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3764 Orlando Dr - BC06-001683 (WASHINGTON MUTUAL) (NEW BANK) (A)PERMIT ADDRESS �� ✓ �C.-��(n t kn SUBDIVISION coo CONTRACTORoft PERMIT # DATE �� " �U l C) ADDRESS PERMIT DESCRIPTION 'ri 2 .� .d) \ ,�C�3 v�--I� J F000NM BL_ :o1 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT VALUATION V 00C) l 0c) SQUARE FOOTAGE LlU d 2 F E 11 (PROPERTY) LEGAL DESCRIPTION LOT 1, LIVE OAK CENTER, ACCORDING TO PLAT THEREOF BOOK 62, PAGE 9 THROUGH 11, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 10 A N 51 ■ Was � 5 6 7 PUNS REVIEWED OFFICE CITY OF SANFORD PERMIT #�-.�ba3 SOUTH SANFORD OCCASIO HWY 17-92 & LAKE MARY BLVD. SANFORD, FL. 33773 VICINITY MAP SITE MAP I I I I I I I U 4 t ...... 4 f .......... ......................... ........................ ...... .................. ---------- ........... . ...... ............................ C IN PROJECT INFORMATION SCOPE OF WORK: NEW ONE STORY BRANCH BANK BUILDING CONSISTING PROJECT DIRECTORY DRAWING INDEX 1.0 71 �s l mi WORK AND CLIENT: (OWNER) l' A-000 COVER SHEET S-001 GENERAL NOTES (ASCE 7-98, TABLE 6-7) SITE/LANDSCAPE WORK ADJACENT TO THE BUILDING. WASHINGTON MUTUAL CALLISON ARCHITECTURE, INC A-001 GENERAL INFORMATION S-002 TYPICAL DETAILS _ INCLUDES CIVIL, STRUCTURAL, MECHANICAL, PLUMBING 1201 THIRD AVENUE 1420 5TH AVE, SUITE 2400 C C (p S-111 ♦ �s S. if *F Lakt:. 1'J1a5 Wv SEATTLE, WA 98101-2343 0 c c') ' S-112 ROOF FRAMING PLAN H N N � � � ♦V,�CI•IIC�I� f Stt'y t� �Mi��.lE��:k':.'{fi l�� y1.YpQ��1pIp L 4{�.�,,,Yy FaWane Estat��r I a_. �-y •. `�`%tJFJ ll� C't1bM1�Jf)C} l CANOPY FRAMING J 0 0 0 3 �K;` FAX:206-623-4625 3 `.% IT— U LL. & FOUNDATION PLAN USABLE SQUARE FOOTAGE: 4,000 SF '- - zi sF�`� L%it..t a `'� "�I53F, � : f n t / ,� C•i�.Ji}:Fd. 1l J'lA1i [� t 3t5t: Ln ,� "'r�sti R?rvr kap EMAIL: SCOTT.HARRIS@CALLISON.COM Y SITE DETAILS S-301 S-401 h 1-1w %tt� Ru kv R'0d js r 1 A-103 SITE DETAILS PROJECT B SITE S-402 S-403 SITE MAP I I I I I I I U 4 t ...... 4 f .......... ......................... ........................ ...... .................. ---------- ........... . ...... ............................ C IN PROJECT INFORMATION SCOPE OF WORK: NEW ONE STORY BRANCH BANK BUILDING CONSISTING PROJECT DIRECTORY DRAWING INDEX 1.0 GENERAL STRUCTURAL W r� OF ALL EXTERIOR SHELL WORK, INTERIOR WORK AND CLIENT: (OWNER) ARCHITECT: A-000 COVER SHEET S-001 GENERAL NOTES (ASCE 7-98, TABLE 6-7) SITE/LANDSCAPE WORK ADJACENT TO THE BUILDING. WASHINGTON MUTUAL CALLISON ARCHITECTURE, INC A-001 GENERAL INFORMATION S-002 TYPICAL DETAILS _ INCLUDES CIVIL, STRUCTURAL, MECHANICAL, PLUMBING 1201 THIRD AVENUE 1420 5TH AVE, SUITE 2400 C C (p S-111 FOUNDATION PLAN t 1 N AND ELECTRICAL WORK. SEATTLE, WA 98101 SEATTLE, WA 98101-2343 0 c c') ' S-112 ROOF FRAMING PLAN H N N Z- = (0 (0 (c LL PHONE: 206-623-4646 ARCHITECTURAL - SITE S-113 CANOPY FRAMING J 0 0 0 3 FAX:206-623-4625 3 `.% IT— U LL. & FOUNDATION PLAN USABLE SQUARE FOOTAGE: 4,000 SF CONTACT: SCOTT HARRIS A-101 SITE PLAN S-201 ELEVATIONS EMAIL: SCOTT.HARRIS@CALLISON.COM A-102 SITE DETAILS S-301 S-401 DETAILS DETAILS A-103 SITE DETAILS OCCUPANCY GROUP: B S-402 S-403 DETAILS DETAILS GENERAL CONTRACTOR: CIVIL ENGINEER: AVID ENGINEERING, INC. ARCHITECTURAL CONSTRUCTION TYPE: IV UNPROTECTED TO BE DETERMINED 4901 VINELAND RD. SUITE 190 A-111 FLOOR PLAN/FINISH PLAN ORLANDO, FLORIDA 32811 A-121 REFLECTED CEILING PLAN MECHANICAL SPRINKLERED: UNSPRINKLERED PHONE 407-248-0505 A-131 ROOF PLAN FAX= 407-248-0334 A-201 EXTERIOR ELEVATIONS CONTACT: DAVID BEYER A-202 EXTERIOR ELEVATIONS M-111 HVAC PLAN EMAIL: DBEYER@AVIDENG.COM A-203 BUILDING SECTIONS M 511 MECHANICAL SCHEDULES FIRE ALARM SYSTEM: NOT REQUIRED A-301 WALL SECTIONS & DETAILS A-302 WALL SECTIONS M-512 MECHANICAL SCHEDULES A-303 WALL SECTIONS & DETAILS STRUCTURAL ENGINEER: A-401 CANOPY FLOOR PLAN BUILDING CODE CRITERIA ARMOUR UNSDERFER ENGINEERING LLC A-402 A-403 CANOPY EQUIPMENT PLAN CANOPY REFLECTED CEILING PLAN 13456 SE 27TH PLACE A-404 CANOPY ROOF PLAN BUILDING CODE: FLORIDA BUILDING CODE 2004 SUITE 200 A-405 CANOPY ELEVATIONS & DETAILS PLUMBING BELLEVUE, WA 98005 A-406 CANOPY ELEVATIONS, SECTION PHONE: (425) 614-0949 & DETAILS P-111 PLUMBING PLAN FIRE CODE: FLORIDA FIRE PREVENTION CODE 2004 FAX: (425) 614-0950 A-501 EXTERIOR DETAILS P-511 PLUMBING DETAILS CONTACT: BRIAN UNSDERFER A-502 EXTERIOR DETAILS P-611 PLUMBING DIAGRAMS EMAIL: brianu@ou-eng.com A-503 EXTERIOR DETAILS P-612 PLUMBING SPECIFICATIONS ACCESSIBILITY CODE: FLORIDA ACCESSIBILITY CODE 2004 A-504 EXTERIOR DETAILS & SCHEDULES A-505 EXTERIOR DETAILS LIFE SAFETY CODE- NFPA 101 2004 MECHANICAL / ELECTRICAL / PLUMBING: A-506 A-507 EXTERIOR DETAILS EXTERIOR DETAILS CONSULTING ENGINEERS OF OMAHA A-601 SCHEDULES - DOORS ELECTRICAL ENERGY CODE FLORIDA ENERGY CODE 2004 3035 SOUTH 72ND STREET, SUITE 101 OMAHA, NE 68124 AND HARDWARE - FINISHES PHONE= 402-391-7680 A-701 INTERIOR ELEVATIONS E 111 E-121 POWER PLAN MECHANICAL CODE= FLORIDA BUILDING CODE MECHANICAL 2004 FAX= 402-391-7488 A-702 A-801 INTERIOR ELEVATIONS INTERIOR DETAILS E-122 LOW VOLTAGE SYSTEM PLAN DRIVE-THRU LOW VOLTAGE CONTACT: GREG SCHNACKEL A-802 INTERIOR DETAILS SYSTEM PLAN EMAIL: gschnockel@ceomoho.com A-804 INTERIOR DETAILS E-131 LIGHTING PLAN PLUMBING CODE: FLORIDA BUILDING CODE: PLUMBING 2004 A-805 INTERIOR DETAILS E-141 DRIVE THRU ELECTRICAL PLANS A-806 INTERIOR DETAILS E-151 SITE ELECTRICAL PLAN A-807 INTERIOR DETAILS E-511 ELECTRICAL DETAILS ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2004 TELECOMMUNICATIONS: E-611 ELECTRICAL SCHEDULES HARGIS TELECOMMUNICATIONS E-612 ELECTRICAL DIAGRAMS 600 STEWART STREET, SUITE 1000 SEATTLE, WA 98101 ARCHITECTURAL INTERIORS PHONE 206-448 3376 TELECOMMUNICATIONS FAX: 206-448-4450 AI -111 FIXTURE/ FURNITURE PLAN OCCUPANT LOAD: 4,000 SF DIVIDED BY 100 SF PER PERSON - 40 OCCUPANTS CONTACT: PATRICK SHANNON AI -112 EQUIPMENT PLAN T-001 TELECOMMUNICATIONS LEGEND (100 SF PER PERSON PER 1003.1.2 TABLE 1003.1) EMAIL: PotrickS@Horgis.biz AI -601 SCHEDULES - FIXTURE & T-111 TELECOMMUNICATIONS FLOOR PLAN FURNITURE T-112 TELECOMMUNICATIONS DRIVE- EXITS: TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 50 AI -602 SCHEDULES - EQUIPMENT T-121 THU PLAN SECURATM FL LOOK PLAN (PER 1020.1) T-122 DRIVE THRU SECURITY PLAN T-501 ENLARGED TR ROOM & RACK EXITS PROVIDED: TWO EXITS T-502 LAYOUTS TELECOMMUNICATIONS DETAILS T-503 TELECOMMUNICATIONS DETAILS BASIC WIND SPEED: 110 MPH (FIGURE 1606) WIND IMPORTANCE FACTOR 1.0 AND BUILDING CATEGORY: W r� (TABLE 1606) WIND EXPOSURE: B (SECTION 1606.1.8) W Z L11 INTERNAL PRESSURE: •0.18 (ASCE 7-98, TABLE 6-7) -0.18 COMPONENTS AND CLADDING: +18.5 (TABLE 1606.2B) -20.4 J 0 Q H � c O O z a) ._ O >� I -Q W z �_�� W z o U) J a W r� N o 0 Li. a W Z L11 LL Z Q OT O V 0 00 (n W 14-rn N it C _ _ J = N E C C (p O QO t 1 N V '0(0� z¢ 0 c c') ' H N N Z- (0 (0 (c LL M J 0 0 0 3 'q O C-4 N 3 `.% IT— U LL. it J a � o 0 Li. a W Z L11 LL Z c)vo0 ZOO V W o LL z Q Cf) a W w ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 N 0 O N L0 0 N w m z U w O PERMIT ISSUE JANUARY 23, 2006 Cover Sheet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doo ::• ' . ♦ ...................:. ♦. .•.......•..••.. R RADIUS, RISER, RIGHT HAND 0' RCP REFLECTED CEILING PLAN ;. •' RD ROOF DRAIN, ROAD . • REF REFER TO,REFERENCE REFR REFRIGERATOR SYMBOLS REINF REINFORCED, REINFORCING ♦ READ REQUIRED �.• REV REVISED, REVISION 00 RFC ROOFING RM ROOM ..:: ..... RO ROUGH OPENING RT RIGHT J p Q 00 CF) �CF) 0 C 0) Z N _c - O > L F Q (1) cu -0 v Z `- �_�-°� W U) z Q o N � o cn .:................................................................................................................................................ SECTIONSECTION :,:• XX y XX XX S SOUTH A -XXX A-XXXA-XXX SC SOLID CORE SHEET NUMBER SHEET NUMBER V SCD SEAT COVER DISPENSER SCHED SCHEDULE BUILDING SECTION INDICATOR WALL SECTION INDICATOR Z co SD STORM DRAIN v SECT SECTION __.... SF SQUARE FOOT SGL SINGLE SHT SHEET o SHTHG SHEATHING DETAIL _.._... ................ ... a. A: O V o 00 SIM SIMILAR DETAIL SPEC SPECIFICATION XX XX`s N s} sta: _ C SPKLR SPRINKLER A -XXX A XXX ..........i SPKR \i " wx I i a J = 0 0 .r- ., h SPEAKER ♦ h h w. h E t,.., J V --SHEET NUMBER .a •�::':: SQ SQUARE LO SHEET NUMBER/a:h... \ i .a':•'k.� ^� •' .�.,... j C C co SS SERVICE SINK h Q 1 ;•: L N SST STAINLESS STEEL I :. :; ♦ U ' C Q Q v STC SOUND TRANSMISSION CLASS ' ca o .. f , ! ♦ hl v.,...•::.•:.,v..v r , %: i: r 'ice C M (� w STD STANDARD SECTION DETAIL INDICATOR f,.....v..:.:..........�, " O STL STEEL DETAIL INDICATOR ................N N — W co co STOR STORAGE �- _ STRUCT STRUCTURA_ _�. - .. -- -, . co m SUSP SUSPENDED ... N N :.cu Y :.4 ACCESSIBLE ROUTE v a� � Q �:.'OF TRAVEL V cn F- Y. 3 T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAllO THK THICK, THICKNESS TMPD TEMPERED TO TOP OF TPD TOILET PAPER DISPENSER TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL U URINAL UGND UNDERGROUND UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED VB VAPOR BARRIER VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VR VAPOR RETARDER VWC VINYL WALLCOVERING W WEST, WIDE W/ WITH W/0 WITHOUT WC WATER CLOSET, WALLCOVERING WD WOOD WH WALL HYDRANT, WATER HEATER WLD WELDED WP WEATHERPROOF, WATERPROOF, J lL WATERPROOFING, WORK POINT WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPNG OPENING OPP OPPOSITE/ OPPOSITE HAND XFMR TRANSFORMER ORD OVERFLOW ROOF DRAIN OTS OPEN TO STRUCTURE ABOVE YD YARD --~-ELEVATION i SHEET NUMBER EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX/A-XXX MATCHLINE INDICATOR XX XX EXISTING COLUMN GRID INDICATOR AND GRID LINES _11;� DATUM INDICATOR —ELEVATION zxx' X X SHEET NUMBER INTERIOR ELEVATION INDICATOR X.X X.X NEW COLUMN GRID INDICATOR AND GRID LINES EL 100.00' SPOT ELEVATION INDICATOR ROOM NAME 2022 ROOM NAME AND NUMBER J o a � s O ON LL Z QLn � F Z J lL o o C4 o w N E. v = v Q O w049 co 2 NO SCALE TRUE NORTH PERMIT ISSUE JANUARY 23, 2006 General Information A-001 u: projects wamu ori a n ssan or ca n ss eets n ss a-001.sht 1/25/2006 12:08:57 PM COPYRIGHT C 2006 CALLISON ARCHITECTURE, INC. s vi .............................Sn v/1 Lu r:ti, � h•� W i,• h i a :. to ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 .......................�..�..�..�..�..�..�..�..�..�.._ ,...-'......................._.._.._.._.._.._.._.._.._.._.. t.............................. ......................................................... . NO SCALE TRUE NORTH PERMIT ISSUE JANUARY 23, 2006 General Information A-001 u: projects wamu ori a n ssan or ca n ss eets n ss a-001.sht 1/25/2006 12:08:57 PM COPYRIGHT C 2006 CALLISON ARCHITECTURE, INC. 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Q �\\\\�\A`•::::: •.:., .,:. ;,. ... .ti \,\\�\ \n....:... ..... w•: �•: k: •.. «. r.... ..,,:... {. ,.{�: �.»,,, I. , : \\� \\\;., ��,.,.:•\\.}....... +,\,x'\ �\4\..:•.`;,...:...,:v»,r: ,.,a��\� � o.., . \ ��•.: •rt: h- gm ,.,.\\\\\s\\, :0�;�\\•\,s\\v�,,:\.?`�.:;.�:,,.:.:;\� \\\\.\.. .\w. \,\\\ .\\ fib......\..; ••.:. .( p• , \ \.....,. :a,:s;,:.» :} \ \\`•\�+}:,{.:. ,\.v,{•. p: }r4..; \i. \\\ ,.v. \ \'\ .; ..n•: \. n v •... ...:.. • '\\\\�\ \ . . •., •:tn;,,}:.t: i;°ti`.\�``:\:,,}•,.{ `'\\\`. \\'\\:. .i,;}}... v\�,\\�}\\,.+.,,,..,, . `�.:• ,.\v41.}:.:, :R••.x , \\t�.;\\`;<\\\\••. h , .... _ ..... _ ... . ... . . . ............................ ..---"--......-----------------.....--•-------------........................................................................ ...................... ._......_,_...... _........ __... 1\\\\\\\\\\\\\\\� PROPERTY LINE -.—.. ..—.._..—.._.._..—.. .._..—.._.._...._..—..—.._..—..—.._.._■■_•--■■_---..�.. —■■--■-------------------■.—..—..—..— a\\\\\\\\\\\\\NNN, \ - _....,..,,•,•,,,,•,..,•...............................•...,,.•...,•.•..................................,•„•.,.,,•,..,..................................,..,.,••....................... ........ .. _._.__...........-.... ...... -_. - __-.._ _.. _..--.__ _...... ..._.. _. .......,...........,..................... ........ ......................... �\\\\\\\\\\\\\\\\ .......................................................... ...............�. _...,,,................... _. _.w.,._. ._..._.... ......................... a-101.shl 9 10 SHEET NOTES 1) ALL SIDEWALKS TO BE FINISHED WITH LIGHT BROOM TEXTURE PERPENDICULAR TO PATH OF TRAVEL. PROVIDE EXPANSION JOINTS AS SPECIFIED. 2) PARKING STALL NUMBERS ARE FOR BUILDING PERMIT INFORMATION ONLY AND ARE NOT TO BE PAINTED ON PAVEMENT. 3) SIDEWALK SLOPES NOT TO EXCEED: RUNNING SLOPE 1:20 MAX, CROSS SLOPE 1:50 MAX. 4) ACCESSIBLE ROUTE OF TRAVEL SLOPES NOT TO EXCEED: RUNNING SLOPE 1:20, MAX. CROSS SLOPE 1:50 MAX. 5) ALL EXISTING LANDSCAPE IS TO BE REPAIRED TO A LIKE NEW APPEARANCE 6) SEE CIVIL DRAWINGS FOR SITE DIMENSIONS, LOCATION AND DESCRIPTION OF PAVEMENT MARKINGS AND CONCRETE SIDEWALKS 7) SEE CIVIL DRAWINGS FOR CURBS EXCEPT AS SHOWN ON THIS SHEET, PAVING EXCEPT AS SHOWN ON THIS SHEET, GRADING, DRAINAGE, PARKING LAYOUT AND DIMENSIONS, PAINT AND STRIPING, AND CURB RAMPS. 8) SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING INFO 9) SEE PLUMBING DRAWINGS FOR STORM DRAINAGE INFO WITHIN 5' OF BUILDING. SEE CIVIL FOR DRAINAGE BEYOND 5' OF BUILDING SHEET SYMBOLS ART RECEIVE AREAS 0 ECE VE NEW LANDSCAPE SEE LANDSCAPE PLAN AREAS TO RECEIVE NEW CONCRETE SIDEWALK/ CONCRETE PAD PROPERTY LINES SCALE: 1/16" - 1'-0" 0 8 16 32 PLAN NORTH J o a co a) N 0 Z C C O >r f' Q m t7 � Z "- = I- Q) w H �- z" Q o m N a) o U) ISSUED / REVISED EV SED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Site Plan A-1 01 N 0 0 rn N 0 N Iz w m c L D z U w d z o M W M a N � Z I.. p O 0 rJo00 (n W It rn N —i ?. N0 E J V :3 0) C C (p Lo 0 Q (D — V N U a U > CD (D Z Q co 0 O co v) N N —_ CO CO m _y � U J (D co J Q o 0 3 a N N N � �.% () F. {L 3: ISSUED / REVISED EV SED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Site Plan A-1 01 N 0 0 rn N 0 N Iz w m c L D z U w d o a � O LL. cr- ~ W Z � H J a Z ILL0 _ w - Zc4x U o oa�Yof Q 0 u- V 0 O z ZOy W Q U) U) J W a N _ U) ISSUED / REVISED EV SED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Site Plan A-1 01 N 0 0 rn N 0 N Iz w m c L D z U w d 2 3 4 5 6 7 8 9 10 ........................... .......... ................... ....... .......... * ........ ..................... ....... ........... ; SLOPED CONCRETE NOTE ............ -A ................. ADIUS X; 1/2" CURB R SLOPE 4 F du L') k� OO 0 TRAFFIC LANE ........... .............................. ............... ................ --o ........ .. Q ......................... .................. U (-),-c) GI . ....... ................ ............................ ................ ........... ... ..... ......... ... ..... ... ...... ............. .................. .......... PLAN Q CURB EDGE o U ..................................... .......... �c (D .......... .......... ........ .. . ..... ....... .. ... ...... . ..... Vy �c ...... ....... ....... . . .... .... . w FORMED z . ....... 11 CONCRETE . . . .... ... ................................................. . ....................................... CURB BY CIVIL A!: W .. .......... .. .. .......... .......................... SEALANT OVER 1/2" V.. ... ... ... ... ........ . . OC PREFORMED EXPANSION . .......................... ................................................ ............ ....... % Z: e'. CD co ................. AND MULCH 0 JOINT FILLER z TOPSOIL V. odi. D 7 f I. j .... ... .. . .. .... SEE CIVIL CONCRETE PAD . .. .... .... . .. . . ........ . . . 6: ........................... ....... . ............. . ............ q. 4t c AND CURB Z 0 ........................... Y. .......... ... ........ ELL:'. ... ... ............................. .......... . ........ . . . . . . . ............ .... .............. .. ............................. ............................ ........... .... ........................... LL o 0O t is 11/2"4-0" Z 0 C) - - ---------------- r PIPE BOLLARD' STUB OUT (1) 1" DIAMETER STUB OUT (4) 1" DIAMETER 0 REFER TO DETAIL CONDUIT FOR POWER TO CONDUITS FOR ATM 0 U - 2/A -102 THE ATM KIOSK ELECTRICAL- SEE 12A/A-102 0 z FOR CONFIGURATION FORMED CONCRETE CURB z 0 z 0 ui Q F -4 REINFORCING BARS 1/2" RADIUS 4 REINFORCING BARS > 0 TM KIOSK P-90 ATM AT 12" OC CONTINUOUS 3: Lu EDGE Z 12" OC CONTINUOUS ___j EDGE OF CURB CONCRETE EACH WAY SEALANT OVER 1/2" ASPHALT, PAVING EACH WAY _j 0 ISLAND. PREFORMED EXPANSION lu ry JOINT FILLER --CUSTOMER UNIT EDGE OF CONCRETE OF CONCRETE PAD O_ NIC - — - — -- PAD AT START OF RADIUS ALIGN WITH CENTER VARIES 010 AT CONCRETE ISLAND OF CONCRETEISLAND B CONCRETE PAD ---STUB OUT 11/2" CONDUIT FOR AND CURB 7 c5 S SEE 1/A-401 1/4"X2" JOINT POWER/SECURITY ID cv FOR CONCRETE SEALANT CD ISLAND AND f SLOPE 1'/8" -/FT SLOPE 1/8"/FT �7 BOLLARD0 (-- °- 90 UNITyo LOCATIONS ISSUED REVISED DATE 4L ....................... ......... ................................... PERMIT ISSUE 1-23-06 84 REINFORCING BARS 2'-2" 3'-8" 0 o - u u ... ... 0 AT 12 OC <-SLOPE FT 4n f' N OF KEY CD 0 Yo QQ C'4 00 611 TO OF STUB pu 0 0 ..................... 0 Yo��o -, - : I I ............................ 3' 011 IN �)_D C . ...... . .................. \ e0000_�� ,J\j - XI 61 �4 : ........... .................... S _=j I I-- -_ 7M .. ..... 7'-6" REINFORCING BAR 0 CON ..... TINUOUS TOP ANLj .. ..... z ALIGN EXTREME FRONT FACE OF BOTTOM u 0 2 1/2"- ILI-1-1 1_�_ -_ � . .............. . .... . ATM WITH FRONT FACE OF ISLAND T 0 .......... COM .......... Q 0 90 �)o �1 0 PIPE BOLLARD INSTALL ELECTRICAL CONDUITS REFER TO 411 PACTED ... ... .......... SUBGRADE ......... .... ...... :1 . .......... .......... ........... DETAIL 2/A-102 FROM ATM ISLAND TO ELECTRICAL 4 REINFORCING BARS COMPACTED ........... > LA AT 12" OC SUBGRADE PANEL INSIDE BUILDING. REFER TO OF STUB OUT ATM MANUFACTURERS SPECIFICATIONS C�4 1 6 FOR DETAILED INSTALLATION I #4 REINFORCING BARS v REQUIREMENTS. CONTINUOUS TOP AND OF STUB OUT BOTTOM PERMIT ISSUE CONTINUOUS FOOTING P-90 ATM & KIOSK - FURNISHED BY & STUB OUT CONFIGURATION . .............. JANUARY 23, 2006 A 12A AROUND PERIMETER INSTALLED BY OWNER'S EQUIPMENT VENDOR 3`1'4' ENLARGED PLAN—DRIVE—UP ENLARGED PLAN—DRIVE—UP Site Details —90)ISLAND CONCRETE PAD AT DRIVE—UPVAT CUSTOMER UNIT ATM (PCURB AT ISLANDa: 12 13 14::::... . NOTE: ORIENTATION OF THIS PLAN 1/211-11-0" NOTE: ORIENTATION OF THIS PLAN 1112"44' DOES NOT MATCH FLOOR PLAN DOES NOT MATCH FLOOR PLAN Awl 02 7projects \worms V1ori du\nf ssafiford\caddmss \Sheels \nf5s—a- I 02.sht 1/25/2006 12:09:10 I'M COPYRIGHT (q) 2006 CALLISON ARCHITECT EI 1 2 3 4 5 A F �W SEE DETAIL 2/A-102 NOTE: EI 1 2 3 4 5 . ...... ............................................................... a >. :. NOTE: G.C. TO VERIFY DUMPSTER / ENCLOSURE SIZE WITH LOCAL SANITATION DEPT. BRICK WALL,----- �_ SEE STURCTURAL BRICK TRASH ENCLOSURE ELEVATION L I 7 8 9 10 w .......... .......................... EF -6 ROWLOCK 11 ERIC" Tnn r' An A A-103 . ...... ............................................................... a >. :. NOTE: G.C. TO VERIFY DUMPSTER / ENCLOSURE SIZE WITH LOCAL SANITATION DEPT. BRICK WALL,----- �_ SEE STURCTURAL BRICK TRASH ENCLOSURE ELEVATION L I 7 8 9 10 w .......... .......................... EF -6 ROWLOCK 11 ERIC" Tnn r' An FINISH GRADE NOTE: REFER TO STRUCTURAL BRICK TRASH ENCLOSURE u: protects Wamu ori o n ssa 2" CD 00 0) O Q) C C ® > I. Q 0 -0 Z L LL I— W Z m 3: Q N a) O r W V z Nr � N r zf' a O V O � (n N J n cl) E- C V Q 7 L (c) (c)z Q 0 0 u) LL U j Qo 3 L16 3 BOLLARD A-103 SEE DETAIL 2/A-102 NOTE: TYPICAL, SIM - SEE STRUCTURAL DRAWWFOR IN.GLCS CONCRETE DESIGN OF PAVING ENCLOSURE AND :' .. GATE O CONC LL ----_------ - - - - - O ..,, TRASH DUMPSTER J J a. N LL p i �J o i I i I I I 14 I -- ----- ----- -- - - -' ' CONCRETE BUM NOTE: A 103 SEE STRUCTURAL DRAWINGS Li FOR DESIGN OF ENCLOSURE AND GATECOMPACTED SUI TO MIN 951 ST ------- ---- -- - - -- --- --- PROCTOR DENSI - 1'-O" HIGH EXTEND AND SLOPE 14'-0" OPTIMUM MOISTi CONCRETE SLAB TO MEET ADJ. BASE PAVEMENT; REFER TO "- - CIVIL DWGS, FOR NOTE: FINISH ELEVATION G.C. TO VERIFY TRASH CONTAINER SIZE WITH LOCAL SANITATION DEPT. BRICK WALL, NOTE: ORIENTATION OF THIS PLAN DOES NOT MATCH FLOOR PLAN SEE STRUCTURAL r,7\t BR.ICK TRASH ENCLOSURE` FINISH GRADE NOTE: REFER TO STRUCTURAL BRICK TRASH ENCLOSURE u: protects Wamu ori o n ssa 2" CD 00 0) O Q) C C ® > I. Q 0 -0 Z L LL I— W Z m 3: Q N a) O r W V z Nr � N r zf' a O V O � (n N J n cl) E- C V Q 7 L (c) (c)z Q 0 0 u) LL U j Qo 3 L16 3 OEM ........................................... ® i �y�// W ........ 1 ! Q 0 Z®� w Q I- cn uj 0 mom ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Site Details :' .. O I LL O ..,, i ' { J N LL O OEM ........................................... ® i �y�// W ........ 1 ! Q 0 Z®� w Q I- cn uj 0 mom ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Site Details .. - -- ___ � 2 3 4 5 6 7 8 9 10 ,. �� .----- __ J 00 0 4- z a) .� 0>� �4W z ._ W � a 0 N AC -2 DI v i rnJ -."_ _ - - : !i>i e. .. . D _ ......:> g'-0" AFF i CS -3 -C— ^.._.._.._ 11' 0" AFF C Q N � z o 0 ® clow to Lu N L N a N LO 4 E J C C (0 In 0 Q (D'- d' N 0 a ] (0 (0 z Q O N N — _ (0 (q 4? (3 Z L U 0 W J O " O o N N O Z Q a (ll Q qua !® L 3 C ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 A PERMIT ISSUE JANUARY 23, 2006 Reflected Ceiling Plan A-121 Q � ® ® LL' z L N a N LO 4 W N W (3 Z 0 O 0 W < O w O Z Q 7- z j U) U W "�" J Q ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 A PERMIT ISSUE JANUARY 23, 2006 Reflected Ceiling Plan A-121 D 10 SHEET NOTES 1) FOR ROOF VENTS/PENETRATIONS SEE DETAILS 7/A-505, 8/A-505, AND 1/A-804 SHEET SYMBOLS SCALE: 1/4" - P-0" 0 2 4 8 C) 0 L I __ CO �0 1 2 3 4 5 6 7 8 9 z .� O ®>� N O H Q } oCD O > o z - =I-°� 10 SHEET NOTES 1) FOR ROOF VENTS/PENETRATIONS SEE DETAILS 7/A-505, 8/A-505, AND 1/A-804 SHEET SYMBOLS SCALE: 1/4" - P-0" 0 2 4 8 PERMIT ISSUE JANUARY 23, 2006 ,d Roof Plan m -,M 0% -A C) 0 z CO �0 0) Dc: Q w z .� O ®>� N O H Q m oCD O > o z - =I-°� w `t N z U) Q o N ca � J O PERMIT ISSUE JANUARY 23, 2006 ,d Roof Plan m -,M 0% -A 0 z A r � Q w � N i O N O 2 oCD �y o t� 0 00 (n w `t N J Z N O U le C C (D Lo E O < N' - ,T (N a U V ] V) (D (D 'r 'T C o Z¢ 0 N N in — LL C LL U U) O" 0 O N N N 3 w U L r PERMIT ISSUE JANUARY 23, 2006 ,d Roof Plan m -,M 0% -A 0 A Q w O N O �y U. w F-- J N 0 z LL C U) Lu N w ®� � Q 0 : 0U® 0 z z z® U) w Q U REM w a u f ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 ,d Roof Plan m -,M 0% -A 1 2 3 F A B I . I I I I I I I FEF -2 � I 1 FEF 5 I PORTLAND CEMENT PLASTER EL= -16-3" --------ICff---------FEF-T ----- SIGNAGE.UNREL--------------------- TOP --------- OF FRAMING SEPARATE CONTRACT PORTLAND CEMENT PLASTER EL - 15'-6" _ — _ TOP OF CANOPY E EL= -11'-Q" _ BOT. OF CANOPY SIGNAGE UNDER SEPARATE CONTRACT OVERFLOW SCUPPER SEE DETAIL 14/A -507 ----- PORTLAND CEMENT PLASTER EL- 0'-0'_ 46 D OP OF SLAB A-501 4 5 C 11 13 A-303 MECHANICAL SCREEN A-303 WALL BEYOND F EF.1 I I --- ..-..- F F- 11 LIGHT FIXTURE, TYP 5 A-405 PNEUMATIC TUBE PNEUMATIC TUBE A 502 EXP SYSTEM (NIC) SYSTEM (NIC) JT WEST ELEVATION BRICK VENEER F EF -6 C: 6 A-203 D I 12 MECHANICAL SCREEN A-303 WALL BEYOND I 7 r r -r -i 10 A-502 CON JT CON i Tr 10 I 15 A-502 EXP FEF -2 I A 502 JT ----------------------------------------------------------------------- SIGNAGE UNDER l SEPARATE CONTRACT z a A-504 ALUMINUM AWNING, TYP. CEMENT PLASTER RECESS I EF -1 10 10 A-504 A 507 6 A-203 2 A-5 8 9 1Q r-- SHEET NOTES (L) 0 Z ® >_c 12 A-303 I I z N O T r fn F EF -1 PORTLAND CEMENT PLASTER PORTLAND CEMENT PLASTER F EF -2 K q N A-402 L- ,18'_3" OP OF FRAMING .ASTER )10 _EL- 0'-0" _ TOP OF SLAB u:\proIecis\wamu\nonaa\mssantora\caaoniss\aneeis\nrss o-zvi.snt i/ SHEET SYMBOLS F EP -2 SEE EXTERIOR FINISH SCHEDULE SHEET A-201 • — • --- EXPANSION JOINT Z o c� v � N Z F" o Q Q V o 00 w�cy, � N J U j E C i (D in o Q a d N U e > cD cD � < (u 0?:c,,r,, ya N N — �._ �cDCD ro j0 0(D N (-4 U c- U) La EXTERIOR COLOR "RED EF-6 ACME BRICK, CUNNINGHAM, ROCKFACE" _j BRICK BASE BRICK SIZE: X"W x X"H x X"D EF -7 SCHEDULE a °C STEEL PIPE AT DRIVE-THRU ISSUED / REVISED DATE 1. COLORS IN THE EXTERIOR COLOR SCHEDULE 0 ARE FOR MATCHING FINISH COLORS ONLY AND C)N ARE NOT TO NECESSARILY REPRESENT PAINT CODE MFR COLOR FINISHES, LL' 2. COLORS EF -3 AND EF -4 AT THE AWNINGS ARE FACTORY -APPLIED CUSTOM COLORS ON ALUMINUM COMPOSITE PANELS. COLOR TO w MATCH PAINT COLORS INDICATED ON THE o EXTERIOR COLOR SCHEDULE. LOCATION � ALL CONTROL JOINTS/REVEALS TO BE SHOP � PRIMED AND FIELD PAINTED TO MATCH ADJACENT COLOR. PERMIT ISSUE � N JANUARY 23, 2006 EF -1 MATCH ICIDULUX 659 "PRISM WHITE" Q zLL Elevations SCALE. ®V� 0 2 4 8 PLASTER FINISH/COPING/PAINTED SOFFIT z :30 PM COPYRIGHT c = W V ❑ N w EF -2 MATCH ICI DULUX 533 "OBELISK" PLASTER FINISH/COPING ® ~ 4 Q 0 w EF -3 MATCH ICI DULUX 169 "BRICK ROAD" O LL � PLASTER FINISH/AWNING 0® Q z z EF -4 MATCH ICI DULUX 830 "KHAKI GREEN" ® L1_I < U PLASTER FINISH/COPING/AWNING _ u 0 EF -5 MATCH ICI DULUX 1492 "BLUE DOOR" PLASTER FINISH/COPING a �- "RED EF-6 ACME BRICK, CUNNINGHAM, ROCKFACE" BRICK BASE BRICK SIZE: X"W x X"H x X"D EF -7 ICI DULUX 4308 "SAFETY YELLOW" STEEL PIPE AT DRIVE-THRU ISSUED / REVISED DATE 1. COLORS IN THE EXTERIOR COLOR SCHEDULE PERMIT ISSUE 1-23-06 ARE FOR MATCHING FINISH COLORS ONLY AND ARE NOT TO NECESSARILY REPRESENT PAINT FINISHES, 2. COLORS EF -3 AND EF -4 AT THE AWNINGS ARE FACTORY -APPLIED CUSTOM COLORS ON ALUMINUM COMPOSITE PANELS. COLOR TO MATCH PAINT COLORS INDICATED ON THE EXTERIOR COLOR SCHEDULE. 3. ALL CONTROL JOINTS/REVEALS TO BE SHOP PRIMED AND FIELD PAINTED TO MATCH ADJACENT COLOR. PERMIT ISSUE 4. ALL COPING TO BE FACTORY -APPLIED CUSTOM JANUARY 23, 2006 COLOR TO MATCH ADJACENT COLOR. Exterior Elevations SCALE. 1/4" - 1'-0" 0 2 4 8 Am nqmw 1 :30 PM COPYRIGHT c . %j F E FI EF -1 2 SIGNAGE UNDER SEPARATE CONTRACT-, 13 A-301 3 4 5 0 7 0 12 13 A 302 A-303 B A —I— F EF -1 --—-—-—- MFCLMJ( LG.AL-SCREEN_ --I— -—- — - — --I—ME-CHAN_ICk-5CR-.E.EN--------------------------------------------------------------- — ----- ----- EL-_ -25'-6" WALL BEYOND WALL BEYOND — — — — - TOP OF FRAMING 1� F EF -1 F EF -1 I I I FEF -5 A- 502 I TYPFEF 2 --- - - - - -- - - - - I- - - -- - --- -- - - - - - - --------------- - - - - -- --------------- - - - - -- EL -_+20'-3" TOP OF FRAMING 1 SIGNAGE UNDER _i, EQ EQ. FEF -5 , A-507 SEPARATE PORTLAND CONTRACT rh --- - - - - ---------------------------- - - - - ----------------- - - - - -- - EL. '18_-3" CEMENT 10 ;---------------------------- TOP OF FRAMING PLASTER A 502 cS PORTLAND OVERFLOW SCUPPER Lu CqLF-1CEMENT a SEE DETAIL 14/A-507 PLASTER �.... - - W . - - - - EL- *15'_6" F EF 1 � SIGNAGE UNDER TOP OF CANOPY qF ® ® ® ® - - 1 SEPARATE 10 ®®----®®..� _.--®�----,.--®®m.---_..._.--- --.- � CONTRACTC)r A-502 FEF -4 -.� - ;----- --------------- CON — — —=--------- JT - , ------ ------ rt I EL- *11'-0" ALUMINUM I I BOT. OF CANOPY I // // // I STOREFRONT / // / / / / 0- E4 SYSTEM W/ SIGNAGE UNDER 11 I I INSULATED t- - - - - � SEPARATE LIGHT FIXTURE, TYP I GLAZING I I CONTRACT A -4g5 ALUMINUM I i 4//I ALUMINUMAWNING, TYP. l STOREFRONT PNEUMATIC TUBE PNEUMATIC TUBE SYSTEM W/ I _ _ — SYSTEM (NIC) SYSTEM (NIC) PORTLAND CEMENT PLASTER (INSULATED FEF -1 4 I I A-507 FEF 5 I GLAZING / / 1 I I o A-502 A-507 F EF -1 I BRICK VENEER I I _ I I FEF -s /% /% Igo 46 A- 501 .............. F 1 7D I -------®•,- -- -----� ------ _, 6A 66 4A OPP. A-503 A-503 A-501 EAST ELEVATION C I A EL- *18'-3" TOP OF FRAMIN BRICK VENE F EF 6 Ak EL- +0'_0" _ TOP OF TAB - ------------------------------------ Sim_--- ----------------EL' Q-0" TOP OF SLAB 4 SOUTH ELEVATION OPP. 1/411.11.011 EL- _ EL_ t25'-6"- - TOP OF FRAMING - - - - - EL -}20,_3,x- - - TOP OF FRAMING EL- *13'_6" _ - TOP OF CANOPY _______ EL- +11'_0" __ BOTTOM OF CANOPY -io- TOP OF SLAB u\nanaa\nt ssantard\caddntss\Jheets\ntss a 9 10 SHEET NOTES 1) SEE SHEET A-201 FOR EXTERIOR COLOR SCHEDULE. SHEET SYMBOLS F EP -2 SEE EXTERIOR FINISH SCHEDULE SHEET A-201 - - - - - EXPANSION JOINT SCALE: 1/4" - 1'-0" 0 2 4 8 O Z � v- 1 CIO N z 0 O ® t�oco w (n N _ C C G cp LO 0 U Q 'T.�� Z a 'q'T 0 O c In 0) N N .r LL_ U J 7: cD (0 J O +' a O Q 'q ICU N qj N y� ci Ui F- {L 3 .j Q �• 0 0 LL. r z LLo N Q o N W N Z 0cc F- t9Vz Z V O 00 U) U Y Q w< ® O � m m z -4S Lu J co U W O Q d IISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Exterior Elevations I 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 " F I E 1 2 3 4 5 6 7 8 9 10 u: projects wamu ori a n ssan or ca n ss eets ri ss_a- 2.s t 1/25/2006 12:09:40 2006 CALLISON ARCHITECTURE,INC. A 0 T q 00 dY Q% 0 z ( .� 0 %s GRID GRID GRID GRID I- < z 341W 130 A 502 1'-10 1/2 " A 502 1'-10 1/2 a N - CO EL- X20,_3„ EL -'-20'-3"--------------- -- I --------------I TOP OF FRAMING I I I TOP OF FRAMING I r �- PORTLAND CEMENT PLA TER 10 1/2 " 4 ON METAL LATH OVER ROIF MEMBRANE LAYERS OF BUILDING PIER ROIF MEMBRANE Q A-502 OPP ON PLYWOOD SHEATHIN --- ON, PLYWOOD ON, PLYWOOD SHIATHING SHEATHING I I EL- _ _ _ _ _ _ _ _ _ I- - - TOP OF FRAMING' METAL STUDS PER STRUCTURAL ROOFING ASSEMBLY METAL STUDS REFER TO STRUCTURAL ROQFING ASSEMBL II ` � - - �) THERMAL BATT AND I I THERMAL BATT AND I 8 BLANKET INSULATION j j BLANKET INSULATION PORTLAND CEMENT PLASTER IA -507 - ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER j ON PLYWOOD SHEATHING jk EL' VARIES I EL- VARIES I _ TOP OF STEEL - TOP OF STEEL I EL= VARIES i TOP OF STEEL METAL STUDS W/ METAL STUDS -� PER STRUCTURAL RE ER COMPENSATION STRUCTURAL ROOFING OVER I PROTECTION BOARD OVER METAL ROOF DECK I 1 I I I II EL - -14'-4" A 501 I I _ I TOP OF STEEL - - - - - - - -- -r PORTLAND CEMENT PLASTER ON METAL LATH OVER 2 j I - FOAM SEAL TO DECK EL- *13'-6"I_ I I fi LAYERS OF BUILDING PAPER I I Z TOP OF CANOPY. i ON PLYWOOD SHEATHING---- - (y) 2 LAYERS OF BUILDING z b o CD 5 A r ® -502 _ PAPER OVER PLYWOOD METAL STUD�I SHEATHING O Q o -q-rn F o j I I r J J m E EL= *11_0" ---------- I---- I E30TTOM OF CANOPY 1 ELa_*11'-0" - _ _ _ _ BOTTOM OF REVEAL - 1 ( _ EL= *11-'-0" BOTTOM OF LO o 0 ¢ a� '— (Zr B > o cQ , U Q� I I I I j CEILING I I CANOPY GYPSUM SOFFIT BOARD I Z 0 s V)_ +- "_ `-- ---- "_ _^ ! ♦ SEE SHEET A-121 �(NO L V I I I 7 ' J N 3 CEILING I A-507 I Q �N N tv tv 3 SEE SHEET A-121 I METAL STUD FURRING v (0 11- L6 co FACE OF WALL BEYOND PORTLAND CEMENT PLASTER GYP BOARD ON ON METAL L ATH OVER 2 I I ALUMINUM STOREFRONT METAL STUDS I LAYERS OF BUILDING PAPER CEILING PLYWOOD SHEATHING SYSTEM - I I I SEE SHEET A-121Ajj�ON GYP BOARD ONMETAL STUDS A 504 A-504 I I I II LL. ' LII 0 z I ®U)W I I I II LLj 04C) I I i I -e Q p LL ®0 I I I II I �0��IQ I I I II I o >C/) ui I I I II I II I I I I I I I BRICK VENEER ISSUED / REVISED DATE I I I I PERMIT ISSUE 1-23-06 I � OPP ' 15 I I A 50 TOP OF CONCRETE 4 SIDEWALK WHERE A-501 14 I i A-501 I- - 5 I I I OCCURS- A-102 —1 EL= -0'-0" - - - TOP OF SLAB - - - - - - ^ - - ^ - - -° P P EL- -0-0" - - ----A _ 1 � _ - TOP OF SLAB P °' °' EL, t0,_0„ P P P - - - -I - - - - - - TOP OF SLAB �', U P P I� , QP °°I^1 I, DD'TII O O O ,—P —I OOOnn 1- -- �® • I I( o�-n Qf�QP ° •Q�. PaQ/ = 1• IT. -A III _i I ---- 1 �I}IIL .• � —_—P O_ —_ 50 lr "N".' ISSUE .m°D, aP .PDPPP -OfPI PERMIT ANUARY 23, 2006I I iLI Djp I I I t— III—I I ,,_3.. Wall WALL SECTION AT ENTRY 12 3/4"-1'-0"13 WALL SECTION 3/4"44'14 WALL SECTION 3/4"�4�4' Sections 02 Am3,.� I I u: projects wamu ori a n ssan or ca n ss eets ri ss_a- 2.s t 1/25/2006 12:09:40 2006 CALLISON ARCHITECTURE,INC. 3 4 5 6 7 8 9 1Q GRID O I I I , 6 GRID O I 1 I I 14:VY:'tJ flVl l.Vf"INxJl 11 U GRID I I I I GRID 1 I I I I I 10 v2" A 502 I I I I 1I 4 ROOF MEMBRANE 0 1/2 A-502 OVER PLYWOOD _ OPP I I I 10 1/2 ROOF MEMBRANE OVER 1 m 4 A-502 PP O I I I 101. 1/2 " ROOF MEMBRANE OVER � 4 A-502 OPP � N U) SHEATHING - h� � T PLYWOOD SHEATHING---__� z PLYWOOD SHEATHING > _ I I EL= *18'_3"- - - - - - - - - - - - - I I TOP OF FRAMING T C.) 0 I I ______ _____ rt - - EL= -18'-3" _ _ TOP OF FRAMING `� rn N I _ _ _ _ _ _ _ _ _ EL= 18 -3" TOP OF FRAMING _ _ _ _ _ _ _ _ _ _ I --- EL= +181_3„ I— - TOP OF FRAMING ROOFING ASSEMBLY I -' "-� E d Q 7 ROOF MEMBRANE I cNo Z Q I ROOFING ASSEMBLY--- I ON PLYWOOD LEH i iI LL .. (C) QD U j 0" 0 0 N 3 SHEATHING Q a)N V T (n a Yr _ ___________________ EL= VARIES - - - - - - - - - - - - - - - - ---- EL= VARIES TOP OF STEEL TOP OF STEEL 7- ROOFING ASSEMBLY SSEMBLY ROOFING ASSEMBLY METAL 1 REFER TOUDSTRUCTURAL EL- VARIES - - METAL STUDS ______________ - TOP OF STEEL EL= VARIES REFER TO STRUCTURAL -___-_-_-_-___-_-__ TOP OF STEEL II DOWNSPOUT BEYOND THERMAL BATT F7 THERMAL BATT WHERE OCCURS AND BLANKET INSULATION METAL STUDS I AND BLANKET INSULATION STUDS REFER TO STRUCTURAL ----------METAL REFER TO STRUCTURAL THERMAL BATT I I PORTLAND CEMENT PLASTER I I AND BLANKET INSULATION - -� i i LAYERS ME L LATH OVER 2 NG PAPER I ( THERMAL BATT I PORTLAND CEMENT PLASTER I ON PLYWOOD SHEATHINGINSULATIONC? I AND BLANKET ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER PORTLAND CEMENT PLASTER I PORTLAND CEMENT PLASTER ON PLYWOOD SHEATHING ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER I ON METAL LATH OVER 2 ON PLYWOOD SHEATHING I i LAYERS OF BUILDING PAPER ON PLYWOOD SHEATHING i (> 10 A- 07 5 A-502 � ® I . � 5 � � � 1 A-502 OPP-507 EL- '1-11-011_- _ _ _ _ _ _ BOTTOM OF REVEAL { 1 _ _ _ - - - - � I _ EL= 11'-0" BOTTOM OF REVEAL rl II ®o o EL= 111' 0" BOTTOM OF REVEAL I - - - - - I - - - - - - -EL- dl' -O" I BOTT0-M-0 F REVEAL `♦ I CEILING I I I CEILING /� II CC? ' CEILING SEE SHEET A-121 s CEILING I SEE SHEET A 121 i SEE SHEET A-121 SEE SHEET A-121 I I ALUMINUM ALUMINUM I I II PANEL AWNINGI I PANEL AWNING GYP BOARD ON I I GYP BOARD ON II GYP BOARD ON I, I — METAL STUDS GYP BOARD ON METAL STUDS METAL STUDS METAL STUDS II Ci BRACE FRAME I BEYOND - SEE I ®J I I STRUCTURAL DWGS 1" 11011 i � �000� 1'-211 BRACING FRAME ALUNUM DOW SYSTEM SEEM YPICALNWINDOW ELEVATIONS BRACING FRAME SEE STRUCT. DWGS. OFFSET METAL STUDS VERTICALLY I RECESS 6C/A 503 1 SEE STRUCT. DWGS. TO ACHIEVE REQUIRED PORTLAND I WALL THICKNESS CEMENT I PLASTER WALL I I I I I I I I I 1'_011 I I I I I I I I a 3 I1II 3 6 I OPP 3 I OPP 14 ♦ "� A-501 A-507 I ' A -50 4A � XII OPP PO X ` X BRICK � VENEER ♦ / BRICK BRICK / BRICK ♦ VENEER VENEER ♦ VENEER BOAR ONSTS METAL D I , A-501 o , I 14 ; I A-501 I i 14 A 501 TOP OF CONIC SIDEWALK I i 14 A-501 OPP i (, i C` C 14 A-501 TOP OF CONCRETE � i— OPP WHERE OCCURS I I TOP OF CONCRETE I- 1 SIDEWALK WHERE OPP OCCURS TOP OF CONCRETE � + I I � I WHERE I � I SIDEWALK WHERE y EL' 01.0„ - OCCURS - --� - - - - -�- - " 4 °' I - I--- -- - A ' ° I------- - - EL= 0,, 0„ TOP OF SL I + ° P OCCURSIDEWS 1------ -- - - EL- 0,_0„ I TOP OF SLAB' I a I---------EL-_0,_0„ TOP OF SLAB I--------- TOP.OF SLAB - P -- _ ---- -- ----- ----- P• ..;P ;° ` - -I ---- - q.I ' IP . p•, .p• I— , , .i°� ,•'I ° p' •p' J ��\I —I l J _I 1 —� I I—I 14 91 �— a - I .o .• q 1'-31, I I 1'-311 I 11.311 I—i- I 1'-311 BRACING WALL SECTION WALL SECTION 1 7 WALL SECTION--. 1 WALL SECTION � � 11 3/4"-1.0„ L 3/411,11.011 `J 3/4"=1'-0" 3/4"4-011 T CD q�' T Id CO II= 0) d � Z ® > V @ z a w z Q o N Q) ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Wall Sections 6 1/GJ/4VVJ 14:VY:'tJ flVl l.Vf"INxJl 11 U am v- 0 1U6 u� r� Z�Z ®ah h 130 Z � N U) C) Y < 0z w � T Z z I= 0 0 > r� C.) 0 � `� rn N J V C (D L E d Q 7 U cNo Z Q o (0ce) As 4- N (N — LL .. (C) QD U j 0" 0 0 N 3 Q a)N V T (n a Yr ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Wall Sections V:\F11Vjti1,15\WUIIIy VIVnUU\111 SSUIIIOIU\CUGQ11155\Jl ley l5\[ u t;*_U-JVJ. 5111 1/GJ/4VVJ 14:VY:'tJ flVl l.Vf"INxJl 11 U GVVV \-f\LUJVIV fu\\.I III L\.I VI\L, uv\.,. h 0 1U6 w Z�Z ®ah h 130 Z V ® U) C) Y < 0z w n 0� 0 Q Z > r� ee ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Wall Sections N 0 0 N 0 N Lu m 7) z V Lu Q V:\F11Vjti1,15\WUIIIy VIVnUU\111 SSUIIIOIU\CUGQ11155\Jl ley l5\[ u t;*_U-JVJ. 5111 1/GJ/4VVJ 14:VY:'tJ flVl l.Vf"INxJl 11 U GVVV \-f\LUJVIV fu\\.I III L\.I VI\L, uv\.,. N 0 0 N 0 N Lu m 7) z V Lu Q l ------------------------------------------------------------------------------------------------------------------------------- -- -- - - - 1 2 3 4 5 6 7 8 9 10 J SHEET NOTESOD (3) II- c :3 CA z a) .� p 7 F Im Q ro z - Lu /A _ *' Z p m N � O �— U) 12 12 A-405 A-406 n`J 0 I '-2" 3'-6" 36'_8° IF 43'-4" E I OF 10 CONCRETE A-102 EQ EQ DASHE LINE' p p' p' p' p INDICATE D p I p P G D P p G CANOPY ABOVE. IG G P D D G P O _ - CONCRETEIp' , 13 Q ©CONI I P G P P A-102 D I I Z� L1 Q Q D D D I D 7'-7,"P D G P P D G D 1' P 90 HIM ° ° ° ° ° G I I' 11 'CONCRE Ip p- •-p - - - - - _ D D p D o ISLAND L D , G A 406 TYP D I I- - - - - - - -_-- __ _ -_ -- �---- -- _ -_ - -- -- -_ - -_-_ _ + — I---=— A �-- D I• I D ° D ° I I PIPE BbI ' ARD I, P SEE DETAIL, P ° ° ° ° ° ° ° ONCRMr = — ASPHALT 124-102,,TYP p AD p ' PAVING SLOPE p 'SLOPEG 7 D I P _ "' 7 1/PERU Q Q l �\ 1/ I' I o A A-405 � �� F -T MI TYP ' FTM TYP' G I, I D D D G P L> 411 CONCRETE • p I. f G G A-102• °�°° 'FOR Q Q' L1' ISLMD ° D NIC!-, I D G C Q Q I Q Q 'i' Q. D 4 p 1 P p �p PIPF� BOLLARD 4 SEE DETAIL PIPE'BP)L.LARO 11 q 2/A-.102, TYP D D ,' D SEE DETAIL D I' F�102 D 21,011 0 .4 I UA -102 TYP p p I D •I I. , , �I Q 3' -fir . I 1 Q Q 2'P 0" Q Q O D G I I G G P D , '� D P D D I. I P o 13 , 5 I ,• G p I' G o A- O2 i. I p" p D D D. ,, D. p. p i. f A-102 D I I P OF .DEQ I. IRAWER I ;;,'. s, Q I' L' A-102' I. QI Q Q Q 'EDGE OF ' Q N 1,_ CURB ° 6 I D D - 1 SEE A-111 I c I' •A-102 G G- G ° SE A-111 1 MATCH LIN f LINE D I p D D } O- — - — -- - -- — — — — — —--=-C — — — — — — -— -- I `-BIN F--Fa,�b —' — I !---'---�--- — `�. — — — —— -- C 4 I - FN -18 -I_ r- I I I - - - - -I `� !I n J L - - - � 12 A-406 CANOPY FLOOR PLAN 1/4"=1'-0° In. SCALE: 1/4" , 1'-0" I :. to V) � N Z u O O C�o00 W U N ia)° U Z) 0) E c c0Lo ° Q a) -- q N U V S >�Cfl(D Z¢ 4- LL U J Jc:) -'C:)C a� aa)iNN 3 G� v) f= u T J h ® L N O o I" J N LO2 W ®� Nva �v00z zOU) x tie(❑ Q Lu 0 Q W m z U U)Lu Q � 0 � ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Canopy Floor Plan 0 2 4 8 Am4()1 u: projects wamu ori u n ssan or \ca n ss eets\n ss a 1.s t I 2:09:47 PM COPYRIGHT c 2006 LL , 3 4 5 6 7 8 9 10 3 4 S fi 7 8 9 10 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 E G _ 3 4 5 6 7 8 9 10 E A 2' 0"01 SLOPE 1/4" PER FOOT COPING WITH CONT. CLEAT AT BOTH SIDES -------. ' TOP —0 F FRA—MING PORTLAND CEMENT PLASTER ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER ON PLYWOOD SHEATHING ----TUBE STEEL BEAM PT REFER TO STRUCTURAL METAL STUDSYP REFER TO STRUCTURAL J —7 FLASHING MEMBRANE ON I 15 PLYWOOD SHEATHING I A 506 CANOPY BOX BEAM DETAIL_ PORTLAND CEMENT PLASTER CANOPY ELEVATION —EAST 3/4,,1,_0„ � � % 1/4..,1._0.. GRID I 2'-0" 4101 PORTLAND CEMENT PLASTER ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER ON PLYWOOD SHEATHING ROOF DRAIN AT NEAREST COLUMN &CANOPY COLUMN DETAIL EL- _ -14'-4" 4 - - — - TOP OF STEEL EL=_0' _0" TOP OF SLAB CANOPY SECTION 1/4"yl'-0° B I I I I I I EL= ±17'-6'_ TOP OF FRAMING ^1 I I -i----- EL'- 13'-10"-- TOP OF STEEL AT EDGE BEAM I I _EL- +11'-0" —C _ — BOTTOM OF CAP 6 A-405 OPP _ TOP OF SLAB SHEET NOTES 1) SEE SHEET A-201 FOR EXTERIOR COLOR SCHEDULE SCALE: 1/4" - 1'-0" 0 2 4 8 J O a �oo 0) (D g a C0) Z m .� O >� a¢� Z - Lu�_41 z a o N O m W (y) N z 1 -OO Q o OD W 'q 0) N J O a E C C (0 Lo U a > (.0 (-0 z¢ w -T Q Oma `` co � +• (O CO O O O a N N N tJ U) L6 3 PERMIT ISSUE JANUARY 23,2006 canopy Elevations, Section Details 0 C) LL.C) ® z LLO W N Z C) ® � w ® oC - F. m < 0 0 2E 0 Z z z0U) W < ee J 00M LJ. a ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23,2006 canopy Elevations, Section Details 3 4 5 6 7 8 9 10 GRID PORTLAND CEMENT PLASTER ON METAL LATH OVER 2 LAYERS OF BUILDING PAPER. INSTALL OVER PLYWOOD SHEATHING------- 2-PIECE COUNTERFLASHING SEE DETAIL 15/A-506 SIM -- ROOF MEMBRANE OVER PLYWOOD SHEATHING ---- ROOF MEMBRANE ON ) 4 PLYWOOD DECK 6 A-502 A 506 METAL COPING OVER-------_ FLEXIBLE FLASHING I I ROOF DRAIN BEYOND PORTLAND CEMENT II PLASTER ON METAL - - -- LATH OVER 2 LAYERS `�' ' `-- _ METAL STUDS BUILDING PAPER ON �' I ` ` - _ _ I REFER TO STRUCTURAL PLYWOOD SHEATHING- _ STEEL TUBE WIND GIRT - - - REFER TO STRUCTURAL 5 A-503 - I I DIM POINT _ _ _ BOTTOM OF CANOPY — - — — - — I �' 1/2" ALUMINUM PORTLAND CEMENT I BACKER ROD AND SEALANT REVEAL PLASTER ON METAL �� BOTH SIDES 2„ LATH OVER 2 LAYERS BUILDING PAPER ON FEF -1 STOREFRONT F EF -3 PLYWOOD SHEATHING �I I -1/2" ALUMINUM REVEAL 2 1/2 " _ 4" 3'-2" I NOTE: REFER TO SHEET A-201 FOR ENTRY CANOPY DETAIL EXTERIOR COLOR SCHEDULE 11/2"44' GRID 5„ 4'-0" CANOPY DETAIL 11 11/2 NOTE: REFER TO A-201 FOR EXTERIOR COLOR SCHEDULE PORTLAND CEN PLASTER OVEF LATH OVER 2 BUILDING PAPE PLYWOOD SHE, BUILDING PAPE LAP OVER MEI FLASHING WEEP SCREED - DIM POINT TOP OF SIL ROLLOCK BRIC SILL BRICK VENEER 2 LAYERS BUII PAPER ON PL) SHEATHING DIMENSION POINT ---- DIMENSION POINT--_.- PORTLAND CEMENT----. ; PLASTER ON METAL , PORTLAND CEMENT LATH PLASTER ON METAL 2 LAYERS OF BUILDING OD BLOCKING LATH I PAPER ON PLYWOOD SHEATHING LAP OVER 2 LAYERS OF BUILDING METAL TRIM PAPER ON PLYWOOD; FLEXIBLE FLASHING—f" / '! SHEATHING - LAP OVER `' :;I G METAL TRIM --� WEEP SCREED _ TAL FLASHING FLEXIBLE FLASHING ------____ ;'.i i CONCRETE WALK -4_1 ¢ SEALANT &ROD I P-OFNSLAB— — I DIt P POINT _ _ _ Q Q ' p ' OF SL Q G 3" GWB WEEP SCREED----__ p•, .OoO o Oo0 Q GQ FINISH GRADE G G SO000 �OD 0 G G a A' �ODo�000 p --Fl 11 1 1 I1= 1=111— G —11 '_)O O /_� 00 ; 0 -I � I—lil-lil, � Ilil� � IITII � I � � `� Q • A AT LANDSCAPING B AT CONCRETE SIDEDWALK CEMENT PLASTER @ BRICK � �CEMENTPLASTER- T�EMINATION 3"44' p CO Q' g 0 rn c � cu ._ 0 >� Q w z�o� a� O N SEETS STRUCTURALGRI TS BRACED FRAME--- V SEE STRUCTURAL 5/8" GWB W M METAL STUDS V 16" OC N FITTED IN BETWEEN I n TS BRACED FRAME Z f" a I p �C� � `� m U N — — — — — — — — — — — — — — — — — — — — — — — GRI - --------------------- - ------ - - E —r-- - J c (0 uo o GRID ¢ W- "T N 4 >�c9cfl -- 1'-31/2" V zQ �� d o 2 LAYERS BUILDING PAPER V) - OVER PLYWOOD SHEATHING , MORTAR NET ---- ' j -- ---------- - ----- -- -- ---- - - - - -- - -- BUILDING PAPER LAP _._. OVER FLEXIBLE FLASHING ---___ _.- . --- �-- BRICK VENEER TERMINATE FLEXIBLE FLASHING_ _ - _ �; � _ _ CONC. FLOOR SLAB-- PLYWOOD SHEATHING ON 1/4" FROM FACE OF BRICK I- FINISH PER PLANS BRICK VENEER METAL STUDS Q 16" OC I W/THERMAL BATT INSULATION VERTICAL JOINT WEEPS 24" O.C---______� MASONRY TIES \ I i J to 16" O.C. DIM POINT_ r' TOP OF SLAB II Q 2 LAYERS OF BUILDING PAPER FINISH GRADE G G I Go Q L6 5 1/2." D I p.• G : o. J N EXT WALL AT BRACED FRAME. DAMPPROOFING -�� a G. p P: Q cc z L 8 11/2,,,,, 0„ 20 NOTE ��'` G Q �' Q: U) W DRAINAGE PIPE SHALL BE INSTALLED G 4_11 v G Q G Z U AROUND THE ENTIRE BUILDING PERIMETER 1I ' AND SHALL BE TIED INTO LOCAL STORM s p p G „� �' DRAINAGE SYSTEM I — - -G - — : - �-G- - — . (�- - - - : = - — - -'=' = b to Q ® � 3 1/2 10 1/2 5" FILTER FABRIC- -A QG Lj G GWB ON MTL STUD v.•.....,....~:::!: ~ PORTLAND CEMENT O� O -V `O > u) w PLASTER ASSEMBLY O s c I G G 3; STEEL TUBE COLUMN :UOOOO O ) VAPOR RETARDER J O PER STRUCTURAL ::::. 2 LAYERS OF O BUILDING PAPER ON o : DRAINAGE GRAVEL 0 IPLYWOOD SHEATHING : JS GWB ON METAL STUDS CAPILARY a BREAK WHERE OCCURS - ...,.I METAL STUD W / O ................. .........................O O PREPARED SOIL THERMAL BATT Q -- - -- - -- iINSULATION C14 _p - - - - - - �- - - :::•::-::::::: - - - -GRID o-� ' L�' ISSUED /REVISED DATE z ME :O O �O G PERMI FOOTING PER f ISSUE 1-23-06 ,• 777, n STRUCTURAL DWGS �J 0 co �- FACE OF BRICK ::::::::::::: VENEER BELOW 4" DIA RAINAGE PIPE LOCATED BESIDE , OOTING -- TIE INTO j I j I I I I I I I I I I I STORM QRAINAGE SYSTEM ...., 1-0„ MI _ 'i , II N t-3 .. .I. j . } - �- ROWLOCK BRICK PERMIT ISSUE SILL BELOW JANUARY 23, 2006 3 A -sot GRIDX t� r 1 ®1” TYPICAL PERIMETER FOOTING ®tai 1� COLUMN PLAN DETAIL INSULATION AND DRAINAGE 13 14 11/2,,14, I u; projects warnu n ori a n ssaor ca n ss eets n ss_a-5 1.3it :03 P CY)PYR G a 2006 CALLISO RCHffECTURE, INC'. Am 5 uOqh PORTLAND CEMENT PLASTER ON METAL 6 LATH OVER 2 LAYERS OF BUILDING A-506 PAPER OVER PLYWOOD SHEATHING SIM FLASHING & COUNTERFLASHING — SEE 15/A-506 METAL STUDS REFER TO STRUCTURAL I I I 4 ROOF MEMBRANE OVER � A-502 PLYWOOD SHEATHING ROOF MEMBRANE ON PLYWOOD DECK ROOF DRAIN BEYOND PORTLAND CEMENT PLASTER ON METAL LATH OVER 2 LAYERS I BUILDING PAPER ON 3 CN u, PLYWOOD SHEATHING � T- N STEEL TUBE WIND GIRT/ � I METAL REFER TO i SEE STRUCTURAL STRUCTURALS CEILING -SEE RCP A-121 DIM POINT BOTTOM OF CANOPY A-503 �` I I I PORTLAND CEMENT PLASTER ---1/2 ALUMINUM ON BACKERAROD I I ^_ METAL LATH OVER REVEAL I `� I BUILDING PAPER AY E RS R �- BOTH SIDES I ONLSHEATHING 2" 4" --FEF -3 STOREFRONT 1/2" ALUMINUM I REVEAL 5„ 4'-0" CANOPY DETAIL 11 11/2 NOTE: REFER TO A-201 FOR EXTERIOR COLOR SCHEDULE PORTLAND CEN PLASTER OVEF LATH OVER 2 BUILDING PAPE PLYWOOD SHE, BUILDING PAPE LAP OVER MEI FLASHING WEEP SCREED - DIM POINT TOP OF SIL ROLLOCK BRIC SILL BRICK VENEER 2 LAYERS BUII PAPER ON PL) SHEATHING DIMENSION POINT ---- DIMENSION POINT--_.- PORTLAND CEMENT----. ; PLASTER ON METAL , PORTLAND CEMENT LATH PLASTER ON METAL 2 LAYERS OF BUILDING OD BLOCKING LATH I PAPER ON PLYWOOD SHEATHING LAP OVER 2 LAYERS OF BUILDING METAL TRIM PAPER ON PLYWOOD; FLEXIBLE FLASHING—f" / '! SHEATHING - LAP OVER `' :;I G METAL TRIM --� WEEP SCREED _ TAL FLASHING FLEXIBLE FLASHING ------____ ;'.i i CONCRETE WALK -4_1 ¢ SEALANT &ROD I P-OFNSLAB— — I DIt P POINT _ _ _ Q Q ' p ' OF SL Q G 3" GWB WEEP SCREED----__ p•, .OoO o Oo0 Q GQ FINISH GRADE G G SO000 �OD 0 G G a A' �ODo�000 p --Fl 11 1 1 I1= 1=111— G —11 '_)O O /_� 00 ; 0 -I � I—lil-lil, � Ilil� � IITII � I � � `� Q • A AT LANDSCAPING B AT CONCRETE SIDEDWALK CEMENT PLASTER @ BRICK � �CEMENTPLASTER- T�EMINATION 3"44' p CO Q' g 0 rn c � cu ._ 0 >� Q w z�o� a� O N SEETS STRUCTURALGRI TS BRACED FRAME--- V SEE STRUCTURAL 5/8" GWB W M METAL STUDS V 16" OC N FITTED IN BETWEEN I n TS BRACED FRAME Z f" a I p �C� � `� m U N — — — — — — — — — — — — — — — — — — — — — — — GRI - --------------------- - ------ - - E —r-- - J c (0 uo o GRID ¢ W- "T N 4 >�c9cfl -- 1'-31/2" V zQ �� d o 2 LAYERS BUILDING PAPER V) - OVER PLYWOOD SHEATHING , MORTAR NET ---- ' j -- ---------- - ----- -- -- ---- - - - - -- - -- BUILDING PAPER LAP _._. OVER FLEXIBLE FLASHING ---___ _.- . --- �-- BRICK VENEER TERMINATE FLEXIBLE FLASHING_ _ - _ �; � _ _ CONC. FLOOR SLAB-- PLYWOOD SHEATHING ON 1/4" FROM FACE OF BRICK I- FINISH PER PLANS BRICK VENEER METAL STUDS Q 16" OC I W/THERMAL BATT INSULATION VERTICAL JOINT WEEPS 24" O.C---______� MASONRY TIES \ I i J to 16" O.C. DIM POINT_ r' TOP OF SLAB II Q 2 LAYERS OF BUILDING PAPER FINISH GRADE G G I Go Q L6 5 1/2." D I p.• G : o. J N EXT WALL AT BRACED FRAME. DAMPPROOFING -�� a G. p P: Q cc z L 8 11/2,,,,, 0„ 20 NOTE ��'` G Q �' Q: U) W DRAINAGE PIPE SHALL BE INSTALLED G 4_11 v G Q G Z U AROUND THE ENTIRE BUILDING PERIMETER 1I ' AND SHALL BE TIED INTO LOCAL STORM s p p G „� �' DRAINAGE SYSTEM I — - -G - — : - �-G- - — . (�- - - - : = - — - -'=' = b to Q ® � 3 1/2 10 1/2 5" FILTER FABRIC- -A QG Lj G GWB ON MTL STUD v.•.....,....~:::!: ~ PORTLAND CEMENT O� O -V `O > u) w PLASTER ASSEMBLY O s c I G G 3; STEEL TUBE COLUMN :UOOOO O ) VAPOR RETARDER J O PER STRUCTURAL ::::. 2 LAYERS OF O BUILDING PAPER ON o : DRAINAGE GRAVEL 0 IPLYWOOD SHEATHING : JS GWB ON METAL STUDS CAPILARY a BREAK WHERE OCCURS - ...,.I METAL STUD W / O ................. .........................O O PREPARED SOIL THERMAL BATT Q -- - -- - -- iINSULATION C14 _p - - - - - - �- - - :::•::-::::::: - - - -GRID o-� ' L�' ISSUED /REVISED DATE z ME :O O �O G PERMI FOOTING PER f ISSUE 1-23-06 ,• 777, n STRUCTURAL DWGS �J 0 co �- FACE OF BRICK ::::::::::::: VENEER BELOW 4" DIA RAINAGE PIPE LOCATED BESIDE , OOTING -- TIE INTO j I j I I I I I I I I I I I STORM QRAINAGE SYSTEM ...., 1-0„ MI _ 'i , II N t-3 .. .I. j . } - �- ROWLOCK BRICK PERMIT ISSUE SILL BELOW JANUARY 23, 2006 3 A -sot GRIDX t� r 1 ®1” TYPICAL PERIMETER FOOTING ®tai 1� COLUMN PLAN DETAIL INSULATION AND DRAINAGE 13 14 11/2,,14, I u; projects warnu n ori a n ssaor ca n ss eets n ss_a-5 1.3it :03 P CY)PYR G a 2006 CALLISO RCHffECTURE, INC'. Am 5 uOqh 3 4 5 6 7 8 9 10 SHEET METAL SHROUD (TOP & TWO SIDES) TO ENCLOSE r o FRAMING FINISH COLOR TO MATCH CT CABINET. CAULK ALL JOINTS BETWEEN SHROUD & PLASTER OR BRICK ROOFING OVER r °0 ' GRID PLYWOOD PLATE. 2 LAYERS OF BUIDLING PAPER METAL COPING COLOR TO LAP OVER EXTENDED ROOFING MEMBRANE ON FLEXIBLE FLASHING OVER UPPER PIECE OF JOINT PORTLAND CEMENT PLASTER ON METAL �: :• LATH CONTINUOUS 5" 10 1/2" .>��.. � MATCH ADJACENT MATERIAL SLOPe 2X TREATED WOOD • . •. • I I J) � � � - _ 1/2"/FT O BEHIND CABINET DIM POINT - ` '------j NAILER AND SHIM IV J i F. Q CUT ROWLOCK ,., I ALIGN WITH "` DRIVE UP FASTENERS W/ CANOPY I - - , NEOPRENE WASHERS PARAPET _ I II F_ N- - OF BRICK FLEXIBLE FLASHING OVER 3:FACE El BEHIND CABINET / .. 3 - A-501 f,• ?: CONTINUOUS , - -PAPER-- 'i DIM POINT METAL CLEAT - - - - - - - - METAL ' MAIN PARAPET 2 LAYERS OF BUIDLING PA P ER-- _ I F OVER FLEXIBLE LASHING I CT CABINET I MOUNTED ONr ' �'---_ ........ :-:,. :.. BLDG II - o UNISTRUT FRAME ; ALIGNING BACK I - GWB ON 2... "' SEALANT �I 2 -PIECE EXPANSION JOINT SCREED I PAINT TO MATCH ADJACENT WITH FACE ' OF BRICK , I METAL STUDS - DARKER COLOR - _ - N PORTLAND CEMENT ROOFING MEMBRANE 2 LAYERS BUILDING l4 PAPER ON PLYWOOD I A-501 :.....: PLASTER SYSTEM ON 2 ON PLYWOOD SHEATHING LAYERS OF BUILDING EL- +11'-0" -- --------- — SHEATHING — I Sim PAPER ON PLYWOOD NV BOTTOM OF REVEAL .' BRICK VENEER - FOUNDATION SHEATHING PORTLAND CEMENT PLASTER ON - .. ' PER ` METAL LATH. SEPARATE LATH AT STRUCTURAL ALL EXPANSION JOINTS. it 7 DRAWINGS I f SLAB III DIM POINT_ - - - _ I DIMENSION WOOD BLOCKING TOP OF SLAB POINT l� P 4 .... : ;:;:`;::::::: _.:::;.............................. �" METAL STUD •, E STRUCTURAL ...:. , .•••''.�- GRADE OR PAVING p p 2 LAYERS OF BUILDING PAPER I ON PLYWOOD SHEATHING. SECTION AT CT CABINET 2 11/211,11.0,1 ::::: :.:::::. ...... :.: PARAPET COPING 3.1,11 011 45 EXPANSION REVEAL JOINT 611,1, 01 3 GRID I A-501 GRID ------------- - -- - --------- - - ---- -- -METAL _ COPING COLOR 2x WOOD BLOCKING---....._ ROWLOCK BRICK GWB OVER TO MATCH ADJACENT MATERIAL CONTINUOS METAL CLEAT I SILL BELOW METAL STUD ROOFING OVER TREATED WOOD SHIM � m - ....................... PT cc�� .:. i:l...... ..'I ,............ ....):' ..:... LAP OVER EXTENDED NDED SLOPE 1/2"/FT g ROOFING MEMBRANE r _... ` 2X TREATED---,- OOD NAILER PLYWOOD SHEATHING Z F• ca o FACE OF BRICK "`� --- ....................:.:..: - - .......- ,.._ ----VENEER BELOW DIMENSION POINT ___-- :. ------- --- m ° U rn K_ a ,,...,.r,...; o _ FASTENERS W/ ----,Ii - ...................!..;.i ------------- NEOPRENE WASHERS cfl to U z Q 0 ---_--------- ------------- ,l, ' ....................... �:.:.. �' ;'``-� ;.""-�•'-�.r . ° SEALAN T ° ° ° °°° °° °" °° - U BUILD 2 LAYERS BU i ° ° ° ° ° " °°' ° ° I c� cQ a o 0 I ;METAL STUD W/ PAPER OVER SHEATHING P WOOD SHE TS SEE STRUCTURAL ° ° ° ° " " ° ° °„ " " `� cv t� THERMAL BATT ° ° ° �° LL :INSULATION PORTLAND CEMENT 1/4 STEEL TUBE COLUMN I .....................'..`. 2 LAYERS OF PLASTER _ROOFING MEMBRANE SLIDE PLATE BRACING 2 LAYERS I CONT 4" WIDE FLEXIBLE OF BUILDING PER STRUCTURAL i BUILDING PAPER ON SEALANT AND I OVER PLYWOOD SEE STRUCTURAL : • FLASHING OVER BUILDING PAPER PAPER AT CONTROL JOINT .......... PLYWOOD SHEATHING BACKING ROD r - - - - - - - - - - BRICK VENEER SHEATHING PORTLAND CEMENT PLASTER I --VERTICAL ; PORTLAND CEMENT t- ORIZON GWB ON MTL. STUD I } ; PLASTER ASSEMBLY z,, �lo Y -LINE OF BRICK ON METAL LATH I HORIZONTAL CONTROL JOINT J 5 ROWLOCK m PORTLAND CEMENT PLASTER OVETWOR LAYERS OF BUILDING METAL LATH OVER DIMENSION POINT a ' PAPER OVER PLYWOOD SHEATHING L. 0� 1�1- COLUMN PLAN DETAIL 7811/2"44' BREAK IN BRICK VENEER 3"•1'-0" TOWER PARAPET DETAIL .J 311,,°-011 PLASTER CONTROL JOINT 1 o FULL SCALE I— _j Z ILL ® to w z � 0 ® Q, C) � _ �_u0 < 0 GRID-----------------------------------------0GWB OVER FRAMING AS NECESSARY Z 0 to w < METAL STUD ROOFING OVER TO FASTEN BOTH SIDES METAL COPING -COLOR PLYWOOD PLATE. TO MATCH ADJACENT LAP OVER EXTENDED MATERIAL ROOFING MEMBRANE OF JOINT 1/8" GAP BETWEEN ■■ J uj SLOPE 1�z'I/FT 2x TREATED WOOD NAILER SHEATHING FASTENERS W/ I' NEOPRENE WASHERS '�-- DIMENSION POINT__ TREATED WOOD SHIM - --- ;, - -¢ — - ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 • h-J� - ---- --- I - I ■rrr—wrwlr— —rr r — lu r+l r---- r --- --- CONT. METAL CLEAT 2 LAYERS BUILDING , PAPER OVER I SEALANT ` —TS SEE STRUCTURAL PLWOOD SHEATHING PORTLAND CEMENT 1/4 i PORTLAND CEMENT PLASTER , ---- ROOFING MEMBRANE PLASTER SYSTEM ON 2 LAYERS OF OVER PLYWOOD I CONT 4" FLEXIBLE FLASHING ' BUILDING PAPER ON SHEATHING 2 LAYERS OF OVER BUILDING PAPER AT SEALANT AND ; PLYWOOD SHEATHING BUILDING PAPER EXPANSION JOINT BACKING ROD ---1/4" WIDE CEMENT PLASTER EXPANSION JOINT -PLYWOOD SHEATHING `- PORTLAND CEMENT PLASTER PERMIT ISSUE JANUARY 23, 2006 BRICK VENEER ON METAL LATH.SEPARATE LATH POINT AT EXPANSION JOINTS. DIMENSION Exterior Details I BRICK VENEER TO PLASTER 13 31..,• 011 TOWER PARAPET DETAIL 3"•1'-O" TYP PLASTER EXPANSION JT 5 1 `-� FULL SCALE ... .__�:.-_a_ ...-...v.. _-�\ _ __.__ ___ __._ _ _ __ _ _ ___ _ __ C \ _ _. nC nr\I l n i n nn n !•/\ 1 .. \ TC T Am502 1 j 1 2 3 4 5 6 7 8 9 10 � o - 3 EQUAL SPACES GRID PORTLAND CEMENT PLASTER GRID CO 10 ON METAL LATH �To 10 11 z OF WIND GIRT C) SEE STRUCT b A-502 A-501 TWO LAYERS BUILDING PAPER Flo TYP F FEF 4 ON PLYWOOD SHEATHING �'z z � .� _ GYP BD ON I I F" q F EF -3 METAL STUDS i � r-_'• --_ • �-------.:��,--_-�' - - - ti�J--_ �•-_- •' WIND GIRT- -0 > THERMAL I THERMAL i I I SEE STRUCT. BATT INSULATION WIND GIRT BATT INSULATION — a� SEE STRUCT. w x F- — L Lj �., 4 I BACKER T R DD I 3 A-503 A506 FLEXIBLE FLASHING I CEILING FLEXIBLE FLASHING A-503 / / / / SEE RCP o OVER METAL TRIM i OVER METAL TRIM _BOT, OF GIRT_ ' / / \ ac - - BOT. OF GIRT— / / -- — .- 12 \ 11'-11%2 A.F.F. "- 4 A506 Q -- ---- -- - I - --. --- ----- — —f 11'-11/2"A.F.F. A 503 \ DIM POINT% - DIM POINT— \ THERMAL l N 13 CEMENT PLASTER OVER I IM ATT INSULATION �! CEMENT PLASTER OVER A 506 METAL LATH OVER TWO SH —_—_—_---_—_—_—__ _---_--_ — _—_—_—_—_—_ METAL LATH OVER TWO -CEILING - LAYERS OF BUILDING GRID LAYERS OF BUILDING I SEE A-121 9 �N PAPER OVER WOOD PAPER OVER WOOD A 503 - a SHEATHING SEALANT STOREFRONT SHEATHING c:, STOREFRONT ALUM. JAMB STOREFRONT SEALANT &ROD I SEALANT & ROD I� 2" TYP 4' 2" _ _ EL=O' 0" COMPENSATING SEALANT ALUMNUM CANNEL ATING E ALUMINUM CHANNEL 2 1/2" EQ EQ EQ EQ 2 1/2" TOSLAB STOREFRONT I STORIEFRONT 4111 orl SIDELIGHT � GWB ON SIDELIGHT 15'-10" R.O. EXTERIOR - 5 INTERIOR METAL sTuo EXTERIOR IN R STOREFRONT ELEVATION WINDOW ELEVATION - T - AM ENTRY -HEAD A D 7 STOREFRONT HEAD /) STOREFRON J B .J I " EQ EQ " EXPANSION JOINT, BEPOWLIGN W/ OPENING 4 STUDS W/ THERMAL TWO LAYERS BUILDINGPE ON PLYWOOD SHEATHING c� OC N / / `.. BATT INSULATION _ ...... .: s : Al i Manu i►a I 1 2 3 4 5 6 7 8 9 10 J a GRID GRID 0 ' PORTLAND CEMENT — — — — <-- PORTLAND CEMENT PLASTER 10 1/2 " 3 1/2 " ON METAL LATH OVER 2 t PLASTER ON 2 LAYERS (D o BUILDING PAPER TO LAP HEADER BEAM LAYERS OF BUILDING PAPER a ON PLYWOOD SHEATHING OVER METAL DRIP SEE STRUCTURAL PORTLAND CEMENT— C I Z °� '� FLASHING ON PLYWOOD i' F ;:: SHEATHING W HIM _ I — PORTLAND CEMENT PLASTER ASSEMBLY I Q OOD S WEEP SCREED I 2 .� PLASTER ASSEMBLY _ TWO LAYERS OF BUILDING PAPER OVER - _ ,.:,, A-504 ' �:•;•; I '•.•. :......•...• . g ,,:.: 15 PLYWOOD SHEATHING '`.,, 1 ,_; .. s I A-507 BUILDING PAPER LAP I � I z /- PREFINISHED METAL I -TELLER WINDOW — > a � ` DRIP FLASHING — — — — — ®J HEAD TRIM, FOIO &VWEEPESCREED SHING ti`..: i o FINISH GWB AS "" I I 2 LAYERS OF " DIM POINT REQUIRED FOLLOWING f = �. `. I BUILDING PAPER LAP HEADER PER TELLER WINDOW RO WINDOW INSTALLATION 6 Gy B ----- I OVER WEEP SCREED STRUCTURAL " A-504 I � I �' '.. •, WOOD SHIM z BLbCKING — �I DRIP EDGE — - Z TELLER WINDOW, I GWB OVER Lu DIM POIN__T� GWB TELLER WINDOW a FOIO I — t ; — — - — — — - — WINDOW ROY METAL STUD HEAD TRIM FOIO SHIM SEALANT AND SEALANT 1/2 " o INTERIOR EXTERIOR I BACKER ROD SEALANT AND z I — WEEP SCREED BACKER ROD TELLER WINDOW, I FOTO - GWB AT JAMB ! SEALANT HM DOOR AND o SIMILAR TO HEAD----- I FRAME NOTE: PAINTED 1X SOLID WOOD I ALUMINUM WINDOW E SEE DETAIL 11/A-503 FOR SILL FULL LENGTH OF HEAD W/ NAILING FLANGE FLEXIBLE FLASHING DETAIL WINDOW. PAINT TO AROUND WINDOW OPENING MATCH WALL NOTE: NOTE: INSTALL FLEXIBLE FLASHING COUNTERTOP CASEWORK — — — — -- ® AROUND ROUGH OPENING FURNISHED AND INSTALLED SEE DETAIL 11/A 503 FOR PER DETAIL it/A-503 (SIM.) BY CONTRACTOR I TELLER WINDOW FLEXIBLE FLASHING DETAIL rSILL, FOTO AROUND WINDOW OPENING TELLER WINDOW HEAD EL. �3' 3 3/4" WINDOW HEAD DOOR HEAD 2 WNDTW TILE RO- — — - — 4 5 3..,1._0.. I 3"4.0., 3..,,._0., I TELLER WINDOW, FOTO I — - — — - — — — - — — — — - — SILL BELOW INSTALL FLEXIBLE FLASHING GWB OVER �- o COUNTERTOP CASEWORK ( ,jam PORTLAND CEMENT PLASTER o'�`� FURNISHED AND INSTALLED �. — — GWB-- PER AROUND ROUGH OPENING METAL STUDS PER DETAIL 11/A-503 (SIM.) ON METAL LATH �• °IW TELLER WINDOW BY CONTRACTOR 7 z g'`- o JAMB TRIM, FOTO TELLER WINDOW TWO LAYERS BUILDING PAPER SEALANT -- of PAINTED 1X SOLID WOOD SILL TRIM, F010 A-504 — — — — — — — 1/4 — — — — — — — r SILL FULL LENGTH OF GRID N THERMAL BATT SEALANT SEALANT AND ON PL WOOD SHEATHING WINDOW. PAINT TO INSULATION (R13) "'-- .._ FLEXIBLE MATCH WALL N 4 CONTINUOUS BACKER ROD Z o o D v, FLASHING AT INTERIOR W PERIMETER V a CCC) - — - — - - - — - SILL OF WALL' PLYWOOD ;........ W F'k _ ° OPENING IS TO SHEATHING- ---_� _ — TOP OF ROUCH f � \� `�� o v�a� E - STUD c c m o 1/2 ' SEALANT TELLER WINDOW SECTION _ • HOLLOW METAL ;` o - DOOR AND FRAME Q vC) 8 1-2-1/2" x 3-1/2" x 1/4" 11/2"•1'-0" — �— SHIM CONTINUOUS GALV. ANGLE V1 "_ -0 (0cd 3 € I BOLT AT EACH STUD 2 LAYERS OF `-' - I `� \, ! \, (0 (0c, SEALANT ; LAP BUILDING PAPERO OVER EDGE TRIM NAILIING FLANGE - N N N 3 `, '` r �• '\ ,`, � _'`--STANDING COURSE PORTLAND CEMENT PLASTER .. , • . ` OF BRICK VENEER -- — — ®� ON METAL LATH OVER 2 PORTLAND CEMENT SEALANT ` — SHIM AS REQUIRED I LAYERS OF BUILDING PAPER PLASTER ASSEMBLY ' HEADER BEAM- I ON PLYWOOD SHEATHING BRICK VENEER SEE STRUCTURAL I I BRICK SILL BELOW WOOD BLOCKING . .., WOOD SHIM BACKER SEALANT AND 1/4 - =- 2 alo .— BACK ROD A-504 2 LAYERS BUILDING PAPER NOTES I I o NOTE: SEE DETAIL 11/A-503 FOR ON PLYWOOD SHEATHING C SEE DETAIL 11/A-503 FOR — - — - — _ — - — _ — _ — _ — _ FLEXIBLE FLASHING DETAIL I I NOTE: PORTLAND CEMENT PLASTER FLEXIBLE FLASHING DETAIL AROUND WINDOW OPENING ( [TELLEAD R WINDOW SEE DETAIL 11/A-503 FOR ON METAL LATH AROUND WINDOW OPENING I FLEXIBLE FLASHING DETAL Q N FINISH GWB AS — — — — — AROUND WINDOW OPENING BRICK SILL BELOW 0 Q REQUIRED FOLLOWING DOOR JAMB I"' WINDOW INSTALLATION L� I rn F OF WINDOW AM PORTLAND P T R 14 z Lu LO ' TELLER WINDOW JAMB % TELLER WINDOW SILL ACED ALL NDO J B OR LAND LASE a 3"•1' 0" / 3"=,'-0" TELLER WINDOW,----_ A-504 9 3",1'-0, 10 3,,1 0" ®� LWl . F010 ®Q� 0 n w INTERIOR EXTERIOR Q 0 NOTE INSTALL FLEXIBLE FLASHING _ a El 10'-10 1/2 " R.O. PANTED 1X SOLID WOOD GWB OVER ------ VNG Q z SILL FULL LENGTH OF WINDOW PERUDETND AIL 11/A-503 (SIM.) z 0 to W U METAL STUD PANT TO MATCH WALL 8 13 I DRIVE UP DEAL DRAWER 1/4 > U w INTERIOR EXTERIOR A 504 A-504 i SHIM--- INTEGRAL SILL GRID ------------------- ------- --------- X EXTENSION SEALANT AND to Lu -j� 1 x PAINTED \ BACKING ROD a --- --—-—- I -- - — - — - — - — - — - — - — - — - — - — - — -——-—-—-— - — - — -— WOOD SILL B TELLER WINDOW, Q FOTO TELLER WINDOW, co F010 n STANDING COARSE DEAL DRAWER,- r, OF BRICK VENEER FOTO AT TELLER WINDOW I —SEALANT, DEAL DRAWER TELLER WINDOW COUNTER PLATE, FOIO SILL TRIM, F010 ' _ - — — — — - — — - — DIM POINT i WINDOW RO* EL= J--LA/4" 1, ... •.: , — - - — — - WINDOW SILL RO — ' '"' ISSUED / REVISED DATE DEAL DRAWERL= � NAILING FLANGE PERMIT ISSUE 1-23-06 FOIO -- --- ---------- - -- — ---—-—-—-—-—-—-—-—-—- -- — - —- -- — — , ---- EO _®; o \` i BUILDING PAPER - t ON PLYWOOD c =Q � SHEATHING `'----------- - - - - -- - DEAL DRAWER RO gik HOLLOW METAL CURB —� ' BRICK VENEER 0 6" MAX TO "' DOOR AND FRAME a DRIVE LANE t- AT DEAL DRIVE LANE AT MAXIMUM WALL THICKNESS OVER VEL = 0' 0" DRAWER_ _ _ DEAL DRAWER ENTIRE LENGTH OF DEAL DRAWER BRICK TIE FASTENED TO SEALANT AND TOP OF SLAB TO ACCOMMODATE DEAL DRAWERMETAL STUD 16 O.C. BACKING ROD MOUNTING FLANGE. NOTCH WALLWOO DOWN 3" IF REQUIRED TO MANTAIN 2 LAYERS ILDING PERMIT ISSUE 9 1/2" MAXIMUM THICKNESS M PAPER OVER 6(D JANUARY 23, 2006 A 11 A SECTION 11 6 ELEVATION - - - - PLWOOD a w e BRICK VENE R NOTE SHEATHING ole m SEE DETAIL 11/A-503 FOR Exterior TELLER WINDOW SECTION FLEXIBLE FLASHING DETAIL' AROUND WINDOW OPENING Details 11 TELLER WINDOW (DEAL DRAWER) EXTERIOR ELEVATION- TRANSACTION DRAWER WINDOW SILL DOOR JAMB BRICK VENEERv2°.r-o° 11/2..,,._0..14 3..,,._0..15 3..,,._0..04 u; projects warms ori a n ssan or ca n ss eets n ss a- 0 .s t 1/25/2006 12:10:16 PM C777T U 2006 CALLISON ARCHITECTURE, INC. 2'-5 1/4" R.O. 1'-6 3/4 —SEALANT, DEAL DRAWER TELLER WINDOW COUNTER PLATE, FOIO SILL TRIM, F010 ' _ - — — — — - — — - — DIM POINT i WINDOW RO* EL= J--LA/4" 1, ... •.: , — - - — — - WINDOW SILL RO — ' '"' ISSUED / REVISED DATE DEAL DRAWERL= � NAILING FLANGE PERMIT ISSUE 1-23-06 FOIO -- --- ---------- - -- — ---—-—-—-—-—-—-—-—-—- -- — - —- -- — — , ---- EO _®; o \` i BUILDING PAPER - t ON PLYWOOD c =Q � SHEATHING `'----------- - - - - -- - DEAL DRAWER RO gik HOLLOW METAL CURB —� ' BRICK VENEER 0 6" MAX TO "' DOOR AND FRAME a DRIVE LANE t- AT DEAL DRIVE LANE AT MAXIMUM WALL THICKNESS OVER VEL = 0' 0" DRAWER_ _ _ DEAL DRAWER ENTIRE LENGTH OF DEAL DRAWER BRICK TIE FASTENED TO SEALANT AND TOP OF SLAB TO ACCOMMODATE DEAL DRAWERMETAL STUD 16 O.C. BACKING ROD MOUNTING FLANGE. NOTCH WALLWOO DOWN 3" IF REQUIRED TO MANTAIN 2 LAYERS ILDING PERMIT ISSUE 9 1/2" MAXIMUM THICKNESS M PAPER OVER 6(D JANUARY 23, 2006 A 11 A SECTION 11 6 ELEVATION - - - - PLWOOD a w e BRICK VENE R NOTE SHEATHING ole m SEE DETAIL 11/A-503 FOR Exterior TELLER WINDOW SECTION FLEXIBLE FLASHING DETAIL' AROUND WINDOW OPENING Details 11 TELLER WINDOW (DEAL DRAWER) EXTERIOR ELEVATION- TRANSACTION DRAWER WINDOW SILL DOOR JAMB BRICK VENEERv2°.r-o° 11/2..,,._0..14 3..,,._0..15 3..,,._0..04 u; projects warms ori a n ssan or ca n ss eets n ss a- 0 .s t 1/25/2006 12:10:16 PM C777T U 2006 CALLISON ARCHITECTURE, INC. 1 2 3 4 5 6 7 8 9 10 T ROOFTOP UNIT Q r - SHOP FABRICATED SHEET----�_ METAL COPING; PAINT ROOF CAP OR EXHAUST TO MATCH CEMENT PLASTER I to o ROOF FLASHING SLOPED WOOD TOP PLATE --' ' I ALUMINUM WEATHER c u MEMBRANE ON `� z SEAL AND COVER F PLYWOOD SHEATHING -- SEED STRUCTURAL CTOLUM ® > _Y_- PLATE CONTINUOUS FLASHING ---_._.._ z aul 1/4" DIA WEEP HOLES �, r PORTLAND CEMENT AT 2'-0" OC WRAP ROOFING OVER TOP WRAP ROOFING TO INSIDE ----_-.... 0 v w PLASTER METAL r PORTLAND CEMENT METAL STUDS _ OF WOOD NAILER FACE OF 2X WOOD CURB z •` LATH OVERR 2 LAYERS BETWEEN STD uj e OF BUILDING PAPER ON PLASTER ON METAL PIPE COLUMN 3c PLYWOOD SHEATHING--- LATH OVER 2 LAYERS �, w OF BUILDING PAPER ON _I _ _; �' -- CONTINUOUS WOOD NAILERS PLYWOOD SHEATHING ROOF FLASHING o �' Z Q a cD MEMBRANE OVER RIGID FIBERGLASS Z 0 N ) DUCT LINER BOARD COUNTER FLASHING o +� rn 6" METAL STUD -- - - _ I SEALANT PLYWOOD SHEATHING ROOFING O FINRIGID SPRINGui INSULATION - co DRAW BAND -- ` _ e m CURB -1 - o RIGID INSULATION - I 1 �- ' BOOT------_, = ROOFING AND INSULATION _ C_? METAL FLASHING OVER ' ROOFING ON Ia z PLYWOOD SHEATHING ; INSULATION ON I' �I _ _ -- CONTINUOUS 2x WOOD CURB � PROTECTION BOARD � � I j – ON METAL DECK – ; I L – – – – – – – – LAP BUILDING PAPER I OVER METAL FLASHING---- f . I ICK METAL DECK DUCTF F METAL DEJOIST OR TOP OF ' T _ _ -1 - INTERIOR WALL _l__ _________________ �--STEEL JOIST E STEEL BASE PLATE FRAMING 3/8" DIA WEEP HOLES METAL FLASHING SEE STRUCTURAL FOAM SEAL AROUND DUCTS AND OPENINGS, AT 2'-0" O.C. ON METAL OVER PLYWOOD ALL PENETRATIONS DO NOT OVERSIZE - TRACK AND FLASHING [NOTE: USE TREATED WOOD ONLY -STEEL ANGLE SEE STRUCTURAL MECHANICAL SCREEN WALL MECHANICAL SCREEN WALL AIR HANDLING UNIT CURB NOTE: VERIFY/ COORDINATE ALL ITEMS SUPPLIED ROOFTOP CURB DETAIL 1 6"=1' 0" L 11/2"=1' 0" `� 11/2"=1' 0" BY ROOF CURB MANUFACTURER 5 11/2"�1' O" ---r 30" x 36" ROOF HATCH 1'-4" CLEAR I I I I •.Y P WOOD SEALANT xxxx`».t?!>is>;><<;ii<«ii€<i€+ii` NOTE: i<Y<'i?c>is><>tlt2tiaa<tti€i<tti>ti>i?>i `ii': USE E ED 00 TR AT W Y D ONLY N - ,i?::i3.:.:;:i.i:i:;:::;.i:::;:.i:::i:>>:.i;i:::::.i::::;:: ..I:S:<::::.;:i:S:<<::i:i>::>;:i:i::ii.•;::t.>;i:s�::>si<:�:.:. ><±::[>:;i:ii;i;i — 1" 0 0 ----- 3/8" x 2" STEEL -T -EE -L SIDE RAILSEX END ROOFING ~o::,i:i: .:........:. iii iii .:. .i «: ;;;;:< ::............ OF CUNDERBIDEMECHANI AL ji,> oi; EQUIPMENT STAINLESS STEEL SUTTLE 1" <,. --'' o - - 1eIS®I CD WALL T0 ------ �DRAW RANK �1 DIA STEEL RUNGS mMi �., Ruvrnvu vvr-R muiu _ _ d u7 PROVIDE CONTINUOUS INSULATION °1-=0 � -c V) In - - - - - - WOOD BLOCKING IN WALL w m y AND SECURE LADDER .� "' + c9 (10�? SAFETY METAL WITH 1/4" DIA x 2 1/2" =4 O o o ?� POST,DECK LAG BOLTS � N N EQUAL EXTENDS EQUAL 01 Z� 42 12" MINIMUM CLEAR BETWEEN OVER GWB 1/2" PLYWOOD FULL o uj PENETRATION SLEEVE AND METAL WIDTH AND HEIGHT BOTTOM OF CANT AT STUDS OF LADDER PARAPET WALL 12" MINIMUM CLEAR BETWEEN PENETRATION SLEEVES3 3/4' DIA EXP BOLT 7 , AXE /8" X 2" BRACKETS D 5 D 5 ° ° ° ° WELD TO SIDE RAILS – – 12" MINIMUM CLEAR BETWEEN – – – – – – – – – – – – – – – – – LID PENETRATION SLEEVE AND o C BOTTOM OF CANT AT LINE OF - J MECHANICAL CURB METAL DECKING CEILING FINISH FLOOR - --- Q VENT THRU ® N ROOF BLOCKING AS REQUIRED 2'-6" MIN STEEL LADDER, cw, 10/A-505SEE DETAIL NOTE ALL EDGES AND CORNERS TO BE GROUND SMOOTH . �, LL ° W 0) ROOF PENETRATION LOCATIONS TYPICAL PIPE Q /VENT ROOF HATCH ROOF ACCESS LADDER (�o ' a z U_ Q 1/2,,,1,_0, u 3,,,1, 0„ ✓ 11/2,,,1, 0„ 10 3/4,,,1,_0, U) W N Z�� 0 ❑ w o4Y� ca I— Q Q PARAPET WALL ROOF DRAIN - -..,� ROOFING ® LL z 8 THRU WALLOP OPENING G EDGE FLASHING BELOW WDRAIN SUMP TAPE ED R00FINSULATI0N Z 2" CLEAR MINIMUM Va W Q vNW SIZE 12 WIDE X 4 HIGH RECEIVER TAPER 2" PER FOOT 1— �= Z S P G FROM UM EDGE C/) w FACE 0 EXTERIOR F T I - - E E OR WALL N CONDUC T0RH A D ATTACH BRACKET TO _-- I .s OPREFABRICATED METAL SST SCUPPER PROTECTION B OARD EXTERIOR WALL, LOCATE z EVERY 6'-0" MAX-- AT - - - - - I --------------iMROOFINGBRICK VENEER ATTACH AT METAL DECKB I VERTICAL MORTAR JOINT DIRECTION MAY VARYDRAIN SI1MP _ - ----------- ---------- I o ------------- ------- ----- -__,_- _ _ ----- � I N I I I I I N EQ EQ J. SEE PLAN a W U) ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 BATT INSULATION I JANUARYS 3, 2006 A IFRONT ELEVATION ISOMETRIC VIEW O LIIIONGITUit-oilDINAL SECTION (A) PLANNTS Exterior Details DOWNSPOUT @ BRICK CONDUCTOR HEAD DOWNSPOUT HANGER ROOF DRAIN SUMP @ MAIN BUILDING CANOPY - 1 11/2,,44„ 12 11/2"=1'0" 13 3,=1,_0„ 14 111-11-011 Am5(15 u: projects wamu ori a n ssan or ca n ss eets n ss a -505.s t 1 25 00 12:10:20 Pm 7OPYRIGHT c 2006 CA LL150 RC 1 E TURF, INC. 1 2 3 4 5 6 7 8 9 10 r- J (D e0 0) ° o CEMENT PLASTER OVER�� _ r ° METAL LATH ----�' F ROOF BASE FLASHING ® > OVER PLYWOOD SHEATHING Q PLYWOOD SHEATHING OVER - "� ° OVER 6" METAL STUD 4� METAL STUD ° ' PLYWOOD SHEATHING ---'� ° i J N ° 130 cn BASE FLASHING MEMBRANE---TWO LAYERS OF BUILDING :. PAPER LAPPED OVER WEEP SCREED ' FASTENER WITH BATTEN STRIP FLEXIBLE FLASHING TO SEAL ' ROOF MEMBRANE JOINTS AND PENETRATIONS ° ON PLYWOOD SHEATHING LAP SEALANT T FLASHING SST FLASHING METAL AL HIN L S G E 0 SINGLE LOC SE I K AM N FASTENER WITH NEOPRENE WASHER T TOWER WALL OPENING ::.. ' PORTLAND DCEMENT N T PLASTER FULL SIZE A-506 •`:�;:::::;:;::•.:. :.....:..•...:.:..,.•.;.: " /.� • 2-PIECE CEMENT PLASTER OVER METAL 2 �': :I. COUNTERFLASHING LATH OVER TWO LAYERS OF BUILDING PAPER OVER COPING PLYWOOD SHEATHING ROOF BASE FLASHING MEMBRANE OVER PLYWOOD SHEATHING LAP BUILDING PAPER a - - - r �. ROOFING OVER METAL FLASHING PORTLAND CEMENT N ' PLASTER FLEXIBLE FLASHING OVER o 0 SST FLASHING PLYWOOD SHEATHING TO 0 00 SEAL JOINTS AND PENETRATIONS .:...: / /\ ` 0 W N °' - - - - - - - - ------- - - - - -. LAP METAL LATH ::; �� 14 -" H o OVER WEEP SCREED A-506 i METAL COPING :.,:, i "� "` Q c N U r.•...: w I TWO LAYERS OF BUILDING ° PREFABRICATED , ,...., :.,: •. I Z Q ro ° PAPER LAPPED OVER i SINGLE-PIECE ::,.,' i 7 C) co m .� 'J' MOLD EDGE TRIM ° , METAL FLASHING FLEXIBLE FLASHING OVER :'"'.'.i ' _ 6 Emco v j o 0 3 PARAPET TOP PLATE { ' A-506 N FLEXIBLE FLASHING TO SEAL `� JOINTS AND PENETRATIONS , _ _ = t1 (H L6 32: ON SHEATHING ° PLYWOOD SHEATHING ° ° ; 2x WOOD BLOCKING OVER METAL STUD ° CEMENT PLASTER OVER ° ° _f A-506 A 506 METAL LATH ® N LL W o CEMENT PLASTER CORNER CEMENT PLASTER @ COPING FLASHING AT TOWER a Z J Lo 7 FULL SIZE S 6"=1' " NOT TO SCALE � ® U) W � N ®� c) ® w < 0 GRID-------------------1„------------- SILL BELOW C�tJ0 0 Z z GWB SHEATHING (n W < U w SHIM INTEGRAL SILL FLEXIBLE O SEALANT EXTENSION FLASHING ' - - - - - o - - m - Lu w CONTINUOUS 1 x PAINTED ; FLEXIBLE FLASHING a AT INTERIOR WOOD SILL SEALANT PREFABRICATED ' r `� ' ---METAL FLASHING PERIMETER SINGLE-PIECE ` - - / I METAL FLASHING ' _ _ _ _ _ _ _ _ _ _ _ _ _ DIM POINTFASTENER WITH NEOPRENE WASHER WINDOW RO 14Fi / I FLEXIBLE FLASHING , THRU SLOTTED HOLES AT 16” OC -�:- ' il PARAPET STAINLESS STEEL RECEIVER ISSUED / REVISED DATE SHIM NAILING FLANGE I� i PERMIT ISSUE 1-23-06 FASTEN COUNTERFLASHING INTO RECEIVER WINDOW JAMB W ` �` i BUILDING PAPER 4 NAILING FLANGE ON PLYWOOD SHEATHING \ + -SHEET METAL COUNTERFLASHING ' WITH HEMMED EDGE SEALANT i - - - - -- PLYWOOD ` BRICK VENEER $ s SHEATHING , A-506 FLEXIBLE FLASHING OVER o � � MEMBRANE E FLASHING 1.1C -BRICK TIE FASTENED TO 2 LAYERS OF aIa METAL STUD CO 16" O.C. -- BASE FLASHING WIND CLIPS AT 24" OC BUILDING PAPER ` MEMBRANE LAP OVER EDGE TRIM s PORTLAND M NT NOTE , B NOTE ROOF BASE FLASHING PERMIT ISSUE E CE E SEE DETAIL 11/A-503 FOR _ _ _ S FLASHING SHOWN PRIOR TO Q PLASTER ASSEMBLY FLEXIBLE FLASHING DETAIL MEMBRANE OVER JANUARY 23, 2n06 AROUND WINDOW OPENING ' NOTE: CLARTYATION OF COPING FOR PLYWOOD SHEATHING BRICK SILL BELOW SEE DETAIL 11/A-503 FOR x t e r i r FLEXIBLE FLASHING DETAIL AROUND WINDOW OPENING Details WINDOW JAMB WINDOW SILL COPING FLASHING FLASHING AT OPENING 12 3..:,._p.. 13 14 NOT TO SCALE 1 6..,1._p.. Amb06 uAprojects womu ori a n scan or ca n ss eels n ss G-J S if v 12:10:24 FM 17YRIGHT S 2006 CALLISON ARCHITETURE, INC. SIDE VEW EXPANSION JOINT PLAN 2 DRIVE -UP SOFFIT AT WALL 3 FLASHING AT DRIVE -UP 4 AWNING - PAN TOP 1 3"•t' o" NEXT TO DRIVE -UP WINDOW NOT TO SCALE NOT TO SCALE 11/2"44' GRID PLASTER DONEMETAL MENT GRID 3" ( LATH TYPICAL ROOF ASSEMBLY ( ( ALIGN PANEL EDGE W/ PORTLAND CEMENT MAIN BLDG I TWO LAYERS OF 5 `' .I, z PLASTER ASSEMBLY BUILDING PAPER OVER ( TOP OF HORIZ EXP JT _ m A-502 (• � � T7T PLYWOOD SHEATHING ,-3', ` W TWO LAYERS-------- _ ` - ( THERMAL BATT AND MIN �`� ( �! N BUILDING PAPER ON BLANKET INSULATION 4' 15 ;''- L., _ DIM POINTS a o PREFORMED COMPRESSIBLE ( D Y Z o D PLYWOOD SHEATHING _ _ _ _ _ _ _ _ _ _ _ �... _ FOAM FILLER 6 I `' A 507 �' - — — — - — - — - BOTTOM OF REVEAL y co �- A-506 FLEXIBLE I 3' MI TYP METAL STUD 2 -PIECE FLASHING , N ,r ( ALUMINUM AWNING METAL FLASHING � 22 GA BENT SHEET METAL S COUNTERFLASHING I \� I L . r SEE 4/A-507 -� °� *' 0 & 1/2" REVEAL I I \,,..., c c cn Un o SEE 15/A-506 � J �1 a _ STEEL BEAM I ( ¢ ,- -4• N SEE 3/A-501 MOUNTING _ 0 4 > m ( v SEE STRUCT RAL --- I . , . :: .:' ,� BAR WITH -........-....._ ,,;>.•,., � u� � ANCHOR PLATE '•�. �,. � ;. � ( I 22 z s w � � E STRUCTURAL '� DIM POINT — — - — — - — — I BASE FLASHING MEMBRANE I fi I Cl~ I� ( �' SE -q�-TOP OF 51LL I ON PLYWOOD SHEATHING FEF 1 - LL- BACK L ROWLOCK BRICK T 1 E OF AWNING N N N 3 I _ I_ ( BACK SIDE , j 0� 0 0 SILL �_ GYPSUM SOFFIT BOARD OVER I - (� i \''' t I AND FRAME v U) I- L ROOFING ON PROTECTION I 0 METAL STUD FRAME BOARD OVER METAL DECK FACE OF PORTLAND �� A� I CEMENT PLASTER 1/2" SEALANT &ROD _- TO BE FLUSH WITH _ METAL STUDS BRICK VENEER �- TWO LAYERS OF BUILDING PAPER PER STRUCTURAL FLANTHEAD NK i DIM POINT— —I_ OVER PLYWOOD SHEATHING TWO LAYERS OF FASTENER WINDOW RO BRICK VENEER �- �` BUILDING PAPER OVER PORTLAND CEMENT PLYWOOD SHEATHING TWO LAYERS PLASTER SYSTEM _ s �_ 4 BUILDING PAPER OVER ROOF JOIST A-504 49 N PLYWOOD SHEATHING �� ® o U. I® Zw CEMENT PLASTER AT BRICK- DRIVE -UP CANOPY SOFFIT ROOF TO CANOPY TRANSITION (� AWNING MOUNT FLASHING AWNING SECTION z uC) - 6 3°,1'-0" NEXT TO DRIVE -UP WINDOW 7 3'-4-0" 8 11/2"=r-0" ✓ NOT TO SCALE 10 11/2"44 0 U) W N � 1� � C)® W ,• .,,:, - PORTLAND CEMENT � in ILL " 4'-4" 41 a aD � rn a 0 6 L,.;• .. a COPING F EF -4 r 1 2 3 4 5 6 7 8 9 1 0 cy I CEMENT PLASTER 130 PORTLAND CEMENT 11 p 2 LAYERS OF BUILDING I DADGA _ I AD r1vLA — "> m PLASTER ON METAL I A-402 SEALANT JOINT 5 I-e OVER 2 LAYERS OVER COMPRESSIBLE SIDE VEW EXPANSION JOINT PLAN 2 DRIVE -UP SOFFIT AT WALL 3 FLASHING AT DRIVE -UP 4 AWNING - PAN TOP 1 3"•t' o" NEXT TO DRIVE -UP WINDOW NOT TO SCALE NOT TO SCALE 11/2"44' GRID PLASTER DONEMETAL MENT GRID 3" ( LATH TYPICAL ROOF ASSEMBLY ( ( ALIGN PANEL EDGE W/ PORTLAND CEMENT MAIN BLDG I TWO LAYERS OF 5 `' .I, z PLASTER ASSEMBLY BUILDING PAPER OVER ( TOP OF HORIZ EXP JT _ m A-502 (• � � T7T PLYWOOD SHEATHING ,-3', ` W TWO LAYERS-------- _ ` - ( THERMAL BATT AND MIN �`� ( �! N BUILDING PAPER ON BLANKET INSULATION 4' 15 ;''- L., _ DIM POINTS a o PREFORMED COMPRESSIBLE ( D Y Z o D PLYWOOD SHEATHING _ _ _ _ _ _ _ _ _ _ _ �... _ FOAM FILLER 6 I `' A 507 �' - — — — - — - — - BOTTOM OF REVEAL y co �- A-506 FLEXIBLE I 3' MI TYP METAL STUD 2 -PIECE FLASHING , N ,r ( ALUMINUM AWNING METAL FLASHING � 22 GA BENT SHEET METAL S COUNTERFLASHING I \� I L . r SEE 4/A-507 -� °� *' 0 & 1/2" REVEAL I I \,,..., c c cn Un o SEE 15/A-506 � J �1 a _ STEEL BEAM I ( ¢ ,- -4• N SEE 3/A-501 MOUNTING _ 0 4 > m ( v SEE STRUCT RAL --- I . , . :: .:' ,� BAR WITH -........-....._ ,,;>.•,., � u� � ANCHOR PLATE '•�. �,. � ;. � ( I 22 z s w � � E STRUCTURAL '� DIM POINT — — - — — - — — I BASE FLASHING MEMBRANE I fi I Cl~ I� ( �' SE -q�-TOP OF 51LL I ON PLYWOOD SHEATHING FEF 1 - LL- BACK L ROWLOCK BRICK T 1 E OF AWNING N N N 3 I _ I_ ( BACK SIDE , j 0� 0 0 SILL �_ GYPSUM SOFFIT BOARD OVER I - (� i \''' t I AND FRAME v U) I- L ROOFING ON PROTECTION I 0 METAL STUD FRAME BOARD OVER METAL DECK FACE OF PORTLAND �� A� I CEMENT PLASTER 1/2" SEALANT &ROD _- TO BE FLUSH WITH _ METAL STUDS BRICK VENEER �- TWO LAYERS OF BUILDING PAPER PER STRUCTURAL FLANTHEAD NK i DIM POINT— —I_ OVER PLYWOOD SHEATHING TWO LAYERS OF FASTENER WINDOW RO BRICK VENEER �- �` BUILDING PAPER OVER PORTLAND CEMENT PLYWOOD SHEATHING TWO LAYERS PLASTER SYSTEM _ s �_ 4 BUILDING PAPER OVER ROOF JOIST A-504 49 N PLYWOOD SHEATHING �� ® o U. 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CEMENT PLASTER .. .: : WALL A-506 A-506 BASE FLASHING MEMBRANE � 7 A 507 ROOFING SIDE VEW EXPANSION JOINT PLAN 2 DRIVE -UP SOFFIT AT WALL 3 FLASHING AT DRIVE -UP 4 AWNING - PAN TOP 1 3"•t' o" NEXT TO DRIVE -UP WINDOW NOT TO SCALE NOT TO SCALE 11/2"44' GRID PLASTER DONEMETAL MENT GRID 3" ( LATH TYPICAL ROOF ASSEMBLY ( ( ALIGN PANEL EDGE W/ PORTLAND CEMENT MAIN BLDG I TWO LAYERS OF 5 `' .I, z PLASTER ASSEMBLY BUILDING PAPER OVER ( TOP OF HORIZ EXP JT _ m A-502 (• � � T7T PLYWOOD SHEATHING ,-3', ` W TWO LAYERS-------- _ ` - ( THERMAL BATT AND MIN �`� ( �! N BUILDING PAPER ON BLANKET INSULATION 4' 15 ;''- L., _ DIM POINTS a o PREFORMED COMPRESSIBLE ( D Y Z o D PLYWOOD SHEATHING _ _ _ _ _ _ _ _ _ _ _ �... _ FOAM FILLER 6 I `' A 507 �' - — — — - — - — - BOTTOM OF REVEAL y co �- A-506 FLEXIBLE I 3' MI TYP METAL STUD 2 -PIECE FLASHING , N ,r ( ALUMINUM AWNING METAL FLASHING � 22 GA BENT SHEET METAL S COUNTERFLASHING I \� I L . r SEE 4/A-507 -� °� *' 0 & 1/2" REVEAL I I \,,..., c c cn Un o SEE 15/A-506 � J �1 a _ STEEL BEAM I ( ¢ ,- -4• N SEE 3/A-501 MOUNTING _ 0 4 > m ( v SEE STRUCT RAL --- I . , . :: .:' ,� BAR WITH -........-....._ ,,;>.•,., � u� � ANCHOR PLATE '•�. �,. � ;. � ( I 22 z s w � � E STRUCTURAL '� DIM POINT — — - — — - — — I BASE FLASHING MEMBRANE I fi I Cl~ I� ( �' SE -q�-TOP OF 51LL I ON PLYWOOD SHEATHING FEF 1 - LL- BACK L ROWLOCK BRICK T 1 E OF AWNING N N N 3 I _ I_ ( BACK SIDE , j 0� 0 0 SILL �_ GYPSUM SOFFIT BOARD OVER I - (� i \''' t I AND FRAME v U) I- L ROOFING ON PROTECTION I 0 METAL STUD FRAME BOARD OVER METAL DECK FACE OF PORTLAND �� A� I CEMENT PLASTER 1/2" SEALANT &ROD _- TO BE FLUSH WITH _ METAL STUDS BRICK VENEER �- TWO LAYERS OF BUILDING PAPER PER STRUCTURAL FLANTHEAD NK i DIM POINT— —I_ OVER PLYWOOD SHEATHING TWO LAYERS OF FASTENER WINDOW RO BRICK VENEER �- �` BUILDING PAPER OVER PORTLAND CEMENT PLYWOOD SHEATHING TWO LAYERS PLASTER SYSTEM _ s �_ 4 BUILDING PAPER OVER ROOF JOIST A-504 49 N PLYWOOD SHEATHING �� ® o U. I® Zw CEMENT PLASTER AT BRICK- DRIVE -UP CANOPY SOFFIT ROOF TO CANOPY TRANSITION (� AWNING MOUNT FLASHING AWNING SECTION z uC) - 6 3°,1'-0" NEXT TO DRIVE -UP WINDOW 7 3'-4-0" 8 11/2"=r-0" ✓ NOT TO SCALE 10 11/2"44 0 U) W N � 1� � C)® W ,• .,,:, - PORTLAND CEMENT � in ILL " 4'-4" 41 a aD � rn a 0 L,.;• .. a C � z N .— F EF -4 r F-1 FEF 3 LATH cy F EF -4 SIDE VEW EXPANSION JOINT PLAN 2 DRIVE -UP SOFFIT AT WALL 3 FLASHING AT DRIVE -UP 4 AWNING - PAN TOP 1 3"•t' o" NEXT TO DRIVE -UP WINDOW NOT TO SCALE NOT TO SCALE 11/2"44' GRID PLASTER DONEMETAL MENT GRID 3" ( LATH TYPICAL ROOF ASSEMBLY ( ( ALIGN PANEL EDGE W/ PORTLAND CEMENT MAIN BLDG I TWO LAYERS OF 5 `' .I, z PLASTER ASSEMBLY BUILDING PAPER OVER ( TOP OF HORIZ EXP JT _ m A-502 (• � � T7T PLYWOOD SHEATHING ,-3', ` W TWO LAYERS-------- _ ` - ( THERMAL BATT AND MIN �`� ( �! N BUILDING PAPER ON BLANKET INSULATION 4' 15 ;''- L., _ DIM POINTS a o PREFORMED COMPRESSIBLE ( D Y Z o D PLYWOOD SHEATHING _ _ _ _ _ _ _ _ _ _ _ �... _ FOAM FILLER 6 I `' A 507 �' - — — — - — - — - BOTTOM OF REVEAL y co �- A-506 FLEXIBLE I 3' MI TYP METAL STUD 2 -PIECE FLASHING , N ,r ( ALUMINUM AWNING METAL FLASHING � 22 GA BENT SHEET METAL S COUNTERFLASHING I \� I L . r SEE 4/A-507 -� °� *' 0 & 1/2" REVEAL I I \,,..., c c cn Un o SEE 15/A-506 � J �1 a _ STEEL BEAM I ( ¢ ,- -4• N SEE 3/A-501 MOUNTING _ 0 4 > m ( v SEE STRUCT RAL --- I . , . :: .:' ,� BAR WITH -........-....._ ,,;>.•,., � u� � ANCHOR PLATE '•�. �,. � ;. � ( I 22 z s w � � E STRUCTURAL '� DIM POINT — — - — — - — — I BASE FLASHING MEMBRANE I fi I Cl~ I� ( �' SE -q�-TOP OF 51LL I ON PLYWOOD SHEATHING FEF 1 - LL- BACK L ROWLOCK BRICK T 1 E OF AWNING N N N 3 I _ I_ ( BACK SIDE , j 0� 0 0 SILL �_ GYPSUM SOFFIT BOARD OVER I - (� i \''' t I AND FRAME v U) I- L ROOFING ON PROTECTION I 0 METAL STUD FRAME BOARD OVER METAL DECK FACE OF PORTLAND �� A� I CEMENT PLASTER 1/2" SEALANT &ROD _- TO BE FLUSH WITH _ METAL STUDS BRICK VENEER �- TWO LAYERS OF BUILDING PAPER PER STRUCTURAL FLANTHEAD NK i DIM POINT— —I_ OVER PLYWOOD SHEATHING TWO LAYERS OF FASTENER WINDOW RO BRICK VENEER �- �` BUILDING PAPER OVER PORTLAND CEMENT PLYWOOD SHEATHING TWO LAYERS PLASTER SYSTEM _ s �_ 4 BUILDING PAPER OVER ROOF JOIST A-504 49 N PLYWOOD SHEATHING �� ® o U. I® Zw CEMENT PLASTER AT BRICK- DRIVE -UP CANOPY SOFFIT ROOF TO CANOPY TRANSITION (� AWNING MOUNT FLASHING AWNING SECTION z uC) - 6 3°,1'-0" NEXT TO DRIVE -UP WINDOW 7 3'-4-0" 8 11/2"=r-0" ✓ NOT TO SCALE 10 11/2"44 0 U) W N � 1� � C)® W ,• .,,:, - PORTLAND CEMENT � in ILL " 2 GRID a aD � rn a 0 L,.;• .. PASTER ON METAL C � z N .— z ® 7 LATH z 130 INSIDE FACE OF PARAPET /j ccc C/A An) Akin 111A -AO') ~ -- r—r / r — z o ro 2 LAYERS OF BUILDING I DADGA _ I AD r1vLA — "> m U ALUMINUM SHEET - FLANGES BENT DOWN AND CORNERS WELDED SIDE VEW EXPANSION JOINT PLAN 2 DRIVE -UP SOFFIT AT WALL 3 FLASHING AT DRIVE -UP 4 AWNING - PAN TOP 1 3"•t' o" NEXT TO DRIVE -UP WINDOW NOT TO SCALE NOT TO SCALE 11/2"44' GRID PLASTER DONEMETAL MENT GRID 3" ( LATH TYPICAL ROOF ASSEMBLY ( ( ALIGN PANEL EDGE W/ PORTLAND CEMENT MAIN BLDG I TWO LAYERS OF 5 `' .I, z PLASTER ASSEMBLY BUILDING PAPER OVER ( TOP OF HORIZ EXP JT _ m A-502 (• � � T7T PLYWOOD SHEATHING ,-3', ` W TWO LAYERS-------- _ ` - ( THERMAL BATT AND MIN �`� ( �! N BUILDING PAPER ON BLANKET INSULATION 4' 15 ;''- L., _ DIM POINTS a o PREFORMED COMPRESSIBLE ( D Y Z o D PLYWOOD SHEATHING _ _ _ _ _ _ _ _ _ _ _ �... _ FOAM FILLER 6 I `' A 507 �' - — — — - — - — - BOTTOM OF REVEAL y co �- A-506 FLEXIBLE I 3' MI TYP METAL STUD 2 -PIECE FLASHING , N ,r ( ALUMINUM AWNING METAL FLASHING � 22 GA BENT SHEET METAL S COUNTERFLASHING I \� I L . r SEE 4/A-507 -� °� *' 0 & 1/2" REVEAL I I \,,..., c c cn Un o SEE 15/A-506 � J �1 a _ STEEL BEAM I ( ¢ ,- -4• N SEE 3/A-501 MOUNTING _ 0 4 > m ( v SEE STRUCT RAL --- I . , . :: .:' ,� BAR WITH -........-....._ ,,;>.•,., � u� � ANCHOR PLATE '•�. �,. � ;. � ( I 22 z s w � � E STRUCTURAL '� DIM POINT — — - — — - — — I BASE FLASHING MEMBRANE I fi I Cl~ I� ( �' SE -q�-TOP OF 51LL I ON PLYWOOD SHEATHING FEF 1 - LL- BACK L ROWLOCK BRICK T 1 E OF AWNING N N N 3 I _ I_ ( BACK SIDE , j 0� 0 0 SILL �_ GYPSUM SOFFIT BOARD OVER I - (� i \''' t I AND FRAME v U) I- L ROOFING ON PROTECTION I 0 METAL STUD FRAME BOARD OVER METAL DECK FACE OF PORTLAND �� A� I CEMENT PLASTER 1/2" SEALANT &ROD _- TO BE FLUSH WITH _ METAL STUDS BRICK VENEER �- TWO LAYERS OF BUILDING PAPER PER STRUCTURAL FLANTHEAD NK i DIM POINT— —I_ OVER PLYWOOD SHEATHING TWO LAYERS OF FASTENER WINDOW RO BRICK VENEER �- �` BUILDING PAPER OVER PORTLAND CEMENT PLYWOOD SHEATHING TWO LAYERS PLASTER SYSTEM _ s �_ 4 BUILDING PAPER OVER ROOF JOIST A-504 49 N PLYWOOD SHEATHING �� ® o U. I® Zw CEMENT PLASTER AT BRICK- DRIVE -UP CANOPY SOFFIT ROOF TO CANOPY TRANSITION (� AWNING MOUNT FLASHING AWNING SECTION z uC) - 6 3°,1'-0" NEXT TO DRIVE -UP WINDOW 7 3'-4-0" 8 11/2"=r-0" ✓ NOT TO SCALE 10 11/2"44 0 U) W N � 1� � C)® W ,• .,,:, - PORTLAND CEMENT � in ILL " GRID L,.;• .. PASTER ON METAL z LATH LJ INSIDE FACE OF PARAPET /j ccc C/A An) Akin 111A -AO') ~ -- r—r / r — �'.'. r'.'•'• 2 LAYERS OF BUILDING I DADGA _ I AD r1vLA — "> m U �.6 - \ I I VII'•.'• • : •'1 JCC J 1 RUI. I URAL A I — ISOMETRIC VIEW O PLAN Exterior ROOF DRAIN SUMP @DRIVE -UP CANOPY OVERFLOW SCUPPER 1 AWNING MOUNTING Details 12 r'ar o° 14 11/2"44" AT DRIVE -UP CANOPY I 6"-11_0" Am �07 u: projects wamu ori a\n ssan or ca n ss pets n ss_a-5 7,s t 1777756 I1: COPYRIGHT C ` U) _ 1 2 3 4 5 6 7 8 9 10 sl C) DOOR SCEDULEHGENERAL NOTESco 0) DOOR DATA FRAME DATA HARDWARE Q' DOOR NUMBER DESCRIPTION SIZE FIRE REMARKS 1) HARDWARE FINISHES SHALL BE SATIN CHROME US26D m .� RATING ELECTRONIC PUSH/PULL WEATHERSTRIP UNLESS NOTED OTHERWISE ® > -C MATERIAL TYPE FINISH MATERIAL FINISH HEAD JAMB SILL BUTTS LOCKSET HARDWARE CLOSER STOP BARS THRESHOLD MISC OTHER I� Q 101A STORE FRONT ENTRY WITH FOYER PR. 3'-0"X7'-0" ALUM C FACTORY ALUM FACTORY --- --- 8/A-804 --- ---L7 ED4 C2 --- PP2, PP4 T2 M8 2) CONTRACTOR TO PROVIDE 50 KEYS, ALL KEYED ALIKE, SEE TRI WIRINQ DIREQTIQNS NUMBERED SEQUENTIALLY STARTING AT "1" 101B INTERIOR FOYER PR. 4' -0"X7' -O" ALUM F FACTORY ALUM FACTORY 11B/A-804 12B/A-804 11C/A-804 --- --- --- --- C3 S2 PP2, PP3 --- M7 �W�HER-REY�FOR HU - � -"' 3) STAMP "DO NOT DUPLICATE" ON ALL KEYS x F- a) 103 SECURITY ROOM 3'-0"X7'-0" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8 --- C1 Si -- --- M1 M5 _ -"" 4) STAMP FC NUMBER ON ALL KEYS. CONTRACTOR TO COORDINATE130 z _ _ FC NUMBER WITH OWNERS PROJECT DIRECTOR a IN a) 105 WORKROOM WITH DRIVE -UP TELLER 3'-0"X7'-0" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- 61 L8 --- C1 Si --- -- M1, M5 107 ELEC/DATA ROOM 3' -0"X7' -Q" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8 --- C1 Si --- --- M1 --- 5) ATM SURROUND TO BE KEYED SAME AS THE BRANCH 108 MEN'S RESTROOMIN EGRL�� SINGLE OCCUPANT 3'-0"X7'-0" WD A ST -1 HM P-5 4A/A-804 46/A-804 --- -- B1 L8, L5 --- C1 Si --- -- M1 ---6) ALL LOCKSETS AND LATCH SETS SHALL BE LEVER HANDLES 109 JANITOR CLOSET 3' -0"X7' -O" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8 --- C1 Si --- --- M1 --- 7) ALL STOREFRONT ENTRANCE DOORS SHALL BE PROVIDED WITH PIVOTS BY DOOR MANUFACTURER UNLESS NOTED 110 WOMEN'S RESTROOM IN GRESS HALLWAY— 3' -0"X7' -O" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8, L5 --- C1 Si --- --- MI --- OTHERWISE SINGLE OCCUPANT 111A HALLWAY - IN EGRESS HALLWAY 3' -0"X7' -O" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L1 --- C1 Si --- --- M1 --- I CON ACTOR- 0�COORDINAT � I ALL `EFifMEPVCY-EXIr ONLY' AGN—TH-AT W(� GMFjANTED- 111B EXTERIOR EXIT - IN EGRESS HALLWAY 3' -0"X7' -O" HM A P-1 WLD - 5/A-504 0/15 A-50 3B/A-804 --- B2 L6 --- C1 --- --- W1, W2, T1 M3, M5 --- THE HARDWARE. IF NONE WAS SUPPLIED, CONTRACTOR TO ORDER AS SPECIFIED 112 BREAKROOM - IN EGRESS HALLWAY 3'-0"X7'-0" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8 --- C1 S4 --- --- M1 --- 113 WORKROOM 3' -0"X7' -O" WD A ST -1 HM P-5 4A/A-804 4B/A-804 --- --- B1 L8 --- C1 Si --- --- M1 --- V All Z W � � N Z �• Q o O W rn (n �' c E J r� C C (O En O U a ,CO (0C z¢ �`t a HARDWARE NOTES ®`Y'� ALL QED( � U BUTTS LOCKSET ELECTRONIC HARDWARE CLOSER STOPS PUSH/PULL BARS WEATHERSTRIP/THRESHOLDS MISC i, OTHER a N N 04 v) 1— L6 Ar B1 HAGER BB1279 L1 SCHLAGE AL 10S NEPTUNE ED1 NOT :USED C1 CORBIN RUSSWIN OVERHEAD; Si IVES 406CCV - WALL STOP PPI ADAMS RITE PUSH BAR WITH W1 PEMKO S88W M1 SILENCERS; GJ 64 FOR METAL JAMBS, XX XX ti' :r DC 6200 SERIES ELECTRIC SWITCH; 8099M1 GJ 65 FOR WOOD JAMBS B2 HAGER BB1191 NRP L2 SCHLAGE AL 40S NEPTUNE ED2 SIREN ,LOCK ALARM LOCK, 715 S2 IVES 446 W2 PEMKO 345PWV XX XX C2 RIXSON FLOOR CLOSER. PP2 PULL BAR TO MATCH BUILDING M2 NOT USED L3 SCHLAGE AL 70PD NEPTUNE ED3 SECURITRON MAGNALOCK CORP. 2795 x NHO x LFP x CC WITH TOP S3 TRIMCO 1209HA OR SHOPPING CENTER STANDARD. T1 PEMKO STANDARD DESIGN, 271' MAGNETIC LOCK SERIES 32,12V. PIVOT 180 3/4 AND INTERMEDIATE PROVIDE AT CASH SAFE LOCATIONS WHERE STANDARD IS NOT APPLICABLE 276 AT CLOSER C2 L4 SCHLAGE AL 25D NEPTUNE NO SUBSTITUTIONS PIVOT M19 3/4 US26D OR AVAILABLE PROVIDE ONE OF THE M3 IVES LG1 US32D, OR S4 IVES FS 436 - FLOOR STOP T2 PEMKO OFFSET DESIGN, 158A; DON -JO CLP -110-630 - L5 WEISSER D97701 INDICATOR, 9158-2 ED4 CARDSWIPE (BY OWNERS VENDOR) C3 LCN OVERHEAD CONCEALED CLOSER; FOLLOWING UPON APPROVAL BY 2727 AT CLOSER C2 OCCUPIED/VACANT OR FALCON D871 2030 (OR 5010 WHEN REQUIRED TO S5 RIXSON 2-346 - OVERHEAD STOP ARCHITECT: M4 NOT USED INDICATORACHIEVE DOOR SWING INDICATED) ROCKWOOD RM201-12" OR STORE FRONT MANUFACTURERS ` Q L6 ALARM LOCK EXIT DEVICE STANDARD PULL WHICH MATCHES M5 HOME PROTECTOR MANUFACTURING, SIRENLOCK 260 ROCKWOOD RM201-12" "PEEK -0 DOOR VIEWER" MODEL 595 ® N MOUNT AT 60" AFF Q L7 ADAMS RITE 1830 x 4006 RAIL PP3 ADAMS RITE PUSH BAR 8600, WIDTHIL (WHITTIER. CA. (562)-699-6130) o DEADLOCK WITH 2 SCHLAGE AS INDICATED, FINISH TO MATCH DOOR; CYLINDERS PER LOCK EXTERIOR CYLINDER AND 8650F- � cv M6 ADAMS RITE ..WIRE TRANSFER 4612-1 z ESCUTCHEON. �n L8 SCHLAGE AL 80PD NEPTUNE M7 IVES DUST PROOF STRIKE DP -1 '� 0 ; ILL EQUIVALENT ITEMS OF LAWRENCE, McKINNEY ALL OVERHEAD CLOSERS TO BE MOUNTED ON APPROVED EQUALS BY RIXSON APPROVED EQUALS BY RIXON U W N SALES CO, OR STANLEY WORKS INTERIOR SIDE OF DOOR - NO THRU BOLTS MAY BE SUPPLIED PP4 DOROMATIC EL 1493 MAY BE SUPPLIED MAY BE SUPPLIED CYLINDERS BY SCHLAGE M8 VON DUPRIN PS 873-2 Z~fJi�'U`❑ w r.., .`ofn EXTERIOR VIEW 3" HIGH INDIVIDUAL VINYL LETTERS, THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING 1 S OCCUPIED EMPLOYEES ONLY UPPERCASE CHARACTERS �' v Q 0 � CENTERED ABOVE ENTRY DOOR;ILL / COLOR AND TEXT TO MATCH BUILDING SIGN REQUIREMENTS RAISED 1/32" Q V o O z STANDARD �,'. Z0 / / \ PUSH BAR I 1. UPPERCASE CHARACTERS RAISED 1/32" HEIGHT OF LETTERING to LJJ Q U BEHIND GLASS 2 TING 5/8 TO 2MAXEN � MIN " MA WALL MOUNTED SIGNAGE %' w . HEIGHT OF LETTERS 1" ON A CONTRAS a BACKGROUND. .. TO BE LOCATED ON LATCH _ SIDE OF DOOR CLEAR OF --� O :____ _______ W 0� 3. REFER TO SPECIFICATIONS FOR CUSTOM COLORS _______ DOOR -SWING. MOUNT AT 60" OF BOTH EMPLOYEE ONLY &RESTROOM PLAQUES CORRESPONDING :` TYPE A TYPE C SIGN VIEW GRADE 11 BRA] DETAIL 12, C -2/A-601 / \ 0t� NOT IO ME A \\ SIGN REQUIREMENTS C SIGN VIEW' A-2 \\ 1. READILY VISIBLE AND DURABLE SIGN SHALL BE PLACED EQ EQ 6" \ / \ ON OR ADJACENT TO THE DOOR. ISSUED / REVISED DATE / \ \ 2. HEIGHT OF LETTERS 1" MINIMUM. WHITE OR BLACK LETTERS / \ PERMIT ISSUE 1-23-06 A 804 A-804 or — — EQ Q / \ \ TO CONTRAST WITH STOREFRONT COLOR. ( — C -j _ — _ — _ ..::: // �_ \\ EXIT DOOR SIGNAGE -�- 6" y �I�- �„ ,� % fi 12A A-804 PUSH BAR BEHIND GLASS PULL SIDE VIEW '- "°E 1° FAE ' TYPE F 4. CONTRACTOR TO COORDINATE AND INSTALL ANY SIGNAGE Schedules4 A ENTRY DOOR SIGNAGE (VINYL SIGN) THAT ACCOMPANIED THE EXIT DEVICE BAR. IF NONE WAS SUPPLIED, CONTRACTOR TO ORDER AS SPECIFIED. — - SIGNAGE EXIT DEVICE SIGNAGE EMPLOYEE ONLY SIGNAGE Doors and DOOpI\ T Y�/PES DOOR A 2 NOT 10 $ME g (PLASTIC SIGN) RESTROOM SIGNAGE (PLASTIC SIGN) RESTROOM DOOR SIGNAGE 1 3/16"a1'-0" `' '' `` 12 1/2"=1'-0" FOR LOCATION OF SIGNS C FOR LOCATION OF SIGNS D FOR LOCATION OF SIGNS H Ga r d W r e SEE SHEET AI -113 SEE SHEET AI -113 SEE SHEET AI -113 ® 1 a. projects wamu ori a n ssan or \ca s n s n s eets s_a- l .s t 1/25/2006 12:10:33 PM COPYRIGHT c 2006 CALL15ON ARCHITECTURE, ACTIVE ACTIVE '- "°E 1° FAE ' TYPE F 4. CONTRACTOR TO COORDINATE AND INSTALL ANY SIGNAGE Schedules4 A ENTRY DOOR SIGNAGE (VINYL SIGN) THAT ACCOMPANIED THE EXIT DEVICE BAR. IF NONE WAS SUPPLIED, CONTRACTOR TO ORDER AS SPECIFIED. — - SIGNAGE EXIT DEVICE SIGNAGE EMPLOYEE ONLY SIGNAGE Doors and DOOpI\ T Y�/PES DOOR A 2 NOT 10 $ME g (PLASTIC SIGN) RESTROOM SIGNAGE (PLASTIC SIGN) RESTROOM DOOR SIGNAGE 1 3/16"a1'-0" `' '' `` 12 1/2"=1'-0" FOR LOCATION OF SIGNS C FOR LOCATION OF SIGNS D FOR LOCATION OF SIGNS H Ga r d W r e SEE SHEET AI -113 SEE SHEET AI -113 SEE SHEET AI -113 ® 1 a. projects wamu ori a n ssan or \ca s n s n s eets s_a- l .s t 1/25/2006 12:10:33 PM COPYRIGHT c 2006 CALL15ON ARCHITECTURE, 1 2 3 4 5 6 7 8 9 10 FINISH SCHEDULE, C) 0) CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS REF RESPONSIBILITY MATRIX � Z c ® 7 ro OWNER C.C. FURNISH INSTALL FURNISH INSTALL AC -1 ACOUSTICAL CEILING TILE USG OR ARMSTRONG FROST 412 CIRRUS 532 WHITE 24"x24"x3/4" -- • • AC -2 ACOUSTICAL CEILING TILE USG OR ARMSTRONG RADAR •2310 CORTEGA 769 WHITE 24"x48"x5/8" --- • • Z i a� Z 4( 0 w N a) C-2 CARPET MILLIKEN COIR REVOLUTION, PTRN 6603, TANGERINE TWIRL 0321 3'x3' CPT TILE CONTACT: EUGENE CHOW (206) 674-4885 • • O C-3 CARPET DURKAN WAMU CUSTOM SEE GK -6 IN GRAPHIC DCD CONTACT_ EUGENE CHOW (206) 674-4885 • • CB -1 RUBBER BASE ROPPE RUBBER BASE •193 BLACK BROWN 4" HEIGHT TOE COVE • • CS -3 CEILING SYSTEM USG OR ARMSTRONG DONN DX PRELUDE WHITE WHITE 15/16" --- • CT -1 CERAMIC TILE DAL -TILE DESIGNER 0DCO2 ALMOND ABRASIVE 8"x8"6/16" --- • • CT -4 CERAMIC TILE DAL -TILE DESIGNER P-3689, ODCO2 ALMOND 6"x8"6/16" TILE BASE • • CT -5 PORCELAIN TILE CROSSVILLE EMPIRE 0VS87 EMPRESS SILVER 13 3/4"x13 3/4" CONTACT: EUGENE CHOW (206) 674-4885 • A CT -6 PORCELAIN TILE CROSSVILLE EMPIRE 0VS88 CROWN DORE 13 3/4"x13 3/4" CONTACT: EUGENE CHOW (206) 674-4885 • • FRP-1 REINFORCED PANEL MARLITE --- P-100 WHITE --- --- • • G-1 GROUT MAPEI SANDED FLOOR GROUT 094 STRAW --- --- • • -- G-2 GROUT LATICRETE (SANDED) --- 035 MOCHA --- --- • e G-2 (ALT. GROUT MAPEI --- 009 GRAY --- --- • • Z P-1 PAINT SHERWIN WILLIAMS --- I - SATIN 401 WARM PATINA --- --- • • e v P-2 PAINT SHERWIN WILLIAMS --- SW1553 CABARET (PURPLE) -FAT • ® N P-3 PAINT SHERWIN WILLIAMS --- SW1004 PURE WHITE EGG SHELL�- ___ ___ e • Z o P-4 PAINT SHERWIN WILLIAMS --- BLACK, FLAT --- --- • • Q 0 t1 Q � lu ' P-5 PAINT SHERWIN WILLIAMS --- SW1401 WARM PATINA SEMI --_ __- • • rn Ln b (N _ c P-7 PAINT SHERWIN WILLIAMS --- SW2445 CREAMY WHITE --- --- --- --- O • • • a) 0 < C:C Co `o ° a) Q - q (N �? P-8 PAINT SHERWIN WILLIAMS --- - ' SEMI GLOSS P-9 PAINT SHERWIN WILLIAMS --- SW1401 WARM PATINA - F T FINISH ___ • • ¢ cap o P-10 PAINT SHERWIN WILLIAMS - __ SW1641 WHITE ORGANDY _ H --- --- • • O P-11 PAINT SHERWIN WILLIAMS --- SW1123 SEMI GLOSS_ NAVAJ HITE - ___ ___ ® ® 0 v co m4 +, cD Q o a o o Q � � P-12 PAINT SHERWIN WILLIAMS --- w�t22 ECHELo 1�ECRu - EGG SHELL --- --- • • P-13 PAINT SHERWIN WILLIAMS --- OCH AHIO CUSTOM YELLOW GLOSS ___ ___ • ® P-14 PAINT BENJAMIN MOORE --- 812 "WAMU BLUE" SW`_f%5—GOCIJ_GEE-Atli— - SATIN --- --- • • P-15 PAINT SHERWIN WILLIAMS --- --- _-- • P-16 PAINT SHERWIN WILLIAMS --- SW 1411 JUNGLE MOSS --- --- • • P-17 PAINT SHERWIN WILLIAMS --- SW1553 CABARET (PURPLE) - SATIN __- _-- PB -1 MELAMINE --- --- WHITE --- --- • • JQ PL -2 PLASTIC LAMINATE WILSONART 010745-60 FONTHILL (PEARWOOD) --- --- • e PL -3 PLASTIC LAMINATE WILSONART 04656-60 BRONZE LEGACY --- --- ® • �, L6 PL -5 PLASTIC LAMINATE WILSONART 01595-60 BLACK --- --- • • z w PL -6 PLASTIC LAMINATE BOBRICK --- D-25 ATLANTIS --- TOILET PARTITION LAMINATE e • ®� Z U_ m, W RRS-1 NOT USED Z U) g V 0 RRS-2 REDUCER STRIP ROPPE #177 BROWN/BLACK 193 --- RESILIENT TO CARPET TRANSITION • • RRS-3 REDUCER STRIP ROPPE 0169 BROWN/BLACK 193 --- CARPET TO SEALED CONCRETE TRANSITION • • < LL. RRS-4 REDUCER STRIP ROPPE 0172 BROWN/BLACK 193 --- RESILIENT TO SEALED CONCRETE TRANSITION ® ® z ®� RRS-5 REDUCER STRIP ROPPE 059 BROWN/BLACK 193 --- RESILIENT TO VINYL COMPOSITE TILE ® ® W Q � (J) � X s■ SC -1 SEALED CONCRETE SONNEBORN KURE-N-SEAL --- --- FOR NEW AND EXISTING CONCRETE • • w J SS -1 SOLID SURFACING WILSONART 9090 -ML EUREKA MELANGE --- --- • • ST -1 WOOD STAIN SHERWIN WILLIAMS WOOD CLASSICS. CLEAR --- --- • • ISSUED / REVISED DATE SV -1 SHEET VINYL ARMSTRONG CLASSIC CORLON SUFFIELD 86803 SANDSTONE 6'-0" W --- ® ® PERMIT ISSUE 1-23-06 TC -1 TRANSLUCENT CEILING PANEL PPC DESIGN --- --- .125" THICK --- • • TC -2 TRANSLUCENT CEILING PANEL PPC DESIGN --- --- .125" THICK --- • • TM -1 T -MOLDING OUTWATER PLASTICS 0105-1917 CO260 BLACK FINISH --- --- • • VCT -1 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE 51811 ANTIQUE WHITE 12 X 12 --- e • N/A WALLCOVERING GRAPHICS PPC DESIGN CONTACT: JASON MILLER (248) 348-7755 STEVE BACON ® ® ® ® PERMIT ISSUE U JANUARY 23, 2006 Schedules Finishes Am602 v Nroleds wamu ori u n ssan or ca n ss eets\n ss_u .s t 1/25/2006 12:10:37 P7— COPYRIGHT c 2006 CALLISON ARCHIT , INC. i 1 2 3 4 5 6 7 8 9 10 E 2 3 4 5 6 7 $ 9 10 • E f • -- I I 1 2 3 4 5 6 7 8 9 10 z a a a z CO 0 Cn00� 0 cl- Z: Qo a¢�z oa~¢ I - m J rz o CD � V) CD In aLj o J 'ZID,_ O O C-) ¢ ¢ ¢ W �ETAL STUDS (^PE ES REPORT ER -4943P), MAXIMUM HEIGHT 20'-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) i I FASTENERS AS NECESSARY POWDER -ACTUATED FASTENERS SHALL BE HILT] (PER ES REPORT ER -2388) AT POST -TENSIONED CONCRETE, MAXIMUM EMBED SHALL BE 3/4" PARTITION - TO - FLOOR CONNECTION 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 2 6" METAL STUDS PARTITION - NO SCALE A-801 A 801 A-801 OPTION FOR 14 PARTIAL -HT A-801 j FRAMING, WITH BRACING ` ONE SIDE: ONE SIDE: TWO SIDES: ONE SIDE* ONE SIDE: PROVIDE FINISH PROVIDE FINISH PROVIDE FINISH PROVIDE FINISH NO FINISH MATERIALS TO MATERIALS AND MATERIALS AND MATERIALS AND - MATERIALS. UNDERSIDE INSULATION TO 6" INSULATION TO 6" INSULATION TO OF DECK. ABOVE UNDERSIDE ABOVE UNDERSIDE UNDERSIDE OF OF CEILING, OR TO OF CEILING, OR TO DECK. 12' AFF WHERE NO 12' AFF WHERE NO 1 CEILING OCCURS. 1 CEILING OCCURS. ........... •.••.t A-801 A-801 _ B C D ro-*,\�PARTITION/WALL DESIGNATIONS NO SCALE 5/8" GYPSUM BOARD METAL STUDS INSULATION IF NOTED 4 IF- 2 1/2" METAL STUDS 5 3 5/8" METAL STUDS 6 6" METAL STUDS PARTITION NO SCALE DECK AND (. ....,, ;I.;I.... SUPPORTING A- 801 STRUCTURE SHOWN SCHEMATICALLY. SEE DETAILS 3" X 3" X 3" AN FOR ACTUAL (20 GAGE MINIMUM), ::c.:.. CONFIGURATION, FASTENED TO TRACK '' TYPICAL. ..... .... ............. - N o DETAIL AT RIGHT A-801 A 801 A-801 OPTION FOR 14 PARTIAL -HT A-801 j FRAMING, WITH BRACING ` ONE SIDE: ONE SIDE: TWO SIDES: ONE SIDE* ONE SIDE: PROVIDE FINISH PROVIDE FINISH PROVIDE FINISH PROVIDE FINISH NO FINISH MATERIALS TO MATERIALS AND MATERIALS AND MATERIALS AND - MATERIALS. UNDERSIDE INSULATION TO 6" INSULATION TO 6" INSULATION TO OF DECK. ABOVE UNDERSIDE ABOVE UNDERSIDE UNDERSIDE OF OF CEILING, OR TO OF CEILING, OR TO DECK. 12' AFF WHERE NO 12' AFF WHERE NO 1 CEILING OCCURS. 1 CEILING OCCURS. ........... •.••.t A-801 A-801 _ B C D ro-*,\�PARTITION/WALL DESIGNATIONS NO SCALE 5/8" GYPSUM BOARD METAL STUDS INSULATION IF NOTED 4 IF- 2 1/2" METAL STUDS 5 3 5/8" METAL STUDS 6 6" METAL STUDS PARTITION NO SCALE � d E FOR CONNECTION f T " OF BRACE, SEE 11E BRACE WITH M STUDS AT 8'-( ON CENTER. (ALTERNATE DI OF BRACES AL OF WALL WHEF THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITION/WALL ALL SYMBOLOGY - NO INSULATION BATT ACOUSTICAL. C INSULATION BATT THERMAL INSULATION INSULATION DESIGNATION NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE.L E G E N D l) I NO SCALE FLUTED METAL DECK (20 GAGE MINIMUM) 3" X 3" X 3" AN (20 GAGE MINIMUM), FASTENED TO TRACK g 0 WITH OR WITHOUT CONCRETE. - N o DETAIL AT RIGHT � 20 GAGE MINIMUM TRACK LL' (PER ES REPORT ER -5344) Q W TYPICAL THROUGHOUT THIS DETAIL / V) a METAL STUDS, CUT 1/2" SHORT FOR 1/2" DEFLECTION ® FINISH MATERIALS VARY O C7 N W N C) ® w ® Q� ry it V Q -� ':- - -----7 CDU® -----� ,-----, 0 Z z ---------, -- - - -- -------------------� -- - ---------- W C) C) w O W � w ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 \ ----- d'_ N Ln J _J �. cl: Lr) LLj V) IR W _ �'�'� QIW-cn m a r ~ ¢ W W / O 0 `- W V 4 p V.y F-- V.. W_�gD J Z h- Z J W � ZZ =oo _av) _ �� CDa: a g�z ��/ _ �o' O Cr �ZO N � E -= (r) ¢ � � � IL W V W W W Q = W V "r2 - Z V C:) oN cam, w a, rn W X� +ter a r ¢ 7D V) Z W r. W V O W ZOO zz Q¢ Z W~ Q O~ J CaZ Q C ( V W q (n (�//'�} (�/�J �- q Q V S. -.,y I-- 2' V N Q g N ¢ t] W Og J d x Q q O ~ F- W �`" }- ,. (/) C' V W Z C) I--- (] O - Ca I=- N O Cn N Y (!) `� �'-• U O W (/7 �--• fn Z� U O U- Q y�� J¢ I--• N W J L W cA ¢ V V, LU N O Z w � (D tZ g F- �- [n OWN X U¢� N` �OdQ �a WV¢N7 V) y W Z Dov LLj �Q QUO �� O� Q� �WF- tl V) cil xLLJ ¢ �O ¢ULLJ m J 00cn U W W Y W N W = I- w~ � W X w w Z w~ Oa i° r— F=-• �i-o V) (noz a _ (A) PARTITION PERPENDICULAR TO FLUTES_ (.oJ PARTITION BELOW AND PARALLEL TO FLUTE 0 PARTITION BETWEEN PARALLEL FLUTES O PARTITION LOCATED AT DECK EDGE/OPNG 0 PARTITION BRACE TO DECK INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE � d E FOR CONNECTION f T " OF BRACE, SEE 11E BRACE WITH M STUDS AT 8'-( ON CENTER. (ALTERNATE DI OF BRACES AL OF WALL WHEF THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITION/WALL ALL SYMBOLOGY - NO INSULATION BATT ACOUSTICAL. C INSULATION BATT THERMAL INSULATION INSULATION DESIGNATION NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE.L E G E N D l) I NO SCALE o e O co 0) O � 0 z .� O >� k, Q 0 Z_ `= =I-2 w z ?: a cQv 0 O (n v rA (y) v - W (9 N Z o Q O V o co W Nr W k- ( c m 0 U E c c (O r.n 0 Q 7 L CO (fl z ¢ 3� 0 0 cy } N N — LL U O ' Q Q Q N N N in 3" X 3" X 3" AN (20 GAGE MINIMUM), FASTENED TO TRACK g 0 AND BRACE PER N o DETAIL AT RIGHT � 20 GAGE MINIMUM TRACK LL' (PER ES REPORT ER -5344) Q W V) a METAL STUDS, CUT 1/2" SHORT FOR 1/2" DEFLECTION ® FINISH MATERIALS VARY O C7 N o e O co 0) O � 0 z .� O >� k, Q 0 Z_ `= =I-2 w z ?: a cQv 0 O (n v rA (y) v - W (9 N Z o Q O V o co W Nr W k- ( c m 0 U E c c (O r.n 0 Q 7 L CO (fl z ¢ 3� 0 0 cy } N N — LL U O ' Q Q Q N N N V PERMIT ISSUE GSECTION ACROSS PARTITION SECTION ACROSS BRACING JANUARY 23, 2006 Interior TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE Details 14 3,,,,,-D., u:\Projecis wamu ori a n ssan or ca n ss eels n ss u-801.sht 179757 12:COPYRIGHT- c 2006 CALLISON ARCHITECTURE, 1 in 0 N o � LL' Q W 0 N ® zLL o W N C) ® w ® Q� ry it V Q CDU® 0 Z z z®V) W C) C) w O W � w ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 V PERMIT ISSUE GSECTION ACROSS PARTITION SECTION ACROSS BRACING JANUARY 23, 2006 Interior TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE Details 14 3,,,,,-D., u:\Projecis wamu ori a n ssan or ca n ss eels n ss u-801.sht 179757 12:COPYRIGHT- c 2006 CALLISON ARCHITECTURE, 1 F C DRAFTSTOP 3/4"=1'-0" 2 EXISTING STRUCTURE GYPSUM BOARD - TIGHT TO EXISTING STRUCTURE; ALL JOINTS TO OCCUR OVER FRAMING TYP PIPE, DUCT OR CONDUIT PENETRATION -FRAME AROUND -CUT GYPSUM BOARD TIGHT AS POSSIBLE TO PENETRATING ELEMENT -PACK GAPS WITH INSULATION OR SEAL WITH ESCUTCHEONS OR COLLARS SUSPENDED 3 5/8" METAL STUDS AT 24" O.C. ES REPORT ER -4943P 3 4 5 6 7 8 DIMENSIONS ARE SHOWN ® �y w TO LOCATE CENTERLINES D�o........:. 1 OF FLOOR BOXES W . FIXTURES ARE SHOWN ... .::.;.:.......;..:::.:.. ZtA�� 04 ('u®0z Z0U)w� I _ FOR REFERENCE ONLY > 0 LL2E (j) I ,� I , Lu —1 .. ,.,. ..:.: ...:..:... O , : .....................:::::::... --- - - - - -- ,.„ ELECTRICAL r/ FLOOR BOX t f ;... ..., : \ �.. ................. EQ I EO OF 00 -i-i FIXTURE71 :. ..... I ♦ I I ♦ i I ....... .... 'II♦♦ 1 I F CUTOUT IN FIXTURE L-------------------- BOTTOM FOR----- ------------� ACCESS TO ... ELECTRICAL .. _ __ DIMENSION PONTS (PLAN/ : FROM FLOOR ' FINISH PLAN A-111• • '• ......................... ...:....:.:..... REPRESENTS CENTER OF ELECTRICAL BOX Y:.: ...................................4 .................... ..;.............. .............. .:; :....:... ;, 3/4"4-0" NOTE: ORIENTATION OF THIS PLAN DOES NOT MATCH FLOOR PLAN C :. Q. :.,. :.. 5 6 7 8 DIMENSIONS ARE SHOWN ® �y w TO LOCATE CENTERLINES N O O C) O 1 OF FLOOR BOXES W I FIXTURES ARE SHOWN ... .::.;.:.......;..:::.:.. ZtA�� 04 ('u®0z Z0U)w� I _ FOR REFERENCE ONLY > 0 LL2E (j) I ,� I , Lu —1 .. ,.,. ..:.: ...:..:... O , ` .....................:::::::... --- - - - - -- ,.„ ELECTRICAL r/ FLOOR BOX ..........:....... :.:. \ ................. EQ I EO OF -i-i FIXTURE71 :. ..... I ♦ I I ♦ i I ....... .... 'II♦♦ 1 I F CUTOUT IN FIXTURE L-------------------- BOTTOM FOR----- ------------� ACCESS TO ... ELECTRICAL .. _ __ DIMENSION PONTS (PLAN/ ACCOUNT SERVICES* FROM FLOOR ' FINISH PLAN A-111• • '• POWER LOCATION REPRESENTS CENTER OF ELECTRICAL BOX Y:.: ...................................4 .................... ..;.............. .............. 3/4"4-0" NOTE: ORIENTATION OF THIS PLAN DOES NOT MATCH FLOOR PLAN FASTEN TO STEEL FRAMING, WHERE HANGER WIRES WOOD FRAMING, CONCRETE ARE MORE THAN 1 STRUCTURE, CONCRETE DECK, OR STEEL DECK PER ES REPORT OUT -OF -PLUMB, PROVIDE 4071 (ITEM 2.2.2) OR PER CISCA COUNTER -SLOPING WIRE 3-4 (FIGURES 2, �, 4, AND 5) ®®® HANGER WIRES AT 1— 4'-0" OC EACH DIRECTION 7< J NO MORE THAN 1:6 TRAPEZE AS NECESSARY OUT -OF -PLUMB, TYPICAL TO AVOID OBSTRUCTIONS MAIN TEE OR CROSS TEE MAINTAIN HANGER WIRE (SUSPENSION SYSTEM) SPACING AND CAPACITY ACOUSTICAL CEILING PANELS 4'-0 MAX 01 NOTE: COMPLY WITH ALL ADDITIONAL PROVISIONS OF ASTM C635 AND C636 PERIMETER SUPPORT G) GENERAL SUPPORT INSTALLATION OF SUSPENDED /1 ACOUSTICAL CEILING SYSTEMS NO SCALE FOYER 23" VERIFY WITH FIXTURE VENDOR SECURITY PLAN AT DEPOSITORY 9 Im )S TO BE CONTINUOUS URE ABOVE REFER TO RCP 'IVFOR HEIGHT AND GRID (ALL BRACING SOFFIT AT CENTRAL TCD 11/2"4-0" FOYER VERIFY WITH FIXTURE VENDOR CENTERLINE OF OPENING EQ i. EQ PLAN AT ATM SECURITY TF I II I I II PARTITION AS SCHEDULED PARTITION AS SCHEDULED DEPOSITORY, FOTO - METAL SHROUD SMOKED LEXAN PANEL - TO BE PROVIDED FOR CAMERA BY BY VENDOR FIXTURE VENDOR I CAMERA PROVIDED Ilii ' BY OWNER'S VENDOR I n'h 1 i LINE OF FIXTURE u�lr l� ' SEE FIXTURE PLAN FOR ADDITIONAL INFORMATION � I I IIII 4 ' IIII I ' SHROUD FOR CAMERA "%-= = _- ii'I I i BY FIXTURE VENDOR I /i =` I - X .\ I II - \ ao �i MA_X. AFF _ _ _ - it--- ,.;�—��------------�n—,---I'll i -.r--- „ \ ,IIII I , HIGHEST HIGHEST OPERABLE PERSONAS 86 ATM 1�A li \�\ ii;ll I OPERABART LE PART OF ATM BY ATM VENDOR - LLJ MERCHANT DEPOSITORY 15A U\ilil I -- - - - - - -u r L L . l IU. ' FOYER SECURITY �LL II I I II L. L r T I I I I I I I I J i ' LINE OF FIXTURE L _ _ _ _ _ _ I BEYOND. SEE FIXTURE PLAN FOR ADDITIONAL L -- o INFORMATION I I I I LINE OF FIXTURE SEE PARTITION AS FIXTURE PLAN FSR N i ADDITIONAL INFORMATION SCHEDULED i I I I I I II N I I ADJUSTABLE SUPPORT i I I PLINTH BY ATM VENDOR I I I I I I I I FOYER i SECURITY rj��_ I II I I I I I I I 1 I I I I I I II I SECTION AT MERCHANT DROP SECTION AT ATM (P-86) u:\projects\Wamu\Ilorlda\ntssantord\cuddntss\Sheets\ntss aAJW,sht 1/25/21JU6 I� I O � rn 0 c c Z a) ._ ® >� b Q cn Z w Z 40 N Q) O v-- W I ISSUED Q I-- ® �y w ILL N O O C) O mom W N ZtA�� 04 ('u®0z Z0U)w� > 0 LL2E (j) m z w Lu —1 O r/ ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Interior Details ®flux R ,INC. CIE r BEVEL @ 450 0 3/4 " AND REFINISH I Q GRAPHIC ABOVE --- �.__._ EXPOSED END I o � � ,y CHAIR RAIL- ,'.:: O PLAN VIEW AT WALL BEVEL @ 450 . :: :'.....;y , ,,•.-:.:::;.:::::.,:.. AND REFINISH EXPOSED END ;ol i FINISH FLOOR SUBSTRATE n 1 ccrTinni MUM �1 0 2'-0" MMOR �r LAV LL LL �1 t, co co U I JN �o a 3 4'-0" 10 EQ EQ d w 3 tJ r- vi F- y. SOAP p_6.. 3'-0° DISPENSER IN LAV MTD I•.—# _ 3'-6" 12" 'I MIRROR 6",�� Jr= a �� GB COAT HOOK/ REINFORCED PLASTIC PANE LAV — GB I v SCD PURSE HOOK WALLCOVERING WC TPDASNR WC Q C F PB -1 SCREW SHELF SUPPORT CLIPS TO SHELVES PLYWOOD BACKING Z3/4" THICK SHELF ON ADJUSTABLE SHELF BRACKETS INSTALL SHELVES AS DIMENSIONED F PB -1 — WALL MOUNTED STANDARDS AND �! BRACKETS SPACED AT 18" MAXIMUM AND 6" FROM, END F PB -1 F PL -2 SEALA;,,,GROMMET 16 GAx2"x2"x0'-4" W/ (2) 010 SCREWS @ WALL (2) 010x1' SCREWS @ COUNTERTOP. LOCATE -6" MAX FROM KNEE BRACE. (2 PER BAY) - PROVIDE 1 PER WORKSTATION. OCATE DIRECTLY ABOVE POWER OUTLET SEALANT 2'-6" T-8'1 n�BREAK ROOM UPPER CABINET FIPL-3 F PL -3 5 1/2" DEEP ADA INSULATE ALL �� EXPOSED ACCESSIBLE SINK g PIPING ,-1 I I OPEN BELOW SINK FOR ADA -------- --� COMPLIANCE LINE OF (INTERIOR CLEARANCE THRU-OUT) FOR ADA I `V COMPLIANCE 611 I 1711 cn —j--- BASE: SEE FINISH PLAN 1� BASE CA�BAT ACC SINK DISPOSAL 7ori a n ssa 3/4" 1 SHELF CLEAT lx 2 PAINT I 9 10 SHFLFAT JANITOR'S CLOSET I rj-��.BREAK ROOM CABINET d z v- � m � N O O � 0O co w � N J ' 0) E < V 7 N (0 (0 Iq IT z ¢ w 0 cfl c� w o 41 (0 (0 0 .J O Q Q a N N N (nb4.3 FPL -2 f Q � i 0 0 � W I® 7 LL- - N o Q N C) 0 N - - ACCURIDE DELUXE W ° N KEYBOARD TRAY Z 0 Z®U)LU u 4 �± �.., ® U �e 0 *CBERGO-TRAY300 w m 73 D z U uu ,. L16 GAx2"x211xO'-4" W/ o (2) ,10x1" SCREWS @ o COUNTERTOP & (2) 1/4" DIA THRU BOLTS @ N KNEE BRACE OPENING FOR CORDS /-16 GAx2"x2"x0'-4" W/ '— (2) *10 SCREWS & (2) 1/4" DIA THRU BOLTS @ w KNEE BRACE. ALTERNATE SIDES 3/4" KNEE BRACE o �__-------- 6'-0" OC MAX FPB -1 Q r BASE SEE FINISH SCHEDULE d- NOTE _ SEE PLAN AND ELEVATION WORK ROOM FOR ADDITIONAL INFORMATION n�BREAK ROOM UPPER CABINET FIPL-3 F PL -3 5 1/2" DEEP ADA INSULATE ALL �� EXPOSED ACCESSIBLE SINK g PIPING ,-1 I I OPEN BELOW SINK FOR ADA -------- --� COMPLIANCE LINE OF (INTERIOR CLEARANCE THRU-OUT) FOR ADA I `V COMPLIANCE 611 I 1711 cn —j--- BASE: SEE FINISH PLAN 1� BASE CA�BAT ACC SINK DISPOSAL 7ori a n ssa 3/4" 1 SHELF CLEAT lx 2 PAINT I 9 10 SHFLFAT JANITOR'S CLOSET I rj-��.BREAK ROOM CABINET d z v- � m � N O O � 0O co w � N J ' 0) E < V 7 N (0 (0 Iq IT z ¢ w 0 cfl c� w o 41 (0 (0 0 .J O Q Q a N N N (nb4.3 ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 3LE ? 2" OC PPORTS PERMIT ISSUE JANUARY 23, 2006 Interior Details I' •�' f Q � ® ® LL � W I® 7 LL- N o Q N C) a W N Z 0 Z®U)LU u 4 �± �.., ® U �e 0 ® 0 LL z Q w w m 73 D z U uu ,. •• W O ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 3LE ? 2" OC PPORTS PERMIT ISSUE JANUARY 23, 2006 Interior Details I' •�' 3 4 5 6 7 8 9 10 /I E 4V C --- i►i D LOCKERS TO BE BOLTED TO WALL _ BY CONTRACTOR 3 4 5 A 7 8 9 U:\projects\womUVlorida\nt ssunlord\coddntss\Sheets\ntss_ai- I I 10 SHEET NOTES 1) FIXTURES FURNISHED BY AND INSTALLED BY OWNER'S FIXTURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. 2) SEE SHEET AI -601 FOR FIXTURE QUANTITIES, FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH CASEWORK VENDOR. 3) FURNITURE FURNISHED BY AND INSTALLED BY OWNER'S FURNITURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FURNITURE LOCATIONS WITH FURNITURE VENDOR, 4) SEE SHEET AI -601 FOR FURNITURE QUANTITIES. FURNITURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH FURNITURE VENDOR. SHEET SYMBOLS C FO -06 R SEE SHEET AI -601 FOR FIXTURE SCHEDULE FIXTURE INDICATOR FN -X SEE SHEET AI -601 Q� FOR FURNITURE SCHEDULE FURNITURE INDICATOR SCALE: 1/4" • 1'-0" 0 2 4 8 Uj co .... .. � N D LOCKERS TO BE BOLTED TO WALL _ BY CONTRACTOR 3 4 5 A 7 8 9 U:\projects\womUVlorida\nt ssunlord\coddntss\Sheets\ntss_ai- I I 10 SHEET NOTES 1) FIXTURES FURNISHED BY AND INSTALLED BY OWNER'S FIXTURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. 2) SEE SHEET AI -601 FOR FIXTURE QUANTITIES, FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH CASEWORK VENDOR. 3) FURNITURE FURNISHED BY AND INSTALLED BY OWNER'S FURNITURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FURNITURE LOCATIONS WITH FURNITURE VENDOR, 4) SEE SHEET AI -601 FOR FURNITURE QUANTITIES. FURNITURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH FURNITURE VENDOR. SHEET SYMBOLS C FO -06 R SEE SHEET AI -601 FOR FIXTURE SCHEDULE FIXTURE INDICATOR FN -X SEE SHEET AI -601 Q� FOR FURNITURE SCHEDULE FURNITURE INDICATOR SCALE: 1/4" • 1'-0" 0 2 4 8 J Uj co � N 04zLL- ® LL Z k„ O o O V O co W W`�rn H U) W N E C C (O Lt7 O OC a �—dN U a>�� U Q LJI 0 Z ° W �(ow O * O O cq r U) L J 04zLL- ® LL w N O O N Q U) W N ® ou0®z z0cn � U Q LJI ® 0 C/) w 2 z U w W —I CAI ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Fixture / Furniture Plan AI -1 11 F E 2 SEE 1/A-402 3 4 6 7 8 9 SHEET SYMBOLS XXXXXX SEE SHEET AI7602 FOR EQUIPMENT SCHEDULE EQUIPMENT INDICATOR SCALE: 1/4" = P-0" 0 2 4 8 ai-112,s t 1/25/2006 12:11:12 PM COP c 2006 CALI V Z m 161 (9 � N Z �, Q O 0 ��co UA (n N 0 U E C C (D to O Q N Q, > co (o Q O Lj— j 71 (O ( U j Q " (D C 10 N 0)N N U w 10 � o SHEET NOTES OD 0 1) EQUIPMENT FURNISHED BY AND INSTALLED BY z � OWNER'S EQUIPMENT VENDOR, COORDINATE ALL ami ® > EQUIPMENT LOCATIONS WITH EQUIPMENT VENDOR. 1. 4 r 2) SEE AI -602 FOR EQUIPMENT QUANTITIES. O EQUIPMENT QUANTITIES LISTED ARE FOR z REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY 13Ze 3C F- (D TO VERIFY ALL QUANTITIES AND COORDINATE w �- WITH EQUIPMENT VENDOR. N 3:r- U) o SHEET SYMBOLS XXXXXX SEE SHEET AI7602 FOR EQUIPMENT SCHEDULE EQUIPMENT INDICATOR SCALE: 1/4" = P-0" 0 2 4 8 ai-112,s t 1/25/2006 12:11:12 PM COP c 2006 CALI V Z m 161 (9 � N Z �, Q O 0 ��co UA (n N 0 U E C C (D to O Q N Q, > co (o Q O Lj— j 71 (O ( U j Q " (D C 10 N 0)N N U w PERMIT ISSUE JANUARY 23, 2006 Equipment Plan 1®1 1 N ARCHITECTURE, I C. JA ® N r O w N ®Q z LL- o y WzU) N Co7 ® = w ® a I-- V < 0 2E 0U0 0 z z z0U) W d U) I- w W � Q CAII ISSUED / REVISED DATE PERMIT ISSUE 1-23-06 PERMIT ISSUE JANUARY 23, 2006 Equipment Plan 1®1 1 N ARCHITECTURE, I C. JA N I 4 0 rn N Lo 0 N w m z I— U W FIXTURES FURNISHED BY AND INSTALLED BY OWNERS FIXTURE VENDOR (U.O.N.), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. GENERAL CONTRACTOR'S RESPONSIBILITY IS TO INCLUDE UNLOADING, ASSEMBLY, AND INSTALLATION OF ALL FIXTURE ITEMS LISTED AS FDIC. FIXTURE SCHEDULE FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNERS RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH FIXTURE VENDOR. NOT ALL ITEMS LISTED ARE USED IN EACH LOCATION, REFER TO QUANTITIES LISTED. j�I FURNITURE FURNISHED BY AND INSTALLED BY OWNERS FURNITURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FURNITURE LOCATIONS WITH FURNITURE VENDOR. A L TION OY ALL FURNITURETE SCLISTEDAS FOIC. II REFERENCE ONLY. UNLOADING, RESPONSIBILITY IS TO INCLUDE ES ITEMS S IOWNERS RESPONSIBILITY INSTALLATION FUR I V I T U R E SCHEDULE GENERAL URE CONTRACTOR'S ATE WITH FURNITURE VENDOR. NOT ALL ITEMS LISTED ARE USED IN EACH LOCATION, REFER TO QUANTITIES LISTED. J o 00 Cr) c ILII CODE QUANTITY ITEM RESPONSIBILITY MATRIX 1 2 3 4 5 6 7 8 9 10 REMARKS N I 4 0 rn N Lo 0 N w m z I— U W FIXTURES FURNISHED BY AND INSTALLED BY OWNERS FIXTURE VENDOR (U.O.N.), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. GENERAL CONTRACTOR'S RESPONSIBILITY IS TO INCLUDE UNLOADING, ASSEMBLY, AND INSTALLATION OF ALL FIXTURE ITEMS LISTED AS FDIC. FIXTURE SCHEDULE FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNERS RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH FIXTURE VENDOR. NOT ALL ITEMS LISTED ARE USED IN EACH LOCATION, REFER TO QUANTITIES LISTED. j�I FURNITURE FURNISHED BY AND INSTALLED BY OWNERS FURNITURE VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FURNITURE LOCATIONS WITH FURNITURE VENDOR. A L TION OY ALL FURNITURETE SCLISTEDAS FOIC. II REFERENCE ONLY. UNLOADING, RESPONSIBILITY IS TO INCLUDE ES ITEMS S IOWNERS RESPONSIBILITY INSTALLATION FUR I V I T U R E SCHEDULE GENERAL URE CONTRACTOR'S ATE WITH FURNITURE VENDOR. NOT ALL ITEMS LISTED ARE USED IN EACH LOCATION, REFER TO QUANTITIES LISTED. J o 00 Cr) c ILII CODE QUANTITY ITEM RESPONSIBILITY MATRIX CODE QUANTITY ITEM RESPONSIBILITY MATRIX CODE QUANTITY ITEM MANUFACTURER MODEL REMARKS CONTACT RESPONSIBILITY MATRIX Z c ® > OWNER G.C. OWNER G.C. OWNER G.C. FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL C -AS -01 --- TCD 50 SHROUD • O C -RT -01 --- RETAIL FIXTURE • • FN -1C 6 CHAIR, GUEST CONSULTATION STYLEX WORKGOLD No ARMs, WITH RUBBER CASTERS COM FABRICS: KNOLL TEXTILES NONCHALANT CR; OCHER (GOLD) KNOLL • • C -AS -03 1 TCD 750 SHROUD • • C -RT -02 --- SHELF • • FN -1R 6 CHAIR, GUEST CONSULTATION STYLEX WORKRED NO ARMS, WITH RUBBER CASTERS COM FABRICS: KNOLL TEXTILES NONCHALANT CR; SCARLET (RED) KNOLL • • C -AS -11 1 SINGLE LATERAL FILE • • C -RT -03 --- REMOVABLE BIN O • FN -2 11 TASK CHAIR STYLEX WORKEMP CENTER PIVOT TILT, PNEUMATIC HEIGHT ADJ. TILT TENSION, FIXED ARMS, CASTERS. COM FABRIC; KNOLL TEXTILES NONCHALANT CR; VIOLET KNOLL • • H w 13 C -RT -04 -- ACRYLIC MAGAZINE HOLDER • O FN -3 1 KIDS' CHAIR FIXTURE FURNITURE BOLATEEN BOLA TEEN SIZE CHAIR PS •Y34 PLUM THERMOPLASTIC,•40 BLACK EPDXY METAL CAPS; Y34 BALL CA KNOLL • • ____ - Q N 3: (D C -RT -05 --- ACRYLIC BROCHURE HOLDER • • FN -4 1 BULLETIN/CORK BOARD QUARTET QRT2304 48" X 36"; MOUNT AT 6'-811 AFF TO TOP, HORIZONTAL ONLY CORPORATE EXPRESS • • O C -CW -01 --- MOBILE CHECK WRITING STAND • O C -RT -06 --- REMOVEABLE SHAMS • • C -CW -02 --- ADA MOBILE CHECK WRITING STAND • • C -RT -11 --- FREESTANDING MERCHANDISE MODULE O • FN -6 4 BREAK ROOM CHAIR KNOLL 87CC GIG] STACKING CHAIR; ARMLESS; GRAPHITE COLOR, CHROME PLATED BASE KNOLL • • C -CW -11 --- ADA HALF -ROUND CHECK WRITING • • C -RT -12 --- BROCHURE TOPPER • e FN -7A 1 WALL GAME BOARD (BEAD) EDUCO WTT-0073 MOUNT AT 20" AFF TO BOTTOM, SIZE: 14"W X 20"H WAITING TIME TOYS • • C -CW -12 --- IN-STORE CHECK WRITING STAND • • FN -7B 1 WALL GAME BOARD (MIRROR) WAITING TIME TOYS WTT-0015 MOUNT AT 6" AFF TO BOTTOM. SIZE: 13"W X 48"H WAITING TIME TOYS • • FN -8 1 BREAK ROOM TABLE EQUITY RCT3048 48 X 30 RECTANGULAR TABLE; TOP LIGHT GREY; EDGE TAUPE; BASE DARK GREY KNOLL • • C -TL -01 --- TELLER LINE- NO BARRIER • e FN -10 4 2DR LEGAL VERTICAL FILE HOLGA 2F224PO3 17-1/8"W X 29"H X 28"D; COLOR EGGSHELL KNOLL • • C -CO -01-R --- CURVED RETAIL MODULE RIGHT • • C -TL -02 --- ADA TELLER LINE- NO BARRIER O O C -CO -01-L --- CURVED RETAIL MODULE LEFT • • C -TL -07 --- TELLER LINE- BULLET BARRIER O • FN -12 1 2 DR INSULATED FIRE VERT FILE FIREKING FK221CCH 27 3/4"H X 20 3/4"W X 31 9/16"D; COLOR CHAMPAGNE KNOLL • • C -CO -02-R 1 CURVED POS MODULE RIGHT • • x C -TL -08 --- ADA TELLER LINE- BULLET BARRIER • • FN -18 1 PAPER DISPOSAL BIN --- --- 30" X 30" --- • • C -CO -02-L --- CURVED POS MODULE LEFT • • FN -24 --- STOOL 0 DRIVE UP THONET/EPIC THONET THONET/EPIC LAM TALL STOOL, ARMLESS WITH UPHOLSTERED SEAT CUSHION AND ADJUSTABLE FOOTRING. SHELL: BLACK. SEAT CUSHION: COM FABRIC: KNOLL TEXTILES NONCHALANT CR; VIOLET KNOLL • • C -CO -03-R 1 CURVED VB4 MODULE RIGHT • e FN -30 --- MAGNETIC SAND TABLE EDUCO WTT-0069 29"W X 19"D X 22"H WAITING TIME TOYS • • C -CO -03-L --- CURVED VB4 MODULE LEFT • • C -TR -01-L 1 TELLER TOWER-W/COIN DISP-LEFT • • FN -33 --- 2 HIGH LATERAL KNOLL C2 -36-E 18"D X 36" X 27-1/2"H; COLOR EGGSHELL KNOLL • • C -CO -04-R --- CURVED NON -RETAIL ADA MODULE RIGHT O • C -TR -01-R --- TELLER TOWER-W/COIN DISP-RIGHT O O C -CO -04-L 1 CURVED NON -RETAIL ADA MODULE LEFT • • C -TR -02-L 1 TELLER TOWER -W/O COIN DISP-LEFT O • FN -35 1 WHITE BOARD QUARTET QRT2544 48" X 36"; MOUNT W-8" AFF TO TOP HORIZONTALLY ONLY CORPORATE EXPRESS • • C -CO -05-R --- CURVED BOOKCASE MODULE RIGHT • • C -TR -02-R 2 TELLER TOWER -W/O COIN DISP-RIGHT • • FN -36 1 BENCH, 60" KNOLL KNOLLBENCH60 60"W X 22"D X 18"H; FABRIC KNOLL TEXTILES CHARADE HC; EGGPLANT - WOOD FINISH TO MATCH PL -2 KNOLL e • C -CO -05-L --- CURVED BOOKCASE MODULE LEFT • • C -TR -03-L --- ADA TOWER -W/O COIN DISP-LEFT • • FN -37R --- CLUB CHAIR BRANDRUD CLUBRED CLUB CHAIR COM FABRIC KNOLL TEXTILES NONCHALANT CR; SCARLET (RED) KNOLL ® • C -CO -113 --- RETRO BINS • • C -TR -03-R --- ADA TOWER -W/O COIN DISP-RIGHT • • FN -37C --- CLUB CHAIR BRANDRUD CLUBGOLD CLUB CHAIR COM FABRIC: KNOLL TEXTILES NONCHALANT CR; OCHER (GOLD) KNOLL • • C -CO -06-R --- STRAIGHT RETAIL MODULE RIGHT • • C -TR -05-L 1 ADA TOWER-W/TCD- LEFT O O FN -39 --- BENCH, 48" KNOLL KNOLLBENCH48 FABRIC: K8"X2NOp TE18TILES CHARADE HC; EGGPLANT - WOOD FINISH TO MATCH PL -2 KNOLL ® • C -CO -06-L --- STRAIGHT RETAIL MODULE LEFT • • C -TR -05-R --- ADA TOWER-W/TCD- RIGHT • • C -CO -07-R --- STRAIGHT POS MODULE RIGHT • • C -TR -08 --- ADA SHELF FOR C -TR -06 • • FN -44 1 TV CART QUARTET DURACARTS QRT88753 24"W X 18"D X 42"H; ADJUSTABLE HEIGHT DURACART, COLOR BLACK CORPORATE EXPRESS • • C -CO -07-L --- STRAIGHT POS MODULE LEFT • • C -TR -10 1 TELLER RING TCD 750 W/COIN DISPENSER • • FN -45 --- TELLER TOWER PYLON ALLYN DATE -WRITE --- INSTALLED BY OWNER AS PART OF MARKETING PACKAGE ALLYN BANK EQUIPMENT • • z C -CO -08-R --- STRAIGHT VB4 MODULE RIGHT • • C -TR -11 --- DRIVE -UP TELLER O • FN -46 --- TELLER LINE PYLON ALLYN DATE -WRITE --- INSTALLED BY OWNER AS PART OF MARKETING PACKAGE ALLYN BANK EQUIPMENT • • C -CO -08-L --- STRAIGHT VB4 MODULE LEFT • • C -TR -12 --- REMOTE DRIVE -UP TELLER O • FN -47 --- "W" VINYL DECAL MASTERMARK --- INSTALLED BY OWNER AS PART OF MARKETING PACKAGE MASTERMARK • • I N C -CO -09-R --- STRAIGHT NON -RETAIL ADA MODULE RIGHT • • C -TR -13 --- TELLER RING TCD 50- W/ DISPENSER O e FN -50 12 TRASH CAN- (DESK, CONCIERGE) ELDON ELD29561 7 GALLON, COLOR BLACK CORPORATE EXPRESS e e 3 U Q a C -CO -09-L --- STRAIGHT NON -RETAIL ADA MODULE LEFT • • C -TR -14-L --- REMOTE TCD 50-W/COIN DISP-LEFT e O U ® a� C -CO -2R -- RETRO BINS • • C -TR -14-R --- REMOTE TCD 50-W/COIN DISP-RIGHT O O FN -51 1 TRASH CAN: (KITCHEN W/LID) RUBBERMAID uD R e2s89ooecLE 23 GALLON, COLOR BEIGE CORPORATE EXPRESS O • C -CO -11-R --- CONCIERGE COUNTER IN-STORE RIGHT • • C -TR -18 --- REMOTE TCD 750 W/COIN DISP &SHROUD • • FN -53 3 (TELLER TOWERS AND TRASH CAN CHECK WRITING STANDS) ELDON ELD29551 3-1/2 GALLON, COLOR BEIGE CORPORATE EXPRESS • • op U E J C -CO -11-L --- CONCIERGE COUNTER: IN-STORE LEFT • • C -TR -24 1 TELLER BACK COUNTER- SIG CARDS • • FN -60 2 SINGLE STACK LOCKERS TENNESCO TNN110300 6 HIGH 1 WIDE/6 COMPARTMENTS 72" HIGH OVERALL, COMPARTMENTS 12"W X 18"0 X 12"H, COLOR MEDIUM GREY KNOLL • • Ig Q cU s N U 4 C -TR -26 1 TELLER BACK COUNTER- PRINTER O • FN -61 -- TRIPLE STACK LOCKERS TENNESCO TNN110317 6 HIGH 3 WIDE/18 COMPARTMENTS 72" HIGH OVERALL, COMPARTMENTS 12"W X 18"D X 12"H, COLOR MEDIUM GREY KNOLL • e V ' Z Q o IC C -TR -30 --- 48" BASE CABINET • • FN -62 --- DOUBLE TRIPLE LOCKERS TENNESCO TNN110294 OMPARTMENTS 112'wsx 18' DHX 36"H, COLOR MEDIUM GREY ICAGO AND NEW YORK 72" HIGH WIDE/6 KNOLL • • ®� � N N ` -CS -01-R --- SINGLE CONSULTATION STATION -RIGHT • • C -TR -31 --- 36" BASE CABINET • • cfl c9 L � U C -CS -01-L --- SINGLE CONSULTATION STATION- LEFT e • C -TR -32 --- 49" PRINTER CABINET • • FN -80 --- METAL SHELVING 18" DEEP HOLGA WC7436185 CHROME WIREFLEX SHELVING; 18"D X 36"W X 74"H KNOLL • O N co o o C -CS -02 3 DOUBLE CONSULTATION STATION • • C -TR -33 --- 36" TWO DRAWER FILE UNIT -NARROW O O FN -81 --- METAL SHELVING 18" DEEP HOLGA WC744218S CHROME WIREFLEX SHELVING; 18"D X 42"W X 74"H KNOLL • • U cn b L 3 C -CS -03 --- DOUBLE CONSULTATION STATION: IN-STORE • • C -TR -34 --- 72" FOUR DRAWER FILE UNIT -NARROW • • FN -82 --- METAL SHELVING 18" DEEP HOLGA WC744818S CHROME WIREFLEX SHELVING; 18"D X 48"W X 74"H KNOLL • • C -CS -04-R --- MIXED DOUBLE CONSULT - INVESTMENT RIGHT • • C -TR -35 --- 24" OVERHEAD CABINET • • FN -83 --- METAL SHELVING 18" DEEP HOLGA WC843618S CHROME WIREFLEX SHELVING; 18"D X 36"W X 84"H KNOLL • • C -CS -04-L --- MIXED DOUBLE CONSULT - INVESTMENT LEFT O • C -TR -36 --- 36" OVERHEAD CABINET O • FN -84 --- METAL SHELVING 18" DEEP HOLGA WC844218S CHROME WIREFLEX SHELVING; 18"D X 42"W X 84"H KNOLL • • C -CS -05-R --- INVESTMENT SINGLE CONSULTATION - RIGHT • e C -TR -37 --- 48" OVERHEAD CABINET • • C -CS -05-L --- INVESTMENT SINGLE CONSULTATION - LEFT • • FN -85 --- METAL SHELVING 18" DEEP HOLGA WC844818S CHROME WIREFLEX SHELVING; 18"D X 48"W X 84"H KNOLL • • C -CS -06 --- INVESTMENT DOUBLE CONSULTATION STATION • • FN -90 --- METAL SHELVING 24" DEEP HOLGA WC743624S CHROME WIREFLEX SHELVING; 24"D X 36"W X 74"H KNOLL e • C -CS -07-R --- IN-STORE SINGLE CONSULTATION. - RIGHT • • C -VE -01 --- ATM (P75RL) (WALL INSERT) • • FN -91 --- METAL SHELVING 24" DEEP HOLGA WC74424.4S CHROME WIREFLEX SHELVING 24"D X 42"W X 74"H KNOLL O • C -CS -07-L --- IN-STORE SINGLE CONSULTATION. - LEFT • • C -VE -02 --- FUTURE ATM (INSERT W/LEDGE @34") O O FN -92 --- METAL SHELVING 24" DEEP HOLGA WC744824S CHROME WIREFLEX SHELVING 24"D X 48"W X 74"H KNOLL • • LL w C -CS -11 --- INVESTMENT CONSULTATION STATION O • C -VE -03 --- ATM (5685) (RL) (WALL INSERT) • • FN -93 --- METAL SHELVING 24" DEEP HOLGA WC843624S CHROME WIREFLEX SHELVING; 24"D X 36"W X 84"H KNOLL • O z C -VE -04 1 ATM (P86) (RL) (PLEXI BINS/ TRASH) • • O Z LL C -VE -05 --- ATM (P75 RL) (W/ BUILT IN LEDGE) • • FN -94 --- METAL SHELVING 24" DEEP HOLGA WC844224S CHROME WIREFLEX SHELVING; 24"D X 42"W X 84"H KNOLL • • L1J- C -DU -01 --- SINGLE D/U - NO DEAL DRAWER e • C -VE -06 --- ATM (P70 VEGAS) (FL) (SIDE WASTE) • • FN -95 --- METAL SHELVING 24" DEEP HOLGA WC844824S CHROME WIREFLEX SHELVING; 24"D X 48"W X 84"H KNOLL • • z V) U C -DU -02 --- DOUBLE D/U - NO DEAL DRAWER • • C -VE -07 --- ATM (5675 FL)(ANGLED FRONT) • • ® 4 Y ~ V C -DU -03 --- SINGLE D/U - W/ DEAL DRAWER O • C -VE -08 --- ATM (5675 RL) (WALL INSERT) (ANGLED) • • Q LL ® C -DU -04 --- DOUBLE D/U - W/ DEAL DRAWER • • C -VE -11 -- DEPOSITORY (LEDGE) • O z z ® 0 C -VE -12 1 MERCHANT DROP DEPOSITORY (LEDGE) • O > Q � U) C -VE -16 1 PHONE BANKING O • z C -FO -01 2 FOCAL FIXTURE • • C -VE -21-R 1 ANGLED VERTICAL BUMP OUT COL - RIGHT O • W a C -FO -02 --- FOCAL FIXTURE W/CHECKING INSERT • • C -VE -21-L --- ANGLED VERTICAL BUMP OUT COL - LEFT • O �' C -FO -06-R --- ADA FOCAL- RIGHT • • C -VE -22 1 ANGLED SOFFIT • O C -FO -06-L --- ADA FOCAL- LEFT • • C -VE -23-R 1 FILLER FIXTURE - RIGHT • • C -FO -08-R 2 ADA FOCAL WITHOUT CUTOUT- RIGHT • • C -VE -23-L --- FILLER FIXTURE - LEFT • • C -FO -08-L 2 ADA FOCAL WITHOUT CUTOUT- LEFT • • C -VE -25 -- ATM/ VESTIBULE/ ENEVELOPE/TRASH MODULE • • ISSUED/ REVISED DATE C -VE -30 --- SOFFIT SECTION 10'STRAIGHT e e PERMIT ISSUE 1-23-06 C -VE -31 --- SOFFIT SECTION 8' STRAIGHT O O C -CE -01 --- LATERAL FILE CABINET • • C -VE -32 1 STRAIGHT VERTICAL BUMP OUT COL • • C -GE -02 --- UPPER CABINET • • C -VE -33 --- VESTIBULE PANEL 4" (FILLER) • • C -GE -05 --- WORKTRAP FIXTURE O • C -VE -34 --- VESTIBULE PANEL 4'-0" WIDE (LARGE FILLER) • O C -KA -01 2 KIDS WORKSTATION O • C -WA -01 --- COFFEE TABLE O O C -KA -02 1 KIDS BOOKSTAND • • C -WA -02 --- SQUARE COFFEE TABLE W/ MONITOR • e C -WR -06 2 WORK ROOM PRINTER STAND O • PERMIT ISSUE JANUARY 23, 2006 Schedule= Fixture & urniture Mi 9t! 11"f t i l®1 N I 4 0 rn N Lo 0 N w m z I— U W .,,.•vlv�•r\••v ... v,��v��v�n\��+..v..�v.v\\-V Vylll.l�\Jllvvl.�\IIIJ�_V -VV I.JIII I/<J/<VVV ILII IIJ IIVI \.VI 11\IVI11 `f<VVV\.�\�LIJVIY --.- EI i 1 2 3 4 5 6 7 8 9 10 J EQUIPMENT FURNISHED BY AND INSTALLED BY OWNERS EQUIPMENT VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL EQUIPMENT LOCATIONS WITH EQUIPMENT VENDOR. EQUIPMENT SCHEDULE EQUIPMENT QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNERS RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH EQUIPMENT VENDOR. NOT ALL ITEMS LISTED ARE USED IN EACH LOCATION, REFER TO QUANTITIES LISTED. rn MANUFACTURER MODEL P REQUIREMENTS R R IR MENTS POWER REMARKS FURNISH RESPONSIBILITY MATRIX NEW CODE OLD CODE QTY. ITEM MANUFACTURER MODEL POWER REQUIREMENTS REMARKS RESPONSIBILITY MATRIX m ._ ®Q � o ro z `- W 3:MAX u y' ; � co NEW CODE OLD CODE QTY. ITEM OWNER G.C. OWNER G.C. FURNISH INSTALL FURNISH INSTALL INSTALL FURNISH INSTAL --- -- • • e • ELE001 ELE002 UU F 2 18 UPS EQUIPMENT KEYBOARD APC IBM ""' --- --- KB 454 / 92G7454 --- • • • • — ATMw86 ATMd86 Z2 1 ___ ATM MACHINE P86 (WALK UP) ATM MACHINE P86 (DRIVE THRU) NCR NCR PERSONAS P86 PERSONAS P86 -- --- BG 18 INTELLIMOUSE 1.2 MICROSOFT --- PS/2 COMPATIBLE _ _ _ • • ATM090e Z6 --- ATM MACHINE P90e NCR PERSONAS P90 CURRENT REQ:19AQ12OV;12.6A&220V MAX INRUSH REQ;50APEAK0136V;80APEAK0257V (EXT) COORDINATE WITH VENDOR FOR ACCESS SPACE REQUIRED --- • • ELE003 • e ELE004 --- SURGE SUPPRESSOR APC --- ATM001 --- BUSINESS DEPOSITORY NCR 52851300 ___ --- - PROVIDE AT ALL VESTIBULE AIMS EXCEPT P-85 AND P-86 • • • • • • ELE005 ELE006 ELE007 J P 7 --- 1 MICR CHECK READER "- CREDIT CARD AUTHENTICATION TERMINAL MAGTEK __- R5232.22522001 __ 120V AC, 50-60HZ ___ 8" D WITH CABLE BEND --- e ® • • ATM002 ATM003 ATM004 Z19 --- --- --- ATM ENCLOSURE W/O CANOPY ATM ENCLOSURE W/ CANOPY ATM ENVELOPE/TRASH COUVERETTE COUVERETTE COMPANION --- --- OR -29 --- --- --- USE AT ALL EXTERIOR WALK-UP MACHINES • • ELE008 Q 1 VERIPHONE TRANS 330 KEYPAD VERIFONE --- --- SMALL (ASSOCIATED WITH CASH ADVANCE) • • ATM005 Z20 --- ATM ENVELOPE/TRASH COMPANION OR -24 --- e • ELE009 BO 2 TS 400 DISTRIBUTED CAPTURE DIGITAL CHECK CORP. --- "' EQUIPMENT FOR "I" CHECK • • ATMw75 --- ATM MACHINE P75 (WALK UP) NCR PERSONAS P75 --- ELE010 BC --- KV SWITCH BOX BELKIN - DE LA RUE TCD 2000 98V -264V AC, 50-60HZ COORDINATE WITH VENDOR FOR ACCESS SPACE REQUIRED • • ELE011 AD 10 CARD SWIPE MAGTEK INTELLIPEN 99875077 BATTERY OPERATED FOR CUSTOMER USE • • TCDO01 A --- TELLER CASH DISPENSER TCDO02 A2 4 TELLER CASH DISPENSER DE LA RUE TCD 750 115V -230V AC, 50-60HZ --- • e ELE013 TT 1 PIN CHANGER ATALIA CAPS 4 100-240V AC --- • • TCD003 B 3 TERMINAL SYSTEM DE LA RUE DT 5000 --- WITH LOW VOLT TRANSFORMER AND PHONE LINE • • ELE014 VV1 --- BLOOMBERG SATELLITE RECEIVER MUZAK ___ --- --- • • TCDO04 H 5 COIN DISPENSER DE LA RUE 559 115V AC (+/-107), 50-60HZ COORDINATE WITH VENDOR FOR ACCESS SPACE REQUIRED s • ELE015 VV2 --- BLOOMBERG SATELITE DISH MUZAK -- --- ON ROOF ® • ELE016 AH --- ATM SECURITY KEY PAD DIEBOLD - - '"' ELE017 ELE018 AZ QQ2 2 -._ GAMEBOY MUFFLER (FOR PNEUMATIC TUBE SYSTEM) NINTENDO JC WHITNEY AND CO 121-73 P/N22XX50276 ALT P/N22XX6320P ___ ONE DUPLEX AT EACH BLOWER ON ONE 120V AC, 60HZ, 15A DEDICATED CIRCUIT WITH 121-51 COUNTER, INSTALL IN CENTER OF F-20 COUNTER 4" X 9 3/4" OVAL MUFFLER WITH 13" CASE 2 1/2" INLET/OUTLET --- ELE019 AU --- HANDKEY II RECOGNITION SYSTEM --- _-- --- • e • ELE020 WW 2 TELLER UNIT DIEBOLD 134-85 VAT 21 20V AC, 60HZ, 15A, DEDICATED CIRCUIT ASSOCIATED WITH DRIVE THRU • • BRW001 AP --- 5'-0" STANDARD BR WINDOW DIEBOLD 121-70 BRWO02 AQ --- 10'-0" STANDARD BR WINDOW DIEBOLD 121-72 --- --- ! • CSH001 X - - MMF 220 CASH DRAWER MMF --- -- WITH TILL INSERT • ® • SECO01 M1 --- SECURE DEPOSIT SMALL DIEBOLD --- __ CUSTOM MADE TO FIT INTO TELLER TOWER AND DRIVE UP STATION - 8" WIDE SECO02 M3 7 SECURE DEPOSIT LARGE DIEBOLD --- --- CUSTOM MADE TO FIT INTO TELLER TOWER AND DRIVE -UP STATION -15" WID • • SECO03 AA --- ENVELOPE DEPOSITORY DIEBOLD 163-33A --- ONE DUPLEX AT EACH BLOWER ON ONE 120V AC, 60HZ, 15A DEDICATED CIRCUIT (VEST) WITH 11163-32 LOCKER. SEE SPEC FOR ACCES SP. REQ'D ® • -- -__ CLASS 2, 5 -SIDED • e BKRO01 JJ 1 MICROWAVE GE JE740WY 120V, 115OW, 10.5A • • SEC004 QQ - - PNUEMATIC TUBE SYSTEM DIEBOLD VAT 21 • e BKRO02 MM1 1 REFRIGERATOR - FREESTANDING GE HTS16BBMWW 15 AMP FUSE OR BREAKER FREESTANDING MODEL • • SECO05 AV - READY VAULT DIEBOLD --- -- SECO06 AV1 --- ACCESS CONTROL DIEBOLD --- --- --- • i BKRO03 MM2 --- REFRIGERATOR - UNDERCOUNTER GE GMR06AAMWW 15A UNDERCOUNTER MODEL • • Z c° co - - • • BKRO04 AF 1 COFFEE MACHINE BLOOMFIELD 8542 LO -PROFILE POUR OVER MODEL • • SECO07 --- DEAL DRAWER DIEBOLD 121-30 (1) 115 VAC, 60HZ, 20 AMP BRANCH CIRCUIT MAXIMUM LADD - 5 AMP SECO08 BE --- DEPOSITORY CHEST (IN VAULT) DIEBOLD 271-30 --- 26" X 26" W X 25 5/8" D • • BKRO05 AG 1 WATER DISPENSER OASIS POU1CTHS 115W HOT AND COLD WATER COOLER • • N z Ib o 0 lu o N e • BKRO06 CC3 1 BREAKROOM TV/ VCR PANASONIC - -- 13" DIAGONAL MONO TV 2 HEAD VCCOMBO • • SECO09 BD --- MERCHANT DROP DIEBOLD 163-60 --- --- • ® SECO10 AX --- DAY GATE DIEBOLD --- --- SEC011 AJ 1 MAIN ENTRY CARD SWIPE ADT --- - - "'" ® • V) _ it c SECO12 AC --- UNDERCOUNTER STEEL CASH DRAWER DIEBOLD --- --- --- ® • °' E O Q Q 7 C (O (D 18-11/16" X 18-11/16" 28-1/2" e • 5EC013 LL3 --- DAY SAFE DIEBOLD SD -3 -DL, '220-45 --- DIEBOLD TL -15 SPD -61-0404-830 '"' __ 32" X 18" X 25" e • U i ro ®� N N = •— (D (o (o - LL o o SECO14 LL2 1 SECURITY CHEST (SMALL) 32" X 32" X 25" -CUSTOM SIZE e O RR 2 RACKS --- --- --- e • SEC015 LL 1 SECURITY CHEST (LARGE) DIEBOLD TL -15 WAMU CUSTOM --- e • YY 1 ROUTER CISCO 2500 1.2A --- SEC016 NN 1 SECURITY CABINET -- --- --- SECO17 SECO18 K Y 3 1 DOUBLE SQUEEZE ALARM (WIRELESS) RECEIVER (FOR WIRELESS ALARM) ___ _-- -_- --- ___ --- --- • • AK 2 SECURITY ACTIVATION DEVICE ® • N rt c at Q 3 VID001 XX 2 TELLER AUDIO UNIT DIEBOLD SWITCHER BOX PER EVERY 2 120 V AC, 60HZ 15A DEDICATED CIRCUIT _ _ _ • • AUD001 AUD002 XX1 AB --- 1 REMOTE TELLER VIDEO AND AUDIO UNIT AUDIO MUSIC SYSTEM DIEBOLD MUZAK 34-32E COMM AUDIO 34 98B CAMERA/MONITOR --- 120 V AC, 60HZ 15A --- WITH VAT VIDEO MATRICS SWITCHER SUPPLIED BY OWNER'S VENDOR e e • • 0 F CC TEL001 S 7 DESK PHONE MERIDIAN --- --- --- ® • ® to z LL_ LU TEL002 BB 1 FOYER PHONE BANKING PHONE VIKING --- --- --- ® • (a U TEL003 S2/S3 3 WIRELESS PHONE SYSTEM SPECTRA LINK '- "' PHONES WITH CRADLES LOCATED IN WORKROOMS CONTROLLER LOCATED IN THE ELEC/DATA ROOM ON PHONE BOARD x TEL004 S1 2 SERVICE PHONE --- --- "' LOCATED IN SECURITY/ATM ROOM AND ELEC/DATA ROOM e • t� ® 0 � --- Z0U)w< .�, > O7 U) e e LCDO01 12 MONITOR FLAT SCREEN (15") NEC LCDO02 rE2 --- MONITOR TOUCH SCREEN (17") NECCRT001 IBM C54 100-240V AC, 50-60HZ --- • • (All 6 MONITOR STANDARD (15") CRT002 E4 --- MONITOR STANDARD (17") IBM --- --- TRAINING FACILITIES ONLY VERTICAL OR HORIZONTAL ORIENTATION • • • • DKT001 N 18 CPU (WORKSTATION BOXES) IBM PC 300 GL W/P11 PROCESSOR 145, POWER SUPPLY TYPE 110 OR 220 VOLT UNIVERSAL MANUAL SWITCH N2 --- THINK PAD IBM 38OZ 2635BAC -- ® • ISSUED /REVISED DATE NTB001 NTB002 __- THINKPAD LAPTOP DOCKING STATION IBM -- -" -- • • PERMIT ISSUE 1-23-06 ® • NT8003 W1 --- TRW (CREDIT MACHINE) LAPTOP TCI --- SEV001SS2& 2 SERVER TELLER NETFINITY 5500 400W, 100 OR 220V 55KG • • 115V, 15A, 50-60HZ TABLE TOP COPIER (2000 SF MAX) • • PRT001 GG1 --- COPIER IKON --- TABLE TOP FAX e e PRT002 GG2 --- FAX XEROX --- --- --- FLOOR MOUNTED COPIER (2000 SF MIN) e • PRT003 GG3 --- COPIER IKON _-- PRT004 GG4 1 COPIER/FAX XEROX --- --- - e PRT005 D 4 TCD VALIDATION PRINTER DH TECHNOLOGY --- -- • • PRT006 PRT007 I W2 8 --- RECEIPT PRINTER WITH TRANSFORMER TRW (CREDIT MACHINE)O PRINTER EPSON TM -H5000 II TCI --- "' --' "" WHITE PARALLEL, AUTO CUT AND CABLES -- e ® e e PERMIT ISSUE JANUARY 23, 2006 AT CONCIERGE PRT008 V5 1 RECEIPT PRINTER EPSON TM 88 h �;` "' �' u' �' ® • PRT009 V1 1 LAN PRINTER IBM 1422 PRT010 01 6 LAN PRINTER IBM 1312LN --- -" Equipment PRT011 BK --- INFO 1312 PRINTER IBM --- --- --- I® ®2 INC. projects wamuori a\n sson ar ca n ss eets n ss_ai- 02,s t :20 PM COPYRIGHT 2006 CLLI50 1/25/2006 I/ I N a O N Lo a N LJ m z I- U LLI O IL F E It C I I A 2 0 DESIGN CODES AND LOADING: FLORIDA BUILDING CODE (2001 EDITION) LIVE LOADS: ROOF: 20 PSF LATERAL LOADS: WIND: V35 =110 MPH, EXP B, Iw =1,0 GENERAL: THE FLORIDA BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP, ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR, THE DRAWINGS REFLECT THE FINAL FIN15HED CONDITION OF THE STRUCTURE, THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. THE CONTRACTOR 15 RE5PON5113LE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERT15E IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT, IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATION51 OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS, DRAWINGS ARE NOT TO BE SCALED, SHOP DRAWINGS: SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS. REINFORCING STEEL STRUCTURAL STEEL PREFABRICATED TRUSSES SUBMIT MIX DESIGN FOR REVIEW THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW, THE REVIEW WILL BE FOR THE DESIGN INTENT ONLY. THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW. WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE RETAINED BY AUE, FOOTING AND FOUNDATION LOADING: SOILS REPORT: P51 PROJECT N0, 757-55246 BY PSI DATED JUNE 26, 2005, ALLOWABLE SOIL BEARING CAPACITY: ---------------------------------------------2500 PSF ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD. ALL DATA L15TED WAS A55UMED PER INFORMATION PROVIDED. THE CONTRACTOR 15 TO REVIEW THE SOILS REPORT BEFORE BEGINNING CONSTRUCTION AND IS TO BE FAMILIAR WITH ALL RECOMMENDATIONS NOTED WITHIN THE REPORT. ALL FOOTING DIMENSIONS ARE MINIMUMS. ALL FOOTINGS SHALL REST ON COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SHOWN IN THE SOILS REPORT. REINFORCED CONCRETE: MINIMUM CONCRETE PROPERTIES: MINIMUM STRUCTURAL CONCRETE: Vc = 31000 psi, (28 -DAY STRENGTH (Vc)) SLAB ON GRADE: f'c = 2,500 psi GENERAL REQUIREMENT5: ALL EXTERIOR, EXPOSED CONCRETE SHALL HAVE 5%-7% AIR ENTRAINMENT. CONCRETE SLUMP SHALL BE 3" MAX PRIOR TO ADDITION OF ADMIXTURES AND 8" MAX SLUMP AFTER ADDITION. CALCIUM CHLORIDE MAY NOT BE USED. NOMINAL AGGREGATE SIZE SHALL BE LIMITED To 3/4' MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER. ALL CONCRETE SHALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO =0.47. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 15% OF CEMENT BY WEIGHT. CONCRETE COVER FOR REINFORCING STEEL IS AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH: 2" BEAMS, COLUMNS, AND SURFACES EXPOSED TO WEATHER: 1 1/2" SLABS AND WALLS (INTERIOR FACE): 3/4" WALL PLYWOOD: WALL PLYWOOD TO BE Iq/32 EXTERIOR WALL APA RATED PLYWOOD WITH 410 SCREWS AT 6" O.C. AT ALL BLOCKED PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS (IN FIELD) U,N.O. ON DRAWINGS ARE REQUIRED 4 5 REINFORCING STEEL: GENERAL. REQUIREMENTS: STANDARDS FOR ALL REINFORCING STEEL: ASTM A615 GRADE 60. DETAILING (BENDS, HOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT: 30 BAR DIAMETERS OR 1'4" U.N.O. CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS, CORNER BAR LAPS SHALL BE A MINIMUM OF 30 BAR DIAMETERS OR I'-6" ALL OPENINGS IN CONCRETE SLABS, WALLS, ETC. MUST HAVE (2) #5 MIN. U.N.O. TRIM BARS ALL AROUND THE OPENING, TRIM BARS MUST EXTEND 2'-6" PAST EVERY CORNER. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE 15 NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. STANDARD FOR ALL WELDED WIRE MESH: ASTM A-185. LAP ALL EDGES 1 1/2 MESH MINIMUM, ALL REINFORCING STEEL SHALL BE FREE OF GREASE, OIL, OR MUD, ETC, AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. WELDING REQUIREMENTS: STANDARDS FOR WELDING OF REINFORCING BARS: ANSI/AWS DIA -97, REINFORCEMENT SHALL NOT BE WELDEp UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT 15 PERFORMED, THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL CONP051TION AS 5HOWN IN THE MILL TEST REPORT, IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALY515 SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55, REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING. SPECIAL INSPECTION 15 REQUIRED FOR ALL FIELD WELDING. STRUCTURAL STEEL: GENERAL REQUIREMENTS.- TUBE EQUIREMENTS:TUBE COLUMNS: ASTM A500 GRADE B (Fy=46000 psi). PIPE COLUMNS: ASTM A53 GRADE B (Fy=35,000 psi). ALL "W" AND "H" SHAPES: A9g2, (Fy=50,000 psi), ALL OTHER STEEL; ASTM A36. ALL STAINLESS STEEL 316L (Fy=30,000 psi). ALL BOLTS: ASTM A325 U.N.O. ALL ANCHOR BOLTS: A5TM A36, U.N.O. ANCHOR BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS AFTER A POUR OR "WET STICKING" 15 NOT ALLOWED, ONE COAT OF APPROVED SHOP PAINT MINIMUM TO ALL STEEL NOT EMBEDDED IN CONCRETE, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC (ASD) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. WELDING REQUIREMENTS: ALL WELDING SHALL MEET AWS/FLORIDA CODES FOR ARC WELDING IN BUILDING CONSTRUCTION. EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF THIS SECTION, ELECTRODE5 MAY BE E70 MINIMUM WELDS SHALL BE 3/16" OR AS NOTED IN SECTION J.2b OF AISC (WHICHEVER 15 LARGER) ALL WELDING OF STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A GMAC PROCESS FIELD AND SHOP WELDING SHALL BE PERFORMED BY AWS/FLORIDA CERTIFIED WELDERS. EPDXY EMBEDMENTS: HILTI HY-150 OR APPROVED EQUAL SHALL BE USED WHERE EPDXY GROUT 15 SPECIFIED. MANUFACTURER'S RECOMMENDATIONS AND ICBO No. ER -5193 SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL GROUTED BOLTS AND REINFORCING BARS. POWDER ACTUATED FASTENERS: POWDER ACTUATED FASTENERS (PAF) SPECIFIED ON THE PLANS, SHALL BE HILTI X -DNI 0.145" DIA. OR APPROVED EQUAL U.N.O. MANUFACTURER'S RECOMMENDATIONS AND ICBO NO. 2388 SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL PAF'S. 1-1/4" MINIMUM EMBEDMENT IN CONCRETE IS REQUIRED WITH A 4" MINIMUM SPACING AND A MINIMUM OF 3' FROM ANY EDGE. FULL PENETRATION OF THE SHAFT 15 REQUIRED WHEN EMBEDDED INTO STEEL. A MIN. SPACING BETWEEN PAF OF 1-1/2' AND MIN. EDGE DISTANCE OF 1/2" U.N.O. ON PLANS. WA5HER5 ARE REQUIRED WHEN PAF ARE USED WITH WOOD MEMBERS. 6 7 8 q 10 STEEL OPEN WPB JOISTS: WIND LOADING FOR NON-STRUCTURAL WINDOW/CURTAIN WALL COMPONENT CONNECTIONS: STANDARD SPECIFICATION: STRUCTURAL SUPPORT COMPONENTS AND CONNECTIONS NOT SHOWN ON STRUCTURAL DRAWINGS INCLUDING NULLIONE THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL J015TS AND JOIST GIRDERS" BY THE STEEL J015T HEADS AND SILLS SHALL BE DESIGNED BY THE SUPPLIER OR FABRICATOR INSTITUTE (SJI) SHALL APPLY. wo, O CALCULATIONS SHALL BEAR THE SEAL OF A FLORIDA STATE PROFESSIONAL ENGINEER, GENERAL RFOIRE11MTS: UNLESS OTHERWISE NOTE MEMBERSHIP IN THE STEEL JOIST INSTITUTE SHALL BE REQUIRED FOR ALL MANUFACTURERS OF OPEN WEB STEEL MINIMUM DESIGN WIND LOADS PER 2001 FBC, SECTION 1606,1,2. JOISTS, Y ® THE SUPPORTING CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURERS SHALL FURNISH TO THE BUILDING OFFICIAL A CERTIFICATE INDICATING COMPLIANCE WITH 2001 FBC FABRICATION, SECTION 2206 UtVN O ?, (D to .v) 0 z SPECIAL INSPECTIONS: THE CERTIFICATE OF COMPLIANCE SHALL BE FURNISHED BEFORE INSTALLATION, GENERAL REQUIREMENTS: � ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2001 FBG, CHAPTER 17, PROVIDE 51-OPED BEARING SHOES A5 REQUIRED, ROOF JOISTS SHALL BE DESIGNED FOR A MINIMUM NET UPLIFT U T• 3 LOAD OF 15 PSF DUE TO WIND UNLESS NOTED OTHERWISE ON THE PLANS. ALL INSPECTIONS AS REQUIRED BY SECTION 1707 OF THE 2001 FLORIDA BUILDING CODE ARE REQUIRED, INSPECTIONS 7 O ate. SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS, ALL "K" SERIES J015TS SHALL BE FIELD WELDED TO SUPPORTS WITH 1 1/4" OF I/B" FILLET EACH SIDE MINIMUM. CONCRETE CONNECTION E'S. EXIST. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ADDITIONAL LOADING WHICH INCLUDES SNOW DRIFTING, MECHANICAL 4 ELECTRICAL EQUIPMENT ETC. SHALL BE HIGH STRENGTH BOLT (A325 U.N,O.) INCLUDED IN THE DESIGN OF JOISTS. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR THE SKIN. 5PC. CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. MEMBER VARIATIONS OR ADDITIONAL MEMBERS MAY BE PROVIDED TO CARRY THE MECHANICAL/ELECTRICAL LOADS WITH WELDED HEADED STUD IF APPROVED BY ARCHITECT AND ENGINEER FIRST. WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK. APPRX. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. ALL DESIGN CALCULATIONS FOR "K" AND 'LH" SERIES JOISTS SHALL BE SUBMITTED TO ENGINEER FOR, REVIEW OF CONSTRUCTION DESIGN INTENT PRIOR TO FABRICATION. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL I.F. DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. STATE OF FLORIDA CIVIL ENGINEERING SEAL FROM THE MANUFACTURER SHALL BE ON ALL CALCULATIONS AND ON CENTER DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR W.P. AT LEAST ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED TRUSS BRIDGING 15 NOT SHOWN ON STRUCTURAL DRAWINGS AND SHALL BE PER MANUFACTURER SPECIFICATIONS UPON. BUT SHALL NOT BE LE55 THAN THE FOLLOWING: "LH" J015TS SHALL HAVE 11/4"xl 1/4"x1/8" BRIDGING ANGLE AT ARCHITECTURAL MAXIMUM OF II FT. O.C. REQUIREMENTS OF THE SPECIAL INSPECTOR: FFE THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A FLORIDA LICENSED CIVIL ENGINEER. ALL BRIDGING ANGLES SHALL BE BOLTED (NOT WELDED) TO J015TS AND END CONNECTIONS U51NG 3/8" DIA, BOLTS INTERIOR UNLE55 ALTERNATE APPROVAL 15 GIVEN FROM ARCHITECT AND ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE 55 ALL OF THE WORK REPORTED ON. Rr DECK AND WELDING: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY RGOF DECK -----------------------------------1 1/2 " DEEP 20 GAUGE X 36" WIDE, DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, ALL PrCK5 TO BE CONTINUED OVER AT LEAST THREE SPANS UNLE55 OTHERWISE SO INDICATED ON THE DRAWINGS, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. d DBL, THE FINAL REPORT SHALL BE SIGNED BY A FLORIDA LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK PROVIDE (4) 5/6" DIA. PUDDLE WELDS PER 36" WIDTH OF DECK OVER EACH SUPPORT. PROVIDE I I/2" LONG TOP WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP SEAM WELDS @ 24" O,C. PROVIDE 5/8" DIA. MARGINAL PUDDLE WELDS @ 12" O.C. PROVISIONS OF FBC. USE E60 SERIES ELECTRJDE5 FOR DECK WELDING. SPECIFIC SPECIAL INSPECTIONS REQUIRED: STGR, STIFF. ALL CONCRETE WHERE THE CONPRE551VE STRENGTH (f'c) 15 GREATER THAN 21500 Pal EXCEPT AT SLAB ON s EEL` STUDS AND JOISTS: GRADES. G�IERAL REQUIRI f1ENTS: STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SHALL GOVERN FOR ALL STEEL STUDS f J015TS PLACEMENT OF ALL BOLTS, REINFORCING, 4 EMBEDS IN CONCRETE. :SPECIFIED. DOUGLAS FIR FLG. ALL EPDXY GROUTING OF BOLTS OR REINFORCING BARS. OJ'HTH,,'GAUGE, AND 6ECTION PROPERTIES OF STEEL STUDS AND JOISTS SHALL MEET OR EXCEED THOSE OF THE LATERAL SECi'10NS SPECIFIED, ALL WELDING OF 5TEEL' EXCEPT WELDING PERFORMED IN AN APPROVED SHOP. G-60 GALVANIZED COATING PER ASTM A653 15 REQUIRED FOR ALL STEEL 5TUD5 AND JOISTS ALL HIGH STRENGTH BOLTING. NUMBER 8-18 (MINIMUM) HEX OR WAFERHEAD SELF DRILLING SCREWS OF SUFFICIENT LENGTH TO FULLY PENETRATE ANY SPECIAL GRADING, EXCAVATION AND FILLING, ALL. MEMBERS BEING ATTACHED SHALL BE USED MINIMUM. DO NOT USE BUGLE HEAD SCREWS FOR METAL TO METAL CONNECTIONS. THAT SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH SOIL INVESTIGATION REPORT. ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. THAT 501L EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ARE POSITIONED DISCLAIMER: AGAINST THE IN51DE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. THESE DOCUMENTS AND THE DF51GN ARE SPECIFIC TO THI5 PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY PROVIDE WALL BRIDGING PER NANUFACTURER'5 SPECIFICATIONS AND AS SHOWN IN DRAWINGS. WITHOUT WRITTEN APPROVAL OF ARMOUR UNSDERFER ENGINEERING, IT IS OUR INTENT THAT THI5 DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY, No OTHER WARRANTY 15 PROVIDED OR IMPLIED. J015TS SHALL BE LOCATED DIRECTLY OVER STUDS, TYPICAL. 5TRUC. NO SPLICES ARE PERMITTED IN STUDS, ALL SECTIONS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE FOLLOWING REQUIREMENTS: 6B 4 54 MIL. THICKNESS (GAGES 14 4 16) ------------------------ A5TM A-466 GRADE D, YIELD 50 KSI BOUNDARY 431 33 4 27 MIL, THICKNESS (GAGES 18, 20 4 22) --------------- ASTM A-446 GRADE A YIELD 33 KSI. DIAPHRAGM ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME THICKNESS AS THE STUDS FACE OF... OR JOISTS TO WHICH THEY ARE ATTACHED, U.N.O. LONG LEG HORIZONTAL METAL STUD DESIGNATION 15 THUS: PLATE "600" - MEMBER DEPTH IN 1/100 INCH (0) 5YMETRICAL "S" - STYLE OF MEMBER (5 = STUD/JOIST, T = TRACK, U = CHANNEL, F = FURRING CHANNEL) "162" - MEMBER FLANGE WIDTH IN 1/100 INCH (1.625" = 1-5/B") "54" - MINIMUM STEEL THICKNESS IN MILS (54 MILS. = 0,054', OLD DESIGNATION OF 16 GA.) BOTTOM OF... GENERAL ABBREVIATIONS T_ O T_ o0 rn a m C C ri F0_ br �ZFm W 2 „- 4- �- ONV) 0 M 04 LO W V W c?N00't W V) IL �I M � LLI cD ? � �M 00 w> L0< V1 LLj N QL co_� ' w M cl) J Q ` M CLR. CLEAR cv O U M Z N I z Q F_ z Li wo, O F- N0) LSI u UNLESS OTHERWISE NOTE o 04 _IV 0 (D LO ABV. Y ® U0Cit0 af > U B Q'Q AMM e O UtVN O ?, (D to .v) 0 z 4- .. Ln ii(o cD O J 200 U � QN vNtV 3 U T• 3 _j (n II-- lao 3 J Q O CLR. CLEAR cv O I- z Q F_ z Li 04 U) O SHEET LSI u UNLESS OTHERWISE NOTE o 04 OU ABV. Y ® w m C7 O Z O V) O z z Z Cf) .. LAJ >_ � w .. Ld ~ _j ADD'L ADDITIONAL COL, COLUMN EQ. EQUAL HORZ, HORIZONTAL (N) NEW MEMBER SIN. SIMILAR VFY. VERIFY 7 O ate. ADJACENT ALTERNATE (n CONCRETE CONNECTION E'S. EXIST. EACH SIDE EXISTING A.B. ANCHOR BOLT CLR. CLEAR E,N, EDGE NAIL N.F. NEM -FIR MFR, MANUFACTURER SHT. SHEET U.N.O. UNLESS OTHERWISE NOTE ABV. ABOVE CMU CONC. MASONRY UNIT ENG. ENGINEER HGR. HANGER NTL, METAL SHTG SHEATHING VERT. VERTICAL ISSUED REVISIONS DATE. ADD'L ADDITIONAL COL, COLUMN EQ. EQUAL HORZ, HORIZONTAL (N) NEW MEMBER SIN. SIMILAR VFY. VERIFY ADJ. ALT. ADJACENT ALTERNATE CONC, CONN. CONCRETE CONNECTION E'S. EXIST. EACH SIDE EXISTING HSB HIGH STRENGTH BOLT (A325 U.N,O.) N.S, N.T.S. NEAR SIDE NOT TO SCALE SKIN. 5PC. 5KEW(ED) SPACING W/ WH5 WITH WELDED HEADED STUD PERMIT ISSUE 1 23 06 APPRX. APPROXIMATE CONST. CONSTRUCTION EXT. EXTERIOR I.F. INSIDE FACE O.C. ON CENTER 50, SQUARE W.P. WORK POINT ARCH. ARCHITECTURAL CONT, CONTINUOUS FFE FINISHED FLOOR ELEV INT. INTERIOR O.F. OUTSIDE FACE 55 SELECT STRUCTURAL WS WESTERN SERIES @ AT CT5K. COUNTERSINK FAB. FABRICATION JST. J015T D,H, OVERHANG STD, STANDARD HTS WELDED THREADED STUD B. B.F. BOTTOM BRACED FRAME d DBL, PENNY (NAILS) DOUBLE FND. FIN, FOUNDATION FINISHED) JT. K JOINT KIPS (1000 POUNDS) OPN'G ORNT, OPENING ORIENTATE(ION) STGR, STIFF. STAGGER STIFFENER WWF X-5TG WELDED WIRE FABRIC EXTRA STRONG BEL. BELOW D.F. DOUGLAS FIR FLG. FLANGE LAT. LATERAL PAR, PARALLEL STIR. STIRRUP XX-5TG DOUBLE EXTRA STRONG BLDG. BUILDING 0, DIA. DIAMETER FLR. FLOOR LDGR. LEDGER P/C PRECAST CONCRETE 5TL. STEEL B.N. BOUNDARY NAIL DIAG. DIAGONAL F.N. FACE NAIL L.F. LINEAL FEET PERP. PERPENDICULAR 5TRUC. STRUCTURE(AL) BNDRY. BOUNDARY DIAPH. DIAPHRAGM F.O. FACE OF... LLH LONG LEG HORIZONTAL L PLATE SYN. 5YMETRICAL B.O. BOTTOM OF... do DITTO (DO OVER) FRM'G FRAMING LLV LONG LEG VERTICAL PLYWD. PLYWOOD T. TOP PERMIT ISSUE JANUARY 23, 2.006 BRDG. BRG, B/W BRIDGE(ING) BEARING BETWEEN D DWG. DWL. DEPTH DRAWING DOWEL F.S. FTG, GA. FAR 51DE FOOTING GAGE L.5, LSL LT. WT. LAG SCREW TIMBER STRAND BEAN LIGHT WEIGHT PSL P.T. P/T PARALLAM BEAM PRESSURE TREAT(ED) POST TENSIONED T4G THIRD. TJ TONGUE AND GROOVE THREAD(ED) TRUSS JOIST MACMILLAN GENERAL NOTES CAM. CAMBER(ED) (E) EXISTING MEMBER GALV. GALVANIZED LVL MICROLLAM BEAM QTY. QUANTITY TMPRY, TEMPORARY CANT. CANTILEVERED) EA. EACH GB GRADE BEAM MAS. MASONRY REF, REFERENCE T.N. TOE NAIL C.G, CENTER OF GRAVITY E.F. EACH FACE GLB GLUE -LAMINATED BEAM MAT'L MATERIAL REINF. REINFORCEMENT T.O. TOP OF... C.I.P. CAST IN PLACE E.J, EXPANSION JOINT GRD. GRADE M.B. MACHINE BOLT (A307) REQ'D REQUIRED TRANS. TRANSVERSE C.J. CONTROL JOINT ENBD. ENBED(ONENT) GWB GYPSUM WALL BOARD M.D, MID -DEPTH R.O. ROUGH OPENING TYP. TYPICAL CL CENTERLINE EL. ELEVATION HDR. HEADER MRF MOMENT RESISTING FRAME 5CHD, SCHEDULE CBC CALIFORNIA BUILDING CODE COPYRIGHT © 2005 CALLISON ARCHITECTURE, INC, S-001 F E I 2 SLAB ON GRADE PER PLAN SLAB THICKNESS PLASTIC 'ZIP STRIP' OR 5AWCUT PER PLAN - 41. 'An 4' .T '• •♦ • �. .. . �. VAPOR BARRIOR-/ 4' GRAVEL (OR PER PLAN) UNDISTURBED SOIL, OR OTHER, AS PER SOILS REPORT RECOMMENDATION YPICAL SLAB JOINT, HEADER SCHEDULE OPN'G WIDTH HEADER UP TO S'-0" (2) 6005162-43 UP TO 14'-0" (2) 8005162-43 SCALE: N.T.S. /- BEAM PER PLAN 6 s—oo2 �P' MINIMUM EMBEDMENT ANCHOR BOLTS IN VERT, SURFACE ANCHOR BOLTS IN HORIZ. SURFACE 1/2" 5" CORNER REIN F 5/8" (2) KING STUDS @ 8'-0" WIDE OR LE5� KING STUDS @ OPEP UP TO 14'-0" ` HEADER V 6 SEC A -A 5-002 PER ARCH. 14'-0' MAX. _ 60OT200-54 �~ 6" 8" III HORIZONTAL REINF, 9" 11/8" q. )PENING5 (3) INGS 4 5 NOTE: MATCH HORIZ, BAR SIZE AND SPACING FOR CORNER BARS AT 'T' WALL INTERSECTIONS, ALTERNATE AT 'T' WALL INTERSECTIONS, ALTERNATE DIRECTION OF CORNER BAR BENDS, DIRECTION OF CORNER BAR BENDS. SEE -NOTE 2� SEE NOTE 2 b' 'q. CONCRETE CORNER REIN . HORIZONTAL REINF. SINGLE LAYER DOUBLE LAYER NOTES: 1) REBAR LENGTH SHALL BE AT LEAST 30 DIAMETERS EXCEPT A5 STATED IN NOTE 2. 2) MIN DISTANCE IF WALL 15 RETAINING SOIL 15 T-61; OTHERWISE MIN DISTANCE 15 1'-6" __' 6 7 ADEQUATE THREAD EXTEN51ON FOR ATTACHMENT OF ALL MATERIALS STD, HEX NUT BOLT DIA. MINIMUM EMBEDMENT ANCHOR BOLTS IN VERT, SURFACE ANCHOR BOLTS IN HORIZ. SURFACE 1/2" 5" CORNER REIN F 5/8" 5" ` 3/4" V . 7/8" 6" 8" III HORIZONTAL REINF, 9" 11/8" q. CONCRETE CORNER REIN . HORIZONTAL REINF. SINGLE LAYER DOUBLE LAYER NOTES: 1) REBAR LENGTH SHALL BE AT LEAST 30 DIAMETERS EXCEPT A5 STATED IN NOTE 2. 2) MIN DISTANCE IF WALL 15 RETAINING SOIL 15 T-61; OTHERWISE MIN DISTANCE 15 1'-6" __' 6 7 ADEQUATE THREAD EXTEN51ON FOR ATTACHMENT OF ALL MATERIALS STD, HEX NUT BOLT DIA. MINIMUM EMBEDMENT ANCHOR BOLTS IN VERT, SURFACE ANCHOR BOLTS IN HORIZ. SURFACE 1/2" 5" 7" 5/8" 5" 7" 3/4" 5" 7" 7/8" 6" 8" III 7" 9" 11/8" 8" 10° 2 ATYPICAL CORNER BAR DETAILS 3 TYPICAL ANCH s-aoz i unie.. N.T.S. s-ooz KING STUDS PER 5/5-002 #10 E.5, TO CONT. 43 MIL.xl.25" FLANGE TRACK TO EACH STUD'S MATCH STUD WIDTH W/ # 10 SCREWS @ 8" O.C. 1 0 1 #10 SCREWS CONTINUOUS JOIST PER 5/5-002 @ 12" O.C. E.S. CONTINUOUS 54 MIL X 2" FLAN TRACK TO MATCH STUD WIDTE 2" 54 MIL, x 2 x 0'-3" LONG CLIP WTIH (3) # 10 SCREWS TO BOX BEAM AND KING STUD, SECTION A -A TYP. TOP AND BOTTOM A l l j 54 MIL. TRACK @BARING SECTION B -B IIII WITH #10 SCREWS TO STUD E.S. 1141 IIII 1 I I 1 1/2•-12 B B 1 1/2-12 IIII (1) JAMB STUD, TYP. 5 TYPICAL STEEL STUDS OPENING 6 HEADER TO KING STUD 5-002 SCALE: N.T.S. 5-002 SCALE: NTS Ix (+) PL 1/4" X 3" X 3" WITH (2) #10 SCREWS 600TI50-54 TOP AND BOTTOM TRACK 20 .216 5`0 STD PIPE COL, 248 6005137-43 NTL. STUDS I I I #10 SCREWS @ 6" D.C. ALONG PANEL #7 ANGLE PER PLAN @ 24" O.C. BETWEEN i 0 00N EDGES 4 12" O.C. IN FIELD COPE AS REQ'D I I 5UPPORT5 (NOT SHOWN) cn to CL OF POLE 4 CONCRETE POLE AND BASE PLATE qk W SHEATHING PER ARCH l 0 l DOUBLE 600513743 STUD BLOCKING, ac ATTACH TO STUDS WITH (2) SIMPSON a PL 1/4" X 3" X 3" WITH i m I— i BUILT UP ROOFING PER ARCN'L. ® L30 CLIPS ON EACH END. (2) #10 SCREWS i d E (o C Co COPE A5 REQ'D_/ NTL. DECK PER PLAN ®®� 1/4' BASE PL I/2xl2xi'-0" 1/2"ll, PUDDLE WELD @ 6" O.C. i OPEN WEB J015T PER PLAN t� Q 4 n c ®N N o ' i (4) '8' SIZE BARS Z V)PAVEMENTI� 1/4" ALUMINUM AWNING CONNECTION TO STUDS PER MANUFACTURER V 1/4 I' ��. ANCHOR BOLTS l I 0 1 v I HEADER $ STUDS PER DETAILS 0 (_ __ LOAD) (HIND OVERTURNING 5 112 PER MANUFACTURER 4 o �'" 3/16 \ 3/16 (2) L6" X 6" X 5/16" PER PLAN A L 6x6x3/8x1'-8" BASE PL I/2xl 0-0" T114 LONG (2) L 6x6 ROOF JOIST OR PER PLAN SECTION A -A BEAM PER PLAN OR BOLT D 1 1/2" HIGH GALV, B -TYPE DECK ATTACHMENT AT PERP. PECK SUPPORTS ROOF ASSEMBLY PER ARCH. -----------._� ----- SIDE LAP CONN, 36" WIDE DECK SHEETS MINIMUM DECK SECTION PROPERTIES GA. Ix (+) sx (+) sc (-) 20 .216 •235 248 NOTE: I- DECK 5HEETS SHALL BE CONTINUOUS OVER 3 OR MORE SPANS WHERE POSSIBLE, 2- SEE PLAN AND NOTES FOR METAL DECK ATTACHMENTS REQUIREMENTS. -TYPICAL ROOF DECK SCALE: N.T.S,5-002 SCALE: 3/4"44' 0 o® Q m 7 m IQs 0-00 V .� Ld T �,,,, -i-• 0�N() Q a' N LO O W U Iw^^ 0A — in w � 00 )_j 0 ,00 z V YJ 5 E X Lum Z N W w 00wj na �Iz (n C4 �WWJ:i b. w �m �_Wi I. k J4c 1 LM i J i iwr OVER BL.KG. AS SHOWN 7�TYPICAL MALL BLOCKING/BRACING 5-002 / SCALE: N.T.S. TYP NOTE: OPENING LOCATION PER ARCHITECT 3 SIDES TYP. rlO'N�SCREEN WALL SUPPORT DETAIL II TYPICAL ROOF DECK OPENING DETAIL s -an scams: va'.v-o° s -cot scnLe. vas=p-o•• 8 TYP ANGLE CONNECTIONS AT ROOF 4 211 4 HEIGHT DEPTH DIA 6'_0" 21_0" 35' 6'-6" 2'-0" B #6 #6 U � N ° < 0 W O O #7 ANGLE PER PLAN FOR ANGLES UP TO 5/16" THK I/4" 0 00N COPE AS REQ'D z az F- cn to CL OF POLE 4 CONCRETE POLE AND BASE PLATE qk W IT I' MAX GROUT SPACE i; I` " ` PER MANUFACTURER i �.� _.._ N m I— #10 SCREWS ® ANGLE PER PLAN METAL DECK PER PLAN d d E (o C Co COPE A5 REQ'D_/ > ®®� 1/4' FOR ANGLES UP Z i OPEN WEB J015T PER PLAN t� Q 4 n c ®N N o ' i (4) '8' SIZE BARS Z V)PAVEMENTI� 1/4" TO 5/16' THK V w O � (D co ��. ANCHOR BOLTS W 0 .0 PER MANUFACTURER 4 BEAM PER PLAN �'" cn *LZ „co co 0 --� T o ® o C-4 ANGLE CONNECTION TO BEAM ANGLE CONNECTION TO JOIST v 3 4 �_Wi I. k J4c 1 LM i J i iwr OVER BL.KG. AS SHOWN 7�TYPICAL MALL BLOCKING/BRACING 5-002 / SCALE: N.T.S. TYP NOTE: OPENING LOCATION PER ARCHITECT 3 SIDES TYP. rlO'N�SCREEN WALL SUPPORT DETAIL II TYPICAL ROOF DECK OPENING DETAIL s -an scams: va'.v-o° s -cot scnLe. vas=p-o•• 8 TYP ANGLE CONNECTIONS AT ROOF 4 211 4 HEIGHT DEPTH DIA 6'_0" 21_0" 35' 6'-6" 2'-0" B #6 #6 ° < 0 v 40' T-0" 2'-0" - #7 N 5-002 SCALE: 1"=1'-0' �- z az F- —J � cn to CL OF POLE 4 CONCRETE POLE AND BASE PLATE � Oto W N I' MAX GROUT SPACE i; I` " ` PER MANUFACTURER i �.� _.._ O Z Q U m I— Y ® m 211 CLR ®®� Z z ii CONCRETE jt5L ' i (4) '8' SIZE BARS Z V)PAVEMENTI� W !_ V w ��. ANCHOR BOLTS W 0 BY OTHERS PER MANUFACTURER 4 �'" CL 0 QQ 4 •4 4 ° 4 a4' 4 , as ° ISSUED REVISIONS DATE ° PERMIT ISSUE 1/23/06 #3XL]TIES@12"O,C. 74. FOOTING DIMENSION TABLE 4 ' 4 NOTES: 4' .' SEE GENERAL NOTES FOR WIND 4 a AND 501L INFORMATION, PERMIT ISSUE DIA JANUARY 23, 2006 I2 TYPICAL. LIGHT POLE FOOTING TYPICAL DETAILS 5-002 SCALE: 3/4"4-011 COPYRIGHT � 2005 CALLISON ARCHITECTURE, INC. oo� I �° . 4 4 211 4 HEIGHT DEPTH DIA 6'_0" 21_0" 35' 6'-6" 2'-0" B #6 #6 ° ° v 40' T-0" 2'-0" - #7 4 ' 4 NOTES: 4' .' SEE GENERAL NOTES FOR WIND 4 a AND 501L INFORMATION, PERMIT ISSUE DIA JANUARY 23, 2006 I2 TYPICAL. LIGHT POLE FOOTING TYPICAL DETAILS 5-002 SCALE: 3/4"4-011 COPYRIGHT � 2005 CALLISON ARCHITECTURE, INC. oo� I f9 E I C M. A ' LO co n v 1 2 3 4 5 6 6 3/4" 26'-5 1/4" 10-2 3/4" 161-•9 1/4" 6'-8 7/8" I I I STUDS TO BE 12" O.C. FOR 10'-0° ' CL OF CANOPY FRAMIN EDGE OF CANOPY I I EDGE OF CANOPY -\ PER SHEET 5-113 I AWNING CON ECTION CL OF CANOPY FRAMING PER DET 9/5-00 (TYP) PER 5HEET 5-113 I I SEE SHEET 5113 FOR 9 CHEVRON BRACE I I CANOPY FRAMING GIRDER TO COLUMN 5-401 12 2 \IN THIS BAY 2 CONNECTION, TYP 5-401 5-401 I BEAM TO COLUMN 15-201 2 I CONNECTION - TYP 5-201 -..' `-' ._._ ._ __ .�..- WI2 X 14 AT MAIN ROOF - W12 X 14 AT MAIN ROOF o CANOPY BEAM BELOW PER 5113 CANOPY BEAM BELOW PER SI13 = H12 X 14 co o m m X x O J uQ I x w _" 1 1/2" X 20 GA METAL DECKING PER 4/5-002 20K4 20K6 16K3 Lu m I 10 SCREEN WALL FOR SUPPORT ANGLES AND 5002 CHEVRON BRACE ( a MECH UNITS ABOVE POST PER DETAIL, TYP IN THIS BAY! 10 I of 0 �r'F S-401 JOIST TO GIRD, 20K4 \ \ 20K6 CONNECTION - TY 16K3 BEp CONN x p?i _N � Q 20K4 I I 20K6 ...... �ry - . - . I I RTU -1 842# MAX --�IXI IXI 101 20K6 0 10 SUPPORT ANGLES AND 5-002 P05T PER DETAIL, TYP \ 720K6 II X I I I I RTU -4 I 842# MAX II 20K6 00 I W II ROOF FRAMING PLAN. Pax NORTH SCALE: Q a 7 3 14'-6 3/4" � 3'-2 1/2" �I I I STUDS TO BE @ 12° O.C. FOR 10'-0" I SINGLE BRACE IN THIS BAY I I I I X 14 I o 0 oG O V I o cv I Qv I � �I I Q 0- x cn N JOIST TO COLUMN II CONNECTION - TYP 5-4u1 16K3 I / os� TS 6" X 4" X 5/16" BELOW ROOF AS WIND GIRT 16K3 X SEE DET 8/5-002 FOR j I 2 5-401 I I � ( 8 5-401 WIND GIRT CONNECTION I S-201 I I J 7 AT TOP I CONNECTION TO JOISTS (TYP) S -q01 OF POST 12 L6''X4°X5/16" 4 9 \ 5-402 04, 5-401 I 5-402 u 16K3 I GIRT, TYP Q d � N L6"X4"X5/16" I 10 I II zw 5-402 5-402 cn 19 AT TOP OF POST q o 8 S��KI1�/G PAs n X 9" 24 5/ " 6" X 4 X 5/I(" L 6" X 4" X X16° � OPPOSITE � t - D m o 00 J W D�� Z -v v 0 s ••z� L.Lj O •— U� G N a?Noo� w zzA�QUI M �W� �* co := Z N w w 00>L0Q LLIN Lu -i M m 20K4 I 1 20K6 �o �' yt\lt ®� :lN rn va r In RTU -3 �I 5I 842# MAX ¢a (nIoM !� `n J015T TO GIRDER I ® co (0 U) Z U -1 20Kq CONNECTION - TYP 0 20K6 00 o �NN N � ( 9 o I 5-401 GIRDER TO COLUMN QN v 3 Q WI2 X 14 CONNECTION, TYP LE ^ - _ u - - WI2 X 14 - �. I _ - 3 6- �n I I 2 2 5-201 5 I I /AHNING ' 5-201 5-401 CHEVRON BRACE STUDS TO BE @ 12° O.C. FOR 10'-0" IN THIS BAY CONNECTION PER DET 9/5-002 (TYP) II ROOF FRAMING PLAN. Pax NORTH SCALE: Q a 7 3 14'-6 3/4" � 3'-2 1/2" �I I I STUDS TO BE @ 12° O.C. FOR 10'-0" I SINGLE BRACE IN THIS BAY I I I I X 14 I o 0 oG O V I o cv I Qv I � �I I Q 0- x cn N JOIST TO COLUMN II CONNECTION - TYP 5-4u1 16K3 I / os� TS 6" X 4" X 5/16" BELOW ROOF AS WIND GIRT 16K3 X SEE DET 8/5-002 FOR j I 2 5-401 I I � ( 8 5-401 WIND GIRT CONNECTION I S-201 I I J 7 AT TOP I CONNECTION TO JOISTS (TYP) S -q01 OF POST 12 L6''X4°X5/16" 4 9 \ 5-402 04, 5-401 I 5-402 u 16K3 I GIRT, TYP Q d � N L6"X4"X5/16" I 10 I II zw 5-402 5-402 cn 19 AT TOP OF POST q o 8 S��KI1�/G PAs n X 9" 24 5/ " 6" X 4 X 5/I(" L 6" X 4" X X16° � OPPOSITE � t - D m o 00 J W D�� Z -v v 0 s ••z� L.Lj O •— U� G N a?Noo� w zzA�QUI M �W� �* co := Z N w w 00>L0Q LLIN Lu -i M m z .S� app ®� :lN rn va F--. m ®co Ln Uvc >_c U ¢a (nIoM !� t� ® co (0 U) Z O•= 00 o �NN QN v 3 U_tU)t--u 3 LL' 5-4021'l6p WI2 X 26 / J N 160 ROOF HATES, Q O Q 6 I. SEE 5-001 FOR ALL GENERAL NOTES AND ABBREVIATIONS. D LL- LIJ TS 6" X 4" X 1/4" I 5-441 2. 5EE 5 -III FOR FOUNDATION PLAN. Z F' --J civ G" EIXN� INS 1 4 3. SEE 5-113 FOR CANOPY FOUNDATION AND FRAMING PLANS Q Z LL_ o I k5-9402' ABOVE ROOF ° ��" X " X 5/16" FOR WIND GIRT 4. SEE 5-002 FOR ALL TYPICAL DETAILS. ®� Lv [V 5. SEE 5-201 FOR ALL FRAME ELEVATIONS AND SECTIONS. 0 U ®L4 X 4 X 1/4 6. SEE 5-301 FOR ALL FOUNDATION DETAILS. Q Q!BEAM TO GIRDER o " " " � w 16K3 7. SEE 5-4## FOR ALL FRAMING DETAILS. 0 0 O ai I OPEN WEB J015T N0TE5: Z O O® Z z 5 --- I ( LOADING; _�...._---____ Lam! �' 4 5-402 DEAD LOAD -15 PSF U os a -S-402 L 6" X 4" X 5/16° I LIVE LOAD ------------- 20 20 P5F (MAY BE REDUCED) J Q - UPLIFT ---- 16 PSF (NET) z SEE DET 8/5-002 FOR 3 I ADDITIONAL LOAD5------- 500 LHS LOCATED AT ANY �— o " CONNECTION TO JOIST (TYP) o S� 16K3 LOCATION ALONG JOIST SPAN. JOIST MANUFACTURER SHALL DESIGN FOR THE LOADINGS T5 6" X 4" X 1/4" T5 6" X 4" X 1/4" SHOWN ON THE PLAN., I ABOVE ROOF ABOVE ROOF AND -TOWER WALL ABOVE ROOF TS 6" X 4" X 1/2" CRITERIA: BELOW ROOF LIVE LOAD DEFLECTION -------- L / 360 MAX 12 JOIST TD COLUMN TOTAL LOAD DEFLECTION ------- L / 240 MAX 1)ISSUED REVISIONS DATE BEAM TO COL 5401 5401 CONNECTION - TYP NOTE: CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF 16K3 JOIST CAMBER WITH ADJACENT STRUCTURAL ELEMENTS PERMIT ISSUE 1 23/06 _ I WI2 X IQ BEAM AND WIND INCLUDING LEDGERS, BEAMS, ETC_ -- --- ---- - --- - � GIRT CONNECTION SEE DET 12/5-401 FOR BEAM TO COL 7 OPPOSITE SEE ADDITIONAL JOIST REQUIREMENTS ON 5-001. 5-402 WI2 X 14 �1 I S -q01 I I 6 5-402 AT TOP 5-` - TS 6" X 4" X I/4" -- - OF POST ABOVE ROOF AND PERMIT ISSUE JANUARY 23, 2006 SIMILAR II 5 TS 6" X 4" X 1/2" 9 ROOF FRAMING PLAN STUDS IN THIS AREA 5-402 ��N� TO BE @ 12" O.C. S -q02 BELOW ROOF S q02 AT POT05T SIMILAR @GIRT, TYP STUDS TO HE @ 12" O.C. FOR 10'-0" OPPOSITE DENOTES ELEVATION VIEW is—ii/ COPYRIGHT © 2005 CALLISUN ARCI-IITECTURE, INC. F E C a A 6 3/4" I 2 I I I I C4 SCHEDULE ON 5-II1 I I TYP a r I _ 3 36' -a" 4 I I C4 SCHEDULE ON 5 -III CONC CUR13 BY OTHERS I 4•-�" (6 5::-301 1'-0" 3'-0" I CONC CURB BY OTHERS-"\ I REF, 5 -III 4 ]5-112FOR PLAN NES. NOTE: I BUILDING FOUNDATION PER 5 -III I I C2 C2 C3 I FM --J �L. — — — — — - I 0 I I I CANOPY FOUNDATION PLAN PLAN NORTH SCALE: 114'1=11-011 E B 6 7 p, 1 Ef -r I II 2 II 5-201 -4035-201 FACE OF CANOPY W12 X 26 EQUAL I EQUAL I EQUAL ._ Q Ico 22K6 � 6 I I 1 "C5411X41'XI/4" TS 4" X 4" X 1/4" I y @ PARAPETLu �.—.—._...._.._..-------i.—..._.._....—.—• - X 40 .—,—.—.—i—.—.—..—.—.—.—..._._._._..—.— A H16 ------ ,T5 - X a" X I/2" ABOVE— 5-403 OPPOSITE 'w I 22KG 1 1 1/2" X 20 GA i METAL DECKING FACE OF CANOPY v i I PER DET 4/5-002 I FACE OF CANOPY X X 22K6 REF. 5 -III f 5-112 I 5 LIDr ; 5-403 I 5-403 EEL NOTES. I 5-403 i I I I 22KG I� IQy ole :IE �I �I X1� xl� a EXTEND TOP CHORD 4Iu EXTEND TOP CHORD A5 REQUIRED I r,l� 5-403 wl� I AS REQUIRED 22K6 I I I 4 I I q i 5-403 I I 5-201 5-201 ( ( WIa X 35 (CANOPY I \—N12 X 14 (CANOPY BEAM AT ROOF PER FRAMING BEAM) BEAM II II FRAMING BEAM) BEAM 5NT 5-112 BEAM AT ROOF PER AT ROOF NOT SHOWN 5-201 5-201 AT ROOF NOT SHOWN SHT 5-112ANGLE PER SIM SINi ANGLE PER SHEET 5-112 , SHEET 5-112 CANOPY ROOF FRAMING PLAN PLAN NORTH SCALE: 141=11-011 NOTE: ALL DIMEN51ONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. COPYRIGHT © 2005 CALLISON ARCHITECTURE, INC W :,,,, 3• `' Z cV Lj W i %iii: QWt��D„�j�i *t W m U CV Z WO OO ' g ham- C� t0a �—�0'(0NE c® U �ci1 0 e as �toM O .o - i,. eco ce m .J O„ C,4 C,4 U -t v- F- LL. 3 J 0� Q O N o p L.L. LL, o DQzLL. o >O0U N W ® .. Q U — 5C ® W ~ 0 Li- m 2 Z O V) Z LLI W V U) ..� Q L a V) ISSUED REVISIONS DATE PERMIT ISSUE 1/23/06 PERMIT ISSUE JANUARY 23, 2006 CANOPY FRAMING AND FOUNDATION -S-113 FI EI DI C 6 A 3EAM WHERE T OCCURS 'ER PLAN TOP OF BEAM SIM, @ CORNER OPP, 7 5-201 TOP OF i PER PLAN BEAM WHERE BEAM WHERE IT OCCURS IT OCCURS ."-T-' I \ BRACED FRAME ELEVATIO 5-201 TYf w PL 1/2 WITH I BEAM WHERE IT OCCURS PER PLAN n. Elul CL / WINDOW OR DOOR WHERE I \ s IT OCCURS fp PER ARCH \may i CORNER7 , , _ . i -i 7 OPP. 5-201 / 5-201) TOP OF \ d 4 •4 Q 4' A" 4 •4 „ C r N 2 )CHEVRON BRACED FRAME ELEVAtION SCALE: 1/4"=1'-0" 5-201 SCALE: 1/4"= 1'-0" /4' FULL RI )EPTH STIFF. I/4 W.P. 3EAM PER PLAN, I/41/4 3LOPED AS BEAM PER PLAN 7CCURS BM, PER PLAN WHERE IT OCCURS 11 L w BRACE PER ELEVATION KERF AT CL BRACE TO BEAM 5 CONNECTION AT CHEVRON BRACING 5-201 SCALE: 3/4"-1'-0'1 RI PER ARCH, _ NOTE:IDI BEAM PER PLAN BALANCE OF INFO, NOT I I i SEE 12/5-401 FOR SHOWN PER 4/5-403 I I CONN TO COL I I I I Zf 1/4 I I COLUMN 1/4 I I PER PLAN CONTINUOUS GALV 1 L6" X 4" X 5/16" 4" I _ ANGLE PER PLAN 3/16 ANGLE TO PLATE i BEAM PER PLAN3/8' SHEAR PL WITH 11/2 (4) 3/40 A325 -SC BOLTS. 1/2" MAX I/2" ('-q DRIVE THRU BEAD TO COLUMN OF JOIST R PLAN 5-201 5CALE: 3/411=1'4 PL 1/2" - ALIGN GRI WITH CL OF COLUMN 1" MAX CL OF COLUMNS AND BEAMS COLUMN PER PLAN BRACE PER ELEV. \\ i I BLOCK OUT THIS SECTION 8 q 10 DIMENSIONS AND PLATE THICKNESSES ARE SIMILAR TO VIEW BELOW, �, _ • I II • KFRF AT CL OF GRADE BEAM A5 REQ D. 1 I/2" 1 1/2" V 0-b" MIN. _ II • I I AFTER COLUMN INSTALLATION, TYP EA SIDE 1/4 \\ \ I I RELEVEL AREA WITH CONCRETE 8 I/4 3 1 BASE PLATE Q CORNER I/4 I I CONN, PER 12/5-401 5-201 I/4 I/4 NI I o 1/2" GU55ET PL I/4 _ 3 1 /2" CLR. m I I I I/4 1 1/2" 1" MIN 3" 1 1/2" COLUMN PER PLAN I/4 - 1/4 TYP EA SIDE COLUNa ALL W.P. NOTE: ANCHOR BOLTS NOT 7vp COLUM S, 'TYP SHOWN FOR CLARITY, SEEBRAC)PER ELEVATIONDETAIL 8/5-201KERF AT CL 3" CLR, MIN 3" CLR, MIN ALL AROUNDALLAROUND PL I" W/ (4) TBASE PLATE 3/4'Nq" A.B. BRACED FRAME BACED FRAME BRACED FRAME G') CONNECTION AT COLUMN('--7�CO'NNECTION AT FOUNDATION 8 COLUMN BASE PLATE S-201 SCALE: 3/4"=1'-0" 5-201 SCALE: 3/411-1'-0" 5-201 NOTE: SEE DETAIL 2/5� 403 GR1 BEAM PER PLAN AND 5/ 5-403 FOR SEE 12/5-401 ADDITIONAL INFO NOT L BEAM CONN TOCOL FOR CALLED OUT, TYPICAL 101 '1 I II I • I �� I 3/8" PLATE Lj COLUMN I PER PLAN JOIST PER PLAN 114 / PER ARCH i I I SEAM PER PLAN in cn ... m04 m I 1� 0 m - m p M I p p BEAM PER PLAN _N `.'' I i 1/4 3/8" SHEAR PL WITH 3/8" SHEAR PL WITH I 1 1/4 (4) 3/40 A325 -SC BOLTS. (4) 3/0 A325 -SC BOLTS, ALIGN W/ 3/8" PLATE 1 1/2" ON FAR SIDE FOR ANGLE 1/2" /4 SEE 4/5-403 FOR 1 1/2" 1/2" MAX ANGLE PER PLAN -/I/4 ANGLE TO J015T "I 0 BEAM TO BEAM AT DRIVE THRU 11 ANGLE TO BEAM AT DRIVE THRU 5-201 SCALE: 3/4"44 5-201 SCALE: 3/4'14-0' BLOCK OUT NOT SHOWN SEE DETAIL 7/5-201 DETAILS SCALE: 3/4"4-0" O 00 arc o � m � a :c z v® to _ m 03NN O N w u) WVO xo�(n 00 PER PLAN PER PLAN � \� W _ro_P.of 1 I \ BRACED FRAME ELEVATIO 5-201 TYf w PL 1/2 WITH I BEAM WHERE IT OCCURS PER PLAN n. Elul CL / WINDOW OR DOOR WHERE I \ s IT OCCURS fp PER ARCH \may i CORNER7 , , _ . i -i 7 OPP. 5-201 / 5-201) TOP OF \ d 4 •4 Q 4' A" 4 •4 „ C r N 2 )CHEVRON BRACED FRAME ELEVAtION SCALE: 1/4"=1'-0" 5-201 SCALE: 1/4"= 1'-0" /4' FULL RI )EPTH STIFF. I/4 W.P. 3EAM PER PLAN, I/41/4 3LOPED AS BEAM PER PLAN 7CCURS BM, PER PLAN WHERE IT OCCURS 11 L w BRACE PER ELEVATION KERF AT CL BRACE TO BEAM 5 CONNECTION AT CHEVRON BRACING 5-201 SCALE: 3/4"-1'-0'1 RI PER ARCH, _ NOTE:IDI BEAM PER PLAN BALANCE OF INFO, NOT I I i SEE 12/5-401 FOR SHOWN PER 4/5-403 I I CONN TO COL I I I I Zf 1/4 I I COLUMN 1/4 I I PER PLAN CONTINUOUS GALV 1 L6" X 4" X 5/16" 4" I _ ANGLE PER PLAN 3/16 ANGLE TO PLATE i BEAM PER PLAN3/8' SHEAR PL WITH 11/2 (4) 3/40 A325 -SC BOLTS. 1/2" MAX I/2" ('-q DRIVE THRU BEAD TO COLUMN OF JOIST R PLAN 5-201 5CALE: 3/411=1'4 PL 1/2" - ALIGN GRI WITH CL OF COLUMN 1" MAX CL OF COLUMNS AND BEAMS COLUMN PER PLAN BRACE PER ELEV. \\ i I BLOCK OUT THIS SECTION 8 q 10 DIMENSIONS AND PLATE THICKNESSES ARE SIMILAR TO VIEW BELOW, �, _ • I II • KFRF AT CL OF GRADE BEAM A5 REQ D. 1 I/2" 1 1/2" V 0-b" MIN. _ II • I I AFTER COLUMN INSTALLATION, TYP EA SIDE 1/4 \\ \ I I RELEVEL AREA WITH CONCRETE 8 I/4 3 1 BASE PLATE Q CORNER I/4 I I CONN, PER 12/5-401 5-201 I/4 I/4 NI I o 1/2" GU55ET PL I/4 _ 3 1 /2" CLR. m I I I I/4 1 1/2" 1" MIN 3" 1 1/2" COLUMN PER PLAN I/4 - 1/4 TYP EA SIDE COLUNa ALL W.P. NOTE: ANCHOR BOLTS NOT 7vp COLUM S, 'TYP SHOWN FOR CLARITY, SEEBRAC)PER ELEVATIONDETAIL 8/5-201KERF AT CL 3" CLR, MIN 3" CLR, MIN ALL AROUNDALLAROUND PL I" W/ (4) TBASE PLATE 3/4'Nq" A.B. BRACED FRAME BACED FRAME BRACED FRAME G') CONNECTION AT COLUMN('--7�CO'NNECTION AT FOUNDATION 8 COLUMN BASE PLATE S-201 SCALE: 3/4"=1'-0" 5-201 SCALE: 3/411-1'-0" 5-201 NOTE: SEE DETAIL 2/5� 403 GR1 BEAM PER PLAN AND 5/ 5-403 FOR SEE 12/5-401 ADDITIONAL INFO NOT L BEAM CONN TOCOL FOR CALLED OUT, TYPICAL 101 '1 I II I • I �� I 3/8" PLATE Lj COLUMN I PER PLAN JOIST PER PLAN 114 / PER ARCH i I I SEAM PER PLAN in cn ... m04 m I 1� 0 m - m p M I p p BEAM PER PLAN _N `.'' I i 1/4 3/8" SHEAR PL WITH 3/8" SHEAR PL WITH I 1 1/4 (4) 3/40 A325 -SC BOLTS. (4) 3/0 A325 -SC BOLTS, ALIGN W/ 3/8" PLATE 1 1/2" ON FAR SIDE FOR ANGLE 1/2" /4 SEE 4/5-403 FOR 1 1/2" 1/2" MAX ANGLE PER PLAN -/I/4 ANGLE TO J015T "I 0 BEAM TO BEAM AT DRIVE THRU 11 ANGLE TO BEAM AT DRIVE THRU 5-201 SCALE: 3/4"44 5-201 SCALE: 3/4'14-0' BLOCK OUT NOT SHOWN SEE DETAIL 7/5-201 DETAILS SCALE: 3/4"4-0" O 00 arc o � m � a :c z v® to _ m 03NN O N w u) WVO xo�(n 00 FI c 6 I CL OF COLUMNS AND BEAMS 6005162-43 @ 16" O,C,—\ 1/20 ANCHOR BOLTS @ 48" O.C. WITH #5 CONTINUOUS IN HOOK.—\ 600TI50-43 TRACK. ATTACH TO EA STUD WITH (2) #10 SCREWS —\ SLAB ON GRADE PER PLAN \ REINFORCEMENT PER PLAN, NOOK INTO FOOTING—\ T,O, 5LAB PER PLAN F.O, CONC. PER SRC I --WALL SHEATHING PER ARCH I I I O I MASONRY VENEER PER ARCH PER ARCH Ir - Q' PER ARCH #5 CONTINUOUS d #4 @ 16° O.C. AT ANCHOR BOLT 4 RIZ " 2 44' \X THIS FACE _; L 4 (2) #4 CONTINUOUS AT BOTTOM 3" CLR m PER PLAN I TYPICAL FOUNDATION WALL SECTION S-•301 SCALE: 3/4`4-01 SEE DETAIL 1/5-301 FOR INFORMATION NOT SHOWN CL OF COLUMNS GRI AND BEAMS I PER PLAN STOREFRONT PER ARCH, SLAB ON GRADE PER PLAN I 51DEWALK OR FINISHED GRADE PER ARCH F 0� SLAB �. d •d. .d d q d .: d• I Xx o .• ° d' • ' d Q 2CL I L� 1 �4 4 4 ° PER PLAN 5 FOUNDATION WALL AT STORFRONT 5--301 SCALE: 3/4'14_011 PER PLAN v I �¢ PER ARCH #3 CONTINUOUS #3 HAIRPINS @ 12" O,C, r PER ARCH DETAIL A CURB AT TYPICAL EXT GRADE BEAM SEE DET 1/5-'301 FOR ADDITIONAL INFO q TYPICAL CU 5-301 PER PLAN II t 1 l 1 1 PER ARCH I I I A V �M � •� LO to Ld i 2 YM 3 A 5 6 7 8 q IU CL OF COLUMNS AND BEAMS 6005162-43 @ 16" O,C,—\ 1/20 ANCHOR BOLTS @ 48" O.C. WITH #5 CONTINUOUS IN HOOK.—\ 600TI50-43 TRACK. ATTACH TO EA STUD WITH (2) #10 SCREWS —\ SLAB ON GRADE PER PLAN \ REINFORCEMENT PER PLAN, NOOK INTO FOOTING—\ T,O, 5LAB PER PLAN F.O, CONC. PER SRC I --WALL SHEATHING PER ARCH I I I O I MASONRY VENEER PER ARCH PER ARCH Ir - Q' PER ARCH #5 CONTINUOUS d #4 @ 16° O.C. AT ANCHOR BOLT 4 RIZ " 2 44' \X THIS FACE _; L 4 (2) #4 CONTINUOUS AT BOTTOM 3" CLR m PER PLAN I TYPICAL FOUNDATION WALL SECTION S-•301 SCALE: 3/4`4-01 SEE DETAIL 1/5-301 FOR INFORMATION NOT SHOWN CL OF COLUMNS GRI AND BEAMS I PER PLAN STOREFRONT PER ARCH, SLAB ON GRADE PER PLAN I 51DEWALK OR FINISHED GRADE PER ARCH F 0� SLAB �. d •d. .d d q d .: d• I Xx o .• ° d' • ' d Q 2CL I L� 1 �4 4 4 ° PER PLAN 5 FOUNDATION WALL AT STORFRONT 5--301 SCALE: 3/4'14_011 PER PLAN v I �¢ PER ARCH #3 CONTINUOUS #3 HAIRPINS @ 12" O,C, r PER ARCH DETAIL A CURB AT TYPICAL EXT GRADE BEAM SEE DET 1/5-'301 FOR ADDITIONAL INFO q TYPICAL CU 5-301 PER PLAN II t 1 l 1 1 PER ARCH I I I A V �M � •� LO to Ld #3 CONTINUOUS YM Z V! W N aW IM m #3 HAIRPINS 11 @ 12" O.C. . d II Z I W ® O , Z)�'�rn S ® U tOJ EE :3 N '!r'-- LD E Q ° a B Qa AMM a4 ; Q -�::w ;n (n iz (® cA p JToo 0 JOo NN 3 U V) ta.3 0 PER PLAN ®. o L,_ DETAIL B 6 CURB AT SECTION WITHOUT VENEER SEE DET 3/5-301 FOR ADDITIONAL INFO RB DETAILS SCALE: 3/4`4-011 GRI COLUMN PER PLAN PER PLAN SEE DETAIL 1/5-301 FORGRI A INFORMATION NOT SHOWN CL COLUMNS 3" CLEAR TYP SEE DETAIL 1/5-301 FOR AND BEAMS PER PLAN I FACE OF CONCRETE ALL AROUND I I INFORMATION NOT SHOWN 1 1 1/2" NON -SHRINK GROUT BLOCK-OUT THIS AREA AND FILL WITH I I VENEER PER ARCH METAL STUDS AND BOTTOMCONCRETE AFTER COLUMN I5INSTALLEDO�,//--BRICK C III TRACK PER ARCHITECT s I I I PAF @ 12" O.C. I I I O SLAB ON GRADE 5-301 PER PLAN�� I I I SLAB ON GRADE PER PLAN III Ol SLAB 3 1/2'11 /2 I - L jl T.0, SLAB ILA ]I (3) #4 X ��' AT COL / �� \ �\Lim 3" CLR 4_ , #5 CONTINUOUS o •• \\ °I\\\a 18" \\ . • ° 4. ° AT ANCHOR BOLT L` Q 4:' #5 CONTINUOUS d D.C. t° AT ANCHOR BOLT T/Y\f"\ m PER PLAN �' #4 @ 16" O.C. HORIZ TNI5 FACE \//,\// ,�/5`qv REINFORCEMENT PER PLAN REINFORCEMENT FROM FOUNDATION PER PLAN WALL TO EXTEND CONTINUOUSLY TNRU FOOTING, - 2 EXTERIOR COL. AND FOOTING DETAIL. (_'_3 SECTION AT EXTENDED WALLS S- 301 SCALE: 3/411=1'--011 5-301 SCALE: 3/4'1=11_011 I" BASE PL WITH (4) COLUMN PER PLAN 3" TYP. 3/4"0 ANCHOR BOLTS R1 GRI CL I I/2" TYP. 4005162-43 STUDS @ 16" O.C. o o 1/4 FLANGE TO L—400T125-43 WITH 1/20 ANCHOR CL OF COLUMNS PER PLAN �F,O, CONC. I/4 PL, TYP. BOLTS @ 24" O.C, ATTACH TO SEE DETAIL 1/5-301 FOR AND BEAMS PER 77_ARCS o II I I I EACH STUD WITH M SCREWS INFORMATION NOT SHOWN A II A ON EA SIDE. 1/2" TYP 1/2" TYP I I I I I I I CONCRETE CURB PER ARCH I I I WEB TO PL 3��6 I I/2° NON I I -1 LI ° I I PAVING PER CIVIL I I I WALL BEYOND PER PLAN 4". SHRINK GROUT 11, f I SECTION A -•A �' '� �' ► I PLATE DETAIL . d I� • II • ; 4 `4 I I 1 a • a• 1 SLAB ON GRADE PER PLAN N 11 II. 4 I I I SIDEWALK BY OTHERS SAB I I I 'I ° d A• 4 °� 4#4@12" O.C. VERTICAL (4) #5 CONTINUOUS o cfl AT EACH FACE \/ ' d I I • i{ AT BOTTOM #4 @ 12" O.C. HORIZONTAL I' I I I ° #5 @ 12" D.C. AT EACH FACE .4 4 4•.d Ll c L ° 4• •d ° Ii. • a 2 ' 411 4 12" MIN EMBED /\ d �j v 4 ON ANCHOR BOLT ° PER PLAN PER PLAN COLUMN `'7 FOUNDATION WALL AT DOOPHAYFOUNDAAION A� CANOPY 5301 SCALE: 3/411-1'_011 rnnTIA V• m= nl AAI 1711 I III I II �I ► I �� 2 A 11EE I I- I I__-. -' 1►=1 11=1 I I -I I h NO DIGGING FOR PIPE -1 1= TRENCH PARALLEL TO FOOTING BELOW THI5 LINE PIPE SLEEVE: LD, OF SLEEVE SHALL BE 2" (MIN,) LARGER THAN O.D. OF PIPE NOTE: 1. SEE NOTES ON FOUNDATION PLAN FOR ADDITIONAL, 2, PIPE � CONDUIT MUST RUN PERP, TNRU WALL, 3. VERTICAL AND HORIZONTAL CLEAR SPACE BETWEEN ADJACENT PIPE SLEEVES SHALL NOT BE LE55 THAN THE DIAMETER OF THE LARGER SLEEVE. 0 TYP_ FOOTING AT PIPE OR CONDUIT- 5-301 SCALE: NTS SCALE: 3/4"=1'011 NO PIPES TO BE PLACED WITHIN THIS HEIGHT 5-301 RI SEE DETAIL 2/5-301 FOR INFORMATION NOT SHOWN PER PLAN 8 T, I 5-301 3" CLEAR TYP BLOCK OUT THIS SECTION ALL AROUND I OF FOUNDATION AS REQ'D. 1 1/2" NON -SHRINK GROUTtJ AFTER COLUMN INSTALLATION, INFILL AREA WITH CONCRETE SIDEWALK OR FINISHED SLAB ON GRADE PER PLAN GRADE PERARCH 3 I/2" . X\x\\x, .4 # 4 X AT CO ° . d •a ' 3" CLR (3) a \ d P•d A . ' 41 d d PER PLAN \//•`' x / rn REINFORCEMENT PER PLAN FOUNDATION AT TUBE STEEL COLUMN. 5-301 SCALE: 3/4'=1'-011 COLUMN PER PLAN COLUMN BASE TO BE RECESSED CL PER FOOTING DETAILS, BLOCK-OUT I PL I" WITH (4) 3/4110 NOT SHOWN IN THIS DETAIL X q ANCHOR BOLTS NOTE: FOR COLUMNS WITH ^r BRACED FRAMES REFER TO 01=TAIL 8/5-20► 3" 1[ 1/2' TYP I I/4 1 1/2" TYP TYPICAL BASE PLATE PL I" WITH (4) 3/4"0 CL X 9" ANCHOR BOLTS I N 1/4 U I � a V COLUMN PER PLAN TYPICAL BASE PLATE AT CORNER a TYP COLUMN BASE PLATE DETAIL 5-301 SCALE: 3/4'4-011 onPVRln_I-1T ll 7nnr, PAI I ICnN1 ADO INC. oo <m c tD— 4- > - � c m m was Z In 0 v O �Z m W = +. 0 V) a a N Lo Z N W U) 'IT .<. w rn Q V �M � •� LO to Ld YM Z V! W N aW IM m U Z I W ® O , Z)�'�rn S ® U tOJ EE :3 N '!r'-- LD E .A U it B Qa AMM Q -�::w ;n (n iz (® cA p JToo 0 JOo NN 3 U V) ta.3 0 J cy_ Q O ®. o L,_ w 6 QZ� Lo O Lj N (A U OUh— F- Y O w m (.)a LL Z z o V) < Ld > F- V V J • • LLI � Q LL.I _j O ® a ISSUED REVISIONS DATE PERMIT ISSUE 1 Z23 06 PERMIT ISSUE JANUARY 23, 2006 DETAILS S X01 F 119 ju C 6 NOTE: FOR INFORMATION NOT SHOWN REFER TO DET 1/5-401 T.O. FRA ER ARC BEAM PER PLANI L 2 1/2" X 2 1/2" X 1/4" AT STUD AND (2) P.A.F @ EVERY J015T II I .5T 1 I EACH J015T. COPE AS REQ'D STUD PER ARCH, ATTACH TO J015T WITH (2) #8 SCREWS PER ARCH 68 MIL Cl 3 SIDES 18 TALL PARAPET WALL STUD WITI I/8STUD i l___ EDGE OF ROOF PERP. TO JOISTS(__2 PERPENDICULAR TO JOISTS 5-401 SCALE: 3/411=1'-�0' 5-401 SCALE: 3/4"=1'-0' CONTINUOUS BEN" LONG LEG DOWN NOTE: FOR INFORMATION NOT RI NOTE: FOR INFORMATION NOT RI 600T125-43 CONTIr SHOWN REFER TO DET 1/5-401 SHOWN REFER TO DET 5/5-401 TRACK WITH #8 51 PER ARCHOF STUD, ATTACH PER ARCH WITH (2) #8 SCRE 1 I (3) #8 SCREWS @ T.O. FRAMING _ I T.O, FRAMING _ CONNECTION TYP. U PER ARC I I I P'ER ARCH 10 I II 1101 II STUD PER DETAIL I/5-301 I/8 TYP, p STUD PER DETAIL I/5-301 a I In 1 BEAM PER PLAN a I I I BEAM PER PLAN SCAFCO SLIDE PL, ATTACH TO BENT II 1 METAL DECK PER PLANCL I I I I METAL DECK PER PLAN PLATE WITH (3) P,A.F. @ EACH STUD I I l I I l O l I II l iI II� SCAFCO SLIDE PL, ATTACH TO BENT FPL 1/4° I I ( I/8 PLATE WITH (3) P.A.F. @ EACH STUD I 1 I I V 611 I I ROOF J015T I I I I ROOF JOIST_�l I I 1 PER PLAN-� I I 0 I I I PER PLAN I I 111 L 2 1/2" X 2 1/2" X 1/4" @ 611 8' PL v4" -0" O.C. COPE A5 REQ'D TS 6x4x1/8 @ 48" O.C. 43 MIL COMPENSATION TRACK. 3 SIDES 15E 18 EA SIDE OF EA I/8 1/8 TALL PARAPET STUD AND (2)SP.A.F @ EVERY TS ('�5EDGE of ROOF PARALLEL TO JOISTS (__G WALL PARALLEL TO JOISTS 5-401 SCALE: 3/4"=1'-0' 5-401 SCALE: 3/4"=1'4 I/4 rA 1/4" CAP PL-\ B--- ~ — L8" X 8" X 1/2`1 X 0'-q" LG. II A I FIELD BOLT AS I I ER II II UIFDURERMANAGT (3) 1/4" STIFFENER I PLATES COLUMN PER I PLAN --'' I I 3/16 SECTION A -A STIFFNEER DETAIL lu"\-PL 3/4" X 6" X 0-611 \-)O NOT REMOVE THIS DO NOT WELD TO BOTTOM SECTION OF GIRDER TRUSS CHORD OF GIRDER TRUSS A TYP GIRDER TO TS COLUMN CONN 5-401 SCALE: 3/4"4-011 MET, JOIST P! 7 8 q 10 1 1/2" 1/2" CAP 1 1/2" 6" O,C, BEAM PER PLAN 3/8" STIFFENER PL n BEAM PER PLAN O 1/4 ®1 1/4 771 11/211 MIN JOIST PER PLAN _ 1 3/8" PL WITH (2) 3/40 ANGLE PER PLAN. FOR PL TO BEAM 1/4 I 1 A325 -SC BOLTS CONNECTION TO BEAM I/4 I PL 3/8" X 4" X 6 1/211 �c AND J015T REFER TO DET 8/5-002 ALIGN ANGLE EACH SIDE 3/16 I TS COL PER PLAN TO M155 STIFF PL OF KERF PL 3/16 1 SCK, WIND GIRT PER PLAN )F ('_4� BEAM AND WIND GIRT CONNECTION 5-401 SCALE: 3/4"44 ml 7 CANOPY @ VESTIBULE ENTRY 5-401 NQ E: BALANCE OF INFORMATION NOT SHOWN FOR CLARITY CL I 1/4 1 1/4" CAP PL - 5/16 I I 5/16 I I 'ER PLAN EXTEND BOTTOM CHORD OF JOIST TO PLATE, DO NOT REMOVE II `L211 X 21' X 1/411 ON EA SIDE OF GIRDER TRUSS PER PLAN GIRDER TRU55 AND A5 RECOMMENDED BY GIRDER MANUFACTURER 10 TYP JOIST -TO JOIST GIRDER CONN. 5-401 SCALE: 3/4"=1'-0" COLUMN PER PLAN SCALE: N.T.S. 1/8 2" WELD JOIST TO SUPPORT 1/8 2" ANGLE AFTER ERECTION (2) 1/24 BOLTS @ EACH JOIST PER MFG /- METAL DECK PER PLAN \-- L 4" X 4" X 3/8" X 0-6" PL 1/2" X 6" X 04" WITH 13/160 HOLE DO NOT WELD TO BOTTOM CHORD OF JOIST 3/16 3/16 TYP' I I \ JOIST 70 -COLUMN CONNECTION 5-401 SCALE: 3/4°=1'-0' COLUMN PER PLAN WIND GIRT PER PLAN-, ' 1_4" X 411 X 3/8" X 0'-411 " S� WIND GIRT CONNECTION. 5-401 SCALE: 1"=1'-0' BOLT QUANTITY TABLE BEAM SIZE BOLT QUAN 2 3 4 5 W14 3 2 W18 NOTE: FOR INFORMATION NOT 4 W21 5 4 N p W In :34-NtN RI ® �C GALY L3" X 3" X I/4" CONT SHOWN REFER TO DET I/5-401 i-- RI Q DNN O - ?: to to to I.o� "Mr. O (/) j c0 (,o.O -1O=NN 3 <L N v CL05URE ANGLE U ,d'tE-- LL. 3 PER ARCH PER ARCH TYP. ANGLE I/8 TO JOISTS T.O. FRAMING _ 1 T.O. FRAMING PER ARCH _ _ PER ARCH %; I L2 1/2" X 2 1/2" X 1/4" 600TI25-43 CONTINUOUS TOP -' I ( ( BLOCKING BETWEEN JOISTS TRACK. ATTACH WITH #8 SCREWS ON EACH SIDE OF 1 O I fYP. BLOCKING o 1 TYP, BENT PL EACH STUD, I I I 1 3/16 2"-12" TO BEAM, 1/6 211 TO JOISTS STUD PER DETAIL 1/5-301 m STUD PER DETAIL 1/5-301 BEAM PER PLAN TYP, BENT 1 �T I I I/8 1/8 n 21, TYP. JOIST TO BEAM. 2 � FINISH PER ARCH I nl METAL DECK PER PLAN a TO JOI5T5 I/8 2 I I I I METAL DECK PER PLAN 1 1 0 1 o I AFCO SLIDE PL. ATTACH TO BENT � P TE WITH (3) P.A.F. @ EACH 5TUD 1 1 SCAFCO SLIDE PL. ATTACH TO BENT PLATE WITH (3) P.A.F. @ EACH STUD PL 11411 i 1 PL I/4" I II 611 I I I I ROOF J015T PER PLAN I ROOF JOIST PER PLAN 43 MIL COMPENSATION TR ACK._l 1 1 0 1 I I EXTEND TOP CHORD AS REQ D 0 1 USE #8 SCREWS EA 51DE OF EA OVER BEAM 6 NOTE: FOR INFORMATION NOT SHOWN REFER TO DET 1/5-401 T.O. FRA ER ARC BEAM PER PLANI L 2 1/2" X 2 1/2" X 1/4" AT STUD AND (2) P.A.F @ EVERY J015T II I .5T 1 I EACH J015T. COPE AS REQ'D STUD PER ARCH, ATTACH TO J015T WITH (2) #8 SCREWS PER ARCH 68 MIL Cl 3 SIDES 18 TALL PARAPET WALL STUD WITI I/8STUD i l___ EDGE OF ROOF PERP. TO JOISTS(__2 PERPENDICULAR TO JOISTS 5-401 SCALE: 3/411=1'-�0' 5-401 SCALE: 3/4"=1'-0' CONTINUOUS BEN" LONG LEG DOWN NOTE: FOR INFORMATION NOT RI NOTE: FOR INFORMATION NOT RI 600T125-43 CONTIr SHOWN REFER TO DET 1/5-401 SHOWN REFER TO DET 5/5-401 TRACK WITH #8 51 PER ARCHOF STUD, ATTACH PER ARCH WITH (2) #8 SCRE 1 I (3) #8 SCREWS @ T.O. FRAMING _ I T.O, FRAMING _ CONNECTION TYP. U PER ARC I I I P'ER ARCH 10 I II 1101 II STUD PER DETAIL I/5-301 I/8 TYP, p STUD PER DETAIL I/5-301 a I In 1 BEAM PER PLAN a I I I BEAM PER PLAN SCAFCO SLIDE PL, ATTACH TO BENT II 1 METAL DECK PER PLANCL I I I I METAL DECK PER PLAN PLATE WITH (3) P,A.F. @ EACH STUD I I l I I l O l I II l iI II� SCAFCO SLIDE PL, ATTACH TO BENT FPL 1/4° I I ( I/8 PLATE WITH (3) P.A.F. @ EACH STUD I 1 I I V 611 I I ROOF J015T I I I I ROOF JOIST_�l I I 1 PER PLAN-� I I 0 I I I PER PLAN I I 111 L 2 1/2" X 2 1/2" X 1/4" @ 611 8' PL v4" -0" O.C. COPE A5 REQ'D TS 6x4x1/8 @ 48" O.C. 43 MIL COMPENSATION TRACK. 3 SIDES 15E 18 EA SIDE OF EA I/8 1/8 TALL PARAPET STUD AND (2)SP.A.F @ EVERY TS ('�5EDGE of ROOF PARALLEL TO JOISTS (__G WALL PARALLEL TO JOISTS 5-401 SCALE: 3/4"=1'-0' 5-401 SCALE: 3/4"=1'4 I/4 rA 1/4" CAP PL-\ B--- ~ — L8" X 8" X 1/2`1 X 0'-q" LG. II A I FIELD BOLT AS I I ER II II UIFDURERMANAGT (3) 1/4" STIFFENER I PLATES COLUMN PER I PLAN --'' I I 3/16 SECTION A -A STIFFNEER DETAIL lu"\-PL 3/4" X 6" X 0-611 \-)O NOT REMOVE THIS DO NOT WELD TO BOTTOM SECTION OF GIRDER TRUSS CHORD OF GIRDER TRUSS A TYP GIRDER TO TS COLUMN CONN 5-401 SCALE: 3/4"4-011 MET, JOIST P! 7 8 q 10 1 1/2" 1/2" CAP 1 1/2" 6" O,C, BEAM PER PLAN 3/8" STIFFENER PL n BEAM PER PLAN O 1/4 ®1 1/4 771 11/211 MIN JOIST PER PLAN _ 1 3/8" PL WITH (2) 3/40 ANGLE PER PLAN. FOR PL TO BEAM 1/4 I 1 A325 -SC BOLTS CONNECTION TO BEAM I/4 I PL 3/8" X 4" X 6 1/211 �c AND J015T REFER TO DET 8/5-002 ALIGN ANGLE EACH SIDE 3/16 I TS COL PER PLAN TO M155 STIFF PL OF KERF PL 3/16 1 SCK, WIND GIRT PER PLAN )F ('_4� BEAM AND WIND GIRT CONNECTION 5-401 SCALE: 3/4"44 ml 7 CANOPY @ VESTIBULE ENTRY 5-401 NQ E: BALANCE OF INFORMATION NOT SHOWN FOR CLARITY CL I 1/4 1 1/4" CAP PL - 5/16 I I 5/16 I I 'ER PLAN EXTEND BOTTOM CHORD OF JOIST TO PLATE, DO NOT REMOVE II `L211 X 21' X 1/411 ON EA SIDE OF GIRDER TRUSS PER PLAN GIRDER TRU55 AND A5 RECOMMENDED BY GIRDER MANUFACTURER 10 TYP JOIST -TO JOIST GIRDER CONN. 5-401 SCALE: 3/4"=1'-0" COLUMN PER PLAN SCALE: N.T.S. 1/8 2" WELD JOIST TO SUPPORT 1/8 2" ANGLE AFTER ERECTION (2) 1/24 BOLTS @ EACH JOIST PER MFG /- METAL DECK PER PLAN \-- L 4" X 4" X 3/8" X 0-6" PL 1/2" X 6" X 04" WITH 13/160 HOLE DO NOT WELD TO BOTTOM CHORD OF JOIST 3/16 3/16 TYP' I I \ JOIST 70 -COLUMN CONNECTION 5-401 SCALE: 3/4°=1'-0' COLUMN PER PLAN WIND GIRT PER PLAN-, ' 1_4" X 411 X 3/8" X 0'-411 " S� WIND GIRT CONNECTION. 5-401 SCALE: 1"=1'-0' BOLT QUANTITY TABLE BEAM SIZE BOLT QUAN 'N' SPACES W12 3 2 W14 3 2 W18 5 4 W21 5 4 V_ O T_ oo J � Q m 7F O Dm� 0-u 0 IBJ = .� 0��0 a NU) LL-zW - (n a' W rn 0M z Z3jR�� cD =) ? C,4 w W OcD:E zNLj Na � Lu _j Q �w M m J Q 0 � � U � Z N Z Q bi 0Q It 00 �®V)w 04 ® U t98 N p W In :34-NtN o ® �C ow •�d 0 i-- QB Q DNN O - ?: to to to I.o� "Mr. O (/) j c0 (,o.O -1O=NN 3 <L N v U ,d'tE-- LL. 3 J Q 0 � � Ir Z Q Lu �-- _j Z N �®V)w ,� U N Vl ®� ® �C .. m i-- Q "Mr. GRI 0 ® z z �Z > (/n c� 1/4 1/4 N 1/4 AS REQUIRED 1/4" CAP PL BY JOISTS BEAM PER PLAN - ISSUED REVISIONS DATE I PERMIT ISSUE 1/23106 1 " I I/2Ir 'N' SPACES AT 3" O,C. BEAM PER PLAN 1 1/211 — I 1/2' GAP j 3/611 SHEAR PL WITH 3/40 A325 -SC BOLTS. SEE TABLE FOR QUANTITY. COLUMN PER PLAN PERMIT ISSUE TCL OF COLUMN JANUARY 23, 2006 12 TYPICAL BEAM TO TS COLUMN CONN. DETAILS 5-401 SCALE: 3/4"44 S-401COPYRIGHT © 2005 CALLISON ARCHITECTURE, INC. FI EI DI c B I 2 3 4 AS REQ'D 68 MIL CLIP, ATTACH AT EACH BOLT QUAN 'N' SPACES 4111 3 2 STUD WITH (3) #10 SCREWS TO PER 2 W18 STUD AND (2) P.A.F. TO BEAM ARCH. I BEAM PER PLAN T.O, FRAMING PER ARCO U � N 600T125-43 CONT. TOP TRACK woo TYP. W/ #8 SCREW E.S. STUD I I 43 MIL COMPENSATION :3 N 4-1 E TRACK WITH #8 SCREWS EA t r ': s <g rnMV) r- 0 0 ONN SIDE OF EA STUD I I I I I 1 (2) P.A.F. TO BEAM @ 16" O.C. STUD PER DETAIL I/5-301 N 3 U b 3/16 2-12 6005131-43 @ 16" O.C. PL TO BEAM FLANGE 3/16 2-12 i I I I I JOIST PER PLAN. REFER TO I 10 SIM) ET IFOR OIFOR l'� I/4" I i I I CONNECTION INFO 6F6"PL I II I cV V) 68 MIL CLIP. ATTACH AT EACH STUD .. OUf®��O WITH (3) #10 SCREWS TO STUD I— Q m :2 AND (3) P.A.F. TO PL I I I ZO (2) #10 SCREW TO EA. JOIST. I I I I I I III I 43 MIL COMPENSATION TRACK, USE _ Ld M 7_ 118 SCREWS EA SIDE OF EA STUD I I I I I AND (2) P,A.F. @ 12" O.C. (3) #6 SCREWS @I I O I III 4005137-33 @ 16" O.C, EA. CONN, TYP. 1 I I 1/23/06 U.N.O. I I II SIMPSON L50 PERMIT ISSUE JANUARY 23, 2006 i s 4 C 2 CL — 1 (2) P.A,F. TO BEAM AND (2) #10 SCREWS TO STUDS 4005162-43 FRAMING @ I WIND GIRT PER FLAN 16" O.C. TYP. CONT. 54 MIL. x - 2" GLAZING PER MFR. W/ PL TYP. (3) LOCATIONS 3/4 DEFLECTION W/ #8 SCREW @ EA. I COMPENSATION STUD 4'-0" MAX, NOTE: REFERENCE DETAIL 1/5-401 (5/5-401 @ SIM.) FOR INFO NOT SHOWN 5 CANOPY AT TONER 5-402 SCALE: 3/4"=1'4 RI PER ARCH, T,O. WALL PER ARCH 1 BEAM PER PLAN 600TI25-43 CONTINOU5 TOP TRACK. ATTACH WITH (2) ROW5 OF P.A,F. @ 8" O.C. TO BEAM � #8 SCREWS EACH I I D SIDE OF EA. STUD 6005162-43 @ 16" D.C. I NOTE: 600T125--43 CONTINOU5 BOTTOM REFERENCE DETAIL 1/5-401 (5/5-•401 TRACK, ATTACH WITH #10 5CREW5 I 0 @ SIM.) FOR INFO NOT 5HOWN TO DECK @ 8" O.C, 4 #8 SCREWS I I I PRE55URE TREATED EACH 51DE OF EA. STUD I I BLOCKING BELOW TRACK S ANJ RI DECK PER PL ANGLE STIFFENER PER PLAN BEAM PER PLAN CENTER UNDER WALL (WHERE BEAM OCCUR UNDER WALL, ANGLE TO BE OMITTED) T.O. FRAMING _ �� -PER ARCH- i 1 v I I I 3 HALL AT BACK OF TONER I IfjI S -4o2 SCALE: 3/411=11-01 I I a- a STUD PER DETAIL I/5-301 I I I I I BEAM PER PLAN NOTE: BEAM CONNECTIONS EXTEND TOP CHORD OF I I I I I ARE IDENTICAL CRI CL JOIST AS REQUIRED I I I I I I METAL DECK PER PLAN SCAFCO SLIDE PL, ATTACH TO BENT BOLT QUANTITY TABLE u PLATE WITH (3) P,A,F, @ EACH STUD II� PL V4" I I 6" I I ROOF JOIST PER PLAN L 2 1/2" X 2 1/2" X 1/4" AT EACH 3 SIDES 1/S I I 0 I I JOIST. COPE AS REQ'D III II I I I/a I 1 I I FIN15H PER ARCH II I II I II I I O I WIND GIRT PER PLAN iI I 6 5-402 TOWER WALL SCALE: 3/4"=114 GRI STUD GR1 PER I TRACK ARCH. 1 T.O. WALL PER ARCH _ 1 I I/4 METAL PECKING BEAM PER PLAN ----,/II I PRESSURE TREATED BLOCKING BELOW TRACK 600T125-43 CONTINOUS TOP TRACK. I I SECTION A -A i I ATTACH WITH (2) ROW5 OF P.A.F. @ I 0 T.O. STEEL PER PLAN 8" O.C. TO BEAM � #8 SCREWS EACH SIDE OF EA. STUD 1/2n MAX. — — 6005162-43 @ 16" O.C, II I HIND GIRT (TS) PER PLAN I � PRESSURE TREATED I L 300/80-4" TOP It BOT. 600TI25-43 CONTINOUS BOTTOM BLOCKING BELOW TRACK III TRACK. ATTACH WITH #10 SCREWS 10 I I TO DECK @ 8° O.C, 4 #8 SCREWS 1/4 EACH 51DE OF EA. STUD I I A i TS PER PLAN DECK PER PLAN TYP ANGLE PER PLAN CENTER 1/4 UNDER WALL ANGLE PER PLAN BEAM PER PLAN SEE DETAIL 8/5002 FOR CONN, TO BEAM q TUBE 5TEEL GIRT TO TUBE STEEL COL 10 NALL AT BACK OF TONED TO BEAM. 5-q02 SCALE: 3/4114-0" 5-402 SCALE: 3/4"44' BEAM 51ZE BOLT QUAN 'N' SPACES Wl2 3 2 W14 3 2 W18 5 4 H21 5 4 1 1/2 II I, BEAM PER PLAN 1/2° CAP I - I 11 BEAM PER PLAN I [IN' SPACES AT 3" O.C. 3/8" SHEAR PL WITH 3/40 A325 -SC BOLTS. SEE TABLE FOR QUATITY. TUBE STEEL TO COL1/4 SEE DETAIL q/5-402 1/4 COLUMN PER PLAN--/ I CL OF COLUMN " 7 E3 EAM AND HIND GIRT CONNECTION . 5-402 J SCALE: 111=11-01 TYP AT ALL TABS RI - BOTH SIDES OF BEAM =v- I BOTH SIDES OF COLUMN BEAMS PER PLAN KERF AT ENDS AS REQ'D I/4" BOTH SIDES OF BEAM TYP AT ALL TA135 �1 =1 J PER ARCH /-PL 3/4" X 4 1/2" X 0'-6" (TYP) PLI/2"X6"X6" -TS COL PER PLAN SEE DET 7/5-402 FOR INFO ON CONTINUATION OF COLUMN 11 � BEAM CONN. - AT TOP OF TONER 5-402 ) SCALE: 111=11-01 RI ARCH. PER Tlv-.O. WALL PER ARCH -- HEADER @ OPNG, ' AND 6/5-002 FOR INFOF DECK PER PLAN NOTE: FOR INFORMATION NOT SHOWN SEE DETAIL 10/5-402 =NER PER PLAN :R WALL (WHERE BEAM OCCUR ANGLE TO BE OMITTED) BEAN PER PLAN -j 4'NOPENING IN WALL AT BACK OF TONER, 5_402 SCALE: 3/4"=1'4 LV A V IN 114 IN v V 1_�i. i JOIST GIRDER PER PLAN 8-'� BEAT I TO GIRDER CONN, 5-402 SCALE: 3/4"4-011 TYP AT ALL TABS I/4" I/4, BOTH 51DE5 OF BEAM I/4 BOTH SIDES OF COLUMN 1/4 1/4 PL 1/2" X 6" X 6"— BEAM PER PLAN 12 S=ao2 u Q IL RI ARCH BEAMS PER PLAN KERF AT ENDS A5 REQ'D i/4"130TH 51DES OF BEAM114"x TYP AT ALL TABS \LRPL 3/4" X 4 1/2" X 0'-6" (TYP) -PL 1/2" X 6" X 6" ..,,7-WTYP TOP � BOTTOM BEAM CONN. A7 TO �4„ BASE PL TO BEAM P OF TONER SCALE: 111=11-01 COPYRIGHT © 2005 CALLISON ARCHITECTURE, INC. i O 00 J � � m v a o O -� O z V) v O<N0 ca N� wVO 00 U-Zi--00rn "`r z 0- I M a Z � LLJ1a Q ce Lai U � N woo :3 N 4-1 E t r ': s <g rnMV) r- 0 0 ONN ®. � ca cO cn J®}NN 3 N 3 U b V) LL- 3 w Q O� cV O LL- LL04 o Q z Li OV)Lu cV V) V ® .. OUf®��O w I— Q m :2 U ®® LL. ZO Q z _ Ld M 7_ U V J • • Q w -1 W O a_ ISSUED REVISIONS DATE PERMIT ISSUE 1/23/06 PERMIT ISSUE JANUARY 23, 2006 DETAILS s 4 C ...... .... . FI EI DI C 6 A 2 3 RI L 2 X 2 x 3/16 AT EA STUD WITH L BEAM (3) #10 SCREWS TO STUD 114" NAX L 2 1/2" x 2 1/2" x 1/4" BLOCKING BETWEEN J015TS BEAM TO ANGLE 3/16 2-12 I/8 2 I/8 2 ' METAL DECK PER PLAN EACH SIDE' 3/16 EACH END ails JOIST PER PLAN, EXTEND TOP CHORD AS FQ'D — CONT, 600T125-43 TOP f BOTTOM TRACKS WITH #8 SCREWS TO EA STUD h 0 1 6005162-43 10 16" D.C. � I � I � ANGLE TO JOIST I 3/16 I � _ B.O,D, ELEV VARIES CONT. L 3" x 3" x 1/4", SPLICE @ I JOIST A5. REQ'D O(2) #10 SCREW TO EA, STUD TYP. x x x x" I EXTEND TOP CHORD AS REQ'D I I 6005162-43 @ 16" O.C. 3/16 TYP. 3/16 SEE 5/5-403 3" X 8" X 33 MIL PL ATTACH TO STUDS FOR SUPPORT M M WITH (3) #10 SCREWS (6 TOTAL). AT CENTER L 2 I/2" x 2 I/2" x I/4" @. EA. 6005162-•q3 CEILING STUD, ALIGN W/ JOIST, COPE f SKEW AS REQ'D WALL STUDS ATTACH W/ (4) #10 SCREWS rl--' SECTION @ DRIVE-THRU CANOPY - 1\5J -403 SCALE: 3/4"=I'-011 NOTE: ATTACH ALL CEILING CL of SPAN ±12" SEE 1/5-403 FOR CONN. CONNECTIONS AT ROOFJOIST AT END OF CANOPY PANEL POINT ANGLE PER PLAN, FlAl 2" ATTACH TO J015T� I 2" ROOF JOIST PER PLAN (2) PAF @ JOIST, TYP----- 4005137-43 DIAGONAL BRACE III / / (2) PAF AT EACH STUD AT EACH ROOF JOIST EA SIDE OF VERTICAL, COPE AND BEND TOP END xxx�� Ilxll x X CEILING JOIST PER DETAIL 1/5-403 4005137-43 WHERE ANGLE OCCURS PER PLAN. ATTACH (4) 410 SCREWS TO CEILING STUD TO CEILING JOIST AND ANGLE WITH (4) #10 SCREWS, COPE AND BEND TOP END AT ROOF JOIST. r5 -- CANOPY CEILING SUPPORT AT CENTER 5-403 SCALE: 3/4"=l'-011 11 1 „CL COL. 04 MAX. 5YN, ABOUT LINE L 3x3x1/4 RIGID 3/16 4B /-FRAME, TYP. TYP. 8" BRICK WALL PER 4l 5_403 I" NON -SHRINK 3/16 GROUT TYP. L,1.0.(E) SLAB CONC,1 °' " .� aP EMBED. PIPE PER ARGN, FIN. GRADE PER 10/5-40 L 3x3xl/4 PLI/2"xl 1/2"x I/8 °'.. 3/16 - - D' -q I/2" I/8 --iii-- ' fYP, ROD PL 1/4"0"0" TYP. I TO PL m EA, END OF RODROD EASE CORNER, 3/4 SECTION B -B SECTION A -A �I T•S. .T.S. q TRASH ENCLOSURE CRATE ELEV 5-403 SCALE: 1/2"= I'-011 4 5 6 7 8 q 10 CL BEAM REFERENCE DETAIL 5/5-401 FORREFERENCE DETAIL 5/5-401 FOR ' RID INFO ON THIS AREA ER ARCH, _?Rl. INFOON THIS AREA PNOTE: I•-8 MAX �, PERARCN.. �.—.—• •—�—.—,—�—.—�--.-� __REFERENCE DET I/5-403 �FOR INFO NOT SHOWN I II l o c; I D 1 I I METAL DECK o I I I I I 3/16 METAL DECK m I I I PER PLAN m I I I I 3/16 PER PLAN I I I I I I ANGLE TO ANGLE I O 1 I BEAM PER PLAN I I I BEAM /PLINROOF JOIST 3/16 I I I ROOF J015T Q 5-403 I I PER PLAN I I I PER PLAN I ANGLE TO BEAM 3/16 FRAMING PER 1/5-403 I I I 3/160 i 3/16 I 1 (2) #10 SCREWS TO EA. I I J — ! ( GALV L2 1/2" X 2 1/2" X 1/4" (CONT.) ( I O I r a 600TI25 q3 CONTINOUS BOTTOM I, J3/16 STUDTYP. I I I GALV L2 1/2 X 2 1/2 X 1/4 I IOF INFO. NOT 1 TRACK. ATTACH WITH #10 5CREW3 CONT. SEE DETAIL 3/5-403 +- -TO DECK @ 8" O.C. $ #6 SCREW5 1/8 2 ( )� R 3/5-403 B.O.D. ELEV 1/8 2"PER ARCH, EACH 51DE OF EA. STUD vI I I x I -COPE AS REQ'D L 2 1/2" x 2 1/2" x 1/4" ' @ I CONT. L3SPLICE @ L2" x 3" x 1/4" BEAM PER CANOPY FRAMING 0-0" O,C, MAX, COPE 4 I I " X 2" AS PLAN ON 5NT 5-113 _ 0 SKEW A5 REQ'D I I I D REQ' x I i I I i 3" X 8" X 33 MIL PL @ 24"30,Ctt 0 m BEAM PER CANOPY NLOWER WALL FRAMING JOIST PER PLAN TYP ." " Y I I " ATTACH TO STUDS WITH () I FRAMING PLAN ON NOT SHOWN FOR CLARITY SCREWS 6 TOTAL). BN PER PLAN �' 5NT 5-113 CEILING PER ARCH ( ) m SEE DETAIL 3/S-403 3/16 I 3" X 8" X 33 MIL PL ATTACH TO 43 MIL COMPENSATION TRACK. USE L II "I REFERENCE DETAIL 2/5-403 FOR ----PL 3/8" @ BM, — STUDS WITH (3) #10 SCREWS #8 SCREWS EA SIDE OF EA STUD I� BRACING CONNECTIONS, ALIGN `" (4) 3/4"� A325 5C BOLTS @ BM I L 2 x 2 x 3/16 AT EA STUD WITH (6 TOTAL). AND #10 SCREWS TO DECK @ 8�� O.C, I BRACING TO MISS STUD 3/8" STIFF PL CEILING JOISTS PER (2) #10 5CREW5 TO STUD 2 #10 SCREWS I I I 1/4BN TO TS DETAIL I/5-403 () 4005162-33 METAL STUD. ALIGN SLIDE PLATE CONN. SEE TYP, PL TO BEAM I/4 I I/2" 1 1/2" BEYOND SCO DET 12/5-401 TO EA. STUD TYP, TIGHT TO ADJACENT METAL STUD, DETAIL 1/5-401 SIM. 2 SECTION @ DRIVE-THRU CANOPY S ECT I ON @ CANOPY CANOPY A�1 is AN- S ,403 SCALE: 3/4`4-011 I 1-011 :5-40:3) SCALE= 3/4"=11-0" �' S-403 SCALE: 3/4"=I'-0" 3/16 "Rl BEAM AER PLAN RI � F12AM1_�NC — PER ARCH. BEAM PER PLAN '.&F, @ EA. T. 4 B. TO TS 54 MIL x `V 2" BENT PL -OCATION5 W/ #8 SCREWS STUD t8 SCREWS TYP. 162-43 @ 24" O.C. ARAPET @DRIVE-TNRU CANOPY SCALE: 3/4'4-011 I TYP. vq BRICK TOP CAP PER B I — I I/2",18 GA. MTL. (AD E� \ ------ --- DECK W/ 1/2"0 PUDDLE 1/4 T5 TO PL 2 1/2"x3 1/2"x7" 5TRUCT. WELDS @ 6" O.C. @ PERIN. 1/2"x A� MAX) ROUND a, A BAR ARCH'L) 1/2`0 ROUND BAR — — — — — I — — PL 3/4" WITH (8) (2) 43 CONT. �Q,- LO 6" CONC. SLAB 5_403 I" NON -SHRINK 3/16 GROUT TYP. L,1.0.(E) SLAB CONC,1 °' " .� aP EMBED. PIPE PER ARGN, FIN. GRADE PER 10/5-40 L 3x3xl/4 PLI/2"xl 1/2"x I/8 °'.. 3/16 - - D' -q I/2" I/8 --iii-- ' fYP, ROD PL 1/4"0"0" TYP. I TO PL m EA, END OF RODROD EASE CORNER, 3/4 SECTION B -B SECTION A -A �I T•S. .T.S. q TRASH ENCLOSURE CRATE ELEV 5-403 SCALE: 1/2"= I'-011 4 5 6 7 8 q 10 CL BEAM REFERENCE DETAIL 5/5-401 FORREFERENCE DETAIL 5/5-401 FOR ' RID INFO ON THIS AREA ER ARCH, _?Rl. INFOON THIS AREA PNOTE: I•-8 MAX �, PERARCN.. �.—.—• •—�—.—,—�—.—�--.-� __REFERENCE DET I/5-403 �FOR INFO NOT SHOWN I II l o c; I D 1 I I METAL DECK o I I I I I 3/16 METAL DECK m I I I PER PLAN m I I I I 3/16 PER PLAN I I I I I I ANGLE TO ANGLE I O 1 I BEAM PER PLAN I I I BEAM /PLINROOF JOIST 3/16 I I I ROOF J015T Q 5-403 I I PER PLAN I I I PER PLAN I ANGLE TO BEAM 3/16 FRAMING PER 1/5-403 I I I 3/160 i 3/16 I 1 (2) #10 SCREWS TO EA. I I J — ! ( GALV L2 1/2" X 2 1/2" X 1/4" (CONT.) ( I O I r a 600TI25 q3 CONTINOUS BOTTOM I, J3/16 STUDTYP. I I I GALV L2 1/2 X 2 1/2 X 1/4 I IOF INFO. NOT 1 TRACK. ATTACH WITH #10 5CREW3 CONT. SEE DETAIL 3/5-403 +- -TO DECK @ 8" O.C. $ #6 SCREW5 1/8 2 ( )� R 3/5-403 B.O.D. ELEV 1/8 2"PER ARCH, EACH 51DE OF EA. STUD vI I I x I -COPE AS REQ'D L 2 1/2" x 2 1/2" x 1/4" ' @ I CONT. L3SPLICE @ L2" x 3" x 1/4" BEAM PER CANOPY FRAMING 0-0" O,C, MAX, COPE 4 I I " X 2" AS PLAN ON 5NT 5-113 _ 0 SKEW A5 REQ'D I I I D REQ' x I i I I i 3" X 8" X 33 MIL PL @ 24"30,Ctt 0 m BEAM PER CANOPY NLOWER WALL FRAMING JOIST PER PLAN TYP ." " Y I I " ATTACH TO STUDS WITH () I FRAMING PLAN ON NOT SHOWN FOR CLARITY SCREWS 6 TOTAL). BN PER PLAN �' 5NT 5-113 CEILING PER ARCH ( ) m SEE DETAIL 3/S-403 3/16 I 3" X 8" X 33 MIL PL ATTACH TO 43 MIL COMPENSATION TRACK. USE L II "I REFERENCE DETAIL 2/5-403 FOR ----PL 3/8" @ BM, — STUDS WITH (3) #10 SCREWS #8 SCREWS EA SIDE OF EA STUD I� BRACING CONNECTIONS, ALIGN `" (4) 3/4"� A325 5C BOLTS @ BM I L 2 x 2 x 3/16 AT EA STUD WITH (6 TOTAL). AND #10 SCREWS TO DECK @ 8�� O.C, I BRACING TO MISS STUD 3/8" STIFF PL CEILING JOISTS PER (2) #10 5CREW5 TO STUD 2 #10 SCREWS I I I 1/4BN TO TS DETAIL I/5-403 () 4005162-33 METAL STUD. ALIGN SLIDE PLATE CONN. SEE TYP, PL TO BEAM I/4 I I/2" 1 1/2" BEYOND SCO DET 12/5-401 TO EA. STUD TYP, TIGHT TO ADJACENT METAL STUD, DETAIL 1/5-401 SIM. 2 SECTION @ DRIVE-THRU CANOPY S ECT I ON @ CANOPY CANOPY A�1 is AN- S ,403 SCALE: 3/4`4-011 I 1-011 :5-40:3) SCALE= 3/4"=11-0" �' S-403 SCALE: 3/4"=I'-0" 3/16 "Rl BEAM AER PLAN RI � F12AM1_�NC — PER ARCH. BEAM PER PLAN '.&F, @ EA. T. 4 B. TO TS 54 MIL x `V 2" BENT PL -OCATION5 W/ #8 SCREWS STUD t8 SCREWS TYP. 162-43 @ 24" O.C. ARAPET @DRIVE-TNRU CANOPY SCALE: 3/4"4-011 SCALE: 3/4'4-011 8' vq BRICK TOP CAP PER mzwowNQ (AD E� ARCH. ------ --- -- -- 1/4 T5 TO PL 2 1/2"x3 1/2"x7" 5TRUCT. BRICK (VERIFY PER SHIN PL AS REQ'D (1/2" MAX) ARCH'L) — — — — — I — — PL 3/4" WITH (8) (2) 43 CONT. �Q,- GROUT SPACE PL I/4" C\P TYP ~ U tAa p tm LO 3/40 A325 SC BOLTS zcE 2 3/4" 1/4'1 �A DUR-D-WALL LADUR TYPE o BEAM PER PLAN I REINF. W/ (2) 3/16" SIDE d; o4 = RODS @ 8" O.C, JCS 3 U�V)) COLUNN'PER PLAN �y L.- 3 Q O #3 L� VERT. @ 8" O.C. SEALANT PER ARCH'L. �.. Q ALT. HK, DIRECTION 6" CONC. SLAB W/ �O V) w o cV (2) #3 CONT, 43 @ 16" O.C. E.W. 0 <W (2) #4 CONT. @ TOP N.D. OF SLAB m UQ LL- z0®OQ z #4�I DWLS, = TUBE PEI` PLAN @ 16" D.C. ° ' '4 w Q Li m 8" CONC. STEM ° I FIN. GRADE. ��Q• °P a o��° 4 :. 07J a a o III—III—III—I I �_ PERMIT ISSUE D 4" COMPACTED cn , .4 4 u o GRAVEL FILL I (3) #4 CONT. 2,^6„ #3 HOW. @ 8" O.C. RASH ENCLOSURE PERMIT ISSUE JANUARY 23, 2006 DETAILS FENCE Lo SCALE: 3/4"4-011 8" BRICK WALL L 3x2x1/4x0'-4" TO MATCH HINGE LOCATION W/ 5/64 THRD. ROD EPDXY ANCHOR (6" EMBD.) 13/16"0 CL COL. 3/16 3 SIDES COL. PER ELEV, q/5-403 HINGE A55ENBLY TYP. NTL, DECK PER ELEV q/5-403 13x3x1/4 PER ELEV. q/5-403 U - � N 13/16°� L 2 1/2x2 1/2x5/16 HINGE A55ENBLY DETAIL "BUD 'ACK a SECTION - s403 CONC, STEM WALL COL. PER EL. q/5- METAL DECKING )RETREATED % BELOW TRACK COMPENSATION TRACK. TRACK TO MTL DECK SCALE: N.T.S. II \ TRASH GATE H I NGE4, PLAN / 12\ POST AT FOUN 5403 SCALE: 3/4'=I'-0' � 5-403 dL COL. 'R 10/5-403 ASE PL 1/2x4xO'-9" IN/ (2) 5/811� THRD. ROD EPDXY ANCHORS (5° EMBD,) DATION, PLAN SCALE: 3/4"=11-011 W qry �I ea vq W n mzwowNQ (AD E� ------ --- -- -- 1/4 T5 TO PL 1/411 SHIN PL AS REQ'D (1/2" MAX) (3- N — — — — — I — — PL 3/4" WITH (8) �Q,- fes-- 0� PL I/4" C\P TYP ~ U tAa p tm LO 3/40 A325 SC BOLTS zcE 2 3/4" 1/4'1 �A BEAM PER PLAN I I/4" Z .ZONNO ".,, 3t (D (01w o4 = (n i� mac® (D 0404 JCS 3 U�V)) COLUNN'PER PLAN �y L.- 3 Q O I— Z �.. Q ®1 LL. N L0 �O V) w o cV _ 0 <W I— m UQ LL- z0®OQ z I = TUBE PEI` PLAN U (40 .. w Q Li m I I 0 - 3/16 119 ISSUED REVISIONS DATE PERMIT ISSUE 1 23 06 m II I PERMIT ISSUE JANUARY 23, 2006 DETAILS jl�— 4n.� Lo �r -II BEAM PER PLAN -/,/1/4" A 1/4" PL 3/4" WITH (8) 3/40 A325 SC TNRU 1 1/2" 5 1/2" 1 1/2" BOLT DIMENSIONS BOLTS, TYP BOTH SIDES VIEW A -A TYP TOP AND BOTTOM SECTION VIEW SIDE VIEW 7 NoM ENT FRAME JOINT AT CANOF 5-403 SCALE: 111=11-0" 8" BRICK WALL L 3x2x1/4x0'-4" TO MATCH HINGE LOCATION W/ 5/64 THRD. ROD EPDXY ANCHOR (6" EMBD.) 13/16"0 CL COL. 3/16 3 SIDES COL. PER ELEV, q/5-403 HINGE A55ENBLY TYP. NTL, DECK PER ELEV q/5-403 13x3x1/4 PER ELEV. q/5-403 U - � N 13/16°� L 2 1/2x2 1/2x5/16 HINGE A55ENBLY DETAIL "BUD 'ACK a SECTION - s403 CONC, STEM WALL COL. PER EL. q/5- METAL DECKING )RETREATED % BELOW TRACK COMPENSATION TRACK. TRACK TO MTL DECK SCALE: N.T.S. II \ TRASH GATE H I NGE4, PLAN / 12\ POST AT FOUN 5403 SCALE: 3/4'=I'-0' � 5-403 dL COL. 'R 10/5-403 ASE PL 1/2x4xO'-9" IN/ (2) 5/811� THRD. ROD EPDXY ANCHORS (5° EMBD,) DATION, PLAN SCALE: 3/4"=11-011 Wt'TNlUH I U 'LUU,�) UALLISUN ARCNI I EC I URE, INC. — W qry �I ea µs W n mzwowNQ (AD E� aW W M w (3- N z �Q,- fes-- 0� ® U tAa p tm LO zcE � CdUa,o �A Qa U)V") t1r) c Z .ZONNO ".,, 3t (D (01w o4 = (n i� mac® (D 0404 JCS 3 U�V)) L.- 3 Q O I— Z �.. Q ®1 LL. N L0 �O V) w o cV _ 0 <W I— m UQ LL- z0®OQ z = W V) ' U (40 .. w Q Li ---) 0 ISSUED REVISIONS DATE PERMIT ISSUE 1 23 06 PERMIT ISSUE JANUARY 23, 2006 DETAILS jl�— 4n.� Wt'TNlUH I U 'LUU,�) UALLISUN ARCNI I EC I URE, INC. — 1 2 3 4 5 .6 7 8 9 10 CEAERAL NOTES - A. EXISTING CONDITIONS ARE BASED ON 'AS -BUIL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOL I TION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLA TION/CONSTRUCTION OF NEW WORK. C. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. D. COORDINA TE DUCT ROUTING AND HEIGHTS WI TH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. E. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD 'S TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL PING WI TH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. F. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID, NO ADDI TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE 10ESI TE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. G. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. H. THE MECHANICAL CONTRACTOR SHALL INSPECT AND RUN TEST ALL EXISTING UNI TS AT THE START OF CONSTRUCTION AND INFORM THE ENGINEER OF ANY NECESSARY REPAIRS FOR APPROVAL IN A TIMEL Y MANNER TO NOT DELAY THE BRANCH OPENING DA TE. H. V.A. C. ANTES' 1. DUCT SMOKE DETECTOR ON SUPPL Y SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR, ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 2. 12"0 EA DUCT UP THROUGH ROOF TO ROOF CAP WITH BUGSCREEN. J. PROVIDE REMOTE SENSOR A T THIS LOCA TION. COORDINA TE LOCA TION WITH WALL GRAPHICS LAYOUT, 4. PROVIDE REFRIGERANT LINES FROM COAD -1 ON ROOF TO ACU -1 IN DATA ROOM. SIZE ACCORDING TO MANUFACTURER 'S SPECIFICATIONS. 5. PROVIDE TEMPERA TURF A VERA GING SENSORS AT THESE LOCA TIONS. COORDINA TE LOCA TION WITH WALL GRAPHICS LA YOUT. 6. PROVIDE TEMPERA TORE A VERAGING SENSORS A T THESE LOCA TIONS. DUAL SENSORS SHALL BE LOCATED IN THE 24-HOUR VESTIBULE PER CONTROLS WIRING DIAGRAM. DURING UNOCCUPIED TIMES OF THE BANK, THE 24-HOUR VESTIBULE SENSOR SHALL REGULA TE TEMPERA TORE INDEPENDENTLY FROM SECONDARY SENSOR. THE 24-HOUR VESTIBULE SHALL BE CLASSIFIED AS OCCUPIED 24 HOURS PER DAY. COORDINATE LOCATION WITH WALL GRAPHICS LA POUT. 7. INSTALL 8'—C " A.F.F. Outdoor Ventilation Calculation V L Washington Mutual - SOUTH SANFORD - Sanford, Florida Z N O DATE: 1/06/2006 w Hoo� 0 U) 0 o J z� N PEOPLE FMC v FMC Os7MM,N OD v ROOM ROOM ROOM AREA COUNT OR 403.3 403.3.2 SUPPLY RETURN EXHAUST # NAME DESCRIPTION (FT2) OA RATE Z (CFM) Y (CFM) (CFM) (CFM) (CFM) 101 VESTIBULE Corridors and utilities 217.0 cfm/ft2 0.018 11 0.172 102 595 595 0 102 FINANCIAL CENTER Basement and street 2639.0 cfm/ft2 0.203 792 0.172 668 3895 3895 0 103 SECURITY ROOM Corridors and utilities 126.0 cfm/ft2 0.014 6 0.172 74 430 430 0 105 WORKROOM Office space 297.0 5 0.135 100 0.172 127 740 740 0 107 ELEC/DATA Corridors and utilities 98.0 cfm/ft2 0.000 5 0.172 0 0 0 0 108 MEN'S RESTROOM Public restrooms 66.0 1 0.000 0 0.172 9 50 0 100 109 JAN Corridors and utilities 18.0 1 0.000 1 0.172 0 0 0 75 110 WOMEN'S RESTROOM Public restrooms 67.0 1 0.000 0 0.172 9 50 0 100 111 HALLWAY Corridors and utilities 85.0 cfm/ft2 0.062 4 0.172 11 65 0 0 112 BREAK ROOM Dining rooms 165.0 4 0.216 80 0.172 63 370 0 370 113 WORKROOM Office space 83.0 2 0.195 40 0.172 35 205 205 0 3881.0 0.216 1039 1098 6400 5865 645 SET AIRFLOW = 6400 FORMULAS: Vst = 6400 = total supply flow rate,-I.e., the sum of all supply for all branches.'af the system Von = 1039 = sum of outdoor air flow rates for all branches on system Voc = 80 = outdoor air flow rate required in critical spaces Vsc = 370 = supply flow rate in critical space X = Von/Vst = 0.162 = uncorrected fraction of outdoor air in system supply Z = Voc/Vsc = 0.216 = fraction of outdoor air in critical space. The critical space is that space with the greatest required fraction of outdoor air in the supply to this space. Y = X/[1+X-Z] = 0.172 Y = Vot/Vst = 0.172 = corrected fraction of outdoor air in system supply Vot = 1098.161 = corrected total outdoor air flow rate H N.A.C. PLAN SCALE: 1/4" = V-0" 2. 4 $. ALL THERMOSTATS AND SENSORS SHALL BE TCS-BASYS PROGRAMMABLE AVERAGING THERMOSTATS. CONTRACTOR SHALL PROVIDE ADDITIONAL WIRING FROM ALL THERMOSTATS AND ROOFTOP EQUIPMENT TO FUTURE MAIN ' TEMPERATURE CONTROLLER.` PROVIDE ADDITIONAL SUB BASES AND THERMOSTATS FOR SENSOR AVERAGING, SEE CONTROLS DIAGRAM ON SHEET M-512. J �- Q o � r- F- rn 0 zcC' O > :E aero ZL �h� -C (0 z0 0 ��cn G ro� OO in ®� -j O N N � r �7 � rn E J t /� Y w m ILP 4 c� opo a°qo � c z0 o J(A o ci M� o o o � vQUmO1—U. V L a O Z N O V z w Hoo� 0 U) 0 o J z� N Q C (0 Lo V -Cn v Z > ((D( C Q;M"tQ 0 Os7MM,N OD v v� N C4 :1 U- 60 (0 OLS Jo+ c00 Q N NN m V�HIL Y0 a O U. o z w U) z� N -Cn zCl) = v� w OLS m Y0 c �o ®z z1 z0cn w�" ? B A A 15' OR LESS Aft? B AIR LOE E15'OR LESS ` FLOW TRANSFORMATION EXPANSION TURNIP -, VANE TURNING VANES -,-0 90• ELBOW 45' ELBOW SIMILAR SUPPLY OR RETURN WYE (RECTANGULAR DUCT) RETURN AIR BRANCH FITTING THREE TURNING VANES NO THROAT RADIUS TURNING VANES SHORT RADIUS �o Q� 90' ELBOW TAKE -OFF USE ONLY IN AREAS WHERE SPACE IS LIMITED DUCTWORK DETAILS NOT TO SCALE 90 FIVE SECTION ELBOW 1p 90 BRANCH TAKE -OFF AIR a LO FULL RADIUS - Q a 45 THREE SECTION ELBOW 45 BRANCH TAKE -OFF TYPICAL ROUND DUCT FITTINGS NOT TO SCALE FULL RADIUS ELBOW TAKE --OFF ROUND RIGID DUCTWORK BRANCH DUCT HANGER (TYP.) 24" MAXIMUM FLEXIBLE DUCT SUSPENDED CEILING ---- I DIFFUSER, SEE DRA WING CEILING DIFFUSER 8c ROUND DUCT CONNECTION DETAIL NOT TO SCALE AL TERNA TE TAP LOCA TION, MAX FLEX DUCT LENGTH = 24". NO TURNS GREA TER THAN (1) 90" TURN PERMITTED. SUPPLY DUCT END OF DUCT ---�` FLEX DUCT CEILING D or- (24 " MAX LENGTH) D DIFFUSER CEILING DIFFUSER 8c RECTANGULAR DUCT CONNECTION NOT TO SCALE SYM BOLS HEATING -VENTILATING - AIR CONDITIONING SYMBOL DESCRIPTION -� THERMOSTAT (S REMOTE SENSOR D-1 SUPPLY DIFFUSER CEILING RETURN OR EXHAUST GRILLE TITUS OMNI XX 3 24x24 26 D-75 SEE PLANS FOR NECK SIZE SUPPLY OR FRESH AIR DUCT SUPPLY CEILING VARIES (SA OR FA) OMNI XX 1 12x12 26 D-75 SEE PLANS FOR NECK SIZE D-3 RETURN OR EXHAUST AIR DUCT CEILING VARIES TITUS (RA OR EA ) 6 RECTANGULAR DUCT t0 FIRST FIGURE IS SIDE SHOWN SIZE 1z ROUND DUCT �ELEV VOLUME DAMPER (ELEV AND PLAN) G-2 TURNING VANES CEILING CFM SUPPLY REGISTER OR GRILLE (R OR G) 23RL X X 1 26 SIZE 3 54 CFM RETURN REGISTER OR GRILLE (R OR G) LCA048H2BE-Y [2 THRU 5] SIZE 36.6 50.2 CFM - FRESH AIR INTAKE (FA) 11.3 SIZE 0.5 -r, SQUARE CEILING DIFFUSER 3 (SUPPLY) 7 DIFFUSERS, GRILLES AND REGISTERS MARK SERVICE LOCATION CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS D-1 SUPPLY CEILING AC TILE TITUS OMNI XX 3 24x24 26 D-75 SEE PLANS FOR NECK SIZE D-2 SUPPLY CEILING VARIES TITUS OMNI XX 1 12x12 26 D-75 SEE PLANS FOR NECK SIZE D-3 SUPPLY CEILING VARIES TITUS 301RL X X 1 26 SEE PLANS FOR SIZE 0-1 RET./EXHAUST CEILING AC TILE TITUS 23RL X X 3 26 SEE PLANS FOR SIZE G-2 RET./EXHAUST CEILING VARIES TITUS 23RL X X 1 26 SEE PLANS FOR SIZE 1. TITUS IS BASE OF DESIGN. ANEMOSTAT, TUTTLE & BAILEY, AND KRUEGER ARE EQUAL, NO EXCEPTIONS. EXHAUST FANS MARK LOCATION SERVICE CFM (IN W, G.) EXT. S.P. SONES MOTOR DATA RPM MFR. REMARKS WATTS VOLTS PH CYC. EF -1 CEILING 108-110, 112 645 0.50 1.9 455W 115 1 60 1095 GREENHECK CSP -A1050 1. GREENHECK IS BASE OF DESIGN, COOK, PENN AND CARNES ARE EQUAL. NO EXCEPTIONS. 2. PROVIDE SOLID STATE SPEED CONTROL 10WSSC. 3. PROVIDE GRAVITY BACKDRAFT DAMPER. AIR CONDITIONING UNITS MARK COOLING CAP. (MBH) REHEAT (MBH) CFM EXT. S.P. FAN HP ELECTRICAL MAMANUFACTURER/MODELNUMBER TOTAL SENSIBLE VOLTS PH MCA MOCP ACU -1 17.8 12.7 --- 525 -- --- 208 1 0.55 15 CARRIER/40QKBO24-3 1. CARRIER IS BASE OF DESIGN. LIEBERT, MITSUBISHI, AIREDALE AND DATA AIR ARE EQUAL. NO EXCEPTIONS. AIR COOLED CONDENSING UNITS MARK LOCATION SERVES CAP. TONS SUCTION TEMP. 'F AMB. ENT, AIR MOTOR DATA MANUFAC. MODEL NUMBER HP VOLTS PH COND-1 ROOF ACU -1 1.5 50 95 --- 1 208 1 CARRIER 38HDLO18 1. CARRIER IS BASE OF DESIGN. LIEBERT, MITSUBISHI, AIRDALE AND DATA AIR ARE EQUAL, NO EXCEPTIONS. 2. PROVIDE LOW AMBIENT CONTROLS. 3. PROVIDE MOUNTING BASE. ROOF TOP UNITS MARK CLG. CAP. (MBH) COMP. KW HTG CAP. (KW) CFM EXT. S.P. FAN HP ELECTRICAL WEIGHT (LBS.) LENNOX [1] SEN S. TOTAL NOM. TON S VOLTS PH MCA MOCP RTU -1 36.6 50.2 4.0 3.57 11.3 1,600 0.5 1.5 208 1 3 54 60 842 LCA048H2BE-Y [2 THRU 5] RTU -2 36.6 50.2 1 4.0 3.57 11.3 1,600 0.5 1.5 208 3 54 60 842 LCA048H2BE-Y [2 THRU 5] RTU -3 36.6 50.2 4.0 3.57 11.3 1,600 0.5 1.5 208 3 54 60 842 LCA048H2BE-Y [2 THRU 5] RTU -4 36.6 50.2 4.0 3.57 11.3 1,600 1 0.5 1 1.5 208 3 54 60 842 LCA048H2BE-Y [2 THRU 5] COOLING CAPACITIES BASED ON ARI STANDARD 210/240-89: 80' F DB/ 67' F WU INDOUR ENIEKING AIN ILMF'LNAIUKL, 95' F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT CFM MAY DIFFER FROM ARI STANDARD CFM. 1. BASE OF DESIGN, HIGH EFFICIENCY CARRIER AND TRANE ARE EQUAL. 2. PROVIDE DIFFERENTIAL ENTHALPY ECONOMIZER. 3. PROVIDE MODEL EHA072-15 ELECTRIC HEATER. 11.3 KW @ 208V 30 4. PROVIDE CORROSION PROTECTION - PHENOLIC EPDXY COATING, APPLIED TO CONDENSER COILS AND EVAPORATOR COILS, FACTORY APPLIED 5. PROVIDE ROOF MOUNTING FRAME. PROVIDE HAIL GUARD. 2006 CALLISON J r- 0 H rn 0 Zc� 0 js Q to © -p Z .� �s CO z <0 o NU) } � o a. 00(n U) ao.► � � E K .F 12 8 m �fI 0w�� U lAO romm N �0CD �� Cn0ot-u. V Z W d. Z N o woo tf� � ao rn J �it o ��m E 4 c c(0Lo Q Osd'N U V ZQ �d'11 O 0s�Mco-T OV N N =(� J LL 6 (0 (0 U J N o 0 � ,t N N v,U)III.-u. PERMIT SET JANUARY 23, 2006 Mechanical Scheduil'es and Details M-511 J � 4 0 LJ.. o Z w cy) DN J Lo 0 z u- N U W Z _ U oG 0L) �o m Z Z 0 cW <C U > U) w _ to .. W J Q F- CL cn ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Mechanical Scheduil'es and Details M-511 DIV 15 SHALL PROVIDE WHERE SINGLE THERMOSTAT W/ REMOTE SENSOR ARE DIV 15 SHALL PROVIDE WHERE SINGLE THERMOSTAT W/ AVERAGING SENSORS ARE SHOWN DIV 15 SHALL PROVIDE WHERE SINGLE THERMOSTAT W/ F,VERAGING SENSORS ARE SHOWN ON DRAWINGS SHOWN ON DRAWINGS. --�� — — — ON DRAWINGS. —.� _ — AND WHERE ONE REMOTE SENSOR IS LOCATED IN THE 24 HOUR VESTIBULE. SITE IDD AT FUTURE D MODULE To BE THERMOSTAT AND REMOTE SENSOR (TYP) THERMOSTAT WITH AVERAGING SENSORS (TYP) THERMOSTAT WITH AVERAGING SENSORS W/ 24 HOUR VESTIBULE PROVIDED AT FUTURE DATE. (SZ1031 THERMOSTAT, TH1 (SZ1031 THERMOSTAT, TH1 SZ1031 THERMOSTAT, TH1 CONTRACTOR SHALL PROVIDE SPACE ON WALL ADJACENT THERMOSTATS FOR 2 COOL 2 HEAT DISCHARGE AIR 11 2 COOL 2 HEAT DISCHARGE AIR 2 COOL 2 HEAT DISCHARGE AIR FUTURE INSTALLATION. ALLOW SPACE RETURN AIR FILTER STAGES STAGES TEMP SENSOR RETURN AIR FILTER STAGES STAGES TEMP SENSOR RETURN AIR FILTER STAGES STAGES TEMP SENSOR FOR FUTURE WIRINGS I D D TS -1 I I D D TS -1 I D D TS -1 o QD20201 ` X X _,_.,- X X X X -" 1LCS-1 N . CS -1 I DAMPER N e0� o� �.� DAMPER N ` : - CS -1 DAMPER H -M" 8 NOTE 4 NOTE 4 NOTE 4 A 4RY G W1 W2 2 2 R Y1 Y2 G W1 W 2 R Yl Y G W1 W2 a I W-1 CABLE NOTE 7 r — — — — — — — W-1 CABLE— NOTE 7 � — — — — — — — W-1 CABLE RELAY � - — — — — — — LL��JJ I I 7 r — r J ' F. —t 24 HOUR VESTIBULE DEDICATED o� I I r W-2 CABLE r W-2 CABLE I r W-2 CABLE CONTROL — PHONE LINE o I I R w1 w Y1 v Al I NOTE 3 T53000 R W1 W Y1 Al I NOTE 3 153020 TS3020 R Wt W Y1 Al I NOTE 3 T53020 T53020 TS30o0 OUTSIDI AIR RSt I OUTSIDE AIR TSI TSI I OUTSIDE AIR 151 T141 R51 W-3 CABLE SZ1051 -'STAT I TEMP SENSOR W-3 CABLE SZ1031'STAT I TEMP SENSOR W—cu 3 CABLE SZ1031'STAT I TEMP SENSOR m THt M N 1 7 I i( TTS -5 m TH1 N 1 112, OPM 7 F I i QTS -5 TFIt Al N t 7 I i rW TS-5 CONNNECT SHIELD ( > I NOTE 6 I I > I NOTE 6 NOTE 6 I D I NOTE 6 NOTE 6 NOTE 6 TO GROUND I NOTE 5 I W-2 a e NOTE 5 I W-2 a e A 0 NOTE 5 Ie CABLE 1 CABLEE 1 +a — n ®I DI3 ® 1 1 _ _ — — — J I +a — rn1 o�Z as ® 1 t —� I I +a — i1 (�7i ®i ® t t NIRENUT I I WIRENUT Iff 110 VAC LINE -- —. � _ ----------_--J FUTURE — FUTURE FUTURE I I R1b �R1a W-2 CABLE W-2 CABLE W-2 CABLE WIRING BY --_ L -------- -————— — ——" —— �T—�----------- -- — — — — — I NORMALLY OCCUPIED DIv16L--- -------------------- -- — — — — — — — — — — — — — — ——• —— ---—� ;r + 24 vac — G=q'% corn — NOTE 1 I Nn=kln= 1 • FOR COMMUNICATION WIRING TWIST ALL NOTE 4• PROVIDE HVAC UN1T5 WITH BUILT IN 1 PART # — — I I E SHIELD DRAIN WIRE TOGETHER AND TAPE OFF. ECONOMIZER CONTROL FUNCTIONS. OUTSIDE AIR PT20 TCS BASYS 365 DAY 2 HEAT/2 COOL + FIFTH CHANNEL THERMOSTAT TR 1 PT2075WM GROUND SHIELD DRAIN WIRE AT ONLY ONE END. DAMPER SHALL MODULATE BASED ON OUTSIDE AND TRANSFORMER TS 1 W ''c lFnr, TCS/BASYS I I SPACE TEMPERATURE. PROVIDE ALL RELAYS AND W-4 CABLE TCS BASYS SLI001a Q TC10 S 1 QD2021WM NOTE 2: W-3 WIRE MAY BE USED AS A POWER CONTACTORS FROM A2 AND Al CONTACTS FOR SPLIT BY DIV15 TC 1 . DIGITAL TWE CLOCK 3M DAY 2 CrWREL PHGtoCELI I I AND COMMUNICATION 2 PAIR CABLE. W-3 MAY SYSTEM HVAC SYSTEM TO CONTROL BOTH OUTSIDE AIR ALSO BE USED FOR MULTIPLE SENSOR RUNS DAMPER AND AVERAGE SENSING. D CONTACTOR, 24 VAC COIL W-1 FROM CONTROLLER TO RTU. CONNECT AIR CABLE, 8 CONDUCTOR, 20AGW, PLENUM RATED W-2 I NOTE 5: PROVIDE T'STAT WHERE SHOWN ON PLAN AT I W-3 Z�' G °N2 I I NOTE 3: PROVIDE MINIMUM OF ONE OUTSIDE AIR 54 -AFF WITH LABELING DETAILING ROOMS SERVED. W181 P-2051TCS CONNECT AIR B CS -1 SENSOONERS PERSIT . PROVIDEINSTALLATION ON NOTE 6: PROVIDE REMOTE SENSOR WHERE SHOWN CO L17 ISPLIT CORE CURRENT SWITCH POWER t C L — y ON MECHANICAL DRAWINGS. SINGLE POLE DOUBLE THROW RELAY TS1 CNta 2—SPACE OR 3—SPACE AVERAGING SENSOR, SEE PLANS. NOTE 7: PROVIDE WIRING TO RELAY, SUPPLIED BY TS3000WM TCS BASYS Eft DIV 16, TO EXHAUST FAN. PROVIDE TIME CONTROL I O FUTURE AND OCCUPIED STATUS THROUGH AUX CONTACT ON W-4 CABLE O ® W-3 CABLE T'STAT, PROVIDE FOR TOTAL NUMBER OF EXH FANS. BY DIV15 y,E x =« WIRING BY DIV16 ALL WORK IN THIS AREA UNDER DIV 16 UNLESS NOTED OTHERWISE, DIVISION 15 TO FURNISH XFMR (TR1), TIMECLOCK (TC1), PHOTOCELL & OVERRIDE SWITCH. CONTROL WIRING TO FUTURE _ SIGNAGE CH2 CONTACTOR — LIGHTS/SIGNAGE / QD202i NOT TO BE INSTALLED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. _/ „ Lu CnN � TROLS WIRING DIAGRAM LABEL PART # MFGR DESCRIPTION TH 1 SZ1031—SPL13 TCS BASYS 365 DAY 2 HEAT/2 COOL + FIFTH CHANNEL THERMOSTAT TR 1 PT2075WM TCS/BASYS TRANSFORMER 110VAC TO 24 VAC, 20 VA TS 1 TS3002WM TCS/BASYS 1000 OHM RTD TEMP SENSOR, 8" DUCT MOUNT TS 2 TS3003WM TCS BASYS 1000 OHM RTD TEMP SENSOR, OUTSIDE AIR MOUNT S 1 QD2021WM TCS/BASYS (FUTURE) SITE COMMUNICATION MODULE — 4 CHANNEL TC 1 . SL1001 aWM TCS BASYS 365 DAY 2 CHANNEL TIME CLOCK CH 1 D CONTACTOR, 24 VAC COIL W-1 W208C-2262TCS CONNECT AIR CABLE, 8 CONDUCTOR, 20AGW, PLENUM RATED W-2 W181 P-2040TCS CONNECT AIR CABLE, 1 TWISTED PAIR, 18 AWG, PLENUM RATED, SHIELDED W-3 W202P-2261TCS CONNECT AIR CABLE, 2 TWISTED PAIR, 20 AWG, SEPARATELY SHIELDED W-4 W181 P-2051TCS CONNECT AIR CABLE, 1 TWISTED PAIR, 18 AWG, PLENUM RATED CS -1 J CO L17 ISPLIT CORE CURRENT SWITCH R1, Rla, R1b PR1120WM TCS/BASYS SINGLE POLE DOUBLE THROW RELAY TS1 TS3020WM TS303OWM TCS BASYS 2—SPACE OR 3—SPACE AVERAGING SENSOR, SEE PLANS. RS1 TS3000WM TCS BASYS REMOTE ROOM SENSOR CH2 CONTACTOR — EXHAUST FAN NOTE: CONTRACTOR SHALL PROVIDE MODEL SZ1031—SPL13 FOR ROOFTOP UNIT OR SZ1033—SPL14 FOR HEAT PUMP OR SPLIT SYSTEM HEAT PUMPS; THERMOSTAT _ TH1 SHOWN IS FOR PACKAGED ROOFTOP EQUIPMENT, COORDINATE WITH MANUFACTURER AT 1-800-288-9383 (MICHAEL CANNOY) FOR ADDITIONAL INFORMATION. NOT TO SCALE Y COPYRIGHT Ci 2006 CALL Z�°' \� O a),; -- t_ Q V) o(o Z.1- .1-Go o Go z N 0 3 U) r- U Z ro z a. OO4 Uo�c D c E 2 Q1 ao co = �'dU �=Zrtiti E �1R1 0 q) 0) c+) cr) W vi I N N 0 p E V• v co 0 cf) Y \� N J W o 4 pD N U z F" W Y D Q LL Z N O Woo co Z cf) IC+ Q1 Lu Lu v OVF_ J CO L17 E 0 V zQ a "4-o F_ ®_c�COM O N N N O O 0- (J) 1�-LL I CL 3mI• N J W o 4 pD N LL F" Z Y D Q LL 0 � Z cf) Z Lu Lu OVF_ � J F_ :30 O O O O Z Z Z Q ~ _ _/ „ Lu � Q 3mI• ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Mechanjca1 Schedu tes and Details M-5'12 CTURE, INC. N C? W o N W Y m Q LL � U) Lu _ � J ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Mechanjca1 Schedu tes and Details M-5'12 CTURE, INC. N17 i - 4 5 GCD WH- I 1 1/4" CLI HWH-1 NOTE 8- ET- I- > NO TE 7 1,j �` NOTE 10 ��: 1 NOTE 4 NOTE 9 wco- 4 4 GCO NO 7F >E 4 2° 0E7i- 'TT /VV/L T I.E. =97.00' NOTE 2- 112 1 1/2" %14 "N th N� N N PLUMBING PLAN SCALE: 1/4" = 1'-0" ' 4 8' TE X NO TE 15 -DG'E OF CURB(VERIFY). NOTE 11 2'RD-2 NOTE 11 2 "ORD -1 NOTE 11 WH -1 --i I- 3" GENERAL NOTES- A. INSTALL ALL STORM PIPING HIGH TO THE BOTTOM SIDE OF THE ROOF DECKING'. INSTALL ALL STORM PIPING AT SLOPE OF 1/4" PER FOOT, B. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL SITE CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSI TE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMI TTINC HIS BID. ANY DISCREPANCIES SfIALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES, D. SEE SHEET P-611 FOR SANITARY RISER DIAGRAM AND DOMESTIC WA TER RISER DIAGRAM. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VALVES, EQUIPMENT, ETC. LOCATED ABOVE GYP, CEILINGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETEL Y REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. PLtWING NOTE 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INVERT ELEVA TION (I. E. ) BASED ON ARCHI TECTURAL FINISHED FLOOR ELEVA TION OF 100'-0 ". VERIFY F. F. E. WITH ARCHITECTURAL SET PRIOR TO CONSTRUCTION. J. 4 " VENT UP TO 4 " VENT THROUGH ROOF. INSTALL VTR A MINIMUM DISTANCE OF 15'-0" FROM ALL FRESH AIR INTAKES. 4. SEE CI VIL SHEETS FOR CONTINUA TION. 5. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW CRADE FROM TRAP PRIMER (7P-1) TO FLOOR DRAIN (2 "FD -1). NO FITTINGS OR SPLICES ALLOWED BELOW GRADE, 6. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 7. 1 " FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE, NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 8. INSTALL WA TER NEA TER (HWH-1) AND EXPANSION TANK (ET -1) ON WATER HEATER SHELF WI THIN JAN 109. WATER NEA TER AND EXPANSION TANK SHOWN OFFSET FOR CLARI TY PURPOSES ONLY. SEE ARCHI TEC TURAL SHEETS FOR WA TER HEA TER SHELF INFORMA TION AND EXACT LOCA TION, PIPE REL IEF AND CA TCH PAN FROM WA TER HEA TER (H1YH-1) TO FL OOR MOP SINK (FMS -1) . MA INTA .IN A 2 " MINIMUM AIR CAP. PROVIDE A CA TCN PAN UNDER WATER HEA TER AND EXPANSION TANK. SEE T YPI CAL DETA IL ON SHEET P-511. 9, PIPE 1 1/4 "' CONDENSA TE DRAIN TO FLOOR MOP SINK (FMS -1) . MA INTA IN A J" MINIMUM AIR GAP. 10, REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE WILKINS MODEL 975XL -S OR EQUAL, INSTALLED WITH BRONZE "Y" TYRE STRAINER (-S). PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 PSIC. INSTALL PER LOCAL CODE REQUIREMENTS. PIPE RELIEF FROM BACKFLOW PREVENTER TO FL o0R MOP SINK (FMS -1) . MA INTA IN A 2 " MINIMUM A IR GAP, 11. INSTALL ROOF DRAIN (2 "10 -2) AND OVERFLOW ROOF DRAIN (2 "ORD - 1) IN OVERHANG CANOPY. SEE TYPICAL ENTRY CANOPY ROOF DRAIN AND OVERFLOW DETAIL ON SHEET P-511. SEE ARCHITECTURAL DRAWINGS FOR EXACT OVERHANG CANOPY DRAIN LOCATIONS AND CONSTRUCTION DETAILS. 12. 1 1/4 " CONDENSA TE CONNECTION TO ACU -1 PER MANUFACTURER 'S RECOMMENDED INSFALLA TION INSTRUCTIONS. CONDENSATE PIPE ROUTING SHOWN FOR REFERENCE ONL Y. INSTALL CONDENSATE PIPE HIGH IN THE CEILING SPACE. ADJUST AND INSTALL CONDENSA TE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. VERIFY THE EXACT ROUTING AND ELEVA TION OF CONDENSATE PIPING PRIOR TO INSTALLA TION. DO NOT EXCEED MAXIMUM L IFF OF SUBMI TTED ACU CONDENSATE PUMP. DO NOT ROUTE CONOENSA TE PIPE OVER DATA RACKS OR ELECTRICAL PANELS. 13. 1/2 " VAL VED COLD WA TER DOWN TO SERVE WA TER DISPENSER. PROVIDE A WATTS SERIES 7 DUAL CHECK VALVE BACKFLOW PRE VENTER AND A CUNO WA TER FIL TER MODEL CFS8576-S MOUNTED VERTICALLY LOW WITHIN THE CABINET SPACE. SEE ARCHITECTURAL SHEETS FOR EXACT WA TER DISPENSER LOCA TION AND SPECIFICA TIONS. SEE TYPICAL DETAIL ON SHEET 10-511. 14, CONNECT EXTERIOR DOWNSPOUT COLLECTOR TO ARCHITECTURAL DOWNSPOUT GUTTER. SEE ARCHITECTURAL SHEETS FOR EXACT SIZE, LOCATION AND MATERIAL OF DOWNSPOUT GUTTER, SEE TYPICAL DETA IL ON SHEET P-511. 15. STORM DRAIN INSTALLED UNDER LANDSCAPING AND SIDEWALK TO DA YL IGHT A T EDGE OF CURB. SEE DETAIL ON SHEET P-511. 16. CONDENSA TE FROM ROOF TOP UNI T SHALL DRAIN ON ROOF OR BE ROUTED AS LOCAL AUTHORITY HA VINC JURISDICTION REQUIRES. CONTRACTOR SHALL VERIFY PRIOR TO BID. o 2 "ORD -1 NOTE 1/ 4 " UP TO 00 V o -4" UP TO 3"RD-I -o a o J "RD -1 ro T L a�r`r rn� [-4 4 z� Cj Q O O E 'L Z F X 0 NO ...._. 07 � .._....-�....__.__..._._..__. vim__,..._.-.__...._...��_... GCD WH- I 1 1/4" CLI HWH-1 NOTE 8- ET- I- > NO TE 7 1,j �` NOTE 10 ��: 1 NOTE 4 NOTE 9 wco- 4 4 GCO NO 7F >E 4 2° 0E7i- 'TT /VV/L T I.E. =97.00' NOTE 2- 112 1 1/2" %14 "N th N� N N PLUMBING PLAN SCALE: 1/4" = 1'-0" ' 4 8' TE X NO TE 15 -DG'E OF CURB(VERIFY). NOTE 11 2'RD-2 NOTE 11 2 "ORD -1 NOTE 11 WH -1 --i I- 3" GENERAL NOTES- A. INSTALL ALL STORM PIPING HIGH TO THE BOTTOM SIDE OF THE ROOF DECKING'. INSTALL ALL STORM PIPING AT SLOPE OF 1/4" PER FOOT, B. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL SITE CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSI TE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMI TTINC HIS BID. ANY DISCREPANCIES SfIALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES, D. SEE SHEET P-611 FOR SANITARY RISER DIAGRAM AND DOMESTIC WA TER RISER DIAGRAM. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VALVES, EQUIPMENT, ETC. LOCATED ABOVE GYP, CEILINGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETEL Y REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. PLtWING NOTE 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INVERT ELEVA TION (I. E. ) BASED ON ARCHI TECTURAL FINISHED FLOOR ELEVA TION OF 100'-0 ". VERIFY F. F. E. WITH ARCHITECTURAL SET PRIOR TO CONSTRUCTION. J. 4 " VENT UP TO 4 " VENT THROUGH ROOF. INSTALL VTR A MINIMUM DISTANCE OF 15'-0" FROM ALL FRESH AIR INTAKES. 4. SEE CI VIL SHEETS FOR CONTINUA TION. 5. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW CRADE FROM TRAP PRIMER (7P-1) TO FLOOR DRAIN (2 "FD -1). NO FITTINGS OR SPLICES ALLOWED BELOW GRADE, 6. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 7. 1 " FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE, NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 8. INSTALL WA TER NEA TER (HWH-1) AND EXPANSION TANK (ET -1) ON WATER HEATER SHELF WI THIN JAN 109. WATER NEA TER AND EXPANSION TANK SHOWN OFFSET FOR CLARI TY PURPOSES ONLY. SEE ARCHI TEC TURAL SHEETS FOR WA TER HEA TER SHELF INFORMA TION AND EXACT LOCA TION, PIPE REL IEF AND CA TCH PAN FROM WA TER HEA TER (H1YH-1) TO FL OOR MOP SINK (FMS -1) . MA INTA .IN A 2 " MINIMUM AIR CAP. PROVIDE A CA TCN PAN UNDER WATER HEA TER AND EXPANSION TANK. SEE T YPI CAL DETA IL ON SHEET P-511. 9, PIPE 1 1/4 "' CONDENSA TE DRAIN TO FLOOR MOP SINK (FMS -1) . MA INTA IN A J" MINIMUM AIR GAP. 10, REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE WILKINS MODEL 975XL -S OR EQUAL, INSTALLED WITH BRONZE "Y" TYRE STRAINER (-S). PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 PSIC. INSTALL PER LOCAL CODE REQUIREMENTS. PIPE RELIEF FROM BACKFLOW PREVENTER TO FL o0R MOP SINK (FMS -1) . MA INTA IN A 2 " MINIMUM A IR GAP, 11. INSTALL ROOF DRAIN (2 "10 -2) AND OVERFLOW ROOF DRAIN (2 "ORD - 1) IN OVERHANG CANOPY. SEE TYPICAL ENTRY CANOPY ROOF DRAIN AND OVERFLOW DETAIL ON SHEET P-511. SEE ARCHITECTURAL DRAWINGS FOR EXACT OVERHANG CANOPY DRAIN LOCATIONS AND CONSTRUCTION DETAILS. 12. 1 1/4 " CONDENSA TE CONNECTION TO ACU -1 PER MANUFACTURER 'S RECOMMENDED INSFALLA TION INSTRUCTIONS. CONDENSATE PIPE ROUTING SHOWN FOR REFERENCE ONL Y. INSTALL CONDENSATE PIPE HIGH IN THE CEILING SPACE. ADJUST AND INSTALL CONDENSA TE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. VERIFY THE EXACT ROUTING AND ELEVA TION OF CONDENSATE PIPING PRIOR TO INSTALLA TION. DO NOT EXCEED MAXIMUM L IFF OF SUBMI TTED ACU CONDENSATE PUMP. DO NOT ROUTE CONOENSA TE PIPE OVER DATA RACKS OR ELECTRICAL PANELS. 13. 1/2 " VAL VED COLD WA TER DOWN TO SERVE WA TER DISPENSER. PROVIDE A WATTS SERIES 7 DUAL CHECK VALVE BACKFLOW PRE VENTER AND A CUNO WA TER FIL TER MODEL CFS8576-S MOUNTED VERTICALLY LOW WITHIN THE CABINET SPACE. SEE ARCHITECTURAL SHEETS FOR EXACT WA TER DISPENSER LOCA TION AND SPECIFICA TIONS. SEE TYPICAL DETAIL ON SHEET 10-511. 14, CONNECT EXTERIOR DOWNSPOUT COLLECTOR TO ARCHITECTURAL DOWNSPOUT GUTTER. SEE ARCHITECTURAL SHEETS FOR EXACT SIZE, LOCATION AND MATERIAL OF DOWNSPOUT GUTTER, SEE TYPICAL DETA IL ON SHEET P-511. 15. STORM DRAIN INSTALLED UNDER LANDSCAPING AND SIDEWALK TO DA YL IGHT A T EDGE OF CURB. SEE DETAIL ON SHEET P-511. 16. CONDENSA TE FROM ROOF TOP UNI T SHALL DRAIN ON ROOF OR BE ROUTED AS LOCAL AUTHORITY HA VINC JURISDICTION REQUIRES. CONTRACTOR SHALL VERIFY PRIOR TO BID. 2 "RD -2 NOTE 11 ALL SANITARY PIPING SHALL BE CAST IRON, PVC IS PREFERRED BY THE OWNER AND MAY BE USED IF APPROVED BY THE LOCAL AUTHORITY. CONTRACTOR SHALL VERIFY IF PVC SANITARY PIPING IS APPROVED BY LOCAL AUTHORITY AND PVC SHALL BE USED WHERE APPROVED, 113. 01 0101 INC. o F- rn � C 0 Z C OQ in �7C), Z .L- ix co t - z < N o ,�rJ7 z o 2 "ORD -1 NOTE 1/ 00 V o f 1 U) ro E -o a o 2 "RD -2 NOTE 11 ALL SANITARY PIPING SHALL BE CAST IRON, PVC IS PREFERRED BY THE OWNER AND MAY BE USED IF APPROVED BY THE LOCAL AUTHORITY. CONTRACTOR SHALL VERIFY IF PVC SANITARY PIPING IS APPROVED BY LOCAL AUTHORITY AND PVC SHALL BE USED WHERE APPROVED, 113. 01 0101 INC. o F- rn � C 0 Z C OQ in �7C), Z .L- ix co t - z < N o ,�rJ7 z o d 00 V o f 1 U) ro E -o a o Z�j��wv ro T L a�r`r rn� J = U) W cn N N z� Cj Q O O E 'L Z c� v p U O � I ISSUED / REVISED Permit Set PERMIT SET JANUARY 23, 2006 Plumbing Plan LISON ARCHI d z W Z V N 0 W o 0 N0 o 07 U# o -jO 0 m E .� < c c (D uo O V 0 Q (ND V0' V0' o coco N N T (D _j Q)o� Jo <C\!'01NN 0 cf) J � Q (� LL 0 I— z w 2' COQ t—LL o cn z N in W ❑ U O `t F- m I- V ❑ Q O D O O Oz Z z O cn wQ > s .. o U) W J rr Q F- ISSUED / REVISED Permit Set PERMIT SET JANUARY 23, 2006 Plumbing Plan LISON ARCHI 1 2 3 4 5 6 SHEET METAL DOWN- _ i EXTERIOR SPOUT GENERAL BUILDING WALL CONTRACTOR). TRIM CURB— TO LENGTH REQUIRED TRANSI RON STEEL WI TH A MIN. AS REQUIRED 1/2" BETWEEN PIPES (BY PLUMBING FOR EXPANSION CONTRACTOR) 4" CLEANOUT WITH GALVANIZED COUNTERSUNK PLUG—\ STRAP ANCHORED _ a:• \ TO WALL, SUITABLE 154-330 FOR WALL CONSTRUCTION GRADE OR PAVEMENT\ PLAN FOR PIPE - BRANCH \ USE 45 DEGREE ELBOWS IF REQUIRED TO M/SS FOORNG TO CURB LONG RADIUS ELBOW EXTERIOR DOWNSPOUT SHOE NOT TO SCALE SECURE ROOF DRAIN TO DECKING W/ SUPPORTS- AS UPPORTSAS REQUIRED PRE—FAB METAL SUMP PAN DN 1/4'%FT 2" MIN. INSUL. ® DRAIN 1 1/2" STEEL ROOF DECK VERIFY ROOF DRAIN SIZE WITH DRAWINGS 2'-0" DN 114'%f -T IV MIN. 12" NO 1 L. .5tt HKGH11tG'1UKAL VCM THROUGH ROOF DETAIL. -� METAL DECK SPRING UNISTRU T P 3300 TOP CHORD BAR JOIST CHANNEL (2) HEX NUTS UNISTRUT P 1010 NUT 1/2" SUPPORT UNISTRUT P 2664 HANGER ROD FLA T PLA TE FITTING SUSPENSION ANCHOR DETAIL NOT TO SCALE VENT TERMINATION DETAIL NOT TO SCALE WG I TION CONSTRUCTION ROOF CONSTRUCTION UIRED (PROVIDE FIRE :AUKING WHEN -D BY LOCAL CODES) SER (WHEN REQUIRED) TA CK OR VENT SURFACE VARIES" CLOW COVER & FRAME SEE PLANS OR APPROVED EQUAL SURFACE VARIES, SEE PLANS 0 III =1111 I — — HOT POURED =1111= =III1= JOINT COMPOUND PLAN LITANGULAR CONCRETE COLLAR IIII� SAME SIZE AS PIPE �==11IIF� >W ROOF DRAIN 111 ..—UNDISTURBED EYOND 30 DE:AANO EARTH ?AIN CUR VE NS FORE TE.•COVERS TO HAVE THE LET7ERS C. 0. ON TOP SECTION DOUBLE -GRADE CLEAN OUT ENTRY CANOPY ROOF DRAIN AND OVERFLOW NOT TO SCALE COUNTER TOP WA TER DISPENSER B Y OTHERS SEE ARCHITECTURAL SHEETS FOR EXACT LOCA TION. 1/. WA IN-LINE WAFER FG WA TTS SERIES 7 DUAL CHECK VALI BACKFLOW PRE VEI SHUT OFF VAL VE COUNTER TOP WATER DISPENSER NOT TO SCALE STEEL STORMDRAINAGE � CURB SEE SUSPENSION ANCHOR DETAIL DECK POWER SUPPL Y 4 JUNCTION BOX METAL DECK TP BEAM ALL—THREAD ROD. ' NO SCALE IF STEEL FOR PIPE SLOPE IRED BAR JOIST\� MBAR JOIST PROVIDE COPPER OR NON—METALLIC HOT WATER \ �— DOMESTIC COLD COAT/NG WHERE \WA TER SUPPLY ADJUSTABLE HANGERS CONTACT IPE HANGER FOR BAND HANGER BARE COPPER PIPE PIPE OVER FOUR INCH INTEGRAL ROOFTOP UNIT CONDENSATE DRAIN. DIELECTRIC FOR PIPING O CONDENSA TE DRAIN PIPE SIZE SHALL BE NO VACUUM RELIEF FOUR IN VALVE UNION OR LESS LESS THAN DRAIN CONNECTION ON UNIT- ------ - SUPPOR T ROD SUPPORT ROD OPEN TO ATMOSPHERE DIELECTRIC TYPICAL OF 4 UNION SUPPORT STRAP INDIRECT DRAIN LINE TO TENANTS PLUMBING DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL WATER HEATER SYSTEM. LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4 VERIFY ROOF TOP UNIT ASME TEMP. AND EXPANSION TANK BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PRESS RELIEF VALVE. DRAIN VALVE PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER, DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES, M INDIRECT DRAIN LINE `D zTO TENANT'S PLUMBING HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' 3"=11' 2-1 /2"=10' 2"=9' 1-1/2'1=8' 1-1/4"=7# 1"-6' 3/4"=6' 1/2"=5'. CAST IRON: 10' GAL V. METAL PAN SYSTEM, AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"=12' 2-1/2"=11' 2"=10' WITH DRAIN, SOLDER J 1-1/2"=g' 1"=7' 3/4"=6' 1/2"=5', LOCATE HANGERS AS CLOSE AS JOINTS AND CORNERS o SUPPORT ANGLE / / I k POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED,LOCATE HANGERS TO TAKE. LOAD COPPER PIPE OFF OF EQUIPMENT CONNECTIONS, ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY, PROVIDE SEISMIC BRACING IF/AS CEILING LINE REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. RTU CONDENSATE P—TRAP ELECTRIC HOT WATER HEATER DETAIL PIPE INSULATION HANGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1/2" COLD WA TER SUPPLY CONNEC7ON TRAP Lb PRIMER ACCESS PANEL AS NECESSARY FIXED A/R CAP DIS TRIBU TION UNI F 12 " MINIMUM1/2 FLEXIBLE TO HORIZONTAL K COPPER (TYP.) RUN IN PIPE Z—FLOOR DRAIN CONNECT TO FLOOR DRAIN (TYP.) — -- --3. K—COP7NOFITTINGS7 OW — — GRADE \OR SPLLOW — — — GRADE. II— — TRAP WA TER LEVEL TRAP PRIMER DETAIL NOT TO SCALE HOT OR COLD WATER SUPPLY IIF HORIZONTAL BRANCH IS LESS THAN 20' i IINSTALL PER PD1 LONG" PROVIDE ONE WHA A T END OF LINE P01 I STANDARDS AND IF BRANCH IS GREATER THAN 20' LONG, SIZE MANUFACTURERS PROVIDE ANOTHER WHA IN MIDDLE, EACH INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNI TS 7 SINGLE FIXTURE MUL PLE FIXTURES, PDI SIZE ROOF DRAIN FIXTURE UNIT LOAD NOT TO SCALE PROVIDE PIPE SLEEVE CURB— SCHEDULE 40 BLACK 3/4" STEEL WI TH A MIN. C 1/2" BETWEEN PIPES 33-60 FOR EXPANSION 1-1/4' PA VEMENT 1.5 /2' 114-154 _ a:• 44 STORM PIPE, SEE 154-330 .• PLAN FOR PIPE - \\��\ MIN. 12" NO 1 L. .5tt HKGH11tG'1UKAL VCM THROUGH ROOF DETAIL. -� METAL DECK SPRING UNISTRU T P 3300 TOP CHORD BAR JOIST CHANNEL (2) HEX NUTS UNISTRUT P 1010 NUT 1/2" SUPPORT UNISTRUT P 2664 HANGER ROD FLA T PLA TE FITTING SUSPENSION ANCHOR DETAIL NOT TO SCALE VENT TERMINATION DETAIL NOT TO SCALE WG I TION CONSTRUCTION ROOF CONSTRUCTION UIRED (PROVIDE FIRE :AUKING WHEN -D BY LOCAL CODES) SER (WHEN REQUIRED) TA CK OR VENT SURFACE VARIES" CLOW COVER & FRAME SEE PLANS OR APPROVED EQUAL SURFACE VARIES, SEE PLANS 0 III =1111 I — — HOT POURED =1111= =III1= JOINT COMPOUND PLAN LITANGULAR CONCRETE COLLAR IIII� SAME SIZE AS PIPE �==11IIF� >W ROOF DRAIN 111 ..—UNDISTURBED EYOND 30 DE:AANO EARTH ?AIN CUR VE NS FORE TE.•COVERS TO HAVE THE LET7ERS C. 0. ON TOP SECTION DOUBLE -GRADE CLEAN OUT ENTRY CANOPY ROOF DRAIN AND OVERFLOW NOT TO SCALE COUNTER TOP WA TER DISPENSER B Y OTHERS SEE ARCHITECTURAL SHEETS FOR EXACT LOCA TION. 1/. WA IN-LINE WAFER FG WA TTS SERIES 7 DUAL CHECK VALI BACKFLOW PRE VEI SHUT OFF VAL VE COUNTER TOP WATER DISPENSER NOT TO SCALE STEEL STORMDRAINAGE � CURB SEE SUSPENSION ANCHOR DETAIL DECK POWER SUPPL Y 4 JUNCTION BOX METAL DECK TP BEAM ALL—THREAD ROD. ' NO SCALE IF STEEL FOR PIPE SLOPE IRED BAR JOIST\� MBAR JOIST PROVIDE COPPER OR NON—METALLIC HOT WATER \ �— DOMESTIC COLD COAT/NG WHERE \WA TER SUPPLY ADJUSTABLE HANGERS CONTACT IPE HANGER FOR BAND HANGER BARE COPPER PIPE PIPE OVER FOUR INCH INTEGRAL ROOFTOP UNIT CONDENSATE DRAIN. DIELECTRIC FOR PIPING O CONDENSA TE DRAIN PIPE SIZE SHALL BE NO VACUUM RELIEF FOUR IN VALVE UNION OR LESS LESS THAN DRAIN CONNECTION ON UNIT- ------ - SUPPOR T ROD SUPPORT ROD OPEN TO ATMOSPHERE DIELECTRIC TYPICAL OF 4 UNION SUPPORT STRAP INDIRECT DRAIN LINE TO TENANTS PLUMBING DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL WATER HEATER SYSTEM. LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4 VERIFY ROOF TOP UNIT ASME TEMP. AND EXPANSION TANK BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PRESS RELIEF VALVE. DRAIN VALVE PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER, DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES, M INDIRECT DRAIN LINE `D zTO TENANT'S PLUMBING HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' 3"=11' 2-1 /2"=10' 2"=9' 1-1/2'1=8' 1-1/4"=7# 1"-6' 3/4"=6' 1/2"=5'. CAST IRON: 10' GAL V. METAL PAN SYSTEM, AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"=12' 2-1/2"=11' 2"=10' WITH DRAIN, SOLDER J 1-1/2"=g' 1"=7' 3/4"=6' 1/2"=5', LOCATE HANGERS AS CLOSE AS JOINTS AND CORNERS o SUPPORT ANGLE / / I k POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED,LOCATE HANGERS TO TAKE. LOAD COPPER PIPE OFF OF EQUIPMENT CONNECTIONS, ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY, PROVIDE SEISMIC BRACING IF/AS CEILING LINE REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. RTU CONDENSATE P—TRAP ELECTRIC HOT WATER HEATER DETAIL PIPE INSULATION HANGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1/2" COLD WA TER SUPPLY CONNEC7ON TRAP Lb PRIMER ACCESS PANEL AS NECESSARY FIXED A/R CAP DIS TRIBU TION UNI F 12 " MINIMUM1/2 FLEXIBLE TO HORIZONTAL K COPPER (TYP.) RUN IN PIPE Z—FLOOR DRAIN CONNECT TO FLOOR DRAIN (TYP.) — -- --3. K—COP7NOFITTINGS7 OW — — GRADE \OR SPLLOW — — — GRADE. II— — TRAP WA TER LEVEL TRAP PRIMER DETAIL NOT TO SCALE HOT OR COLD WATER SUPPLY IIF HORIZONTAL BRANCH IS LESS THAN 20' i IINSTALL PER PD1 LONG" PROVIDE ONE WHA A T END OF LINE P01 I STANDARDS AND IF BRANCH IS GREATER THAN 20' LONG, SIZE MANUFACTURERS PROVIDE ANOTHER WHA IN MIDDLE, EACH INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNI TS 7 SINGLE FIXTURE MUL PLE FIXTURES, PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4' 61-113 1.5 /2' 114-154 F 2" 154-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0—RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE, WATER HAMMER ARRESTERS NOT TO SCALE J Q O I— 0) 3 0 Z C 0 j c Q � Z � =�N 0 �- z©� 03T -U) zroo 0- ro ip \W� b c i V, E c v Y r E O "- co m m �aQEQ G. U z W d Z H N i r 0 Woo o co U) It ... = N (1) J (� 0 aEm��,o �=d,N U -c co co ,— OD NNT JlL Jo (o -1 <� a�jNN` Q 0 L o I-' z W a O LL z N zC/)= C) F-. V Q o 0®0 0z z cn wQ 0 _ .. > U) w ISSUED / REVISED ^ DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 6 PlumbinO Details PM511 FURE, INC, NOTE 2 —'-, v N 4 / / /I I WCO I DBLNO 7E J CCO cco r"r " I. E =97. 00' 2"-W[�MEtS NO 7 1 I \ y "�.,"y. i R E S T R U" FI 1 112 I WCO 1 ' WC -2 K T----1 1/2" LAV -1 �WC-1 I 2'FD-1 1 1/2 of " WCO "••,,,. 1. , a„ LA V-1. 2 a e yx 1 1/2" 3" iALL11AY DF-1 MENS PESTROOM I 1 1/2" f ELE;"/ DATA f ,ia7 -` ''" �, •:,. ,� ",� OSA WCo 2oo ,. ,1 1/2 BREAK P11014 %a. ?+'�.. 2" VORKRCOM OSANITARY RISER DIAGRAM NO SCALE GEAE"RAL AA97ES- A. INSTALL ALL STORM PIPING HIGH TO THE BOTTOM SIDE OF THE ROOF DECKING. INSTALL ALL STORM PIPING AT SLOPE OF 1/4 " PER FOOT. H. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL SITE CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSI TE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. D. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. LOCA TED ABOVE GYP- CEIL INGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, BODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. ODOMESTIC WATER RISER DIAGRAM NO SCALE Fl -t I9IAG 11101£5:• 1. INVERT EL EVA TION (I. E. ) BASED ON ARCHI TECTURAL FINISHED FLOOR ELEVATION OF 100'-0", VERIFY F.F.E. WITH ARCHITECTURAL SET PRIOR TO CONSTRUCTION. 2. 4 " VENT UP TO 4 " VENT THROUGH ROOF. INSTALL VTR A MINIMUM DISTANCE OF 15'-0" FROM ALL FRESH AIR INTAKES. J. SEE CIVIL SHEETS FDR CONTINUATION. 4. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER (TP -1) TO FL OOR DRA IN (2 "FD . NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 5. INSTALL TRAP PRIMER (TP- 7) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 6. 1" FLEXIBLE CONTINUOUS TYPE 'K" COPPER TUBING BELOW GRADE. NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 7. INSTALL WATER HEATER (HWH-1) AND EXPANSION TANK (ET -1) ON WA TER HEA TER SHELF WI THIN JAN 109- WA TER HEA TER AND EXPANSION TANK SHOWN OFFSET FOR CLARITY PURPOSES ONL Y, SEE ARCHI TEC TURA L SHEETS FOR WA TER HEA TER SHELF INFORMA TION AND EXACT L OCA TION. PIPE RELIEF AND CA TCH PAN FROM WA TER HEA TER (HWH-1) TO FLOOR MOP SINK (FMS -1). MAINTAIN A 2 " MINIMUM A IR GAP. PRO VIDE A CA TCH PAN UNDER WA TER HEA TER AND EXPANSION TANK. SEE TYPICAL DETAIL ON SHEET P-511. S. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE WILKINS MODEL 975XL—S OR EQUAL, INSTALLED WITH BRONZE "Y" TYPE STRAINER (—S). PROVIDE AND INSTALL A PRESSURE REDUCING VAL VE IF SUPPL Y PRESSURE EXCEEDS 60 PSIG. INSTALL PER LOCAL CODE REQUIREMENTS. PIPE RELIEF FROM BACKFLOW PREVENTER TO FLOOR MOP SINK (FMS -1) . MA INTA IN A 2 " MINIMUM AIR GAP. 9. 1/2 " VAL VED COLD WA TER DOWN TO SERVE WA TER DISPENSER - PROVIDE A WATTS SERIES 7 DUAL CHECK VALVE BACKFLOW PREVENTER AND A CUNO WATER FIL TER MODEL CFS8576—S MOUNTED VERTICALL Y LOW WITHIN THE CABINET SPACE- SEE ARCHITECTURAL SHEETS FOR EXACT WA TER DISPENSER LOCATION AND SPECIFICA TIONS_ SEE TYPICAL DETAIL ON SHEET P-511. 10- WATER HAMMER ARRESTORS TO BE SIZED AND INSTALLED PER MANUFACTURERS SPECIFICA TIONS. LOCA TIONS SHOWN ARE FOR REFERENCE PURPOSES ONL Y. COPYRIGHT (c) 2006 IN J 4 0 H rn � c 20)o ::30) Zcc H 7 U) �N Z L� r �co'N LU �0 a3T-U) r =moo a� �E �cc U O in o co �► Y �� m E � civ 1[02 00) T 1a = w c- (D ro 0) :5 E to o M rn pp CU �� N wcn U)N N U Z t o o F v v p U M O F- U. �*j J � a O LL z ` O v, za = o F- F- - ~ U = (9 O z 0 V) U) W a F- LIM U W I- N V IL Woo 00 It Q) C O M E < c:CD0 0 N .E 'tNN,-� U W W c zQ O osc',c',.(h a% NN= J JO+ CO CO 't Q) N V—cnF -� ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Plumbing Diagrams P-611 N O C7 N O N w M 2 z U w PLUMBING FIXTURE SPECIF1 CA TIONS WATER CLOSETS (WC --1) HANDICAPPED LEFT HAAV..- BOWL: AMERICAN STANDARD #3109.016, "CADET " 16 1/2 " EL, 1.6 KW GAL/FL USH FA, FL OOH MOUNTED, WA TER SA VING TYPE, M B I N VI TREOUS CHINA EL ONGA TED BOWL, PRESSURE -ASSISTED SIPHON SYMBOL JE FL USHING ACTION, 16 1/2 " HIGH BOWL, SPEED CONNECT SYMBOL TANK/BOWL COUPL ING SYSTEM, FULLY -GLAZED TRAPWA Y, BOTTOM HWH-1 OUTLET, 31 3/4" PROJECTION FROM WALL, 12" TO CENTERLINE ----F —Co OF OUTLET FROM WALL, 2 BOLT CAPS, FLUSHES ON 1.6 — — GALLONS. TANK. AMERICAN STANDARD #4098.800, CLOSE COUPLED FLUSHOMETER — -GWS TANK, WA TER SA VER TRIM, 1.6 GPF, AL TERNA TE RIGHT HAND ---I TRIP LEVER. SUPPL Y.• 3/8 " CHROME FLA TED BRASS TUBING W/ CHROME PLA TED ANGLE VTR STOP w/ WHEEL HANDLE. SEA T. OL SONI TE #95/SS COMFORT CURVE w/ SELF SUS TA INING HINGE, z <0 HIGH IMPACT, SOL ID PLASTIC, HEA VY DUTY, OPEN FRONT, = s STAINLESS STEEL, HINGE POSTS AND SURFACE CHECK, ---{ja---•• INTEGRALL Y MOLDED PERMANENT. WATER CLOSETS (1111C-2) HANDICAPPED RIGHT HAND.• FIXTURE AMERICAN STANDARD #2333. 100, "CADET- 14 " EL, 1.6 GLOBE VALVE GAL/FL USH FA, FLOOR MOUNTED, WA TER SA VING TYPE, HOT WATER (HW) VITREOUS CHINA EL ONGA TED BOWL, PRESSURE -ASSISTED SIPHON CHECK VALVE JET FLUSHING ACTION, 14" HIGH BOWL, SPEED CONNECT GAS LINE TANK/BOWL COUPLING SYSTEM, FULLY -GLAZED TRAPWA Y, BOTTOM ®� OUTLET, 31 " FROJEGTION FROM WALL, 12 " TO CENTERL INE OF -- +k UNION OUTLET FROM WALL, 2 BOLT CAPS, FL USHES ON 1.6 GALLONS. SUPPL Y.• 3/8 " CHROME PLA TED BRASS TUBING W/ CHROME PLA TED ANGLE --® -- STOP w/ WHEEL HANDLE. 'SEA T.• OLSONI TE #95/SS COMFORT CURVE w/ SELF SUS TA INING HINGE, ® D—I HIGH IMPACT, SOLID PLASTIC, HEAVY DUTY, OPEN FRONT, -- {}--- STAINLESS STEEL, HINGE POSTS AND SURFACE CHECK, ©RD INTEGRALL Y MOLDED PERMANENT. LAVATORIES (LAV -1) HANDICAPPED.• FIXTURE AMERICAN STANDARD #0355.034 "LUCERNE" WALL HUNG DOWN SPOUT LA VA TORY WI TH EXTRA HOLE FOR L 0TION DISPENSER, VITREOUS FIRE MAIN CHINA LAVATORY, FAUCET LEDGE, FRONT OVERFLOW, 4" VITRIFIED CLAY PIPE CENTERS ON FAUCET HOLES 20-1/2 " X 17-1/4 " OVAL OVERALL WALL HYDRANT DIMENSIONS, "D" SHAPED BOWL 15 " X 10" x 6-J14't DEEP, CAST IRON SELF DRAINING DECK AREA w/ CONTOURED BACK AND SIDE VALVE IN RISE SPLASH SHIELDS, CONCEALED ARM SUPPORT, EXTRA RIGHT-HAND INVERT ELEVATION HOLE 1 3/8" DIAMETER, TRIM.- AMERICAN STANDARD #2385.004 SINGLE HANDLE MIXING NUT IN THIS CONTRACT FAUCETS, 4 " CENTERSET EXPOSED DECK MOUNTING, AERA TOR, LEVER TYPE HANDLE, CONTROL SHALL BE ROTA TING BALL TYPE W/ REPLACEABLE NON -ME TALL IC SEA TS OPERA TING IN STAINLESS STEEL LINED SOCKETS, CONTROL HANDLE TO ALWAYS RETURN TO NEUTRAL POSITION WHEN VALVE IS TURNED OFF, to LESS POP-UP HOLE, LESS HOLE, ALL EXPOSED SURFACES TO BE 0 CHROME FLA TED. SUPPL IES- 3/8 " CHROME PLA TED ANGLED STOP w/ WHEEL HANDLE, 3/8 " CHROME PLA TED FLEXIBLE BRASS RISER, INSULA TE ALL EXPOSED WA TER LINES AND VALVES. WASTE' AMERICAN STANDARD #7723.018 GRID DRAIN, 4 1/2" OFFSET FOR WHEELCHAIR LAVATORY, AND 1-1/4" TAILPIECE, 1-1/4" Z 17 GAUGE CHROME PLA TED ADJUSTABLE BRASS P - TRA P WI TH Cn CLEANOUT PLUG RUN PARALLEL AND AS TIGHT TO WALL AS Q POSSIBLE 1-1/4 " CHROME PLA TED BRASS WASTE TO WALL , INSULATE ALL EXPOSED WASTE LINES. CARRIER- WALL PLA TE INCL UDED WI TH FIXTURE. MOUNTING HEIGHT' 34 INCHES FLOOR TO RIM. INSULA TION KI T.' TRUEBRO LA V -GUARD 2 UNDERSINK PIPING COVERS MODEL #103E - Z, INCLUDES ONE P - THA P COVER, TWO ANGLE VAL VE AND SUPPLY COVERS, ONE OFFSET TAILPIECE WHEEL -CHAIR STRAINER COVER. ALL PIECES SHALL BE WHITE IN COLOR. SI11K (S-1): FIXTURE- ELKA Y #GECR2521L , "CELEBRITY-, SINGLE COMPARTMENT, A.D.A. COMPLIANT, 20 GAUGE, 304 (18-8) NICKEL BEARING STAINLESS 57—EEL, WITH 3" RADIUS COVED CORNERS, SELF RIMMING, EXPOSED SURFACES ARE HAND BLENDED TO A HIGHL IGHTED SATIN FINISH, UNDERSIDE IS UNDERCOA TED, Q COMPARTMENT AND FAUCET DECK ARE RECESSED 3/16 " BELOW F-- OUTSIDE EDGE OF SINK, 3-1/2 " DRAIN OPENING, 25 " X 21 1/4 " OVERALL , X 5-3/8" DEEP HOWL, 3 -HOLES ON 4 " CENTERS. TRIM.- EL KA Y #LK-2432-BH DUAL 4 " HANDLE SWING GOOSENECK FAUCET, DECK MOUNTED ESCUTCHEON, BRASS CONSTRUCTION, CHROME PLA TED, GOOSENECK SWING SPOUT EQUIPPED WI TV AERATOR, REQUIRES 3 FAUCET HOLES. SUPPL IES.- 1/2'" CHROME PLA TED ANGLE STOPS WI TH LOOSE KEY HANDLE, 1/2 " CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WA TER LINES AND VALVES. WASTE' CHROME PLA TED BRASS TA IL PIECE, 1-1/2 " 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P - TRA P WITH CLEANOUT PLUG, 1- ISSUED I REVISED 1/2 " CHROME PLA TED BRASS WASTE TO WALL L. DISPOSAL: IN -SINK -ERA TOR MODEL LC -50, LIGHT COMMERCIAL FOOD WASTE DISPOSER, STANDARD WALL SWITCH OPERATION, STAINLESS 01/23/06 STEEL GRIND CHAMBER, CAST NICKEL CHROME CUTTING ELEMENT, 1725 RPM, 120 V, 60 HZ. INSULA TION KIT' TRUEBRO BASIN -GUARD UNDERSINK ENCLOSURE MODEL #361 RIGID ONE PIECE HIGH -IMPACT STAIN RESISTANT PVC COMPLETE UNDERSINK ADA KNEESPACE PROTECTIVE ENCLOSURE. ALL PIECES SHALL BE WHITE IN COLOR. DRINKING FOUNTAIN (DF -1) HANDICAPPED.• FIXTURE.' HAL SEY TAYLOR MODEL HACFSDBL LAY SS, SELF-CONTAINED TWO LEVEL WHEELCHAIR NON-REFRIGERA TED DRINKING FOUNTAIN, WALL MOUNTED, WALL MOUNTING BRACKETS, ONE-PIECE HACKSPLASH AND BASIN IS FOL ISHED TO A L USTROUS SA TIN FINISH, STAINLESS STEEL PANELS WITH SATIN FINISH, SELF- CLOSING PUSH -BAR CONTROL LOCATED FRONT AND SIDES' OF UNI T, 36 1/4 "x 18 5/8 " PROJECTION OF UNI T OUT FROM WALL, SUPPL IES.' 1/2 " COLD WA TER WI TH CONCEALED STOP W17-HWHEEL HANDLE, 1/2 " CHROME PLA TED FLEXIBLE BRASS RISER, HEIGHT' MOUNT CEN TERL INE OF LOWER UNIT ORIFICE A T 34 1/8 " ABOVE FINISH FLOOR. WASTE.' 1 1/2 " 17 GAUGE CHROME PLA TED BRASS ADJUSTABLE P -TRAP WI TH CLEANOUT PL UG, 1 1/2 " CHROME PLA TED BRASS WASTE TO WALL, CONCEALED IN UNIT. ACCESSORIES.• HALSEY TAYLOR MODEL 42522 OPTIONAL CAIN TOUCH APRON TO BE PROVIDED ON HIGH MOUNTED WA TER COOLER TO PROVIDE THE MANDATORY 27" FLOOR TO UNDERSIDE REQUIREMENT OF THE AMERICANS WI TH DISABIL I TIES ACT (A. D. A. ) . PROVIDE APRON ONL Y WHEN COOLER IS MOUNTED ON AN EXPOSED WALL. APRON NOT REQUIRED WHEN COOLER IS MOUNTED IN AN ALCOVE. FLOOR MOP SINK (FUS- 1): FIXTURE.- FIA T #MSB -2424 24 " X 24 " X 10 " WI TH PLA IN CURBS, SHOULDERS SHALL BE NOT LESS THAN 1 " WIDE, STAINPROOF, CRASHPROOF, FINISHED ON ALL FOUR SIDES, FACTORY -INSTALLED DRAIN BODY, VINYL BUMBERGUARD #E -77A, STAINLESS STEEL WALL GUARD. FAUCET. FIAT #830 -AA MOP -SERVICE SINK FI TTING, SPOUT WI TH BUCKET HOOK 3/4 " HOSE THREAD END, VACUUM BREAKER ADJUSTABLE TDP BRACE, INLETS ON 8" CENTERS, POLISHED CHROME FINISH, MOUNT SPOUT OUTLET 36 " ABOVE FINISHED FLOOR. SUPPL IES' #832 -AA HOSE AND WALL HOOK, 30 " LONG HOSE WI TH 3/4 " CHROME COUPLING, WALL BRACKET CHROME CAST BRASS, 24 " LONG WI TH 3 RUBBER SPRING LOADED GRIPS MOUNTED A T 48 " ABOVE FINISH FLOOR. WASTE.' DRAIN SHALL BE INTERGRAL STAINLESS STEEL COMBINA TION DOME STRAINER AND LINT BASKET, FACTORY -INSTALLED STAINLESS STEEL DRAIN BODY FOR A CAULKED LEAD CONNECTION NOT LESS THAN 1 " DEEP OR QDC--3 JOINT TO A 3" PIPE, CAST IRON P -TRAP, ROOF DRAIN (RD -1) FIXTURE. ZURN COMPANY SERIES Z-100, DURA-COA TED CAST IRON ROOF DRAIN, LOW SILHOUETTE FOL Y -DOME, NON -PUNCTURING CLAMP RING WI TH INTEGRAL GRA VEL STOP, LARGE SUMP WI TH WIDE ROOF FLANGE, BOTTOM OUTLET INSIDE CAULK OR SCREWED CONNECTION DECK CLAMPS, FLASHING RINGS AND 4 LB. LEAD FLASHING EXTENDING 24 " IN EACH DIRECTION FROM ROOF DRAIN, BRASS BOL TS HOLDING DOMES IN PLACE. STRAINER.- 12-1/2 " DIAMETER PDL Y -DOME. WASTE.' SIZE AS NOTED ON DRAWINGS. ROOF DRAIN (RD -2) FIXTURE.' ZURN COMPANY SERIES Z-187, 6"X7" SCUPPER DRAIN, DURA- COA TED CAST IRON BODY WI TH REVERIBLE BACK OR BOTTOM OUTLET, OBLIQUE AL UMINUM GRA TE WI TH 90 ° COMBINA TION FRAME AND MEMBRANE FLASHING CLAMP. STRA INER.• OBLIQUE ALUMINUM DRAIN. WASTE: SIZE AS NOTED ON DRAWINGS. OVERFLOW R06F DRAIN (ORD -1) FIXTURE' ZURN COMPANY SERIES Z-187, 6'x7" SCUPPER DRAIN DURA - COATED CAST IRON BODY WI TH REVERIBLE BACK OR BOTTOM OUTLET, OBL IQUE AL UMINUM GRA TE WI TH 90 ° COMBINA TION FRAME AND MEMBRANE FLASHING CLAMP. INSTALL DRAIN AT A HEIGHT TO ALLOW WA TER TO BUILD TO AN APFROXIMA TE DEPTH OF 2" AROUND DRAIN INLET. STRAINER.- OBLIQUE ALUMINUM DRAIN. WASTE.- SIZE AS NOTED ON DRAWINGS. PRESSLRE ACTI VA TED TRAP PRIMER" (TP -1) FIXTURE.' PRECISION PLUMBING PRODUCTS INC. MODEL P2-500, MACHINED OF CORROSION RESISTANT BRASS, CONTAINS NO SPRINGS OR DIAPHRAGMS, INLET 112- MALE NPT, OUTLET 112- FEMALE NPT. PRESSURE ACTI VA TED PRIMER DELIVERS POTABLE WATER ACROSS AN AIR GAP FUNNEL THEN THROUGH THE DISTRIBUTION UNIT WHEN IT SENSES A PRESSURE DROP OF 5 TO 10 P. S. I. G. MOUNTING HEIGHT. MINIMUM MOUNTING HEICHT OF 12" ABOVE FINISHED FLOOR WHEN FLOOR DRAIN SERVED IS 20 '-0 " OR LESS DEVELOPED LENGTH FROM UNIT, MOUNT AN ADDITIONAL 12" HIGHER FOR EACH ADDITIONAL 20'-0" OF LENGTH. MISC: DISTRIBUTION UNIT DU -,9 FOR 1 OR 2 TRAPS, DU -3 FOR 3 TRAPS, OR DU -4 FOR 4 TRAPS. PROVIDE AG -500 AIR GAP CONNECTION. FLOOR DRAIN (FD -1): FIXTURE.ZURN COMPANY SERIES ZN-4153-P, COATED CAST IRON FLOOR DRAIN, TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE, INVERTIBLE NON -PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET INSIDE CAULK CONNECTION, ADJUSTABLE ROUND SUPER-FLO STAINER, FLASHING CLAMP WI TH 24 'x24 " 4LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE. 112" TRAP PRIMER CONNECTION, STRA INER: ZURN COMPANY "TYPES ", 5 " DIAMETER NICKEL BRONZE FINISH. WASTE.- SIZE AS NOTED ON DRAWINGS, CAST IRON P --TRAP UNDER FLOOR. WALL HYDRANT (#H- I): FIXTURE- ZURN Z-1321, ECOL0TROL WALL HYDRANT w/CERAMIC DISC, EXPOSED, NON -FREEZE, ANTI -SIPHON, AUTOMATIC DRAINING, COPPER CASTING, ALL BRONZE INTERIOR PARTS, 1/2 TURN CERAMIC DISC CARTRIDGE AND COMBINA TION 3/4 " FEMALE LEAD FREE SOLDER AND 3/4 " MALE PIPE THREAD INLET. MOUNTING HEIGHT 18" ABOVE FINISHED FLOOR FINISH.' STAINLESS STEEL FACE WI TH OPERA TING KEY. WALL CLEANOUT (WCO).• FIXTURE.' ZURN COMPANY #Z-1446, COATED CAST IRON CLEANOUT TEE, NO - HUE CONNECTION, BRONZE PLUG. Co VER, ROUND STAINLESS STEEL WALL ACCESS COVER WITH SCREW, ELECTRICAL HOT WATER HEATERS 1�1 YMBOL_:S� LOCATION KW P L U M B I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTION HWH-1 SANITARY DRAIN ABOVEGROUND ----F —Co FLOOR CLEAN OUT — — SANITARY DRAIN BELOWGROUND �U0 GRADE CLEAN OUT — -GWS GREASE WASTE BELOWGROUND ---I CLEAN OUT — VENT LINE VTR VENT THROUGH ROOF S— STORM DRAIN ABOVEGROUND z <0 VACUUM BREAKER = s STORM DRAIN BELOWGROUND ---{ja---•• BALL VALVE -- COLD WATER (CW) Z m o GLOBE VALVE ---- HOT WATER (HW) 00 CHECK VALVE G GAS LINE z� ®� PRESSURE REGULATING VALVE (PRV> -- +k UNION Z m� 12@ (D —�y—{-- STRAINER --® -- PRESSURE RELIEF VALVE 4— DOMESTIC WATER METER ® D—I DRAIN AND MARK -- {}--- MIXING VALVE ©RD ROOF DRAIN —0-- GAS COCK ODS DOWN SPOUT F FIRE MAIN V.C.P. VITRIFIED CLAY PIPE H WH WALL HYDRANT C.I. CAST IRON -+----.D VALVE IN RISE LE, INVERT ELEVATION WCDOI WALL CLEAN OUT N.LT.C. NUT IN THIS CONTRACT ELECTRICAL HOT WATER HEATERS MARK LOCATION KW GAL/HR O 90 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE HWH-1 JAN 109 4.5 20.5 208 SINGLE 1 10 GALLONS A.O. SMITH MODEL NO. DEL -10 EXPANSION TANKS MARK LOCATION SERVES CAPACITY (GALLONS) WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET -1 JAN 109 DOM. HW 2.0 150 12 5/8"Ox8" AMTROL MODEL ST -5 * CONTRACTOR SHALL ADJUST PRE -CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. COPYRIGHT (c) 2006 CALLISON ARCHITECTU PERMIT SET JANUARY 23, 2006 Plumbing Specifications & Schedules Pm612 J T— o 3 �G W �C: a Zcc� Z O j .c F -Q Woo w 70Z 7fCo � CF) Ir CO J z <0 ZW o �NW E 0) c c cQ L0 O � '= Z m o ZQ cnvv o 0 00 t 1 0 tU N UECo Ju- a) z� ®� � � Y � E v=� 8 �� Z m� 12@ (D V d to IF– U. ~ p CO = o ro °)) m m W U CV cn (nm N N g o o E v)cv) O Z�= 0(-)(-) F- LL PERMIT SET JANUARY 23, 2006 Plumbing Specifications & Schedules Pm612 U Z J W � Z �' N 0 Woo 7fCo .... CF) J n 4� o ZW .J E 0) c c cQ L0 O � '= V ZQ cnvv o 0 N N Mn Boa Ju- a) z� N N N V d to IF– U. PERMIT SET JANUARY 23, 2006 Plumbing Specifications & Schedules Pm612 J � 0 (4 ZW 0) 0 Boa z� CV Z�= (}®ry oc Lu Q° to 0 p z z Z Cn Q v W W Q F-- ISSUED I REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Plumbing Specifications & Schedules Pm612 A F L1 -17 - CONTACTOR ENCLOSURE MDP -29, VIA CONTACTOR #. NOTE 10 MDP -1, (30 #10 WIRE) A- 6 POWER PLAN SCALE: 1/4" = 1'-0" GLA6`?AL POWER NOTES: A . ALL CA TALOG NUMBERS LISTED ARE HUBBELL UNLESS NOTED OTHERWISE. EQUALS ARE ACCEPTABLE UPON APPROVAL, B. ALL FLOOR BOXES SHALL BE LOCATED AS DIMENSIONED ON ARCHITECTURAL DRAWINGS. C. PROVIDE (1) HUBBELL CAST IRON LARGE CAPACITY FLOOR BOX CATALOG # LCFBCA, WITHOUT COVER AND CARPET FLANGE, FOR ALL LOCATIONS AT WHICH POWER NOTES BEL OW REFERENCE THIS GENERAL NOTE. SOL IDL Y ANCHOR BOX PRIOR TO CONCRETE POUR. ATTACH CONDUITS TO HOUSING WITH CONCRETE TIGHT FITTINGS. INSTALL BOX LEVEL AND AT DEPTH TO FACIL I TA TE FL USH MOUNTING OF FUTURE COVER PLA TES. D. PROVIDE (1) HUBBELL CAST IRON LARGE CAPACITY FLOOR BOX CATALOG # LCFBCA, WI TV #LCFBCBKA COVER AND CARPET FLANGE, FOR ALL LOCA TIONS A T WHICH POWER NOTES BELOW REFERENCE THIS GENERAL NOTE. SOL IDL Y ANCHOR BOX PRIOR TO CONCRETE POUR. ATTACH CONDUITS TO HOUSING WI TH CONCRETE TIGHT FITTINGS. INSTALL BOX LEVEL AND AT DEPTH TO FA CIL I TA TE FL USH MOUNTING OF FUTURE COVER PLA TES. E. COORDINATE ALL DEVICE LOCATIONS WITHIN CASEWORK WITH ARCHITECTURAL DRAWINGS. POWER NOTES: 1. PROVIDE (1) L 5-JOR RECEPTACLE WITH SURFACE MOUNTED SACKSOX ON BACK OF DA TA RACK WI TV EXPOSED CONDUI T ROUTED ON RACK SUPPORT TO ✓UNCTION BOX AT WALL. SEE 1/E--511. 2. PROVIDE (4) DUPLEX RECEPTACLES MOUNTED A T DIFFERENT HEIGHTS ON SECURITY BACKBOARD, SEE NOTE 2 ON SHEET E-121. (1) FOR G. C.E. S. CONTROLS, (2) FOR CAMERAS AND (1) FOR A.D. T. SYSTEM. COORDINATE MOUNTING HEIGHTS WITH THE EQUIPMENT CONTRACTORS, SEE SECURITY BACKBOARD ELEVA TION ON SHEET E-511. (2) DUPLEX RECEPTACLES PER CIRCUIT SHOWN ON PLAN, J. PROVIDE (1) J14" FLEXIBLE CONDUIT DOWN WALL, STUB OUT A T -,22" AND EXTEND, CONCEALED IN MILLWORK RACEWA Y. INSTALL DEVICES A T LOCA TIONS SHOWN AND TERMINA TE FLEXIBLE CONDUI T A T BACKBOXES. REFER TO ARCHITECTURAL DRAWINGS, FOR DIMENSIONED L OCA TIONS OF MILLWORK. 4. PROVIDE (1) #6 AWG GROUND WIRE FROM PANEL "L2'" GROUNDING BUS r0 EQUIPMENT RACK LOCA TION, WITH COILED WIRE FOR FUTURE CONNECTION TO RACK GROUND BARS. 5. PROVIDE (4) DUPLEX RECEPTACLES STACKED AT *6", -,'12", -1-18" AND 1-24 ", FOR EACH LOCATION SHOWN, AS NOTED, TYPICAL OF 2 LOCATIONS UNDER DRI VE-THRU TELLER COUNTER. RECEPTACLES TO SERVE DRI VE-THRU EQUIPMENT CORD AND PLUG CONNECTIONS. COORDINATE MOUNTING LOCATIONS WITH DIEBOLD EQUIPMENT INSTALLER, PRIOR TO ROUGH -IN. 6. DUCT SMOKE DETECTOR ON SUPPL Y SIDE DUCT AND SHUTDOWN RELA Y SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLA TION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. PROVIDE REMOTE CONTROL ALARM TEST/RESET STA TION WI TH AUDIBLE/VISUAL ALARM AND TROUBLE FUNCTIONS A T +72 " A. F. F., LOCA TED IN WORKROOM. MANUFACTURER.- SYSTEM SENSOR, CA TALOG NO.: SSK451 WITH ADD-ON P524LO STROBE AND PS 12124SLENSW "SMOKE" LENS, OR EQUAL. KEY SHALL BE PLACED IN REMOTE ALARM STATION KEYHOLE FOR THE OWNER'S USE. 7. SEE GENERAL NOTE C FOR FLOORSOX. PROVIDE (2) DESIGNATED DUPLEX RECEPTACLES AND (2) DUPLEX RECEPTACLES, SEE PLAN FOR CIRCUI TING TO EACH BOX, ALL DESIGNATED DUPLEX RECEPTACLES ON ONE DESIGNA TED COMPUTER CIRCUIT AND ALL OTHER DUPLEX RECEPTACLES ON ANOTHER CIRCUIT. FLOORBOX SHALL ALSO BE PROVIDED WITH (1) 2 PORT TELECOMMUNICA TIONS DEVICE AND (1) SECURI TY DEVICE CONNECTION. 8. CONTRACTOR SHALL SAW -CUT FLOOR, AS REQUIRED, TO INSTALL CONDUIT AS SHOWN. COORDINATE CONDUIT L OCA TIONS PRIOR TO SLAB PLACEMENT FOR NEW SITES. CONDUITS REQUIRED FOR THE FLOOR BOXES SHALL BE LOCATED BELOW THE FLOOR SLAB. SEE ARCHITECTURAL DRAWINGS AND SPECIFICA TIONS. .9. PROVIDE TAMPER -PROOF RECEPTACLE MOUNTED HORIZONTALL Y AT +24 " ABOVE FINISHED FLOOR, r0 CENTER OF DEVICE. DEVICE SHALL BE LEVI TON #8200 -SCI, OR EQUAL. 10. PROVIDE JUNCTION BOX IN ACCESSIBLE CEILING/CANOPY SPACE OR BEHIND PARAPET WITH 20 AMP FUSIBLE SWITCH TO DISCONNECT SIGNAGE POWER. EXTEND WIRING THROUGH WALL TO SIGNAGE LOCA TION. ✓UNCTION BOX SHALL BE MOUNTED WI THIN 5'-0" OF CONNECTION TO EXTERIOR SIGNAGE, COORDINATE ALL LOCATIONS WITH OWNER'S SIGNAGE VENDOR. 11. PROVIDE TAMPER -PROOF RECEPTACLE, LEVI TON #8200 -SCI, OR EQUAL. 12. SEE GENERAL NOTE C FOR FLOORBOX. PROVIDE (2) DUPLEX RECEPTACLES AND (1) 4 PORT TELECOMMUNICA TIONS DEVICE. I. SEE GENERAL NOTE C FOR FLOORBOX. PROVIDE (2) DUPLEX RECEPTACLES AND (1) 2 PORT TELECOMMUNICA TIONS DEVICE. 14. SEE GENERAL NOTE C FOR FLOORBOX. PROVIDE (2) DUPLEX RECEPTACLES, (1) OF WHICH SHALL BE h5D DUPLEXON ONE CIRCUIT. FLOORSOX S LLSICNA ALSO BE PROVIDEDECEPTACLE WITH (1) 2 PORT TELECOMMUNICATIONS DEVICE AND (1) SECURITY DEVICE CONNECTION. 15, SEE GENERAL NOTE C FOR FLOORBOX. PROVIDE (4) DUPLEX RECEPTACLES, (2) OF WHICH SHALL BE DESIGNA TED DUPLEX RECEPTACLES ON ONE CIRCUIT. FLOORBOX SHALL ALSO BE PROVIDED WITH (2) 3 PORT TELECOMMUNICA TIONS DEVICES, 16, SEE GENERAL NOTE C FOR FLOORSOX. PROVIDE (2) DESIGNATED DUPLEX RECEPTACLES AND (2) DUPLEX RECEPTACLES, SEE PLAN FOR CIRCUITING TO EACH BOX, ALL DESIGNA TED DUPLEX RECEPTACLES ON ONE DESIGNA TED COMPUTER CIRCUIT AND ALL OTHER DUPLEX RECEPTACLES ON ANOTHER CIRCUIT. FLOORBOX SHALL ALSO BE PROVIDED WITH (1) 4 PORT TELECOMMUNICA TIONS DEVICE AND (2) SECURITY DEVICE CONNECTIONS. 17. SEE GENERAL NOTE D FOR FLOORBOX. PROVIDE (2) DESIGNATED DUPLEX RECEPTACLES AND (2) DUPLEX RECEPTACLES, SEE PLAN FOR CIRCUITING TO EACH BOX, ALL DESIGNA TED DUPLEX RECEPTACLES ON ONE DESIGNA TED COMPUTER CIRCUIT AND ALL OTHER DUPLEX RECEPTACLES ON ANOTHER CIRCUIT, FLOORBOX SHALL ALSO BE PROVIDED WITH (1) 2 PORT TELECOMMUNICATIONS DEVICE AND (1) SECURITY DEVICE CONNECTION. O F- rn ,c moo ZcC 0;-Z Z Lu U1� QOM o3Nc� W 0 J 00 Z N 0 11 W 0 0 N Irl It co E 0 CD oco J 1:� C Z 12 LU (p t o -0 G�z o R 2 F0 L0 0 C�� W s t� a > N coo cNo c Q o to N N aooE-T-T r a 0 � ZOU)WQ OU m 0 LL _ JLL �cQcfl o W J Z N 0 11 W 0 0 N Irl It co 0 D J 1:� C W o R 2 F0 L0 tolL t� a > N coo cNo c Q o N r a 0 � ZOU)WQ F- �o _ JLL �cQcfl o z U) m. Z Lu JN �ioCOo V) d o N N M00 (�� J Q 0 D LL Z W N tolL J N r a 0 � ZOU)WQ F- �o _ () �0 Qom. z U) m. Z Lu V) W 0 rY a F_ °- F E D C I A 2 3 4 5 6 7 8 A. ALL CONDUITS FOR SECURITY EQUIPMENT SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. B. LOW VOLTAGE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT LOCATION OF ALL SECURITY EQUIPMENT CAMERAS, DOUBLE SQUEEZE BUTTONS, ETC., PRIOR TO BEGINNING WORK. C. DEVICES SHOWN ON THIS SHEET ARE ROUGH—IN ONLY, TO BE LOCATED AT +18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. D. THE TERMINATION OF CABLES AND INSTALLATION OF ALL SECURITY DEVICES AND FINAL CONNECTION OF SURVEILLANCE/SECURITY EQUIPMENT SHALL BE PROVIDED BY OWNER SECURITY VENDOR (ADT). E. CONDUITS FOR CABLING MAY BE STUBBED ABOVE ACCESSIBLE CEILING WHEN PLENUM RATED CABLING IS UTILIZED. CONFIRM ACCEPTABLE WITH LOCAL AUTHORITIES. F. ALL CONDUITS FOR DATA/VOICE CABLING SHALL BE PROVIDED WITH NYLON BUSHINGS AT CONDUIT STUBS, TO PREVENT DAMAGE TO CABLES WHEN PULLED. G. COORDINATE ALL DEVICE LOCATIONS WITHIN CASEWORK WITH ARCHITECTURAL DRAWINGS, { SEE SHEET E-122 FOR DRIVE—THRU WORK j ...... r,l.,, ... .... ... .,..,.. .. , .........._ r ; { 1 12 _. ..... ....... ... w... _ ... . 2 8 $ 8 _ 8 $,.1. 12 12 k................. f{.. E {, , DC DC 1lV f - D FE 1077, 13 DC D if i AY , SA � .,'• f_._..,.o , " 1. , �'� a �..o- �..- 3 tia ;;x; .. -i. :... k ..� _r. l I f -Ji 1 j ff 7 'a 4 ,8# i ' ;7'T # ` E I..'. e,•...:. a. ... ..... ..__.. ._._._._.... .. ,...... ��. ?,'B` 4 ��al� : 18+ {1!, I, 16 I�, Ire � � DS � s DC , , f +48" � SIL+54' , S, SM 12 i : ry SECURITY , I ,i� I Ir14'� \„i tt.�' ��,`;kt`` _ .11,.. E BAC OARD .4 ! l i 1{ f SIL 4 114 E. ti i f E DAY SAFE h , € L,6 CAMERA W E_. 1 \ ry +%2„ 4 � +54, i, i I �.� �'�.�€:::_. �....._� .Ii j•' _. � E E ___. � � ii ��// +4-5"15 1,2p; ft2 EE_ g G 12 1 [�7 $ (1)1 C TELECOM i. /�. (1)1-1/4 C SECURITY I ( (6)1 7C TELECOM (5)1,—,!1/4!'C - 1 /4" C SECURITY , ("� _ +54 7 rl f� f f \ 1 10 '' I ! ,(1)1"C TELECOM �i i (1)1-1/4% SECURITY— Ii r� (1) 1"C � /(1)1"C TELECOM .. (1)1-1/4C " i' SECURITY TELECOM i t � �.._ , E . l L I ', I� ,.. I!t( +54"�. +54" I - • yin (1)1"C TELECOM' !� ''!,•:, )............. ......:(1)1-1/4% SECURITY <11 (1)1"C TELECOM +44' 9 16 PROVIDE (1) 2" CONDUIT, WITH 1/4!' PULL ROPE, FROM BUILDING MPOE TO TOP OF BACKBOARD IN TELECOMMUNICATIONS ROOM, FOR EXTENSION OF DEMARCATION POINT. ASSUME 250' FOR BIDDING PURPOSES ONLY. VERIFY EXACT LENGTH PRIOR TO BEGINNING WORK. R:> PROVIDE CONDUIT IN FLOOR SLAB, WITH PULL STRING, FOR INSTALLATION OF LOW VOLTAGE SYSTEMS CABLING BY OTHERS. ROUTE CONDUIT FROM FLOOR BOX, UP THROUGH WALL CAVITY, TO ACCESSIBLE CEILING SPACE. 13::� ELECTRICAL TO PROVIDE (2) 3/4" CONDUITS, WITH PULLSTRING, ABOVE INACCESSIBLE CEILING TO DOOR HEADER LOCATIONS ON EACH SIDE OF DOORS. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH—IN, LOW VOLTAGE CONTRACTOR TO PROVIDE SECURITY WIRING, (12 VOLT) FROM SECURITY BACKBOARD, TO DOOR LOCATION FOR EXTENSION TO CARD READER LOCATION AND FINAL CONNECTIONS AT SECURITY BACKBOARD. GENERAL CONTRACTOR TO EXTEND WIRING, THROUGH MULLIONS, FROM DOOR HEADER LOCATION TO MAGNETIC DOOR LOCK DEVICES AND CARD READER LOCATIONS. SECURITY IS RESPONSIBLE FOR ALL CABLE TERMINATIONS. MAGNETIC DOOR LOCKS TO BE INTERLOCKED WITH CARD READER AND SECURITY KEYPAD ALARM SYSTEM. CRASH BARS TO BE WIRED, COMMON AND NORMALLY CLOSED. THE DOORS SHALL UNLOCK AUTOMATICALLY WHEN POWER TO THE SYSTEMS IS LOST; AND/OR WHEN PRESENT, PROTECTIVE SIGNALING SYSTEMS ARE ACTIVATED. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE PROTECTIVE SYSTEMS ARE MANUALLY SET. COORDINATE ALL REQUIREMENTS WITH SECURITY AND FIRE ALARM CONTRACTORS. IF FIRE ALARM SYSTEM INTERFACE iS REQUIRED, PROVIDE A NORMALLY CLOSED DRY CONTACT FIRE ALARM RELAY FOR INTERFACE TO MAGNETIC DOOR LOCK SYSTEM, DOOR LOCK SYSTEM WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL FURNISH AND INSTALL THE RELAY, ON SECURITY BACKBOARD, WHICH SHALL OPEN UPON ACTIVATION OF THE FIRE ALARM. SEE DETAIL 2 ON SHEET E-502 FOR MORE INFORMATION. 4 PROVIDE JUNCTION BOX AT THE TOP OF DOOR JAMB FOR DOOR SECURITY CONTACT. PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. SEE DETAIL 1 ON SHEET E-502 FOR MORE INFORMATION. ROUGH—IN AT 8" HORIZONTALLY FROM SECURITY DOOR JAMB. COORDINATE SIZE OF KEYPAD AND COVER WITH SECURITY CONTRACTOR. P____> PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH—IN LOCATION TO BE DIRECTLY CENTERED OVER LIGHT SWITCH. '7�—.. SECURITY CAMERA LOCATION. PROVIDE BACKBOX. AS REQUIRED BY SECURITY CONTRACTOR (ADT). PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM. CABLING BY OTHERS. SEE DETAIL 5 ON SHEET E-501 FOR ADDITIONAL INFORMATION. to FUTURE SECURITY CAMERA LOCATION. PROVIDE BACKBOX WITH FLUSH COVER TO MATCH CEILING COLOR, AS REQUIRED BY SECURITY CONTRACTOR (ADT). 11 PROVIDE (2) 4" CONDUIT SLEEVES DOWN FROM ACCESSIBLE CEILING SPACE TO CABLE TRAY ABOVE BACKBOARD LOCATION FOR TELECOMMUNICATIONS CABLING BY OTHERS. COORDINATE WITH CABLING CONTRACTOR. 12 PROVIDE SINGLE GANG JUNCTION BOX, FOR INSTALLATION OF LOW VOLTAGE CABLING BY OTHERS, AND 1" CONDUIT WITH PULL STRING, CONCEALED IN WALL, FROM DEVICE LOCATION TO ACCESSIBLE CEILING SPACE. 13 PROVIDE SINGLE GANG JUNCTION BOX, FOR INSTALLATION OF LOW VOLTAGE CABLING BY OTHERS, AND 1" CONDUIT WITH PULL STRING, CONCEALED IN WALL, FROM DEVICE LOCATION TO ACCESSIBLE CEILING SPACE. WIRING FOR FINAL CONNECTION, FROM DEVICE LOCATION AT WALL TO EQUIPMENT TERMINATION, SHALL BE CONCEALED IN FLEXIBLE METAL CONDUIT. 14 PROVIDE SURFACE --MOUNTED BACKBOX FOR TELECOMMUNICATIONS DEVICE AT THIS LOCATION. 15 PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH—IN TO BE AT A MINIMUM OF 6" FROM ANY OTHER DEVICE LOCATION, AND 18 OFF DOOR JAMB WHERE APPLICABLE. is PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH -IN AT +22" ABOVE FINISHED FLOOR. 0 LOW VOLTAGE SYSTEM SYMBOLS W jo� SECURITY CAMERA (WITH DOME) o DC SECURITY DEVICE CONNECTION FC -R-1 SECURITY CARD READER LIMA - FUTURE SECURITY CAMERA (WITH DOME) Z OJ SECURITY MAGLOCK/DOOR .'STRIKE ® WIRELESS HOLD UP DEVICE QS SECURITY KEYPAD 0 DATA/VOICE DEVICE LOCATION — PLASTER RING SM SECURITY MOTION DETECTOR N DATA/VOICE DEVICE LOCATION — JUNCTION BOX/ BACKBOX WITH CONDUIT DS SECURITY DOOR SWITCH/CONTACT 1. t .. BOX DATA/VOICE DEVICE SIL SECURITY INDICATOR LIGHTFLOOR CID z Lu 7 8 A. ALL CONDUITS FOR SECURITY EQUIPMENT SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. B. LOW VOLTAGE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT LOCATION OF ALL SECURITY EQUIPMENT CAMERAS, DOUBLE SQUEEZE BUTTONS, ETC., PRIOR TO BEGINNING WORK. C. DEVICES SHOWN ON THIS SHEET ARE ROUGH—IN ONLY, TO BE LOCATED AT +18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. D. THE TERMINATION OF CABLES AND INSTALLATION OF ALL SECURITY DEVICES AND FINAL CONNECTION OF SURVEILLANCE/SECURITY EQUIPMENT SHALL BE PROVIDED BY OWNER SECURITY VENDOR (ADT). E. CONDUITS FOR CABLING MAY BE STUBBED ABOVE ACCESSIBLE CEILING WHEN PLENUM RATED CABLING IS UTILIZED. CONFIRM ACCEPTABLE WITH LOCAL AUTHORITIES. F. ALL CONDUITS FOR DATA/VOICE CABLING SHALL BE PROVIDED WITH NYLON BUSHINGS AT CONDUIT STUBS, TO PREVENT DAMAGE TO CABLES WHEN PULLED. G. COORDINATE ALL DEVICE LOCATIONS WITHIN CASEWORK WITH ARCHITECTURAL DRAWINGS, { SEE SHEET E-122 FOR DRIVE—THRU WORK j ...... r,l.,, ... .... ... .,..,.. .. , .........._ r ; { 1 12 _. ..... ....... ... w... _ ... . 2 8 $ 8 _ 8 $,.1. 12 12 k................. f{.. E {, , DC DC 1lV f - D FE 1077, 13 DC D if i AY , SA � .,'• f_._..,.o , " 1. , �'� a �..o- �..- 3 tia ;;x; .. -i. :... k ..� _r. l I f -Ji 1 j ff 7 'a 4 ,8# i ' ;7'T # ` E I..'. e,•...:. a. ... ..... ..__.. ._._._._.... .. ,...... ��. ?,'B` 4 ��al� : 18+ {1!, I, 16 I�, Ire � � DS � s DC , , f +48" � SIL+54' , S, SM 12 i : ry SECURITY , I ,i� I Ir14'� \„i tt.�' ��,`;kt`` _ .11,.. E BAC OARD .4 ! l i 1{ f SIL 4 114 E. ti i f E DAY SAFE h , € L,6 CAMERA W E_. 1 \ ry +%2„ 4 � +54, i, i I �.� �'�.�€:::_. �....._� .Ii j•' _. � E E ___. � � ii ��// +4-5"15 1,2p; ft2 EE_ g G 12 1 [�7 $ (1)1 C TELECOM i. /�. (1)1-1/4 C SECURITY I ( (6)1 7C TELECOM (5)1,—,!1/4!'C - 1 /4" C SECURITY , ("� _ +54 7 rl f� f f \ 1 10 '' I ! ,(1)1"C TELECOM �i i (1)1-1/4% SECURITY— Ii r� (1) 1"C � /(1)1"C TELECOM .. (1)1-1/4C " i' SECURITY TELECOM i t � �.._ , E . l L I ', I� ,.. I!t( +54"�. +54" I - • yin (1)1"C TELECOM' !� ''!,•:, )............. ......:(1)1-1/4% SECURITY <11 (1)1"C TELECOM +44' 9 16 PROVIDE (1) 2" CONDUIT, WITH 1/4!' PULL ROPE, FROM BUILDING MPOE TO TOP OF BACKBOARD IN TELECOMMUNICATIONS ROOM, FOR EXTENSION OF DEMARCATION POINT. ASSUME 250' FOR BIDDING PURPOSES ONLY. VERIFY EXACT LENGTH PRIOR TO BEGINNING WORK. R:> PROVIDE CONDUIT IN FLOOR SLAB, WITH PULL STRING, FOR INSTALLATION OF LOW VOLTAGE SYSTEMS CABLING BY OTHERS. ROUTE CONDUIT FROM FLOOR BOX, UP THROUGH WALL CAVITY, TO ACCESSIBLE CEILING SPACE. 13::� ELECTRICAL TO PROVIDE (2) 3/4" CONDUITS, WITH PULLSTRING, ABOVE INACCESSIBLE CEILING TO DOOR HEADER LOCATIONS ON EACH SIDE OF DOORS. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH—IN, LOW VOLTAGE CONTRACTOR TO PROVIDE SECURITY WIRING, (12 VOLT) FROM SECURITY BACKBOARD, TO DOOR LOCATION FOR EXTENSION TO CARD READER LOCATION AND FINAL CONNECTIONS AT SECURITY BACKBOARD. GENERAL CONTRACTOR TO EXTEND WIRING, THROUGH MULLIONS, FROM DOOR HEADER LOCATION TO MAGNETIC DOOR LOCK DEVICES AND CARD READER LOCATIONS. SECURITY IS RESPONSIBLE FOR ALL CABLE TERMINATIONS. MAGNETIC DOOR LOCKS TO BE INTERLOCKED WITH CARD READER AND SECURITY KEYPAD ALARM SYSTEM. CRASH BARS TO BE WIRED, COMMON AND NORMALLY CLOSED. THE DOORS SHALL UNLOCK AUTOMATICALLY WHEN POWER TO THE SYSTEMS IS LOST; AND/OR WHEN PRESENT, PROTECTIVE SIGNALING SYSTEMS ARE ACTIVATED. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE PROTECTIVE SYSTEMS ARE MANUALLY SET. COORDINATE ALL REQUIREMENTS WITH SECURITY AND FIRE ALARM CONTRACTORS. IF FIRE ALARM SYSTEM INTERFACE iS REQUIRED, PROVIDE A NORMALLY CLOSED DRY CONTACT FIRE ALARM RELAY FOR INTERFACE TO MAGNETIC DOOR LOCK SYSTEM, DOOR LOCK SYSTEM WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL FURNISH AND INSTALL THE RELAY, ON SECURITY BACKBOARD, WHICH SHALL OPEN UPON ACTIVATION OF THE FIRE ALARM. SEE DETAIL 2 ON SHEET E-502 FOR MORE INFORMATION. 4 PROVIDE JUNCTION BOX AT THE TOP OF DOOR JAMB FOR DOOR SECURITY CONTACT. PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. SEE DETAIL 1 ON SHEET E-502 FOR MORE INFORMATION. ROUGH—IN AT 8" HORIZONTALLY FROM SECURITY DOOR JAMB. COORDINATE SIZE OF KEYPAD AND COVER WITH SECURITY CONTRACTOR. P____> PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH—IN LOCATION TO BE DIRECTLY CENTERED OVER LIGHT SWITCH. '7�—.. SECURITY CAMERA LOCATION. PROVIDE BACKBOX. AS REQUIRED BY SECURITY CONTRACTOR (ADT). PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM. CABLING BY OTHERS. SEE DETAIL 5 ON SHEET E-501 FOR ADDITIONAL INFORMATION. to FUTURE SECURITY CAMERA LOCATION. PROVIDE BACKBOX WITH FLUSH COVER TO MATCH CEILING COLOR, AS REQUIRED BY SECURITY CONTRACTOR (ADT). 11 PROVIDE (2) 4" CONDUIT SLEEVES DOWN FROM ACCESSIBLE CEILING SPACE TO CABLE TRAY ABOVE BACKBOARD LOCATION FOR TELECOMMUNICATIONS CABLING BY OTHERS. COORDINATE WITH CABLING CONTRACTOR. 12 PROVIDE SINGLE GANG JUNCTION BOX, FOR INSTALLATION OF LOW VOLTAGE CABLING BY OTHERS, AND 1" CONDUIT WITH PULL STRING, CONCEALED IN WALL, FROM DEVICE LOCATION TO ACCESSIBLE CEILING SPACE. 13 PROVIDE SINGLE GANG JUNCTION BOX, FOR INSTALLATION OF LOW VOLTAGE CABLING BY OTHERS, AND 1" CONDUIT WITH PULL STRING, CONCEALED IN WALL, FROM DEVICE LOCATION TO ACCESSIBLE CEILING SPACE. WIRING FOR FINAL CONNECTION, FROM DEVICE LOCATION AT WALL TO EQUIPMENT TERMINATION, SHALL BE CONCEALED IN FLEXIBLE METAL CONDUIT. 14 PROVIDE SURFACE --MOUNTED BACKBOX FOR TELECOMMUNICATIONS DEVICE AT THIS LOCATION. 15 PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH—IN TO BE AT A MINIMUM OF 6" FROM ANY OTHER DEVICE LOCATION, AND 18 OFF DOOR JAMB WHERE APPLICABLE. is PROVIDE PLASTER RING, WITH PULL STRING TO ACCESSIBLE CEILING SPACE, FOR INSTALLATION OF LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUGH -IN AT +22" ABOVE FINISHED FLOOR. 0 .j 44 0 a 19 0 L6 ®' WCD o -.1 : 1 , '. E c Z Ll o 0 W ` r N g 1. 0 0 > LL z cr) CID z Lu P Z LU E C G y •Cl) Q t7 qq An V Q) o� s w � co IDtnco U N tf8 ' m U N 9x In Q 0 ai �k c Q Qui U .j 44 0 a 19 0 L6 ®' WCD o -.1 : 1 , '. E Z Ll o W ` r N 1. 0 0 > LL z cr) CID z Lu 0 LU C ISSUED / REVISED DATE PERMIT SET 1-23-06 PERMIT SET JANUARY 23, 2006 Low Voltage System Plea A 0 LOW VOLTAGE SYSTEM SYMBOLS %-\,I v k-MIVI r_r_%M j0 5 FLAG NOTES k.1t_1v UIAIVILMA FUTURE SECURITY CAMERA (WITH DOME) LN SECURITY MAGLOCK/DOOR STRIKE 4 Ir - L ..... . .. . A ............ .. . .. E. Cvlliuulll.,) rvrl%CABLINGMAY BE JIU00r-u ABOVE ACCESSIBLE CEILING WHEN PLENUM RATED CABLING IS UTILIZED. CONFIRM ACCEPTABLE WITH LOCAL AUTHORITIES. F. ALL CONDUITS FOR DATA/VOICE CABLING SHALL BE PROVIDED WITH NYLON 0HQL_11K1(-%Q AT OCWF)"IT Q-rHDQ TO 0DM/C"K1-r r)AKAAOU TO CABLES WHEN PULLED, G. COORDINATE ALL DEVICE LOCATIONS WITHIN CASEWORK WITH ARCHITECTURAL DRAWINGS. 0 LOW VOLTAGE SYSTEM SYMBOLS %-\,I v k-MIVI r_r_%M j0 Y T LAN NOTES FLAG NOTES k.1t_1v UIAIVILMA FUTURE SECURITY CAMERA (WITH DOME) LN SECURITY MAGLOCK/DOOR STRIKE 4 Ir - L ..... . .. . A. ALL CONDUITS FOR SECURITY EQUIPMENT SHALL BE 1" MINIMUM . ...... SM SECURITY MOTION DETECTOR co D 0) DATA/VOICE DEVICE LOCATION — JUNCTION BOX/ BACKBOX WITH CONDUIT UNLESS OTHERWISE NOTED. SECURITYSECURITY DOOR SWITCH/CONTACT PROVIDE CONDUIT, WITH PULL -STRING, FOR INSTALLATION OF FLOOR BOX DATA/VOICE DEVICE I SIL SECURITY INDICATOR LIGHT I c:0 0 Ix LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUTE CONDUIT W +1 B. LOW VOLTAGE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL UNDERGROUND FROM ACCESSIBLE CEILING SPACE TO ATM CD CONTRACTOR FOR EXACT LOCATION OF ALL SECURITY EQUIPMENT LOCATION. STUB UP CONDUIT AND CAP. VERIFY EXACT LOCATION a) -C 11 1 CAMERAS, DOUBLE SQUEEZE BUTTONS, ETC., PRIOR TO BEGINNING PRIOR TO BEGINNING WORK. > WORK. 0 < R �> PROVIDE CONDUIT, WITH PULL STRING, FOR INSTALLATION OF 0 C) C. DEVICES SHOWN ON THIS SHEET ARE ROUGH—IN ONLY, TO BE LOW VOLTAGE SYSTEM CABLING BY OTHERS. ROUTE CONDUIT LOCATED AT +16' ABOVE FINISHED FLOOR UNLESS OTHERWISE UNDERGROUND FROM DRIVE—THRU CUSTOMER UNIT TO JUNCTION El NOTED. BOX BELOW COUNTER AT DRIVE—THRU TELLER LOCATION. VERIFY W fa 4-1 D. THE TERMINATION OF CABLES AND INSTALLATION OF ALL SECURITY EXACT LOCATION PRIOR TO BEGINNING WORK. z 3: DEVICES AND FINAL CONNECTION OF SURVEILLANCE/SECURITY 0 cr) EQUIPMENT SHALL BE PROVIDED BY OWNER SECURITY VENDOR (ADT). R> SECURITY CAMERA LOCATION. PROVIDE BACKBOX AS REQUIRED BY SECURITY CONTRACTOR (ADT). ............ .. . .. E. Cvlliuulll.,) rvrl%CABLINGMAY BE JIU00r-u ABOVE ACCESSIBLE CEILING WHEN PLENUM RATED CABLING IS UTILIZED. CONFIRM ACCEPTABLE WITH LOCAL AUTHORITIES. F. ALL CONDUITS FOR DATA/VOICE CABLING SHALL BE PROVIDED WITH NYLON 0HQL_11K1(-%Q AT OCWF)"IT Q-rHDQ TO 0DM/C"K1-r r)AKAAOU TO CABLES WHEN PULLED, G. COORDINATE ALL DEVICE LOCATIONS WITHIN CASEWORK WITH ARCHITECTURAL DRAWINGS. M 0 LOW VOLTAGE SYSTEM SYMBOLS %-\,I v k-MIVI r_r_%M SECURITY CAMERA (WITH DOME) [0 SECURITY DEVICE CONNECTION CR SECURITY CARD READER k.1t_1v UIAIVILMA FUTURE SECURITY CAMERA (WITH DOME) LN SECURITY MAGLOCK/DOOR STRIKE WIRELESS HOLD UP DEVICE L ..... . .. . ..... . ...... SM SECURITY MOTION DETECTOR Q A DATA/VOICE DEVICE LOCATION — JUNCTION BOX/ BACKBOX WITH CONDUIT DS SECURITYSECURITY DOOR SWITCH/CONTACT age FLOOR BOX DATA/VOICE DEVICE I SIL SECURITY INDICATOR LIGHT I • 0 Ix W .... ...... . . ..... . 01-1 a - cu E FOR CCTV (1) vc 0 < 0 C) FOR CCTV N /—CCTV CAMERA r. ... ..... .. ..... ... .. . ...... .. .. .. . j 41 J—BOX,FOR -CCTV .. ........ . . ....... . . .. .......... 1), 111 f vi .......... Aj. II lk I 'Ax .. ...... .. M 0 LOW VOLTAGE SYSTEM SYMBOLS M4 0�4 SECURITY CAMERA (WITH DOME) [0 SECURITY DEVICE CONNECTION CR SECURITY CARD READER NA, FUTURE SECURITY CAMERA (WITH DOME) LN SECURITY MAGLOCK/DOOR STRIKE WIRELESS HOLD UP DEVICE L SECURITY KEYPAD uj V) W E) ca SZ DATA/VOICE DEVICE LOCATION — PLASTER RING SM SECURITY MOTION DETECTOR Q A DATA/VOICE DEVICE LOCATION — JUNCTION BOX/ BACKBOX WITH CONDUIT DS SECURITYSECURITY DOOR SWITCH/CONTACT age FLOOR BOX DATA/VOICE DEVICE I SIL SECURITY INDICATOR LIGHT I M 0 0 Z 4 W Z LL (14 CD CD (D E E U) LN cm c L Z 04 I— 000 z uj V) W E) ca U) 0 0 X Q A W U) age 0 Ix W 01-1 a - cu E Q Q Ln 0 0 < 0 C) M 0 0 Z 4 W Z LL (14 CD CD (D . U) W Z 04 I— 000 z U) u 0 U) 0 0 0 LL z < c/) W U) age 0 Ix W 01-1 a - ISSUED / REVISED DATE PERMIT SET 1-23-06 PERMIT SET JANUARY 23, 2006 1 —0- A jpw%, Drive-Thru Low IVE—THRU Lu'"M VOLIAUE b0o" T OTEM PLAN SCALE: 1/4-7 l'—O" Voltage System Plan rel CONS SNCL PANEL 1DLIGHTING PLAN SCALE: 1/4 I'll = 1'-0" L 1-22, VIA CONTACTOR #1 n GENERAL L IGY-1TIIbG NOTES• A . FOR ROOMS THA T REQUIRE AN OCCUPANT SENSING DEVICE, CONTRACTOR TO PROVIDE- LEVI TON - OCCUPANCY SENSOR LIGHTING CONTROL, ODS 10 -IDI. B. ALL EMERGENCY EGRESS LIGHT FIXTURES SHALL BE CIRCUITED TO NORMAL LIGHTING CIRCUITS, AHEAD OF ANY LOCAL SWITCHING. L16HTINO 110TE-3 1. SEE SWI TCHPLA TE ELEVA TION, 3/E--511, FOR SWITCHING SCHEME TO FINANCIAL CENTER LIGHTING. LOWER CASE LETTERS, SHOWN ON PLAN, FROM LIGHTING CIRCUITS CORRESPOND TO SWITCHES ON ELEVATION. CONTRACTOR TO VERIFY THAT GANGED SWITCH BANK WILL FI T IN DESIGNA TED AREA. IF NECESSARY, SWI TCH BANKS MA Y BE STACKED. 2. TRACK AND EMERGENCY LIGHTING ON THIS CIRCUIT TO BE UNSWI TCHED, J. PROVIDE RECESSED ✓UNCTION BOX WI TV FL USH COVER PLA TE PAINTED TO MA TCH CELL ING COLOR, ALL LOCA TIONS NOTED THUS ARE TO BE CIRCUITED FOR FUTURE INSTALLATION OF FIXTURE TYPE "C", NOT TO BE PROVIDED A T THIS TIME. U Z W o �t � rn Z c o O Woo c c' Z O ; :c O Z�� U O E � co +I[ Q C C M In Os'd-N z 'Q 0 O �NN ZQ roIq�r Q � r T = z CD (U O ac N N J�- �cflco vco Lo 0 6�, U o m W o cn ® wwc Yw� co E v x r`o� Z �� ago coo C w - q) E V a-�5 Z J o co o rocas'°' a W � U) u=7 (U N N CD 0 pU Oh «� - IL LL No Z W rn O Q LL o u ) c/) z cv U Z W ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Lighting Plan Ewl37 COPYRIGHT@ 2006 CALLISON ARCHITECTURE, INC, �t Z N O Woo Oaf' � O J U O E +I[ Q C C M In Os'd-N O U V ZQ roIq�r Q o > m (y) T = N N J�- �cflco Jo Q0(1) QIN NN J � LL No Z W rn O Q LL o c/) z cv Z U) _ w Q �U� Qu - Oz z�00 � _ Z �Cn _ w I W J 0�- < a. c ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Lighting Plan Ewl37 COPYRIGHT@ 2006 CALLISON ARCHITECTURE, INC, 1 DRIVE-THRU POWER PLAN SCALE: 1/4" = 1'-0" IIIIIIIIIIIIIIIIIIIIIillillillig ' 4 8' GEMRAL ELECTRICAL INOTE5: A. COORDINA TE ALL DEVICE L OCA TIONS WI THIN CASEWORK WI TH ARCHI7-ECFURAL DRAWINGS. B. SEE INTERIOR TENANT FINISH DRAWINGS FOR INTERIOR ELECTRICAL WORK COORD INA TION. ELECTRICAL 114979--S- 1, PROVIDE (1) 1 "" CONDUI T STUBBED UP IN WALL TO JUNCTION BOX UNDER COUNTER, FOR ROUTING OF LOW VOL TA GE POWER UNDERGROUND TO CUSTOMER UNIT. (TYPICAL OF 3) 2. PROVIDE (3) 1 " CONDUI TS, WI TH PULL STRINGS, FOR POWER TO DRI VE- THRU A TM, A TM SURROUND L IGHTING AND FOR FUTURE USE. ROUTE CONDUI T UNDERGROUND FROM ACCESSIBLE CELL INC SPACE TO A TM L OCA TION, STUB -UP CONDUIT AND CAP, VERIFY L OCA TIONS PRIOR TO ROUGH -IN. J. PROVIDE (1 ) DUPLEX RECEPTACLE, FOR POWER TO DRI VE- THRU TUBE BL OWER MOTORS, TO BE L OCA TED IN CANOPY, VERIFY ! OCA TIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. 4. OPEN/CL OSED SIGN FOR DRI VE-THRU LANE, TO BE SWI TCHED A T DRI VE- THRU TELLER WORKSTATION, VIA THREE -POSITION SWITCH. FACEPLATE OF SWI TCH SHALL BE ENGRA VED. UP POSI TION - "OPEN", DOWN POSI TION - "CLOSED" AND CENTER - "OFF". POWER SHALL BE DERIVED FROM LIGHTING CIRCUIT SERVING WORK ROOM, Z DRIVE-THRU LIGHTING PLAN SCALE: 1/4" = 1'-0". O z W M M M t� Z VN O TE 4 r WQo M M M �o� � N m 1 J O o J 11 PI aC: C:(DLoO !Eq N U V0 Z>fn((C: aMIq14,0 M I i M .�' M NOTE 4 L 1-26, VIA P I ` CONTACTOR #1 P I II , -j 0 . c rr , ,�oim� <a N � ON O P � t Q .�- I M- ff i NOTE 4 E7-131 �'ORclI ERIOR I � J �{.. ! Y 11 ...: „ i E �� .J. .,w I 4 vv avL ..• —� vvll Cv — v.. o Z GEMRAL ELECTRICAL INOTE5: A. COORDINA TE ALL DEVICE L OCA TIONS WI THIN CASEWORK WI TH ARCHI7-ECFURAL DRAWINGS. B. SEE INTERIOR TENANT FINISH DRAWINGS FOR INTERIOR ELECTRICAL WORK COORD INA TION. ELECTRICAL 114979--S- 1, PROVIDE (1) 1 "" CONDUI T STUBBED UP IN WALL TO JUNCTION BOX UNDER COUNTER, FOR ROUTING OF LOW VOL TA GE POWER UNDERGROUND TO CUSTOMER UNIT. (TYPICAL OF 3) 2. PROVIDE (3) 1 " CONDUI TS, WI TH PULL STRINGS, FOR POWER TO DRI VE- THRU A TM, A TM SURROUND L IGHTING AND FOR FUTURE USE. ROUTE CONDUI T UNDERGROUND FROM ACCESSIBLE CELL INC SPACE TO A TM L OCA TION, STUB -UP CONDUIT AND CAP, VERIFY L OCA TIONS PRIOR TO ROUGH -IN. J. PROVIDE (1 ) DUPLEX RECEPTACLE, FOR POWER TO DRI VE- THRU TUBE BL OWER MOTORS, TO BE L OCA TED IN CANOPY, VERIFY ! OCA TIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. 4. OPEN/CL OSED SIGN FOR DRI VE-THRU LANE, TO BE SWI TCHED A T DRI VE- THRU TELLER WORKSTATION, VIA THREE -POSITION SWITCH. FACEPLATE OF SWI TCH SHALL BE ENGRA VED. UP POSI TION - "OPEN", DOWN POSI TION - "CLOSED" AND CENTER - "OFF". POWER SHALL BE DERIVED FROM LIGHTING CIRCUIT SERVING WORK ROOM, Z DRIVE-THRU LIGHTING PLAN SCALE: 1/4" = 1'-0". ISSUED / REVISED Permit Set PERMIT SET JANUARY 23, 2006 D rive -t h jru Electrical Plans E-141 COPYRIGHT 2006 CALLISON ARCHITECTURE, INC. O z W Z VN o r WQo �o� � N m J O o J +" aC: C:(DLoO !Eq N U V0 Z>fn((C: aMIq14,0 -j 0 . c ,�oim� <a N � ON O rrn IL Q o LL o Z W CD J N q �0zLL �... � N z 3: wo C) oar- � m �U= � �LL 0 o Oz Z Z o (1)W< U) > w Co W of CnI ISSUED / REVISED Permit Set PERMIT SET JANUARY 23, 2006 D rive -t h jru Electrical Plans E-141 COPYRIGHT 2006 CALLISON ARCHITECTURE, INC. 2 3 4 5 6 7 8 9 1 SITE ELECTRICAL PLAN SCALE: 1/16" = 1'-0" 8' 16 32' LIGHTING FIXTURES LAMP INFORMATION MOUNTING MARK MANUFACTURER CATALOG NUMBER (NOTE 1) VOLTS DESCRIPTION /REMARKS _., z w 0 bi � 7-- J J U m �." Z QUAN DESCRIPTION TYPE LL! �' Q J LQ QLL U) Z Q P1 EXCELINE PAM403MA2 2 400W MHMH 208 �� POLE: SSS-5-7-30-BRZ-P-D21 SEE 2/E151 FOR POLE BASE DETAIL P2 I EXCELINE PAM403MA2 1 40OW MH MH 208 U POLE: SSS-5-7-30-13RZ-P-D1 SEE 2/E151 FOR POLE BASE DETAIL NOTE 1: FL=FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH PRESSURE SODIUM, LPS=LOW PRESSURE SODIUM, MV=MERCURY VAPOR GENERAL LIGHTING FIXTURE SCHEDULE NOTES: 1. MOUNTING HARDWARE REQUIRED TO MEET LOCAL CODES, TO BE FURNISHED BY ELECTRICAL CONTRACTOR. 2, SEE STRUCTURAL DRAWINGS FOR POLE BASE CONSTRUCTION DETAILS. �r- MONUMENT SIGN HANOf A TTAC ANCHC SIZED MANUF FOR S� BASE REQUIl PRO v/z CONCF FOR R WA GRADE UNDIS EAR Th CONDL #2 TIE 12 " 0. #6 SA GROUP s/B". ROD L BO FTC UPOLE BASE DETAIL NOT TO SCALE #12 (MIN) TO FIXTURE HEAD (S) IN-LINE FUSE -EACH PHASE SPLICE PHASE CONDUCTORS PER PLAN LEGEND EXISTING NEW WORK NEW TO EXISTING CONNECTION J t 4 0 � G) p C 0 2cC ® j JUNCTION BOX AT �/ +80" ABOVE FINISHED SEALTIGHT FLEXIBLE CONDUIT WITH FLOOR, WITH 30 AMP CIRCUIT 30A CONDUCTORS. BRACE TO SIDE OF LADDER RACK WITHIN 12" OF BOXES. CEN TER OF OPENING CONDUIT FITTING ------ (SECURITY CAMERA TO SURFACE MOUNTED DEVICES 11 BE CENTERED AT TOP A T A TM HEADER, TYPICAL I I 4"x4" SURFACE 4" 8» I I - MOUNT BOX WITH 0 r Woo NEMA L5 -30R DUPLEX MOUNT BOX. DO RECEPTACLE SECURITY NOT IMPEDE CONDUIT FITTING J MOUNTING _j'+') EQUIPMENT WITHIN UPS FACTORY RACK OPENING. s[cc(oIno a) :E d N CORD WITH I I NEMA 1-5-30P I I ° ROUTE CORD C I I I I ATM THROUGH D -RINGS I I FLOOR I I I I I WHERE AVAILABLE. O 0v Or0Ii..LL STRAP CORD TO Y0 RACK AT 24" U INTERVALS. Q - LL inTELECOMMUNICATIONS RACK DETAIL - SIDE VIEW �.�.� NOT TO SCALE PHONE SYSTEM BY WAMU REFER TO TELECOMMUNICA TIONS DRAWINGS FOR BACKBOARD AND /'A OJ C TDA V F) ETA // C' MUZAK SYSTEM ON SHELF BY VENDOR F-11 I I - IF I I II I I I I FS 81 �� , ALIGN RECEPTACLES AND FLUSH MOUNT +18" A.F.F. It F-1 PHONE BA CKUP — - BATTERY BY OWNERS VENDOR ON SHELF BY GENERAL CONTACTOR GROUND BAR BY DIVISION 17 4 V SEE NOTE 1 ON SHEET E-121 FOR PLYWOOD BACKBOARD SIZES min?" A P - Cj 86" A.F.F.rkh 80" A.F.F. JUNCTION BOX WITH 30 AMP BRANCH CIRCUIT TO L 5-30R AT BACK OF DA TA RACK -62" A.F.F. 4�- DEDICA TED CIRCUIT FOR TELEPHONE SYSTEM -45" A.F.F. rik 12" A.F.F. 6" A.F.F. FLOOR NOTE: ACTUAL EQUIPMENT LOCATIONS DETERMINED BY VENDORS. TELECOMMUNICATIONS BACKBOARD 6 ELECTRICAL DEVICE ELEVATION NOT TO SCALE if I 1 � STUB J14" CONDUIT �/ DOWN TO HEADER FROM II ACCESSIBLE CEILING I SPACE, OFFSET FROM If CEN TER OF OPENING I (SECURITY CAMERA TO SURFACE MOUNTED DEVICES 11 BE CENTERED AT TOP A T A TM HEADER, TYPICAL I I OF A TM OPENING) 4" 8» I I 4,� 0 r Woo LL DUPLEX -eco RECEPTACLE I LDA TA SECURITY DEVICE BACKBOX J (_ _j'+') ATM E OPENIx- G s[cc(oIno a) :E d N I f -" -71 I I II I I I I I I � I I I I I ATM I I I I I I I I I I FLOOR I I I I I (Q) (b) (G) (d) (e) (f) (9) (h) < SWITCH DOUBLE POLE, SINGLE THROW L1-6 L1-6 1-1--8 L1-10 L1-12 L1-14 1-1-16,18 CIRCUIT HALLWAY 3 SWITCHPLATE ELEVATION NOT TO SCALE DASHED LINES INDICA TE SIDE PROFILE L --I F -1 0 DES DUPLEXo 1 a— �7 QJQ / �® �� \ <� I POWER TO FLOORBOX POWER FROM WALL±,,� - I o 7` r- T 1 AS NECESSARY, SEE PLAN (1" CONDUIT) - - (1" CONDUIT) TELECOM FROM WALL OO/moi I- ("1" CONDUIT) r TELECOM TO FLOORBOX L_ J o SECURITY o L- J AS NECESSARY, SEE PLAN I- T T I -I T- - T-' -I (3/4" CONDUIT) I I I I L -1 SECURITY TO FLOORBOX SECURITY FROM WALL AS NECESSARY, SEE PLAN OELECTRICAL DEVICE ELEVATION AT SECURITY ROOM ATM NOT TO SCALE CEILING 4" CONDUIT STUBBED STUBBED DOWN TO TDP OF PLYWOOD F - -1 I I L_J F - - - 7 I I SECURITY EQUIPMENT ® I HK SECURITY CONTRACTOR (TYPICAL) L r--�24- I I ---__I I I i I I o L__ J I I NETWORK DEVICES, - - - SEE TELECOMMUNICA TIONS DRAWINGS (SURFACE MOUNTED) ® =i i ■ I I I " 6 6 112" 22 L - _ J L -J ® 40" (4) DUPLEX RECEPTACLES DOWN CENTER OF BOARD (SURFACE MOUNTED) 18• 6"1 FLOOR 4'-0" OSECURITY BACKBOARD ELECTRICAL DEVICE ELEVATION NOT TO SCALE (1" CONDUIT) (3/4" CONDUIT) THIS DETAIL IS NOT REPRESENTATIVE OF ALL LOCATIONS, ADJUST CONDUIT COUNT AND SIZE ACCORDING TO PLAN LOCATION AND NOTES INDICATING DEVICE REQUIREMENTS. DTYPICAL LARGE CAPACITY 4. FLOOR BOX @ TELLER TOWER NOT TO SCALE 3/4 " CONDUIT THROUGH WALL WITH WEA THERSEAL F -1 I I I L SIGNAGE B Y VENDOR ROOF- SIGNAGE CIRCUI TING CONDUI 7 - FUSED FUSED SWI TCH, FOR LOCALIZED DISCONNECT OF SIGNAGE CIRCUIT I JUNCTION BOX FOR EXTENSION OF CIRCUITING THROUGH WALL TO SIGNAGE CEILING EXTERIOR WALL TYPICAL SIGNAGE CONNECTION $ BELOW ROOF IN CEILING SPACE NOT TO SCALE SECURITY CAMERA WIRING, PRO VIDE I I SUFFICIENT SLACK FOR MOUNTING OF CAMERA A T +72" ABOVE FINISHED 1I , FLOOR, BY OTHERS-�� —I--— —T—CD— PROVIDE TCD— PROVIDE PULL STRINGS TO ACCESSIBLE CEILING SPACE FOR SECURITY AND TELECOM CABLING I � I SECURITY----"� I DUPLEX RECEPTACLE--\� I TELECOM 5 1/2" 11 1/ OTCD DEVICE ELEVATION NOT TO SCALE PAI-tAPET J14" CONDUIT THROUGH PARAPET WEA THERPROOF FUSED SWITCH, F -1 FOR LOCALIZED DISCONNECT OF SIGNAGE CIRCUIT WEA THERPROOF JUNCTION BOX FOR EXTENSION OF CIRCUITING L THROUGH PARAPET TO SIGNAGE SIGNAGE -rR ROOF B Y VENDOR CONDUIT CONCEALED IN WALL , SIGNAGE CIRCU177NG CONDUIT J r- o 3 F- 00 � c O Zcc j �QN Z70� Z �- N Lu 7 0 M 0 r Z ro o 2 E - ' A V-�v ( 1 E � w' oa. YE U .c -T 8 zo> E opo°Do �zW�E (0-�oz�� Jv)En En Ln M CD ro �N o Q o o E v f v0UmOF-!L $ i ISSUED / REVISED DATE Permit Set 01/23/06 -_._. CEILING EXTERIOR WALL TYPICAL SIGNAGE CONNECTION PERMITr SET JANUARY 23, 2006 ABOVE ROOF IN PARAPET c NOT TO SCALE E I e c t r I c� I Details E.5'1 1 COPYRIGHT 2006 CALLISON ARCHITECTURE, INC. . U D Z J W � Q 0 Z 0 cv 0 r Woo LL -eco c Z J (_ _j'+') E F- s[cc(oIno a) :E d N U 7 Z Q m d� O O��m.� N z J� (o (o _ LLJ („) Jooco oo �N O 0v Or0Ii..LL F- ISSUED / REVISED DATE Permit Set 01/23/06 -_._. CEILING EXTERIOR WALL TYPICAL SIGNAGE CONNECTION PERMITr SET JANUARY 23, 2006 ABOVE ROOF IN PARAPET c NOT TO SCALE E I e c t r I c� I Details E.5'1 1 COPYRIGHT 2006 CALLISON ARCHITECTURE, INC. . D J � Q 0 LL c Z W �0Q F- _! -j N _ � N z _ LLJ („) O 0v 'Q F- Y0 LL U Q - LL 0 0 0 z z Z°� L11Q Q F^ U) ISSUED / REVISED DATE Permit Set 01/23/06 -_._. CEILING EXTERIOR WALL TYPICAL SIGNAGE CONNECTION PERMITr SET JANUARY 23, 2006 ABOVE ROOF IN PARAPET c NOT TO SCALE E I e c t r I c� I Details E.5'1 1 COPYRIGHT 2006 CALLISON ARCHITECTURE, INC. . I3 PANEL L1 120/208 VOLT, 3 PHASE, 4 WIRE 100 A M.L.O. SURFACE MOUNTED EL_EC_FF-�,' I Q�A�,.L_ GYM E3 OL_!E3 SYMBOL DESCRIPTION SYMBOL DESCRIPTION OG CEILING MOUNTED CONVENIENCE OUTLET ❑F FIRE ALARM BREAK GLASS STATION 70 DUPLEX CONVENIENCE OUTLET QH FIRE ALARM MAGNETIC HOLD OPEN :t� DOUBLE DUPLEX (4-PLEX) CONVENIENCE OUTLET FOYER LTG (CAN) 2 Q SINGLE CONVENIENCE OUTLET FA FIRE ALARM CONTROL PANEL C� 20 A. 250 V. OUTLET [b FIRE ALARM VISUAL INDICATOR YJ 30 A. 250 V, OUTLET gz�j FIRE ALARM HORN 20/1 RANGE RECEPTACLE ID FIRE ALARM GONG FINANCIAL RING LTG DUPLEX CONVENIENCE OUTLET -ONE RECEPTACLE SWITCHED F r FIRE ALARM HORN/VISUAL COMBINATION 696 FLOOR CONVENIENCE OUTLET A FIRE ALARM AUTOMATIC HEAT DETECTOR HEAD rn-r� n �r=,r-,r,r• MULTI -OUTLET ASSEMBLY 8 FIRE ALARM AUTOMATIC SMOKE DETECTOR HEAD :0 DESIGNATED RECEPTACLE 20/1 B 20/1 DESIGNATED FLOOR RECEPTACLE GENERAL AREA LT_G DUCT MOUNTED SMOKE ALARM 0 MONUMENT RECEPTACLECARBON 1600 MONOXIDE DETECTOR HEAD (D FLOOR COMPUTER OUTLET M MOTOR -© WALL MOUNTED COMPUTER/DATA OUTLET EH DISCONNECT SWITCH - NON -FUSE UNLESS OTHERWISE NOTED p CEILING MOUNTED COMPUIER/DATA OUTLET $F FUSED SWITCH --� POWER CORD PLUG ® MAGNETIC CONTROLLER $ SINGLE SWITCH Z-1DISCONNEC"r C CONTROLLER M! -FUSE UNLE S OTHERWISE NOTED. $3 3 -WAY SWITCH LI POWER RELAY $4 4 -WAY SWITCH 20/1 ELECTRIC SOLENOID VALVE $D DIMMER SWITCH OO THERMOSTAT 19 SUBSCRIPT FOR ALL RECEPTACLES & SWITCHES "P" - DENOTES SWITCH NIH PILOT LIGHT IN TOGGLE "T" - DENOTES SWITCH WITH TIMER "K" - DENOTES KEY OPERATED SWITCH "TP"- DENOTES TAMPER PROOF RECEPTACLE INSERT "WP" -DENOTES WEATHERPROOF, NEMA TYPE 4 OR EQUIVALENT "CH" -DENOTES GROUND FAULT CIRCUIT INTERRUPTER 'M' -DENOTES MOTION DETECTOR p Q CONTROL 'TRANSFORMER SINGLE PUSH-BUTTON MOTOR CONTROL PUSH-BUTTON STATION BUZZER CHIME (� JUNCTION BOX WALL pj BELL (p JUNCTION BOX CEILING WORKSTATION RECEPTS CAMERA OUTLET OF. JUNCTION BOX FLOOR ® WALL TELEVISION ANTENNA OUTLET 0EN LIGHTING OR POWER PANEL ® CEIUNG MOUNTED TELEVISION ANTENNA OUTLET arra CONTROL PANEL 11 TELEPHONE OR CATV TERMINAL BOARD 200 BRANCH CIRCUIT - EXPOSED (D CAN CEILING UGHT FIXTURE. RECESSED OR SURFACE SPARE BRANCH CIRCUIT CONCEALED IN WALL OR CEILING r{d� WALL MOUNTED LIGFIT FIXTURE, SCONCE �- -� BRANCH CIRCUIT CONCEALED IN FLOOR =(CM WALL MOUNTED LIGHT FIXTURE, FLUORESCENT 27 HOME RUN TO PANEL - NUMBER OF ClF QYITSINDICATED BY NUMBER OF ARROWS. 2 WIRES UNLESS OTHERVASE NOTED. - 7 INDICATES ISOLATED GROUND. p CEILING LIGHT FIXTURE, RECESSED OR SURFACE FLUORESCENT i T TELEPHONE RACEWAY - 3/4" UNLESS OTHERWISE NOTED. F- (-I FLUORESCENT STRIP LIGHT FIXTURE �5 SECURITY SYSTEM RACEWAY - 3/4" UNLESS OTHERWISE NOIED. 100 WALL MOUNTED EXIT LIGHT FIXTURE i F FIRE ALARM SYSTEM CIRCUIT ;T) CEILING MOUNTED EXIT LIGHT FIXTURE W/ DIRECTIONAL ARROW /Tu`1 TELEVISION ANTENNA RACEWAY -3/4" UNLESS OTHERWISE NOTED. H7' c TRACK LIGHTING i� EMERGENCY CIRCUIT CIRCUIT DOWN A NUMERAL IN OR NEAR LIGHT FIXTURE SYMBOL INDICATES LIGHTING FIXTURE SCHEDULDEING TO A MARK NUMBER ON THE /-" - CIRCUIT UP 32 EMERGENCY UGHT FIXTURE PANEL L1 120/208 VOLT, 3 PHASE, 4 WIRE 100 A M.L.O. SURFACE MOUNTED COTLOAD N 0. SERVED V.A. C. B. P C. B. V.A. LOAD SERVED COT NO. 1 MISC.RECEPTACLES 900 20/1 A 20/1 276 FOYER LTG (CAN) 2 3 MISC. RECEPTACLES 1260 20/1 B 20/1 868 NIGHT LIGHTS 4 5 MISC. RECEPTACLES 1260 20/1 C 20/1 1704 FINANCIAL RING LTG 6 7 DISPOSAL 696 20/1 A 20/1 320 CONSULTATION LTC 8 9 WATER DISPENSER 660 20/1 B 20/1 1648 GENERAL AREA LT_G 10 11 COFFEE MAKER 1600 20/1 C 20/1 958 CONSULTATION LTG 12 13 MICROWAVE 1200 20/1 A 20/1 958 CONSULTATION LTG 14 15 REFRIGERATOR 830 20/1 B 20/1 1200 TRACK LIGHTING 16 17 WORKSTATION RECEPTS 1080 20/1 C 20/1 1500 TRACK LIGHTING 18 19 WORKSTATION RECEPTS 720 20/1 A 20/1 1331 EMPLOYEE AREA LTG 20 21 WORKSTATION RECEPTS 720 20/1 B 20/1 176 CANOPY LTG 22 23 SPARE 1000 20/1 C 20/1 200 TIMECLOCK/CONTACTOR 24 25 SPARE 1000 20/1 A 20/1 1692 D.T. CANOPY LTG 26 27 SPARE 1000 20/1 B 20/1 500 Q.T. ATM SURROUND LTG 28 29 SPARE 1000 20/1 C 20/2 750 SPACE ONLY 30 31 SPACE ONLY 1000 20/1 A --- 750 SPACE ONLY 32 33 SPACE ONLY 720 20/1 B 20/1 720 SPACE ONLY 34 35 SPACE ONLY 1500 20/1 C 20/1 500 SPACE ONLY 36 37 SPACE ONLY 8668 100/3 A 70/3 6040 SPACE ONLY 38 39 SPACE ONLY 8513 --- B --- 6023 SPACE ONLY 40 41 SPACE ONLY 8863 --- C --- 6489 SPACE ONLY 42 LOADS BASED ON NATIONAL ELECTRIC CODE PANEL L1 CONNECTED LOAD BY PHASE TOTAL CONNECTED TOTAL W/ DIVERSITY 3 PHASE A B C LIGHTING 1.25 4577 4392 4162 13131 16414 RECEPTACLES 1620 1980 2340 5940 5940 MOTORS 1 0 0 0 .0 0 OTHER 1 0 0 200 200 200 KITCHEN 0.7 1896 1490 1600 4986 3490 NON-SIMULTAN 0 0 0 0 0 0 HEATING ONLY 0 0 0 0 0 0 COOLING ONLY 1 0 0 0 0 0 EXIST. LOAD 1.25 0 0 0 0 0 ------ 12 13 ------ 1186 --- LOAD TOTAL 8093 7862 8,302 24257 26044 PANEL MDP 120/208 VOLT, 3 PHASE, 4 WIRE 400 A M.L.O. SURFACE MOUNTED CKT NO.1 LOADSERVED V.A. C. B. P C, B. V.A. LOAD SERVED K 1 WATER HEATER HWH-1 2250 30/2 A *60/3 4451 RTU -1 2 3 ------ 2250 ----- B --- 4451 ------ 4 5 EXHAUST FAN (EF -1) 455 15/1 C --- 4451 ------ 6 7 ACU -1 46 15/2 A *60/3 4451 RTU -2 8 9 -------- 46 --- B --- 4451 ------ 10 11 COND-1 1186 *25/2 C --- 4451 ------ 12 13 ------ 1186 --- A *60/3 4451 RTU -3 14 15 RTU SERVICE RECEPT 540 20/1 B --- 4451 --- --- 16 17 D.T.BLOWER MOTORS 1000 20/1 C --- 4451 ------ 18 19 D.T.BLOWER MOTORS 1000 20/1 A *60/3 4451 RTU -4 20 21 D.T.BLOWER MOTORS 1000 20/1 B --- 4451 ------ 22 23 SIGNAGE 1000 1 20/1 C --- 4451 ------ 24 25 SIGNAGE 1000 20/1 A 20/2 1000 SITE PARKING LOT LTG 26 27 SIGNAGE 1000 20/1 B -- 1000 ------ 28 29 SIGNAGE 1000 20/1 C 20/2 750 SITE PARKING LOT LTG 30 31 MONUMENT SIGNAGE 1000 20/1 A --- 750 ------ 32 33 SPACE ONLY 720 20/1 B 20/1 720 SPARE 31- 435 35 SPACE ONLY 1500 20/1 C 20/1 500 SPARE 36 37 SUBFEED PANEL "L1" 8668 100/3 A 70/3 6040 SUBFEED PANEL "12" 38 39 ------ 8513 --- B --- 6023 ------ 40 41 ------ 8863 --- C --- 6489 ------ 42 * - PROVIDE H.A.C.R. TYPE CIRCUIT BREAKER. PANEL L2 120/208 VOLT, 3 PHASE, 4 WIRE 100 A M.L.O. SURFACE MOUNTED CKT N 0, LOAD SERVED V.A. C.B. P C.B. V.A. LOAD SERVED CKT NO. 1 TELLER TOWER DES.REC 1080 20/1 A 30/3 8800 TVSS 2 3 TELLER TOWER RECEPTS 1080 20/1 B --- 0 ------ 4 5 TELLER TOWER DES.REC 1080 20/1 C --- 0 ------ 6 7 TELLER TOWER RECEPTS 1080 20/1 A 20/1 1080 WORKSTATION DES.REC. 8 9 TELLER RING PRINTER 1000 20/1 B 20/1 720 WORKSTATION DES.REC. 10 11 TELLER RING DES.REC 180 20/1 C 20/1 720 WORKSTATION DES.REC. 12 13 TELLER RING RECEPT 540 20/1 A 20/1 720 CONSULTATION DESKS 14 15 CENTRAL TCD DES.REC 180 20/1 B 20/1 720 CONSULTATION DESKS 16 17 CONCIERGE RECEPTS 360 20/1 C 20/1 X SPARE 18 19 CONCIERGE RECEPTS 360 20/1 A 20/1 50MR16/FL38 EXN SPARE 20 21 CONSULTATION DESKS 720 20/1 B 20/1 1000 D. T. ATM 22 23 CONSULTATION DESKS 720 20/1 C 20/1 500 D. T. DEAL DRAWER 24 25 CONSULTATION DESKS 720 20/1 A 20/1 500 D.T.AUDIO CONTROL 26 27 CONSULTATION DESKS 720 20/1 B 20/1 500 D.T.VIDEO CONTROL 28 29 WORKSTATION PRINTER 500 20/1 C 20/1 180 D. T. TCD 30 31 WORKSTATION PRINTER 500 20/1 A 20/1 720 ACCT.SERV.DES.RECEPT 32 33 FOCAL DES.RECEPTS 720 20/1 B 20/1 720 ACCTSERV.DES.RECEPT 34 35 COPIER 1500 20/1 C 20/1 500 ACCT.SERV.PRINTER 36 37 TELECOM BD.4-PLEX 540 20/1 A 20/1 984 FOYER ATM 38 39 TELECOM BD.4-PLEX 360 20/1 B 20/1 360 SECURITY EQUIPMENT 40 41 TELECOM RACK L5-3OR 2880 30/1 C 20/1 360 SECURITY EQUIPMENT 42 LOADS BASED ON NATIONAL ELECTRIC CODE PANEL L2 CONNECTED LOAD BY PHASE TOTAL CONNECTED TOTAL W/ DIVERSITY 3 PHASE A B C LIGHTING 1.25 0 0 0 0 0 RECEPTACLES 8824 8800 9480 27104 18552 MOTORS 1 0 0 0 0 0 OTHER 1 0 0 0 0 0 KITCHEN 1 0 0 0 0 0 NON-SIMULTAN 0 0 0 0 0 0 HEATING ONLY 0 0 0 0 0 0 COOLING ONLY 1 0 0 0 0 0 EXIST. LOAD 1.25 0 0 0 0 0 WIRED FOR NIGHT LIGHTING C TECH LIGHTING 700FJCONPS-23238SQ 1 20MRC16/FL36 LOAD TOTAL 8824 8800 9480 27104 18552 7 8 9 LIGHTING FIXTURES MARK MANUFACTURER CATALOG NUMBER LAMP INFORMATION (NOTE 1) VOLTS MOUNTING DESCRIPTION /REMARKS J z w c ¢ cn C/' z z U w m 0 QUAN DESCRIPTION TYPE A2 LIGHTOLIER DPS2G12LS232UNVSO 2 F32T8/TL730/ALT0 FL 120 5918 X X 2250 200 4700 4700 KITCHEN 0.7 B LIGHTOLIER 7142BU 8022CCLW 1 PL-T42W30 4PALTO CFL 120 0 X X 0 HEATING ONLY 1 17805 17805 17805 BN LIGHTOLIER 7142BU 8022CCLW 1 PL-T42W 3O 4P ALTO CFL 120 0 X X 0 0 0 0 WIRED FOR NIGHT LIGHTING C TECH LIGHTING 700FJCONPS-23238SQ 1 20MRC16/FL36 IND 120 40303 X 124235 116355 w I X FIXTURE STANDARD w 72 SUSPENSION CABLE FOR FIELD MODIFICATION. COBALT SATIN NICKEL SEE NOTE 6 DB LIGHTOLIER 62738 BK 1 50MR16/FL38 EXN INC '120 X X MONOPOINT BASE FOR TRACK HEAD BLACK: 6190 BK ASYMMETRICAL SPREAD LENS: AF2AS DW LIGHTOLIER 6273B WH 1 50MR16/FL38 EXN INC 120 X X MONOPOINT BASE FOR TRACK HEAD WHITE: 6190 WH ASYMMETRICAL SPREAD LENS: AF2AS DWN LIGHTOLIER 6273B WH 1 50MR16/FL38 EXN INC 120 X X MONOPOINT BASE FOR TRACK HEAD WHITE: 6190 WH ASYMMETRICAL SPREAD LENS: AF2AS WIRE FOR NL F LIGHTOLIER 8269WH 1 60PAR38 HAL FL28 WLL IND 120 I X IMONOPOINT THEATRICAL TRACKHEAD WHITE MOUNT 6190 F1 LIGHTOLIER 8269WH 1 60PAR38 HAL FL28 WLL IND 120 X X THEATRICAL TRACKHEAD (WHITE) 02 LIGHTOLIER XT2GVA232UNVSO 2 F32T8/TL730/ALTO FL 120 X X H LIGHTOLIER C118L2S9 INCL. (2) 9W SEALED BEAM -- 120 X X H1 LIGHTOLIER El18LT9W INCL: (2) 9W SEALED BEAM -- 120 X X MOUNT AT +96" A.F.F. K LIGHTOLIER SW4S232 HPFUNVSO/AH3 CP 2 F32T8/TL730/ALTO FL 120 X X K1 LIGHTOLIER SW2S217 HPFUNVSO/AH3 CP 2 F17T8/TL730/ALTO FL 120 X X KN LIGHTOLIER SW4S232 HPFUNVSO/AH3 CP 2 F32T8/TL730/ALT0 FL 120 X X L LIGHTOLIER JS4A232UNVSO 2 F32T8/TL730/ALTO FL 120 X X M EXCELINE MPQ 155MA-8-L INCL. 150W METAL HALIDE MH 120 X X FIXTURE COLOR TO BE WHITE, SEE NOTE 7 N LIGHTOLIER LD7VBKW-LD7V 70HA 1 70W METAL HALIDE MH 120 X SEE NOTE 7 0 TEXAS FLUORESCENTS CIRDC113-120V-NPF-MGN-LMP 1 PL -S -13W/835 FL 120 X X T TYPICAL TRACK DESIGNATION, SEE PARTS T1 -T5. ELECTRICAL CONTRACTOR TO VERIFY ROW LENGTHS, FEED POINTS, MOUNTING REQUIREMENTS (GRID, HARD LID) PRIOR TO ORDERING. TN TYPICAL TRACK DESIGNATION (NIGHT LIGHT), SEE PARTS T1 -T5. ELECTRICAL CONTRACTOR TO VERIFY ROW LENGTHS, FEED POINTS, MOUNTING REQUIREMENTS (GR!D, HARD LID) PRIOR TO ORDERING. T1 LIGHTOLIER 6008WH -- N/A -- -- X X 8' TRACK (WHITE) T2 LIGHTOLIER 6004WH -- N/A -- -- X X 4' TRACK (WHITE) T3 LIGHTOLIER 6048WH -- N/A -- -- X X END FEED (WHITE) T4 LIGHTOLIER 6049WH -- N/A - -- X X MINI COUPLER (WHITE) T5 LIGHTOLIER 6089 -- N/A -- -- X X GRID CLIPS FOR STANDARD 15/16" GRID, SQUARE EDGE PANELS T6 LIGHTOLIER 619OWH -- N/A -- -- X X MONOPOINT MOUNT T7 LIGHTOLIER 6060WH -- N/A -- -- X X CANOPY JUNCTION BOX COVER T8 LIGHTOLIER 7584WH -- N/A -- -- X X 18 STEM MOUNTING FOR TRACK FIELD ADJUSTABLE X LIGHTOLIER LLNURW INCL. LED-- 20/277 MOUNTING VARIES LED EMERGENCY EXIT WHITE NOTE 1: FL=FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH PRESSURE SODIUM, LPS=LOW PRESSURE SODIUM, MV=MERCURY VAPOR GENERAL LIGHTING FIXTURE SCHEDULE NOTES: 1. MOUNTING HARDWARE REQUIRED TO MEET LOCAL CODES, TO BE FURNISHED BY ELECTRICAL CONTRACTOR. 2. ADDING AN "N" DESIGNATION TO ANY FIXTURE MEANS NIGHT LIGHT, I.E., CN, "C" IS FIXTURE AND "N" ADDS THE NIGHT LIGHT FEATURE. 3. ADDING AN "X" DESIGNATION TO ANY FIXTURE MEANS EMERGENCY FEATURE, I.E., CX, "G" IS FIXTURE AND "X" MAKES IT AN EMERGENCY. 4. ADDING A NUMBER TO ANY FIXTURE MEANS AN OPTION OF THE FIXTURE, I.E., Cl, "G" IS FIXTURE AND "1" MIGHT BE A DIFFERENT MOUNTING TYPE. 5. ADDING A "B" OR "W" TO ANY FIXTURE MEANS A COLOR OPTION EITHER BLACK OR WHITE. 6. PROVIDE OCTAGONAL JUNCTION BOX ABOVE TRANSLUCENT CEILING. 7. ALL H.I.D. BALLASTS SHALL BE CONSTANT WATTAGE AUTOTRANSFORMER (CWA) TYPE BALLASTS. 8, ALL LIGHT FIXTURES AND LAMPS SHOWN ON THIS SCHEDULE ARE TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. WASHINGTON MUTUAL'S VENDOR FOR THIS SITE IS: REGENCY LIGHTING, 16665 ARMINTA STREET, VAN NUYS, CA 91406 CONTACT: PAUL LINDELL TEL: 1-800-284-2024 ext.345, FAX 1-818-474-7054, EMAIL: poul.lindell@regencyighting.com LOADS BASED ON NATIONAL ELECTRIC CODE PANEL MDP CONNECTED LOAD BY PHASE TOTAL CONNECTED TOTAL W/ DIVERSITY 3 PHASE A B C LIGHTING 1.25 8327 6392 6912 21631 27039 RECEPTACLES 10444 11320 11820 33584 21792 MOTORS 1 2232 1046 2641 5918 5918 OTHER 1 2250 2250 200 4700 4700 KITCHEN 0.7 1896 1490 1600 4986 3490 NON-SIMULTAN 0 0 0 0 0 0 HEATING ONLY 1 17805 17805 17805 53416 53416 COOLING ONLY 0 0 0 0 0 0 EXIST. LOAD 1.25 0 0 0 0 0 cnw `C T LOAD TOTAL 42954 40303 40978 124235 116355 LOADS INCLUDE ALL SURFED PANEL LOADS - TOTAL FOR SERVICE V Z W ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Electrical Schedules E-61 1 Z H N � ® I �- Woo Q o0 0 dam' J c LL, J m E a arc(oIna > Z u Z U) (o (oo Q ro d' It c 0 ®� (M N JLL Q)co(o p JNM00 a ,. ANN 0 — co CV ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Electrical Schedules E-61 1 J � Q 0 0 LL, NO F- Z W Q rn 0Q LL p �. CV 0 U F— Y 0 m I-' 7 CAVO 0 0z z z cnw `C T _.._ U w to w I c ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Electrical Schedules E-61 1 I FOR UTILITY WORK AND ROUTING, SEE CIVIL DRAWINGS, SITE UTILITY PLAN POLE MOUNTED OR 7 PAD MOUNT TRANSFORMER V BY LOCAL UTILITY COMPANY TRANSFORMER PAD BY ELECTRICAL NOTE 7 CONTRACTOR L -- W (IF NECESSARY) VERIFY TRANSFORMER LOCATION TYPICAL SUB -PANEL AND PRIMARY CONDUIT ROUTING �RINIARY FEEDERS BY Wl NAND _OCAL UTILITY COMPANY LOCAL UTILITY COMPANY GROUND BUS �" N %--PRIMARY CONDUIT BY 4 - #500MCM, ELECTRICAL CONTRACTOR, PER IN 4" EXISTING UTILITY COMPANY REQUIREMENTS. CONDUIT ** VERIFY ALL SERVICE REQUIREMENTS N WITH LOCAL UTILITY COMPANY PRIOR TO INSTALLATION - PROVIDE C.T, CABINET AT METER LOCATION WHERE r vi REQUIRED BY LOCAL CODE ** M II 0 400/3 ELECTRICAL G C-LIAE DIAGRAM NOTES • I I400A 1. PROVIDE SURGE PROTECTION DEVICE, INNOVATIVE I IFU SES TECHNOLOGIES, INC. MODEL ,# PTE -160 -MT, VERIFY BREAKER SIZE IN PANEL WITH MANUFACTURER, PROVIDE #10 AWG CONNECTION FROM BREAKER IN PANEL TO SPD. MOUNT SPD AS CLOSE TO PANEL AS POSSIBLE, TO ENSURE SHORTEST POSSIBLE WIRE- LENGTH. IRELENGTH. SPD SHALL BE OBTAINED THROUGH A NATIONAL ACCOUNTS PROGRAM BY CONTACTING MORRIS TECH (800) 231-8035. FIXED DISCOUNTED PRICING IS PROVIDED EXCLUSI VEL Y FOR WASHINGTON MUTUAL. AL TERNA TE PRODUCTS ARE NOT ALLOWED. FAX PO 'S TO (206) 243-7692. ORDER SPD BY PART NUMBER. - PART NUMBER.- 730-0750, MODEL NUMBER.- PTE160-- 3Y101MT, 120/208 WYE PRIMARY BRANCH PANELS (NO UPSTREAM PROTECTION) . #1/0 GROUND — 1 4 - 500MCM #1/0 GROUND IN 4" CONDUIT 100/370/3 PANEL 4 _ #3 "MDP" 4 - #4 #8 GROUND #8 GROUND IN 1 1/2" IN 1 1/4" CONDUIT TVSS CONDUIT PANEL "L1" NO TE 1 PANEL „L2„ OELECTRICAL ONE -LINE DIAGRAM NOT TO SCALE 6 7 8 V 9 NOTE 7 W BONDED TYPICAL TYPICAL SUB -PANEL EQUIPMENT SERVICE DISCONNECTING GROUND BUS �" N BRANCH MEANS (NOTE 8) W"0 CIRCO/T N 0 EQUIPMENT r. vi GROUNDING 0 C.T. CABINET OR CONDUCTOR 0) E OTHER SERVICEBONDED MAIN BONDING C (o Lo �EqN ) ENCLOSURE ✓UMPER NEUTRAL BUS- 0 GROUNDED mom'T �coM OD N CONDUCTOR BONDED TERMINAL [ Jo ((o BL OCK-, NOTE 4 dN N N L1-24� � — — — — — — — — — — PHOTOCELL, — CONTACTOR 1, CLASS 1 EE N VAC TRANSFORMER, SEE NO 3 NOTE 5 TYP 20A/12 POLE SQ -D OR EQUAL SEE NO TE 3 (TYP) NO IF 4 (TYP) NOTE 5 R1 2 F -1 120V 24VAC C NEUTRAL L1-24 \1U - -- — ------7� H CE PCNEUTRAL M - - - - - - - - - - -�l_.1N 124VAC SUPPLY DIl MDP -23 1--j �--�---EXTERIOR SIGNAGE rl OVR NOTE 5 MDP-25�-� �-�--EXTERIOR SIGNAGE L - - - - - - - OVERRIDE SWITCH, MDP-27—� i EXTERIOR SIGNAGE R1 - flNof MDP -29 EXTERIOR SIGNAGE 24 VAC RELAYS, (I SEE NOTE 3 MDP-31—� �—MONUMENT SIGNAGE SEE NOTE 3 L C TIMER 2 L1-26---r---� �---DRIVE-THRU CANOPY LTG LR2 - - - - - - - -�NO} # L1-28—I------I----DRIVE-THRU ATM SURROUND LTG i I MDP-26SITE PARKING LOT LTG MDP -28 SITE PARKING LOT LTG I MDP-30SITE PARKING LOT LTG MDP-32�-� f --�- SITE PARKING LOT LTG �--� — SPARE TIMECL 0 C L BASKS SL 1001a R2 I- (FURNISHED BY DIV. 15), C NEUTRAL SEE NO 7E 3 L1-2 FOYER LIGHTS I NOTE 4(TYP ) I IF---- - - - - -I L--J'�-�CONTACT-OR ,#.2, CLASS'S' L{Al I R3 r - - 20A/1 POLE SO -D OR EQUAL --I�A2}TIMER #3 I C NEUTRAL L-- - _ MDP -5 EXHAUST FAN EF -1 ----U� �— BASYS THERMOSTAT BY D1V.15 L J�� CONTACTOR #3 CLASS S' 20A/I POLE SQ -D OR EQUAL 171VE-CL OCK ENOL OSURE SEE NOTE 1 TIMECLOCK / CON7AC7I7R NOTES• 1, PROVIDE NEMA TYPE 1 HINGED ENCLOSURE, TO BE SIZED BY CONTRACTOR, ENCLOSURE TO HOUSE TIMECLOCK, RELAYS, CONTACTORS AND MECHANICAL CONTROL DEVICES. COORDINATE WITH MECHANICAL CONTRACTOR. 2. REFER TO MECHANICAL DRAWINGS FOR BASYS SYSTEM INTERCONNECTION DIAGRAM. PROVIDE CONTROL WIRING PER MANUFACTURER REQUIREMENTS. COORDINATE COMPLETE INSTALLA TION WI TH DIVISION 15. J. 24 VAC RELA Y COILS, TRANSFORMER, PHOTOCELL AND OVERRIDE SWI TCH ARE FURNISHED BY DIVISION 15, INSTALLED SY DIVISION 16. 4. WIRING BY DIVISION 15, 5, WIRING BY DIVISION 16. 3 TIMECLOCK / CONTACTOR DETAIL NOT TO SCALE NO TE 7-' LT0T0�0 -NEUTRAL BUS (NOT BONDED) _ _ PROTECT/ VE -� SLEEVE, NOTE 10 #6 AWG EQUIPMENT NOTE 1-/ GROUNDED SERVICEGROUNDING CONDUCTOR NOTE 9 ENTRANCE CONDUCTOR n NOTE 2 (TYP) TELEPHONE, #4 AWG EQUIPMENT CA TV, MA TV, GROUNDING CONDUCTOR---�/o��. NOTE 6 ETC. SERVICE NOTE 2 (TYP) Q a �1 ,`BACKBOARD NOTE 4 NOTE 9 PROTECTIVE SLEEVE--__ FOOTING -6 & NOTE 5- <1 '2 MIN.- LIGHTING PROTECTION METAL UNDERGROUND- BUILDING STRUCTURAL SYSTEM(IF PRESENT) WA TER PIPE STEEL MEMBER GROUNDING DETAIL NOTES: 1 • ALL METAL CONDUITS ENCLOSING ANY SERVICE CONDUCTORS SHALL BE FITTED WITH A "BONDING BUSHING". SIZE THE JUMPER PER NEC. 2. ALL METAL CONDUITS ENCLOSING ANY GROUNDING ELECTRODE CONDUCTOR SHALL BE FITTED WITH A "BONDING BUSHING" AT EACH END. SIZE THE JUMPER PER NEC. 3. PROVIDE AT LEAST ONE SUPPLEMENTAL GROUNDING ELECTRODE PER NEC. THE SUPPLEMENTAL ELECTRODE SHALL BE A 10'-0" x 3/4" COPPER CLAD GROUND ROD LAID AT LEAST 2" OFF THE BOTTOM OF A CONCRETE FOOTING. SECURE THE GROUND ROD TO THE REBAR WITH STEEL TIE WRAPS. IF THE REBAR BEING USED IN THE FOOTING IS SMALLER THAN 1/2" (#4), THEN USE 20' OF BARE SOLID #4 COPPER WIRE IN PLACE OF THE GROUND ROD. 4• CONNECT TO THE BUILDING'S METAL UNDERGROUND WATER PIPE WITHIN 5' OF ITS ENTRANCE INTO THE BUILDING AND JUMPER ANY WATER METER PER NEC REQUIREMENTS. 5. IF STRUCTURAL STEEL MEMBER IS AVAILABLE, BOND IT TO THE GROUNDING ELECTRODE CONDUCTOR USING A UL LISTED IRREVERSIBLE CLAMP OR LUG. ANY ISOLATED SECTIONS OF BUILDING STEEL DUE TO EXPANSION JOINTS, ETC. SHALL BE ELECTRICALLY BONDED USING A UL LISTED IRREVERSIBLE CLAMP OR WELDED LUG AND BONDING JUMPER. 6. PROVIDE AN EQUIPMENT GROUND BAR AND ATTACH IT TO THE PHONE BOARD. 7. ALL BRANCH CIRCUIT AND FEEDER CONDUITS ARE TO HAVE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR REGARDLESS OF THE CONDUIT MATERIAL. 8. WHERE THE SERVICE CONSISTS OF MULTIPLE DISCONNECTING MEANS IN SEPARATE ENCLOSURES WITHIN THE SAME ROOM, CONNECT A TAP CONDUCTOR FROM THE MAIN GROUNDING ELECTRODE CONDUCTOR TO EACH DISCONNECTING MEANS. TAP SIZE IS BASED ON THE LARGEST SERVICE CONDUCTOR IN THAT SERVICE DISCONNECT ENCLOSURE. 9, PROVIDE A 10'-0" x 5/8" COPPER CLAD GROUND ROD INSTALLED 2 FEET INTO THE EARTH AND AT LEAST 2 FEET FROM EDGE OF ROOF LINE, PROVIDE 1/2" DIAMETER (24 STRANDS OF 14 AWG (EACH)) BARE COPPER WIRE AND INSTALLED 2 FEET MINIMUM BELOW SURFACE OF FINISHED GRADE. 10. PROVIDE A MINIMUM 1" DIAMETER PVC SLEEVE WHEN PENETRATING FLOORS AND WALLS. Q2TYPICAL MAIN SERVICE ENTRANCE GROUND CONNECTIONS (PHASE CONDUCTORS NOT SHOWN) LEGEND EXISTING NEW WORK NEW TO EXISTING CONNEC77ON J 4 o p coc C 4-1 Zc°' 0 j .0 Q rn �7 N Zs� = F- z<C:)� 0 3"U) z ro o E 00U) O `u ® � 6 5 E r �zooNl < m cq w, ago U 03:5 z - , E oto o %) %) u ooOEo. In U c) O ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Electric;pl Diagrams I Amos V W Z �" N A W"0 N 0 r. vi 0 J 0) E C (o Lo �EqN 0 �? V 7 0Q 0 mom'T �coM OD N N N jig Jo ((o 4 dN N N V 1-•' 1�, E J � a 0 ❑ LL o H zQ w rn tl� W ❑ U O < IQ m F— V :3Q LL D 0 0 Oz z Z co W d Q > I _ in Lu J ,Q F - ISSUED / REVISED DATE Permit Set 01/23/06 PERMIT SET JANUARY 23, 2006 Electric;pl Diagrams I Amos 4 5 6 7 8 9 10 C C eiecommunications Legend l no AM IF 110 Ilf Ic A TR- 2- 1 TR- 2- 1 '[R- 2- 1 TR- 2- 14 Ij TR- 2- 1 1,� TR- 2- 1 1,,' TR- 2- 1 TR- 2- 1 TR- 2- 1 2 3 4 5 7 +'TR— 2— 2— 47 TR— 2— 3— 07 TR2-3-08 TR -2-2-48 — 2- TR —2— —16 T� ;j 2— 17 TR -2— 1-39 Ndl TR -2-2-43 Ji —2-2-45 TR -2-2-44 TR TR —2-2-46 8, J 3 ............ 2 — 2— 13 TR— 2 — 48 T' 2-2 TR—14 TR -2—I2-0 ,j a 2-2-15 TR— 2— 2 02 R — T 2— 2;=a10 SCALE: 114!' = l'—U' 46, 8 9 10 GENERAL NOTES TR- 2- 27 R -2-12 T -2 0 TR - 2 - 2 -'03 'TR j 010 2.71 2 7' 04 4 TR- 12 ""12 05 1. WASHINGTON MUTUAL REPRESENTATIVE (IBM) SHALL SCALE: 114!' = l'—U' 46, 8 9 10 GENERAL NOTES 0 j 1. WASHINGTON MUTUAL REPRESENTATIVE (IBM) SHALL co 0 PROVIDE DATA NETWORK INTERCONNECTS FROM WORKSTATION PATCH PANEL TO ETHERNET SWITCHING —cn AND ALL ASSOCIATED WAN/LAN CONNECTIONS TO z c: C PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. C) W.— > 2. WASHINGTON MUTUAL REPRESENTATIVE (IBM) (3 -a SHALL PROVIDE DATA NETWORK INTERCONNECTS z t: TO SUPPORT WAN/LAN CONNECTIONS FOR c - [_ a.) DIGITAL VIDEO MONITORING RECORDING SYSTEM w V) , �� AND SECURITY ALARM SYSTEM. 3'. Z '00 0 a) 3. ALL TELECOMMUNICATIONS CONDUIT WORK SHALL ji U) BE PROVIDED BY THE ELECTRICAL CONTRACTOR. FLAG N%fm.N,;-rIES li SURFACE—MOUNTED DEVICE. 1" CONDUIT IN FLOOR SLAB, ROUTED FROM FLOOR BOX, UP THROUGH WALL CAVITY, TO ACCESSIBLE CEILING SPACE (NIC). CABLING ROUTED VIA J—HOOKS IN ACCESSIBLE CEILING SPACE ABOVE. SEE SPECIFICATION SECTION 17000 FOR SUPPORT SYSTEM REQUIREMENTS. (TYPICAL) PROVIDE (4) CATEGORY 5 25—PAIR CABLES. TERMINATE CABLES AT VOICE 24—PORT PATCH PANEL IN RACK 2 AND AT 110 BLOCK. TERMINATE TWO PAIRS PER EACH RJ -45 PORT ON THE PATCH PANEL. COORDINATE TERMINATION OF PIN CONFIGURATION WITH OWNER. \ NOT USED. `' �J . NOT USED. PROVIDE RJ -31X DEVICE AND MOUNT NEXT TO SECURITY ALARM PANEL. COORDINATE EXACT LOCATION WITH SECURITY VENDOR. TERMINATE CAT 5e CABLE ON RJ -31 X DEVICE AND ON LAST POSITION OF RED 110 BLOCK IN TR. E WALL PHONE LOCATED 16' OFF DOOR JAMB W 1p cn 1p Sco Mn 8 w WHERE APPLICABLE. uic 6 w 'r 0 m c� C3 m E co CD r. < ami 0 U CD N6 fy CD W cy) M Z: LL CD U) W Cq z 0 0 0� LLI 0 o LL 0 z z z 0 w < F_ 1 > C) w 0 W U) ISSUED / REVISED DATE PERMIT SET 1-23-06 PERMIT SET JANUARY 23, 2006 - - ------ --- -- 1 2 3 4 5 g 7 8 9 10 11 0 m A li I 2 4 6 7 8 GENERAL NOTES A. LOW VOLTAGE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT LOCATION OF ALL SECURITY EQUIPMENT CAMERAS, DOUBLE SQUEEZE BUTTONS, ETC., PRIOR TO BEGINNING WORK. F B. THE SECURITY CABLING SHALL BE PROVIDED BY THE LOW VOLTAGE CONTRACTOR. C. THE TERMINATION OF CABLES, INSTALLATION OF ALL SECURITY DEVICES AND FINAL CONNECTION OF SURVEILLANCE/SECURITY EQUIPMENT SHALL BE PROVIDED BY OWNER SECURITY VENDOR—ADT. D. ROUTE SECURITY CABLING VIA J—HOOKS IN ACCESSIBLE CEILING SPACE. SEE SPECIFICATION SECTION 17000 FOR SUPPORT SYSTEM REQUIREMENTS. E C C A ,. ,.. f • ° 8 PER DEVICE '� RG59 COAX & 18 AWG/2C 1 EACH 1 4 FUTURE SECURITY CAMERA ry (WITH DOME) RG59 COAX & 18 AWG/2C 1 EACH .. 22 AWG/4C r- (GENERAL BRANCH '` 1 EACH ,.i'�:. 22 AWG/4C 1 EACH SIL SECURITY INDICATOR LIGHT 18 AWG/2C 1 EACH DC SECURITY DEVICE CONNECTION 22 AWG/12C 1 EACH CR SECURITY CARD READER 18 AWG/6C 1 EACH Q SECURITY MAGLOCK/DOOR STRIKE VIEW CAMERA) E 0 WIRELESS HOLD UP (DEVICE ONLY, NO CABLE CONNECTION OR BACK BOX) PERMIT SET r N € r" .y 1 AMEX E V j A .,...i'1 r 1 - ......... . _ .. ... y®� LO C) .......,.. �1 I SCALE: 1/4' = 1'-0" (1) 1-1/4!' CONDUIT IN FLOOR SLAB, ROUTED FROM FLOOR BOX, UP THROUGH WALL CAVITY, TO ACCESSIBLE CEILING SPACE (NIC). ELECTRICAL CONTRACTOR TO PROVIDE (2) 3/4' CONDUITS, WITH PULL STRINGS, ABOVE INACCESSIBLE CEILING TO DOOR HEADER LOCATIONS ON EACH SIDE OF DOORS. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH—IN. LOW VOLTAGE CONTRACTOR TO PROVIDE SECURITY WIRING, (12 VOLT) FROM SECURITY BACKBOARD, TO DOOR LOCATION FOR EXTENSION TO CARD READER LOCATION AND FINAL CONNECTIONS AT SECURITY BACKBOARD. GENERAL CONTRACTOR TO EXTEND WIRING, THROUGH MULLIONS, FROM DOOR HEADER LOCATION TO MAGNETIC DOOR LOCK DEVICES AND CARD READER LOCATIONS. SECURITY IS RESPONSIBLE FOR ALL CABLE TERMINATIONS. MAGNETIC DOOR LOCKS TO BE INTERLOCKED WITH CARD READER AND SECURITY KEYPAD ALARM SYSTEM. CRASH BARS TO BE WIRED, COMMON AND NORMALLY CLOSED. THE DOORS SHALL UNLOCK AUTOMATICALLY WHEN POWER TO THE SYSTEMS IS LOST; AND/OR WHEN PRESENT, PROTECTIVE SIGNALING SYSTEMS ARE ACTIVATED. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE PROTECTIVE SYSTEMS ARE MANUALLY SET. COORDINATE ALL REQUIREMENTS WITH SECURITY AND FIRE ALARM CONTRACTORS. IF FIRE ALARM SYSTEM INTERFACE IS REQUIRED, PROVIDE A NORMALLY CLOSED DRY CONTACT FIRE ALARM RELAY FOR INTERFACE TO MAGNETIC DOOR LOCK SYSTEM. DOOR LOCK SYSTEM WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL FURNISH AND INSTALL, ON SECURITY BACKBOARD, THE RELAY WHICH SHALL OPEN UPON ACTIVATION OF THE FIRE ALARM. SEE DETAIL 2 ON SHEET E-502 FOR MORE INFORMATION. P�> PROVIDE 15' OF CABLE COILED IN CEILING SPACE FOR FUTURE CAMERA INSTALLATION. SECURITY YM OLd AO W �. C U 8 PER DEVICE SECURITY CAMERA (WITH DOME) RG59 COAX & 18 AWG/2C 1 EACH 1 4 FUTURE SECURITY CAMERA ry (WITH DOME) RG59 COAX & 18 AWG/2C 1 EACH �S SECURITY KEYPAD 22 AWG/4C 1 EACH SM SECURITY MOTION DETECTOR 22 AWG/4C 1 EACH DS SECURITY DOOR SWITCH/CONTACT 22 AWG/4C 1 EACH SIL SECURITY INDICATOR LIGHT 18 AWG/2C 1 EACH DC SECURITY DEVICE CONNECTION 22 AWG/12C 1 EACH CR SECURITY CARD READER 18 AWG/6C 1 EACH Q SECURITY MAGLOCK/DOOR STRIKE 18 AWG/2C 1 EACH 0 WIRELESS HOLD UP (DEVICE ONLY, NO CABLE CONNECTION OR BACK BOX) j a rn ' C: 0 0) z a� .E 0 �s w Z 0 cg AO W �. C U I - .0+ LL 0 z 0U)w< ��ee �Sn > 0 g �tf Igo �® z W 0 c 0Z R m " $ �a E g LU gig$ W 10 m A 0 W ,I) z � 's tu b0 ' II . I U PERMIT SET N Security lour Plan AMEX E Nr N A O o y®� LO C) 0 AO W �. CD � 4 I - .0+ LL 0 z 0U)w< ��ee �Sn > 0 g �tf Igo �® z W 0 0Z R ISSUED / REVISED DATE PERMIT SET 1-23-06 II . I PERMIT SET JANUARY 23, 2006 Security lour Plan 1 2 3 4 5 6 7 8 10 E I C C r 1 2 3 4 5 6 PROVIDE 12"x2" CABLE TRAY, MOUNTSAT +7'-27. PLYWOOD BACKBOARD 7x BY OTHERS (NIC).. (2) 4" C SLEEVES FROM WIRELESS PHONE ACCESSIBLE CEILING SPACE (NIC) EQUIPMENT BY OTHERS VOICE CROSS -CONNECT FIELD, PROVIDE 110 BLOCK PROVIDE TELECOMMUNICATIONS WITH LEGS, (1) 100 PAIR BLUE BLOCK AND (1) 100 GROUNDING BUSBAR, MOUNT PAIR RED BLOCK. PROVIDE 110 JUMPER TROUGHS BELOW THE PBX. WITH LEGS, ABOVE AND BELOW 110 BLOCKS. PBX BY OTHERS (NIC) — VOICE CROSS -CONNECT FIELD, PROVIDE (2) 66 BLOCKS WITH ORANGE COVER, MOUNT ENTRANCE E PROTECTION BY LEC BELOW 66 BLOCKS. PROVIDE (2) CATEGORY 5 25 ---PAIR CABLES IN (E) 27C FROM BUILDING DEMARCATION POINT (MPOE) TO TENANT DEMARCATION POINT IN TELECOMMUNICATIONS ROOM. ASSUME 250'-0" FOR BID PURPOSES ONLY. 1 ENLARGED*'Trrl*" { T-50 SCALE: 1/4" = 1'-0" 19" WIDE EQUIPMENT 26 38 1-�11---=lY==I——=I DIGI PORTSERVER RACK (TYP OF 2) RACK 1 i- RA K 4" VERTICAL WIRE 4 -RU OPEN FOR FUTURE CISCO SWITCH #1 BY MANAGEMENT PANEL EQUIPMENT --L- ° ° U (TYP OF 3) GDC 554A CSU/DSU BY - - a r. — r. _..� Y FE o 8�� a a a o 0 0 8 (] �� : 2 -RU WIRE MANAGEMENT OTHERS (NIC) ,I I. �i� 43 PANEL (TYP OF 8) 3 -RU EQUIPMENT SHELF 42 CISCO ROUTER BY 42 41 28 3COM 3CP3453 MODEM BY ------.�° '- 40_ , ra o : Bo0oBo0a�o0oB o a a o 0 0 39 CAT 48 -PORT PATCH OTHERS (NIC) (TYP OF 2) L �>>I 5e, —Id GGo 29 PANEL FOR VOICE STATION C A OTHERS (NIC) 26 38 1-�11---=lY==I——=I DIGI PORTSERVER TS 16 37 i- RACK BY OTHERS (NIC) 35 CISCO SWITCH #1 BY 34 c OTHERS (NIC) U 35 d CISCO SWITCH #2 BY 32 11111 OTHERS (NIC) ° c LU 29 ` co CISCO ROUTER BY 28 OTHERS (NIC) 26 BBII I®®E 1-�11---=lY==I——=I _-- � c Zai_ � J i- . � m 1 CAT 5e, 24 -POR A H 25 rel, w c '� U 35 d c OTHERS (NIC) 26 BBII I®®E o _-- � c Zai_ • i- � m 1 CAT 5e, 24 -POR A H 25 rel, w '� U 35 d c O 11111 PANEL FOR VOICE STATION 24 c LU rp w ` co 3231_, ,., .. Ta ANALOG CROSS -CONNECTS .24—PORTPATCH 23 22 IN 29 PANEL FOR VOICE STATION I- DIGITAL'•• NNECTS 23 22 ---•-Ir•28 27 OTHERS (NIC) 26 BBII I®®E o _-- � c Zai_ • i- � m 1 CAT 5e, 24 -POR A H 25 rel, w '� U c O 25 PANEL FOR VOICE STATION 24 c LU rp w ` co 24 ANALOG CROSS -CONNECTS MONITOR BY OTHERS (NIC) 23 22 10 01 23 22 21 21 KEYBOARD/MONITOR COMBINATION 20 '� G 20 EQUIPMENT SHELF 19 ` FUTURE EQUIPMENT 19 ►®- I to GDC 554A CSU/DSU BY °�- - - - - OTHERS (NIC) 1 RU KVM 8 -PORT SWITCH 17 E E "s ''Y 16 PROVIDED AND INSTALLED BY 04 OTHERS (NIC) (TYP OF 2) o " 15 3 -RU EQUIPMENT SHELF OTHERS (NIC) 155 a o 11 O ® Amy 15 14 SERVERS BY OTHERS (NIC) 13 12 RACK BY OTHERS (NIC) a 13 12 11 % 0 0 ci OTHERS (NIC) 11 X90 FUTURE SERVERS BY 10 9 � 1 � ; � - O a OTHERS (NIC) I 9 t0 HEAVY-DUTY EQUIPMENT SHELF OTHERS (NIC) R OTHERS (NIC) "BUM s 0 i MONITOR BY OWNER (NIC) INTERFACE EXPANDER B ; I a eywawa _ LO 8 MASTER SWITCH KEYBOARD/IVI 5 _ COMBINATION EQUIIPMENT ®� LLI 4°°3 I Ips �� eii z� J3 ENVIRONMENTAL MONITOR HEAVY-DUTY EQUIPMENT SHELFy;, 3° IF°;r k 61 a i re1i3`i e LL.I 3i�:? APC SMART --UPS 3000 _ ��`\1I �bf tR�y'I�i�kt s... _. o EQUIPMENT SUPPORT BRACKET, EQUIPMENT GROUND PER NEC ° ® ° ° MOUNT TO BACKSIDE OF RACK EIA/TIA STANDARDS (TYP) BACK 1. CONTRACTOR SHALL PROVIDE COMPLETE FREE STANDING RACK ASSEMBLY, INCLUDING ANCHOR BOLTS, CLAMPS, RACKS AND MISC. INSTALLATION HARDWARE. CONTRACTOR SHALL EQUIP EACH RACK AS SHOWN, AND AS DESCRIBED IN THE SPECIFICATIONS. PROVIDE WIRE MANAGEMENT, PLUG STRIPS, PATCH PANELS, ETC., UNLESS NOTED OTHERWISE. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED GROUNDING ELECTRODE SUBSYSTEM WITH #6 AWG CU., STRANDED, GREEN GROUNDING CONDUCTOR. 2. APC EQUIPMENT WILL BE OWNER PROVIDED, CONTRACTOR INSTALLED. 3. CONTRACTOR SHALL REMOVE RUBBER FEET FROM UPS PERIPHERAL DEVICES PRIOR TO INSTALLATION IN EQUIPMENT RACK. TR RACK ELEVAT10"'N DETAIL SCALE: NONE 2 -RU WIRE MANAGEMENT PANEL (TYP OF 9) 0 4"x4" SURFACE -MOUNTED 1 BOX WITH L5 -30R, SEE DETAIL 'I ON SHEET T-502 CAT 5e, 48 -PORT PATCH PANEL (TYP OF 3) (6) CABLE MANAGEMENT RINGS (1) CAT 5e, 24 -PORT PATCH PANEL FOR VOICE STATION DIGITAL CROSS -CONNECTS (1) CAT 5e, 24 -PORT PATCH PANEL FOR VOICE STATION ANALOG CROSS -CONNECTS UPS FACTORY CORD WITH NEMA L5 -30P SERVERS BY OTHERS (NIC) HEAVY-DUTY EQUIPMENT SHELF OWNER -PROVIDED, CONTRACTOR -INSTALLED EQUIPMENT EQUIPMENT SUPPORT BRACKET, MOUNT TO BACKSIDE OF RACK RACK 2 II��BB i. BBII I®®E o ®� � c Zai_ • i- � m rel, w o co rn BACK RE—OAW93EIM CONTRACTOR SHALL PROVIDE COMPLETE FREE STANDING RACK ASSEMBLY, INCLUDING ANCHOR BOLTS, CLAMPS, RACKS AND MISC. INSTALLATION HARDWARE. CONTRACTOR SHALL EQUIP EACH RACK AS SHOWN, AND AS DESCRIBED IN THE SPECIFICATIONS. PROVIDE WIRE MANAGEMENT, PLUG STRIPS, PATCH PANELS, ETC., UNLESS NOTED OTHERWISE. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED GROUNDING ELECTRODE SUBSYSTEM WITH #6 AWG CU., STRANDED, GREEN GROUNDING CONDUCTOR. 4 111111 iiii 11 1' 11111 1 q l�IF - " 4-1 4..� SCALE: NONE ISSUED / REVISED DATE PERMIT SET T 1-23-06 PERMIT SET JANUARY 23, 2006 Enlarged Rack Layouts o � c Zai_ cn 0 �,� � m T w Z U BACK RE—OAW93EIM CONTRACTOR SHALL PROVIDE COMPLETE FREE STANDING RACK ASSEMBLY, INCLUDING ANCHOR BOLTS, CLAMPS, RACKS AND MISC. INSTALLATION HARDWARE. CONTRACTOR SHALL EQUIP EACH RACK AS SHOWN, AND AS DESCRIBED IN THE SPECIFICATIONS. PROVIDE WIRE MANAGEMENT, PLUG STRIPS, PATCH PANELS, ETC., UNLESS NOTED OTHERWISE. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED GROUNDING ELECTRODE SUBSYSTEM WITH #6 AWG CU., STRANDED, GREEN GROUNDING CONDUCTOR. 4 111111 iiii 11 1' 11111 1 q l�IF - " 4-1 4..� SCALE: NONE ISSUED / REVISED DATE PERMIT SET T 1-23-06 PERMIT SET JANUARY 23, 2006 Enlarged Rack Layouts cn 0 k c O a E •. .. c LU rp w ` co 2 � ro Elin v � 10 01 G 4 -RU OPEN FOR ` FUTURE EQUIPMENT ►®- I to GDC 554A CSU/DSU BY °�- - - - - OTHERS (NIC) E E 3CQM 3CP3453 MODEM BY -- 04 OTHERS (NIC) (TYP OF 2) o " ,�.. o 3 -RU EQUIPMENT SHELF a o 11 O DIGi PORTSERVER TS 16 RACK BY OTHERS (NIC) CISCO SWITCH #1 BY 0 0 ci OTHERS (NIC) X90 CISCO SWITCH #2 BY O a OTHERS (NIC) CISCO ROUTER BY A OTHERS (NIC) "BUM 0 C) MONITOR BY OWNER (NIC) _I LO KEYBOARD/IVI COMBINATION EQUIIPMENT ®� LLI o.m,,.:,m� SHELF z� 1 RU 8 --PORT KVM SWITCH 04 LL.I PROVIDED AND INSTALLED BY 0 OTHERS (NIC) 0LL ® 49" POWER STRIP WITH z 0 U) L1.ri Q I- GROUNDED ® > w - POWER CORD (TYP OF 2) Q I4 FUTURE SERVERS BY w ° OTHERS (NIC)memo a i 1 imm ! HEAVY-DUTY I...... �° ° V ° O 0 O O EQUIPMENT SHELF BACK RE—OAW93EIM CONTRACTOR SHALL PROVIDE COMPLETE FREE STANDING RACK ASSEMBLY, INCLUDING ANCHOR BOLTS, CLAMPS, RACKS AND MISC. INSTALLATION HARDWARE. CONTRACTOR SHALL EQUIP EACH RACK AS SHOWN, AND AS DESCRIBED IN THE SPECIFICATIONS. PROVIDE WIRE MANAGEMENT, PLUG STRIPS, PATCH PANELS, ETC., UNLESS NOTED OTHERWISE. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED GROUNDING ELECTRODE SUBSYSTEM WITH #6 AWG CU., STRANDED, GREEN GROUNDING CONDUCTOR. 4 111111 iiii 11 1' 11111 1 q l�IF - " 4-1 4..� SCALE: NONE ISSUED / REVISED DATE PERMIT SET T 1-23-06 PERMIT SET JANUARY 23, 2006 Enlarged Rack Layouts F E N C A 3/4!'C TO ELECTRICAL PANEL 2 SEALTIGHT FLEXIBLE CONDUIT WITH 30A CONDUCTORS. BRACE TO SIDE OF LADDER RACK WITHIN 12" OF 3 CONDUIT FITTING J -BOX SHALL BE CLEAR OF EQUIPMENT MOUNTING SPACE. ROUTE CORD THROUGH D -RINGS WHERE AVAILABLE. STRAP CORD TO RACK AT 24" INTERVALS. NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING INSTALLATION INCLUDING, MISCELLANEOUS APPURTENANCES. PART NUMBERS ARE SHOWN AS AN (OR EQUIVALENT). THE CONTRACTOR SHALL ISSUE A SUBSTITUTION REQUEST FOR CHANGES TO THIS DETAIL OR PART NUMBERS. ELEVATION' DET —I VIEW -502/ SCALE: NONE 4 PLASTIC BUSHING - RADIUS ELBOW 90' FROM TYPICAL LOCATION OTHER LOW VOLTAGE CABLES CLAMPING DETAIL 5 RUN OPEN CABLING ABOVE LAY -IN CEILINGS. RUN CONDUIT TO CABLE TRAY IN ALL OTHER LOCATIONS. PROVIDE TWO FAST SPLICE FOR CABLE TRAY COUPLING. -- ' D -RINGS / J-HOOKSr,. 40" ON CENTER. COPPER CABLE OR OPTICAL FIBER CABLE 7 8 9 10 TYPICAL RADIUS CORNER. INTERIOR RADIUS SHALL BE 5" MINIMUM, OUTSIDE SIZE WILL VARY WITH TRAY WIDTH. ,,. CLAMP CORNERS � o WITH SPLICE m i WASHER ASSEMBLY �;. r C) ti � N Z — t� {- ai r ah i~ '40 coo o - cn UNIVERSAL SUPPORT BRACKET SUPPORT TRAY AT 5 FOOT INTERVALS, =f STARTING AT 1 FOOT OFF THE FIRST AND LAST SEGMENTS OF CABLE TRAY. CABLE TRAY, SEE PLANS FOR SIZE, JUNCTION BOXES CORNERS, TEES, ETC. INFORMATION. w3 , NO,M& PROVIDE WATERFALLS AT CABLE EXIT LOCATIONS. - 1. CABLE TRAY MAY BE SUPPORTED WITH OTHER SUPPORT MECHANISMS THAT THE APPROVED MANUFACTURER HAS TO OFFER. CONTRACTOR SHALL OBTAIN, IN WRITING, APPROVAL FROM THE ENGINEER BEFORE ANY SUBSTITUTIONS CAN BE MADE. 2. PROVIDE THE FAS ROLLER TO PULL CABLE INTO CABLE TRAY. 3. CABLE TRAY SHALL BE ROUTED AROUND, OVER OR UNDER ANY OBSTACLES THAT INTERFERE WITH THE DECLARED PATH. CONTRACTOR SHALL FOLLOW CUTTING AND BENDING RECOMMENDATIONS FROM THE MANUFACTURER'S INSTALLATION GUIDE AS WELL AS THE MINIMUM CABLE BEND RADIUS ALLOWED PER ANSI/TIA/EIA STANDARDS. 4. NOT ALL PARTS ARE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING INSTALLATION INCLUDING MISCELLANEOUS APPURTENANCES. CAEBLE TRAY R0UTI1'\j'G ANDASSEmm. TIDE L TA I SCALE: NONE TRAPEZE HANGING CLIPS WITH THREADED ROD AT 5 FOOT INTERVALS, STARTING AT 1 FOOT OFF THE FIRST AND LAST SEGMENTS OF CABLE TRAY. Ld i-- _j N Cc Z LL L U: LLI > N tam 1/4!' X 27 X 10" COPPER GROUND BAR WITH WALL 0 0� m MOUNTING BRACKETS AND INSULATORS 0 z z Z®fAUj > � w an 0 a #6 AWG STRANDED BARE COPPER -'^GROUND WIRE TO BUILDING MAIN ELECTRICAL GROUND CABLE TRAY J / ISSUED ! REVISED DATE L%'(�jTin PERMIT' SET 1-23-06 #6 AWG STRANDED GREEN SHEATH (TYP) EQUIPMENT RACK -"'� NOTES NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE -- CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING -- INSTALLATION INCLUDING, MISCELLANEOUS APPURTENANCES. PART NUMBERS ARE SHOWN AS AN (OR EQUIVALENT). THE CONTRACTOR SHALL ISSUE A SUBSTITUTION REQUEST FOR PERMIT SET CHANGES TO THIS DETAIL OR PART NUMBER. JANUARY 23, 2006 3G R 0 U IND B lJ LY Telecommunications Details T-50 SCALE: NONE Im""02 � o m b � Z (D C) � N Z — t� {- ai w Z ah i~ '40 coo o - cn Ld i-- _j N Cc Z LL L U: LLI > N tam 1/4!' X 27 X 10" COPPER GROUND BAR WITH WALL 0 0� m MOUNTING BRACKETS AND INSULATORS 0 z z Z®fAUj > � w an 0 a #6 AWG STRANDED BARE COPPER -'^GROUND WIRE TO BUILDING MAIN ELECTRICAL GROUND CABLE TRAY J / ISSUED ! REVISED DATE L%'(�jTin PERMIT' SET 1-23-06 #6 AWG STRANDED GREEN SHEATH (TYP) EQUIPMENT RACK -"'� NOTES NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE -- CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING -- INSTALLATION INCLUDING, MISCELLANEOUS APPURTENANCES. PART NUMBERS ARE SHOWN AS AN (OR EQUIVALENT). THE CONTRACTOR SHALL ISSUE A SUBSTITUTION REQUEST FOR PERMIT SET CHANGES TO THIS DETAIL OR PART NUMBER. JANUARY 23, 2006 3G R 0 U IND B lJ LY Telecommunications Details T-50 SCALE: NONE Im""02 U TO TR'S � E 0 TO SYSTEM W JUNCTION BOXES w3 , OR HEAD END 01t E N m o U Ld i-- _j N Cc Z LL L U: LLI > N tam 1/4!' X 27 X 10" COPPER GROUND BAR WITH WALL 0 0� m MOUNTING BRACKETS AND INSULATORS 0 z z Z®fAUj > � w an 0 a #6 AWG STRANDED BARE COPPER -'^GROUND WIRE TO BUILDING MAIN ELECTRICAL GROUND CABLE TRAY J / ISSUED ! REVISED DATE L%'(�jTin PERMIT' SET 1-23-06 #6 AWG STRANDED GREEN SHEATH (TYP) EQUIPMENT RACK -"'� NOTES NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE -- CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING -- INSTALLATION INCLUDING, MISCELLANEOUS APPURTENANCES. PART NUMBERS ARE SHOWN AS AN (OR EQUIVALENT). THE CONTRACTOR SHALL ISSUE A SUBSTITUTION REQUEST FOR PERMIT SET CHANGES TO THIS DETAIL OR PART NUMBER. JANUARY 23, 2006 3G R 0 U IND B lJ LY Telecommunications Details T-50 SCALE: NONE Im""02 F E A C NF1 1 2 3 PROVIDED BY VOICE EQUIPMENT INSTALLER I— — — — (2) CAT 5 25 PAIR CABLES TO BUILDING DEMARCATION (MPOE). ..._..._..._......------------- - ..........._ _. _.. P Ld I i Ld z z _� Wa-w W Ld J U) L� Ld Fx I-V) f CABLINQ TO TELEPHONE KEY SY�TEM VOICE gROSS-CONNECT FIELD, (12) 66 BLOCKs, ORANGE► FIELD PROVIDED BY TELECOMMUNICATIONS CONTRACTOR CABLE TRAY CAT 5e CABLES TERMINATE ON 110 BLOCKS WITH C4 CLIP FOR SECURITY SYSTEM CATEGORY 5 25 PAIR CABLES FROM VOICE PATCH PANEL TO BLUE STATION FIELD, SEE FLAG NOTE 4 ON SHEET T-111 FOR ADDITIONAL INFORMATION. i '—VOICE CROSS -CONNECT FIELD, 110 BLOCK W/ LEGS, BLUE FIELD �VOICE CROSS -CONNECT FIELD, 110 BLOCK W/ LEGS, RED FIELD --VIKING TG -1 BLOCK I INTERFACE a B- 1 a PLYWOOD BACKBOARD BY OTHERS 1. TOP OF 110 WALL FIELDS SHALL BE 5'-0" AFF 2. VOICE EQUIPMENT INSTALLER SHALL PROVIDE ALL MATERIALS AND LABOR TO PERFORM CROSS -CONNECTS AT EQUIPMENT RACK ON PATCH PANELS AND CROSS -CONNECTS BETWEEN 66 BLOCKS AND 110 BLOCKS. SCALE: NONE HANGERS FOR PHONE 4 5 6 7 8 T 5e CABLES TO 4TION PATCH NEL ON RACK OSS --CONNECT T 5e PATCH RDS TO VOICE TCH PANEL OM STATION TCH PANEL TR -2-1-1;2 iar� Z=0o mho WIRING PATTEF T568B [-- oz z i :D C7�m� JACK ZI—Zt—cel—�F— �r2�T��JT m�U3:o�m� PATCH PANEL UNIVERSAL PUNCH DOWN DETAIL SCALE: NONE TELECOMMUNICATIONS ROOM RACK DESIGNATION PATCH PANEL DESIGNATION PORT DESIGNATION TR -2-1-1,2 i 9 10 � a c» 0 0 3 - Z z (t) ._0 0 > - � � w 'o c� z 'L M Q o m O A ---CONNECTOR PATCH PANEL 110 STRIP 0 /X MAXIMUM LENGTH OF CONDUCTOR PAIR EXPOSED BEYOND CABLE JACKET NOT TO EXCEED 11Z' (TYP) MAINTAIN TIGHT PAIR TWIST UP TO POINT OF TERMINATION o (TYP EACH PAIR) N 110 TERMINATION CENTER CABLE ON PROTECTION COVER 110 TERMINALS (TYP) SUPPLIED WITH PANELZ PATCH PANEL N C O c Eo E E n"- C pppO V 111 N 2 rip (n (n N w- —\—BEND RADIUS MINIMUM 4 CABLE BEND RADIUS VELCRO a] TIMES OUTSIDE CABLE SUPPORT BAR SUPPLIED, STRAPS DIAMETER WITH PANEL U i� E N 3 UNIVERSAL PLAN WN DETAILcoCD T-503 SCALE: NONE E Q cm 0 w U TELECOMMUNICATIONS ROOM RACK DESIGNATION PATCH PANEL DESIGNATION PORT DESIGNATION TR -2-1-11,2 TELECOMMUNICATIONS ROOM RACK DESIGNATION PATCH PANEL DESIGNATION PORT DESIGNATION DATA ICON PHONE ICON DATA ICON (TYP) FM PHONE ICON DATA ICON (TYP) PHONE ICON CATEGORY 5e, RJ45, " PHONE ICON 8P8C, MODULAR JACK (TYP) -�- �ie CATEGORY 5e, RJ45, �e 8P8C, MODULAR JACK BLANK MODULE CATEGORY 5e, RJ45, BLANK MODULE CATEGORY 5e, RJ45, 8P8C, MODULAR 8P8C, MODULAR (TYP) TR -2-1-1 JACK (TYP) - JACK (TYP) a PORT DESIGNATION — PATCH PANEL DESIGNATION RACK DESIGNATION TR --2-1-3 TR -2-1-3,4 TELECOMMUNICATIONS ROOM DRAWING SYMBOL-- � DRAWING SYMBOL 2 DRAWING SYMBOL ---V DRAWING SYMBOL 4 TELECO" " 0 M" M" U I ATI N LABEL T' IL 5 `T L GC)IVIi�l1 I ATI®N LABEL IL 6 1�° L �J I ', SI NLABEL TAIL 7 ®T L® IC TION LABEL TIL SCALE: NONE T-503 SCALE: NONET-503 SCALE: NONE T-503 SCALE: NONE 1 Telecommun'q'cafions Details 5 y Y' s R� CL, LuILI Co a rn L N �-.� 0 < 0 0LL �$ w < U ®. w � z w 0 ;. n ISSUED / REVISED DATE PERMIT SET 1-23-06 PERMIT SET JANUARY 23, 2006 Telecommun'q'cafions Details 5 y Y' s R�