m r n 0 3 w m u, - d m n ° mrn� m mn � C) � zcco Oo � D c z m 21 3 m _ o -0 mC) N � � Q 70 u _0 m n z o p n a� -i zD n m m m z d Z (n N 1 0 J � Yri -N W N70 - D m CONo E Dd m m D D p 70 O m on Er O m m 2 Wo pn Q cn70m70mo -A nW n „ c p D W � z N -i < v d Z z o 0 < p {j � m m m m D D � 0 � � 0 X o m 07 D � m cn 0 i z n CA D n N n D D p p m cn I D r 70 m � m m N O N = D co m 1, z m _. 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