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Combined Set_17.pdfNEW HOUSE ;;E 10191 a� Q� M o W U Q ' N U � � O Cfl s= N _� co �wo�� Z � U Q H W W 0C W w � J U w w U � Z ~ r ~ > cv O m W U (Dm CDOz V w U w LtJ t� w Q Z a co O=v�wU� Z Z O O ��O�aZ QQ O z_j3'cU Qn LLJ E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 - an a ara ve u er co 0 APNLil i no :326-22-036 k el■t ill r` '� ! !-.7 F W R K: DATA: SCOPE O O PROJECT 1 .DEMOLISH EXISTING 1464 SQ.FT. OF 1 STORY HOUSE, COMPLETELY ON THE LOT. LOT AREA: 7500 SQ.FT. 2 NEW HOUSE OF 3619 SQ.FT. AREAS AS PER THE PROJECT DATA. LOT AREA AFTER DEDUCTION : 7125 SQ.FT. PROPOSED FRONT ELEVATION -RENDERED IMAGE EXISTING PROJECT DATA: HOUSE AREA: 1180 SQ.FT. CARPORTS: 284 SQ.FT DRAWIN INDEX PROJECT INFORMATION: TOTAL: 1464SQ.FT. G PROPOSED PROJECT DATA: ARCHITECTURAL: APN: 326-22-036 CONSTRUCTION TYPE: V -B 1 F HOUSE AREA: 1540 SQ.FT. ZONING: (P) (Res) PLANNED DEVELOPMENT RESIDENTIAL GARAGE: 421 SQ.FT. A-1 COVER SHEET Land Use Designation "Residential (4.4-7.7 DU/ac) FRONT COVERED PORCH: 76 SQ.FT. COVERED REAR PATIO: 203 SQ.FT. A-2 PROPOSED SITE PLANS STORIES: 2 -RESIDENTIAL (PROPOSED) 2F HOUSE AREA: 1243 SQ.FT. A-3 PROPOSED 2ND FLOOR SITE PLAN BED ROOMS: 4 2F BALCONY: 136 SQ.FT. (REFERENCE WITH THE 1ST FLOOR) BATHS: 4 FULL TOTAL AREA: 3619 SQ.FT. A-4 PROPOSED ROOF PLANS GARAGE: 2 CAR GARAGE A-5 FLOOR AREA DIAGRAM TOTAL ROOF EAVE OVERHANG AREA= 270 SQ.FT A-6 PROPOSED FLOOR PLANS BUILDING CODES: 2016 CALIFORNIA BUILDING CODE PROPOSED LOT COVERAGE: A-7 FLOOR PLAN NOTES/DETAILS 2016 CALIFORNIA RESIDENTIAL CODE A-8 PROPOSED ELEVATIONS -1 2016 CALIFORNIA ELECTRICAL CODE =(1540+421+76+203+270)/7125 A-9 PROPOSED ELEVATIONS -2 2016 CALIFORNIA MECHANICAL CODE =2510/7125 A-10 PROPOSED CROSS SECTIONS 2016 CALIFORNIA PLUMBING CODE =35.22%<40% (OKE A-11 CALGREEN CHECKLIST 2016 CALIFORNIA ENERGY E-1 PROPOSED ELECTRICAL PLANS 2016 CALIFORNIA FIRE CODE PROPOSED FAR: 2016 CALIFORNIA GREEN BUILDING STANDARD CODE =(1540+421+1243)/7125 E-2 ELECTRICAL NOTES =3204/7125 CUPERTINO MUNICIPAL CODE =44.96%<45%(OK) ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS PROPOSED 2ND TO 1ST FLOOR AREA RATIO & REGULATIONS. 1243/(1540+421)=1243/1961=63.38% PROPERTY OWNER: APN MAP VICINITY MAP GENERAL NOTES: �,rrlLA • ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE GOVERNING AGENCY AND THE OFFICE OF COUNTY ASSE COUN TY CALIFORN IA � .� �P30 ol<��®LATEST ADOPTED ADDITIONS OF THE FOLLOWING: 2016 CALIFORNIA BUILDING & RESIDENTIAL CODE (CBC, CRC), 2016 �� I 22 -- . _ _• - � � CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA FIRE CODE (CFC), CALIFORNIA / " N N / • • -- C�1IfE«!'nIa s •ELECTRICAL CODE 2016, ,CALIFORNIA ENERGY CODE 2016, AND 2016 CALIFORNIA GREEN BUILDING CODE. BLOCK 6 • . ��# ��Ck�� ^ 10245 �..._ 10227 ,0215 ,0195THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL /5' ry kg8 46.46 70 i 70 i 70.43 � \\ Mountain �s, ��_F �vo€�:;s�At,l.lflsE REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS / PCL. 1 PCL. 2 PCL. 3 y..�.�/Ir r *j � � �1�1`e_ I DseU� 8�4R:YE5S,z AGAINST HAZARDS PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES. � 6650 sf 1 6650 sf i 7047 sf 1 7 ��IF � L� i''Lr�� s 28 P. M. 828-M-35 ^" I�V� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND Lis ,�I{os Hills r� HE SHALL CORRELATE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER FOR qlm 40 ' 41 � / - 42 ', I I 1 f.uests�. � 1: �;��; � ,� ® CLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING ANY WORK. � 24 23 22AY�. � •' 341 .Bty''10 1 �#'• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND COORDINATION OF ALL TRADES WITH THE GOVERNING 55 I 25 1 25 --�- �--1-�----- ..70 �•'°�••�'•'•93 � Sunnyvale AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR SHOWN IN THESE PLANS TO RENDER THE JOB COMPLETE. 13.901 1 I I 1 I I I I I I I I 24 - 1 2 3 i 4 5 i 6 7 i 8 9 i 10 11 12 13 ,# m � � '{' .• -�' . 1:�T : .- ; Foothill College CHANGES TO THE PLAN DURING CONSTRUCTION OTHER THAN: - �:a4� 4 • � 1. CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY THE ROOF STRUCTURE, 8 is 7 i 6 5 30 �'-''`��'wa L4�r�1� rremont,�we 2. INTERIOR DOOR AND ZERO -CLEARANCE FIREPLACE RELOCATION SHOWN ON THE APPROVE PLANS, MONTE VISTA 3. A SINGLE NONBEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM, AND 11,296 sf Calc. �i•'• ' 1st. ADDITION � 4. INTERIOR NON-STRUCTURAL WALL FINISHES; I I I I I JNP-M-23SHALL CAUSE PLANS APPROVAL AND CONSTRUCTION TO BE SUSPENDED, A NEW PLAN CHECK (FOR THE NEW PLAN 29.0625I25I25I25I25I25I25I25I25251565 '02J0 '0224 '0219 '0212 '0206 '°199 E? �3[I?��'fl a7 1 ,�oe CHANGES) WILL BE SUBMITTED FOR REVIEW AND APPROVAL THROUGH THE COMMON PLAN CHECK PROCESS. 47 SANTA CLARA AVENUE I�c�1��:�10 a�+ �'oto��0 -11 x C.C. 19494015 � �,-- C.L.M. 88903:18 C.C. 19493996 r��'1 Space _ CALGREEN NOTES: " 10271 BLOCK 1 70211 70179/10777 �• �� J 0 1 -91 � �� o '0241 702J5 25 75 25 6°03 l PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR ALL BUILDING ALTERATIONS OR 66.62 � , 50 I I /'S - 1g I I I I Clara �� (,,soogf) ;2.�0$ PROPERTY Happy IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE :(z,soosf) Park THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE IN N � 35 Wo 27 s� 12 • f 3s N hl��•nt� 6�d10 EXCESS OF 1.6 gpf WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 gpf. ; ; I E f�r�tktlslP�.x�E r•�� SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 m WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 m I o.1a� n� ��] ��C$ a , �;,� gp gp � 8'959 sf °°'° t�Vens cf � �• SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 m WILL NEED TO BE • J�fi�.��b+� �� WEST SIAL+ �' gp 191LLOui G2�N � 32 31 30 29 28 27 26 25 24 23 County Park _ .� REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.5 m OR 1.8 m FOR KITCHEN FAUCETS). 7� 61.95 1 25 I 25 I I I I 1 I I 7 I 57.90 10 � 4 �{`�T �^y'�?� `IQ�[ gp 9p 19.85 i I i I I i I I I I I I 50 ' •'� � ; 2 3 4 S s 7 8 s 10 ; 11 12 13 ; 14 15 � `� RESIDENTIAL FIRE SPRINKLER NOTES: J2� 1 '� / •I .� f- 1. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED &INSTALLED IN ACCORDANCE WITH NFDA Frei, Older � 13D OR SECTION R313 R313.2.1 21 _ I 20 R.O.S. 8392 '�mpbell }� ( ) 32 17 34 � 33 23 �g s2 38 Open pace 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW &EXISTING BUILDINGS IN SUCH A POSITION AS 0.147 Ac P��.�8�� TO BE PLAINLY VISIBLE &LEGIBLE FROM THE STREET OR ROAD PONYING THE PROPERTY. NUMBERS SHALL CONTRAST c WITH THEIR BACKGROUND. I I I I I I I �8�II I I I I Champagne �` 3. FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER SEPERATE PERMIT. I I I I m I i I .1987-86 4.i.fr�ngy ri � 60 35.02 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 67.93 L fy r5 r>• Ridge {'ta Ya {o ga Gap ` roU,-JFK I � � � �k £,• / 70230 10224 10220 10210 10204 10198 10192 10790 10170 1FA DET u1v e5C 4J I �1�. I 1 f 4�. �i tj�{-yy F C {.� 4] FI'7 r I Il � / - "_ - - � C.C. 19493994 Open � �}r` � �� L �5 ' �y FOk.W1flC'I��' : � 66 LAWRENCE E. STONE -ASSESSOR `9}",P' Cadastrcl map for assessment purposes only. PENINSULA 20 BOULEVARD Compiled under R. & T. Code, Sec. 327. � pp,, I�oherts�,rill Effective Roll Year 2017-2018 �� ` � PROFESSIONAL ENGINEERS, Inc. 1�+1°1 �'.�r. P R C E PJ G S. COM Z 0 Z /O VJ NW LV W Q 0 w m z NEW HOUSE ;;E 10191 a� Q� M o W U Q ' N U � � O Cfl s= N _� co �wo�� Z � U Q H W W 0C W w � J U w w U � Z ~ r ~ > cv O m W U (Dm CDOz V w U w LtJ t� w Q Z a co O=v�wU� Z Z O O ��O�aZ QQ O z_j3'cU Qn LLJ E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 - an a ara ve u er co 0 APNLil i no :326-22-036 k el■t ill r` '� ! !-.7 F W R K: DATA: SCOPE O O PROJECT 1 .DEMOLISH EXISTING 1464 SQ.FT. OF 1 STORY HOUSE, COMPLETELY ON THE LOT. LOT AREA: 7500 SQ.FT. 2 NEW HOUSE OF 3619 SQ.FT. AREAS AS PER THE PROJECT DATA. LOT AREA AFTER DEDUCTION : 7125 SQ.FT. PROPOSED FRONT ELEVATION -RENDERED IMAGE EXISTING PROJECT DATA: HOUSE AREA: 1180 SQ.FT. CARPORTS: 284 SQ.FT DRAWIN INDEX PROJECT INFORMATION: TOTAL: 1464SQ.FT. G PROPOSED PROJECT DATA: ARCHITECTURAL: APN: 326-22-036 CONSTRUCTION TYPE: V -B 1 F HOUSE AREA: 1540 SQ.FT. ZONING: (P) (Res) PLANNED DEVELOPMENT RESIDENTIAL GARAGE: 421 SQ.FT. A-1 COVER SHEET Land Use Designation "Residential (4.4-7.7 DU/ac) FRONT COVERED PORCH: 76 SQ.FT. COVERED REAR PATIO: 203 SQ.FT. A-2 PROPOSED SITE PLANS STORIES: 2 -RESIDENTIAL (PROPOSED) 2F HOUSE AREA: 1243 SQ.FT. A-3 PROPOSED 2ND FLOOR SITE PLAN BED ROOMS: 4 2F BALCONY: 136 SQ.FT. (REFERENCE WITH THE 1ST FLOOR) BATHS: 4 FULL TOTAL AREA: 3619 SQ.FT. A-4 PROPOSED ROOF PLANS GARAGE: 2 CAR GARAGE A-5 FLOOR AREA DIAGRAM TOTAL ROOF EAVE OVERHANG AREA= 270 SQ.FT A-6 PROPOSED FLOOR PLANS BUILDING CODES: 2016 CALIFORNIA BUILDING CODE PROPOSED LOT COVERAGE: A-7 FLOOR PLAN NOTES/DETAILS 2016 CALIFORNIA RESIDENTIAL CODE A-8 PROPOSED ELEVATIONS -1 2016 CALIFORNIA ELECTRICAL CODE =(1540+421+76+203+270)/7125 A-9 PROPOSED ELEVATIONS -2 2016 CALIFORNIA MECHANICAL CODE =2510/7125 A-10 PROPOSED CROSS SECTIONS 2016 CALIFORNIA PLUMBING CODE =35.22%<40% (OKE A-11 CALGREEN CHECKLIST 2016 CALIFORNIA ENERGY E-1 PROPOSED ELECTRICAL PLANS 2016 CALIFORNIA FIRE CODE PROPOSED FAR: 2016 CALIFORNIA GREEN BUILDING STANDARD CODE =(1540+421+1243)/7125 E-2 ELECTRICAL NOTES =3204/7125 CUPERTINO MUNICIPAL CODE =44.96%<45%(OK) ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS PROPOSED 2ND TO 1ST FLOOR AREA RATIO & REGULATIONS. 1243/(1540+421)=1243/1961=63.38% PROPERTY OWNER: APN MAP VICINITY MAP GENERAL NOTES: �,rrlLA • ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE GOVERNING AGENCY AND THE OFFICE OF COUNTY ASSE COUN TY CALIFORN IA � .� �P30 ol<��®LATEST ADOPTED ADDITIONS OF THE FOLLOWING: 2016 CALIFORNIA BUILDING & RESIDENTIAL CODE (CBC, CRC), 2016 �� I 22 -- . _ _• - � � CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA FIRE CODE (CFC), CALIFORNIA / " N N / • • -- C�1IfE«!'nIa s •ELECTRICAL CODE 2016, ,CALIFORNIA ENERGY CODE 2016, AND 2016 CALIFORNIA GREEN BUILDING CODE. BLOCK 6 • . ��# ��Ck�� ^ 10245 �..._ 10227 ,0215 ,0195THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL /5' ry kg8 46.46 70 i 70 i 70.43 � \\ Mountain �s, ��_F �vo€�:;s�At,l.lflsE REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS / PCL. 1 PCL. 2 PCL. 3 y..�.�/Ir r *j � � �1�1`e_ I DseU� 8�4R:YE5S,z AGAINST HAZARDS PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES. � 6650 sf 1 6650 sf i 7047 sf 1 7 ��IF � L� i''Lr�� s 28 P. M. 828-M-35 ^" I�V� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND Lis ,�I{os Hills r� HE SHALL CORRELATE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER FOR qlm 40 ' 41 � / - 42 ', I I 1 f.uests�. � 1: �;��; � ,� ® CLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING ANY WORK. � 24 23 22AY�. � •' 341 .Bty''10 1 �#'• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND COORDINATION OF ALL TRADES WITH THE GOVERNING 55 I 25 1 25 --�- �--1-�----- ..70 �•'°�••�'•'•93 � Sunnyvale AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR SHOWN IN THESE PLANS TO RENDER THE JOB COMPLETE. 13.901 1 I I 1 I I I I I I I I 24 - 1 2 3 i 4 5 i 6 7 i 8 9 i 10 11 12 13 ,# m � � '{' .• -�' . 1:�T : .- ; Foothill College CHANGES TO THE PLAN DURING CONSTRUCTION OTHER THAN: - �:a4� 4 • � 1. CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY THE ROOF STRUCTURE, 8 is 7 i 6 5 30 �'-''`��'wa L4�r�1� rremont,�we 2. INTERIOR DOOR AND ZERO -CLEARANCE FIREPLACE RELOCATION SHOWN ON THE APPROVE PLANS, MONTE VISTA 3. A SINGLE NONBEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM, AND 11,296 sf Calc. �i•'• ' 1st. ADDITION � 4. INTERIOR NON-STRUCTURAL WALL FINISHES; I I I I I JNP-M-23SHALL CAUSE PLANS APPROVAL AND CONSTRUCTION TO BE SUSPENDED, A NEW PLAN CHECK (FOR THE NEW PLAN 29.0625I25I25I25I25I25I25I25I25251565 '02J0 '0224 '0219 '0212 '0206 '°199 E? �3[I?��'fl a7 1 ,�oe CHANGES) WILL BE SUBMITTED FOR REVIEW AND APPROVAL THROUGH THE COMMON PLAN CHECK PROCESS. 47 SANTA CLARA AVENUE I�c�1��:�10 a�+ �'oto��0 -11 x C.C. 19494015 � �,-- C.L.M. 88903:18 C.C. 19493996 r��'1 Space _ CALGREEN NOTES: " 10271 BLOCK 1 70211 70179/10777 �• �� J 0 1 -91 � �� o '0241 702J5 25 75 25 6°03 l PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR ALL BUILDING ALTERATIONS OR 66.62 � , 50 I I /'S - 1g I I I I Clara �� (,,soogf) ;2.�0$ PROPERTY Happy IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE :(z,soosf) Park THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE IN N � 35 Wo 27 s� 12 • f 3s N hl��•nt� 6�d10 EXCESS OF 1.6 gpf WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 gpf. ; ; I E f�r�tktlslP�.x�E r•�� SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 m WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 m I o.1a� n� ��] ��C$ a , �;,� gp gp � 8'959 sf °°'° t�Vens cf � �• SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 m WILL NEED TO BE • J�fi�.��b+� �� WEST SIAL+ �' gp 191LLOui G2�N � 32 31 30 29 28 27 26 25 24 23 County Park _ .� REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.5 m OR 1.8 m FOR KITCHEN FAUCETS). 7� 61.95 1 25 I 25 I I I I 1 I I 7 I 57.90 10 � 4 �{`�T �^y'�?� `IQ�[ gp 9p 19.85 i I i I I i I I I I I I 50 ' •'� � ; 2 3 4 S s 7 8 s 10 ; 11 12 13 ; 14 15 � `� RESIDENTIAL FIRE SPRINKLER NOTES: J2� 1 '� / •I .� f- 1. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED &INSTALLED IN ACCORDANCE WITH NFDA Frei, Older � 13D OR SECTION R313 R313.2.1 21 _ I 20 R.O.S. 8392 '�mpbell }� ( ) 32 17 34 � 33 23 �g s2 38 Open pace 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW &EXISTING BUILDINGS IN SUCH A POSITION AS 0.147 Ac P��.�8�� TO BE PLAINLY VISIBLE &LEGIBLE FROM THE STREET OR ROAD PONYING THE PROPERTY. NUMBERS SHALL CONTRAST c WITH THEIR BACKGROUND. I I I I I I I �8�II I I I I Champagne �` 3. FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER SEPERATE PERMIT. I I I I m I i I .1987-86 4.i.fr�ngy ri � 60 35.02 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 I 25 67.93 L fy r5 r>• Ridge {'ta Ya {o ga Gap ` roU,-JFK I � � � �k £,• / 70230 10224 10220 10210 10204 10198 10192 10790 10170 1FA DET u1v e5C 4J I �1�. I 1 f 4�. �i tj�{-yy F C {.� 4] FI'7 r I Il � / - "_ - - � C.C. 19493994 Open � �}r` � �� L �5 ' �y FOk.W1flC'I��' : � 66 LAWRENCE E. STONE -ASSESSOR `9}",P' Cadastrcl map for assessment purposes only. PENINSULA 20 BOULEVARD Compiled under R. & T. Code, Sec. 327. � pp,, I�oherts�,rill Effective Roll Year 2017-2018 �� ` � PROFESSIONAL ENGINEERS, Inc. 1�+1°1 �'.�r. P R C E PJ G S. COM LOT AREA: 7500 SQ.FT. LOT AREA AFTER DEDUCTION: 7125 SQ.FT. EXISTING PROJECT DATA: HOUSE AREA: 1180 SQ.FT. CARPORTS: 284 SQ.FT TOTAL: 1464 SQ.FT. PROPOSED PROJECT DATA: 1 F HOUSE AREA: 1540 SQ.FT. GARAGE: 421 SQ.FT. FRONT COVERED PORCH: 76 SQ.FT. COVERED REAR PATIO: 203 SQ.FT. 2F HOUSE AREA: 1243 SQ.FT. 2F BALCONY: 136 SQ.FT. TOTAL AREA: 3619 SQ.FT. TOTAL ROOF EAVE OVERHANG AREA= 270 SQ.FT PROPOSED LOT COVERAGE: =(1540+421+76+203+270)/7125 =2510/7125 =35.22%<40% (OKE PROPOSED FAR: =(1540+421+1243)/7125 =3204/7125 =44.96%<45%(OKE PROPOSED 2ND TO 1ST FLOOR AREA RATIO 1243/(1540+421)=1243/1961=63.38% RESIDENTIAL LANDINGS & THRESHOLDS SECTIONS R311.3 & R311.7.6 R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NO BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCESS 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT) R311.3.1 FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 3/4" INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. NEW OR REPLACED WINDOWS, WINDOWS U -FACTOR OF 0.32 (CENC TABLE 150.1-A) METHOD TREE PROTECTION: 3-i]iel] L4'ansiny SiUts 6 -root high one eacb sick chain Unk fence, ri'aming Lk'I]1i:7\� Z eiEher 10 x Tree Uixu,eEer 11;r11n'cr is m.nter Type 11 Tree _' :ut_i.< l>[ ��w5�*C F1AS1tt ;=COI LOQ ��]Ly j?H1P4RC� Lttt]C1L p'tcrial� li7iR �� I ] rpz re U]IeS. L'OVA1 `� ?• inch Thick Woo-den�h;- ` 1"l%M2.70CD �} fnr eiists+l€Eiaw a restricted uwc for ' trees in sidewalk cuLou � u'ee tiwells OnLY'��' �� Fpr all Ordi]um�e Pi bi ed �d Da5igraFed �T� Ile IA ree Protectia>a �Foc�. # 1all'A iu die aisc s Lji., Lrce presenIaLiun rgvA (TPR) retll+y rhi applicaw'sproject artotlsras diagmmed on tb. pla... Mote: Ordinance Protected & Designated Trees. Issuance of a permit requires applicant`s project arborist lrrraen verification Tyle I is installed correctly according to the plans and Tree Preservation Rep•orI Note: Street Trees. Issuance of n permit requires Public Works Operatlons inspection artd signed approval ori the Street Tree Veriflcatior) (STV) form provided, Type III Tree Protection istf be Imd �m4y with xpluuvai of T§Lbte4 Wc,,ks Clpeaatiwus� 7`ve ;nchit is he erec-tedhgfnredemolition, grading orconstjwcrionkgins. SITE DRAINAGE NOTE: 1. ROOF DRAINAGE DOWNSPOUTS SHLOUD BE DIECTED AWAY FROM THE BUILDING WITH APPROVED SPLASH BLOCKS. 2. THE SITE SHOULD BE FINE GRADED TO PROVIDE MIN. 5% SLOPE AWAY FROM BUILDING PERIMETER AND ADJACET PROPERTY LINES. IN NO CASE SHALL THE FINISH GRADING RESULT IN AN INCREASE IN SHEET FLOW ONTO ADJACENT PROPERTIES. IF REQUIRED BY CITY OF CUPERTINO- (N) MIN. 24" BOX TREE, 8' IN HEIGHT FOR PRIVACY PLANTATION TO BE PROVIDED. PROPOSED -Arbutus Marina (N) MIN. 24" BOX TREE, 8' IN HEIGHT FOR PRIVACY PLANTATION TO BE PROVIDED. PROPOSED (N) 6-0" HIGH WOOD FENCE (E) TREE TO REMAI PROPOSED (N) T-0" HIGH WOOD FENCE UPTO 30'-0" DISTANCE FROM THE FRONT PROPERTY LINE WM PRIVACY PROTECTION NOTES: L THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FORTH E NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND REQUIRED FRONT YARD TREE. 2, FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA -CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING 'THAT THE NEW TREES HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. in N PROPOSED -Pinus Helipensis—Aleppo Pine (N) MIN. 24" BOX TREE, 8' IN HEIGHT r-t-1rl r%r11\ /A /'1\/ r%1 A KIT A T1 P1A1 TeN r%r- r%r%r%\ /11-1 r-' r% SANTA CLARA AVE. PROPOSED FIRST FLOOR SITE PLAN SCALE 1/8"=1' L.aVDSC,' kPF IRRICATION: ALTOMATIC'1RR1GAT10T SYSTEM CONTROLLERS FORLAND.SCAPiNG PROVIDED BY THL BUILULRANL) INSTALLLSDAT THL TIMI? OF FINAL INSPLC'TION SHALL COMPLY WTTHTHF FO1:I,OWING: A , C'ONTROT.T:FRS SIIALF. R'F N7ATTTFR OR SOIT, MOISTT.;RFRASED CONTROLLERS I HAJ ALITONI_' TICALLY ADJL'S'1'IPCRIGATION IN RLSPONSIL [0 C;HAN(jES IN PLAN 1 S' N LEDS AS WLA FH LH CON DI 11ONSC'HANOLs. B. WFATH FR BASED C:ONTROLLFRS WI'TH[]L'TINTFOR.AL. RAIN SENSORS OR COMMUNICATION SYSTEMS THAT _-ACCOUNT FOR LOCAL RAINFALL SHALL IIAVE A SEPAR:A.TED WIREDOR �YIRELESSRAIn SENSOR WI11C11 C'ONNIC'IfiOKCO.MN'IUNICAIISWIIH IHI;CONI-KOLLLK.CCI35C4.304. IF REQUIRED BY CITY OF CUPERTINO= (N) MIN. 24" BOX TREE, 8' IN HEIGHT FOR PRIVACY PLANTATION TO W BE PROVIDED. (N) PROPOSED WOODEN �z�ll�lla/Ili FENCE 6-0" HIGH PROPOSED -Arbutus Marina - — — (N) MIN. 24" BOX TREE, 8' IN HEIGHT FOR PRIVACY PLANTATION TO BE PROVIDED. (N) GAS METER (N) 200 AMP ELECTRICAL METER 1) TOTAL REQU I RED FRONT YARD LANDSCAPE =60%X (20*75)=900 SQ.FT. PROPOSED FRONT YARD LANDSCAPE AREA =963SQ.FT.>900 SQ.FT.(60 PROPOSED FRONT YARD HARDSCAPEAREA j ( INCLUDING DRIVEWAY) i = 537 SQ.FT.<600 SQ.FT. (40% 2) OVERALL HARDSCAPE AREA ON THE LOT =4669 SQ.FT. OVERALL LANDSCAPED AREA ON THE LOT =2456 SQ.FT.<2500 SQ.FT. TURF AREA PROVIDED =575 SQ. FT. (23.41%) LEGEND PROPOSED -Pinus Helipensis—Aleppo Pine HT.. -40'-60', SPREAD 20'-25', Planting dist. Max. 10'-0" V WALLS ROOF LINE PERMEABLE PAVING/ HARDSCAPE LAWN AREA 00 1 " r N RE UIRED REAR SETBACK FOR DECK (20'-0") II I II II COVEREDIBALCONY II 1 REQUIRED REAR SETBACKL5-0") IC- - - - - - - 3:12 1 � 7 r il 1 1 o \ \ // oIz I X9,2 r-----� / I (nu) � cna w1ol I // // Y I\� SIN I LU i< � --II-'�—oC -w 1 i LUI o� 10' 0 3,2 yo01 — �—— —�'�— 4U-- 0 "AN d' r I / til 30 X / �� — 0 1. Nz�yin 1300 /3 \ I II 01 ----- X300\ O I 1 R f�l D FRONT SETB (5-0'� �// �— I I \ — — — — — w W r r- , I IST FLOQR OUTLINE \ 1 \ I LL O I (A / I/ o\ I I \ 1 LU z o At w I� (N) PRIVACY FRONT YARD TREE (N) MIN. 24" BOX TREE, 8' IN HEIGHT PROPOSED - 20' St. Mary Magnolia C/L 5' RIGHT OF WAY PROPERTY LINE 75 FEET 1� PROPOSED SECOND FLOOR SITE PLAN SCALE 1/8"=1' a) rn w U < o N U 0 m o � N 2 co o w :� z U < W COZ H Q J 13.W Z O— w a LL _J p O O w U) U � z _ W r N O m W U m s O (ren V > w w U w IL Z w U 4 Z a - IL U) os VIII z U Z(n o� LL �L�C�az Q o z _J CU Q E CO E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-2 PROFESSIONAL ENGINEERS, Inc. P R C E PJ G S. CO Ivl z O a Z O w o W � w Q 0 w m z a) rn w U < o N U 0 m o � N 2 co o w :� z U < W COZ H Q J 13.W Z O— w a LL _J p O O w U) U � z _ W r N O m W U m s O (ren V > w w U w IL Z w U 4 Z a - IL U) os VIII z U Z(n o� LL �L�C�az Q o z _J CU Q E CO E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-2 PROFESSIONAL LEGEND 2F WALLS 1 F WALLS ROOF LINE 2ND FLOOR FOOTPRINT 15' I III UII r- PROPERTY LINE FEET r II ------__ 1 ---------�-4 --- I III 2F UNCOVERED III I III BALCONYI III I I / FIJI 3.12 \ II 2ND FLOdR/ j/ \ II FOOTPRWT/ f T / II �� Y 3:12, 11 /III I -- O � Q_ 3 o� 0�0/ -- --� /'� \ -t ,,, in PROPERTY LINE 75 FEET SIDEWALK SANTA CLARA AVE. \ PROPOSED SECOND FLOOR SITE PLAN -REFERENCE WITH THE 1ST FLOOR SCALE 1/8"=1' ;I N Q� �� LU U a o O N U 0 CNI CU O � W 0� s=N W 2 M a� w o �� z r U Q w O �O Q� J ~ a � W W OF - J = 1 N W V w Z W U W w a W _ ww a U � — � ti w cv O m W U C7m sOz C� w w U w a-Zwo4zO- a w Co O s Ld Z U) Co �LL �LOZaz Q O z��'cu Q E CY) E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-3 ENGINEERS, Gh1GINEERS, Inc. tivx�r. Pr a Evac s. co�4� z 0 a Z w O_ o LU � w a 0 W m z ;I N Q� �� LU U a o O N U 0 CNI CU O � W 0� s=N W 2 M a� w o �� z r U Q w O �O Q� J ~ a � W W OF - J = 1 N W V w Z W U W w a W _ ww a U � — � ti w cv O m W U C7m sOz C� w w U w a-Zwo4zO- a w Co O s Ld Z U) Co �LL �LOZaz Q O z��'cu Q E CY) E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-3 ENGINEERS, Gh1GINEERS, Inc. tivx�r. Pr a Evac s. co�4� z 0 a Z w O_ o LU ;;E I� 3: 12 ry i 3:12 3:12 /uiLl \ J \I\I l l l l l l \ N \ m / / LLILLI 3.12 \ \ I ' "`— "`_ L U IJ�J U IJ�J U IJ�J I 3:12 }------------T /J / CliQ / m o 3:12 m Lr) Q0 07 M w (� Q O m N U c O Cfl Ll c� IL� m m I � _ � � M 3:12 I L -J U I I W - : a- Z U Q m —3 : 12 -LL -LL 3:12 lJ h I m Q - - - - - - - - - - �- J li i m O LL (N) FIXED SKYLIGHT 2'x 2' JL ILl! ! Li I! Li Imo! ! �J ! � U �� V E L U X FIX TEMP 3:12 ITEM# 317860 LU O MODEL# FS C06 2005 W/ a m IAPMO-ES REPORT # 199 � W W 2 U) U I I C4 U m 3:12 3:12 L. J J L J �I U � 11�� z ~ ti C) �LL11JL_1� �I�.—� m UJ ti (D 00 UJ �Oz CD > ww �Uw 0. Z w UrZ . Z d a Lu to O = � �w�p(az 11 �O z�'cu E Co DATE: 3/28/2018 SCALE AS SHOWN ON PLANS PROPOSED FIRST FLOOR ROOFING PLAN PROPOSED SECOND FLOOR ROOFING PLAN SHEET: SCALE 1/4"=1' SCALE 1/4"=1' A-4 ��a��ssio�v,a� i..E'I��iSi��,�, Inc. W.PF20E�1GS.C4M Z O a (n U Z � O o � w Q 0 W m Z ;;E I� 3: 12 ry i 3:12 3:12 /uiLl \ J \I\I l l l l l l \ N \ m / / LLILLI 3.12 \ \ I ' "`— "`_ L U IJ�J U IJ�J U IJ�J I 3:12 }------------T /J / CliQ / m o 3:12 m Lr) Q0 07 M w (� Q O m N U c O Cfl Ll c� IL� m m I � _ � � M 3:12 I L -J U I I W - : a- Z U Q m —3 : 12 -LL -LL 3:12 lJ h I m Q - - - - - - - - - - �- J li i m O LL (N) FIXED SKYLIGHT 2'x 2' JL ILl! ! Li I! Li Imo! ! �J ! � U �� V E L U X FIX TEMP 3:12 ITEM# 317860 LU O MODEL# FS C06 2005 W/ a m IAPMO-ES REPORT # 199 � W W 2 U) U I I C4 U m 3:12 3:12 L. J J L J �I U � 11�� z ~ ti C) �LL11JL_1� �I�.—� m UJ ti (D 00 UJ �Oz CD > ww �Uw 0. Z w UrZ . Z d a Lu to O = � �w�p(az 11 �O z�'cu E Co DATE: 3/28/2018 SCALE AS SHOWN ON PLANS PROPOSED FIRST FLOOR ROOFING PLAN PROPOSED SECOND FLOOR ROOFING PLAN SHEET: SCALE 1/4"=1' SCALE 1/4"=1' A-4 ��a��ssio�v,a� i..E'I��iSi��,�, Inc. W.PF20E�1GS.C4M Z O a (n U Z ;;E COVERED BALCONY COVERED REAR PATIO Cn i 40'-1" 20'-1" / \ 6'-3" 16' 4 )� 7 8 J N Lr)v V O N 00 r Q� i ` _��(D \ / rn Mo wvQ 41-611 N � U N / D C / 6'-8" 6'-1„ U 0 Co ° CO LU 2 � c� 16'-5° p rn a� z \ , 2 � LLJ `N z r U Q \ M - 2 3 1 °° 1 0 0 N N LLI 0 0C Cl) N / O O — 201-811 71-2v' 201-611—J Lu J LCL 13 w w 2 COVERED U) FRONTPORCH SECOND FLOOR AREAS AREA 1: 144 SQ.FT. AREA 2: 45 SQ.FT. AREA 3: 39 SQ.FT. Z1-0 AREA 4: 1015 SQ.FT. o FIRST FLOOR AREAS TOTAL: 1243 SQ.FT. Lo m wd ti O wa Z> o U Lu 0 m O cn C� w w U w Z w Q 4 Z d AREA 1: 421 SQ.FT. Co °=U�wo AREA 2: 146 SQ.FT. Z w Z o C a z AREA 3: 576 SQ.FT. U_ —_ AREA 4: 401 SQ.FT. AREA 5: 9S .FT. �oQw� Q AREA 6: 9 SQ.FT. DATE: AREA 7: 112 SQ.FT. AREA 8: 287 SQ.FT. 3/28/2018 TOTAL: 1961 SQ.FT. SCALE AS SHOWN ON PLANS PROPOSED FIRST FLOOR AREA DIAGRAM PROPOSED SECOND FLOOR AREA DIAGRAM SHEET: SCALE 1/4"=1' SCALE 1/4"=1' A-5 �Ra��ssio�v,a� i..E'I��iSi��,�, Inc. l�+ l'Y. PF20 E t� G S. 0.0141 Z O Z w O o w � w Q 0 w m z ;;E COVERED BALCONY COVERED REAR PATIO Cn i 40'-1" 20'-1" / \ 6'-3" 16' 4 )� 7 8 J N Lr)v V O N 00 r Q� i ` _��(D \ / rn Mo wvQ 41-611 N � U N / D C / 6'-8" 6'-1„ U 0 Co ° CO LU 2 � c� 16'-5° p rn a� z \ , 2 � LLJ `N z r U Q \ M - 2 3 1 °° 1 0 0 N N LLI 0 0C Cl) N / O O — 201-811 71-2v' 201-611—J Lu J LCL 13 w w 2 COVERED U) FRONTPORCH SECOND FLOOR AREAS AREA 1: 144 SQ.FT. AREA 2: 45 SQ.FT. AREA 3: 39 SQ.FT. Z1-0 AREA 4: 1015 SQ.FT. o FIRST FLOOR AREAS TOTAL: 1243 SQ.FT. Lo m wd ti O wa Z> o U Lu 0 m O cn C� w w U w Z w Q 4 Z d AREA 1: 421 SQ.FT. Co °=U�wo AREA 2: 146 SQ.FT. Z w Z o C a z AREA 3: 576 SQ.FT. U_ —_ AREA 4: 401 SQ.FT. AREA 5: 9S .FT. �oQw� Q AREA 6: 9 SQ.FT. DATE: AREA 7: 112 SQ.FT. AREA 8: 287 SQ.FT. 3/28/2018 TOTAL: 1961 SQ.FT. SCALE AS SHOWN ON PLANS PROPOSED FIRST FLOOR AREA DIAGRAM PROPOSED SECOND FLOOR AREA DIAGRAM SHEET: SCALE 1/4"=1' SCALE 1/4"=1' A-5 LEGEND WALLS FLOOR PLAN NOTES: BATHROOMS & KITCHEN: TUB/SHOWER AND WATER CLOSET REQUIREMENTS: a. 22" MIN SHOWER DOOR CLEARANCE a. THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE b. TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. CEMENT BOARD SUBSTRATE FOR PRESSURE BALANCING SET AT A MAXIMUM 120 DEGREE F. THE WATER- - ALL WINDOWS SHALL BE DUAL PANE UNLESS OTHERWISE NOTED. AND SAFETY GLASS (TEMPERED SHOWER WALLS. FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE GLASS) TO BE PROVIDED FOR DOORS AND WINDOWS ADJACENT TO OPENINGS. ALL WINDOWS IN BATHS, c. LAVATORY FACETS TO HAVE A FLOW RATE OF 1.5 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) LIMITING DEVICE SET AT A MAXIMUM OF 120 DEGREE F. THE WATER HEATER AND IN WINDOWS WHERE EXPOSED BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE FLOOR. d. WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN 4.303.1) THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3, - CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE FOR INSULATION FOR R-13 WALL, R-19 CEILING e. CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD.ETC) FOR TILE APPLICATION 409.4) OR BETTER. SURROUNDING THE BATH TUB WALLS. b. NEW OR RECONFIGURED SHOWER STALL SHALL BE A MINIMUM FINISHED - WATER METER MUST BE INSTALLED PRIOR TO FINAL INSPECTION AND MUST NOT BE LOCATED IN DRIVE f. KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 OR APPROACH WHERE REQUIRED. g. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF THE - ALL WEATHER STRIPPING, CAULKING, AND SEALING OF EXTERIOR DOORS, WINDOWS, AND BLDG. FINISHED WITH A NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR PER ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC 408.5, ENVELOPE OPENINGS, AS REQUIRED BY THE C.R.C. SHALL BE SUBJECT TO FIELD INSPECTION. CRC R307.2. 408.6) -ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED. - ALL HOSE BIBS INSTALLED SHALL BE PROTECTED BY AN APPROVED NON -REMOVABLE TYPE BACK FLOW c. SHOWER STALLS AND BATHTUB WITH SHOWER HEADS INSTALLED, SHALL - NAILING SPECIFIED WITHIN THE STRUCTURE CALCULATIONS AND DETAIL SHALL BE DONE USING PREVENTION DEVICE. HAVE WALLS FINISHED WITH A NON-ABSORBENT SURFACE FOR A MINIMUM COMMON NAILS. PROVIDE I.C.0 APPROVAL PRIOR TO THE INSTALLATION OF AN ALTERNATE FASTENER. - BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, ETC., SHALL BE PROVIDED WITH OF 6 FEET ABOVE FLOOR. (CBC 1210 AND CRC R307.2) - PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER HEATERS SHALL BE INSULATED WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS W/AN AREA OF NOT LESS THAN 1/20 d. THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 AN INSTALLED THERMAL RESISTANCE OF R-3 OR GREATER FOR FIVE FEET OF PIPE CLOSEST TO THE OF THE FLOOR AREA W/MIN. OF 1-1/2 SQ.FT. OR 5 AIR CHANGES PER HOUR. INCHES ON CENTER) AND 24 INCHES IN FRONT) (CPC 402.5). WATER HEATER, OR WHATEVER SHORTER LENGTH IS IN UNCONDITIONED SPACES. - WALL SURFACE BEHIND CERAMIC TILE OR OTHER FIN. WALL MATERIALS SUBJECT TO WATER SPLASH e. WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO - FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3 -FEET BETWEEN THE COUNTER FRONTS AND SHALL BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. (APPROVED WR GYP. BD. CONTACT WITH THE WALL OR FLOOR THE JOINT SHALL BE CAULKED AND APPLIANCE OR COUNTER FRONTS AND WALLS. CBC 1208.1 INSTALLED ACC. TO C.B.0 4712.) SEALED TO BE WATERTIGHT. (CPC 402.2) - PRIOR TO BUILDING FINAL INSPECTION AN 'APPLIANCE CERTIFICATE', SIGNED BY THE INSTALLER OR GEN. - LOCATE AND EXPOSE ALL PROPERTY CORNERS AND STRING THE SIDE YARD CONTRACTOR, SHALL BE POSTED IN A CONSPICUOUS LOCATION. PROPERTY LINES PRIOR TO FOUNDATION INSPECTION. G5-1 G5-1 39'-11" 39'-11 " PROPOSED FIRST FLOOR PLAN SCALE 1/4"=1' F 14580 39'-11" 17'-3" 1'-6" 22'-8" dzi lz $'-911 81-611v' (� �, 111-511 11 -3 BALCONY 17'-9" x 6'-1" 6030R5 TEMP 114b8MU EGRE55- TEMP GLAZED 47— 16'-10" 22' 6'-2" - C1 lz MASTER BDRM ASTER BATH 18'-6" x 14'-6"CD , 0 16-10" x 8'-1" 2666 0 M c� 5' 6' 3'-3" 0 N i tLu u �n c -ow I _ CLOSET W 11'-6" 6'-0° x 10'-0° G5-2 GS -2 v o PROFESSIONAL � o Mlj''.fir. P R C E N G S. C.0Ivl m N tu w dJ U ~ Q a W W U W ,p O x � I Co Z O J CV UN co (wo�Ro LL U) W Q o O E �2<w I11 � Lu Q0 4066 Lu 0 o ,. m 302 TI w BEDROOM ATC Co 2 u 11'-6" x 10'-6" 04 AccEss 0-, 0 14 HALL 2668 T tl- 9'-3" x T-5" BATH ON I 10'-0" x 5'-0" M 9'-4" — 2'-1"'�1'-11" - - 3' 10' .OW 2668 —61 lz m� PROPOSED SECOND FLOOR PLAN SCALE G5-1 1/411= 1 LAUNDR' 6-0" x T-0' —151-611— BEDROOM 5'-6"— BEDROOM 13'-2" x 10'-11" 13'-2 m 5,-8„ G c7 0 0 0 Lu co co cY) BATHLo 5-8" x T-0"IQ o ti m c — ry c? a _� 2466 t 26405G H&RE55 504 FX 26405G 56RE55 3'-11 " 3'-11 " 3'-10" 13'-10" G5-2 ;I PROFESSIONAL ENGINEERS, Inc. Mlj''.fir. P R C E N G S. C.0Ivl m tu co Q a W W U W W C) Co Z O w o co (wo�Ro LL U) W Q o o E �2<w I11 � Lu Q0 Lu 0 o 0 m M w o - '0- o Co 2 D z c? I 26405G H&RE55 504 FX 26405G 56RE55 3'-11 " 3'-11 " 3'-10" 13'-10" G5-2 ;I PROFESSIONAL ENGINEERS, Inc. Mlj''.fir. P R C E N G S. C.0Ivl m z O Q a W W U W W C) Co Z O w o co (wo�Ro LL U) U0.4 Q o o E �2<w I11 � Lu U0CU LU Lu c N o 0 M w o - '0- o Co 2 D z V♦ Z Q J O O Lu J J LL Lu Lu 2 U � Z ti N — ! ti N O m W Cj U Q � W W U W a -Z a w U 4 Z d Co rn � co (wo�Ro LL Lu U0.4 Q o o E �2<w I11 � N U0CU LU 0 C: c N o 2 M Lu Z o - '0- o Q V♦ Z Q J O O Lu J J LL Lu Lu 2 DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-6 U � Z ti — ! ti N O m W Cj U cpm (Dov) cD > W W U W a -Z a w U 4 Z d Co O= j- Lu Z co (wo�Ro LL iw (D Z O ZJ� Cu M o E �2<w I11 DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-6 GENERAL NOTES: 1. JOB CARDS TO BE AVAILABLE FOR SIGNATURE AT JOB SITE. 2 PROVIDE A DIMENSIONED COPY OF THE FLOOR PLAN FOR THE COUNTY ASSESSOR'S OFFICE. 3. PROVIDE CERTIFICATE OF COMPLIANCE OR OTHER CERTIFICATE OF FEES PAID FROM THE SCHOOL DISTRICT HAVING JURISDICTION OVER THE SITE FOR PROPOSED CONSTRUCTION. 4. ADDRESS NUMBERS TO BE VISIBLE FROM THE ROAD WITH NUMERALS THAT ARE 4" HIGH OR HIGHER. 5. SURFACE WATER SHALL BE DRAINED AWAY FROM THE BUILDING FOR THE FIRST 5' BY AT LEAST 2% GRADE. THE OVERALL LOT DRAINAGE MUST BE NOT LESS THAN 1%. 6. A FIRE ESCAPE WINDOW SHALL BE PROVIDED IN EVERY BEDROOM WHERE THERE IS NOT A DOOR TO THE EXTERIOR WITH A SILL HIGH OF NOT MORE THAN 44" ABOVE THE FLOOR. SUCH WINDOW SHALL HAVE A CLEAR OPERABLE AREA OF NOT LESS THAN 5.7 SQ. FT. WITH NO DIMENSION LESS THAN 24" IN HEIGHT OR 20" IN WIDTH THAT WILL OPEN ONTO A STREET, ALLEY, YARD OR EXTERIOR COURT. 7. MINIMUM FINISHED WIDTH FORA CORRIDOR IS NOT LESS THAN 36". 8. WATER CLOSET (TOILET) COMPARTMENT MUST HAVE NOT LESS THAN 15" CENTERLINE OF BODET TO RIM AND NOT LESS THAN 24" CLEAR IN FRONT OF THE UNITAS PER CPC 407.6. 9. BETWEEN GARAGE AND RESIDENCE INSTALL MINIMUM 1/2" GYPSUM BOARD ONE-HOUR FIRE-RESISTANT WALLBOARD FROM CONCRETE TO ROOF SHEATHING OF GARAGE SIDE OF ALL COMMON WALLS. 10. GLASS WINDOWS AND DOORS THAT ARE SUBJECT TO HUMAN IMPACT, WITH 24" OF DOOR, CLOSER THAN 60" ABOVE AN EXTERIOR WALKING SURFACE OR WITHIN 18" OF AN INTERIOR FLOOR MUST BE TEMPERED GLASS OR REQUIRES A PROTECTIVE GRILLAS PER CRC R308.4. 11. WATER HEATERS, FURNACES AND ELECTRIC OUTLETS MUST BE INSTALLED AT LEAST 18" ABOVE GARAGE FLOOR OR CONCRETE SLAB. STRAP WATER HEATER FOR SEISMIC BRACING. 12. LATH PLASTER SHALL COMPLY WITH SECTION 2512.1. 13. PROVIDE WEEP SCREEDS NOT LESS THAN 4" ABOVE THE EARTH OR NOT LESS THAN 2" ABOVE PAVED AREAS. 14. FOAM TYPE UNDERLAY REQUIRES A WATERPROOF FACING STUCCO. SUBMIT SPECIFICATIONS AND ICC REPORT NUMBER OF TYPE TO BE USED. 15. SHOWER STALLS AND TUBS ENCLOSURES TO HAVE SAFETY GLAZING. SHOWER DOORS MAY NOT BE LESS THAN 22" MINIMUM WIDTH. 16. MECHANICAL VENTILATION SYSTEMS MUST SUPPLY 5 AIR CHANGES PER HOUR IN BATH AND LAUNDRY ROOMS, 17. PROVIDE 12" SQ. TUB ACCESS OR SOLVENT WELD TUB TRAP JOINTS PER CPC. 18. PROVIDE BACKDRAFT DAMPERS TO ALL VENTS TO THE OUTSIDE. 19. DISTANCE BETWEEN RANGE TOP AND CABINET ABOVE SHALL NOT BE LESS THAN 30" UNPROTECTED, 24" PROTECTED AND NOT LESS THE RANGE MANUFACTURERS SPECS. FOR HORIZONTAL DISTANCE (OR MIN. 6" IF NOT SPECIFIED). 20. WATERPROOF GYPSUM BOARD UNDERLAY AT SHOWERS, TUBS AND OTHER SURFACES ADVERSELY AFFECTED BY WATER IS NOT ALLOWED AS PER GA -216 OR ASTM C840. 21. INTERIOR WALL SURFACES TO BE 1/2" GYPSUM WALLBOARD (FLAMESPREAD GLASS III OR BETTER) UNLESS SPECIFIED OTHERWISE. 22. BUGSCREEN TO BE INSTALLED PRIOR TO FINAL INSPECTION. 23. NEW ROOFING TO BE CLASS "C" ROOF COVERING OR BETTER. THE INSTALLER SHALL PROVIDE A CERTIFICATION TO THE BUILDING DIVISION PRIOR TO FINAL INSPECTION. 1 Automatic controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change.2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). 2 Specify the areas needing rodent proofing are sole/bottom plates. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 3 Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase 11 emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable local ordinances. NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE STANDARDS, AND SECTIONS OF CBC, CRC, CALIFORNIA ENERGY CODE, CPC, CEC, IN THE EVENT OF CONFLICT, THE HIGHER STANDARDS AND SPECIFICATIONS SHALL PREVAIL. 2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN ON PLANS. 3. ELEVATIONS AND DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND MAY VARIES. IT SHALL BE THE CONTRACTOR RESPONSIBILITIES TO VERIFY SUCH ELEVATIONS AND DISTANCES IN THE FIELD FOR ANY DISCREPANCIES. 4. PRIOR TO COMMENCING WORK, ALL NECESSARY BUILDING, PLUMING, ELECTRICAL PERMITS SHALL BE OBTAINED FROM THE APPROVED AGENCY BY THE OWNER/CONTRACTOR AT HIS COST. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER SUBCONTRACTORS, PG&E, PACIFIC BELL AND OTHER PARTICIPANT ENTITIES. 6. FIELD VERIFYALL WORKAND DIMENSIONS PRIOR TO CONSTRUCTION. 7. USE 2X4 STUDS @ 16" O.C. DF#2. AND AN EXTRA STUD UNDER TRUSS. 8. FINGER JOINTED STUDS IN STRUCTURAL WALLS (BEARING OR SHEAR) SHALL BE APPROVED AND ARE NOT ALLOWED AT HOLDOWN LOCATIONS. 9. ALL SLIDING GLASS DOORS, SHOWER DOORS AND TUB ENCLOSURES SHALL BE TEMPERED GLASS AND LABELED SAFETY GLAZING. ALL WINDOWS SHALL MEET THE MINIMUM STANDARD AS ESTABLISHED BY THE CRC. 10. PROVIDE AN EXHAUST FAN CAPABLE OF PROVIDING 75 CFM TO REST ROOMS. 11. FLASH ALL EXTERIOR OPENINGS W/G.I. OR ALUMINUM ON KRAFT PAPER OR 15# FELT, SO AS TO BE TOTALLY WATER PROOF AS PER CBC 1402. 12. PROVIDE SMOKE ALARMS AT ALL BEDROOMS & HALLWAYS AS REQUIRED (MIN. 3' FROM AC RETURN/VENTS). 13. NAILING SHALL MEET REQUIREMENTS OF CBC TABLE 2304.9.1. CRC R602.3(1) INSULATION NOTES: AFTER INSTALLING INSULATION, THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 53, AND THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2, SUB CHAPTER 2, ART. 3. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIALS INSTALLED 'R' VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION), THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED DENSITY FOR THE DESIRED 'R' VALUE. SECTION 1403(d) TITLE 24, CALC. BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT WITH A LIST OF THE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. SEC. 1403(e) TITLE 24, CALCS. ADDITIONAL NOTES 4. Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local orregional air pollution or air quality management district rules apply: 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol products as specified in Subsection 2 below.2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17, commencing with Section 94507. 5. Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit. 6. Aerosol paints and coatings shall meet the Product -Weighted M I R Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 7. i) All carpet installed in the building interior shall meet the testing and product requirements of one of the following: 1 - Carpet and Rug Institute's Green Label Plus Program2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1. 1, February 2010 (also known as Specification 01350.)3 - NSF/ANSI 140 at the Gold leve14 - Scientific Certifications Systems Indoor Advantage TM Gold 8. ii) All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. 9. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1 - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database.2 - Products compliant with CH PS criteria certified under the Greenguard Children & Schools program.3 - Certification under the Resilient Floor Covering Institute (RFC I) FloorScore program. 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) 10 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. seq.) Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). 11. Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: 1 - The heat loss and heat gain is established according to ANSI/RCCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.2 - Duct systems are sized according to ANSI/RCCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.3 - Select heating and cooling equipment according to ANSI/RCCA 3 Manual S - 2004 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. 12.HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1 - State certified apprenticeship programs.2 - Public utility training programs.3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4 - Programs sponsored by manufacturing organizations.5 - Other programs acceptable to the enforcing agency. GARAGE DOOR DETAIL No openings allowed between gerage and bedroomLU It no c -ening, exterid protection to roof 1/2 -inch Gypsum Board an garage side O If - 2" X 4" CEILING JOISTS 24" O.C. R-44 CEILING INSULATION VAPOR BARRIER 5/8" DRYWALL CEILING DOUBLE 2" X 6" TOP PLATE 2" X 6" BOTTOM PLATE 3/4" T & G PLYWOOD FLOORING RIM JOIST INSULATION DOUBLE 2" X 6" TOP PLATE J 1560/11.875 FLF 16" O.C. 19 FLOOR INSU CRAWL SPACE MIN.18" 5 y '/.: -i In Ch ypsurn Boa r+d if gra l l adjacent to dwelling ani is not prole-0ed to roof Garage Door between garage a nd dwelling - 1 318 in. {35 rtlrn) saiid wooden door,. 5o9id or hanaycartrrb sf"I doarr or 20 minute-rafed Saar Typical 2 Story Section (N) DIMENSIONAL COMPOSITE ROOF SHINGLES OR BETTER TO MATCH WITH (E) 1/2" EXTERIOR SHEATHING 2" X 4" TRUSSES 24" O.C. 1" CONT. AIR SPACE DOUBLE LAYER OF UNDERLAYMENT DRIP EDGE 1" X 6" FASCIA 2" X 6" SUB FASCIA 7/8" (3) COAT STUCCO OVER FELT -BACKED WIRE LATH (TYP.) 2 -LAYER OF GRADE "D" PAPER UNDER STUCCO PER CBC 2512 (TYP.) COLOR TO MATCH EXISTING 5 1/2" WALL STUDS 16" O.C. 5 1/2" WALL INSULATION VAPOR BARRIER 1/2" DRYWALL 2" X 10" FLOOR JOIST 16" O.C. 2" X 10" RIM JOIST 1/2" EXTERIOR SHEATHING (E) STUCCO 5 1/2" WALL STUDS 16" O.C. 5 1/2" WALL INSULATION VAPOR BARRIER 1/2" DRYWALL D.F. STD. & BTR. PLATE )NDATION VENT @ 8' D.F. P.T. MUDSILL FOUNDATION DETAILS Weep screed at the bottom of stucco walls at min. 4" above earth or 2" above paved areas per CRC R703.6.2.1 ;a a� Q� �o � LU U Q o (6 N U0 CNm 0 � N W 2 M W �� Z , c) Z Q F_ J W ao OW OF - W � O J LL Z W 2 U) U � Z - ~ m W ti O Lu 0 W (m sovi CD Z Lu V W w w � �ZwQ Zo- a cn O=v�wU� Z ZLdRo o LL � Lu 0 (.0 11 O Z _J CU aw�E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A=7 PROFESSIONAL ENGINEERS, Inc. MIPAI. P R C E PJ G S. COW Z O Z w O_ o � w Q w m Z ;a a� Q� �o � LU U Q o (6 N U0 CNm 0 � N W 2 M W �� Z , c) Z Q F_ J W ao OW OF - W � O J LL Z W 2 U) U � Z - ~ m W ti O Lu 0 W (m sovi CD Z Lu V W w w � �ZwQ Zo- a cn O=v�wU� Z ZLdRo o LL � Lu 0 (.0 11 O Z _J CU aw�E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A=7 PROFESSIONAL ENGINEERS, Inc. MIPAI. P R C E PJ G S. COW Z O Z w O_ o � w Q w m Z O --TR. 2F CF. / / TEMP TR. -------------- ---- N /2rFF. N 1F CF. vdic I 0 1F F rM ROOF SHINGLES MIN. CLASS "C" PROPOSED NORTH-EAST ELEVATION SCALE 1/4"=1' 2F CF. �R0FE5510f'VAL GINEERS, Inc. W.PROE�IGS.C4M Lid! i . 7nl Z W ROOF SHINGLES MIN. CLASS "C" PROPOSED NORTH-EAST ELEVATION SCALE 1/4"=1' 2F CF. N NN 2F FF.— / O 1F CF. --I- i, EXTERIOR STUCCO FINISH EXTERIOR STUCCO FINISH TEMP GLAZED CRESS GRESS �R0FE5510f'VAL GINEERS, Inc. W.PROE�IGS.C4M z 0 i a Z W O o F—M-011mill, i W Q 0 / w m / N NN 2F FF.— / O 1F CF. --I- i, EXTERIOR STUCCO FINISH EXTERIOR STUCCO FINISH TEMP GLAZED CRESS GRESS OOF SHINGLES MIN. CLASS "C" PROPOSED SOUTH-WEST ELEVATION SCALE 1/4"=1' ELEVATIONS NOTES: 1. STUCCO IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED OVER METAL LATH OR WIRE LATH PER CRC R703.6.2. 2. PROVIDE WEEP SCREED AT THE BOTTOM OF STUCCO WALLS AT A LOCATION A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1. 3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3. 4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE BLOCK. 5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL. 6. PROVIDE HIGH RIBBED METAL LATH AT ALL HORIZONTAL STUCCO SURFACES. TR. TR. \oma GARAGE Co NLu O 00 co -4- TE P M 00 cy) GL. TR. N O � N � l \ 11'-5" GL. 9 92 �R0FE5510f'VAL GINEERS, Inc. W.PROE�IGS.C4M z 0 a Z W O o F—M-011mill, OOF SHINGLES MIN. CLASS "C" PROPOSED SOUTH-WEST ELEVATION SCALE 1/4"=1' ELEVATIONS NOTES: 1. STUCCO IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED OVER METAL LATH OR WIRE LATH PER CRC R703.6.2. 2. PROVIDE WEEP SCREED AT THE BOTTOM OF STUCCO WALLS AT A LOCATION A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1. 3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3. 4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE BLOCK. 5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL. 6. PROVIDE HIGH RIBBED METAL LATH AT ALL HORIZONTAL STUCCO SURFACES. TR. TR. \oma GARAGE Co NLu O 00 co -4- TE P M 00 cy) GL. TR. N O � N � l \ 11'-5" GL. 9 92 ;;E a� Q � �� Lu U Q o O N U 0 CN CU O � 0 s= N W 2 M W � 0- �z�c�Q r ■ Z O F_ w Q J > ~ J w W w U � w * N O m W U w C7m sOcn U z0Y 4Uw > w w a-Zwo4zO- a z U Z(n o� LL � Lu (D - �O z��'cu E Co DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-8 �R0FE5510f'VAL GINEERS, Inc. W.PROE�IGS.C4M z 0 a Z W O o W Q 0 w m Z ;;E a� Q � �� Lu U Q o O N U 0 CN CU O � 0 s= N W 2 M W � 0- �z�c�Q r ■ Z O F_ w Q J > ~ J w W w U � w * N O m W U w C7m sOcn U z0Y 4Uw > w w a-Zwo4zO- a z U Z(n o� LL � Lu (D - �O z��'cu E Co DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-8 TR. TR. 2F CF. 07 2F FF.� N 1 F CF. O T11- O N c� N 1 F FF. O r PROPOSED SKYLIGHT ROOF SHINGLES MIN. CLASS "C" (o L0 N TEMP EM EGRESS, EGRE CV CV Z.0 TEMP Co m N -- — — — — — — — — — - PROPOSED SOUTH-EAST ELEVATION SCALE 1/4"=1' TR. ----------------------------- FRONT PORCH TR. ELEVATIONS NOTES: 1. STUCCO IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED OVER METAL LATH OR WIRE LATH PER CRC R703.6.2. 2. PROVIDE WEEP SCREED AT THE BOTTOM OF STUCCO WALLS AT A LOCATION A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1. 3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3. 4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE BLOCK. 5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL. 6. PROVIDE HIGH RIBBED METAL LATH AT ALL HORIZONTAL STUCCO SURFACES. TEMP GRESS EGRESS, 00 00 00 04 04 N PROPOSED NORTH-WEST ELEVATION SCALE 1/4"=1' EXTERIOR STUCCO FINISH (0 N --------------- 0 -------------- TEMP M CO ROOF SHINGLES MIN. CLASS "C" zo o=D In EXTERIOR STUCCO FINISH F FRONT PORCH TR. TR: TR. 0.4 0 N 2F CF. M 2F FF. N 1F CF. O 1F FF. N GL. GL. ;;E a� Q � �� Lu U Q o O N U 0 CN CU O � 0 s= N W 2 M W �� z�c�Q N Cl) z O H Q W w J J W W w 2 U � w * N O m w 6 � U C7m sOc C� Z w C w IL Z w U Z d IL Lu to O = � Z UZ(/wjo�Ro LL �L�O�az Q O z��'cu Q E Coo E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-9 �R0FE5510f'VAL GINEERS, Inc. W.PROE�IGS.C4M z 0 a Z W O o W W Q 0 w m Z ;;E a� Q � �� Lu U Q o O N U 0 CN CU O � 0 s= N W 2 M W �� z�c�Q N Cl) z O H Q W w J J W W w 2 U � w * N O m w 6 � U C7m sOc C� Z w C w IL Z w U Z d IL Lu to O = � Z UZ(/wjo�Ro LL �L�O�az Q O z��'cu Q E Coo E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-9 TR. PROPOSED CROSS SECTION CS-1- SCALE 1/4"=1' PROPOSED CROSS SECTION CS-2- SCALE 1/4"=1' ;;E (D co Q� Amo w U a _� N ~ D t O CO U Cq O c) C N � O Oy z LU — 0 0- z o U Q Cn Z O F_ V LLI U) U) w Cn p � V w w 2 U) U U) IY � o O m w U p C7m sU) Oz C� W W U w a Z1wa4za Z U)zci)o0LL - � a Z LL O�,�Z_� m <Yoaw E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 0 �Ra��sslo�v,a� i..E'I��iSi��,�, Inc. %VMV. PF20 E t� G S. COW Z O C� � Z w O o LU � w a 0 w m z ;;E (D co Q� Amo w U a _� N ~ D t O CO U Cq O c) C N � O Oy z LU — 0 0- z o U Q Cn Z O F_ V LLI U) U) w Cn p � V w w 2 U) U U) IY � o O m w U p C7m sU) Oz C� W W U w a Z1wa4za Z U)zci)o0LL - � a Z LL O�,�Z_� m <Yoaw E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 0 �Ra��sslo�v,a� i..E'I��iSi��,�, Inc. %VMV. PF20 E t� G S. COW Z O C� � Z w O o LU CUPERTINO PURPOSE: CALGREEN RESIDENTIAL CHECKLIST - MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building(@cuPertino.org The 2016 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: NEW HOUSE Project Address: 10191 SANTA CLARA AVE., CUPERTINO Project Description: NEW HOUSE Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2016 C Building Standards Codes to verify and assure that all required work described herein is properly pl implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial C checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the c the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Colun date Section 2 - Implementation Verification at the end of this checklist and submit the complete Building Inspector. Column 2 MANDATORY FEATURE OR MEASURE Project Requirements ., .1 PLANNING AND DESIGN Planning and Design - Site Development 4.106.2 Storm water drainage and retention during construction. Projects 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area conduits, or other openings in plates at exterior walls shall be protected which disturb less than one acre of soil and are not part of a larger common ❑ against the passage of rodents by closing such openings with cement mortar, plan of development shall manage storm water drainage during construction. the Collaborative for High Performance Schools (CHPS) Low -emitting concrete masonry or similar method acceptable to the enforcing agency. 4.106.3 Grading and paving. The site shall be planned and developed to Materials List or be certified under the Resilient Floor Covering Institute (RCFI) Construction Waste Reduction, Disposal and Recycling keep surface water away from buildings. Construction plans shall indicate how ❑ site grading or a drainage system will manage all surface water flows. 4.504.5 Composite wood products. Particleboard, medium density 4.106.4 Electric vehicle (EV) charging for new construction. New fiberboard (MDF), and hardwood plywood used in interior finish systems shall W Q construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate comply with low formaldehyde emission standards. D future installation and use of EV chargers. ., .2 ENERGY EFFICIENCY Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads an operation and maintenance manual shall be provided to the building breaks are also required to comply with CalGreen Section 4.505.2.1. General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. standard design required by the California Energy Standards. materials used in wall and floor framing is checked before enclosure. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a Page 1 of 5 CalGreen 2016.doc revised 11112017 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures VOC limits. 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, (water closets and urinals) and fittings (faucets and showerheads) shall comply 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area conduits, or other openings in plates at exterior walls shall be protected with the following: receiving resilient flooring shall comply with the VOC-emission limits defined in against the passage of rodents by closing such openings with cement mortar, ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets the Collaborative for High Performance Schools (CHPS) Low -emitting concrete masonry or similar method acceptable to the enforcing agency. shall not exceed 1.28 gallons per flush. Tank -type water closets shall be Materials List or be certified under the Resilient Floor Covering Institute (RCFI) Construction Waste Reduction, Disposal and Recycling certified to the performance criteria of the U.S. EPA WaterSense FloorScore program and UL GREENGUARD Gold. Specifications for Tank -type Toilets. 4.504.5 Composite wood products. Particleboard, medium density ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed fiberboard (MDF), and hardwood plywood used in interior finish systems shall W Q 0.125 gallons per flush. comply with low formaldehyde emission standards. D ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads an operation and maintenance manual shall be provided to the building breaks are also required to comply with CalGreen Section 4.505.2.1. shall be certified to the performance criteria of the U.S. EPA WaterSense occupant or owner. 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units materials used in wall and floor framing is checked before enclosure. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a are constructed on a building site, provide readily accessible area(s) that Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the serves all buildings on the site and is identified for the depositing, storage and building are provided in every bathroom. collection of non -hazardous material for recycling, including (at a minimum) Environmental Comfort paper, corrugated cardboard, glass, plastics, organic waste, and metals, or 4.507.2. Heating and air-conditioning system design. Duct systems are designed to allow only one shower outlet to be in operation at a time. sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or A4.5 ENVIRONMENTAL equivalent. ❑ residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. than 0.8 gallons per minute at 20 psi. SPECIALINSTALLER AND - QUALIFICATIONS Pollutant Control Qualifications 702.1 Installer training. HVAC system installers are trained and certified in maximum flow rate of lavatory faucets installed in common and public use ❑ the proper installation of HVAC systems. areas (outside of dwellings or sleeping units) in residential buildings shall 702.2 Special inspection. The Licensed Professional responsible to verify not exceed 0.5 gallons per minute at 60 psi. CALGreen compliance is qualified and able to demonstrate competence in the ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in discipline they inspect and verify. residential buildings shall not deliver more than 0.25 gallons per cycle. Verifications 703.1 Documentation. Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen_2016.doc revised 11112017 A4.3 WATER EFFICIENCY AND CONSERVATION Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, (water closets and urinals) and fittings (faucets and showerheads) shall comply conduits, or other openings in plates at exterior walls shall be protected with the following: against the passage of rodents by closing such openings with cement mortar, ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets concrete masonry or similar method acceptable to the enforcing agency. shall not exceed 1.28 gallons per flush. Tank -type water closets shall be Construction Waste Reduction, Disposal and Recycling certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank -type Toilets. ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed W Q 0.125 gallons per flush. D ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum 4.410.1 Operation and maintenance manual. At the time of final inspection,LU flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads an operation and maintenance manual shall be provided to the building shall be certified to the performance criteria of the U.S. EPA WaterSense occupant or owner. Specification for showerheads. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a are constructed on a building site, provide readily accessible area(s) that shower is served by more than one showerhead, the combined flow rate of serves all buildings on the site and is identified for the depositing, storage and all showerheads and/or other shower outlets controlled by a single valve collection of non -hazardous material for recycling, including (at a minimum) shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be paper, corrugated cardboard, glass, plastics, organic waste, and metals, or designed to allow only one shower outlet to be in operation at a time. meet a lawfully enacted local recycling ordinance, if more restrictive. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of A4.5 ENVIRONMENTAL residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed psi. The minimum flow rate of residential lavatory faucets shall not be less wood -burning fireplace, or a sealed woodstove. than 0.8 gallons per minute at 20 psi. Pollutant Control ❑ 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use ❑ ❑ areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. Outdoor Water Use 4.304.1 Outdoor potable water use in landscape areas. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options ❑ ❑ ❑ A local water efficient landscape ordinance or the current California Department of water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent; or Page 2 of 5 Project Name: Project Address: Project Description: CalGreen_2016.doc revised 11112017 CALGREEN SIGNATURE DECLARATIONS SECTION 1 - DESIGN VERIFICATION Complete all lines of Section 1 — "Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Owner's Signature Date Owner's Name (Please Print) Design Professional's Signature Date Design Professional's Name (Please Print) Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phony Email Address for License Professional responsible for CalGreen compliance SECTION 2 - IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Email Address for License Professional responsible for CalGreen compliance Page 5 of 5 CalGreen 2016.doc revised 11112017 ❑ Projects with aggregate landscape areas less than 2,500 square feet may comply with the MWELO's Appendix D Prescription Compliance Option. A4.4 MATERIAL CONSERVATION AND RESOURCE Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, Z O conduits, or other openings in plates at exterior walls shall be protected H against the passage of rodents by closing such openings with cement mortar, � W concrete masonry or similar method acceptable to the enforcing agency. o Construction Waste Reduction, Disposal and Recycling 4.408.2 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall be submitted for approval to the W Q enforcing agency. D Building Maintenance and Operation 4.410.1 Operation and maintenance manual. At the time of final inspection,LU an operation and maintenance manual shall be provided to the building occupant or owner. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous material for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. A4.5 ENVIRONMENTAL Fireplaces 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed woodstove. Pollutant Control 4.504.1 Covering of duct openings and protection of mechanical equipment during construction. Duct openings and other related air ❑ ❑ distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings shall be compliant with product weighted MIR Limits for ROC and other toxic compounds. 4.504.2.4 Verification. Documentation shall be provided to verify that compliant VOC limit finish materials have been used. Page 3 of 5 CalGreen 2016.doc revised 11112017 ;;E N Q � co 0 M M Co W U Q ' _CU N ~ CN � O CO U O n C N U-1 2 _� L M O rn �Z LU r i1 Z o U Q Z F- LU LU JW W V v J J W Q = V V W W 2 U Z - ~ — of oN O m w U p 000 (0O- Cr) � w W ti U w W Z w( Z d U) 0 T_ LU Z U)Zuw)o�LL — U a Z LL 0 CO Z�� ca of p Q W E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 1 ENGINEERS, Gh1GINEERS, Inc. tiv�^�5.�. I=Ra E va c s. COlv1 Z O H C� Z � W O o W Q D W m Z ;;E N Q � co 0 M M Co W U Q ' _CU N ~ CN � O CO U O n C N U-1 2 _� L M O rn �Z LU r i1 Z o U Q Z F- LU LU JW W V v J J W Q = V V W W 2 U Z - ~ — of oN O m w U p 000 (0O- Cr) � w W ti U w W Z w( Z d U) 0 T_ LU Z U)Zuw)o�LL — U a Z LL 0 CO Z�� ca of p Q W E DATE: 3/28/2018 SCALE AS SHOWN ON PLANS SHEET: A-1 1 ENGINEERS,