The URL can be used to link to this page

Plans BUP2015 - 00206 & ELC2015 - 00533 — K — I - ] - - I - I - H - I - G - I - F - I — E — I — D — I - C - I - B - I — A - 351w54 KW SOLAR PV SYSTEM FOR DESIGN PROFESSIONAL PROJECT TEAM IN RESPONSIBLE CHARGE: ELECTRICAL ENGINEER: CIVIL/STRUCTURAL: 3055 gwMew Way, San Mateo, CA 94402 1 8 T:(650) 638-1028 1 F:(650) 638-1029 (888)—SOL—CITY (765-2489) 1 www.wlarcity.cam LINDA HUIE MICHAEL BEANLAND Y00 JIN KIM CONFIDENTIAL — THE INFORMATION 8 Walmart 0 R Store # 5 9 3 5 T I a rd P SOLARCITY, INC. TRI AXIS ENGINEERING SOLARCITY HEREIN CONTAINED SHALL NOT USED ' MMM � � FOR THE BENEFIT OF ANYONE EXCEPT 203 RIDGEWOOD DRIVE 301 NE 117TH AVE 3055 CLEARVIEW WAY SOLARCITY INC., NOR SHALL IT BE ELMSFORD, NY 10523 VANCOUVER, WA 98684 SAN MATEO, CA 94402 DISCLOSED T WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS TEL:(914) 218-4214 TEL:(360) 260-3900 TEL: (888) 765-2489 X55743 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE _ LHUIE@SOLARCITY.COM MBEAN LAN D@TRIAXISENG.COM YKIM@SOLARCITY.COM RESPECTIVE SOLARCITY EQUIPMENT, Ma & Tax Lot ID 2 WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. RECEIVED VICINITY MAP AERIAL MAP GENERAL NOTES ABBREVIATIONS SYSTEM SUMMARY JUL 9 2015 ' 7 ALL WORK SHALL COMPLY WITH ALL STATE CITY OF TIGARD 7 > AND LOCAL CODES AND ANY OTHER A AMPERE MODULE: (1134) TRINA SOLAR # BUILDING DIVISION y, REGULATING AUTHORITIES WHICH HAVE AC ALTERNATING CURRENT TSM-310PD14.18 7500 $W Dartmouth St AUTHORITY OVER ANY PORTION OF THE ADA AMERICANS WITH DISABILITIES WORK. ACT INVERTER: (9) FRONIUS # Symo to ASTM AMERICAN SOCIETY FOR 24.0-3480 d - � DRAWINGS HAVE BEEN DETAILED IN TESTING AND MATERIALS RACK TYPE: ZS PEAK COMPLIANCE WITH UL LISTING BLDG BUILDING ARRAY TILT: 5 J REQUIREMENTS, OSFM SOLAR CLR CLEAR V) a_ �J Uj PHOTOVOLTAIC INSTALLATION CONC CONCRETE AZIMUTH: 90,180 _- cn REQUIREMENTS, AND BUILDING CODES DC DIRECT CURRENT O Of ' - FOR THE MATERIALS SPECIFIED. DIA DIAMETER Q � 1 ='h` BvP�` DIST DISTANCE DESIGN CRITERIACD 6 . " �i ' PRIOR TO COMMENCEMENT OF ANY WORK, EQ EQUAL ' '• lS.I SW Beveland St THE CONTRACTOR SHALL VERIFY EXISTING EGC EQUIPMENT GROUNDING F= 1 ` CONDITIONS AND NOTIFY THE DESIGN CONDUCTOR BUILDING HEIGHT: 28 ro w PROFESSIONAL IN RESPONSIBLE CHARGE (E) EXISTING ,� a to FROM SOLARCITY OF ANY DISCREPANCIES. EA. EACH GROSS BUILDING AREA: 141,155 SF O� Ln Lowe's Home t Im :ovemeni 'n r7 p EMT ELECTRICAL METALLIC TUBING ! ANY WORK PERFORMED IN CONFLICT WITH — 4THE CONTRACT DOCUMENTS SHALL BE GALV GALVANIZED WIND SPEED: 120 MPH Z#z Ln CORRECTED AT THE SUBCONTRACTORS GEC GROUNDING ELECTRODE W z4t:z (% SOLE EXPENSE. CONDUCTOR EXPOSURE: C Of _ GND GROUND 00 = SUBCONTRACTOR INITIATED CHANGES HDG HOT DIPPED GALVANIZED SNOW LOAD: 25 cf) � ' �t DRIVEW Y SHALL BE SUBMITTED IN WRITING TO I CURRENT C/") O 1 _ 5 - _ SW pgR OU SOLARCITY FOR APPROVAL BEFORE MAKING IImp NVS CU RAT MAX POWER SEISMIC DESIGN CATEGORY: D ^ : 5 J ST ANY CHANGES. DEVIATION FROM PLANS BEFORE WRITTEN APPROVAL FROM Ise SHORT CIRCUIT CURRENT � � SOLARCITY PLACES LIABILITY ON THE kVA KILOVOLT AMPERE CD Of I 00 ' (E) BUILDING SUBCONTRACTOR. kW KILOWATT O -) r CODE SUMMARY Of kWh KILOWATT-HOUR Q _ N (E) BUILDIN '� (E) DRIVEWA / ALL EQUIPMENT SHALL BE MOUNTED AS LBW LOAD BEARING WALL ::5Eo — SHOWN. WHERE DETAILS ARE NOT MAX MAXIMUM BUILDING CODE / PROVIDED, CONTRACTOR SHALL USE MIN MINIMUM ALL WORK SHALL COMPLY WITH j= STANDARD CONSTRUCTION PRACTICES. (N) NEW THE 2012 INTERNATIONAL NEC NATIONAL ELECTRIC CODE BUILDING CODE. ALL SURFACES SHALL BE PATCHED AND NIC NOT IN CONTRACT PAINTED AROUND NEW DEVICES AND NTS NOT TO SCALE ELECTRICAL CODE ' 4 j EQUIPMENT TO MATCH EXISTING FINISHES. OC ON CENTER ALL ELECTRICAL WORK SHALL OCP OVERCURRENT PROTECTION COMPLY WITH THE 2014 �E�EZ PROFFSJ' 4 ANY METAL SHAVINGS FROM SITE WORK PL PROPERTY LINES NATIONAL ELECTRIC CODE. VS �GINR / SHALL BE CLEANED FROM ALL SURFACES PV PHOTOVOLTAIC MY OF TIGARD Q 18947PE� 9 I / WHERE OXIDIZED OR CONDUCTIVE METAL PVC POLYVINYL CHLORIDE �I (E) PARKING REVIEWED FOR CODE COMPLIANCE SHAVINGS MY CAUSE RUST, ELECTRICAL SCH SCHEDULE REGON _ SHORT CIRCUITS, OR OTHER DAMAGE. SQ. IN. SQUARE INCHES OTC: [a' SS STAINLESS STEEL �' 18,,r — SSD SEE STRUCTURAL DRAWINGS Pemrit#: j�(��2Qt�-C�C3Z�� qF�DA P� BEAMS OR PURLINS SHALL NOT BE DRILLED D E ' UNLESS AUTHORIZED BY SOLARCITY OR STC STANDARD TESTING Address: -7(,p��I-j Nkj � jai I SHOWN IN THE DRAWINGS. CONDITIONS Suite#: EXP 12-31-2015 O O O O O TYP TYPICAL By: �� Date: 7 i5 l5 APPROVALS FROM BUILDING INSPECTORS UON UNLESS OTHERWISE NOTED ' I � � � � PROPERTY LINE 3 ;I \ SHALL NOT CONSTITUTE AUTHORITY TO UPS UNINTERRUPTIBLE POWER OFFICE COPY 3 DEVIATE FROM THE DRAWINGS, SUPPLY REVISIONS I i VIF VERIFY IN FIELD INDEX Ow V VOLT 3EY- BY DATE COMMENTS Vmp VOLTAGE AT MAX POWER PV1 COVER SHEET ❑ ° ° ❑ Voc VOLTAGE AT OPEN CIRCUIT It ❑ a I W PV2 SITE PLAN E3 e e ® WATT PV3 ARRAY PLAN e e e e e ® ® ® (N) SOLAR PV MODULES ON ROOF 3R NEMA 3R, RAINTIGHT — PV4 ACCESS PLAN I ® ® ❑ ® ® N � ® ❑ PV5 STRUCTURAL ROOF PLAN e ® ® ® ® ® ®. N o ® PV6 ZSPEAK COVER SHEET i e B B B B ® ® ® �® (E) PARKING PV7 ZSPEAK ROOF PLAN ® ® ® ® ® ® ® ® Q®1cm CITY OF TIGARDPV8 ZSPEAK ARRAY ® N= N N ® ® N ❑ I REVIEWED FOR CODE COMPLIANCE PV9 ZSPEAK ARRAYN N N N N ® ® ® PV10 PV EQUIPMENT PLAN & DApproved* ISI JOB DETAILS 2 ELEVATION OTC: - Tigard 1 PVll EQUIPMENT DETAILS Tigard ® ® ® O / Permit#: ELC 20/S- Coss S 3 3 (1134) TRINA SOLAR # TSM-310PD14.18 ® ® ® ® ® ® ® ® Address PV12 ELECTRICAL SYMBOLS & NOTES I N ® 0 N N N N �� ® ® --'� Suite ; 7600 -04,4 »0uAii PV13 LINE DIAGRAM i ® ® ®�® �— PV14 COMMUNICATIONS AND N N N N N B . Date: 7"?9-/S MONITORING r�uxlxcss� ® ® ® ® ® / PV15 WARNING LABELS '9)FRONIUS S o 24.0-3 480 Is � v of I ❑ p ® ® ® / �I RIV � LINDA HUIE ® ® V ❑ ® ❑ ® ❑ / ® ® a�er ' I / ASHORT (E) ELECITRICAL YARD 9ARQf: PROECT YABAffTt JASON ENDSLEY , / DAIS PAY"TYPE • PPA i 1 ----------- -- - - - - - - - 9E KW. 1 COVER SHEET ,m MABR ' PROPERTY PLANp 60' 120' W JB-9722646-00 1"=80'-0" 5 900 & 1800 9n PV 1 00 ommonK a 6 6FV6f o s I _ FOWinQ6 —uo _ � —aca _ _ . W9I — I — H — I — G — I _ F _ I _ E _ I _ D _ I _ C _ I _ g _ I — A — - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - - A - SHEET NOTES 145dwaty. A. SEE PV17 FOR WARNING LABEL DETAILS. i B. ALL COMMUNICATION WIRING SHALL BE H PROUTED IN OWER WIRING. RATE CONDUITS FROM 30 0) 638- w°y, San Mateo, 3 1029 4402 T.(650) 63iew Wa I F:(650) 638-1029 (886)-SOL-CITY (765-246s) I www oolorc(ty.com p C. HIGH SPEED ETHERNET HAVE A CABLE CONFIDENTIAL - THE INFORMATION (J O Q Q LIMITATION OF 100 METERS FOR DATA HEREIN CONTAINED SHALL NOT BE USED ' TRANSMISSION. NETWORK FOR THE BENEFIT OF ANYONE EXCEPT RINC., NOR SHALL IT BE BOOSTER/EXTENDERS ARE REQUIRED TO DISCLOSED IN WHOLE OR IN PART TO OTHERS EXTEND DATA TRANSMITTAL BEYOND 100 OTHERSS O OUTSIDE THE RECIPIENTS METERS. ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE — D. FOR LONG COMMUNICATION RUNS, RESPECTIVE SOLARCITY EQUIPMENT, TRANSITION TO FIBER OPTICS FOR WITHOUT THE WRITTEN PERMISSION OF OPTIMAL DATA TRANSMITTAL WITH SQLARCITY INC. LIMITED LOSSES. ' INV E. ARRAYS ARE REPRESENTED BY THEIR 1 3: OUTLINES DYS SHOW 7 E N 5 DIRECTION OF SLOPE 1 L -2 6 7 mpi O KEYED NOTES 4 -T/ 178 -AZ a ❑ ❑ 1. (E) MAIN SWITCHGEAR AND (N) v ❑ ❑ p ❑ POINT OF AC INTERCONNECTION. ® p WARNING LABEL DETAIL 1/PV16. p 2. (E) UTILITY LOAD METER. � _ ® ® ® 3. (N) PV SYSTEM UTILITY AC ° DISCONNECT, ACDS-1. WARNING ° ® ® cn ® ® ® ® ® ® (N) SOLAR PV MODULES ON ROOF LABEL DETAIL 2/PV16. � 65.F F J ° 5. (N) PV INVERTER. WARNING LABEL C- , ❑ INV DETAIL 8 & 9/PV16. ® ® ® ® ~ 6 6. (N) DC DISCONNECT SWITCH(ES) I ' ® ® ® ® ® ® ® ® �� ® D LOCATED AT INVERTER. WARNING Ln INV LABEL DETAIL 3/PV16. rr D N "~ 7. NOT USED. Ln � 8. NOT USED. o-) LC-2 ° ® ® ® ® ® INV (E) PARKING 9. (N) CONDUIT ON WALL. SEE DETAIL Z*�z Ln — 5 ® ® ® ® ® ® ® ® ' B/PV12. O C N 10. (N) CONDUIT ON ROOF. SEE DETAIL I(E) IDLE ® o LC-1 11. NOT USED. O ® ® ® ® 12. (N) MONITORING EQUIPMENT, I 5 e 'Na 13. (N) MONITORING EQUIPMENT, [' �RD GATEWAY. 5 ® ® F� ® ® ® ® ® ® BN o C)- -< 0 , LC-1 SOLARGUARD PV PRODUCTION kWh O Q 00 METER. 1� ® ® ® ® ® ® ❑ ® D ® ° 14. (N) MONITORING EQUIPMENT, � i cc INV I POWERGUIDE LOAD kWh METER. Q -a N t3 ° ° a ® ® ® 15. (N) AC COMBINER PANEL WARNING E LO _ LC 2 ® ® ® ® ® e ® ® ® ® LABEL DETAILS 6-7/PV16. Q 16. NOT USED. e ® D ® ® 17. (E) UTILITY TRANSFORMER ® ® a ® ® ® ® 18. (N) INVERTER MASTER ' 6 ® ® ❑ ® � CONTROLLER/GATEWAY 4 ® ® ® ® ® ® ® ® ® 19 ROUTER/SWITCH TION 4 E ° ® ® ❑ ® ® ® ® ZI 0X ® ® ® ® ° 6 (`��G PNO�Fs�ioy ° ® ® ® ® ® LC-1 INV 18947PE 9 ° ® ® ° z_ A N pR,EGON — 5 ® ® ® ® LC-1 ° INVERTER PANEL BOARD �AVIDB�P� INV a ❑ o ® 6 (E) TRASH COMPACTOR NUMBERING SYSTEM EXP 12-31-2015 3 LC-2 ❑ �� LOAD CENTER ' NUMBER 3 i ® ® ® ❑ ® t (E) ROOF HATCH (E) TRUCK LOADING LC-1 BOX TYPEv a REVISIONS , ® ❑ I II II I ® ° PNL=PANELBOARD z x COMMENTS = INVERTERS PER PNL LOAD CENTER RAi1NG INV LC-2 woo INVERTER — A N z N (E) ELECTRICAL ROOM (E) GAS METER NUMBERING SYSTEM LC-2 B (E) UTILITY METER 1 INV INVERTER kW , PV 13 BOX TYPE , Y RATING 2 2 INV=INVERTER X (E) TRANSFORMERLC-X LOAD CENTER 3 INVERTER MP NUMBER ]OB DETAILS 2 7 NUMBER ,,,u Tigard ' INVERTER LETTER Y0°"II (1134) TRINA SOLAR # TSM-310PD14.18 SWITCHBOARD Max=synm NUMBERING SYSTEM 9 FRONIUS # Symo 24.0-3 480 KsKk 4 SWB XXX SWITCHBOARD OEM Br. RATING YARWEPROSECT MAKCR i 0.17E PArdW TYPE 1 N LEGEND %M K$&-- N PPASITE 1 im mmem ' SITE PLAN D 30' 60' W (AT 5e/6 ETHIEERNET)E JB-9722646-00 —CATSE — 1"=30'-O" 5 9EFf: REM 90° & 180° p PV 2 00 ommon � a s ewer o s I _ rawing6 -u a _ I _aca wgI - I - H - I - G - I - F - I - E - I - D - I - C - I - p - ] I _ A _ — K — I - J - I — I — I — H — I — G — I — F — I — E — I — D I — C — I — B — I — A — INv LEGEND Vdiffuty. 1 (N) PHOTOVOLTAIC MODULE E N W/ ZEP ZS PEAK SUPPORT & 1BALLAST rvtew 3055 ClsnWay. San Mateo, CA 94402 1 LC-2 T.(650) 838-1028 I F.-(650)mpi638-1029 8 PA (N) ZEP POSITIVE (wa)-sol-❑Ty (7e5-2489) 1 www.salarcity.com p i I ATTACHMENT CONFIDNTIAL — THE INFORMATION HEEREINECO TAINED SHALL NOT BE USED ' a a E SKYLIGHT FOR THE BENEFIT OF ANYONE EXCEPT 4 7 ® (E) SOLARCITY INC., NOR SHALL IT BE 4 °T/ 17 8 0/ \ L <1 ❑ ❑ ❑ ❑ ( ) DISCLOSED T WHOLE OR IN PART TO E HVAC UNIT OTHERS OUTSIDE THE RECIPIENTS D ❑ Arra 9 O r a 10 0 (E) VENT PIPE ORGANIZATION, EXCEPT CONNECTION — WITH THE SALE AND USEE OF THE RESPECTIVE SOLARCITY EQUIPMENT, B /Pvlo ® p /pyla WITHOUT THE WRITTEN PERMISSION OF ❑ ® (E) ROOF ACCESS HATCH SOLARCITY INC. (E) EXHAUST FAN C A � 7 rra 2 ® ❑ (N) DC COMBINER BOX A /PV9 ® ® x xx rra 5 ' Arra 1 A /PV9 ° -Lj Pvs ® ® (N) ZEP INVERTER MOUNT ® Ivi ❑ ® ® ® ° INV 1 (N) ZEP INVERTER/LOAD ci- CENTER MOUNT LE ® ® ® ® 1+ ® ® ® ® ® = INV Arra 15 Arra LC-1 C cn 1 1 3 vio Q , 6 D N ® ° ® ® ® ® ® ® CONSTRUCTION NOTES 1 LC-2 ® INV 1. CONDUITS ARE SHOWN I ~ ® ® ® ® ® ® ® ® 1 N� SCHEMATICALLY. Ln I C 2. ALL CONDUITS SHALL BE NEAT AND � Ln ORDERLY AND PARALLEL TO BUILDING Ln LC-1 LINES. _ ® ® ® O I 3. CONDUIT RUNS SHALL BE CONTINUOUS ® ® ® ® ® ® FROM LOAD CENTER PANEL TO CD cn INVERTER. O INV 4. ALL 480VAC WIRING SHALL BE IN 0 I=-- / 14 1 CONDUIT. (� 0 5 ® ® ® ® ® ® ® e /Pv�o ® 5. INSTALL CONDUIT EXPANSION JOINS I 5 B `V PER PV12 1 ® ° LC-1 6. ALL DC CABLES FROM ARRAY TO 0 Q , ® INVERTER THAT ARE NOT PROTECTED00 BY RACKING EEMrra 3 ® ® 7. NO ONDUITSSHALLHALL BIN RUDE ONE IN ITHE c ❑ O INV A /per ® ® ® WORKING SPACE AREAS SHOWN ON ° PV4. E � _ 1Y 8. ALL COMMUNICATION CABLE SHALL BE Q �' C N ® ® ® ® ® ® ® ® ® IN DEDICATED CONDUIT. ~ LC-2 ° 1 ® ® ® I 4 s ® ® ® Eilm ® ® ® ® 4 EEEA r7= ® ® ❑ PROF ® �VS� �GI NEFF�f/O9 ® ® ® ® ® Ara 8 ® ® ® ® 4' @ 18947PE /PV9 ❑ °0 RECON Q ° ® ® ® ® ® ® rra 7 A Ar ® ® �'y9�9 ® '�r118.1 S2 Arra 4 A /Pv9 DAVID 0�P 1 ° ® /Pv9 ® ® ® Arr ® ® ° LC-1 INV EXP 12-31-2015 1 p`� Q � / cn 1 � 3 3 ® ® I ArAraP o2 Z C N REVISIONS I BY DATE COMMENTS — INV ® B N I ❑ ❑ LC-2 ® 2 ® ® ® 2]OB DETAILS 1 AM gord ' ® ® —P (1 34) TRINA SOLAR / TSM-310PD14.18 mmmm SYSTEM INV LC-2 WR7Bt 9 FRONIUS # S o 24.0-3 480 1tQ � i LO A N Z N GEM BT: MMIC PROJECT MANAGER: ❑ ® 9,1E PAYMENT TTP ' • PPA TYPE: i 1 SHEET NAME- ARRAY AMLARRAY PLAN 1 JOB xu am ' W JB-9722646-00 ARRAY PLAN 0 20' 40 9fFP REV. r.=20'-0" S 900 & 180017 PV 3 00 ommonns a s erver o s _ rawin s u o _ _aco _ _ wg - - I - � - I - I - I — H — - F - I — E — I — D — I — C — I — B — I — A — B� r— SO�dfClty _ LEGEND (N) PHOTOVOLTAIC MODULE W/ ZEP ZS PEAK SUPPORT & BALLAST 3055 Clearview Way, Sw Mateo. CA 94402 • •• • ATTACHMENT CONFIDENTIAL — THE INFIRMATI111,11 1,HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT Ej (E) SKYLIGHT SOLARCITY INC., NOR SHALL IT BE 01 �, . OTHERS OUTSIDE / O , lORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE (E) VENT PIPE RESPECTIVE SOLARCITY EQUIPMENT, �iWTHOUT THE WRITTEN PERMISSION OF l�l�l�l�l�= (E) ROOF ACCESS HATCH SOLARCITY INC. / e OA OA On ,N1gIlIo1�1�, mIlII�1�I1�I�, �1�1�1�1�I�1�I��I��I�I�I��I�:� � (E) EXHAUST FAN / � PATHWAY I�milli llIl 1�I� Iloilomilli- -1 ,!�! ,i! l ! , , l _ ,I,:,I�, _ 1 i o 1='= io::e r::e i=7 % I•- �°_ �•,I,, ie''e ie _`:io= - __•.,-''�.�, I,,I,'i I I ,I,, f r._ -1 I_`,•._ .- r r•. �:� -1 �I i,I,,I ,I,_,Io �I�1�I�1�I� I I = I = 1={ �I��l� � _ �I�1�I�i�l� �Il��I�I,�, - ROOF ACCESS NOTES % 20' SETBACK . . PARAPET • _ //�1/ fir.•= =r ROOF ACCESS • - _Mil_;sI NlNl�l�l�l� 1�I 11�MINI , , ■;:: 1�1�I� gil�I�I� =1_ I_- �1�1�I�1�11 -I�111S ■1�� I C. MIN 5' SETBACK FROM ALL HVAC UNITSAND SKYLIGHTS. �1�1�1�.- - mil _ " .oil.. D. MIN 4' ACCESS PATHWAYS EVERY 150' '�iiI�1�I�Ii ii�% E. MIN 2' SETBACKS FROM ROOF DRAINS ,I,,I,,1.1—! � f=me i-- - - i-1 r- Y = I ',fe - o r•_ ,-• r_ _• �.•: `.-`.- -r:•- _:/ ;. ..�I�I� L_`._ -.- r^- r.l f �:- i=::=i=.- `.1=r:i=rl � �1�1�I��I��I�1�1� � •��I��I_�I��! I ' I I I I I ��/ � • I_, IN Bill / Niglio /� �I♦I♦I♦I�III 111111._ �I!�I�IJ �Itl♦I♦, � ala ��/�/�/�/ • OW■i��l� 1 _I 1- -._1=1 11�..�I� ♦Il♦I♦♦I1��I�� 1N'�I♦i♦I�, � / • • • �/I� / ® . � I - I= 1_ _ �I�I�I�I�I� , NAL, 11 � A' • . ROOF • 1= '� oil III�1N1�{ � PERIMETERBUILDING � • e� 11IN I IN MIN _ .Ig.Ii, [- I 1 :- 1=1 1 - I- = =, ® im,41lIIll 1f- �I��I�I� TOP MECHANICAL & ELECTRICAL r.! EQUIPMENT WN�I�I�I� = _1 ,�I�I�I� LL I I ! I ''�I� ,�11�1 , ` FOUR.•SIDES• ,OF gill SKYLIGHT, 4- FOR Niglio lil1=I1Ii� N , 1= -1 f = _ 4' AROUND SMALL IN _. -=1 �Ii�II�Ii�1I�IiC. illi i . . liliig1l 011 . • I,:e r-••e _' 10 ,=N=�..'- iel I o rl / I �ili�� • al,,1 , ,, I c 1 _ -1 ,= =" �':1 // ..��1 /// ®m i i . • . EXP ,15ROOF HATCH . _ -_ -_ I_ 1� ./ II I I�I�I�I�I� ;I MIN I-� !� STORAGE � 150'x150' MAX ARRAY )IMENSIONS ii �� 1.1�,�,, 1 1 BillDNA x�p I> . WE PAYMINT •• _ SHM NAW- ACCESS PLAN 1. . , . 00 `r 1 1 —� 11 111111111MI 1 _ K _ I _ � _ _ I _ I _ H _ I _ G _ I _ F _ I _ E _ I _ p _ I _ C _ I - B - - A - LEGEND 9� 8� 71 6� 5� 4� 3� 2� 1� ' � � � (N) PHOTOVOLTAIC MODULE e W/ ZEP ZS PEAK SUPPORT & BALLAST 3055 aearview Way, San Mateo, CA 94402 1 1 8 i i i 7:(650) 636-10 F:(650) 636-1029 E GIRDER (66e)-sa-a7r (765-2+e9) I www.eolareky . m (N) ZEP POSITIVE 8 INV CONFIDENTIAL - THE INFORMATION 1 ATTACHMENT HEREIN CONTAINED SHALL NOT BE USED ' E N (E) JOIST ® (E) SKYLIGHT FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE (E) DECKING DISCLOSED IN WHOLE OR IN PART TO LC-2 (E) HVAC UNIT OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION o (E) VENT PIPE NTH THE ALE AND S E OF THE RESPECTIVE SOLARCI SOLARCITY ENT, ' -- ------- ---------- ---- ;------ ---- -- -- - WITHOUT THE WRITTEN PERMISSION OF — — ------ I ------- --- ----- I --- -— ---------I----- ----------- — —1 —'--. — — ------------ ® (E) ROOF ACCESS HATCH SOLARCITY INC. I ' --i-- i - ar�-----{�_� - - I----- —I------ -------------- (E) EXHAUST FAN IuI u -----' -- ---'----------- 1 -------- --— I— -------------------I - — — — — Q I ------- — — ------- ------ -- 7 ----- — ---I— ---------------- -- ---------- - ' i t t _ ROOF STRUCTURAL PLAN -------- --- --�--- — ----- —, I I I--- I -----I ----- --- --- — � -- -------- -------- �-------;------- ------- -- NOTES: -�--- --- I -- ----------�---I---- — -- —I ----- --- ---- I - ------------ ----- -------I------- ------------- THE DESIGN FOR THE ADDITION OF ----- - _ _ __—__ _ __--- _---- -------- SOLAR PANELS ON THE ROOFTOP IS BASED ON THE FOLLOWING cn --- - --- ---- �--- - � -- -- - - ----- �-- ------ - -- -- -- i - ----- -------- i--- � - � � — - - -- -------- — I WHICH SHOULD BE () ®I--- -- -- - - ------- — -- — — —I -- - ----- �I-- ------ - -- -- 1 - ---- ------ ------- — — — — ------�-- LATHE GENERAL U ASSUMPTIONS,PTIO ---- ------ --- - -- INV VERIFIED BY CONTRACTOR AND OWNER BEFORE - ---- ; ; INSTALLATION IS COMMENCED: — 6 `�C }------ — -- --} - --- - }----- -- —"-----1—__—_"—""----"" D N 1. NO STRUCTURAL MODIFICATIONS ---------- Ln HAVE BEEN MADE TO THE ORIGINAL ~ ---------- - - ---------- -- - INV I I I BUILDING, WITHOUT BEING ------ — ------ ------ -- -------- ---- — — -- — —i ----- -- -- ------- —i-- ---------- I-- --------- SPECIFICALLY IDENTIFIED ON THESE r-) - - -------- - ---- ------- PLANS.I IF AT ANY TIME THE EXISTING L LC-2 -- �-- — ----®I -------- --------- �— -- — --� —I------ -- ------ I--------- ------ --- - ---,----- -- --- --- INV STRUCTURAL CONDITIONS OF THE ------ — BUILDING APPEAR TO DEVIATE FROM � Ln -- — -- —I ---- - ------ -----I-- ----- ---- ------ — -- WHAT IS SHOWN ON THIS PLAN, WORK � --- --- -- - ------ — - --- -- --- - ---- - ---- - - ---------- -- - - - ------------ SHALL BE STOPPED, AND THE a� �D - ------ -- — f-- ------- - 1— -- — — — ---- ---- - ------ �- — ----- --- ---- ---1--- -- f - -- ------- c N ENGINEER SHALL BE CONTACTED U) (DF= LC-1 BEFORE WORK PROCEEDS FURTHER. ' ----- I - -- -------- --- --------- --I ---- ---- ------ - - ------ --- --------; — — -- ------ -------- 2. NO RE-ROOFING HAS BEEN O — — — — — — — —�— — PERFORMED ON THE BUILDING, UNLESS I 5 5 ---- - ------ ------- — "- - — SPECIFICALLY INDICATED ON PLAN. IF O Q --- - - ------ - -- 00 1 ---- ------ ----®I -------- —I ---------- --I ---- -- ------ �I-- ------ --- ------ —I ---- - - -- -- I--- -- I - - -- ------ INV IT IS DETERMINED THAT RE-ROOFING — — — — _ __ cj- _ —"_--_ ALL BE CD rr) �__ HAS OCCURRED AND HAS NOT BEEN CD ------ - ---- — —' -------- ------------ — -- 0f I ------- - - - --- INDICATED ON , WORK --------- - -- - ----- ---- -- — --- ----I — - --- — - ---- -- - ------ - — ------ --------- - -- - - --- B N STOPPED, AND THE NE GIINEERHSHALL Q o N BE E , -- ----- ----- - ---------- ILEI --�---- - -- --- —I — - ------ ---- — -------- ---- -- — — — - --- -----o----- LC-1 WORK. BEFORE CONTINUING Q � CD o� - - I -- -- - I--- I `0 ----- — — — -- ------- -- --- -----I— -- — — — —I --- ---- ----- ---- I -------- - -- ----- — -- - - -- --------- ------- 3. NO STRUCTURAL MEMBERS ARE _ —-- a - - - - I--- -- I o DAMAGED OR DEGRADED. IF IT IS ---- --- -- -- -; ; DETERMINED THAT ANY STRUCTURAL -- ------ -- - — — ®I - -- -- — —� — ----- - ------ INV --- - - --------- - - -- - -- -- - - - - - I I MEMBERS ARE DAMAGED OR --- ----- J�-- ' - I - ---------------- --'------ -------- --I ---- --------- ---- - -------------- --- -- — ----- — — -------- DEGRADED, WORK SHALL BE STOPPED, _ _ _ _ _ _ _ _ _ _ _ _ _ I—_ —__—__ AND THE ENGINEER SHALL BE 4 C N ; CONTACTED BEFORE WORK PROCEEDS ��EDPRQFF 4 - - --- - - — ---- ------- —� ---- - -------- ---I - — -� —I-------I�----------------- - I - — — -- \y� GIN ` i 1 ---a-- -- - I------ I I - FURTHER. ' LC-2 i 4 NO SIGNIFICANT ADDITIONAL --------- — ---- - ---------------- - '---- - ------ i------------ ------ - I - ------ ----------- i - — — — — i - -- — — i - — — — — DEAD LOADS HAVE BEEN PLACED ON F - THE ROOF OR HUNG FROM THE R00 � -- — -- --- ------- ----- -- — ---� - --- -- ------ -®� - ------ - ---- ----I ----------------- —; --------- STRUCTURE BELOW SINCE THE TIME — PSN 3, y�`a• - - -- - -------- -- _ —} - ------- —" }— — — —__—__—} _ _ __ __—__—__—__— -------- ----- —1 --------- OF ORIGINAL CONSTRUCTION UNLESS J114 — F SPECIFICALLY IDENTIFIED WITHIN THESE CONSTRUCTION DOCUMENTS. Digitally signed byYooJin - ---- SIGNIFICANT LOADS INCLUDE ANY----- ---------------� - ------ -- - -- -- — — -- - - Kim -- -- ----------- I ------------ -- ---------- --------- — — — — -- -- — ----- ----- ------ - I --—--—--—--—--—--—-- I - — — -- — -- - I ---; ----------------- ITEMS OVER 200 POUNDS SUPPORTED Date: 2015.06.2615:18:50 _ _ _ _ _' OVER THE ROOF OR ANY ITEMS HUNG ' � --- - ----- -- --------- I -- -- ----- I -- ---- -------I— ----- -- ----o--- -07'00' —__ __ �_ _ __ __ � �_- -- - — — FROM INDIVIDUAL FRAMING MEMBERS 3 -- ------- - — — — — — -- - - - — — — --i i - ---I----- a OVER 75 POUNDS. NO SOLAR PANEL ----- I -------------------' —� — — — — -- -- --- --=�-- REVISIONS 1 -------__—__—__—_ — __—__ SHALL BE LOCATED IN AREAS REV ATE COMMENTS -------- LC-1 IDENTIFIED AS HAVING ADDITIONAL INV----------- - ---- - --- -----------� --' -- --- ----+ - - --- --- - - ----- ----- —I - ------- — --------I------ -----------------�-- - - - i ARE PRESENT T G , - ------ --- ------- --- — — -- — — ----- — ----- ---- -------- ` ADSL DEAD LOADS. IF IT IS DETERMINED - -- -- -- ------I-------- --- --------- -- ---------- �------ ------- -- THAT ANY ADDITIONALONTHEROOF WIOTHOU (N) LC-1 Z A N --- -- — — ---- —�_ ; BEING SPECIFICALLY IDENTIFIED, - --- - — ------ - - LC-1 WORK SHALL BE STOPPED, AND THE - — ----------- - �— — — -- -- -- ---- -------------- ------ -- ---- ---- -------- _ ----- - - ENGINEER SHALL BE CONTACTED _ _ _ _ _ _ __—__—__ —__—__ BEFORE WORK PROCEEDS FURTHER. ------ — -- — — _—__—__—__—__----__ _ _-- -----------__—_- _ —} 5. THE EXISTING ROOF DRAINAGE --------------- - ------------- -- (N) LC-2 I----__----- SYSTEM IS ADEQUATE AND PROPERLY ' ------ — -- -- -------------------- --------- ---- —�—" --" ----- (E) ROOF HATCH MAINTAINED TO ENSURE THAT WATER --- ---------- - --------- --- 1 - - --- — — — - - - - -- --------- ---------I--- ----- ACCUMULATION AND PONDING ON THE JOB DETAILS 2 B � 1 -- —-- ------' ---------- --- -- - — -- _—__—_--__ —__—__—__—_"—__—__—__—I--_--------- ROOF DOES NOT OCCUR. IF IT Tigard LC-2 --- -------- --I --- ---------------- I— - ---------------------- ---- --------------- I-------- APPEARS THAT THE EXISTING ROOF Iwo I — I — DRAINAGE SYSTEM IS INADEQUATE OR (1134) TRINA SOLAR # TSM-310PD14.18 -- -----------I-------------- ------ --- -- - I-------- -- ` ------------ HAS NOT BEEN PROPERLY MAINTAINED (I.E. EVIDENCE OF PRIOR WATER MOUNTING SS1°' ------- --- --------'--- ------- -- --- ------- ----- ----- -- -- ®--------------- ------------ PONDING ON ROOF), WORK SHALL BE INVERTER: o STOPPED, AND THE ENGINEER SHALL 9 FRONIUS S o 24.0-3 480 ------ �- ----- ------ I ------ -- —I -------------------- -------------------� ----------- BE CONTACTED BEFORE WORK OEO®BY: ----- PROCEEDS FURTHER. ------ ---------- --------- --------- -- ----- 1 ., YNIXEf: PRO,ECT MANAGER. R i 1 ' INV LC-2 DAIS PAYMENT TYPE: + PPA i aEET NAME- STRUCTURAL AYe 1 1 N STRUCTURAL ROOF PLAN Job MA®IR JB-9722646-00 STRUCTURAL ROOF PLAN 0 20' 40' w SHEET: FEY. 1"=20'-0° S PV 5 00 900 & 180° ommon ns a sServer o s I _ rowinj o _ 00—aca _ w9 H - I _ G _ I _ F _ I _ E _ I _ p _ I _ C - I - B - I - A - — K — I — J — I — I — I — H — — G — I — F — I — E — I — D — I — C — I — B — I — A - 44" (N) ROOF TOP Milk LOAD� 2� 3� 4� 51 6� 71 81 CENTER 127" RACK 0 0 O (N) INVERTER " SHADE - OPTIONAL 1 14" 3055 ClowA" Way. San Mat". CA 94402 8 I I I I I IT:(650) 638-1028 1 F:(650) 638-1029 (886 I I I I I I I )-SOL-CITY (765-2489) 1 "W..m«aty.oa'n p 18' CONFIDENTIAL - THE INFORMATION O HEREIN CONTAINED SHALL NOT BE USED ' FOR THE BENEFIT OF ANYONE EXCEPT T.O. PARAPET SOLARCITY INC., NOR SHALL IT BE 26'-6" DISCLOSED IN WHOLE OR IN PART TO (N) ZEP ENABLED MODULE do 23" OTHERS OUTSIDE THE RECIPIENTS MOUNTING SUPPORT I RUBBERIZED ORGANIZATION, EXCEPT CONNECTION SU — 3I� SUPPORT FEET WITH THE SALE AND USE OF THE (N) BALLAST TRAY: RESPECTIVE SOLARCITY EQUIPMENT, SHOWN NTH WITHOUT THE WRITTEN PERMISSION OF PLAN VIEW (N) ROOF TOP BALLASTS BLOCKS SOLARCITY INC. INVERTER RACK - OPTIONAL (N) POSITIVE ATTACHMENT, , 7 OPTIONAL 7 24" 4? TOP OF SLAB 41" 14" - 0'-0" FF FRONT ELEVATION SIDE ELEVATION NOTE: ALL OPTIONS FOR INVERTER AND LOAD CENTER ROOF RACKS ARE SHOWN. NOT ALL OPTIONS ARE REQUIRED c - PER PROJECT. QUANTITY OF LOAD CENTER ATTACHMENTS IS DEPENDANT ON AMOUNT OF ROOF TOP LOAD CENTERS REQUIRED PER ELECTRICAL PLAN. SEE STRUCTURAL CALCULATION PACKAGE FOR PROJECT SPECIFIC C:) C/-) � MOUNTING METHODS. Of BUILDING SECTION Q , 6 �J I/8"=I'-0" INVERTER & LOAD CENTER ROOF RACK H4A0>BBMIATmM6 B Ma U 1/2'=1,_0„ �, 6 I � ' Ln I o-) Ln Ln rn ZEP POSITIVE ATTACHMENT � 0') — ZEP COMPATIBLE ASSEMBLY, TYP LLJ zt*z PV MODULE, TYP 7.24" cl� OMG POWER [184 mm] CD _ MODULE LENGTH 0.51" 19.69" p GRIP PLS O , ATTACHMENT, + HAY [13 mm] [500 mm] � 5 I 5 ^ C):f O 00 98.11" D:f I [2492 mm] Of _ (n F� N O — a a -0 ZEP COMPATIBLE 6 PV MODULE, TYP 1 4 �SG 1 N FF` fyo 4 POSITIVE }�'� 3, ATTACHMENTFu I �r1 MODULE WITH POSITIVE ATTACHMENT OMG POWER GRIP PLUS ATTACHMENT �01 PV ISOMETRIC LAYOUT Digitally n V mom a vrwl Iuoul[vM ArtAa xA NTS L ]344 IIP ow raEr CW flU3 A4Mr M NTS LJ mwI av a iFMt WEIIC ulalf Y si g ed by NTS Yoo Jin Kim Date: 2015.06.26 15:19:01 -07'00' ' 3 PV MODULE MOUNTING SYSTEM (BRIDGE), TYP 3 ZEP COMPONENTS REVISIONS 1 ANCHOR BRACKETS AND (2) 3/8" 0 BOLTS AND ZEP COMPATIBLE PV MODULE, TYP RFV RY I DATE COMMENTS NUTS rE o o ® I PV- PV MODULE INTERCONNECTION POINT BETWEEN BRIDGES ' TUBE CONNECTOR 11.81" 16.55" 3.97" 2 [300 mm] [420.46 mm] [100.72"] MODULE , wHOTH 9.72" JOB DETAILS 7[,246.98 mm] AMt i ZEP POSITIVE Tigard VALLEY BASE PEAK BASE ATTACHMENT (1134) TRINA SOLAR / TSM-310PD14.18 BALLAST BLOCK CONDUIT ASSEMBLY 1.96" ASSEMBLY, TYP ? r 1[49.78 mm] LUMM Sys9m g 3/8"0 BOLT ANDam 1, " r — OMG POWER GRIP NUT, TYPICAL PLUS O 9 FRONIUS # Symo 24.0-3 480 ATTACHMENT, ZEP ANCHOR O ° ' mid GENERIC PV MODULE SHOWN. BALLAST PLACEMENT DETAIL IS FOR ILLUSTRATION ONLY. TYP COMPONENTS OEM By. POSITIVE ATTACHMENT ASSEMBLY moul PWCT MA11AGM ATTACHES TO LOWER M DULEEDGE FRAME T , I SATE FA1 WTYPE iH OMG POWERGRIP PPA PLUS INSTALL PER MANUFACTURER'S " 1 ' RECOMMENDATIONS ZSPEAK COVER SHEETim EAH ANCHOR BRACKET BALLAST PAN PLACEMENT PV MODULE LAYOUT JB-9722646-00 �,.� ISOMETRIC MODULE WITH POSITIVE ATTACHMENT Jmon av aia w M1wm si.aar u NTS 'J mm 3i a IE/1I BNUbf PMI PIM£11111 m NTS �t' l mal ar a icvc tm-�c iu NTS mon a vr�Anja m�e MS SH Er: FE'. PV 6 00 - ommon n6 a 6 6EV6r0 6 _ noWing9 ua _ � oca — w9 H — I — G — I — F — I — E — I — D — I — C — I — B — I — A — — K — I — J — I — I — I — H — I — G — I — F — I — E — I — D — I — C — I — B — I — A — LEGEND Vi . (N) PHOTOVOLTAIC MODULE dwc° FFTW/ ZEP ZS PEAK SUPPORT & > n 3055 demi" Way, San Napo. CA 94402 8 6'-1 — — — BALLAST 8 8 —2 T:(650) 638-1028 1 F:(650) 535-1029 , n > >, , n , y (888)-SOL-CITY (765-2489) I �e.edvdty.aam 33 6 27 4 7 11 31 -5 ^ ® (E) SKYLIGHT CONFIDENTIAL — THE INFORMATION 9f-2,f I HEREIN CONTAINED SHALL NOT BE USED ' (E) HVAC UNIT FOR THE BENEFIT OF ANYONE EXCEPT -9 4'-2 SOLARCITY INC., NOR SHALL IT BE ° (E) VENT PIPE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION ❑ ® (E) ROOF ACCESS HATCH MATH THE SALE AND USE OF THE _ Q ❑ ❑ 38, RESPECTIVE SOLARCITY EQUIPMENT, 24'-3" WITHOUT THE WRITTEN PERMISSION OF 19'-7" 17'-3" 0'-8" '-6' 25'-5" 22 -11 Q (E) ExHAusT FAN SOLARCITY INC. I T I A 1=1 E I 7 13 33'-9„�,® ° 23' L ROOF STRUCTURAL PLAN ® ® ® ® ® ® ® ® NOTES: 46'-11 ” ° THE DESIGN FOR THE ADDITION F 0 � ® ® ® ® ® ® ® ® ® SOLAR PANELS ON THE ROOFTOP IS BASED ON THE FOLLOWING cf) cl- ° ASSUMPTIONS, WHICH SHOULD BE C:) � 32 -4 VERIFIED BY THE GENERAL Q!� ' I I CONTRACTOR AND OWNER BEFORE _< a ' 6 INSTALLATION IS COMMENCED: p 6 ® ® ® ® ® ® ® ® ® 1. NO STRUCTURAL MODIFICATIONS ~ � 20'—off HAVE BEEN MADE TO THE ORIGINAL I BUILDING, WITHOUT BEING ® ® SPECIFICALLY IDENTIFIED ON THESE � ° ® ® ® ® ® ® ® ® PLANS. IF AT ANY TIME THE EXISTING In STRUCTURAL CONDITIONS OF THE I — :�i4 [—I-- ® E E ® BUILDING APPEAR TO DEVIATE FROM — 38 _9 WHAT IS SHOWN ON THIS PLAN, WORK LSI SHALL BE STOPPED, AND THE � ® ® ® ® ENGINEER SHALL BE CONTACTED 0 _ ® ® ® ® ® , -1 7f-7"� >, BEFORE WORK PROCEEDS FURTHER. 1 _� `" ! 46 -11 2. NO RE-ROOFING HAS BEEN 1 O ' PERFORMED ON THE BUILDING, UNLESS I 5 ® ® SPECIFICALLY INDICATED ON PLAN. IF ^ [r 5 IT IS DETERMINED THAT RE-ROOFING Q 00 ' ® ® ® 16'-2 z z z z HAS OCCURRED AND HAS NOT BEEN C) C:) � I 32'_4 ' ® ® INDICATED ON PLAN, WORK SHALL BE � � � O � 1 -11 STOPPED, AND THE ENGINEER SHALL Q N BE CONTACTED BEFORE CONTINUING E O I J 0 WORK. Q coo ,0 rn ® — ® ® ® ® z z z 13 3. NO STRUCTURAL MEMBERS ARE I� ® DAMAGED OR DEGRADED. IF IT IS 38 1-911 DETERMINED THAT ANY STRUCTURAL OR 21 '-1 ® ® ® ® ® I— I ® ® ® ® ° DEGRADED, WORK SHAD BE STOPPED, ' AND THE ENGINEER SHALL BE PEOPRaFF , ® ® ® ° CONTACTED BEFORE WORK PROCEEDS 4 4 ' FURTHER. 4. NO SIGNIFICANT ADDITIONAL 19'-5 ° z z ® ® ® ® ® ® DEAD LOADS HAVE BEEN PLACED ON 7 THE ROOF OR HUNG FROM THE ROOF ti3. ® ® ® STRUCTURE BELOW SINCE THE TIME OF ORIGINAL CONSTRUCTION UNLESS 'f 9 -11 SPECIFICALLY IDENTIFIED WITHINIEWMAM 11 -3 ® J� ® ® ® ® �'-4 ® ® ® 50'-1 " THESE CONSTRUCTION DOCUMENTS. igitallysigned byYooJin II ® SIGNIFICANT LOADS INCLUDE ANY im ® ITEMS ITEMS OVER 200 POUNDS SUPPORTED ate: 2015.06.26 15:19:12 ' f OVER THE ROOF OR ANY ITEMS HUNG ' 3 21 -1 ® ® ® ® ® ® ® ® ® FROM INDIVIDUAL FRAMING MEMBERS 07'00' 3 ® ® OVER 75 POUNDS. NO SOLAR PANEL ' 2'-2 SHALL BE LOCATED IN AREAS REVISIONS 1 % F IDENTIFIED AS HAVING ADDITIONAL ° ® ® ® ® ® ® ® E::] ® ® ❑ DEAD LOADS. IF IT IS DETERMINED ❑ THAT ANY ADDITIONAL DEAD LOADS ® ° 21 -1 ARE PRESENT ON THE ROOF WITHOUT ® ® 34 BEING SPECIFICALLY IDENTIFIED, ° 46'-7" WORK SHALL BE STOPPED, AND THE ® ® ® ® ® ® ® ® ° ENGINEER SHALL BE CONTACTED BEFORE WORK PROCEEDS FURTHER. F R. E 27'-6f' 5. THE EXISTING ROOF DRAINAGE ® ® ® _j ❑ 20 SYSTEM IS ADEQUATE AND PROPERLY ' 2 ® 2'_ ® ® ® T-3° MAINTAINED TO ENSURE THAT WATER 2 ACCUMULATION AND PONDING ON THE Nu JOB DETAILS ROOF DOES NOT OCCUR. IF IT Tigard ' APPEARS THAT THE EXISTING ROOF 9MgES 4'-5" 17'-3" 1 '-4" 25'-5" 16'-3" 26'-6" 25'-5" 25'-5" 16'-3f' 25'-5" 33'-6" 25'-10 25'-5I 0'-8" DRAINAGE SYSTEM IS INADEQUATE OR (1134) TRINA SOLAR # TSM-310PD14.18 HAS NOT BEEN PROPERLY MAINTAINED e ® ion ® (I.E. EVIDENCE OF PRIOR WATER PONDING ON ROOF), WORK SHALL BE KAM — ❑ F] STOPPED, AND THE ENGINEER SHALL 9 FRONIUS # Symo 24.0-3 480 BE CONTACTED BEFORE WORK OEM e PROCEEDS FURTHER. °IDO o" BANOEE FlI MOM OATS PAIIfMT I1PF: N e PPA i 1 SHEET NAIL i ZSPEAK ROOF PLAN W ��JB-9722646-00 ' ROOF PLAN 0 30' 60' SHEET 9Tv 1"=30'-0" S 90° & 180° PV 7 00 amm_ ns tolls ewer o s 1 _ rowings a _ _aca _ — — I — I — H — I — G — I — F — I — E — I — D — I — C — I — B — I — A — - K - - J - - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - - A - LEGEND (N) PHOTOVOLTAIC MODULE 4d 50 0 aRy. IFA] W/ ZEP ZS PEAK SUPPORT & 1 BALLAST 3055 Claarvlew Way, San Mateo, CA 94402 1 T.(650) 638-1028 1 F:(650) 638-1029 8 (N) ZEP POSITIVE (bee)-Say-CITY (765-240) 1 vww."aab.oan, 8 PA ATTACHMENT CONFIDENTIAL - THE INFORMATION C7 1 HEREIN CONTAINED SHALL NOT BE USED ' ArracpA FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE A / PV9 o DISCLOSED IN WHOLE OR IN PART TO Arra 5 R Ll ❑ F DETAILS OTHERS OUTSIDE THE RECIPIENTS i ORGANIZATION, EXCEPT IN CONNECTION Arra 1 A / PV9 RESPECTIVEASOLARCITY EQUIPMENT, MIDI Arrayl Amay2 Array3 Array4 Arroy5 Array6 Array? ArrayB WITHOUT THE WRITTEN PERMISSION OF rill A / PV9ROOF HEIGHT (FT) 28 28 28 28 28 28 28 28 SOLARCITY INC. ROOF SLOPE (DEG) 4 4 4 4 4 4 4 4 i EEIROOF AREA (SF) 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 , 7 PARAPET HEIGHT (FT) 4 4 4 4 4 4 4 4 ROOF MEMBRANE EPDM EPDM jEPDM EPDM EPDM EPDM EPDM EPDM ARRAY DETAILS 1 TOTAL MODULES WEIGHT 11673.6 4134.4 7296 2067.2 6931.2 2067.2 1459.2 12768 (LBS) TOTAL HARDWARE WEIGHT 1478.46 516.86 925.54 276.46 841.4 264.44 204.34 1586.64 (LBS) ^ - (Z TOTAL CMU WEIGHT (LBS) 1088 0 0 0 960 0 0 992 A TOTAL SYSTEM WEIGHT 14240 4651 8222 2344 8733 2332 1664 15347 ci__ E (LBS) (n ARRAY AREA (SF) 5039 1784.65 3149.38 892.32 2991.91 892.32 629.88 5511.41 1 AVERAGE ARRAY 2.83 2.61 2.61 2.63 2.92 2.61 2.64 2.78 Q 6 PRESSURE (PP) II 1-0 3 113 BILL [IF MATERIALS I ~ Ln I PV-101435-310 TRINA 192 68 120 34 114 34 24 210 SOLAR ,# TSM PV Ln I� TEE EEI Module; 31OW, 280.8W Ln Ln PTC, 72-Cell, 40MM, Blk A Frm, H4, ZEP, 1000V L.LJ Z44:z (l IF31 113 rill BRIDGE ASSEMBLIES CO Q _ MH-007000-507 - 123 43 77 23 70 22 17 132 � PEAK BASE 1 MH-007000-489 - 246 86 154 46 140 44 34 264 1 O ' A 113 rp rpw VALLEY BASE ^ I C 5MH-007000-496 - T 246 86 154 46 140 44 34 264 CONNECTOR TUBE O (r Q `�) 1 MH-007000-493 - 492 172 308 92 280 88 68 528 Q L-:) 00 CONDUIT ASSEMBLY Of MH-007000-505 - 2 0 0 0 6 0 0 0 Qf BALLAST TRAY Q � N MH-007002-514 - SNAP 192 68 120 34 114 34 24 210 E CD BUSHING Q LCD MH-007001-010 - 2 2 2 2 2 2 2 2 3: 1- 4 GROUND ZEP Array3- MH-007001-509 - DC 384 136 240 68 228 68 48 420 L;: 1 Li WIRE CLIP 1 A /PV9 If 9 rill A CMU 16/ 68 0 0 0 60 0 0 62 1 SLIP SHEETS (12 20 231 69 210 66 51 --- CPEO PRQpe 4 POSITIVE ATTACHEMENTS 51 21 32 11 37 10 7 67 ��5�G I N FFs%y 4 A A OMG POWERGRIP 51 21 32 11 37 10 7 67 0 9 ' PLUS(EPDM) MH-008100-158 - 51 21 32 11 37 10 7 67 POSITIVE ATTACHMENT /.O� JIN r A Digitally signed by Yoo Jin Kim Date: 2015.06.26 15:19:23 -07'00' 1 3 3 REVISIONSREV BY DATE COMMENTS 1 A rQ Arra 8 A Arra 7 1 2 Arra 4 A / PV9 2 2 A /PV9 A1wE JOB DETAILS Tigard 1 MORA ArraY6 (1134) TRINA SOLAR # TSM-310PD14.18 t A / PV9 MO MING SYSTEM: LFA + LF g NOTM 9 FRONIUS # Symo 24.0-3 480 oEvoc + CHECKED BM MARKT: PRIECT MANAGER w t 1 DALE: PAYMENT TYPE 1 + PPA i 9EEr NUE: 1 ZSPEAK ARRAY 1 ,EB NUMBER: ' A ROOF PLAN-ARRAYS 1-8 JB-9722646-00 3/32'=1'-0' SHEET: REV. PV 8 00 ommon K a y erYer a s l _ raWings u a _ _aca Wg I - I _ H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - I - J - I - I - ( - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - LEGEND �( n (N) PHOTOVOLTAIC MODULE u W/ ZEP ZS PEAK SUPPORT & BALLAST 3055 CleaMew Way, Son Mateo, CA 94402 1 T:(650) 638-1028 1 F:(650) 638-1029 8 (N) ZEP POSITIVE (8841)-SM-aW (765-2489) 1 www.eaarany.a«n 8 PA ATTACHMENT CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED 1 FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S _ R I C DETAILS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE _ RESPECTIVE SOLARCITY EQUIPMENT, MPI Array9 Arrayl0 Arrayl1 Arroy12 Arrayl3 Arrayl4 Arrayl5 WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ROOF HEIGHT (FT) 28 28 28 28 28 28 28 ROOF SLOPE (DEC) 4 4 4 4 4 4 4 1 ROOF AREA (SF) 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 r Arra 9 PA PA Arra 1 O PARAPET HEIGHT (FT) 4 4 4 4 4 4 4 7 1 B / P V10 B / P V10 ROOF MEMBRANE EPDM EPDM EPDM EPDM EPDM EPDM EPDM 1 PA ARRAY DETAILS A A TOTAL MODULES WEIGHT 5836.8 6931.2 3891.2 1094.4 1337.6 729.6 729.6 (LBS) _ PA PA TOTAL HARDWARE WEIGHT 733.22 781.3 504.84 144.24 180.3 108.18 108.18TE-Z z- 172-1=34 - (LBS) cl- A TOTAL CMU WEIGHT (LBS) 896 944 416 0 32 0 0 C/-) cl- TOTAL SYSTEM WEIGHT 7466 8656 4812 1239 1550 838 838 Q 1 A ARRAY AREA (SF) 2519.5 2991.91 1679.67 472.41 577.39 314.94 314.94 Q 1 6 AVERAGE ARRAY 2.96 2.89 2.86 2.62 2.68 2.66 2.66 C- A A A PRESSURE (PSF) ~ p� 11-1 BILL OF MATERIALS Ln A 1r�) PV-101435-310 TRINA 96 114 64 18 22 12 12 0-) SOLAR # Lc) _ TSM-310PD14.18: PV _ Module; 31OW, 280.8W z4z Ln PTC, 72-Cell, 40MM, Blk LLJ A I EA] JPAJ I A Frm, H4, ZEP, 1000V C/) LF A A A BRIDGE ASSEMBLIES 0 _ O 1- MH-007000-507 - 61 65 42 12 15 9 9 1 A PEAK BASE C/-) 0O 1 MH-007000-489 - 122 130 84 24 30 18 18 1 ::E 5 VALLEY BASE F- � 5 1 " Arrav15 Arra 11 MH-007000-496 - T 122 130 84 24 30 18 18 � Q , CONNECTOR TUBE CD 00 B / PV10 B / PV10 MH-007000-493 - 244 260 168 48 60 36 36 tY EF A A A CONDUIT ASSEMBLY � O MH-007000-505 - 4 2 0 0 0 0 0C/-) BALLAST TRAY Q O -CN U . I - 4.L.- 1, . r o I MH-007002-514 - SNAP 96 114 64 18 22 12 12J - O O 0-) - A A A A A BUSHING -6 QD MH-007001-010 - 2 2 2 2 2 2 2 A A A GROUND ZEP [FIAEf A MH-007001-509 - DC 192 228 1128 36 44 24 24 WIRE CUP 1 A CMU 16# 56 59 26 0 2 0 0 1 4 SLIP SHEETS (12' x 20*) 183 195 126 36 45 27 27 QEp PROFF 4 POSITIVE ATTACHEMENTS 29 12 19 7 7 4 4 ��aG 1 N A OMG POWERGRIP 29 12 19 7 7 4 4 Q 9 PLUS(EPDM) A EfA A " CF I MH-008100-158 - 29 12 19 7 7 4 4 v POSITIVE ATTACHMENT `OH 9, JIN - A A - A �Fxvrl�c.uEn �.+rn Digitally signed by Yoo EFA A A A A Jin Kim ' Arra 14 Date: 2015.06.26 15:19:37 -07'00' ' EF A 3 B / PV 3 1 REVISIONS 1 A A Y DATE COMMENTS EF 3 El LF A Arra 13 A / PV10 - EF A A A A 1 1 2 L, A JOB DETAILS 2 1 Arra 12 Tigord 1 [F J:[F A / PV10 (1134) TRINA SOLAR # TSM-310PD14.18 wamw snu 111ERIFR - 9 FRONIUS # Symo 24.0-3 480 KSM « ROOF PLAN-ARRAY 9-11, 14 AND 15 CHE006w uAaae r9accr YMIMFR F « 1 I DAIS Pi 11PE: = PPA i 1 9HM KW' i ZSPEAK ARRAY 1 JM M MBEA 1 A ROOF PLAN-ARRAY 12 AND 13 JB-9722646-00 9¢r. 9EY: wg PV 9 00 omm- nsas ewer os1 _ ra- 5 uo - 1 °`° - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - 1 3055 Cleorview Way, San Moteo, CA 94402 T.(650) 638-1028 I F:(650) 638-1029 8 (888)—SOL—CITY (765-2489) I www.solarcity.cam O CONFIDENTIAL - THE INFORMATION (� 1 HEREIN CONTAINED SHALL NOT BE USED 1 FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE — RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1 1 7 1 1 (n cl- c� cn cif Q 1 1 CD Ln I rn Ln Ln rn o-) Ln — w zlltz cif cf) CD 1--- o 1-- (n 1 I O 1 --� 5 0f ^ a� 1 1 0 0 Qco 0f I F-- O O rr) (N) MONITORING EQUIPMENT, (N) PV SYSTEM AC RECOMBINER SOLARGUARD GATEWAY (N) PV SYSTEM UTILITY AC O _ I — Q O ,� --------- --- --------------- ----- -- DISCONNECT Zi � d- I I 1 3'-111 16,. 1 1 I (N) PV SYSTEM POINT OF `�C�FO RoFFsf 1 CONNECTION �rVS �1yGiNpE� X09 (E) MSP Q 18947PE I I I I i REGON Q DAVID I I I I I I I I BUILDING EXP 12-31-2015 1 ELECTRICAL I EXTERIOR 1 I I ROOM INTERIOR I 3 3 II I REVISIONS 1 I I I Lu i i iRFV RY DATF COMMENTS Z Ln i i i i i 1 L I i I I a JOB DETAILS AN Tigard ❑ I Movi ES (1134) TRINA SOLAR # TSM-310PD14.18 MOUNTING SYSTEM: NYFRTER 9 FRONIUS # Symo 24.0-3 480 DEscR pECKD BY: z MARU: PROECT MANAGER: 1 (N) MONITORING EQUIPMENT, DATE: PAYMENT TYPE: 1 1 SOLARGUARD GATEWAY (N) PV SYSTEM (N) PV SYSTEM UTILITY PPA i sNAME AC RECOMBINER AC DISCONNECT PV 1 PV EQUIPMENT PLAN & ELEVATION 1 JM NUMBER 1 JB-9722646-00 EQUIPMENT PLAN EQUIPMENT ELEVATION - EAST WALL SHEET: FEY: ~ 1/4"=1'-0" PV 10 00 ommon\lnStGllS erver o s I _ rawings -u o I aao - - wgI - I - H - I - G - I - F - I - E - I - D - - C - - B - I - A - - A - �oly. 3055 peorviat Way. San Mateo, CA 94402 1 8T:(650) 638-1028 1 F:(650) 635-1029 (688)—SOL—PTY (765-2489) 1 wwwmoIQCHy.0 8 CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED ' FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE _ RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 7 7 t , a_ cn D cn ' Q 1 6 `- �_ 6 Ln I Ln 0-) Ln Ln r-r-) w z4z [If V) O � c0 n ' O I 5 I � -;4- 5 � cl-- O tz -< O 00 I-- � I � O r� aL C/-) _j E O — a 0 �0 r` i= 4 4 PROFFf�/ ' �V G1NEp Oy 18947PE 9 RECON - qF<DAVID B�P� EXP 12-31-2015 1 1 3 3 REVISIONS 1 NOTE: ALL HOLES FOR CONDUIT SHALL BE PROVIDED WITH CONDUIT FITTINGS HAVING AN ENVIRONMENTAL RATING APPROVED TO MAINTAIN NEMA 3R ENCLOSURE RATING (UL508A, USE EXISTING HOLES TO RFV BY DATF COMMENTS TABLE 19.2). IN GENERAL COMPONENTS MARKED "WEATHERPROOF" OR "RAINPROOF- TERMINATE CONDUCTORS, SHALL BE INSTALLED ONLY BELOW THE LOWEST UNINSULATED LIVE PARTS WITHIN THE TORQUE PER MANUFACTURER ENCLOSURE. CONDUIT OPENINGS ABOVE THE LOWEST UNINSULATED LIVE PARTS SHALL REQUIREMENTS. USE GRADE 5 BE PROVIDED WITH CONDUIT FITTINGS MARKED "WET LOCATION" OR "RAINTIGHT". OR LARGER BOLT. _ O CONDUIT CLAMP (E) BUS 1 ® EMT CONDUIT WOOD: MIN. 2" EMBED W/ 3/8" 2-HOLE 12 GA GALV a LAG TO (E) STUD OR 4"xBLOCK STEEL STRAP TORQUE MARK BOLT WITH PAINT ' 2 HDG STRUT GROUNDING BUSHING W/ A34 EA. END T&B PEN AFTER TORQUING NUT/BOLT 2 CONTINUOUS GROUND WITH LAY—IN LUG MASONRY: USE ICC—APPROVED /B ]OB DETAILS ' STRIP INSULATION AT LUG MASONRY ANCHORS W6 FOAM BLOCK WITH LOCK NUT Tigard 6" MIN INTEGRATED STRUT STEEL USE SELF—DRILLING,SCBE G, rmuLm SELF—TAPPING SCREWS (1134) TRIVIA SOLAR # TSM-310PD14.18 ENCLOSURE UL LISTED CRIMP RATED FOR 600 e FLAT ROOF O O VOLTS CRIMPED IN 2 PLACES. USE SURFACE CONDUIT COMPRESSION FITTING 1-5/8" STRUT CHANNEL MANUFACTURER APPROVED CRIMPING 'OLI"TING Sysm 12 GA, HDG FRONT VIEW DEVICE ONLY AND APPLY SIDE VIEWEx ANTIOXIDANT COMPOUND BEFORE 9 FRONIUS # Symo 24.0-3 480 CRIMPING. omot STRUT CONDUIT CLAMP CHECKED 8T 12 GA GALVANIZED STEEL SIZED AS APPROPRIATE OPTION 1 OPTION 2 �, FaaECT MAMAGR NOTE: e 1 1 ALUMINUM CONDUCTORS SHALL NOT BE TERMINATED WITH MECHANICAL LUGS. DATE PPPA TOE, J BEET NAME 1 EQUIPMENT DETAILS ,M Mamt ' CONDUIT SUPPORT DETAIL ��1 CONDUIT GROUNDING DETAIL CONDUIT SUPPORT - WALL ALUMINUM CONDUCTOR TERMINATION DETAIL JB-9722646-00 V mam mart swaa ruT mr au ae xe NTS ��J M=man QKAMM�T oa9seE ea N75 C7 Baa mart sFvmr-Mu a NTS rnm,wrr wv ow�e9 a NTS SHEEP PV 11 00 ommonn5 a S erv6r a 6 I _ rawi I -� a _ I _aca _ _ w9I _ I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - ELECTRICAL NOTES LEGEND 0 QFUTY GENERAL NOTES 600V SHALL COMPLY WITH 110.34. GROUNDING NOTES 14. INSTALLATION SHALL COMPLY WITH ART INTERCONNECTION NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY 16. ELECTRICAL ENCLOSURES FOR SYSTEM 1. SINGLE-CONDUCTOR CABLE USED AS A 250.52, 250.53. 1. SUPPLY SIDE INTERCONNECTIONS SHALL 2-POLE CIRCUIT BREAKER WITH THE 2014 NATIONAL ELECTRIC ABOVE 600V SHALL COMPLY WITH 110.31. GROUNDED CONDUCTOR IN 15. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 705.12(A) AND ART 3055 Ctearvle• Way, Sw Mateo, CA 94402 I CODE AS AMENDED BY APPLICABLE 17. REFER TO THE CONDUCTOR FEEDER PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH ART 250.97, 250.92(B) 230 FOR THE INSTALLATION OF AN • � T:(650) 638-1028 1 F:(650) 638-1029 8 • • 3-POLE CIRCUIT BREAKER (eea)-sa-an (765-2489) I -••..aa=ty.a�a STATE AND LOCAL CODES. SCHEDULE FOR THE TYPE OF BE IDENTIFIED AT THE TIME OF ADDITIONAL SERVICE ENTRANCE 8 CONFIDENTIAL - THE INFORMATION I 2. EACH UNGROUNDED CONDUCTOR OF THE CONDUCTORS TO BE USED FOR THE INSTALLATION BY DISTINCTIVE WHITE 2. THE OVERCURRENT PROTECTION DEVICE HEREIN CONTAINED SHALL NOT BE USED I 2-POLE SWITCH MULTIWIRE BRANCH CIRCUIT WILL BE LISTED CIRCUITS. MARKING AT ALL TERMINATIONS PER ART MARKING AND SIGNAGE ON THE SUPPLY SIDE OF THE SERVICE FOR THE BENEFIT OF ANYONE EXCEPT IDENTIFIED BY PHASE AND SYSTEM PER 18. USE NON-METALLIC UV RATED TIE 200.6. 14. SEE SHEET PV16 FOR MARKING AND DISCONNECTING MEANS SHALL BE SOLARCITY INC., NOR SHALL IT BE ART 210.5. WRAPS FOR BUNDLED PV WIRE. 2. THE AC & DC GEC SHALL BE CONTINUOUS SIGNAGE PLAN. WITHIN 10 FEET OF THE 3-POLE SWITCH DISCLOSED IN WHOLE OR IN PART TO 3. BRANCH CIRCUITS SUPPLIED FROM DC 19. ALL LINE SIDE AND LOAD SIDE FROM THE INVERTER GROUND BUSBAR TO INTERCONNECTION POINT UNLESS CABLE OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION SYSTEMS MUST BE IDENTIFIED IN TERMINATIONS OF ALUMINUM AND THE MAIN ELECTRICAL SERVICE LIMITERS OR CURRENT-LIMITED CIRCUIT WITH THE SALE AND USE OF THE COMPLIANCE WITH ART. 210.5(C)(2) COPPER CONDUCTORS SHAL BE MADE GROUNDING ELECTRODE SYSTEM. THE DC BREAKERS ARE INSTALLED ON EACH `�• FUSE RESPECTIVE SOL EQUIPMENT, WITHOUT THE WRITTENTTEN PERMISSION OF WHERE_DG POSITIVE (+) IS RED/ WITH HIGH PRESS CRIMP LUGS ON GEC SHALL BE ATTACHED TO THE GROUND UNGROUNDED CONDUCTOR AT THE SOLARCITY INC. RED-STRIPED AND DC NEGATIVE (-) IS BUSSING UNLESS OTHERWISE NOTED. ELECTRODE USING AN IRREVERSIBLE POINT OF INTERCONNECTION PER ART. _T GROUNDING ELECTRODE BLACK/BLACK-STRIPED. 20. ALL TERMINATIONS OF ALUMINUM MEANS AS CALLED OUT IN ART 250.64 AND 705.31. THIS OVERCURRENT DEVICE 1 4. ALL EQUIPMENT SHALL BE LISTED BY A CONDUCTORS SHALL BE PROPERLY 690.47. MUST BE SIZED FOR THE SHORT-CIRCUIT 7 NRTL IN COMPLIANCE WITH ART 110.3. INSTALLED WITH BEST PRACTICE 3. PV INVERTER CONTAINS AN INTEGRATED CURRENT SUPPLIED FROM THE PRIMARY O kWH METER 5. DC CONDUCTORS INSIDE BUILDING PROCEDURES THAT INCLUDE BUT NOT GFDI CIRCUIT. DO NOT BOND THE SOURCE(S) OF ELECTRICITY. 7 I SHALL BE IN METALLIC RACEWAY PER LIMITED TO: USE OF TERMINATION GROUNDED DC CONDUCTOR TO GROUND 3. SUPPLY SIDE INTERCONNECTIONS I ART 690.31(E). EQUIPMENT RATED FOR ALUMINUM AT EXCEPT THROUGH THE INVERTER GFDI. SHALL BE MADE ITH CURRENT TRANSDUCER 6. ALL WIRES SHALL BE PROVIDED WITH THE CONDUCTOR TEMPERATURE, 4. ALL EXPOSED METAL PARTS (MODULE THE ECHIMMENIT MA UEACIURER!5L STRAIN RELIEF AT ALL ENTRY INTO CURRENT, AND VOLTAGE; ALLOWANCE FRAMES, RAIL, PIPE, BOXES, ETC) SHALL I TRIS SAND SHALL NOT I TRANSFORMER (DELTA-WYE) BOXES AS REQUIRED BY NRTL LISTING. FOR MOVEMENT DUE TO THERMAL BE GROUNDED USING TIN-PLATED COPPER INVALIDATE THE NRTL LISTING OF THE 7. INSTALL PARALLEL CONDUCTORS PER EXPANSION/CONTRACTION; EXPOSED LAY-IN LUGS OR GROUNDING CLIPS EQUIPMENT. - _ - ART 310.10(H). ALUMINUM SHALL BE PROPERLY COATED LISTED FOR THE PURPOSE. RAIL CLAMPS 4. RMC OR SCH 80 PVC TYPE CONDUIT 8. ALL VALUES FOR IMP AND ISC AND VMP WITH ANTI-OXIDIZATION COMPOUND; SHALL BE MADE ELECTRICALLY SHALL BE USED TO ENCLOSE U)PHOTOVOLTAIC MODULE ARE MANUFACTURER'S LISTED DATA TERMINALS ARE TORQUE AND MARKED CONTINUOUS WITH ATTACHED RAIL. CONDUCTORS BETWEEN A SUPPLY SIDE DC Q UNCORRECTED BY NEC. TO REQUIRED SETTING,S WITH 5. ZEP RACKING SYSTEMS SHALL BE BONDED INTERCONNECTION AND THE FIRST OCP - Of 9, RFFFR T(1 ri IR P FNT nnnnll IFA(-T IRFR'S CALIBRATED DEVICES. PER MANUFACTURER'S UL 2703 IN THE INVERTER OUTPUT CIRCUIT. Q I PL NNINO ANn TAICTAI I nTTnN nlnly> int 21. EXPANSION JOINTS SHALL BE PROVIDED INSTRUCTIONS. 5. PV CONDUCTORS USED FOR SUPPLY SIDE ® NEUTRAL BAR CD 6 FOR TORQUE SPECS FOR ALL BOLTS AND FOR ANY STRAIGHT RUN OF CONDUIT 6. MIN #10 BARE COPPER EGC AT SOURCE CONNECTION SHALL BE INSTALLED IN A ~ 6 ' TERMINAL CONNECTIONS. WHERE EXPANSION EXCEEDS 1/4-INCH CIRCUITS SHALL BE ROUTED SECURELY TO SEPARATE RACEWAY FROM ANY LOAD ® GROUND BAR I ' 10. DC STRING CIRCUITS SHALL BE RUN IN FOR A 10OF CHANGE IN TEMPERATURE. MOUNTING HARDWARE IN A MANNER SIDE CONDUCTORS WITHIN THE MAIN L OUTDOOR ROOFTOP AMBIENT 22. ARC FLASH AND FAULT CURRENT THAT PROTECTS FROM PHYSICAL HARM. SWITCHBOARD PER NEC 230.7. THESE to CONDITIONS. LABELING SHALL BE PROVIDED PER NEC. #6 BARE COPPER EGC FOR AREAS SUBJECT CONDUCTORS CANNOT BE RUN IN THE (N) DC COMBINER BOX � Ln 11. DC BRANCH CIRCUITS RUN IN OUTDOOR 23. SET-SCREW COUPLINGS SHALL NOT BE TO PHYSICAL DAMAGE. SAME RACEWAY AS LOAD SIDE x xx ROOFTOP AMBIENT CONDITIONS SHALL USEDWITH EMT CONDUIT. 7. MODULE FRAMES SHALL BE GROUNDED AT CONDUCTORS. zitz L BE INSTALLED > 3.5 INCHES ABOVE THE LISTED LOCATION PROVIDED BY THE • 0 0 0 0 TERMINAL BLOCK w � I- ROOF SURFACE UON. MANUFACTURER OR USING LISTED Cl!� (/-) CD 12. ALL PV CIRCUITS LOCATED ON OR IN THIRD-PARTY HARDWARE ONLY IF _ BUILDINGS THAT EXTEND MORE THAN 5 SPECIFICALLY REFERRED TO IN (/) l__6s,000AFc AVAILABLE FAULT CURRENT � FEET INSIDE A BUILDING OR MORE THAN MANUFACTURE'S INSTRUCTIONS PER UL C/) O ' 5 10 FEET FROM A PV ARRAY, SHALL BE 1703. Jr LIMITED TO 30 VOLTS AND 240 8. BOTH ENDS OF ALL METALLIC CONDUIT IN-AXX CIRCUIT TAG ^ lY ' VOLT-AMPS WITHIN 10 SECONDS OF CONTAINING GROUNDING ELECTRODE O IY ¢ 0 ' RAPID SHUT-DOWN INITIATION PER CONDUCTORS SHALL BE BONDED PER ART X'C. XXX XXXFT CONDUIT TAG " CD 690.12. 250.64(E). O r� 13. PV SYSTEM SHALL CONTAIN OR 9. GROUNDING ELECTRODE CONDUCTOR TOINVERTER PANEL BOARD Q � N INTERACT WITH DEVICES CAPABLE OF BE BONDED TO (E) GROUNDING :2iiO I DETECTING AND INTERRUPTING ARCING ELECTRODE PER ART 250.68. NUMBERING SYSTEM Q � 0 FAULTS WITHIN THE SYSTEM. SUCH 10. DC GROUNDING ELECTRODE CONDUCTOR (� F r DEVICES THAT DISCONNECT OR DISABLE SIZED PER ART 690.47(C). AC GROUNDING LOAD CENTER THE ARCING SOURCE MUST HAVE AN ELECTRODE CONDUCTOR PER 250.66. LC-1 NUMBER ANNUNCIATOR WITH VISIBLE 11. MAIN BONDING JUMPERS AND GROUNDED BOX TYPE .X_. X I INDICATION AND MUST BE MANUALLY CONDUCTORS (NEUTRALS) SHALL BE PNL=PANELBOARD z X 4 RESTARTED PER 690.11. SIZED PER 250.102 UNLESS OTHERWISE INVERTERS PER PNL LOADCENTER 4 14. BURIED CONDUCTORS SHALL BE BURIED ALLOWED TO BE SIZED PER 705.95. 1 RATING I TO THE MINIMUM DEPTH SPECIFIED IN 12. INCREASES IN DC EQUIPMENT INVERTER PROF ART. 300.5 FOR CIRCUITS 1000V AND GROUNDING CONDUCTOR SIZE TO UNDER AND ART. 300.50 FOR CIRCUITS ADDRESS VOLTAGE CONSIDERATIONS NUMBERING SYSTEM cVS IV r^,INE F� 9 ABOVE 1000V. SHALL NOT BE REQUIRED PER ART 18947PE 15. SPACES ABOUT ELECTRICAL EQUIPMENT 690.45(A). INV INVERTER kW 600V AND UNDER SHALL COMPLY WITH 13. INCREASES IN AC EQUIPMENT GROUNDING RATING REGON110.26 AND SPACES ABOUT ELECTRICAL CONDUCTOR SIZE TO ADDRESS VOLTAGE LOAD CENTERENCLOSURES ABOUT EQUIPMENT ABOVE CONSIDERATIONS SHALL BE REQUIRED X NUMBERi18.PER 250.122(B). DpVID EXP 12-31-2015 3 COMBINER BOX 3 REVISIONS I NUMBERING SYSTEM RFV 13Y DATE COMMENTS INVERTER COMBINER BOX LETTER TYPE MODULE SPECIFICATIONS AND MAXIMUM SYSTEM VOLTAGE CALCULATION C=COMBINER - MAX STRINGS Photovofiaic Module Electrical Specifications: Madel: Trina TSM-310PD14.18 PER BOX COMBINER Voc= 45.5 V at STC I STRINGS USED NUMBER I Vmp= 37 V at STC PER BOX 2 Isc= 8.85 AatSTC Temperature Data SWITCHBOARD2 Imp= 8.38 A at STC ASHRAE Mean Low Temp -5 deg C ]OB DETAILS Tvoc-- -0.1456 V/deg C ASHRAE 2%Dry Bulb Temp 37 deg C NUMBERING SYSTEM Tigord Mmurc Tisc= 4.425 mA/deg C SWB (1134) TRINA SOLAR # TSM-310PD14.18 TvmP= i -0.1517 V/d XXX SWITCHBOARD ' e9 C Sample Calculation#1:Maximum System DC Voltage per art 690.7 RATING s mm Vmax= #of series connected modules x(Voc at STC-(25 deg C-Low Temp)x Tvoc V/deg C) 9 FRONIUS Symo 24.0-3 480 =18X(45.5V-(25--5)deg C x-0.1456 V/deg C) 9t9ot =896V Cwo®er: MANU'. PRUCT MANAGM I e I OATS PAIYMT T71'F 1PPA SHM NNE ELECTRICAL SYMBOLS & NOTES xe MAHR JB-9722646-00 MET: REV. PV 12 00 omm- nsas ewer os _ raWI -° a _ I _aaa _ W9I - I - H - I - G - I - F - I - E - I - D - I _ C _ I - B - I - A - - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - 0 EQUIPMENT NOTES KEYED NOTES AC CIRCUIT SCHEDULE 1. PV MODULE 1. (E) MAIN SWITCHGEAR AND (N) POINT OF #Phase AC INTERCONNECTION. ALL CONNECTIONS Circuit# Icont per Vmp Temp Derate Conduit Fill Conductor #of Conductors Phase Conductor Neutral EGC Size GEC Min. Circuit Max. Circuit %V Drop Wire Insul. Min EMT Min PVC Min RMC conductor Derate Metal Conduits Size Conductor Size Length Length Size(in) Size (in) Size(in) MADE INSIDE (E) SWITCHGEAR AT OTHER 3055 Clearvier Way. Son Mateo, CA 94402 1 UTILITY SERVICE: Per Conduit IT:(650) 638-1028 I F:(650) 638-1029 8 UNKNOWN 30,4W IN-01 33.7 480.0 0.76 0.8 Cu 1 3 AWG 02 AWG 10 AWG 10 100 300 0.68% THWN2 1 114 11/4 11/4 2. DC CONNECTION UNIT W/ NTEGRAL THAN CIRCUIT BREAKERS OR FUSED (888)-SOL-CITY (765-2469) 1 ....eaaraty.a O p 1000VDC, LOAD BREAK DISCONNECT, SWITCHES LISTED FOR USE WITH THAT CONFIDENTIAL - THE INFORMATION LC-01 134.8 480.0 0.76 0.8 AI 1 3 400KCMIL AWG 04 AWG 04 50 200 0.53% THWN2 3 3 3 1000VDC, 15A MIDGET FUSES, TYP. SWITCHGEAR SHALL BE PERFORMED HEREIN CONTAINED SHALL NOT BE USED ' LC-02 168.5 480 0.76 0.8 Al 1 3 400KCMIL AWG 02 AWG 02 50 200 0.67% THWN2 3 3 3 FOLLOWING MANUFACTURERS FOR THE BENEFIT OF ANYONE EXCEPT AC-01 151.7 480.0 0.91 0.7 Cu 1 6 AWG 410 AWG 03 AWG 03 MAWG 410 50 150 0.51% THWN2 3 3 3 INSTRUCTIONS OR BE RE-LISTED BY A DISCLOSOLARSED INC., NOR SHALL IT T DISCLOSED IN WHOLE OR IN PART TO AC-02 151.65 460 0.91 0.7 Cu 1 6 AWG 410 AWG 03 AWG 03 15 30 0.10% THWN2 3 3. INVERTER-01: FRONIUS SYMO 24.0-3 (480) NRTL. ALL TERMINATIONS OF ALUMINUM OTHERS OUTSIDE THE RECIPIENTS CONDUCTORS SHALL BE WITH HIGH PRESS ORGANIZATION, EXCEPT IN CONNECTION CRIMP LUGS ONLY. WARNING LABEL NTH THE SALE AND USE OF THE - RESPECTIVE SOLARCITY EQUIPMENT, 4. (N) AC LOAD CENTER LC-01 DETAIL 1/WARNING LABELS SHEET WITHOUT THE WRITTEN PERMISSION OF O SQUARE D 2. (E) UTILITY LOAD METER. SOLARCITY INC. E UTILITY UJU TRANSFORMER 2000kVA. 480v.3Q ( ) PV SYSTEM UTILITY AC DISCONNECT rrn 600V, 175A, 3 POLE, 480/277V, NEMA 3R, 3. N 1 32kAIC "ACDS-1". WARNING LABEL DETAIL ' 2/WARNING LABELS SHEET ' 7 SQUARE D ES. ARC FAULT CURRENT 5. (N) AC LOAD CENTER LC-02 4. NOT USED. 7 2 M 3000A, 3 PHASE, 4W UTILITY METER OBTAINED FROM SQUARE D 5. NOT USED. , ' 480VAC, 85KAICHENDERSON ENGINEERS 600V, 225A, 3 POLE, 480/277V, NEMA 1R, 6. (N) AC SWITCHGEAR FOR COMBINING 28,898AFC AS-BUILTS ON 4/01/2013 32kAIC INVERTER OUTPUT. WARNING LABEL .- --, DETAIL 1/WARNING LABELS SHEET O (N) LCC DETAIL (N) GRID-INTERACTIVE PV INVERTER 6. (N) DISTRIBUTION PANELBOARD "PNL" LISTED TO UL 1741 WITH GROUND FAULT _ SQUARE D DETECTION & INTERRUPTION. WARNING IZ E MAIN CB 600V, 400A, 3 POLE, 480/277V, NEMA 1R, LABEL DETAIL 8/WARNING LABELS SHEET ( 3000A 32kAIC 8. NOT USED. 11 SEE MATCHLINE 480VAC PG-CT" ON 100kAIC 9. (E) BACKUP GENERATOR CIRCUIT BREAKER MONITORING LINE ONLY (NO GENERATOR ATTACHED). CC DIAGRAM SHEET 9 E 1600A 7. N ACDS-1 PV SYSTEM UTILITY AC Q ' ( ) WARNING LABEL DETAIL 10/WARNING ( GEN CB DISCONNECT SWITCH LABELS SHEET W �- 0 6 6 SUB C ( � SUB CB ( SQUARE D # H366R 10. FOR SUPPLY SIDE CONNECTIONS, A t t 600V, 600A, 3 POLE, FUSIBLE, PLAQUE SHALL BE INSTALLED AT THE MAIN 1 ~ 1 NEMA 3R, LOCKABLE SERVICE DISCONNECTING DEVICE AND Ln I THE PV SYSTEM UTILITY AC DISCONNECT aC-o2 8. (E) MAIN SES INDICATING THE LOCATION OF THE Ln r� SQUARE D #31374546-001 RESPECTIVE SERVICE DISCONNECT. _ 3000A, 480/277V, 3 PHASE, NEMA 3R, WARNING LABEL DETAIL 12/WARNING Z*z Ln 85kAICLABELS SHEET � cf 11. CONDUCTORS RUN IN PARALLEL SHALL BE O _ 3 7 INSTALLED PER ART 310.4/310.10(H) AND O 1— 250.122 (F) (� =D 12. NOT USED. I 5 zs,s33AFc 13. (N) SOLID CORE CURRENT I 5 r 350A TRANSFORMERS: Q SEE MATCHLINE 'SG-CT' 3 - HI BEL (D 0 ' A/PV14 • - WHITFACES TOWARDSOURCE E WIRES I TERMINALS IN 3: OSG METER cf) r� LEGEND - BLACK WIRES TO I12,I22, I32 TERMINALS IN Q N SG METER � E 0 rn - AC-01 C CURRENT TRANSFORMER 14. (N) SPLIT CORE CURRENT TRANSFORMERS: Q O O' 6 (DOT INDICATES DIRECTION) - H1 LABEL FACES TOWARD SOURCE ~ -4- - BLACK z3,s88AFc 175A( �( 225A( O METER PG ME ER WIRES TO I11,I2r, I31 TERMINALS IN (+ CIRCUIT BREAKER - WHITE WIRES TO I12,I22, I32 TERMINALS IN , t PG METER 4 SWITCH 15. NOT USED. 4 , t 16. NOT USED. , SEE SG-PWR HON EA/PV14 FUSE 17 BRANCH COMBINER. ll FUSED DC �VS � G ke,F, 18. NOT USED. Q 18947PE 9 ❑❑ PV MODULE 19. NOT USED. ❑❑ 20. (N) PV MODULE LISTED TO UL 1703. REGON - LC-01 LC-02 21. ALL CIRCUITS ARE ADEQUATELY SIZED INVERTER FOR TEMPERATURE AND CONDUIT FILL DERATE SO THAT ANY (2) OR (3) CIRCUITS DA ID 45 CONDUIT PROVIDED DC COMBINER TOGETHER CONDUIT IS t EXP 12-31-2015 CIRCUITS ASSIGNED: CIRCUITS ASSIGNED: BATTERY STORAGE+ UP-SIZED TO ACCOMMODATE. THE EGC 3 z1,33sAFc zI,335AFc _ SHALL BE SIZED FOR THE LARGEST SINGLE 3 6 (4) INV-01 6 (5) INV-01 OVERCURRENT DEVICE PROTECTING REVISIONS 1 45A ( 45A ( 4.�A ( 4( G GENERATOR CONDUCTORS IN THE RACEWAY PER ART RFV Ry 250.122(C). rYYI TRANSFORMER PV MODULES IN STR-01 SERIES 00 IN-01 IN-01 IN-01 IN-01 6 ❑❑ O❑ ••• ❑❑ ❑❑ , 2 (6) PV STRINGS PER INVERTER 2 7 3 7 3 7 3 7 3 ft °❑°❑ °❑°❑ ... J-I °❑°❑ TigardJOB DETAILS- TI 999IAE4 (1134) TRINA SOLAR k TSM-310PD14.18 22 2 2 � STRING CONFIGURATION „ 9a NTNG sn6tc MOTM - 9 FRONIUS S o 24.0-3 480 arsac STR-01 STR-01 STR-Ol STR-Ot DC CIRCUIT CALCULATIONS 0E0aD BY: #mods per Vmp at Temp Conduit Fill Max. 1 way o Mau. PFAW MANNER EJE3❑❑ 1 0°❑ 1 ❑❑ 1 ❑❑ 1 Circuit# Module #strings Imp Isc Voc /oVdrop III 4 string STC Derate Derate length(ft) , _ _ _ _ MATE PAi'IElfr Tiff: STR-01 Trina TSM-310PD14.18 18 1 8.38 8.85 819.0 666 0.76 0.8 100 0.49% • PPA 1 A A A A DC CIRCUIT SCHEDULE SHEET""'DI LINE DIAGRAM #of #CC Conductor EGC SiMax. 1 way Min EMT Min PVC Min RMC JOBMrIE t Circuit# Conductor Metal Conduits Conductors Size Size length (ft) Wire Insul. Size(in) Size (in) Size (in) JB-9722646-00 PV ONE-LINE DIAGRAM STR-01 Cu 1 2 AWG 12 AWG 10 100.0 PVWire NTS PV 13 00 lu ommon K c s erver a 6 I _ rawing9 -° a _ I -ace _ _ W9I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - SHEET NOTES COMMUNICATIONS LEGEND QEQUIPMENT NOTES �(' A. ALL COMMUNICATION WIRING SHALL BE KEYED NOTES 1. INVERTER-01: iksu �Ol • ROUTED IN SEPARATE CONDUITS FROM 1. (N) INVERTER MASTER SOLARCITY CELLULAR FRONIUS MODEL: #SYMO 24.0-3 480 INVERTER POWER WIRING. CONTROLLER/GATEWAY GATEWAY 24000W, 24kW, 480VAC, 1000VDC, 30, 4W 3055 Clearvlew way. San Mateo, CA 94402 1 B. HIGH SPEED ETHERNET HAVE A CABLE7:(650) 636-1026 I ) (650) 636-1029 2. (N) COMMUNICATION wm)(m) (666)-sa-an (�65-zsea) I www.solarcity.cam 8 ROUTER/SWITCH LIMITATION OF 100 METERS FOR DATA 2. NOT USED. 3. NOT USED. COMMUNICATION LINE HEREIN CONTAINED SHALL NOT BE USED TRANSMISSION. NETWORK CONFIDENTIAL - THE INFORMATION BOOSTERS/EXTENDERS ARE REQUIRED -CATSE - CAT 5e/6 ETHERNET 3. NOT USED. 1 Q 4. NOT USED. ( ) FOR THE BENEFIT OF ANYONE EXCEPT TO EXTEND DATA TRANSMITTAL BEYOND 5. NOT USED. DISCLOSED INC., NOR SHALL ITBE DISCLOSED T TO 1•c. r sFr 100 METERS. 6. (N) PV INVERTER. WARNING LABEL COMMUNICATION DEVICE 4. NOT USED. OTHERS OUTSIDE E RECIPIENTS Pc. EMT 5o FT ,c. EMT soFr I.G. EMT so Fr 100•C. EMT 5o FT C. FOR LONG COMMUNICATION RUNS, DETAIL 8 & 9/PVX. ORGANIZATION, EXCEPT IN CONNECTION 5 TRANSITION TO FIBER OPTICS FOR 7, (N) MONITORING EQUIPMENT, NUMBERING SYSTEM 5. SOLARCITY WIRELESS GATEWAY WITH THE SALE AND USE OF THE - OPTIMAL DATA TRANSMITTAL WITH DIGI #70001697, CONNECTPORT X4 H, VERIZON RESPECTIVE SOLARCITY EQUIPMENT, 1"c. EMT 10OFT 1•C. T 5oFT ,•c. EM soFr ,•c. EMT 5oFT 1•C. EM 100FT SOLARGUARD GATEWAY. SWITCHAOGGER 3G 4G LTE CELLULAR GATEWAY, ZIGBEE, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY WIRELESS LIMITED LOSSES. NUMBER SOLARCITY INC. 8. (N) MONITORING EQUIPMENT, GATEWAY WIRELESS _ _ _ _ D. LAST INVERTER IN THE MODBUS SOLARGUARD PV PRODUCTION kWh I MODBUS TCP SUPPORTED #�o00, WA, (DIGS wa< wa< � w� oR � COMMUNICATION LOOP NEEDS TO METER. 3 1 CELLULAR) INV INV INV INV INV INV INV INV INV ACTIVATE OR CONNECT A TERMINATION 9, (N) MONITORING EQUIPMENT, BOX TYPE 6. CAT5E ETHERNET (STP) , 6 1 3 b 1 Y 6 1 3 6 t 3 ` 6 t 3 6 1 3 6 1 3 6 1 3 6 1 3 RESISTOR (TYP. 120 OHMS) POWERGUIDE LOAD kWh METER. SW=COMM. SWITCH LOGGERS/INVERTERS SHIELDED TWISTED PAIR SOLID NETWORK CABLE 7 8 C N B N c D N E N F N G N H N I N PER SNATCH/LOGGER MIN. 10OMHZ, RJ45, 24AWG STRANDED STP 7 )� 10. LAST INVERTER IN THE MODBUS LGR=DATA LOGGER WITH DRAIN WIRE I LGR-1 LGR-1 LGR-1 LGR-1 LGR-1 LGR-1 LGR-1 LGR-1 LGR-1 MP1 (CANOPY) NETWORK BUS. ACTIVATE THE 6 6 6 6 6 6 6 6 6 MODBUS TERMINATION SWITCH ON 7. NOT USED. 1 1 1 1 1 1 1 1 1 THE INVERTER (OR ADD A 120 OHM INVERTER (COMMUNICATION) RESISTOR) 8. FRONIUS DATA LOGGER 11. INVERTER MANUFACTURER DATA NUMBERING SYSTEM DATMANAGER 2.0 (DM2) NETWORK CARD - LOGGER/MONITOR. C1__ BOX TYPE FRON(REQ(IUS SYMOIRES DINVERTER NC POWER ETWORK PORT) [ATAINED FROM E INV INVERTER kW (/� X RATING FRONIUS DATA LOGGER IS REQUIRED AT THE � INV=INVERTER x C:) V) SNATCH/EXTENDER FIRST INVERTER OF THE NODE NETWORK 1 INVERTERNUMBER MP sw-x NUMBER STRING. ONE DATA LOGGER FOR UP TO 100 Q 6 INVERTERS. G INVERTER LETTER ~ 6 9. NOT USED. I ' Ln I r� rn In In rn Ln - 11._I zttz 0 Q _ I-_ 0 1-- =D C/') 0 , I 5 Cif ^ � 5 0 00 f- o I�, Q 0 CV O 0 0-) - - 1 1 4 4 FIR 1 V �GINg�, /Oy SEE MATCHUNE SEE MATCHLINE O MONITORING �a947PEQ 9 "SG-PwR" PV13 "SG-CT' PV13 KEYED NOTES REGON SEE MATCHLINE II U CT LEADS 1. (N) SOLARCITY MONITORING - "PG-CT" PV13 (6)112 EQUIPMENT DISCONNECT; 600 VAC, �9p, 1/2' C. 'S' '-Ti 18, s II II 30A, 15A CLASS R FUSES '9F� II II 2. (N) SOLARCITY SOLARGUARD PV DAVIDIT 1 �i ii ,I I II PRODUCTION kWH METER - REVENUE EXP 1 -31-2015 GRADE, CSI PBI COMPLIANT, UL ' II I I LISTED.N 3 nn 3 11 : II B 3. (N) SOLARCITY POWERGUIDE 1 II II ( ) CT LEADSII - L REVISIONS 1 j1 II II (6) #12 BUILDING DEMAND LOAD kWH 1/2" C. N METER - REVENUE GRADE, CSI PBI -REYL DATE COMMENTS 0 0 0000 oa0000 o o o o Hk I I M 4)) :"c- _. y y A J COMPLIANT, UL LISTED. ♦ os 3 2 waoeus eooans a -- wa a II II 11 4. (N) SOLARCITY CELLULAR GATEWAY; P. 0 PW..e awl z we-4ee a �' m o TO INVERTER U II , 24(Aa/0C) 11 SG METER A LOCATED WITHIN 80 OF SG AND PG ax.�;. CNV1 COMM1TNOTE: O (E) METERS. ELKOR K IF POWERGUIDE CT'S ARE _ _ (N) (4)#12 �n-�.: IM ...ea•,. unuTD 5. (N) GATEWAY POWER V+ V- -'~ METERS - - SERVICE DOWNSTREAM FROM INVERTER =- -_ __ 4) PSI INTERCONNECTION POINT, M #12 G G L1 L21N watts n METER 1/2" C. TRANSFORMER, 480V PRI, TON40V SEC, //�� REGISTER POWERGUIDE IN B POWERGUIDE METER 3 0.05kVA, SINGLE PHASE, EATON #S20N11S81N OR EQUAL. SEE 1 1 Universal Power Tranaaacer TO PG TO (E) CONSUMPTION MODE. DETAIL E/- FOR WIRING DIAGRAM. 2 ."fie. METER LOADS LOCATION: CONSUMPTION JOB DETAILS 2 V1 V2 V3 N 111 112 121 122 131 132 CT Manufacturer X1 Color 80' MAX. DISTANCE FROM AU Tigard ' Flex-core Black TO (E) METERS TO GATEWAY TO INVERTER 4 (1134) TRINA SOLAR # TSM-310PD14.18 Elkor White UTILITY -` SERVICE NOTE: y F1,F2,F3 IF POWERGUIDE CT'S ARE 101'""n'Oh DISCLOSED WIRELESSTB1 METER UPSTREAM FROM INVERTER 'moi - ^ GATEWAY 9 FRONIUS OEM S o 24.0-3 480 SHORTING BLOCK INTERCONNECTION POINT, oE9ac TO PG REGISTER POWERGUIDE IN 11 11 METER UTILITY MODE. OEM Br. qnT, TO (E) LOCATION: ( 15A/120VAC CIRCUIT X1 A LOADS UTILITY \� )� BREAKER "ems'' ePYOEn'unAA,t i 1 H7 B )� SATE PAYIFMT TYPE 1 SOURCE H, %1 C LOADPPA 1 �Iwe ' H1 COMMUNICATIONS AND MONITORING N 1 JB-9722646-00 SOLARGUARD/POWERGUIDE METER DIAGRAM POWERGUIDE REGISTRATION OPTIONSPV SYSTEM MONITORING DIAGRAM E eewm su wwo mx .K M NTS B snow emswan w NTS A NTS slaaw 11o.lmc sm11 sm.I SM: REV: PV 14 00 ommon nS a S erveY a S I _ rawingS Au a - -aca - - w9I - I - H - - G - - F - I - E - I - D - I - C - I - B - I - A - - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - 3" DC PHOTOVOLTAIC Vdaruty. DISCONNECT #LB-050002-10X I 3055 CIewvIew Way, San Mateo, CA 94402 1 s T:(850) 838-1028 I (650) 29 INVERTER A MAXIMUM POWER (B8)-SOL-CITY (765-2489) I www.Warcit y. m O POINT CURRENT (Imp) A CONFIDENTIAL - THE INFORMATION (�� NO ED NO ED NOTE: HEREIN CONTAINED SHALL NOT BE USED MAXIMUM POWER FOR THE BENEFIT OF ANYONE EXCEPT 1. INVERTER IDENTIFICATION LABEL V SOLARCITY INC., NOR SHALL IT BE 2. BLACK BACKGROUND POINT VOLTAGE (Vmp) DISCLOSED IN WHOLE OR IN PART TO 3. WHITE LETTERING #LB-030042-10X OTHERS OUTSIDE THE RECIPIENTS 4. TEXT HEIGHT: 3/16" MIN. MAXIMUM SYSTEM V WITHORGTHE SAL EXCEPT E CONNECTION VOLTAGE (Voc) WITH THE SALE AND USE OF THE - RESPECTIVE SOLARCITY EQUIPMENT, SED N SED INVERTER ID SHORT-CIRCUIT WITHOUT THE WRITTEN PERMISSION OF 20 14 9 CURRENT (Isc) A SOLARCITY INC. 901.901 WARNING LABEL DETAILS RK NTS 901.901 WARNING LABEL DETAILS RK NTS 901.901 WARNING LABEL DETAILS RK Scale NTS ' WARNING ' 7 3" ELECTRIC SHOCK HAZARD 7 DO NOT TOUCH TERMINALS #LB-030005-10X TERMIALS ON BOTH LINE WARNING LOAD SLIDES MAY BE ENERGIAND ED ELECTRIC SHOCK HAZARD IN THE OPEN POSITION NOTE: IF A GROUND FAULT IS INDICATED #LB-030004-10X NO ED NO ED 1. MARKING PER ART 690.5(C) NORMALLY GROUNDED NOTE: 0_ - 2. RED BACKGROUND CONDUCTORS MAY BE 1. MARKING PER ART 690.17, 690.53 3. WHITE LETTERINGUNGROUNDED AND ENERGIZED 2. RED BACKGROUND c 4. TEXT HEIGHT: 1/8" MIN. 3. WHITE LETTERING 4. TEXT HEIGHT: 1/8" MIN. n INVERTER GROUND-FAULT WARNING DC DISCONNECT CD I N SED N SED � Q 0 6 1 J 901.901 WARNING LABEL DETAILS RK �5 1 901 901 WARNING ABEL DETAILS RK NTS v 901.901 WARNING ABEL DETAILS RK Scale NTS 901.901 WARNING ABEL DETAILS S RK Scale NTS ~ It 3" Ln I NOTE: r� 1. MARKING PER ART 690.64(B)/705.12 Ln Ln 2. RED BACKGROUND 3" AC PHOTOVOLTAIC DISCONNECT #LB-050006-10X 3. WHITE LETTERING - e. 4. TEXT HEIGHT: 1/8" MIN. w WARNING MAXIMUM AC A o OPERATING CURRENT 0 o ? NO ED INVERTER OUTPUT #LB-040007-10X Cn C � 2" SERVICE DISCONNECT 1 OF 2 CONNECTION #LB-030039-10X MAXIMUM AC I O ' 5 2ND DISCONNECT LOCATED... DO NOT RELOCATE THIS OPERATING VOLTAGE V ^ I : 5 OVERCURRENT DEVICE Q CD C)f I � O C:) O a0 (8 SED e' �' 7 INVERTER AC CIRCUIT BREAKER WARNING o- � U 901.901 WARNING LABEL DETAILS RK N Scale NTS ELECTRIC SHOCK HAZARD � 1�/ 901.901 WARNING LABEL DETAILS RK Q - NTS � � CD - DO NOT TOUCH TERMINALS #LB-030005-1OX E CD rn SERVICE DISCONNECT 2 OF 2 TERMINALS ON BOTH LINE AND 2' 1ST DISCONNECT LOCATED... 3 LOAD SIDES MAY BE ENERGIZED 4/4 IN THE OPEN POSITION I I NOTICE PV SYSTEM DISCONNECT #LB-050013-1OX 4 FOR UTILITY OPERATION 4 NOTE: DEDICATED PHOTOVOLTAIC SYSTEM �p PROF ' 1. SERVICE DISCONNECT PLACARDS PER ART 230.2(E) F� Fif' NO ED NOTE: COMBINER PANEL. NOTE: GINE 2. BLACK BACKGROUND 1. BLACK BACKGROUND 1. MARKING PER ART 690.14(C)(2), 690.17, 690.54 cV �� F9 9 3. WHITE LETTERING 2. WHITE LETTERING DO NOT ADD LOADS TO THIS PANEL 2. RED BACKGROUND Q 18947PE 4. TEXT HEIGHT: 3/16" 3. TEXT HEIGHT: 3/16" MIN. 3. WHITE LETTERING 4. TEXT HEIGHT: 1/8" MIN. q� REGON Q - N SED 1 SERVICE DISCONNECT PLACARDS AC COMBINER PANEL PV SYSTEM UTILITY AC DISCONNECT 1 901.901 WARNING LABEL DETAILS RK NTS 12 901.901 WARNING LABEL DETAILS RK Scale NTS 901.901 WARNING LABEL DETAILS RK Scale NTS 2 901.901 WARNING LABEL DETAILS RK Scale NTS DAVID 6�P� EXP 12-31-2015 I I 31 if 3 3 3 I REVISIONS I CAUTION PHOTOVOLTAIC POWER SOURCE #LB-020003-1OX Y DATE COMMENTS POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE #LB-030012-10X MAXIMUM ACA NO ED NO ED FOLLOWING SOURCES WITH OPERATING CURRENT = NOTE: - DISCONNECT LOCATED AS #LB-040007-10X 1. RED BACKGROUND SHOWN ON SITE PLACARD 2. WHITE LETTERING MAXIMUM AC V 3. TEXT HEIGHT: 1/8" MIN. OPERATING VOLTAGE I I N SED MAIN SERVICE WITH REMOTE PV SYSTEM DISCONNECT WARNING 2 N SED � �) 2 16 901.901 WARNING LABEL DETAILS RK NTS 11 901.901 WARNING LABEL DETAILS RK NTS \ - / 901.901 WARNING LABEL DETAILS RK Scale NTS JOB DETAILS ELECTRIC SHOCK HAZARD Tigard ' DO NOT TOUCH TERMINALS #LB-030005-1OX (1 34) TRINA SOLAR # TSM-310PD14.18 It 3" TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED WON=SYSM IN THE OPEN POSITION e WARNING (9>ER - 9) FRONIUS # Syrno 24.0-3 480 BE9Ok + TURN OFF SOLAR INVERTER MAIN af°®er. DISCONNECT BEFORE ' MAIM. PROECT MANAMt NO ED INTERCONNECTING BACKUP N ED NOTE: . 4 NOTE: GENERATOR. 1. MARKING PER ART 230.2(E), 690.17, 690.54 DACE PAIIEMTTML, 1 1. RED BACKGROUND 2. RED BACKGROUND 4 PPA 1 BEET RAIL 2. WHITE LETTERING 3. WHITE LETTERING WARNING LABELS ' 3. TEXT HEIGHT: 1/8" MIN. 4. TEXT HEIGHT: 1/8" MIN. ,q8 NI ' JB-9722646-00 N SED 1 BACKUP GENERATOR BREAKER SED POINT OF INTERCONNECTION 15 901.901 WARNING LABEL DETAILS RK NTS 10 901.901 WARNING ABELDETAILS RK Scale NTS 901.901 WARNING ABELDETAILS RK NTS 1 901.901 WARNING ABELDETAILS RK Scale NTS PV 15 00 ommonK ° 5 ewer os _ roWlI -D ° _ -°°° - - W9I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - LEGEND 9) 87� 6� 5� 4� 3� 2� "1� ° (N) PHOTOVOLTAIC MODULE W/ ZEP ZS PEAK SUPPORT & BALLAST 3055 Claaryl" Way, Sm Moto. CA 94402 0-1 I I I I (E) GIRDER I T:(650) 638-1028 1 F:(650) 638-1029 INV (N) ZEP POSITIVE I i i I I I I PA (11W)-SOL-CITY 76s-z+e9 ....eaaracy.aa,� CONFID NTIAL - THE INFORMATION 1 ATTACHMENT HEREIN ECONTAINED SHALL NOT BE USED ' (E) JOIST FOR THE BENEFIT OF ANYONE EXCEPT E c� ® (E) SKYLIGHT SOLARCITY INC., NOR SHALL IT BE LC-2 (E) DECKING DISCLOSED IN WHOLE OR IN PART TO - - (E) HVAC UNIT OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION I T ° (E) VENT PIPE WITH THE SALE AND USE OF THE — ---__—_--,----------------__—_-- —__—_--' _--- -- ------__--- RESPECTIVE SOLARCITY EQUIPMENT, — — ---- -- — ---- ---- --- --- ----- — — ---------- — — -------- ----- — — — — — -- — ----------- WRITTEN PERMISSION OF WITHOUT THE WR I I � ® (E) ROOF ACCESS HATCH SOLARCITY INC. I I ; -- ----- -- — a -----------------� ---- -- — I--- ---I---- ------ (E) EXHAUST FAN I o------ ----- --- ---- -- ;----- ---------- 1=-------- --- ------- I----------------------I --- ---- -- - - ---Q- ------- ---------- 713 7 ------------ -------- -- ------- - - - - - ----- ------------- -------------------;- - - - -� --- -- --- -- ;---------� -- --- - - - - -------'------- ------------- ROOF STRUCTURAL PLAN NOTES: ---------- --�--- �- - - I ---------- ---I- - �- I I-- - - I-------I------- ------------- THE DESIGN FOR THE ADDITION OF ILI- - --- - -- SOLAR PANELS ON THE ROOFTOP IS --- — ---------------------- ---------------- -- -__— _ BASED ON THE FOLLOWING � -- - -------- I - - - ---- I - -- -- -- I — — --- I-------I------- -------- -- - ASSUMPTIONS, WHICH SHOULD BE =D cn ' ---- ----- ----®;--- -- -- --------- — ------- —; -- -- - - ----- ;-- -- --- -- -- -- ----- ------- — -- —'---- — — ---- -�-- ' ----- ------ -- - I --------- - - ------- ------ --- - —� ----- --- - ---------- — --- - --- — — — — —' - -- ------------- CONTRACTOR AND OWNER BEFORE 1N Y INSTALLATION IS COMMENCED: �C --- -- - } -- - -- - i - — ; D N 1. NO STRUCTURAL MODIFICATIONS INV ------- — - -- -------- — —I— — - — — —I --- --- -----I-- ------ —� — - — — — — LC-1 HAVE BEEN MADE TO THE ORIGINAL ' - ----------------- _ _ _ _ _ _ _ _ _ _ _ -- — ;— — ---- — — — — — — — — — BUILDING, WITHOUT BEING (n I 1 � i I I SPECIFICALLY IDENTIFIED ON THESE D - — — -- --- -------- ;------ -- --- — -- - - ------ —=-- ---;------ -- - ----------- o� Ln — — -- PLANS IF AT ANY TIME THE EXIST NG Ln LC-2 --� -- ---31 -------- --------- _R----------� --I------ ------�I-- ---- - ------ —� --- ---;---- -- -- --------- INV STRUCTURAL CONDITIONS OF THE — BUILDING APPEAR TO DEVIATE FROM ------ -- -- ---- - --------- -- ----- I-------- ------------ F- -----I------ - ------- -----I-- ---------- ------ — -- -- - ------ WHAT IS SHOWN ON THIS PLAN, WORK L� �p - - ----- f - 1 SHALL BE STOPPED, AND THE 0 - ' -- _---f-_ -_- _- -_- _ T- --- - -- --- C cel ENGINEER SHALL BE CONTACTED F— O I LC-1 BEFORE WORK PROCEEDS FURTHER. � � ' ------ I - -- --- -- — — -- I----- ---- ----- - -- ------ --- --- -- —; - — — — --- ------- ------------ N I O ' 2 NO RE ROOFING HAS BEEN rj ---- - — - I - -- — -- ------ — — — —I----- -- ---- I ------ ----- — — —� — ---- -- - - _ PERFORMED ON THE BUILDING, UNLESS I � 5 SPECIFICALLY INDICATED ON PLAN. IF 0 ^ of ' ---- — — — ®I — --- —I ----- — -- --I----- ----- I ------ -- ------ I — — — — ---I--- -- I - -- ------ INV IT IS DETERMINED THAT RE ROOFING O Q 00 ' _ _—__ __—__—_ _ _ —__—_ HAS OCCURRED AND HAS NOT BEEN � I ------ --- -- -----' -------- ------------'— — ----- - — -- -- — O --- - - ---------- --;— -- - -----I - — -- -- -- -- I - I - ----------- 1 INDICATED ON PLAN, WORK SHALL BE %.- (moi) -------- -- -- -- - - - ------ - - - - PPED, AND THE ENGINEER SHALL _< _ �E - - --------- ----1-- ------- -- --I— -- -- — — — - --- -- -- -- -- --------------- — — - -- I --- ---------o----- BC 1 E°CONTACTED BEFORE CONTINUING � O --- I-- ---- --- -- —I— I WORK. — O I -- _ _ — — — �— — 3 NO STRUCTURAL MEMBERS ARE � � I I I I-- I u DAMAGED OR DEGRADED. IF IT IS -- -- --- ---- ------------ v\j ---- — — -- ------ — ---- �— -- ---- — ------ - -- -- -- ------ - - -- - DETERMINED THAT ANY STRUCTURAL INV I I I MEMBERS ARE DAMAGED OR -- -- DEGRADED, WORK SHALL BE STOPPED, � 1 � --�----------- -----; - ---------------- - ;------ --------- --;------ --------- -----; - ----------------- —�--- ---------------� - -- ------------ AND THE ENGINEER SHALL BE ' 4 c N — ----- - ----I-- - I— — — — — I - - - — — ------ 4 ' CONTACTED BEFORE WORK PROCEEDS -- - ----- ----- ---------- ---------- LC-2 FURTHER. ------------- ---- -- — -- ---------- --'— — — — — —'------------ 4 NO SIGNIFICANT ADDITIONAL ----------- --------- - — ------- —I - --- ---- I— ------ - -------- — '------�---- ---- - DEAD LOADS HAVE BEEN PLACED ON --- ----------- - ------ -- ----- ---- ---I - --- ----- �I ------ --------I ------------- — ----- —I THE ROOF OR HUNG FROM THE ROOF STRUCTURE BELOW SINCE THE TIME ------------- ----- -- ----------- ----- -- ------ --- --------I-------- - ----- —1 - --------- - OF ORIGINAL CONSTRUCTION UNLESS — I I I I I ---------- -- — -- — ------ - — I SPECIFIC ALLY IDENTIFIED WITHIN THESE CONDOCUMENTS. -------------— SIGNIFICANT LOADS INCLUDE ANY ------------------— I __-__- _ ----_—__--- I __—' ------------__--- ITEMS OVER 200 POUNDS SUPPORTED ---- - ----- -- --------- --- - -- ----- --------- OVER THE ROOF OR ANY ITEMS HUNG 3 -�� — �— --- - — — — — — — —� — ------ _ _ _ ------ ------ _ _ _ _ — — — — —, ° FROM INDIVIDUAL FRAMING MEMBERS 3 I I OVER 75 POUNDS. NO SOLAR PANEL ----- — --------------- -- ----� -- ------ —' --- — --- ---- ' -- SHALL BE LOCATED IN AREAS REVISIONS -�- — I — — I - -- - l— - ---- ---------- —1-- --- — --- ----- --------- LC-1 INV IDENTIFIED AS HAVING ADDITIONAL — — - - ----- -- ----------- Cj - ---- - ----}'— �— -------- -- — — — — —� - --- --- -- - ----------- - --------- -- — --------- ------�--- DEAD LOADS. IF IT IS DETERMINED I 1 I I Q 1 THAT ANY ADDITIONAL DEAD LOADS ------ ---- - — -- — --------- — -- — -- — -- --- ---- -------- UT ARE ESENT N THE --- - ------ --- — -- -- --- — -- — —�- —� - ---------- -------- — I - - I ° (N) LC-1 z A c� BEING RSPEC SPECIFICALLY IDEN°TIFIEDHO — --------- - - - - - - LC-1 WORK SHALL BE STOPPED, AND THE ---- --- ----------- -- -- — I ° ENGINEER SHALL BE CONTACTED ------------------ ---------------------I---- ------------ ----- -------------- — --------------- ----I— — -- BEFORE WORK PROCEEDS FURTHER. -- —•------------- -- -- - •---- ----------------- --------------- ----f _ _ _ 5. THE EXISTING ROOF DRAINAGE - - ------------- ---------- ----- (N) LC-2 IN I _ _ SYSTEM IS ADEQUATE AND PROPERLY ' -------- --- -- - I----- — -------------- — -- — — — - ---I-- --- ------- (E) ROOF HATCH 1 Y MAINTAINED TO ENSURE THAT WATER 2 ----- -------- — — — — -- — ---- --------I--- ---- 2 - — ---------------------- --- — B N �I I ACCUMULATION AND PONDING ON THE ]OB DETAILS -- -- —�-- --- Aft ------ ROOF DOES NOT OCCUR IF IT d ' I I _ - - _ APPEARS THAT THE EXISTING ROOF momum ---------------I ------------------- -I---� — -� - i— — — — — — — — — — I— — — — DRAINAGE SYSTEM IS INADEQUATE OR (1134) TRINA SOLAR TSM-310PD14.18 HAS NOT BEEN PROPERLY MAINTAINED - ---------- ------------------— --------- --- --- --- -- --- I---- -- -- (I.E. EVIDENCE OF PRIOR WATER Masl�csrsroc - — ----------—'-- ---------- - — ---------- ---------- -- ------------- — ----------- PONDING ON ROOF), WORK SHALL BE — I I I ISTOPPED, AND THE ENGINEER SHALL 9 FRONIIUUSt •If Symo 24.0-3 480 ------ �- -- — --------' — ----- ------ --------- ----------- ----------------- --�;----- ----- BE CONTACTED BEFORE WORK ]� ----I---------- — ----- ------ -- --1---- — -- -- ------ -------- -- -- -- ---- I PROCEEDS FURTHER. aca®er. Nor: PROJECT MANAGER: ' INV LC-2 • _ ' DAIS PAYIENT 71PE 1 1 1 7 G 1 NA SHEET NATE STRUCTURAL ROOF PLAN 1 A6 m1umt P W JB-9722646-00 STRUCTURAL ROOF PLAN 0 20' 40' I°=20--0^ g SHEER 900 & 1800 PV 5 00 omm_ ns a s erver o s I _ r°wings -ua _ I —°co - - W9I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - I - J - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - LEGEND (N) PHOTOVOLTAIC MODULE 0 0 W/ ZEP ZS PEAK SUPPORT & 1 BALLAST 3055 C1ea"aw Way, Son Mateo, CA 94402 1 8 r +, 6'-1 " —2 T:(650) 638-1028 1 F:(650) 638-1029 + n , n r ,+ n (W8)-SOL-CITY (765-2489) I www.adarctty.wm O 33 -6 27 -4 7 -11e---3l '-5 � ® (E) SKYLIGHT CONFIDENTIAL – THE INFORMATION o 9,-2,+ HEREIN CONTAINED SHALL NOT BE USED (E) HVAC UNIT FOR THE BENEFIT OF ANYONE EXCEPT 30 -4" 25'-5" 25'-9" 4'-2" 01 SOLARCITY INC., NOR SHALL IT BE o (E) VENT PIPE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS % El ORGANIZATION, EXCEPT E CONNECTION (E) ROOF ACCESS HATCH WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, + „ ++ +� + D 243°' 2211 El Q 38WTHOUITY E WRITTEN PERMISSION OF 19'-717'-3 0 -89'-6 25 -5 P P 1 (�;> El 1 v 23' ° ® ® ® ® ® ® ROOF STRUCTURAL PLAN 13 46 -11 ” THE DESIGN FOR THE ADDITION OF ® ®LJ ® ® ®LI ® ® SOLAR PANELS THE ROOFTOP IS BASED ON THE FOLLOWING � 3FO a- ° ASSUMPTIONS, WHICH SHOULD BE C) ( 32 -4 VERIFIED BY THE GENERAL CONTRACTOR AND OWNER BEFORE ' INSTALLATION IS COMMENCED: p 6 ® ® ® ® ® ® ® ® ® 1. NO STRUCTURAL MODIFICATIONS ~ 6 113 20'-4" HAVE BEEN MADE TO THE ORIGINAL I ® ® BUILDING, WITHOUT BEING m Ln SPECIFICALLY IDENTIFIED ON THESE � PLANS. IF AT ANY TIME THE EXISTING Ln 13 STRUCTURAL CONDITIONS OF THE rn ® ® ® ® ® ® ® ® BUILDING APPEAR TO DEVIATE FROM - 38'_9 z ® Z#=: Ln WHAT IS SHOWN ON THIS PLAN, WORK LSI z*z SHALL BE STOPPED, AND THE CD ° ® ® ® ® ® ,�-17'-7"� ® ENGINEER SHALL BE CONTACTED o 1 ��I """ 46'-11 " BEFORE WORK PROCEEDS FURTHER. 1 2. NO RE-ROOFING HAS BEEN I O 5 - 113 13 11 � ® O PERFORMED ON THE BUILDING, UNLESS I 5 ® ® 3 11 16'-2" zl- ® ® ® SPECIFICALLY INDICATED E- PLAN. IF D ^ O_ 1 n IT IS DETERMINED THAT RE-ROOFING Q 00 ' HAS OCCURRED AND HAS NOT BEEN CD tr 32'_4 ' ® INDICATED ON PLAN, WORK SHALL BE � CD ro =4 I, 1 -11 STOPPED, AND THE ENGINEER SHALL Q N BE CONTACTED BEFORE CONTINUING a CD I WORK. -� O o CT ® ® ® ® ® ® ® ® ❑ 3. NO STRUCTURAL MEMBERS ARE ® DAMAGED OR DEGRADED. IF IT IS 38'-9" DETERMINED THAT ANY STRUCTURAL 21 -1 ® ® ® ® ® ® ® ® ® ® MEMBERS ARE DAMAGED OR ' DEGRADED, WORK SHALL BE STOPPED, 4 ® ® AND THE ENGINEER SHALL BE 4 ° CONTACTED BEFORE WORK PROCEEDS FURTHER. ' 4. NO SIGNIFICANT ADDITIONAL 19'-5 ° ® ® ® EE1 ® ® ® ® ® ® DEAD THE ROOFS HAVE BEEN HUNG FROM LACTHE ROOF STRUCTURE BELOW SINCE THE TIME 9 -11OF ORIGINAL CONSTRUCTION UNLESS 11 '-3' N71 SPECIFICALLY IDENTIFIED WITHIN ® ® ® ® ® J'-4" ® 50+-1 " THESE CONSTRUCTION DOCUMENTS. % V V ® SIGNIFICANT LOADS INCLUDE ANY ® ® ITEMS OVER 200 POUNDS SUPPORTED OVER THE ROOF OR ANY ITEMS HUNG ' 3 ® ® ZFROM INDIVIDUAL FRAMING MEMBERS 3 OVER 75 POUNDS. NO SOLAR PANEL ' 2'-2 SHALL BE LOCATED IN AREAS REVISIONS 1 IDENTIFIED AS HAVING ADDITIONAL -REY BY DATE COMMENTS DEAD LOADS. IF IT IS DETERMINED ° ® ® ® ® ® ® Z E:l ®illI ❑ THAT ANY'+ ARE PRESENT ONITHE ROOF WITHOUT ONAL DEAD LOADS z� - ® ® ® ° 21 1 BEING SPECIFICALLY IDENTIFIED, 34' VTJ° ® ® ® ® ® 46'_7" ® HZ ® WORK SHALL BE STOPPED, AND THE ffij ® ENGINEER SHALL BE CONTACTED BEFORE WORK PROCEEDS FURTHER. 1 27'-6" ® ® ® J 20' 5. THE EXISTING ROOF DRAINAGE 2 ® ® ® ® ❑ SYSTEM IS ADEQUATE AND PROPERLY 1 7 '-3" MAINTAINED TO ENSURE THAT WATER 2 ACCUMULATION AND PONDING ON THE JOB DETAILS ' 2 ROOF DOES NOT OCCUR. IF IT ATgard APPEARS THAT THE EXISTING ROOF mwvm- 4'-5" 17'-3" 1 '-4" 25'-5" 16'-3" 26'-6" 25'-5"-�1 -25'-5" 16'-3" 25'-5" 33'-6" 25'-10" 25'-5" 01 DRAINAGE SYSTEM IS INADEQUATE OR (1134) TRINA SOLAR # TSM –310PD14.18 HAS NOT BEEN PROPERLY MAINTAINED ® 10n ® (I.E. EVIDENCE OF PRIOR WATER 10""N0 PONDING ON ROOF), WORK SHALL BEn11z - ❑ F-1 BE AND THE ENGINEER SHALL g FRONIUS S o 24.0-3 480 BE CONTACTED BEFORE WORK msa` PROCEEDS FURTHER. °E0®6M PME❑IIANAIFR 1 R R 1 WIE: PAYYEIf TYPE 1PPA i N SHO KA E 1 1 ZSPEAK ROOF PLAN 1 JOB MAM W JB-9722646-00 ROOF PLAN 0 30' 60' 1"=30'-0" S SHET 90° & 180° PV 7 X00 ommon nsa s erv6r a 6 1 _ rawing6 –a a _ � _aca _ _ wgI – I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - I - K - - J - - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - - A - LEGEND (N) PHOTOVOLTAIC MODULE W/ ZEP ZS PEAK SUPPORT & 1 BALLA T 3055 CleoMew Way, San Mateo. CA 94/02 1 T:(650) 638-1028 1 F:(650) 638-1029 8 (N) ZEP POSITIVE (asa)-sm-pTM (765-2489) 1 www.Warcityxc 8PA ATTACHMENT CONFIDENTIAL - THE INFORMATION 1 HEREIN CONTAINED SHALL NOT BE USED 1 Arra 2 FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE A / PV9 DISCLOSED IN WHOLE OR IN PART TO Arra 5 A R ❑ ❑ ❑ DETAILS OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION Arra 1 A / PV9 NTH THE CLE AND USE OF PMENT, MPt Arroyt Arroy2 Array3 APray4 Arrays Array6 Array? ArroyB WITHOUT THE WRITTEN PERMISSION OF A / PV9 ROOF HEIGHT (FT) 28 28 28 28 28 28 28 28 Li SOLARCITY INC. ROOF SLOPE (DEG) 4 4 4 4 4 4 4 4 ROOF AREA (SF) 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 i 7 PARAPET HEIGHT (FT) 4 4 4 4 4 4 4 4 A ROOF MEMBRANE EPDM EPDM EPDM EPDM EPDM EPDM EPDM EPDM 13 111 3 ARRAY DETAILS1p 1 TOTAL MODULES WEIGHT 11673.6 4134.4 7296 2067.2 6931.2 2067.2 1459.2 12766 (LBS) TOTAL HARDWARE WEIGHT 1478.46 516.86 925.54 276.46 841.4 264.44 204.34 1586.64 IF 3 111 31 (LBS) - TOTAL CMU WEIGHT (LBS) 1088 0 0 0 960 0 0 992 TOTAL SYSTEM WEIGHT 14240 4651 8222 2344 8733 2332 1664 15347 tl (LBS) � � (n ARRAY AREA (SF) 5039 1784.65 3149.38 892.32 2991.91 892.32 629.88 5511.41 Of 1 AVERAGE ARRAY 2.83 2.61 2.61 2.63 2.92 2.61 2.64 2.78 Q 1 6 PRESSURE (PSF) p 6 [F3 3 113 BILL ❑E MATERIALS ~ Ln PV-101435-310 TRINA 192 68 120 34 114 34 24 210 SOLAR / III TSM-310PD14.18: PV Module; 31OW, 280.8W C� PTC, 72-Cell, 40MM, Blk Firm, H4, ZEP, 1000V L LJ BRIDGE ASSEMBLIES CD O MH-007000-507 - 123 43 77 23 70 22 17 132 � 00 F=- PEAK BASE (� 1 MH-007000-489 - 246 86 154 46 140 44 34 264 O 1 A VALLEY BASE 5 5 MH-007000-496 - T 246 86 154 46 140 44 34 264 1 CONNECTOR TUBE O Q 1 MH-007000-493 - 492 172 308 92 280 88 68 528 O D 00 CONDUIT ASSEMBLY 0 MH-007000-505 - 2 0 0 0 6 0 0 0 � BALLAST TRAY Q N MH-007002-514 - SNAP 192 68 120 34 114 34 24 210 � E O BUSHING Q CT C� ir MH-007001-010 - 2 2 2 z 2 z 2 2 3 � =[F GROUND ZEP Array3 MH-007001-509 - DC 384 136 240 68 228 68 48 420 HARE CLIP 1 A / PV9 A CMU 16/ 68 0 0 0 60 0 0 62 SUP SHEET'S (12" z 20") 369 129 231 69 210 66 51 396 ' 4 POSITIVE ATTACHEMENTs 51 21 32 11 37 10 7 67 4 1 F 3 ONIG POWERGRIP 51 21 32 11 37 10 7 67 PLUS(EPDM) MH-008100-158 - 51 21 32 11 37 10 7 67 POSITIVE ATTACHMENT EliA 1 3 3 1 REVISIONSRFV1 RY DATE COMMENTS 1 A Arra 8 A Array7 1 2 Arra 4 A / PV9 2 A /PV9Art JOB DETAILS Tigard 1 Arra 6 (113 ) TRINA SOLAR # TSM-310PD14.18 A / PV9 A YOUNING SYSIEIk NAM 9 FRONIUS # Synno 24.0-3 480 A 31 �9Ok e CEO®fir. s Mau.. PNOECT MANAGER t ; 1 DATE PAYMENT TYPE * PPA i 1 BEET NAME 1 ZSPEAK ARRAY 1 JOB NUMBER � A ROOF PLAN-ARRAYS 1-8 JB-9722646-00 3/32"=1'-0" 9EEC Err. PV 8 00 ommonIn a l Is erver o s I _ rawings -a a - --aaa _ _ w9I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - - K - I - ) - I - I - I - H - I - G - I - F - I - E - I - D - I - C - I - B - I - A - LEGEND i PHOTOVOLTAIC MODULE W/ ZEP ZS PEAK SUPPORT & I BALLAST 3055 ClearNew Way, San Mateo, CA 94402 1 T:(650) 636-10 I (650) 636-1029 8 (N) ZEP POSITIVE (888)-SOL-CITY PA ATTACHMENT (765-5-z,69) d I www.aardom ty.cp CONFIDENTIAL - THE INFORMATION C� HEREIN CONTAINED SHALL NOT BE USED ' FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S R ❑ ❑ DETAILS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE _ RESPECTIVE SOLARCITY EQUIPMENT, MP1 Arroy9 Amay10Amaylt Amay12 Amay13 Arrayl4 Amay15 WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ROOF HEIGHT (FT) 28 28 28 28 28 28 28 ROOF SLOPE (DEG) 4 4 4 4 4 4 4 ROOF AREA (SF) 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 130281.48 ' 7 Arra 9 PA PA Arra 1 0 PARAPET HEIGHT (FT) 4 4 4 4 4 4 4 7 B / P V10 B / PV,0 ROOF MEMBRANE JEPDM EPDM JEPDM JEPDM EPDM EPDM EPDM I PA ARRAY DETAILS A A A A TOTAL MODULES WEIGHT 5836.8 6931.2 3891.2 1094.4 1337.6 729.6 729.6 PA (LBS) PA A TOTAL HARDWARE WEIGHT 733.22 781.3 504.84 144.24 180.3 108.18 108.18 ^ _ (LBS) TOTAL CMU WEIGHT (LBS) 896 944 416 0 32 0 0 U) TOTAL SYSTEM WEIGHT 7466 8656 4812 1239 1550 838 838 (LBS) 0 In ' AARRAY AREA (SF) 2519.5 2991.91 1679.67 472.41 577.39 314.94 314.94 Q 1 6 AVERAGE ARRAY 2.96 2.89 2.86 2.62 2.68 2.66 2.66 A A I A PRESSURE (PSE) 0-1 V ' AI 1 BILL OF MATERIALS Lr, i A PV-101435-310 TRINA 96 114 64 18 22 12 12 O� SOLAR # LCA _ TSM-310PD14.18: PV Module; 31OW, 280.8W Z PTC, 72-Cell, 40MM, Blk LuJ Z*tz A JEJA AI A Frm, H4, ZEP, 1000V cf) A BRIDGE ASSEMBLIES O Fi W-1 � S MH-007000-507 - 61 65 42 12 15 9 9 cf) ~ A .j PEAK BASE cn 0 I 5 C MH-007000-489 - 122 130 84 24 30 18 18 ^ I 5 VALLEY BASE ' A Arra 15 Arra 11 MH-007000-496 - T 122 130 84 24 30 18 18 ^ CONNECTOR TUBE O !L' Q r1r) ' B / PV10 B / PV10 MH-007000-493 - 244 260 168 48 60 36 36 v A EF A A CONDUIT ASSEMBLY _ O � MH-007000-505 - 4 2 0 0 0 0 0 i Cly BALLAST TRAY C-) N MH-007002-514 - SNAP 96 114 64 18 22 12 12 QCSO 0 c))A A A A BUSHING 2iZi F- MH-007001-010 - 2 2 2 2 2 2 2 A A A GROUND ZEP A A A MH-007001-509 - DC 192 228 128 36 44 24 24 WIRE CUP LF CMU 16/ 56 59 26 0 2 0 0 ' 4 SLIP SHEETS (12' x 20') 183 195 126 36 45 27 27 4 POSITIVE ATTACHEMENTS 29 12 19 7 7 4 4 1 A OMG POWERGRIP 29 12 19 7 7 4 4 PLUS(EPDM) A A CF MH-008100-158 - 29 12 19 7 7 4 4 POSITIVE ATTACHMENT - A A A A A Arra 14 3 B / PV10 A 3 REVISIONS I A A Arra 13 A / PV10 A A Ef A LFA I I 2 [F3 E 3 [F� JOB D I ETAILS 2 Arra 12 A Tigard ' A / PV10 (1134) TRINA SOLAR # TSM-310PD14.18 1 mmm smElc i N1fxTM 9 FRONIUS # Symo 24.0-3 480 DEAN: ROOF PLAN-ARRAY 9-11, 14 AND 15 CHEWED 6Y 1/16"=1'-0" MARKET: MANAGER: 1 t ' DATE PAYMENT TYPE 1 i PPA 1 %EET NAME ZSPEAK ARRAY ROOF PLAN-ARRAY 12 AND 13 JB-9722646-00 SIM: IEv: PV 9 00 amm- nsatil6 erver a6I _ raWI -° aS\AtI aca _ _ . W9I - I - H - I - G - I - F - I - E - - D - I - C - - B - I - A - I FOUNDATION SUBSURFACE PREPARATION ® " SPECIAL INSPECTIONS REQUIRED 4 ` w 3 a < LIMITS OF WORK: UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE PROJECT PLANS AND/OR `d SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1704 2 THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING FOOTPRINT AND ALL APPURTENANCES OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE: w D Y PERIODIC SPECIAL INSPECTIONS: m 1 HEREIN, 'APPURTENANCES' (REFER TO DRAWING SP1) REFERS TO THOSE ITEMS ATTACHED TO THE BUILDING ^ w PROPER, TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, PORCHES, RAMPS, STOOPS, t. STEEL - REFER TO SPECIFICATION 05120 TRUCK LOADING WELLS/DOCKS, CONCRETE APRONS, COMPACTOR PAD, ETC. THE BASE COURSE, WHERE GENERAL NOTES < REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES. THE 2. STEEL JOISTS AND JOIST GIRDERS - REFER TO SPECIFICATION 05210 ^ $ LIMITS OF THE GROUND IMPROVEMENTS EXTEND A MINIMUM OF 5 FEET BEYOND THE BUILDING FOOTPRINT AND BUILDING STRUCTURAL ELEMENTS (TRUCK LOADING DOCK SCREEN WALL FOOTINGS, EDGE OF ALL 3. STEEL DECK - REFER TO SPECIFICATION 05300 1.0 GENERAL e a BUILDING FOOTINGS, AND CANOPY FOOTINGS). AND AS SPECIFIED IN THE GROUND IMPROVEMENT 1.1 STEEL FRAMING IS NON-SELF SUPPORTING AND REQUIRES INTERACTION NTH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO 8 4. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 SPECIFICATION 02360 AND THE PRE-LOAD AND GROUND IMPROVEMENT PLAN D-3.O.THE LIMITS OF THE TOP PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. OF THE PRELOAD SHALL EXTEND ONLY 5 FEET BEYOND THE BUILDING OR TO THE EDGE OF THE 5. MASONRY - REFER TO SPECIFICATION 04200 1.2 THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING. FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. APPURTENANCES. 1.3 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR W LS ' 6. ELECTRICAL - INSPECTIONS DURING THE INSTALLATION OF ANCHORAGE OF "' GMo I- ALL ELECTRICAL EQUIPMENT FOR EMERGENCY OR STAND BY POWER SYSTEMS. MECHANICAL, ELECTRICAL AND PLUMBING WORK. �Z-z F o« Cpgl CLEARING AND STRIPPING: REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL AND w ate- a '15� . 5 SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE LIMITS OF WORK TO A MINIMUM DEPTH OF 6 INCHES 7. RACKING - INSPECTIONS DURING ANCHORAGE OF STORAGE RACKS 8 FEET OR 2.0 FOUNDATIONS AND SLABS-ON-GRADE _ _ _ _ 5<�ta5ggpl" �€ BELOW THE EXISTING GRADES. PROOFROLL THE EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE GREATER IN HEIGHT. 2.1 FOOTING DESIGNS ARE BASED ON A NET SOIL BERING PRESSURE OF 3000 PSF. o ><,wi`<„ a.* 55F AREAS WITH SATISFACTORY FILL MATERIAL. ALL CLEARING AND STRIPPING SHALL BE COMPLETED IN 2.2 THE CONTRACTOR MUST READ THE SOILS REPORT AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. " ,`"u `<�'??A€ppft.� ACCORDANCE WITH SPECIFICATION SECTION 02300. 8. SEISMIC - INSPECTIONS DURING THE RECTION AND FASTENING OF EXTERIOR 2.3 THE BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION' o � WVa�7l gop�bgao5 CLADDING, INTERIOR AND EXTERIOR NON-LOAD BEARING WALLS, AND VENEER. DESCRIPTION. THE "FOUNDATION SUBSURFACE PREPARATION' SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. F ��'� L°,n TWBya.. z CUTTING AND FILLING: FOLLOWING CLEARING AND STRIPPING, ESTABLISH AN `INTERIM SUBGRADE' BY 2.4 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BERING DEPTH IS 16" BELOW ADJACENT FINISHED 13 ? <ff�B�€ � iGW CONTINUOUS SPECIAL INSPECTIONS: GRADE OR FROST DEPTH, 18', WHICHEVER IS DEEPER. THICKENED SLAB EDGES FOR STOOPS. CANOPIES. ETC. SHALL BE 16 INCHES (UNP). a �� S� 8�eym PLACING AND COMPACTING SELECT FILL IN ACCORDANCE WITH SPECIFICATION SECTION 02300 AND 02360. 2.5 STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. „I <��W` °:a�< THE GROUND IMPROVEMENT DESIGNER SHALL DETERMINE A REQUIRED THICKNESS OF THE SELECT FILL TO BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. PROVIDE SUPPORT FOR THE INSTALLATION EQUIPMENT BUT SHALL NOT BE LESS THAN 12 INCHES. THE 1. CONCRETE - REFER TO SPECIFICATION 03310 AND 03312 2.6 SLABS-ON-GRADE ARE UNREINFORCED CONCRETE UNLESS NOTED OTHERWISE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN `INTERIM SUBGRADE' WORKING SURFACE THAT PROVIDES 2.7 PROVIDE SAW CUT JOINTS AT 10'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. ALL-WEATHER SUPPORT FOR CRANES AND HEAVY EQUIPMENT NECESSARY FOR GROUND IMPROVEMENT 2. MASONRY - REFER TO SPECIFICATION 04200 2.8 PROVIDE (2) j'4 BAR, 4'-0" LONG DIAGONALLY IN TOP OF SLAB AT REENTRANT CORNERS. INSTALLATION. 3. POST-INSTALLED ANCHORS - REFER TO SPECIFICATION 05090 2.9 'CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB-ON-GRADE, "CONST JT' INDICATES DOWELED CONSTRUCTION JOINT IN SLAB-ON-GRADE. REF. SPECIFICATION SECTION 03312. GROUND IMPROVEMENT: INSTALL GROUND IMPROVEMENTS WITHIN THE LIMITS OF THE GROUND IMPROVEMENTS 2.10 TRUCK DOCK RAMP SHALL BE 6' CONCRETE REINFORCED WITH /4 BARS AT 16" OC, EW PLACED 2" FROM TOP OF SLAB. PROVIDE DESCRIBED IN THE LIMITS OF WORK AND AS SHOWN ON THE PRE-LOAD AND GROUND IMPROVEMENT PLAN CONTRACTION JOINTS AT 15'-0" MAX. REF SPECIFICATIONS 03310 FOR SLUMP AND AIR CONTENT. TRUCK DOCK SUBRGADE PREPARATION AND 0 S S C SPECIAL INSPECTIONS BASE COURSE MATERIAL SHALL BE THE SAME AS FOR THE HEAVY DUTY PAVEMENT. D-3.0. THE GROUND IMPROVEMENT AREA MAY EXTEND BEYOND THIS LIMIT AS DETERMINED BY THE GROUND IMPROVEMENT CONTRACTOR'S DESIGN. GROUND IMPROVEMENTS MUST BE DESIGNED AS SPECIFIED IN THE 2.11 NOT USED. i GROUND IMPROVEMENT SPECIFICATION 02360. MAXIMUM TOP ELEVATION OF THE FINISHED GROUND NTS 073109 sO-007JBC 2.12 HORIZ BARS IN FOOTINGS AND CONCRETE STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND a INTERSECTIONS UNO. REF CORNER BAR DETAIL. IMPROVEMENT ELEMENTS SHALL BE A MINIMUM OF 2 FEET BELOW THE BOTTOM OF FLOOR SLAB ELEVATIONS, 2.13 FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT m w REFER TO THE DRAWINGS FOR ELEVATIONS. FOLLOWING COMPLETION OF GROUND IMPROVEMENT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. Z INSTALLATION, THE SURFACE SHALL BE STRIPPED OF MUCIC. IN SOME AREAS, ADDITIONAL EXCAVATION WILL 2.14 FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH 0 BE REQUIRED TO PROVIDE THE MINIMUM 2-FOOT THICKNESS OF SELECT FILL MATERIAL REQUIRED BELOW FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. REF 14-52 FOR FOOTING STEP DETAIL REF 18-S2.1 FOR ROOF DRAIN FDN PENETRATIONS. BOTTOM OF SLABS, REFER TO THE DRAWINGS FOR ELEVATIONS. RE-ESTABLISH THE INTERIM SUBGRADE IN 2.15 TEMPORARY TRUCK ENTRANCE FOR SLAB PLACEMENT IS ASSUMED AT GRID G.8 OR J. SEE 12-S2.2 FOR WALL OPENING DETAIL IF TEMPORARY ACCORDANCE WITH THE SPECIFICATION SECTION 02360. ENTRANCE IS TO BE LOCATED IN A CMU WALL. SETTLEMENT MONITORING PLATES: INSTALL A MINIMUM OF 12 SETTLEMENT PLATES ON THE INTERIM DESIGN LOADS 3.0 CONCRETE AND REINFORCING STEEL TTSIVE SUBGRADE AS SHOWN ON THE PLANS IN FOUR EQUALLY SPACED ROWS ACROSS THE BUILDING AREA. THE 3.1 AAINI STRUCTURAL COMPRESCAST-IN-PLACE NGTH (CONCRETE Fc) AT E END OF 28 DAYS S3,0 00 BE AS SPECIFICATION SECTION 03310 0 O SETTLEMENT PLATES SHALL BE SURVEYED TWICE A WEEK FOR THE FIRST MONTH BEGINNING AT THE TIME 1. CODE IBC B. EXTERIOR CAST-IN-PUCE CONCRETE SLABS REF SPEC SPECIFICATION SECTION 03310 cm ABBREVIATION LEGEND THE PLATES OBTAINED BYAAESURVEYORDAND THEN ON A SELECTE BY THE CIVIL LY BASS ENGINEERING EREAFTER. SURVEY CONSULTANT (CEC).DATA SHALL BE C. INTERIOR THE CONTRACTOR IS 2. GRAVITY LOADS D. COMPACTOR PADN-PLACE CONCRETE SLABS 3.500 PSI SPECIFICATION SECTION 03312 5,000 PSI SPECIFICATION SECTION 03310 40 % O ABBR DEFINITION RESPONSIBLE FOR PROTECTION OF THE SETTLEMENT MONITORING PLATES DURING CONSTRUCTION. DAMAGE FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. n Q► TO THE SETTLEMENT MONITORING PLATES SHALL BE IMMEDIATELY REPORTED TO THE CEC AND THE CEC A. DEAD LOADS-ROOF MAX MIN 3.2 DOCK WALLS EXPOSED TO FREEZE/THAW CYCLES SHALL BE 3500 PSI AIR ENTRAINED CONCRETE. �_J o AB ANCHOR BOLT -ROOFING INSULATION 6 PSF 6 PSF rl) E- ACI AMERICAN CONCRETE INSTITUTE SELECTED SURVEYOR DURING THE MONITORING PERIOD. THE CONTRACTOR IS RESPONSIBLE FOR THE 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, Rm (r O AND METAL DECK GRADE 60. REF SHEET S4 FOR LAP SPLICE LENGTHS LINO ON DETAILS. L7 L x AFF ABOVE FINISHED FLOOR RESTORATION AND REPAIR OF ALL SETTLEMENT MONITORING PLATES DAMAGED DURING CONSTRUCTION. -JOIST 3 PSF 3 PSF 3.4 REFER TO ACI 318 FOR CONCRETE COVER, ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICEa' AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION -MECH, ELEC, PLUMBING, SPRINKLERS AND 8 PSF 4 PSF FOR MIXING AND PLACING CONCRETE. O O AISI AMERICAN IRON AND STEEL INSTITUTE SUBFLOOR DRAINAGE LAYER: FOLLOWING INSTALLATION OF THE SETTLEMENT MONITORING PLATES, PLACE MERCHANDISE _ 3.5 LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. ARCH ARCHITECTURAL AND COMPACT A MINIMUM 18-INCH THICK LAYER OF UNDRSLAB DRAINAGE FILL IN ACCORDANCE WITH ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS TOTALS 17 PS 13 PS Lu SPECIFICATION SECTION 02300 AND INSTALL PERFORATED DRAIN PIPES ND HEADER TIGHTLNE PIPES AS 4.0 STRUCTURAL STER N fY AWS AMERICAN WELDING SOCIETY SHOWN ON THE DRAWINGS. B. LIVE LOADS 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: 1y Q BFF BELOW FINISHED FLOOR 1. ROOF 20 PSF MIN OR SNOW LOAD YIELD ASTM SPECIFICATION BL BLOCK LINTEL BUILDING PAD AND SUBBASE: FOLLOWING INSTALLATION OF THE UNDERSlAB DRAINAGE FILL, PLACE AND 2. PONDING 22 PSF REF JOIST DIAGRAMS A. VAD- FLANGE STEEL SHAPES: 50 KSI A 992 BM BEAM BO BOTTOM OF COMPACT SELECT FILL MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02300 TO THE BOTTOM OF B. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE B O C. ROUND HOLLOW STRUCTURAL SHAPES: 42 KSI A 500 GRADES ~ THE BUILDING SUBBASE ELEVATION. PLACE AND COMPACT A MINIMUM 20 INCHES OF BUILDING SUBBASE E'er a. BOS BOTTOM OF STEEL C. SNOW LOAD D. STRUCTURAL STEEL PIPE: 35 KSI A 53 TYPE E, GRADE B w BRG BEARING MATERIAL TO ESTABLISH THE FINAL SUBGRADE' ELEVATION DIRECTLY UNDER FLOOR SLAB BASE COURSE 1. IMPORTANCE FACTOR (1) 1.0 ELEVATION. THE 18-INCH THICK DRAINAGE LAYER IS NOT INCLUDED IN THE 20-INCH MINIMUM SUBBASE E. BARS, PLATES, CHANNELS, ANGLES, AND ANCHOR BOLTS: 36 KSI A 36 (LINO) :q CJ CONTRACTION JOINT 2. SNOW EXPOSURE FACTOR (Ce) 0.9 F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) Z CL CENTER LINE THICKNESS. THE BUILDING PAD SHALL THEN BE PRELOADED, AS SHOWN ON THE PROJECT PLANS. THE NET 3. ROOF THERMAL FACTOR (Ct) 1.0 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4' DIAMETER ASTM A 325-N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CLR CLEAR SURCHARGE FROM THE PRELOAD SHALL BE AT LEST 250 POUNDS PER SQUARE FOOT. THE PRELOAD 4. GROUND SNOW LOAD (Pg) 25 PSPO CMU CONCRETE MASONRY UNIT SHALL REMAIN UNTIL SETTLEMENT IS COMPLETE ACCORDING APPROVAL FROM THE CEC AND GEC. 5. FLAT ROOF SNOW LOAD (Pfl 4 25 PSF CONNECTIONS ARE BEARING TYPE. ALL BOLTS SHALL TIGHTENED SNUG TIGHT, LINO. COL COLUMN FOLLOWING APPROVAL, REMOVE THE PRELOAD TO ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW 6. OWNER DIRECTED SNOW SURCHARGE LOAD 0 PSF .3 WELDING SHALL MEET ANSI/AWS 01.1 STRUCTURAL WELDING COOEDE.. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. � 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED CONK CONCRETE FOR THE CONCRETE SLAB AND BASE COURSE MATERIAL. REFERENCE ARCHITECTURAL AND STRUCTURAL ON THE CONTRACT DOCUMENTS. COND CONDENSER UNIT DRAWINGS FOR REQUIRED SLAB THICKNESS. TOTAL DESIGN ROOF SNOW LOAD 25 PSF 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. ISSUE BLOCK CONST CONSTRUCTION 4.6 PROVIDE 1 1/2 INCH NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON-SHRINK GROUT WHEN COLUMN CONT CONTINUOUS FOUNDATION SYSTEM: THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND 3. LATERAL LOADS ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER OR LARGER. z REV /1 02-06-13 DIA DIAMETER CONTINUOUS SPREAD FOOTINGS AT WALLSFOUNDATIONS SHALL BE SUPPORTED DIRECTLY ON THE AHIND LOADS 4.7 PROVIDE L5x3x1/4 (LLV) FIELD-FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10', LINO, (INCLUDING ROOF . A.EDC ELECTRICAL DISTRIBUTION CENTER DRAIN AND EXHAUST FN OPENINGS). 2 REV /2 03-14-13 EIFS EXTERIOR INSULATION AND FINISH SYSTEM CLEANLY EXCAVATED GROUND IMPROVED SUBGRADE AND GROUND IMPROVEMENT ELEMENTS, OR AS 1. BASIC WIND SPEED (3-SECOND GUST) 95 MPH 4.8 PROVIDE 1/2"x6"x0'-10" BEARING PLATES WITH (2) 1/2" DIAxO'-5" HEADED STUD ANCHORS FOR STEEL BEAMS BEARING UPON MASONRY, EJ EXPANSION JOINT SPECIFIED BY THE GROUND IMPROVEMENT DESIGN-BUILD CONTRACTOR. 2. IMPORTANCE FACTOR (1) 1.5 EL ELEVATION 3. EXPOSURE CATEGORY C LINO. FILL CELLS BELOW WITH GROUT AND PROVIDE (2) I/6 VERTICAL REINFORCING BARS WITH DOWELS FROM FOUNDATION, LINO. ELEC ELECTRICAL FOUNDATION BACKFILL: AFTER FOOTING AND STEMWALL CONCRETE HAS CURED, PLACE BACKFILL UNIFORMLY 4. VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) 0.91 5.0 STEEL JOISTS AND JOIST GIRDERS 5. INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 EQ EQUAL ON ALL SIDES OF A FOUNDATION ELEMENT IN ORDER TO PREVENT AN IMBALANCE OF LATERAL EARTH 5.1 HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST EW EACH WAY 6. WIDTH OF EDGE ZONE FOR JOISTS 14 FT PRESSURES. PLACE AND COMPACT BACKFILL PER THE DRAWINGS AND IN ACCORDANCE WITH SPECIFICATION 7, WIDTH OF EDGE ZONE FOR JOIST GIRDERS (2h) 42 FT SHALL BE REINFORCED PER JOIST REINFORCING DETAIL HANGER LOADS GREATER THEN 150 POUNDS SHALL NOT BE ATTACHED TO THE FDN FOUNDATION SECTION 02300. EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. FF FINISHED FLOOR B. DESIGN WIND PRESSURE (DOES NOT INCLUDE LOAD COMB. FACTOR) 5.2 JOISTS AND JOIST GIRDERS SHALL RESIST THE NET UPLIFT PRESSURE ON ROOF SHOWN IN THE DESIGN LOADS. FS FAR SIDE BASE COURSE: AFTER REMOVAL OF THE PRELOAD MATERIAL AND WITHIN THE STRICT LIMITS OF THE 1. WALLS (BASED UPON 100 SO FT) 5.3 SPECIAL JOISTS AND JOIST GIRDERS THAT REQUIRE SPECIFIC ORIENTATION SHALL BE TAGGED AT ONE END. DEFINE LOCATION OF TAGGED FTG FOOTING BUILDING AND APPURTENANCES, PLACE A MINIMUM 4-INCH THICK BASE COURSE MATERIAL OVER THE INTERIOR ZONE 18 PSF END ON ERECTION DRAWINGS. GA GAGE CORNER ZONE 21 PSF 5.4 DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. GC GENERAL CONTRACTOR COMPLETED FINAL SUBGRADE' TO SERVE AS A BEARING LAYER, LEVELING LAYER, AND CAPILLARY BREAK PARAPETS 31 PSF 5.5 JOIST MANUFACTURER SHALL DESIGN THE COMPRESSION CHORD OF ALL JOISTS SUPPORTING ROOF TOP UNITS, SKY LIGHTS, AND OTHER GYP GYPSUM BOARD FOR THE OVERLYING CONCRETE FLOOR SLAB. THE BASE COURSE MATERIAL SHALL CONFORM TO THE STRUCTURES FOR AN UNBRACED LENGTH APPLICABLE TO THE CONDITIONS AT THE PROJECT WHERE THE UNBRACED LENGTH IS H HEIGHT REQUIREMENTS PRESENTED IN SPECIFICATION SECTION 02300. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2. ROOF UPLIFT (NET) GREATER THAN THE SJI MAXIMUM. ET HORIZ HORIZONTAL OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. COMPACT AND JOIST GIRDERS EDGE ZONE 6 PSF HSA HEADED STUD ANCHOR FINE-GRADE THE BASE COURSE TO A DENSITY AND SMOOTHNESS THAT SATISFIES THE REQUIREMENTS JOIST GIRDERS INTERIOR ZONE 10 PS 6.0 STEEL DECK HSS HOLLOW STRUCTURAL SHAPE LISTED IN SPECIFICATION SECTION 02300. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST JOIST CORNER ZONE 10 PS INFO INFORMATION JOIST EDGE ZONE 10 pg 6.1 ROOF DEQ( SHALL BE PAINTED TYPE 'B' (WIDE RIB) THREE SPAN MIN (LINO ON RARING PLAN) AS SHOWN ON ROOF FRAMING PLAN. BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT THE STEEL ROOF DECK IS REQUIRED TO ACT AS A DIAPHRAGM. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE ISO ISOLATIONJOIST INTERIOR ZONE 10 PSF FOR ATTACHMENT PATTERN OPTIONS. ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE OWNER'S CONSTRUCTION MANAGER, 6.2 PROVIDE 2 LAYERS OF ROOF DECK WHERE SINGLE SPAN CONDITION EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF CHECKED BY: WHJBE JOIST BEARING ELEVATION JOIST OVERHANG 17 PSF JST JOIST OEC, AND AOR. IF NECESSARY TO ACHIEVE THESE FINE-GRADING TOLERANCES AND THE SPECIFIED TOP JT JOINT ELEVATION, THE CONTRACTOR MAY FILL IRREGULARITIES IN THE BASE SURFACE WITH UP TO 3/4 INCH OF C. SEISMIC LOADS BOTH LAYERS OF ROOF DECK. 6.3 WHEN THE ROOF DECK IS WELDED, WELDING RODS SHALL BEE 6022. DRAWN BY: KSI KIPS PER SQUARE INCH AGGREGATE CHOKER MATERIAL PER SPECIFICATION SECTION 02751. 1. 5% DAMPED SPECTRAL RESPONSE COEFF (SDS) 0.71 L LENGTH 2. 1-SEC PERIOD SPECTRAL RESP. COEFF. (SDI) 0.39 FILE NAME: 7.0 LIGHT GAGE STEEL FRAMING 3. SEISMIC OCCUPANCY CATEGORY II LB POUNDS WET-WEATHER CONSIDERATIONS: THE CLAYS, SILTS ND SILTY SANDS NCOUNTERED AT THE SITE ARE 7.1 FOR 18 GAUGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF-DRILLING, SELF-TAPPING SCREWS OR LLH LONG LEG HORIZONTAL VERY SENSITIVE TO DISTURBANCE WHEN WET. IF THESE SOILS BECOME WET AND UNSTABLE, THE 5. SITE CLASS 4. SEISMIC DESIGN CATEGORY D POWDER ACTUATED FASTENERS. PAROTID CYCLE, 012712 LLV LONG LEG VERTICAL CONTRACTOR SHOULD IMPLEMENT MEASURES TO MINIMIZE CONSTRUCTION DISTURBANCE. THIS COULD 6. BASIC STRUCTURAL SYSTEM AND D- 7.2 FOR 16 GAUGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY SELF-DRILUNG SELF-TAPPING SCREWS, POWDER ACTUATED DOCUMENT DATE 041012 LONG LONGITUDINALINCLUDE MEASURES SUCH AS REROUTING TRAFFIC, USING LOW-PRESSURE (TRACKED) EQUIPMENT, AND/OR SEISMIC RESISTING SYSTEM SPECIAL REINFORCED CMU WALLS FASTENERS, OR BY WELDING AS INDICATED ON THE DRAWINGS. MAX MAXIMUM 7.3 SELF-DRILLING SELF-TAPPING SCREW OR POWDER ACTUATED FASTENER CONNECTIONS ARE NOT PERMITTED TO BE USED WHERE WELDED STUD PLACING GEOIEXTILES. REMEDIATION AND STABILIZATION OF DISTURBED SUBGRADES SHALL BE PERFORMED 7. RESPONSE MODIFICATION FAC 10R (R) 5 MECH MECHANICAL IN ACCORDANCE WITH SPECIFICATION SECTION 02340. EARTHWORK PROCEDURES SHALL MEET REQUIREMENTS S. OVER STRENGTH FACTOR (WO) 2.5 CONNECTIONS ARE SHOWN ON THE DRAWINGS. MFR MANUFACTURER 9. IMPORTANCE FACTOR (1) 1.0 7.4 ALL 18 GAUGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAUGE AND HEAVIER FRAMING SHALL HAVE MIN MINIMUM OF SPECIFICATION SECTION 02300 FOR WET WEATHER CONSTRUCTION. 10. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE A MINIMUM YIELD STRENGTH OF 50 KSI. MISC MISCELLANEOUS7.5 WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA x 1'-0" TRACK OVER STUD WITH (4) /10 SELF DRILLING SCREWS MO MASONRY OPENING THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK 11. DESIGN BASE SHEAR 0.142W EACH LEG. CENTER TRACK ON CONNECTION. MTL METAL SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE NBPS NOT BY PRECAST SUPPLIER PRECEDENCE OVER THE RETAILER SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC 8.0 MASONRY NIC NOT IN CONTRACT INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL 8.1 CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE NO NUMBER REPORT PREPARED BY TERRACON, DATED MARCH 5, 2013 (GEOTECHNICAL REPORT IS FOR INFORMATION MASONRY (Fm) SHALL BE 2000 PSI. THE NET AREA COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS SHALL BE 2800 PSI. NS NEAR SIDE ONLY AND IS NOT A CONSTRUCTION SPECIFICATION) ^ DESIGN LOADS 112009 SO-004 8.2 MORTTYPE FR SHALL BE"S" MORTAR. APREBLENDED DRY MIX MASONRY CEMENT SHALL CONFORMING USED FOR ORTAR. AND MEETING THE PROPERTY SPECIFICATIONS OF ASTM C 270 . NTS NOT TO SCALE `1' OC ON CENTER 8.3 GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. REF SPECIFICATION OD OUTSIDE DIAMETERO U N D N U B S U R A C R A A I O 8.4 SECTION 04200 FOR ADDITIONAL REQUIREMENTS. OH OPPOSITE HAND GROUT PLACED BY THE LOW UFT GROUTING METHOD SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM OSL OUTSTANDING LEG S NTS 062609 SO-005 3/4" DIAMETER HEAD. REF SPECIFICATION SECTION 04200 FOR HIGH LIFT GROUTING PROCEDURES. PAF POWDER ACTUATED FASTENER 8.5 HORIZONTAL REINFORCEMENT SHALL BE PER CMU WALL VERTICAL REINFORCING SCHEDULE AND CMU WALL REINFORCING DIAGRAM. PC PRECAST 8.6 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. PCF POUNDS PER CUBIC FOOT (�7\J 8.7 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE PL PLATE LEGEND �' 3'4 \ / \-/ 9 MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND PLF POUNDS PER LINEAR FOOT I T TBOND BEAMS, UNO. 8.8 PMEJ PREMOLDED EXPANSION JOINT INSTALL TEMPORARY BRACING AT ALL CMU WALLS. DO NOT REMOVE TEMPORARY BRACING UNTIL WALL IS PERMANENTLY BRACED BY PSF POUNDS PER SQUARE FOOT i I i CONNECTION TO THE ROOF STRUCTURE. PSI POUNDS PER SQUARE INCH INDICATES PREPLACED SLAB INDICATES SKYLIGHT 8.9 REFER TO CMU WALL REINFORCING DIAGRAM AND CMU WALL VERTICAL REINFORCING SCHEDULE FOR PRIMARY WALL REINFORCEMENT. QTY QUANTITY FOR ELECTRICAL DISTRIBUTION ® FOR SPECIFICATIONS FI810 REFER TO TIOOR SIZE . I I-- SCHEDULE ND DETAILS U WALL 1FORRCING ADDITIDIAGRAM. ONAL REINFORTYPICAL CING AT OPENINGS, CONTROL JOINTS,CORNERS SCHEDULE, AND ENDS OF WALL PANELS.SECTION RACK REFRIGERATION RACK \\\\\\ RCENTERS EF ARCH FOR SEQUENCING O REF REFER TO I .. 8.11 REFER E WALL EMBED SCHEDULE, FOUNDATION DETAILS, AND FRAMING DETAILS FOR ADDITIONAL BOND BEAM LOCATIONS AND REINF REINFORCING AND EDC ATTACHMENT TO I - EMBEDDED ITEMS. REOD REQUIRED SLAB DETAIL 9-S2.1 i ..... 8.12 PROVIDE HORIZONTAL REINFORCEMENT AS INDICATED IN THE CMU WALL REINFORCING DIAGRAM. USE OPEN KNOCK OUT BOND BEAM BLOCK. REVERSE ROOF TOP UNIT (RTU) ""' "" ' .......... - _ DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS, LINO. REV _ - "' - RO ROUGH OPENINGG•8 - 8.13 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATION SECTION 04200 FOR REQUIREMENTS. RTU ROOF TOP UNIT INDICATES AN ADDITIONAL 10 SPRINKLER PIPING UP TO 8" IN SHADED AREAS. - 8.14 INSTALL EMBEDDED STEEL ITEMS FOR OVERHEAD DOORS IN GROUTED CELLS. COORDINATE LOCATIONS OF EMBEDDED ITEMS WITH SCHED SCHEDULE PSF LIVE LOAD ON FRAMING (JOISTS HAVE BEEN DESIGNED FOR AN OVERHEAD DOOR MANUFACTURER. SDI STEEL DECK INSTITUTE REF NOTE 6-S3 ( Y SATELLITE DISH ADDITIONAL LOAD OF 4 PSF IN THIS AREA) SIM SIMILAR \"/ -- 9.0 POST-INSTALLED ANCHORS SJI STEEL JOIST INSTITUTE SOFFIT/CHASE AT 65 PLF ___ \\�� 9.1 POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM C SPECS SPECIFICATIONS ---'-"'-'-"--- REF ARCH FOR EXACT LOCATION F EXHAUST HOOD I I ENGINEER OF RECORD PRIOR USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. REFER TO STRUC STRUCTURAL L---� i i SPECIFICATION 05090 FOR ADDIDI TIONAL INFORMATION. T&B TOP AND BOTTOM THK THICKNESSI I 10.0 SUBGRADE AND BASE _ INDICATES TOP OF BOND BEAM G EXHAUST FAN SPRINKLER PIPING UP TO TO TOP OF 000'-0" ELEVATION AT ROOF BETWEEN i 4" IN NON-SHADED AREAS. i 10.1 THE TESTING AGENCY SHALL VERIFY THE SUBGRADE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD TOC TOP OF CONCRETE CMU CONTROL JOINTS PREPARATION. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBGRADE TO IDENTIFY TOF TOP OF FOOTING INDICATES CONCENTRATED UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL RECOMPACT OR REMOVE AND REPLACE SOFT AREAS AS TDGB TOP OF GRADE BEAM • LOAD ON TOP CHORD OF I I DETERMINED TO BE UNACCEPTABLE BY THE TESTING AGENCY. THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER. TOM TOP OF MASONRY INDICATES MASONRY CONTROL JOISTS: REF NOTE 11-S3 I I 10.2 THE TESTING AGENCY SHALL VERIFY THE AGGREGATE BASE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE GENERAL TOP TOP OF PAVING -/ JOINT PAD PREPARATION JUST PRIOR TO PLACING THE SLAB. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF STRUCTURAL TOS TOP OF STEEL I I ROLLING OF THE BASE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL REPAIR SOFT AREAS AS TOW TOP OF WALLJ INDICATES CONCENTRATED LOAD B - - ------ - DIRECTED BY THE TESTING AGENCY. RUTTING DUE TO PROOF ROLLING DEEPER THAN 1/2 INCH IN THE BASE SHALL BE UNACCEPTABLE. TRANS TRANSVERSE 1wJOIJOINT, REF� INDICATES M ARCH FOR DETAILSRY * REF NOTE 5-53 THE 10.3 NOTIFY IMMEDIATELYSTING YTHEALL PROVIDE A REPORT TO THE OWNER AND THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUALNEER STATING SOIL CONDITIONSEAREBGRADE FOUND.AND BASE IS ACCEPTABLE. INFORMATION TYP TYPICAL LINO UNLESS NOTED OTHERWISE 10.4 PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, AT VERT VERTICAL p� INDICATES JOIST GIRDER SHALL NO CBT TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. a W WIDTH INDICATES SPECIAL WALL SECTION (�) NOT HAVE A VERTICAL WEB 10.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. REF DETAIL 8-S7 FOR SIZE AND MEMBER AT THE CENTERLINE mWP WORK POINT KLM OF EACH JOIST 10.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. a ITEMS IN LEGEND MAY NOT OCCUR ON ALL PLANS 042911 SO-001 G LEGEND 2 S LOADING PLAN GENERAL NOTES ABBREVIATION LIST SPRINKLER PIPE (� 1 NTX 072911 SPANNER SHFL I: v NTS '-- NTS 062609 SO-003 X33''1 SO-002so w n SHEET NOTES ® 8 -.1. REFER TO SHEETS SO, S4, AND S4.1 FOR GENERAL 3. "BL" DENOTES CMU BLOCK LINTEL. REFER TO CMU 5. DESIGN JOIST FOR AN ADDITIONAL CONCENTRATED 7. REFER TO JOIST SCHEDULE NOTES AND RTU 10. DIMENSIONS LOCATING THE RTU'S/AHU'S WITH A 12. NOT USED 15. JOIST PARALLEL TO ROOF LATERAL DRAIN LINES 16. DESIGN JOISTS IN HATCHED AREA FOR (5) 250 AB 19. NOT USED. S FRAMING PLAN FOR RTU AND AHU JOIST LOADS AND 3 ARE APPROXIMATE AND CONTRACTOR MAY SHALL BE DESIGNED TO SUPPORT AN ADDITIONAL POINT LOADS APPLIED TO THE TOP CHORD SPACED AT NOTES AND DESIGN CRITERIA. LINTEL SCHEDULE FOR SIZE AND REINFORCING. LOAD APPLIED TO THE TOP CHORD WHERE SHOWN BY ( ) 20. DRAINLINE SHALL BE SUPPORTED FROM THE TOP o 3 THE • ON ROOF FRAMING PLAN. REF JOIST SCHEDULE 13. PROVIDE JOIST BOTTOM CHORD EXTENSION AND LOAD OF 70 PLF APPLIED TO THE TOP CHORD. JOISTS 2'-0. OC AT ANY POINT ON THE JOIST. REF DETAIL ¢ < DIMENSIONS. ADJUST LOCATION OF CURBS TO THE NEAREST JOIST s CHORD OF THE JOISTS THAT HAVE BEEN DESIGNED 2. NOTE TO GENERAL CONTRACTOR: REFER TO 4. NOTE TO JOIST MANUFACTURER: PROVIDE NOTES, AND RTU FRAMING PLAN FOR ROOF LOADS AND PANEL POINTS. ALL OTHER RTU AHU LOCATIONS WEB AS REQUIRED FOR SUPPORT OF SOFFIT FRAMING. PERPENDICULAR TO ROOF LATERAL DRAIN LINES 5-54.1 FOR JOIST REINFORCEMENT AS REQUIRED. o SECTION 05120 OF THE CONTRACT SPECIFICATIONS STANDARD BRIDGING COMPLYING WITH THE APPLICABLE DIMENSIONS. / SHALL BE DESIGNED TO SUPPORT AN ADDITIONAL FOR THE ADDITIONAL LOAD, REF 5-54.1 FOR < 8. REF ROOF DIAPHRAGM CONNECTION DETAIL 9-54 CANNOT BE MOVED. IF CURB EDGES ARE NOT WITHIN REINFORCEMENT WHERE REQUIRED WHERE HANGERS FOR OWNER SUPPLIED STRUCTURAL STEEL. ALL OTHER STEEL JOIST INSTITUTE SPECIFICATIONS TYPICAL FOR FOR DECK ATTACHMENT TO ROOF FRAMING MEMBERS 3" OF A JOIST PANEL POINT. REINFORCE JOIST PER 14. JIB CRANE ASSEMBLY FURNISHED BY WAL-MART. CONCENTRATED LOAD OF 550 LBS IS EACH LOCATION 17. OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED STRUCTURAL AND MISCELLANEOUS STEEL NOT GRAVITY AND UPLIFT LOADS SUPERIMPOSED N ALL 6. FRAMING IN SHADED AREA IS DESIGNED FOR 10 PSF AND DECK FASTENER TYPE, SIZE AND SPACING. FULLY GROUT AND R TO ONE CELL T EACH SIDE THE DRAIN LINE INTERSECTS THE JOIST. THIS NOTE IN JAMB AREA ADJACENT TO EDGE OF SCUPPER DO NOT OCCUR WITHIN 3. OF PANEL POINT. R DETAIL 5-54.1. PROVIDED UNDER SECTION 05120 SHALL BE PROVIDED JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED COLLATERAL LOAD IN ADDITION TO ROOF LIVE LOAD OF CRANE SIZE BARS TO MATCH VERT WALL REINF. ONLY APPLIES TO DRAINS ALONG GRID 1 AND 10. OPENINGS. REF 2-S4 FOR WIDTH OF JAMB. BY THE GENERAL CONTRACTOR AS NOTED IN SECTION BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD SPECIFIED BY CODE, (FOR WEIGHT OF MERCHANDISE 9. REF ARCH SHEET A4 FOR EXACT QUANTITIES AND „_ DESIGN JOIST FOR ADDITIONAL 200 LB REF ARCH FOR LOCATION. DRAIN AND DOWNSPOUT SIZES AND LOCATIONS PER 21. JOISTS ALONG GRIDS A. A.2, A.3, B• C. D. E, F, Wm 05500 OF THE SPECIFICATIONS. HORIZONTAL BRIDGING IS DISCONTINUOUS. DO NOT SUSPENDED FROM BOTTOM CHORD OF JOIST) SECTION LOCATIONS OF SKYLIGHTS. CONCENTRATED LOAD FOR EXHAUST HOOD. DRAWINGS SP1, A4 AND P1. 18. SKEW JOIST FROM GRID J-8 TO GRID H.9-8.8. F.B, I AND J SHALL SI DESIGNED FOR AN A%IAL TENSION OR COMPRESSION FORCE OF KIPS LOCATE BRIDGING BELOW SKYLIGHTS, WHERE POSSIBLE. 5-54.1 APPLIES. APPLIED TO THE TOP CHORD AND SHALL L BE CONNECTED PER 3-S5.1 UNLESS NOTED OTHERWISE. JOIST GIRDER DESIGNER NOTE: JOIST TOP CHORD WIDTH TO BE 5• MINIMUM. DO NOT PLACE A GIRDER VERTICAL WEB MEMBER BELOW JOIST LOCATIONS AT W $ GIRDERS MARKED WITH (•) TO AVOID A CONFLICT WITH THE LIGHTING 55'-8" 20'-0" I 24'-10" 35•-2• 30'-0• 30•-0• 30'-0• 30'-0• 25'-0• 25'-0" 30'-0• 30'-0• 51'-8" - I I I I I I I I I I I W 118'-0• 119•-4• 119'-4- I' 120'-0• , 114'-8• ,I 114'-8• ,I 114''-8•• ,I 13104' 30'-0• 24'-0• '•--08••• ',I 13104•--08•-• I 12134'--48••• 11184•'-'-88•"• I 114''-8•• I 12164'--08••' 2I''-8•• 37'•-4-• CMUFOCJ DREETFAILARCH CMU CJ REF ARC ' 24-0 24-8 '- • ' • , 31�Ss FOR DETAILS sp$�Agog€y"I o.X55bjbb5 120'-O• o u"N $:gO UO'<'B U _ - I 1 _ w I W I w ' 7;z �_ U < N<� ~�^€�¢�i'"� g��omG$b�s WzWW�yi� a <1� I� m m I I I nim I m I ��wmm v' rcrn Nb<v~ uoKW ' m ml I ml I OI a C3 NREF NOTEm#143 I �O U OBL BL BL r BL - _- _ _-_ /J3 g/ I J36 "' 37: .:::: 8': :::.:::4::..:::: :13 J J J IM 0 m . .... . .. 0 ..... ..... I -S a o I I m m N J I WX. � ... ..... .. 0 I m <a c V) u I -55.1 M nmi �... 3• ' -I ap w o O m J Y m m W I m 2 I I I N C = 25 IPS '•:' ��. � N ,p ::'.W.:::::: :::.�.�.�:: m N. i cn OH => 4.�:::::::::.�::::.�::. �:�:::•:: Si :':.'::::::: ....:.'::.::- .:.....::::.::...:..::::..::: I �� o e I ro 11-S5.1 m W 18' .................. .................. _ .................. a o I ....... .. . ................................. ................ ......... m n O O m k r.EF rOTE is N --------- - ------- - - H - - --- - - --- - , - - - -I - , J J3 4 3 J71 . ri :'::REF NOTE r016:'.� :: :. 4 I� / � C �m m J7 C ' ,i4i:i 'r:{.: rarer :. SATELLITE::. 0 In ED < 4 REF ARCH FOR DISH 4 - �'L ) 0.8 _ N _ _-_-_ 31111f J IP _ ROOF HATCH ' 4 2Ti I m 3 Y ✓! w Lo M F 2=3 I WO I � � � � " N O Z O - -- -_--- - --- C = 39 KIPS • 15-3• •-1"t 2 n m aLLI � nN� � 4 m SLOPEFSLOP�E m � , U •� 2 I < m n I < OI II MO1 1� O y. ...r m p CIT ND C 2RTU14 n d 20 TN 20 TN n � w w I � n p N n -11 t m n • I " ___---_ _ _ _ _ _--IDC F - - -------- - --- s R 13 I .•. O " N A U2 ' METAL ROOF DECK n " [ 'in T R „ 1 1/2"x18 GA IN ISSUE BLOCK II HATCHED AREA m " , REV p 07-12-12 u a 7TYP m REF ARCH FOR SCUPPER m e n N n OPENING LOCATIONS. o �' 2 REV 12 03-14-13 < < PROVIDE REINF PER 2-S4 I W N ) C ND B AT OPENING. TIP N m 3 ADD #4 04-01-13 R K - ' ' Q4 CCD #3 01-24-14 I m o- 5-SS 5-S5.1 COD m 4-SS ' I GRID 5 < - E T ` OND A _ J _ _ _ _ _ _ _ _-_-_ a lel ------ -- -- 13'-l'± m Tr n _ METAL OOF DECK 13-1 t 1 w Ij REF 9-S4 30 TN - U O 0 42'-0- m N a O 54.3 < w EF m n n �/,'��` CHECKED BY: WKH m • • - - _ _ --- - - - - o - _� U ) DRAWN BY: �- -- - - - - m FILE NAME: `oI I 5-SS 4-55 2-55.1 m PROTO CYCLE: 012712 N < N -o• a'-1o•3 < N a "� '� GRID I DOCUMENT DATE: 041012 „m� O N ' ' "<•� REF NOTE a ii n w � 09. TYP I m ¢ n 7-S5 " O - -- - - - - - --- a U1 TIP 111 Ell • ° - - - ------------- of - - o • 14'-8"3 SLOPS • SLOPE 4'-11• 14'-11.3 ° FOR 50 KIP TOP n C -DESIGN JG ON GRID 8 SION a REF m II OR COMPRESSIONzj_\i CHORD AXIAL LOAD v NOTE #3� 2-55.1 „ Z <a. RTLIA o J TIP ,� m RTU10 n m < n m o 20 fO, m �{ 20 TON m n a O O w I a'-0" < u m , III m REF 2 vNi NOTE #13 15'-0• m ' ~ � DESIGN JG N GRID 2 - - - - - - - - - - - - 0 FOR 50 KIP TOP _ , , _ • ----< CHORD AXIAL TENSION 21 -6 10'-5- < m 0 OR COMPRESSION LOAD - aI as <a a 1 TON r; #.R� .2 . ON a .� .a . ' 12 Oyu 4 a o ao N W Qo 2 18-4• J ' I I N w I I f n n N N n • " EF m 2 J73 28 8 28 9 J3 RTU7 i A.3 - - ------- - i - ----- - - - - - c - A.3 o /J \ 3 ' J J 4-S5 o nm 4 A.2 - - I m VI I ass ---- - - -- - - - - - ^ - A e BI, BL N � I N I N H BL BL m N i N ~ Loll REF NOTE 2 N N IIO O O O 0 I - w ii54 i' - - m - I I� 3 1� I n L) .�-v I - BL -BL BL BL l ' I l ' ' ' ' A.0 a� I --- ----------- I 4< I I I I N' I I I I mm �---j.---- --�--�� -�---- ------�- - WQ W S6 w ' ' ' ' DESIGN SPECIFIED JOISTS S6.' o U DESIGNER NOTE: 0 w THE SPECIFIED ADDITIONAL AXIAL LOAD FOR JOIST I I I ADDITIONAL JOIST ORDERS SCFOR AND JOIST GIRDERS SHALL BE THE MAXIMUM I OR TENSION FORCES OF " OMPIR WORKING STRESS WIND CE SEISMIC BASE T OR i I I APPLIED TO THE TOP C I I I I I ROOF MAXIMUM SEISMIC FORCE (Em) LOAD PER THE APPLICABLE BUILDING CODE. FRAMING I 118'-0• 119'-4• 19•-4- , 120•-0• ; 121 -4• ; 122-8• I 122-8• ; 121 -4- I 121 -4. 120•-8 I I I I PLAN I I I I ' 114'-8• I 114'-8• l 114'-8• I 114-8• 118'-8"1 CMU CJ REF ARC 29,-4" 21'-4' 121'-4" , 48'-0" 47'-4" 26'-8" 34'-0" 40'-0" 26' 0• 2'-0' 0'-B" 30'-0• 32'-0• CMU CJ REF ARCH ALL DIMENSIONS ARE a FOR DETAILS I I I i I I l 1 I I 1 I I 1 FOR DETAILS n I I�I�� TO FACE OF CMU N _ UNLESS NOTED OTHERWISE a 55'-8• I 20'-0• , 60'-0• L 29'-10• 30'-2" 30'-0 30'-0• 25'-0• I,12'-2"I,12'-10• 30'-0• 30'-O• � 51'-8" n �I a FRAMING PLAN SHEET: 1 2 3 4 4.4 5 5.5 6 6.5 6.8 7 7.5 8 9 n N OR GREATER PROVIDE JOIST REINF IN ACCORDANCE JOIST SCHEDULE ® 0 S WITH THIS DETAIL FOR ALL CONCENTRATED MARK JOIST SIZE UNIFORM GRAVITY LOADS (PLF) SNOW DRIFT INFORMATION DIAGRAM NOTES q 8 RI CONCENTRATED LOADS IN EXCESS OF 150 POUNDS 9 < STRUCTURAL CURBS REF ROOF DEAD LOAD LIVE LOAD PONDING LOAD SNOW LOAD 51 (PLF) X (FT) NUMBER LOAD REF NOTE RTU JOIST FRAMING PLAN (DL) (LL) (PL) (SL) 0 SIZE WIDTH LOAD OPPOSITE EDGE OF CURB ¢ 'f - J1 30KSP 74 115 - 409 - - 2 1,2,5 < 3-5 TON 6'-2" 400 LBS 'o z I J2 30KSP 78 120 - 180 528 20 1,2 1,2,5 R SHALL BEAR ON JOIST 0 o 10 TON 6'-10" 600 LBS ow ~ice i J2A 30KSP 102 120 - 180 533 20 1,2 1,2,5 a w J3 3OKSP 103 121 - 424 - - 2 1,2,5 20 TON 6'-11' 1000 LBS ��¢ 3' TYP J4 30KSP 74 115 - 424 - - - 1,2,5 r y AHU 16'-8" 1700 L85 CL OF _ _ _ _ to _ _ _ J5 30KSP 78 120 - 180 - - 1 1,2,5 O J5A 30KSP 102 120 - 180 - - 1 1,2,5 LL RACK A 32'-3" 2000 LBS AN JOIST ¢ RACK B & C 27'-3" 2000 LBS INSTALL HEADERS u J6 30KSP 103 121 - 424 - - - 1,2.5 ,: u EVAP 3'-9-1/2- 400 LBS PER SECTION 1 N J7 30KSP 105 123 - 435 - 1,2,5 g _______--- _ _ _ ______ CONCENTRATED - - - 1,2.5 NOTES: LOAD REF NOTE J8 30KSP 74 115 = 444 _ - 1 1,2,5 REF SPECIFICATIONS i. INSTALL STRUCTURAL CURBS, HEADERS, AND FOR STRUCTURAL CURB TYP EACH J9 30KSP 78 120 180 FRAMES AND WELD TO SUPPORT STEEL CL OF I 3 16 1 1 2 _ _ _ _ BEFORE DECK IS PLACED. Jam-- END EACH 3 16 1 1 2 3" OR J9A 30KSP 78 120 337 1,2,4,5 JOIST - - - - - - - ANGLE J9B 30KSP 102 120 - 337 - - - 1,2,4,5 GREATER 2. ADJUST LOCATION OF RTU SO CURB FALLS I J10 30KSP 104 122 - 184 238 9 1 1,2,5 tIr REF SCHEDULE FOR I I bg WITHIN 3 INCHES OF JOIST PANEL POINTS. IF GENERAL CONTRACTOR H PROVIDE AND INSTALL FIELD JiOA 30KSP 104 122 - 433 - - - 1,2,5 w o_w gB8 € 5 RACK LOAD, REF SHEET I I B-�' s"lyg S CURB IS MORE THAN 3 INCHES FROM PANEL 6 EQUAL SPACES RACK A STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL I5 A k i0 53 FOR LOCATIONS ( ) J11 3OKSP 78 91 - 137 361 18 1 1,2,5 <F��55 �db ' PANT ADD REINFORCING PER JOIST LOCATIONS WHERE CONCENTRATED LOAD DOES NOT ¢ s < 5 EQUAL SPACES (RACK B k C) J12 3OKSP 96 113 - 169 445 18 1 1,2,5 o kA; <w�wgFE REINFORCING DETAIL. OCCUR WITHIN 3' OF A PANEL POINT INSTALL ANGLE LL b gg $P W WITH ONE END AT LOCATION OF LOAD AND OTHER END J72A 30KSP 96 113 - 439 - - - 1,2,5gg � ,;,`s3WB81,3> 3. GENERAL CONTRACTOR SHALL COORDINATE RTU AT A PANEL POINT ON THE OPPOSITE CHORD TIP J13 30KSP 74 115 - 444 - - - 1,2,3,5 O w"W pp'ff g":bg�''oIF DIMENSIONS AND FRAMING LOCATIONS WITH ig�okwAB`; g=6 THE STEEL FABRICATOR, MECHANICAL AND COMPRESSOR RACK STRUCTURAL CURB J13A 30KSP 78 120 - 458 - - - 1,2,5 . �`0 ERECTION SUBCONTRACTORS. JOIST REINFORCING J14 30KSP 78 120 - 180 - - 1 1,2,5 a .6w JOIST GW SHORT DIM 3/4' = 1'-0" 062471 s4_1-005 J74A 30KSP 77 118 - 430 - - - 1,2,5 '4'ffi$i° bl 885` i 4. HEADERS ARE REQUIRED FOR STRUCTURAL BOLT SCHEDULE J15 30KSP 104 122 - 184 - - 1 1,2,5 b$ a CURBS WHEN THE CURB DOES NOT SPAN OF CURB MINIMUM ATTACHMENT SHALL BETWEEN TWO JOIST OR THE CURB z BE (2) 1/8"x1 1/2" FILLET WELD J16 3OKSP 96 113 - 169 - - 1 1,2,5 o SECTION BOLTS PER PLATE LENGTH CANTILEVERS MORE THAN TWO FEET OVER THE N OR (2) /12 TEK SCREWS AT MEMBER J16A 30KSP 96 113 - 439 - - - 1,2,5 JOIST. HEADERS ARE REQUIRED AS SHOWN FOR EACH CONTACT POINT - - - - J16B 30KSP 96 169 495 1,2.5 ANUS AND RACKS. 2� �__ -- CL OF JOIST WB 2 5 1/2" COLUMN TYP i J16C 30KSP 96 169 - 225 - - 1 1,2,5 5. REF DETAIL 1 FOR CONNECTION OF DECK J17 30KSP 74 115 - 444 - - - 1,2,5 W10 2 5 t 2' BEAM i PARALLEL TO CURB, WHERE REWIRED. I I �� J18 3OKSP 77 118 - 430 - - - 1,2,5 7 m o ¢ REF SPECIFICATIONS FOR W12 3 8 1 2" SECTION '*� J19 3OKSP 102 120 - 180 528 20 1,2 1,2,5 F 6. DO NOT INSTALL STRUCTURAL CURBS ON TOP O v SIM < x I I -- a STRUCTURAL CURB, CENTER W14 3 8 1/2- i _ _ _ z OF DECK. z ;o f I CURB ON JOIST SPACE i- i' J19A 3OKSP 77 118 430 2 1,2,5 a 0 4 M J20 3OKSP 104 122 - 184 539 21 1,2 1,2,5 0 W16 4 11 1 2' S i6 �� ' 7. STEEL SUPPLIER TO FURNISH STOCK ANGLE SECTION TYp -- _ FOR FIELD FABRICATED FRAMES. I W18 5 P-2 1/2- 5 76 PLATE 3/8"x4" J21 30KSP 96 113 769 495 21 1,2 1,2.5 z _ CL OF JOIST REF ROOF DIAPHRAGM REF BOLT SCHEDULE J22 3OKSP 96 113 - 439 - - 2 1,2,5 0 ---�- CONNECTION DIAGRAM W21 6 1'-5 1 2' 8. REF SPEC SECTION 07721 AND MECHANICAL AND SCHEDULE FOR 3/4' DIA A325 FOR LENGTH J23 3OKSP 29 45 - 196 - - 2 1,2,5 ROOFTOP HVAC UNIT SCHEDULES FOR RTU SKYLIGHT ATTACHMENT TYPE AND W24 7 1'-8 1/2- BOLTS, TYP LINO J24 30KSP 29 45 - 199 - - - 1,2,5 ANCHORAGE. STRUCTURAL CURB 1/8 106 SIZE. LOCATE AT 6" OC W27 8 V-11 1 2" J25 30KSP 29 45 - 209 - - - 1,2,5 9. UNIT WEIGHT HAS BEEN INCLUDED IN LOADING J26 3OKSP 29 45 - 209 - - - 1,2,5 C W30 9 2'-21 2" u7 FOR CONSTANT SHEAR JOIST. SECTION J27 3OKSP 29 45 - 162 - - - 1,2,3,5 GENERAL CONTRACTOR TO BOLT SCHEDULE J28 30KSP 37 57 - 259 - - - 1,2,5 PROVIDE L1 1/2x1 1/2x1/8 A J29 30KSP 37 57 - 259 - - - 1,2,5 RI WHERE REQUIRED 1/8 106 `'F NTS 033007 S4_'-004 J30 14KSP 37 57 - 259 - - - 1,2,5 00 O DETAIL 1 J31 30KSP 52 61 - 253 - - 2 1.2,5 REF ROOF J32 3OKSP 93 109 - 396 - - - 1,2,5 OPPOSITE EDGE OF CURB FRAMING PLAN SHALL BEAR ON JOILn ST kF: S MEMBER REQUIRED AT OPENINGS J33 30KSP 53 62 - 260 - - - 1,2,5 w M F =i R THAN 10'x10' INCLUDING J34 3OKSP 53 62 - 260 - - - 1,2,5 REF SCHEDULE FOR AHU a ST FANS AND ROOF DRAINSLOAD. REF SHEET S3 I w I J35 30KSP 48 56 - 255 - 1,2,5 OFOR LOCATIONS I O 3" TYPF JOIST JOIST GIRDER SCHEDULE J36 30KSP 48 56 - 255 - - - 1,2,50J37 30KSP 48 85 - 283 - - - 1,2,5CL OF w FABRICATE FRAMEJOIST LSx3x1/4 (LLV) J38 3OKSP 48 85 - 283 - - - 1,2,5 Q WINSTALL HEADERSI MARK DEPTH GRID PANEL POINT LOAD (DEAD LOAD+ROOF LIVE LOAD) GRID NOTES J39 30KSP 48 56 - 255 - - - 1,2,5J40 3OKSP 38 59 - 254 - - - 1,2,5PER SECTION 1 --- ---- ---- �-- N (n,n (IN) (KIPS) J41 30KSP 38 59 - 254 - - - 1,2.5REF SPECIFICATIONS O' F JOIST JG1 60 A.1 18.45 18.45 18.45 18.45 11.57 1157 - - - - B 1,2,3,4 J42 30KSP 38 59 - 254 - - 2 1,2,5 0FOR STRUCTURAL CURB w - JG2 60 A.1 20.55 20.55 21.15 21.35 10.52 10.32 - - - - B 1,2,3,40 J43 14KSP 74 115 - 172 298 12 1 1,2,5 ECL OF _ _ _ _ _ JG3 60 A.2 23.33 23.33 33.73 34.53 24.61 23.81 - - - - B 1,2,3,4 J43A 2 14KSP 74 115 - 172 298 12 1 1 2,5 1m JOIST JG4 60 A.3 32.95 33.75 33.35 32.15 - - - - - - B 1,2,3,4 J438 14KSP 70 107 - 148 - - - 1,2,50 TYP JG5 60 B 10.37 10.37 10.37 10.37 10.37 10.37 10.37 - - - C 1,2,3,4 J44 4KSP 33 50 - 102 - - - 1.2,5 z ^w OPENING IN ROOF JG6 60 B 10.32 10.32 10.32 10.32 10.32 10.32 10.32 - - - C 1,2,3.4 J45 30KSP 74 115 - 172 - - 1 1,2,5 0 EQ EQ to EO w w JG7 60 B 15.48 15.48 15.48 17.48 17.48 17.48 15.48 - - - C 1,2,3,4 J45A 30KSP 74 115 - 149 - - - 1,2,5 LARGER THAN 10 x10 W RI JGI3 60 B 15.48 15.48 15.48 16.48 16.98 16.98 15.98 - - - C 1,2,3,4 J46 30KSP 30 50 - 102 - - - 1,2,5 JG8A 60 B 14.19 14.19 14.19 14.19 17.19 17.19 17.19 - - - C 1,2,3,4 J47 3OKSP 74 115 - 149 - - 2 1.2.5 ISSUE BLOCK REF ROOF JG9 60 B 19.57 19.57 19.57 19.57 21.57 21.57 21.57 - - - C 1,2,3,4 J47A 30KSP 74 115 - 149 - - 2 1.2.5 AHU STRUCTURAL CURB FRAMING PLAN JG10 60 C 12.92 12.92 12.92 10.37 10.37 - - - - - D 1.2,3,4 J47B 3OKSP 70 107 - 148 - - 2 1,2,5 1 REV 11 07-12-12 0 - - - - - J48 3OKSP 33 50 - 102 - - 2 1,2,5 G\T� Pi z JG11 60 C 14.57 14.57 14.57 10.32 10.32 - - - - - D 1,2,3,4 REV 03-14-13 RI m O REF SCHEDULE FOR J49 14KSP 78 120 - 180 298 12 1 1,2,5 2 JG12 60 C 15.88 15.88 15.86 15.48 15.48 D 1,2,3,4 LLD c~i� JOIST LOAD AT EACH JG73 60 C 15.48 15.48 15.48 15.48 15.48 - - - - - D 1,2,3,4 NOTES: 3 CCD 03 01-24-14 REF ROOF Jl fw CORNER OF CURB 1. A. UNIFORM GRAVITY LOADS ARE TABULATED FOR EACH JOIST AS FOLLOWS-FRAMING PENS u JG13A 60 C 14.19 14.19 14.19 14.19 14.19 - - - - - D 1,2,3,4 DEAD LOAD (DL) = ROOF DEAD LOAD (REF SHEET SO) CL OF _ __ JG14 60 C 19.57 19.57 19.57 19.57 19.57 - - - - - D 1,2.3.4 LIVE LOAD (LL) = ROOF LIVE LOADS (REF SHEET SO) z REF SCHEDULE FOR JOIST I I JG75 60 D 10.37 10.37 10.37 10.37 10.97 10.97 - - - - E 1,2,3,4 SNOW LOAD (SL) = SNOW LOADS (REF SHEET SO) INSTALL HEADERS O JOIST LOAD AT EACH PER SECTION 1 ��`+ I I JG16 60 D 10.32 10.32 10.32 10.32 10.32 15.02 - - - - E 1,2,3.4 PONDING LOAD (PL) = PONDING LOAD (REF SHEET SO AND DIAGRAM p2) w 3" TYP CORNER OF CURB I I w JG17 60 D 15.48 15.48 15.48 15.48 15.48 20.18 - - - - E 1,2,3,4 SNOW DRIFT LOADS SHALL BE USED IN CONJUNCTION NTH DEAD AND SNOW LOADS ONLY (DL+SL). CL OF N UI _ I I �_ JG18 60 D 15.48 15.48 15.48 15.48 15.48 15.48 - - - - E 1.2,3,4 PONDING LOAD SHALL BE A LIVE LOAD IN ADDITION TO THE UNIFORM ROOF LIVE LOAD. PONDING LOAD SHALL NOT BE INCLUDED WITH SNOW LOADS. JOIST INSTALL HEADERS I I O JG18A 60 D 14.19 19.29 19.29 19.29 14.19 14.19 - - - - E 1,2,3,4 B. IN ADDITION TO THE ROOF UNIFORM GRAVITY LOADS, DESIGN SPECIAL JOISTS TO ACCOMMODATE THE SNOW DRIFT LOADS SHOWN IN THE JOIST o PER SECTION 1 I I N _ _ _ = SCHEDULE. RTU LOADS. SOFFIT LOADS. AND ANY OTHER CONCENTRATED OR DISTRIBUTED LOADS INDICATED IN THE 4 � JG79 60 D 19.57 22.12 22.12 22.12 19.57 19.57 E 1,2,3,4 SECTION CL OF I I o JG20 60 E 10.37 10.37 10.37 10.37 10.37 10.37 10.37 11.69 12.07 F 1.2,3,4 JOIST DIAGRAMS OR FRAMING PLANS. N JOIST o JG21 60 E 16.72 24.52 24.52 24.52 17.57 17.57 23.52 23.52 28.62 F 7,2,},4 C. RTU LOADS ARE PROVIDED IN THE RTU SUPPORT FRAMING PLAN. REF 1-S3, AND 3-S4.1 FOR LOCATIONS. O' SECTION JG22 60 E 23.93 26.88 25.68 25.68 24.00 24.00 24.18 24.18 24.60 - F 1.2.3,4 D. ALL LOADS SHOWN ON THESE DIAGRAMS AND ON OTHER DRAWINGS ARE DESIGN WORKING LOADS FOR WORKING STRESS DESIGN WITH REF SPECIFICATIONS -- ----- w - THE APPROPRIATE BUILDING CODE LOAD FACTOR ALREADY APPLIED- NO INCREASE IN STRESS OR LOAD REDUCTION IS ALLOWED FOR WAND FOR STRUCTURAL CURB O -- ----- JG23 60 E 16.08 76.08 15.46 15.18 15.48 75.48 15.48 15.78 15.78 F 1,2,3,4 CL OF U REF SPECIFICATIONS JG23A 60 E 14.19 14.19 14.19 14.19 14.19 14.19 14.19 15.39 15.39 - F 1,2,3,4 OR SEISMIC LOAD COMBINATIONS. ALL ADDITIONAL SPECIFIED AXIAL LOADS ARE TO BE ADDITIVE TO FULL GRAVITY AND FULL UPLIFT LOADS JUST- - -- FOR STRUCTURAL CURB 3" TYP JG24 60 E 19.57 19.57 19.57 19.57 19.57 19.57 19.57 19.57 19.57 - F 1,2,3,4 TO PRODUCE THE WORST CASE CONDITION. JG25 50 F 13.39 11.29 11.29 11.29 11.29 11.29 - - - - F.8 1,2,3,4 E. THE LIVE LOAD DEFLECTION LIMIT IS L/240. CHECKED BY: WKH Z F. PROVIDE 5" JOIST SEATS AT ALL JOISTS. LINO. DRAWN BY: -0 CL OF _ _ _ JG26 60 F 21.08 17.25 25.75 24.48 24.48 75.98 = _ _ = F.8 1,2,3,4 G. WHERE JOISTS ARE PARALLEL TO AND NEAR WALLS, 50 FEET OR LESS IN LENGTH, PROVIDE A MAXIMUM 1 2 CAMBER AND FOR JOISTS JOIST JG27 60 F 21.52 26.19 30.19 25.69 25.69 21.09 F.8 1,2.3.4 / " FILE NAME: rn W z0 JG28 60 F 15.88 15.88 15.88 17.08 17.08 15.88 - - - - G 1,2.3,4 GREATER THAN 50 FEET, PROVIDE A MAXIMUM 3/4' CAMBER. JG28A 60 F 14.55 14.55 14.55 15.55 15.55 14.55 - - - - G 1,2,3.4 H. REF ADDITIONAL COLLATERAL LOADS DIAGRAM FOR SOFFIT AND RTU LOADS IN DESIGNATED AREAS. THESE LOADS WILL COVER ALL 10 TON PROTO CYCLE: 012712 RTU f WSHP - - - N VT JG29 50 F 19.27 19.27 19.27 20.77 20.77 19.27 G 1,2.3,4 OR LESS RTU LOADS AND ANY SOFFIT LOADS THAT RUN PERPENDICULAR OR DIAGONAL TO THE JOISTS AS SHOWN ON THE ROOF FRAMING PLAN. DOCUMENT DATE: 041012 STRUCTURAL CURB JG30 60 F.8 19.94 19.94 10.16 - - - - - - - G.8 1,2.3.4 WHERE THE SOFFIT RUNS PARALLEL TO THE JOISTS. DESIGN THE JOIST BOTTOM CHORD FOR AN ADDITIONAL 65 PLF UNIFORM LOAD. JG31 60 F.8 13.95 13.95 21.39 21.01 20.48 - - - - - H.1 1,2.3,4 2. JOIST SHALL RESIST THE MOST CRITICAL EFFECTS FROM THE LOAD COMBINATIONS LISTED IN THE APPLICABLE BUILDING CODE. VARIES 20 TON RTU UMP JG32 60 F.8 17.31 17.31 24.75 24.75 24.75 - - - - - H 1.2.3.4 3. JOIST AT SIDEWALLS SHALL BE DESIGNED FOR A HORIZONTAL LOAD FROM NAND APPUED TO THE BOTTOM CHORD BY COLUMN BRACE. PACKAGE/FLUID COOLER JG33 60 G 17.26 17.26 17.26 17.26 - - - - - - H 1.2,3,4 REF SECTION 11-S5.1 FOR DETAILS. STRUCTURAL CURB JC33A 60 G 15.82 15.82 15.82 15.82 - - - - - - H 1.2,3.4 4. JOISTS SUPPORTING THE CONDENSER RACK FRAME POST SHALL HAVE A MAXIMUM TOP AND BOTTOM CHORD WIDTH OF 7" TO ALLOW CL OF JOIST REF ROOF DIAPHRAGM JG34 60 G 20.95 20.95 20.95 20.95 - - - - - - H 1,2,3,4 FOR PROPER INSTALLATION OF POST SUPPORT ANGLES. REF 2-S4.3. REF ROOF IAPHRAGM REF SPECIFICATIONS CONNECTION DIAGRAM JG35 60 H 4.31 13.24 13.24 13.24 14.24 26.44 26.44 25.44 25.44 - J 1,2,3,4 5. MIN TOP CHORD WIDTH OF 6" FOR JOISTS SUPPORTING RTU'S AND AHU'S. IF TOP CHORD WIDTH SUPPORTING RTU'S AND AHU'S IS GREATER REF SPECIFICATIONS CONNECTIO DIAGRAM AND SCHEDULE FOR AND SCHED LE FOR FOR STRUCTURAL AND JG36 60 H 17.57 17.57 17.57 17.57 34.66 34.66 33.76 33.76 - - J 1,2,3,4 THAN 9" COORDINATE HEADER OFFSET WITH STEEL SUPPLIER. FOR STRUCTURAL AND ATTACHMENT TYPE AND ATTACHMENT TYPE AND NON-STRUCTURAL CURBS JG36A 60 H 17.65 17.65 17.65 17.65 33.09 33.49 32.89 32.49 - - J 1.2,3.4 PROVIDE TOP AND BOTTOM BRIDGING PER SJI 150-CMU NON-STRUCTURAL CURBS *SIZEJL,CATE AT 6" OC SIZE. LOCA AT 6" OC JG37 60 H 24.04 24.64 24.64 23.44 31.54 32.14 32.14 32.54 - - J 1.2,3,4 REQUIREMENTS. DO NOT WELD BRIDGING CONTRACTOR NOTE: HEADERAT 12" MAX OC TO WEB MEMBERS. DO NOT LOCATE BRIDGING BRIDGING AND WEB MEMBERS ARE NOT DESIGNED L5x3x1 4 LLV T 12" MAX OC JG38 60 A.3 9.64 9.64 9.64 9.64 - - - - - - B 1,2.3,4,5 BELOW SKYLIGHTS, WHERE POSSIBLE. CROSS MEMBER 1/8 1 1/2 ALONG SUPPORT (NO HEADER AT SIM) 2 ANGLE SUPPORT JG39 48 A 8.43 9.03 10.00 9.40 8.71 8.71 - - - - B 1.2.3,4 FOF ANY OR DTYPE SHALL BE MADE TO BRIDGING ORS OTHER THAN AXIAL. NO NGLE JG40 48 A 14.00 14.40 15.76 15.36 14.66 14.66 - - - - B 1,2,3,4 JOIST WEB MEMBERS. ALL LOAD ATTACHMENT JG41 60 A.3 25.71 25.71 25.71 25.71 - - - - - - B 1,2,3,4 LL J 5-S4.1 5 G42 60 H.1 5.31 5.31 5.31 5.31 9.40 9.40 9.40 9.40 - - J 1,2,3.4,5 JOIST MANUFACTURER TO PROVIDE WIND UPLIFT NOTES: BRIDGING AT THE FIRST BOTTOM CHORD PANEL 1. A. ROOF LIVE LOAD INCLUDES BASE SNOW AND SNOW DRIFT LOAD WHERE APPLICABLE. POINTS PER SJI REQUIREMENTS. DESIGN ALL ANGLE TO /8"x1 1/2" FILLET B. LOADS DO NOT INCLUDE JOIST GIRDER SELF WEIGHT. JOIST FOR A NET UPLIFT LOAD PER DESIGN n 3.4 n n n 3/16 1 1/2 JOIST LOAD SCHEDULE 4-50. Y Y Y Y i WELDS AT JOIST WITHOUT C. JOIST GIRDERS SHALL HAVE 7 1/2" SEATS. TYPICAL JOIST BRIDGING DIAGRAM HEADER D. LOADS INCLUDE POINT LOADS SHOWN ON FRAMING PLAN (e.g. RTU'S, DRAIN UNES, SOFFITS, ETC). 9 SECTION 4 E. THE LIVE LOAD DEFLECTION LIMIT IS L/240 UNLESS NOTED OTHERWISE IN THE SCHEDULE. SECTION 3 2. ALL LOADS SHOWN ON THESE DIAGRAMS AND ON OTHER DRAWINGS ARE DESIGN WORKING LOADS FOR WORKING 1 RI STRESS DESIGN WITH THE APPROPRIATE BUILDING CODE LOAD FACTOR ALREADY APPLIED. NO INCREASE IN STRESS 78'-0" VARIES �CL OF JOIST OR LOAD REDUCTION IS ALLOWED FOR WIND OR SEISMIC LOAD COMBINATIONS. ALL ADDITIONAL SPECIFIED AXIAL LOADS G.H - - - - -- ll - - - REF ROOF DIAPHRAGM ARE TO BE ADDITIVE TO FULL GRAVITY AND FULL UPLIFT LOADS TO PRODUCE THE WORST CASE CONDITION. -CL OF JOIST CONNECTION DIAGRAM 3. UNIT JOIST GIRDER SEAT WIDTH TO A MAXIMUM OF 11 INCHES. PONDING REF SPECIFICATIONS i AND SCHEDULE FOR 4. JOIST GIRDER MANUFACTURER SHALL CONSIDER THE EFFECTS OF THE TWISTING FORCES ON A JOIST GIRDER LOAD (PL) ROOF UNIFORM GRAVITY LOADS REF ROOF DIAPHRAGM FOR STRUCTURAL I ATTACHMENT TYPE AND F - - CONNECTION DIAGRAM INDUCED WHEN UNEQUAL LENGTH JOISTS BEAR ON OPPOSITE SIDES OF THE SAME JOIST GIRDER. ANY REF SPECIFICATIONS AND SCHEDULE FOR CURB SIZE. LOCATE AT 6' OC FOR STRUCTURAL ATTACHMENT TYPE AND ADDITIONAL BOTTOM CHORD BRACING REQUIRED TO RESIST THE TORSIONAL FORCES MUST BE DESIGNED AT 12" MAX OC AND SPECIFIED ON THE JOIST GIRDER SUBMITTAL BY THE JOIST GIRDER MANUFACTURER. CURB SIZE. LOCATE AT 6" OC 1/8 1 1/2 ALONG SUPPORT ANGLE 5. JOIST GIRDERS AT PERIMETER WALLS SHALL BE LIMITED TO A LIVE LOAD DEFLECTION OF L/360 AND A 1/8 1 1/2 -__ _ _______- TOP CHORD WIDTH OF 11 INCHES. L � MAIN BUILDING L4x3x1/4 (LLV) 1/8 1 1 2 '�°-`°" JOIST DIAGRAM #2 AREA RI RI REF JOIST SCHEDULE FOR DETAILS X -- P P P P P P P P P B _FT ROOF LSx5x5/16 ANGLE DADS(5 FRAMING 3/16 1 1/2 TO SECTION 2 ROOF UNIFORM GRAVITY LOADS A 1 �/� 3/,6 ' 1/2 JOIST I I SCHEDULES 3/16 I 5 1/2" ALL DETAILS AND SECTIONS APPLY TO RTUS AND SKYLIGHTS i OFFSET CL OF REF PLAN CL OF ® 10 TON OR LESS RTU LOAD - DESIGN JOISTS FOR (2) LBS REF ARCH SHEET A4.1 FOR COLUMN POINT LOADS APPLIED TO THE TOP CHORD, SPACED 6'-10"10- APART, COLUMN n SECTION 1 RTU/SKYLIGHT PLACEMENT ON CURB (SPACING VARIES) JOIST DIAGRAM #1 AT ANY POINT ALONG THE JOIST, SECTION 5-S4.1 APPLIES. REF JOIST SCHEDULE FOR DETAILS ADDITIONAL COLLATERAL LOADS RTU FRAMING SUPPORT PLAN JOIST GIRDER SCHEDULE 3 NTS D,27,2s4-1-003_HEF_AS 2 NTS D729„ s4-,_002 JOIST SCHEDULE AND DIAGRA3MS s4-,-OG -,SC_GCR SHEET NTS S4. 1 — K — — J — — I — I — H — I — G — I — F — I — E — I — D — I — C — I — B — I — A - 351m54 KW SOLAR PV SYSTEM FOR DESIGN PROFESSIONAL PROJECT TEAM IN RESPONSIBLE CHARGE: ELECTRICAL ENGINEER: CIVIL/STRUCTURAL: 3055 Clear-Aar Way, Son Mateo, CA 94402 � T:(650) 636-1028 I F:(650) 63B-1029 LINDA HUIE MICHAEL BEAN LAND Y00 JIN KIM (SM)-SCI-CITY (765-2e9) 1 www.edardty.c 8 CONFIDENTIAL - THE INFORMATION ' Walmart ( OR) Store # 5935 T ( SUP) SOLARCITY, INC. TRI AXIS ENGINEERING SOLARCITY HEREIN CONTAINED SHALL NOT BE USED ' _ FOR THE BENEFIT OF ANYONE EXCEPT 203 RIDGEWOOD DRIVE 301 NE 117TH AVE 3055 CLEARVIEW WAY SOLARCITY INC., NOR SHALL IT BE ELMSFORD, NY 10523 VANCOUVER, WA 98684 SAN MATED CA 94402 DISCLOSED T WHOLE OR IN PART TO � OTHERS OUTSIDE THE RECIPIENTS TEL:(914) 218-4214 TEL:(360) 260-3900 TEL: (888) 765-2489 X55743 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE — LHUIE@SOLARCITY.COM MBEAN LAN D@TRIAXISENG.COM YKIM@SOLARCITY.COM RESPECTIVE SOLARCITY EQUIPMENT, Ma & Tax Lot ID 2 WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. VICINITY MAP AERIAL MAP GENERAL NOTES ABBREVIATIONS SYSTEM SUMMARY ' 7 ALL WORK SHALL COMPLY WITH ALL STATE 7 W AND LOCAL CODES AND ANY OTHER A AMPERE MODULE: (1134) TRINA SOLAR # ' � REGULATING AUTHORITIES WHICH HAVE AC ALTERNATING CURRENT TSM-310PD14.18 AUTHORITY OVER ANY PORTION OF THE ADA AMERICANS WITH DISABILITIES WORK. ACT INVERTER: (9) FRONIUS # Symo a� ASTM AMERICAN SOCIETY FOR 24.0-3480 Q DRAWINGS HAVE BEEN DETAILED IN TESTING AND MATERIALS RACK TYPE: ZS PEAK c COMPLIANCE WITH UL LISTING BLDG BUILDING REQUIREMENTS, OSFM SOLAR CLR CLEAR ARRAY TILT: 5 Cn AZIMUTH: 90,180 a- PHOTOVOLTAIC INSTALLATION CONC CONCRETE =D cl REQUIREMENTS, AND BUILDING CODES DC DIRECT CURRENT DIA DIAMETER Q FOR THE MATERIALS SPECIFIED. -� r DIST DISTANCE DESIGN CRITERIA 0 6 SW 8ev�tU PRIOR TO COMMENCEMENT OF ANY WORK, EQ EQUAL st SW Reveland-St THE CONTRACTOR SHALL VERIFY EXISTING EGC EQUIPMENT GROUNDING �_ . • CONDITIONS AND NOTIFY THE DESIGN CONDUCTOR BUILDING HEIGHT: 28 Ln PROFESSIONAL IN RESPONSIBLE CHARGE (E) EXISTING Lowe's Horne FROM SOLARCITY OF ANY DISCREPANCIES. EA. EACH GROSS BUILDING AREA: 141,155 SF Ln Ln IrnprtfY>ittlCilt ANY WORK PERFORMED IN CONFLICT WITH EMT ELECTRICAL METALLIC TUBING 1 1' SW Gonzega St LOQ, GALV GALVANIZED WIND SPEED: 120 MPH � Ln THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT THE SUBCONTRACTORS GEC GROUNDING ELECTRODE LLI zt*z SOLE EXPENSE. CONDUCTOR EXPOSURE: C Cl' _ GND GROUND CD� _ SUBCONTRACTOR INITIATED CHANGES HDG HOT DIPPED GALVANIZED SNOW LOAD: 25 cf) �I` DRIVEW Y "— SHALL BE SUBMITTED IN WRITING TO I CURRENT O ' SOLARCITY FOR APPROVAL BEFORE MAKING Imp CURRENT AT MAX POWER SEISMIC DESIGN CATEGORY: D � 5 W OAR001H Sr ANY CHANGES. DEVIATION FROM PLANS INVS INVERTERS ^ J` J ISc SHORT CIRCUIT CURRENT O � Q ' BEFORE WRITTEN APPROVAL FROM kVA KILOVOLT AMPERE _ SOLARCITY PLACES LIABILITY ON THE kW KILOWATT O O /-' (E) BUILDING SUBCONTRACTOR. CODE SUMMARY 0 v) r-- kWh,.- KILOWATT-HOUR (E) BUILDIN '� (E) DRIVEW / ALL EQUIPMENT SHALL BE MOUNTED AS LBW LOAD BEARING WALL O j SHOWN. WHERE DETAILS ARE NOT MAX MAXIMUM BUILDING CODE Q coo / PROVIDED, CONTRACTOR SHALL USE MIN MINIMUM ALL WORK SHALL COMPLY WITH r-- F— 4 STANDARD CONSTRUCTION PRACTICES. (N) NEW THE 2012 INTERNATIONAL NEC NATIONAL ELECTRIC CODE BUILDING CODE. ALL SURFACES SHALL BE PATCHED AND NIC NOT IN CONTRACT ' PAINTED AROUND NEW DEVICES AND NTS NOT TO SCALE ELECTRICAL CODE ' 4 EQUIPMENT TO MATCH EXISTING FINISHES. OC ON CENTER ALL ELECTRICAL WORK SHALL 4 OCP OVERCURRENT PROTECTION COMPLY WITH THE 2014 ' ANY METAL SHAVINGS FROM SITE WORK PL PROPERTY LINES NATIONAL ELECTRIC CODE. ' / SHALL BE CLEANED FROM ALL SURFACES PV PHOTOVOLTAIC i (E) PARKING / WHERE OXIDIZED OR CONDUCTIVE METAL PVC POLYVINYL CHLORIDE SHAVINGS MY CAUSE RUST, ELECTRICAL SCH SCHEDULE I ( SHORT CIRCUITS, OR OTHER DAMAGE. SQ. IN. SQUARE INCHES SS STAINLESS STEEL — BEAMS OR PURLINS SHALL NOT BE DRILLED SSD SEE STRUCTURAL DRAWINGS UNLESS AUTHORIZED BY SOLARCITY OR STC STANDARD TESTING I SHOWN IN THE DRAWINGS. TYP COPNIDCIITLONS 0 (--) c= I APPROVALS FROM BUILDING INSPECTORS LION UNLESS OTHERWISE NOTED ' 3 PROPERTY LINE i UPS UNINTERRUPTIBLE POWER SHALL NOT CONSTITUTE AUTHORITY TO 3 DEVIATE FROM THE DRAWINGS. SUPPLY REVISIONS t VIF VERIFY IN FIELD INDEX V VOLT RFV RY DAT COMMENTS I Vmp VOLTAGE AT MAX POWER PV1 COVER SHEET Voc VOLTAGE AT OPEN CIRCUIT PV2 SITE PLAN e e e ® e W WATT PV3 ARRAY PLAN e ICI B e e ® ® (N) SOLAR PV MODULES ON ROOF i 3R NEMA 3R, RAINTIGHT PV4 ACCESS PLAN I ® ® � ® ® ® ® � PV5 STRUCTURAL ROOF PLAN e 0 ® ® o ® ® o ZSPEAK COVER i e EIZ13 e e ® ® =® ® (E) PARKING I PV7 ZSPEAK ROOF PLAN ® 11 M IN M IN N ® ® PV8 ZSPEAK ARRAY ' ® ®O ® ® ® ® ® 0® ® PV9 ZSPEAK ARRAY ® �® ® ® ® PV10 PV EQUIPMENT PLAN & 2 ® ® ® ® ® to � ®®O ® ® ® ELEVATION AM )OB DETAILS • PVll EQUIPMENT DETAILS Tigard I ® ® ® ® ® ® ® O ® IN PV12 ELECTRICAL SYMBOLS & NOTES r(11 ® ® M 0 M M 0 N ® ® ❑ �- PV13 LINE DIAGRAM (1134) TRINA SOLAR NTSM-310PDi4.18 ® ® p® ® So 0 ® OF PV14 COMMUNICATIONS AND ranexcsrsloc® ® � MONITORING '® O� / PV15 WARNING LABELS ImTm I 13v o 9 FRONI�US LINDA HU2E 0 0-3 480 ' ❑ ❑ aEa®fir. ® ® ® ® /, I ® ❑ ® ASHORT ' I / (E) ELECITRICAL YARD Mau.. P9a[cr MAxAr�t JASON ENDSLEY • , oDATE PAr"71PE . _ PPA i 1 --------------- -- — ---- — COVER SHEET 1 1 ia6�x WD-EJB-9722646-00 PROPERTY PLAN 0 60' 120 SHU: w, 1.=80,-0° S PV 1 00 90° & 180° ommon ns a s erver o s I _ rawings —� ° _ a�° — _ wgI — I — H