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HomeMy WebLinkAboutB13-0846 063-040-117OAK RXOLL ENGINEERING CORPORATION CONSULTING STRUCTURAL ENGINEERS JOB TITLE 110Res4"vp Ad ),ayI JOBNO. QK-14--66 JOB ADDRESS 13571 Am Mif)_Rd, DATE 1 J71tJ- Fo fs e 14111, G A CLIENT D. 30M '/. Dfillivin� perm;) td In MCI 1z 3 Ap1I j� Iva /1�lo[i7�dv1 of H¢.ol , A:3 8° A.A \ I 1g6 /a6 `� r l�yr Yt'ew • Existing structure (building permit issued, but construction not yet started) is a SIP (structural insulated panel) design utilizing 101/4"SIP roof panels and 81/4" SIP wall panels. • Addition area will use the same SIP design roof and wall panels as the rest of the house. • The addition area was considered and expected in the original design, and is shown on the permitted set of plans as "line of future addition". - • James R. Macintyre, SE, President of Oak Knoll Engineering Corp. has discussed this addition area and project specifics with Mr. Frank M. Glazewski, Architect, the architect -of -record for the existing permitted structure. The addition area was included in the overall lateral design of the existing structure. • Mr. Glazewski has provided pdfs of the original plans and structural calculations for reference. — — " �B.b d r R?, U SS`p�y .PERMIT # 1"3 .. BUTTE COUNTY DEVELOPMENT SERVICES fit' 1jC�/�\���. REVIEWED FOR BUTTE CODE COMPLIANCE COUN"vBY QO 2 < 0. S C^4J^ J%4 TE 5 -Q 1 ) 5 E� 933E^c SEP 19 DEVELOPN/11:1-`T d SERVFCF^ a IO IS - 14—n BOX 1630, 511 AGAIN FMM • QUINCY, CALIFORNIA 95971 • PHONWAX: 630-2834551 i JOB TITLE JOB ADDRESS OAK KNOLL ENGINEERING CORPORATION CONSULTING STRUCTURAL ENGINEERS JOB NO. _ lq-65 DATE _ 11IL(bS CLIENT Y� &OP PavllL V5 "mc IOYy" 52� fbine�s as _ raj o��Lae bl . �Fm.i 04" gf $eovvt 17° sp�.,� W = �4eaRDl ?y�psRs>�w���z�= Soy�lj M � t8aoa�� VetSA—)gv" w�)�, t l�r%ralwlr.� t awlo�vf}iovl the Sotwft SZP %nw lay ,o �5-)1�7 � W, "-A- R�js. Rs o F d-ivc- a�rr�:TJv.rc, pe!' o�r`lb ivwl c>tics �ira�rvle o`Zin sq,, s r�1..► .. t� r+�g1r}`ersi�n6^ wglj � a8"scL 3�7rt,ldj G` P_ k.l`j'/rn�cr;arwwt��`� `i L6o" E. w, N�Idlers Lim, D/ vt v'A V\� -�jC44 =-Xvnv-4 uv/umccn SHEET N0. /lam— BOX 1630, 511 MAIN STREET • QUINCY, CAIJFORNIA 95971 • PHONE/FAX: 630-283.4651 2 I _. 0 JOB TITLE JOB ADDRESS OAK KNOLL ENGINEERING CORPORATION CONSULTING STRUCTURAL ENGINEERS JOB NO. 14-1,L DATE 14�IS CLIENT �rn�et�� Gov,s;o�era nv�s Bmarc. S)PwkllI0�od Rr, 333'l/1 Pero( .cwf� x.79 cti,avV.iv, vvlvIv( Lod / Kpwfvly )�'S��poo� wotl� w%'v` wwloLaw �fw� Q,.Z Stw,�larA.l oio aam�. i Mote 1 per ott.coo p�.ON/ �on�. = will vncw =)6 ptp (9/a tu-) 04/A) )� q )+I1. x 2473,k 1-•'= 84 � V = V`L = 3 , �3�7 � ✓p_K OTM R`l?3 Cq) 1°I�8�1� .w M=CUy) A)*C1z)CadLB)'Cis)L2/3J=a6ys�� vp);p}-= CoTA/I-RM)Ii^ �eOLVe. ol$ 51P Wa�) G1avloe.+0 o`1J( Ka�.med 1—.111 w4l Sd E.'i",tx" D<< add.NDv7�Jss`retb ori eo+s} ,de o_ 'poo(` nPewfvlq me O.1 Vn--w MK -A I ��z , 1. = IPco V = � =) a3 /► TY� S)Pwwil wj"W'/aa-MI& e�lv_�nd )mob rpm-) curvucco SOX 1630, 511 MAIN STREET • QUINCY, CALIFORNIA 95971 • PRONEIFAX: 5304834551 3 N0. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 ****** Project Address........ 13572 DOE MILL ROAD — I FOREST RANCH *v8.1* Documentation Author... Brent Cunningham ****** Building Permit # Brent Cunningham Custom Home Designs 648 Edwards Ave. Plan Check / Date Quincy, CA 95971 (530) 394-0565 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance PERMIT # j�,?, GENERAL INFORMATION BUTTE CO G•�iL�i�t' HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Natural Gas at Site ....... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... REV(EVELOPMENT SERVICEg Not Require CODE WED FOR 278 sf ATE PLI NCE Single Family Detache By Addition Alone No Front Facing 0 deg (N) 0.16 1 FullYear Raised Floor 1 3165 cf 0 sf 26.4 % of floor area 0.34 Btu/hr-sf-F 0.23 11.4 ft x313 -o 8H BUTTE COUNTY SEP 18 2015 DEVELOPMENT SP,RVICES MICROPASS ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement Space Heating.......... 54.59 49.72 4.87 8.9% Space Cooling.......... 64.16 52.38 11.78 18.4% �I Ventilation Fans....... 0.83 0.83 0.00 0.0% Total 119.58 102.93 16.65 13.9% *** Building complies with Computer Performance *** *** Water Heating not calculated *** PERMIT # j�,?, GENERAL INFORMATION BUTTE CO G•�iL�i�t' HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Natural Gas at Site ....... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... REV(EVELOPMENT SERVICEg Not Require CODE WED FOR 278 sf ATE PLI NCE Single Family Detache By Addition Alone No Front Facing 0 deg (N) 0.16 1 FullYear Raised Floor 1 3165 cf 0 sf 26.4 % of floor area 0.34 Btu/hr-sf-F 0.23 11.4 ft x313 -o 8H BUTTE COUNTY SEP 18 2015 DEVELOPMENT SP,RVICES CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance BUILDING ZONE INFORMATION OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ADDITION 1 Floor # of # of Cond- Thermo- Vent Vent Verified 90 Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap ADDITION Wall Wood 96 0.069 21 0 270 Living 278 3165 0.16 0.6 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ADDITION 1 Wall Wood 109 0.069 21 0 0 90 Yes 4.3.1 A6 2 Wall Wood 118 0.069 21 0 270 90 Yes 4.3.1 A6 3 Wall Wood 96 0.069 21 0 270 90 Yes 4.3.1 A6 4 Wall Wood 98 0.069 21 0 180 90 Yes 4.3.1 A6 5 Roof Wood 381 0.034 30 0 0 27 Yes 4.2.2 A40 6 Floor Wood 278 0.037 19 0 n/a 0 No 4.4.1 A4 FENESTRATION SURFACES Orientation ADDITION 1 Wind Front (N) 2 Wind Back (S) 3 Wind Back (S) 4 Wind Right (W) Area U- Act (sf) factor SHGC Azm Tilt Exterior Shade Type Location/Comments 15.8 0.340 0.230 0 90 Standard F1/VINYL FIXED LOW E2 21.0 0.340 0.230 180 90 Standard B1/VINYL CASEMENT LOW E2 21.0 0.340 0.230 180 90 Standard B2/VINYL CASEMENT LOW E2 15.8 0.340 0.230 270 90 Standard R1/VINYL FIXED LOW E2 HVAC SYSTEMS Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER or CID Airflow Draw Capacity ADDITION Furnace 0.730 AFUE n/a n/a n/a n/a n/a NoCooling 13.00 SEER No Yes Yes Yes No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11SO8 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance HVAC SIZING Verified DUCT SYSTEMS Total Sensible Design Maximum Verified Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ADDITION Ducts ADDITION Furnace 5215 n/a n/a n/a NoCooling n/a 5037 6041 n/a Sizing Location............ CHICO None Winter Outside Design...... 22 F n/a Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) ADDITION Standard 7.58 .25 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. This building incorporates a Housewrap/Air Infiltration Retarder. This building does not have a cooling system installed. Mechanical Fan System is not required to be installed for additions under Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts ADDITION Furnace None R-n/a n/a n/a n/a NoCooling None R-n/a n/a n/a n/a FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) ADDITION Standard 7.58 .25 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. This building incorporates a Housewrap/Air Infiltration Retarder. This building does not have a cooling system installed. Mechanical Fan System is not required to be installed for additions under CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance SPECIAL FEATURES AND MODELING ASSUMPTIONS 1000 square feet as noted in Exception 5 to Section 152(b). REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... Brent Cunningham Company. Custom Home Design Address. 2360 ENGLAND ST #3 CHICO, CA 95928 Phone... (530) 321-8025 License. Signed.. �— y L122lir (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Brent Cunningham Company. Brent Cunningham Custom Home Des Address. 648 Edwards Ave. Quincy, CA 95971 Phone... (530) 394-0565 Signed.. 2 I ( at ) MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 1 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 Project Address........ 13572 DOE MILL ROAD I FOREST RANCH *v8.1* Documentation Author... Brent Cunningham ****** Building Permit # Brent Cunningham Custom Home Designs 648 Edwards Ave. Plan Check / Date Quincy, CA 95971 (530) 394-0565 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-LOGANADDITION wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1R, CF -IR -ADD, or CF -IR -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1R Form with plans. BUILDING ENVELOPE MEASURES: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. 118(1): The 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 -1R Form. *150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. 150(8): Mandatory Vapor barrier installed in Climate Zones 14 or 16. 150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. FIREPLACES, DECORATIVE GAS APPLIANCES AND GAS LOG MEASURES: 150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 2 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 vB.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance door covering the entire opening of the firebox. 150(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. 150(e)2: 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES: 110-113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. 113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of 113(c)5. 115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 150(j)IA: 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 or greater. 150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water 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 recirculating sections of hot water pipes are insulated per Standards Table 150-B. 150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. 150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. DUCTS AND FANS MEASURES: 150(m)l: All air -distribution system ducts and plenums installed, are sealed _ __ MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 3 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 150(m)l: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may 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. 150(m)7: Exhaust fan systems have back draft or automatic dampers. 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is 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. 150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. POOL AND SPA HEATING SYSTEMS AND EQUIPMENT MEASURES: 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. 114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating 114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. 114(b)3: 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(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150(p). r MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 4 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 y MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance RESIDENTIAL LIGHTING MEASURES: 150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by 150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined as specified by 130(d). 150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. 150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by 130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150(k). 150(k)7: All switching devices and controls shall meet the requirements of 150(k)7. 150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. 150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 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. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. 150(k)ll: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by 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)ll. 150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 5 Project Title.......... LOGAN ADDITION Date..02/22/15 18:36:46 MICROPAS8 v8.1 File-LOGANADDITION Wth-CTZ11S08 User#-MP2603 User -Brent Cunningham Custom H Run -Energy Compliance nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air 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. 150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to 150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to 130(d). 150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of 119. i. Proposed Addition Front Elevation Scale: t/" =P-0" Site Plan Scale: 1"= 10'-0" PROJECT DATA: 278 SgFt Addition to Approved Plans Under Separate Permit, Construction Pending Addition Permit i Right Elevation Scale: X" =l'-0" Existing Dwelling 3nfi`10 t0501:,X� Laundry Room (E) a va.uivviar 278 Sq Ft 1 st Floor Plan Scale: %" = F-0" Rear Elevation Scale. %"_]'-O" 01 THE 278 SQ. FT. ADDITION AREA INDICATED ON THESE PLANS IS INTENDED TO BE CONSTRUCTED AT THE SAME TIME AS THE REST OF THE RESIDENCE, UTILIZING THE SAME CONSTRUCTION METHODS. THE ADDITION PLANS ARE TO BE USED IN CONJUNCTION WITH THE MAIN RESIDENCE PLANS PREPARED BY FRANK M. G.LAZEWSKI ARCHITECT, AND THEY RI✓FERENCE NOTES AND DETAILS ON HIS PLANS WITH PERMISSION. f:0. S 004095 - EW. 93420}57 a J�o jis HERMIT 1 _-- : 060 131,17TE Cr" JNTv OEvm-OPMENT SERVICES Rt.it'vil'c.D FOR CC)DF C MPUANCE /I QATE 201 r By� Sheet Index: Al.1 Site Plan S 1.1 Structural Plans Directions to Jobsite: Depart Butte County Building Department West on Nelson Ave. Merge onto CA -70 E toward Chico - 4.3 miles, Take CA -149 North toward CA-99/Chico - 16 miles, Take the CA-32/Deer Creek Highway exit Fast toward Chester -14.9 miles, Tum right onto Schott Rd - 3,4 miles, (portions unpaved) Tum left onto Doe Mill Rd, Jobsite is 1.2 miles on Elie right. Revisions: Drawn By: Brent Cunningham Site Plan 613 -OR-f G BUTTE Sheet COUNTY CIIA-,& SEP 18 N • 1 DEVELOPMENEN T (V 1` SERVICES CCS 0 N bn U ,59 rn t, N 01 •.. O CD O N U a tv o z w s� U 03 0 Q V a'•' cri A `� M Fo 0 U ca T� 1913 No 00 � � Q ti !" LLI N M r. 14DO ice\ w U M N Drawn By: Brent Cunningham Site Plan 613 -OR-f G BUTTE Sheet COUNTY CIIA-,& SEP 18 N • 1 DEVELOPMENEN T (V 1` SERVICES CCS N O CD O z w s� U 03 0 Q V a'•' 1>2 A `� M Fo 0 U Copyright 2015 By Breit Cunningham Custom Home Design Drawn By: Brent Cunningham Site Plan 613 -OR-f G BUTTE Sheet COUNTY CIIA-,& SEP 18 N • 1 DEVELOPMENEN T (V 1` SERVICES 3/0 6/10 3050 Fixe<i 7'ent170 eTaBath F P 218 6/8 a Laundry Room (E} A x a° r 2016Fired 9.q, 21'4' -4„ case f 2'x8 1F SIP WALL OR 2-2X4 IF FRAMED WALL ' proposed Bedroom 1 3053.Ixed f/ THIS WALL THAT WAS TO BE AN EXTERIOR WALL AND WILL NOW BE AN INTERIOR WALLMAY REMAIN AS AN SIP WALL OR MAY BE FRAMED WITH 2X4 STUDS, PROVIDE y" PLYWOOD SHEAR SHEATHING WITH 8d @ 6" EDGES, 12" FIELD FULL LENGTHIHEIGHT. 4053 Wall Layout Plan Scale: X" 1'-0" Case 4 0„ n - a c U w O r' w r M bA U ALL NEW HEADERS ARE THE SAME AS THE REST OF THE STRUCTURE HEADERS SHALL BE IN ACCORDANCE WITH DETAIL 10/S-7.1 TYPICAL UNLESS OTHERWISE NOTED ALL NEW EXTERIOR WALLS ARE THE SAME AS THE REST OF THE STRUCTURE, SIP WALL: $ 4 SILL NAILING: (2) ROWS 16d @ 11" O/C PLATES: 2 X 6 WALL DETAIL: 01/S-7.1 SILL DETAIL: 12/S-7.3 Foundation Plan Scale: X" = F-0" Existing Foundation New Footings & Stem Walls to -)/S6/8 3/0 6!10 eptpered 3050 Fred rempercd `c: w Bath (E o 0 Laundry Room (E 1DC3 016 Fized r�i� ELECTRICAL LEGEND 120 VOLT 15/20ADUTLEXOUTLET 4 swrrCH NOTE: Electrical Shown Is To Provide General .Layout, Prior To .Installing, Consult With Owners For Revised Extent & Locations 4053 Casement 4053 CaSe � Me nt 3053 F d Electrical Plan Scale: 4" = I'-0" THE 278 SQ. FT. ADDITION AREA :INDICATED ON THESE PLANS Is INTENDED TO BE CONSTRUCTED AT THE SAME TIME AS THE REST OF THE RESIDENCE, UTILIZING THE SAME CONSTRUCTION METHODS. THE ADDITION PLANS ARE TO BE USED IN CONJUNCTION WITH THE MAIN RESIDENCE PLANS PREPARED BY FRANK M. GLAZEWSKI ARCHITECT, AND ..-.-..... — n 1111 Till IT Aare 11mru PERMISSION. Floor Framing Plan Scale: X" — 1'-0" Underfloor Venting: Provide 4 - 5 %" x W/2" Underfloor Vents Equally Spaced 278/150 = 1.85 SgFt Required 4 x 0.47 Sq Ft Each = 1.88 Sq Ft 10!/4" SIP Roo Typical I Owner Selec Housewrap - Installed As Per N 8 %" SIP %" GWB Screwed w/ Drywall Scre, 117/a" LVL 6" CMU's (Concrete BIa Full Or Poured Conteh Cross Section A/S 1.1 Scale: a" Roof Framing Plan 6(3, oe6 PERMIT # Scale: %" _ ]'-0" BUTTE COUNTY D EVELOPMENT SL-RVICES FIEVIEWEID FOR CODEC M CE C> y. L a Y BYE DATE 4 Revisions: er6. �g 1 Mme" t\ O .....� a 0 w U 0 . o cd p en en 0 0 3 U A '-.1 w Copyright @ 2015 By Brent Cunningham Custom Home Design Drawn By Brent Cunningham Structural Plans Tsheet o_ N S� U O bA U Ja V 00 N to C± 1 f� O W l N 00 73R er6. �g 1 Mme" t\ O .....� a 0 w U 0 . o cd p en en 0 0 3 U A '-.1 w Copyright @ 2015 By Brent Cunningham Custom Home Design Drawn By Brent Cunningham Structural Plans Tsheet o_ N S� 1, _� � - .r�, ,-�, '� � � I�� _ ____ __ - _ _ � � � �� J� �, / I - - ��� Frank M Glazewski Architect 30'-0' l L are not be r in D 3 U Q a LL 2 Foundati Scale: 1/4"=V-011 Ian -- T PERMl7# 61 J BUTTE COUNTY LFVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE --7142 _J_lkl By or ATE_. - 14Z..J_-Jx'—BY or o be asci ed to 2nv third Dam without the eKDress written consent of Rank M Glazewski Architect LEGEND - FOUNDATION PLAN _— ,/—GRID NUMBER GRID: A %j rSPACING OF ANCHOR BOLTS ANCHOR BOLTS: V2' DIA x V I AT SHEARWALL ONLY SPACING: 12' 0/C AT SU A35: 24' 0/C AT 5BESPACING OF A35 CONNECTORS. ATTACH T0: PLATEAWD5RL<-----LWHERE USED A35 - JOIST TO: (SPECIFIED ELEMENT) HOLDOWN ANCHOR BOLTS MARK DESCRIPTION DETAIL O SSTS14 01/S -4.I O BST520 Ol/S-4.1 C SSTB24 01/5-L.I E SST534 01/5-L.I ® HUC4L MARK CORRESPONDING I I A TO HD ANCHOR BOLT TABLE I 0I-420 HOLDOWN LOCATION I I AS NOTED ON PLANS HANGER SCHEDULE UNDERFLOOR VENTILATION I REQUIRED VENTILATION ARTA a 582/150 - 3.88 SQ. FT. SUMMARY OF VENTILATION AREA PROVIDED: (8) 5-1/2' x 14 V2' VENTS 8 x 0.41 - 3.14 50. FT. (D 24' x 24' ACCESS OPENING I x 3.40 - 3.40 SQ. FT. 1.14 SQ. PT KEYNOTES LUS210 OO 0 •DO - .) QLSSU210 © WALLS ABOVE. ©• �J 30 HUII 01-LI2 INSTALL PT 2 x 4 GROUND AT DOORS SLOPE ALL CONCRETE FLATWORK AWAY FROM STRUCTURE - OI -GIG ® HUC4L 0I-611 SCREENED UNDERFLOOR ACCESS - MINIMUM 24' x 24' UNDERFLOOR VENTILATION I REQUIRED VENTILATION ARTA a 582/150 - 3.88 SQ. FT. SUMMARY OF VENTILATION AREA PROVIDED: (8) 5-1/2' x 14 V2' VENTS 8 x 0.41 - 3.14 50. FT. (D 24' x 24' ACCESS OPENING I x 3.40 - 3.40 SQ. FT. 1.14 SQ. PT KEYNOTES ROOF: DEAD LOACI (METAL ROOF) 01 GENERAL REQUIREMENTS - FOUNDATION REFER TO DETAIL 01/5-4.1 FOR SSTB INSTALLATION. OI-LIO DEEP -SCORED JOINTS IN SLAB FG OI -LII 1/2' FELT STRIP, TYPICAL AT PERIMETER WALLS ABOVE. OF BASEMENT SLAB 01-LI2 INSTALL PT 2 x 4 GROUND AT DOORS SLOPE ALL CONCRETE FLATWORK AWAY FROM STRUCTURE - OI -GIG ACCESS OPENING IN STEMWALL - SEE 13/S -4.I 0I-611 SCREENED UNDERFLOOR ACCESS - MINIMUM 24' x 24' USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR 0I-420 TRANSITION BETWEEN UPPER FOOTING AND RETAINING COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK WALL IN ACCORDANCE WITH DETAIL 02/5-1.2 FLOOR SHEATHING SHALL BE 23/32' (48/24) RATED STURD-I-FLOOR 01-421 DEPTH OF PARALLEL FOOTING ADJACENT TO IOd NAILS AT V. 12' O/C - GEORGIA PACIFIC PLYTANIUM RETAINING WALL TO BE DETERMINED IN ACCORDANCE 'DRY -PLY' ZTURD-I-FLOOR OR APPROVED EQUAL. WITH DETAIL 03/S-1.2 0I-425 PEDESTAL AT COLUMN BASE UNDER SLAB - SEE 09/S -L.1 PROVIDE MIN. 24' x 24' UNDERFLOOR ACCESS. SEE PLAN 01-42L PAD FOOTING IS INCORPORATED INTO RETANNG WALL FOOTING 01-421 LOCATE BOTTOM OF PAD FOOTING ELEVATION IN ACCORDANCE REFER TO DETAIL 04/S-1.2 FOR FOOTINGS ON SLOPED WITH DETAIL 03/S-1.2 01 -LSO 8 x 8 DPSI POST - CBSQ88 AT BASE - 12' x 12' CONC. PEDESTAL PARALLEL TO FOOTINGS, AND PENETRATIONS THROUGH FOOTINGS. 03 CONCRETE - GENERAL REFER TO SHEET S-3 FOR FLOOR FRAMING AT THIS LEVEL 03-001 CONCRETE LANDING - 4' CONCRETE SLAB - SEE FOUNDATION PLAN FOR DIMENSIONS. REINFORCE WITH u3 BARS AT 24' O/C E.W. 03 CONCRETE. - FOUNDATION PLAN 03-410 12' DIA. SONATUBE AT 6 x L COLUMN - PBSLL AT BASE B O 03-4II SEE DETAIL OB/S-6.1 12' DIA. SONATUBE AT 4 x 4 COLUMN - PBS44 AT BASE SEE DETAIL OB/S-6.1 06 WOOD AND PLASTIC - FOUNDATION PLAN 0L-400 PT 2 x L DF22 DECK JOISTS AT 24' 0/C - LUS24 TO LEDGER 16 ELECTRICAL - FOUNDATION PLAN IL -LOO CONDUITS FOR ELECTRICAL SERVICE. CONFIRM SIZE AND NUMBER WITH ELECTRICAL CONTRACTOR IL -401 PROVIDE #4 x 20'-0' REBAR WITH IL' BENT LEG AT END POR UFER GROUND. EXTEND LEG 4' ABOVE TOP OF CONCRETE STEMWALL ROOF: DEAD LOACI (METAL ROOF) FOUNDATION NOTES REFER TO DETAIL 01/5-4.1 FOR SSTB INSTALLATION. 55.0 PSP GROUND TO FG INSTALLATIONNOFASSTOBRANCHORS MATCH FRAMING WALLS ABOVE. REFER TO SHEET 5-I.I FOR TYPICAL ANCHOR BOLT SIZE AND SPACING. SLOPE ALL CONCRETE FLATWORK AWAY FROM STRUCTURE - MINIMUM 1/8' PER 12'. 'AT SW' INDICATES ANCHOR BOLTS SPACING AT SHEARUTALL USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR LOCATIONS OF SHEARWALLS. COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK FLOOR SHEATHING SHALL BE 23/32' (48/24) RATED STURD-I-FLOOR PLYWOOD GLUED AND NAILED ATOP JOISTS WITH IOd NAILS AT V. 12' O/C - GEORGIA PACIFIC PLYTANIUM 'DRY -PLY' ZTURD-I-FLOOR OR APPROVED EQUAL. FLOOR FRAMING SHALL BE 11.88' BCI 5000 1.1DF AT I4' O/C TYPICAL UNLESS OTHERWISE NOTED. PROVIDE MIN. 24' x 24' UNDERFLOOR ACCESS. SEE PLAN FOR LOCATION. REFER TO SHEET 5-2 FOR UNDERFLOOR VENTILATION. REFER TO DETAIL 04/S-1.2 FOR FOOTINGS ON SLOPED SUB -GRADE. REFER TO DETAILS 01/5-1.2 AND 08/S-1.2 FOR TRENCHES PARALLEL TO FOOTINGS, AND PENETRATIONS THROUGH FOOTINGS. REFER TO SHEET S-3 FOR FLOOR FRAMING AT THIS LEVEL REFER TO DETAIL 01/5-1.2 FOR BACKFILL AT RETAINING WALLS. DESIGN LOADS ROOF: DEAD LOACI (METAL ROOF) 8.0 PSF LIVE LOAD (SNOW) 55.0 PSP GROUND FLOOR: FG DESIGN DL: PARTITION DL: DESIGN LL: ALT. CONCENTRATED LOAD: 12.0 PSF 0.00 PSF 40.0 PSF NONE REVISIONS BY PLAN CHECK O 01-01-13 FG 02 CLIENTO1CHANGE FG Frank M Glazewski archixept structutall design pp Box 8066 Chico CAIifomia 95927 X30.894.5001 fax 530.894.8164 fian (g ln$'architect.com WJ 0 0 W 14 U Uo rr^� b V J tV U 0 qo a Adz Cn Ln v P)-1 z r0 w rod ���///'� foundation plan DRAWN F.G. CHECKED F.G. DATE JAN 2013 SCALE NOTED JOB NO. 12-051 SHEET S-2 OF SHEETS REVISION DATE: OG -03 -IL r d LL 0 r r to is 5.1 - V , , , , , , , , , , , , , , , , , , , , reserves common law C r r in these Dlans. These t Ii Hvif0 ✓;13-v84t- pU TE c,0UNn DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DA0 E__21 7 1 '% BY__Pj�__ Floor framing - main level Scale: 1/4"=1'-0" the express written consent of Frank M Glazewslti Architect HANGER SCHEDULE I GENERAL NOTES IN NO CASE SHALL BEARING UNDER A STRUCTURAL MEMBER BE LESS THAN A SINGLE 2 x 4. REFER TO PLANS FOR SPECIFIC TRIMMER REQUIREMENTS. WHERE REQUIRED. FLOOR SHEATHING SHALL BE 23/32' (48/24) RATED STURD-I-FLOOR PLYWOOD GLUED AND NAILED ATOP FLOOR JOISTS WITH IOd RINGSHANK NAILS AT L', 12' O.C. FLOOR FRAMING SHALL BE II -1/8' BCI 5000-1.1 AT IL' O/C TYPICAL UNLESS OTHERWISE NOTED. BEARING WALLS ARE SHOWN SHADED, TYPICAL. REFER TO SHEARWALL PLANS FOR WALL FRAMING AND HEADER INFORMATION. DESIGN Q LUS210 Q Q Q . Q LSSU210 C J Q HUII ( II IS ® HUC4L QS ® © . KEYNOTES 06 WOOD AND PLASTIC - FRAMING PLAN DEAD LOAD (METAL ROOF) 8.0 PSF 0I-100 10-1/4' SIP ROOF PANEL - DBL 2 x SPLINE 55.0 PSF GROUND REFER TO DETAIL 04/5-1.1 CI -101 BREAK BEAM OVER SUPPORT - BEAM 15 NOT CONTINUOUS 12.0 PSF 01-102 PROVIDE FULL BEARING UNDER TIMBER POST 0.00 PSF IN ACCORDANCE WITH DETAIL IS/5-1.1 40.0 PSF 0I-103 CSIL STRAP AT PLATE BREAK - SEE OIA/5-1.4 NONE 06 WOOD AND PLASTIC - FRAMING PLAN 04-105 BEARING WALL 0 1�4 OL -109 OVERLAY FRAMING - 2 x L DFtt2 AT 24' O/C. 0 0 4 O BRACE ALL SPANS OVER W -O'. REFER TO DETAIL 13/S-.12 FOR ADDITIONAL INFORMATION 0 OL -115 FIELD -BUILT TIMBER TRUSS - SEE 13/S-1.3 u U 1�0 �' 04-140 FLOOR FRAMING: II -1/8' BCI 5000-1.1 AT IV O/C OL -141 BLOCKING: II -1/8' BCI 5000-1.1 AT 48' O/C 06-142 RIM JOIST: 1.25' x 11.88' VERSA -RIM Cbz 04-143 RIM JOIST: 1.15' x 11.88' VERSA -LAM Fb3100 OL -154 L x L POST: ECCQLL AT TOP 04-155 L x L POST: ECCQ5-L AT TOP 04-15L L x L POST: CC05-4 AT TOP OL -151 L x L POST: CCLL AT TOP O O - LO PT 2 x 12 DF02 DECK JOISTS AT 24' O/C OL --w 4 x 12 DFtt2 BEAM AT EDGE OF DECK GENERAL NOTES IN NO CASE SHALL BEARING UNDER A STRUCTURAL MEMBER BE LESS THAN A SINGLE 2 x 4. REFER TO PLANS FOR SPECIFIC TRIMMER REQUIREMENTS. WHERE REQUIRED. FLOOR SHEATHING SHALL BE 23/32' (48/24) RATED STURD-I-FLOOR PLYWOOD GLUED AND NAILED ATOP FLOOR JOISTS WITH IOd RINGSHANK NAILS AT L', 12' O.C. FLOOR FRAMING SHALL BE II -1/8' BCI 5000-1.1 AT IL' O/C TYPICAL UNLESS OTHERWISE NOTED. BEARING WALLS ARE SHOWN SHADED, TYPICAL. REFER TO SHEARWALL PLANS FOR WALL FRAMING AND HEADER INFORMATION. DESIGN LOADS ROOF: PG DEAD LOAD (METAL ROOF) 8.0 PSF LIVE LOAD (SNOW) 55.0 PSF GROUND FLOOR: DESIGN DL: 12.0 PSF PARTITION DL: 0.00 PSF DESIGN LL: 40.0 PSF ALT. CONCENTRATED LOAD: NONE REVISION DATE: OL -03-I6 REVISIONS BY O OLIAN CHECK3 PG 02 CCLIEN IL LL FG Frank M Glazewski architet structuraldesign po Box 8066 Chico California 95927 L30.894.5001 fax 530.894.8164 f=nk@fcngarchitect. corn framing plan main level DRAWN F.G. CHECKED F.G. DATE JAN 2013 SCALE NOTED XB NO. 12-051 SHEET S-3 OE SHEETS bJ�j.�� M/ 0 1�4 U 0 0 4 O U o 0 rU vJ u U 1�0 �' A Cbz z Cn0 P N framing plan main level DRAWN F.G. CHECKED F.G. DATE JAN 2013 SCALE NOTED XB NO. 12-051 SHEET S-3 OE SHEETS . ,.CR...alr A,f C:lavravclri AmhiMr+ REVISIONS Frank M Glazewski Architect expressly reservas common law co ht and other property tights in these plans. These DIans are nc,t be be reproduced, changed or co ied in any form or matter whatsoever nor are thev to be assigned to any third party without the cxwpress written O PLAN CHECK 01-01-13 ¢ OF RAIL AND BEAM i A34 AT EACH DRILL (4) HOLES FOR: 1/4' DIA. ANCHORS END LENGTH 'I CLEAR SPAN* i END LENGTH 0 SCALE i NOTED V A U U Q} I DECK JOIST , SHEETS r� am �+ 0 G O I END LENGTH FASTENERS (190%) * NAILS NOT REQUIRED I+ SIP WALL PANEL V + + + + + + + + + + + + + + * ++ + + + + + H• + + + + + GUARDRAIL STANCHION - SIP WALL PANEL 1 IN SEE DETAIL 08/S-1.4 i CONT. C514 STRAP - SEE a' § CS STRAP DRAWINGS FOR EXTENT. CMSTI2 33' 14 - ILd 40 DECKING - SEE DRAWINGS INSTALL PER 03/5-1.4 BASEPLATE: in i GUARDRAIL STANCHIONS- rt 39' L . i + + + + + + 9215 * FOR CSIL STRAPS, > ' SEE DRAWINGS 1/4' THICK + + + + + + + CONT. CSIL STRAP - SEE DRAWINGS FOR EXTENT. a o' ATTACH BASEPLATE TO 3 5L - ILd INSTALL 6490 AT FASTENERS L' O/C IN THIS AREA •? BLOCKING WITH: 16 s ! (4) SDS25LOO (55) i i,. 4 x SPLINE AT COLLECTOR CMST STRAP 30' LL - IOd 9490 TVP. CMSTCIL 20' 50 - ILd 4585 •°x * •. +++++++++i++++ ++ + ++ + ++i++++++++ r - " 4 x 8 BLOCK BETWEEN SINKER a �'`""* * • - JOISTS. ATTACH TO + JOISTS WITH (4) A35 B AT WALL OPENING CMSTC STRAP i t. BOTTOM OF WALL SIDE VIEW C514 Is" 2L - 10d 2490 DECK BEAM - . ,.CR...alr A,f C:lavravclri AmhiMr+ REVISIONS BY O PLAN CHECK 01-01-13 ¢ OF RAIL AND BEAM 02 CLIENT REVISIO OG -03-1L A34 AT EACH DRILL (4) HOLES FOR: 1/4' DIA. ANCHORS DATE 0 SCALE ALLOWABLE NOTES: TENSION LOAD NOTED V A U U Q} I DECK JOIST , SHEETS r� am �+ 0 G O MODEL END LENGTH FASTENERS (190%) * NAILS NOT REQUIRED LnU)P4 0� V SIP WALL PANEL IN CLEAR SPAN. a' § CMSTI2 33' 14 - ILd 9215 BASEPLATE: in 39' 84 - IOd 9215 * FOR CSIL STRAPS, 1/4' THICK CONT. CSIL STRAP - SEE DRAWINGS FOR EXTENT. CMSTI4 2G' 5L - ILd INSTALL 6490 AT FASTENERS L' O/C IN THIS AREA INSTALL PER 03/5-1.4 30' LL - IOd 9490 TVP. CMSTCIL 20' 50 - ILd 4585 - - SINKER t. BOTTOM OF WALL 4 C514 Is" 2L - 10d 2490 DECK BEAM - OPENING BEYOND IL' 30 - ed 2490 SEE DRAWINGS PLAN VIEW CSIL 20 - d 105 SIP MANUFACTURER TO / 133 ' 22 - ad a 11105 NOTE: INSTALL 2 x 4 BACKING AT THIS LOCATION �� C518 9' IG - IOd 1310 REFER TO DETAIL 09/S-1.4 11' 18 - 8d 1310 FOR ADDITIONAL INFORMATION C520 G' 12 - IOd 1030 A SECTION BETWEEN WALL OPENINGS 9' 14 - 8d 1030 REFER TO DETAIL 08/S-1.4 FOR GUARDRAIL CONSTRUCTION C522 1' 10 - I'd 8q5 O OI A. 12 8d 8q5 003 GUARDRAIL TO DECK o9 BASEPLATE AT STANCHION 06 COLLECTOR STRAP CS/CMST NAILING (CS-]11.)4 o3 REV: 09-06-12 DECK EDGE -002_A SCALE: I -I/2" = I' -O" 5-1.4 REV: II -10 -II GUARDRAIL -006_A SCALE: I -I/2" = I' -O" 5-1.4 REV: 05-08-13 SIPS -030_A SCALE; I -I/2" = 1'-0" S-1.4 REV: 04-12-12 STRAPPING -022_A SCALE: N/A NOTE: ALL MEMBERS OF THE GUARDRAIL SHALL BE SPACED SUCH THAT A 4' DIAMETER SPHERE MAY NOT GUARDRAIL STANCHIONS: IN ORDER TO COMPLY WITH THE PRESCRIPTIVE DUCT SIZING REQUIREMENTS PASS THROUGH. 1.5' x 1.5' x AT 4'-0' O/C MAX. OF ASHRAE 42.2, A VENTILATION FAN MUST BE SELECTED THAT IS RATED .120' TO PROVIDE AT A MINIMUM, THE REQUIRED VENTILATION AIRFLOW AT 0.25 IN REFER TO GUARDRAIL NOTES ON GUARDRAIL DESIGN LOAD: W.G. AND THE DUCTS MUST BE SIZED IN ACCORDANCE WITH THE SPECIFICATIONS DRAWINGS. 0.200 KIPS APPLIED AT ANY POINT GIVEN IN TABLE 1.1 BELOW. GUARDRAIL STANCHION - i i AND IN ANY DIRECTION. " SEE DETAIL OBIS -1.4 2' x I' x .120' TOP RAIL DECKING -SEE DRAWINGS ' ' TABLE 7.1 Prescriptive duct sizing requirements (From ASHRAE 62.2) SEE PLAN DUCT TYPE FLEX DUCT SMOOTH DUCT ATTACH BASEPLATE TO BLOCKING WITH: FAN RATING (4) SD525400 (SS> (CFM AT 0.25 50 80 100 125 50 80 100 125 I IN W.G.) TOP PLATE L x 8 BLOCK BETWEEN PICK TS T 4 O/C MAXIMUM ALLOWABLE DUCT LENGTH (RT) *(2) CSIL STRAPS JOISTS. ATTACH TO JOISTS WITH (4) A35 \ DIAMETER, (IN.) FLEX DUCT SMOOTH DUCT ** SEE PLAN BLOCK IS CENTERED ON GUARDRAIL STANCHION '+ 3 X X X X 5 X X X SEE PLAN GUA DRA 4 10 3 X X 105 35 5 X STA CHIC5 ¢ OF RAIL AND BEAM NL 10 35 20 NL 135 85 55 L NL NL 125 95 NL NL NL 145 ' 1 AND ABOVE I NL NL NL NL NL NL NL NL 4 x BLOCKING END LENGTH 1.5' y 1' x 15' THIS TABLE ASSUMES NO ELBOWS. DEDUCT 15 FEET OF ALLOWABLE DUCT BOT OM AIL LENGTH FOR EACH TURN, ELBOW, OR FITTING. INTERPOLATION AND EXTRAPOLATION IN TABLE 1.1 IS NOT ALLOWED. FOR FAN RATING VALUES 2 x BLOCKING. DEPTH OF JOISTS NOT LISTED, USE THE NEXT HIGHER VALUE. THIS TABLE IS NOT APPLICABLE AT 24' O/C. ATTACH EACH BLOCK FOR FAN RATINGS ) 125 CFM. WITH (2) A35'S (NOT SHOWN) NL = NO LIMIT ON DUCT LENGTH OF THIS SIZE. NOTE: X - NOT ALLOWED, ANY LENGTH OF DUCT WITH THIS SIZE WIT) -I ASSUMED *REFER TO DETAIL 03/5-1.4 TURNS AND FITTINGS WILL EXCEED THE RATED PRESSURE DROP (0.25 IN W.G.) FOR STRAP INSTALLATION. NOTE; NOTE: WATER GAUGE (W.G.) IS THE SAME AS WATER COLUMN (W.C.) STRAPS ARE INSTALLED BASEPLATE ATOP WALL SHEATHING REFER DI DETAIL 0ORMA 4 FOR ADDITIONAL INFORMATION EE£0LA E.- **IF NOT OTHERWISE NOTED, EXTEND STRAPS MINIMUM 48', OR FULL WIDTH REFER TO DETAIL 08/5-1.4 OF ADJACENT SHEARWALL, IF LESS FOR GUARDRAIL CONSTRUCTION THAN 48' IN WIDTH. O 0 004 B. (2) CSIL STRAPS AT PLATE BREAK n GUARDRAIL TO DECK oe TYPICAL GUARDRAIL AT WOOD FRAMED DEC os TABLE 1.1 DUCT SIZING PLAN cIAA,jGe-S- FERMrq l��3-Ou Q{' S -IA REV: 04-06-12 DECK EDGE_002-A SCALE: 1-1/2" = 1'-O" S-1.4 REV: II -09 -II GUARDRAIL -005_A SCALE: 1" = 1'-0" 5-1.4 REV: 03-24-11 VENT -010_A SCALE: NONE 6UTTE'V[ LOI E FSERVICES - R Vl, VWE`D FOR CC; ECC>>'JWI.IANCE� DA?E � Z � BY NOTE: Whole -building ventilation requirements (From ASHRAE 62,2) LVL BEAM - NAIL TOP PLATE TO VERTICAL 2 x WITH (3) ILd BOX (0.135) NAILS AT LEAST ONE MECHANICAL VENTILATION SYSTEM IN THE BUILDING MUST BE 4-0,-0, SEE DRAWINGS DESIGNATED FOR USE IN COMPLIANCE WITH THE WHOLE -BUILDING VENTILATION ** REFER TO DRAWINGS FOR SPACING OF NAILS. REQUIREMENT. ALTERNATIVELY. THE SUM OF THE RATED AIRFLOWS FROM MULTIPLE FANS CAN BE UTILIZED TO MEET THE REQUIRED WHOLE -BUILDING EN VENTILATION AIRFLOW. THE SYSTEMS) MUST DELIVER CONTINUOUS VENTILATION SEE PLAN 2 x 4 HANGERS AT AIRFLOW AT A RATE GREATER THAN OR EQUAL TO THE RATE SPECIFIED 1N ------- - 4-ILd NAILS EQUATION 4.Ia, AND FAN SONE RATINGS MUST NOT EXCEED I.O. FOR DWELLING r/ EAND EACHEND OCCUPANT DENSITIES KNOWN TO BE GREATER THAN (Nbr A), TH% RATE SHALL BE INCREASED BY TSCFM FOR EACH ADDITIONAL PERSON. SW -4, TYP nILd NAILS AT s rl IL' O/C - INTO (EQ. 4.ta) BLOCKING BELOW Qfaa = O.OIA floor + 1.5(Nbr + D *CSIG STRAP TOP PLATE m EN EN E -I'-G' I R -CONTROL WOOD OW SCREWS O W O/C - WHERE:TF � UNLESS OTHERWISE NOTED ON DRAWINGS A -CONDITIONED FLOOR AREA, FT2 tl�' ** SEE PLAN C Nbr - NUMBER OF BEDROOMS, NOT TO BE LESS THAN I SEE PLAN A35 AT SIP WALL PANEL - Oran = VENTILATION AIR REQUIREMENT - FAN FLOW RATE (CFH) '-------------- 24' O/C SEE DRAWINGS EQ. q.l CALCULATION: 23 R -CONTROL DO -ALL -PLY Arjo - 14825F Nbr - I Ota,, = 30 CFM 0 1.15" x 11.88" EN LLVL !/2' DIAMETER CONTINUOUS BEAD AT EACH FACE Local ventilation exhaust requirements (From ASHRAE 62,2) 2 x BLOCKINGJ END LENGTH LVL JOIST BLOCKING C14 AT 48' O/C LOCAL MECHANICAL EXHAUST FANS SHALL BE INSTALLED IN EACH KITCHEN AND n BATHROOM ACCORDING TO THE REQUIREMENTS OF ASHRAE 42.2 THE MINIMUM LVL BLOCKING AfRFLOW RATES SHALL BE GREATER THAN OR EQUAL TO THE AMOUNT INDICATED v AT IL' O/C IN TABLE 5.1 BELOW, AND FAN SONE RATINGS MUST NOT EXCEED, B.C. n **ed BOX (0.113) NAILS NOTE: Table 5.1 Minimum intermittent local ventilation exhaust airjRow rates 2 AT BOTH SIDES OF PANEL JOINT. TYPICAL EACH APPLICATION AIRFLOW NOTES * REFER TO DETAIL 03/S-1.4 N 11 EN SIDE OF PANEL FOR STRAP INSTALLATION. L C KITCHEN 100 CFM VENTED RANGE HOOD REQUIRE FAN FLOW IS LESS THAN 5 ACH�IF EXHAUST IF THE RANGE STRAPS ARE INSTALLED HOOD IS USED FOR LOCAL EXHAUST. IT MUST ATOP WALL SHEATHING SIP TAPE OR EQUIVALENT BE VENTED TO THE OUTDOORS. **IF NOT OTHERWISE NOTED, EXTEND MRETAINING VAPOR RETARDER LOCATED STRAPS MINIMUM 48', OR FULL WIDTH I i'. AT INTERIOR OR EXTERIOR BATHROOM 50 CFM OF ADJACENT SHEARWALL, IF LESS C4 ... THAN 48' IN WIDTH. 0 0 *AIR CHANGES PER HOUR (ACH). WHICH IS DETERMINED BY MULTIPLYING THE A. lD CSIL STRAP AT PLATE BREAK VOLUME OF THE SPACE BY FIVE (5) ACH = CUBIC FEET PER HOUR, AND THEN 02 �1 DIVIDING BY LO MINUTES PER HOUR TO DETERMINE THE CUBIC FEET IPER MINUTE (CFM) Q 10 SHEAR TRANSFER of TYPICAL CORNER CONNECTIONo4 VENTILATION REQUIREMENTS STRAP DETAIL - PLATE HEIGHT CHANGE 01 9 i 5-1,4 REV: 06-03-16 DETAIL003_Alt SCALE: 1" = 1'-0" S-1.4 REV: 05-08-13 SIPS_014_B SCALE: 1-1/2" = 1'-0" S-1.4 REV: 03-24-11 VENT_OII_A SCALE: NONE S-1.4 REV: 01-13-10 STRAPPING SCALE: I" = 1'-0" LL -100_A REVISION DATE: 04 -03 -IL . ,.CR...alr A,f C:lavravclri AmhiMr+ REVISIONS BY O PLAN CHECK 01-01-13 FG 02 CLIENT REVISIO OG -03-1L FG F.G. DATE Frank M Glazewski arclaixe�t structural design PC1 Box 8066 Chico Cahf6=nia 95927 X30.894.5001 fax 530.894.8164 frank@fmgarcMtect.com - - _ ----1-- - -F_771 L.1j-]jT-_ DRAWN F.G. CHECKED F.G. DATE 0 SCALE NOTED V e-4 U U Q} W ��O S-7.4 Uo SHEETS r� am �+ 0 G O z Cq 4J Z LnU)P4 0� V - - _ ----1-- - -F_771 L.1j-]jT-_ DRAWN F.G. CHECKED F.G. DATE (tAY 2013 SCALE NOTED JOB NO. 12-051 SHEET S-7.4 OF SHEETS - - _ ----1-- - -F_771 L.1j-]jT-_ ,2)h8a -El 0 R s46