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HomeMy WebLinkAboutB16-0644 041-080-160• Page 2 Photo 1 — South=est Sides of House March 10, 2016 ..::..:.:.:.:. Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 wNNw.buttecounty.net/dds FORM NO _v r_j xi _F ClIt' "N PLAN CHANGiij, R1`C"._,_!, xN, ORR_'1E!JT� tX Owner's Name: !A�.'' C�� _ {' �-L- �'�h/t�'� Cz Contact Person Name: I I Contact email: lvl � f�cCi Contact Phone Number: r, (0 L_J 2, �, o`l -3 0 - l� iCA��.c.oM 33 Date Submitted: Permit Number: �:_7 �; - � �,)Assessor's Parcel Number: 6141 oS [J�COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: El Response to Plan Check Letter? El Response to Building Inspection Correction Notice? El Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: LIST OF ITEMS SUBMITTED L j 2. 3. 3 5. BUTTE COM APR 0e-., E, ?, - 0111 DrAV,HLQ,rN MMb,rF ISER IC Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ® Minimum $127.00 paid ® Additional Fee Amount Due: Revised 7.20.20J_J Page I of 1 Tin.. rXj . Ap" Nei$ t � -o��'�oE��22-� �o c� V -I e.Ib Perm tr-�> PvA W- - v �a��P �e$I�dC .. 4D ilp\ 14 - Lea 0 L 45-7 (�� Ctr i"�=u' Vl V ti U - , I W." U TV 14 Residential Mandatory California Green Building Code Measures Based on the 2013 California Green Building Standards Code Checklist Effective July 1, 2015 VERIFICATIONS LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD FEATURE OR MEASURE Prerequisites and electives= Enforcin Installer or Third g Agency Designer party ❑ ❑ ❑ Mandatory Tier 1 Tier 2 Ali All All PLANNING AND DESIGN .. ttee'eIot 4.106.2 A plan is developed and implemented to ❑ manage storm water drainage during construction. 4.106.3 Construction plans shall indicate how site grading or a drainage system will manage all surface: water flows to keep water from entering buildings. 4.106.4 Provide capability for electric vehicle charging in one- and two-family dwellings and in townhouses El ❑ ❑ with attached private garages; and 3 percent of total ,parking spaces, asspecified, for multifamily dwellings. :. ENER � E F1CJENCy : en eraW. 4.201.1 Building meets or exceeds the requirements of the ❑ ❑ ❑ CQIIf01711aBLIlICI111 Filel" 'F.fflcienc rStanda1'CIS3. vTE ErcrN►� ► �coEvArraN Indno• water se - 4.303.1 Plumbing fixtures ( water closets and urinals) and ❑. El El❑ fittings (faucets and showerheads) installed in residential buildings shall comply with the prescriptive requirements of Sections 4.303.1.1 through 4.303.1.4.4. 4.303.2 Plumbing fixtures and fittings required in Section; ❑ ❑ ❑ 4.303.1 shall be installed in accordance with the Califbi-nia Phinibing Cocle, and shall meet the applicable referenced standards. C3utdoor e 4.304.1 Automatic irrigation systems controllers ❑ ❑ ❑ installed at the time of final inspection shall be weather; or soil moisture -based. Enhance Y: tY �nc� T�euced1Vlaintennee _ _. 4.406.1 Annular spaces around pipes, electric cables, F-1❑ El conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. . construction * rasrc 1cduction, Disposal . wind Rcc*N7cl n,, 4.408.1 Recycle and/or salvage for reuse a minimum of F/_.1 ❑ ❑ ❑ 50 percent of the nonhazardous construction and demolition waste in accordance «pith one of the following: 1. C0111ply,,irlth a more stringent local coilstruction and demolition waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.405.3; or 4.111e waste stream reduction alternative, per Section 4.408.4. :Ruildin Itiiaint�n�nce and O e�-ation 4.410.1 An operation and maintenance manual shall � ED El be provided to the building occupant or owner. ... ENVIRONMENT � UA�LIT . . hr�c laces . 4.503.1 Any installed gas fireplace shall be a direct -vent sealed -combustion type. An)T installed Nvoodstove or pellet stove shall comply with US EPA Phase 11 emission F-1 F-1 ❑ limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ..ollntant .Co11t� o 4.504.1 Duct openings and other related air distribution ❑ ❑ ❑ component openings shall be covered during''' 4.504.2.1 Adhesives, sealants and caulks shall be ❑ ❑ ❑ compliant with VOC and other- toxic compound 4.504.2.2 Paints, stains and other- coatings shall ❑ ❑ ❑ be compliant with VOC limits.'' 4.504.2.3 Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other :: ❑ F-1 FI toxic compounds. 4.504.2.4 Documentation shall be provided to verify ❑ ❑ ❑ ❑ that compliant VOC limit finish materials have been 4.504.3 Carpet and carpet systems shall be compliant ❑ ❑ ❑ with VOC limits. 4.504.4 80 percent of floor area receiving resilient flooring shall comply with specified VOC criteria. 4.504.5 Particleboard, medium density fiberboard (MDI') and hardwood plywood used in interior finish systems ❑ ❑ ❑ shall comply with low formaldehyde emission standards.' 1�ntcrior I�st�rc Control .. .... ` . ------------ 4.505.2 Vapor retarder- and capillary break is installed at ❑ ❑ ❑ slab -on -grade foundations. 4.505.3 Moisture content of building materials used in ❑ ❑ ❑ ❑ wall and floor framing is checked before enclosure. Indoor -i- if uaiitani E cl gust .. EmJi -vnrnentaI Comfor 14.507.1 Reserved. 4.507.2. is selected using the following methods: ❑ ❑ 0 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2004 or equivalent. 2. Size duct systems according to ANSI/RCCA 1 Manual D-2009 or equivalent. 3. Select heating and cooling equipment according to ANSFACCA 3 Manual 5-2004 or equivalent. Izstallex ancl S 3ecial Tns ectox. ualicafon . . = . u0111licahons : 702.1 MVAC system installers are trained and certified in ,, R ❑ ❑ ❑ the proper installation of I IVAC systems. 702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate Q EJ F-1 competence in the discipline they are ins pectin';. Vcrications 703.1 Verification of compliance with this code may include construction docuillents, plans, specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. ❑ El �T 5 '44'12"W BUTTE COUNTY APR 01 2016 DEVELOpNffiNT SERVICES P/� - 06<0 NI q 10, PERMIT #- 5/y/ MENTSE VICES ,UTTE COUNTY DEVELO REVIEWED FOR CODE COMPLIANCE DATE II 5- .5 2 12 S88'44'12"E 165.00 0 i r h y M p�...�.M.M....MIM.f.. •Y.•..M.MWIM.•M `MMr�IN�.r�1.�..M��1�rN ktaL"� L= I� L 6ti i lo i r fp-w,v4 0 r WAA.. ee:�;P' it V ifA T!k!�Z?x Ll(ti 1 11 2ir Vi . tA Art.t �t I.. � • 1. by tot, - I u92.� Y99�� . 6� Q!�� t� �� r � •.■% .ter60 t 7 , S O -V TF - M p�...�.M.M....MIM.f.. •Y.•..M.MWIM.•M `MMr�IN�.r�1.�..M��1�rN ktaL"� L= I� L 6ti i lo i r fp-w,v4 0 r WAA.. ee:�;P' it V ifA T!k!�Z?x Ll(ti 1 11 2ir Vi . tA Art.t �t I.. � • 1. by tot, - I u92.� Y99�� . 6� Q!�� t� �� r � •.■% .ter60 t 7 , S t w . � ... .._. , ... �.. • • .....•. ..: . , moi. q err ' t • MI�..iMw.I �a....••Vww1�.W./w.1�Iw�i�.Y1�V�WV.r�.A.a IMM�..� •Mew+�wM.�M�w.r�M/•.ra.►r.wrwrwl..��.M.w.+.+r•M�•.M.�YuW.o... .. �•M•..+. 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(530) 592-4447 www.summitchico.Gom BY �...�� (041 '.n1tV"-u Ctu rout I u"alculilrrilt"Pons lFov Client: Mike Neade Project: Ne(ade Entry .Covered Porch Lateral Design Address: 4440 Clark Road, Paradise, CA Scope: E.3ummit .Structural Design has provided a lateral design dor the E:ntry parch roof only. All other aspects of the project are by others and have. not been designed, reviewed, or approved by Summit Structural Design. IFES C ? *588 M m ^6i2ok EXPO kA F CJ�1.1 �s1/f Elrrttrr�ln �g1iMCM7lplEt� wllllfi�1t Irtl�IMlllfM�iAf IrIw01�11rY111 t�tlRrtlll� 1 RMMIMIM'�Itti711111t111�!! NOtE!" Summit Structural Design (SSD) is not responsible for on -rite inspec1ion to assure (;oMl fi< r ce with the standards, sizes, Materials, or wc rkanship sp ci A. herein. SSD is not res=ponsible for any structural element or sY specifically stem not s ecificall noted in this set of s�,�ecificationslca.ICLilations unless authorized in writing by SSD. Workmanship shcfll be -of the hi( hest rquality and in all cases shall follow accept(:.J11d constructJon practice, the latect edition of the California building Cade, and local -building dElpartment standards. f u4w�trrrr�rurrwiswrr�t�a�anrmsrar �Wmwft rrrwwrMWMW19 1v ntrr�r�rnrrrrtswraNrww r e yM1 �wNrw■eww+wr I v Summit Structural Desi PROJECT':Neade Entry Lateral STRUCTURAL NOTES 1. GENERAL A) ALMORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES, B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS. SHOULD ANY.CHANGEIS BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUTTHE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) TIDE DRAWINGS AND CALCULATIONS REPRESENTTHE FINISHED STRUCTURE, AND, UNLIESS SPECIFICALLY NOTED OTHERWISE, DG NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD O CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECTTHE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST SE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO TI -]E REVIEW OF THE ENGINEER, F) All WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) 15 THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING w 1,500 PSF PER CBC TABLE 1804.2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE -SOIL. ENGINEER HAS NOT MADE A GI=OTECHNICAL REVIEW OF.SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST 13E BROUGHT TO THE ATTENTION OF TI­iE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION 01: THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL_ FOOTINGS, AND GRADE BEAfviS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLIKE. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL. FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS =HALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE: PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF THE 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATIOPJ NOT' IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K) WHERE LOADINE3 TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THIS EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE Ot/VNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLYADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS AND UNDERLYING SOILS. 4. CONCRE" E J REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 21500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO.ASTM C-1.50 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL. CONFORM TO ASTM C-33 AND SHALL NOT :CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BYASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% 13Y WEIGHT. lk Summit Structural Design PROtJECTMeade Entry Lateral E) CONCRETE EXPOSED T4 FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF ACI 31.8. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN REt.OMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 1.5" U.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 1.5" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH 01= SLAB WITH SAME SUB -SLAB BUILDUP ATALL OTHER AREAS, G) SAW -CUT TOP %4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 16'-0" INHERE SLAB 1S REINFORCED, S.W! CUT AT IN'T'ERVALS NOT TO EXCEED 7'-0" WHERE SLAB 15 UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #S BARS AND SMALLER: 1 %" #6 BARS AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A61S U.N.O. LAP BOTTOM BARS 60 BAR DIAMETERS U.N.O. AND LAP TOP BARS, PLACED ABOVE 12" OF CONCRETE OR MORE, 80 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. Q ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE: AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1. MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: %" APA RATED 32/1.6 EXPOSURE 1, STRUCTURAL SHEATHING WITH FACE GRAIN PI-RPENDICULAR 1'0 FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 2. FLOOR sm:ATHING: %" APA, RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH lod AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS.. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 3. WALL SHEATHING: SEE PLANS 4. ANY SHEATHING WITH EXTERIOR EXPOSURE SHALL BE OF EXTERIOR TYPE, B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R-1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY THE CONTRACTOR TO PR :VENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1 AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITIrI.CBC 1.704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI 8c FV = 285 PSI MIN., AND SHALL 13E MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: IISL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUF=ACTURED, APPROVED AND IDENTIFIED AS PER NE:R-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3'Y X.229" THICK PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LID CATED 1.'-0" MAXIMUM FROM EACH END OF EACH PIECE. AT SHEAR WALL LOCATIONS, SILLS SHALL BE: 3X MATERIAL UNO PER PLANS AND DETAILS. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C:.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAF'T'ERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FREE OF HEART CENTEflS (AX6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NILS SHALL BE HOT DIPPED GALVANIZED. G.j BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS Z summit structural I PROJECT:Neade Entry Lateral I.} ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE. SUBSTITUTED AT CONTRACTOR'S OPTION, C.) SHRINKAGE: CARE: SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE (:ONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT LIP BEAMS: ALL BUILT UIl, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 1.6d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED, ADEQUATE= SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOTWATER HEATER, STOVE, RETRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL .GRAIN ONLY, U.N,O. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE-Ti.GHTENED BEFORE CLOSING IN OR ATCOMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. E.) FASTENERS IN PRESERVATIVE OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 7. STEEL 7.1. STRUCTURAL STEEL A.) STRUCTURAL STEEL: ROLLED STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM Aw36. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992. B.) STRUCTURAL TUBES: STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B. C.) .ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE, WELDING SHALL CONFORM TO AWS D1.1. D.) U11SPECIFIED WELDS: WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELD.). WELD SIZE SHALL BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF THE JOINT. E.) ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, GROUTED .MASONRY, OR SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. F.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EX{"ESSIVE RUST. 7.2 HARDY-RAPfIE A.) HARDY FRAMES SHALL BE INSTALLED PER ICC -ES LEGACY REPORT PFC-5342. B.) INSTALL 15# FELT MOISTURE BARRIER IN LOCATIONS WHERE HARDY FRAMES ARE IN CONTACT WITH PRESSURE TREATED LUMBER. C.) USE HARDY FRAME. TEMPLATES "HFT" FOR INSTALLATION OF ANCHOR/HD BOLTS. Summit Structural Desi il PRO. CT:Heade Ent'y Lateral D.) CONTACT HARDY FRAME FIELD REPRESENTATIVE WITH ANY INSTALLATION QUESTION'.;. 8-1 PREFABRICA.TE:D ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED 13Y THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 42303.4. B COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBI:I1S,AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO SUBMITTAL FOR PERMIT AND PRIOR TO TRUSS FABRICATION, C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF REDUCIBLE TOP CHORD DEAD LOAD 8 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E} TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLEC 10N = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, 11, 111, AND IV U.N.O. Bj ROOF LIVE LMAC): 20 PSF C) SEISMIC ZONE: I) D) WIND SPEEID: 110 MPH EXP 0 1ti1, bl" C- -.,� r (., tA 6 ilk i Summit Structurc-al Design Project'-* Nfeade Entry Porch .Lateral Engineer: RKB Design of t. Grarity Loads Roof Slope= 6 to 12 Roof Dead Load ply 2.0 psf Roofing 3.4 psf Framing 500 psf Gyp 2.2 psf I nsu I 1.0 psf Misc. 3.5 psf Total (sloped) 17.1 psf Total (horiz) 18.0 psf Roof.Live Load Roof Live Load 20.0 psf Wall Dean Load Siding 1.0.5 psf (exterior) 3%8 ply. 1..8 psf 2x Framing 2.2 psf Gyp. 2.2 psf Insul. 1.,3 psf Total 18.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Tota i 6.0 psf b Sumnnit Structural Desi n Project: fJeade Entry Porch Lateral Engineer: RK13 Design of : S(:-:,,isniic Mass and Seismic Load Development �w��w��rw.�w��� wrrrrrrrr r.rir �r�w�w Roof Roof Snow (20%) Area (ftp) Weight (Ibs) 2650 47786 0 0 Height (ft) Length (ft) Weight (lbs:) Walls(ext) 9 195 15795 Walls(int) 9 125 3375 Total 6 956 Roof Are -C) (ft 2} f=loor Area (ft 2 Ultimate Working Stress 26501 0 5583 13988 Wall Line Entry Parch Roof Trib Area (ft2) Zoo Line Shear (Ibs) Working Stress 301 rho 1.00 Shear Obs) Tote I 30� • IIGUGV IV uesign wraps Summary Keport i s Summary R User-Specified 1111put Building Code f1eferenc:e Document 20.12 International Building Cede (WhiCh UtiliZCS USGS hazard.data r"_*3vaila))le it 20083 ,�Pite Coordinates 39,70N, 121,01 Ow Site oil Classiflcotion Site Class D - "Stiff Sail" Risk Category I/II/1II .. .:: , .... L. [.);w 4-•.: 1 •.: -'!)': -Y.>:,.•Mi'>'M' •r: >Y.: ... '! .:Y •.�P 2!f4b>!Ye 4, ' /.k. ..7.'. .>'(!,. ,;atv..;:' / „\.q..^,+ T. ..r, N::,,; r.e<w•n. y\{r.- 4:, .. .... r. ... .. ....,fit .. ,_ ._., ....--_ .: .. ...: .:.-.:: r . r •'i � b: 4• < \ 7 < { • 7' .E. f < f. Y '{) a ':- v-.. . .. ..: .. .. .:...: ,.1 ..-. • a -n: v,..7., >, w i .. ,:-..,,-. .. 1... <. ..4n4,. (. /wi S,q• .?i t < .�;. n�\ •0 1 `r)er t i J ) / ) j uwY s. •3 > r: is 1' , {'t R 2 jj S r { s3 `t•. .4 i? f- ,)• 1. f .ti i' I rt t ).. T • ( '-r k F a, it L .4 7 N } , S 1. .r k ; f f, , a- J i < 2 t t < Y r F > • :T ii ) �k 1. ..3 t., ...,. v a. J it < k v ` a t a R' is ..:. > S? f .} ) } ,J > 1 { 7.1n ■ } i r a f 'v • J. ) s ) b,. Cr J- i) : ,. ., ..*. Y. ,. .,.. ....,..vw,. ,. ., 4,.r>, ... (\ c. ,, .. ,v .nv +,,:. .i_i;, .N. ).<Yr •. "•>.>. ':# r t t S / 2 7, ) 4 fw )r , wq: 1; v `r. r\ •.T-. .iwe:-. ) i ): f f .4 r \ r :i r., G` ( :.t nYq rt k 1 ). t ) )t f. t L T , .,:: ,- ..'.. -. ,,..''rte >} 4. .r• t:i' r\• t e'-. Freaci > t r r rz <c 't e 4 r.. t •1 C• t !> )< t1 ) )••>r Y j y c t 1+ < 4 l >; i •:. t) ): 2• Y < 1 ) r t` 2 �Y�• S ) i Y f 'S • 1. f . E 2 i Y. t t: f• r( ] .O. t ) ) 1. ,t, vtr T:. t.. (1 t; Sf > ` )e Y ,:r• ) k `1 3, < r r s, `F• :,• s r? A \ ) f ) J .. .. .. ... .. ., to .. .. ,,. .. ,. ., .,. .+ -, .... r ..t .. ., ;.. i1i ) 1 V p C. 4. e v7 ( •a ti , t: Y. { :( T . i. f' B .L, i i - S." t 7r t ) 1 a' t )r qtr S tr ,_ :k \ •r' r.a.. r f .1 2 . t • '<' .i f` r> 'y t' :) a • % •:i- ii- t i~U rI�t r{> •S, T 2 'i t' •:ii > 2, t. .>• r J 7 • t. l.. :2. vI•• ,Y' A i ,x f, Y T t t } j) 4 v7 > Y < 1 �•' Y f .s: R ' , t v \ e t ,.. ....,,. .. ,\\.. .. ..: r .. .. ... ..♦ ... ,_.. ..-.... r. ..< :.: .: .i. i;:. , n r.. ', r? [> Vie. .A: vi 2. •. . ,a `t t a t .i > `k 2 ,Y .4. T . •:. . i . :.i to a 3 J s i r; f t •r<v .e •t' �a'•(. •.Q >A• } .i . 40 :t• k. is r , 1 1 e t < r .\ .\ .S..v +a . >t )..v ..: -. .. .r:. n:r. ..,> .<.): v .}. .'. ., , ♦. t.., ..,. .. .1 ....I •t.. :: F2 )vT\v..r,•. .. .. , .., , , r Provided Output S5 0.026.0 Sys =_ 0.813,g SDS = 0.542 g S 0.264 g sm = 0.495 g S�1 0.330 g For information on how the_::S and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return -to the application and select the "2009 OEHRP" building code reference document. CER, response .Spectrum 0.99 0.: 0 0. 7 2 M 0.45 (i. 0.1 0.0 J O.00 0.2) 0.4 .0 Q. GQ 0.20 1.00 1.20 1.40 1, G0 1.20 2.00 Period, T(sec) Design R.i�s��onse Spe�tru�-n 1). Ga . r. 0.4{� 0.42--. .0 0.3G ro 0.31 . ., 0.12 0.0 0.00 0.20 0.40 O. G0 0.20 1.00 0 1.20 1.40 1. AGO 1.90 2.00 Period, Tt {K.ec} a:,rr.(wr.w.,,ww.wawvr^rwrwr�w,H,ywry.:py •t,\, ywa.,,.,,vn,<.w .va.,a•,/w,Yea.'MMM•lw�rrN,. •rMMw.wN..<...<uw.�wwr.•+}..1"Hr•w.+.a.H.Hw.r..wrrn)r..r.:wnw.,r:...,.:,,.O,w.,;,n.,vw,w>w,w.ri+n.H.rwrwmy....rrw•...n<.rw.w.w.r•.rr.I.<r.r•r.•rwr,.w.wi<4 w.r.rr•..r..•www,r^•.n>NJ.+rHr:r.wr.Yr.+.....r-.r.r.l<rrM1rrr.,.ar,r,,.,,,.,a.w,•.,,,.aw.r Although this informl"itlon is a pro, duct of -the U.S. Geological Survey, we pi-ovide no warranty, expressed orirnplied, .is to the accUr.acy of the data contained therein, This Loral is not a substitute for technical subject -matter knowledge. http:l/ehpl-earthquak(3.cr.u:►gs •ga• i/de.signm apsluslsum m ary. php?tem pl ate=minimal &latitude= 39.7&f ongi tudc�=-121.61 &.si tecl ass=3&ri skc:ate.gorv= a&edition= i ti... 1/1 it Summit Structurcal Desill�n Rroje.ct: Neacle Entry Porch Lateral Engineer: Rl<B Design ofy_Seisrnic Load Development (ASCE 7-10) Ss S1 Site Class .;MS SM 1 SDS SDS. System R Cs Ct Ta U,,e T V= Vim. 0.626 Mapped 0.2 sec spectral response 0.264 Mapped 1 sec spectral response D in accordance with C 0.81 Max Considered EQ 0.50 Max Considered EQ 0.542 Design Spectral Response (0.2 Sec) 0.330 Design Spectral Response (1.0 Sec) Light Framed Shear Walls 6.5 Omega 0.08 12.8-2 0.02 x 0.10 Cu 0.10 Ali: Ss 0.083 *W 5.6 k 3 Cd Max Cs 0.49 0.75 1.4 Max T 0.626 Height to Roof. (hn) Vert Dist Exp. (k) Seismic Design Category D Occupancy 2 l � 16 4 Ht Limit 65 Min Cs 0.02 (.01 outside of SJ) 0.15 No limit for drift 9 ft 1 • __.__. .s,.w.w.n..wwsRxrrwA Level Story H1:. (ft) hi ft } { ) wi {kips) (wi -hi) {kip -ft) Cvx Ile ki 8001~ �.._...__.....� � _ q { psj S VEQ {kips) C7iaph. (kips) 9 67 603 1..00 S.6 6 �`' 67.0 603 0 it Summit Structurcal Desill�n Rroje.ct: Neacle Entry Porch Lateral Engineer: Rl<B Design ofy_Seisrnic Load Development (ASCE 7-10) Ss S1 Site Class .;MS SM 1 SDS SDS. System R Cs Ct Ta U,,e T V= Vim. 0.626 Mapped 0.2 sec spectral response 0.264 Mapped 1 sec spectral response D in accordance with C 0.81 Max Considered EQ 0.50 Max Considered EQ 0.542 Design Spectral Response (0.2 Sec) 0.330 Design Spectral Response (1.0 Sec) Light Framed Shear Walls 6.5 Omega 0.08 12.8-2 0.02 x 0.10 Cu 0.10 Ali: Ss 0.083 *W 5.6 k 3 Cd Max Cs 0.49 0.75 1.4 Max T 0.626 Height to Roof. (hn) Vert Dist Exp. (k) Seismic Design Category D Occupancy 2 l � 16 4 Ht Limit 65 Min Cs 0.02 (.01 outside of SJ) 0.15 No limit for drift 9 ft 1 • __.__. .s,.w.w.n..wwsRxrrwA Level Story H1:. (ft) hi ft } { ) wi {kips) (wi -hi) {kip -ft) Cvx Ile ki 8001~ �.._...__.....� � _ q { psj S VEQ {kips) C7iaph. (kips) 9 67 603 1..00 S.6 6 �`' 67.0 603 • r v Summit Structural Desiprn Project., Neade Entry Porch Lateral Engineer: RK13 Desin of MWFRS-Envelope 'Procedure (ASCE 7-10, Section 28,6) 9- _.-.._ CASE B' ., L= 68 T= 30 V= 110 LCF= 0.60 t;A$E B J5 E- �, :):=�" r. A S F- ,-. ("I E A Long, Bldg. Dim. (ft) Transv. Bldg. Dim. (ft) Basic Wind Speed (110 or 115 mph) Load Combination Factor 1.21 Adjustment Factor Kxt= 1.00 Topographic Factor h- 15 Mean Roof Height (ft) p= 25 Closest Roof Angle (50,100,15°,200,25°,or 30°) M1NFRS wind Loads (psf), ps=LCF*?�*Kzt*ps30 Location ps, O=0 ps, 0--25 Min. N et Ovhg. A--110 13,9 17.5 9.6 3..00 B-1102.8 C-1.10 �.�_�.. 9.2 12.6 4.8 9.6 1.35 Dw11.0 E-110 - ...� -1.6.8 2.9 -7.8-14.4 4.8 1.66 35 F-11.0 -9.5 -1.0.6 4C7 1.09 _ G-1.1.0 _ � 1 1.6 -5.6 45 -12.3 1.53 H-1.10 _.� 7.3 -8.5 1..56 .1..81. Conditions: 1. Simple Diaphragm 2. Low-rise 3. Enclosed 4. Regular Shaped 5. Not Flexible 6. Not Subject to: a) across wine loading b) vortex shedding c) instability (gall upjflutter) d) channeling effect e) buffeting (upwind obstructions) 7. Approx. Syrnetrical Cross Section With Flat, cable, or Hip Roof < 45° 8. Exempt From Torsional Load Cases Indicated in Note.5 of Fig. 28.4-1, or the Torsional load Cases do not Control the Design.- (1) esign:(1) story and h<30 ft. or (2) story max and light framed or (2) story max and flex. diaphragm 2a `= E3.O P •r . 2a,-= 6.0 ft. Adjustment Factor for Bldg Height and Exposure, X Mean Roof Ht. (ft) Exposure B C D 15 3..00 1..21 1.47 20 3..00 1.29 1.55 25 1..00 1.35 '1.61 30 1^.00 1.40 1.66 35 1..05 1.45 4C7 1.09 _ 1.49 1.74 45 1..12 1.53 x..78 50 1..16 1..56 .1..81. 55 1.19 1.59 1.84 60 1 1..22 1 1.62 1..81 AL Y PROJECT: ENGINEER: r, jt• �af'i `j yy T ey). r'.PAGE: ,...,........,�._•++�• STRUCTUIRAL D . 4 www.summifchico.com �` '.r1. �A •'.. ,{.M`Y°ii Vii. 1 ) � i � - � � +ewvAw>s,+»»rM•rr+w1 .. al..•�•++w•nr.M+t'»Kl«ea.o.er��:.as..s.w..r.•.+^M•!»Y.+,.,...r•'r.>t.nr.-ww•-.-�r--�-.�,..._-... .--.... __..,_� ....... _ .... ................,a,1l,,,R•lNv�lA.:raw�t:>c►:,s�ritae•s»�.a►r�.»ew�+ei�d.� ........ .. .....� ..�.. < z i' : ?c �� • ` i .�,) t <ao.�' � ta:errrarirJ>1sf ;..•-0 3 � ♦.►� ,{�)S �! � i; '`�� ww.v..r�Y.�rw+e+tJ:o.nirur<+x.>w:oxc��acv..,.w�..v.•.•a.:i<oMxoa•r)• i ) P�,'•� �:l �. , •.... . , ...: r. S �: 1tt.Mlc.: Mi♦'yM.OM-.laC:K"a.Y!�!'�''I/.>fOV.i".{!?'14�,Q�a' It k�rlwNl '. r . • .. 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(530) 592-4407 www.summitchico.com March 10, 2016 RE: Existing One -Story Single Family Residence, 4440 Clark Road, Paradise, CA To Whom It May Concern: Cq Y On March 1, 2016,1 observed the interior and exterior of the existing one-story single family residence at the address above (see attached Photo 1). The structure appeared to be in good condition at the time of my visit. Based on information provided by the owner, the wood -framed structure with composition roofing was built around 2011. The pre -manufactured truss roof bears on perimeter walls and beams. The walls and posts are predominantly supported on newer concrete foundations with short sections supported on older mortared rock foundations from a previous structure. Based on construction photos provided by the owner the foundations appear to be embedded at least 12" below grade. Based on the age of the structure, the information provided by the owner, the readily observable structural elements, and the condition of the buildings, it is my professional opinion that the existing residence is structurally sound. This letter represents my professional opinion and is not a guarantee or warrantee of the existing structure, or a statement of compliance with any particular building code. Liability for the structure, and any potential damage as a result of structural failure of all or part of the structure, shall remain the responsibility of the building owner and contractor. Please don't hesitate to contact me with any questions. Sincerely, Ryland Burdette, P.E. -\ Y 1, 1, Y'9 iW 000,;;�.�% OF C�- F. U IrTE, 41 IPPR (} S 2016 DEVELOPMrEINT SERVICES r` QU\ WARNING: DO NOT CUT OR ALTER TRUSSES TRUSSES REQUIRE EXTREMM CARE IN HANDLING, ERECTION -AND BRACING .5= Eastside Road Redding, CA 90001 Phone: (530) 339,7138 Fait (530) 244.3329 J � < I&T eIc Industries Inc. Greenback Lane Suite 109 .itrns Heights, CA 95010 1.-800.-.'51 SEE BCSI�Bl SUMMARY SHEET COI I� MNTARY AND RECO+ NIENDATIONS FOR HANDLING, INSTALLING ANIS BRACING FETAL PLATE CONNECTED TRUSSES Client: ,t4 /,<, E mc Gz &(t e Location: Pq,eA�iJLe, I.D. # ,rEo73V Date: Job Info: 1 i LC.0 EVALUATION SERVICE INC. ESR,131195..-43.01 NER. gAW5. J 17, T AJTTE COUNTY APR. 0 12016 DEVELOPMENT SERVICES S/(.) I , -) �j ej Timber Products Inspection 105 S.E. Avenue Vancouver, WA 98684 (360) 449.n=58 Main (360) 449.~x953 Fax c�� AE A J Job Truss Truss Type Qty Ply 30 X 68 29-11-8 , 7 9 2 -late Offsets (X.Y): 12:0-8-0.0-0-61,16:0-8-0.0-0-61. 833321984 JE0334 A HOWE 33 1 LOADING (psf) ob Reference (optional) gvlwJJ L...IIIVCi/, ,wuvnIV, %.-a r.z5u s May 11 2011 MiTek Industries, Inc. Tue Jul 05 07:11:24 2011 Page 1 ID:U_J GujxQCf2gQWftlZlgyz3OHl-nOCdZ?yR9JgUCYFbSDWr2E5feInWPZeirmQJuGz?9hn 14-11-12 22-2-Q 29-11-8 31-11-8 , 2-0-0 7-9-2 7-2-10 7-2-10 7-9-2 2-0-0 n O 1 Sale = 1:58.6 5x6 - �..,�- .• Axa - 15x4 „ LUMBER TOP CHORD 2 x 4 DF No.18Btr G BOT CHORD 2 x 4 DF No.18Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD BOT CHORD WEBS REACTIONS (Ib/size) 2=1553/0-3-8 (min. 0-1-11), 6=1553/0-3-8 (min. 0-1-11) ' Max Uplift2=-288(LC 5), 6=-288(LC 5) FORC -S (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP t;HORD 2-3=-2472/337, 3-11=-1689/275, 4-11=-1567/299, 4-12=-1567/299, 5-12=-1689/275, 5-6=-2472/337 BOT CHORD 2-10=-179/2090, 9-10=-179/2090, 8-9=-179/2090, 6-8=-179/2090 WEBS 3-10=0/320, 4-9=-98/881, 5-8=0/320, 3-9=-9071164, 5-9=-907/164 Structural wood sheathing directly applied or 3-5-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9,5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Extedor(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been appliedLLor the green lumber members. 8) This truss is designed in accordance with t �'29 nternational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard A01:Z (tic- LVARMNG - Ver-aifg dc�ryrt pczr-anusf eras ctrttf RErTD NOTES ON TRIS AND INCLUDED hIIT -I REFERENCE F14GE .;ffI.7473 rev. I O. "08 ,f1EFORR USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual buldng component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 281 N. lee Sireet. Suite 312. Alexandria, VA 22314. TA QIn �Q M iTeW rowcR r0 PERFORM.' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 22011 7-9-2 7-9- 14-11-12 7.2-10 22-2-6 7-2-10 29-11-8 , 7 9 2 -late Offsets (X.Y): 12:0-8-0.0-0-61,16:0-8-0.0-0-61. j9:0-4-0 0-3-0j LOADING (psf) TCLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.65 Vert(LL) -0.11 9 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.31 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.11 6 n/a n/a BQDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) 0.05 9 >999 240 Weight: 134 Ib FT = 0% LUMBER TOP CHORD 2 x 4 DF No.18Btr G BOT CHORD 2 x 4 DF No.18Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD BOT CHORD WEBS REACTIONS (Ib/size) 2=1553/0-3-8 (min. 0-1-11), 6=1553/0-3-8 (min. 0-1-11) ' Max Uplift2=-288(LC 5), 6=-288(LC 5) FORC -S (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP t;HORD 2-3=-2472/337, 3-11=-1689/275, 4-11=-1567/299, 4-12=-1567/299, 5-12=-1689/275, 5-6=-2472/337 BOT CHORD 2-10=-179/2090, 9-10=-179/2090, 8-9=-179/2090, 6-8=-179/2090 WEBS 3-10=0/320, 4-9=-98/881, 5-8=0/320, 3-9=-9071164, 5-9=-907/164 Structural wood sheathing directly applied or 3-5-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9,5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Extedor(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been appliedLLor the green lumber members. 8) This truss is designed in accordance with t �'29 nternational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard A01:Z (tic- LVARMNG - Ver-aifg dc�ryrt pczr-anusf eras ctrttf RErTD NOTES ON TRIS AND INCLUDED hIIT -I REFERENCE F14GE .;ffI.7473 rev. I O. "08 ,f1EFORR USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual buldng component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 281 N. lee Sireet. Suite 312. Alexandria, VA 22314. TA QIn �Q M iTeW rowcR r0 PERFORM.' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 22011 Job Truss Truss Type Qty Ply 30 X 68 -0.09 23 n/r 120 Vert(TL) 833321985 JE0334 AE GABLE 2 1 1job n/a n/a Reference io al Moss Lumber, Redding, Ca 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 05 07:11:26 2011 Page 1 ID:U_J_GujxQCf2gQWft1 Zlgyz30Hl-kOKOzg_hgwwCRsP_ZeYJ8fA3J6WltYiaJ4wPz9z?9hl 1 2.0-0 , 14-11-12, 29-11-8 _ _ 1 31-11-8 0 14-11-12 14-11-12 2.0-0 d 1 Scale = 1:63.2 44 U4 i 4x4 11 12 13 ei1 1 ��- LOADING (psf) TCLL 30.0 (Roof Snow=30.0) TCDD 7.0 13CLL 0.0 -.V Jul JD J/ JV JJ J". JJ JL JI J'J L7 LV L, LV Lr L� 04 = SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TP12007 LUMi�cR TOP CHORD 2 x 4 DF No.1 &Btr G BOT CHORD 2 x 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G OTHERS 2 x 4 DF No.1 &Btr G CSI TC 0.39 BC 0.23 WB 0.10 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.09 23 n/r 120 Vert(TL) -0.10 23 n/r 90 Horz(TL) 0.00 22 n/a n/a PLATES GRIP MT20 220/195 Weight: 198 Ib FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 29-11-8. (lb) - Max Uplift All uplift 100 Ib or less at joint(s) 35, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24 except 2=-124(LC 5), 22=-124(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24 except 2=420(LC 6), 22=420(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All, plates are 1.5x4 MT20 unless otherwise indicated. 7) Ge.ble requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a,10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' -j his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 1-0-0 wide "'I fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) A' plate rating reduction of 20% has been applied for the green lumber members. 12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard J& WARMNO -Verify dc-_t-ryn pcxt-arrur(cnz cured READ NOTES ON MIS AND INCLUDRD 1tf1TEl.. REFERENCE PAGE XlTI.7473 rev, 10 -'OS BE-FORB US& Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Saf�-*ty Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314 1 am _ x F17 MiTek" POWER ro PERFORM." 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 STANDARD GABLE CND DETAIL CON IN 4x4 I MIUSAC -zoo L BRACING DEFER TO TABLE BELOW 1 X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-1 0 d TOE -NAILS yr -,RIES To coM 12 ra�-_ Truss T. BR -Qc� —SPAN TO MATCMCOMMON TRUSS I LOAdlNG(ps� TCLL 30.0 TCDL 10.0 6CLL 0.0 BCDL 10.0 LUMBER TOP CHORb SOT CHORD OTHERS SPACING 2-0-0 Plates Increase 1.15 I Lumber Increase 1.15 Rep Stress lncr YES Cone ASCE 7-02 2 X 4 DFL No. I &BTR 2 X 4 DFL No, 1 &BTR 2 X 4 DFL No. 1 &BTR _,DX5 811712000 I PAGE I MiTek lnduatrieg, Inc. Wostorn Divisioh i 31/211 1/211 NOTCH AT 24" O.C. (MIN,) TOP CHORD NOTCH -DETAIL VERTICAL STUD 7/ 1 Y�_ -' TYPICAL 2x4 L -BRACE NAILED N" \ `—i TO 2x4 VERTICALS W/8d NAILS \; SPACED AT e" O.C. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS 16 INCH O.C. WITHOUT BRACE 7-6-0 • .h -1.. - WITH L - BRACE 12-0-0 FRCP. �Y CNiL �P �� OF Gkt1F�a \ NOTES AUG 17 2009 1) VERT. STUDS HAVE BEEN CHECKED FOR 66 MPH WIND EXP. E, HEIGHT 30 FT 2 CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO DE PROVIDED BY PROJECT ENGINEER OR ARCHITECT, :3 FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 1 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 1 5) DETAIL A (SHOWN ASOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS VVITH A MAX., VERT, STUD HEIGHT OF 12T -01T . TOP CHORD NOTCHING NOTES I)THE GABLE MUST BE. FULLY SHEATHED WIRIGID MATERIAL ON ONE FACE BEFORE NOTCHING, 2) NO LUMBER DEl`ECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS _PERMITTED WITHIN 2X THE OVERHANG LENGTH. rig . Y r CVA c.11�7.NR •tic-rv°y d m fen paere mt me.o go rf �xjqy N'4?1� O nN 71.m3 .SN.n INe'1,Gnrn a7 v P,>w,l'h I�.�J�1t.t 19 r-1; Irt1`r- , r 4 ?�T 1.11.r i O.R E: DesiVm valld roe Use only\Vi1h M ck connectors. Yhl: dQ;ign !s based only upon par=eicrs shown, and I, for on IncilvNival buildln.0 eompontn(. App11CG1.)l1lfy of deelpn faclrcmenlar; and proper incorp�rotlQn Qf eomponom is reepom bilily of building dosignor - � of 1rVb Gta6lgner, 6roeino sllown Is for loterul supporl of indMdUel wtb mcmbom only. Zdc i1 lonpl Temporar/ bracino to insure stabilily durlr,e �or.:lrvClion is 11 0 r-espon3lbtllily of th6 eroclor. Addlllonpl pvmwnenl bracino of (he D"Crvll s1ruclurc I.- Iho ro:pQnj1t 11lry of lha buildinn de-igner. For 2enoral guldoncc ragwoing fabricatlon, gvalliy conhol, 91orage, delivery, ereiclion and brocing, cpr,;Ull ANSIITPIT OUCllly Crlforlo, DSB•69 and ECS11 BulldlnQ Compon#tit SoWy lnformallon avoilablo f rorii Ytu:: Plate ImIlfule. 583 D'Onofrio DriYe, Modi:on, %Y1$�719. vvrw ..- 7777 Gmenbcmk Lane V7 Sv(ro 109 r C(lrus Nelght,, CA. 5561 r MANDATORY MEASURES SUMMARY: Residential 'L913 (Page 1 of 3) i MF -1 R • must comply with all applicable mandatory measures listed, regardless of NOTE: Low-rise residential buildings subject to the Standards u p y pp approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - the compliancepp - LT Form shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated 1RA ) p -in o the permit documents, and the applicable features shall be considered by all parties as minimum component performance t whether the are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R specifications y . Form with plans. Building Envelo a Measures: 116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain §116(a} p ( P Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). §117: Exterior doors and windows are weather -stripped -9 all joints and penetrations are caulked and sealed. Insulation s ec fled i ' or installed meets Standards for Insulatin Material. Indicate t e and include on CF -6R Form. 11§_a): §1 18(i).• The h thermal emittance and solar reflectance values of -the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a :(Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 4150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§150( c :Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. Air retardingis tested, labeled, and installed accordingto ASTM E1677-95 2000 when specified on the CF -1 R Form. �15�(f). A wrap 150 : Mandator Vapor barrier installed in Climate Zones 14 or 16. 150(l): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no reater than 2.0 erm/inch and shall be protected from h sical damage and UV light deterioration. Fire laces, Decorative Gas Appliances and Gas Log Measures: 15 0 e 1 A: Mason or facto -built fire laces have a closable metal or glass door covering the entire opening of the firebox. • r or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is §150(e)1 B. Masonry y p e ui ed with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2. Co • t 9 P 9 Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. S ace Conditioning, Water Heating and Plumbing S stem Measures: §1 § equipment, 10- 113: HVAC e ui ment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. 5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release §113(c) 9 P valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. 115: Continuous) burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances § Y •9 with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt}, and pool and (appliancesPP Y spa heaters. �150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or RCCA. 150(i): Heatin s stems are equipped with thermostats that meet the setback requirements of Section 112(c). ;§1500}1 A• Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped . with insulation having an installed thermal resistance of R-12 orreater. 1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water §150U} 9 tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. 150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of rorr;rrm dnfinq cAr%tinnq of hnt water eines are insulated per Standards Table 150-B. • Yr.. mow.-.. � _ _ _ -- _ _ _ _ ___ and indirect i wi §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source water tank shall be insulated to Table 150-B and Equation 150-A. §150}2• Pipe ensu Y insulation for steam h dronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table . 123-A. 154 506)3A-. Insulation is pTotected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1 } 3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §1500)4:_Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. AF L MANDATORY MEASURES SUMMARY: Residential 2G1 Paae 2 of 3 MF -7 R All air -distributions stem ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections §150(m)1 Y 2 03 604 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 60 6 601' ' ' shall be sealed with mastic, tape or other duct -closure system that meets the 4.2 or enclosed entirely in conditioned space. Openings applicable requirements of UL 181 UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1 /4'inch, the combination of mastic and either mesh or tape shall be used • i cavities support. platforms for air -handlers, and plenums defined or constructed with materials other than sealed §150(m)1. Building � pP P conditioned air. Building cavities and support platforms may sheet metal, duct board or flexible duct shall not be used; for conveying 9 contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts §150(m) 2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 15g(m)7: Exhaust fans stems have back draft or automatic dampers. • ventilating systems serving conditioned space have either automatic or readily accessible, manually operated §1 50 (m)8. Gravity e g y g dampers. be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(m)9: Insulation shall p 9 Cellular foam insulationshall be p iprotected as above or painted with a coating that s water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. nits shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air §150(0).• All dwelling u q . Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation Quality in Low -Rise 9 required in Section 4 of that Standard. Pool and S a Heatin S stems and E ui ment Measures: §114(a)• Any p 9 Y pool orsp a heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency . Regulations, a • n on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. • An pool or a heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction §114(b)1. y p p g• and return lines, or built-up_connections for future solar heating. 1141b)2: Outdoor p9ols orsas that have a heat um or as heater shall have a cover. §11 4()3: b Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. �150(q)Residential pool _s stems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 . 0 Residential Lighting Measures: • luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies §150(k)1. High efficacy g contained in Table 150-C and is not a low efficacy_luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined ass ecified by §130 d . §150(k)4: P Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less.t an 20 kHz. . • Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain §150(k)5. Pe � 9 9 lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line- voltage ine- .only high efficacy p 9 1 a e lam holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a vo t g p , medium screw -base socket. Li htin integral to exhaust fans, in rooms other than kitchens, shall meet theapplicable requirements of§150 k . 150(k)6 g 9 9 1 50 k 7: All switching devices and controls shall meet the re uirements of §150(k)7. k 8: A minimum of. 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. §150() • watts for dwelling units less than or equal to 2,500 ft2or 100 watts for dwelling units larger than 2,500f t2may be EXCEPTION. Up to 50 a 9 exempt from t g Y he 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant r management system EMCS), or a multi -scene programmable control system; and all permanently installed sensor, dimmer, energy g Y { luminaries in garages,laundry rooms, closets greater than,70 square feet, and utility rooms are high efficacy and controlled by a y manual -on occupant sensor. 9: Permanent) installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of §150(k} y 9 g illuminated cabinet. r� MANDATORY MEASURES SUMMARY: Residential lot, age 3 of 3)_ IMI F- 1 R §150(k)10. Permanently • installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the. applicable requirements of §119. a Y EXCEPTION 2: Permanent! installed low efficacy luminaires in closets less than 70 square feet are not required to be controlledb y manual -on occupancy sensor. - 11:Permanent! installed luminaires located in,, or areas other than in kitchens, bathrooms, garages, laundry rooms, §150(k)Y and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall- e closets, ty 9 Y allowed provided they are controlled b either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other national! recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air e leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. k 13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more §150(} p g dwelling units, entrances,balconies and orches, which are permanently mounted to a residential building or to other buildings on the � p same lot shall be 'efficacy. high efficac . EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that � r controlled b a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor; E they are y and one of the a p he following controls: hotocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not havingan override or bypass switch that disables the astronomical time clock; OR an energy management control system () not FMCS having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor 9 I with Exce tionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion luminaires used to comply P sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed r around swimming pool, water features, or other location- subject to Article 680 of the California Electric Code need not i luminaires in o g p _ be hi h efficacyluminaires. • l illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no §150(k}14. Internally i 9 more than five watts of power as determined according to §130(d). 1 • Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable §150(k} 5. g g p 9 130,132,1345 and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applica requirements in Sections e ons re uirements of Sections 130 131,134, and 146. 1 : Permanent! installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more §150(k) 6 y 9 dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. ;. cr• . 0 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD • S Mar 13 2016 Project Mame: ND1767WB Calculation Description: NEADE Calculation Dates I ime. I .55, un, Input File Name: ND1767WB.ribd _37'U 1 SCE COUNTY APR o 1 201 DEVELOPMENT CF1 R -PRF -01 Page 1 of 8 Registration Number: 216-N0097596A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance a �i tis CaICERTS inc. P d Registration Date/Time: 2016-03-13 19:02:57 HERS rove er. - CF1R-03112016-433 Report Generated at: 2016-03-13 17:57:47 Report Vernon � � RESIDENTIAL IDEt�TIAL PERFORMANCE COMPLIANCE METHOD 6 CERTIFICATE OF COMPLIANCE Calculation Date/Time: 17:55, Sun, Mar 13, 20 Project Name: ND1767WB Input File Name: ND1767WB.ribd Calculation Description: NEADE REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • PV System: 2.5 kW • Floor has high level of insulation • Window overhangs and/or fins RE SUMMARY modeled energy performance for this computer analysis. HERS FEATURE -verified b a certified HERS Rater as a condition for meeting the The following is a summary of the features that must be field Y provided in the building components tables below. Building -level Verifications: �oollng IAQ mechanical ventilation System Verifications: • Minimum Airflow • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • on None -- CF1 R -PRF -01 Page 2 of 8 Additional detail is ENERGY DESIGN RATING roach for the S tandard Design Building (Energy Budget) and the annual e comp onents included in the performance compliance app electronics) and accounting for the annual TDV energy offset by an This is the sum of the annual TDV energy consumption for energy us p g such as domestic appliances and consumer elect ) for lighting and components not regulated by Title 24, Part improvement TDV energy consumptionPercent Imp on-site renewable energy system. Energy Design Rating Margin Reference Energy Use 5.54 2.6% Total Energy (kTDVlf2-yr)* 211.43 * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 Project Name ND1767WB Conditioned Floor Area (ft2) 1767 03 Number of Dwelling Units 1 1• Number of Bedrooms 2 20 As 05 Number of Zones i Number of Ventilation Cooling Systems 1 07 Number of (Nater Heating Systems 1 Registration Number: 216-N0097596A-000000000-0000 C A BuildingEnergy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-03-1319:02:57 Report Version - CF1R-03112016-433 HERS Provider: Ca10ERTS inc. Report Generated at: 2016-03-1317:57:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: ND1767WB Calculation Date/Time: 17:55, Sun, Mar 13, 2016 Calculation Description: NEADE Input File fume: ND1767WB.ribd CFI R -PRF -01 Page 3 of 8 Registration Number: 216-N0097596A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-03-13 19:02:57 Report Version - CF1R-03112016-433 WINDOWS 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) fvlultipli er Area (ft2) U -factor SHGC Exterior Shading F1 Window FRONT (Front -281) 8.0 6.0 1 48.0 0.32 0.31 Insect Screen (default) F2 Window FRONT (Front -281) 6.0 5.0 1 30.0 0.32 0.31 Insect Screen (default) MOOR Window FRONT (Front -281) 3.0 6.7 1 20.0 0.45 0.42 Insect Screen (default) F3 Window FRONT (Front -281) 2.0 3.0 3 18.0 0.32 0.31 Insect Screen (default) LEFT (Left -11) 3.0 6.7 1 20.0 0.45 0.42 Insect Screen (default) L.DOOR Window L1 Window LEFT (Left -11) 3.0 3.0 1 9.0 0.32 0.31 Insect Screen (default) L2 Window LEFT (Left -11) 8.0 6.0 1 48.0 0.32 0.31 Insect Screen (default) BACK (Back -101) 6.0 6.0 2 72.0 0.32 0.31 Insect Screen (default) B1 Window B2 Window BACK (Back -101) 6.0 6.7 1 40.0 0.32 0.31 Insect Screen (default) B3 Window BACK (Back -101) 3.0 3.0 1 9.0 0.32 0.31 Insect Screen (default) B4 Window BACK (Back -101) 6.0 6.0 2 72.0 0.32 0.31 Insect Screen (default) B5 Window BACK (Back -101) 6.0 6.7 1 40.0 0.32 0.31 Insect Screen (default) RIGHT (Right -191) 8.0 6.0 2 96.0 0.32 0.31 Insect Screen (default) R1 Window Registration Number: 216-N0097596A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-03-13 19:02:57 Report Version - CF1R-03112016-433 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: ND1767WB Calculation Date/Time: 17:55, Sun, Mar 13, 2016 Page 4 of 8 Calculation Description: NEADE Input File Name: ND1767WB.ribd OVERHANGS AND FINS 03 Construction Type 04 Framing 05 Total Cavity R -value 06 Winter Design U -value 07 Assembly Layers • Inside Finish: Gypsum Board 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. Overhang 0.095 Siding/sheathing/decking Left Fin Right Fin • Floor Surface: Carpeted Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up F1 2.5 0.6 52 5 0 0 0 0 0 0 0 Siding/sheathing/decking 0 0 F2 13 1.6 6 6 0 0 0 0 0 0 0 Asphalt Shingle Roof P 9 0 0 F.DOOR 2.5 0.6 52 5 0 0 0 0 0 0 0 Ceilings (below 0 0 F3 2.5 1.6 11 52 0 0 0 0 0 0 0 Registration Date/Time: 2016-03-13 19:02:57 0 0 L.DOOR 1.8 2.9 25 5 0 0 0 0 0 0 0 0 0 L1 1.8 5.3 20 12 0 0 0 0 0 0 0 0 0 L2 1.8 4 5 23 0 0 0 0 0 0 0 0 0 B1 2.5 0.6 43 14 0 0 0 0 0 0 0 0 0 B2 2.5 0.6 43 14 0 0 0 0 0 0 0 0 0 B3 10.5 0.6 28 14 0 0 0 0 0 0 0 0 0 84 2.5 0.6 13 54 0 0 0 0 0 0 0 0 0 135 10.5 0.6 14 43 0 0 0 0 0 0 0 0 0 R1 1.8 4 8 8 0 0 0 0 A 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Name Surface Type 03 Construction Type 04 Framing 05 Total Cavity R -value 06 Winter Design U -value 07 Assembly Layers • Inside Finish: Gypsum Board • Cavity / Frame: R-13 / 2x4 • Exterior Finish: Wood Construction Assembly 1 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity / Frame: R-26 / 2x8 Floors Over Sheathing / Insulation: Wood Construction Assembly 2 Crawlspace Wood Framed Floor 2x8 @ 16 in. O.C. R 26 0.037 Siding/sheathing/decking • Cavity/ Frame: no insul. / 2x4 Top Ch rd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Asphalt Shingle Roof P 9 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below • Cavity/ Frame: R-9.9 / 2x4 Construction Assembly 4 attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. Registration Number: 216-N0097596A-000000000-0000 Registration Date/Time: 2016-03-13 19:02:57 HERS Provider: CaICERTS inc. CA Building Energy Ener Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-03-13 17:57:47 RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CERTIFICATE OF COMPLIANCE _ Calculation Date/Time: 17:55, Sun, Mar 13, 201 Project Name: ND1767WB Input File tame: ND1767WB.ribd Calculation Description: NEADE BUILDING ENVELOPE - HERS VERIFICATION 0'1 Quality Insulation installation (Qll) Not Required 02 Quality Installation of Spray Foam Insulation Not Required 04 03 CFrV150 Building Envelope Air Leakage Not Required C F 1 R -P RF -01 Page 5 of 8 Registration Number: 216-N0097596A-000000000-0000 CA BuildingEnergy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-03-1319:02:57 Report Version - MR -03112016-433 HERS Provider: CaiCERTS inc. Report Generated at: 2016-03-1317:57:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 17.55, Sun, Mar 13, 2016 Project Name: ND1767WB Input File Name: ND1767WB.ribd Calculation Description: NEADE UNIT TYPES 05 06 HVAC - COOLING 03 04 01 02 CJlulti-speed Efficiency Compressor SEER Zonally Controlled Sy 13 System Type EER Multi -speed Name Not Zonal Cooling System 1 PkgAirCond 11.3 LING - HERS VERIFITION 04 05 HVAC COO CA03 01 02 Verified EER Verified SEER Verified Airflow Airflow Target ==Not Required Name 350 Not Required Cooling System 1 -hers -cool Required DISTRIBUTION SYSTEMS 05 06 HVAC - DISTRIB 03 04 02 Duct Location Bypass Duct :: 01 Insulation R -value Type Duct Leakage Name Crawl space None Distribution System 1 DuctsCrawl Sealed and tested 8 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 Duct Leakage Verification Required Name Distribution System 1 -hers -dist HVAC - FAN SYSTEMS 01 Name HVAC Fan System 1 HVAC FAN SYSTEMS - HERS VERIFICATION 01 Name HVAC Fan System 1 -hers -fan 03 Duct Leakage Target%) 6.0 04 Verified Duct Location Not Required 02 Type Single Speed PSC Furnace Fan Registration Number: 216-N0097596A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance 05 Verified Duct Design Not Required 02 00 Verified Fan Watt Draw Required 06 Burled Ducts Not Required 03 Fan Power (Watts/CFM) 0.58 Registration Date/Time: 2016-03-1319:02:57 Report Version - CF1R-03112016-433 07 Deeply Buried Ducts Not Required CFI R -PRF -01 Page 6 of 8 07 HERS Verification Cooling System 1 -hers -cool 06 Verified Refrigerant Charge Required 07 HERS Verification mom Distribution System 1 -hers -dist 08 Low -leakage Air Handler 04 HERS Verification HVAC Fan System 1 -hers -fan 03 Required Fan Efficiency (Watts/CFM) 0.58 HERS Provider: CaiCERTS Inc. Report Generated at: 2016-03-1317:57:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project fame: ND1767WB Calculation Date/Time: 17:55, Sun, Mar 13, 2016 Calculation Description: NEADE Input File Name: ND1767WB.ribd CFI R.PRF-01 Page 7 of 8 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 IAQ Recovery Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification SFam IAQVentRpt 40.17 0.25 1 Default 0 Required COOLING VENTILATION 01 [1YA 11X M 05 [I. Name Airflow Rate (CFM/ft2) 1 Cooling Vent CFM 1 Cooling Vent Watts/CFM 1 Total Watts 1 Number of Fans 1 Whole House Fan 2 3534 0.1 353 1 07 Reduced Attic Relief Vent Free Area? No Registration Number: 216-N0097596A-000000000-0000 Registration Date/Time: 2016-03-1319:02:57 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-03-1317:57:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 17:55, Sun, Mar 13, 2016 Project Name: ND1767WB Calculation Description: NEADE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Bob Metzger Company: Bob Metzger O.D.S. Address: 2231 St. George Lane ##70 City/State/Zip: Chico, CA 95926 RESPONSIBLE PERSON'S DECLARATION STATEMENT Input File Name: ND1767WB.ribd Dgwme tatiog Author E � ureLee ;, �. Signature Date: 2016-03-13 19:02:57\_ CEA/HERS Certification Identification (If applicable): N/A Phone: 530342-9688- CFI R -PRF -01 I certify the following under penalty of perjury, under the laws of the State of California: • • for the building design identified on this Certificate of Compliance. 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of 2. 1 certify that the energy features and performance specifications identified on this Certificate of Regulations. • 's Certificate of Compliance are consistent with the information provided on other applicable compliance documents, 3. The building design features or system design features identified on this P y, ' ' itted to the enforcement agency for approval with this building permit application. worksheets, calculations, plans and specifications sum 1 11010' Responsible Designer Name: Bob Metzger Company: Bob Metzger O. D.S. Address: 2231 St. George Lane #70 City/State/Zip: Chico, CA 95926 Re 0o signer Si n4: Date Signed: - 2016-03-13 19:02:57 License: N/A Phone: 530--342-9&86 TWVC; 5 ire istered document, and in no way implies Registration Provider responsibility for the accuracy of the Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this g information. Registration Number: 216-N0097596A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-03-1319:02:57 Report Version - CF1R-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-03-1317:57:47 -769RL -The Home Depot NuTone 70 CFM Ceiling Exhaust Fan with Light Horne / Heating, Venting & Cooling / Ventilation / Bath Ventilation Fans / Bath Fans Model # 769RL Internet #100140619 Store SKU #416986 Store SO SKU #1000284700 Save to List Not in Your Store - We'll Ship It There Add to Cart We'll send it to Daly City for free pickup Available for pickup February 9 - February 14 Change Pickup Store Or buy now with Product Overview Page 1 of 2 NuTone 70 CFM Ceiling Exhaust Fan with Light (149) Write Ci Review Questions Answers (36) • Galvanized steel housing stands up to moisture • White polymeric grille provides a subtle appearance • Mounting ears offer easy installation /each [� LET'S FR: 'f,`0G ' THIS. Add a 2 -year Home Depot Protection Plan for $12.00 Learn More Quantity - We're unable to ship this item to: GU,PR,VI The NuTone 70 CFM Exhaust Fan with Light helps manage ventilation in rooms up to 60 sq. ft. The fan uses one 100 -Watt bulb for bright illumination. The white polymeric grille provides a subtle appearance, and mounting ears offer easy installation. The fan is UL listed for safe use over bathtubs or showers when installed with GFI branch circuit wiring. • White finish coordinates with most bathroom decors • Rugged, 26 -Gauge, galvanized steel construction • Quiet operation with one-piece molded blower wheel and silent backdraft damper • Includes mounting flange • 70 CFM fan helps reduce moisture • Motor operates at 3 sones for efficiency • Permanentiv lubricated olua-in motor We'll Ship It to You Add to Cart Free Shipping Expect it February 8 See Shipping Options Easy returns in store and online Learn about our return policy Info & Guides Instructions / Assembly Use and Care Nlanual Warm nty You will need Adobe(D Acrobat& Reader to view PDF documents. Do unload a free copy from the Adobe Web site. http://www.homedepot.com/p/NuTone-70-CFM-Ceiling-Exhaust-Fan-with-Light-769RL/10... 2/5/2017 NuTone 70 CFM Ceiling Exhaust Fan with Light-769RL -The Home Depot • Helps manage ventilation in rooms up to 60 sq. ft. • Uses one 100 -Watt bulb (purchase separately) for bright illumination • UL listed for use in insulated ceilings (type I.C.) for your convenience • UL listed for safe use over bathtubs or showers when installed in a GFCI-protected branch circuit • Pick the best air filters for your home. Check out our Buying Guide for helpful tips. Specifications Dimensions Page 2 of 2 Housing Length (in.) 9 Product Height (in.) 7.625 Housing Width (in.) 9 Product Length (in.) 10.75 Maximum Room Size (ft sq) 60 Product Width (in.) 12 Details Air Volume (CFM) 70 Housing Material Galvanized Steel Bath Fan Features Light Mounting Style Surface Bulb(s) Included No Number of Bulbs Required 1 Ceiling or Wall Installation Ceiling Product Weight (lb.) 5.31b Color Family White Recommended Bulb Type 100 -watt incandescent Duct Compatible Sizes 4 in Returnable 90 -Day Fan Sound Level (Sones) 3.0 Wattage (wafts) 100 Warranty / Certifications Certifications and Listings ENERGY STAR Certified 1 -UL Listed,HVI Certified,cUL Listed No Now can we improve our product information? Provide feedback. Manufacturer Warranty Limited 1 Year http://www.homedepot.com/p/NuTone-70-CFM-Ceiling-Exhaust-Fan-with-Light-769RL/10... 2/5/2017 NuTone QTX Series Quiet 150 CFM Ceiling Exhaust Bath Fan, ENERGY STAR Qualifi.W., Page 1 of 2 Honie / Heating, Venting & Cooling / Ventilation / Bath Ventilation Fans / Bath Fans Model # QTXEN150 Internet #202919935 Store SO SKU #1000536215 L Save to List Not in Your Store - We'll Ship It There Or buy now with Product Overview Add to Cart Free Pickup Available for pickup February 9 - February 14 Change Pickup Store NuTone Ql-)(SeriesQuiet 150 CFM Ceiling Exhaust Bath Fan, ENERGY STARQualified A . • i . (3) Write a Review Quest ions & • Reviewed as excellent by consumers Answers (6) • Extremely quiet and effective in medium sized bathrooms • Easy to install, quiet and powerful ell /each �C El LET'S Pi"10TECT THIS. Add a 2 -year Home Depot Protection Plan for $25.00 Learn More Quantity .. 1 + We're unable to ship this item to: AK,GU,HI,PR,VI The NuTone QTX Series Quiet 150 CFM Ceiling Exhaust Bath Fan will bring simple elegance to your bath or powder room. Whether by sight or by sound, you'll barely notice its presence. The fan ventilates up to 135 sq. ft. and features a quiet noise level at just 1.4 sones. The fan includes hanger bars for easy, fast and universal installation in various types of construction. • White grille for a clean, attractive look • Galvanized steel housing provides durability • Permanently lubricated, plug-in motor for continuous operation • Hanger bars for easy, fast and universal installation in all types of constructions • 150 CFM fan speed to ventilate your bath area We'll Ship It to You Acid to Cart Free Shipping Expect it February 9 - February 13 See Shipping Options Easy returns in store and online Learn about our return policy Info & Guides Instructions / Assembly Warranty You will need Adobe© Acrobat@ Reader to view PDF documents. Uo,.vn!o,nd a free copy from the Adobe Web site. http://www.homedepot.com/p/NuTone-QTX-Series-Quiet-150-CFM-Ceiling-Exhaust-Bath-... 2/5/2017 SNuTone QTX Series Quiet 150 CFM Ceiling Exhaust Bath Fan, ENERGY STAR Qualifio.0 Page 2 of 2 • Motor engineered for continuous operation • Vents moisture in bathrooms up to 135 sq. ft. • ENERGY STAR qualified to meet or exceed federal guidelines • UL listed for use over bathtubs and showers when connected to a GFCI circuit (sold separately) • Pick, the best air f iters for yrour lzomo. Check out our Buying Guide for helpful tips. Specifications Dimensions Housing Length (in.) Housing Width (in.) Maximum Room Size (ft sq) Details 10.5 11.375 135 Product Height (in.) Product Length (in.) Product Width (in.) Air Volume (CFM) 150 Housing Material Ceiling or Wall Installation Ceiling Mounting Style Color Family White Product Weight (lb.) Fan Sound Level (Sones) 1.4 Returnable 14 Galvanized Steel Recessed 9.661b 90 -Day Warranty / Certifications Certifications and Listings 1 -UL Listed,HVI Certified Manufacturer Warranty Limited 3 year ENERGY STAR Certified Yes 111ow can we improve our product information? Provide feedback. Live Chat i http://www.homedepot.com/p/NuTone-QTX-Series-Quiet-150-CFM-Ceiling-Exhaust-Bath-... 2/5/2017 .LINE 301n. 900 CFM Wall Mount Range Hood in Stainless Steel -KF 1-3 0 - The Home ... Page 1 of 2 Home / Appliances / Cooking / Range Hoods / %Naf► Mlount Ranee Hoods Model it KF1-30 Internet #206922077 � N 41. Save to List Not in Your Store - We'll Ship It There Or buy now with i Product Overview Add to Cart Free Pickup Available for pickup February 13 - February 16 Change Pickup Store ZLINE 30 in. 900 CFM Wall Mount Range Hood in Stainless Steel Write a Review Quest ions Answcrs.((� P • 4 -speed professional motor with industry -first l4e ime warranty • External venting with ductless option for recirculation • Simple, hassle -free installation with all hardware included e L z /each [� LET'S IJ" 1�3TECT THIS. Add a 3 -year Home Depot Protection Plan for $80.00 Learn More Quantity We'll Ship It to You Add to Cart Free Shipping Expect it February 9 See Shipping Options We're unable to ship this item to: Easy returns in store and online AK,GU,HI,PR,VI Learn about our return policy ZLine popular stylish Wall range hood - Stunningly sleek 21 g 430 brushed stainless steel - Built for years of trouble free use - Power: 110-Volt/60 Hz - Output: 760 CFM Lighting: 2 -Watt to 3 -Watt LED Lights - Control: 4 Speed Touch Sensitive Electronic - Filters: 3 -layer Dishwasher Safe Stainless Steel Baffle Filters - Air Outlet: 6 in - Certification: CE, GS, ETL and CCC safety approvals (US and Canada) - Easily Convertible to recirculating operation with carbon filters - Efficient and Quiet Operation tested at less than 60 dB - fits ceilings up to 12 ft. with the purchase of the proper ZLINE optional extensions OR 7 ft. to 8 ft. ceilings with the ZLINE optional chimney Short Kit - comes with 2 in. x 19 in. chimney pieces that fit inside each other and telescope to fit 9 ft. ceilings. j • Vent out or recirculating • Ceiling height from 7.5 ft. to 12 ft. Info & Guides Instructions / Assembly SDS Specification Use and Care Manual Warranty You will need Adobes Acrobat® Reader to view PDF documents. a free copy from the Adobe Web site. Live Chat http• ZLINE-30-in-900-CFM-Wall-Mount-Range-Hood-in-Stainle..2/5/2017 . //v�rvvw.home dep ot. comlp/ . . ZLINE 3 0 in. 900 CFM Nall Mount Range Hood in Stainless Steel -KF 1-3 0 - The Home ... Page 2 of 2 • 21 -Gauge 430 brushed stainless steel Two 3 -Watt LED lights 3 -years warranty (parts only) • Dishwasher -safe stainless steel baffle filters • 110-Volt/60Hz • Click here for more information on Electronic Recycling Programs Specifications Dimensions Duct Length (in) 36 Duct Width (in.) 6 Product Depth (in.) 20.5 Product Height (in.) 12.6 Details Product Length (in.) 30 Product Width (in.) 30 Range Hood Size 30 in. Amperage (amps) 3.5 Minimum Air Flow Capacity (CFM) 280 Color/Finish Brushed 430 Stainless Steel Mounting Type Wall Mount Color/Finish Family Stainless Number of Light Bulbs 2 Control Type (Rangehoods) Push button Range Hood Features Dishwasher Safe Metal Mesh Filter, Removable Grease Filter(s) Duct Shape Round Returnable 90 -Day Exhaust Vent Location Top Vent Material Metal Fan Yes Vent Style Convertible Bulb(s),Damper,Exhaust Vent,Filter Included Items (s),Hardware,lnstallation Kit,Power Vent Type Ducted Cord Light Yes Voltage (volts) 110 Light Type LED Wattage (watts) 3.8 Maximum Air Flow Capacity (CFM) 900 Warranty / Certifications Certifications and Listings ETL Listed Warranty Information Manufacturer Warranty 3 Years (parts only) Hlo w can vre improve our product information? Provide feedback. 3 Year Warranty (parts only) Live Chat http://www.homedepot.comlp/ZLINE-30-in-900-CFM-Wall-Mount-Range-Hood-in-Sta.inle.., 2/5/2017 VIC �a 9 rV r r 1 ej, � + e1k, _/ Y C- DAC el- /� ,' t f t l:. /y 1,, e+R� ��a - it.,. F,;;.* t"''+. 6 `�..-- -. ! ,: i t �3.-C-� , �'ti t/ i..� ► { I , ..- ►' �f -`, 1 -1 _ - - t IXTti, C0 (1• �_AD(" j\\ � (}Lt IST1 !! �r-, �% t L- Fl �t' � � � iY ! I � r �' 1/J / 1' �� =•( V, IJ' 4 1 y+�c"'[�..` i/ • �l.i•.:.JF��.//� f �f'd i.i��f'Z �af• +C? .• t, l < • j� ��' , V rl,:. ✓ ro F,.,• `.-,.• G +�r`� 1' .. «, M� v ` '� l- L C ! �. ` t� 2. t t%�� "• t Car - j i Lc i ,.�.�' ' f +� i .. ' �✓ ,%/� "�-:�% t * i•4 F • `(a 1• t L� t (f .f. r:"F- , _.., i!iC/ .. ...< f---- ; . . -SIGN t _4 1 _ _ ;-.tnN-t 1`ct�cic and or s�h:t t �r mn c a mtm[-}'Sn, of f iifrrinr �''••.iry t, / ! IF � � ' C;•+. t • 4.i(tC' V7,, cR:i!rcLr and ♦'T'i'(,ti.- fi :i� (Y [ ,.i.:u tiu a. �� I v� (� �� i �+rC i ►leve, mer, •) gegen a tttc onus:vzs[tuc•uv C+nn nutc+xt and I{ • .'• ..- �F►• �, [ I I a _ - i QQ^,.rtr:ua M.astc, tsf::i"_G`[...:: c ,cis: iQCC orenc fo 3Nin-, , « v .hh_.n-or, Ar nunA !inns , I{ j�e.►y „► jT r + .t.i" ;-2 A psn^ is dew e!cpcd and itnpEcrtcr,hd !rt r 1 C')sttn(c t:.:!-, a mi:r-. it:F::`.:-..nE lu;;,-,E Col1;tNCt10f1 . '. i t - � • r: t* ? St(/TI water d:' -it'e At1RR^ CYtRetntC, nn. ar.i +1:•m: litinr tv r�•, Frgn;v-,- e•nr opli•r�rtCe; or 4 i^� i ,Sfii iR C,MtCnC OfFt .t3in:; r:I;IE 'ri3t. L;,: 1 .:+"i'-• r �^ t 4'J ` w•t� ) s !�, 2 A constructidxt aage man tremens elan. per f vtntl an,f tl,r,r fn­ti;­ iq ch�•kni Ix fi,reen: 1,Kr+re •. y / `.. di+a.•• N -,%v sit_ t / �y+► ` 1 !.! r W/ �� k.. J t._ 4.1!l`,3 Ccroslrntr tt `tans that] in + r - - ' .� �-' _ �_ r I Section 4.40x.2: or r + 1 _ /'� I - - ' - - • _ . w ; rt ! n^ ora dratra.^e;��, r[[ till man._.. atF surt:�ce i I!tdoor ,kir Qu:liity rind Eiliau•,. f ,,. _._...._._... _.....______._. _ f„�.M. j �[��-•j [/ t , _-� %t.ttrrrlu wi 10 1.ecn Karr (iti[n cnicnn:thusldin[�;. ,. A waacm:nt:r•atkmtumrtrnnv, r Se.ikwt i.iclfs3_cM t ------ ----__ - .�` 4 "Ihc vv:.>td: sfrean; re :uc!i��cs aitcrs:.:tnu, per S,_tt:un ! : I':nvironmentaF Comfort f v 4.1 C.h.4 Provide canahility for electric vehicle chareing I +too ,t -- ---- --- - - - --- --- t R........«..�.....•.�..r...-r_.�..�r � � .� r :.i!Crl'.t 1�ete/1'Cd. r' ` s ► 4'.'. .- " 1 I : in enc- and two-hrruiv dwellings and in townhouses j L\�`-'i �l h �' 17) tY,t� t ;� %v"ith attached private garages; and 3 percent of toted ^ i 13uilding INlaintenance and Operation �_ : 4.r+}'•�. rs s_Ic.tc { r;in~• t'•. r.rt,.,t•,n...„:,.r,,.,;. 'l tn„ s auti..t, s ctfie d, fix multifamily fiv'clhn. t. 4A10.1 An operttion and matnten mcx- manual shall i 1 _ !";tahtish heat lac; and heat 2. n va':c.; ac,rrdimvt' ';n 6 11,,• I:"tI 2CY F,FFICI.:\Cl' I be- provided to use building (xxupatct of uv+t)x. { A1titiACCA 2 6lanual 1-2U0i Megnivahnt, ,\3 2. Sae d to sNstems accexchng to ANSPACCA 1 i �--► ;. j a_ ,__.--.. .t,rnergf _ _ _ _ � _ F`'�'1R0�.'jtI'N"I':kL QL,`:t[.IT1' � .;;.u:uai U-lOtril curau:v.i<_s;t. a..ol 1 Building mcc�� or exceeds the requirements t i i ,c �Ct hc:.utg a:.d futg c,;t::f s ,t.;c`::..n� to r _ _ _ --_---------- - 5t►3 1 A -Ile s fireplace sMtl d rest vent - t tfY .4 A ns i r .. 1 r 1 'rc , ,. t ,t -- . .t + ry,.v , ��` � � % �+• (:rlrf ..-nia Rurlilrnfi• F."ne>2�t• F i 41 nV installed ga.he a i I ? it � , � A � r r,� .. _:�� �' -- .• r ... _ . _ AVATFR F,MCIFl CYC { _--- - !clent•y.Sklnrlrl .x . Z R•, .rri C_., n rrnn + t -` ? ; i seated-winhumion trTv. Any instilled v oodslove or I ,rtttslt^r roof Snetint (ttcfretnr n.t tlifie3fierts - 4':1� CONSERVATION E,RVATif7, it • ----- --- - _ - - --- - -- ---- i -_-----_.-_--------_---,p..llus:uvest:aliwntplyvvttsUlLt.ltna,.•, cnrusion lirnit:ahcrraplush' ll'xtit c ti. c(!ctstov rn U I tl;rr ��'ater Use - _.withp - --- - -- ----_ - _-- ------� `^lacesshallafacvccx+�ph'arplc hlc MCA 1 Qnslifrcatiors frr v �+ ' t .4 `. _- - ` ,sem ' ►-. f- . }1 i 4 Z;!3.1 Phmibtn[t fixtures (water cl,xtts and urinals) :utd (fatretts a[x1 shtmeriteads) in>t^Ilcd in residential ; I ', rcitfu :tnt Control ' .0L1 1(VACsystem installers arc trained and certiticd in i r r systems. 1 w • ��.�, f, �/wQ� ` (i C-. t t r ;' L ;,. i htr.d;n s shs.f damply trot the l•rescrpUvc i ,; T,04.1 ]Ala openings and other related airdistribnti.trt --r- --- - - -- ---. _--------- 1 , c �' 1+ , _ ` ncf+ctmrrcnu of Scet:c!rs 4.3(13 1.1 Ghmurtl 4 3f)3_1.4 4. 1 I et ttntE,,ltttsti u�tuy.,y Sh.ili euv.:_ Surit:y 170= Special inspectors employed by the enforcing ��'��� It r+ Phtmhin� foxtur5 and frttines required in Section i I : S �t1J 2.t AdbrslVCti, saal:utu and wuiks shall tx I a,_ency must be gtsslifiul and ahle to demonstrate _ c disci hoc theyan ins cti t - t --• .. 1 coml+ctence in the -r- --- -- i'e- , - - - �'}� 4 3.13.1 shill he instai!ed in nccordam, with the ° tumt,,icar,t v+rth AUC used ostitis k yt� �.nt ,xu d J _- t rakiornia Plumhit q Cafe. and shall meet the I _.------------ _------- _ 'ori tcattons - -- - �-J 71 �c ---- .` r / ._ ) ` '1.: ' - - - -- .. - - - - - he4-1;041.2t ['amxit ; i hCK and ut7n r ansttn! ti sh:tli i i --- '� / 1 ; are; r ahl� refs zncx3 } 703.1 Verification ofeomplianee with this code ____ �Qttt icor Wafer Use 1 include constnsction documents, plans. specifications ✓' " ^ t i 7 #° builder or installer certificatiort, inspection reports, or .4-3n4.1 Aotcxtraftc irriLation svocnts ttmtrollen I vvitt: plodluct vtc g<1`•ud WK iirntL'- fur ROC ss:duttsct 1 ; - other metliod_s able to the enforcing, agencv' vvfiich tlr- ttntr of fins] insrt`ctuon sha!1 Ir weath•_r i ` foxic tom" f; aCCR•pt . t .• 1 - -_ - - --- -- --- - --- -- --- - show sutxtantial c;onformince.- o sr,1t noistarc-tri cd _ i-- �•r+ -_--_--_-. --_--------_-- jSOa•Z_4[3rcutttrt[lalsun.hs(t(k ruvtdcdtocdli(\ �! /t +• �* F� + ` li t+ �'+ ! �,1 .ww A'F �i �O IM�� 1�.� %a } r l rri -meet, j?ttr-ah_iN*v ir?d Reduced kIiinten^nee t � t! (e(}r±+3 ti^.+ VOv.' l.^,tit finis C"r 1 ` �,r wr•• •�• ►,) h ^� �r A!, r + � •, i -! �(It.3 C.:�lta ;v:ii c.v ct s ;t. r. , .,f�c!i i;c car.t•?!i�,:t - J � �,. ; "' � + � r \ � 1 `t L� tl� �'� �� 1� r I �•� l ' .-. � fi `•t. -t .t Anrula Snaccc arat:nc� ptnc5. c�eciric c�hfc-c. i ^ � _ p } r idcnti:rl h- tatns n cant -[� + .rr 1 111 �•. c.:r.,t.:a; o; ,�,,.: cpcnsr;r; ;n-r.,.res a...-;tcR,�r v:ahcsha:f _ ----- -- - .- --_ __ _ _ _ - -.. - - - c ry CaliforniaCalifurni:r Green Ijuiltlir _ 7 ! h< pr%NCetGt ag•sin;t the p cetge N extent; by ctcxin + �_.;, S.4 •f i [Cent oC Il:_w[ arcs ted•_it . [c ilicni n Co•ie Niessnrrs Baser) on the 2n13 California ' rte_..--•��.•-x • �«„�,..• t St)i tl tl�Ctl lTr^j With l'Cnli(lt 1`1`1003f. CU[ilTet_- m:Li, iflrV M ! ! f�:• r'n.. �F..tl rn.,..i-,•stf. c.r;lilist-\(Ilrll+l�: e.. ..,.» .._► .-_-_..-..r...w-------..» --J f ._.- .+ ... `- ;• ,it. r m i'`,xl a iv� t hlc !n the phf stein t� [tt} .... ...;_ _ .51 t.' w , t ._.i Fffrttv.hdr 1.2015 --- t 1 �. :o sit uc sr, a t. Keti r_fr . D. al ( + `�, r (r C /v �r. '_ } -C• �................ .,,,•,,, • " -•--� _ �....__ _.._.. . .. _. - 4 , n '!t `t r+: tvr. t. ,., f ,. t I r+ .,�.`• (t.. 1. • ..., .. «.«.......«,.,,...... l .....,.....-_ r+� r ret f ... � . � t .. ... . F• � •t kv' :.s ren; «.� �..... ..�.._....«, 1 r� ` A - opje o1 work f '� 4 irl'' .!-?.4 �... (a . f" // ;, ini 4)' � 1..'.� •: e•' 1 ii� t f `; � �.r ► i a ,f., TA'' ice% , , j- /` f .. f - # =i� 1,.. ;f' � �� !�� -Cc-, Art- �� _s 1' � 2. Square footage of the building 6�)���,�,� ,r r. \{- '14',1"^. 3. Occupancy groups 4. Type of construction., � ��Oo 1 fit P �,,. c� r�, r �,+ ►-� L r•l' ti` { t _ 4 1� t 5.. Thi number of stories and height of the building. - 4 -2., J. ! f. •' \.,,% t .%� _• 4 Ce' . t t ��', t • -.Z;r ,:.•,, , I , tl -- �••� ��, ,^ ,� ,� �.� a � ,, �, i ,- I r ",,�, 6. An indication that the building will be^sprinklered; �(�;� - SQ�I'?. Pt�`�r"� -' �' �'�° 1 GGA �'' ° t�, VERIFY ALL DEMINISIONS, NOTES, & VIEWS OF FIELD GENERAL NOTES THIS DRAWING BY BOB METZGER-O.D.S. HAS BEEN PROVIDED FOR THE OWNER ACCORDING TO THE CALIFORNIA BUILDING & PROFESSIONAL CODE, & CONTRACT BETWEEN BOB METZGER AND THE OWNER. FOR ANY QUESTIONS PLEASE CALL BOB METZGER OR OWNER. BOB METZGER-O.D.S. IS NOT AN ARCHITECT, OR IN ANY WAY REPRRESENTS ITSELF AS AN ARCHITECT OR ENGINEER. ALL ENGINEERING, IF NEEDED, FOR THIS PROJECT WILL BE DERTERMINED BY THE LOCAL BUILDING DEPARTMENT. THE ENTIRE PROJECT IS SUBJECT TO THE APPROVAL AND INSPECTION OF THE LOCAL BLDG. DEPT. BOB METZGER-O.D.S. IS NOT RESPONSIBLE FOR ANYONE'S INTERPRETATION OF THIS PLAN. STANDARD NOTES 1. VERIFY` ALA DEMINSIONS, NOTES, & VIEWS IN FIELD. 2. LUMBER; No. 2 D.F. LARCH TYP. U.O.N. (or BETTER). 3. ALL CONC. TO BE 3000 P.S.I., 28 DAYS, 5 SACK Min. 4. PROVIDE DBL. TRIMMERS OVER OPENINGS. LARGER THAN 6'-0" U.O.N. S. SOIL BEARING RESISTANCE IS BASED ON 1200 P.S.F. (1500 P.S.F. ALLOWED). 6. (.v) = APPROXIATE 7. BOB METZGER IS NOT AN ARCHITECT AND WILL NOT PROVIDE ANY ENGINEERING SERVICES 8. PLANS BASED.ON QDIJ CAC. LFA&) r-Cc•1�_6."IC el C:.cSG BUTTE COUNZy APR 0 5 20171 DEVE,, f)'�T 8MVICES fG� tit��-,.�`��-� i"1 �� t �y'��� c.c�tyE.,�,, 4--a"{�'.,a.• K. The 2013 California Residential Code, 2013 California Building Code, 2013 California Electrical Code (based on the 2011 _ t w `C `� E • NEC) Code, 2013 California Mechanical Code, 2013 California Plumbing Code, ���i+.S ��tJi `�•�" �.. �,1 � / �V,.:, <i ir-,('/"'tt..,.' ��,'t r•+' •'.''.-- - _ �- •E`^ ' f _ 2013 California Green Building Standards Code and the 2013 California Energy ' t _v,. • 1 <"' ,Ee' / �,,_. Code �•, • r !1 ,'t �C" `.• +t 6` t- i /ti 1 ,tr' t 1. .�.'`5 • i'`" \ w 7`•` r�'�da, ( ..' t A� r .r• 1 r 00 LEGEND f j A- rs L f _- V-- I . r WALL 1:t.� vr't r _ ` p.. `� _ (E) WALL REMOV r A .t� l �Lr ,`� D/ Ir -76, . D!__\ 41'1 f _r. n /� _ ........,.."^ _ (!J WALL 1.'11. i� �f �r < j i 'r �!� G'3 C` O • tGr'Y_� �, -. _- -- �". i / t' -r• t j,^v t (j / �r, / ` • ,� I , '(wig 1 ( ♦fill < y, 1 r ' ter.:. ".'• �. C.� l�'�? "`� t r-'''a� ', j� r.r,; 'f `CJ t t 1 (E) = EXISTING . LL•• �,• ' t,� (N) NEW OR ADDED ���t• �'. :'... , �y ,d•, �, , r,s+ lei, �' � C� �.1^i� �. ��I..[+�► :. r REF.. = REFERENCE TO - VERIFY' -ALL INFO. IN FIELD - APROXIMATE f •�, f =•..irk � o V t °i �: 4 -4�� ' r---� (= � � h P, ,r �� r--"- ..« ✓ 4! L , a ! '... i .+,, r • �'` ` _\ y j /kJ (r'': r k \ is t: lam+ 1• L; v l� f ' PERMIT �B���COU Kli LCOUNTY DEELOPMNT SERVICES e�. � REVIEWED FOR `` t ,.. .R�...._..�....` `f` /1 /_// CODE COMPLIANCE ' DA �ff� % BY=.� � ► �t l 1 �"t G,.� •• (� t'f y G. Y � T � L:. f -'+r � 1••- t'i. r , A 4".'11.- c �r1�`k -+• v + • •t Y, • v 1 •�t rte\ hd \ r O t l f�c � 1 _ r r I r� T✓ '� $ Cr to � � !„b 1^1'\C>A zo ^;'�©G.+r r' ' ' � � ir��� � �r'.� • � L , ' � V.'•• ; }'r 1 �`• ty�6'� / �� t�; � � �. ,. • ,STM --.. ,�, �,��,� /^ � � j / y • i/f a'nrg fr ra•c t i.2"+ n I r.U.tl 42 ■ Single Showerheads: <- 2.0 gpm C 80 psi - -- - `1 • Mult?ple Shovrerheads: combined flow rate of a!1 showerheads ancVor other shor^,er outlets controlled by a single valve shall not exceed 2.0 gpm Cc` 80 psi or only one shover outlet is to be in operation at a time 4.303.1.4.1 Residential Lavatory Faucets: 5 1.5 gpm C 60 psi 4.303.1.4.2 �j • Kitchen Faucets: < 1.8 gpm shall default to 1.8 gpm 60 psi; temporary increase to 2.2 apm allayed but ----- - -- • Annular spaces around pipes, electric cables, conduits or other openings in -� plates at exterior ,•calls shall be protected against the passage of, rodents by - sina sLC 1 G_✓'r''�r•- m rar , concrete masonry or similar acCep±ah!e met;o'. (G r Sect';i 4.4M) i A minimum, of 50 percent of the ccnstruction waste generated at the siteha!I diverted to recvcle or sa!vac �. (GBC Section 4.408.1) all be ' Duct ani vent epenirrgs shall be covered during construction. (GBC Section 4.504.1) • Adhesives, sealants and caulks shall be compliant lvith VOC ,-, r 4n„ o.her t,,.i„ compound limits. (GBC Section 4.504.2.1) 5 • Faints, stains, and other coatings shall be compliant with VOC limits. (GBC Section 4.504.2.2) Aerosol pants and coating shat! be compliant with product weighted MIR limits �+ for ROC and oilier toxic compounds. (GEC Section 4.504.2.3) U • Carpet and carpet systems shall be compliant N�,fith VOC limits. (GeC Section 4.504 .?) (` 80 percent of floor area receiving resilient flooring sha!I comply with the VOC- emission limits defined in the Collaborative for High Performance Schnols P (CHPS) High Performance Products Database or compliant with CHPS criteria certified under the Green cunrd Children u Schoo!.s program or be certified under the Resilient Floor Covering Institute (RFCI) Floor Score program or meet the Califomia Department of Public Health, `Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources UEirlg Environmental Chambers," (GBC Section 4.504.4) {i Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shc,!I compfy rwi'h low formaldehyde emission standards. (GBC Section 4.504.5) t J' Mc'stsre content of bui!di;,g materia!s used in enclosed wafi and floor framing is checked before enclosure and cannot exceed 19 (GBC Section 4.505.3) k 3. Wood s*"mctural r..nel sheltl:in- tip, nth a 0.'cla ess not less than 5/I6 -inch for 16 -inch V. stud spavin - � and not less t.-' � I6 inch D.C.o.cwith sa Q 6.12 O.C. P.W.P. HOLf313Wr` a. Gypr-jm board [sheuLhing y," or 5/8" thick (4` ® both sides or 8` 1 -side min.)] on studs spaced not over 24 -inches O.C. and 58 coolers nailed at 7 -inches O.C. ( '1 - Kn";"�"•'; .R00'ZS DS3 @ SSTB20 A. Sill nailing at br:Zced wall panels shall be 3-16d 16" O.C. (where applicable). EDGE DIST. _ 'i 314" Milt), f r' Air � (01 op '- 11. !- 17..,-0 `t a t c,. • ti r♦ qei Ff : .y r - \ Ov°' f., f 1'� f •. /'"• l�_ t 1 / 1 - `ab �� i fX it �i 11 -" �1 D t l(1 i" EMD. DIST. = 4114 ' MIN. B. Panels shall spall three stud bays, be 4'-0" min. ,vide, and have all edges blocked_ C. Where joists arc perpendicular to braced wall lines above, blocking shall be provided under and in lind„•ith braced wall panels. D i -:;,T, D. Provide 10" DP. Thickened slab 6 interior braced wrJIs 0.13.W.) ,with W' •J - A.B.'s 5' O.C. (I.B.W.) c.? 34' O.C. mays. & see typical detail for P -D Anchor-, {, E. Provide p! I--- Q Top plate over B.W.P.'s with min. 3-16d Too -railed per. ,tach Block �:� •C'af �t.�cr �c'L1 z`�� �, ��>,,.�"t'�. -=. � � t��: 1�1�•P,yc �'� o �- SPS-r,� io f?C PL&CD 0 bt_ . 2 ?� &,5 G;U CEL 4r-4 i OST it ? � s & r/41•�� � � . /fid to • 1 � ( , �" fA 1 tri I!2~QlA,,• RG-�. NOTE : ,toric..: (41- D �_ ' _ Go T. NIZ A t1 L, s1 E c F f -T �o �►�>. 1 -gid. GOH --- --- TOP �• bTMf k, 6%)(4, • v 1 o h C.. M 1 Arm• t 9 SDC DETERMINATION NAME SITE (SOIL.) CLASSIFICATIONz. SS — --- x Fa x 2/3 = sd!> S1= �-`. x Fv x2/3=Sdi= r, T SDC PEEr T.IVLL' A 0I,2,z,1, W. U. I. Requirements I'012 T11Is PROJr.CTSr► r\TERIOR COMPLIANCE ArPROACII rtirVr,LOPF, P..00F Stand alone class A roofing with into rwoycn.. COVERINGS valleys. GUTTERS Gutter to be provided with the means to prevent accumulation of debris. ---- � ATTIC Seeattic calculation on roof plan. Use low - VENTS profile std. rto'qf vent (NSVA =j72 sq. inch.) EAVES All eaves to be boxed. See section and elevations. No vents. EXTERIOR Standard 3 coat stucco. c_,� NNIALLS ---«- ,r-ri�_..-�+� Mirk—�M �"'��d-a.�-•r•,-.1•..-- _ « T A� Ilti'DOWS < . Vinyl frame winYdows with onefx,-MA20 min. E• if'!: -^1 � r=�' •�-d4�• 'protected or+cmpered glass. �'�t.t^ � C ,om DOORS I %"solid exterior doors (1 '/4" min. at panels) or 20 min. rated exterior doors..,/ ,. "" ,•� S.R.A. requirements do not apply to garage vehicle doors except glass only in grr. doors (see window rgrnts.) •-' �►� w. r1 ' 1b Fit% r0 r-1,61 6t r({_ D i b i� A� f �' f� t L,., �i f / / fI'•. f I / . l (� j 1. }' r • Ii 1 '� r�,at-! 4 f }'. l 'a !� Y '" i �..:f `,.' L'.✓ L � - �.-•.' r t �`+j'�e 1 �+�'. 1 ! \A � ` f �' t"'`, t Y„'f... �...- ♦ �:. I �..•. �^' �'L.�. `°.'. ! (jam. 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IF�,�!, ' - - cl� I b 4-0 tt t' t L �j }�-fit/f:��, 7��It r»t'` ��•' '%?1 i • � 2�1att V. r/ BUTTE COUNTY DEVELOPM':Mf SERVICES ` �, � �%'��+ �'' � � tt+. � l � / �'1 • f C`�lip . a •, r REViEWcD FOR r' •4 CODE COMPLIANCE i , �t �- �•a' � LRS �(•+! �'^a (-. �,% � , ' 4 1 ,t �L� fi"`•'�, f � { J { j , �.. ` t ! i �� �.. f `► f \ r.+ {in' �, �-'? t1° �� �,ws,.i�-^""'.n. �"� �-✓ /lr �,._...-'` �' _ .'� r 14.,,,,•"� "tea { f, DATE `•1 / ` BY._�� . _ , -- ---- ---- -�- jr Oil int. -4.G V\) ��._..._. ... - . C -7) r tt t"� fY �i . - �.� is . • �T� „ { . r. _ _ ...�.-_ ._ _.... __ ��' F } . on ; (E-) 2X 13LOCK� (C) VEAAI ---(E) TOP PLATE -(E) TRUSS (N) t . 1 A: C, �� t S11`A► E�E'At.l Vl'-iERE REQ•D F02 STRAP ALIGNMENT AD: AS R; L"'D -'� (N) 2X4 X 2'-0' P'N LENGTH SOiUD SHIV (N) tN!; (E-) Z\ 13LOCK TO SIDE 0 TRUSS "T'H (2) 16dE 1". ADD (N) X4 PFRI", FLOCK CO!lIVDN AT 6' O.C. t�E111srtN Tf:UScE'S ,Rc' 51119 VL OO KS ARE USSD r.. a 1\++� E �,l �.t�. ;.11.4!• t�,,,1Af .t 00 t':'A11 T'�� ONa' tZt 1\"s\ A, NI Ql\ -{E, TRUSS I I I � I AN •._,fT.A \. is A\" ,Ei, C01,`70 k.� 4j' TO TuC AT7N' X10\ o 'L: CEr:= \'E EI< o FECor�:�_ RE"L�;r'rEp C`l►C!\'G ASCO\'S i UCTiO'v. FNTRY PORCH ROOF TIE DETAIL ENTRY LATERAL STRUCTURAL NOTES: 1.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOP EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 2.) ANY DISCPEPANCIES BETWEEN FPAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BPOUGHT TO THS ENGINEER Oc' PECORD. ?.) ALL STRUCTURAL ►/EMEEPS SHALL BE FASTENED IN yr Y=! RIC7 1 A 1 ,l r 7 r r ► r v _� - I� . 101, rn FAT'�►! I; S�FI�_DUI_E R! F 23 04. S 1. U E,�,-;, . t 1 t I i ► �(_.._ 5� � IM r- D, -- —-- — -- __-------- ---- � -- ---- -- .._.._ e►� � .���j �,..��� rG?-�-� -CF p, —___ __-___..".___._ P P. � �', . r-1 r . I (S ;r - C ,..... _ - -- ..._..--_._._....• .. a. __ ..__ _ Yom._ __ � _ i_ ...� �..r__-- _ _ _ '.. _ . __-_ _. - _-__ - _�._. ,._....- ... Are, , .'fes V I �•- ----� ; � ' A,� i i i , �, , ' 1�', 1 I t1, r i P ►.N( rk— E , .� � � � � 4 I , u�J ! � I .._--. " � I � � Z I � !"'� ! � � �" ,.I y '; Jh 1 i+�.^^/ w'• �"r f •�7il � r �I'��, � ,d� rIl„ `�y,. ' i •i �......i.d �..!'s�V p •.ems.4 P.-`.�F' a1[ Cpl ! ' i ;IT Cr I f + * EXP. ib cava. OF 0 11 po 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �-- ONLY WITH THE ATTACHED t'� `�' --+• _ + i __ I _ _ - - - - - ; STRUCTURAL CALCULATIONS i I -- I -t'q -- , Lee ' ws ` _ . ____. ...__ • `� _..... _... ._ _._....._ __..__..._._.... - __ __ -. _. �•G'-'1ISL/ ,+' � �� �� � • +��' ..I✓ . � /� `'` IQ�'\ ell AA _ . ___.._ 3 . .__ � _. — - f ,, � �•',, 1 � � :.i tiY� fti m/,,�.�.�fi,�d+ �y :''.. �•-*J- � ted,?'�,� j , ! � f ,. ; 1 y r •a' � w yi` r (h. I 1 (Z3 zZ /i 0 rl �j 6{j % q� 1+ jj,1 - cs _ _ .w 1�►�' T��! ,:T.L-.'� { ,I�i� ter . /t. i- PER$M,IT # I BUTTS RE1/IE1NEb FOR SERVICES COMPLIANCE DAA - I `w' ■)( [r`, ��i lar•._ `{` �a✓w {tib• .,a�,� tj • 0. 1 DI � v-tv a �, I l 1 � I 1 � I - i ► �(_.._ 5� � IM r- D, -- —-- — -- __-------- ---- � -- ---- -- .._.._ e►� � .���j �,..��� rG?-�-� -CF p, —___ __-___..".___._ P P. � �', . r-1 r . I (S ;r - C ,..... _ - -- ..._..--_._._....• .. a. __ ..__ _ Yom._ __ � _ i_ ...� �..r__-- _ _ _ '.. _ . __-_ _. - _-__ - _�._. ,._....- ... Are, , .'fes V I �•- ----� ; � ' A,� i i i , �, , ' 1�', 1 I t1, r i P ►.N( rk— E , .� � � � � 4 I , u�J ! � I .._--. " � I � � Z I � !"'� ! � � �" ,.I y '; Jh 1 i+�.^^/ w'• �"r f •�7il � r �I'��, � ,d� rIl„ `�y,. ' i •i �......i.d �..!'s�V p •.ems.4 P.-`.�F' a1[ Cpl ! ' i ;IT Cr I f + * EXP. ib cava. OF 0 11 po 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �-- ONLY WITH THE ATTACHED t'� `�' --+• _ + i __ I _ _ - - - - - ; STRUCTURAL CALCULATIONS i I -- I -t'q -- , Lee ' ws ` _ . ____. ...__ • `� _..... _... ._ _._....._ __..__..._._.... - __ __ -. _. �•G'-'1ISL/ ,+' � �� �� � • +��' ..I✓ . � /� `'` IQ�'\ ell AA _ . ___.._ 3 . .__ � _. — - f ,, � �•',, 1 � � :.i tiY� fti m/,,�.�.�fi,�d+ �y :''.. �•-*J- � ted,?'�,� j , ! � f ,. ; 1 y r •a' � w yi` r (h. I 1 (Z3 zZ /i 0 rl �j 6{j % q� 1+ jj,1 - cs _ _ .w 1�►�' T��! ,:T.L-.'� { ,I�i� ter . /t. i- PER$M,IT # I BUTTS RE1/IE1NEb FOR SERVICES COMPLIANCE DAA - I `w' ■)( [r`, ��i lar•._ `{` �a✓w {tib• .,a�,� tj • 0. 1 DI � v-tv a �, I l 1 � I i ► �(_.._ 5� � IM r- D, -- —-- — -- __-------- ---- � -- ---- -- .._.._ e►� � .���j �,..��� rG?-�-� -CF p, —___ __-___..".___._ P P. � �', . r-1 r . I (S ;r - C ,..... _ - -- ..._..--_._._....• .. a. __ ..__ _ Yom._ __ � _ i_ ...� �..r__-- _ _ _ '.. _ . __-_ _. - _-__ - _�._. ,._....- ... Are, , .'fes V I �•- ----� ; � ' A,� i i i , �, , ' 1�', 1 I t1, r i P ►.N( rk— E , .� � � � � 4 I , u�J ! � I .._--. " � I � � Z I � !"'� ! � � �" ,.I y '; Jh 1 i+�.^^/ w'• �"r f •�7il � r �I'��, � ,d� rIl„ `�y,. ' i •i �......i.d �..!'s�V p •.ems.4 P.-`.�F' a1[ Cpl ! ' i ;IT Cr I f + * EXP. ib cava. OF 0 11 po 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �-- ONLY WITH THE ATTACHED t'� `�' --+• _ + i __ I _ _ - - - - - ; STRUCTURAL CALCULATIONS i I -- I -t'q -- , Lee ' ws ` _ . ____. ...__ • `� _..... _... ._ _._....._ __..__..._._.... - __ __ -. _. �•G'-'1ISL/ ,+' � �� �� � • +��' ..I✓ . � /� `'` IQ�'\ ell AA _ . ___.._ 3 . .__ � _. — - f ,, � �•',, 1 � � :.i tiY� fti m/,,�.�.�fi,�d+ �y :''.. �•-*J- � ted,?'�,� j , ! � f ,. ; 1 y r •a' � w yi` r (h. I 1 (Z3 zZ /i 0 rl �j 6{j % q� 1+ jj,1 - cs _ _ .w 1�►�' T��! ,:T.L-.'� { ,I�i� ter . /t. i- PER$M,IT # I BUTTS RE1/IE1NEb FOR SERVICES COMPLIANCE DAA - I `w' ■)( [r`, ��i lar•._ `{` �a✓w {tib• .,a�,� tj • 0. 1 DI � v-tv a �, ► �(_.._ 5� � IM r- D, -- —-- — -- __-------- ---- � -- ---- -- .._.._ e►� � .���j �,..��� rG?-�-� -CF p, —___ __-___..".___._ P P. � �', . r-1 r . I (S ;r - C ,..... _ - -- ..._..--_._._....• .. a. __ ..__ _ Yom._ __ � _ i_ ...� �..r__-- _ _ _ '.. _ . __-_ _. - _-__ - _�._. ,._....- ... Are, , .'fes V I �•- ----� ; � ' A,� i i i , �, , ' 1�', 1 I t1, r i P ►.N( rk— E , .� � � � � 4 I , u�J ! � I .._--. " � I � � Z I � !"'� ! � � �" ,.I y '; Jh 1 i+�.^^/ w'• �"r f •�7il � r �I'��, � ,d� rIl„ `�y,. ' i •i �......i.d �..!'s�V p •.ems.4 P.-`.�F' a1[ Cpl ! ' i ;IT Cr I f + * EXP. ib cava. OF 0 11 po 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �-- ONLY WITH THE ATTACHED t'� `�' --+• _ + i __ I _ _ - - - - - ; STRUCTURAL CALCULATIONS i I -- I -t'q -- , Lee ' ws ` _ . ____. ...__ • `� _..... _... ._ _._....._ __..__..._._.... - __ __ -. _. �•G'-'1ISL/ ,+' � �� �� � • +��' ..I✓ . � /� `'` IQ�'\ ell AA _ . ___.._ 3 . .__ � _. — - f ,, � �•',, 1 � � :.i tiY� fti m/,,�.�.�fi,�d+ �y :''.. �•-*J- � ted,?'�,� j , ! � f ,. ; 1 y r •a' � w yi` r (h. I 1 (Z3 zZ /i 0 rl �j 6{j % q� 1+ jj,1 - cs _ _ .w 1�►�' T��! ,:T.L-.'� { ,I�i� ter . /t. i- PER$M,IT # I BUTTS RE1/IE1NEb FOR SERVICES COMPLIANCE DAA - I `w' ■)( [r`, ��i lar•._ `{` �a✓w {tib• .,a�,� tj • 0. 1 DI � v-tv a �, I I 1. -- - ----------.,,,----. I ��. .: . - .1 I I.. I.. . . . .. 1. .1 � ''. . ...'� . J ... . . I I. I � � . ,�. . . I . I � . I. I I I I . I I �. I I . . . I . � . . . � I . I . � I I 1. I . . I I I -1. . . I .. . � .1 1� I , . . -, � .. ... . . . . . � . . . . 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I . L . . I I . . . . I . . . I . . � . . I I I I . . . � . . � . , . . . . � . . . . . . I . I I . I I . I . . . I I . - I . I I . . . . � . � . --- ,- . I I . . - I � . . . . . I I " I ,� . -- -- � � -11 I . I � - I � I - . � - , --"--".' - ---- - - - ---- --- -- - -- - --- ----- - ----- -- - --- - --- ---- - ----- -- -- -- ---- - � -- - -- --- . I I � I I : . . - -1-- �� � 1. L. I � - L . I - I I -L L-'---- -- ---.--' 4 f �T�P r rt �iU, ,__._. �� , ���t ,,� � �,�� , �,-c:r.�� � a, __�. t� � �•`—tv'" ' . �.�-` tip . �-t��y . Ile oo ' 1 `tA- _ ? l ilL- ��? 46 ------.. _ o� t-- rf _ -- IN i � 2 � 4 to,Oslo— ©t ` VERIOYIALL DEMINISION�, NOTES, & VIEWS OF FIELD GENERAL NOTES THIS DRAWING BY BOB METZGER-O.D.S. HAS BEEN PROVIDED FOR THE OWNER _�_t:..�.J.--- F ACCORDING TO THE CALIFORNIA BUILDING & PROFESSIONAL CODE, & CONTRACT BETWEEN BOB METZGER AND THE OWNER. FOR ANY QUESTIONS i LEGEND G�I`,►• PLEASE CALL BOB METZGER OR OWNER. BOB METZGER-O.D.S.-IS NgI AN d,�� � � �L�%��•d c fp[�, ARCHITECT, OR IN ANY WAY REPRRESENTS ITSELF AS AN ARCHITECT OR = (t� WALL -- ''f' ✓ - i � �' ENGINEtR. ALL ENGINEERING, IF NEEDED, FOR THIS PROJECT WILL BE _ �' DERTERMMED BY TH LOCAL BUILDING DEPARTMENT. THE ENTIRE PROJECT IS (E) WALL REMOV - SUBJECT TO THE APPROVAL AND INSPECTION OF THE LOCAL BLDG. DEPT. BOB p �3 �td P LO -10�� ! METZGER-O.D.S. IS NX RESPONSIBLE FOR ANYONE'S INTERPRETATION OF THIS _ ( WALL -_-' A— [ /l /'� PLAN. \ r • rQ O f t Ar (E) n EXISTING STANDARD NOTES , l �n r I = NEW OR ADDED (�T. T—� ► __ - ' �C1d VL �"'A4.v+ EMINSIONS NOTES, &VIEWS IN FIELD. i ' I (N) N �1 t� ✓ _ 1. VERIFY AS,I. D _ �� � � ' � --_ 6 �% � i'�1 + REF. – REFERENCE TO (' 2. LUMBER; No. 2 D.F. LARCH TYP. U.O.N. (or BETTER). VERIFY ALL INFO. IN FIELD 3. ALL CONC. TO BE 3000 P.S.L, 28 DAYS, 5 SACK Min. ' " _ O o_ (rv) = APROXIMATE e 4. PROVIDE DBL. TRIMMERS OVER OPENINGS. LARGER THAN 6'-0 U.O.N. OIL BEARING RESISTANCE IS BASED ON 1200 P.S.F. (1500 P.S.F. -#!I--P--, du ro02 . ---- 7 v_b4: !,f,J- NEW r� iDlnol L -L <Llf M PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY ,..... r-vt—a., P4 -Apt /�rG6T1® ID ��---------- _ 1�; t,,.G a iv tzi t't tr=',fir 0 AwT e ALLOWED): -� 8� - .�.... - 14004560 kmLT O .t4/ 6. (.v) = APPROXIATE �+ - 7. BOB METZGER IS NOT AN ARCHITECT AND WILL NOT PROVIDE ANY ENGINEERING SERVICES S. PLANS BASED.ON Wi,5 C.RC. z t�.t7 Q i:� /111'3 GE±S L' lip eo �A t4 a wl l h �.. X10.. ; fh► s h etM i D 1 C�. A0 ez& V�l� i V� 9 R EA ot now MOOD I—,. t>ob n a� 0.� toaF�ora . c.a� � t�=�1► r �.. v "� ��-�, , � ►_ c --I I PF I F F Tw Pi I