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HomeMy WebLinkAbout1700 Rinehart Rd 04-3005 New Commercial Bldg� q VICINITY MAP - PROJECT INFORMATION LOCATION: CITY OF SANFORD SEAL 1 SEMINOLE COUNTY, FLORIDA F i ' kAtesa-.^� , t¢ s ,sf: f4.,. 'ks ss e�y r,'. �. g' .^.$ ��' � ,d „ x s t�,r ? t �� ��,x ss��`"� �'�Ct' .� PROJECT ADDRESS. 4 f�� � 7� � °� �,.,� �, �z��;�,�� 9 � � 1400 RI NE HART ROAD I 51" �` 4 > `� � SANFORD, FLORIDA 32771 � . 3i�±k `d �" .e i • ° +X�ye�i3 � z'?�' s r' , a e a� >�'. �. � x "ate � ��,��'�m : ro.��`« '.' s"'s$i r ,✓ .a-,; r �r �se� £`oaf++'';.,.., x . �iCs SITE ZONING: , I— II i BUILDING SET BACKS: FRONT: 25 0 p¢{ II flip p. fi:,w.e 1," V R 01 III SIDE: 10 a,,!` , r r -' 1 roJ OB I ..Eke ir3 4 f 1 _T,.�� a ;_ SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS I ' ... a 4 REVISIONS - �# ' APPLICABLE CODES: rary#� kx b, s �� n r . , . � ;� E�DrtIPTION ,R,.y�. g `4- FLORIDA BUILDING CODE FBC 2001 EDITION �, , tk1y'ii �+C`r��ts ( } # DATE D Z .i l $ # j 05/ 19/ 04 DRAWING LIST COORDINATION � LIFE SAFETY CODE (NFPA 101) 2000 EDITION 0 � 3 ,< a.3 5: j&�FF r :y x$„} pd 1 #':•'" ,tt-k,f y. g. i...,-.s,.., ;`: 's�4 i:' , .. :` -: ,r ....., a y...'i: IY! ...a ,:t. = _ I , NATIONAL ELECTRIC CODE (NEC) 2002 EDITION 3 05/ 2s/ 04 ARCW STRJC COORD M, {,., _ M �. ._;,; INTERNATIONAL Gr,�. CODE IGC 2000 EDITION � � t y 1­506/01/04 MEP COORDINATION s.►. ,,:m. $ , ,,, ..w.. INTERNATIONAL MECH;tiNICAL CODE (IMC) 2000 EDITION *`F arF, i Ott a / '. ' ;. ,.;, A, x, # .�, `. $ INTERNATIONAL PLUMBING CODE IPC 2000 EDITION ' �T i ( ) ! "Yt i x ,•.. a :.,.,. «. £r '`.''4 ia�^ �' a. mt a,.-1'"x'.:"y- . d s.fk... [V #,�F, Y„'" .g,,;.: sjrI tr-, f ..jc,� '�rtiT:-R._ i s �a4a w �;. ,'$ a *.>b ad, f!: $ �f. 5�P ., "d' t"w' g.;.w y ar i' ss?:. �n .'4a�/4, `. a".x a...'k `•.lE t". '`_.#° $ �s,ia$i .:.�fi $3eY3 l ' � "{F �',. :'�` .€,,. 3.YV&") d3 awrk 't .. — '... I . g r"� � ,:" , {�) } F§ q '�1 r<. g �[ pg�j " �A} � z�:s ��^� s " I;,w;{ "¢j't •_� C , ��,"'g � � F �; • ,,,,a;, j, r j'.' 1 o i "'t"(.. x.`,"w•�?,�'at b}1.[ t A,i i.fi?' r, .era �.a if ..'%�:`. a9, x 7_ a A;: OCCUPANCY CLAD { SIFI� TION: MERCANTILE 4 ,ax ,p 9x.x x+ 4 �` T" 5+{, P:i. r g} 't-da ', Y-"#-",w"s..:.i' r 4';.a€.: CT! ... .,, Fib; ND��� �,� �� �; � I TYPE OF CONSTRUCT! � '�'_` TYPE IV UNPROTECTED n r� �reenbrfc�r �, y = EL SPRINKLERED l a s 7 tjArIs i x j. 14 "+ { 4' �xJ t s y ; " t ,,7h F #. ¢¢ '•',�j` kywf' [ py� t` {- y- ' s.y y ae i`F f x Y Y ,' 3. t`+`�t "�rwA.4 a•,.l-A :i, "'' I .",:.rj AV M .^:,g 6 I: p4 t .. ,. _,. �a., '. ALLOWABLE HEIGHT: 2 STORIES 55 1 ,.a'-.`'d y` '. £" "! • e`"a r" :s i a r 5 : .*- w f �ta , ' d»""`>':....x �7 ,�.'t + �`" ,mr �: ...,.....'": f ACTUAL HEIGHT: ONE STORY - VARIES (35'-0" MAX.) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) Bridyu OCCUPANT SEPARATION: N/A *1080 OICORad O TENANT SEPARATION: N/A REEXITS REQUIRED: N/A * VlEWED PROJECT I EC-�-OILY j� '� EXITS PROVIDED: N/A * This document is 4�i Phillips Partnership, PC and is considered an Instrument of Service and is solely For use with _ /— '�f respect to the project as indicated below. All rights reserved. ,rj—('o�"-- This document may not he reproduced without the prior TRAVEL DISTANCE: written consent of Phillips PartnerMhip, PC. Sanford Fire Pr ;ve #ion My. SPRINKLERED: 200'-0" TENANT R o s I I GO A 7 6 Date: o MAX. OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1 1080 HOLCOMB BRIDGE ROAD JOEL MABRY BLDG. 200 SUITE 150 TEL: (770) 643-6566 PHONE (770) 64�j-6566 X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL ROSWELL, GA 30075 FAX: (770) 643-9540 LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH roc-3 9000 CENTRAL PARK WEST DWIGHT BAILEY F A X' (7 7 0) 6' 4 0 SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 LIST OF DRAWINGS i CIVIL: KIMLEY-HORN ASSOCIATES MELANIE EDWARDS PROJECT 3660 MAGUIRE BLVD. SUITE 200 TEL: 407 898-1511 ARCHITECTURAL�$K-A-6 ORLANDO, FL 32803 FAX: (407) 898-4791 THE MARKETPLACE CS-1 COVER SHEET I STRUCTURAL: HAINES GIPSON &ASSOCIATES RANDY GIPSON t sc AT SEMINOLE TOWNE CENTER 1550 NORTH BROWN ROAD A-1.1 OVERALL SIDEWALK PLAN A SUITE 100 TEL: (770) 491-7550 IRE ,CEO I A-1.2 OVERALL SIDEWALK PLAN TUCKER, GA 30043 FAX: (770) 491-7750 A-1.3 OVERALL SIDEWALK PLAN '? A-1.4 OVERALL SIDEWALK PLAN A-1.5 OVERALL SIDEWALK PLAN SANFORD, FLORIDA A-5.1 WALL SECTIONS BETWEEN BUILDINGS � MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS GA 30093 TEL: 770 447-5547 A-5.2 WALL SECTIONS BETWEEN BUILDINGS ' ( ) A-5.3 WALL SECTIONS BETWEEN BUILDINGS CLIENT FAX: (770) 448-0262 � _ A-7.1 TYPICAL DETAILS I A �. y ELECTRICAL: JORDAN & SKALA TONY OWEN A-7.2 TYPICAL DETAILS A-7.3 TYPICAL DETAILS 5635 OAKBROOK PARKWAY------ A-7 4 �" NORCROSS, GA 30093 TEL. (770) 447-5547. _ _ ✓ Ul. ASSEMBLIES FAX: (770) 448-0262 DAatlfard Fire'• ��#y Ai�ljj LANDSCAPE SITE SOLUTIONS DAVI D FLOYD Date: NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE 1080 HOLCOMB BRIDGE ROAD SUITE C-101 TEL: (404) 705-941'l A R T E R S H I Fire Dfihf., BUROSWELILDING L, GA3007550 ATLANTA, GA 30342 FAX: (404) 459-9412 ELECTRICALTEL (770) ' � � final Ins '---.- 645-6566 FAX 7 43-9540 �5 A , ;„ -_ ZJr PHILLIPS JOB NUMBER GENERAL TBD date R A, SYMBOLS DT , AND NOTE — _ _._� 1� 0208616 Architecture ®Interior Design � Planning .�.� �...��: �,.x�# ;: �g�,��_��:�§� ��:.5,.. _.r -. CONTRACTOR. SITE ELECTRICAL PLAN ISSUE DATE MAY 14, 2004 DRAWN BY/CHECKED BY DEB/DEB BUILDING CITY OF SANFORD DON FLORIAN 9000 CENTRAL PARK WEST DRAWING TITLE YF� DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 PLANS VIEW COVER SHEET FAX: SUITE 4,00% CITY OF sWFORD FIRE CITY OF SANFORD CONTACT PERSON REVISION # 3 SUMMARY SHEET NUMBER DEPARTMENT: 300 N. PARK AVENUE ATLANTA, A GEU"R(G'4'IA30328 SANFORD, FL 32772 TELEPHONE A. UPDATED DRAWING LIST FAX REVISION # 5 SUMMARY C %J 770L. SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 A. ADDED ELECTRICAL PAGE LAKE MONROE, FL 32747 FAX (770) I 50'-0" a SHOPS'A' LO 00 BY G.C. SEE TARGET PLANS 0 N ff - ------------------------ --, I I I I I L I I = I I 1 I I I I I 1 I I I L---------, L---------- a 0 II I I_ 0 0 CIRCUIT CITY �o�000000000000 r, BY OTHERS IUD 0 I I I I 0 0 Fi I I I I I l I � T a I I I II 0 - _- -- I LJ I I I I I I I I I I I I I I I II 0 0 u I i u I I I I I O O F9-1 �' t r L i NORTH 1 PARTIAL FLOOR PLAN PART 'N A 1.1 SCALE: 1116"=1'-0' 8 0 0 0 a E a u a 0 r.- 0 ALI — — — —��PART A I I I I A I ANCHOR i I i NORTH () KEY PLAN O O O 0 0 0 0 O O 0 4 El u 0 0 0 I N u SUPER TARGET BY OTHERS 0 0 0 0 0 0 0 0 0 0 REVISION # 1 SUMMARY A. ADDED SHEET 101 I SEAL REVISIONS # DATE DESCRIPTION 0 DRAWING LIST COORDINATION 051 19104 This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below_ All rights reserved. This document may not be reproduced without the prior written content of Phillips Partnership, PC. TENANT o I 1 i PROJECT I THE MARKETPLACE i i AT SEMINOLE TOWNE CENTER 1 SANFORD, FLORIDA CLIENT G CF NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616:` , ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE 1 i OVERALL SIDEWALK PLAN SHEET NUNIBI-R� A=1 1 f NORTH KEY PLAN 7i I L L I P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394.1616 Fax 770.394.1314 CONSULTANT I I SEAL REVISIONS # DATE DESCRIPTION 07/08/ 04 SPORTS AUTHORITY CHANGE This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4* SANFORD, FLORIDA CLIENT I - 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES-ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE OVERALL SIDEWALK PLAN SHEET NUMBER NORTH 1 PARTIAL FLOOR PLAN PART 'B' law UA-1.2 SCALE: 1/16"=1'-0" 71 4 wmw 149'-52" MARSHALLS MAJOR TENANT'i 0 0 r ------------ ----------------- ---- ------- ---- ono o — — — — — — — — — — — -- 0 I 0 0 NORTH 1 PARTIAL FLOOR PLAN PART'D' A-1.3 SCALE: 1116"=l'-0" " 95'-104 N AA AA 131'-4" 13 i L-. a FF-71 LINENS-N-THINGS MAJOR TENANT'F' A ANCHOR NORTH %'wJa KEY PLAN 159'A4 " 4 I I i AA REVISION # 8 SUMMARY A. CLARIFIED FINISH FLOOR CONSULTANT SEAL i I i REVISIONS # DATE DESCRIPTION 0 07126/ 04 FINISH FLOOR ELEVATION CHANGE Q 07/26/ 04 SHOE CARNIVAUDRESS BARN CHANGE Q 07/26/ 04 OLD NAVY CHANGE I i This document is © Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 4 I i i I I PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT ELEVATION "+ REVISION # 9 SUMMARY NORTH AMEWCAN PROPEKnIF 1 A. AREA REDUCTION FOR DRESS BARN f, & SHOE CARNIVAL NORTH AMERICAN PROPERTIES-ATLAi,. 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 REVISION#11 SUMMARY PHILLIPS JOB NUMBER 0208616 A. INCREASED DEPTH OF OLD NAVY ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE OVERALL SIDEWALK PLAN SHEET NUMBER A=1 m3 Slot It •' ! i I i \NCHOR ' PLAN It UI _"'1ML1AJ IV NORTH 1 PARTIAL FLOOR PLAN PART F A 1.4 SCALE: 1116"=1'-0" r PARTE _J REVISION # 10 SUMMARY A. AREA INCREASE FOR SHOPS'C', OMIT SHOPS'D' REVISION # 14 SUMMARY A. ADD NEW TENANT >ti I L L I.;F!i P A R T N E R S H I P Architecture • Interior Design - Planning lhon,! 770.3941616 F 770.394.1314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 07/26/ 04 SHOPS'C' CHANGE ® 08/19/ 04 SOFA EXPRESS SHELL Bt This document is ® Phillips Partnership, PC and is considered on Instrument of 5ervice and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PRO) ECT THE MARKrETPLACE AT SEMINOLE TOWNE CENTER v v SANFORD, FLORIDA CLI ENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE OVERALL SIDEWALK PLAN SHEET NUMBER A=1 m,4 164'-11 " try I I II I II II I 00 SHOPS T' 0 IF� E �.� ailLO a 85'-0" NORTH 1 PARTIAL FLOOR PLAN PART F A-1.5 SCALE: 1/16"=11-0" io e 169'-1 " .169'-0" ------------- IPARTE I RF RE IV I. I I I H: ZA ANCHOR NORTH 0 KEY PLAN 190'-0" ---- ---- 0 -- I I I� I I -- PHILLIPS i .000-00 P A R T N E R S H I P i Architecture • Interior Design • Planning Phone 770.3941616 Pax 770.394.1314 CONSULTANT SEAL i n' R is , REVISIONS ° # DATE DESCRIPTION=L i I I-------------� I IF i I o � I 0 LO i I o I � I I � II TThis document is ® Phillips Partnership. PC and is I considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT :i m REVISION # 1 SUMMARY A. ADDED SHEET PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE OVERALL SIDEWALK PLAN SHEET NUMBE.u��, A 1 ® O5 ROOFEXPAN SPONGE TUB ROOF MEMB ROOFING ME 60 MIL. FULL ROOFING ME INSULATION AA 15-4- A.F.F. DECK BRN'G. BAR JOIST, SEE STRUCT STEEL BEAM SEE STRUCT COLUMN BE SEE STRUCT SHOPS "A" 100 1" PREMOL JOINT FILLE 54.67' FINISH FLOOR SPECIFIC/ 199 200 1 COUNTERFLASHING SION JOINT - s E SUPPORTED BY BANE STRIP. WRAP MBRANE UP 8" MIN. Y ADHERED MBRANE ON RIGID R-20 MIN) i- rr i—r _ rri O Ia TYP - I. ` URAL DWGS URAL DWGS i, YOND- URAL DWGS I ` ROOFING DETAILS a` TO BE INSTALLED PER ROOFING SYSTEM MANUFACTURER'S SPECIFICATIONS 1. SEE FLOOR PLANS FOR EXPANSION JOINT SIZE T, DED JOINT EXP. R. I ; I TING BEYOND, SEE=_�- CONC. FOO STRUCTURAL DWGS 13 A 3 B A-7,3 �® t.® 7q 2 LAYERS 3/4" — F.R.T PLYWOOD 2x F.R.T WOOD 28'-0" A.F.F. v4"SLOPEMIf . BLOCKING T. 0. PARAPET I A D CLIP ANGLE - SEE STRUCT. 6" MTL. STUDS @ 16" O.C. I �' r J 7 W/ 1/2' STUCCO ON 1/2" 00 SHEATHING A-7.2 oL VARIES i t DECK BRN'G. d 4 4. 4" CONT. CORAL STONE CAP a VENEER-TYP. i BRICK VENEER - TYP: B 10'-01, BOTTOM OF BRICK VENEER REFER TO CIRCUIT CITY DWGS FENCE (TAGET) — FOR SECTION AND DETAILS - TARGET CIRCUIT CITY (GARDEN CENTER) BY OTHER BY OTHER 200 300 �54.00' P FINISH FLOOR vo WALL SECTIONS BETWEEN BUILDINGS SCALE: 1 /2'=1'-0" il v „ . 4 SPORTS AUTHORITY 5" a � •I 77 • ::'. v ... ." . : o / \/�:�. yam`/\//i/// L'L'i CC CC 60 RC RK ST Ct SE - V PREM( FILLER. .4 — A4" CONC POLYTHI BARRIEF ,us 817:C - CONC. F STRUCT 400 700 I I =RED NE VARIES 13 B TO CONC. WALL ,NE ON (R-20 MIN) /3\A VARIES DECK BRN'G. PER STRUCT. 54.67' FINISH FLOOR A REVISION # S SUMMARY A. UPDATED MEMBRANE THICKNESS B. CLARIFIED TAG DETAIL C. CLARIFIED F.F. HEIGHT D. CLARIFIED CLIP ANGLE LOCATION REVISION # 13 SUMMARY A. RAISED CONC. FOOTINGS & OMITTED COMPACTED STONE BASE B. CLARIFIED HEIGHT C. CLARIFIED WALL TYPE I l ;P H I L 1 won -so P A R T N E R S H I P Architecture • Interior Design " Planning "one 770.394.1616 F- 770.3941314 CONSULTANT SEAL I i I I I I I REVISIONS # DATE DESCRIPTION ( I Q 05/ 28/ 04 ARCH/ STRUC. COORD. © 07/ 26/ 04 MISC. WE ITEMS 3 i 1 I I i i i I I I i This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY /DEB DRAWING TITLE WALL SECTIONS BETWEEN BUILDINGS I SHEET NUMBER AM501 _J 800 805 I i U( G Ft IG F( IG TI, E( :R T. TI' RI G REMOLDED JOINT .ER. 54.67' FINISH FLOOR ONC. SLAB ON 6 N YTHETHYLENE VF APACTED SOIL 1C. FOOTING, SEE STRUCTURAL DWGS WALL SECTIONS BETWEEN BUILDINGS SCALE; 1/2"=1'-0" 190 895 900 I I I VARIES T.O. CONC_ WALL 09 1100 1200 I { H I L L I P i P A R T N E R S H I P Architecture ■ Interior Design • Planning Phase 770.3941616 `- 770.394.1314 CONSULTANT SEAL L WITH 1/4" j ITER FLASHING RED IE ON RIGID IN)! REVISIONS I # DATE DESCRIPTION 3 0 05/ 28/ 04 ARCH/ STRUC. COORD. � { 0 07/26/ 04 FINISH FLOOR ELEVATION CHANGE 0 07126/ 04 SHOE CARNIVALIDRESS BARN CHANGE f I I 07/ 26/ 04 MISC. VIE ITEMS I R This document is q Phillips Partnership, PC and is considered an Instrument of Service and is soley for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. LL. TENANT MTL URRING @ 24" O.C. IINT EXP, JOINT V 6 MIL. THICK E VAPOR BARRIER L SEE IGS REVISION # 3 SUMMARY A. UPDATED MEMBRANE THICKNESS B. CLARIFIED INSULATION TYPE C. CLARIFIED TAG DETAIL D. CLARIFIED LINENS PARAPET E. CLARIFIED CLIP ANGLE LOCATION F. REMOVED NOTE REVISION # 8 SUMMARY A. CHANGED FINISH FLOOR ELEVATION REVISION # 9 SUMMARY A. CHANGED WALL CONDITION AND / OR STRUCTURE REVISION # 13 SUMMARY PROJECT ! `' l E A E 1 PLACE AT SEMINOLE TOWNE CENTER i i i SANFORD, FLORIDA CLIENT i NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA f 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 f ROSWELL, GA 30075 { TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05J14J04 DRAWING TITLE VTB/DEB WALL SECTIONS BETWEEN BUILDINGS SHEET NUMBER A=5m2 STONE BASE B. CLARIFIED PARAPET HEIGHT C. CLARIFIED ROOF STRUCTURE 1299 1300 I 13 3� B 2 LAYERS 3/4" F.R.T I 74" 1'�4" PLYWOOD 2x F.R.T WOOD 14' SLOPE MIN. I BLOCKING 20 10" A.F.F. T.O. PARAPET ROOFING DETAILS CLIP ANGLE - To BE INSTALLED SEE STRUCT. PER ROOFING SYSTEM MANUFACTURER'S SPECIFICATIONS 74. 8" MTL. STUDS @ 16" O.C. WI 1/2" A 7.2 STUCCO ON 1/2" SHEATHING J. VARIES DECK BRN'G. e a 7-1/4" TILT -UP CONCRETE WALL W11 /4" STUCCO ROOF FRAMING PER STRUCT. 4 4 a TYP. REVEAL - USE 2X2 IN CONC. FORMWORK d' . a.d I TYP. REVEAL - USE 2X2 IN CONC. FORMWORK 4 SHOPS "C" I a, 1200 I 54AT FINISH FLOOR tiY -_I' 1 -I i F! 11=1 I G 4" CONC, SLAB ON 6 MIL. THICK(- POLYTHETHYLENE VAPOR BARRIER COMPACTED STONE BASEIII—III—I III —I 11- (COMPACTED SOIL l -111= I I F= F9 I I -I! I-1 I f 111= I CONC. FOOTING, SEE —� I I _I I I i I l l IIIII i i,l_l STRUCTURAL DWGS WALL SECTIONS BETWEEN BUILDINGS SCALE: 1l2"=V-0" CLIP ANGLE - SEE STRUCT. DRIP EDGE — u I INuu l uI V-d- uV YVV Q AB v®......... I, / 1.54 71 2 LAYERS 3/4' 14 F.R.T PLYWOOD 2x F.R.T WOOD BLOCKING WONT 7 A-7.2 TYP. REVEAL - USE 2X2 IN CONC. FORMWORK PETCO 1400 26'-8" A.F.F. OIL T.O. PARAPET 60 MIL. FULLY ADHERED ROOFING MEMBRANE. 60 MIL. FULLY ADHERED ROOFING MEMBRANE ON RIGID 3 A INSULATION (R-20 MIN) VARIES oL- DECK BRN'G`P ROOF FRAMING PER STRUCT. 53.33 FINISH FLOOR a ` 4" CONC. SLAB ON 6 MIL. THICK- POLYTHETHYLENE VAPOR BARRIER COMPACTED SOIL PETCO 1400 A 1500 VARIES A-7.2 a • ;4 . J. C .e ,.a 'v. d `a 4 ° a AC 7 A-7.2 1600 13 A B D ®% /_( 2 LAYERS 3/4" 74 1,541 F.R.T PLYWOOD T WOODR. CONTINUOUS METAL 2x F.1 4'SLOPE MIN. 27'-4" A.F.F. COPING BLOCKING " T.O. PARAPET 13 B w 60 MIL. FULLY ADHERED AA ROOFING MEMBRANE ON 8" MTL. STUDS @ 16" O.C. W/ 112" RIGID INSULATION (R-20 7 STUCCO ON 1/2" SHEATHING MIN) fi_r�_ r77 rOFF VARIES . DECK BRN'G. 7-1/4" TILT -UP CONCRETE WALL W/ 114" STUCCO ROOF FRAMING PER STRUCT. CONC. TILT UP WALL. a SEE STRUCTURAL V . 4, TYP: REVEAL - USE 2X2 IN ° CONC. FORMWORK 4 as 1/2" GYP. BD ON 1" MTL FURRING @ 24" O.C. 4 ST PLUS COST PLUS J d 1500 1500 h 4" CONT. CORAL STONE CAP VENEER-TYP. V CORAL STONE VENEER IN &x REPEATING PATTERN - ATTACH TO FACE OF TILT -UP CONC. WALL 52.67' 52.67' h FINISH FLOOR FINISH FLOOR - 4" CONC. SLAB N MIL. TH ICK0 6 � ��\`��CONCRETE SIDEWALK. SEE \ POLYTHETHYLENE VAPOR BARRIER COMPACTED SOIL CONC. FOOTING, SEE STRUCTURAL DWGS %STRUCTURAL FOR REINFORCEMENT. 1/2" EXPANSION JOINT. REVISION ## 3 SUMMARY A. UPDATED MEMBRANE THICKNESS B. CLARIFIED TAG DETAIL C. CLARIFIED MATERIALS @ SLAB & SUBSURFACE REVISION ## 13 SUMMARY Phone 770.3941616 F­ 770.3943314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05128/ 04 ARCH/ STRUC. COORD. l 0 07/ 26/ 04 MISC. VIE ITEMS V This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ` ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY VTB/DEB DRAWING TITLE WALL SECTIONS BETWEEN BUILDINGS SHEET NUMBER A. RAISED CONC. FOOTING AND OMITTED COMPACTED STONE BASE B. CLARIFIED PARAPET HEIGHT C. CLARIFIED WALL TYPE is 1 112" O.D. STEEL PIPE RAILS, PROVIDE SMOOTH CONC. TOP, BOTTOM, & VERTICAL SET STOREFRONT SYSTEM TO COVER SLAB DOME TOP POSTS @ 48" O.C., PAINT JOINT CORNERS SHALL BE GROUND I TO A MIN. OF 1/8" RADIUS 6" DIA. SCH 40 PIPE FILLED + CONCRETE FLOOR SLAB - SEE STRUCTURAL o PIPE BOLLARDS. PLACE AT HANDRAIL EXTENSION _ DRAWINGS FOR REQUIREMENTS SOLID WI CONC. PAINT CORNERS OF PAD WHERE IN 4" AT NEAR SIDE CONCRETE SIDEWALK. SLOPE ! BOLLARD TRAFFIC YELLOW 10 MIN. VEHICULAR CIRCULATION 1;50 AWAY FROM BUILDING 2 6 MIL VAPOR BARRIER FROM PATH OR PLANTER ISLANDS. BLDG. 0 Q' it COORD. EXACT LOCATION WI �� 1 • ,' BUILDING 1 O.D. VERTICAL � POWER COMPANY PRIOR TO ASPHALT PAVING INSTALLATION PICKET 4" O.C. PAINT 1/4" DIA STD. BRACKET AT 48" O.C. 2' INSIDE DIA, 4 to r !- 6" LONG STD. � 5 ` POWER COMPANY. CHECK WIEPDXYGROUTAND � PIPE SLEEVE W/ONEi _ CONC. TRANSFORMER PAD. 2-0DIA. CONC. FOOTING END CLOSED. FILL� g PAD PROVIDED BY LOCALF�HILLIPS #4 REBAR IN BOTH ° EMBED HANDRAIL. } i"_I-I I`I I 1 AGGREGATE BASE - SEE STRUCTURALI.. ! WITH LOCAL POWER 112" PREMOLDED EXPANSION r - LL } JOINT FILLER I i _— I i DRAWINGS FOR REQUIREMENTS I _—_I I JaT —1 I DIRECTIONS. COMPANY TO DETERMINE I l—! i I—�_I - =III = j. J _I I I� SIZE • co III I I� I i l l f�! I i l PREPARED SUBGRADE —III_-- I I-__ BOLLARD, TYP. -SEE .� I P A R T N E R S H i P _II 4 DETAIL 01.1 8" CONC. WALL W/ REINFORCEMENT 1^ \\\\\\\\\\\\\\\\\\\\` Interior Design " g / / / / / / / I Architecture - Planning NOTE: PROVIDE @ ALL OUTSIDE CORNERS 1 SLAB TURNDOWN DETAIL 8 BOLLARD DETAIL s TRANSFORMER PAD DETAIL OF BLDG. ALONG TRUCK PATH \ \\\\\\\!/ A 7.1 SCALE: 314=1-0 A71 SCALE: 3/8' -1 0 q71 SCALE: 1/8"-1 0 \\\\\\� o ` o `r'' phone 770.394161b F 770.3941314 " ^ 10 BOLLARD LOCATION DETAIL SCALE: 1 1l2 -1.0' _ \/\CON~f\/ N A7,1 FIN. GRADE " - z � • 1" T P. FIN. GRADE #4 @ 12" O.C. COMPACTED FILL TO SUPPORT SLAB & STAIR 1 1/2" DIA. STEEL TUBE 4"M 1 1/2" DIA. STEEL TUBE TYP. `r �� HANDRAIL @ 36" % I i GUARDRAIL @ 42" V-6" 11"i TYP. i I •le ; 244CONT. BARS 112"DIA. STEEL PICKETS 2 #4xCONT. BARS 1" NOSING(TYP) 8" @ 4" O.C. MAX 1 1/2' DIA. STEEL TUBE HANDRAIL @ 36" #3 @ 16" O.C. 0 2" 2" � 2„ VARIES SEE PLANS o ? q FIELD VERIFY NUMBER CONSULTANT 2 l) N M cQv Q o v 0 0 2 Q M 1 " 2^ RAILING DESIGN SUCH THAT A 4"SPHERE 1' 6" 1 1l2" DIA. CONT. HORIZ. PIPE n r� 0 6 �? CANNOT PASS THROUGH AT ANY POINT RAIL AND POST. PAINT, TYP Q_ N CV s� CV VA" VARIES 11" 5'-4" VARIES 11" 5'4" VARIES 11" NOTE: SEE INDIVIDUAL FLOOR PLANS FOR: CONCRETE STOOP CONCRETE STOOP 12' VARIES 11" 1. NUMBER OF TREADS @ 11"AND RISERS STOOPIRAIL @ 30"AFF MAX STOOP/RAIL OVER 30" AFF @ 7" MAX. 2" LD., 4" LONG STD. PIPE SLEEVE 2. STAIRCASE AND LANDING WIDTHS. W/ONE END CLOSED. FILL Wl I EPDXY CROUT AND EMBED !' 13 TYPICAL STAIRMANDRAILS 14 TYPICAL STAIRMANDRAILS HANDRAIL Iry I A7.1 SCALE: 114=1'-0" A_71 SCALE: 1/44-0" 15 SIDEWALK HANDRAIL 16 PLAN STOOP SEAL A-7.1 SCALE: 114=1'-0" A_71 SCALE: 114=1'-0" 11 WALL SECTION 12 HANDRAIL SECTION GYPSUM BOARD CONTROL JOINT q-7.1 SCALE: 1/2=1'-0" q-7.1 SCALE: 112=1'-V USG 093 1I2" GYP. BRD. ON MITL. 1/2" GYP. BRD. ON MTL. 1/2" GYP. BRD. ON MTL. STUDS STUDS STUDS 1 Z FURRING STRIP 1 Z FURRING STRIP 1 Z FURRING STRIP @ 24" O.C. @ 24" O.C. @ 24" O.C. � - I' F 1" RIDGID INSULATION 1" RIDGID INSULATION MTL STUDS FRAMING, SEE STRUCTURAL 1" RIGID INSULATION MTL STUDS FRAMING, SEE REVISION # 3 SUMMARY STRUCTURAL BATT INSULATION BATT INSULATION A. CLARIFIED COLOR LOCATION FOR DEFS Ei, UPDATED DRIP SCREED DESCRIPTION REVISIONS T.. .. - _ I. I : r-- J — J t � rr} -rr r rrrrr rrr r r rr rrr D. UPDATED METAL STUD SIZE -T+HF4+++-+ D # DATE DE SCRIPTION f1 7 a , 0 051 28/ 04 ARCH/ STRUC. COORD. �1 ZA �� < 0 07/ 26/ 04 MISC. VIE ITEMS [ `' r i1 ° a �1 C, a' �J ,r REVISION # 13 SUMMARY a �a < n A. CHANGED MATERIAL - CS C �,' i..,. raw a.� n•:.. Z� `� J 7 <J !i -ter �. 13 q -_ REVISED LOCATION OF DRIP SCREED E� 318"DIRECT APPLIED EF r C 3/8" DIRECT APPLIED EF 13 q r 5/8" DENSGLASS GOLD 41 518" DENSGLASS GOLD - 1..�. CONC. TILT UP WALL 2 DIRECT APPLIED EFS 2 CONTINUOS 13 ; MASONRY VENEER IN J STOP, 112'rINCH SEALA TVT WI BACKER ROD. � A .� SIMULATED STONE PATTERN 1/2" INCH SEALANT JOINT WI BACKER ROD. SEALANT TO MATCH DEFS COLOR 112" INCH SEALANT JOINT WI 112"INCH SEALANT JOINT WI 1/2" INCH SEALANT JOINT Wl BACKER ROD. SEALANT TO BRICK VENEER BACKER ROD. SEALANT TO ._.._ SEALANT TO MATCH ADJ. MORTAR I CONC. COLOR SACKER ROD, SEALANT TO MATCH ADJ. MORTAR / CONC. MATCH ADJ. MORTAR / CONC. MATCH ADJ. MORTAR / CONC. BRICK VENEER DEFS REFER TO ELEVS. FOR COLOR COLOR A3A 20 TILT UP CONC. CONTROL JOINT 21 TILT UP CONC. CONTROL JOINT 22 TILT UP CONC. CONTROL JOINT STONE 23 CONC. TILT UP/FRAMING CONTROL JOINT 24 TILT UP CONC./ FRAMING CONTROL JOINT SCALE: 3 -1-0 A-7.1 SCALE: T=V-0" q-7.1 SCALE: 3"=1'-0" q_7,1 SCALE: 3"=1'-0" A•7.1 SCALE: T=V-0" 1" RIDGID INSULATION BATT INSULATION BATT INSULATION BATT INSULATION GYPSUM BOARD CONTROL JOINT MTL STUDS FRAMING, SEE USG 093 der document is ® Phillips Partnership, ly and is considered an Instrument of Service and is solely for use with 1" "Z" FURRING STRIP STEEL COLUMN, SEE respect to the project as indicated below. AI rights reserved. 24" 0.. STRUCTURE STRUCTURAL MTL STUDS FRAMING, SEE MTL STUDS FRAMING, SEE MTL STUDS FRAMING, SEE This document may not be reproduced without the prior 112" GYP. BRD. ON MTL 2 LAYERS 518"GYP. BRD. ON STRUCTURAL STRUCTURAL STRUCTURAL written consent of Phillips Partnership, PC, MTL. STUDS 2 LAYERS 5/8" GYP. BRD. ON 2 LAYERS 5/8" GYP. BRD. ON 2 LAYERS 518" GYP. BRD. ON TENANT STUDS MTL. STUDS MTL, STUDS MTL. STUDS CAULK GYP. BD. TO BATT INSULATION STOREFRONT CAULK GYP. BD. TO z z r t r [r t STOREFRONT r rr' f F rr tT rFr 7�rr rrr�i r% 4-i-t _ i rr-i H t_i-i- ALUMINUM STOREFRONT SYSTEM ALUMINUM STOREFRONT SYSTEM �J ZI 7 � w U i PROJECT T r.. , X HE ARKE ■ PLACE v; ter"'"=e.-"'sg.'"P"',�,r '' =.,-fay ,... - :,,. s "-c .,'•;:K 1 STOP, CONTINOUS 5/8" DENSGLASS GOLD q r a 3 A ■ 1" INCH SEALANT JOINT WIJSTOP CONTINO � 13 13 DEFSJ 8^ DENSG q 518 DENSGLASS GOLD BACKER ROD. SEALANT TO LASS GOLD AT SEIVIINOL NE CENTER f MATCH ADJ. DEFS. s 318" DIRECT APPLIED EFS 3/8" DIRECT APPLIED EFS DEFS - REFER TO ELEVS. FOR E TOW -PVT X 8 FRT WOOD BLOCKING « METAL LATH IMBEDDED IN "J" STOP, CONTINOUS %13 �- COLOR - ,� .�" � 2 X 8' FRT WOOD BLOCKING n HMO TAI# . °E , "J" STOP, CONTINOUS"< " -� ...0 I ""J" STOP, NTINOUS ON 518 DENSGLASS GOLD A = 5/8 DENSGLASS GOLD MASONRY VENEER IN µ 112 INCH SEALANT JOINT WI _ SIMULATED STONE PATTERN. t 1/2" INCH SEALANT JOINT WCBACKER 13 MATCH DEOFS COLOR SEALANT TO BACKER ROD. SEIJ2" INCH TALANT OJOINT I A BACKER ROD. SEALANT TO MATCH ADJ. MORTAR 1 CONC. MATCH DEFS COLOR SANFORD, FLORIDA 25 TILT UP CONC./ DEFS STOREFRONT JAMP 26 FRAMINGIDEFS STOREFRONT JAMP 27 TYPICAL CONTROL JOINT STONE COLOR 28 TYPICAL CONTROL JOINT DEFS 29 TYPICAL EXPANSION JOINT A•7.1 SCALE: 3"=1'4" A_71 SCALE: 3"44' q_71 SCALE: 3"44' q_71 SCALE: 3"=1'-0" A 7.1 SCALE: T=1'-0" CLIENT 1" RIGID INSULATION 4.' 1" "Z" FURRING STRIP STEEL COLUMN, SEE VENTED 21/2" T" REVEAL @ 24' O.C, STRUCTURE FRY REGLET FDM-625-250 CONCRETE TILT UP WALL d ° 1/2" GYP. BRD. ON MTL. 13 q 518" GYPSUM BOARD SOFFIT I � METALVSTOUDS AT NORTH AMERIC�iN PROPERTIES STUDS,'"' un� ON METALSTUD FRAMING I I NORTH AMERICAN PROPERTIES -ATLANTA '� ° 24"OC, WHERE 1080 HOLCOMB BRIDGE ROAD CAULK GYP. BD. TO 40# FELT ON 518" DENSGLASS GOLD SHEATHING CONC. TILT UP WALL Q SHOWN ON BUILDING 200, SUITE 150 ON METAL STUD FRAMING — SEALANT AND BACKER STOREFRONT ""G� W, ROD EACH SIDE *SEE ' ' _ I - - -' F r '� = � , a ° d DRAWINGS TEL (770 6O5 6566 � (770) 643-9540 h (r�rr DEFS 't�_� DEFS 40# FELT ON 5I8" DENSGLASS GOLD NOTE BELOW Q I I , rr J ALUMINUM STOREFRONT "" SHEATHING m D PHILLIPS JOB NUMBER^ SYSTEM ON METAL STUD FRAMINGGYPSUM BOARD 0208616 ' ° CONTROL JOINT ISSUE DATE rM �� �318" DIRECT APPLIED EFS Q I I USG 093 05/14/04 a fir,. N`' 1g ' ' DRAWN BY/CHECKED BY �. A NOTE' PROVIDE A GYP /DEB w "• 13 B w I I BOARD EXPANSION NOTE SEE STRUCTURAL u DRAWING TITLE ° JOINT (E.J.) AT EACH 718VENTED ALUM. DRIP DRAWINGS FOR DETAILS w a I I MASONRY EXPANSION � SCREED -FRY REGLET ° JOINT (TYPICAL) — — — — ------- --- TYPICAL DETAILS ;�� 4. k�<2�u4Q` DS 875 V 875 , 3 k k xx A DEFS SOFFIT 101 B ' MASONRY VENEER IN 3/8' DIRECT APPLIED EFS - SEE WALL SECTIONS d . SIMULATED STONE PATTE .r " " y�-`�" .NOTE: PROVIDE BACKER ROD J STOP CONTINOUS. - _ ,i�� � � � ° SHEET NUMBER 1" INCH SEALANT JOINT W/ MET,�L•LATH 1(vIBEQQED'IN MORTAR r� AND SEALANT BEFORE BACKER ROD. SEALANT TO 5/8"DENSGLASS GOLD � �, INSTALLING FURRING 4 MATCH ADJ. MORTAR / CONC. 2 X 8" FRT WOOD BLOCKING _CHANNELS AND GYP. BOARD. AV in �� SEALANT COLOR TO MATCH ADJ. MATERIAL. JIM%=7 m 1 4o#FELT ONSis DENSGIAsss"EATHwG ���' 31 TYPICAL DEFS REVEAL FRAMING 32 TYPICAL DEFS REVEAL CONC WALL 33 DEFS DRIP 34 GYP. BD. SOFFIT VENT, SECTION DC 7.1 SCALE: 3"=V-0" A-7.1 SCALE: T=V-0" A 7.1 SCALE: 3"=T-0" A 7.1 SCALE: 3"=1'-W TILT UP CONCJ STONE STOREFRONT JAMP 35 TYPICAL CONTROL JOINT A 7.1 SCALE: 3"=1'-0" SCALE: 1 10` 4 A-7.1 -- -- I I I NEOPRENE PADS NOTE: TOP OF CURB TO BE LEVEL ALL FOUR SIDES. z z o w Q FURNISHED W/ CURB 0 o o� 00 z RIGID INSUL. BY CURB MFG. STRUCTURAL STL. ANGLE CURB SUPPORT ANGLE BRACE @ JOIST SPACING, STL. ANGLE UNIT FRAME PIPE PENETRATION SPLICING CEMENT NEOPRENE WASHERS SEALANT FLASHING OR PVC BOOT SPACERS @ SEALANT ANCHOR SCREWS STAINLESS STEEL STAINLESS STEEL HOSE CLAMP HOSE CLAMP MEMBRANE — PVC BOOT FLASHING — FLASHING — — ALUMINUM TAPE ADHERE TO ROOFING FASTENER FASTENER Z MEMBRANE SPLICING CEMENT BASE FLASHING \NSULATION FING AND RIGID BASE TPO ROOFING MEMBRANE LL'� FLASHING °� w Iwo a: - PTPT INSULATION SECURELY FASTENED INSULATION SECURELY FASTENED SUBSTRATE SUBSTRATE SUBSTRATE 1 HVAC CURB DETAIL 2 HOT PIPE PENETRATION 3 PENETRATION A 7.2 SCALE: N.T,S A-7 2 SCALE; N,T.S _PIPE A_7.2 SCALE: N.T.S A ,o;•rgu-:ea 'rr,,,. � ..„uwa -, y.e"—,.+;r.. -arrr:.,,";,wn -P='s.z,.,�^. r... ,:�+ �'.- zh ;#�.. A f "LADDER UP", BY MFR. SECURE TO LADDER - SEE TENANT SPEC. FOR REQUIREMENT. ® 8" EFS W/ INSUL. CONT. CAP - 1114 2 TYP, EQ. TO ST 3 �s. "LADDER UP" BY MFR. a - SECURE TO LADDER. - SEE ROOF ACCESS LADDER 2"x2"x114" MASONRY VENEER IN SIMULATED TENANT SPEC. FOR ROOF HATCH MFR. STEEL ANGLE STRINGER BOLTED STONE PATTERN -ATTACH TO FACE REQUIREMENT. "BILCO" S-20, 2'-6" X T01"DIA. STEEL TUBE RUNGS @ _ OF TILT -UP CONC, WALL AS PER � `�O ROOF HATCH 3'-0" 12" O.C. VERTICALLY. ATTACH TO "� MANUFACTURER SPECIFICATIONS ° WALL WITH 2112"x318" STEEL 4 MTL. COUNTER FLASHING NOTE: ROOF SCUTTLE TO BE INSTALLED PER ROOF BRACKETS @ 4'-0" O.C. BOLTED TO BLOCKING, WELDED TO STINGER. 112" CONT. EXP. JNT., TYP. EXTEND ROOFING UP 1 UNDER FLASHING MFR SPECIFICATIONS COORD. WITENANT DWGS.° i CONIC SLAB ON 6 MIL ° THICK POLYTHETHYLENE /r v RIGID ROOF ROOF DECK VAPOR BARRIER INSULATION $ -SEE STRUCTURAL 71/2" STEEL ANGLE AA-1.2 ❑ BRACE LADDER TO OPG. W/ BRACE LADDER TO PARTITION @ 0 ENGINEERED a w SUBGRADE BY SITE FLAT STL. BAR WELDED TO STL. ANGLE FRAME 4'4" O.C. MAX. W/ FLAT STL. BARS CONTRACTOR Q WELDED TO EA. STRINGER11. 0 SECURE TO PARTITION. COMPACTED SOIL Z-6"Wx3'-01. 4 CLEAR OPN'G: a FINISH AS SCHEDULED BLOCKING AT BRACES v v STL. ANGLE a. 4 METAL LADDER C, �7._1�U°�� a �1 Gb r OCD 0 000 a NOTE: LADDER OVERALL Z-0" WIDE, NOTE: REFER TO TENANT DOCUMENTATON \ FOR ADDITIONAL REQUIREMENTS 8 ROOF HATCH DETAIL SECTION ROOF HATCH 10 DETAIL BASE A-7 2 SCALE: 1" = V-0" A-7.2 SCALE: V= V-0" �s A-7 2 SCALE: V= V-0" ,A I \\\ CRICKET BUILDOUT WRAP 60 MILL WALL FLAS METAL COPING SEE FINISH SCHEDULE \ W/ TAPERED INSUL ROOF CURB OVER TOP OF PARAPET AND 2" ~ b DOWN FRONT FACE UNDER APPLIED EIFS CORNICE COPING (TYPICAL) RETURN EIFS AROUND PARAPET :1;MIN \\ WRAP 60 MILL WALL FLASHING S��pFFRA EIFS BANDS SEE WALL SECTION AROUND PARAPET END AND UNDER FOR PROFILE EIFS CORNICE 1P. 84Op�RFT, EIFS FRONT FACADE WRAP 60 MILL WALL FLASHING OVER TOP OF LOWER PARAPET AND UP UNDER EIFS CRICKET UT WIT HIGHER PARAPET \\ \\� OF TAPERED INSULATION, ATTACH PER ROOF MANUF. SPEC. & SPECIFIED OQ\\ METAL COPING WIND LOADS. REFER TO ROOF PLAN FOR SLOPE AND ROOFING TPO MEMBRANE TYPE. 15 TYPICAL CRICKET A-7 2 SCALE: N.T.S. MEMBRANE FLASHING FULLY ADHERED. EXTEND 2" MIN OVER TOP OF COPING WOOD NAILER GRAVEL EL STOP W/PERFORATIONS FOR DRAINAGE, TYP. TPO ROOFING ON RIGID INSULATION OVER METAL DECK - SEE ROOF PLAN CONIC. TILT UP WALL CONTINUOUS a ° SEALANT d .. ° ° °. SE ALANT OR SOLDER d ° a d ° GRAVEL STOP W/ PERFORATIONS FOR DRAINAGE, TYP. FULLY ADHERED 60 MIL. E_ TPO BASE FLASHING I Too 0 o 000001 CV GALV. MTL. COLLECTOR 1'-0" a ° HEAD, 24 GA, PTD. TYP. 41/ a. a PAINT TO MATCH ADJ. o ° FINISH a ° - 8" 4" PAINTED GALV. MTL. 1fi PARAPET FLASHING A-7.2 SCALE: N.T.S. 1" DIA. STEEL TUBE RUNGS @ 12" BOLTED TO BLOCKING, WELDED ANY FLEXIBLE PENETRATION "GOOSENECK" UNCURED ELASTOFORM FLASHING CONC. TILT UP WALL FRY REGLET TYPE MA MASONRY FLASHING SYSTEM TREATED WOOD NAILER SEALANT ° ° LAP SEALANT a ° SPONGE TUBE SUPPORTED BY 4 a . SPLICING CEMENT TPO STRIP. WRAP TPO UP OVER _ WATER CUT-OFF MASTIC AND DOWN FACE OF PARAPET ° TPO ROOFING MEMBRANE ° TPO ROOF AND 4a FLASHING ° ° Q d ° d ° ° INSULATION • • � . SECURELY d ° FASTENED ° a SUBSTRATE ° ° ° 4 FLEXIBLE PENETRATION A-7 2 SCALE: N.T.S ROOF SYSTEM -11-� GUTTER DETAIL A 7.2 SCALE: 1" = V-0" 6x6 BUTTERFLY CORNER 6x6 INSIDE CORNER (TYPICAL) ° ° a d° °° ° SEE PLAN 5 TYPICAL EXPANSION JOINT DETAIL A_7 2 SCALE: N.T.S TO BE USED @ NEW CONSTRUCTION AND WHEN ADJOINING EXISTING CONSTRUCTION N.I.C. FASTEN TO WOOD BLOCKING THROUGH ROOF SYSTEM SLOTTED HOLE GRAVEL STOP GRAVEL STOP STW a @ T-O" O.C. PRE -FINISHED METAL GUTTER Note: 1. BASE / PLY SHEETS TURNED OVER EDGE PRIOR TO GUTTER INSTALLATION A MINIMUM OF 1 \ OR THICKNES OF NAILER, WHICHEER IS GREATER 2. MEMBRANE TURNED OVER EDGE INTO GUTTTER A MINIMUM OF V-11" CORNER (TYPICAL) MEMBRANE FLASHING AT 17 INSIDE AND OUTSIDE CORNERS A-7.2 SCALE: N.T.S. Alf QTAknADn lizim _I D DIKI 12 GRAVEL STOP DETAIL A_7•2 SCALE: V = V-0" METAL CAP FLASHING 60 MIL. TPO -WRAP DOWN 2" "J" STOP. CONTINUOUS N Z N COMPATIBLE SEALANT WITH BOND BREAKER. ROOF ASSEMBLY DEFS FINISH COAT SEE ELEVATIONS REINFORCING MESH EMBEDDED IN BASE COAT DENSGLASS SHEATING SEE WALL SECTION FOR THICKNESS 40# FELT TYP. EFS TERMINATION AT COPING SCALE: N.T.S. "X 318" DIRECT APPLIED EFS ON 5/8" DENSGLASS-1 , 13 B SHEATH W/404 FELT ON METAL STUD OR DEFS ON CONIC. WALL -SEE WALL SECTION j.. SEALANT w 'BACKER ROD PREFIN. METAL COUNTER FLASHING 1 -EXTEND BEHIND STUCCO 4" 60 MIL FULLY ADHERED TPO UN I I I I N z I LAP WELD TO TERMINATE I I TPO FLASHING I I ROOFING AND RIGID 8" MIN. INSULATION - SEE ROOF PLAN o I I & SPECS. �r- I---- I I I I METAL DECK I I SEE STRUCT. DWGS. TYP. ROOFING TERMINATION & DEFS SCALE: 1"= V-0" d d . - . a e' Q• a d � a d SERVICE PIPE WITHIN `° ad . PIPE CLAMP, FREE TO CONSULTANT ° a ° MOVE PROVIDE SPACER BETWEEN d ° CLAMPS, TYPICAL ° ANCHOR TO BLOCK TWO (2) PLACES EXP. BOLT 4" HIGH F.R. T 6" MIN. CONC TILT UP WALL(TYR) WOOD BLOCK, SIZE FOR PLATE GASKET VVASHER AS REQUIRED BY PIPE ® 1" CLAMP MEMBRANE FLASHING 3/8" CONTINUOUS BENT / PLATE (TRAFFIC 114" HEX BOLTS III 11111, IF Ti 11177F71111111 YELLOW) @ 24" O.C. (TYP.) FINISHED ROOF SCREW, ANCHORING BLOCK TO NOTES: DOWNSPOUT DECK (TYP.) SEAL ROOFING MASTIC 1. DOWNSPOUT GUARD SHALL BE T-0" HIGH AND HELD @ 12" ABOVE FINISH GRADE. NOTE: PROVIDE SUPPORTS 10'-0" ON CENTER, NOTE: USE ONLY WHEN AT EACH ELBOW, AND WITHIN 4" OF PIPE INTERIOR RUNS ARE NOT 2. PROVIDE DOWNSPOUT GUARDS CONNECTION TO EQUIPMENT EXTERIOR PERMITTED BY LOCAL CODE ; AS INDICATED ON FLOOR PLANS. MOUNT. OR TENANT CRITERIA. 13 DOWNSPOUT GUARD DETAIL 14 SEISMIC RESTRAINT DETAIL A-7.2 SCALE: 1" = T-0" A-7.2 SCALE: 1" = T-0" 60 MIL FULLY ADHERED TPO ON CONC. TILT -UP WALL OR FIRE RATED PLYWOOD - SEE WALL SECTIONS LAP WELD TO TERMINATE TPO FLASHING RIGID INSULATION 8" MI I -SEE ROOF PLAN AND SPECS. METAL DECK 7 TYP. PARAPET ROOFING DETAIL A-7.2 SCALE: NTS 7-114" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS -SEE WALL SECTIONS & ELEVS 4" CONT. BAND. -EFS WI INSUL. EQ. TO ST-3 INTEGRAL THIN BRICK VENEER- USE FORM LINER AND COORDINATE WITH ELEVATIONS 19EIFS BAND B INTEGRAL BRICK A-7.2 SCALE: V = V-0" 0,._ FRONT 1" LOWER THAN BACK MIN. , 1 GUTTER ENDS '� vole MUST LAP 2 1/2" NOTE: PROVIDE @ 50'-0" O.C. MAX. REVISIONS # DATE DESCRIPTION 0 07/ 26/ 04 MISC. WE ITEMS METAL DRAIN BAR - WHERE APPLICABLE SEE ROOF PLAN. /— REINFORCED TPO MEMBRANE 60 MIL REINFORCED TPO MEMBRANE j This document is ® Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, SEE ROOF PLAN FOR TENANT i' SIZE 20 ISOMETRIC GUTTER EXPANSION JOINT A-7.2 13 B SCALE: N.T.S. CONSTRUCT KEY AT ALL CONCRETE JOINT SEAL ALL SURFACES W/ SUREBOND 1370 OTHER SIDE SIMILAR PROJECT THICKEN SLAB AT ENDS TYP. 1" SETTING BED PER MANUFACTURER 6 X 6 X W2.0 X W 2.0 WELDED WIRE MESH W14 #4'5 RECOMMENDATIONS IN TURNDOWN THE MARKETPLACE i 6" CONCRETE BAND ROUGH BROOM FINISH. 4000 TUMBLED BRICK PAVERS - 4" X 8" X 2" THICK LAID 6" COMPACTED CRUSHED AGGREGATE BASE. 98 PSI 928 DAYS IN BE PAVERS OGREER i36 #4 @18" O.C. Y WH TACREERN. RANGE OF SHADES 30-RINGBONE AT SEMINOL.E TOWNE CENTER ASPHALT PAVING BY OTHERS ASPHALT PAVING G CONCRETE CURB BEYOND 6" MIN. THICK REINFORCED CONCRETE SLAB GEOTECH FABRIC 6" MIN. COMPACTED SUBGRACE 98% PROCTOR (TYP.)ID F`—=• -- 0 0 0 0 0 O: 0 0 0 0. o o ^. SAPIFOR , FLORIDA 0- I i ! I - I.... �I _._,: L_ -_., ._ ' : 1 __ , I , CLIENT !- __ _.__ —� . ---j - — 1 _ i I I I i , ' -I j ; , ---1 .- -- - I- I 1 f I I I I I i I- I_..._ ' NOTE: 3' CIA. 1NEEP HOLES 5' O.C. @ PERIMETER OF LOW SIDE FILL WITH #57 STONE NOTE: THIS DETAIL SHOWN FOR INFORMATION ONLY. NOT IN CONTRACT 23 SECTION: TYPICAL RAISED CROSSWALK A-7.2 N.T.S. NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 CLAMPING RING TEL (770) 645-6566 FAX (770) 643-9540 STRAINER BASKET ROOFING EPDM MEMBRANE EPDM BONDING DOWNSPOUT - SEE PLANS �j s I I ROOF INSULATION CEMENT FOR SIZE IJ TAPERED TO DRAIN / OVERFLOW SCUPPER ONLY: ° ° FRONT ELEVATION OF DOWN SPOUT — a SIMILAR AS SHOWN EXCEPT BOTTOM _ ' I 4 S ROOF DECK BRACKET @ 6'4' MAX. O.C. SECURITY GA DECK CLAMP 1 OF SCUPPER SHALL BE MIN. OF 2" AND ° . MAX. OF 4" ABOVE ROOF MEMBRANE 4 d . 3I$" X 4" CLIP ANGLE WELD TO SEE DET. 4/RA-5.3 EPDM SEALING M AT LOCATION AS SHOWN ON ELEVATIONS ° a ° SET ON FULL BED OF SEALANT 2" (50mm) WIDE, SHEET RA-4.3. AND ATTACH WITH STRINGER & BOLT TO 2X8 WD. �� TOP OF SLAB 1/4" (8mm) THICK aa° ° EXPANSION BOLTS BLOCKING BETWEEN METAL R=3/4 TYP. STUDS OR EXP. BOLTED TO MIN. 1" (25mm) NOTE: CONC. WALL DEFS ON CONC. WALL EXTENSION OF NO SEAMS IN DRAIN MEMBRANE BEYOND SUMP 22 EXTERIOR LADDER RING 2, SCUPPER/CONDUCTOR DETAIL A_7.2 SCALE: 3/4"=1'-0" A_72 SCALE: 1"=1 0" 24 FLASHING TO MTL. ROOF DRAIN PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY /DEB DRAWING TITLE TYPICAL ROOF DETAILS REVISION # 13 SUMMARY SHEET NUMBER A. CLARIFIED DETAIL @ BASE A=7m?m i B, CLARIFIED EFS BAND DETAIL PROVIDE HEAVY BROOM FINISH ON STAIRS AND LANDINGS 11" 1" NOSING MIN. TREAD ry W V RADIUS 1" R. SANITARY COVE * NOTE: PROVIDE 12" TREADS WHEN 4 OR LESS RISERS ARE USED 1 TYP. CONCRETE STEPS A 7.3 SCALE: 1 "=l'-0" All rao RI OCK ITH HORIZ REINF @ EE STRUCTURAL iH SCHEDULE �. ROUND TOP ;URB BEYOND 6" B & FOOTING 6 WALL SECTION A-7.3 SCALE: 112"44' RECESS 4" MTL. STUDS @ 12" O.0 - LOGO PLAQUE LOCATION ONLY 24" x 24" PRE -CAST LOGO PLAQUE EQ. TO LP-1 - TO BE CLEANED & SEALED - SEE & INSTALL AS PER PLAQUE MANUFACTURER'S SPEC. STAINLESS STEEL ANCHOR (4 TYP.) CONT. SEALANT JT, COLOR TO MATCH ST-3 DIRECT APPLIED EFS ON MESH LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATHING MTL. STUD FRAMING - SEE WALL SECTION 10 LOGO PLAQUE DETAIL 13 A 7.3 B SCALE: V=IA" 8' I 12'-0" 8° NOTE: REFER TO CIVIL PLANS FOR FURTHER INFORMATION REGARDING APRON 13 REQUIREMENTS IN FRONT OF DUMPSTER ,pa. i' aisa'xy r^s,, u�./,ctma;.�,:;1� '...r`.. J ,F.a a'F^",r��:.i;•�°'-'*-- d`xr...r u.:,::% 13 yf C GROUT FILL MINIMUM TWO CELLS WITH " 1 #5 REBAR EACH CELL 1 SP-2 DUMPSTER r a BY OTHERS TYP. t _ PIPE BOLLARD, TYPICAL DUMPSTER PROVIDED BY OTHERS o ® ' ® q' y ''° �- '� Dy °• q � a � � � 6" DIA. GATE POST, HINGES, AND ' { COLLARS FOR GATE 4" > e. U ° P y 3 4 9 ; . a ° y. °. STL. FRAME GATE W/ SP 2 U. 41Z-6" a, y : >� , �'. 1 1/2" MTL. DECKING VENEER y CLEAR QPENJVG _ 6" CONCRETE APRON WITH WWF SEE CIVIL DRAWINGS •D y SEE CIVIL PLAN NOTE: FOR ADDITIONAL REQ. DUMPSTER SCREEN BEHIND BUILDING REGARDING APRON. 700 & 1700 TO BE CMU. PAINTED P-2 - OMIT BRICK 2 DUMPSTER PLAN A-7.3 SCALE: 1/4"=V-0" EXTEND GONG. WALL AS REQUIRED BY TENANTICODE GALV. GUARDRAIL i �WI GALV. CHAIN LINK FENCE INFILL I CORE DRILL CONC. AT POST LOCATIONS (6-0" O.C., TYP.) GRADE VARIES - SEE CIVIL DWGS. ,,.. POURED IN PLACE REINFORCED GONG. WALL, SEE STRUCTURAL DWGS. 2" DIA. PVC WEEP PIPE AT 8'-0" O.C., WRAP END OF PIPE W/ FILTER FABRIC AND >N CONC. SLAB AND FILL W/ 1 CU. FT. OF °�� c, SEE STRUCT. DWGS. ['GRAVEL °°a�z� CONC. FOOTING / / f \,/� SEE STRUCT. DWGS. jj // \X /\ ' / \�j ,N (-7 RETAINING WALL AT LOADING DOCK SCALE: 112"=l'-0" 1„ 2 RECE 3/4" INTEGRAL THIN BRICK VENEER - USE FORMLINER & COORD. W/ ELEVS - SEE FINISH SCHEDULE & WALL SECTIONS 24"X24" PRE -CAST LOGO PLAQUE - TO BE CLEANED & SEALED -SEE SPEC. THIN SET MORTAR BED COMPATIBLE W/ PRE -CAST TILE MANUFACTURER SPEC. STAINLESS STEEL ANCHOR (4 TYP.) 4" CONT. BAND - DIRECT APPLIED EFS EQ. TO ST-3 MORTAR JOINT CONC. WALL -SEE WALL SECTION 11 LOGO PLAQUE DETAIL 13 B A 7.3 SCALE: 1"=l'-0" " z 0 ?w rf) J w w w 0'-0" FIN LR VARIES CONC. cc TV 12'-0" CLR. METAL POST 2"x2" WELDED GATE FRAME 6"-- GATE POST W/ COLLAR AND HINGES — 1 1/2" MTL DECKING VENEER - PAINT SEMI -GLOSS TO MATCH BLOCK COLOR. CANE BOLTS SEE DETAIL A5/SP2 CANE BOLTS SEE DETAIL A5/SP2 - i a I , , I DUMPSTER FRONT ELEVATION SCALE: 1/4"A'-0" NOTE: THIS DETAIL APPLIES ONLY WHEN NO SCREEN WALL IS REQ'D. REFER TO TENANT FLOOR PLANS. 8 DUMPSTER PAD DETAIL A 7.3 SCALE: 1l4"=1'-V VARIES 2X F.R.T WOOD SLOPE TO D BLOCKING 60 MIL FULLY ADHERED + ROOFING MEMBRANE OVER 3/4" F.R.T PLYWOOD 8" MTL. STUDS @ 16" O.0 6" MTL. STUDS @ 16" O.0 � + -+ + + + + 4" MTL. STUDS @ 16" O.0 r4- 4" PIPE BOLLARDS. SEE DETAIL 8/A1.1 8'-0"x8'-0"x6" THIGH CONC. DUMPSTER PAD. PAD ELEVATION TO BE 2" MIN. HIGHER THAN SURROUNDING GRADE 8" BLOCK W/HORIZ. TRUSS TYPE REINF. @le" NOTE: ALL EXPO: WOOD, ST AND CMU, PAINTED F HINGE COL w/GREASE (TYP. 2) 2"x2"x1/4" FRAMING MTL DECKII 6"x4"x1/2" STL. GROUT SOLID PLATE- CONTINUOUS WELD TO COLLAR w/SLOTTED HOLES STL. HINGE ' I I COLLAR 6++ w/GREASE ' FITTING 3++ STL. COLLAR- 12"x12"x1/4„ CONTINUOUS WELD TO POST STL. GUSSET (4 EA. LEAF) 6"-- STEEL PIPE 3/4"� BOLT 4 GATE / HINGE SECTION A-7.3 SCALE: NTS @ EIFS 9 STONE MEDALLION DETAIL A 7.3 SCALE: N.T.S. 2 LAYERS 314" F.R.T PLYWOOD 2X F.R.T WOOD BLOCKING 2X F.R.T WO( MTL. COPING A.F.FOL "Z�735'-0" T.O.PARAPET 60 MIL FULLY �- ROOFING MEI SIN 0 3/4" F.R.T PL`e 8" MTL. STUD RUNNER 7/8" VENTED ALUM, DRIP SCREED - FRY REGLET `r DS-875-V-875 r A 13 A 3/8" DIRECT APPILED EFS OVER 5/8" DENSGLASS GOLD SHEATHING Y& REFER TO WALL IONS FOR WALL TYPE & EXT. FINISH CONDITIONS 12 CORNICE DETAIL A-7.3 SCALE: 1"=1'-0" 13 CORNICE DETAIL A-7.3 SCALE: 1"=l'-0" @ MASONRY VENEER 2 LAYERS 3/4" F.R.T PLYWOOD 2X F.R.T WOOD BLOCKING MTL. COPING HANGER #CD-1408 OR EQUAL) CANE BOLT ASSEMBLY FASTENED TO GATE ASSEMBLY BOTTOM OF DOOR �* DRILLED HOLE FOR BOLT INSERT A B 5 BOLT DETAILS A 7.3 SCALE: NTS 3/8" DIRECT APPLIED EFS DVER 5/8" DENSGLASS GOLD SHEATHING ON B" MTL. STUDS @ 16" O.0 i/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 :,LIP ANGLE - SEE STRUCT. AA STUCCO RECESS IT WHERE REUD -SEE ION M" SQUARE SEE FINISH JLE R OF SEALANT JOINT :CTIAN REVISION # 3 SUMMARY A. CLARIFIED CLIP ANGLE LOCATION COORD. W/ STRUCT. REVISION # 13 SUMMARY CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. © 07/ 26/ 04 MISC. VIE ITEMS I; I f This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with rasped to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PROJECT THE MARKETPLACE i AT SEMINOL.E TOWNE CENTER I SANFORD, FLORIDA CLIENT I NORTH AMERICAN PROPERTIES 4 NORTH AMERICAN PROPERTIES -ATLANTA I 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 I TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ,..; ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY /DEB DRAWING TITLE TYPICAL DETAILS SHEET NUMBER ■ A. REDUCE CORNICE OVERHANG B. OMIT 16"X16" LOGO PLAQUES C. OMIT CORAL VENEER D. CLARIFIED DIMENSIONS ELECTRICAL SPECIFICATIONS I. SCOPE INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND APPROVED DRAWINGS. PROVIDE ALL MATERIAL, LABOR, TRANSPORTATION, TOOLS, SUPERVISION, ETC., NECESSARY TO COMPLETE THE TOTAL ELECTRICAL JOB. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED. DRAWINGS SHALL BE SUBMITTED FOR APPROVAL_ AS PROVIDED FOR IN "SHOP DRAWINGS". II. CODES AND FEES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL SAFETY CODE, ANSIC-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION. III. WORKMANSHIP ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS, PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS, CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO NOT SCALE ELECTRICAL PLANS. OBTAIN DIMENSIONS FOR LAYOUT OF EQUIPMENT FROM ARCHITECTURAL PLANS UNLESS INDICATED ON ELECTRICAL PLANS. IV, SUBSTITUTIONS ALL COST INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE CONTRACTOR. PROOF FOR THE EQUALITY OF SUBSTITUTIONS SHALL BE BY THE CONTRACTOR. V. U.L. APPROVAL ALL ELECTRICAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED AND LISTED FOR THEIR SPECIFIC USE. VI. ELECTRICAL SERVICE A. ELECTRICAL SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. SERVICE SHALL ORIGINATE AS SHOWN ON THE DRAWINGS. B. SERVICE CONNECTIONS AT SERVICE POINT SHALL BE MADE BY THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PAY ALL COST REQUIRED BY THE LOCAL UTILITY COMPANY PROVIDING SERVICES INDICATED. ELECTRICAL CONTRACTOR SHALL COORDINATE METERING, TRANSFORMER PAD, CONNECTION POINTS AND GROUNDING WITH UTILITY COMPANY. C. THE MAIN DISCONNECT AND PANEL SHALL BE LABELED FOR SERVICE ENTRANCE EQUIPMENT. VII. TEST A. UPON COMPLETION OF THE WORK, A TEST OF THE INDIVIDUAL SYSTEMS INCLUDING ALL FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTORS APPARATUS AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. A LETTER WITH ALL PERTINENT TEST DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS PRIOR TO COMPLETION OF PROJECT. B. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR AND MATERIALS FOR ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE WITH THESE SPECIFICATIONS. Vlll. GUARANTEE WORK SHALL BE GUARANTEED FOR A ONE (1) YEAR PERIOD. IX, SPECIFICATIONS A. GROUNDING 1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE SPECIFICATIONS AND THE DRAWINGS. 2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED SUPPLEMENTED WITH EQUIPMENT CONDUCTORS. ALL NON -CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS, EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY WITH ELECTRICAL CIRCUITS, SHALL BE GROUNDED TO PROVIDE A LOW IMPEDANCE PATH FOR POTENTIAL GROUND FAULTS. 3. BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTORS ARE NOT SHOWN ON THE DRAWINGS, HOWEVER, AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS AND CABLES. B. RACEWAYS 1. ALL RACEWAYS (UNLESS NOTED HEREIN) SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SHALL BE FERROUS GALVANIZED CONDUIT AND SHALL COMPLY WITH ARTICLE #358 OF THE NATIONAL ELECTRICAL CODE OR BE INTERMEDIATE METAL CONDUIT (IMC) AND SHALL BE FERROUS GALVANIZED CONDUIT AND SHALL COMPLY WITH ARTICLE #342 OF THE NATIONAL ELECTRICAL CODE OR BE RIGID STEEL CONDUIT AND SHALL COMPLY WITH ARTICLE #344 OF THE NATIONAL ELECTRICAL CODE. EMT COUPLINGS SHALT- BE COMPRESSION TYPE. 2. FLEXIBLE METAL CONDUIT SHALL BE USED FROM JUNCTION BOXES TO CORRESPONDING RECESSED LIGHTING FIXTURES AND SHALL COMPLY WITH ARTICLE #348 OF THE NATIONAL ELECTRICAL CODE, 3. LIQUID TIGHT FLEXIBLE METAL OR NON-METALLIC CONDUIT SHALL BE USED FROM OUTDOOR EXPOSED CONNECTIONS TO GROUND OR ROOF MOUNTED EQUIPMENT AND COMPLY WITH ARTICLE #350 OF THE NATIONAL ELECTRICAL CODE. 4, RIGID NONMETALLIC CONDUIT SHALL BE PVC SCHEDULE 40 AND SHALL COMPLY WITH ARTICLE #352 OF THE NATIONAL ELECTRICAL CODE. RIGID NON-METALLIC CONDUIT MAY BE USED FOR SERVICE ENTRANCE, IF ALLOWED BY LOCAL CODE AUTHORITY AND INSTALLED PER THE NATIONAL ELECTRICAL CODE. 5. ALL RACEWAYS SHALL BE INSTALLED CONCEALED EXCEPT IN UNFINISHED SPACES OR WHERE INDICATED. C. CONDUCTORS 1. ALL CONDUCTORS SHALL BE COPPER AND HAVE 600 VOLT TYPE, 90°C, THHN/THWN INSULATION EXCEPT WHERE NOTED ON THE DRAWINGS. 2. ALL BRANCH CIRCUITS SHALL BE MINIMUM OF #12 AWG SOLID COPPER EXCEPT FOR MOTOR LEADS, WHICH SHALL BE A MINIMUM OF #12 AWG STRANDED COPPER, UNLESS OTHERWISE NOTED ON DRAWINGS. 3. ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, NO. 8 AWG AND SMALLER, SHALL BE COLOR CODED AS FOLLOWS: 120/208 VOLT SYSTEM 277/480 VOLT SYSTEM PHASE A - BLACK PHASE A - BROWN PHASE B - RED PHASE B - ORANGE PHASE C - BLUE PHASE C - YELLOW NEUTRAL - WHITE NEUTRAL - GRAY GROUND - GREEN GROUND - GREEN 4. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE PULLED IN CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE RUN. ALL CONDUITS SHALL HAVE A GROUND WIRE PULLED AND SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE. 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 6 AWG AND LARGER SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE INCH WIDE PLASTIC TAPE ATTACHED 'TO CONDUCTORS IN A READILY VISIBLE LOCATION. TAPE COLORS SHALL MATCH COLOR CODE REQUIREMENTS SPECIFIED HEREIN. 6. CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE MADE WITH NO 16. AWG SILICONE RUBBER INSULATED STRANDED FIXTURE WIRE, TYPE SFF - 2 (150?C.) OR NO. 16 AWG THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN (90°C.) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED FOR FIXTURE WIRE; HOWEVER, NEUTRAL AND GROUND CONDUCTOR SHALL BE IDENTIFIED DISTINCTLY FROM PHASE CONDUCTORS AS PER THE ABOVE SPECIFICATIONS. 7. SPLICES IN CONDUCTORS SHALL BE MADE ONLY WITHIN JUNCTION BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY THE NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES. SPLICES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH SKOTCHLOK INSULATED SPRING CONNECTORS, IDEAL WRAPPING INSULATED CAPS. SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER SHALL BE MADE WITH SPLIT BOLT CONNECTORS TAPED WITH NO. 88 PLASTIC ELECTRICAL TAPE UNLESS SPLICES ARE SPECIFICALLY INDICATED TO BE MADE WITH CRIMPING SLEEVE APPLIED TO CONDUCTORS WITH HYDRAULICALLY OPERATED CRIMPING TOOL. D. JUNCTION BOXES ALL JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND COMPLY WITH ARTICLE #314 OF THE NATIONAL ELECTRICAL CODE, FOR THE NUMBER, SIZE AND POSITION OF CONDUITS ENTERING THE BOX, SIZE OF BOX AND MAXIMUM NUMBER OF CONDUCTORS IN A BOX. E. PANELBOARDS 1. SHALL BE SPECIFIED ON THE DRAWINGS. 2. SHALL BE BOLT -IN CIRCUIT BREAKER TYPE WITH A RATED MAIN BREAKER OR RATED MAIN LUGS ONLY AS NOTED ON DRAWINGS. ALL SHALL HAVE U.L. APPROVED INTERRUPTING CAPACITY OF 22,000 AMPS MINIMUM UNLESS INDICATED ON DRAWINGS RMS SYM. AT VOLTAGE INDICATED ON DRAWINGS. ALL BUSSING SHALL BE COPPER, 3. SIDE AND GUTTERS SHALL HAVE MINIMUM CODE CLEARANCES. DEPTH SHALL BE 5 3/4" MINIMUM. 4. APPROVED MANUFACTURERS ARE: SQUARE D, CUTLER -HAMMER, ITE, CHALLENGER, WESTINGHOUSE AND GENERAL ELECTRIC. 5. TYPEWRITTEN DIRECTORIES AND PANELBOARD DESIGNATION PLATES SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL PANELBOARDS. F. LIGHTING FIXTURES 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL. ALL BALLASTS FOR RAPID START LAMPS SHALL BE PREMIUM CLASS P. BALLASTS SHALL BE FOR THE VOLTAGE OF THE CIRCUIT TO WHICH CONNECTED. BALLASTS SHALL BE PROVIDED FOR ALL FLUORESCENT AND HIGH INTENSITY DISCHARGE LAMPS. EACH BALLAST SHALL BE PROTECTED BY AN INTERNAL FAST BLOWING FUSE. CONTRACTOR TO PROVIDE PROPER FUSES. 2. LAMPS SHALL BE PROVIDED FOR ALL FIXTURES IN ACCORDANCE WITH FIXTURE SCHEDULE. G. WIRING DEVICES 1. RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE INDICATED BY HUBBELL, P&S, OR ARROW HART MAY BE USED. a. ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED. NUMBER OF POLES SHALL BE AS INDICATED ON DRAWINGS. b. DUPLEX OUTLETS SHALL BE 20 AMP 125 VOLT A.C. 3-WIRE SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC (UNLESS OTHERWISE NOTED ON DRAWINGS). 3. TIME CLOCK SHALL BE PARAGON EL72 OR EQUAL. H. DISCONNECT SWITCHES 1. DISCONNECT SWITCHES SHALL_ BE A MINIMUM OF 30 AMP, 250 VOLT RATED, HEAVY DUTY TYPE, 3 POLE WITH SOLID NEUTRAL, UNLESS OTHERWISE NOTED. SCHEDULE OF PANELBOARDS PANEL VOLTAGE BUS MAIN BREAKERS MOUNTING ENCLOSURE AIC RATING 1 POLE 2 POLE 3 POLE SPACES HRB 208/120/30/4W 100A MLO 5-20A 1-20A - - 23-1P SURFACE NEMA 3R 22,000 HPC 208/120/30/4W 100A MLO 5--20A 1-20A -- 23-1P SURFACE NEMA 3R 22,000 HPE 208/120/30/4W 100A MLO 5-20A 1-20A - - 23-1P SURFACE NEMA 3R 22,000 HPF 208/120/30/4W 100A MLO 5-20A 1-20A - - 23-1P SURFACE NEMA 3R 22,000 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS ,, , , NOTES RECESSED HID .LENSED_ DOWNLIGHT WITH GASKETED. LENSED REFLECTOR .AND. HPF..BALLAST 120/277V A PRESCOLITE _ RHD802-100MHFE-STH802L-TRG OR EQUAL BY `OMEGA,' PORTFOLIO, LITHONIA 1-10OW MH DAMP LOCATION DECORATIVE WALL SCONCE SELECTED BY ARCHITECT, ­PROVIDED AND]NSTALLED.BY 277V B COORD. "W/FIXTURE ELECTRICAL CONTRACTOR.' REFER TO ARCHITECTS ELEVATIONS FOR� SPECIFICATION. ELECTRICAL GENERAL NOTES G1 ALL EMERGENCY CIRCUITS SERVING NIGHT/EMERGENCY LIGHTING SHALL BE MINIMUM #10 AWG CONDUCTORS FOR THE ENTIRE CIRCUIT FOR 120 VOLT CIRCUITS OVER 100 FEET, AND 277 VOLT CIRCUITS OVER 200 FEET. G2 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. G3 REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE. 04 CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION. G5 EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS. G6 REFER TO SPRINKLER FIRE PROTECTION SHOP DRAWINGS FOR ALL FLOW AND TAMPER SWITCH LOCATIONS AND CONNECTIONS FOR THE FIRE ALARM SYSTEM. G7 REFER TO ARCHITECTURAL DOOR SCHEDULES FOR DOORS REQUIRING FIRE ALARM SYSTEM INTERFACE AND SMOKE OPERATION. STUB COND INTO BOTTO CABINET (T) rnP 0 0 Ld 0 - ca 0 Io 0 Q J ITS V1 OF P.) 0 1 " CONDUIT UNDERGROI TO EACH TENANT SPACE 1 #6 GND. - 3/4" C. TO BLDG. POWER GND. SYSTEM. PROVIDE 12" SLACK INSIDE CABINET. 3/4" PLYWOOD EQUIPT BACKBOARD INSTALLED IN REAR OF CABINET NEMA 3R ENCLOSURE INSTALLED ON REAR WALL OF BUILDING 36"x36"x8" MIN. SIZE. PROVIDE HINGED DOOR WITH HASP FOR TEL. CO. PADLOCK. PAINT TO MATCH BUILDING. 4" CONDUIT WITH PULL WIRE FOR INCOMING TEL. SERVICE COORDINATE INSTALLATION WITH TEL. CO. REP. SHELL TELEPHONE CABINET SCALE: NONE MAIN BONDING JUMPER SIZE PER 250-28(D) I.,..,,.,.,. LINK SIZE PER 'ART 250-66 #6 CU SERVICE GROUNDING AT MAIN NEUTRAL ,; : :..........:... CADWELD 3/4" x 10' #4 CU GROUND ROD (MIN. 6' APART) CADWELD 20'-0" MIN. OF 1 /2" REBAR IN BUILDING FOOTING (WHERE AVAILABLE) WATER SERVICE VALVE, METER OR UNION JUMPER TO PHONE BACKBOARDS, LIGHTNING PROTECTION ® SIZE PER TABLE (TYP) ---SIZE PER ART 250-102(C) EQUIPMENT BONDING JUMPER l CADWELD J �~ BUILDING STRUCTURAL STEEL SUPPLY SIDE GROUND CLAMP UL APPROVED NEUTRAL/GROUNDING SYSTEM SCALE: NONE ROOF MOUNTED PHOTOCELL FACING TRUE NORTH OF --_3 #12, 1/2" CONDUIT PHOTOCELL CONTROL MULTIPLE MECHANICALLY HELD CONTACTOR, (POLES AS REQUIRED) PANEL TIMECLOCK. HP* SEE SPECIFICATIONS. —MANUAL OVER -RIDE TOGGLE SWITCH TO EXTERIOR LIGHTING EXTERIOR LIGHTING CONTROL DETAIL SCALE: NONE ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION HEIGHT ID DIMMER SWITCH (NOTE L-3) 48" 03 THREE WAY DIMMER SWITCH (NOTE L-3) 48" $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-3) 48" $ 3 THREE WAY TOGGLE SWITCH (NOTE L-3) 48" $ M MOTOR RATED SWITCH $ K KEYED SWITCH �WP WEATHERPROOF DUPLEX RECEPTACLE OUTLET (NOTE L-3) 18" /AC DOUBLE DUPLEX RECEPTACLE OUTLET WALL/ABOVE COUNTER MOUNTED (NOTE L-3) 18"/43" �cFlcFI G.F.C.I. DUPLEX RECEPTACLE OUTLET WALL/ABOVE COUNTER MOUNTED (NOTE L-3) 18"/43" ISOLATED GROUND DUPLEX RECEPTACLE OUTLET (NOTE L-3) 18" SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. (NOTE L-3) 18" m ii SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE SWITCHED AS (NOTE L-3) SHOWN ON PLANS. 18" ® DUPLEX RECEPTACLE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-3)/FLOOR MOUNTED 18"/43" ® DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED x-1,3,5 ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1 A AND 5. 3,5 INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 OF PANEL X. MARKS ACROSS RACEWAY SYMBOLS INDICATE THE NUMBER OF #12 CONDUCTORS, UNLESS OTHERWISE NOTED. NO MARKS INDICATES TWO #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS ARE NOT INDICATED BY MARKS RACEWAY/CABLE INSTALLED CONCEALED IN WALL AND/OR ABOVE CEILING RACEWAY INSTALLED CONCEALED UNDERSLAB RACEWAY/CABLE INSTALLED CONCEALED IN WALL AND/OR ABOVE CEILING - EMERGENCY CIRCUIT RACEWAY INSTALLED EXPOSED GROUND l� FLEXIBLE RACEWAY (6'-0" MAX LENGTH) JQ/Q/❑ JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED �O OUTLET AND FLUORESCENT LIGHTING FIXTURE - OVERHEAD MOUNTED OUTLET AND EMERGENCY FLUORESCENT LIGHTING FIXTURE - OVERHEAD MOUNTED O / 2 OUTLET AND LIGHTING FIXTURE - OVERHEAD/WALL MOUNTED 0 / ! OUTLET AND EMERGENCY LIGHTING FIXTURE - OVERHEAD/WALL MOUNTED F ) OUTLET AND FLUORESCENT STRIP FIXTURE e OUTLET AND DIRECTIONAL OR WALL WASH LIGHTING FIXTURE 2 LIGHT TRACK AND LIGHT TRACK FIXTURES lei / OUTLET AND EXIT SIGN, CEILING/WALL MOUNTED. PROVIDE ARROW'S AS INDICATED ON DRAWINGS OUTLET AND EGRESS AND/OR EMERGENCY LIGHTING FIXTURE PANELBOARD - WALL MOUNTED (RECESSED) PANELBOARD - WALL MOUNTED (SURFACE) MOTOR �60/3/3R NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE 60/3/3R/40 FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE FUSE RATING ® SIZE 2/313 MAGNETIC MOTOR STARTER. NEMA SIZE RATING/ENCLOSURE SIZE 2/3R A COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT MEANS, NEMA SIZE RATING/ENCLOSURE a/FTv] TELEVISION OUTLET WALL MOUNTED (NOTE L-3)/FLOOR MOUNTED 18" I] FIRE ALARM MANUAL STATION (NOTE L-3) 48" ❑F 4 COMBINATION FIRE ALARM HORN/SPEAKER (AS REQUIRED) WITH VISUAL DEVICE L-1 Ell FIRE ALARM HORN/SPEAKER (AS REQUIRED) © FIRE ALARM VISUAL DEVICE L-1 Q SMOKE DETECTOR Q THERMAL DETECTOR, CEILING MOUNTED O FIRE SUPPRESSION SYSTEM FLOW SWITCH OT FIRE SUPPRESSION SYSTEM TAMPER SWITCH 0 DOOR HOLD OPEN DEVICE Dl= DUCT MOUNTED SMOKE DETECTOR ® FIRE ALARM CONTROL PANEL V/fi/ TELEPHONE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR MOUNTED 18"/43" V/$/0 COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR 18"/43" p/$/ DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR MOUNTED 18"/43" LEGEND NOTES L-1 FIRE ALARM VISUAL DEVICE SHALL BE WALL MOUNTED 80" AFF. OR 6" BELOW CEILING, WHICHEVER IS LOWER. L-2 STUB 3/4" CONDUIT 6" ABOVE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. ELECTRICAL ABBREVIATIONS A ......AMPERE MCB ......MAIN CIRCUIT BREAKER AC ......ALTERNATING CURRENT MCC ..,...MOTOR CONTROL CENTER AFF ,.....ABOVE FINISHED FLOOR MH ......MOUNTING HEIGHT AIC ......AMPERE INTERRUPTING CAPACITY MLO ......MAIN LUGS ONLY AL ......ALUMINUM MT ......MOUNT ATS ......AUTOMATIC TRANSFER SWITCH MTG ......MOUNTING AWG ......AMERICAN WIRE GAUGE NC ......NORMALLY CLOSED BKR ......BREAKER NEC ......NATIONAL ELECTRICAL CODE CB ......CIRCUIT BREAKER NF ..,...NON FUSED CCTV ......CLOSED CIRCUIT TELEVISION NFPA ......NATIONAL FIRE PROTECTION ASSOCIATION CKT ......CIRCUIT NIC ..,...NOT IN CONTRACT CLG ......CEILING NL ......NIGHT LIGHT CPU ,.....CENTRAL PROCESSING UNIT NO ......NORMALLY OPEN CU ......COPPER NTS ......NOT TO SCALE CT ......CURRENT TRANSFORMER P ......POLE DC ......DIRECT CURRENT PNL ......PANELBOARD DN ......DOWN PVC ......POLY -VINYL CHLORIDE EX ......EXISTING RC ......REMOTE CONTROL E ......EMERGENCY RECPT ......RECEPTACLE FA ......FIRE ALARM REF ......REFERENCE FACP ......FIRE ALARM CONTROL PANEL RMS ......ROOT MEAN SQUARE FDR ......FEEDER ST ......SHUNT TRIP FL ......FLOOR SYM ......SYMMETRICAL F ......FUSE OR FUSED SW ......SWITCH FVNR ......FULL VOLTAGE NON REVERSING SWBD ..,..,SWITCHBOARD GEN ......GENERATOR TB ......TERMINAL BOX GFCl/GFI ...... GROUND FAULT CIRCUIT INTERRUPTER TEL ......TELEPHONE GRC ......GALVANIZED RIGID STEEL CONDUIT TV ......TELEVISION G OR GND...... GROUND TYP ......TYPICAL HT ......HEIGHT UG ......UNDERGROUND HID ......HIGH INTENSITY DISCHARGE UL ......UNDERWRITER; LABORATORY HP ......HORSE POWER LINO ......UNLESS NOTED OTHERWISE HOA ......HAND -OFF -AUTOMATIC UPS ......UNINTERRUPTED POWER SUPPLY HZ ......HERTZ V ......VOLTS ISO ......ISOLATED VA ......VOLT-AMPERE JB ......JUNCTION BOX W ......WATTS K ......KILO, THOUSAND WP ......WEATHERPROOF KCMIL ......THOUSAND CIRCULAR MILS XFMR ......TRANSFORMER LED ......LIGHT EMITTING DIODE XP ......EXPLOSION PROOF M ......MOTOR Y ... ... WYE MATV ......MASTER ANTENNA TELEVISION Z ......IMPEDANCE REVISION # 17 SUMMARY A. ADDED LIGHTING FIXTURE SCHEDULE REVISION # 5 SUMMARY I P I L L I rll�'S P A R T N E R S H I P Architecture • Interior Design • Planning Ph«,g 770.394.1616 rox 770.3943314 CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30013 PHONE (770)441-5547 FAX (770)448-0262 E L• fse®jordanskala.00m COPYRIGHT © 2004 JORDAN do SKAIA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 05 06/01/04 MEP COORDINATION 07/26/ 04 MEP SHELL REVISIONS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 3 s NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE ELECTRICAL SYMBOLS, DETAILS AND NOTES 5A SHEET NUMBER �Eo■ A. ADDED SHEET t , KEY NOTES: B ,3`' r,. f O1 WEATHERPROOF JUNCTION BOX FOR CONNECTIONS TO FOUNTAIN PUMP AND LIGHTS. PROVIDE NEMA 3R FUSED DISCONNECT SWITCH SIZED FOR CIRCUIT. MAKE ALL CONNECTIONS, COORDINATE EXACT POWER REQUIREMENTS AND CONNECTION POINTS WITH GENERAL CONTRACTOR PRIOR TO BEGINNING WORK. 1�2 WEATHERPROOF JUNCTION BOX FOR CONNECTIONS TO POND AERATOR PUMP AND LIGHTS. PROVIDE NEMA 3R FUSED #10 GROUND WIRE TO LIGHT FIXTURE GROUND LUG INSIDE POLE LIGHT POLE OPPOSITE HANDHOLE PROVIDE BUSHINGS ` s.. �'�"` DISCONNECT SWITCH SIZED FOR CIRCUIT. MAKE ALL CONNECTIONS, COORDINATE EXACT POWER REQUIREMENTS ON CONDUITS € AND CONNECTION POINTS WITH GENERAL CONTRACTOR PRIOR TO BEGINNING WORK. BASE PLATE COVER 1" FORMED CHAMFER O WEATHERPROOF JUNCTION BOX FOR CONNECTIONS TO POND AERATOR PUMP AND LIGHTS. PROVIDE NEMiA 3R FUSED #6 BARE COPPER (HAND TROWEL EDGE ACCEPTED) EIGHT F• I XT U R E N°: DISCONNECT SWITCH SIZED FOR CIRCUIT. MAKE ALL CONNECTIONS, COORDINATE EXACT POWER REQUIREMENTS GROUND WIRE IN ANCHOR BOLTS (4 REQ'D) . AND CONNECTION POINTS WITH GENERAL CONTRACTOR PRIOR TO BEGINNING WORK. 1/2" PVC CONDUIT WITH TWO NUTS EACH.y INSTALL SQUARE WITH O PROVIDE (2) "IYPE "A". R 0 U N D TA P E R E D CL CUUAIM FIXOTU REED..AFTER.NSTALLATION TO EVENDLY LIGHTI BUI D NGLFACEUOFSMAJOR T�NANT P„f KINI .LIGHTING IR 5,..,. ,.,. .. r SEAMLESSLOSONOTUBE TYPE FORM ' "., \>°` •VCONNECTIONS A •EXACT •ELECTRICAL •ARCHITECT `� FOR CONCRETE BASE.(REMOVE SONOTUBE ST E E E P 0 E E t 5 MAKE ELECTRICAL TO MONUMENT SIGN. COORDINATE REQUIREMENTS` WITH\ O UBFINISH NO PAINT GRADE LEVEL AFTER CONCRETE SF_TS, R ) �` AND SIGN INSTALLER PRIOR TO BEGINNING WORK. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 381��11 yr$ CIRCUITS) NECESSARY FOR SIGN OPERATION. ROUTE CIRCUITS) THROUGH LIGHTING CONTACTOR AND TIME SWITCH. s f REFER TO TYPICAL CONNECTION DETAILS THIS SHEEN. CADWELD OR --- #3 TIES @16" O.C.* o —^--#4 REINF. (4 REQ'D) DOUBLE LUG z ,3�J�—O�i C 0 N C R ET E P 0 E E ` _`�' ® PROVIDE 1-2" EMPTY CONDUIT WITH PULL WIRE FROM BUS STOP TO NEAREST UTILITY TRANSFORMER. COORDINATE ` EXACT POINT OF STUB —UP AT BUS STOP WITH OWNER PRIOR TO BEGINNING WORK. CONNECTION , E SPACE EVENLY * x —�� CONDUITS (PVC) SCH 40 WITH BAS E (3 0 " D I A) 3 I' 10'-0" X 3/4" LONG SWEEP ELBOWS 3" CLEAR �f O7 WEATHERPROOF JUNCTION BOX FOR CONNECTION TO LANDSCAPE LIGHTING. REFER TO LANDSCAPE DRAWINGS FOR y' COPPER CLAD 24° EXACT LOCATION. COORDINATE INSTALLATION AND ELECTRICAL REQUIREMENTS WITH LANDSCAPE ARCHITECT PRIOR GROUND ROD MIN. *ALL RESTEEL GRADE 60, ASTM A615 I TO BEGINNING WORK. (TYPICAL OF 5). ' DIMENSION SCHEDULE FINISHED GRADE \: / s 4 3" CLEAR X 8' 0" _ - Z $°� _ .... „., ,4 „- /: Y 3, 0„ r Luminaire Schedule Project: Marketplace At Seminole Towne Center Symbol Qty Label Arrangement Lumens LLF Description (Cooper Lighting) Description (Visionaire Lighting) ❑*U 46 A2 BACK -BACK 115000 0.750 GSL-AM-1000-MH-480-AR-FG 100OW MH 2 ® 180 VIS AMERICAN AM4-4-T5-1000MH-BACK-BACK-VLFG, 38' MTG HT, 480V 1 A3 3 ®90 DEGREES 115000 0.750 GSL-AM-1000-MH-480-AR-FG 1000W MH 3 ® 90 VIS AMERICAN AME-4-T5-1000MH-T90'-VLFG, 38' MTG HT, 480V 2 A4 4 ®90 DEGREES 115000 0.750 GSL-AM-1000-MH-480-AR-FG 1000W MH 4 @ 90 VIS AMERICAN AME-4-T5-1000MH-4@90'-VLFG, 38' MTG HT, 480V � 8 B SINGLE 115000 0.750 GSL-AM-1000-MH-480-3F-FG 1000 WATT MH VIS AMERICAN AEE-4-T3-1000MH-SINGLE-VLFG, 38' MTG HT, 480V �� 2 B2 TWIN 115000 0.750 GSL-AM-1000-MH-480-3F-FG 1000W MH ROT OPT VIS AMERICAN AME-4-T3-1000MH-ROTATED-VLFG, 38' MTG HT, 480V �/ 29 WP SINGLE 36000 0.750 MHWL-400-MT VIS SMART PAK SPK-2-WB-40OMH-SINGLE, 20' MTG HT, 480V 6 WP-A SINGLE 20500 0.750 GSM-AM-250-MH-MT-AR-FG VIS AMERICAN AME-2-T4-40OMH-WALL MOUNT, 20' MTG HT, 480V ❑-0-0 8 ST2 BACK -BACK 9500 0.750 HP-RY-GL-3-10OW ROADWAY LIGHT-480V HP-RY-GL-3-10OW ROADWAY LIGHT-480V 0-0 2 ST SINGLE 9500 0,750 HP-RY-GL-3-10OW ROADWAY LIGHT-480V HP-RY-GL-3-10OW ROADWAY LIGHT-480V 4 FL SINGLE 115000 0.750 AMF-F-1000MH-MT-76-BZ-RAB-BZ / // / / 1 Z=2 -6 / // / �., / AIR ENTRAINMENT NOTE: ALL POLE . /// ` CONCRETE SHALL BE 4,000 PSI ® 28 DAYS WITH 6% -' / / NEW LIGHT POLE BASE DETAIL / /// i / / /. / ,/ / /�, / / _ // /'..,,i,/ !;'' / (TYPICAL) 3o_�ii i // / /"' // / ... / NTS SITE LIGHTING POLE DETAIL 0 %' // / // ✓// /j / // /% ! // / DETAIL PROPERT OF ON SITE LIGHTING & SURVEY, LLC (TYPICAL) j / / i / / / ! %// % // //// . %/ /` __ _.-. ,.- -. 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OR APPROVLU EQUAL E I I j, tw.f. .. .. ,- 1,, '� �� f, i t i' 1 C' Y__�__, �_ ,.w.,• - I I I t ;; i (TYPICAL OF 8)_ , 'i; , n ii t } i i t ' � i : : 1T, :,.,„� ` .r' 1 I :. ..' T. :: i 4 > .. i g........., T i it • t hit } l 1 1 f . r:. ( a l tl `„ : l ,� It i } i .. . , ' . :,i: r�., •, .. . ' � -• 13 .. t l i -• ` , I I ..l t i l .i ,1 q t t t t _ . a..a r' it t it t,iip:il 11 t >>a..., : ,. t _ i ....... ........ t .. , 1 ti •lJTt 1 ilk 1 ........., i'` 6 ,. 5 +.; 1 1 it t - I {` __ 1 . • a .1,:: l � I t ,- 1 .. , ' J.'A t! I t ,. I : ... " UTILITY CO. 5, , a i �.. i1:1• t B2 l 1 .. ;, i .. HOUSE PANEL HPA ;; :: TRANSFORMER, :: i t _ ;: 1 i ...........; ( ) , TY AL :\ . : „ i . ; , : I I :; .... .. :: ;; I ,�: 1 - 3 .......... .................................. .... .. ,. ,: , 1i , i �,.., ':-:. .. I ,� , : �I 20 1 ,> - .• 30A 2 `' / ..� \ i ;:._. :: ,_ 1: I I• { . s'. 1j8 f0 /4„C . L- ®480... _ - ................ \ V 30.,. .... .................................................................................. ..:.................:........ (..........I,r `� f ? ;x HPA-1(NL) 1:- \ OV/3 ! \ 2b*/3�6 @...�... f \ } f if II 30A 2P : ;l :4 _ _..._..._... _ ............... .. 1„ art: 2#10 1#10G-1'C. ' : I I.1 1 1>} ] 3 !! ii i `.. 4< (NL) : t t i i i;; i t l i i l 480V/ � _ '! r: i - —: ( 1`` t i• ! '1 i I k 1 1 1 1 4 !..J. i �.�:� y... ! ), ? f ! ? ! ! n „�.iO i i i f i lei , ( i; ! i; i? ! ,.W,,\ `: Im..;•::>......-.. l ..l..,i.._i.. 1. i �i .�i_..� .i..�2-.`�'..."��' �a , n f rr !! i / �, � - �,_ ^ ..........................I _ ._.._-._ y\ "`.__ ,• ram,: _ .........................: s �N _. _ ' 'r 1; .a1 r +, ,'\ ",..- ..i'i,.tip`! i ir.!� "--%-':�:�--::.:-.- .,......,••-._......^- --X- L r.: _ rE-., r / ........................:.--------...----- ...-... -. r , i1 ;; r 1 r . 1 u :1 1r `4 i 11 1 1i •- ¢ v ,o r a „ ,: : ., , e 1; r. k \> MOUNT EQUIPMENT ON FREE STANDING PEDESTAL CONSISTING OF UNISTRUT CHANNELS. _. ASSEMBLY SHALL BE WEATHER AND CORROSION RESISTANT AND SHALL HAVE A 4'X4'X4" THICK „' I CONCRETE PAD . COORDINATE FINAL MOUNTING __,_-'-•----•� T==�="�=="_�: -7_-._._. - -' I LOCATION WITH OWNER PRIOR TO BEGINNING , = —•._,, ! • " 4-500KCmil, 1 #3G-4 C. ` •rsy ��' I WORK. / � �\ �r, Y r. > C 13 ;a L/C �. UTILITY COMPANY METER I I t: � 30/1./3R I -- LIGHTING CONTACTOR, POLES AS -, ,f � , f (TYP. OF 3) REQUIRED, 20A, 60OV, 277V COIL f F-1 <';./' 0 /� TS I IN LOCKABLE NEMA 3R ENCLOSURE. / JI 1 � TY COMPANY P UTILI 0 MOUNTED TRANSFORMER �� �'�—TIME SWITCH: PARAGONEL72fl 100/3/3R/100A I OR APPROVED EQUAL IN LOCKABLE ,f / �.e NEMA 3R ENCLOSURE. I; �i . a �,. HP* .r?``. (3)20A/1P PANEL HP1, HP2, HP3 AND HP4 SHALL 4 10,1 10G-1"C. _<�" i I BE 480/277V/3�/4W WITH 100A MAIN (u.N.o. ,y — — — = LUGS, 22,000 AIC RATING, NEMA , 160G - — — PANEL - HP_ 24 POLES AND CIRCUIT BREAKERS AS SHOWN ON SITE PLAN. TYP. PROJECT ENTRANCE S GN POWER -� f L-___ __�v�_J a. I 2 ELECTRICAL RISER DIAGRAM - PANELS HP19. HP2, HP3, HP4 5 EE1.1 `� �\..',� SCALE: NONE, t .xx ; : r~ i i ! F i i i i i r' . ?.1 I; �30/2/3R 1, \ HP* \ t'- 2OA/1P 2#10,1#10G-1"C. (U.N.O. TYP. MONUMENT SIGN POWER II i , ! i f; ? 1 f 1 )..., �. 1 1 ! , f f. f ! I j f j i• 1 f f ! !I . ;; ; ! 1 ``;i ! ! •f_ ! h ! rf , f. 1i , 't ,Il..., ,, ; ' ;I r, ;, ;+ I r•. ,f ii, , , 1 ! :.,. . 1 ! i ! I ,--_�" „ 1 , 1 f f I` 1;I I ! ! 1! 1 ; f , !' j f f 1 I 1 J , 1, :�;1,'' 1 11 i 1 di' 1t , 1 1 f; 1 f / 1 f f f 1 f 1 I / 1 i 1 1 C / � � j //! , J // l f . rr / / f /` , J i / ' , ,y:,: , 1 / ` /r / s7 ,r' / % I v i / A / :i ! i / // / !:. i f' J i I : i f r' // I l ;i r ;' r i ! ,i ; `/ / �! r // / r i GENERAL NOTES: . 1. ALL CONDUITS SHALL BE MINIMUM 1" SCHEDULE 40 PVC AND SHALL INCLUDE A GROUND WIRE SIZED FOR THE CIRCUIT, UNLESS OTHERWISE NOTED. 2 - 4LL POLE LR�ATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO 13EGINN,INr 13 WGRK. � _'., , ;, . A 3. ALL CIRCUITS SHALL BE ROUTED THROUGH LIGHTING CONTACTORS, TIME SWITCH AND PHOTOCELL. 1 NIGHT —LIGHT (NQ CIRCUIT SHALL HAVE PHOTCELL "ON", PHOTOCELL "OFF" CONTROL. REFER TO EXTERIOR LIGFITING CONTRA`_ DETAIL.. 3/EO 0 ,. .,s .::._4 ALL CGNIDLw�TORJ SHALL BE #1"0 AW' LU,'urv�tSS' u�HEWV',':'iE fiVM . 5:"ACONfiRACTOR SHALL BUTT SPLICE #8 CONDUCTOR AT HOMERUN ENDS WHEN NECESSARY TO FACILITATE LANDING OF CONDUCTOR ON BREAKER LUGS. 6. ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL PROJECT ENTRANCE SIGNS. COORDINATE EXACT ELECTRICAL REQUIREMENTS PRIOR TO ROUGH -IN. SITE PLAN - ELECTRICAL ,na >�11 i 0' 40' 80' 160' N REVISION # 13 SUMMARY A. REVISED SITE LIGHTING CIRCUITING B. REVISED SITE LIGHTING FIXTURE SCHEDULE C. ADDED HOUSE PANELS TO FEED REMOTE STREET LTG. AND SIGN PO'dER D. DELETED SIDEWALK LTG E. REVISED UTILITY TRANSFORMER LOCATIONS, REVISION # 5 SUMMARY - A, ADDED SHEET O = _ _____. v P A R T N E R S H I P Architecture • Interior Design ® Planning t� 770.394.1616 w 770.394 3314 CONSULTANT a Jordan & Skala Engineers, Inc. j�j Project Ntunber - 04b0070 �3 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• jse®jordanskala,com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. �iRamc. r3e 3 j SO S'wt /, s rt`L l F t 1 -l�''J. y F� ! F 'C \ `\. I REV151UN5 # 'DATE DESCRIPTION 06%01 /0 4 MEP COORDINATION 5 0 07/26/04 MISC. V/E ITEMS This document is © Phillips Partnership, PC and is r ' a d •s sole) for use with considered an Instrument of Se vice n , y respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PROJECT rH MARKIETP LAC E AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT F J L \1 a" u\ •; ,i NORTH AMERICAN PROPERTIES - I NORTH AMERICAN PROPERTIES - ATLANTA �, -*`' r 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 _ ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643=9540_ PHILLIPS JOB NUMBER 0208616 ISSUE DATE- 04/21/04 DRAWN BY/CHEF KED BY --� AWO/CCJ DRAWING TITLE Si TE PLAN - ELECTRICAL SHEET NUMBER' , � n1f7t- *tC VYV.,' . LI711\n" 1 nl\I\ Y II '..g ■. StJ+ --..�y�,.;,_ / 3 — - I tT I � � _. „ �_ F_ L_— _ .. <,. . „ ,. __. ,. � s � , � .-' 4