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Home My WebLink About040-210-007STATE OF CALIFORNIA OUTDOOR LIGHTING k` CEC-NRCC-LTO-01-E Revised 06/14 .��a.;< CALIFORNIA ENERGY COMMISSION' CERTIFICATE OF COMPLIANCE NRCC-LTO-01 E Outdoor Lighting (Rage 2 of 4) Pr.;ect Name: Durham Cafe Date rrerarevl: 10/1512014 Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the cutoff requirements in §130.2(b) Name or Symbol I Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance 0 0: W z W 4 Area Wattage Allowance (AWA) w Fail 000000011000001:100000 A B rf u Y E F , ^ H System Name 0 _Z z Q C i'i• Q J D + G + H zJ 0.600 O NU UCO �o u LLQ Ov W I' - HTG. PEAK <m June 2014 (~n O 0 0: W z W 4 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES Area Wattage Allowance (AWA) w Fail 000000011000001:100000 A B w u Y E F Ur�v H System Name 0 d z Q C i'i• Q J D + G + H N Cz 0.600 =g NU IL v �o u COIL CFM Ov E HTG. PEAK ZJw �0 O � z Output per System •D n �O6 u ` U U. Q OW Fu L (0 p 3a a E u' .o Output Otuh/s ft 43.9 I.z =0W 0 LL a < Lu v O '' 11176 403 20,745 Total Output Dtuh) 61,900 u U0 -°O u $ 6,413 0 Total Output ons 5.2 01 0 Total Output (Istuh/s ft) 46.1 U Total Output (s ft/Ton) 260.5 46,158 41,514 o O u L1 v CFM per System Pass 0❑a00000000130000000 N Airflow (cfm) 2,000 5 Ton Package Unit 54,806 1,510 V ,V, n O TOTAL Airflow cfm/s ft) 1.49 841 Airflow (cfm/Ton) 387.7 " r• - a E u a Outside Air %) 20.2% Total Adjusted System Output 54,806 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1,510 59,000 Jul 4 PM Jan 1 AM Outside Air cfm/sqft) 0.30 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 22 F o u u Of - Outside Air IL -i N t` U U u c w- ut O AL 2,000 cfm a o- 80011 101 _ -... 70 of 70'F :6 n V u -- v In Cl) COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 79 E3'F 41524F. G4/52IF u O Q E V Outside Air X BUG Rating Cooling Coil Supply Fan 54.152 OF 0, cfm 2,00 47.8% _ 001W WS1.1 7., r:;vC : ^ 4. 1 i :- ........................... 74�r'6; OF ........................ .t. k k :.. e 4 ik ' EnergyPro 6.3 by EnergySoff User Number 4997 RunCode: 2014.10-15T15:32:36 ID, QS 'i t v �' c " U co t 0 u Y o M. V O U M � � 1.0 \ �3 - o CO u M u u v u 3 w o ° n E n C U Q O C� N c n w u v u V < i 3 N $ C ++ o. u L U 3 n V O E A N y o o u o o c E v ii i Bio _ m o = c N Q Y `u - w C a u c N c i QD rn CL H L V a 3 v N C i, ,i ^ ^ U)R r ` CO C .n v O n N E A 9D c o P m 2 6 u u CD u w s y a. c o u u r o a o 'a v u u 3 -C 0 O u u c = r c M U> 3 0 O o u n w s w V U O` .O aV+ i u p E C u . v . U c 0- M CL o 10 0 LL CSS s E 2 "' E IW 0 V u " uu u E u n` y CEJ a , O ; .0n o n '^ IV a u C- T A _U Y u Q 121- " u 0u u C" V •' l -0 ,V ILAU W w :Z z - v u u 4, ^ 0 n c u r - Total Installed a� N " 00 0 .� " u c 0 a=- c'Q� V U u a) a) a�j (.fl y"- E a c u� 0 0 o u U- Watts in this area U U O` O V U a) U co C �S > 07 U w E u y to 1. u t = (C x E 04 7 u Y " a" Y" = i s.- E � M z 0 C C LU 0 r- Q ° 0. 0 f co c3 U W LU o O D O O c7 U c o •- c Y U -0 0 U :" u c c O LU Vc W O W '� (Q C13 Number of H Inw C .ry rn ?_ 'L' A in u" u 0 u u" u u a " (,. >. o 0- CL b <-- -C U Z 0 J a •N Qr v u 0 c vi W Luminaires 2 0 F- 0 E a H U Q 0 � u v A �• < v O c -" Ew ?� u yuj u O UJ SG H c u v v 0 a u Q u c n u a k v-� c E o Es W V N $ v According to ❑ ❑ ❑ 130000013000000130 c o o 'c o i� E Z ❑CL Q U u C 5130.0(c) Z O N C n Q O U Y V u U E z 0 2• w n _u u u n c V •V W ~ t�� ` Z C V U �O .G y _V u - U U E •tn U C V V O • �- ate• G E O O _F -vt- t0 1 3 3 ncA. - c' n U E -. 3 > H •• Lai L CEC Default 0 ❑ ❑ 000 ❑ ❑ ❑ 0000000 ❑ ❑ ❑ LOU Z = from NAB J W Q Z 0 Watts per z W Luminaire p C �r r. W �` � C'eA. • ,,.�y f+ _ LL t�7Aj. o N U 75 W .0 { E LL � �i � .ii c i. 4 Z 0 �. U L U co O N 0 ` p I STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES ,Kt - c:) O 0 v Area Wattage Allowance (AWA) w Initial Wattage Allowance (IWA) " A B w u Y E F Ur�v H System Name 0 d z Q C i'i• Q J D + G + H N Cz 0.600 =g NU IL v LU COIL CFM Ov E HTG. PEAK ZJw �0 O � z Output per System ,Kt - c:) O 0 v Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Initial Wattage Allowance (IWA) " A B w u Y E F Ur�v H System Name Name of area Illuminated AWA Per AWA (11 x C) Hardscape Area Square Foot Pedestrian Hardscape 336 0.090 30 Z o z Q LWA (E x F i'i• 4. The building design features or ssystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance D + G + H N Cz 0.600 =g 770 U LU COIL CFM Ov E HTG. PEAK ZJw �0 O O r C w Output per System •D n �O6 u ` U U. Q OW Fu L (0 p 3a a E u' .o Output Otuh/s ft 43.9 I.z =0W 0 Cooling System < Lu v O '' CEC-NRCC-LTO-03-E Revised 06/14 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION �` NRCC-LTO-03-E Outdoor Lighting Power Allowances CC -L 1 0 4) Pelee` Name: Durham Cafe Date rreaared. 10!15/2014 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMIMARY 1. General Hardscape Lighting Power Allowance (Site Total from Secttion i of NRCC-LTO-03-E) 11.841 2. Additional Specific "use it or lose it" Lighting Power Allowances lisited in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LTO-03-E. PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 0 + 0 + 0 + 0 = 2 0 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) 13-841 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Initial Wattage Allowance (IWA) Total General Hardscape Lighting Allowance A B C u Y E F G H System Name Name of area Illuminated AWA Per AWA (11 x C) Hardscape Area Square Foot Pedestrian Hardscape 336 0.090 30 Perimeter Length of General Hardscape LPA per Linear Foot LWA (E x F IWA (Watts) 4. The building design features or ssystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance D + G + H Y U V ul U O u 0.600 41 770 841 1 COIL CFM COOLING PEAK COIL HTG. PEAK Heating System Sensible u H C Q EU Sensible Output per System 59,000 Total Room Loads 1,553 Return Vented Lighting Return Air Ducts Return Fan Ventilation 403 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 33,537 5,537 1,086 20,769 Total Output (stuh) 59,000 0 Fu L (0 p 3a a E u' .o Output Otuh/s ft 43.9 0 0 Cooling System 0 0 Output per System 61.900 11,621 11176 403 20,745 Total Output Dtuh) 61,900 u U0 -°O u $ 6,413 0 Total Output ons 5.2 01 0 Total Output (Istuh/s ft) 46.1 U Total Output (s ft/Ton) 260.5 46,158 41,514 o O u L1 v CFM per System 2,000 HVAC EQUIPMENT SELECTION N Airflow (cfm) 2,000 5 Ton Package Unit 54,806 1,510 V ,V, n O TOTAL Airflow cfm/s ft) 1.49 841 Airflow (cfm/Ton) 387.7 " r• - a E u a Outside Air %) 20.2% Total Adjusted System Output 54,806 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1,510 59,000 Jul 4 PM Jan 1 AM Outside Air cfm/sqft) 0.30 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 22 F o u u Of - Outside Air IL -i 403 cfm U U u c w- ut O AL 2,000 cfm a o- 80011 101 _ -... 70 of 70'F :6 n V u -- v In Cl) COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 79 E3'F 41524F. G4/52IF u O Q E V Outside Air .' 403 cfm Cooling Coil Supply Fan 54.152 OF 0, cfm 2,00 47.8% _ 001W WS1.1 7., r:;vC : ^ 4. 1 i :- ........................... 74�r'6; OF ........................ .t. k k :.. e 4 ik ' EnergyPro 6.3 by EnergySoff User Number 4997 RunCode: 2014.10-15T15:32:36 ID, QS 'i t v �' c " co t 0 u Y o M. V O U M � 1.0 \ �3 - o CO u u v u 3 w o ° n C U Q O C� N c n w u V 3 0 O o u n w s V U O` .O aV+ a C u p c u c u . v . U c 0- M CL > �- E 2 "' V u " uu u E u a , O ; .0n o n '^ IV u C- T A _U Y u Q " u 0u u C" V •' l -0 - v u u 4, ^ 0 n c u r - a� N " 00 0 .� " u c 0 a=- c'Q� V U u a) a) a�j (.fl y"- E a c u� 0 0 o u U U O` O V U a) U co C �S > 07 U w E u y to 1. u t = CV U')c4 7 u Y " a" Y" = i s.- E � M z 0 C C LU 0 Q ° 0. 0 f co c3 U W LU o O D O O c7 U c o •- c Y U -0 0 U :" u c c O LU Vc W O W '� (Q C13 H Inw C .ry rn ?_ 'L' A in u" u 0 u u" u u a " (,. >. o 0- CL b <-- -C U Z 0 H a •N Qr v u 0 c vi 2 0 F- 0 E a H U N � u v < v O c -" Ew ?� u yuj u Q C MO O C U '4t) H c u v v 0 a u Q u c n u a k v-� c E o Es = r c o o 'c o i� E Z 3 Q `u u uo " a O v Y yr u n ci z y Z O N C n Q O U Y V u U E z 0 2• w n _u u u n c V •V W ~ t�� ` Z C V U �O .G y _V u - U U E •tn U C V V O • �. V O O _F -vt- t0 1 3 3 ncA. - c' n U E -. E -• > H •• CEC-NRCC-LTO-03-E Revised 06/14 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION �` NRCC-LTO-03-E Outdoor Lighting Power Allowances CC -L 1 0 4) Pelee` Name: Durham Cafe Date rreaared. 10!15/2014 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMIMARY 1. General Hardscape Lighting Power Allowance (Site Total from Secttion i of NRCC-LTO-03-E) 11.841 2. Additional Specific "use it or lose it" Lighting Power Allowances lisited in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LTO-03-E. PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 0 + 0 + 0 + 0 = 2 0 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) 13-841 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Initial Wattage Allowance (IWA) Total General Hardscape Lighting Allowance A B C D E F G H System Name Name of area Illuminated AWA Per AWA (11 x C) Hardscape Area Square Foot Pedestrian Hardscape 336 0.090 30 Perimeter Length of General Hardscape LPA per Linear Foot LWA (E x F IWA (Watts) 4. The building design features or ssystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance D + G + H 68 0.600 41 770 841 1 COIL CFM COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 59,000 Total Room Loads 1,553 Return Vented Lighting Return Air Ducts Return Fan Ventilation 403 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 33,537 5,537 1,086 20,769 Total Output (stuh) 59,000 0 Fu L (0 p 4 M 00 Output Otuh/s ft 43.9 0 0 Cooling System 0 0 Output per System 61.900 11,621 11176 403 20,745 Total Output Dtuh) 61,900 0 6,413 0 Total Output ons 5.2 01 0 Total Output (Istuh/s ft) 46.1 U Total Output (s ft/Ton) 260.5 46,158 41,514 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION N Airflow (cfm) 2,000 5 Ton Package Unit 54,806 1,510 TOTAL Airflow cfm/s ft) 1.49 841 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 1. 1 certify that this Certificate of Clompliance documentation is accurate and complete. Project Name Author Signature: Company: Donna 1Wallace Durham Cafe AJdress: 399 E. f9th Avenue Date City/State/Zip: Chico, CCA 95926 Phone: 530-893-4982 10/15/2014 System Name 1. The information provided on thi;is Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of Ithe Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance System -1 3. The energy features and perforrrnance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Floor Area 4. The building design features or ssystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculattions, plans and specifications submitted to the enforcement agency for approval with this building permit application. 1,344 ENGINEERING CHECKS SYSTEM LOAD Responsible Designer Name: Paul Lleberum Number of Systems 1 COIL CFM COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 59,000 Total Room Loads 1,553 Return Vented Lighting Return Air Ducts Return Fan Ventilation 403 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 33,537 5,537 1,086 20,769 Total Output (stuh) 59,000 0 Fu L (0 p 4 M 00 Output Otuh/s ft 43.9 0 0 Cooling System 0 0 Output per System 61.900 11,621 11176 403 20,745 Total Output Dtuh) 61,900 0 6,413 0 Total Output ons 5.2 01 0 Total Output (Istuh/s ft) 46.1 U Total Output (s ft/Ton) 260.5 46,158 41,514 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION N Airflow (cfm) 2,000 5 Ton Package Unit 54,806 1,510 59,000 Airflow cfm/s ft) 1.49 Airflow (cfm/Ton) 387.7 Outside Air %) 20.2% Total Adjusted System Output 54,806 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1,510 59,000 Jul 4 PM Jan 1 AM Outside Air cfm/sqft) 0.30 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 22 F 60 OF 88 IF ^r, - Outside Air IL -i 403 cfm Heating Coil Supply Far: AL 2,000 cfm a o- 80011 101 _ -... 70 of 70'F k COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 79 E3'F 41524F. G4/52IF Outside Air .' 403 cfm Cooling Coil Supply Fan 54.152 OF 0, cfm 2,00 47.8% _ 001W WS1.1 7., r:;vC : ^ 4. 1 i :- ........................... 74�r'6; OF ........................ .t. k k :.. e 4 ik ' EnergyPro 6.3 by EnergySoff User Number 4997 RunCode: 2014.10-15T15:32:36 ID, Page 20 of 20 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES "M VRCC-LTO-03-E (Revised 06114) ITIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION 1 NRCC-LTO- door Lighting Power AllowancC es (Pale 4 C .t Name: Durham Cafe Daterrerared: 10/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Clompliance documentation is accurate and complete. Documentation Author Name:Documentation Donna 1Wallace Author Signature: Company: Donna 1Wallace Signature Date: 10/15/2014 AJdress: 399 E. f9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/Zip: Chico, CCA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under pentalty of perjury, under the laws of the State of California: 1. The information provided on thi;is Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of Ithe Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and perforrrnance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the reqwirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or ssystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculattions, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure su a that aom c pleted si€Rned copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all appfiicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building (owner at occupancy. Responsible Designer Name: Paul Lleberum Responsible Designer Signature: p Company: Paul Lieberum Architect©, Date Signed: _ Address: 1836 Salem -- ------_..--- - License: - - _.----- --------------- PhO0G1 530-894-4035 -------- - City/State/zip: Chico, CIA 95926 June 2014 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance %) ITE COUNTY 3UILDING DIVISION APPROVED June 2014 F. DATE BY No. Ai 10/13/14 MMR V z zQ U h+i rT, C4 DU a �w I V z 00 O CV 00 M CI) U) LO c E .D -;t y� T N Fu L (0 p 4 M 00 w -`�- U Q aLID 00 co 0 � U N h+l VO V z zQ h+i rT, C4 DU a �w I z O V I I^t 00 M Q 0 N VO �U W I 7W z O W� W� U H U MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET G�'3 A"'C"' � PAUL A. LIE E o. C-25999 it EXP. 05-31-15 �� Op CALIFO/ r B14 oyo- a.lo-oaf Cn W H Cn <JQ OZJ U Q OUJ = H 4 N W a w N r'r1 Storage Tank 10 Gallon Elec. 2. O 0 3. r z 1 4. 0 0 o VI � 1 a5 r es o_ 3 LL C lA. ZV E. Pilot Energy: u 9. � i � m < ap 11. � GQ d c u ! 13, 1 Exterior Insulation on Supplemental Storage: ❑ NRCI-PLI-22-H n o ° O iCn DDC) (CFM) ❑ n NRCI-STH-01-E u $ s~ u CL G ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑... ❑ N V V w ° L a u n z > E Z (20% DDC, N/A v Bxo O n u T T 0 w 3 c U > ° NON -DDC) E c u V E ON x � � Y i rs a Q v n IE_ °i U: O u n u u c e c r 3 0 O E E o 7 C O u M 0- u, c v+ (j0 o. C v o 3 O .n E 00000000131113i00001 LL Z C 0C"I Z a rci O < n 2 3 O. `6 w Y O c V CL - i- - o c C n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -UL'• a O 0 v C .v... ° Z Z - LIEd U E L vw = v (J A E M N Y E +W I 0 Br: U V w V U N LJ Lo `o v' CW c --- -O I v 3 b u `o O ,J v n J9 O c v a- o PRIMARYCOOLING . E l a M u N •� $ Cr u u o `q EVCCO 0. £ < 3 c u 3 o (SOX DOC,30X 41-0 U c R o O 0 r W NON -DDC) N C. 'C Z Ni 916I o C L (CFM) ° "u l U N N L < ka u ac N< V° u; u E O -2O LLB °=a� i., u 13 13 ❑ 13 13 ❑ ❑ ❑ ' g c - n o u 2 u in 3^ REO'D VENT °ice; IEoi Ln CL o u v a L 0 O v 2 tri AIRFLOW N `n a m R y V o.. ...I o E i IL LL u ° u U u L r S E � o E (CFM) to III 3 M _ O i •`Y 4, ,� < u =• O. U u v i O w n- a p 2' '-' ir to � u U c i Z v o a IN F 0 3 0 L E Ou < w 0 aJ E 0, ------ u CL c ---- 0 to ) u +� u I a p I •; i co a N I I a n Yvv r y Y n Y O V di rr O U U M 0 -Ln a o ? ❑ O E (C1 O u o n V) CFM PER PERSON = o c U n ao n „° £ ° oC3 '= E �' «s. u .,U,, D E Iu ^'t u v+ a+ Uw u �• fm y QYu v `o V �OO;`OI y u u 73 f\ ', C Y QI c E c £ � V E 4, 0 G ^' < o c O c E m, E o O U. o Ii SW TI LL O v Os=.. O• V O a > Y NO V> I .O.'I i i r C u ~Q V O U i lu -0�U i.l Cu a L o! I E i O O ; O ro t`"n yVEru0 Gi +•' 0 13 0 13 13 13 13 0 13 = � O. V LL YLu macu COp u< 3 o E -6oO a C? t u a u t i o 0 ti O V < 5 , o` O o MIN CFM PER AREA i to Eu O C i -° < E p l u V 4 E 'b'C tM oo iw I j w3 a, esu c .� CONDI-TIONED • i tr7 EC f a, u u uoo 3 ��« a N : V'(I c V E E N U ro 0 I i a cN c -a! �C?i r. uo u E `u E a n �t 3 E c a IL E a u E o C O V r yqu C:..o fU;pl Cr o a u a .^'+ v o v c uL aU c o t Q U n a x n u !� O 13 13 13 13 13 13 13 O w t,i a •a'C+ _V C rn u c a o u u E U O u O N `-^ Y y t E U a u< C pu �, C Z •`-' c u u u o. u u u f0 u u E rou ,C C a t' i o 'O n N Y C C .Q E w U C U u Y W c N < r. n W + t C n O -pct N u N n .n O_ u co o u u -- C. =jLO a CL u Opr I iNL x 45 v z a c o r H o£ o o O tA o v Lu w < G L u< p is w. N 3 ,c, E Z n O x3 o N 0* O r3 ao o O HEATING AIRFLOW r a C 0 a 5 " c a �" U N �n u Y 13 13 13 13 13 13 ❑ 13 C3OLL T a E u _ a u Q o n - -+ C u u L rB C 'u c O 0 c 0 u UJ Ld _ CL c E: c a O N u= S„ c - 4Jro y cJ u n C o Cr a= u ° m s C >, qu OD � E O LO < N u u w. C w 7 Q, c u u •Zzf a 3 p M -o L u a � cs•. c n rn s I n u o E u O IV L 41 E N DESIGN PRIMARY r Z 4V x <� o� U u lu u U W Z OW Z E '^ + COOLING AIRFLOW o a N t -0 n � 5 °n Y 0 `a o ,� 6 (CFM) Y ` o 0 u < a° c ON rr v$ C u U u o ac 5 n n � v 5 u �_ u _� N �! u U u C C N Er LA N x L C, x 0 c '3 o o u a j I i ,u, ,� v u U x W U tiu `+-- yV,CO J.up �.. 3 0 U M o b `` U CA r r^ w I C (� u o u 41 u N c 6 l -; W V u o rcc G a+ H U o 0 •0 ib n u -C Y W 0 o u s i C I ' O U H E °- '� C �' C o co o E U y V .� u N .N u N N O Q L o ? O l.. - 3 M C, o u 3 c 6 I LU C a In a S r U r LU L C Cr r O Lr) i ' C au a r W .� ash �:, w N r'r1 Storage Tank 10 Gallon Elec. 2. O 0 3. r z 1 4. 0 0 o W 1 a5 r es o_ 3 LL C lA. ZV E. Pilot Energy: u 9. � i � m Exterior Insulation On Water Heater: ap 11. � GQ d c u ! 13, 1 Exterior Insulation on Supplemental Storage: ❑ NRCI-PLI-22-H n a ° O DDC) (CFM) ❑ n NRCI-STH-01-E u $ s~ u CL IL v CD C u r. - O C1 n ° L a u n z > E Z (20% DDC, N/A v Bxo O n T 0 w 3 c U > ° NON -DDC) E c u ° v E :c i rs a Q v n IE_ °i U: O c ❑❑❑❑❑ 3 0 O E E o 7 C O u M 0- u, c v+ (j0 o. c O O .n E 00000000131113i00001 LL Z C 0C"I u O. `6 w Y O c V CL - i- - u A 00 tui 000000000 >3 MAXIMUM REHEAT O O ° Z Z - LIEd A < = v (J A E M N Y E +W I 0 Br: N LJ Lo `o v' W c --- -O I v 3 O n v u c v n J9 O c v a- o PRIMARYCOOLING l a M u N •� $ Cr AIR `q EVCCO 0. £ < 3 c u 3 o (SOX DOC,30X 41-0 U c R o O r W NON -DDC) N C. 'C Z Ni 916I o C L (CFM) C u; u E O -2O LLB a i., u y M Z r0 c �,• 3 o y c ' g c - n o u 2 u in 3^ REO'D VENT °ice; IEoi Ln CL o I v ': ' LL O v 2 tri AIRFLOW N `n a m R y D o.. ...I o E i IL LL u U u L r S E � o E (CFM) to III 3 _ O i •`Y 4, ,� < u =• O. U u v i O w n- a p 2' '-' ir to � i Z v o a IN F 0 3 0 L E Ou < w 0 aJ E 0, ------ u ---- 0 to ) u +� u I a p I •; i I I a n Yvv r y Y n Y O V di i EC y E C1 O .�+ O t_4 CSu io16- -0 I O u E£ oo c -- °- c v, u V o Z O E (C1 O u R x i I CFM PER PERSON = o c U O '= E �' «s. u .,U,, D E Iu ^'t u ° a+ Uw u �• nu QYu v `o V �OO;`OI f\ ', C Y QI E 4, 0 G ^' < o c O c E m, E o O U. o Ii SW TI LL O v a NO V> I .O.'I i i r _J IL A O b c� i lu -0�U i.l Cu a L o! I E i O O ; O ro t`"n yVEru0 Gi +•' 0 `.'_ , Ciu w LL YLu macu COp u< 3 o E -6oO a C? i i o 0 ti O V < 5 , o` O o MIN CFM PER AREA i to Eu C i -° < 'c 3 0 `u a U° u "2 'O U 'b'C tM oo iw I j y o CONDI-TIONED • i tr7 EC f a, u u uoo 3 ��« a N : V'(I c V �.tu p U ro 0 I i a cN c -a! �C?i r. uo u E `u E a n �t 3 E c a IL E a u E o V r yqu C:..o fU;pl uL aU c o t Q U 12 u Y '^ c O 'C w > AfRFLOW (CFM) c LL O L c rN c 1`5 u `-^ Y y t E U a u< C pu �, C Z •`-' c u u u o. u u u f0 u u E rou ,C C a u i rb rq 'O n N Y C C .Q E w U C U u Y i3 N n W + t C n O -pct N u N n .n O_ -- C. =jLO a CL u Opr I iNL x 45 o r I F h E O tA o v Lu w < 3 ,c, E Z n O x3 o N 0* O r3 ao o O HEATING AIRFLOW 3 ., u Z CL .. s u i O Vu U Lu'3uO -0 u (CFM) T u - c •- n - -+ C u u L rB C 'u c O 0 c 0 u u L u ! v rn +J 4Jro y cJ u n C o Ot --+ s C >, qu OD � E O LO U. r ° x° C w i Q, c u u •Zzf a 3 p M -o a rn s I n u o E u O IV L 41 E N DESIGN PRIMARY r Z 4V x <� W Z OW Z E '^ + COOLING AIRFLOW o a N � o `a o ,� 6 (CFM) Y ` o 0 o ai E n n � v 5 u �_ u _� N �! u U u C C N Er LA N x L C, x 0 c '3 o o u 3 j I i ,u, ,� v u U x W U tiu `+-- yV,CO co J r r r^ w I C (� u C O 53 c U N l -; W o 0 •0 ib n o -C Y W 0 o u s 'U O n ° �' C o co o E o L o ? 3 M C, o u 3 c 6 I 3 u u i ' C au a r O U n n v O p C +L O C u 0 C c u c a o 0 v _u n c IU v O n c V Cir ro OU u .` O 0 O. O 0 z v O r '3 `c4 u t ` yl .0 u rCC3 .--I c o ut c u •� c a c u u O b c u u v L- U.C c� t a p-0 Z F!1 W r. u Z c a u c tu, s_ +J I c u u >, u L a E ° y r o o p c u a u u r0 u g u L r. o -,:i u " (L N I ti U1 o a c n u a at_.. c o cs G O t n O n 0 u o C O£ a_0 a _ .5 o CL 51 acs v u v N rE_= , 0 av•J , CYI r E i uU ,cu «Lac c+ O U) EI LU n :3 o O L O U y -t, J t 7 B ` x >UCEu •r vO c ° ? fl n O Z \DuOO N Y u o U A C •D edE 0 in E Q V n i u C to V - A W L () ----- Y Q Y u 5 u n o c o c E E u" w s-rn Q (j O u 3 o C7 0 E t, a >C ; U u s o ILL.- ° u v C Wi Cr R Z. C U c0 n -p o a to rn c L rf rs i ! O u O u u U rs u C L > s E a Q to .0 o O o c _u ' V v C Q tz C v 0 rV V nn rn u Cb r0 I '� S X u u c u M U a c F- o c C c n ° 4 °y ti s t W E m CL u -_ N c_ I 0 u n v o - O A E. Z i 7 u r{ r ed x r+ G Cyp LYO L c cUj I I i r - } - aci L O - •A Z W o U -i W :J yr O trr Q S < < Ur t• O F- E < _JJ t• Y C rf U CL � ' Z Z U) Z o Z Z Z Z Z Z _JZ a LO to N W W r N C } d F- o } } iY u ! ; } U. z } i o o w c �• i 4 Q z c U 0 W Z, W a �. O J I I _i "" -- Z O QO I E I J V O N a) r Ot rp u C Cr t U. J i V' 1 _ U z � Lu J W rn F� r #- < r is i i0.I t- n a <� C J ! ?� 3: I� J Z is I ZZ Lull c ty 1 U') rt• O LO CD 0 J H Z v Z P 2 0 O J w C .r U 0 Z VJ 'D 44U Z u CL U H o `° E <_=o LL � W J 4 O C r L LU LL O U U E 00 `oz u .� ash �:, w N r'r1 Storage Tank 10 Gallon Elec. 2. O 0 3. Water Heater System Type: 1 4. 0 0 J W 1 a5 r es o_ 3 LL C lA. ZV E. rt• O LO CD 0 J H Z v Z P 2 0 O J w C .r U 0 Z VJ 'D 44U Z u CL U H o `° E <_=o LL � W J 4 O C r L LU LL O U U E 00 `oz u Y 0 0 N u STATE OF CALIFORNIA` HVAC SYSTEM REQUIREMENTS EC-NRCC-MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) R.Iat Name: Durham Cafe 75at Prepare/: 10115/2.014 Equipment Tags and System Description System -1 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(2) 80 AFUE Cooling Equipment Efficiency3 110.1 or 110.2(a) 13 SEER HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Setback Furnace Standby Loss Control 110.2(d) N/A Low leakage AHUs 110.2(f) N/A Ventilation 120.1(b) 511 Demand Control Ventilations 120.1(c)4 N/A Occupant Sensor Ventilation Control 120.1(c)5, 120.2(e)3 N/A Shutoff and Reset Controls' 120.2(e) Setback Outdoor Air and Exhaust Damper Control 120.2(f) Yes Isolation Zones 120.2(8) N/A Automatic Demand Shed Controls 120.2(h) N/A Economizer FDD 120.2(1) N/A Duct Insulation 120.4 R-8 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) Y Y/N Y/N Y/N 140.4(a&b) Supply Fan Pressure Control 140.4(c) N/A Simultaneous Heat/CooIR 140.4(d) Constant Volume Economizer 140.4(e) N/A Heat and Cool Air Supply Reset 140.4(f) N/A Electric Resistance Heating' 140.4(8) N/A Duct Leakage Sealing and Testing. 10 140.4(1) N/A Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tog, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part -load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. 4. Identify where the ventilation requirements are documented for each central HVACsystem. include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH -03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). S. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH -03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH -04-A form must be submitted. CA luilding Energy Efficiency Standards -2013 Nonresidential Compliance June.2014 STATE OF CALIFORNIA WATER HEATING GENERAL INFORMATION CEC-NRCC-PLD-01-E (Revised 06/14) CERTIFICATE OF COMPLIANCE Water Heating System General Information Project Name: urhism Cafe W W Z Z O J l - Z W `a Z �Z U Q LL0 W ttIIIIlU F C rn L ~ COM -PLIES Water Heater System Name: Storage Tank 10 Gallon Elec. 2. C Non -Central 3. Water Heater System Type: 1 4. Building Type: ` y C4 n N u V 1 (larger of M or R, Central DHW Distribution Type: C 7. LL C lA. Standard E. Pilot Energy: u 9. � i � m Exterior Insulation On Water Heater: ap 11. � Certificate of Installation, required on HERS verified central systems in high-rise r zs c u 13, 1 Exterior Insulation on Supplemental Storage: ❑ NRCI-PLI-22-H n a ° O DDC) (CFM) ❑ ❑ NRCI-STH-01-E u s~ u CL v CD C u r. - n ° L i u > E Z (20% DDC, N/A v Q O n T w 3 c U > ° NON -DDC) E c u ° v E :c i rs Q v n O c ❑❑❑❑❑ 3 0 O E E o 7 C O u M 0- u, c v+ (j0 o. c O O .n E 00000000131113i00001 C 0C"I u O. `6 w Y O c V CL - i- - u A 00 tui 000000000 >3 MAXIMUM REHEAT O O u 7 A Z Z - LIEd A < v (J A E M N Y E U .i 0 Br: N LJ Lo `o v' --- -O O 0 3 O n v u c v n O c v a- o PRIMARYCOOLING M u N •� $ Cr AIR `q EVCCO 0. £ < 3 c u 3 o (SOX DOC,30X U c R o O r NON -DDC) N C. 'C , o C L (CFM) C 0) u E O -2O LLB a i., u y M Z r0 c �,• 3 o C5 r, ' g u u o u 2 u in 3^ REO'D VENT I i Ln CL o I v ': ' LL O v 2 tri AIRFLOW `n R y D E i y LL u U u L r S E � o E (CFM) to III 3 i •`Y 4, ,� < u =• O. U u v i O w n- a p 2' '-' ir to � i 3 v o a IN 0 3 0 L E Ou < w 0 aJ E 0, ------ u ---- 0 to ) u +� u I a N I n Yvv r y Y n Y O V di EC j E C1 i t_4 CSu io16- -0 I O u E£ oo c -- °- c v, u V o Z O E (15 u R x i I CFM PER PERSON uo U O '= E �' «s. u .,U,, D E Iu ^'t u ° a+ Uw u �• nu QYu v f\ ', C Y QI E 4, 0 G ^' < o c O c E m, E o O U. o LL O v a NO V> iW j I r O c4^r lu -0�U VC°w Cu I E i O O ro t`"n yVEru0 +•' `.'_ , Ciu n LL YLu macu COp u< 3 o E -6oO a C? i i o 0 ti O V < 5 , o` O o MIN CFM PER AREA i to Eu i -° < 'c 3 0 `u a U° u "2 'O 'b'C tM oo CONDI-TIONED O tr7 EC f a, u u uoo 3 ��« a N : V>Lrs O . c V �.tu p U ro 0 I cN r. uo u E `u E a n �t 3 E c a IL E a u E o V r yqu I � uL aU c o t Q U u Y '^ c O 'C w > AfRFLOW (CFM) c LL O L c rN c 1`5 u `-^ Y y t E U a u< C pu �, C Z •`-' c u u u o. u u u f0 u u E rou ,C C a u v E 'O n N Y C C .Q E w U C U u Y i3 N n t C n O -pct Q• u O n .n O_ a CL u Opr I iNL x 45 a us.aV CL L • o CN COC 'n v f o f E O tA o v Lu w < 3 ,c, E -0 n O x3 o N 0* O r3 ao o O HEATING AIRFLOW 3 ., u Z CL s u i O Vu U Lu'3uO -0 u (CFM) T u - c •- n - -+ C u u L rB C 'u c O 0 c 0 u u L u ! v rn +J 4Jro y cJ u n C o Ot --+ s C >, qu OD � E O LO U. r ° x° C w i Q, c u u •Zzf a 3 p M -o a rn s 3 n u o E O IV L 41 E N DESIGN PRIMARY Z 4V W Z OW Z N '^ + COOLING AIRFLOW o a � o `a o ,� 6 (CFM) Y ` o 0 o ai E n n � v 5 u �_ u _� N �! u U u C C N Er LA N x L C, x 0 c '3 o u 3 ° I i ,u, ,� v u U x W U tiu `+-- yV,CO co J r r^ w U C (� u C O 53 -; o 0 •0 o -C Y 3 o u s Y n ° �' C o co o E o L o ? 3 M Cr v o u 3 c 6 I 3 u u au a r O U n O v O p C +L O C u C c u c a 0 0 v _u n c IU v O n c V OU u .` O 0 O. O 0 v O r '3 `c4 u t ` v .0 u rCC3 .--I c u ut c u •� c a c u u O b c u u v L- U.C c� t a p-0 Z F!1 W r. u Z c a u c tu, s_ +J I c u u >, u L a E ° y r o o p c u a u u r0 u g u L r. o -,:i u " (L N I ti C o o a c n u a at_.. c o cs G O t n O n 0 u o C O£ a_0 a _ .5 3 CL 51 acs v u v N rE_= , 0 av•J , CYI E i uU ,cu «Lac c+ O LU n :3 o O L O U -t, 0 >UCEu •r vO ? fl n O Z \DuOO N Y u o U A C •D edE 0 in E V V n V u C to V - A QJ L () n Y Q Y u 5 u o c o c E E u" w s-rn Q (j O u 3 3 E t, I U u s ILL.- ° u v C C Cr R Z. C U c0 n -p o a to rn c L rf rs i ! O u O u u U rs u C L > s E a Q to .0 o O o c _u V v C Q u n C v 0 rV V nn U rn u Y r0 + '� S X u u c u M U a n o c C c n ° o U s u E m CL u -_ N c_ c 0 u n v o - O A fi r0 i 7 u r{ t L r+ G Cyp LYO L c r - - aci L O - •A u u O u o U -i W :J yr O trr Q S < < Ur t• O F- E < _JJ t• Y C rf U Z Z Z o Z Z Z Z Z Z LO N N C } } } } } Y 0 0 N u STATE OF CALIFORNIA` HVAC SYSTEM REQUIREMENTS EC-NRCC-MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) R.Iat Name: Durham Cafe 75at Prepare/: 10115/2.014 Equipment Tags and System Description System -1 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(2) 80 AFUE Cooling Equipment Efficiency3 110.1 or 110.2(a) 13 SEER HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Setback Furnace Standby Loss Control 110.2(d) N/A Low leakage AHUs 110.2(f) N/A Ventilation 120.1(b) 511 Demand Control Ventilations 120.1(c)4 N/A Occupant Sensor Ventilation Control 120.1(c)5, 120.2(e)3 N/A Shutoff and Reset Controls' 120.2(e) Setback Outdoor Air and Exhaust Damper Control 120.2(f) Yes Isolation Zones 120.2(8) N/A Automatic Demand Shed Controls 120.2(h) N/A Economizer FDD 120.2(1) N/A Duct Insulation 120.4 R-8 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) Y Y/N Y/N Y/N 140.4(a&b) Supply Fan Pressure Control 140.4(c) N/A Simultaneous Heat/CooIR 140.4(d) Constant Volume Economizer 140.4(e) N/A Heat and Cool Air Supply Reset 140.4(f) N/A Electric Resistance Heating' 140.4(8) N/A Duct Leakage Sealing and Testing. 10 140.4(1) N/A Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tog, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part -load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. 4. Identify where the ventilation requirements are documented for each central HVACsystem. include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH -03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). S. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH -03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH -04-A form must be submitted. CA luilding Energy Efficiency Standards -2013 Nonresidential Compliance June.2014 STATE OF CALIFORNIA WATER HEATING GENERAL INFORMATION CEC-NRCC-PLD-01-E (Revised 06/14) CERTIFICATE OF COMPLIANCE Water Heating System General Information Project Name: urhism Cafe W W Z Z O J l - Z W `a Z �Z U Q LL0 W ttIIIIlU F C rn L ~ COM -PLIES Water Heater System Name: Storage Tank 10 Gallon Elec. 2. Water Heater System Configuration: Non -Central 3. Water Heater System Type: 1 4. Building Type: 0.93 C4 n N u Total Number of Water Heaters in Systems: 1 (larger of M or R, Central DHW Distribution Type: n/a 7. Dwelling Unit DHW Distribution Type: Standard E. Pilot Energy: NRCI-PLB-03-E 9. Water Heater Tank Storage Volume: i 10. Exterior Insulation On Water Heater: ap 11. Volume of Supplemental Storage: Certificate of Installation, required on HERS verified central systems in high-rise r zs Internal Insulation on Supplemental Storage: 13, 1 Exterior Insulation on Supplemental Storage: ❑ NRCI-PLI-22-H Certificate of Installation, required on HERS verified single dwelling unit systems in a DDC) (CFM) ❑ ❑ NRCI-STH-01-E Certificate of Installation, required on any solar water heating" s~ u CL F CD n ° L > E i (20% DDC, N/A v LJ O 3 c U > r NON -DDC) u L,: N U. (CFM) Q a c Y c ❑❑❑❑❑ O E E o 7 C O u (j0 W03 00000000131113i00001 C w Y O c COM -PLIES? - i- - S013A3 I a 00 000000000 u -' O n . 4m, n EL c c o > a u MAXIMUM REHEAT Z Z CFM (MAX OF MEii LIEd E M N Y E OR O) --- -O -1 I PRIMARYCOOLING u N •� $ AIR t+ - O 0. £ < 3 c u 3 r o (SOX DOC,30X 0 0 a E ? 2 $ o > NON -DDC) N C. n a U O Z u _O O N C > (CFM) i c 3 c i -0o oL�i u 3 > ate3 u E co LLB Z COM -PLIES �,• ' _ o `E Y 2 � E REO'D VENT I i CL LL 2 AIRFLOW E U N O �• c n i LL °o U u L r S E � o E (CFM) to III i •`Y 4, ,� I O u E£ oo c -- °- c v, u V o Z Y �• R x i I CFM PER PERSON it u vp '= E �' «s. u .,U,, D E Iu ^'t u ° o sus 0°`-033> ° Z � I u U q au-. C O V u° u ', NUM.OF PEOPLE E 4, 0 G ^' < o c O c E m, E o O U. LL O v u _ E ' m c N u O au C ti Q OC! o N C 1 j I c4^r is C � I i 0. u a u R u 30 .L. u O u° yr C s1 ° O O n O t`"n i u< 3 o E -6oO _ C? i ti O V < 5 , o` w MIN CFM PER AREA i i a u u c U « w't C r e s 4 c o S< z c c < 'c 3 0 `u a U° u "2 'O 'b'C tM CONDI-TIONED a, u u uoo 3 ��« a AREA �.tu p I u E `u E a n �t 3 E c a IL E a u E o r I � TRANSFER u Y '^ c O 'C w AfRFLOW (CFM) n `-^ Y y t E U a u< C pu �, C Z •`-' c u u u o. u 0- �T O u ,y n 2 U Up u u p u 'CO i3 CNTRLTYPE DDC U QO C7"100 2 u 4)OZ o u Cz2- .L YiC cnu.O,i (Y/N) a CL u Opr I iNL x a us.aV CL L • o CN COC 'n v f o f E Lu O x3 o N 0* O r3 ao Z O HEATING AIRFLOW Z £ u i O Vu U Lu'3uO -0 (CFM) 0 f rv0DESIGN tu Q a.�a• n nr.o>t i ! y cJ u X 3 642 3 u2 3 DESIGN PRIMARY U. r ° x° C w i DEAD -BANG Q, a c a o 0 0 o£« o E !=• o? AIRFLOW (CFM) N DESIGN PRIMARY Z OW Z tui N u N C E O C E O C v u u^< E c v E E E E E '^ r COOLING AIRFLOW -u0 'y E ±" c ,� O° O C= o C O E E E v E £ U o (CFM) l u n n � v 5 u �_ u _� N �! u U u C C N Er LA N x L C, x 0 G rooi� I i < x W ZONE/ SYSTEM/ tiu `+-- co J r > -di L1 w LL = Z O r: d r2 Vi H VAV BOX TAG (� I -; o I i � W rCC3 U.C c� Z F!1 W Z I i po E I " (L N I , CYI LU n i _J rJ� r E F V 42 (W. u Z Z U. < E .' n Q (j O :r7 N I ILL.- ° o V Z. C U c0 W i ! > > < Q W .0 o O o Z Q N i i I X W S X U I Lu C3 Y 0 0 N u STATE OF CALIFORNIA` HVAC SYSTEM REQUIREMENTS EC-NRCC-MCH-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) R.Iat Name: Durham Cafe 75at Prepare/: 10115/2.014 Equipment Tags and System Description System -1 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(2) 80 AFUE Cooling Equipment Efficiency3 110.1 or 110.2(a) 13 SEER HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Setback Furnace Standby Loss Control 110.2(d) N/A Low leakage AHUs 110.2(f) N/A Ventilation 120.1(b) 511 Demand Control Ventilations 120.1(c)4 N/A Occupant Sensor Ventilation Control 120.1(c)5, 120.2(e)3 N/A Shutoff and Reset Controls' 120.2(e) Setback Outdoor Air and Exhaust Damper Control 120.2(f) Yes Isolation Zones 120.2(8) N/A Automatic Demand Shed Controls 120.2(h) N/A Economizer FDD 120.2(1) N/A Duct Insulation 120.4 R-8 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) Y Y/N Y/N Y/N 140.4(a&b) Supply Fan Pressure Control 140.4(c) N/A Simultaneous Heat/CooIR 140.4(d) Constant Volume Economizer 140.4(e) N/A Heat and Cool Air Supply Reset 140.4(f) N/A Electric Resistance Heating' 140.4(8) N/A Duct Leakage Sealing and Testing. 10 140.4(1) N/A Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "NIA" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tog, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part -load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 201601 et seq. 4. Identify where the ventilation requirements are documented for each central HVACsystem. include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH -03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). S. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH -03-E form. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH -04-A form must be submitted. CA luilding Energy Efficiency Standards -2013 Nonresidential Compliance June.2014 STATE OF CALIFORNIA WATER HEATING GENERAL INFORMATION CEC-NRCC-PLD-01-E (Revised 06/14) CERTIFICATE OF COMPLIANCE Water Heating System General Information Project Name: urhism Cafe W W Z Z O J l - Z W `a Z �Z U Q LL0 W ttIIIIlU F C rn L STATE OF CALIFORNIA OUTDOOR LIGHTING CALIFORNIA ENERGY COMMISSION n F CEC-NRCC-LTO-01-E Revised 06/14 NRCC-PLB-01-E CERTIFICATE OF COMPLIANCE (Page 1 of 2) Outdoor Lighting Nepared: 1011512014Durham Cafe Pnject Name: A. GENERAL INFORMATION/SYSTEM INFORMATION ~ COM -PLIES Water Heater System Name: Storage Tank 10 Gallon Elec. 2. Water Heater System Configuration: Non -Central 3. Water Heater System Type: 1 4. Building Type: 0.93 C4 n N u Total Number of Water Heaters in Systems: 1 (larger of M or R, Central DHW Distribution Type: n/a 7. Dwelling Unit DHW Distribution Type: Standard E. Pilot Energy: NRCI-PLB-03-E 9. Water Heater Tank Storage Volume: 10 10. Exterior Insulation On Water Heater: N/A for NOW 11. Volume of Supplemental Storage: Certificate of Installation, required on HERS verified central systems in high-rise 12. Internal Insulation on Supplemental Storage: 13, 1 Exterior Insulation on Supplemental Storage: ❑ NRCI-PLI-22-H Certificate of Installation, required on HERS verified single dwelling unit systems in a DDC) (CFM) ❑ ❑ NRCI-STH-01-E Certificate of Installation, required on any solar water heating" s~ u CL n ° L > E (20% DDC, N/A 3 c U > r NON -DDC) u L,: N (CFM) a c Y c O E E o 7 C O u C w Y O c COM -PLIES? u -' O n . 4m, n EL c c o > a u MAXIMUM REHEAT Z ► CFM (MAX OF MEii E M N Y E OR O) N o o n Y u O PRIMARYCOOLING u N •� $ AIR £ < 3 c u 3 r o (SOX DOC,30X 0 0 a E ? 2 $ o > NON -DDC) a U O Z u _O O N C > (CFM) c 3 c i -0o oL�i u 3 > ate3 Z COM -PLIES �,• _ o `E Y 2 ,�^., n U O 0 U -C< '^ REO'D VENT 2 AIRFLOW E U N O �• c n i (MAX OF I OR L) r u L r S E � o E (CFM) to Lr7 •`Y 4, ,� < u =• O. U u v i O w n- a p 2' '-' ir to L E Ou < w 0 aJ E -� MIN CFM BYOCCU- O i rnC c a `PAT N O� r y Y n Y O V di O u E£ oo c -- °- c v, u V o Z Y �• V M u cL 5 ° Y a G ° CFM PER PERSON '= E �' «s. u .,U,, D E Iu ^'t u ° o sus 0°`-033> ° Z u U q au-. C O V u° u ', NUM.OF PEOPLE E 4, 0 G ^' < o c O c E m, E o O u _ E ' m c N u O au C ti Q OC! o N C 1 Y C Y V N E K pr) N u r- Q MIN CFM BY AREA 0. u a u R u 30 .L. u O u° yr C s1 ° O O n O u< 3 o E -6oO _ C? O V < 5 , o` w MIN CFM PER AREA Q a u u c U « w't C r e s 4 c o S< z c c < 'c 3 0 `u a U° u "2 'O 'b'C CONDI-TIONED a, u u uoo 3 ��« U AREA �.tu p u E `u E a n �t 3 E c a IL E a u E o TRANSFER u Y '^ c O 'C w AfRFLOW (CFM) `-^ Y y t E U a u< C pu �, C Z •`-' c u u u o. u 0- �T O u ,y n 2 U Up u u p u 'CO CNTRLTYPE DDC U QO C7"100 2 u 4)OZ o u Cz2- .L YiC cnu.O,i (Y/N) a CL u Opr I iNL a us.aV CL L • o CN COC 'n v f o f PRIMARY O x3 o N 0* O r3 ao Z O HEATING AIRFLOW u i O Vu U Lu'3uO -0 (CFM) 0 rv0DESIGN tu Q a.�a• n nr.o>t i u X 3 642 3 u2 3 DESIGN PRIMARY o p o p u CL c c C u C w U DEAD -BANG Q, a c a o 0 0 o£« o E !=• o? AIRFLOW (CFM) N n E c J..0 U U DESIGN PRIMARY Z OW Z tui N u N C E O C E O C v u u^< E c v E E E E E '^ r COOLING AIRFLOW -u0 'y E ±" c ,� O° O C= o C O E E E v E £ U o (CFM) n n � v 5 u �_ u _� N �! u U u C C N Er LA N x L C, x 0 G rooi� < < ZONE/ SYSTEM/ tiu `+-- > -di L1 w LL = Z O r: d r2 Vi H VAV BOX TAG (� -; STATE OF CALIFORNIA OUTDOOR LIGHTING CALIFORNIA ENERGY COMMISSION n F CEC-NRCC-LTO-01-E Revised 06/14 NRCC-PLB-01-E CERTIFICATE OF COMPLIANCE (Page 1 of 2) Outdoor Lighting Nepared: 1011512014Durham Cafe Pnject Name: A. GENERAL INFORMATION/SYSTEM INFORMATION For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual 1. Water Heater System Name: Storage Tank 10 Gallon Elec. 2. Water Heater System Configuration: Non -Central 3. Water Heater System Type: 1 4. Building Type: 0.93 5. Total Number of Water Heaters in Systems: 1 6. Central DHW Distribution Type: n/a 7. Dwelling Unit DHW Distribution Type: Standard B. WATER HEATER INFORMATION Each water heater type requires a separate form. For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual 1. Water Heater Type: Small Storage Electric 2. Fuel Type Electric Res 3. Number of Identical Water Heaters: 1 4. Efficiency: 0.93 5. Required Minimum Efficiency: 0.93 6. Standby loss percent or Standby loss total: 0.019 7. Rated Input 5,120 E. Pilot Energy: NRCI-PLB-03-E 9. Water Heater Tank Storage Volume: 10 10. Exterior Insulation On Water Heater: 0 11. Volume of Supplemental Storage: Certificate of Installation, required on HERS verified central systems in high-rise 12. Internal Insulation on Supplemental Storage: 13, 1 Exterior Insulation on Supplemental Storage: ❑ PLUMBING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require ali forms to be incorporated onto the building plans. YES NO Form/Worksheet B Title 0 ❑ NRCC-P:8-01-E Certificate of Compliance, Declaration. Required on plans for all submittals. ❑ ❑ rJRCI-PLB-01-E Certificate of Installation. Required on plans for all submittals. ❑❑ NRCI-PLB-02-E Certificate of Installation, required on central systems in high-rise residential, hotel/motel application. ❑ ❑ NRCI-PLB-03-E Certificate of Installation, required on single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ NRCI-PLB-21-H Certificate of Installation, required on HERS verified central systems in high-rise residential, hotel/motel application. 0 ❑ NRCI-PLI-22-H Certificate of Installation, required on HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ NRCI-STH-01-E Certificate of Installation, required on any solar water heating" Date Prepared: 10/15/2014 V 14 0 N u N RCC -LTO -01-E (Page 1 of 4) Project Address: 9406 Midway Durham, CA Total Illuminated Hardscape Area I 336 General Information Phase of Construction: ❑ New Construction ❑ Addition 0 Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 0 OLZ-2 0 OLZ-3 ❑ OLZ-4 I have confirmed with the AHJ which Of Z applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 LIGHTING COMPLIANCE DOCUMENTS (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. ❑ NRCC-LTO-01-E Certificate of Compliance ❑ NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance ❑ NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance Summary of Allowed Outdoor Lighting Power watts 1. TSum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 841 Complies ONLY if Installed:s Allowed 2. 1 Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LTO-01-E, page 3 72 Declaration of Required Installation Certificates - Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and s;gned.) 0 NRCI-LTO-01-E - Must be submitted for all buildings ❑ Field Inspector ID NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an ❑ Field Inspector Energy Management Control System (EMCs), to be recognized for compliance. Declaration of Required Certificates of Acceptance - Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) D NRCA-LTO-02-A - Must be submitted for outdoor lighting controls. ❑ Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 BUTTE COUNTY BUILDING DIVISION CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance APPROVED June 2014 F. DATE BY No. Ai 10/13/14 MMR Ulel' W 00 UN F-� CJ) LID cl� U) M Cq a) [r N a)C � O C0 U)00 w 00 U Lo r O W .r- z zQ I--1 ��D O O Q a U �W Z H O U V ZFool` u V 1-1 00 E 00 WOO �� U U �O U W Z V1 O I� W W N U �U l MMR CHECKED BY PL 08-13-14 SCALE AS SHOWN JOE NO. SHEET EN2 ilr EXP. 05-31-15 * \T_,OP CA1,1V_V PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF -1C Project Name Date Durham Cafe 1011512014 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 9406 Midway Durham CA Climate Zone 11 L 1,344 0 GENERAL INFORMATION Building Type: 0 Nonresidential ❑ High -Rise Residential ❑ Hotel/Model Guest Room ❑ Relocatable - indicate ❑ specific climate zone ❑ all climates ------------------------------ ------- ----- --- Phase of Construction: ❑ New Construction ❑ Addition 0 Alteration STATEMENT OF COMPLIANCE O This certificate of compliance lists the building features and specifications needed to O comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This 0.00 certificate applies only to a Building using the performance compliance approach. U The documentation author hereby certifies that the documentation is accurate and complete. u Documentation Author /1� f /� 9't //'' Name Donna Wallace Signature Ls ,. _- . C...fX..-i_, - -------------------------- - Company Donna Wallace Date 101152014 Address 399 E. 9th Avenue Phone 530-893-4.982 City/StatQ/Zip Chico, CA 95926 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110.0, 116.0 through 118.0, and 140.0 through 149.0 of Title 24, Part 6. Please check one: ENV. LTG. MECN. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to ❑ M m sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section ❑ ❑ ❑ 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ❑ ❑ ❑ because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Cod e 553E and 6737.1. eScdo s n 5537, Principal Envelope Designer C Name I Signature Company Envelope Compliance Not In The Scope Of This Document Date Address license 1f Citylstate/Zip Phone Principal Mechanical Designer Name Paul Lieberum Signature Company Paul Lieberurn Architect ate Address 1536 Salem LicenseG.� dLi7 City/State/Zip Chico, CA 95926 Phone 53 894-4{035 Principal Lighting Designer u Name Paul Lieberum Signature 20��Z Company Paul Lieberum, Architect Date_ - c -- Address 1836 Salem Licen-s--e-#f City/State/Zip Chico, CA 95926 Phone 530-894-4035 INSTRUCTIONS TO APPLICANT COMPLIANCE i WORKSHEETS (check box if worksheets are included) ❑ ENV -01 Certificate, of Compliance. Required on plans. m MCH -01 Certificate of Compliance,. Required on plans. 0 LTI-01 Certificate of Compliance. Required on plans. ® MCH -02 HVAC Air/Water Side Requirements;. E3 LTI-02 Lighting Controls Credit Worksheet. ® MCH -03 Mechanical Ventilation and Reheat. ❑ LTI-03 indoor Lighting Power Allowance. MCH -08 Mechanical Equipment Details. 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LL I/ LL it O J Z IL ❑ ❑ ❑ O 0 N : 0 ----------------------------- -- ------------- -- - - - ------ ------ --- c T~ V 0 L c I rp c O O -- - --- -- - - -- -- W __ _ ----�----- U V t u a u Items above require speciai documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST O C 0 C u n O C •� Y 13 <O t7 W The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant, Authorized Signature or Stamp FnergyPro 6.3 by EnergySoft User Number 4997 unCode: 2014-1045T15:32;36 1D: Page 3 of 20 p H u �ZuV L h i O E Y u C cs u O C .� U H J U Q Q 3 a u ro ❑ C E u u c` rL r is CL to U o �L-- H o nn n 0 n u t _ n C: CI 4.N 3 0 ° Y U C c U L ,, so n u o_ u u) c 0 CL R Y •n N N U U u Q H V Y O sn% Q E a L 14 o W E U U o E L < i n a C c U U {C] E ❑ ❑ o t« iu7 o L u 't. u O O C u U ,O cs c +` o s ao u at n u = u _ ❑ 0 r M J 0 O N OCS � U C CL E C 4.1 +LV+ O) 'P, v u ro n. Q a N is V, W o n o u u u u C n r 41 ++ �- E U O E s w z O if -0 di u o 0 0 - n + ou 7 C u F u LL Watts in this area u o ° w u u -C= u � -0 73 z 13 (CxE) � u � 13 N Wf VI x R n rr � u MINA U CL CL 5 -0 -0 -0 r w u v K u c•i C0 A 3 Number U LL o N C U 4Z u o M J a a a a 0) O N M 44" A u O O O O I.- o p c r r L L C u Z u o u E U U U IV ^ IZ Z Z Z -o n ,N, +. cs C a -0 =+ u � •� u c Cr V `o -p E C c m According to 13❑ O ❑ o ❑ o c Z CL rs 'Z Z n C u u u f130.0(c) z L u o u u W Y LL LL CL Cr U n a u EJLU (n � u u c w u p Ou > O u E PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERFA C Project Name Date Durham Cafe 10115,,/2014 ANNUAL TDV ENERGY USE SUMMARY kBtu/sgft- r Standard Proposed Compliance Energy Component Design Design Margin K, Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS 2f.d,5 39.132 -18.36 242.41 231.60 10.81 ------------------------------ r 1 3,16 .... -....................... .......... -------- 1,344 15.6; '% 201.27 126.94 74.33 0.00 0,00 --- 0.00 0.00 0.00 0.00 319.95 329.14 - -9.19 137.11 5 5, 87 81.23 95.99 95.99 0.00 0.00 0.00 0.00 0.001 0.00 0.001 l'of 1.08; 922.26 138.83] Heating Cooling Process Ltg Percent better than Standard j 13.1%1 ( 13.1 Y excluding process) BUILDINGMPLI CCS ES GENERAL INFORMATION Building Orientation (w) 270 deg Conditioned Floor Area 1,3441 sqft. Number of Stories _ _ _ 1 _ _ _ 1 Unconditioned Floor Area -_ = of sgft. Number of Systems 1 Conditioned Footprint Area 1.3441 sqft. Number of Zones 1 Natural Gas Available On Site Yes; Orientation Gross Area Glazing Area Glazing Ratio Front Elevation Left Elevation Rear Elevation Right Elevation Total' Roof (W 448 -- (N) - - (E) 230 448 (S) 230 ------------------------------ r 1 3,16 .... -....................... .......... -------- 1,344 sqft. sqft. sqft. sqft. sqft. q sqft. sqft, o 31.3 •iii sqft. Fail 0. . .a Vo sqft. Ctrl. I Allowed LPD Credits j Area Tailored (W/�` (W a �W/sfZ� I 15.6; '% sqft. I 10.9%1 sqft. -6 18.r % sqft. ------- ------------ ---------_ 0.0 � Standard Pro osed Prescriptive Velues for Prescriptive Lighting Power Density 1.zo0 W/sgft..._.............-.-...._.._'.48s W/sgft. Cc mparisan only. See LTI-01 for allowed LPD. I Remarks: W �u , O M J o u v u R N Z O U c9 c W Z W Z Ozi U d O u C u R CL u E N O V � n y u if C so C !_^ C: L O C to C u w rn � C Y t u n CL W V t7 >3 16u, n v > ° u c re u re c c�V C L u 3 L E Z W ^ o p 0 T J u `J ++ r Vf v Z _ : Y a v E W ami o L .� _it U U u c >- c + o C - IX t u U E Za O o a so Z u E u n 0 s O_ u U13 .n c w 0 u a a Z •o a N V n I n o 0 E 4o '0 .a 0 v n u �0 u LU -" •n o `u o L �w 6 u 0a Nc 60 E Z 'to rp o - H o � u -+ c a u l� AEO V O� U a u O n c c u u Z H >i Q a` ❑ ❑ ❑ ❑ PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERFAC o `O ZONE INFORMATION Fail 00000, Floor 1 Inst. Area I..PD ---(sgft_ (Wlsf)' 1,3441 0.489 Ctrl. I Allowed LPD Credits j Area Tailored (W/�` (W a �W/sfZ� I Proc. 1 Loads 4 _(W/Sf M'� I ❑ ui ioU -6 J ------------- - .... - .............•. - --- ----------------- i ------------------------ - � N - ------------- -------------------------------------- Pass 13 13 13 13 13Z 0 0 LL C W = ° '= O o i � � a ❑ ❑ an. W 'i Z C ° s {L ✓}'1 --------------------------------------- -- --- - - --.-*---'---... -----i-------------------- ---------------'----4------------'------- ----' ❑ O J Z IL 000 U -i i F- > 0 N : 0 ----------------------------- -- ------------- -- - - - ------ ------ --- c T~ V 0 L � I rp c O O -- - --- -- - - -- -- - --- - -- -- -- +----------- . _. ....._..._..__.._......__.. __ _ ----�----- U V t u a Notes: 1. See LTi -01n 2. See LTI-02 3. See LTI-03 4. See LTI-04 terns marked with asterisk, see LTI-01 by othe!s (b • others) Items above require speciai documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST O C 0 7 u n O C •� Y FL❑Z <O t7 W The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant, Authorized Signature or Stamp FnergyPro 6.3 by EnergySoft User Number 4997 unCode: 2014-1045T15:32;36 1D: Page 3 of 20 p H i �ZuV L h i O U Y u C cs u O C .� U H J U Q Q 3 a ro ❑ C E u u c` rL r is CL to U o �L-- H O nn O 0 n u t U n ro c CI 4.N 3 0 ° Y 0 c V V N ,, so u J u o_ u) c 0 v R Y •n N N o U u Q Y O sn% c o W a L 0Z ° a W E Z U O E L < p a � n {C] < Q1 ❑ ❑ ❑ ❑ iu7 CQJ O L O u O E.0 -0 0 C 9 ,O ° N 'a L W Ca at C N Q C: _ ❑ 13 NI M J U° N OCS � C :2 r C1. E CL E z 4.1 +LV+ O) 'P, v 3 ^ u U Q a U U w o n o u a o u to u _Ji ++ �- o C O y- O O E uJz w z C E W W O E Q Total Installed u E - n + ou 7 C u F o LL Watts in this area p ° •D u Z -C= u ° c7 73 z 13 (CxE) � M 13 M rp u x R n rr � u MINA U CL 0 0 a 5 n - w r w u v O u c•i C0 A ;= u Number U LL o N C U 4Z u o M J a U R W Luminaires O M J 44" E CL cs i U O I.- o p c r r L L C u Z u o w Y ° � W H 3 4 a c 0 c n ,N, +. cs C a -0 =+ u � _J -p E C c m According to 13❑ n ❑ ❑ ❑ o ) ❑ CL rs ❑LO t7 vii o u u u f130.0(c) z L u Cr a W Y LL LL CL Cr U LU U Y u) u u c w u yt c c - u _ u E o G a u Cu. -1 a 0 0 C 0 �- +•' v o C o 3 t o 0 O) a U Q c w a u C q l(7 aV+ .u., 3 CEC Default 0 m ❑ 4A ❑ ❑ ❑ ❑ ❑ U1 W u o 0 R LL Y L W a u V h u u u_ < o W Z ui 3 n Q w o u Q C 0 `u Y Ur U u O c .L� v 7J n W ° cu' a '►' c •� Q o .n o `o w b Z Z 0 a 'M V c i -u lU a Square feet N u, ^ IL O W n - 0 •E W LuminaireC14 O o W a w . 0 , C H of this office c :%- a 'o o H 1- m u -O U O u Uc n V n o' O t u _J LL c' o a M a n. a u W ++ ^ w a 4) V) u n L E re M V u �, a u O CL N O u n � u t' D n c •y _ xr rn I- U 0 c - H ++ n v+' O c a n 0 n 13 13 13 u 13 o a W 3 W ° c `m C E w •O a UJ O O O O O - , o C V ur L. H H C3 Y CL V � n J Number of u of W c 0 •'--`o W u Luminaires C L OU. of Z O IL ,co v VY M N 3 ('n Z r C Z O U U Lu ❑ ❑ W E M rs c Z Z W `o v N p U i cL fill:, c 7 1 o v o u W a vEi V c V a •n � u W _J 75 -p 3 +v n c u v 0 s >_ O 0 _u ++ O L \o o u •E a w d Q 0 0 0 'M1 O ° ° O U Z U w Z Z Q a u o" G i a L R u g 2 h 0 J a E LL Z Z Z ILJ u u W u a R o a N O W L O u J u L u uI i •A Z u � O C a M u co c d O u O I O E i Z c0 ° E E u E o 4 cn 0 u u v O , U a u a u tz Y L 3 •E Y u Z u O O _J a, 0 u-0� O 3 u - O V v= o C u u Q o u u w Z =u v v - v (Ul3 a. O N r c t rs u n e) c c E u O N U 'n V 0- w C Q ; ti U � Q O -c c ,, i4 V u I V b F W l C w�, r o H IL -0 A ❑. cu C C u a o O V7 tt -,F J U O o n 'u Z u A1311 V u a Q 10 OuMN of u' t5 ++ In mn n m O UJ t= O J ao ❑ ❑ ❑ PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERFAC Project Narne Durham Cafe Date 10115/2014 ZONE INFORMATION _ System Name---------- System -1 i -Zone Name Occupancyjype____... Cafe I Comp Bldg Restaurant Floor 1 Inst. Area I..PD ---(sgft_ (Wlsf)' 1,3441 0.489 Ctrl. I Allowed LPD Credits j Area Tailored (W/�` (W a �W/sfZ� I Proc. 1 Loads 4 _(W/Sf M'� I ❑ � -6 J ------------- - .... - .............•. - --- ----------------- i ------------------------ - � N - ------------- -------------------------------------- ----- -- - ----------------------- - --------'----_........._.. --'--------------IiI------------------- ----------------- --------- yr� Z c `O 0 �Z � ILn C W = ° '= O C .2 o i � � a ❑ ❑ an. W 'i Z C ° s {L ✓}'1 --------------------------------------- -- --- - - --.-*---'---... -----i-------------------- ---------------'----4------------'------- ----' ❑ O J Z IL 000 U -i i F- > 0 N : 0 ----------------------------- -- ------------- -- - - - ------ ------ --- c T~ V 0 L � I rp c O O -- - --- -- - - -- -- - --- - -- -- -- +----------- . _. ....._..._..__.._......__.. __ _ ----�----- U V t u a Notes: 1. See LTi -01n 2. See LTI-02 3. See LTI-03 4. See LTI-04 terns marked with asterisk, see LTI-01 by othe!s (b • others) Items above require speciai documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. 0 7 OOW LL O C •� Y FL❑Z <O t7 W The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant, Authorized Signature or Stamp FnergyPro 6.3 by EnergySoft User Number 4997 unCode: 2014-1045T15:32;36 1D: Page 3 of 20 -It 0 \� W lel ❑ I 0 ❑ ❑ M'� o ❑ ❑ -6 J a ~i Z 0U u N ) N 7, o yr� Z c `O 0 �Z � ILn C W = ° '= O C .2 o i � � a ❑ ❑ -It 0 u u 0. E 1.01 i=. c u :O u C O Z M 0 v n C Is Z CHECKED BY LL ❑ I 0 ❑ ❑ ❑ ❑ ❑ ❑ -6 1 � +� u ) N 7, c Z c `O 0 � ILn C W = ° '= O C .2 o i � I ❑ ❑ ❑ an. W 'i Z C ° s {L ✓}'1 AL O 13❑ O cc ❑ ❑ O J Z IL 000 U F- > 0 N : 0 ❑ ❑ E ❑ c T~ V 0 L � C V W LL �..to rp c O O g oJW <X4 Q 1.e U V t u a 7 LL O (.% J r• Z 0 7 OOW LL O C •� Y FL❑Z <O t7 W t 3 � O +' i �ZuV c i O U Y u u 0. E 1.01 i=. c u :O u C O Z M 0 v n C Is 0 CHECKED BY LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -6 V u N Z +� u C N 7, c Z c `O 0 0 v = ° '= O C .2 o ❑ W N ❑ ❑ ❑ an. I W U C ° s {L ✓}'1 AL 13❑ O cc ❑ ❑ ❑ 000 CJ F- > 2 ❑ ❑ E ❑ c OU 0 s 0�w 0 w d g oJW <X4 Q u U V t u a O U U u Z 0 LL U OOM u P:o C •� Y FL❑Z i1c t 3 � C +' N Z U U C AL O U Y u C cs s c C C U H J U Q Q 3 C v ro ❑ C E u u c` rL r is CL a L CL N �L-- H O nn O O n u t U C 0 ro c CI 4.N 3 0 in 0 c C a ,, so u J u o_ A c 0 V 0;' R Y •n N N o U u Q c c o W a L 0Z ° a W E Z U O LL < � a LL -0 {C] < Q1 ❑ ❑ ❑ ❑ L 3 CQJ O o u O E.0 -0 0 C 9 ,O 'a t j U Ca at < Q C: _ ❑ 13 C o M J U° N OCS � C E u L 'L C1. E CL E z 4.1 o 'P, a 3 ^ u U Q a U U U o c o u a o u to u o ++ �- o C O y- O O E uJz w z E u W W O V) a ❑ Total Installed u E - n + ou EN Z u F o LL Watts in this area p ° •D u Z 0 ° u ° w x 73 z 13 (CxE) � M 13 13 u O U R n rr � u MINA U CL 0 0 a 5 v c w r u u v O u c•i C0 A S i+ ' Number U LL o N C U 4Z u J a U R W Luminaires O M J 44" E o- i U O I.- o p c r r W C r Z L C u Z n ie 1n w Y ° � W H 3 4 a c 0 v n ,N, +. cs C a -0 =+ u � u _J -p E C c m According to 13❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑LO aQ V u u u f130.0(c) z � �a >_ 0 a 0. CL Cr U LU U Y y u c W u E o G a u O U a O U Z +•' v o C o 3 t o 0 d U 3 > o X C q l(7 aV+ .u., 3 CEC Default 0 m ❑ ❑ ❑ ❑ ❑ ❑ ❑ U1 W u o 0 from NAS 41 u V h u u u_ < J W Z ui u n u Q C 0 `u Y L U on v> 7J u W ° a U 0 3 o .n o `o w b Z Z Watts per V c i -u lU a N u, ^ IL O W C - 0 U u LuminaireC14 O o W a w . 0 , L H £ c :%- a 'o o H 1- M u W U O u Uc n V n v (O M c" x o a M a n. a u W o u > M V u �, a u O CL N N W M In >, u o V rn I- U 0 c - H eC 16111 Y 13 13 13 w 13 13 W W Z W ° c r0 0 u cc c 1 a UJ O O O O O 0 CL H H C3 Y J J n J N u s o H H o LL W Z 2) C L OU. of Z O IL ,co v V1 N OLL Z r C Z O U U Lu ❑ ❑ z Z Z Z W u N p U i cL fill:, c 7 c Y2 E C u W g E �� $a � u W _J 75 -p v +v U u v s >_ O 0 aJ r o u •E a w d Q 0 0 0 .h ti 2-c u p •� '�.. E _ O WadL O U Z U w Z Z Q a u o" G " < Z g 2 h 0 J a E LL Z Z Z ILJ u u W u a R o a N iJ Y n E C O L ul A a M u co N d O u Z ° Q c E u E z , U ? FL u tz Y C V O) u Z u O UJuJ N LL 4= 3 S Y y u O u ._ G b u Q Z =u _ E c us 0 E u b c u o v c n u u (Ul3 a. O N r F E �= C O N U 'n V 0- w C Q ; ti U � Q C) b F W l C w�, r �^ 0 �$Ej, tt -,F V Z A1311 Q 10 OuMN t5 Q m u u 0. E 1.01 i=. c u :O u C O Z M 0 v n C Is N Z CHECKED BY u PL O ut ' n o. SCALE u AS SHOWN -6 N L u +� u C N 7, c Z c `O 0 0 v = ° '= O C .2 o ❑ W N ❑ ❑ ❑ an. I W U C ° C ✓}'1 �Z u V O cc •'''- E Z � a CJ F- > 2 ❑ ❑ E ❑ c OU 0 s 0�w 0 w d C c � oJW <X4 Q u u t u a O U U u Z 0 LL U OOM u P:o u Y FL❑Z i1c 0u C +' N Z U U C AL O u u 0. E 1.01 i=. c u :O u C O Z M 0 v n C Is Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR 0 CHECKED BY u PL DATE ut ' n o. SCALE 3 AS SHOWN -6 N L u +� u 0 u 7, c CL c `O 0 0 v = ° '= O C .2 o ❑ ❑ ❑ ❑ ❑ an. o C ° C ✓}'1 o c u V •'''- E u n u u ❑ ❑ ❑ ❑ c o 0 N W a V) R C c � L O b t u a v ) N � _ u a 0 0 O u et -0 u Y CIO u cu vV O C +' _C < R .Y O U Y CO O C cs lu hJ U H J U Q Q 3 C v ❑ 13 ❑ ❑ E °c S 0 0 r is CL a L M �L-- H 5 Ln O O n u t U C 0 ro c CI a Y 3 0 M O c C a ,, so u J u o_ 45 n c 0 R QL c V U o U u Q c c o C a L 0Z ° a W Z U O LL < � a LL -0 u < Q1 ❑ ❑ ❑ ❑ L 3 CQJ O o u O E.0 -0 0 ,O 'a C: 0 a < Q C: _ ❑ 13 C o 13 U° N OCS � C +'+ cv o c z 4.1 o 'P, a 3 to Q a N u U U o c o u a o u to u o ++ �- o C O y- O O E uJz <•' E u W W O V) a ❑ ce a u Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR 0 CHECKED BY v PL DATE ut ' SCALE 3 AS SHOWN -6 SHEET L u +� u 7, c CL 0 0 v = 0. ❑ ❑ ❑ ❑ ❑ ❑ an. t° C ° C ✓}'1 V •'''- E u n u u a 7O a c o 0 W a V) R s0 L O b t u a _ u a 0 0 O c W Y CIO u _C < O C L 3 Y CO O C cs w hJ U H J J r•i 3 c 3 C v c U u 0 U E °c S [3 r is CL a y M �L-- H � O O n u t < 3 0 .Q c u o u J u o_ v c 0 C Cr c c v C U Jz a O n a L < < � a c u < Q1 EN*0 ° L 3 aL.+ 3 o u Q 0 ,O a < Q u ❑ ❑ 13 C o 13 t• L N OCS N +'+ z o Cr V = 3 = Q rn N u U U O in c ti = n in N E uJz u o. E - n + ou EN Z u F o ° ` p ° •D u Z 0 ° u ° w x 73 z 13 E CL inL El 13 13 u O U R n a u MINA U CL 0 0 a 5 v c w r u u v O u c•i . a••I O A S i+ ' O C U LL o N C U 4Z u u U R V of 0 0 M J 44" E o- i U O U c U o p c o r Z W C r Z L C u Z n ie 1n w Y ° � Ln C O 2 • 4 a c 0 v n ,N, +. cs C a -0 =+ u � u U c W E C c m E o n U n a O. a C0 Q C u z � �a >_ 0 a 0. CL Cr U L Y y u c W u E o G a u O U O O U Z +•' v o C o 3 t o 0 d U 3 > o X C q _o aV+ .u., 4 u v= v 0 o Q 0❑❑❑ 7J u oOD ° a U 0 3 o .n o `o w b E Y u V c i -u lU a N u, ^ IL O W C _p Ln U M V N W a w . 0 , L H £ c :%- a 'o o H w M u W U O u Uc n n n v M c" x o a M a n. a u o u > M V u �, a u O N N W M In >, u o V rn I- U 0 c - H eC L w Y 13 13 13 w 13 13 W W W W ° r0 0 u cc c 1 a UJ O O O O O 0 Q3 °•^ o ° H H C3 Y J J J J J u s o H H o LL Z Z 2) WZ of Z r IL ,co v V1 N OLL Z r C Z lu ❑ Z z Z Z Z W u N p U i cL cL c 7 U u W g E �� $a � u u r 0 b ,Q � +•aV., b 3 u ? c v s >_ El cz b b U E U 07 ❑ v 0 0 0 .h ti 2-c u p •� '�.. E _ O WadL O U Z Z Z Q a u o" G " < Z g 0 0 0 O Z Z Z ILJ u u W u a R o a O Q 4 P u <' a v �c O u ° Q c z , U ? u tz Y C V O) u Z u O UJuJ r h U ai V N c S Y y u O u ._ G b Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR u CHECKED BY v PL DATE ut ' SCALE 3 AS SHOWN -6 SHEET L u +� u 7, c CL 0 0 v = 0. ❑ ❑ ❑ ❑ ❑ ❑ an. _u .Li C ° C ✓}'1 V •'''- E u n u u sn v 7O a c o 0 a V) R s0 L O C t u a _ u a 0 0 O W 110 C CIO u _C < O C L 3 Y CO O C cs w hJ U H J J r•i 3 c 3 C v c U u 0 ccs E °c S [3 r is CL a y M �L-- H � O O J u t < 3 0 c u u J u o_ � c 0 C Cr c v C U - c a O L < < a u < Q1 EN*0 C L 3 aL.+ 3 E u 0 0 p G < Q cs ❑ ❑ 13 C o 13 t• L N OCS N +'+ z o s = 3 = rn N U U O in E ti in N E uJz u o. u c $ 0 - n + ou H u F o ° ` p ° •D u W -o u ° w x 73 n 13 E CL inL El 13 13 2 O U 'G CL a u MINA U CL 0 0 a 5 v c w r u u v u u c•i . a••I O o, Y N S i+ ' O C - o LL o c o "' 4Z u ru U J N V of 0 0 M J v E E EZR n v U O U c U o p c o r Z W C r Z L C u Z n ie 1n O Y u Ln C O 2 • 4 a 13 0 r r ,N, +. cs C a -0 =+ E u OU 'F U U U c W E C c m V o n d n a O. a C0 ut a O " u z c >_ 0 a 0. CL Cr U a Y ° w cs u u c W O ' o G a O U O O U Z +•' v o C o 3 Ln ra o 0 0 0 3 > o X C q aV+ .u., u v= v 0 o u o 0❑❑❑ 0 o a L1 E u u o 0 o n U 0- u u u u ami u ui u n u Q u 0 i- U U U v> 7J N M d %A0 o .n o `o w b V c i -u lU a N u, W o M M N N N a 4- w. 0 . 0 w 0 0 0 w 0 ❑ x :%- a 'o ❑ H N M -4 N c o °v O a n n ° � u U 4£ ?1 x a a M a n. a 3 u -,a C bU M V u �, a u O N N W M In >, u o H 0 e-1 0 e-1 0 0 0 0 eC J Y 13 13 13 13 13 13 43 n _w a U +' r0 0 u cc c 1 UJ 0 Q3 °•^ o ° Y u c u a Z o Q u s o H H o LL Z Z Z Z of Z Z IL ,co v o N O u zO ❑ ❑ ❑ ❑ ❑ ❑ u J N C N p U i cL cL c 7 U u W g E �� $a u r 0 b ,Q � +•aV., b 3 u ? c s >_ El cz b b U E U 07 ❑ v W u .h ti 2-c u p •� '�.. E _ O WadL O U Z Z Q a u o" G " < ❑❑❑❑❑ Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR u CHECKED BY v PL DATE 08-13-14 SCALE 3 AS SHOWN -6 SHEET ENI u 7, CL 0 0 0 = E ''-' C C ❑ ❑ ❑ ❑ ❑ ❑ a . in c E U < V + n u sn v A `2, V L n 0 a s0 30 U -0 O u C t u a U o, a L W 110 C _C < O C L O CO O E w hJ U H J J r•i 3 C v c U u 0 v n c E3 ❑ [3 r is ° c 0 L r Z t ro Z �L-- H � q ° 2 J C s c u u J u o_ � � Q .Q Q U O L a u < Q1 n '^ C u �: r p G Z �- G u ❑ ❑ 13 ❑ 13 u N a y U O. E CL v 0 O O ✓ •Q 3 7 V vl F" E c ° k 2u ti in E uJz u c $ 0 W n + + If V VI p A W v C In en W N u m w x 73 n 13 E CL inL El 13 13 2 O U 'G ni ro Cl (LL n LLL a u MINA U CL 0 0 a V w W M 0 u c•i . a••I O o, Y N S i+ ' O C - o LL o c o t 60 E u J U J N M 0 0 V• J c J J 3 E U O U c U o p c o r Z W C r Z L C u Z n ie 1n v Y u < O 2 = Q. 13 13 0 13❑ Of 13b 0 =+ L O c N 3 n CY < O " u s r o >_ 0 J ° w cs u u c � 3 � < mc O � V H O O 0 c C - U 13 0 0❑❑❑ < c o L a v o u u o 0 o n � u O i_. Q U m y Q 4 E N M d %A0 o .n o `o w b Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR u CHECKED BY v PL DATE 08-13-14 SCALE AS SHOWN -6 SHEET ENI 7, i O = E ''-' C C ❑ ❑ ❑ ❑ ❑ ❑ a . c E U < `2, V L n U -0 O u 3 u < O C ` y V 0 'C E- O a 0 3 = v n c E3 ❑ [3 [3 [3c ° c U N n 0 q ° 2 = n > u o_ .Q Q U Y U L u < Q1 n '^ u C �: r p G Z �- G 13 ❑ ❑ 13 ❑ 13 u N a y U O. E v 0 O O ✓ •Q 7 V vl F" c ° k 2u E uJz u c $ 0 Q n UaL U = u p A w x x u 13 13 C3 El 13 13 2 U u ° c o n > u -o O u v 3 Lu a ° 0 b 0 r 0 u U O 2 a I 13 13 13 13❑ 13b n x a r'. a s C V 0 ° E o a .°q Q ° w cs u u c < mc O � V H O O C - U 13 0 0❑❑❑ c o L a v o u u o goU u`. > Q U m y Q 4 o .n o `o w b V c i -u lU a N u, UO <O N o ^n ° u' i5 E = c ❑ ❑ ❑ ❑ ❑ 13L E n u c U c o °v ° � u U 4£ U 0 3 u -,a C bU M V u �, a 13 13 13 13 13 13 43 n _w a U +' r0 0 u cc c 1 0 Q3 °•^ o ° Y u c u a u s o H m u c u ° o c c 3 o N u u a ° a c = a, = Ig ❑ ❑ ❑ ❑ ❑ N p U i cL cL c 7 g E �� $a r 0 b ,Q � +•aV., b 3 u ? c LL cz b b U E U 07 W u .h ti 2-c u p •� '�.. E _ O O Z Q a u o" u " < ❑❑❑❑❑ � u v_ £ O I`- W u u W u a R o a Q 4 P u <' a v �c O ° Q c , U O Y C V O) u Z u O d r h U ai V N c Y y u O u ._ G b u Q Z =u _ E c us 0 E u b c u o v c n u u (Ul3 a. o C a. Z U 0 i u F E �= C W N U 'n V 0- w C Q ; ti U � Q C) b F W l C w�, r �^ 0 E' tt -,F V Y N 0 ry u bUILDING DIVISION REV. DATE BY No. a10/13/14 MMR U W H� U 00 N LO LO rn CT (n M CD E cu � U) O00 r. F-+-1 W U 00 to h�rTi L z zQ ti W r� w¢ A -i O � r� W z� Cnz 00 wQ EM ,-a Q U Z iu 4 O U U lO lU W Z V1 V O W N U U MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET ENI yti PAUL A. C'l * EXP. 05-31-15 * k1p � Op CAOVV�9 10" max. 30" �L� 00 v I \ V1 IF HIGH AND LOW - SIDE REACH LIMITS REACH LIMITS9 10 NOT USED NOT USED 6 NOT USED 3 Not to Scale Not to Scale Not to Scale Not to Scale 48" MIN. CLEAR FLOOR SPACE 191, 19" MIN. CLEAR FLOOR SPACE x c� wa¢ w� "' z �o U a U � 1- N �F M " U O� o w 000 0 U WALL, PEDESTAL, OR SUPPORT * EXCEPTION: FLOOR CLEARANCE IS NOT REQUIRED AT CHECKOUT OR SERVICE COUNTERS. CLEARANCE REQUIREMENTS @ COUNTERS 8 NOT USED S NOT USED 2 Not to Scale Not to Scale Not to Scale 4'-0" 2'-6" X X L (V � x � 3 M V M wil Z 4'-0" MAXIMUM REACH FORWARD OVER OBSTRUCTION MAXIMUM SIDE REACH OVER OBSTRUCTION X - SHALL BE LESS THAN, OR EQUAL TO 25" BUTTE COUNTY Z - SHALL BE GREATER THAN, OR EQUAL X BUILDING DIVISION WHEN X < 20", THEN Y SHALL BE 48" MAXIMUM. WHEN X IS 20" TO 25" THEN Y SHALL BE 44" MAXIMUM. �� APPROVED W = 27" MINIMUM WHEN X < 20" W = 30" MINIMUM WHEN X > 20" CLEARANCE OVER OBSTRUCTIONS 7 NOT USED 4. NOT USED 1 1 Not to Scale Not to Scale F. DATE BY No. Ai 10/13/14 MMR U w 00 E '+ U N CIS co M WWI (5 E .L 00 W 0U LO C � U z zQ Ei �D WP� � GI. d 0U a �w zo U zV i--1 Z M W QE Q U M~—I �zz U0 W W C 0 U � � 0 u w z H w Q Q VR wll iI MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET HC2 SED AACq y� FAUL A. �r EXP. 05-31-15 * \-,OF CALiVo�;' SIGN, AT MAIN ENTRANCE ONLY, STATING: "THIS DOOR TO REMAIN UN -LOCKED o WHENEVER THE BUILDING IS OCCUPIED" SEE NOTES W'MIN 11—MIRROR MEN WOMEN UNISEX RESTROOMS X=12" IF DOOR HAS BOTH A LATCH AND CLOSER EW. m:X 4 < 11"MIN USE THESE CLEARANCES WALL MOUNTED SIGNAGE (TYP.) ALL PIPES AND VALVES SHALL FOR ANY DOOR IN AN ALCOVE.O OCCUR WITHIN AREA SHOWN "'---SMOOT] I UNINTERRUPTED SURFACE OR SHADED SMOOTH PANEL ON PUSH SIDE OF DOOR NOTES: /—FINISH FLOOR 1) MAIN ENTRY DOOR MAY HAVE A LOCKING MECHANISM THAT SHALL REMAIN UN -LOCKED x u WHENEVER THE BUILDING IS OCCUPIED. 61f MAX. 8" MIN. TOE CLR. KNEE CLR. 2) ALL EXIT DOORS, OTHER THAN THE MAIN ENTRY, CAN NOT BE LOCKED FROM THE OUTSIDE 3) ALL EXIT DOORS SI IALL RE EQUIPPEDWITH SINGLE EFFORT LEVER TYPE HARDWAP E, X=36" 17" MIN. MIN IF Y=60" 7L PANIC RAR, OR PUSH-PULL HARDWARE, SHALL BE OPERABLE FROM THE INSIDE, X=42" MIN IF Y=54" REQUIRING NO SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE OPERABLE C-4 WITH ONE HAND. XI=4:IF DOOR HAS A CLOSER 1- 4) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND HINGE APPROACH X2=54 IF DOOR IAS A CLOSER FRONT APPROACH 4 0 z INTERIOR DOORS, SUCH FULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO LATCH APPROACH HINGED DOORS PEP, CBC SECTION 1133E.2.5. WOMEN MEN UNISEX _,_—MIRROR DOOR CLEARANCES 7 DOOR MOUNTED SIGNAGE (TYP.) Not to Scale NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. < ALL PIPES AND VALVES SHALL mN.- OCCUR WITHIN AREA SHOWN r. . ... SHADED SEMI -RECESSED FIRE cq FINISH FLOOR EXTINGUISHER CABINET DOOR (SHOWN DASHED) (AS OCCURS) DIMENSION AS OCCURS TO CENTERLINE OF NOZZLE WALL MOUNTED SIGNAGE TO 6" MAX 8" MIN. CABINET: "LARSON'S" #2409-R3, BE LOCATED ON LATCH SIDE TOE CLR. L KNEE CLR. LIGHT SWITCH OR EQUAL EXTINGUISHER; OF DOOR CLEAR OF 17" MIN. 611 "LARSEN'S" MPS-U.L. RATED 2A:108C, DOOR -SWING. THERMOSTAT 5LB MULTI-PURPOSE DRY CHEMICAL, /—(AS OCCURS) OR EQUAL UPPERCASE z/L LETTERING W WALL MOUNTED 1i Li RAISED 1/32" 2'-0" MIN. F-0" MIN. FIRE ALARM PULL STATION b c 71111AIT 11171E� (AS OCCURS) DIMENSION HEIGHT OF F- -4 WALL TELEPHONE (AS OCCURS) TO CENTERLINE OF HANDLE LETTERING :4 F- 5/8" MIN. 0 J 0 00 IN --\ RECEPTACLE -ELECTRICAL, 0 MIRROR AS OCCURS LANDING LANDINGTELEPHONE, DATA, CABLE, TO 2" MAX. 0 0 991 �4 -MOUNTED SOAP DISPENSER ETC ... (AS OCCURS) --SURFACE (OR AS PER OWNER) FINISHED FLOOR BRAILLE CHARACTERISTICS 7 BOBRICK "CONTURA" B-4112, OR EQUAL GRADE 2, DOTS =1/10" ON CENTER DOOR SWING OUT DOOR SWING IN IN EACH CELL W/ 2/10" SPACE ----WALL OR PARTITION AS OCCURS, TYPICAL BETWEEN CELLS, RAISED 1/40". OBSTACLES: 18" MIN. CORRESPONDING A PERSON MUST BE ABLE TO APPROACH WITHN 3" OF SIGN WITHOUT ENCOUNTERING GRADE 11 BRAILLE 30" MIN. CLR. EXTERIOR LANDINGS 10- MOUNTING HEIGHTS, TYP. PROTRUDING OBJECTS OR STANDING Not to Scale Not to Scale (SITTING) WITHIN SWI I NG OF DOOR. NOTE: BRAILLE SHALL BE IN A HORIZONTAL FINISH FLOOR FORMAT, EITHER FLUSH LEFT OR CENTERED, A MINIMUM OF 3/8" AND A MAXIMUM OF 112" DIRECTLY BELOW THE TACTILE CHARACTERS. LAVATORY -MOUNTED THE BRAILLE DOTS SHALL BE DOOMED OR SOAP DISPENSER ORECESSED PAPER TOWEL DISPENSER ROUNDED. "BOBRICK" #B-822, OR AND WASTE RECEPTACLE EQUAL GRID �mor BOBRICK "CONTURA" B43944, OR EQUAL R AS OCCURS —LAVATORY -MOUNTED SOAP DISPENSER SEMI -RECESSED FEMININE PRODUCT DOOR/ WALL SIGNAGE . . . . . . . . . . 1*1% BACKGROUND: ODISPENSER 3 "BOBRICK" #B-822, OR EQUAL BLUE, COLOR NO. 15090, BOBRICK "CONTURA" B43500, OR EQUAL Not to Scale —VANITY FEDERAL STANDARD 595a NOTE: COIN DENOMINATION REQUIREMENTS To - ---- ------- ---- ------- ------ BE DETERMINED BY TENANT OR OWNER. mn + - L NOTE: - — - -------- ------ - ALL PIPES UNDER AND/OR 00-00-0 0 SURFACE -MOUNTED PAPER TOWEL DISPENSER 1' 11 MIN. SMOOTH, HARD, NONABSORBENT VANITIES SHALL BESINKS WRAPPED WITH SECURELY ATTACHED, WHITE, 0000 BOBRICK 'CONTURA" B4262, OR EQUAL 6MAX. 36 12" MIN. SURFACE THAT EXTENDS UPWARD PREFORMED NEOPRENE IN O F D SURFACE -MOUNTED WASTE RECEPTACLE24" MIN. ONTO THE WALLS AT LEAST 48 INCHES. CERAMIC TILE, FRP OR OTHER APPROVED 1 " M € _ O O BOBRICK "CONTURA" B-277, OR EQUAL 8IN. WALL OR PARTITION AS OCCURS, TYPICAL MATERIAL, INSTALLED AS PER MFR., TYP., U.N.O. MIN. CLR. Cq — — — — — — — WHITE SYMBOL r, 30" MIRROR WITH STAINLESS STEEL ANGLE FRAME 1- €� _ O'BOBIUCK' #13-290 1836, OR EQUAL 1 1/2" DIAMETER STAINLESS STEEL FINISH FLOOR CD 36" MIN. GRAB BAR-"BOBRICK" FINISHED FLOOR SURFACE -MOUNTED HAND DRYER F #B -6206.99x36, OR EQUAL "BOBRICK" 8B-700, OR EQUAL 4 VANITY /1-33" FOR FLUSH VALVE TOILETS 33" TO 36" FOR TANK TYPE TOILETS rn PROPORTIONS OF SYMBOL 9 TOILET ROOM MOUNTING HEIGHTS —SMOOTH, HARD, NONABSORBENT SINKS VANITIES 2 Not to Scale Not to Scale SURFACE THAT EXTENDS UPWARD Not to Scale ONTO THE WALLS AT LEAST 5 INCHES. VINYL OR CERAMIC TILE, INSTALLED 17" NUN., 18" MAX. AS PER MFR., TYP., U.N.O. COMPRESSED CARPET 6" MAX. FLUSH HANDLE TO ELEVATION B 18" MIN. 1/4" MAX. BELOW F_ WIDE SIDE OF STALL, TYP. WALL STUDS, TYP. ----,, THRESHOLD FINISH FLOOR (EVEN HEIGHT) !I TT I i TOILET SEAT COVER DISPENSER I I u BOBRICK "CONTURA" B-4221 L i THRESHOLD OREQUAL FINISHED SURFACE, TYP. 1y2" 1-1/4 TO 1-1/2" 12" MAX. 28 MIN U TO EUGE"'- AT' MIN. NOMINAL DIAMETER 0 d O�,,.,WkTER INTERIOR 24" MIN. 1 1/2" DIAMETER STAINLESS STEEL X Z "tLOSET LA.. -< 4211 MIN. GRAB BAR-"BOBRICK" W) #B -6206.99x42 OR EQUAL Z :5 Cq u DOOR H FEMININE NAPKIN DISPOSAL A 4' WOMEN'S TOILET'S ONLY @40"H. 0u BOBRICK "CONTURA" B-270 o 0 U `'OR EQUAL ow L.....„.... AT 1:2 SLOPE 1/2” MAX o w va 1/4" MAX. F_ C) 7" MIN., 9" MAX. B [--q C) 0 0 �D— — — — — — C) SURFACE -MOUNTED MULTI -ROLL--- - __,g TOILET TISSUE DISPENSER J w BOBRICK "CONTURA" B-288 OR EQUAL ELEVATION A 30" x 48" MIN. CLEAR SPACE IN FRONT OF WATER CLOSET lc LAV. BUTTE COUNTY EXTERIOR NOTE: IT IS THE DESIGNER & CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR THE LANDING NOTE: DOOR CAN NOT SWING BUILDING DIVISION THICKNESS OF FINISH MATERIALS IN ORDER TO MEET CBC ACCESSIBILITY OVER THE CLEAR SPACE IN FRONT DIMENSIONAL CLEARANCE REQUIREMENTS. OF WATER CLOSET OR LAV. APPROVEE) THRESHOLDS GRAB BARS 4HANDICAP ACCESSIBLE TOILET Not to Scale Not to Scale Not to Scale REV. REV. DATE BY No. Ai 10/13/14 MMR U w I 00 C\1 Fil 0') U*) U) LO CF) 00 CD tn E m N a)E _F5 L_�D 4 U) �0 m 2 co w U 00 Co CD co m U") �D zQ En � P� u 04 DU o zV 00 X �D 0 u Z� u U0 0 c 4-1 u z DRAWN BY MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET C titi PAUL A. LIE E . C-25999 EXP. 05-31-15 OP CAL I GAS LINE PLAN 1/4" = 1'-0" (E) GAS METER (E) 3/4" WATER LINE -_D OUT @ BUILDING WATER LINE PLAN 1/411 = 11 -0" TO (E) WATER METER CALGREEN NOTES 20 PERCENT SAVINGS: PLUMBING FIXTURES AND FIXTURE FITTINGS SCHEDULE REDUCING POTABLE WATER USE BY 20 PERCENT. WASTEWATER REDUCTION: 1. THE INSTALLATION OF WATER -CONSERVING FIXTURE OR 2. UTILIZING NON -POTABLE WATER SYSTEMS PLUMBING FIXTURES AND FITTINGS: PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE REQUIREMENTS LISTED FOR EACH TYPE IN ITEMS LISTED IN TABLE 5.303.6 1. WATER CLOSETS (TOILETS) - TANK TYPE 2. PUBLIC LAVATORY FAUCETS 3. PUBLIC METERING SELF-CLOSING FAUCETS PLUMBING LEGEND - SS SS - — FTW— HW— GAS - GASB SEWER LINES & DRAIN LINES, ABS PIPE DIAMETER AS PER PLAN HOT WATER LINE, PEX TUBING, DIAMETER AS PER PLAN COLD WATER LINE, PEX TUBING, DIAMETER AS PER PLAN STEEL PIPE RATED FOR GAS LINE USAGE, PIPE DIAMETER AS PER PLAN 'ABS (E) STUB OUT (E) CLEAN OUT EXISTING MAIN SEWER LINE TO I(E) SEPTIC SYSTEM .� BUTTE COUNTY BUILDING DIVISION F. DATE BY No. Ai 10/13/14 MMR U W E""+ U 04 N U) 0) (ln C) E .L 4 L co O 00 w c U Lo W � U z zQ ti w ~� w� W z 0 l h loo W �_ � � o, ►-�Q U Z �� ~� �v O o U p W I� 7� I� 1� MMR CHECKED BY P)� 08-13-14 SCALE AS SHOWN Ios No. SHEET Ploo APPFtC VED SANITARY SEWER LINE PLAN 1/4" = 1'-0" SED ARCjT\ titi PAUL A. C> ** EXP. 05-31-15 * \_ Op CAOVOO 9 WARMING TABLE i `iA I 3/4" Vi U I SALES AREA • DELJ L GASFURNACE F ON ROOF, I 3/4" LGAS --p li 1"GAS 6 1" V1 V t3 ( AIR EA E ^ N (�7 N \ \a bo I U I U 1Art,F1I1~\O(.lM � I LGAS- GAS GAS GAS LINE PLAN 1/4" = 1'-0" (E) GAS METER (E) 3/4" WATER LINE -_D OUT @ BUILDING WATER LINE PLAN 1/411 = 11 -0" TO (E) WATER METER CALGREEN NOTES 20 PERCENT SAVINGS: PLUMBING FIXTURES AND FIXTURE FITTINGS SCHEDULE REDUCING POTABLE WATER USE BY 20 PERCENT. WASTEWATER REDUCTION: 1. THE INSTALLATION OF WATER -CONSERVING FIXTURE OR 2. UTILIZING NON -POTABLE WATER SYSTEMS PLUMBING FIXTURES AND FITTINGS: PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE REQUIREMENTS LISTED FOR EACH TYPE IN ITEMS LISTED IN TABLE 5.303.6 1. WATER CLOSETS (TOILETS) - TANK TYPE 2. PUBLIC LAVATORY FAUCETS 3. PUBLIC METERING SELF-CLOSING FAUCETS PLUMBING LEGEND - SS SS - — FTW— HW— GAS - GASB SEWER LINES & DRAIN LINES, ABS PIPE DIAMETER AS PER PLAN HOT WATER LINE, PEX TUBING, DIAMETER AS PER PLAN COLD WATER LINE, PEX TUBING, DIAMETER AS PER PLAN STEEL PIPE RATED FOR GAS LINE USAGE, PIPE DIAMETER AS PER PLAN 'ABS (E) STUB OUT (E) CLEAN OUT EXISTING MAIN SEWER LINE TO I(E) SEPTIC SYSTEM .� BUTTE COUNTY BUILDING DIVISION F. DATE BY No. Ai 10/13/14 MMR U W E""+ U 04 N U) 0) (ln C) E .L 4 L co O 00 w c U Lo W � U z zQ ti w ~� w� W z 0 l h loo W �_ � � o, ►-�Q U Z �� ~� �v O o U p W I� 7� I� 1� MMR CHECKED BY P)� 08-13-14 SCALE AS SHOWN Ios No. SHEET Ploo APPFtC VED SANITARY SEWER LINE PLAN 1/4" = 1'-0" SED ARCjT\ titi PAUL A. C> ** EXP. 05-31-15 * \_ Op CAOVOO 9 LUMBER SPECIFICATIONS TC: 20 OF 11IITA IC: 2x4 OF 811BTR WEIS: 20 OF lti1TA; 2x6 OF N111TR A TC LATERAL SUPPORT 24.00. LION. IC LATERAL SUPPORT 120.00. UON. OVERHANGS: 24.0" 24.0" Connector plate prefix designators: C, CN, Cis ,CN18 (Or no prefix = CompuTrus, Inc M,M20HS,MIBHS,M16 = MiTek MT series FTO PAIR FOR TRUSS TO SUPPORT LOAD SHOWN, ATTACH 314' COX PLYWOOD EACH FACE W/3" X .131' DIA. GUN NAILS STAGGERED AT 2' OCROUGHOUT. r rn1fCD 0 0 r.: co CD y.. 0 TRUSS SPAN 24'- 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 9.0) ON TOP CHORD = 29.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 36.0 PSF ADDL: TC CONC LL+DL= 155.0 LIS @ 12'- 4.0" ADDL: TC CONC LL+DL= 155.0 LBS ! 17'- 0.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CIC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. This design prepared from computer input by DESIGN ASSISTANCE CBC2010/IIC2OO9 MAX MEMBER FORCES 4WA/GDF/Cq=1.00 1. 2=( -13) 21 2- g=(0) 2936 9- 3=( O) 145 2. 3=(-3075) 0 9-10=(0) 2934 3-10=( -334) 54 FORCES REACTIONS, 3- 4=(-2715) 0 10-11=(0) 3852 4-10=( -307) 51 L DEFLECTIONS FOR 4- 5=(-2711) 0 11-12=(0) 3469 10- 5=(-1274) 0 REFAIRED TRUSS 5- 6=(-3771) 0 5-11=( -51) 165 6- 7=( -47) 11 11- 6=( 0) 603 7- B=( -46) 17 6-12=(-3285) 0 7.12=( -288) 111 BEARING MAX VERT MAX HORZ IPG REQUIRED BAG LENGTH LOCATIONS REACTIONS REACTIONS SIZE INCHES (SPECIES) 01- 0,0" -101 1104V -64, 59H 3.50" 1.18 OF ( 625) 24'- 0.0" -521 1168V -BBI 59H 5.50" 0.46 OF (1705) BRG ! 0'- 0.0" 1.18 DF/ 1.82 HF/ 1.73 SPF BAG ! 24'- 0.0" 1.25 OF i.g2 HFI 1.83 SPF VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L1110 MAX LL DEFL = -0.212" ! 13'- 5.1" Allowed = 1.163' MAX DL CREEP DEFL = -0,544" ! 13'- 5.9' Allowed = 1.550" MAX TL CREEP DEFL = -0.755" ! 13'- 5.1" Allowed = 1.550" MAX HORIZ. LL DEFL = -0.010" ! 23'- 9.2 - MAX 2'MAX HORIZ. TL DEFL = -0.022' ! 23'- 8.2" Wind: 15 mph, h=15ft, TCDL=5.4,BCDL=4.2, ASCE 7.05, Enclosed, Cat.2, Exp.1, MWFRS, 4-10-10 3 07 10 5 00 5-02-08 5 03 03 gable end zone, load duration factor=l .6„ Truss designed for wind loads X155 e;155k in the plane of the truss only. �T M 0 2-00 2.00 JOB NAME: Truss: A1E DES. BY: 8S DATE: 8/8/2014 SEQ.: 6022600 TRANS ID: 405534 I IIIIII VIII VIII IIII (IIII IIID VIII IIII III) 2-10 I 3-08 __J, 4-08-14 3-11-02 7-05-04 7-10-12 ------------------------------------------------------------------------------------------ -- -k---------------- 1-08 15-04 2-00 24-00 2-00 WARNINGS: 1, fuilder and erection contractor should be advised of all General Nates and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. Additional tem Mra temporary to insureerre stability rydurin! c onsbuctien is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any eamponent until after all bracing and fasteners are complete and at no dine should any leads greater than design leads be applied to any ecmpenent. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TFlIWTCA in SCSI, copies of which will be furnished upon request. MiTek USA, Inc./CompuTrus Software +7.6.6(1L) -E .............. ...............................I .Scale -----0.24.. - -- - --. . GENERAL NOTES, unless otherwise noted. 1. This design is Yash snly upon the parameters shown and is for an individual building component. Applicability of design parameters and proper moorperatien of component is the responsibility of the building designer. 2.. Design assumes the top find bottom chards to be laterally braced at u hout their len h b j . respectively unless braced taro 2' o.c. and at 10' o.c es e Y P / g continuous sheathing such as plywood sheathing(TC) and/or drywall( C). 3.. 2x Impact bridging or lateral bracing required where shown ++ 4.. Installation of truss is the responsibility of the respective contractor. 5.. Design assumes trusses are to be used in a noncorrosive environment, and are for "dry wnddisn" of use. 6.. Design assumes full bearing at all supports shown. Shim or wedge if l necessary. T. Design assumes adequate drainage is provided. i i.. Plates shall be located on both faces of truss, and placed so their center linos coincide with joint canter lines. j I.. Digits indicate size of plate in inches. 10). For basic connecter pate design values see ESR -1311, ESR -1949 (MiTek) CURB CONSTRUCTION . 18GA G-90 GALVANIZED STEEL. FULLY WELDED SEAMS AND CORNERS. CURBS SHIP WITH CLOSED CELL NEOIPR.ENE GASKET MATERIAL TO CREATE AN AIR TIGHT SEAL BETWEEN THE CURB AND UNIT. A= CURB HEIGHT (STANDARD CURB HEIGHT 8", 12" OR 14111) SPECIAL CURB HEIGHT AVAILABLE UPON REQUEST B= 2" x 4' WOOD NAILER 13.750" 67.000" .............................................................................. �§ 66864 J EXP. ;19'30/2014 1+r 111 cWV ��i V ��\\� d' �N ��0�' CAi.IF�4,�. 1.875" C.Adaptacurb. corn _(Not Calculated) ----------------------------------------------------------- - _ ------------------- ---------------_----- --------- Weight 8" - 65 lbs (800) 369-7017 12" -76 lbs (916) 348-3800 Ph (916) 348 3700 Fax 14" - 821bs ---------------------------------------------- ------------------------------ O = i I I EXHAUST HOOD € I I _,...,...... ............................... ,...< ...................J I } I } SERVICE DISCONNECT FOR " { x f S L { { MAKE UP AIR UNIT E { li ({ { 20 AMP SERVICE OUTLET ig ( I i I 1 I ? { p, WP GFI { �I 1IL I { -IN, I I� f C I 11 I I= = I SEE ADAPTACURD i I DETAIL, THIS SHEET r =I {( {I .... �� ....._..... �..............-...... �:�0 AMP .... .._...-., .�....... w : .........� �.....- ._....�..�;..... _.....-........... ,....................�::� � SERVICE OUTLET o H }39 M� I I POWER CONNECTION WITH NOTE: 1 3 SERVICE DISCONNECT SWITCH ADD 3/4" PWD. EA. SIDE OF (E) TRUSSES SUPPORTING MECH. UNIT IN AREA SHOWN I ON TRUSS DETAIL, THIS SHEET (TRUSS A1E) HAY I� I� :9 fI _ fI { I tI {•I �I �€ t f I= I......- - - - - ....�.-......-. _.-. - --------------------. -- _......._...._ --. - _.._ -...... h.... -...� i. ROOF PLAN PLAN 1/4t'= F-0" ROOF OUTLET SCHEDULE 220 VOLT SINGLE PHASE, WATERPROOF 220 DUPLEX OL" FLET / 110 V. / WP GFI GROUND FAULT / WATERPROOF QNATURAL GAS OR LPG SINGLE LINE DIAGRAM 225A, 120/240V, 1 PH, 3W, 22KAIC25A, 120/240V, 1 PH, 3W, 22KAIC UTILITY METER / MAIN UTILITY METER / MAIN t225/2 PANEL A 225 AMP 120/240V, 1PH MLO FLUSH TO UTILITY CO. < 2 1/2 C W/(3) 250 MCM AL (1) #2 GRD AL PROVIDE 20 FT. MIN. OF PROVIDE 20 FT. MIN. OF #4 COPPER BARE UFER #4 COPPER BARE UFER GROUND IN BUILDING CONC. GROUND IN BUILDING CONC. FOOTING PER NEC 250-52 FOOTING PER NEC 250-52 ONE LINE SCHEMATIC N.T.S. POLE NO. CQ AMP/P LOAD KVA PER PHASE LOAD CI5 AMP/P POLE NO. KVA A d KVA 1 20/1 BEER DISPENSER 0.9 1.2 0.3 LTG -DELI 20/1 2 3 20/1 DISPLAYCASE 1.2 1.7 0.5 LTG -SALES AREA/BATH RM 20/1 4 5 20/1 ICE CCREAME FREEZER/DIPPER 0.5 0.6 0.1 LTG -EXTERIOR WALL 20/1 6 7 20/1 MICROWAVE 1.0 1.6 0.6 GEN. DELI WALL OUTLETS 20/1 8 9 20/1 PIZZA OVEN 1.4 2.0 0.6 GEN. DELI WALL OUTLETS 20/1 10 11 20/1 SANDWICH/SALAD UNIT 1.2 1.8 0.6 GEN. DELI WALL OUTLETS 20/1 12 13 20/1 WARMINGTABLE 1.0 1.6 0.6 GEN. DELI WALL OUTLETS 20/1 14 15 20/1 VERTICAL BROILER 0.1 0.7 0.6 GEN. SALE FLR WALL OUTLETS 20/1 16 17 20/1 WATER HEATER 2.0 2.6 0.6 GEN. SALE FLR WALL OUTLETS 20/1 18 19 20/2 EXHAUST FAN HOOD 2.0 2.6 0.6 SHOW WINDOW OUTLETS 20/1 20 21 2.0 1 2.6 0.6 BATH RM GFI OUTLET 20/1 1 22 23 20/1 MAKE-UP AIR 2.0 1 6.8 4.8 HVAC COMP. UNIT 50/2 24 25 50/2 KITCHEN 220V OUTLET 4.8 9.6 4 8 26 27 4.8 4.8 1 SPARE 20/1 28 29 20/1 SPARE SPARE 20/1 30 31 20/1 SPARE SPARE 20/1 32 33 20/1 SPARE SPARE 20/1 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 CONNECTED N(VA PER PHASE 20.2 20 LOAD SUMMARY (KVA) CONN. DEMAND RECEPTACLES ((FIRST 10 KVA) 10.0 10.0 VOLTS: 1-20/240V, 1PH, 3W PANEL RECEPTACLES ((OVER 10 KVA) 0.0 0.0 MLO: 225 AMP NON-CONTINLUOUS LOADS 22.2 22.2 BUSS: 225 AMP A CONTINUOUS LOADS 13.0 1 16.3 POLES: 42 TOTAL 45.2 1 48.5 1 MOUNT: FLUSH TOTiAL DEMAND LOAD AMPS 201.9 Nu l Ir t oQu!`i L I, 13UII-DING DIVISION RRftr__ EDULE 1 1/4" = 1'-0" F. DATE BY No. A10/13/14 MMR r� U [W[___,, l� U N LO O� U) C) E .c dc' 00 WCUCDco LO 1-I-1 U W a z zQ I� r� �l O Od I�Uy/� z� C) ill Z w �w�4 lc� U U Z U W Q � W Uxa U W a Z 0 DRAWN BY MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JO= NO. SHEET E2,00 \ v1 PAUL A. Oj * EXP. 05-31-15 * Op CAI -IV -00 Meter REFLECTED CEILING PLAN 1/4" = 1'-0" EXTERIOR LIGHTS @ WEST WALL EXTERIOR LIGHTS @ EAST WALL cc. Panel - A :TERIOR LIGHTS NORTH & )UTH WALLS WP w C7 3 Meter 1 Elec. Panel - A GFI ELECTRICAL OUTLET :PLAN 1/4" = 1'-0" SYM I.D. ELECTRICAL FIXTURE SCHEDULE Mme- O l • J -(F} 11'' 4-- EXIT LiG[rt EXT. LiGxT 12" x 48" FLUORESCENT LIGHT FIXTURE, (2) 32 WATT TUBES W/ T -E BALLAST. L.E.D. PENDANT LIGHT FIXTURE SURFACE MOUNTED L.E.D. PENDANT LIGHT FIXTURE CEILING MOUNTED FLUORESCENT LAMP, 26 WATT WALL MOUNTED FLUORESCENT LAMP, 13 WATT TUBE, EXTERIOR LIGHTING L.E.D. WALL SCONCE @ +60" FLUORESCENT LAMP, 32 WATT MAX. W/ 100 CFM MIN. EXHAUST FAN VENTED TO OUTSIDE EMERGENCY EXIT SIGN/LIGHT - LIGHTED 1 SIDE W/ BATTERY BACK UP, INTERIOR USE, 15 WATTS EMERGENCY EXIT LIGHT, RATED FOR INTERIOR USE, W/ BATTERY BACK UP, 15 WATTS, EXEMPT FROM TITLE 24 CALCULATIONS EMERGENCY EXIT LIGHT, RATED FOR EXTERIOR USE, W/ BATTERY BACK UP, 15 WATTS, EXEMPT FROM TITLE 24 CALCULATIONS. Al 220 A2 A3 A44 WP GFI A5 SCALE A6 A7 El E2 E2 11 ELECTRICAL NOTES 1. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, AND EMERGENCY LIGHTING AS PER CODE. 2. VERIFY ALL LIGHT TYPES AND LOCATIONS WITH OWNER. 3. COMBINED LAMP AND BALLAST WATTAGE SHALL NOT EXCEED NOMINAL WATTAGE LISTED 4. ALI, FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC BALLAST 5. LIGHTING IN WORK TASK AREAS OVER 100 SF WILL HAVE SWITCHING SUCH THAT HALF THE LIGHTING (MINIMUM) WILL BE ABLE TO BE TURNED OFF. 6. ALL LIGHTS SHALL BE CONTROLLED BY AN AUTOMATIC TIME SWITCH. 7. LOCATE TELEPHONE OUTLETS AND COMPUTER NETWORK 8. ELECTRICAL PANEL AND SUB -PANELS GROUNDING SHALL COMPLY 2013 CEC ARTICLE 250-32. PROVIDE SEPARATE GROUNDING WIRE TO EACH PANEL FROM MAIN r' '-ELECTRICAL SERVICE ENTRANCE PANEL. .01 OUTLET / SWITCH SCHEDULE 0 DUPLEX WALL RECEPTACLE, W/ GFI GFI CONVENIENCE TYPE. DUPLEX WALL RECEPTACLE CONVENIENCE TYPE. QUADPLEX WALL RECEPTACLE, W/ GFI G I CONVENIENCE TYPE. -em- QUADPLEX WALL RECEPTACLE, Mme- CONVENIENCE TYPE. S 220 VOLT SINGLE PHASE 220 GAS OR LPG 0 DUPLEX OUTLET / 110 V. / WP GFI GROUND FAULT / WATERPROOF -em- SWITCH / SINGLE Mme- SWITCH / THREE WAY S SWITCH / MOTION SENSOR QNATURAL GAS OR LPG NOTES: BELOW COUNTER OUTLETS: THE TOP OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 16" ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. LIGHT SWITCHES: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNT ED 48" ABOVE FINISH FLOOR, TYP., U.N.O. MECHANICAL LEGEND RETURN AIR REGISTER, TYP., U.N.O. BUTTECOUNTY SUPPLY AIRBR%DtYy'1tQ N , f�0VED F. DATE BY No. Ai 10/13/14 MMR r� V hMF-1 00 MSI N U CLn E .T I- k � E U 00 fsl W cU LO �l U M--1 a C7 z zQ C- �D W W � 0 �U a �w zo U �I E o W ~ W _Eo U o o V0 U W z M4 t Ul r U z u W� l M--1 W uicnwiv 5 MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET 1,9 0 , PAULA. EXP. 05-31-15 \� CF CAI, IFG9 PROJECT:.........�.�` PAGF ` SUMMIT STRUCTURAL DESIGN ENGINEER: \� �f+ � wws'r.summitchir_o.com DATE: DESIGN OF LLL SPECIAL INSPECTION NOTE: SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH 2013 CBC FOR WELDS. x PLEASE PROVIDE A STATEMENT OF SPECIAL INSPECTIONS ON THE PLANS AND LIST THE SPECIAL INSPECTIONS REQUIIRED IN ACCORDANCE WITH 2013 CBC. I 1 THE SPECIAL INSPECTOR MUST BE EMIPLOYED BY THE_ OWNER AND APPROVED BY THE BUTTE COUNTY BUILDING DIVISION. PLEASE PROVIDE THE NAME OF THE APPROVED SPECIAL INSPECTORS THAT WILL BE EMPLOYED TO PROVIDE IE EACH SPECIAL INSPECTION. SPECIAL INSPECTORS NOT ALREADY APPROVED BY THE BUTTE COUNTY BUILDING DIVISION 8ft @ BTM PLT. - --� w MMR x CHECKED BY PL I 1 DATE 08-13-14 �D IE AS SHOWN JON No. SHEET E-� I z L11J HSS 6x4x3/16, @ WALL BEYOND, TYP. TYP. HSS 2x2xl/8 @ 12" O.C., TYP. HSS 2x2xl/8 TOP OF ARCH - -„ - TOP OF HORIZONTAL BEAM CL @ PLT. 8 FT @ BTM OF PLT. HISS 4x HSS (5x6xl, HSS 2x2xl/8 @ ARCH TO WALL N40T SHOWN FOR CLAIRTY, SEE SIDE ELEVATIION I mON ME I lj�m mi. 16x16 STL. WALL PLT., FIELD VERIFY L HSS 6x4x3/16, FOREGROU? LOCATION, TYP. k 9, WALL BEYOND, TYP. HSS 6x6xl/4 SLEEVE, TYP' (N) STRUCTURE (E) BI JILDING SOUTH EXTERIOR ELEVATION 3/81' = 11-011 HSS 6x4x3/16, ARCH 0 HSS 6x4x3/16 N TYP. (4 PLACES) M ON ONION WEST EXTERIOR ELEVATION 1/411 = 11-011 1 YP. 1 HSS 4x4xl/4 COL., TYP. + .F e•• +,+'� p• v A , a r'r' ,! „+'�' ,f /.'+++ ` +f ,9" �+' �.++`. .{ ++ ,r F e t .r•+" ,e'+ � F • �„ �. ,++" f ,A++ }''`�' � � e°` „++' 3'' � ,,+,,+ �,+' � ,+"+ ,�,F" �+'� �+ "r` ,+ ,+-,.+ +,'`. +• F f .a'+ F• tf' �r , ,.+" f• � / ��,. ++.+F f` ++w'.�s`+" t ' .+• f +, •i ,.a s�� , 'f ` ,++' . .+`+ ,.+ +Y' • f ++ ` d + + �` F�,,�+ ,u++'+ gd a+ +£ + d s ` 5.� +.+ +`+ '+"• ,++++ +++ 3Y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — --------------- HSS ------------- HSS 2x2x1/8 @ 12" O.C., TYP.,IU.N.O. I HSS 6x4x3/16 HSS 6x4x3/16 _ -� I\BUTTE COUNTY f SS 6x4x3/16 HSS 6x4x3/16 BUILDING DIVISION T L ---J L J -----L ----------- PPO VEDL 2 AT BEAM 9'-4" O.C., TYP. HSS 4x4xl/4 COL. W/ TYP. (7 PLACES) I - ; HSS 6x6xl/4 SLEEVE, TYP. (E) FOOTINGS, 1= FTG. 15"xl5"x12" DEEP TYP. TTYY P. (7 PLACES) TRELLIS BEAM PLAN 1/411 = 11-011 REV. DATE BY No. Ai 10/13/14 MMR L I --1 —j vicn ry i� s [ MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JON No. SHEET A5,90 Table 72x24 (2) 5x12 Deep Fryers Exhaust Hood Above Counter Vertical Broiler 25x16 i Pizza Table 30x30 Pizza Oven 26x28 (N) Pass Thru Window, 12"x18" New Elec. Meter INTERIOR ELEVATION KEY 1/411= 1I -Ott Mop Sink 24x24 Hand Sink 10x15 Proofer 21x30.25 _ (3) Compartment Sink 88x25.5 Floor Sink, typ. _ On Demand Water Heater Wire Shelving F 30x24 (N) Elec. Panel - A 2x12 Wall Cap LAT CLG @ 8 ft 0 �o F.F. Window Infill, typ. Toilet Seat Cover Dispenser Steel Rail Tissue Dispenser 4" Topset Bast Mirror Soap Dispenser Steel Rail 4" Topset Base 4" Topset Base WEST INTERIOR ELEVATION 4 1/4" = 1'-0" FLAT CLG @ 8 ft. FLAT CLG @ 8 ft. )Window Infill, typ. FLAT CLG @ 8 f Ceramic Tile, typ. o F.F. F.F. Tile EAST INTERIOR ELEVATION 2 1/41t= If -Oil NORTH INTERIOR ELEVATION 3 1 /4" = 1 W Steel Rail FNo DATE BY Ai 10/13/14 MMR U W U eo N 07 LO U) M �-j E.L d L 0) 00 00 � U C7 Z zA Cn �D P� W W � O U a � W zo U zV 00 ^ I--1 M W � W � M �D � QU 7Z C) U � U W Z 0 � E-+ � W W VRA YY IV �l MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN 103 NO. SHEET A4,00 BUTTE COUNTY BUILDING DIVISION P P fi LV -D AAA OVED �1G� PAUL A SOUTH INTERIOR ELEVATION 1 LIE E 1/4" = 1'-0" 1 o. C-25999 Table 72x24 (2) 5x12 Deep Fryers Exhaust Hood Above Counter Vertical Broiler 25x16 i Pizza Table 30x30 Pizza Oven 26x28 (N) Pass Thru Window, 12"x18" New Elc Meter INTERIOR ]ELEVATION KEY 1/411= 11-011 Mop Sink 24x24 Hand Sink 10x15 Proofer 2100.25 (3) Compartment Sink 88x25.5 Floor Sink, typ. On Demand Water Heater _ Wire Shelving 30x24 (N) Elec. Panel - A 2x 12 Wall Cap Paint Color 2 Sconce light, typ. 1/4"x3" Steel w/ Lags @ 4'-0" o.c., typ. Paint Color 1 B 4" Topset Base f TOP VAULTED CLG. @ 13ft FLAT CLG. @ Eft F.F. Z Gyp. Brd. IM a\:.\` ;lam: all: Window Infill � ISI �Z 1=5101 �l� Window Infill FLAT CLG. @ 8fi F.F. . --1 --- ---- SOUTH INTERIOR ELEVATIOr4 H 1/44 = 1'-0" endant Light, typ. '4"x3" Steel w/ ags @ 4'-0" o.c., typ. Paint Color 1 Wall cap beyond _ w TOP OF FRP. @ 8ft 0 E MLM! " I I No © 'Le Gyp. Brd. Painted Gyp. Brd. L F.R.P.7 6" Coved Base INTERIOR ELEVATIONG 1/411= 1-0 P F.F. Paint Color 3 F. DATE BY No. Ai 10/13/14 MMR k"' I Lj FU U00 N LO LO Un 0) M E Au ct �k 6i 4 O co W co W W z zQ un (� W W W O 0U a W � W W zo U zV W Q Ein ° �D U z� U W W p N U� U 0 14 W Painted ----) I --- I- Paint Color 2 FDRAWN BY MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOE NO. SHEET A3,90 Gyp. Brd. WI ❑ Painted Gyp. Brd. 1/4"x3" Steel w/ Lags @ 4'-0" o.c., typ: Painted Painted e Gyp. Brd? Gyp. Brd Paint Color 1 M e' 6" Coved Base 4 I Opset Base BUTTE COUNTY INTERIOR ELEVATION BUILDING ,,. 1/4" = 11-0(1) 11 APPRON G�sEv A><cyi�� LIE E o. C-25999 it EXP. 05-31-15 * \� CF CAL I�/ Table 72x24 (2) 5x12 Deep Fryers Exhaust Hood Above Counter Vertical Broiler 25x 16 i Pizza Table 30x30 Pizza Oven 26x28 (N) Pass Thru Window, 12"x18" New Elec. Mrtrr INTERIOR ELEVATION KEY 1/4" = 1'-0" Mop Sink 24x24 Hand Sink 10x15 Proofer 21 x30.25 (3) Compartment Sink 88x25.5 Floor Sink, typ. _ On Demand Water Heater Wire Shelving 30x24 (N) Elec. Panel - A 2x12 Wall Cap 14" 0 Duct, ty 1/4"x3" Steel w/ Lags @ 4'-0" o.c., typ. FLAT CLG` @ 8ft Beer Dispenser FLAT CLG. @ 8ft F.F. Plastic Laminated Counter Top,1 typ. Vindow Infill Truss Area creen TOP OF FRP–@ 8ft FLAT CLG. @ 8ft F.R.P. ,0 1 ' F.F. KITCHEN AREA -WEST INTERIOR ELEVATION D 1 /4" = 5Area Painted ;j_ Gyp. Brd7 �� a��• aa� u�aao• TOP OF FRP. @ 8f t 4 Plastic Laminated Steel Counter Top, typ. Rail tWindow Infill, typ. Plastic Laminated, Sales CountFr Prep. Sink ' gyp' 1' .... � ..... � .. :.....:...... `• Ice Cream %. � � / / ....� ...i,.�� ..ei \..,,..; ync. , .. , Frezzer Gate -v 0040 F.F. 6" Coved Base KITCHEN AREA - SOUTH INTERIOR ELEVATIONCB 1/411 /4" = 1'-0" Paint Color 3 Paint Color 2 Paint Color 1 _ set Base INTERIOR ELEVATION E 1/411= 1-0 Z Panted Gyp. Brd7 1/4"x3" Steel w/ Lags @ 4'-0" o.c., typ. Plastic Laminated 6" Coved Bzase Shelf, typ. 4" Topset Base INTERIOR ELEVATIONC 1/411= 1-0 Window .AT CLG. @ 8ft F.R.P. IUTTE COUrgTy JILDING DIVISION Oi 1 [VVED NORTH INTERIOR ELEVATION A 1/4 - 011 F. DATE BY No. Ai 10/13/14 MMR k.... I —j U W C—+ U00 N O� O �-j Ecu It c L � U) 00 W 0U 14 a Z zQ uo W W W W O 0U aw w� zo U r� M�1 F—IV . 00 tn � QU U � Z H � W W DRAWN BY MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB No. SHEET A290 A EQUIPMENT SCHEDULE ROOM NAME I BTM. CHORD DESCRIPTION BASE N OF TRUSS, TYP. OF TRUSS BTU WIDTH DEPTH HEIGHT 2X BLOCK/LADDER FRAMING BEARING WALLS, TYP., U.N.O. SYM. QTY. (OR EQUAL) MODEL # VOLTS AMPS HP (GAS) (INCHES) (INCHES) (INCHES) MANUFACTURER COMMENTS INTERIOR FINISH, TYP., U.N.O. PARALLEL TO JOISTS J (SINGLE PHASE) 9'-0 SEE ELEVATIONS DELI 103 A D B B Ol 1 BEER DISPENSER TDB -24-48G 115 7.6 1/3 ----- 491/8 25 1/2 355/8 TRUE FOOD SERVICE B B VARIES SEE ELEVATIONS SALES AREA 105 G C I ----- 1 E EQUIPMENT VARIES O2 1 DISPLAY CASE TSID-72-6 115 9.4 1/2 ----- 72 1/2 291/2 501/4 TRUE FOOD SERVICE EQUIPMENT 30 1 ICE CREAM FREEZER / DIPPER EDC -8 115 4.3 1/3 ----- 47 1/2 233/4 511/2 EXCELLENCE 40 1 MICROWAVE MW1000T 115 8.3 ----- ----- 20 181/2 12 SOLWAVE 50 1 PIZZA OVEN P44S 208 35.4 ----- ----- 26 28 281/2 BAKERS PRIDE 1 SANDWICH / SALAD UNIT TSSU-72-30M- B -ST 115 10.3 1/2 ----- 723/8 341/8 403/8 TRUE FOOD SERVICE O7 H-2939-86 1 WIRE SHELVING� _____ _____ ----- ----- 30 18 86 U -LINE ADJUSTABLE SHELVES 8 1 HAND SINK 1097PS61 ----- ----- ----- ----- 10 15 5 REGENCY STAINLESS STEEL O 1 MOP SINK W/ HOT & COLD TSBC1610501 ----- ----- ----- ----- 24 24 12 FIAT PRODUCTS WATER SUPPLY 10 1 THREE COMPARTMENT SINK W/ 60OS31620218 ----- ----- ----- 88 25 1/2 443/4 REGENCY 16 GA STAINLESS STEEL LEFT & RIIGjaDRAIN BOARI S "'67 70M SINK W/ 30 11 1 •, RIGHT DRAIN BOARD FE -1 -1620 -18R -X ----- ----- ----- ----- 361/2 253/4 45 BS ADVANCE TABCO 18 GA STAINLESS STEEL 12 1 TABLE FOR PIZZA OVEN 600TSB3030S ----- ----- ----- ----- 30 30 34 REGENCY 16 GA STAINLESS STEEL 13 O 1 \11-"\.-",,,,,-,,"",.,.,",-,.,",�- WORK TABLE �>� 600TSB 24725 ----- ----- ----- ----- 72 24 34 REGENCY 16 GA S.S. W/ BACKSPLASH 14 1 VERTICAL BROILER VBE 30 120 .4 ----- 30,000 16 25 32 STAR -MAX GAS 15 2 FLOOR SINK FS -1262 12 12 6 ***GSW _____ PRODUCT 16 1 *EXHAUST HOOD SEE CAPTIVEAIRE SHEETS IOF2&2OF2 17 1 WATER HEATER TKJR-2-IN 120 1 ----- 19,500- 133/4 73/4 201/4 TAKAGI 2,000 WATT ELEMENT 140,000 18 1 **MAKE UP AIR SEE CAPTIVEAIRE SHEETS 1 OF 2 do 2 OF 2 19 1 HVAC UNIT, ON ROOF RGS060 KDAAOAAA 208/230 1 PHASE MIN, 40 MOCP 60 1.2 INPUT 72,000 OUTPUT 59,000 1/2" PIPE 74 3/8 44 33 3/8 DAY do NIGHT 569 LBS NHPL-1836- 20 1 HEATER PROOFER ECOC 120 14 ----- 21 30 3/4 661/2 WIN HOLT _____ 21 1 PLASTIC LAMINATE CASEWOORK---- ---- ----- 48 30 34 W/ OPEN SHELVING & S. STL. CT. ----- ----- CABINET SHOP STAINLESS STEEL COUNTERTOP 22 1 GRIDDLE WGR 240 240 13.75 ----- ----- 261/2 23 1/2 93/4 WARING 23 2 DEEP FRYERS 3 WDF 1550D 240 32 ----- ----- 261/2 181/2 5.8-6.3 WARING (4.5"xl 1.5" BASKET 1) 9.5"x11.5" BASKET 24 1 REFRIGERATOR GDC15 240 5.2 1/4 ----- 26 23 79 AVANTCO GLASS DOOR - BLACK ***GWS *EXHAUST HOOD: Rating to be approved by Butte County health department prior to installation. 4177 Rowland Ave #i B El Monte, CA 91731 **MAKE UIP AIR: Size to approved by Butte County building department prior to installation. (626) 291-5599, (800) 897-5999 Website: GWS-USA.COM SIMPSON DTC @ EACH TRUSS, TYP., U.N.O. PERPENDICULAR TO JOIST SIMPSON DTC @ EACH TRUSS, TYP., U.N.O. ROOM NAME I BTM. CHORD FLOOR BASE N OF TRUSS, TYP. OF TRUSS VI a CEILING INTERIOR NON LOAD REMARKS 2X BLOCK/LADDER FRAMING BEARING WALLS, TYP., U.N.O. G WITH (2) 16d EACH END C¢.7 V INTERIOR NON LOAD V v BEARING WALLS, TYP., U.N.O. INTERIOR FINISH, TYP., U.N.O. PERPENDICULAR TO JOIST SIMPSON DTC @ EACH TRUSS, TYP., U.N.O. INTERIOR NON-BEARING WALLS Not to Scale INTERIOR NON—BEARING WALL ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI DS72 SHOT PINS AT 24" O.C. NON-BEARING WALL @ (E) SLAB (EXISTING) CONCRETE SLAB -ON -GRADE PER PLAN Not to Scale ROOM FINISH SCHEDULE ROOM NAME L BTM. CHORD FLOOR BASE NORTH WALL OF TRUSS, TYP. N WEST WALL CEILING VI REMARKS 2X BLOCK/LADDER FRAMING s>~ G WITH (2) 16d EACH END C¢.7 E INTERIOR NON LOAD V E BEARING WALLS, TYP., U.N.O. PROVIDE (2) WALL COLORS, (1) FOR WAINSCOT, (1) ABOVE BATHROOM 102 G J INTERIOR FINISH, TYP., U.N.O. PARALLEL TO JOISTS J INTERIOR NON-BEARING WALLS Not to Scale INTERIOR NON—BEARING WALL ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI DS72 SHOT PINS AT 24" O.C. NON-BEARING WALL @ (E) SLAB (EXISTING) CONCRETE SLAB -ON -GRADE PER PLAN Not to Scale ROOM FINISH SCHEDULE ROOM NAME NO. FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING CEILING HEIGHT REMARKS DINING AREA 101 G C E E E E E VARIES PROVIDE (2) WALL COLORS, (1) FOR WAINSCOT, (1) ABOVE BATHROOM 102 G J J J J J F 9'-0 SEE ELEVATIONS DELI 103 A D B B B B E VARIES SEMI GLOSS PAINT ON CEILING KITCHEN 104 A D B&H B B B B VARIES SEE ELEVATIONS SALES AREA 105 G C I ----- 1 E E VARIES SEE ELEVATIONS FT CABINET FINISH SCHEDULE NO. CAB. FACE COUNTERTOP PULLS HINGES REMARKS 101 4" TOP SET BASE D 6" COVE VINYL BASE E 5/8" GYPSUM WALL BOARD, PAINTED, COLOR AS PER OWNER 102 5/8" GYPSUM "GREEN BOARD," PAINTED, COLOR AS PER OWNER G STAINED CONCRETE H STAINLESS STEEL 103 1 3 2 2 2 104 3 GALV. SHEET METAL 105 NOTES: 1. WALLS WILL HAVE TWO SHADES OF PAINT. 2. SEE INTERIOR ELEVATIONS FOR MORE INFORMATION. MATERIAL LIST SYMBOL DESCRIPTION A COMMERCIAL GRADE SHEET VINYL B F.R.P., TO +8'-0", GYP. BRD. ABOVE C 4" TOP SET BASE D 6" COVE VINYL BASE E 5/8" GYPSUM WALL BOARD, PAINTED, COLOR AS PER OWNER F 5/8" GYPSUM "GREEN BOARD," PAINTED, COLOR AS PER OWNER G STAINED CONCRETE H STAINLESS STEEL J CERAMIC TILE CABINETS & COUNTERTOPS I PLASTIC WILSONART, MISSION LAMINATE GLAZE, 4854-38 2 AS PER OWNER 3 GALV. SHEET METAL U 0 Q w w 0 U WALL SCHEDULE EXISTING 2x4 WALLS TO REMAIN, TYP.,, U.N.O.I EXISTING 2x6 WALLS TO REMAIN, TYP.,, U.N.O. I NEW FULL HEIGHT WALLS OR INFILL, 2x WOOD STUDS @ 16" O.C., TYP., U.N.O. NEW WALLS @ f 50" A.F.F., 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. Meter EQUIPMENT SCHEDULE 1/411 /4" = 1'-01 1 (N) Elec. Panel - A BUTTE COUINIT �` BUILDING DIVISION APPROVED F. DATE BY No. Ai 10/13/14 MMR W co CV (n j LO M C)v7 E .c E 4 U) O 00 w U 0 U LO � U C7 z zQ Cn �D W W W w� O' U a W � W W w� Z 0 zV vZ 00 w c1 � Z ► Dcs w H Q Z W w C) N H d U O U w Z aQ �D aU w vicn rvi� s � MMR CHECKED NY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET 1,0 �SgD AAZI'1\ 1� PAUL A. ovC-25999 �r EXP. 05-31-15 �OF CAL IV / 9 ►J ►64 ►QR1 0-4 Z.1CONCRETE SLAB (2500 PSI AT 30 DAYS) W/ #4 BAR @ 24" O.C. EACH WAY @ MID DEPTH OVER 10 MIL. VISQUEEN OVER 2" MIN. WET SAND OVER 4" MIN. COMPACTED GRAVEL FILL, TYP., U.N.O. L STAINED CONCRETE FINISH 7 FLOOR FINISH 1/4" = 11 -011 0 24'-0" Table 72x24 Vertical Broiler 25x16 � (2) 5x12 Deep Fryers Pizza Table 3000 Pizza Oven 26x28 Exhaust Hood Above (N) Pass Thru (E) Water line stub mut 4040 Window, 12"x18" As Built) I Grill 4040 o Mop Sink i 26x24 O IOD (As Built) 24x24 Counter I I I Hand Sink .. ...."." M _ _ _ �m " .": I 166E Hollow 10x15 KITCHEN I Metal Door Qo 104 I Proofer 21x30.25 .. "o ell I O m I to Q .,• ( O (3) Compartment 8.5x29. Sink 88x25.5 (N) 3042 Gate Ice Cream Prep. Sink I -o-1 i u K FreezerL Floor Sink, typ. 14, 47x29 LoJ O 7(E)6E SALES+�OAREA I' On Demand 4 105 O 3 Water Heater o� 0."1 (E) 3068 0 /II Ceiling break above I I Approved Table DINING AREA 101 (E) Metal threshold, typ. o A ' k: �W omMMM��\a�� 11 Path of travel to h/c parking. 1 I' -1X" E I O I See reference site plan. o� M o¢ T -3Y2" 12 0C 110 X1.1 0 i BATHROOM �€ n r� 5... .....< ...... ...... ...... J �../ nQ I [](E) Gas Meter 5050 5050 (As Built) (As Built) New Elec.(E) Sewer clean out stub out Meter FLOOR PLAN 1/411 = 1'-0" WALL SCHEDULE EXISTING 2x4 WALLS TO REMAIN, TYP.,, U.N.O. EXISTING 2x6 WALLS TO REMAIN, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x WOOD STUDS @ 16" O.C., TYP., U.N.O. NEW WALLS @ f 50" A.F.F., 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. KEYNOTE SCHEDULE O AS PER STATE FIRE MARSHALL / CFC SECTION 1207.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. ® INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 9 / HC 1. MOUNT AT A HEIGHT OF 60" FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. O NOT USED O PROVIDE A MINIMUM OF ONE 2-A:10-B:C U.L LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS TO BE PLACED AS DIRECTED PRIOR TO FINAL. THEY SHALL BE CONSPICUOUS, READILY ACCESSIBLE, AND IMMEDIATELY AVAILABLE FOR USE. NO POINT IN BUILDING SHALL BE FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. OTACTILE EXIT SIGNAGE IN COMPLIANCE W/ CBC 1011.3 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT." 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " O BATHROOM WALL SIGNAGE IN ACCORDANCE WITH CBC 1117B.5.7. SEE DETAIL 3/HCI O EXIT DOORS SHALL BE ABLE TO EE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND. SEE DETAIL 7/HCI O NOT USED O WATER HEATER, PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. O NOT USED ADA NOTES 1. THIS FACILITY SHALL BE IN COMPLIANCE WITH 2013 CBC CHAPTER I IB, ACCESSIBILITY TO PUBLIC BUILDINGS 2. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. 3. EGRESS DOORS: A. LOCKABLE FROM THE INSIDE W/ BUTTON OR FROM THE OUTSIDE W/ KEY, UN -LOCKABLE FROM THE OUTSIDE W/ KEY, ALWAYS UN -LOCKABLE FROM THE INSIDE. B. EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION, 2010 CBC 1008.1.9 C. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 2010 CBC 1008.1.E 3. SEE DETAIL SHEETS HCI & HC2 FOR ADA DETAILS. l CONSMUCTION NOTES . GYPSUM BOARD: CEILINGS: 1/2" CEILIi*-1J BOARD, TYP. U.N.O. WALLS: 1/2" GYP.BRD, TYP., U.N.O. INSTALL WITH 5d (MIN.) COOLER NAILS @ 7" O.C. AND 3/8" FROM 1 „.SEDGES AND ENDS. 2. ALL DOORS OR WALL OPENINGS SHALL BE INSTALLED @ CENTER OF WALL OR 3" MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. 3. ALL INTERIOR DOORS 3068 SOLID CORE, TYP., U.N.O. Remove (E) Glazing, replace "IN, 4. SEE REFERENCE DRAWING FOR INFORMATION NOT SHOWN ON THESE with obscure pattern, to be PLANS selected by owner with new tempered glazing. 5. VERIFY ALL EQUIPMENT CLEARANCES. i 6. FIELD VERIFY TEMPERED GLAZING IN EXISTING DOORS. REMOVE�1 AND REPLACE AS REQUIRED. t� U Z 0. ,,. .: !39 DIMENSION NOTES 1. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, FACE OF POST, TYP., U.N.O. BUTTE cou;n BUILDING REV. DATE BY No. Ai 10/13/14 MMR I I —) U W U00 r, N LO U) co ►e -j � E .co �—•� L M ►-DU) 00 FsjO W 0� co � U Z zQ � W � O 0U ate.] W Z 0 `.J F--1 un Z oc C'nct� kn � QU c z� U r O U Z 1--1 aZ 0 w O MMR „F 72x29 Deli. Case CHECKED BY I o DATE 08-13-14 I DELI SCALE AS SHOWN JOB NO. 103 Wire Shelving Al • 30x24 2x12 Wall Cap w/ 1" radius @ public side, typ. Panel A -- (N) Elec. Panel - A 20x18 Microwave A` „.< I 2x12 Wall Cap Seri ing Counter Beer Disp. 49x26 o as A1.1 'n ( 78x24 I - M Serving counter top flush I w/ public side wall surface I (E) 6068 0."1 (E) 3068 0 /II Ceiling break above I I Approved Table DINING AREA 101 (E) Metal threshold, typ. o A ' k: �W omMMM��\a�� 11 Path of travel to h/c parking. 1 I' -1X" E I O I See reference site plan. o� M o¢ T -3Y2" 12 0C 110 X1.1 0 i BATHROOM �€ n r� 5... .....< ...... ...... ...... J �../ nQ I [](E) Gas Meter 5050 5050 (As Built) (As Built) New Elec.(E) Sewer clean out stub out Meter FLOOR PLAN 1/411 = 1'-0" WALL SCHEDULE EXISTING 2x4 WALLS TO REMAIN, TYP.,, U.N.O. EXISTING 2x6 WALLS TO REMAIN, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x WOOD STUDS @ 16" O.C., TYP., U.N.O. NEW WALLS @ f 50" A.F.F., 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. KEYNOTE SCHEDULE O AS PER STATE FIRE MARSHALL / CFC SECTION 1207.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. ® INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 9 / HC 1. MOUNT AT A HEIGHT OF 60" FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. O NOT USED O PROVIDE A MINIMUM OF ONE 2-A:10-B:C U.L LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS TO BE PLACED AS DIRECTED PRIOR TO FINAL. THEY SHALL BE CONSPICUOUS, READILY ACCESSIBLE, AND IMMEDIATELY AVAILABLE FOR USE. NO POINT IN BUILDING SHALL BE FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. OTACTILE EXIT SIGNAGE IN COMPLIANCE W/ CBC 1011.3 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT." 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " O BATHROOM WALL SIGNAGE IN ACCORDANCE WITH CBC 1117B.5.7. SEE DETAIL 3/HCI O EXIT DOORS SHALL BE ABLE TO EE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND. SEE DETAIL 7/HCI O NOT USED O WATER HEATER, PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. O NOT USED ADA NOTES 1. THIS FACILITY SHALL BE IN COMPLIANCE WITH 2013 CBC CHAPTER I IB, ACCESSIBILITY TO PUBLIC BUILDINGS 2. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. 3. EGRESS DOORS: A. LOCKABLE FROM THE INSIDE W/ BUTTON OR FROM THE OUTSIDE W/ KEY, UN -LOCKABLE FROM THE OUTSIDE W/ KEY, ALWAYS UN -LOCKABLE FROM THE INSIDE. B. EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION, 2010 CBC 1008.1.9 C. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 2010 CBC 1008.1.E 3. SEE DETAIL SHEETS HCI & HC2 FOR ADA DETAILS. l CONSMUCTION NOTES . GYPSUM BOARD: CEILINGS: 1/2" CEILIi*-1J BOARD, TYP. U.N.O. WALLS: 1/2" GYP.BRD, TYP., U.N.O. INSTALL WITH 5d (MIN.) COOLER NAILS @ 7" O.C. AND 3/8" FROM 1 „.SEDGES AND ENDS. 2. ALL DOORS OR WALL OPENINGS SHALL BE INSTALLED @ CENTER OF WALL OR 3" MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. 3. ALL INTERIOR DOORS 3068 SOLID CORE, TYP., U.N.O. Remove (E) Glazing, replace "IN, 4. SEE REFERENCE DRAWING FOR INFORMATION NOT SHOWN ON THESE with obscure pattern, to be PLANS selected by owner with new tempered glazing. 5. VERIFY ALL EQUIPMENT CLEARANCES. i 6. FIELD VERIFY TEMPERED GLAZING IN EXISTING DOORS. REMOVE�1 AND REPLACE AS REQUIRED. t� U Z 0. ,,. .: !39 DIMENSION NOTES 1. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, FACE OF POST, TYP., U.N.O. BUTTE cou;n BUILDING REV. DATE BY No. Ai 10/13/14 MMR I I —) U W U00 r, N LO U) co ►e -j � E .co �—•� L M ►-DU) 00 FsjO W 0� co � U Z zQ � W � O 0U ate.] W Z 0 `.J F--1 un Z oc C'nct� kn � QU c z� U r O U Z 1--1 aZ 0 w O MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET Al • NOTE: The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet (5048 mm) measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet (3048 mm) of horizontal distance, a 59 slope shall be provided to on approved alternative method of diverting water away from the foundation. 5wales used for this purpose shall be sloped a minimum of 2 percent where located within 10 feet (3048 mm) of the building foundation. Impervious surfaces within 10 feet (3048 mm) of the building foundation shall be sloped a minimum of 2 percent away from the building. 205 WA5TENATER REDUCTION NOTE: PER 5EC. 5.504.4. THIS PROJECT WILL REDUCE NA5TENATER; BY USE OF NATER -CONSERVING F I XTURE5 MEETING THE CRITERIA ESTABLISHED IN SECTION 5.505.2. WATER -CONSERVING F I XTURE5 WILL BE SELECTED FROM TABLE 5.505.2.2 DURING FUTURE TENANT INFILL PROJECTS. �3 •� (E) DRIVEWAY (E) D.I I. SEE SHEET A5.0 FOR TRELLIS PLAN a ELEVATIONS (E) ACCESS RAMP EXTENDED NATER FROM (E) BOX TO BUILDING 4 STUBBED IN NALL PARCEL/PROJECT INFORMATION PROPERTY OWNER: CLARK $ DOROTHY KNONLES OWNER CONTACT/AGENT: TOM KNOWLES c1285 SARAH ANN CT. DURHAM, GA Q5g38 (550)518-046a PARCEL #: 040-210-00-T-0 ACRES: .5q FLOOD ZONE: X -ZONE X, AREA OUTSIDE 500 YR. FLOOD PLAIN TYPE OF CONSTRUCTION: V -B ZON I NC : G-2 C ENERAL GOMMERG I AL C ENERAL PLAN: RTL - RETAIL/OFFICE PROPOSED GP 2050: G -COMMERCIAL p,Gv' pQwnt SP1 mQrk\n9 n the r b��SpQrk`ngfor stQ11 t of the thee VSed 5voh W1th W\ tY�e c1har0 teword Q`a d `y 4\S\b\e fo1loW�n� or the 1a11 stry\ng 1e. 06s, � the S ,y-ed� hoc beneQ�ch a� C (E) GONG. BLOCK BIN SNCL .w/ STEEL GATES 1 Provide readily accessible areas that serve the entire building and are identified for the depositing, n storage and collection of non hazardous materials rn -- _ for r�c�yal iIng,c-I 1aud�r+g -(a -a-miry-imt�m)-paper, — — — — - ______________G-----------►�►-----------6------- corrugated cardboard, glass plastics and metals. ------(E) GAS ----------------------G-------- CONSTRUCTION NA5TE: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS. CALCULATE THE AMOUNT OF MATERIALS DIVERTED BY HEIGHT OR VOLUME, BUT NOT BY BOTH. EXCAVATED SOIL AND LAND GLEANING DERIS: 100 PERCENT OF TREES, !STUMPS, ROCKS AND'A55001ATED VEGETATION AND SOILS FROM LAND CLEARING SHALL BE REUSED OF RECYCLED. SITE PLAN 1/8" = 1'-0" BUTTE COUN-17—'i' BUILDING DIMt S APPROV (." N I3. REV. DATE BY No. Q10/13/14 MMR F-+ U W 00 N rn �'LOLO o ET �r cca E o 00 W coCD co 0 LO iE �W z zQ PP wQ 0 � U a � W z� 0 U c Z Q '00 �QU W �� w � �U U � U W W a W E--+ URAWN sr MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET 0 • t\, EXP. 05-31-15 11 r \TF Op CAL Iv CAL6reen 2015 Non -Residential Mandatory Measures tom l iance checklist PLANNING E DE -516N Method of compliance Verification Plan Review Inspector Documentation Commissioning plan. A commissioning plan describing how the project will be commissioned Site Development and Includes items listed In 5.410.2.5. contractor Storm Water Pollution Prevention Plan (5WPPP). <1 acre, develop a SWPPP compliant with Done as part of See note from 5.410.2.4 5.106.1 State Storm Water NPOE5 Construction Permit or local ordinance, whichever Is stricter. approved site/shell drawings system, and system -to -system Interface, has been demonstrated. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.4.2; Done as part of approved site/shell See note from U or meet local ordinance, whichever Is stricter. drawings 5.410.2.5.1 Systems manual.. The Systems Manual shall be delivered to the building owner or representative See note from 5.410.23 5.106.4.1 Short -Term bicycle parking.Visitor traffic -Permanent) anchored within 200 feet of entrance motorixed Done as part of approved site/shell cin 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each 5% of visitor vhicle parking ea acit , minimum of one two -bike rack. p g p y drawings equipment type and/or system shall include items listed in 5.410.25.2 5.410.23 5.106.4.2 Long -Term bicycle parking. Buildings >10 tenant -occupants, sccurc bicycle parking for 5% of Commissioning report. A complete report of commissfioning process activities (design through See note from 5.4102.6 construction and reporting recommendations for post=: construction) have been provided to the tenant-occupled motorized �tehicle parking capacity, one space m;n. N/A owner or representative. 5.106.5.2 Designated parking. for any combination of low -emitting, fuel-efficlent and carpool/van pool N/A See note from 5.410.23 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be vehicles as shown in Table 5.106.6.2 5.410.4.2 included for testing and adjusting shall include, as appolicable to the project, the systems listed In Light pollution reduction. California Energy Code. Interior and Exterlor Lights zero direct -beam 5.410.52 5.410.4.5 Procedures. Perform testing and adjusting procedures in accordance with Industry best practices Illumination leaves the building site. Meet or exceed levels for zones 1-4 Ch. 10 of the California and applicable national standards on each system. 5.410.23 Administrative Code, using the following strateglcs: HVAC balancing. Before a new space conditioning system serving a building or space is See note from 5.410.4.5.1 operated for normal use, the system should be balanced In accordance with the procedures I. Shield all exterior luminaalres or use cutoff luminaires. N/A defined by national standards listed in 5.410.5.5.1 5.106.8 2. Contain Interior lighting within each source. Reporting. After completion of testinq, adjusting and (balancing, provide a final report of testing See note from signed by the individual responsible for performin these services. 5. Allow no more than .OI horixontal foot candle, 15 ft beyond the site. 5.410.45 Operation and maintenance manual. Provide teh building owner with detailed 04M instructions See note from 4. Contain all exterior lighting within property boundaries. and copies of uarantles/warranties for each system prior to final inspection. 5.410.23 5.410.4.5.1 Inspections and reports. Include a copy of all Ins ectiion verifications and reports required by the Exception: Ste Part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking enforcing agency. facilities and walkways. ENVIRONMENTAL QUALITY 5.106.10 Grading and paving. Site grading or drainage system away from building. N/A 5.503.1 Install only a direct -vent sealed- cobustion gas or sealed wood -burning fireplace, or a scaled ENERGY EFFICIENCY 04 woodstove, and refer to residential requirements In the California Energy Code, Title 24, Part 6, N/A Performance Requirements a 5.505.1.1 Woodstoves. Woodstoves shall comply with US EPA Phaase II emission limits. N/A Project meets CEC, Pollutant Control � w� 5.201.1 Scope. Stay current with the Callfornia Energy Commission as they adopt mandatory building Title 24, part 6 zo during construction. standards. 5.504.4 Finish material pollutant control. Finish material sholll comply with Sections of 5504.4.1 through Understood WATER EFFICIENCY AND COSERVATION U Adhesives, sealants, caulks. Adhesives and seolontss used on the project shall meet the Indoor Water Use V requirements of the folowing standards. Z 5.501.1 Motors. Separate meters shall be Installed for the useds described In Sections 503.1.1 through sheet See plumbing plan and caulks shall comply with local or reginonol air pollution control or air quality management district 503.1.3 5504.4.1 rules wher applicable, of 5CAOMD Rule 1168 VOC limits, as shown In Tables 5.504.4.1 and 5.504.4.2 Understood Z Buildings >50,000 of. Separate submeters installeled as follows: (in units of procuct, less packaging, whichdo not weigh rnore than one pound and do not consist of I. Individual leased, irented or other tenant space within the building prohjected to consume > 100 00 more than 16 fluid ounces) shall comply with statewide NVOC standards and other requirements, 5.505.1.1 gal/day. N/A 17, commencing with Section x4507. 2. Laundry of cleaners, restaurant or food service, medical or dental office, laboratory or beauty 5504.4.5 Paints and Coatings. Archetectural paints and cotatingls shall comply with Table 5.504.4.2 unless �•-i salon or barber shop projected to consume > 100 gal/day. understood Aerosol Paints and Coatings. Aerosol points and coatings shall meet the Product -Weighted 5.303.1.2 Excess consumption. Any building within o project or space within a building that is projected to N/A MIR Limits for ROC In section 414522(a)(5) and other requirements, including prohibitions on use Understood consume more than 1,000 gal/day 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at Understood See notes on the request of the enforcing agency. W 5.505.2 20 Percent savings. Plumbing fixtures and fixture fittings schedule, reducing plumbing plan requiements of one of the standards listed in 5.504.4.4. potable water use Iby 20 percent. sheet Carpet cushion. All carpet cushion Installed in the bulleding interior shall meet the, requirements of N/A Multiple showerheads serving one shower. The, combined flow rate, of all showcrheods shall 5.504.4.4.2 Carpet adhesive. All carpet adhesive meets the requiirements of Table 804.4.1. 5.505.2.1 not exceed the marximum flow rates specified in the 20 percent reduction column contained In N/A Composite wood products. Hardwood plywood, particle, board, and MDF, composite wood b 5504.4.5 Table 5.5052.3 or Ithe shower shall be designed to only allow one, showerhead to be in N/A formaldehyde as specified in Table 5.4405.4. operation at a times. Early compliance with formaldehyde limits.. Where comp�ly►ng composite wood product Is readily w A5.504.4.5.1 Wastewater reduction. See notes plumbing plan Z dates indicated In Table 5.504.4.5 (Tier 1), or use composite wood products made wiht either 5.505.4 I. The installation of water -conserving fixture or sheet GARB -approved non -added formaldehyde, (NAF) resins or GARB -approved ultra-low emitting 2. Utilizing nonpotable water systems Documentation. At least on of the following has been provided for 5.504.4.5: Provided by Plumbing fixtures and fittings. Plumbing fixtures and fittings shall comply with the requirements See notes on I. Product certifications and specifications. contractor upon request listed for each type In items listed In Table 5.505.6 plumbing plan 5. Other methods acceptable to the enforcing agency. I. Water closets (toilets) - tank type Sheet Resilient flooring systems. Comply with the VOC-emission limits defined In the 20041 CHP5 5504.4.6 2. Public lavatory faucets Understood Floor5core, program of the Resilient Floor Covering Institute.. 5.505.6 5. Public metering self-closing faucets A5.504.4.6.1 Verification of Compliance. Documentation was provided verifying that resilient flooring Provided by Outdoor Water Use N/A 5.504.1 Water Budget. Water budget landscape irrigation use, N/A Hazardous particulates and chemical pollutants. Minimize and control polluntantentry into buildings Understood Outdoor potable water use. For new water service, separate meters or submeters are Installed N/A A5.504.5.2 Isolation of pollutant sources. In rooms where activities produce hazardous fume or chemicals, 5.504.2 for Indoor and outdoor potable water use for landscaped areas between 1,000 and 5,000 s.f. 0 exhaust them and isolate them from their adjacent rooms as listed in Items I through 5 in Understood 5.304.3 Irrigation design. New projects install Irrigation controllers and sensors for landscape areas 5.504.5.5 Fllters. In mechanically ventilated buildings, provide MERV 5 or better air filtration media for between 1,000 and 2,500 91.N/A outside and return air prior to occupancy. Understood Irrigation controllers. Indoor Moisture control. Buildings shall meet or exceed the, provisions of California Building I. Controllers shall be weather or soil moisture based. 5.505.1 Code, CCR, Title 24, Part 2, Sections 1205 and Chapter 14.1 Understood 5.504.5.1 2. Weather -based controllers without integral rain sensors or communication systems hav a N/A 5.506.1 Outside air delivery. The minimum requirements of Section 121 of the California Energy Code, separate wired or wireless rain sensor. soil moisture -based controllers are not required to have CCR, Title 24, Part 6 and Chapter 4 of COR, Title 5 or the applicable local code, whichever Is Understood rain sensor Input. Weather Resistance and Moisture Management 5.5062 Carbon dioxide (CO2) monitoring. For buildings equipped with demand control ventilation, Cot Weather rotection. Provide a weather -resistant exterior wall and foundationenvelo a as p p Done as part of approved site//ss hell sensors and ventilation controls are installed per Title 24 Energy Code. 5.407.1 required by California Building Code, Section 1405.2 and California Energy Code Section 150, drawings OUtdOOr Air,Qualiiy manufacturer's instaIlotion instructlonsor Ical ordinance, whichever is more stringent. 5.508.1 Ozone Depletion and global warming reuctions Installations of HVAC, refrigeration 5.4072 Moisture control. Employ moisture control measures by the following means: Understood 5.505.1.1 CFCs. Install HVAC and refrigeration equipment that docs not contain CFC's 5.401.2.1 Sprinklers. Prevent Irrigation spray on structures. See note from Holons. Install fire suppression equipment that docs not contain Holons. Understood 5.106.1 5.4072.2 Entries and openings. Prevent water Intrusion Into buildings entries 4 openings See note from 5.106.1 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Construction Waste Reduction, Disposal and Recycling 5.408.1 Submit form as part 5.408.2 Gonstructlon waste diversion. A construction waste management plan has been submitted. of plan submittal 5.405.2.1 Documentation. Provide documentation of the waste management plan to the enforcement Submit form as part of plan submittal outhourty that meets the requirements listed in section 5.408.2 Items I thru 4 5.40&.2.2 Isolated jobsites. The enforcing agency may make exceptions to the requirements of this section when jobsites are located in areas beyond the, haul boundaries of the diversion facliity. N/A 5.405.5 Construction waste. Recycle and/or salvage minimum of 50 percent of non -hazardous construction and demolition debris or meet local ordinance, whichever Is more, stringent. See note from Exceptions: 5.106.1 I. Excavated soil and land -clearing. 2. Alternative waste reduction methods developed by working with local ogencics if diversions or recycle facilities capable or compliance with this item do not exist. 5.405.4 Evacuated soil and land clearing debris.. 100ercent of trees, stumps, rocks and associated be See note from 5.106.1 vegetation and soils from land clearing shall reused or recycled. Building Maintenance and Operation S ee from eon ee 5.410.1 Recycling by occufponts. Provide readily accessible areas that serve the entire building for the See note from depositing, storagie, and collection of non -hazardous materials for recycling. 5.106.1 Commissioning (Cx)_ For now bildings >10,000 s.f. building commissioning for all building 5.4102 systems covered Iby T24, Part 6, process systems, and renewable energy systems shall be N/A Included in the design and construction proccsscs of the building project. 5.410.2.1 Owner's Project Requirements (ORP). Documented before the design phase of the project begins the OPR shall include Items listed In 5.410.4 N/A 5.4102.2 Basis of Design (13OD) A written explanotionof how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically N/A to cover the systems listed In 5.410.2.2 Building Maintenance and Operation (cont) Method of erlficatton Plan Review Inspector Documentation compliance 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be commissioned To be submitted by mechanical and Includes items listed In 5.410.2.5. contractor See note from 5.410.2.4 Functional performance testing. The, correct installation and operation of tach component, 5.410.23 system, and system -to -system Interface, has been demonstrated. t--1 5.410.2.5 Documentation and training. A Systems Manual and Systems Operations Training were provided. See note from U 5.410.23 co 5.410.2.5.1 Systems manual.. The Systems Manual shall be delivered to the building owner or representative See note from 5.410.23 U and facilities operator and shall include Items listed In 5.410.2.5.2. cin 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each See no.e from .0 equipment type and/or system shall include items listed in 5.410.25.2 5.410.23 (A Commissioning report. A complete report of commissfioning process activities (design through See note from 5.4102.6 construction and reporting recommendations for post=: construction) have been provided to the 5.416.23 owner or representative. PP 5.410.4 Testing and adjusting. Testing and adjusting of s sterrns for buildings <10.000 s.f. g J 9• 9 j 9 y 9 See note from 5.410.23 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be See note from 5.410.23 5.410.4.2 included for testing and adjusting shall include, as appolicable to the project, the systems listed In 5.410.52 5.410.4.5 Procedures. Perform testing and adjusting procedures in accordance with Industry best practices See note from and applicable national standards on each system. 5.410.23 HVAC balancing. Before a new space conditioning system serving a building or space is See note from 5.410.4.5.1 operated for normal use, the system should be balanced In accordance with the procedures 5.410.23 defined by national standards listed in 5.410.5.5.1 5.410.4.4 Reporting. After completion of testinq, adjusting and (balancing, provide a final report of testing See note from signed by the individual responsible for performin these services. 5.410.23 5.410.45 Operation and maintenance manual. Provide teh building owner with detailed 04M instructions See note from and copies of uarantles/warranties for each system prior to final inspection. 5.410.23 5.410.4.5.1 Inspections and reports. Include a copy of all Ins ectiion verifications and reports required by the See note from 5.410.23 enforcing agency. ENVIRONMENTAL QUALITY Fireplaces 0 5.503.1 Install only a direct -vent sealed- cobustion gas or sealed wood -burning fireplace, or a scaled 04 woodstove, and refer to residential requirements In the California Energy Code, Title 24, Part 6, N/A Subchapter 7, Section 150. a 5.505.1.1 Woodstoves. Woodstoves shall comply with US EPA Phaase II emission limits. N/A Pollutant Control � w� 5504.5 Construction IAG Management. Cover duct openings aind protection of mechanical equipment Understood zo during construction. 5.504.4 Finish material pollutant control. Finish material sholll comply with Sections of 5504.4.1 through Understood 5.504.4.4 U Adhesives, sealants, caulks. Adhesives and seolontss used on the project shall meet the V requirements of the folowing standards. Z 1. Adhesives, adhesive bonding primers, adhesive prim4ers, adhesive, primer, sealants sealant primer, and caulks shall comply with local or reginonol air pollution control or air quality management district 5504.4.1 rules wher applicable, of 5CAOMD Rule 1168 VOC limits, as shown In Tables 5.504.4.1 and 5.504.4.2 Understood Z 2. Aerosol adhesive,, and smaller unit sizes of adhesives, and sealant or cauk\(king compounds (in units of procuct, less packaging, whichdo not weigh rnore than one pound and do not consist of 00 more than 16 fluid ounces) shall comply with statewide NVOC standards and other requirements, Including prohibitions on use of certain toxic compounds, of California Code of Regulation, Title 17, commencing with Section x4507. 5504.4.5 Paints and Coatings. Archetectural paints and cotatingls shall comply with Table 5.504.4.2 unless �•-i more stringent local limits apply. understood Aerosol Paints and Coatings. Aerosol points and coatings shall meet the Product -Weighted 5.504.4.5.1 MIR Limits for ROC In section 414522(a)(5) and other requirements, including prohibitions on use Understood of certain toxic compounds and ozone depleting substances (CCR), Title 17, Section C14520 at seg) 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at Understood V the request of the enforcing agency. W 5.504.4.4 Carpet systems. All carpet Installed in the building interior shall meet the testing and product N/A requiements of one of the standards listed in 5.504.4.4. 5.504.4.4.1 Carpet cushion. All carpet cushion Installed in the bulleding interior shall meet the, requirements of N/A the Carpet and Rug Institute Green Label program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive meets the requiirements of Table 804.4.1. N/A Composite wood products. Hardwood plywood, particle, board, and MDF, composite wood b 5504.4.5 products used on the interior of the building shall meet the requirements for N/A formaldehyde as specified in Table 5.4405.4. Early compliance with formaldehyde limits.. Where comp�ly►ng composite wood product Is readily w A5.504.4.5.1 available for non-residential occupancies, meet Phase 2 requirements before the compliance Z dates indicated In Table 5.504.4.5 (Tier 1), or use composite wood products made wiht either Understood GARB -approved non -added formaldehyde, (NAF) resins or GARB -approved ultra-low emitting formaldehyde (ULEF) resins (Tier 11) Documentation. At least on of the following has been provided for 5.504.4.5: Provided by 5504.4.5.2 I. Product certifications and specifications. contractor upon request 2. Chain of custody certification. w 5. Other methods acceptable to the enforcing agency. Resilient flooring systems. Comply with the VOC-emission limits defined In the 20041 CHP5 5504.4.6 criteria and listed on Its Low -emitting Materials List (o,r Product Registry), or under the Understood Floor5core, program of the Resilient Floor Covering Institute.. A5.504.4.6.1 Verification of Compliance. Documentation was provided verifying that resilient flooring Provided by material meet the pollutant emission limits. contractor upon request A5.504.5 Hazardous particulates and chemical pollutants. Minimize and control polluntantentry into buildings Understood and cross contamination of regularly occupied areas. A5.504.5.2 Isolation of pollutant sources. In rooms where activities produce hazardous fume or chemicals, 0 exhaust them and isolate them from their adjacent rooms as listed in Items I through 5 in Understood A5.504.5.2.on of regularly occupied areas. 5.504.5.5 Fllters. In mechanically ventilated buildings, provide MERV 5 or better air filtration media for outside and return air prior to occupancy. Understood Indoor Moletwe and Randon Conirol Indoor Moisture control. Buildings shall meet or exceed the, provisions of California Building 5.505.1 Code, CCR, Title 24, Part 2, Sections 1205 and Chapter 14.1 Understood Air Quality and Md9CMt 5.506.1 Outside air delivery. The minimum requirements of Section 121 of the California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of COR, Title 5 or the applicable local code, whichever Is Understood mor stringent, have, been met. PUTTS 'OU�I "Y 5.5062 Carbon dioxide (CO2) monitoring. For buildings equipped with demand control ventilation, Cot BUTT DIVI.� : N O L O sensors and ventilation controls are installed per Title 24 Energy Code. OUtdOOr Air,Qualiiy /�"�► Y 5.508.1 Ozone Depletion and global warming reuctions Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.505.1.2 Understood 5.505.1.1 CFCs. Install HVAC and refrigeration equipment that docs not contain CFC's Understood 5.505.12 Holons. Install fire suppression equipment that docs not contain Holons. Understood REV. DATE BY No. i 10/13/14 MMR I URAWIN 131 MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET GN2 G�t5ED ARCtijTt_ PAUL A. LI C-25999 EXP. 05-31-15 TF OF CAL IV U i t--1 U co U LOrn rn cin E .0 (A o 00 U 00U PP a CT o LO z zQ 0 W � 04 O U a W � w� zo U V Z Z 00 �D �•-i Q c3 � V W � U b w Z I --t w Q U 0 URAWIN 131 MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET GN2 G�t5ED ARCtijTt_ PAUL A. LI C-25999 EXP. 05-31-15 TF OF CAL IV ] FASTENING SCHEDULE INSULATION N ATTIC NEEDS TO HAVE A MINIMUM 1. APPLIANCES DESIGNED TO BE IN A FIXED POSITION IA. SMOKE DETECTORS @ NEW CONSTRUCTION: NO CONNECTION FASTENING A.n-t LOCATION I JOIST TO SILL OR GIRDER 3 - id COMMON (24" X 0.131") TOENAIL HEAT PRODUCING APPLIANCES SHALL HAVE 2. 3 - 3" x 0.131" NAILS GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: CLEARANCES TO COMBUSTIBLES ACCORDING TO 3 - 3" 14 GAGE STAPLES 2 BRIDGING TO JOIST 2 - id COMMON (24" x 0.131 ") TOENAIL EACH END CONCRETE 3. 2 - 3" x 0.131" NAILS U.M.C., ALL WOOD BURNING HEATERS AND WOOD 2 - 3" 14 GAGE STAPLES 1. 1 - 1" X 6" SUBFLOOR Or LESS 2 - 3d COMMON (24" x 0.131 ") FACE NAIL COMPRESSIVE STRENGTH TO EACH JOIST ALL FRAMING CILIPS, ANCHORS, TIES, STRAPS AND 2. 4 WIDER THAN 1" X 6" SUBFLOOR 3 - id COMMON (24" x 0.131") FACE NAIL FOUNDATIONS/PAD FOOTINGS......... 2500 PSI TO EACH JOIST MODIFICATIONS OF PROPRIETARY FASTENERS (100 SQ. IN.) PLACED WITHIN 12" OF THE CEILING AND 5 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (34" x 0.162" BLIND k FACE NAIL 6" SOLEJ LATE TO JOIST OR BLOCKING 16d (34"x 0.135") AT 16" O.C. TYPICAL FACE NAIL THE MINIMUM CEMENT CONTENT SHALL BE 500 LBS/CY. 5. 3" x 0.131" NAILS AT i" O.C. AMERICAN PLYWOOD ASSOCIATION. ] 3" 14 GAGE STAPLES 4. 'PORTLAND CEMENT SHALL CONFORM TO ASTM C150, SOLE LATE TO JOIST OR BLOCKING 3 -16d (31'x 0.135") AT 16" O.C. BRACED WALL PANELS TYPE I OR II. 3. 4 - 3" x 0.131"NAIL S AT 16" O.C. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE 6. 4 - 3" 14 GAGE STAPLES AT 16" O.C. SHALL BE AS MANUFACTURED BY THE "SIMPSON 7 TOP PLATE TO STUD 2 - 16d COMMON (31'x 0.162") END NAIL COMPANY" OR AN ICBO APPROVED EQUAL. 3 - 3" x 0.131" NAILS 6. ADMIXTURES USED TO INCREASE THE WORKABILITY BOLTS SHALL CONFORM TO ASTM A307. NUTS 3 - 3" 14 GAGE STAPLES WATFER HEATER TO BE FITTED WITH PRESSURE AND E STUD T SOLE ATE 4 - id COMMON (21'X 0.131 ") TOENAIL REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. PROVIDE HARD WIRED & INTERCONNECTED WITH 4 - 3" x 0.131"NAILS ] 3 - 3" 14 GAGE STAPLES 5. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ROOFS AT VENT i AND CHIMNEYS. 7. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED STUD T SOLE ATE 2 - 16d COMMON (31" x 0.135") END NAIL IN ACCORDANCE WITH ASTM C94. 1 3 - 3" x 0.131" NAILS E. MINIMUM CONCRETE COVER FOR REINFORCING STEEL 9. 3 - 3" 14 GAGE STAPLES BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" 9 DOUBLE STUDS 16d COMMON (31" x 0.135") 24" O.C. FACE NAIL CAST AGAINST AND PERMANENTLY EXPOSED TO 3" x 0.131" NAIL AT 12" O.C. ALARM MUST BE INSTALLED IN THE HALLWAY OF THE EARTH - 3" FORMED SURFACES EXPOSED TO EARTH OR FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. 3" 14 GAGE STAPLES AT:" O.C. 10 STUD T(�i SOLi"�LATE 16d COMMON (31'x 0.135") 24" O.C. TYPICAL FACE NAIL #6 AND LARGER - 2" SOLELY BATTERY OPERATED. 3" x 0.131" NAIL AT 12" O.C. OTHERWISE NOTED, SHALL BE DONE WITH COMMON ] 3" 14 GAGE STAPLES AT i" O.C. WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE STUD T SOLE LATE i - 16d COMMON (31" x 0.162") LAP SPLICE CBC. 12-3"x0.131"NAILS BACK FLOW PREVENTER. AS PER UPC. At COMBINED WITH SMOKE ALARMS SHALL 12 - 3" 14 GAGE STAPLES 11 BLOCKING BETWEEN JOISTS OR 3 - id COMMON (21" x 0.131") TOENAIL E RAFTERS TO TOP PLATE 3 - 3" x 0.131"NAILS TABLE 2304.9.1 OF THE CBC WITH NOMENCLATURE 3 - 3" 14 GAGE STAPLES APPROVAL BY THE OFFICE OF THE STATE FIRE 12 RIM JOIST TO TOP PLATE id (21" x 0.131") AT f" O.C. TOENAIL MARSHAL 3" x 0.131" NAIL AT 6" O.C. 125 VOLT SINGLE PHASE RECEPTACLES WITHIN 5 FEET 3" 14 GAGE STAPLE AT 6" O.C. CONTINUOUS PANEL EDGES, AND AT EDGES OF 13 TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (31" x 0.162") FACE NAIL OPENINGS. 3 - 3" x 0.131" NAILS (RECEPTICLES) SHALL BE LISTED TAMPER RESISTANT EN = EDGE NAILING, PANEL EDGES 3 - 3" 14 GAGE STAPLES PROVIDE ACCESS DOOR AS PER NEC 14 CEILING JOISTS TO PLATE Ifd COMMON 3 'x 0.162" TOENAIL 15 CEILING JOISTS TO PLATE 3 - id COMMON (21'x 0.131 ") TOENAIL 9. BON1D METALLIC GAS PIPE AND WATER PIPES TO THE 5 - 3" x 0.131" NAILS 9. WOOD MEMBERS SHALL BE ERECTED WITH POSITIVE 5 - 3" 14 GAGE STAPLES ALL 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH. 16 CONTINUOUS HEADER TO STUD 4 - id COMMON (2IFT X 0.131") TOENAIL 17 CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (31" x 0.162") FACE NAIL EXTIERIOR SHALL BE MOUNTED ON A CONCRETE PAD (SEE SECTION 230:.10.4.1, MIN. TABLE 23011.10.4.1 TABLE 230:.10.4.1) 4 - 3" x 0.131"NAILS 10. ALL NAILS LARGER THAN 16d, AND ALL NAILING 4 - 3" 14 GAGE STAPLES TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 18 CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (31'x 0.162") RACE NAIL (SEE SECTION 2308.10.4.1, MIN. TABLE 2303.10.4.1 UNITT ON THE SUPPLY SIDE OF THE DISCONNECT. TABLE 2303.10.4.1) 4 - 3" x 0.131"NAILS HOLES. 4 - 3" 14 GAGE STAPLES 11. 19 RAFTER TO PLATE 3 - 3d COMMON (21" x 0.131 ") TfOENAIL (SEE SECTION 2303.10.1, TABLE 2303. 10-1) 3 - 3" x 0.131" NAILS IN TINE ATTIC IN SUCH A POSITION TO ALLOW AN GRADE SHALL HAVE G.F.I. PROTECTION. 3 - 3" 14 GAGE STAPLES 20 1" DIAGONAL BRACE TO EACH STUD 2 - id COMMON (21'x 0.131 ") FIACE NAIL AND PLATE 2 - 3" x 0.131" NAILS 12. ALL SILLS OR PLATES RESTING ON CONCRETE OR 3 - 3" 14 GAGE STAPLES SPACE 12" OR WIDER. RECEPTACLES ABOVE COUNTER 21 1" X i" SHEATHING TO EACH BEARING 3 -11d COMMON (2-�" x 0.131 ") FACE NAIL 22 6WIDER THAN 17 11" HIN 3 - 9d COMMON (2 -?'x 0.131 ") FACE NAIL EQUIIPMENT. THERE WILL BE A SERVICE RECEPTACLE EACH BEARIN FIR, TYR, U.N.O. 23 BUILT-UP CORNER STUDS lid COMMON (31" x 0.162") 24" O.C. 3" x 0.131" NAILS 16" O.C. 3" 14 GAGE STAPLES 16" O.C. 24 BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0.192") 32" O.C. FACE NAIL AT TOP AND INSTJALLED WITH A SWITCH NEAR THE ATTIC ACCESS 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE 3" x 0.131" NAIL AT 24" O.C. BOTTOM STAGGERED OPENJING. 3" 14 GAGE STAPLE AT 24" O.C. ON OPPOSITE SIDES 12, 2 - 20d COMMON (Al" x 0.192") FACE NAIL AT ENDS AND 3 - 3" x 0.131" NAILS AT EACH SPLICE PROTECETD & WATER PROOF 3 - 3" 14 GAGE STAPLES 25 2" PLANKS 16d COMMON (31'x 0.162") AT EACH BEARING 26 COLLAR TIE TO RAFTER 3 - IOd COMMON (3" x 0.1411") FACE NAIL ATTIC ACCESS: 4 - 3" x 0.131"NAILS WITH 12 GA. COPPER WIRE. AN ATTIC N WHICH AN APPLIANCE 4 - 3" 14 GAGE STAPLES HAVEE R-4 PIPE INSULATION ON THE FIRST 5' OF THE 27 JACK RAFTER TO HIP 3 - IOd COMMON (3" x 0.141") TOENAIL HOT )AND COLD WATER PIPES IF THE UNIT IS A 9. KITCHEN: 4 - 3" x 0.131" NAILS OPENING AND PASSAGEWAY T LEAST LARGE TANK{ TYPE, OR THE ENTIRE PIPE SHALL BE 4 - 3" 14 GAGE STAPLES THE LARGEST COMPONENT OFF THE APPLIANCE, ANDD 2 -16d COMMON (31" x 0.162") FACE NAIL NOT LESS THAN 22" x 30" 3 - 3" x 0.131" NAILS SYSTEM. THE WATER HEATER IS TO HAVE SEISMIC HAVE NO OTHER OUTLETS 3 - 3" 14 GAGE STAPLES 2E ROOF RAFTER TO 2 -BY RIDGE BEAM 2 - 16d COMMON (31" x 0.162") TOENAIL THE STRAP ON THE BOTTOM AT LEAST 4" FROM 3 - 3" x 0.131"NAILS 2. PASSAGEWAY: 3 - 3" 14 GAGE STAPLES SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS 2 -16d COMMON (31'x 0. 162") FACE NAIL CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS 3 - 3" x 0.131" NAILS PLATI'FORM AT LEAST 18" HIGH WITH SUFFICIENT 3 - 3" 14 GAGE STAPLES PASSAGEWAY ACCESS TO THE APPLIANCE SHALL NOT 29 JOIST TO BAND JOIST 3 - 16d COMMON (31" x 0.162") FACE NAIL EXCEED TWENTY (20) FEET, MEASURED ALONG THE 4 - 3" x 0.131"NAILS SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CENTERLINE OF THE PASSAGEWAY. THE 4 - 3" 14 GAGE STAPLES SHOWER AND TUB/SHOWER COMBINATIONS SHALL 30 LEDGER STRIP 3 - 16d COMMON (31'x 0.162") FACE NAIL AT HAVEE INDIVIDUAL CONTROL VALVES OF THE 4 - 3" x 0.131" NAILS EACH JOIST PRESISURE BALANCE OR THERMOSTATIC MIXING 4 - 3" 14 GAGE STAPLES 31 WOOD STRUCTURAL PANELS AND 1/2" AND LESS 6d C" GARAGE AND EXTERIOR TO BE PROTECTED BY PARTICLEBOARD a 2P'" x 0.113" NAIL N SHF,ATHING (TO FRAMING) 4 „ 19/32" TO 3/4" id o OR 6d c INSTMLL PRESSURE ABSORBING DEVICES OR APPROVED BREAKERS. ALL EXTERIOR OUTLETS TO ALSO BE 2=" x 0.113" NAIL r WORK PLATFORM: 2" 16 GAGE r WATER RESISTANT IN USE. 7/3" TO 1" id c ACTPNG VALVES TO ABSORB HIGH PRESSURE FROM 1}" TO 1}" 10d o OR id c SINGLE FLOOR (COMBINATION 3/4" AND LESS 6d c QUICIKLY CLOSING THE VALVES. SUBFLOOR-UNDERLAYMENT 7/11" TO V :dc SIDE OF THE APPLIANCE. TO FRAMING) I," TO I#„ 10d o Olt :d c 32 PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d F 15. SHOWER OR TUB/SHOWER COMBINATIONS TO HAVE 5/:" id F ' 33 FIBERBOARD SHEATIIING c 1/2" No. 11 GAGE ROOFING NAIL H SMOOTH, NON-ABSORBANT SURFACES, SUCH AS AND SHALL HAVE A GASKET OR CAULKING BETWEEN id COMMON NAIL (2" x 0.113") LIGHTING & CONVENIENCE OUTLET: No. I 1 GAGE STAPLE' THE HOUSING AND CEILING SURFACE. 25/32" No. 11 GAGE ROOFING NAIL H UNDEERLAYMENT TO A HEIGHT OF 70" ABOVE THE id COMMON NAIL I(2}" x 0.131 ") LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE No. l l GAGE STAPLE' 34 INTERIOR PANELING 1/4" 4D' APPLIANCE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE 16. 3/:" 6D x For SI: 1" = 25.4mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 4: inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113' ; 9d - 21/2" x 0.131' ; 10d - 3" x O.1411"). d. Common (6d - 2" x 0.113'; id - 21" x 0.131'; I OJ - 3" x 0.143"). e. Deformed shank (6d - 2" x 0.113'; 9d - 21'x 0.131'; 10d - 3" x 0.14:"). E Corrosion -resistant siding (6d - I i" x 0.106'; id - 211" x 0.123") or casing (6d - 2" x 0.099';:d - 21" x 0.113") nail on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. S. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structtual sheathing. Spacing shall be 6 inches on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 -inch -diameter head and 1 I/ 2 -inch length for 1/24nch sheathing and 13/4 -inch length for 25/32 -inch sheathing. i. Corrosion -resistant staples with nominal 7/16 -inch crown or I -inch crown and 1 }-inch length for 1/2 --inch sheathing and 1} -inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwwise marked). ' j. Casing (1}'x O.OSO") or finish (1,)" x 0.072") nails spac.,xi f inches on panel edges, 12 inches at intemnediate supports, k. Panel supports at 24 inches. Casing or finish nails spaced i inches on panel edges, 12 inches at intemnediate supports. 1. For roof sheathing applications, id nails (21'x 0.113") are the minimum required for wood structural[ panels. in. Staples shall have a minimum crown width of 7/ 16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 3 inches at intermediate! supports. o. Fasteners spaced 4 inches on center at edges,11 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, f inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, i inches at intermediate supports. MACHINE APPLIED NAILING NOTE: USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, Till': PERFORMANCE- WILL HT,, DEEMED IINSATISFArtipV_ GENERAL NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THE REVIEW. 2. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT CALIFORNIA BUILDING CODE, AS WELL AS COUNTY AND MUNICIPAL CODES. 3. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. 4. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS, AND SHALL BE, THE CONTRACTORS' AND ALL SUB -CONTRACTORS' RESPONSIBILITY. 5. GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60" OF A TUB OR SHOWER DRAIN OR WITHIN 18" OF A WALKING SURFACE AND GREATER THAN 9 SQ. FT. SHALL BE TEMPERED, WIRED, OR SAFETY GLASS. 6. PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS. LANDINGS SHALL BE AS WIDE AS DOOR OPENING AND 36" MIN. OUT FROM DOOR @ NON ADA DOORS. SEE ADA DETAILS FOR HANDICAP ACCESSIBILITY REQUIREMENTS. 7. VENT ALL EXHAUST DUCTS TO OUTSIDE WITH BACK DRAFT DAMPERS. DRYERS SHALL BE DUCTED TO OUTSIDE WITH SMOOTH WALL METAL DUCTING. MAX. DRYER DUCT LENGTH IS 14 FEET. DRYER MAY BE VENTED TO THE INTERIOR WITH AN APPROVED INTERIOR LINT TRAP. S. ROOMS WITH WATER CLOSETS, WHICH ARE ADJACENT TO FOOD PREPARATION OR STORAGE ROOMS, SHALL HAVE TIGHT FITTING DOORS AS PER CBC. FOUNDATION 1. MUD SILL TO BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED. 2. MUD SILL ANCHORS TO BE NOT LESS THAN 1/2" X 10" ANCHOR BOLTS PLACED 6'0.C. AND MAX. 12" FROM ENDS AND SPLICES, MINIMUM 2 BOLTS PER PIECE. UNLESS NOTED OTHERWISE. 3. MAINTAIN MIN. 18" CLEARANCE FROM EARTH TO FLOOR JOISTS, MIN. 12" FROM EARTH TO GIRDERS. 4. FOUNDATION VENTS TO PROVIDE MIN. 1 SQ. FT. NET FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA, SPACED EQUALLY ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND AS CLOSE TO THE CORNERS AS POSSIBLE. 5. DECKS 30" OR MORE ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT AND SHALL HAVE POURED IN PLACE FOOTINGS AND COLUMNS WITH WET POST ANCHORS. FOOTINGS SHALL BE SIZED FOR REQUIRED SNOW LOAD. 6. PROVIDE UNOBSTRUCTED UNDER FLOOR ACCESS OPENING, MIN. 18" X 24" (W/O MECHANICAL) OR MIN. 30" X 30" (W/MECHANICAL ), AND NOT MORE THAN 20' FROM PLUMBING CLEAN -OUTS. PROVIDE MEANS TO CONTROL SURFACE WATER AWAY FROM FOUNDATION OPENINGS. 7. PIPES SHALL BE SLEEVED OR WRAPPED AGAINST CONCRETE ENCASEMENT AND PROTECTED FROM FREEZING. E. STEEL REINFORCING BARS IN THE FOOTING TO BE PLACED NOT CLOSER THAN 3" TO EARTH. 9. REMOVE ALL TREES WITHIN 5' OF FOUNDATIONS. 10. PLACE MAIN SEWER CLEAN OUT WITHIN 4' OF EXTERIOR WALL AND EXTEND TO GRADE. 11. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 2% SLOPE OUT AT LEAST T FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. FRAMING 9. INSULATION N ATTIC NEEDS TO HAVE A MINIMUM 1. APPLIANCES DESIGNED TO BE IN A FIXED POSITION IA. SMOKE DETECTORS @ NEW CONSTRUCTION: OF 1 INCH OF AIR SPACE BETWEEN THE 1. PROVIDE (2) LAYERS OR GRADE "D" BUILDING SHALL BE SECURELY FASTENED N A PLACE. INSULATION AND ROOF SHEATHING AS PER CBC. PAPER BETWEEN STUDS AND EXTERIOR SIDING. 2. HEAT PRODUCING APPLIANCES SHALL HAVE 2. FOUNDATION CRIPPLE WALLS WITH STUDS GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: CLEARANCES TO COMBUSTIBLES ACCORDING TO SHORTER THAN 14" SHALL BE SOLID BLOCKED LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) ... NO.2 OR PLYWOOD SHEATHED ON ONE SIDE. SLEEPING AREAS, AND ON EACH FLOOR LEVEL. CONCRETE 3. FLOOR JOIST SHALL BE DOUBLED WHEN U.M.C., ALL WOOD BURNING HEATERS AND WOOD UNDER AND PARALLEL TO BEARING WALLS. 1. THE MINIMUM 28 DAY CONCRETE POST &TIMBERS (6X & LARGER) ...........NO ' .. ' ' COMPRESSIVE STRENGTH 4. ALL FRAMING CILIPS, ANCHORS, TIES, STRAPS AND 2. SHALL BE: CONNECTORS SHALL BE I.C.B.O. APPROVED. NO WHEN THE VALUATION OF AN ADDITIONS, ALTERATION OR REFAIR TO A GROUP "R-3" OCCUPANCY EXCEEDS FOUNDATIONS/PAD FOOTINGS......... 2500 PSI CONFORM TO THE REQUIREMENTS CONTAINED IN MODIFICATIONS OF PROPRIETARY FASTENERS (100 SQ. IN.) PLACED WITHIN 12" OF THE CEILING AND SLABS ON GRADE ...................... 2500 PSI ARE PERMITTED WITHOUT APPROVAL FROM 2. THE MAXIMUM SLUMP SHALL BE 4 INCHES. MORE SLEEPING ROOMS ARE ADDED OR CREATED IN MANUFACTURER. 3. THE MINIMUM CEMENT CONTENT SHALL BE 500 LBS/CY. 5. PROVIDE APPROVED FIRETOPPING AT FLOOR AND AMERICAN PLYWOOD ASSOCIATION. CEILING LEVELS„ DROPPED CEILINGS, SHOWERS, 4. 'PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TUBS, SOFFITS, AiND ANY OTHER CONCEALED PROVIDE MN. 30" OF WORKING SPACE IN FRONT OF TYPE I OR II. 3. DRAFT OPENINGSS OR FURRED SPACE. - 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE 6. SHALL BE AS MANUFACTURED BY THE "SIMPSON SHALL CONFORM TO ASTM C33. INSYALLATION INSTRUCTIONS AND LEAVE AT ATTIC AREAS HAVING A CLEAR HEIGHT OVER 30" COMPANY" OR AN ICBO APPROVED EQUAL. PROVIDE A 22" X 30" MIN. ATTIC ACCESS. ALSO AND 6. ADMIXTURES USED TO INCREASE THE WORKABILITY BOLTS SHALL CONFORM TO ASTM A307. NUTS PROVIDE MEANS TO PROTECT WIRING WITHIN C OF WATFER HEATER TO BE FITTED WITH PRESSURE AND OF THE CONCRETE SHALL NOT BE CONSIDERED TO ATTIC ACCESS. REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. PROVIDE HARD WIRED & INTERCONNECTED WITH 7. PROVIDE APPROVED SNOW SPLITTER FOR METAL 5. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ROOFS AT VENT i AND CHIMNEYS. 7. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED ON WOOD SHALL HAVE STANDARD CUT WASHERS ABOVE THE GROUND POINTING DOWN. NO REDUCTION IN ACCORDANCE WITH ASTM C94. 1 PROVIDE MIN 48" BETWEEN TOP PLATE SPLICES. E. MINIMUM CONCRETE COVER FOR REINFORCING STEEL 9. PROVIDE PROTECTION, IN APPROVED MANNER, FOR BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" FOR NON PRE -STRESSED CONCRETE: PROVIDE AIR GAP FOR DISHWASHER WITH FLOOD COLUMNS WHICH MAY BE EXPOSED TO DAMAGE CAST AGAINST AND PERMANENTLY EXPOSED TO FROM MOVING VEHICLES (26 GA. SHEET METAL UP ALARM MUST BE INSTALLED IN THE HALLWAY OF THE EARTH - 3" FORMED SURFACES EXPOSED TO EARTH OR FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. TO 3 FEET) AS PEIR CBC. WEATHER: 7. NAILING OF SAWN WOOD MEMBERS, UNLESS 7. #6 AND LARGER - 2" SOLELY BATTERY OPERATED. METAL #5 AND SMALLER - 1 1/2" 9. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGNER. 10. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SLABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXIMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. REINFORCING / STEEL 1. FLASHING SHALL BE 24 GA. G.'. METAL GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. G.I. METAL. 2. FRAMING CONNECTIONS TO BE SIMPSON CO. OR EQUAL MISCELLANEOUS 1. PROVIDE ICE DAM FLASHING MIN 30" ABOVE WALL LINE AT EAVES AND MIN. 30" EACH SIDE OF VALLEYS FOR COMPOSITION SHINGLE ROOFS (ABOVE 3000 FEET ELEV.). 2. ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. 3. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MN. 5% SLOPE OUT AT LEAST 10 FT FROM BAR REINFORCING SHALL CONFORM TO ASTM A615, FOUNDATION. THIS SHALL ALSO APPLY TO ALL ALL REINFORCING STEEL TO BE GRADE 40 (40 KSI) MIN. LANDINGS. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH THE AMERICAN CONCRETE INSTITUTE. UNLESS NOTED 4• ANY CHANGE FROM THE APPROVED PLANS SHALL BE OTHERWISE. APPROVED PRIOR TO CONSTRUCTION. CONFIRM SITE CONDITIONS PRIOR TO CONSTRUCTION. SLOPES AND 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SOIL CONDITIONS SHALL BE ADDRESSED ON SHALL BE CLASS A OR B CONFORMING TO THE LATEST APPROVED PLANTS. EDITION OF THE AMERICAN CONCRETE INSTITUTE. S. ALL SPREAD FOOTINGS SHALL BE PLACED 12" MIN. 4. LAPS N BAR SPLICES FOR MASONRY CONSTRUCTION INTO UNDISTUR13iED NATIVE SOIL. SHALL BE 40 BAR DIAMETERS BUT NOT LESS THAN 2'-0" 5. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 6. VERTICAL BARS IN MASONRY CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAPS IN WELDED WIRE FABRIC AT SPLICES SHALL NOT BE LESS THAN 8 INCHES. E, WALLS, PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE SUPPORTING FOOTINGS WITH REINFORCING OF THE SAME SIZE AND AND SPACING AS THE VERTICAL REINFORCING. 9. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 10. ALL REINFORCING SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 11. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. WOOD NOTES MECHANICAL/PLUMBING ELECTRICAL 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, S4S, AND SHALL BE GRADE MARKED BY A 1. APPLIANCES DESIGNED TO BE IN A FIXED POSITION IA. SMOKE DETECTORS @ NEW CONSTRUCTION: GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL SHALL BE SECURELY FASTENED N A PLACE. PROVIDE HARD WIRED & INTERCONNECTED WITH CONFERENCE OF BUILDING OFFICIALS (ICBG). WOOD 2. HEAT PRODUCING APPLIANCES SHALL HAVE BATTERY BACKUP SMOKE DETECTORS WHERE SHOWN ON PLANS. DETECTORS SHALL SOUND AN GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: CLEARANCES TO COMBUSTIBLES ACCORDING TO ALARM IN ALL SLEEPING AREAS, ACCESS TO LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) ... NO.2 MANUFACTURER'S INSTALLATION INSTRUCTIONS OR SLEEPING AREAS, AND ON EACH FLOOR LEVEL. JOISTS & HEADERS (2" TO 4" THICK, 6" & WIDER).. ..NO.2 U.M.C., ALL WOOD BURNING HEATERS AND WOOD BEAMS & STRINGERS (6X & LARGER) ................ NO. I STOVES SHALL BE E.P.A. APPROVED. POST &TIMBERS (6X & LARGER) ...........NO ' .. ' ' 3• 1B. SMOKE DETECTORS @ EXISTING (REMODELS): 2. PLYWOOD SHALL BE APA RATED SHEATHING AND PROVIDE COMBUSTION AIR OPENINGS FOR ALL GAS APPLIANCES. MIN. TOTAL OF 200 SQ. INCHES WITH HALF WHEN THE VALUATION OF AN ADDITIONS, ALTERATION OR REFAIR TO A GROUP "R-3" OCCUPANCY EXCEEDS CONFORM TO THE REQUIREMENTS CONTAINED IN (100 SQ. IN.) PLACED WITHIN 12" OF THE CEILING AND $1,000.00 AND A PERMIT IS REQUIRED, OR WHEN ONE OR CHAPTER 23 OF THE 2007 CBC AND SHALL BE OF THICKNESS AND GRADE AS SHOWN ON THE DRAWINGS, HALF PLACED WITHIN 12" OF FLOOR. PROVIDE A MORE SLEEPING ROOMS ARE ADDED OR CREATED IN AND BE STAMPED WITH THE TRADEMARK OF THE MrMMUM OF 1 SQ. INCH PER 1000 B.T.U.S OF COMBINED OUTPUT. EXISTING GROUP "R" OCCUPANCIES. SMOKE DETECTORS AMERICAN PLYWOOD ASSOCIATION. SHALL BE INSTALLED IN ALL EXISTING SLEEPING 4. PROVIDE MN. 30" OF WORKING SPACE IN FRONT OF ROOMS AND ANY ROOM OR HALLWAY LEADING TO 3. FRAMING ANCHORS, STRAPS, JOIST HANGERS, ETC., APPLIANCE FIREBOX, INSTALL PER MANUFACTURER'S SUCH SLEEPING ROOMS. THESE SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLING IN SHALL BE AS MANUFACTURED BY THE "SIMPSON INSYALLATION INSTRUCTIONS AND LEAVE EXISTING BUILDINGS AS PER 2010 CRC SECTION R314. COMPANY" OR AN ICBO APPROVED EQUAL. NSTCRUCTIONS WITH APPLIANCE. 4. BOLTS SHALL CONFORM TO ASTM A307. NUTS 5. WATFER HEATER TO BE FITTED WITH PRESSURE AND 1C. CARBON MONOXIDE DETECTORS: SHALL CONFORM TO ASTM A563, HEX GRADE A. TEMPERATURE RELIEF VALVE PIPED TO THE OUTSIDE OF PROVIDE HARD WIRED & INTERCONNECTED WITH THE; STRUCTURE AND SLOPED TO DRAIN MIN. 1/4" PER BATTERY BACKUP CARBON MONOXIDE 5. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING FOOT. PIPE SHALL TERMINATE MIN. 6" TO MAX. 24" DETECTORS WHERE SHOWN ON PLANS. ON WOOD SHALL HAVE STANDARD CUT WASHERS ABOVE THE GROUND POINTING DOWN. NO REDUCTION DETECTORS SHALL SOUND AN ALARM IN ALL UNLESS NOTED OTHERWISE. IN S1IZE ALLOWED, NO FLEX CONNECTORS ALLOWED. SLEEPING AREAS, ACCESS TO SLEEPING AREAS, 6. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" 6. PROVIDE AIR GAP FOR DISHWASHER WITH FLOOD AND ON EACH FLOOR LEVEL. A CARBON MONOXIDE LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT LEVEL AT OR ABOVE SINK OR DRAIN BOARD. ALARM MUST BE INSTALLED IN THE HALLWAY OF THE FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. EXISTING RESIDENCE (REMODELS) THIS ALARM MAY BE 7. NAILING OF SAWN WOOD MEMBERS, UNLESS 7. ALL, POTABLE WATER OUTLETS WITH HOSE BIBB SOLELY BATTERY OPERATED. OTHERWISE NOTED, SHALL BE DONE WITH COMMON ATTACHMENTS OTHER THAN WATER HEATERS OR 1D. WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE CLOTHES WASHERS, SHALL HAVE NON REMOVABLE MULTIPLE -PURPOSE ALARMS. CARBON MONOXIDE CBC. BACK FLOW PREVENTER. AS PER UPC. At COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH SECTION R315, ALL APPLICABLE i. DIAPHRAGM NAILING SHALL CONFORM TO E IF TUB IS A HYDRO MASSAGE UNIT, THEN THE BATHTUB STANDARDS, AND REQUIREMENTS FOR LISTING AND TABLE 2304.9.1 OF THE CBC WITH NOMENCLATURE AND) ITS ASSOCIATED ELECTRICAL COMPONENTS SHALL APPROVAL BY THE OFFICE OF THE STATE FIRE DEFINED AS FOLLOWS: BE PROTECTED BY A GROUND FAULT INTERRUPTER. ALL MARSHAL BN = BOUNDARY NAILING AT DIAPHRAGM BOUNDARIES, 125 VOLT SINGLE PHASE RECEPTACLES WITHIN 5 FEET CONTINUOUS PANEL EDGES, AND AT EDGES OF MEASURED HORIZONTALLY OF THE INSIDE WALLS OF A 2. ALL 125 VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS OPENINGS. HYDRO MASSAGE TUB SHALL BE PROTECTED BY A GFL (RECEPTICLES) SHALL BE LISTED TAMPER RESISTANT EN = EDGE NAILING, PANEL EDGES PROVIDE ACCESS DOOR AS PER NEC AS PER CEC 406.11 FN = FIELD NAILING, INTERMEDIATE SUPPORTS 9. BON1D METALLIC GAS PIPE AND WATER PIPES TO THE 3ARC-FAULT CIRCUIT INTERRUPTER: 9. WOOD MEMBERS SHALL BE ERECTED WITH POSITIVE SERVICE GROUND AS PER NEC. ALL 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH. CAMBER UPWARDS, AND NEGATIVE CAMBER WHERE 10. PACIKAGE UNITS OR COMPRESSORS LOCATED ON THE CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING INDICATED DOWNWARD. EXTIERIOR SHALL BE MOUNTED ON A CONCRETE PAD SHALL BE PROTECTED BY A LISTED ARC -FAULT THAT PROVIDES A MINIMUM ELEVATION OF 3" ABOVE CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED 10. ALL NAILS LARGER THAN 16d, AND ALL NAILING GRAIDE. THE UNIT SHALL HAVE A RATED DISCONNECT TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. TENDING TO CAUSE SPLITTING OF WOOD AND A WATERPROOF GFI OUTLET WITHIN 25' OF THE MEMBERS, SHALL BE INSTALLED IN PREDRILLED UNITT ON THE SUPPLY SIDE OF THE DISCONNECT. 4. ALL 110 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN HOLES. GARAGES, BATHROOMS, AND WITHIN C OF KITCHEN 11. CUTTING, DRILLING, OR NOTCHING OF BEAMS/JOISTS/ 11. ATTIC MOUNTED HVAC UNITS SHALL BE SET AND BRACED SINK. OR OUTSIDE AND ACCESSIBLE WITHIN 6'-6" OF POSTS SHALL BE PERMITTED ONLY AS SHOWN ON THE IN TINE ATTIC IN SUCH A POSITION TO ALLOW AN GRADE SHALL HAVE G.F.I. PROTECTION. DRAWINGS OR AS PER CBC UNOBSTRUCTED 30" WIDE PASSAGEWAY FROM THE ATTIC OPENIflNG TO THE UNIT NOT LONGER THAN 20', WITH A 24" 5. PROVIDE KITCHEN RECEPTACLE AT EACH COUNTER 12. ALL SILLS OR PLATES RESTING ON CONCRETE OR PLATTFORM. A LEVEL WORK SPACE OF 30" SQUARE WILL SPACE 12" OR WIDER. RECEPTACLES ABOVE COUNTER MASONRY, WHICH IS IN DIRECT CONTACT WITH THE BE PFR OVI DED AT THE FRONT OR SERVICE SIDE OF THE TO BE INSTALLED SO THERE IS NO SPACE GREATER EARTH SHALL BE PRESSURE TREATED DOUGLAS EQUIIPMENT. THERE WILL BE A SERVICE RECEPTACLE THAN 48" BETWEEN RECEPTACLES. RECEPTACLES FIR, TYR, U.N.O. WITIHIN 25' OF THE UNIT ON THE LINE SIDE OF THE SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN EQUIIPMENT DISCONNECT. A LIGHTFIXTURE COUNTER, IE: OVEN, SINK, ETC. ILLUIMINATING THE ACCESS WAY AND UNIT SHALL BE 13. MOISTURE CONTENT OF WOOD AT THE TIME OF INSTJALLED WITH A SWITCH NEAR THE ATTIC ACCESS 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE PLACING SHALL NOT EXCEED 19 PERCENT. OPENJING. IIOT MORE THAN 15 OUTLETS. 12, THE (CAPACITY OF THE WATER HEATER SHALL 7. EXTERIOR RECPTICLES SHALL BE WP/GFCI CONFORM TO TABLE 5-1 OF THE CALIFORNIA PROTECETD & WATER PROOF APPLIANCES IN ATTIC PLUMBING CODE FOR THE FIRST HOUR RATING. THE \WATER HEATER SHALL HAVE AN EFFICIENCY i. GENERAL RECEPTACLES REQUIRE 20 AMP. CIRCUIT 1. ATTIC ACCESS: EQUML TO OR GREATER THAN .5E, AND SHALL WITH 12 GA. COPPER WIRE. AN ATTIC N WHICH AN APPLIANCE HAVEE R-4 PIPE INSULATION ON THE FIRST 5' OF THE IS INSTALLED SHALL BE ACCESSIBLE THROUGH AN HOT )AND COLD WATER PIPES IF THE UNIT IS A 9. KITCHEN: OPENING AND PASSAGEWAY T LEAST LARGE TANK{ TYPE, OR THE ENTIRE PIPE SHALL BE SHALL BE SERVED BY AT LEAST TWO 20 AMP. SMALL THE LARGEST COMPONENT OFF THE APPLIANCE, ANDD INSULATED IF THE SYSTEM IS A RECIRCULATING APPLIANCE BRANCH CIRCUITS, SUCH CIRCUITS SHALL NOT LESS THAN 22" x 30" SYSTEM. THE WATER HEATER IS TO HAVE SEISMIC HAVE NO OTHER OUTLETS STRAPS ON THE UPPER AND LOWER THIRD, WITH THE STRAP ON THE BOTTOM AT LEAST 4" FROM 10. LAUNDRY ROOM: 2. PASSAGEWAY: THE CONTROLS. IF THE WATER HEATER IS GAS SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS POWII X D,TRE UNIT WILL BE INSTALLED ON A CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS THAN SIX (6) FEET, THE DISTANCE FROM THE PLATI'FORM AT LEAST 18" HIGH WITH SUFFICIENT PASSAGEWAY ACCESS TO THE APPLIANCE SHALL NOT CLEAiRANCE OR SUPPLY OF COMBUSTION AIR. 11. BATHROOMS: EXCEED TWENTY (20) FEET, MEASURED ALONG THE SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CENTERLINE OF THE PASSAGEWAY. THE 13. SHOWER AND TUB/SHOWER COMBINATIONS SHALL CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVEE INDIVIDUAL CONTROL VALVES OF THE HAVE SOLID FLOORING NOT LESS THAN TWENTY-FOUR PRESISURE BALANCE OR THERMOSTATIC MIXING 12. OUTLETS IN KITCHENS, BATHROOMS, LAUNDRY, (24) INCHES WIDE FROM THE ENTRANCE OPENING TO VALVE TYPES. GARAGE AND EXTERIOR TO BE PROTECTED BY THE APPLIANCE. GROUND FAULT CIRCUIT INTERRUPT OUTLETS OR 14. INSTMLL PRESSURE ABSORBING DEVICES OR APPROVED BREAKERS. ALL EXTERIOR OUTLETS TO ALSO BE 3• WORK PLATFORM: MECHANICAL DEVICES LOCATED CLOSE TO QUICK WATER RESISTANT IN USE. A LEVEL WORKING PLATFORM NOT LESS THAN 30" x ACTPNG VALVES TO ABSORB HIGH PRESSURE FROM 30" SHALL BE PROVIDED IN FRONT OF THE SERVICE QUICIKLY CLOSING THE VALVES. 13. RECESSED CAN LIGHTS SHALL BE RATED FOR ZERO SIDE OF THE APPLIANCE. CLEARANCE FROM COMBUSTIBLE SURFACES AND 15. SHOWER OR TUB/SHOWER COMBINATIONS TO HAVE INSULATION, SEALED FOR AIR TIGHT CONSTRUCTION, SMOOTH, NON-ABSORBANT SURFACES, SUCH AS AND SHALL HAVE A GASKET OR CAULKING BETWEEN 4. LIGHTING & CONVENIENCE OUTLET: CERAiMIC TILE, OVER A MOISTURE RESISTANT THE HOUSING AND CEILING SURFACE. A PERMANENT 120 VOLT RECEPTACLE AND A UNDEERLAYMENT TO A HEIGHT OF 70" ABOVE THE LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE DRAPN OUTLET. 14. ALL LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES APPLIANCE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE 16. FAUCETS, SHOWER VALVES AND TOILETS SHALL BE SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" SHALL BE LOCATED AT THE ENTRANCE TO THE RATED TO COMPLY WITH THE APPROPRIATE FLOW 15. ALL EXTERIOR LIGHT FIXTURES SHALL BE LABELED PASSAGEWAY. LIMITI'S AS INDICATED IN THE CALIFORNIA PLUMBING "SUITABLE FOR DAMP LOCATION" CODE:. 17. UNDERGROUND FERROUS GAS PIPING SHALL BE 16. OUTLETS IN THE COMMON WALL BETWEEN THE GARAGE OUTLET/SWITCH LOCATION ISOLATED E REST OF THE SYSTEM WIT H AND LIVING SPACE SHALL MAINTAIN A 24" HORIZONTAL CLEARANCE BETWEEN OUTLETS AND JUNCTION BOXES APPROVED ISOLATION TIION FITTINGS, INSTALLED A ON THE OPPOSITE SIDE OF THE WALL. MINIMUM OF 6" ABOVE GRADE. BELOW COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 13" MIN., ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 42" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. LIGHT SWITCHES: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. 17. LIGHTS IN CLOTHES CLOSETS REQUIRE MN. 12" CLEARANCE TO STORAGE AREA MEASURED HORIZONTALLY, UNOBSTRUCTED TO THE FLOOR. MINIMUM 24" FROM WALLS OR 12" FROM EDGE OF SHELF, WHICHEVER IS GREATER. 18. ALL COOKING UNITS AND DRYERS SHALL HAVE CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG OUTLET AS REQUIRED AS PER NEC 19. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE CEILINGS AND WALLS. SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MINIMUM OF 24 INCHES HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS PER CBC. 20. PROVIDE DISCONNECTING MEANS FOR ALL AIR CONDITIONING EQUIPMENT AS PER CEC 21. PROVIDE CONCRETE ENCASED GROUNDING ELECTRODE TO CONSIST OF EITHER, 1) 20 FT. OF MIN. 1/2" RE -BAR, OR 2) 20 FT. OF #4 COPPER CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. PROVIDE $4 COPPER CONDUCTOR CONTINUOUS TO PANEL FOR 200 AMP OR SMALLER SERVICES. AS PER CEC 22. ALL METAL PIPING SYSTEMS SHALL BE EFFECTIVELY BONDED TO THE ELECTRICAL GROUNDING SYSTEM WITH CONDUCTOR NOT SMALLER THAN GROUNDING ELECTRODE CONDUCTOR. 23• VENT ALL FANS TO THE OUTSIDE, EITHER THE ROOF OR THE EXTERIOR WALL: ..,�. . QUITE COUV"FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR DDlDING D!\!1`ZS 16 INCHS IN ANY DIMENSION SHALL NOT BE !JPXORTED BY THE SCREW SHELL OF A LAMP HOLDER. OV f(05)&T TET BOXES SHALL NOT BE USED AS THE SOLE APP ! �] SUS' ORT FOR CEILING (PADDLE) FANS. REV. DATE BY NO. 10/13/14 MMR U 00 N O LO O LO O cu O o� `� 00 W 00 V) O `. �l U z zQ Cn �D 0U W W z� O U C� 00 ZUo P4 U W W o U O U W z W z F--1 W W V MMR CHECKED BY PL DATE 08-13-14 SCALE AS SHOWN JOB NO. SHEET ABBREVIATIONS Periods only used on one word abbreviations, if the abbreviation word u itself; e.g. ARCH., BTI., and LAM. is a ods are Periods are usually used when abbreviating multiple words, unless they are very common without periods; e.g. AFF, HVAC, R/A, and WWM. ANDF S UAH FOOTAGES FA FIRE ALARM ?AR PARALLEL P ?.ID. PARTICLE BOARD SQ. FT. INFILL FAS FASTEN(ER) TOTAL CONDITIONED AREAS: C CENTERLINE EXITS REQUIRED FAU FORCED AIR UNIT F.D. PUSH BUTTON d PENNY EXIT WIDTH REQUIRED P.B. FACE BRICK PC. CONC. PRECAST CONCRETE 11 POUND / NUMBER F.B.O. FURNISHED BY OTHERS ?DR POWDER ? ?IDPF1tTYLINE F.D. FIOORDIA ?.E. PORCELAIN ENAMELIN 0 ROUND / DIAMETER F.E. FIRE EXTINGUISHER ?ED PEDESTAL ) F.F. FINISH FLOOR (LINE) ?ERI PERIMETERSINK A.E. ANCHOR BOLT F.G. FINISHED GRADE PKG PARKING A ABV ABOVE FGL FIBERGLASS PL PLATE (IIERGHT) A/C AIR CONDITIONING FIN ASH ELAM. PLASTIC LAMINATE ACC ACCESS FLG FLASHING ?LAS PLASTER AC.T. ACOUSTICAL TILE (CLG) FLR FLOORMG) PNL PANEL AFF ABOVE FINISH FLOOR FL FLORESCENT (LIGHT) PNT PAINT(ED) A.D. AREA DRAINP.O.C. FN FENCE POINT OF CONNECTION ADD ADDENDUM FND FOUNDATION PR PAIR (OF) ADHESIVE ADH AD F.O. FACE OF PREFAB PREFABRICATED ADH ADJUSTABLE E F.O.S. FACE OF STUD PSF POUNDS PER SQUARE FOOT AGG AGGREGATE FP FIRE ?ROOF PSI POUNDS PER SQUARE INCH A.H.U. AIR HANDLING UNIT FPL FIREPLACE ?IN PARTITION ALT ALTERNATE FR FRAME(D)(ING) P.T. PRESSUkETREATED(WOOD) ALUM ALCM FS FULL SIZE PV PAVE(D) 01 PAVING Al. ACCESS PANEL FT FOOT / FEET ?VC POLYVINYL CHLORIDE (PIPE) ATX APPROXIMATE FTG FOOTING PVMT PAVEMENT ARCH. ARCHITECI'"LAL) FUR FURRED(ING) PWD PLYWOOD AS?H ASPHALT FX FIXED GLASS A.T. ASPHALT TILE Q.T. QUARRYTH.E AUTO. AUTOMATIC GA GAUGE AVE AVERAGE GALV GALVANIZEDn R RISER (ON STAIRS) AWNG AWNING GAR GARAGE R RAG RETURN AIR GRILL G.B. GYPSUM (WALL) BOARD R.B. RUBBERIASE 336 36" WIDE BASE CAE. B GENERAL CONTRACTOR RAD RADS BA BATHROOM GD GRADE OR GRADING GD RBL RUBBLE B BD BOARD G.D.O. GARAGE DOOR OPENER REF DA1� IF FOLD (DOOR) 1-FOLDBITUM GFI GROUND FAULT INTERRUPTER 1RtEOOF BIT. NOUS GL GLASS OR GLAZING RM REFRIGERATOR BIJCG BLOCKING GLBK. GLASS BLOCK REG REGULAR BUILDING BLDG BUIIA TNG(CM G.I.GALVANIZED IRON REQ REQUIRED NLD BLOCK GSM GALVANIZED SHEET METAL RES RESILIENT BLKG BLOCKING GT GROUT REV REVISION(S), REVISED BM SEAM GYP GYPSUM REINF REINFORCED(ING) B.M. BENCH MARK GYP BD GYPSUM BOARD RFG ROOFING 3? NI -PASS (DOOR) R.I.B. REINFORCED JUNCTION BOX BRG REARING 427H 42" HIGH (WALL) RLG RAILING IRK BRICK H HB HOSE BIRD RAM RANGE WI MICROWAVE B.S. BOTH SIDES H.C. HOLLOW CORE RM ROOM BSMT BASEMENT HD HEAD OR HARD R.O. ROUGH ENING BTM OR NOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY R.O.W. RIGHTOP WAY BTWN BETWEEN HDR HEADER I.U.R. BUILT UP ROOF HDW HARDWARE S SOUTH BVL BEVELED HGT HEIGHT S SC SOLID CORE (DOOR) B.W. BOTH WAYS H.M. HOLLOW METAL ED ULE CAN CABINET HORZ HORIZONTAL SD SMOOKE DETECTOR SD C C.B. CATCH BASIN FIX HOUR H.R. HALF ROUND (WINDOW) SEC SECTION SERV SERVICE CEM CEMENT CER CERAMIC HS HORIZONTAL SLIDER S.F. SQUARE FEET CF CUBIC FOOT HTG HEATING HVAC IIATAIR COND. SF.GL. SAFETY GLASS CHAM CHAMR S.G.D. SLIDING GLASS DOOR Cl CAST IRON HwD HARDWOOD (FLOORS) SH SINGLE HUNG OR SHELF(VING) CIF. CONC. CAST -IN -?LACE CONC. T I.B. IRONING BOARD Siff (DRAWING) SHEET CIR CIRCLE I I.D. INSIDE DIAMETER SHTHG SHEATHING CIRC CIRCUMFERENCE I.L.O. IN LIEU OF SIM SIMILAR C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.M. INSULATED METAL SKI, SKYLIGHT CK CALK(ING) CAULKING) INS OR INSUL INSULATED(TION) SL SLOPE / SLDING CL CLOSET OR CENTER LINE INT �OR SNT SEALANT CLG CEILING SRP SHELF AND POLE CLR CLEARANCE) T JAN JANITOR SPC SPACER CLS CLOSURE OR CLOSER (DOOR) J JST JOIST (FLOOR OR ROOF) SPEC SPECIFICATIONS CM CENTIMETER(S) JT JOINT S?K (AUDIO)SPEAKER(S) CMU CONCRETE MASONRY UNIT S.ST. STAINLBS STEEL C.O. CASED OPENINGu K KD KNOCKDOWN (CEILING) STD STANDARD COL COLUMN KIT KITCHEN STG OR STO STORAGE COMB COMBINATION KO KNOCKOUT SIT, STEEL CONC CONCRETE KPL KICKPLATE(ON DOOR) STR STRUCTURAL COND (AC)CONDENSER K/S KNEE SPACE SQ SQUARE CONST CONSTRUCTION SUSSUSPENDED CONT CONTINUOUS T L L LENGTH S.W. SHEAR WALL CONTR CONTRACTOR LA LAUNDRY SYM SYMBOL SIDES S& SMOOTH FOUR/SING CORR CORRUGATED LAM. LAMINATE LAMINATE(D) LE POLE CPR COPPER LAV LAVATORY 2432? DOUBLE SHELF / DOUBLE POLE C OR CPT CARPET L.B.O. LOCATION EY OTHERS 2S&I? DOUBLE SHELF /SINGLE POLE CRS COURSE(S) LIN LIVING CR CORROSION RESISTANT L.L. LIVE LOAD T TREAD (AT STAIRS) OR TILE CSMT CASEMENT L.P. LAMINATED PLASTIC T.D. TOWFIRIAR C.ST. CAST STONE LT LIGHT T.B.D. TO BE DETERMINED C.T. CERAMIC TILE L.T. LAUNDRY TUB TC TERRA COTTA CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL JOINT CX CONNECTION LUM LUMINOUS TEMP. TEMPRED (GLASS) CY CUBIC YARD LVL LAM VENEER LUMBER (BEAMS) TkG TONGUEL GROOVE LVR LOUVER TEL TELEPHONE D [2T) 12"DEEP THK T D DRYFX OR DRAIN M METERS) TFTHRESHOLD Ht THRESHOLD DBL DOUBLE MAX MAXIMUM T.O.C. TO? OFCURB DECO DECORATIVE MAS MASONRY T.O.F. TOP OFFOUNDATION DEMOLISH, DEMOLITION DEM DE MATL MATERIAL T.O.M. TOP OF MASONRY DEP DEPRESSED MIA MASTER RATH T.O.W. TOP OFWINDOW DET DETAIL MID MASTER IEDROOM TR OR TIN TRANSOM (WINDOW) D.F. DRINKING FOUNTAIN MC MEDICINE CABINET T? TOILET PRER HOLDER DH DOUBLE HUNG MECH MECHANICAL TV TELEVISION OUTLET OR LOCATION DRAM DIAMETER MED MEDIUM TYP TYPICAL DRAG DIAGONAL DIM DIMENSION NET METAL j UC UNDERCUT(DOOR) DIS? DISPOSAL MFR. MANUFACTURER�.J UNF UNFINISRED DIV DIVERTER MINMMANHOLE MINIMU U.N.O. UNLISS NOTED OTHERWISE D.L. DEAD LOAD DN DOWN (STAIRS) MIR MIRROR " TYSE VVl 11 VANITYBAIASE D.P. DAM? -?ROOFING MISC MISCELLANEOUS �/ VAPOR RRIER DR DOOR MLD MOLDING MM MILLIMETER V136 36" WIDE VANITY BASE DRY DRYER MACHINE MNJ1 MEMBRANE VERT VERTICAL VEST VESTIBULE DS DOWNSPOUT D/S DRAWER STACK (CABINET) M.O. MASONRY OPENING VII. (SHEET) VINYL D.T. DRAIN TILE MOD MODULAR V.S. EG VEG ETAILE SINK DTL DETAIL MRB MARBLE V.T. VINYL TILE DW DISH WASHER MT MAL V.T.R. VENT TRU ROOF MT MOUNI'ED(ING) DWG DRAWING DWR DRAWER MULL MULLION OR MULLED`� j W3630 36"W X 30"H WALL CAB ,/,I W WIDE WASHINGMACHINE /WEST E E EAST �T N NORTH A/ WC WATER CLOSET EA EACH 1 V N.I.C. NOT IN CONTRACT WD E3 EYEBROW (FIAT ARCH) NL NAH,AILE WDWD WINDOW E.F. EACH FACE NG NATURAL GRADE WF WIDE FLANGE (STEEL NEW E.J. EXPANSION JOINT NO NUMBER WH WATER EEATER ELEV ELEVATION NOM NOMINAL W.H. WALL HUNG ELEC ELECTRIC(AL) N.T.S. NOT TO SCALE WI WROUGHT IRON ENCL ENCLOSURE N.G.V.D. NAT. GEODETIC VERTICAL DATUM WIC WALK-IN CLOSET E.P. ELECTRICAL PANEL W/ W/0 WITHOR WITHOUT EQ EQUAL Q OA OVERALL W? WATERPROOFING) EST ESTIMATE OBS OBSCURE (GLASS) O.C. ON CENTER W.I. WATERIESISTANT E.W.C. ELECTRIC WATER COOLER O.CA3. OVERHEAD CABINET W.S. WATER SOFTENER EXG EXISTING O.D. OUTSIDE DIAMETER WSCT WAINSCOT EXH EXHAUST O.G.D. OVERHEAD GARAGE DOOR W.T.W. WALLTO WALL EXT EXTERIOR OH OVERHEAD WWF WELDED WIRE FABRIC O?NG OPENING WWM WELDED WIRE MESH OPT OPTIONAL OSA OUTSIDE AIR OSE ORIENTED STRAND BOARD NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 3. ALL CONSTRUCTION, FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL., STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT THE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. E, WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK; FOR THE TRADE INVOLVED, THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED. 9. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED ON THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE ❑1 NOTE NUMBER �1 REVISION NUMBER (DELTA) A rB—SRETNMER D I- C ELEVATION LETTER ® EARTH SAND OR GRAVEL FILL ® BRICK, U.N.O. ::::.�•••....; CONCRETE DIMENSIONAL LUMBER BLOCKING ® INSULATION SEE WALL SCHEDULE ON CONSTRUCTION DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. CA 95938 PROTECT INFORMATION THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES: CALIFORNIA BUILDING CODE (BASED ON 2009 IBC) CALIFORNIA RESIDENTIAL (BASED ON 2009 IBC) CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) CALIFORNIA MECHANICAL CODE (BASED ON 2009 UMC) CALIFORNIA ELECTRICAL CODE (BASED ON 2008 NEC) CALIFORNIA ENERGY STANDARDS, TITLE 24 (AS OF OCTOBER 1, 2005) CALIFORNIA FRE CODE (BASED ON 2009 IFC) CALIFORNIA ENERGY STANDARDS (BASED ON 2005 ECS) ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2010 EDITION 2013 EDITION 2010 EDITION S UAH FOOTAGES V -B CONDITIONED AREAS: SQ. FT. INFILL 1,344 TOTAL CONDITIONED AREAS: 1,344 EXITS REQUIRED 1 (2 REQ. WHEN O.L. = 50) EXIT WIDTH FACTOR .2 EXIT WIDTH REQUIRED 36" MIN. (O.L. *.2) PROJECT DATA OCCUPANCY GROUP B CONSTRUCTION V -B AREA TABULATION 1,344 SF OCCUPANT LOAD FACTOR 100 OCCUPANT LOAD (O.L.) 14 (1344/100) EXITS REQUIRED 1 (2 REQ. WHEN O.L. = 50) EXIT WIDTH FACTOR .2 EXIT WIDTH REQUIRED 36" MIN. (O.L. *.2) SHEET INDEX CS COVER SHEET GNI GENERAL NOTES GN2 CALGREEN NON-RESIDENTIAL C1.0 SITE PLAN ARCHITECTURAL A1.0 FLOOR PLAN & FLOOIR FINISH PLAN ALL EQUIPMENT & ROOM FINISH SCHEDULES A2.0 INTERIOR ELEVA'.TIONS A3.0 INTERIOR ELEVA'.TIONS A4.0 INTERIOR ELEVATIONS A5.0 TRELLIS PLAN E1.0 ELECTRICAL PLAN E2.0 ONE LINE SCHEMATI(C, PANEL SCHEDULE & ROOF PLAN PLUMBING PLO PLUMBING PLAN DETAILS 1 of 2 CAKIVEAIRE EXHAUJST HOOD DETAILS S� eta 2 of 2 CAPTIVEAIRE EXHAUIST HOOD DETAILS HC1 ADA DETAILS HC2 ADA DETAILS ENERGY CALCULATIONS ENI T-24 ENERGY CALCUILATIONS EN2 T-24 ENERGY CALCUILATIONS EN3 T-24 ENERGY CALCUILATIONS REV. DATE BY No. Ai 10/13/14 MMR rT W UCIO N O') LO 0 LSA co E.� 19t 4; o rn C (n `t co I� IW2 0 LO co IIIW-I � U R—� z zQ Cn �D ,Uwe w � w� a O U z � O U z I-1 c) H Z 00E ct o Q U ct I ---I -e:� C Z� U r ` O W W W vice WIN a I MMR CHECKED BY P� 08-13-14 SCALE AS SHOWN JOE NO. SHEET