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HomeMy WebLinkAbout0097351-Building eD CITY OF OSHKOSH No 0097351 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 3040 WILDERNESS PL Owner JEFFREY S TREMBLY Create Date 09/03/2002 Designer Contractor CR MEYER Category 111 - Single Family Addition Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size irr Unfinished /Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ❑ Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies 0 Garage 0 Sq. Ft. Baths 0 Signs 0 Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature FR/ Constructing a four seasons room and deck addition on the rear of the house. The existing kitchen, laundry area, and morning of Work oom will also be remodeled. All construction shall comply with local and state building code requirements. This permit also includes aving the existing driveway and installing a parking area which is required to be screened from the side and rear lot line. HVAC Contractor BREWER HEATING Plumbing Contractor WATTERS PLUMBING Electric Contractor SCHAFER ELECTRIC INC Fees: Valuation $173,000.00 Plan Approval $0.00 Permit Fee Paid $575.00 Park Dedication $0.00 Issued By: 1• Date 09/18/2002 Final /O.P. 00 /00 /0000 ❑ Permit Voided I In the performance of this I a r top rfor all work pursuant to rules goveming the described construction. -.., Signatu • ( Date G f [ Z(02- Agent/Owner Address 895 W 20TH AVE OSHKOSH WI 54902 - 0000 Telephone Number 235 -3350 • rp+ u UC uo `tua usnKosn inspecc.ions ocu coo - J uo -r p, i CITY OF OSHKOSH BUILDING PERMIT APPLIC Owner's Name Mailing Address Phone No. 1 el 7 i2-em Li' 304, W( Loeu.►JMSS P1-A GE RV') 2 39.70 to o s t+ K•o s +4 , WI (wos P HON G) Contractor's Name: , Address Lic /Cert # Phone No. e. . Me ( 1cti _ SoO S co. f. o . lbw% 'Lt 5 1 62o ) 235 6 '5414051 ■ WI 5 4103 Plumbing Contractor's Name: Malin Address t 1' � Lic /Cert # Phone No. V�lATft'Yis wM t; Bl���1 � >�x 1 1$ MtdNAS HA, w1 S45-1.,. R )- 33.81zs Electrical Contractor's Name: Mailing Address Lic /Cert # Phone No. - $ oN A f SW- 5be -Ctn i 1 IN c C. G. 4 c.'t`f 1'ib. A teizo 125% ' is CZNA14 1 WI 5 HVAC Contractors Name: Mailing Address Lic /Cert # Phone No. • 151 -im t94- H EAcr I Ncq IV g@ 4 10o t)6, LAS ST. 4 N, W) 649 7 1 9 Ca49 4 PROJECT LOCATION Building Address Subdivision Name Lot No. 3a 4o W 11•oe2.Ness r t„Ac - — -- --f - 1 Zoning District Setbacks: Front ' Rear Left Right ft. ft. ft PROJECT INFORMATION OCCUPANCY AREA CONST. TYPE STORIES NUMBER OF gSingle Family Unfinished Basement 0 sq.fl. XSite Constructed ROOMS Two Family ❑ Manufactured !g 1 -Sto — ° Bathrooms O Other Living Area 5 sq.ft. t kur 0 2 - USE Garage 0 sq.ft. FOUNDATION 0 Bi -level 0 Bedrooms S Concrete 0 Tri-level 0 Seasonal 0 Masonry 0 Quad -level 1 Remaining g Permanent HEIGHT 0 Treated Wood 0 Other Finished Rooms 0 Other Height of the Structure e( (from 5 na1 grade to the peak �" t``� Other I4ne1T j of the roof) ELECTRICAL PLUMBING WATER BUILDING COST Panel Size: Sewer 100 Amps .Municipal Sale Price of the Project $ te0 000 M un i c i pal Utility cost of house, lot & labor) 0 200 Amps 0 Septic 0 Private On -Site Well Service: Permit No. MINUS - 1gz Underground The Cost of the Lot $ b 0 Overhead MINUS - HEAT LOSS The Cost of the Mechanicals $ tO Envelope Btu/Hr EQUALS = The Cost of Construction $ (80 Infiltration Btu/Hr (Fair market value which includes labor) ENERGY SOURCE HVAC EQUIPMENT (Forced Air Furnace (PIA. CC4 T' (*t.f Choices: Natural Gas, L.P., Oil, Elec, Solid, Solar 0 Radiant Baseboard or Panel RM. AOW1MO) 0 Heat Pump Space Htg NIP•'NAM Et,k 0 Boiler Water Htg NAlLyt„4y elks 0 Central Air Conditioning S Other 1ZP 01AOJT W H 1- APPLICANTS SIGNATURE: /?p DATE: qA/a7, _____ Sep 03 02 01:18p Oshkosh Inspections 920 -236 -5084 p -1 City of Oshkosh 41,' Division of Inspection Services Z5-s - 13816 - ?AG 215 Church Avenue PO Box 1130 Of HKO fH Oshkosh 603 -1130 Office 920-236-5050 920- 2- 236 -5-5050 ON INE WATER Fax 920 - 236 -5084 PLAN REVIEW Project Address: 3040 WILDERNESS PLACE Date Reviewed: 9/3/02 Submitted By: CR MEYER Phone Number: 235 -3350; 235- 3419(f) Plan Number: ❑ Mailed Reviewed By: NICOLE KRAHN ® Faxed . Phone: 236 -5036 ❑ Delivered Date: 9/3/02 Result of Plan Review: ❑ Conditionally Approved ® Withheld Pending Approval of Additional Information ❑ Not - Approved, Plans Returned for Revisions Conditions Noted on Plan Review ✓ 1) Submit a building permit application. (An application is being faxed with this plan review l etter). ✓1) Heat loss calculations are required to be submitted for the addition. 3 Submit an accurate site plan detailing the dimensions of the deck and addition. The turn around will only be allowed if a 7.5' setback is provided to the side lot line and the turn around is screened in accordance with the City of Oshkosh Zoning Code. /4) Please detail the scope of work that is being done on the building permit application. Also note the mechanical contractors. /5) Submit a new cross section for the deck footings that detail compliance with the 48" min. frost protection requirement. 16) An additional $50.00 is required for the permit due to the plan review fee not being included in the check that was submitted. (NOTE) A plan review will be conducted once the above information is obtained. 1 -1Y% CSI ,O rtP 6 111 - CP' ,J.1)Y , AP 1 .‘ 4 E- ■ ) tip g lir7‘7 VA ••• ACFoam® Vented -R® Insulation Product Descr and Uses DESCRIPTION: Vented -R nail base insulation consists of a thermally efficient polyiso insulation board with standard 1.0 ",1.5" or 2.0" insulating vent strips separating 7/16" - APATFECO rated OSB to create a venting air space. Vented -R combines the desirable benefits of a q 1 ! j �4'_" nailable surface and insulation with the addition of a vented air space. This product is made to order. 1 ' Non- standard vent sizes are available on special order. USES: In response to market concerns regarding asphalt shingle performance,Vented -R has been designed for use over unventilated roof decks. The primary purpose of Vented -R is to provide a thermally efficient insulation with uniform venting that promotes air circulation and roof deck cooling under asphalt shingle roof systems. Vented -R allows heat to WAAL. dissipate while providing a nailable surface and efficient insulation in a one -step labor saving process. Vented-R® Standard Thickness and Thermal Values -Al 1 F , yin. 23 30" 15" 4 0" 4.5" r 11 r a� f R Sizes: ACFoam Vented -R is available in standard 4' x 8' (1220mm x - 2440mm) size and in nominal thicknesses of 2.5" to 6.5 ". If i, 15 ,m y `64 :`16.:.. 89 .° 102 7 114 1,127.'4 127 , l) :040 2115z4 - 16.5.1 C u s m zes a available 0n special order. - Long -te to the re resistance values of the foam were determined in With 1" accordance with CAN /ULC -5770. All test samples were third -party Airspace 7.8 10.8 13.9 17.1 203 23.5 CO - - selected and tested by an accredited materials testing Iaboratory.The R -value of .55 for 7/16" OSB was provided by APA -The Engineered Wood Association, which cited ASHRAE Handbook, Fundamentals RSI 1.37 1.90 2.45 3.01 3.57 4.14 4.72 - - R means resistance to heat flow. The higher the R- Value, the greater the insulating power. Compare insulation values before *With 1.5" 8.6 11.6 14.7 17.9 211 24.3 27,6 you buy. To get the marked R- Value, it is essential that this - Airspace - insulation be installed properly. ' r uu RSI 1.51 2.04 2.59 3.15 3.71 4.28 4.86 Nei Freer f V` '1 tt n Peritnear Foot Air u = Dnnetlsidn; - 19PA/LF I ' With 2.0" - - 9.4 12.4 15.5 18.7 21.9 25.1 28.4 ) s�ce - � Airspace 1 "Airspace 8.75 sq. inch RSI - - 1.65 2.18 2.73 3.29 3.85 4.4 5.00 1.5 Airspace 13.13 sq. inch Pieces /Package 18 15 13 11 10 9 8 7 7 2.0 Airspace 17.50 sq. inch Square Feet 576 480 416 352 320 288 256 224 224 The PFAadezrvedbymultplN gtltearspacedmenson in xxltbytheird oftheVe ted- Rboard(lessthesnac"vtgse s)wd0an dividing by gthin kngtlt infee t TOTAL PACKAGES PER 45' TRUCKLOAD - of each pa'eLThe`enti g capabfirties of the soffit and ridge ventsshwldbematched to the Net Free Area of ventilation (NFA) of the Vented -R y a Typical Physical Properties* ( Foam ,Portion ) , Codes and Compliances k PRt JERTYi TES .ME7ti0D " � R SUETStq,Am Federal Specification HH- I- 1972/GEN Dimensional Stability This federal specification has been cancelled. (Length and Width) ASTM D 2126 < 2 % • ASTM C 1289- 02,TypeV • Metro -Dade County, Florida Product Control No. 00- 0208.04 (with 19/32" plywood) Compressive Strength ASTM D 1621 20 PSI (140 kPa) State of California, License #TC 1231 • Water Absorption ASTM C 209 < 1 % • NYC MEA #107 -01 -M ASTM D 2842 < 3.5 % • IBC, BOCA, ICBO and SBCCI Sections on Foam Insulation Moisture Vapor ASTM E 96 < 1.5 perm • FHA minimum property requirements Transmission (85.Ong/ (Pa•s•m')) • ARMA insulated deck requirements Flame Spread ASTM E 84 25 - 50 ** • APA/TECO rated 0S8 nailing surface (Full 10 min. Test) FM Standard 4450/4470 Approval (1 -60,1. 90,1.105) Smoke Developed ASTM E 84 50 -170 ** Vented -R Insulation is approved for Class 1 insulated roof deck construction. (Full 10 min. Test) Refer to FM Approval Guide for systems details. Service Temperature _ -100 to 250 °F UL Standard 1256 Classification ( -73 to 122 °C) Insulated metal deck construction assemblies - Construction #120 and #123 ` The physical properties listed above are presented as typical average values as determined by UL Standard 790 Classification accepted ASTM test methods and are subject to normal manufacturing variation.This data is offered as a service to our customers and is subject to change. All information can be confirmed by For use with Class A, B or C shingles, metal or tile roof coverings. contacting Atlas's Technical Depanment. UL Standard 263 Fire Resistance Classification (ASTM E119) The numerical ratings as determined by ASTM Test Method E 84 are not intended to reflect Some classifications for fire resistance are P225, P230, P259, P508, P510, hazards presented by this or any other material under actual fire conditions. A Flame spread index of 75 or less meets code requirements regarding Flame spread for foam plastic roof insulation. P514, P101, P717, P719, P723, P728, P732, P734, P739, P801, P815, and P819 However, flame spread values are not required for foam plastic insulation used in roof deck Vented -R is covered by one or more claims of Patent #5,433,050. constructions that comply as an assembly with FM 4450 or UL 1256 (see IBC, BOCA, SBCCI, and ICBO model building codes, Chapter 26). Smoke Developed values do not apply to roofing. wig 5 , ATLAS ROOFING CORPORATION l Andersen® Tilt -Wash Double -Hung Windows Standard , ' t L. 7 Options Features ; r FRAME I i - - -- FRAME HARDWARE O 0 Exterior outer frame members are treated d ■ � © I , I� / ., with water - repellent 1 ' preservative and ,— 1 -- 1 ; covered with a O pre- formed rigid r' 0 1 SASH f < ,/ i : i ' vinyl PVC ©' Standard Lock & Keeper - 0 A polyester stabilized - Classic Series'" Hardware cladding, coat with a Flexacron® finish minimizing is electrostatically applied to Extension Jambs The standard cam - operated lock/ maintenance keeper is made of engineered i ;y penetrate all exterior surfaces Pine extension jambs with a and providing composite resin for smooth t for maximum protection and a basic jamb width of 4 -1/2" an attractive \ operation and Ion lustrous finish. (114) are available for the g life. The appearance. hardware finish on units with following wall thicknesses: Andersen® tilt -wash finished white interior is windows are available in - 1. { treated with a water - repellent • 5 -1/4" (133) white. Stone color is standard. four neutral colors. Specify White, wood preservative for long -last- • 6- 9/16" (167) Sandtone, Terratone® or Forest p, ing protection and performance. • 1 -1 /6" (181) The interior of the sash is clear = ix, - Green color. The side and head extension pine for staining or painting. ambs are pre - drilled in the 1 ! —'� Q For exceptionally long- I O O O lasting performance, sill members GLASS following width: are constructed with a solid wood 0 Weatherstripping throughout • 6- 9/16" (167) core and Fibrex`" composite material the unit provides a long- lasting, 0 A rigid vinyl or CPVC *Optional Lock & Keeper - exterior. Sill ends are protected and energy- efficient, weather - repellent glazing bead with a flexible lip, Some sizes may be pine veneer. Estate'" Hardware sealed with weather - resistant covers. seal. For the top and bottom rails, combined with silicone glazing, Flanges are reversible to Optional accessories (field an encased foam material is used. provides superior weathertight- accommodate the following applied) include a new lock/ © Natural wood stops are made The head jamb liner and sit have a ness and durability. wall thicknesses: keeper design, and a selection of treated, clear pine that can be rigid vinyl rib that the weatherstrip- • 4 -1/2" (114) of lifts in a variety of finish finished to match the interior decor. 0 Low -E ping material compresses against. and High- Performance Sun'" • 4-1/8" (105) options: bright brass, antique On white prefinished interior units At the check rail, compressible vinyl Low -E glass deliver optimum brass, and polished chrome. the stops are white foamed PVC. bulb material is used. Side jamb Prefinished Interior jamb insulating performance. High - 0 A factory- applied rigid vinyl liners use leaf type weatherstrip- Performance Low -E tempered Andersen 400 Series tilt -sash anchoring flange on the head. sill ping with foam inserts. and High- Performance Sun windows are available with a and side of the outer frame helps Unique block and tackle counter Low -E tempered glass also prefinished white interior. secure the unit to the structure. ' balances feature sized -to- the -unit, available. (Glass option must 0 An extruded rigid patented rust - resistant springs that require be specified.) COLOR vinyl jamb liner and fin provide no adjustment. Glass- reinforced 0000 a protective seal against the nylon balancer shoes provide outer frame members. Exclusive smooth, reliable sash operation. patented slide wash assists make To prevent accidental release when Exterior Color it easy to tilt the sash into wash in wash mode, they automatically Specify a unit color option mode position. lock into position with a patented to complete your order: White, stainless steel retainer clip. Sandtone, Terratone® or Forest Green. ' Sold separately. ''''—'''\ Learn more online at andersenwindows.com 36 - Tilt -Wash Double -Hung Windows Accessories FRAME HARDWARE *Traditional Sash Lift *Contemporary Finger Lifts — I. - - •_, „ -.,–i Al P Pine Stool Classic Series "' Hardware Classic Series'" Hardware A clear pine stool is available Shown in stone finish. Shown in white finish. and ready for finishing. The Also available in white. Also available in stone. tilt -wash stool is available for up to 5 -1/4° (133) and up to orar * Contem 7 -1/8" (181) wall thicknesses. *Contemporary M In addition. a high inside sit Sash Lifts . )---b • stop is available as an upgrade for Andersen 1 tilt -wash units. `, allowing the windows to achieve Estate" Hardware design pressure 50 performance. Shown in solid bright brass Specify pine sill stop and sash .._ finish. Also available in polished lift packages. Use of this chrome and solid antique brass. package will subtract 5/8" Classic Series'" Hardware (16) from clear opening height. Shown in stone finish. 1 72 and 76 height units require Also available in white. CAUTION: f tempered glazing to meet this • Painting and staining may J performance level. `r cause damage to rigid vinyl. 4 — . Products in Sandtone or Terratone DP50 upgrade kit not available 'r color may be painted any color lighter for TW34 and TW38 unit widths. - - - -- than Terratone using quality 011 base or latex paint. Submit color samples to Andersen for approval when Estate`" Hardware painting White. Submit color samples 4 Shown in polished chrome finish. to Andersen for approval when Also available in solid bright painting Sandtone or Terratone K brass and solid antique brass. any color darker than Terratone. 5 . Do not paint Forest Green exteriors. C, • Creosote -based stains should not come in contact with Andersen 1 products. • Do not paint weatherstripping. • Abrasive cleaners or solutions con - taining corrosive solvents should not he used on Andersen products. • For vinyl painting instructions and preparation. contact your Andersen supplier. • Andersen does not warrant the adhesion of paint to vinyl. For More Information g See pages 4 -8 for more about: • Sold separately. Glazing Grilles Insect Screens Installation Accessories Joining Material 37 1 Andersen® Air Infiltration, Testing, and Light Transmittance Heat Gain Data In areas of the U.S. where cooling is the major energy _la_ing may he Sound ) }'cos t AAMA/NWWDA Certified Trans. the most important factor in energy savings. That is because cooling costs Performance 101/ I.S. 2 -97 Air Infiltration Class Andersen' Product Refine standardt etm /tr (toyer /m') (STC) otrC^ are based almost solely on heat gains transmitted through the glass. The . Casement Window DP 40 C -C 40 36 x 72 0.03 (.54) 25 22 table below show maximum heat gain by type of glass. f Awning Window DP 35 AP -C 30 65 x 28 0.04 (73) 25 22 -- - CLEAR HEAT GAIN* Sashless Picture Window DP 60 • F -C 65 72 x 60 <.01 (.18) 30 25 - - - --- -- - - - - Tilt Double -- -- Single 3/32" or 1/8" (2mm or 3mm) 214 (675) /with standard sie stop) __ __ DP 30 H - R 30 46 x 72 0.10 (1.80) - . 27 23 Tit -Wash Double -Hung- Single -Pane 3/16" (5mm) - for comparison only 208 (656) i ar is 1e0 Dual- Pane - for comparison only 186 (587) (with prellnisled Interior dm stop option) Dual -Pane High- Performance Insulating 113 (356) 52 (1321mm) Height and Under DP 50 H - 50 38 x 65 0.24 (4.39) 27 23 Units: Casement. Awning, Tilt -Wash & Narroline• Double -Hung. ' 56 (1422mm) Height and Over' DP 45 H - R 45 38 x 69 0.19 (3.47) 27 23 Roof Window, Frenchwood• Hinged & Gliding Patio Door, 400 Series Double-Hung PermaShield • Gliding Patio Door, Circle Top; Elliptical, Picture Window DP 50 F - 50 67 x 77 <.01 (.18) 26 Circle & Oval. Flexiframe: Arch Window, Springline Window I 400 Series Double -Hung . Transom Window DP 30 F - 30 46 x 39 0.02 TINTED GREY /BRONZE HEAT GAIN* 200 Series Narroline' Double -Hung Single -Pane Gray 3/16" (5mm) _comparison only 165 (520) with 1/2%1/2'(13mm x 13mm) l shop or stool DP 20 H - LC 2046x77 0.10 (1.80) 25 21 Single_PaneBronze 3/16" (5mm) - comparison only 168 (530) 200 Series Narroline' Double -Hung Dual -Pane High- Performance Sun" Insulating 78 (246) writ1/2'u 112 (13mm x 13mm) l stop or stool and optional high inside Agod DP 50 H - 50 46 x 77 0.19 (3.47) 25 21 Units: Casement. Awning. Tilt -wash & Narroline Double -Hung. -- - - - - - - Roof Window. Frenchwood" Hinged & Gliding Patio Door, 200 Series Narroline' Double -Hung Perma - Shiel• Gliding Patio Door. Circle Top; Elliptical, Transom Window _ DP 50 * <.01 (.18) 26 - Circle & Oval. Flexiframe, Arch Window. Springline' Window 200/400 Series Circle Top` and NOTE: High - Performance Sun' glass is tinted grey. Elliptical Windows DP 65 * <.01 (.18) 32 - 400 Series Flexiframe' Window DP 65 * <.01 (.18) 30 - MEDIUM PERFORMANCE REFLECTIVE HEAT GAIN* 200/400 Series Arch Window DP 65 * <.01 (.18) - - Single -Pane Bronze for comparison only _ 106 (334) 200/400 Series Springline' Window DP 65 F -HC 65 96 x 72 <.01 (18) - * Relative Heat Gam BTU 'Sq. Ft. /Hr. (watts!m I: - When ASHRAE solar neat gain factor is 200 BTU /Hr. Sq. Ft. 400 Series Gliding Window DP 30 HS -C 30 71 x 59 0.02 (.36) 25 21 1630 watts/ m - land the outdoor air temperature is 14 (7.8 C) 400 Series Circle and Oval Window DP 65 * <.01 (.18) 25 warmer than the indoor air temperature. 200 Series Tilt -Wash Double -Hung • DP 30 - - 27 22 400 Series Skylight GRADE 60 - 0.02 (.36) 30 24 Fabric Fading Protection 400 Series Roof Window (Stationary) GRADE 60 - 0.01 (.18) 30 24 Ultraviolet (U.V.) Krochmann Damage 400 Series Roof Window (Venting) GRADE 40 - 0.01 (.18) 34 28 Transmission Rates Function• 200 Series Narroline' Dual -Pane Clear Glass 62% 64% Gliding Patio Doors 60611 & 43611 DP 40 SGD - 40 72 x 83 0.06 (1.10) - - High - Performance" Glass 17% 34% 200 Series Narroline' Gliding Patio Doors 8068 & 8064 DP 30 SGD - LC 35 96 x 83 0.06 (1.10) - High- Performance Sun Glass 16% 24% - 200 Series Perma - Shield' This better predicts the fading potential through Gliding Patio Doors (with coastal upgrade) DP 40 SGD - 40 96 x 82 0.06 (1.10) 29/30 24 glazings than a UV transmission measurement alone. 400 Series Frenchwood' Gliding Patio Doors A low Krochmann Damage Function predicts low levels of fading Itabnc type is also a factor). 16080 DP 35 SGD -LC 35 189 x 96 0.05 (.91) 31 26 160611 SRD DP 25 SGD -LC 25 189 x 82 0.05 (.91) 31 26 REINFORCED DP 40 SGD -LC 40 189 x 82 0.05 (.91) 31 26 16068 DP 30 SGD -LC 30 189 x 80 0.06 (1.10) 31 26 8080, 6080 DP 45 -- SGD -LC 45 96 x 96 0.03 (.54) 31 26 - ' Tnese units have been tested to the requirements of NWWDA I.5.2 -93. 60611, 8068, 80611, 6080 DP 40 SGD - 40 96 x 82 0.08 (1.46) 31 26 •• Product tested to the AAMA /NWWDA I. S.2 -97 Standard. This performance 400 Series Frenchwood' Hinged Patio Doors is equivalent to DP 40 from the NWWDA I.S.2 -93 Standard. 6080 AP/PA DP 40 HGD - 40 71 x 96 0.02 (.36) 32 26 t In conformance with the applicable AAMA /NWWDA I.S.2 testing requirements. a sample _ unit in a particular type of window or door at the minimum required test size has been 9080 SASR DP 40 HGD - 40 107 x 96 0.01 (.18) 32 26 tested. Larger or smaller units of a particular type may vary from the tested performance 6080 SA DP 40 HGD - 40 71 x 96 0.01 (.18) 32 26 rating. The sample tested may not be a standard production unit. Contact your Andersen - - -_ --- _. .. supplier for more Information. 3180 S DP 60 HGD - 60 36 x 96 0.02 (.36) 32 26 • The Andersen 200 Senes tilt -wash double -hung unit is not currently offered offered in 90611 SASR DP 50 HGD - 50 107 x 82 0.01 the AAMA /NWWDA 101 /I.S. 2 -97 required minimum test size. The unit size tested was - - AS - - -- . - -. (.18) 32 26 4' 8 1/2" x 29 1/2:' 60611 AP /PA DP 40 HGD - 40 71 x 82 0.02 (.36) 32 26 ^ STC and OITC ratings given are for individual units based on independent tests and 60611 SA DP 45 HGD - 45 71 x 82 0.01 represent the entire unit. Higher STC and ODC values may be available with other glazings. - - (.18) 32 26 contact Andersen for more information. 31611 A DP 40 HGD -R 40 36 x 82 0.01 (.18) 32 26 400 Series Frenchwood' Outswing Patio Doors '�� " - -' -- This data is accurate as of May 5.2002. Due to ongoing product changes, updated test results, or new industry standards. this data may change over time. Call your Andersen 3180 DP 50 HGD - 50 36 x 95 0.01 (.18) 30 23 representative for current performance information or upgrade options. iiiii Not available forTW34 and TW38 unit widths. Unit size tested: 3060 (unit size 35 1/2" 6080 AP /PA DP 40 HGD -R 40 71 x 95 0.01 (.18) 30 23 - - -- - -_ -_ (902) x 71 1/2" (1816)). 202 Andersen® Testing Information Center of Glass Performance Data Inside Surface Dual -Pane Glass Visible Fading U -Value %HR Glass (Air filled) Lig_htl_ SC SHGC RHG° Tuv Tdw (cog)' @center' Temp Casement/Awning, Tilt -Wash, Narroline® Transom 83% 0.92 0.79 191 62% 64% 0.50 41% 45 °F Fixed (Picture Windows) 82% 0.90 0.77 187 57% 60% 0.49 41% 46 °F Circle Top 83% 0.92 0.79 191 62% 65% 0.49 41% 45 °F Perma- Shield® Narroline'" Gliding Patio Door 82% 0.87 0.75 181 54% 58% 0.49 42% 46 °F High- Performance' (HP low -E) and - - -- - - ------ - - - - -- -- - - - - -- ' High- Performance Sun (HP Sun) are Flexiframe° Arch Top, Springline - 80% 0.82 0.71 172 47% 53% 0.48 42% 46°F Andersen trademarks for - Low E glass. Based on NFRC testing/simulation conditions - - - - -- -- using Windows 4.1 and NFRC validated spectral Inside data. 0 °F outside temperature. 70 °F inside temper - High- Performance' Surface azure and a 15 mph wind. Low -E Glass Visible Fading U -Value %HR Glass 1 Visible Transmittance (VT) measures howmucn (Dual pane, Low - E, argon blend filled) Light' SC SHGC RHG° Tuv Tdw (cog)' @centers Temp light comes through the glass. The higher the Casement, Awning,Tilt-Wash, Narroline, value. from 0 to 1. the more daylight the glass Double -Hung Transom, Transom, 73% 0.50 0.43 104 17% 34% 0.28 60% 55 °F ets in. visible Transmittance is measured over the 380 to 760 nanometer portion of the Casement Picture, Awning solar spectrum. Double -Hung Picture _ 73% 0.49 0.43 102 - 16% _ 33% 0.28 60% 56 °F 2 Shading coefficients defines the amount of Gliding Windows (400 Series) 73% 0.50 0.43 104 17% 34% 0.28 60% 56 °F heat gain through the glass compared to a Circle Top, Elliptical Top, Circle, Oval 73% 0.50 0.43 104 17% 34% 0.28 60% 56 °F single rite of clear 1/8 (3 MMI g ass. Perna- Shield Patio Door, Solar Heat Gam Coefficient 1 defines Narroline' Gliding Patio Door 72% 0.49 0.42 101 15% 32% 0.27 60% 56 °F he fraction of solar radiation admitted through the glass both directly transmitted Frenchwood® Hinged, Outswing, Gliding 72% 0.49 0.42 101 15% 32% 0.28 60% 56 °F and absorbed and subsequently released Flexifame, Arch Flexif ame, Springline 71% 0.47 0.41 98 14% 31% 0.27 61% 56 °F inward. The lower the'value. the Less heat is - - - - - -- _ - -- transmitted through the glass. Roof Windows/Skylights (tempered) 73% 0.49 0.43 102 16% 33% 0.28 60% 56 °F Relative Heat Gam is calculated ender a Laminated (all products) 71% 0.49 0.42 101 2% 25% 0.28 60% 56 °F different set of assumptions than thermal performance. - ------ - - - --- 5 Transmission Damage Function ITDWL The Inside transmission of snort wave energy in the 300 - High- Performance Sun'" Surface 600 nanometer portion of the solar spectrum. Low -E Glass Visible Fading U -Value %HR Glass The value includes both the UV and visible (Dual pane, tinted Low -E, argon blend filled) Light' SC SHGC RHG° Tuv Tdw (cog)' @center' Temp9 light energy that can cause fabric fading. This rating has also been referred to as the Casement, Tilt -Wash, Narroline, Krocnmann Damage Function. Double -Hung Transom, Transom 40% 0.36 0.31 76 16% 24% 0.31 58% 54 °F 6 Transmission Ultra - Violet Energy ■TUV). The Picture Units: CA, NI, DHP 40% 0.35 0.30 74 15% 23% 0.30 57% 54 °F _ transmission of short wave energy in the 300 - Gliding Windows 40% 0.36 0.31 75 16% 24% 0.30 57% 54° F 380 nanometer portion of the solar spectrum. The energy can cause fabric fading. Circle Top, Elliptical Top, Circle, Oval 40% 0.36 0.31 75 - 16% 24% 0.30 57% 54 °F 7 u- Factor a a measure of the heat Loss - . 5 - Perma- Shield Patio Door 39% 0.34 0.30 73 14% 22% 0.30 58% 54 °F through the glass in BTU / hr deg.F so. ft. Frenchwood® Hinged, Gliding 39% 0.35 0.30 73 14% 22% 0.30 58% 54 °F 8 Percent relative humidity before condensation Flexiframe, Arch Flexiframe, Springline 38% 0.33 0.29 71 13% 21% 0.30 58% 55 °F occurs at the center of glass. taken using -- - - - -- - -- - - - -- - - -- - - -- - - - - -- - -- center of glass temperature. Roof Windows/Skylights (tempered) 39% 0.34 0.30 73 14% 22% 0.30 58% 54 °F 9 Inside glass surface temperature are taken at Laminated (all products) 39% 0.35 0.30 73 2% 16% 0.30 58% 55 °F the center of glass. This data is accurate as of October 1, 2001. Due to ongoing product changes, updated test results, or new industry standards, this data may change over time. Canadian Product Performance Ratings Tested to: CAN /CSA A440 -M90 The mullion was tested and the deflection was within the maximum allowable of 1/175 at positive and negative loads of 2600 Pa. Windload Resistance Windload Resistance Units Air Water Resistance to forced Units Air Water Resistance to forced Tested Tightness Tightness and blow -out entry Tested j Tightness lightness and blow -out entry CW16 _ A_3 1 B -7 C -4 ! Pass FX -12050 1 Fixed 1 B -7 C -4 Not Applicable P6050___ - _ . _ - __ Fixed B -5 C -5 Not Applicable AF -608 Fixed B -7 C -5 Not Applicable AP421V__ _ _A -3 B -4 C -2 Pass SP-802 Fixed B-7 C-5 Not Applicable A3535 _ _A-3 _ B-3 • Pass FWH 6080AP A -3 B-3 C -3 Pass TW3862 A -2 B -3 C -2 Pass 9080SASR A -3 13-4 C -3 Pass NL3862___ _A -3 _ B_3 C -4 1 Pass FW06080AP A -3 B -2 C -3 Not Applicable DHP5662_- -__. -_ _ Fixed B -3 C -3 I Not Applicable ' A -3 B -4 C -3 Not Applicable - G65 - -- - - .._ A - _ _ B-3 -- C -3 Pass FWG8080- A -3 -- B -3 C-1 Pass Cir /Ov1 3048 I Fixed__ B -7 _ C -5 I Not Applicable 160611 i A -3 B -2 C -2 Pass E -- -_ - - Fixed B -7 ____ _ -__- C_5_ I Not Applicable_ PSG8080 1 A -3 B -2 C -1 Pass 203 SEP -13 -2002 08 11 C.R. MEYER P.01 895 W. 20th Avenue, P.O. Box 2157 Oshkosh, WI 54903 -2157 Tel (920) 235 -3350 Fax (920) 235 -3419 NJ NEVE'? Building Solutions Since 1888 FACSIMILE TRANSMISSION FORM Fax Number: (920) 235 -3419 To: Company Ctt Of= i 1)-k0S 11 t 4SP ec.Tra►,I S Etiv Name 1' te.OI....E: 1AK-A, 1 1a 23 b - Sd eq Date _.. q/13/ Reference: t~E g rn K 0.. R E s' 5/4 c. THIS TRANSMISSION IS — PAGE(S), INCLUDING THIS COVER SHEET From: 1 . E � �'._ SP 1.-. r , G- � a_ MESSAGES/NOTES: (al p D F - c V.0 W n t -1..- 0* f . f CALcAk.i.A TIAN S "r )4 G- E F c r L i k - u 3 L S p n c F ( p - . - 2 1 . 1' L4A c fk,wG r T 2 d K _...... . __— T kl a t4. k .. . . J J 41;4j 7 C.R. MEYER AND SONS COMPANY cR- filXSHI SEP -13 -2002 OB :11 C.R. MEYER P.02 Pcrmit Number MECcheck Compliance Report Checked By /Date Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release le Data filename: C:\Progrmn Files \Check\MECcheck \JEFF TREMBLY RESIDENCE.cck TITLE: TREMBLY RESIDENCE COUNTY: Winnebago HEATING TYPE: Non - Electric DATE: 09/13/02 PROJECT INFORMATION: RENOVATION & ADDITION TREMBLY RESIDENCE 3040 WILDERNESS PLACE OSHKOSH, WI. COMPANY INFORMATION: C.R. MEYER 895 W. 20TH AVE P.O. BOX 2157 OSHKOSH. WI. 54903 -2157 UDC COMPLIANCE; Passes Code - Allowed UA = 762 Your Home = 749 1.7% Better Than Code Giros.. Glazing Area or Cavity Cont, or Door Perimeter R -Value R - Value 11- Factor 1..1A New Sunroom: Cathedral Ceiling (no attic) 616 0,0 26.8 22 New House Ceiling: Flat Ceiling or Scissor Truss 212 38.0 13.9 4 Existing House Ceiling: Flat Ceiling or Scissor Truss 2025 40.0 0.0 59 New Addition Walls: Wood Frame. 16" o.c. 702 19.0 7.2 20 New Windows: Above Grade, Wood Frame, Double Pane with Low-F. 258 0.280 72 New Door: Glass 20 0.350 7 Existing Walls: Wood Frame. 16" o,c. 2675 19.0 0.0 110 Existing Windows: Above Grade, Wood Frame, Double Pane with Low -1> 780 0.300 234 Existing Doors: Solid 60 0.067 4 Existing Walls: Wood Frame, 16" o.c. 1369 19.0 3.6 73 Existing Basement Wall: Solid Concrete or Masonry, 9.0' h118.0' bg/9.0' insul 2124 0.0 10.0 123 Existing Floor Garage/Master Bed: All -Wood Joist/Truss, Over Unconditioned Space 380 38.0 0.0 10 New Crawl Space: SEP -13- 2002 08 :11 C.R. MEYER P.03 Solid Concrete or Masonry, 4.0' ht/3.0' bg/4.0' insul 312 0.0 25.0 I 1 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Uniform Dwelling Codc requirements in MECcheck Version 3.3 Release lc and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder /Designer Date_ SEP -13 -2002 08 12 C.R. MEYER P.04 Heating Equipment Sizing Summary General Information Outdoor Design Temperature: -15 deg Conditioned Floor Area 4349 ft2 Average Ceiling Height: 10.0 ft Infiltration Rate; 0.50 Normalized ACFI Equipment Oversizing Factor: 0.0 % Loads Summary Conductive Losses: 63593 Btu /hr infiltration Losses: 33270 Btu/hr Oversizing Factor Losses: 0 Bmlhr Total Building Heating Load: 96863 Btu/hr SEP -13 -2002 08 12 C.R. tMEYER P.05 MECcheck Inspection Checklist Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release 1e DATE: 09/11/02 TiTLE: TREMBLY RESIDENCE Bldg. Dept. Use Ceilings: r j 1. New Sunrnom: Cathedral Ceiling (no attic), R -26.8 continuous insulation Comments: [ ] 2. Ncw House Ceiling: Flat Ceiling or Scissor Truss. R -38.0 cavity + R -13.9 continuous insulation Comments: [ 1 3. Existing IIouse Ceiling: Flat Ceiling or Scissor Truss, R-40.0 cavity insulation Comments: Above -Grade Wails: 1 J 1. New Addition Walls: Wood Frame, 16" o.c.. R -19.0 cavity + R-7.2 continuous insulation Comments: I 1 2. Existing Walls: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: [ 1 3. Existing Walls: Wood Frame, 16` o.c., R -19.0 cavity + R -3.6 continuous insulation Comments: Basement Walls: [ J 1. Existing 13asement Wall: Solid Concrete or Masonry, 9.0' ht/8.0' bg /9.0' insul, R -10.0 continuous insulation Comments: Windows: [ J 1. New Windows. Above Grade, Wood Frame. Double Pane with Low- E, 1J•factor: 0.280 Windows must be labeled. and rated in accordance with NFRC or must use default values from COMM Table 22.05.1. # Panes_ Frame Type Thermal Break? [ ] Yes ( 1 No Comments: [ 1 1 Existing Windows; Above Grade, Wood Frame, Double Pane with L.ow -E, U• factor: 0.300 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -1. # Panes_ Frame Type . ,'Thermal Break? [ 1 Yeti 1 1 No Comments: Doors: r 1 1. New Door: Glass, U- factor: 0.350 # Panes Frame Type Thermal Break?! ) Yes [ ) No Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -2. Comments: [ ] 2. Existing Doors: Solid, U-factor; 0.067 Doors must be labeled and rated in accordance with NPRC or must use default values from COMM Table 22.05 -2. Comments: SEP -13 -2002 08 12 C. R. MEYER P. 06 Floats: [ ] 1. Existing Floor Garage/Master Bel: All -Wood Joist/Truss, Over Unconditioned Space, R -38.0 cavity insulation Comments: , .»-.— Crawl Space wails: I 1 1. New Crawl Space: Solid Concrete or Masonry. 4.0' ht/3.0' bg /4.0' instil, R -25.0 continuous insulation Comments: . Applies to walls of unventilated crawl spaces. Air Leakage: ( ] Joints, penetrations. and all other such openings in the building envelope that are souncs of air leakage must he scaled. [ 1 Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly (COMM 22.32). Ventilation: [ 1 Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be sized to provide a minimum of 40 %, of the total air that would he exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneou. ly (COMM 23.02(3)(b)). Vapor Retarder: ( ] Required on the warm -in- winter side of all framed ceilings. walls, and floors (COMM 22.22). Materials Identification: ( ] Materials and equipment must be identified so that compliance can be determined. 1 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. i 1 Insulation R- values and glazing LJ- factors roust be clearly marked on the building plans or specifications. Duct Insulation: ( ] Ducts in unconditioned spaces must he insulated to a minimum of R -5 (COMM 22.17). Duct Construction: ( 1 Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: [ ] Thermostats are required for each separate HVAC system, A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided (COMM 22.15). Humidity Control: ( ) A humidistHt is required when humidifying or dehumidifying (COMM 22.16). Pipe in elation: I J All heating pipes in unheated spaces and all cooling pipes in uncoolcd spaces must be insulated with a material providing a minimum thermal resistivity of R -4 (COMM 22.19), NOTES T() FIELD (Building Department Use Only) TOTAL P.06 Ore Permit Number MECcheck Compliance Report Checked By /Date Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files \Check\MECcheck\JEFF TREMBLY RESIDENCE.cck TITLE: TREMBLY RESIDENCE COUNTY: Winnebago HEATING TYPE: Non - Electric DATE: 09/05/02 PROJECT INFORMATION: RENOVATION & ADDITION TREMBLY RESIDENCE 3040 WILDERNESS PLACE OSHKOSH, WI. COMPANY INFORMATION: C.R. MEYER 895 W. 20TH AVE P.O. BOX 2157 OSHKOSH, WI. 54903 -2157 UDC COMPLIANCE: Passes Code - Allowed UA = 138 Your Home = 127 8.0% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA Ceiling 1: Cathedral Ceiling (no attic) 616 19.2 33.3 12 Ceiling 2: Flat Ceiling or Scissor Truss 212 40.9 33.7 3 Wall 1: Wood Frame, 16" o.c. 702 26.5 14.4 14 Window 1: Above Grade, Wood Frame, Double Pane with Low -E 258 0.280 72 Door 1: Glass 20 0.350 7 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 410 11.5 25.6 10 Floor 2: All -Wood Joist/Truss, Over Unconditioned Space 170 11.5 25.6 4 Crawl 1: Insulated Concrete Forms, 4.0' ht/2.0' bg/4.0' insul 156 32.3 5 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Uniform Dwelling Code requirements in MECcheck Version 3.3 Release lc and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder /Designer Date Heating Equipment Sizing Summary General Information Outdoor Design Temperature: -15 deg Conditioned Floor Area: 580 ft2 Average Ceiling Height: 8.5 ft Infiltration Rate: 0.50 Normalized ACH Equipment Oversizing Factor: 0.0 % Loads Summary Conductive Losses: 10860 Btu/hr Infiltration Losses: 3771 Btu/hr Oversizing Factor Losses: 0 Btu/hr Total Building Heating Load: 14631 Btu/hr MECcheck Inspection Checklist Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release lc DATE: 09/05/02 TITLE: TREMBLY RESIDENCE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling (no attic), R -19.2 cavity + R -33.3 continuous insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R -40.9 cavity + R -33.7 continuous insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R -26.5 cavity + R -14.4 continuous insulation Comments: Windows: [ ] 1. Window 1: Above Grade, Wood Frame, Double Pane with Low -E, U- factor: 0.280 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -1. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U- factor: 0.350 # Panes Frame Type Thermal Break? [ ] Yes [ ] No Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -2. Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss, Over Unconditioned Space, R -11.5 cavity + R -25.6 continuous insulation Comments: [ ] 2. Floor 2: All -Wood Joist/Truss, Over Unconditioned Space, R -11.5 cavity + R -25.6 continuous insulation Comments: Crawl Space Walls: [ ] 1. Crawl 1: Insulated Concrete Forms, 4.0' ht/2.0' bg /4.0' insul, R -32.3 assembly R -value To determine the total assembly R- value, manufacturers may use the Series - Parallel method described it the ASHRAE Fundamentals Handbook, or may provide third -party independent test results from physical testing laboratory. Acceptable physical testing procedures include ASTM C177, ASTM C518, ASTM C236 or ASTM C976. Tested R -value results should be included with permit submittals. Comments: Applies to walls of unventilated crawl spaces. Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly (COMM 22.32). Ventilation: [ ] Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be sized to provide a minimum of 40% of the total air that would be exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneously (COMM 23.02(3)(b)). Vapor Retarder: [ ] Required on the warm -in- winter side of all framed ceilings, walls, and floors (COMM 22.22). Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to a minimum of R -5 (COMM 22.17). Duct Construction: [ ] Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided (COMM 22.15). Humidity Control: [ ] A humidistat is required when humidifying or dehumidifying (COMM 22.16). Pipe Insulation: [ ] All heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be insulated with a material providing a minimum thermal resistivity of R -4 (COMM 22.19). NOTES TO FIELD (Building Department Use Only) SEP-10 -2002 1441 C.R. MEYER P.01 raVEYE? Building Solutions Since 1888 (920) 235 -3350 Fax (920) 235 -3419 895 W. 20th Ave. P. O. Box 2157 /„ <"� Oshkosh, WT 54903 �i�' Fax Cover Sheet Date: 9/10/02 Company: City of Oshkosh -- Building Inspection Services Attn: Nicole Krahn From: Pete Splittgerber Reference: Trembly Residence Number of pages including cover sheet: 6 Message: Attached are the heat loss calculations for the Trembly Residence. Please indicate if any further information is required. Please follow up as soon as possible. Thank you! SEP -10 -2002 14:41 C.R. MEYER P.02 Permit Number MECcheck Compliance Report Checked By /Date Wisconsin Uniform Dwelling Code MEC :check Software Version 3.3 Release lc Data filename: C:\P.rogram Files \Check \MECcheck \.JEFF TREMBLY RES1DENCE.cck TITLE: TREMBLY RESIDENCE COUNTY; Winnebago HEATING TYPE: Non-Electric DATE: 09/10/02 PROJECT INFORMATION: RENOVATION & ADDITION TREMBLY RESIDENCE 3040 WILDERNESS PLACE OSHKOSH, WI. COMPANY INFORMATION: C.R. MEYER 895 W. 20TH AVE P.O. BOX 2157 OSHKOSH, WI. 54903-2157 UDC COMPLIANCE Passes Code - Allowed IJA = 604 Your home = 602 0.3% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R- Value R, Value 1'1 A 1 New Sunroom: Cathedral Ceiling (no attic) 616 0.0 18.1 New House Ceiling: Flat C :citing or Scissor Truss 212 39.3 16.2 �j� Existing House Ceiling: Flat Ceiling or Scissor Truss 2025 42.0 2.0 / 7 New Addition Walls: Wood Frame, 16" 0.e. 702 19.8 9.5 New Windows; Above Grade, Wood Frame, Double Pane with Low -1i 258 New Door: Glass 20 Existing Walls; Wood Frame, 16" o.c. 3634 19.8 9.5 Existing Windows:` Above Grade. Wood Frame, Double Pane with Low -F 780 Existing Doors: Solid 60 New Sunroom Floor: p All -Wood Joist/Truss. Over Unconditioned Space 410 0.0 11.5 Existing House Floor. All -Wood Joist/Truss. Over Unconditioned Space 170 0.0 • 11.5 Existing Flour Garage/Master Bed; AIl•Waod Joist/Truss, Over Outside Air 380 38.0 2.0 SEP -10 -2002 1441 C.R. MEYER P.03 New Crawl Space: Insulated Concrete Forms, 4.0' ht/2.0' bg/4.0' insul 156 11.5 13 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Uniform Dwelling Code requirements in MEG thee k Version 3.3 Release 1c and to comply with the mandatory requirements listed in the MEC:check Inspection Checklist. Builder /Designer �_.._.,., --- • - -.-- Date SEP -10 -2002 14:41 C.R. MEYER P.04 Heating Equipment Sizing Summary General Information Outdoor Design Temperature: -15 deg Conditioned Floor Area: 580 ft2 Average Ceiling Height: 8.5 ft Infiltration Rate: 0.50 Normalized ACH Equipment Oversizing Factor: 0.0 % Loads Summary Conductive Losses: 51223 13tu /hr Infiltration Losses: 3771 Btuthr Oversizing Factor Losses: 0 Btu /hr Total Building Heating 1..c.►ad: 54994 Btu/hr SEP -10 -2002 14:42 C.R. MEYER P.05 MECcheck Inspection Checklist Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release lc DATE: 09 /10/02 TITLE: TREMBLY RESIDENCE Bldg. Dept. Use Ceilings: [ ] 1. New Sunroom: Cathedral Ceiling (no attic), R -18.1 continuous insulation Comments: [ 1 2. New House Ceiling: Flat Ceiling or Scissor Truss, R -39.3 cavity + R- 16.2 continuous insulation Comments: [ ] 3. Existing House Ceiling: Flat Ceiling or Scissor Truss. cavity + R -2.0 continuous insulation Comments: Above-Grade Walls: ( ] 1. New Addition Walls: Wood Frame, 16" o.c., R -19.8 cavity + R -9.5 continuous insulation Comments: [ J 2. Existing Walls: Wood Frame. 16' o.c.. R -19.8 cavity + R -9.5 continuous insulation Comments: _ -- ...._...., .._.. - Windows: [ J 1. New Windows: Above Grade, Wood Frame. Double Pane with Low -E, U- factor: 0.2R0 Windows must be labeled and rated in accordance with NFRC or mast use default values from COMM Table 22.05 -1. # Panes Frame Type Thermal Break? [ 1 Yes [ ] No Comments: -- .._._... _.... - ... _ _ [ I 2. Existing Windows: Above Grade, Wood Frame, Double Pane with Low -E, U- factor: 0.300 • Windows must he labeled and rated in accordance with NI:RC or must use default values from COMM Table 22.05 -1. # Panes__ Frame Type Thermal Break? I [ Yes 1 I No Comments: Doors: 1 1 1. New Door: Glass, U- factor: 0.350 # Panes__,,, Frame Type Thermal Break? [ ] Yes [ 1 No Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -2. Comments: [ 1 2. Existing Doors: Solid. U- factor: 0.067 Doors must be labeled and rated in accordance; with NFRC or must use default values from COMM Table 22.05 -2. Comments: w � Floors: [ ] 1. New Sunroom Flexor: All -Wood Joist/Truss, Over Unconditioned Space. R -11.5 continuous insulation Comments; _ f 1 2. Existing House Floor: All -Wood Joist/Truss. Over Unconditioned Space, R -11.5 continuous insulation SEP -10 -2002 14:42 C.R. MEYER P.06 Comments: 1 1 3. Existing Fluor Garage/Master Bed: All - Wood Joist/Truss, Over Outside Air, R -38.0 cavity + R -2.0 continuous insulation Comments: Crawl Space Walls: [ J 1. New Crawl Space: insulated Concrete Forms, 4.0' ht/2.0' bg /4.0' ittsul. R -11.5 assembly R- value To determine the total assembly R- value, manufacturers may use the Series- Farallei method described it the ASI•IRAE Fundamentals Handbook, or may provide third -party independent test results from physical testing laboratory. Acceptable physical testing procedures include ASTM C 177, ASTM C518, ASTM C236 or ASTM C976. Tested R -value results should be included with permit submittals. Comments: Applies to walls of unventilated crawl spaces. Air Leakage: [ J Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must he sealed. 1 ) Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly (COMM 22.32). Ventilation: [ J Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must he sized to provide a minimum of 40% of the total air that would be exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneously (COMM 23.02(3)(b)). Vapor Retarder: [ ] Required on the warm -in- winter side of all framed ceilings. walls, and floors (COMM 22.22). Materials Identification: [ 3 Materials and equipment must be identified so that compliance can be determined. 3 Manufacturer manuals for all installed heating and cowling equipment and service water heating equipment must be provided. [ 3 insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: 1 1 Duets in unconditioned spaces must be insulated to a minimum of R -5 (COMM 22.17). Duct Construction: l 7 Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: l J Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided (COMM 22.15). Humidity Control: 1 1 A humidistat is required when humidifying or dehumidifying (COMM 22.16). Pipe Insulation: [ J I All heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be 1 insulated with a material providing a minimum therm! resistivity of R -4 (COMM 22.19). NOTES TO FIELD (Building Department Use Only) TOTAL P.06 SEP -12 -2002 0901 C.R. MEYER P.01 rtatEYE? Building Solutions Since 1888 (920) 235 -3350 Fax (920) 235 -3419 895 W. 20th Ave. P. O. Box 2157 Oshkosh, W1 54903 Fax Cover Sheet Date: 9/12/02 Company: City of Oshkosh Inspection Services Attn: Nicole Krahn From: Pete Splittgerber Reference: Trembly Residence Number of pages including cover sheet: 6 Message: Attached are the heat loss calculations for the above referenced project. Please review and contact our office at your earliest convenience. Thank you! SEP -12 -2002 0902 C.R. MEYER P.02 Permit Number MECcheck Compliance Report Checked By /Date Wisconsin Uniform Dwelling Code MECcheck Software Version 3.3 Release lc Data filename: C :\Program Files \Check MI CcheckUEFF TREMBLY RF,SI.DFNCE.cck TITLE: TREMBLY RESIDENCE COUNTY: Winnebago HE.AT1NC 'TYPE: Non - Electric DATE: 09 /12/02 PROJECT INFORMATION: RENOVATION & ADDITION TREMBLY RESIDENCE 3040 WILDERNESS PLACE OSHKOSH, WT. COMPANY INFORMATION: C.R. MEYER. 895 W. 20TH AVE P.O. BOX 2157 OS'1IKOSII, WI. 54903 -2157 • UDC COMPLIANCE: Passes Code - Allowed UA = 794 Your Hams = 777 2.1% Better Than Code Gross Glaring Area or Cav ity Cont. Or Door Perimeter R -Value it-Value U- Factor !JA New Sunroom: Cathedral Ceiling (no anic) 616 0.0 26.8 22 New House Ceiling: Flat Ceiling or Scissor Truss 212 38.0 13.9 4 Existing House Ceiling: Flat Ceiling or Scissor Truss 2025 40.0 0.0 59 New Addition Walls: Wood Frame, 16" o.c. 702 19.0 7.2 20 New Windows: Above Grade. Wood Frame, Double Pane with Low-E 258 0.280 72 New Door: Glass 20 0.350 7 Existing Walls: Wood Frame, 16" o.c. 2675 19.0 0.0 110 Existing Windows: Above Grade. Wood Fame, Double Pane with Low -F 780 0.300 234 Existing Doors: Solid 60 0.067 4 Existing Walls: Wood Frame, .16" o.c. 1369 19.0 3.6 73 Existing Basement Wall: Solid Concrete or Masonry, 9.0' ht/8.0' bg/9.0' iosul 2124 0.0 10.0 123 New Sunroorn Floor: All -Woos! Joist /Truss, Over Unconditioned Space 432 19.0 10.0 14 New House Floor: SEP -12 -2002 09:02 C. R. MEYER P. 03 All -Wood Joist/Truss, Over Unconditioned Space 190 19.0 10.0 6 Existing Floor Garage/Master Bed; All -Wood Joist/Truss, Over Unconditioned Space 380 38.0 0.0 10 New Crawl Space! Solid Concrete or Masonry, 4.0' ht/3.0' bg/4.0' instil 312 0.0 12.5 19 COMPLIANCE STATEMENT; The proposed building design described here is consistent with the building plans, specifications. and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Unifonn Dwelling Code requirements in MECchec:k Version 3.3 Release lc and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer SEP -12 -2002 09:02 C. R. MEYER P. 04 Heating Equipment Sizing Summary General Information Outdoor Design Temperature: -15 deg Conditioned Flexor Area: 4349 ft2. Average Ceiling Height: 10.0 11 Infiltration Rate: 0.50 Normalized ACH Equipment Oversizing Factor: 0.0 % Loads Summary Conductive Losses: 66001 Btu/hr infiltration Losses: 33270 Btu/hr Oversizing Factor Losses: 0 Btu/hr Total Building Heating Load: 99271 Btu/hr SEP -12 -2002 0902 C.R. MEYER P.05 MECcheck Inspection Checklist Wisconsin Uniform Dwelling Code M13Ccheck Software Version 3.3 Release lc DATE: 09/12/02 TITLE: TREMBLY RESIDENCE Bldg. Dept. Use Ceilings: [ ) 1. New Sunroom: Cathedral Ceiling (no attic), R -26.8 continuous insulation Comments: ( 1 2. New !louse Ceiling: Flat Ceiling or Scissor Truss, R -38.0 cavity + R -13.9 continuous insulation Comments: 1 1 3. Existing Mouse Ceiling: Flat Ceiling or Scissor Truss. R -40,0 cavity insulation Comments: Above -Grade Walls: 1 1 I. New Addition Walls: Wood Frame, 16" o.c., R -19.0 cavity + R -7.2 continuous insulation Comments: [ 1 2. Existing Walls: Wood Frame, 16" o.c.. R -19.0 cavity insulation Comments: 1 1 3. Existing Walls: Wood Frame, 16" o.c., R -19.0 cavity + R -3.6 continuous insulation Comments: Basement Walls: [ ] 1. Existing Basement Wall: Solid Concrete or Masonry, 9.0' ht/8.0' bg/9.0' instil. R -10.0 continuous insulation Comments: Windows: [ ] 1. New Windows. Above Grade. Wood Frame, Double Pane with Low -E, U- factor: 0.280 Windows must be labeled and rated in accordance with NFRC or must use dctault values from COMM Table 22.05 -1. *Panes Frame Type_ Break? [ 1 Ycs 1 1 No Comments: [ .1 2. Existing Windows: Above Grade, Wood Frame, Double Pane with Low-F, 1J-factor: 0.300 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -1. # Panes Frame Type Thermal Break? [ ] Ycs [ J No Comments: Doors: f 1 1. New Door: Glass, U-factor: 0.350 #1 Panes Frame Type Thermal Break? [ ] Yes [ 1 No Doors must be labeled and rated in accordance with NPRC or must use default values from COMM Table 22.05 -2. Comments: [ l 2. Existing Doors: Solid, U- factor: 0.067 Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05 -2. Comments: SEP -12 -2002 0902 C.R. MEYER P.06 Floors: [ J 1. New Sunroom Floor: All-Wood Joist/Truss, Over Unconditioned Space. R -19.0 cavity + R -10.0 continuous insulation Comments: [ J 2. New House Floor: All -Wuxi Joist/Truss, Over Unconditioned Space. R -19.0 cavity + R -10.0 continuous insulation Comments: [ J 3. Existing Floor Garage/Master Bed: All -Wood Joist/Truss, Over Unconditioned Space. R -38.0 cavity insulation Comments: Crawl Space Walls: [ 1 1. Ncw Crawl Space: Solid Concrete or Masonry. 4.0' hr/3.0' bg /4.0' insul, R -12.5 continuous insulation Comments: Applies to walls or unventilated crawl spaces. Air Leakage: I 1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J Recessed lights must he type iC rated and installed with no penetrations or installed inside an appropriate air -tight assembly (COMM 22.32). Ventilation: [ J Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be sized to provide a minimum of 40% of the total air that would be exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneously (COMM 23.02(3)(b)), Vapor Retarder: [ 1 Required on the warm - in - winter side of all framed ceilings, walls, and floors (COMM 22.22). Materials Identification: [ 1 Materials and equipment must be identified so that compliance can be determined. [ 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. 1 1 insulation R- values and glazing 0- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ 1 Ducts in unconditioned spaces must be insulated to a minimum of - 5 (COMM 22.17). Duct Construction: [ 1 Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: ( 1 Thermostats are required for cach separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or Ilocr shall be provided (COMM 22.15). Humidity Control: [ 1 A humidistat is required when humidifying or dehumidifying (COMM 22.16). Pipe Insulation: [ J M1 heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be insulated with a material providing a minimum thermal resistivity of R -4 (COMM 22. 19). TOTAL P.06 SEP -12 -2002 17:54 C.R. MEYER P.01 ) O Permit N umber MECcheck Compliance Report w Checked By/Date Wisconsin Uniform Dwelling Code MECchcck Software Version 3.3 Release lc Data filename: C :\Program Fileskeheek1MECcheckVF,PF TREMBLY RESIDENCE.cck TITLE: TREMBLY RESIDENCE COUNTY: Winnebago HEATING TYPE: Non - Electric DATE: 09/12/02 PROJECT INFORMATION: RENOVATION & ADDITION TREMBLY RESIDENCE 3040 WILDERNESS PLACE OSHKOSH, WI. COMPANY INFORMATION: C.R. MEYER 895 W. 20TH AVE P.O. BOX 2157 OSHKOSH, WI. 54903-2157 Ills: COMPLIANCE: Passes Code-Allowed UA = 760 Your Ilome 748 1.6% Better Than Coale Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor New Suttrootn: Cathedral Ceiling (no attic) 616 0.0 26.8 22 New House Ceiling: Fiat Ceiling or Scissor Truss 212 38.0 13.9 4 Existing Huusc Ceiling: Flat Ceiling or Scissor Truss 2025 40.0 0.0 59 New Addition WaiIs: Wood Frame, 16" o.c. 702 19.0 7.2 20 New Windows: Above Grade, Wood Frame, Double Pane with Low -E 258 0.280 72 New Doxx: Glass 20 0.350 7 Existing Walls: Wood Frame, 16" o.c. 2675 19.0 0.0 110 Existing Windows: Above Grade, Wood Frame, Double Pane with Low -L 780 0.300 234 Existing Dom: Solid 60 0.067 4 Existing Walls; Wuud Frame, 16" o.c. 1369 19.0 3.6 73 Existing Basement Wall: Solid Concrete rete nr Masonry, 9.0' ht/8.0' bg/9.0' insul 2124 0.0 10.0 123 Existing Floor Garage/Master Bcd: All-Wood Joist/Truss, Over Unconditioned Space 380 38.0 0.0 10 New Crawl Space: SEP -12 -2002 17:55 C.R. tEYER P.02 Solid Concrete or Masonry, 4.0' ht14.0' bg/4.0' insul 312 0 0 25.0 10 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications. and other calculations submitted with the permit application. The proposed building has been designed to mcxt the Wisconsin Uniform Dwelling Code requirements in MECcheck Version 3.3 Release lc and to comply with the mandatory requirements listed in the MECchec:k Inspection Checklist, Builder/Designer ,� __, , Date SEP -12 -2002 17:55 C. R. tEYER P.03 Heating Equipment Sizing Summary General Information Outdoor Design Temperature: -15 deg Conditioned Floor Area: 4349 112 Average Ceiling Height: 10.0 ft Infiltration Rate: 0.50 Normalized ACII Equipment Oversizing Factor: 0.0 % Loads: Summary Conductive Losses: 63540 Btu /hr Infiltration Losses: • 33270 Btu/hr Oversizing Factor Losses: 0 Btu /hr Total Building Heating Load: 96810 Btu/hr SEP -12 -2002 17:55 C.R. MEYER P.04 MECcheck Inspection Checklist Wisconsin Uniform Dwelling Code MECcheek Software version 3.3 Release lc DATE: 09/12/02 TITLE: TREMBLY RESIDENCE Bldg. Dept. tJsc Ceilings: f 1 1. New Sunro om: Cathedral Ceiling (no attic), R -26.8 continuous insulation Comments: [ 1 2. New Fuse Ceding: Flat Ceiling or Scissor Truss. R -38.0 cavity + R -13.9 continuous insulation Comments: [ ] 3. Existing I•Iouse Ceiling: Flat Ceiling or Scissor Truss, R -40.0 cavity insulation Comment: Above -Grade Walls: ( ) 1. New Addition Walls: Wood Frame, 16" o.c., R - 19.0 cavity + R - 7.2 continuous insulation Comments: f 1 2. Existing Walls: Wood Frame, 16" o.e., R.19.0 cavity insulation Comments: [ ) I 3. Existing Walls: Wood Frame. 16" o.c.. R - 19.0 cavity + R -3.6 continuous insulation Comments: Basement Walla: [ 1 1. Existing Basement Wall: Solid Concrete or Masonry, 9.0' ht/8.0' bg/9.0' insal. R -10.0 continuous insulation Comments: Windows: ( ) 1. New Windows: Above Grade. Wood Frame, Double Pane with Low -E, U- factor: 0.280 Windows must be labeled and rated in accordance with NPRC or must use default values • from COMM Table 22.05 - I. # Panes Thermal Break? t ) Yes ( ) No Comments: 1 1 2. Existing Windows: Above Grade, Wexid Frame, Double Pane with Law -E, U- factor: 0.300 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05.1. # Panes 'Type Thermal Break? r 1 Ycs f 1 No Comments: Doors: [ ] 1. New Door: Glass, U- factor: 0.350 # Panes Frame Type Thermal Break?[ ) Yes ( 1 No Doors must be labeled and rata' in accordance: with NFRC or must use default values from COMM Table 22.05 -2. Comments: [ 1 2. Existing 1MOrs: Solid, U- Pacts: 0.067 Doors must be labeled and rated in accordance with NNW or must use default values from COMM 'Cable 22.05-2. Comments: SEP -12 -2002 17:55 C.R. t'EYER P.05 Floors: ( 1 1. Existing Fluor Carage/Master Bed: All -Wood Joist/Truss, Over Unconditioned Space, R -38.0 cavity insulation Comments: . ._.. Crawl Space Walls: [ ] 1. New Crawl Space: Solid Concrete or Masonry. 4.0' ht/4.0' bg/4.0' insul, R -24.0 continuous insulation Comments: —_ Applies to walls of unventilated crawl spaces. Air Leakage: ( j Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ( 1 ( Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly (COMM 22.32). Ventilation: [ ] Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be sized to provide a minimum of 40% tit' the total air that would be exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneously (COMM 23.02(3)(b)). Vapor Retarder: 1 1 Required on the warm -in- winter side of all framed ceilings, walls, and floors ors (COMM 22.22). Materials Identification: ( ) Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ) Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: ( ) Ducts in unconditioned spaces must be insulated to a minimum of R.5 (COMM 22.17). Ouc:t Construction: ( ] Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided (COMM 22.15). Humidity Control: ( ] A humidistat is required when humidifying or dehumidifying (COMM 22.16). Pipe Insulation: ( 1 All heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be insulated with a material providing a minimum thermal resistivity of R-4 (COMM 22.19). NOTES TO FIELD (Building Department Use Only) TOTAL P.05 QO � oC � w (a z cn O U z� 0 U ol=x "1 U :D W W � TZ z z Z cl) OOQ w- Ann I (ON Q U U ti �1 to •z cl) Z ~ Z U �i w WJ �W� Z Qw° - z U U R I i�L m z 0 �n } i Q u Z z O Don LF D d O W z KOS sco 3 LU P/ u_i z q 0 L CA N N O w F E a ED a P 0 0 Q DESIGNED BY' c ( a O PRL CHECKED BY: U) O U A G°�C[CD��C��G°�Cl� STRRUCTUF°��CL� G°�L�(� l o DEC HWAC 7MR A C p[� ojl o � W U G001 COVER SHEET S001 P101 M101 E1 ui C101 SITE PLAN S101 P102 M102 E2 O LL- C102 EXISTING SITE PLAN S201 P103 E3 z O A101 FLOOR PLAN F v J a A102 ROOF FRAMING, FND.PLANS & STRUCTURAL NOTES W o w A201 BUILDING ELEVATIONS O °6 °? CLASSIF10#1ONS / ZONING a o A401 BUILDING SECTIONS &DETAILS BUILDING CCX WISCONSIN ADMINISTRATIVE CODE Q C) A801 REFLECTIVE CEILING PLAN, BLDG. SECTION & DETAIL DEPT OF COMMERCE > J o SAFETY AND BUILDING DIVISION O MM (NFPA 101, 1991 LIFE SAFETY CODE) Z W W CHAPTER ILHf.; 20 - 25 UNIFORM DINEWN6 CODE � CLASS OF CCSTRUCT)ON: W N O M � N (D U) M v ZONIN)G I E ZEMENTS__ CITY OF OSHKOSH O FLOOD,. EA CALCULATIONS DATE Lo 28 AUG, 02 0 Q EXISTING REMODEL ADDITION TOTAL LOWER LEVE 00,000 06,000 110,000 00,000 PROJECT NO. p o FIRST,FL66� 1,585 437 622 2,644 720283 g X SECOND FL1 1,705 00,000 00,000 1,705 o m z 0° fi TOTAL 3,290 gsf 437 gsf 622 gsf 4,349 gsf =t f k DESIGtS K ° ARCHITEG/ STRUCTURAL ENGINEER ELECTRICAL ENGINEER U � RS M Lo (j CR MEYER $c INS COMPANY M 2 a � � 895 W. 20T4' � , P,O. BOX 2157 ^-'�- OSHKOSH, UUa54903 PHONE N 0) o (920)23& W o E c w HVAC / PL BING.ENGINEER FIRE PROTECTION O co Lu U C!) U U LL r- ui N * SHEET NO. O Lo - a PHONE O o � PHONE Y m0 � G001 O n. 0 U N O L0 m N 0) N (D N cl) co c M h. L X L ui U o � It O Lo w a z w 0 m z ED =ate E 0 U r >, 0 M E Lo Ch Lo U c�7 N L6 O 0 - co N.s� p X C6 NcoE rnLL W w U o w LL ti� ry O 0 In Y m 0 � O � 0 HO 20 00 • „ 5 5 I6' 2 E 178.00' — — — 6 / / 1 / — — — — 25' BUILDING 5ETBAGK LINE / — — — — i ' HOT TUB U i� GOOKIN6 AREA • ; \ / / / x = / I ; 9/ PROPOSED ADDITION NEW PAVERS ON WALKWAY GOOK I NG / ; DN. AREA / / SCREENING FOR TURNAROUND I I UTILITIES I I ' EXISTING STOOP d3 i° co/ � 2X8 JOIST c9 16 "O.G. (TYP.) O �� /' \• / 2X8 BEAMS (TYP.) I ; � NEW 4" STAMPED / 44 2X10 BEAM (TYP. ' GONGRETE DRIVEWAY 0• /, EXISTING BRICK ° NEW 4" STAMPED PAVER STOOP f GONGRETE DRIVEWAY / I 1 25 BUILDING 5ETBACK LINE / 1 --- - - - - -- - - - -- ---------- .- - --- -- 1 i 4 / i — � — — — — — — — PUBLIC UTILITY EASEM1 =hlT — — — — ® 2X10 RIM JOIST (TYP.) 0 N bqo I6' 2Q" W 45.00' U SIDEWALK • WILDERNE55 DRIVE a C n E 0 U as C O U) C l6 a`a a N 0 N 0 A 04 CL 0 U CHORD - 5 b9° 43'26.5" W TAN BRG. OUT - 5 bq ° 16' 24" E SITE FLAN 1" = 10' NO TH 1/2 I' = 1 1 ^ 11 1;)EGK J015T/BEAM LAYOUT N1� REA J015T a I6 "O.G. (TYP.) 2X10 BEAM (Tl'P.) 0 0 U) o0 w no oc W o ^ti z cn p} � 0 U Z 0 U ©t=w 1—UW W z zz0 p °c rr p � �1 +• � � Z v U c u r - , � W D m � Z co 1 Q W 0 U CL a a_ m L o I �n �I Z O Of U z 4 U) Q w Wl o z q V LL v v W u� .o W DESIGNED BY: PRL CHECKED BY: cz U) 7 c 0 C-) W 3: U Z W o0 Z H U d U N W W Q ry N 0 z _0 a'o>.. J « ° o m w 2i rY W ry ' 1 L U) O N 0 DATE 28 AUG. 02 PROJECT NO. 720283 W z SHEET NO. 0101 OSHKOSH OFFICE: P.O. Box 2157 Oshkosh, WI 54903 (920) 235 -3350 RHINELANDER OFFICE: Fax: (920) 235 -3419 P.O. Box 1308 (715) 369 -2223 Email: info @crmeyer.com Rhinelander, WI. 54501 Fax: (715) 369 -5012 Copyright 2002 C.R. Meyer and Sons Company � X O U► In rn r z A I /qu a I • \ ti I I i PR OJECT 5 SEPT. 2002 !GENERAL REVIS'ONS PAS PR— 0 ! EXISTING � ..•• ° 14.02` _..- — I � ' tWAfEYE? RENOVATION &ADDITION FOR: Ob . 1e,, 44" o Fv�.� =oo -iNC� DETAi -s � o= NLR,4� REVISIONS i �Rl_ � I � N ° ° m D° � TREMBLY RESIDENCE = �z i � \ I ► • � \ o M I I 0 SITE Z �' m W I Q z r Z 11 j \ 1 W I I> 1 X Building Solutions Since 1888 � I I I S= 0 I — �N 1 6_ - N N �I I M f f rn x I i I /qu a I • \ ti I I PR OJECT 5 SEPT. 2002 !GENERAL REVIS'ONS PAS PR— 0 ! EXISTING � n o tWAfEYE? RENOVATION &ADDITION FOR: o Fv�.� =oo -iNC� DETAi -s � o= NLR,4� REVISIONS i �Rl_ � I � N ° ° m D° � TREMBLY RESIDENCE = �z i �, ► o M 0 SITE Z �' m W Q 3040 Wilderness Place W I> X Building Solutions Since 1888 � I I I S= �� I — I 1 6_ - dz ARCHITECTS CONTRACTORS REV DATE DESCRIPTION ({ CHKD' CHG I I I � Oshkosh Wisconsin I i N I ENGINEERS CONSTRUCTION MANAGERS I 7 I a 0 CONSULTANTS MACHINE ERECTORS i I I 1 I IK) IU rn I I T 7 ��� ( I I /qu a I • \ ti I I PR OJECT 5 SEPT. 2002 !GENERAL REVIS'ONS PAS PR— 0 ! EXISTING � n o tWAfEYE? RENOVATION &ADDITION FOR: 16 s��T. 2002 Fv�.� =oo -iNC� DETAi -s � o= NLR,4� REVISIONS SAS �Rl_ -__- m ' � N ° ° m D° � TREMBLY RESIDENCE = �z - - -- - 0 SITE Z �' m W Q 3040 Wilderness Place W Building Solutions Since 1888 o N PLAN - ARCHITECTS CONTRACTORS REV DATE DESCRIPTION BY CHKD' CHG Oshkosh Wisconsin ENGINEERS CONSTRUCTION MANAGERS CONSULTANTS MACHINE ERECTORS N O Lo M N N (D N M � rn (O � M f� L X ti LL W U LL u> a v o w oo 'S p o z�2 a) w o z m m c 2 C5 s EI 0 V rn v � T d N o M E � N V � Q O N 64 .c O X a LL W W M U o LL rn u- 0 LD = N U) xc cn Y w 0 a0 c m a E O U G O U) C a v 0 N O 0 N Ol . C. O U Erlm GILT BE5T 2- 4X2 —IOW (R.O. — 2'— IO "X3'- 0 ") REMOVE EXI5TIN6 DOOR, JAMB, ff GA51NG. REPLAGE WITH NEW EXTERIOR DOOR, JAMB, CASING, AND NEW STORM DOOR. PAINT NEW DOOR, JAMB, AND GA51NG. FIRST PLAN PLAN 1/4 = 1' -0" ^NORT I oO o0 0 0 N . w Q Z cn ¢� 20 z� U) U ��w r IUw Ln W Z e ZZU 0 O OU � O Coo bU • U�Z U fr � �l w w J I-- w ryry Z w () U U � � m I Z � Ul i Z 7 O � d Ul C) W W L> Ll Z N Q I O i �L 11- W U w z 0 o I cv N Lu H ~ CL Q 0 in sl W DESIGNED BY: PRL CHECKED BY: C . C O U) W V Z W o Z U Q / ) c6 F- v J (L U m ch W�Wa) Q c °6 70 0 o Q 'IT ion° z �cc 0-1 G M W O U) 0 DATE 28 AUG. 02 PROJECT NO, 720283 0 z ry 0 LL LL 0- SHEET NO. Al 01 [tl 0 tt� C11 N � N c ,� N rn tn co ti � X N LL W U o U O wok O gc X N z m N FE C> L Ix n: a E 0 U n N M E o Lo CO N V u6 o o co N .S CD X M w LL W W U rn LL w r` tr) O o - = N mIo 0�0 A c a1 E 0 U C 0 w C as I � a, a) U N 0 0 N >s 1,. 0 U 21' - 0 ------------------------------°-- v ' c__- ________ ____ _____________________________'_ ----- C-- - - =___ _ ____________________________ ________: C---- ------------------------------°®--------- 12' TJI /PRO 550 JOIST @ 16 O.G. W/ 3/4" OSB T$0 PLYWOOD NAILED AND GLUED (TYP) 3Y2" 2.0E PARALLAM PSL(12 "DEEP) ___- _ ________________________� 12" TJI /PRO 550 JOIST ® 24" O.G. 2'-0" O.G. (TYP) 1 „ / s /411 05B TAG PLYWOOD NAILED C =_ AND GLUED (TYP.) _ C ---- rr---- rr---- Ir- - - _117- _Tr--- •n - - - -• 1---- n-- - -rr -� n \n II 11 � n n I II II II II 11 li II !1 II II II II II II 11 II II II II II II II II II II II pp II II II II II II II II II 11 II II Ip II II li II II I ' II II II II II II II II II II II II II 1! II II : II II II II II II II 11 II H EI II II II II II II II II II II II II II II II II II II 19 II n , li a re II II FLOOR FRAMING PLAN 1/4" = 1' -0" 211 EXISTING 2X12'5 a 16 O.G. (T T P.) NORTH 6' -4X6" 11'- 3f /f6 6- 4' -all 4' -0 T- - - - - -- -- - - - - -- -- - \ l i PROVIDE 2X6 BETWEEN I \ r i'' I \ f DOUGLA Fli RAFTERS (T1'P.) 23/4 "X1'41 RIDGE B AN I \ t I DOUGLAS FIR 2 14 " XIly4 "RAFTER (TYP.) I � � t p I � p I 2Y4 T46 WOOD I 1 p DEGKIN6 (TYP.) i ! i -1 j I I 2' -0 O.G. (TYP.) I p I 1 ------ -- ------- L--------- - - - - -- - - - - -- - - - I p 2X6 RAFTERS (TYP.) W/ 5 /e" 05B ROOF SHEATHING - - -- ---- 1---- --- --.� - - -- I 1 I I p �•� __ _1 •' I I I - - - -- I I -- I I I 1 I I 1 I - - - - - -+ VALLEY LINE W 1 0X68 i i i i i i��, 1 I E 1 I 1 I I I 6" STD. PIPE (TYP.) 1 1 I -- '---- -' - - -- - - - -- -- L - - - - I - -- 1 - - -- 1 s 2X6 LEDGER TO SUPPORT WOOD ROOF DEGKIN6 FRAMING MEMBERS ON TOP OF WOOD DEGKIN6 t-'y ROOF FRAMINGPLAN N, OCR O I N N b' -by 2 " 5'-6 4" DRAIN TILE W/ BLEEDERS EVERY b' -O" TO BE TIED INTO EXISTING DRAIN TILE b -3 1g "D.X24 "W. FOOTING WITHOUT REBAR 12" FOUNDATION WALL (FOAM FORM) - II � I f� I 0 N N 21' -0 I O' -O" 51_61 a� 4 A401 \ \ \ \ Y2" ANGHOR5 WITH T' EMBED X 2Y2" \ PROJEGTION @ 72" O.G. 1 - 18" FROM EACH GORNER MIN. (TYP.) GRAWL SPAGE- BOTTOM OF FOOTING ELEV. q3' -4 3/8" TOP OF WALL ELEV. q8' -O 3/4" 1 I 2 II II I I A801 �L - TOP OF EXI5TIN6 ELEV. q8' -2 3/8" I In I� EXISTING BASEMENT TOP OF EXI5TIN6 NALL ELEV, q8' -q - 7/8" TOP OF EXI5TIN6 POOTIN6 ELEV. 8q' -10 3/8" FOUNT:)ATION PLAN 1/4 1, = V _ 0 . O NORT GENERA I Fb Repet. LOAD CAPACITY FOR THE GIVEN BEAM AND SPAN OR THE INDICATED REACTION, STRUCTURAL WOOD CONSTRUCTION 1. ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE "WISCONSIN STATE BUILDING CODE ". 3. PROVIDE 2 MIL. GREY PRIMER ON ALL STEEL SURFACES UNLESS NOTED OTHERWISE. 1. WOOD MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST SHOWN IN THE "AISC MANUAL OF STEEL CONSTRUCTION ", TABLE II, III, OR X. (psi) 4. ANCHOR BOLTS SHALL BE PRESET WITH TEMPLATES AT REQUIRED LOCATIONS. WELDS SHALL FULLY DEVELOP STRENGTH OF THE MATERIALS BEING WELDED UNLESS EDITION OF THE FOLLOWING STANDARDS: 2. CONTRACTOR SHALL BE FAMILIAR WITH ALL ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS TO VERIFY THE LOCATION AND DIMENSI OF CHASES, INSERTS, NOTED OTHERWISE, EXCEPT THAT FILLET WELDS SHALL BE A MINIMUM 3/16''. 70 ROOF DEAD LOADS: 20# / SQ. FT. AFPA - "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" WELDED CONNECTIONS SHALL. BE MADE BY APPROVED CERTIFIED WELDERS USING OPENINGS SLEEVES, S, DEPRESSIONS AND OTHER PROJECT , ECT REQUIREMENTS NOT 5. BASE PLATES ARE TO BE PLACED OVER LEVELING NUTS THAT ARE SET TO FILLER METAL CONFORMING TO E70XX. AFPA - "DESIGN VALUES FOR WOOD CONSTRUCTION" FLOOR LIVE LOADS: 40# P.S.F./ SQ. FT. SHOWN ON THE STRUCTURAL DRAWINGS, 1,400,000 A SPECIFIED ELEVATION. PLATES ARE TO BE GROUTED WITH NON- SHRINK TYPE GROUT. FLOOR DEAD LOADS: 20# P.S.F./ SO. FT. AITC - 'TIMBER CONSTRUCTION MANUAL, PART II, DESIGN SPECIFICATIONS" CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL. FRAMING SECURELY IN POSITION. TEMPORARY 6. CONNECTIONS MAY BE EITHER BOLTED OR WELDED AT THE FABRICATOR'S OPTION. BRACING SHALL REMAIN UNTIL THE PERMANENT LATERAL BRACING HAS BEEN INSTALLED AND APA - "U.S. PRODUCT STANDARD PS 1 -83 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" 3. OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL NOT BE REVISED WITHOUT THE CONCRETE FOR FLOOR SLABS HAS ATTAINED 75% OF ITS REQUIRED STRENGTH. BOLTED CONNECTIONS SHALL BE AS FOLLOWS: 1. FOUNDATION WORK FOR THIS PROJECT SHALL CONSIST OF SPREAD FOOTINGS, CONTINUOUS 11. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE FINAL BOLTING WRITTEN APPROVAL FROM THE PROJECT MANAGER. WALL FOOTINGS AND SLABS - ON - GRADE. 1000 2. STRUCTURAL WOOD SHALL BE VISUALLY GRADED IN ACCORDANCE WITH ASTM D245. 2. ALL FOUNDATIONS SHALL BE SUPPORTED ON APPROVED EXISTING SUB GRADE OR APPROVED 12, CONTRACTOR SHALL NOT MODIFY OR CUT ANY STRUCTURAL STEEL WITHOUT A. MINIMUM BOLT DIAMETER: 3/4" COMPACTED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING CAPACITY OF 3,000 PSF WOOD SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS, AND 425 B. SHEAR CONNECTIONS FOR MOMENT CONNECTED MEMBERS: FRICTION TYPE CONTRACTOR SHALL FIELD TOUCH UP ALL ABRASIONS, BURNS, AND SIMILAR DEFECTS ISSUED BY A RECOGNIZED INSPECTION AGENCY. - NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES. IN PAINT OF THE STRUCTURAL STEEL, JOISTS AND STEEL DECK. HIGH STRENGTH BOLTS IN SINGLE SHEAR. " ' OF 4-0 BELOW ADJACENT FINISH EXTERIOR GRADE. 14. PROVIDE ACCESS FOR AN INDEPENDENT TESTING AGENCY, HIRED BY THE OWNER, TO Posts 4. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE C. SHEAR CONNECTIONS FOR OTHER MEMBERS: BEARING TYPE HIGH STRENGTH 3. ALL WOOD SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 15% PRIOR 5. THE TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL BE APPLICABLE TO ALL PARTS B. VISUAL INSPECTION OF FILLET WELDS BOLTS IN SINGLE OR DOUBLE SHEAR. REPORTS. THESE DATA ARE INCLUDED TO ASSIST THE CONTRACTOR DURING BIDDING AND TO INSTALLATION. C. ULTRASONIC TESTING (OF FULL - PENETRATION WELDS (TEST REPORTS FROM OF THE CONTRACT DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. SUBSEQUENT CONSTRUCTION AND TO REPRESENT CONDITIONS ONLY AT SPECIFIC LOCATIONS D. SIMPLE SHEAR CONNECTIONS SHALL BE CAPABLE OF END ROTATION PER AISC ALL SHOP - FABRICATED? FULL - PENETRATION WELDS SHALL BE SUBMITTED TO AT THE PARTICULAR TIME OBSERVATIONS WERE MADE. ENGINEER PRIOR TO RELEASE FOR SHIPPING.) REQUIREMENTS FOR "UNRESTRAINED MEMBERS ". 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SAFETY DURING CONSTRUCTION. 4. NEW WOOD SHALL HAVE MINIMUM BASE DESIGN VALUE ACCORDING 7. ALL BEAM CONNECTIONS NOT DETAILED SHALL SUPPORT 1/2 THE TOTAL UNIFORM TO THE FOLLOWING SCHEDULE: 5. FOOTING ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT ESTIMATED DEPTHS AND ARE NOT TO BE CONSTRUED AS LIMITING THE AMOUNT OF EXCAVATION REQUIRED TO REACH SUITABLE BEARING MATERIAL. 6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS AS REQUIRED TO PREVENT HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT WHICH WILL ENDANGER ADJACENT STRUCTURES, STREETS, OR UTILITIES, 7. CONTRACTOR SHALL PROVIDE CONTROL OF SURFACE AND SUBSURFACE WATER PROMPTLY TO INSURE THAT ALL FOUNDATION WORK IS DONE IN THE DRY. 8. NO FOUNDATIONS SHALL BE PLACED ON FROZEN SUBGRADE. 9. PROTECT IN -PLACE FOUNDATIONS AND SLABS -ON -GRADE FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE, 10. FOUNDATION WALLS SHALL BE BRACED DURING BACK FILLING AND COMPACTION OPERATIONS. BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT STRUCTURAL SUPPORT SYSTEM IS INSTALLED AND APPROVED BY PROJECT MANAGER. 11. BACK FILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF WALL. STRUCTURAL STEEL 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: AISC - "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS" AISC - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AWS D1.1 - "STRUCTURAL WELDING CODE- STEEL" AISC - "STRUCTURAL STEEL DETAILING MANUAL" 2. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING: A. STRUCTURAL, BEAMS, AND COLUMNS - ASTM A992 Fy = 50 KSI B. STRUCTURAL SHAPES, AND PLATES - ASTM A36 Fy = 36 KSI C. STRUCTURAL STEEL PIPE - ASTM A53 GRADE B Fy = 35 KSI D. TUBULAR STEEL - ASTM A500 GRADE B Fy = 46 KSI E. HIGH STRENGTH BOLTS - ASTM A325N BEARING TYPE) ASTM A325F ( RICTION TYPE) F. ANCHOR BOLTS - ASTM A307 OR A36 Fb Single Fb Repet. LOAD CAPACITY FOR THE GIVEN BEAM AND SPAN OR THE INDICATED REACTION, Fv DESIGN LOADS Fc Parallel WHICHEVER IS GREATER. CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES MEMBER Use (psi) Use (psi) SHOWN IN THE "AISC MANUAL OF STEEL CONSTRUCTION ", TABLE II, III, OR X. (psi) ROOF LIVE LOADS: 30# P.S.F. W/ ALLOWANCE FOR DRIFTING 8, WELDS SHALL FULLY DEVELOP STRENGTH OF THE MATERIALS BEING WELDED UNLESS 2x4 WIND LOADS: 20# / SQ. FT. 575 NOTED OTHERWISE, EXCEPT THAT FILLET WELDS SHALL BE A MINIMUM 3/16''. 70 ROOF DEAD LOADS: 20# / SQ. FT. 9. WELDED CONNECTIONS SHALL. BE MADE BY APPROVED CERTIFIED WELDERS USING 2x6 - 2x12 875 1000 FILLER METAL CONFORMING TO E70XX. 70 FLOOR LIVE LOADS: 40# P.S.F./ SQ. FT. 1100 1,400,000 Joists FLOOR DEAD LOADS: 20# P.S.F./ SO. FT. 10. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL. FRAMING SECURELY IN POSITION. TEMPORARY FOUNDATIONS BRACING SHALL REMAIN UNTIL THE PERMANENT LATERAL BRACING HAS BEEN INSTALLED AND 3x6 - 3x12 Joists 875 1000 THE CONCRETE FOR FLOOR SLABS HAS ATTAINED 75% OF ITS REQUIRED STRENGTH. 70 1. FOUNDATION WORK FOR THIS PROJECT SHALL CONSIST OF SPREAD FOOTINGS, CONTINUOUS 11. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE FINAL BOLTING 46 - 4x12 Joists WALL FOOTINGS AND SLABS - ON - GRADE. 1000 OR WELDING OF CONNECTIONS, 70 2. ALL FOUNDATIONS SHALL BE SUPPORTED ON APPROVED EXISTING SUB GRADE OR APPROVED 12, CONTRACTOR SHALL NOT MODIFY OR CUT ANY STRUCTURAL STEEL WITHOUT Solid Wood B eams 5%5 "u COMPACTED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING CAPACITY OF 3,000 PSF - WRITTEN APPROVAL FROM THE ENGINEER. O 425 13. CONTRACTOR SHALL FIELD TOUCH UP ALL ABRASIONS, BURNS, AND SIMILAR DEFECTS I N 3. ALL EXTERIOR FOUNDATIONS SHALL BEAR ON APPROVED SUB GRADE AT A MINIMUM DEPTH - IN PAINT OF THE STRUCTURAL STEEL, JOISTS AND STEEL DECK. N " ' OF 4-0 BELOW ADJACENT FINISH EXTERIOR GRADE. 14. PROVIDE ACCESS FOR AN INDEPENDENT TESTING AGENCY, HIRED BY THE OWNER, TO Posts 4. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE MAKE THE FOLLOWING INSPECTIONS: A. BOLT INSTALLATION CONDITIONS DESCRIBED IN THE DRAWINGS, SPECIFICATIONS, TEST BORINGS OR GEO- TECHNICAL B. VISUAL INSPECTION OF FILLET WELDS Decking REPORTS. THESE DATA ARE INCLUDED TO ASSIST THE CONTRACTOR DURING BIDDING AND 1150 C. ULTRASONIC TESTING (OF FULL - PENETRATION WELDS (TEST REPORTS FROM - SUBSEQUENT CONSTRUCTION AND TO REPRESENT CONDITIONS ONLY AT SPECIFIC LOCATIONS - ALL SHOP - FABRICATED? FULL - PENETRATION WELDS SHALL BE SUBMITTED TO AT THE PARTICULAR TIME OBSERVATIONS WERE MADE. ENGINEER PRIOR TO RELEASE FOR SHIPPING.) 5. FOOTING ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT ESTIMATED DEPTHS AND ARE NOT TO BE CONSTRUED AS LIMITING THE AMOUNT OF EXCAVATION REQUIRED TO REACH SUITABLE BEARING MATERIAL. 6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS AS REQUIRED TO PREVENT HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT WHICH WILL ENDANGER ADJACENT STRUCTURES, STREETS, OR UTILITIES, 7. CONTRACTOR SHALL PROVIDE CONTROL OF SURFACE AND SUBSURFACE WATER PROMPTLY TO INSURE THAT ALL FOUNDATION WORK IS DONE IN THE DRY. 8. NO FOUNDATIONS SHALL BE PLACED ON FROZEN SUBGRADE. 9. PROTECT IN -PLACE FOUNDATIONS AND SLABS -ON -GRADE FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE, 10. FOUNDATION WALLS SHALL BE BRACED DURING BACK FILLING AND COMPACTION OPERATIONS. BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT STRUCTURAL SUPPORT SYSTEM IS INSTALLED AND APPROVED BY PROJECT MANAGER. 11. BACK FILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF WALL. STRUCTURAL STEEL 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: AISC - "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS" AISC - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AWS D1.1 - "STRUCTURAL WELDING CODE- STEEL" AISC - "STRUCTURAL STEEL DETAILING MANUAL" 2. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING: A. STRUCTURAL, BEAMS, AND COLUMNS - ASTM A992 Fy = 50 KSI B. STRUCTURAL SHAPES, AND PLATES - ASTM A36 Fy = 36 KSI C. STRUCTURAL STEEL PIPE - ASTM A53 GRADE B Fy = 35 KSI D. TUBULAR STEEL - ASTM A500 GRADE B Fy = 46 KSI E. HIGH STRENGTH BOLTS - ASTM A325N BEARING TYPE) ASTM A325F ( RICTION TYPE) F. ANCHOR BOLTS - ASTM A307 OR A36 5. JOISTS SHALL BE BRIDGED WITH 1 x 3 CROSS BRIDGING (OR EQUAL) AT INTERVALS NOT EXCEEDING 8' -0" O.C. 6. ALL JOISTS AND RAFTERS SHALL BE SUPPORTED BY DIRECT END BEARING ON BEAMS, PARTITIONS OR JOIST HANGERS. 7. ALL WOOD PERMANENTLY EXPOSED TO THE WEATHER, IN CONTACT WITH EXTERIOR CONCRETE OR IN CONTACT WITH THE GROUND SHALL HAVE A PRESERVATIVE TREATMENT EQUAL TO 0.4 P.C.F. RETENTION OF PRESSURE INJECTED CCA. 8. NO WOOD MEMBER SHALL BE CUT, NOTCHED OR DRILLED WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. 9. DO NOT EMBED WOOD MEMBERS IN CONCRETE. 10. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL JOINTS. 11. PLYWOOD SHALL BE CAPABLE OF SUPPORTING DESIGN LOADS AT REQUIRED SUPPORT SPACING AND SHALL BEAR APPROPRIATE GRADING STAMP FROM AMERICAN PLYWOOD ASSOCIATION. 12, PLYWOOD SHALL BE FASTENED TO SUPPORTS WITH 10d NAILS SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 13. WOOD DECKING SHALL BE INSTALLED IN THE "CONTROLLED RANDOM LAY -UP" PATTERN, CONTINUOUS OVER THREE SPANS. 14. WOOD DECKING SHALL BE FACE NAILED TO EACH SUPPORT ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 15. USE COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED OTHERWISE. 16. ALL BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307. USE STEEL WASHER BETWEEN HEAD OF BOLT OR LAG SCREW AND THE WOOD SURFACE. USE STEEL WASHER BETWEEN NUT AND WOOD SURFACE. 17. ALL FASTENERS USED FOR PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED. 18. JOIST HANGER FASTENERS MUST BE SUPPLIED BY THE JOIST HANGER MANUFACTURER. 19. PLYWOOD WEB, WOOD COMPOSITE JOISTS SHALL CONFORM TO 'TJI SERIES" SPECIFICATIONS, MANUFACTURED BY TRUSS JOIST CORPORATION, OR EQUAL. 20. OPEN WEB WOOD JOISTS SHALL CONFORM TO 'TJ SERIES" SPECIFICATIONS, MANUFACTURED BY TRUSS JOIST CORPORATION, OR EQUAL. 21. MICRO -LAM BEAMS SHALL CONFORM TO TRUSS JOIST CORPORATION SPECIFICATIONS, OR EQUAL. Pw w 0C q ^I z U) � O z O U 0� of H-UL w Z fr U)_E 00Q p JUG blo C/) U) L jj W J •ry I_z� of z 0 ¢ w U I � 0 0 N i11 } � m i N W Q 0 0 N < U) J iu Q Q 5 v W Z O u 7Q Q1 u o O LU D ~I Q kn * W IY DESIGNED BY: PRL CHECKED BY: O 0 W 0 Z W L Q LL Z N U _p C/ to F IZ W C) mo O O od a ZO O >-�M O z W 75 0Y W f/) O W Q DATE 28 AUG, 02 PROJECT NO. 720283 Z 00 Z 0 U) LL _1 O LL {- SHEET NO. Al 02 L / \IJ 1 11\V 6 / \If. J ® 12" O.G. (T1'P.) Fb Single Fb Repet. Ft Fv Fc Perp. Fc Parallel E MEMBER Use (psi) Use (psi) (psi) (psi) (psi) (psi) (psi) 2x4 500 575 250 70 425 625 1,200,000 2x6 - 2x12 875 1000 425 70 425 1100 1,400,000 Joists 3x6 - 3x12 Joists 875 1000 425 70 425 1100 1,400,000 46 - 4x12 Joists 875 1000 425 70 425 1100 1,400,000 Solid Wood B eams 5%5 "u 900 - 450 65 425 625 1,300,000 Solid Wood 850 - 550 65 425 700 1,300,000 Posts Decking 1000 1150 - - 425 - 1,300,000 5. JOISTS SHALL BE BRIDGED WITH 1 x 3 CROSS BRIDGING (OR EQUAL) AT INTERVALS NOT EXCEEDING 8' -0" O.C. 6. ALL JOISTS AND RAFTERS SHALL BE SUPPORTED BY DIRECT END BEARING ON BEAMS, PARTITIONS OR JOIST HANGERS. 7. ALL WOOD PERMANENTLY EXPOSED TO THE WEATHER, IN CONTACT WITH EXTERIOR CONCRETE OR IN CONTACT WITH THE GROUND SHALL HAVE A PRESERVATIVE TREATMENT EQUAL TO 0.4 P.C.F. RETENTION OF PRESSURE INJECTED CCA. 8. NO WOOD MEMBER SHALL BE CUT, NOTCHED OR DRILLED WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. 9. DO NOT EMBED WOOD MEMBERS IN CONCRETE. 10. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL JOINTS. 11. PLYWOOD SHALL BE CAPABLE OF SUPPORTING DESIGN LOADS AT REQUIRED SUPPORT SPACING AND SHALL BEAR APPROPRIATE GRADING STAMP FROM AMERICAN PLYWOOD ASSOCIATION. 12, PLYWOOD SHALL BE FASTENED TO SUPPORTS WITH 10d NAILS SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 13. WOOD DECKING SHALL BE INSTALLED IN THE "CONTROLLED RANDOM LAY -UP" PATTERN, CONTINUOUS OVER THREE SPANS. 14. WOOD DECKING SHALL BE FACE NAILED TO EACH SUPPORT ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 15. USE COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED OTHERWISE. 16. ALL BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307. USE STEEL WASHER BETWEEN HEAD OF BOLT OR LAG SCREW AND THE WOOD SURFACE. USE STEEL WASHER BETWEEN NUT AND WOOD SURFACE. 17. ALL FASTENERS USED FOR PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED. 18. JOIST HANGER FASTENERS MUST BE SUPPLIED BY THE JOIST HANGER MANUFACTURER. 19. PLYWOOD WEB, WOOD COMPOSITE JOISTS SHALL CONFORM TO 'TJI SERIES" SPECIFICATIONS, MANUFACTURED BY TRUSS JOIST CORPORATION, OR EQUAL. 20. OPEN WEB WOOD JOISTS SHALL CONFORM TO 'TJ SERIES" SPECIFICATIONS, MANUFACTURED BY TRUSS JOIST CORPORATION, OR EQUAL. 21. MICRO -LAM BEAMS SHALL CONFORM TO TRUSS JOIST CORPORATION SPECIFICATIONS, OR EQUAL. Pw w 0C q ^I z U) � O z O U 0� of H-UL w Z fr U)_E 00Q p JUG blo C/) U) L jj W J •ry I_z� of z 0 ¢ w U I � 0 0 N i11 } � m i N W Q 0 0 N < U) J iu Q Q 5 v W Z O u 7Q Q1 u o O LU D ~I Q kn * W IY DESIGNED BY: PRL CHECKED BY: O 0 W 0 Z W L Q LL Z N U _p C/ to F IZ W C) mo O O od a ZO O >-�M O z W 75 0Y W f/) O W Q DATE 28 AUG, 02 PROJECT NO. 720283 Z 00 Z 0 U) LL _1 O LL {- SHEET NO. Al 02 L / \IJ 1 11\V 6 / \If. J ® 12" O.G. (T1'P.) OSHKOSH OFFICE: (920) 235 -3350 RHINELANDER OFFICE: P.O. Box 2157 Fax: (920) 235 -3419 P.O. Box 1308 (715) 369 -2223 Oshkosh, WI 54903 Email: info @crmeyer.com Rhinelander, WI. 54501 Fax: (715) 369 -5012 Copyright 2002 C.R. Meyer and Sons Company - -� - rn j d M d� _ n AO ! (� �< r�r nAn 1 j dAz Chi �1 rnA z I � I z A T_ A T_ T_ M tS v1 M M z -i u (n i o rn _ rn 0 z i - 7 i z p D M d G� M rn rn r rn 0 i t PROJECT 1 s SEPT. 1002 G-ENFRAL REvis ONE, PAS FR- i n 4 /li M O t 1 I i I I BUILDIN E LE VAT I ONS I f N) 00 C) M . m � y �. L 1 A l` 0 m ° I X c 3 rn� �V' _ X' z 3 CS 111 - 3 M CJ to U} c O U 3 -- z , REV DATE ____ _ DESCRIPTION BY 'CHKD ____ CHG I � r r i - ENGINEERS CONSTRUCTION MANAGERS CONSULTANTS MACHINE ERECTORS 020 k U C).91 I _ ...- (� z p D M d G� M rn rn r rn 0 i t PROJECT 1 s SEPT. 1002 G-ENFRAL REvis ONE, PAS FR- i 1 1 1 I i I I BUILDIN E LE VAT I ONS I f <M z (� I d z �O ----��ry t- III A� nz rn n M rn 1 11 PROJECT s SEPT. 1002 G-ENFRAL REvis ONE, PAS FR- i i N i O _ BUILDIN E LE VAT I ONS ° C) W z o N) 00 C) M . m � RENOVATION & ADDITION FOR: TREMBLY RESIDENCE 3040 Wilderness Place 0 m ° I X 16 SEPT. :2(-')02 FNE). /Poo ING DETAILS GENERAL REVIelONS RAs PRL Building Solutions Since 1888 ARCHITECTS CONTRACTORS -- - — - , REV DATE ____ _ DESCRIPTION BY 'CHKD ____ CHG I � r r i I I ENGINEERS CONSTRUCTION MANAGERS CONSULTANTS MACHINE ERECTORS Tr k I (� I ' I I _ ! r, L ` _4 - t _. i;, r a ,, <M z (� I d z �O ----��ry t- III A� nz rn n M rn 1 11 PROJECT s SEPT. 1002 G-ENFRAL REvis ONE, PAS FR- N i O _ BUILDIN E LE VAT I ONS ° C) W z o N) 00 C) M . m � RENOVATION & ADDITION FOR: TREMBLY RESIDENCE 3040 Wilderness Place 0 m ° ° m Ln r ° X 16 SEPT. :2(-')02 FNE). /Poo ING DETAILS GENERAL REVIelONS RAs PRL Building Solutions Since 1888 ARCHITECTS CONTRACTORS -- - — - REV DATE ____ _ DESCRIPTION BY 'CHKD ____ CHG Oshkosh W iscon si n ENGINEERS CONSTRUCTION MANAGERS CONSULTANTS MACHINE ERECTORS 0 �n M � N � N � N M m Lo M f~ � X LL W U o vo LL It 0 Lo w oo p o _ z�� goy Z ma) =o� P 0 0 M N o E U) LO �L) cf) N V Lh &-p N C .c C) X @ °a u- w w U o r rn LL v 0 Lo Lo 0o� Y Ca Y x o cn 0 T a. F- 0 U C O a d N O O N T O 0 3 RIDGE BEAM DETAIL " toil 1" = 1' -0'° A eUILPING SECTION A401 1/2" = 1' -0" DOUGLAS FIR. 214 "X11Y4" RAFTER W/ NOTGH OUT 30# ROOF FELT 5 /a EXT. 05B ROOF SHEATHING (2) PART 150 VENT ROOF 51/2" INSULATION SYSTEM OVER 6 MIL. POLY VAPOR BARRIER 2Y4 "X5'4" T$6 WOOD DEGKING Y2" R.5. CEDAR PLYWOOD W/ 2X2 BLOCKING I Y2" RIGID INSULATION BLOCK I N6 Y2" GEDAR PLYWOOD SOFFIT 2X12 GONT. --\ I Y2" L 16H1 2" R161E oe i i 8 "X i i' 2" RIGID INSULATIOI` 12" TJI/PRO 550 JOIST A/ 3 /4" OSB T� 6 PLYWOOD NAILED AND GLUED (TYP.) 2" FOAM FOUNDATION FORM W/ Y2" DEN5 -6LAS5 SHEATHING 3" OF Y2" GLEAR STONE OVER 6 MIL VAPOR BARRIER I X8 GEDAR FASG I A CONTINUOUS AIR VENT GEDAR 51DIN6 R -la BATT INSULATION I" RIGID INSULATION EXTERIOR VAPOR BARRIER 2X6 @ 16" O.G. EXTERIOR STUD WALLS Y2" OSB SHEETING INTERIOR VAPOR BARRIER VENT AIR rl ROOF /SOFFIT 1»TA L. A401 1" = 1' -0" RIP(SPE BEAM CONNECTION DETAIL 1" = 1' -0" GEDAR TRIM 12" FOUNDATION WALL 24" WIDE FOOTING 4" DRAIN TILE W/ BLEEDERS 8' -O" D.G. ri - ' PARTIAL WALL SECTION A401 1 " = V -0" 12' " NA Fc 0 00 u) p0 of no w a0 20 z� a e 0 •N ►-Uw con w Q�z ~O � U) T- 00< 0 U U :�i �v rr �1 JJ C) af Z U w ry w w _I •r� Hwy MM � Z Qw C� I = _ I U Q lY lX I � U Lu Hi Q m z I 0 w � z U) In i Q I> z i 0 z q W z iL O C O W Q u Q W DESIGNED BY: PRL CHECKED BY: O U W i V Z W O p LL Z a) U O � d ch U C) C) w W W Q 0 C-6 _0_ (l O F- O Q O > (y) 0 W W Q_ W U) 0 W O DATE 28 AUG. 02 PROJECT NO, 720283 0 6 Z Z o H W W 00 C) 0 SHEET NO. A401 -1 v_1 nc =ir3 - 13i_uvitV.11 M=AKA n/111/'I Ac- r-IC) - 04"vIt:�V_ nCAKA 7 0 N 0) N tD N cM rn Lo �r- M r— Lo C ` LL w o 0 �n W eo p o 0 zeta) c =0L ac a E 0 rn � M E o � � M m L) M N �a o cri N ,C O X (6 N m E °' LL w w U o r q v LL 0 Ln Lo = N ooul se in �0 020 M M a 0 U c O U) -II c ca m` m U N 0 N cm CL 0 U 2Y4 "X5'4" TAG WOOD DECKING 2X6'5 BETAEEN RAFTERS (TYP.) I' -6" OVERHANG A/ Y CEDAR PL1' ADOD SOFFIT GONTINUO5 AIR VENT GEILING a 8' -IY4" +/- PAINTED (T'YP.) GEILING @ +/- PAINTED ( GROWN MOLDING (TYP.) lUl II�'I IIII ❑❑ GEILING @ 8' -IY " +/- PAINTED (T'(P.) EXISTING 0 REFLECTIVE CEILING PLAN �& 1/4" = 1' -0" NORM I" RIGID INSULATION AIR BARRIER R -IG BATT INSULATION Y2" LIGIHT HEIGHT CONGRETE KITH RADIANT HEAT 2" RIGIID INSULATION 2" RG FOAM INSULATION 12" T-L/PRO 550 JOIST A/ 3 /4" 05;B Td G PLYWOOD NAILED AND GLUED (TYP.) 8 "X8 ">KI(9" G.M.U. 2" FOAM FOUNDATION FORM A/ Y2" DENS -GLASS SHEATIH I NG 3" OF Y GLEAR STONE OVER 6 MIL VAPOR BARRI IER 12" FOUNDATION HALL 24" AIIDE FOOTING 4 DRAIN TILE A/ BLEED >ERS 8' -0" O.G. OUT DNT. 9 2 O.G. TO NAIL -IA BOARD TO ROOF !X8 GEDAR FASGIA FINUOUS AIR VENT TOP OF BEAM ELEV. IOq' -I 1/2" +/- )FFIT 2 SIDING k TOP OF COLUMN ELEV. 108' -3 I /8" GATT INSULATION ID INSULATION NRRI ER 16" D.G. EXTERIOR NALL5 W12" 05B ING BASE PLATE " A" PLATE THIGKNE55 = 1 1/4" EMBEDMENT = 8 1/2" PROJECTION = 4 1/2" TOTAL LENGTH = 13" B.O.B.P. = ci8' -10 7/8" T.O.G. = 108' -3 I /S" 'PROVIDE I" 5PAGE UNDER BASE PLATE FOR 6ROUT "XII 1/2 "X11 1/2" GAP 'LATE TYP. GONN. (4) DIA. HOLES FOR (4) A325 BOLTS ® %" GA. b" DIA. SGH. 40 PIPE GOLUMN (Tl'P.) COL. CONNECTION DETAIL 1 = 1 ' - "' " "'"8 "XI'O" VV/ 2 -I ]/IV " DIA. )R I" DIA. A36 TREADED ROD 3ET INTO EPDXY cn 00 w w n o oc q ^-� z cn 43 2 0 �z O oaf • ti I-- U w Ill z CIO ~ZU 00< p UU� •ti � � z w ti ww • r.� F-° w � M � ¢w© I C) Q Y a � _ C) z U Uj j Q D/ z z , o_ o F- tY -1 � u < U) LLI Q LH o! o o W LLI v IJ o!o I I I I o l o w x uj I � DESIGNED BY: PRL CHECKED BY: 0 U W U , W 00 LL Z U O U) U Q W W C) d 0 06 a O 'S a C) � o Off"' z W Lu I..L� 0 L DATE 28 AUG. 02 PROJECT NO, 720283 vi Z - o W ~ Q � V J r � � � V Z J W —1 0 U co 06 SHEET NO, A801 A eUl1.ZDlNG SECTION o A801 1/2" = 1' -0" 2 t'VV - 1 INC7 a =l ,QtIL A801 1" = 1' -0"