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Home My WebLink About3609 Orlando Dr 100 (a) (2)Y Abbreviations A A/C AIR CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION AMU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ALUM ALUMINUM WATER COOLER MECH MECHANICAL Sim SIMILAR jf ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION c of Work APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK CANOPY RENOVATION Q SEMINOLE CENTRE CONSISTS OF THE DEMOLITION OF PORTIONS OF THE EXISTING CANOPY TO AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD ACCOMODATE THE CONSTRUCTION OF A NEW CANOPY. F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL THE SCOPE OF WORK W THIS SET OF DRAWINGS IS FOR FACADE RENOVATIONS ONLY. THE SITEWORK BEYOND THE B 80 BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE SIDEWALKS WILL REMAIN AS EXISTING. THIS SCOPE OF WORK IS LIMITED TO THE EXISTING EXTERIOR CANOPY REMODEL BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL ONLY. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE INTERIOR OF THE BUILDING. THE SCOPE DOES NOT INCLUDE BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED ANY CHANGES TO THE EXISTING BUILDING SIZE, OCCUPANCY, USE, OR CONSTRUCTION TYPE, ALL NEW WORK SHALL BM BEAM FIN FINISHED MTD MOUNTED SY SQUARE YARD COMPLY WITH THE REQUIREMENTS OF TYPE II -B CONSTRUCTION, THE SCOPE DOES NOT INCLUDE ANY WORK ON ANY BRG BEARING FLR FLOOR MTL METAL EXISTING DOORS OR WINDOWS. THE SCOPE OF WORK DOES NOT INCLUDE ANY WORK TO THE EXISTING SIDEWALKS. ANY BTM BOTTOM FR FIRE RESISTANT MILL MULLION T T TREAD REVISIONS TO THE EXISTING ROOFING SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE PRODUCT BUR BUILT UP ROOF FR -S FIRE -RETARDANT T&G TONGUE &GROOVE APPROVALS. WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE ALL NEW WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, EXISTING BUILDING C CB CATCH BASIN FRZ FREEZER NOM NOMINAL TELE 'TELEPHONE SECTION, CHAPTER 6 FOR LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS. CG CORNER GUARD FT FEET, FOOT NTS NOT TO SCALE TEMP TEMPERED CI CAST IRON FTG FOOTING THK THICK CJ CIONTROLJOINT FURR FURRING 0 OC ONCENTER TLT TOILET CL CENTER LINE FUT FUTURE OD OUTSIDE DIAMETER TO TOP OF CLG CEILING G OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GA GAUGE OVFL OVERFLOW DISPENSER CLR CLEAR GAL GALLON TS TUBE STEEL CMU CONCRETE GALV GALVANIZED P PL PLATE TV TELEVISION MASONRY UNIT GB GRAB BAR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEANOUT GC GENERAL CONTRACTOR PLAS PLASTER COL COLUMN GYP GYPSUM PLBG PLUMBING U UON UNLESS OTHER- CONC CONCRETE H PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HB HOSE BIBB PNL PANEL UTIL UTILITY CONT CONTINUOUS HC HOLLOW CORE PR PAIR CONTR CONTRACTOR HDW HARDWARE PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HM HOLLOW METAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HORIZ HORIZONTAL PT PRESSURE TREATED VERT VERTICAL CTR CENTER HR HOUR PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HT HEIGHT PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD LOCATION MAP: CW COLD WATER HTG HEATING VTR VENT THRU ROOF HVAC HEATING, VENTILATING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE & AIR CONDITIONING DEPT DEPARTMENT HW HOT WATER R R RADIUS, RISER, W W WIDTH DET DETAIL I THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN ID INSIDE DIAMETER RD ROOF DRAIN W/O WITHOUT DIA DIAMETER IN INCH RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INCL INCLUDING RE REFERENCE WD WOOD DISP DISPENSER INSUL INSULATION REF REFRIGERATOR WH WATER HEATER DN DOWN INT INTERIOR REG REGLET WP WATERPROOF _; DS DOWNSPOUT INV INVERT REINF REINFORCEMENT WT WEIGHT ED DWG DRAWING J REQ REQUIRED WWF WELDED WIRE FABRIC JAN JANITOR REV REVISION WWM WELDED WIRE METAL E EA EACH JB JUNCTION BOX RM ROOM 2 Tl -I 46 :_;Tr,�LT EB EXPANSION BOLT JT JOINT FIND ROUND Y YD YARD EFS EXTERIOR INSULATING L RO ROUGH OPENING L FINISH SYSTEM L LENGTH RTU ROOF TOP UNIT �= EJ EXPANSION JOINT LAM LAMINATE General Notes 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES RELATED TO THIS PROJECT. 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY. ,' P I V 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING FIRE PROTECTION, TEMPORARY SHORING, AND BRACING AS REQUIRED DURING CONSTRUCTION. 5. PRIOR TO SUBMITTING BIDS, EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW THE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING (BUT NOT LIMITED TO) ENERGY CALCULATIONS, SPECIFICATIONS, SOILS REPORTS, COLORED ELEVATIONS, ASSOCIATED SITE DRAWINGS, AND DRAWINGS FOR OTHER BUILDINGS IN THE CENTER. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. PRIOR TO SUBMITTING BIDS, EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO VISIT THE SITE AND REVIEW ALL EXISTING CONDITIONS. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO, 17 417 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS SHALL NOT BE SUBSTITUTED WITHOUT PRIOR WRITTEN APPROVAL FROM SITE THE ARCHITECT OR THE OWNER. ANY PROPOSED ALTERNATIVES MUST FIRST BE SUBMITTED BY THE G.C. TO THE OWNER FOR REVIEW AND APPROVAL. IT IS THE G.C'S RESPONSIBILLTY TO PROVIDE, IF NECESSARY, AND DOCUMENTATION REQUESTED BY THE ARCHITECT, ENGINEER OR AHJ. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, STRUCTURAL CALCULATIONS, ENERGY CALCULATIONS, PHOTOMETRICS, UL DETAILS, NOAS OR FLORIDA PRODUCED APPROVALS 7. THE CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE FACILITY AS PLANNED. 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. 9. CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL (OR MIAMI DADE NOA) SUBMITTALS THAT COMPLY WITH RULE 913-72 FOR THE FOLLOWING: A. ROOFING AND COPING 10. CONTRACTOR SHALL PROVIDE COPIES OF THE FLORIDA PRODUCT APPROVAL (OR MIAMI DADE NOA) SUBMITTALS TO THE LOCAL JURISDICITON AS REQUIRED FOR PERMIT; INSPECTION, C.O. ETC. THE CONTRACTOR SHALL ONLY SUBMIT COPIES TO THE ARCHITECT FOR REVIEW IF THE APPROVAL/ NOA DIFFERS THAN THE ONES SPECIFIED ON THIS SHEET. 11. ALL CONSTRUCTION MATERIALS SHALL COMPLY WITH THE REQUIRMENTS OF TYPE II -B CONSTRUCTION. ALL WOOD SHEATHING AND BLOCKING SHALL BE FIRE RETARDANT TREATED (FRT). ALL FABRIC AWNINGS SHALL BE FIRE RETARDANT. 12, IT IS THE GC'S RESPONSIBILITY TO SHARE THE FIRE RATING INFORMATION WITH ANY NECESSARY SUB CONTRACTORS. 13, THE PREFERED METHOD FOR SUBMITTING RFI'S IS THROUGH EMAIL. THE DEVELOPER / OWNER SHOULD BE COPIED ON ALL EMAILS FROMTHE GENERAL CONTRACTOR TO THE ARCHITECT /ENGINEER. SUB -CONTRACTORS SHALL NOT CONTACT THE ARCHITECT / ENGINEER OR THE DEVELOPER /OWNER DIRECTLY, ALL CORRESPONDENCE SHALL GO THROUGH THE GENERAL CONTRACTOR. Code Information JURISDICTION INFORMATION BUILDING INFORMATION CITY OF SANFORD - PLANNING & DEVELOPMENT SERVICES OCCUPANCY CLASS: MERCANTILE (M) 300 N. PARK AVENUE CONSTRUCTION TYPE: TYPE II -B SANFORD, FL 32771 PHONE: (407) 688 5000 BUILDING AREA: EXISTING TO REMAIN FAX: (407) 688 5152 AREA UNDERGOING RENOVATION: 1,725 LINEAR FEET Le qe n d Annotation Symbols CLASSIFICATION: L 1ON RENOVATION 5 SETS SIGNED AND SEALED REQUIRED FOR PERMIT MAXIMUM HEIGHT: 55 0"(? STORY) SCALE: 12" = V-0" ACTUAL HEIGHT: 38'-0" (1 STORY) MAX 8.8 GRID DESIGNATION A801 A88 BUILDING SECTION ADOPTED CODES SIM SIM BUILDING: 2014 FBC, EXISTING BUILDING NFPA 1, ROOM NAME ROOM NUMBER SHEET NUMBER SECTION NUMBER NFPA 101 H.14 FIRE: 2012 FLORIDA FIRE PREVENTION CODE (INCLUDING 2009 NFPA) CE)DOOR NUMBER A801 Id WALL SECTION PLUMBING: 2014 FBC, PLUMBING SIM MECHANICAL: 2014 FBC, MECHANICAL FUEL/GAS: 2014 FBC, FUEL / GAS 1i WINDOW TYPE SHEET NUMBER / SECTION NUMBER ACCESSIBILITY: 2014 FBC, ACCESSIBILITY ENERGY: 2014 FBC, ENERGY CONSERVATION � ELECTRICAL: 2011 NEC 88VIII SECTION DETAIL 0 STOREFRONT TYPE , A101� SHEET NUMBER � DETAIL NUMBER 1t WALLTYPE A�-88 DETAIL REFERENCE Contact Information 0 KEYNOTE SHEET NUMBER DETAIL NUMBER CLIENT RD Management, LLC STRUCTURAL Higgenbotham Engineering, Inc. 88 810 Seventh Ave, 10th Floor ENGINEER 3222 Corrine Dr., Suite F New York, NY 10019 Orlando Fl. 32803 1Q REVISION NUMBER A888 88 A888 MARKEEXTERIRS ELEVATION PHONE 212-265-6600 PHONE 407-286-1787 FAX 212-492-8464 FAX 407-286-2281 Name ELEVATION TAGS SHEET NUMBER ELEVATION NUMBER CONTACT Richard Birdoff CONTACT Harold Higgenbotham Elevation INTERIOR ELEVATION ARCHITECT Cuhaci & Peterson Architects ELECTRICAL Cuhaci & Peterson Architects A888 88 MARKERS 1925 Prospect Ave. ENGINEER 1925 Prospect Ave. Orlando F1.32814 Orlando F1.32814 NORTH ARROW SHEET NUMBER ELEVATION NUMBER PHONE 407-661-9100 PHONE 407-661-9100 FAX 407-661-9101 FAX 407-661-9101 CONTACT Antonio Laudani CONTACT Tony Locascio Material Le qe nd SCALE: 12" = 1'-0" / /BRICK CONCRETE }11} , }, } PLYWOOD GYPSUM " ` Y, DRAINAGE BOARD >,'t., j`''''% FILL MASONRY.._.RIGID MR E..,_ COMPACTED STEEL t INSULATION BOARD A, fM�_. .,.. x..-. SUlLfl1NG pIVIS 00" SA IFORD ON5TRUED TO BE A FD SHALL BEG RK AND NOT AS A PERMIT 'SSU- WITH fHE WORK Oft SET LICENSE TO PRC . CANCEL, AUTHORI-f`y TO VIOLA VISIONS OF THE.fEGHNICAL ASIDE ANY OF THE PRO F A PERM1IFTER ENT THEREA CODES, NORSHA REGT ON OF ERRO-THIS IN PLANS, CDE THE BUILDING OFFICIAL FROM REQUIRING A COB R VIOL ATIONS O CONSTRUCTION 0 Product Approval List Drawing Index Sub Category SHEET NO. 01 Architectural A000 _ TITLE Cover Sheet PERMIT SET 07-02-2015 Expiration Date Roofing Yes Al - A6 Specifications Yes A100 Existing Site Plan & Demolition Notes y _ Yes A101 Demolition Elevations & Plans - North Building Yes A102 Demolition Elevations & Plans - North Building_ Yes A103 Demolition Elevations & Plans - South Building _ Yes At 04 Demolition Elevations & Plans - South Building Yes A105 Demolition Elevations & Plans - West Retail Yes A110 Proposed Architectural Site Plan Yes A111 Proposed Elevations & Plans - North Building Yes A112 Proposed Elevations & Plans - North Building Yes A113 _ Proposed Elevations & Plans - North Building _ Yes Yes Yes Yes Yes Yes Yes Yes Yes Al 14 Proposed Elevations & Plans - North Building Al 15 Proposed Elevations & Plans - South Building A116 Proposed Elevations & Plans - South Building Al 17 Proposed Elevations & Plans - South Building At 18 Proposed Elevations & Plans - South Building A201 Proposed Elevations - North Building -Finishes A202 Proposed Elevations -South Building Finishes A203 Proposed Elevations - West Building Finishes A301 Wall Sections & Details Yes A302 _ Wall Sections & Details_ Yes A303 Wall Sections & Details _ Yes A304 Wall Sections & DetailsYes _ A305 Wall Sections & Details _ Yes A306 Wall Sections & Details Yes A307 _ Wall Sections & Details Yes A308 Wall Sections &Details A309 Wall Sections & Details _Yes Yes Yes Yes Yes Yes A310 Wall Sections & Details A311 Wall Sections & Details A312 Wall Sections & Details A313 Wall Sections & Details A314 Wall Sections & Details Yes Yes Yes Yes Yes Yes A315 Wall Sections & Details A316 Wall Sections & Details A317 Wall Sections & Details A318 Wall Sections & Details A319 Wall Sections & Details A320 _ Wall Sections & Details _ _ Yes A401 Enlarged Floor Plan Details Yes 02 Structural S001 Structural Notes_ Yes S111 Proposed Elevations & Plans - North Building Yes S112 Proposed Elevations & Plans - North Building_ _ Yes_ S113 Proposed Elevations & Plans - South Building _ Yes S114 Proposed Elevations & Plans - South Building Yes S301 Structural Sections Yes S302 -- _ Structural Sections _ Yes S303 _ Structural Sections Yes S304 Structural Sections Yes S305 _ Structural Sections Yes S306 S307 S308 Structural Sections Structural Sections Structural Sections Yes Yes Yes S309 Structural Sections Yes S310 _ Structural Sections Yes S311 Structural Sections Yes S312 _ _ Structural Sections _Yes S313 Structural Sections Yes S314 Structural Sections Yes S315 Structural Sections Yes S316 Structural Sections Yes S317 Structural Sections Yes S318 Structural Sections Yes S319 Structural Sections Yes S320 Structural Sections Yes 05 Electrical E100 Electrical Symbols, Notes, and Schedules Yes E200 Electrical Specifications Yes E301 North Building Canopy Lighting Plan Yes E302 North Building Canopy Lighting Plan —_ Yes E303 South Building Canopy Lighting Plan Yes E304 South Building Canopy Lighting Plan Yes SUlLfl1NG pIVIS 00" SA IFORD ON5TRUED TO BE A FD SHALL BEG RK AND NOT AS A PERMIT 'SSU- WITH fHE WORK Oft SET LICENSE TO PRC . CANCEL, AUTHORI-f`y TO VIOLA VISIONS OF THE.fEGHNICAL ASIDE ANY OF THE PRO F A PERM1IFTER ENT THEREA CODES, NORSHA REGT ON OF ERRO-THIS IN PLANS, CDE THE BUILDING OFFICIAL FROM REQUIRING A COB R VIOL ATIONS O CONSTRUCTION 0 Product Approval List Product Category Sub Category Description Manufacturer Product Approval NOA Number Expiration Date Roofing Built Up Roofing Johns Manville Built -Up Roofing Systems over Steel Decks Johns Manville Corporation NOA No. 13-0529.06 07/19/16 Parapet Coping Roof Edge Termination Systems W.P. Hickman . 11-0928-08 10/18/17 C5 Q M z 1 wcj 10 r� r-, EC z 4V w L LU I— t N if1 7� CV .4 �J NNIC P-4 U \,O ct C'n C/� i M z 1 wcj 10 EC z 4V w L LU I— v) , M U \,O ct C'n C/� 1. G.C. TO FIELD VERIFY ASSUMED LOCATIONS, SIZES, AND INTEGRITY OF ALL EXISTING STRUCTURAL MEMBERS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR NECESSARY REPLACEMENTS. REFER TO THE DRAWINGS - INCLUDING THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL DRAWINGS AND SPECIFICATIONS- FOR LIMITS OF DEMOLITION 2. CONTRACTOR 15 RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT FUR ALL STRUCTURAL AND NON STRUCTURAL ELEMENTS TO REMAIN. 3. CONTRACTOR IS RESPONSIBLE FUR THE LEGAL DISPOSAL OF ALL DEMOLISHED MATERIALS THAT ARE NOT TURNED OVER TO THE OWNER OR REUSED. 4. CONTRACTOR SHALL COORDINATE ALL ITEMS TO BE REUSED OR DISPOSED WITH THE OWNER'S REPRESENTATIVE. 5. CONTRACTOR IS TO FOLLOW ALL SAFETY REQUIREMENTS AS REQUIRED FOR DEMOLITION AND NEW CONSTRUCTION AND FOLLOW ALL OSHA REGULATIONS IN CONNECTION WITH THIS PROJECT. 6. CONTRACTOR SHALL PROVIDE A SCHEMATIC DRAWING SHOWING MEANS AND METHODS OF DEMOLITION AND REMOVALOF EXCESS BUILDING MATERIAL, INCLUDING LOCATION OF DUMPSTER AND PATH OF REMOVAL, ETC., PRIOR TO STARTING ANY WORK, TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. 7. CONTRACTOR IS TO MAINTAIN A CLEAN SAFE WORK ENVIRONMENT AT ALL TIMES AND LEAVE THE WORK SITE CLEAN AND SECURE AT THE END OF EACH WORK DAY. 8. CONTRACTOR TO COORDINATE WITH OWNER FOR ALL HAZARDOUS MATERIALS TESTING AND ABATEMENT. 9. DEMOLITION SHOWN IS NOT ALL INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL DEMOLITION AND REPAIR NECESSARY TO ACCESS UTILITIES, ELECTRICAL, ETC. ELEMENTS NOT SHOWN TO BE DEMOLISHED SHALL BE REMOVED OR RELOCATED IF IN CONFLICT WITH NEW CONSTRUCTION. 10. REMOVE AT LEAST WEEKLY ALL DEBRIS, RUBBISH, AND ANY OTHER MATERIAL ACCUMULATED AT SITE SLATED FOR DISPOSAL. GENERAL CONTRACTOR TO DISPOSE OF ALL WASTE OFF SITE ACCORDING TO ANY GOVERNING LAWS AND REGULATIONS. DISPOSAL OF WASTE ON SITE THROUGH ANY MEANS IS NOT ACCEPTABLE. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING OF ALL NEW SIGNIFICANT FINDINGS CAUSED BY THE DEMOLITION, AND SHALL SUBMIT SAID FINDINGS TO ARCHITECT IN WRITTEN AND GRAPHICAL FORM.. 12. MAINTAIN ALL EXISTING UTILITIES TO ANY OPERATIONAL TENANT. SHOULD IT BE NECESSARY TO INTERRUPT SERVICES TO ANY OPERATIONAL TENANT GENERAL CONTRACTOR SHALL COORDINATE WITH TENANT AND WITH SUBCONTRACTOR TO INTERRUPT AND RECONNECT SERVICE AFTER SAID TENANT OPERATIONAL HOURS. TAKE ALL PRECAUTIONS TO NOT DAMAGE UNDERGROUND UTILITIES SCHEDULED TO REMAIN DURING DEMOLITION & EXCAVATION. LOCATE UNDERGROUND ELECTRICAL PRIOR TO DEMOLITION. 13. EXISTING ELEMENTS SCHEDULED TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ELEMENTS SCHEDULED TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE OWNER. REPLACEMENT OF DAMAGED ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 14. PRIOR TO CONSTRUCTION GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION ; OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL PERMIT AUTFIURITIES. ALL SAID WORK SHALL BE IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING �, ;`' A105-3 t - AUTHORITY. .... .. ......... ,i a. I' c 15. THE OWNER SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING TENANT BUILDING SIGNS, THE CONTRACTOR SHALLCOORDINATE WITH THE PROPERTY MANAGER ". AND THE SIGN VENDOR, IN ADVANCE, FOR THE REMOVAL AND REINSTALLATION OF THE SIGNS. j b S N I ' r +y i s , WE RETAIL- . ETAIL}1 c r ;L , i' a F -. � •e, . ,. a ri °.: 3 \ .. '., .. r ,j f .. .. ....._....... ............_... ..........._. ... ....... _ ......... ., .. ..... _ • •- A105 4 , f• K, iI n. ...... f ................ ... k 5 r s + r A101-1 ,> 4 a' Q S. r' i r-xi5Liiiu DiLd ria�i Z SCALE. 1 = 50'-0" d N CA O N U 40 � N ^i7-- ®O Co 70 -0 � O O O coco -2 N j O Q CJ p a T— O Q ko r �. i z Z C1) .rte, J �Q W� Y w O O O CU 0 06 C� _N CIS -4� 'X F 1� 1 I 1 r Lu N Lo O N O N U � N ^i7-- ®O Co 70 -0 � O O O coco -2 N j O Q 0) p a T— O Q r � i z Z C1) .rte, J �Q W� Y a) z w O O O CU 0 06 C� _N CIS -4� 'X F 1� 1 I 1 r Lu N Lo O N O N U � N ®O Co 70 -0 � O m'Emi coco -2 N j O Q � /, QCp CCS p a �+ J co Cn w O O O CU 0 06 C� _N CIS -4� 'X F 1� 1 I 1 r Lu A1 00 <U 0 Lo O N N O O z N j O .D W i ZC) W� Y U N Lo 4 � C O � O w O '';m L] .N a LLLI 0 O U) �C C W a_ O z A1 00 1 O z N a' W N ZC) W� Y N Lo 4 O O FW-' 0 w a L] o O A1 00 . .J WEST RETAIL 1 t i . .... E��.. i `... - c��'.-' :::..:::-:: _..,) (. 11 ,� _. �_ ......, r ALDI ~o o (I () a u �� z w \ r -Cn IJ 0 0 � F- O ROSS 1-1 . i Z rv) i U - !�-- �J l OQ ll 1 n.._....___.. ,_...._f!..._.._..... ..... . ! ......._..__ ... _ . •:Z F .I .......... ..( F- W W W CL F- _...._.. i"', 1 ll O _ l.J... !.J ..'..1-.-- . z ; NOT IN SCOPE ...} k `'._) C 'lT ,... C:J,:r-7-:..G.7-r.:.:T'm=r :..:r' -c' -'s 1t:7 1..� ':::::.:. ..._'_--_ _ I y f ,� ---� 1..11 .:..:.: ,.: K... WALMART J'J 1� 'Q'1_._--'_-__ ._ J: _.... Key Plan e AREA ADDRESSED IN THIS SHEET Key Plan Legend AREA TO BE REMOVED Demo Le ecnd 5 Existing North BLDG Front Elevation (2 of 4 SCALE: 1/8" = 1'-0" EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW EXISTING COPING TO BE REMOVED AS REGLET PROFILES. SEE PROPOSED REQUIRED FOR NEW WORK ELEVATIONS 18'-10" L i _1!$19' Or' 'f - _ - 1-1 -7- ............._......-..__.........._._..........-_ .,.........._.........,...... ...........,_..__..�......-.. T/�• fie/ 1 I I. .'; ,, _ � , •, , ,- • 5 , - « ; - ' ` , , , AWNINGS TO BE EXISTING FABRIC • ..� ,- �,^-' .,, r-.. :�;, REMOVED, TYP. . . ". ' I 1_' ' - , - I , " I I I., ' I -1 ; - - I 1// 7//?/_2/' • 1 Ir , , f/ /f//. __ _ , • 1!L res. f/ . , _ n _ _ _ • _ r _ , ♦ , , , ` -, - - - i j �, ." I , \ • ,,� � ' I - EXISTING STOREFRONT TO REMAIN, TYP ' ; ' ' -t• , , . , -'• - •• 1. .- . r • , •• , , • ' ' - , ,. , , , , , IJ :. - _ -, , • ' • • - ` ' T.O. Floor Slab r 1 I Existing North BLDG Left Elevation SCALE: 1/8" = 1'-0" F- m F - z OI a ~_ O Z (10 11 v) mI -� - --- _._._.__ ___ EXISTING WALL TO REMAIN, SAW CUT r EXISTING COPING TO BE REMOVED AS STUCCO AS REQUIRED TO INSTALL NEW ^- I - "'�� _" _ REQUIRED FOR NEW WORK __ -11 20' -10" i REGLET PROFILES. SEE PROPOSED 'I 19' 0" \, '� ELEVATIONS l zz =�= _ - - 2,, . ! , I J' , :. j ':'. EXISTING FABRIC AWNINGS TO BE SUBWAY , ' . ' 'ir(I�AL 1 __ REMOVED TYP. - ' T.O.L__w. I . ' . . � . . _71 - , - 11 I , , .1, . " I 1, Existin StoreFront EXISTING WALL TO REMAIN, SAW CUT i ' `i 10' 0 STUCCO AS REQUIRED TO INSTALL NEW 'I REGLET PROFILES. SEE PROPOSED - ELEVATIONS . ] i1 / \ . . . 1, \ I ", � I , EXISTING STOREFRONT TO REMAIN, TYP.-- I \ " / r_1 k___ - �_,_ - 'I. ' „• •, r � I _i „«... I � , • :�"� T.O. Floor Slab 0 0 3 Existing North BLDG Front Elevation (1 of 4) SCALE: 1/8" = 1'-0" ]i i t '/ 'n 1 )z :I y .n: :3: ;{; < ., ;, I : ' I / - �::,� t = EXISTING STOREFRONT TO REMAIN, TYP. - _ _ ,�� I.__..._.._....L._._1'J _ ,,,: `, ; , ;'x X,. E - - 3 . ____ _ _. _ . „, y ,. n. ,�: ;: ;: «M,..:.>6>~:.� F.w»,:,_.._ ... :.. .:..-.: k,_. .:<-::x..�»�«...T.>,,. -.. ,.. ... .�:...,�-tti,-+-««...f............r�....,._c -_.. ,., ,M,:.r+ i,r,.��...:r^, „aa„•a>a,«-..rr. to ,t rk , o ...r . 's c -,v%- rr- -rr• r �, f� rW-••.qr -••• .. _ v r� �. r, r. r, e . �„r v v ,v, .t/. .l. \ V. v �1, V. ;'r' ' I .. '„ �:. .p:. ,�� ,/, ,j'(, .i'C, ,. •fe =j�, ,. �i'C� f. ;�: �: ii: ;'�'' .\ � , L.-:�=�.. - -1 _._. 'LL `�' i-""✓, .. .. w `� \f t, ., •, ,l, ..,., ,,, \ ,,,., ., 1. .� ,.. ,.. ,as- ,.. ! `, v E. _ _._ _ .„ _.s _.a _.�,__ EXISTING LANDSCAPING TO REMAIN, TYP. EXISTING LANDSCAPING TO REMAIN, TYP.- ._._., EXISTING FABRIC AWNINGS TO BE _ EXISTING CONCRETE SIDEWALK TO REMOVED, TYP. REMAIN 2 Existing North BLDG Floor Plan SCALE: 1/8" = 1'-0" - F- lu Cr F Iz O IU Z EXISTING STOREFRONT TO REMAIN, TYP.- c I .............. i ... -_ _- , , .. -. i_....._.,.r»-y->.-.,.-..,,.,::,v>v»:,r.<...a-..:a. ,.. soy,,,,�C_ �-c.se �.:..w .,,.a�rz,...,,.s.,W..�' _. .. , r ,. .. �: , _ „ , . I. -1 , , , _I. _ IM ,. , , L_ . . , . _ _'.� __ .. .n • _ ..nl....' ... _......._., _ _.. .. �. _ _ -�_ _�....:._.... _ ...._.._.� Y, ;'. ' '' EXISTING FABRIC AWNINGS TO BE REMOVED, TYP. v_.._.: ,` .r\, ,, ,, .. EXISTING CONCRETE SIDEWALK TO . I ' , ... ' , � I I L REMAIN , : * , , �, �: {� * 'X': -'t_ -'A _ -1. , -------- EXISTING LANDSCAPING TO REMAIN, TYP. a a, a 4 ExistinNorth BLDG Floor Plan (1 of 4) SCALE: 1/8" = 1'-0!' FINISH SYSTEM, TYP. EXISTING FABRIC AWNINGS TO BE PPAAO\/Pn TVP - _. - EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW _ r...•.. ,.-••-....,., , ... FINISH SYSTEM, TYP. EXISTING WALLTO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW FINISH SYSTEM, TYP. C/VJ I II4U,) I vr1Gl-rivvii iu IIL ivirmt4, i ti � Al a N 4 V 9 `. 11E 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 2 N I L 1. =1 1I *cl MEI E0 1 21'.4" 'tea - . i - L. - , R ;__4 C T'I )", 9 .1: "' =; L r J....._.......1:. :, ?- , T.U. Existing StoreFront w I1I J 10' - 0" k 1. I� O p A _._....._._ 1 `° 9'___._.__. /_ l_ T.O. Floor Slab 0' 0° * �� EXISTING WALLTO REMAIN, REMOVE - EXISTING FINISH AND PREP FOR NEW Q FINISH SYSTEM, TYP. s U 8 .0 � 4 IQ `. '`' 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 2 N Via, 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. u, (1) L C w E0 , 'tea (1) i � �i � . , m ;__4 C 4 3a O W(U _gQ F_ (1) cf) Q W� O U EXISTING WALLTO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW--- ._. FINISH SYSTEM, TYP. r EXISTING STOREFRONT TO REMAIN, TYP. ..............' .......__..., ___._ ...__ .....---...`` ........... .... -- - - - _ --- �, f i / _ .� _.««... 1........... _____ _...______. __ _._ __.._. �__ _. _ _..... ___._.._..,_. _._.. _ .... ...... ......... ___.............__,_:...,..... .. _____... ......... %4 . ......___._'___ .._..._...._.___.._ .�.______ __.... I ._ .. ._ -r--.-»- ,.. �I }r_.r:�r; .. _ ._ _. _tt'- a ......... ._ ............__........_._... .__. . s >< ._i _,:_,..___ e,._......_................k3r_ _ __ ..m .,..,,,.»,.,..,.,.�:«, :<,�,:.:w.: „ ,.,::.gym:-„! ..•,:.,,r. .,rm:"^`^ , 111--11 ,.. ..' r .. r � - ( , . offs �� r , , F sO�� ` v • ,- .. .. .) .. .«, n v+: -s• .r --at-, mrvnrn ,e:wnmrn an< .. r , , . _.�a I' 11 1. --v.::.tm ....z.>.. rte^, , .( r .. , , , r , r , r e : , , i . . r .. .. , v , , , , I{ , l , , • , , , . .. .. t 4 , r , , , , ., , • r , .. w , .. ,I .. : .. ` , , . 1. J1 , .. < 3 [ . I 'I , t " - I I I - I � I � - I - I - - , I I I I , ,ry . - - -- -- ., - „ ` .n E , . 11 5 • , + - 11 , I + „ . ... , , „ S. r 3 , U .. .. , . , ' EXISTING CANO , ABRIC AWNINGS TO BE r . EXISTING F ,1. 11 - .. v.. .t1. v ;1. .. , v , , , , ` , , , r" . I , � I - . . , 1. "., 11 I .i 17j. ". 1. , , . ,. , PREP FOR NEW FINISHES, TYP.. ,r 1. 1. : ' REMOVED TYP r r , : , , .. , , ( r : i e r r •.. . . , r , , e r sewn , , • , , , , .. .. , ,. r e .. .. , , . ., , , , r ,. .. 1. , 1. , %, e e r• "s" , I .I v .. ' • , , y , , , , i , u..a n: 1. .-.«, _...,..:,� .. :. ., .. , + , - , � .. , - _ v , .. , , , , , , .. , 1. 11 1. 11, :I L a , .. .. , , r .. , / , � r , v , , • i r. .. .. .. n .. : , .. .. .. • , , , , , r .. , , , . I (%1. /� G 11 1. i ' , , r ` I. • g 1 `' v . , r I i .. ,..,. r , . ,.. ..�.« ,nom...... «.,«,,..,,,:.>:. - w..N.....>..z... ___.,......._ .. F- I ¢ EXISTING CONCRETE SIDEWALK TO I rte- REMAIN EXISTING CONCRETE RAMP TO REMAIN EXISTING CONCRETE SIDEWALK TO z REMAIN I - llt I— 01 I� WI - zI II =I - 10 01 1. - 01 z I w 7F ri ul O o 1 i °C o Ir 9 . K 6 Existing North BLDG Floor Plan (2 of 4) SCALE: 1/8" = 1'-0" GENERAL NOTES 4 to 1• EXISTING LANDSCAPE TO REMAIN, U.O.N. co 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. -i. 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. o (1) L C w E0 a (1) i 0 CM :!E-: a m (Z C '_ cv a o T O W(U _gQ F_ (1) cf) Q W� O U co EXISTING WALLTO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW--- ._. FINISH SYSTEM, TYP. r EXISTING STOREFRONT TO REMAIN, TYP. ..............' .......__..., ___._ ...__ .....---...`` ........... .... -- - - - _ --- �, f i / _ .� _.««... 1........... _____ _...______. __ _._ __.._. �__ _. _ _..... ___._.._..,_. _._.. _ .... ...... ......... ___.............__,_:...,..... .. _____... ......... %4 . ......___._'___ .._..._...._.___.._ .�.______ __.... I ._ .. ._ -r--.-»- ,.. �I }r_.r:�r; .. _ ._ _. _tt'- a ......... ._ ............__........_._... .__. . s >< ._i _,:_,..___ e,._......_................k3r_ _ __ ..m .,..,,,.»,.,..,.,.�:«, :<,�,:.:w.: „ ,.,::.gym:-„! ..•,:.,,r. .,rm:"^`^ , 111--11 ,.. ..' r .. r � - ( , . offs �� r , , F sO�� ` v • ,- .. .. .) .. .«, n v+: -s• .r --at-, mrvnrn ,e:wnmrn an< .. r , , . _.�a I' 11 1. --v.::.tm ....z.>.. rte^, , .( r .. , , , r , r , r e : , , i . . r .. .. , v , , , , I{ , l , , • , , , . .. .. t 4 , r , , , , ., , • r , .. w , .. ,I .. : .. ` , , . 1. J1 , .. < 3 [ . I 'I , t " - I I I - I � I � - I - I - - , I I I I , ,ry . - - -- -- ., - „ ` .n E , . 11 5 • , + - 11 , I + „ . ... , , „ S. r 3 , U .. .. , . , ' EXISTING CANO , ABRIC AWNINGS TO BE r . EXISTING F ,1. 11 - .. v.. .t1. v ;1. .. , v , , , , ` , , , r" . I , � I - . . , 1. "., 11 I .i 17j. ". 1. , , . ,. , PREP FOR NEW FINISHES, TYP.. ,r 1. 1. : ' REMOVED TYP r r , : , , .. , , ( r : i e r r •.. . . , r , , e r sewn , , • , , , , .. .. , ,. r e .. .. , , . ., , , , r ,. .. 1. , 1. , %, e e r• "s" , I .I v .. ' • , , y , , , , i , u..a n: 1. .-.«, _...,..:,� .. :. ., .. , + , - , � .. , - _ v , .. , , , , , , .. , 1. 11 1. 11, :I L a , .. .. , , r .. , / , � r , v , , • i r. .. .. .. n .. : , .. .. .. • , , , , , r .. , , , . I (%1. /� G 11 1. i ' , , r ` I. • g 1 `' v . , r I i .. ,..,. r , . ,.. ..�.« ,nom...... «.,«,,..,,,:.>:. - w..N.....>..z... ___.,......._ .. F- I ¢ EXISTING CONCRETE SIDEWALK TO I rte- REMAIN EXISTING CONCRETE RAMP TO REMAIN EXISTING CONCRETE SIDEWALK TO z REMAIN I - llt I— 01 I� WI - zI II =I - 10 01 1. - 01 z I w 7F ri ul O o 1 i °C o Ir 9 . K 6 Existing North BLDG Floor Plan (2 of 4) SCALE: 1/8" = 1'-0" GENERAL NOTES 4 to 1• EXISTING LANDSCAPE TO REMAIN, U.O.N. co 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. } 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. o INSTALL SIGNAGE WHEN WORK IN AREA IS COMPLETE. 5. EXISTING FABRIC AWNINGS TO BE REMOVED, U.O.N. 6. EXISTING STOREFRONT TO REMAIN, U.O.N. i a) uCO () r` N = co0C) c� C) a_ m a - _ LL WEU)//'�_0 Q 2 vJ L Z 0') Q) C, co coco 0) = co I 0 Z I (Z CL 06 c 0 Lu 0 i 0 J � ® Lu `w to = I'D p i N 19 0, m = (D C w Cr a N 0 0 O Gl r` O a) s U O O O',r .N Q I- . �, w CD N w N !.._: in � or w a 0 z `w LO Z U o I'D p i N 19 N_ m N CD = Q O2 CJ C w Cr a o 0 0 `w WEST RETAIL 1 . E Illrrr i t ... .. .r .....7 rr l %' w f ALDI o (1 z .w ff�ROSS i z cn 1 1 � w cc __._..._} •.J 1J --� NOT IN SCOPE 1,..._....._.__ _.r .._..._._.._ f I WALMART Key Plan z wl �I AREA ADDRESSED IN THIS SHEET Key Plan -Legend. AREA TO BE REMOVED Demo Lege nd NI 21 EXISTING CORNICE TO BE REMOVED AS T -11- 1. """"'1.-' I- r -I "-" HtMUVtU, IYr. (TYP.@ AREAS OFSTONE VENEEH) REGLET PROFILES. SEE PROPOSED ruv101ILn0, E Ir. FINISH SYSTEM, TYP. ELEVATIONS Existing North BLDG Front Elevation (3 of 4 SCALE: 1/8" = 1'-0" II � EXISTING STOREFRONT TO REMAIN, TYP. I x. r. r... ,,[ _.»-._.._._...........-1..,......._....,. ... I! ....... ........ ........�.+.a ,. m...:::;^�.,j.....r'-,:.......�..r......., ....�_.. ...��,-. n _..�-,.-.err:.. �.r:......T,,... «...... . �.—•- _.�. �.. _.....r.:.a r , r r I' s .I. EXISTING CANOPY COLUMNS 70 r I yIIO, , -, , i[� H ..1. .....m. .. E . - , �� ✓•r .r r , , + _,r . .i... , ..aw.«......«..,i r, r , -.««E ax«..«...,. -r .........., .:..:...w .axtI :..•'.ar.aa aw,- «, . ., :.,,. _.....r,.......r........ 1 r^ `•" r , -_«.«.,«.«....,rrr.r..,.....,. ,«.....-... F , ..r, ..-+ .,..«_..„ -.,.,, ten..,...,..., a.:.r. , I . , r _TG A BRI AWNINGS REMOVED TYP., EXISINFEXISTINC CANOPY COLUMNS REMAIN., .. , MAIN. PREP FOR NEW FINISHES TYP.' PREP FOR FINISHES, T '--'-" W EXISTING CONCRETE SIDEWALK TO EXISTING CONCRETE SIDEWALK TOREMAIN REMAIN II wl z =I "I F-- 2 Existing North BLDG Floor Plan (3 of 4) SCALE: 1/8" = 1'-0" N EXISTING WALL TO REMAIN, SAW CUT N STUCCO AS REQUIRED TO INSTALL NEW z I REGLET PROFILES. SEE PROPOSED UI EXISTING WALLTO REMAIN, REMOVE ELEVATIONS EXISTING WALL TO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW EXISTING COPING TO BE REMOVED AS 1 EXISTING FINISH AND PREP FOR NEW REQUIRED FOR NEW WORK FINISH SYSTEM, TYP. FINISH SYSTEM, TYP. I _ Existing High Parapet .* 7 ' 19' 2" 151 0" 40' 3" _ '-- , l _ Ex _ _ ____ _ ___ _ 9 - --- -- -®T -- -_ -- istin�cLo 19 4 w arab .•�• ✓ .."' rte,, .... ,.' •�; . l' , r • 11 t / r r r / r ,r / / %rr. ''r r ' /:/.'' r ,j :''/' ' r r r r.r' f .' r /r r r r ✓r'' r i' r' r ri' / I i /` ,r' /f r %' % r , r r r ,r s' f - ✓ rr%r i'" -;r.'' , .r i // :, / r r r r r r r ff '/ / /r TO BE EXISTING FABRIC AWNINGS •/ %% r r r /' �, r %✓� r` p r r�� //' /' /' r :' � /,r�r,r ' t' /r/'✓''r r f r;/r r� j/ %itlr r r^ / /%'� r ,'/ � �r ' r / � 'r / / / /_ % / if �/ ,/,'� // / // �/ /i / /fir; y'i��/� /�� ,'f(/ // r/r�' / j ✓ // /j.///✓�''�// ��/� j _ REMOVED, TYP. Y I T.O. Existing StoreFront :-tt-.w:... -:: ,__._:tt::. _1 , // ,_..... , - ........... ..._.._.I;r _ ? if i �J 10 0 ......... . ... .._ ... _..._...... _....«..._•.._... .. ........... .._.._..._w..c_..r. - - , ......._....__._._..._,.,.:....._.......::::mx..._.r_..:.T,;.✓':::.: I �_ m. .:..:.�.._._.._r._ ._ .. �..-....�...�.:::.:.�_�...� :.cr�:.r.:..�t I O. r b Io" 01 T. Floor Sla EXISTING CANOPY COLUMNS EXISTING WALLTO REMAIN REMOVE TO REMAIN. PREP FOR NEW EXISTING STOREFRONT TO REMAIN, TYP.- EXISTING FINISH AND PREP FOR NEW EXISTING STOREFRONT TO REMAIN, TYP, FINISHES, TYP. FINISH SYSTEM, TYP. 3 Existing North BLDG Front Elevation (4 of 4 SCALE: 1/8" = 1'-0" EXISTING STOREFRONT TO REMAIN, TYP. ; L1 ..._..._ .._ _ - m• . ,.... ..,.._ —1 :...._.-,._._.L,. 3 - _, _.rL �•._+-,tom.' —, -, .. �— , 1� „ — -- — — --, , • .a a , r r a , 1.. • • t" , • r , • , 3 r " _ , r � ' 1 •' 1 r ' r , ....„..a..,. ........a:..w..ww+-,.,..,. , ,.ww..«.......A„_w.«......................,..,« .,......:.._. >.«a.. w„ ••.r ,....a......•aw+»r r,.e ” Y' ........................................ �..... wl z EXISTING CANOPY EXISTING CONCRETE SIDEWALK TO COLUMNS TO REMAIN. PREP REMAIN FOR NEW FINISHES, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN r�' '/� i'�•' le �'- f d'�� i 7�' dF •7C• '1\ f\ ' d � ;� i 'd� �i. f :• EXISTING LANDSCAPING TO REMAIN, TYP.- xx 4 Existing North BLDG Floor Plan (4 of 4) SCALE: 1/8" = 1'-0" ` _ i'�' � `, J .` i �� • d d, 1 d �' r� i'�` %w f� �.. F� �. J� :j�. h f EXISTING FABRIC AWNII REMOVED, TYP. EXISTING WALL EXISTING FINISH FINISH SYSTEM, TYP. ntuLr I rnvri-o, or-r-rnvrvocv ELEVATIONS 5 Existing North BLDG Right Elevation SCALE: 1/8" = 1'-0" EXISTING COPING TO BE REMOVED AS toreFront 10'-0" loor Slab E -vi 114L YY I "VIVI I yr� y , ' �-EXISTING SIDEWALK TO REMAIN , , ••U LESS OTHERWISENOTED, TYP.. ' • ' ` i -A EXISTING LANDSCAPING TO REMAIN, TYP—\ i .ri k X" ' ' .. 'X�6 ti Existing North BLDG Floor Plan SCALE: 1/8" = 1'-0" EXISTING CONCRETE RAMP TO REMAIN GENERAL NOTES 1. EXISTING LANDSCAPE TO REMAIN, U.O.N. 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. INSTALL SIGNAGE WHEN WORK IN AREA IS COMPLETE. 5. EXISTING FABRIC AWNINGS TO BE REMOVED, U.O.N. 6. EXISTING STOREFRONT TO REMAIN, U.O.N. �JJ 0 N W � (y) o � ®-0-0 c Q - LL W.E0 uo L � F-0 � W Co CL FL Z�7 chd 0 w 0 E �® F- F- LLJW :C V) z a ¢< q#'W q i LL 90, r -{ I Q r r M CT G?1 te s� i Q CC) � N J T c.0 W z �JJ 0 N W � (y) o � ®-0-0 c Q - LL W.E0 uo L � F-0 � W Co CL FL Z�7 chd 0 w 0 E �® F- F- LLJW :C V) z a ¢< q#'W q i LL Lo r ��J i Q CC) � N J T Cz 0 z a> cL) 1 < ZZ ZZ 0 � w 0 p co Z �JJ 0 N W � (y) o � ®-0-0 c Q - LL W.E0 uo L � F-0 � W Co CL FL Z�7 chd 0 w 0 E �® F- F- LLJW :C V) z a ¢< q#'W q i LL Lo r ��J 4 CC) � N z 0 a> 1 U � Q o X CL O N FW-• O U W v EL o a v a O o_ ~ o w w 0 z Lo O ON CC) N z 1 U 00 Q O X CL O N FW-• O U W 0 EL o a v I¢ Er � w WEST RETAIL I 0C-) f Er X I�S.�l.T�.rI�N»,-G +WAf€I.LL rTlO Rr€it Ef,, M'_: A IN,, ,, -. /S, A �W...�,, CUT _ .., , ,.1.. . ...._.,_,! ` .�- .)IiI c/�.�H/.n ✓�.: ,_ � r/ra /.,..✓_- %. , '%.5.-�• .s..I /„ii _. .,i . , if ) .•' . '7 i'./.7✓..."%...�.,..r7_../...' / .__/. r. .,✓i�...,, ,,,.I.•i1I.-Pt1✓ 'l. ,. r .'l EXISTING XISTING . WALL ALL T .•T,r -,7 O ..7REMAIN, EMAIN, I. .. ,- ' �aSAW ." r , 'Ci .0r.- T STUCCO AS REQUIRED TO INSTALL NEW EXISTING CORNICE TO BE REMOVED AS STUCCO AS REQUIRED TO INSTALL N .E'.•, - W :. ., ./. � _'. ,�i,•„. .� 11IIIIIf1IIIoIII II� E P •a� .. _.�'�.r ,.r<�...�/./✓�,fr-.,..iI - ,.' , , ;1� '✓_- ; r, ,,• r •_r EXISTING XISTING, Yd'rs CORNICE ORNICE r" T :IO !I I � BE R E M—'O'V_ED AS REGLET PROFILES. SEE PROPOSED REQUIRED FOR NEW WORK REGLET PROFILES. SEE PROPOSED REQUIRED FOR NEW WORKIv ELEVATIONS ELEVATIONS Existin HPa_1 r a0 E ]l "* _................... _....... "'l% EXISTING FABRIC AWNINGS TO B 28 8 �.....-REMOVED, TYP. Hish Para eE 'stin OALDICL ;LIJ ,24'- 0"* z NO Lu LIA Cc Q Q U) /s�T. Existing StoreFrot0n ti.tNOT IN SCOPE � ! W LMART F.O.Flo0rSlabKe Pian EXISTING STOREFRONT TO REMAIN, TYP. G STOREFRONT TO REMAIN, TYP, EXISTING FABRIC AWNINGS TO BE 0'_U EXISTING WALL TO REMAIN, REMOVE EXISTING WALLTO REMAIN, REMOVE REMOVED, TYP. EXISTING FINISH AND PREP FOR NEW EXISTING FINISH AND PREP FOR NEW AREA ADDRESSED IN THIS SHEET FINISH SYSTEM, TYP. FINISH SYSTEM, TYP. Key Plan Legend Existing South BLDG Front Elevation (1 of SCALE: 1/8"=1-01 EXISTING WALL TO REMAIN, SAW CUT AREA TO BE REMOVED STUCCO AS REQUIRED TO INSTALL NEW EXISTING STOREFRONT TO REMAIN, TYP.-� REGLET PROFILES. SEE PROPOSED ELEVATIONS Demo L EXISTING FABRIC'AWNINGS TO BE EXISTING CAN PY COLUMNSMNS TO IN. -'-EXISTING FABRIC AWNINGS BE ",,REMOVED [PREP FOR NEW FINISHES, REM , OVED TYP. EXISTING CONCRETE SIDEWALK TO' REMAIN' EXISTING CONCRETE RAMP TO REMAIN J J7t CE 0 10 cr I, ; z 11 +.SII _ , ,.. •.., 'l ¢2 h, Existing South BLDG Floor Plan 1 of 5), SCALE: 1/841 = 11-011 EXISTING COPING TO BE REMOVED AS REQUIRED FOR NEW WORK EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW EXISTING FABRIC AWNINGS TO BE L/\IJ 1114 A J I Vf ILI 11V14I I V I ILIVIn IIV, I 11 . 5 Existing South Building Elevation 3 of 5) SCALE: 1/8" = 11-0" EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW EXISTING CANOPY COLUMNS TO REMAIN. PREP FOR NEW FINISHES, TYP. EXISTING CORNICE TO BE REMOVED AS REQUIRED FOR NEW WORK REMOVED, TYP. wlz JI LI EXISTING WALL TO FIE MAIN, SAW CUT _STUCCO A�♦� REQUIRED TO INSTALL NEW _ REGLET PROFILES. SEE PROPOSED ELEVATIONS IT .I' . I G - / % f I �. I -- i 3! 31 01 „ ` EXISTING WALL TO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW FINISH SYSTEM, TYP. — EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CORNICE TO BE REMOVED AS REQUIRED FOR NEW WORK EXISTING CANOPY COLUMNS TO REMAIN. PREP FOR NEW FINISHES, TYP. Existing South B LDG F rout E levation (2- of 5� SCALE: 1/8" = 11-011 EXISTING STOREFRONT TO REMAIN, TYP. �-`_m-__»____.arm...'•--.�..^—"=--"---___ __ '. � �.__ __,_ , ________ _____ ____________ 1 / �/•.. �.....,-___._»__.__»�___S.f _._.....�..__._._.F-_..: '-'-"-"�I /� /'`, =• -- m�>=fr„__":___�It,__—,---,.,.G—�'----+..7L='lC=�'•�•:;_...n•�.3r� ti"•'-_'�'""_.'"'—c-'-�tF..'.V..,,.,..�..,,:-�.r...:..3F:.cx.-:.JFi._.....__..�.;:e�'sc:a:: cc.:.:_•:•s:x:_ , , r• , _ , 1 xl EXISTING FABRIC AWNINGS TO BE l (..::. I`.... , — REMOVED, TYP., — — — I' _ , , i` r , �. EXISTING CANOPY COLUMNS TO REMAIN...` \. • , ., ' . • • ' • PREP FOR NEW FINISHES TYP.:'•' _ \ , r , ' lv uj , ` r` I r, , _ I , , ' r , r r , •' r e , •_ .. a .. , .. .. .. : .. , .. . , , .. .. .. ' _ .., - .. , , E. , . .. • + .. .. r , , _ \ , I• , r' , r - , , , ' .I E r , , I , _ z J v \ O �I , , , , EXISTING CONCRETE SIDEWALK TO REMAIN , c EXISTING CONCRETE RAMP TO REMAIN4 �r Existing South BLDG Floor Plan 2 of 5) /V SCALE: 1/8" = 11-0" NI w) �_ JI EXISTING WALL TO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW FINISH SYSTEM, TYP. EXISTING FABRIC AWNINGS TO BE REMOVED, TYP. I ExistingHigh Para et I cL_—_� J"'•!' ��! I I Existing Low Para et . ,r ✓ r. r f i r r T.O. Existin StoreFront 10. 011 �. . !"s E • i; 3'-0" 1' 1011 _ I ::::. 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS ' 7 I' 3' 011 T.O. Floor Slab 01.0.0' EXISTING WALLTO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW FINISH SYSTEM, TYP. EXISTING WALLTO REMAIN, REMOVE CVIO-Mln CIAIIOLJ AAIn nnCn Cnn AIMA1 EXISTING WALLTO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW FINISH SYSTEM, TYP. v , - EXISTING FABRIC AWNINGS TO BE L/\IVJI IIVU JI VIILI 11-1 IV IIL IVInII V, I It . 1 I I 17'-0"_I I EXISTING STOREFRONT TO REMAIN, TYP. -, EXISTING STOREFRONT TO REMAIN, TYP. ! a I' I II f ' ]jj 3jj I i _ ,. .. .. ...1 _ - - .... _ . ... __. _ ........ .... ..,....._ a... .. ..... .... .... _ r _ __._.. _„_.,._.. �-,._-,_... .,.V. .,, E..__ --_,_-- ._._ _, .-,____,___-,_,,,,,___,_„<__,_-_,__,_,__ � � __�-"R"”` — a_ 'i�' �C ,I m - �_ t a,?'--�1t W�.f .�=•��=--3 ,i _d �_ IT , i , r , r , jj jr EXISTING FABRIC AWNINGS TO BE Y E I - r , _ _ . , EXISTING FABRIC AWNINGS TO BE • . + , . , •• •. ` '. ,' • E • ! j j .. .. , REMOVED TYP. • ' _ REMOVED TYP ' f • I ' , r , , t . , „ r , r • , , , , r r17 , „ • ra \ ' . _': • EXISTING CANOPY COLUMNS TO REMAIN. - , CONCRETE SIDEWALK TO CONCRETE SIDEWALK T EXISTINGEXISTING 0 � I PREP FOR NEW FINISHES, TYP. REMAIN EXISTING CONCRETE RAMP TO REMAIN REMAIN EXISTING CONCRETE RAMP TO REMAIN w J EXISTING CONCRETE SIDEWALK TO QI „ REMAIN \' EXISTING CONCRETE RAMP TO REMAIN 6 Existin(' South BLDG Floor Plan 3 of 5 SCALE: 1/8” = 11-0" GENERAL NOTES 1. EXISTING LANDSCAPE TO REMAIN, U.O.N. 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. INSTALL SIGNAGE WHEN WORK IN AREA IS COMPLETE. 5. EXISTING FABRIC AWNINGS TO BE REMOVED, U.O.N. 6. EXISTING STOREFRONT TO REMAIN, U.O.N. Para et . A 201-0" 101-01, T.O. Floor Slab 01- 011 0 Q) - CD c� N ^ , Q co E Oo O i LL_ • O 1 rn `T r. > 'U s Q W L) r >Q `� V/ w r o z Para et . A 201-0" 101-01, T.O. Floor Slab 01- 011 0 Q) - CD c� N ^ , Q co E Oo O i LL_ • O -• o rn r. > o O c) c/) Q W L) Q F >Q `� V/ w Z W o z 0 U) I U) C� 0- 06 0 CiS W c 0 -'1—d ]( 0'' E L: F - Q) - CD c� N ^ , Q co _W Z O i LL_ • O �m a o U) co ccs a c) c/) 0 U) I U) C� 0- 06 0 CiS W c 0 -'1—d ]( 0'' E L: F - Q) - CD N Z CV � 00 d L) w r Z v Y NCD Ly,l U U Lu O 10- Q CtGI 2U EL N� N W 2i W a- 0 z In Z CV � 00 L) N r Z O Y NCD Ly,l U U Lu O 10- Q CtGI 2U EL I �Iw zl J_ I EXISTING CORNICE TO BE REMOVED AS REQUIRED FOR NEW WORK EXISTING WALLTO REMAIN, REMOVE EXISTING FINISH AND PREP FOR NEW EXISTING STOREFRONT TO REMAIN, TYP. FINISH SYSTEM, TYP. 3 Existinq South Building Elevation 5 of 5) SCALE: 1/8" = V-011 EXISTING COPING TO BE REMOVED AS EXISTING FABRIC AWNINGS TO BE z EXISTING WALLTO REMAIN, REMOVEL X EXISTING FINISH AND PREP FOR NEW EXISTING STOREFRONT TO REMAIN, TYP. FINISH SYSTEM, TYP. 7F Existing South B_uilding Elevation 4 of 5 SCALE: 1/8" = V-0" EXISTING CORNICE TO BE REMOVED AS EXISTING FABRIC AWNINGS TO BE EXISTING COPING TO BE REMOVED AS EXISTING CORNICE TO BE REMOVED AS L/\IV 111 Y\,11 II YIVI I III VL/ 1 11t,1 1 VI l IY�vv �/\IV III Y\,I V I VI ILI I IVIYI I V I IL lull \II Y, �/\IVI lI v\.t l II vIVI I /llvv FINISH SYSTEM, TYP. FINISH SYSTEM, TYP. B Existing High Parapet 4. 24' - 0" I• Existing Low Parg . I 20'-0 I ' Mme _70 Vii%% EXISTING STOREFRONT TO REMAIN, TYP.-- ... YP.- -_. x - --- -- - I T 1. / "-iC <. ......... 2 ... .. .._. +•.{ - _it_ +. -__ ..- .._... .._.,..... , _. . _}i 1 r^ _.._ _.... . _. ..._. .. _. ['", ... f r ......... .. ...... tr F_'""_". 7 .._. _ F• I__"'.. r _-"._._"_._.-Y7 -._ F ._�..._..�..W.t.o ..r�ns'._Y�-. _...r...a_....l.r_-.•..a._..r�r.....r„rrrrs.....�.. ..�_.. .___... _. ,r,,,,_„ .._-....,�....—♦.,. ... —.. :....1w•+•-rW.,.w.:. .., m...u..•.yr...,,_. „ : -r , r , a : i :. L, — — _ , r , r• , m` , r r I{ , • r' , , , r r I r r. r • , - l+ - EXISTING FABRIC AWNINGS TO BE I� ;-- , REMOVED, TYP,,-,�` a _ EXISTING FABRIC AWNINGS TO BE .` ., !I. I a , 'REMOVED TYP: ,r r , ♦ ' - _ ,.. , • EXISTING CONCRETE SIDEWALK TO _ REMAIN EXISTING CONCRETE RAMP TO REMAIN z EXISTING CANOPY EXISTING CANOPY COLUMNS TO REMAIN. EXISTING CONCRETE SIDEWALK TO _ J I z COLUMNS TO REMAIN. PREP PREP FOR NEW FINISHES, TYP, REMAIN = FOR NEW FINISHES, TYP. Existing South BLDG Floor Plan (4 of 5) SCALE: 1/8" = 11-011 ccI ti z EXISTING WALL TO REMAIN, SAW CUT EXISTING WALL TO REMAIN, REMOVE STUCCO AS REQUIRED TO INSTALL NEW EXISTING WALLTO REMAIN, REMOVE ~o EXISTING FINISH AND PREP FOR NEW REGLET PROFILES. SEE PROPOSED EXISTING FINISH AND PREP FOR NEW— z FINISH SYSTEM, TYP. FINISH SYSTEM, TYP. o I ---- -- ELEVATIONS T R al Existing High Parapet v -,+�° ,-� � .,.t;�'� � +� ,-+ .w+,'�i�1,�,�, °�-`�� °,-�°r-�,�,��,-�v res ,xoe. rte+-,.+s•+,�i'_0"* ..� [a+r+.y' ".-.. �'.' ..'°-,-,°�-.�"Zi -r-' >+-�-; +=, i„Z".�,•'•`..`r-�'"'`�--r'E"�'.1r"s..+�°'"'�'"�-rr'"'�`�,•"r"': 7`'r-�.�y--�.-�,''"'� "�""^=-`�"��-r-r�-'.'�.� .�`�'.-s+ °' ;r'-T:-�. ---, 24 I „ .. II . 11 18 0 .• g R _ , v , , f 7,7 . r •'% r ,� moi^"; �.^ . -r r r / / / ,ter / r � � � •,, r ,-, r -,. •,'',','' .•, ,,,. r / � / / ,ter ,�'✓ /� ' T.O. Existing StoreFront 101-011 T.O. Floor Slab 01.011 EXISTING FABRIC AWNINGS TO BE REMOVED, TYP. f EXISTING STOREFRONT TO REMAIN, TYP. I , ..... t =_-;""- / 7' .u•u:-.. +w�..v-• - +..w•,.,..u.m„c.,..u�.,ux.:uu+.nx....r..oa-v...uun,r.:.w.uu..a+.,w::.. .x+ww..r,..«xwv�x.-:...w.,wxwarrruw...:.-:.wrxrx:.www.v. ,:rwuw., .: .... ........... . , •'.•..C". :,.v+<+:-r-:+a<"Y1••`�+j'na.rw,.r�,.:w""z, ... , .-ww,r.-,.:.W"'i"Y°W�,,:.:.,.,rr,.---!"'�°"',. «1">•<�. y'•'�.'•• rns..F•m,mm�ixmtrxurttemm�rxnt,•'nx,m. .. mrmr:. :• a+,»,mF^`w..w,. :aww» , 'an / m�varzmmw vmmmm mx«p«r.<�,q.a. ` r wem%'.m«m�c°'wm`.m°x , r xNr•,^meYagr2mmn r,'nn,nnar mwmva,nxan.n n,xnuvwnmvms.�auwmmw,+.ww'xx sm-,w.emp4^�amawmmrew,.aa,rw.wva.�mrawnc-awmc:m.� nr't`sarrh-.� .�.................. r-••--_--. ^-^-'r ........, n a.. , , F marK,rte-•:.amaatn+'ar..,cmrm:<' x Y , I r -I' 7- .�-. �.�:.; .�• ,�.- �- .,.�- ,ice �� ._. .-� —, • , , • ♦ , r r • ,. r , •EXISTING COLUMNS TO REMAIN •. � �" _ `. '. ,. .. .. , _ .. _ _ _ ` , ,. _ � ._ _ _ _ _ _ _ ,_ , _ _ . _, ,_ ,' • . , } EXISTING FABRIC AWNINGS TO BE f ; , , • .PREP FOR PAINT .REMOVED, TY f , r , , • • - - - - , .. •_ a ._ _v r , , , r , • r ' , • • . e 4 ' , , v t , , r j 1Ij f.. 4 r , r • r ` _ _ , II - EXISTING CONCRETE RAMP TO REMAIN `t U z I EXISTING CONCRETE SIDEWALK TO = REMAIN z t I UI 2i y l OI z Existing South BLDG Floor Plan (5 of 5) SCALE: 1/8" = 11-011 GENERAL NOTES 1. EXISTING LANDSCAPE TO REMAIN, U.O.N. 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. INSTALL SIGNAGE WHEN WORK IN AREA IS COMPLETE. 5. EXISTING FABRIC AWNINGS TO BE REMOVED, U.O.N. 6. EXISTING STOREFRONT TO REMAIN, U.O.N. a� r� V ) 1 0- 06 U) c O Cz Lu c 0 E w w w 2 t U) z o w m Q m � -1--' d >� y N Y E0 a O "' •� TD N N z ^, (J) C) m CZ '- vp o W Q 7-- Z w � X z 0 �- O UJ = z w a�, 0 c •• t� j Z Lu N dam' 1__151 Y CC Ch.C) gl,� 4-� a� r� V ) 1 0- 06 U) c O Cz Lu c 0 E w w w 2 t U) z o w m Q m � -1--' d >� y N Y E0 a O "' •� TD N N z ^, (J) C) m CZ '- vp o W Q 7-- Z w � X z 0 �- O UJ = z w a�, 0 c •• p 00 j Z a� r� V ) 1 0- 06 U) c O Cz Lu c 0 E w w w 2 t U) z o w m Q m � U d >� y N c) O 0 �_ O ❑ O "' •� TD N N z ^, (J) wr ) C� �+ 0 a cL J Co Cf) a� r� V ) 1 0- 06 U) c O Cz Lu c 0 E w w w 2 A1 04 t U) z o w m Q m � d w J 7 LL o A1 04 Lo Q � o ❑ � N N N O W 0 = o Lu z O Y CC N U U a 19 (1) Lu a a c o o ;-, ai y w a d z A1 04 LO o o Z � N O W N Lu z O Y CC N U a 19 Q Lu o a v A1 04 AREA TO BE REMOVED Demo Le 22'- '• 2 ►--" 9 ' 0" EXISTING FABRIC AWNINGS TO BE r _.: a' \ REMOVED, TY P. r,......_. ya , .°)v»: .....�.� ».»..., m._.,•___�,_.4_....,., ,.«�....»: ..,...;,». ._a_. Nw_... ,..��.�. .� , , , , v „ rs g r.. ! rl t a . { "@ .�, i t a t f 1 I l�€/��} , I as � s ��a 7 > c E_ CJ f�co)c 'r IT, I 3 I 8 ' 7 d i JjE S f - - 3 f E � : 1 Existing West BLDG Front Elevation SCALE: 1/8" = 1'-0'f 22'- 2° T IZ EXISTING FABRIC AWNINGS TO BE 19, oll REMOVED TYP. . a , ' , , . (1,..)tiG� , .............. .. . .... ... .. , , , 3 Existing West BLDG Left Elevation SCALE: 1/8" = 1'-0" 19' 0" t NO DEMOLITION TO THIS ELEVATION ......... ... ,,.................._..._.. .._ ...... i - _ - ._.. ...... i .«...,....;...... y. --' .«..:,. .w«......•wu r.....,,.,.w.,.,^..,..,'t'.,^",,.^..,,^^'^«^'_^«"'.""^'• '^.a.^"^. t.,.^�.^,..*'^,..^�^ 's _�^..A,.:w...ry.^,^' vim.,.,., ° .w.c.............�..... ..� �'^`......... ....,::...._.�. f 171 .......o,.+„rr11•«.r..r«„+.^e+,..(...++:........::.r ..w.,+ ..,,....�,...o w. N C `— C - _ ...... >� (Y) T, O w -0 70 C n (D O " L.L 70 EU) 0 U) �. n1 � O W 2 Existinq West BLDG Rear Elevation SCALE: 1/8" = 1'-0° 22' - 2' — =r� NO DEMOLITION TO THIS ELEVATION .. 8'-7 4 Existing West BLDG Right Elevation SCALE: 1/8" = 1'-0° 19' - 0" GENERAL NOTES 1. EXISTING LANDSCAPE TO REMAIN, U.O.N. 2. EXISTING SIDEWALK TO REMAIN, U.O.N. 3. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 4. OWNER SHALL REMOVE AND STORE TENANT SIGNAGE AS REQUIRED FOR NEW WORK. INSTALL SIGNAGE WHEN WORK IN AREA IS COMPLETE. 5. EXISTING FABRIC AWNINGS TO BE REMOVED, U.O.N. 6. EXISTING STOREFRONT TO REMAIN, U.O.N. m A1 05 O as cu `� �= N C A1 05 O rn N O `— C >� (Y) �4 O w -0 70 C n (D O " L.L 70 EU) 0 U) �. n1 � O W /Wy � � / , (.Q v O ft a � � o Co Q O O L '�� z 0 (D O } W pzJ c r A1 05 O rn N O `— C >� (Y) �4 O w -0 70 C n (D w " L.L 70 EU) L z i U) �. n1 � O W /Wy � � / , (.Q v O ft a J A1 05 rn N `— W J �4 LL W 0 cD A1 05 � N `— a, � O 0 cD N N N O O O U ri j O WCC N p 2 O L U CL 4 � 2 C C O O+7 N CL C U) ~ Q W O Z A1 05 Z cD N O O U N WCC N p 2 CO CL 4 OC 2 A1 05 7 1 1 7 rl T�77, 71 '1 P i Eli CI "h3u E '. iii i'' 4i °� ��. y li, •, .. �. 17-Ul WEST RETAIL < . . ...... j .... .. .... Hill — EXISTING ROSS, NOT IN SCOPE OF WORK ,are-`, 1'k�k AKAR A201-6 A114-5 a ................... ........ .. ..... ............ .. .......... .......... ................................ ......... ...... Site Plan SCALE: 1" = 40'-0"0 cl) 7 C) £1J CEJ CE: LU 41, LU LL U-) C; Z LU 0 Ez CD cq • M (D C) uj x E 7 1 1 7 rl T�77, 71 '1 P i Eli CI "h3u E '. iii i'' 4i °� ��. y li, •, .. �. 17-Ul WEST RETAIL < . . ...... j .... .. .... Hill — EXISTING ROSS, NOT IN SCOPE OF WORK ,are-`, 1'k�k AKAR A201-6 A114-5 a ................... ........ .. ..... ............ .. .......... .......... ................................ ......... ...... Site Plan SCALE: 1" = 40'-0"0 U) CIO U (1) 70 Q) U) 0 0 — 0 a_ cl) 7 C) £1J CEJ CE: LU 41, LU LL U-) C; Z LU 0 Ez CD cq 1:2 M (D C) uj x E Q (D ;4 0 > cz O kn 8 > a "A 19 s U) CIO U (1) 70 Q) U) 0 0 — 0 a_ cl) 7 C) £1J CEJ CE: LU 41, LU LL U-) C; Z LU 0 Ez CD cq 1:2 M (D C) uj x E Q (D cz > cz O > U) CIO U (1) 70 Q) U) 0 0 — 0 a_ A110 cl) 7 C) £1J CEJ CE: LU 41, LU LL U-) A110 C; Z LU 0 Ez CD cq 1:2 M LI: C) uj x Q O 0 (D 0 cyy LU Z A110 C; Z LU 0 Ez CD cq 1:2 OD Lf) Cm) LI: uj x A110 Key Plan 0 AREA ADDRESSED IN THIS SHEET Key Plan Legend SEE SHEET A201 FOR FINISHES - L 4 o A301 L 1 2 3 A301 A301 A301 Proposed North BLDG Roof Plan e -0 - SCALE: 1/8" = V-0" 1 2 \ 3 A301 A301 A301 T.O. Frame Alk 19 0 --- CONTINUOUS CORNICE PROFILE • - - - -- , , E. PRE-ENGINEERED L PER MANUFACTURER'S . �� SYSTEM,NSTALA ALUMINUM CANOPY 0" • 2-' - 0" • I INSTRUCTION 10' - 6" .......... ............ WALL MOUNTED EXTERIOR LIGHT, 10' 6 : 15'- 3":- 15' 4'' ,12' - 9' � :-:r PROVIDE BLOCKING AS REQUIRED, SEE , -. _ -. - . , _ ... _ .. •- ELECTRICAL , ............. ............. , „ .• 1"::;..-.: _-._ Floor Slab 0._p, ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS 2 Proposed North BLDG Left Elevation SCALE: 1/8" = V-0" , a �....... r- r re z: to �•'�, r� y>a s•», w"� „ >-�' �� , ,�* vim. �s°•w r•.MnW�:.:,.,z n` >�t ,�-.....:<...:,.�... .,: gw>hE.,..,y,, � __. .... %...X,�. ,if, .\1 1 X17., ,�7,. •\. .7 - ',./„ :/ .\l, I 7, •7�•. j°�. '7\� "l�� C� It` .. 1, •I, r. .\. .��. ..�. r ;�. .�• :�?: I• : , �- ., }}jf,. .tf. .`. '. .\1,. -,l :. . I, ,\I., .. . .. ., . \!. .t/. .S„ .lf. !, .`.f. .\., .'.•1, .,. I. .,lf.. ., .. .\f. , 7. .,V,. ,\,. .\.. �' \/, .:./ . !, 1. .)f.. }„ .............. ........., _...,. ._:ai. .. •i._._.... Z&.._.,.,..._.x__... �i ...._: _...... _...'.. _ z;._ t .. .....:�. . -.._,. �.... _aim ....,.._..., M� ,._.. };;..._.....�,.. _., .._......._,.. �A, _a :........... ..... .._s� ,....:1%'� `«'��':. ...._L.,, r EXISTING LANDSCAPING TO REMAIN, TYP. EXISTING LANDSCAPING TO REMAIN, TYP. +/ 14' 10' PRE-ENGINEERED ALUMINUM CANOPY// _ EXISTING CONCRETE SIDEWALK TO SYSTEM ABOVE REMAIN 1 2 3 ----ALIGN ENDS W/ EXISTING STORE A301 A301 A301 FRONT SYSTEM (TYP) Proposed North BLDG Floor Plan SCALE: 1/8" = 1'-0" 4 A301 1 A302 2 A302 3 A302 43) Proposed North BLDG Roof Plan (1 of 4)v 4 >' SCALE: 1/8" = 1'-0" CONTINUOUS CORNICE PROFILE SAW CUT THROUGH EXISTING FINISH TO INSTALL F.R.T. PLYWOOD BEHIND SIGNAGE RELOCATIONS. PATCH AND REPAIR FINISH TO MATCH EXISTING PRE-ENGINEERED ALUMINUM CANOPY SYSTEM, INSTALL PER MANUFACTURER'S! INSTRUCTIONS [_:... 10' 0" WALL MOUNTED EXTERIOR LIGHT PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS « STUD WALLS 4 A302 I 0' ¢I z� 0 0� z 0 I 0 zs 0 ' 11 5 Proposed North BLDG Front Elevation 1 of 4) SCALE: 1/8" = 1'-0" ...... ........ . _._. _... __..... ............. ....._. ALIGN ENDS W EXISTING , f` r� SE(TYP).. . STOREFRONT SY T M,�• f r / 14' 10 , +/ 14' - 4• 'r 5' - 2 ,4 1 �� 2 3 4 A301- A302 A302 A302- A302" I PRE ENGINEEREDALUMI UMCANOPY . SYSTEM ABOVE' l ALIGN ENDS W/ EXISTING i STORE FRONT SYSTEM (TYP)' r m� , - - Y I• EXISTING CONCRETE SIDEWALK TO EXISTING LANDSCAPING TO REMAIN, TYP. ,,, :X, „. -• • �• REMAIN I o EC 6 Proposed North BLDG Floor Plan (1 of 4) SCALE: 1/8” = 1'-0" �7 O z v CCS VJ O Cid ui O Q O F- L - n W r `r' 43) 00 <=) N C� ® O (Lf z � � o Q3 0— z v) LLJ > (5 4 J T 0 O �- z Lu i z Lu J U T Qi y Ci �7 O z v CCS VJ O Cid ui O Q O F- L - n W r `r' 43) L N ® O (Lf z � � o O 0 0— z v) rz c� (5 cy) J T 0 O �- z Lu i z �7 O z v CCS VJ O Cid ui O Q O F- L - n W r `r' 43) Uc� (> r` N ® O (Lf z � � o O 0 0 z v) rz 0) (5 cy) J T T CD CD O �- z Lu i z Lu J U T Qi �7 O z v CCS VJ O Cid ui O Q O F- L - n W r `r' 43) Uc� (> r` N ® O (Lf z � � o ❑ 0 z v) rz W 0 W C o r3 cn EL �7 O z v CCS VJ O Cid ui O Q O F- L - n W r `r' 43) m o z cNfl ❑ CV N O � r- Lu y Ci a� t U (1) C r_ O O ++ W N N Cn � O H W O Z z cNfl 00 Lu y Ci Key Plan 2 AREA ADDRESSED IN THIS SHEET Key Plan Legend SEE SHEET A201 FOR FINISHES omIi Proposed North BLDG Roof Plan 2 of 4), SCALE: 1/8" = 1'-0" Q r� n—TffI +/- 36'- 8" I 1 2 34 1 2 A303 A303 A303 A303 A301 A301 =I H 2<1 WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL 2 Proposed North BLDG Front Elevation (2 of 4) SCALE: 1/8" = 1'-0" ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS Proposed North BLDG Floor Plan (2 of 4) SCALE: 1/8" = 1'-0" `v T.O. Floor Slab 0' - 0" co c - s CCS C!y s~ 0 CCS W CL o w w U) 0 S�l G1 w Q0 Um a> r` �. 5 E 0 0 �E�-20 Cid u - 7F Z O 0�1 U) C - OCD r Q } Z ai co 0 W � Or Go L CD 'D O LcJ N Y L O Q' U U O Z a o o C O ILL). Oa7 Li N Q F- O w e Ca ~ G V � o co c - s CCS C!y s~ 0 CCS W CL o w w U) 0 � G1 w Um a> r` Q� C� c9 O E 0 0 �E�-20 Cid u - 7F Z O 0�1 U) C - OCD r Q } Z ai co 0 W � Or Go L co c - s CCS C!y s~ 0 CCS W CL o w w U) 0 � G1 w Um a> r` Q� C� c9 O A �E�-20 N Z Q) w U) C c co c - s CCS C!y s~ 0 CCS W CL o w w U) � G1 N � O A N (V W O 7 L CD 'D O LcJ N Y L O $ U U O a o o C O Oa7 N Q F- O w v Ca ~ G w a. O Z N O W L Lu O LcJ Y O $ U O a o o U J_ Q F -- w EC f— O SEE SHEET A201 FOR FINISHES r WI zg zl Q, ProDosed North BLDG Roof Plan (3 of 4) SCALE: 1/8" = 1'4" ?�I CONTINUOUS CORNICE PROFILE Lu I Lu w HEPLACE DENSGLASS SHEATHING WITH REPLACE DENSGLASS SHEATHING WITH J g F.R.T. PLYWOOD ON ALL NEW MTL F.R.T. PLYWOOD ON ALL NEW MTL = CONTINUOUS CORNICE PROFILE T FRAMED WALLS FOR EXISTING TENANT CONTINUOUS CORNICE PROFILE FRAMED WALLS FOR EXISTING TENANT 1 g SIGNAGE, TYP REPLACE DENSGLASS SHEATHING WITH 3 4 SIGNAGE, TYP A307 I A306 A306 22' - p" a I _ F.R.T. PLYWOOD ON ALL NEW MTL g 0"� 3 1 2 3\ 4 1 2 FRAMED WALLS FOR EXISTING TENANT 2 _U? U 24' " 24' _0"� g -{i + 21'' A304 A305 A305 A305 A305 A306 / A306 --(`„�'}- 22 0 SIGNAGE, TYP EAstirig Low Para et. p...^. x.. _ _ ._.___.__.. __. _. _ E EQ g�sr 3 0 13 0 13 2 13' 0 3' U"' — Q f � �- L_ b" 4' 0 10' 5" 4' OI 3 . pll 4' 0' 9 0' 4 0 3' 0' 4' pl _ — — — �, — W fil°OII\ - T. - L_ -1 .' 'I- I I ' " " " - ' . - 1-1, I . '. L_ 16' - 4'`' 'metro-PrC8 ,� 2 -0 _ 1 . , i- �r n- n,, , r Y�P DR —_T_ - -- _ _ - - , 2'-pll _ - N ' — -- 0.-8.0 8 0 2 0 2 0 5 0 10' 1' UII• 10' 11 r5l OL, 2, O:I _ r - w _ - E - - _ --�- _ v , , , t. r , , I - _-.„. _ i.......... II ......'r... - G ��} P 1'F 3 0 1 i.... : I _ ...._. , ........ . IMF�. Nr., _. „. ...�::-....... J PRE-ENGINEERED ALUMINUM CANOPY j 4” X 8" CONTINUOUS E.I.F.S. TRIM PROFILE 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFILE SYSTEM, INSTALL PER MANUFACTURER'S INSTRUCTIONS 2 Proposed North BLDG Front Elevation 3 of 4) SCALE: 1/8" = 1'-0" ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (TYP) 1m ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, ELECTRICAL ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (TYP) 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFI ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS PRE-ENGINEERED STRUCTURAL FRAMING SYSTEM -- - it - l f -`7`7 S7u w �%_ _..„_ :z_ i ,....,,:x: . � ✓ \�' I I I ^, r a .� -iy� �,.,_,_ : .a � t:"�.-.�:mmmm�-__""_._"" .3 — •_� _..a....'.,�-�-...,..._� -».�. , - , >M� , 1 I , 'A4 1 Q 0 , , , , , •.nom. `,.. , ,. �. a .., `;. n ,. , � v • _ n • , r ,. , .. .. , , „P II , t/ 2Q Q _ A401 14 3' 0” +/ 39' 2":- L --- - 3 4, 61' 4" • -ENGINEERED LUMNUMCA OPY, - . A401�1 �2 3' '4 - '1 �2 PRE ALUMINUM N , A306 •A306 'A3Ub A305 A305 , A305 A306 'A306 YSTEMABOVE ,. i - : , -A401 3 �'A401 1 , rr L� r . : 1 • A401 -7: I • , — — — — TYP , , , % •�< •r•— .. .:,..ra... -....-«.�.-.««»«.,......M.«.«..---. ,— .... .,.. -...3 :� >.m, .......... p , ,,m,....,..,, a�..�,,..�, ...:..r:.. -L....-.�...:..»,.a..^••r.-r^-•r.-'--..,•r-,. , - , - 3 PRE-ENGINEERED STRUCTURAL FRAMING z ' :� PRE-ENGINEERED ALUMINUM CANOPY 1 =, g A304 m . SYSTEM ABOVE SYSTEM A307 C) EXISTING CONCRETE RAMP TO REMAIN s �I Proposed North BLDG Floor Plan 3 of 4 SCALE: 1/8" = 1'-0" T.O. Floor Slab 0' - OII v.i , Ryu L0 a L -4 c) 44: " ati cx, Al W � � 4d O o r r F2Z-• LL Q co cncc cr. Q 0 v.i , Ryu L0 a L 1 nWnl.- u N W � � W � � 4d O o r _j F2Z-• LL C) L0 u N W � � o � 0�� o o 0 - i LL, O F2Z-• LL Q co cncc Qi Q 0 O C � W � Q o oo Z ca 0 Z v cz t__ 0 0 0- 0 Lu «, co Z a Q) cc z .fi i ®♦ uj LL F--• L0 u N W � � o � 0�� o L - i LL, O F2Z-• ^E W � O Q c co c) co cncc ca 0 Z v cz t__ 0 0 0- 0 Lu «, co Z a Q) cc z .fi i ®♦ uj LL F--• L0 N fd O Q N N 0 O F- � � o Lij d ao �P t o �d U iU U ac a a a � x 0 O c: O O p ,N 2- 1— L w � N 4 cr w w 0 z L2 N b O F- Ut q Lij ao �P _ o �d U iU 0 ac a a a 0 x 0 Key Plan 41)v AREA ADDRESSED IN THIS SHEET Key Plan Legend SEE SHEET A201 FOR FINISHES F- 2 A307 Proposed North BLDG Roof Plan 4 of 4) SCALE: 1/8" = 1'-0" CONTINUOUS CORNICE PROFILE REPLACE DENSGLASS SHEATHING WITH 2 3 1 2 F.R.T. PLYWOOD ON ALL NEW MTL 3 4 24' 0 A307 A307 A308 A308 FRAMED WALLS FOR EXISTING TENANT A308 A308 U-1 SIGNAGE, TY Rd CONTINUOUS CORNICE PROFILE -� 0 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFILE-- WMN RG d • ` _ Parapet. Allk 4' 0" 9' 0" 4' 0" - 2' 2 4' 5 r 9 11'" 4' 10" .. 5' 0 8' 6". 5' 10' 19' - 4" r — — — — LINSUR kNCES - NAILS , r ' 2' 0", :1 2 0' 2' - p' 2' 0 2'2 , r y, -,- i - - - -0 � -0" 2'-0' '� EQ - `n - EQ 2'-0 - T.O. Existinq Stor10F ro0nt Alk _ _ - 1. ` 11 10' U" 4 _ - _.,,__.._ -::_ �'---.. �'•'. -• -mm WALL MOUNTED EXTERIOR LIGHT, _ .. i (� PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL 7 k I i.... ..........Ir r E _m : , i// i I( -. j I _ T.O. FloorSlab HL= ELDORADO STONE VENEER SYSTEM PER PRE-ENGINEERED ALUMINUM CANOPY L PRE-ENGINEERED STRUCTURALFRAMINGMANUF. INSTALLATION INSTRUCTIONS, SYSTEM, INSTALL PER MANUFACTURER'S SYSTEM _ PROVIDE 2 MOISTURE BARRIERS @ STUD 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFILE WALLS INSTRUCTIONS 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFILE 2 Proposed North BLDG Front Elevation 4 ofd.), SCALE: 1/8" = 1'-0" ALIGN ENDS W/ EXISTING ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (TYP) STORE FRONT SYSTEM (TYP) -r n), .. .. .. v. .:. .., ..-..�_zF ... III ...•' . _.,. ...._..r......... r .r s 1 -,!.• m.'-1- Y � , a 3 , ' f ._ Lu : CO ;, :..,... n�4 A401 -{8A401 15'- 2 4' 5'10 �. r4' 10' PRE-ENGINEERED LUMINU CAN6PY61'-4 SYSTEM ABOV A401-3 3 1 3 A308 A308A307 •A308 A 8 TYP ......, - .......... 0 PRE-ENGINEERED ALUMINUM CANOPY SYSTEMABOVE x Q 2 EXISTING CONCRETE SIDEWALK TO EXISTING CONCRETE SIDEWALK TO / REMAIN REMAIN EXISTING LANDSCAPING TO REMAIN, TYP.____,. ;, ,j": 'T J/• :7 4' Imo' X` Ili i\• A !, , U 3 Proposed North BLDG Floor Plan (4 of 4) SCALE: 1/8" = 1'-0" \v NEW BRACING, SEE STRUCTURAL ---- ------ 1 2 A309 A309 4 Proposed North BLDG Roof a: ' 1 CONTINUOUS CORNICE WALL MOUNTED EXTERI PROVIDE BLOCKING AS EI ECTRICAL 12 A309 A309 PROVIDE 2 MOISTURE BARRIERS @ STUD 1.1 d , n 5 Proposed North BLDG Right Elevation SCALE: 1/8" = 1'-0" 6 Proposed North BLDG Floor Plan N SCALE: 1/8" = 1'-0" REMAIN EXISTING LANDSCAPING TO REMAIN, TYP. �7 73 L 0 0 CCS a_ 06 U) 0 LJ (1) Cn Q its F a_ i' - F -- W L2 k, (D N p c9 00(0 0 o 0 � � o W O aC Q fA O �A CD cz co ''(^z U) co o 2 < > z t.,, , f yycric) Z � a> :. w U o 0 o �7 73 L 0 0 CCS a_ 06 U) 0 LJ (1) Cn Q its F a_ i' - F -- W L2 (D N p c9 00(0 0 o 0 � � o W O aC fA O CD cz co ''(^z U) co o Cz < > z W� L Z � a> 0 w U o 0 o �7 73 L 0 0 CCS a_ 06 U) 0 LJ (1) Cn Q its F a_ i' - F -- W L2 (D N p c9 00(0 0 O � � o W O aC fA O CD wcf) Q co ''(^z U) co 4_ N �7 73 L 0 0 CCS a_ 06 U) 0 LJ (1) Cn Q its F a_ i' - F -- W L2 ro o O N Z . N 0 U � o Lu Z a� y o ci U I ¢ o c4c W x U n_ a o o v o:a cna Lu W a O Z L2 o O Z . N U Lu Z y o ci U I ¢ o c4c W x o n_ a o o v WEST RETAIL I' ;k... 1 I,, I if r I, ; 1i l..• i �t ; ,, �` i 1111_/ % ' i. , ! ,I f t \� t t .. . Ke Plan,Z AREA ADDRESSED IN THIS SHEET Key Plan Le_ end SEE SHEET A202 FOR FINISHES NEW BRACING. SEE STRUCTUHAL ______��-GULL__ --------�� --- 28' - 4" 1 2 3 1 A310 A310 A310 A311 I- Q cI I - z OI O zI 1- 0I z ~I W_ GIJ <I i' Proposed South BLDG Roof Plan (1 pf 5� . SCALE: 1/8" = 1'-0" -�I, F_ u ¢I cc ~_ z 0 0Iz F- I 1 2 3 1 A310 A310 A310 A311 N I \\ I \ I \ I \ 1 `\ I \\ I \ I ® I \ I \ wl ® JI \ = \ I- I \\ �I \ I . `\ `\ \ A \ ``;, i`�\ 2�\ % \ Pro osed South BLDG Roof Plan (2 of 5i SCALE: 1/8" = 1'-0" ' V REPLACE DENSGLASS SHEATHING WITH F.R.T. PLYWOOD ON ALL NEW MTL PRE-ENGINEERED ALUMINUM CANOPY - CONTINUOUS CORNICE PROFILE FRAMED WALLS FOR EXISTING TENANT SYSTEM, INSTALL PER MANUFACTURER'S SIGNAGE, TYP INSTRUCTIONS o I , J1 3 1 2 3 - A311 A312 A312 A312 EXISTING REVEALS "TO REMAIN EXISTING REVEALS TO REMAIN _ ___ = I 20' U"� 1 _ _ _ ------ _- --------- � I ��--J- � 1 2 29' - 0" rl- - -t- - - - _ - - _ _ _ - _ = L - A311 26' 0" s---•rte--c--- --� •,_y-__�_, - r - - - _ - _ _ _ . _ _ 26' 0" - ._ '�, • � ., - rte, � , , , �_ «.,«..«. ««,..:,,:.=r -11::11«.,,«, ,..«:.:.:..«,,....:.. ..«..:.,,.,.,.r...,«. .F....,M.x:.,,» M,�..«,..«x:.., - _ _. _ L. . , - _ M ., _ - _ _ �,, - _ ., - -. - ' , - , .. ' _ _ _- ..,,.. -�'.^- -�;� w . ,111:1. 1111...: ,.. -- . zI , , \' J - 1 ' 9 4'' 0 5' 0 10' 0'' 10 0 , 5' 0' 5' U' 12' 0" , , ' ., _ z U II . `�� o • , X Y r , I _ I \// ��!I��j� ��jLrn�✓f�III1I��j''14��-y"�I'II��JJ _ '\- _ _ " , _ . , - - V Y �l V LTJ- Y V , � - - _ _ , . , - _ �' - , , d Existi I Lo r' et . r wPaa r I I -� f/f// U r • w, ..r_.a><:<A as .a, s :a .mM ., .. 20' 0' - , _ _,- , , • - - . . , -11C - .. - - , ,,eeww,, I' I an , - . r - .. ,1111 _ I i� , . f? s .1 - ,I I- I- t - - - ' - - - I ' , . •- , - - 4 1. 2' . 0" E E 2' 0 - a Q' I , 2' - 0" 4 11 . .,4 1 1' 2' - U - • _ - - - - 21 OI' 2' 0" -r - -� -�-- - , T x_ - - •. .,.,,.,._.,, _.... -..,:,..___._m.__...:..,,..____.:._.. 1111 _ _... . - E , , :: '.. -; 1111, •., ., , , .. . " .. - . . - ., , •A ........" .. _1111...-- _�. .,, _._ _.._ �_ 1111 ,. , . ., , , . .. • - "- ,_.: , . . , . :. , -o-n- _ _ 1111.-. 1111._ .. . .- ., r^. _ �- - .. - - .. .. 11_11."-......._..-1111.." _. ___. _ -. .. .' •. ..,., ,11'1,,1,,•: `, <. ,•.' � ':.' - - f....... _ _,:., _. ,. ._ Il. ^- ., °--r T.O. Existin StoreFront 1 �. _.. - - - .. _ _. _ _9 ........ 1_11_1,^__...._..,._.__. .. ., . .:. r_ • r 1111.:.. _.__: li .,...A.................1111.^1111..._«:..._F �.. ,1111... ......... .__._<- .. =T}" 1111. �..1 ._ - .. � Or10'reOt n :1111 f _ ,,1111 , C XlSllflC r i 1 :3 _�... _1111., _ �- ..... 1U 0 111_,-1,^--_, 611 I I l 1I ....._[ .. __ _ - ............... 77 .. E__._ ...7__.: j r L , I _. _ __._ .. _L. _t.._ _ II } [� , �. .. : 1,1.11.. �..7.. 1111 ...._. ....11 _ �: a.:. 111_1^.^...,........... _.. 4..... .. _..__z. _ ..................^............ 1111... 1111._ .. -' __._ _1111._._ .. ........ 1111._.. _ ........ ........ I ......... .- _ .. 1111 1111.._ . ........ .. 1111. ... 1111 .............. .-.. .. '1111...- - ... 1111. .- ...._ : 1111.. , 1111... ......... . . ........ ! 11^,11. ..^...........^...^_........ - 'i .. 1111.^1111 1._ ,: , 1111 . ......... ..... .................._ . ............. L...__.. _...._.... _. ... :1,111.. . L C }. 3' o° z ' r«awr,:a,x«..- .. ...,.... " .. ... ,- , 11,11 '..,' , •�. :. is ,; fi i 1111... ^._.<....... .. + ._._..._.. .. ,. 111'1• .. 1 ......._.1_.... 1111.. .. ... ii.:' : '.::::':..:::::::. I[L I ._.t.' 7" I F ... .I I,: 1 :i is :1 1' is i -1111.._, .,. ,,., ....I.,..,..,, 1111.. ....I.,, 1_111.. .. "........... .. .. 1 :.:1..... .. ....1.....'..I. ~_ , 1 1 1 I� j••--- WALL MOUNTED EXTERIOR LIGHT 11.11- I -- 1 . - - 3, •0 , L... ..... ` . 'I . I 0 , f ...._.................. _.__-- :: _............ ........:.._... 11_11: :1111., x - I F rr `�._ .: - j _ ;1111__ „ . 1 i:. PROVIDE BLOCKING AS RE IRED E = .,. _.._ o _i...,. El I II QU S 1 :I , , f 1111. ,..,. 1111.. - ' 3 - 0 --[::_ _ _1_..... __ F.: i j i ..I:: C- _1111.,^.. r J j E { r�' 3' 0° ao a [: I :: _ �....... ................ L.... 1.... i I ELECTRICAL _...:_ ..... _ , zo r- - -_ -_ - _ _i ...^... , , f ............ ^ .............. _. 1111" . 1111 I .- _ ."_ 1_1.11 _.. _. , _.__ . _ ��1�.::W , r j � I f „111.1_. _ ..._..... - _. _ ._�._. _ _ 1111._ __ .. _., .. - 4111-._. ._ 3 '� .._. 1111.. ' 111„1.-1111»_. - •{- .. , _ _1111. _ ........ -... , _ rr I _ __. __ , ._^.__,..-....«,....., ' r t I( I1r... C. ..)..... ...1.... ^........ ........... .i._........ - 111_1 1111. j( 77 I I: x...._-.. _-_.......,..f 4-. I. ... ._.. I._..... 1... .. ,.. ,. '.f...... 1111.. :(... 1111..: :11.11 7. ... jj ...xl r ".._.d._ . _ i _ _� 1111._ '. 1111.. __ < ... ..«1111. :. :. : I. I. L. - .-.. I ., .. � :. W - .. 1111: fl , , 1 _... _ ..._ ...--- _...�....__�_ 111.1 _11__1.__1._ 1111. L.._. � I z.. ; .. :._ _r _ \ ( i [ _ ....... ",_ ,-..."....:......_ _._ ...:_ .::111:1 \ I j I I_ _ -:� ti 1 1 i� t I. t _ I ., [ :. E _ I ., _. ` ; L.-.__� r !: r_.. _....11._._::: _ ..�:: ! TO. Floor Slab _,w. I F x I : , F I 3....... T.O. Floor Slab . { I _ l 0 0. I : 1_111 __ �._,. _� .. 0' 0" ELDORADO STONE VENEER SYSTEM PER - PRE-ENGINEERED ALUMINUM CANOPY MANUF.INSTALLATIONINSTRUCTIONS, PRE-ENGINEERED STRUCTURAL FRAMING 0 s SYSTEM, INSTALL PER MANUFACTURER'S -- ELDORADO STONE VENEER SYSTEM PER WALL MOUNTED EXTERIOR LIGHT, MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @STUD SYSTEM INSTRUCTIONS - 4" X 8" CONTINUOUS E.I.F.S. TRIM PROFILE PROVIDE 2 MOISTURE BARRIERS Q STUD PROVIDE BLOCKING AS REQUIRED, SEE WALLS WALLS ELECTRICAL K Proposed South BLDG Front Elevation (1 of 5) Proposed South BLDG Front Elevation 2 of 5 SCALE: 1/8'. = 1'-0" SCALE: 1/8" = 1'-0" Is I, : 1 j EXISTING WALLTO REMAIN, SAWCUT I STUCCO AS REQUIRED TO INSTALL NEW EXISTING STOREFRONT TO REMAIN, TYP. j REGLET PROFILES. SEE PROPOSED ��\_\ I ;; _ ELEVATIONS ' i __.. ___ ,_ __ ______ - r ......._...„.,._........_ ,1111. __1___111_.,, .__,._. �... 1 _. 111.1__ ....._...... 1111._ .___..._..... t _ . _ _......_._._.............._.__ ' I -, .._ } _1111 .::.::'a, ,, I , ... ,1111_ . � � «� �» ..««« .,,� �, ,r. ...,, »nN�,: �,«. �, w«,,,��. - ,«.. �..a,.,�.,a,� .. ,.. _ ___. _ .._ .< , � «,: ,�.,: ix.. , :. _ «,amu ..«,. ,,,> �- _ ,.� ( ro .___ _. .., k.,:.p: v , , �, «, ... .; -::,«.F x«.n.,.:< :.,,.,�x..,:<«s<,�, ..; ;�,.; ,. �:,x.,w«.�,« ��.,,. .,«a ,:�,.,�,.«.:..:«a :, ,r.:�.. r,^.., ..,. v vz',�«tr -ew« varve., xw t, ,.,.. , v . , , 1111_ , , - , , , : ^ CI' ` , .. .. . , //)) , , , , _ , _ .. /i I , .. .. ,.. .. , , 1,11,1. .ti , e �..._. , id.. ' • +/ I 4 i , I - y , „ , , „ , T ,d /' . _ , I , - _ ._ ' ... ,. _ ,. . 1111.. , Ir _ , A401 16 , r , _ r . r ' , , �,.. I. , 1 j R E NEERED AL MI P E N I U NUM CAN Y , ' G OP r _ .-_ . .__ ___ __ __. _,_ __ _..__ »11,11- __ __.._. __.• , . .. .. g _ , , _ . ; SYSTEMA OVE 1. s ' • A401 3' , . .. > .. .. - , .. , _ . ., ''A310 A310 , 30 A311 1111 _ ._ _ .. .,.: •,- ,_ ,. . _ .. ..I.. . .. _,.. TYP . , , , , , A401 16, . , , , , . \ , , , , ' ,._.._�.,, 1111 1111..» _..-.....____„y,_'_L.,_.,.-,-`_--.-___.__._.._._.__r_.,.-.._^...-...a'�__...�._._.,.-....."W^-• _, , . _._ .,., - • .. , , . . , ... ._ ... ..__,,,.-.^1_111 , , , , , . ,. .. ., .. , ,... -, • , \' r , , . r . , I I . : . , , _ „ x , , _ , ` , , , _ I 1 . ' . .„ , ,. I _ .. - - .. _ , , EXI TI E E ' . S NG CONCR T SIDEWALK TO 1 .. , , " • 'REMAIN , .. _ .,. _ - 1. - , :. I 1, , _ _ , _ ,... ,. ,.. , ... , . . , - � - _ 1111. , ,.. . . . . - , ',I , , , ' , : .. .. .. .. .. .. .., .. .. , .. .. .. .. .. - .. , , , - - „ , , I. • r . < _ r , 1 , " , „' , .__._._ _.._._ _._^1.1__11_ __..___-.___ _ . _ ,__,__,_,__-,__, . ,._x_-____.__ _ _ ..11..11.. _ .. .. , . _ . ._ 111,1 _.» � , - , .. - , , r x , _ , , I, . ,• ,, .. . , , .. , I , . , , , « I , - I' I .... ... _ _,..,. _,_ .__. ___..«�.... ;.�..........�...,_., _ .�.,.,� _._ _--- _ ,. _.^ ........... ..^1111.__ » ,. _ ._,_ . _ ... ,1111 .. _1.111. _ __._._.:-11___11._ 1111.., .. ^ _.. ,r � ,,...,�....,„�..�.. _1111 _... ,.. _ _ - I ..I Ik , ,:,, .,'' , , .. , I 11, ., ' ,' ' .. , . . ,. ' . U ii EXISTING CONCRETE RAMP TO REMAIN . ; ., a' I;. F .. o i ��'' ; . , , , , .�I :.. ., I I' - ; <,I zl , . . , Q =f -�'� Q I' ___1111,-.. ' : • , Proposed South BLDG Floor Plan (1 of 5) _, 2 SCALE: 1/8" = 11-011 EXISTING STOREFRONT TO REMAIN, TYP. - I; - I [I +. ,�^'•---i •3-•••,:.•:•.:•=�: ^�•_ rv^_.x~:':..,.....I'll .., x .....,,E _ _ _ _ .x_ ......_.._ :...�__.__..._._._...._ ..._.........^....-_ __.: W......m.,,.....-......... P 2... _.__d. ... ♦ / \. - 1111 !?a . -._.,...__.1, . - .___ - ' _. d. I .. * ..I _ . x 3, 7F . 1111 _.,,_. , ; ,'_.7._..W._�3 ti,. _ _ _1111._ _ . .� �.. - _ _ _^ w «- , .. . , , �•_ L _ , ., .. .. . " r .., „ 1 ,. , , .. .. , .. , _ , I ,. .._.,,........",..,..I .." 11 ,. ,..... .w.., , I, .. .. . •! .. .. .. , .. , , , • �I , „ , ,. . ... , .. , .. , ,_ , , , , .. , ,. A401-,3 . , , 0 . 1 _, 2 . •, " ' m .. .. . .., \ _ .. - ,. - A401 7 "'A313 \° A311 -- -- ---- - , , .. .. 1 -1111 ._......,_... 1111 ^�...-- , ,m-�-•_•,� ...:•TYP-• ' 1 , ,. , .. • , I r, • , • ,. ., • , • . F ' ' . . r ,. \ ' • I ,, "' ` 3, 1 „ , \, P D U U C O , RE ENGINEERE AL MIN M AN PY 2 3 , .. A311 A312 I \ SYSTEM ABOVE- • A312 d • ', A312 " . " 'I • .., ' • \, .. E D ` . . , .. , .. , \ . , " .. , , .. ,. SYSTEM E B V .. .. .. , .. , .. .. .. , , , , .. F " _ , , .. , .. .. .. .. .. , .. , , \ ._ .. , , _ , ., 1111 - . , _ .. ... _ ... � .. ,.., ,. , . . , . , . , \.. ,. , , I' _-_ , ,: II : .. .. .. - : .. I , , , .. , ,.. , . . ` _ .. . _ .. .. .. , _ . ' • , , . , F r .. .,• . ,. , .. .. . . .. .. ,. .. .. . 8 \, , .. .. .. ., . .. .. .. .. . , .. ..7 .. " .. " , .. r ., ., .. \. -. . , . , , 5-- _ , .. .. \, ,. , N .. , .. , .. .. . .. _ .. , .. .. . .r Wi „ .. .. z .. .. .. .. .. _ .. .. .. _ - J I n _ .. ,•... .. . ,,., .. I F- 2 .. ' _ , .. , .. , " , \ �I . , , ., , \ - , „ ,...: . , ., ; CONCRETE SIDEWALK T \ EXISTING 0 \ REMAIN ' EXISTING CONCRETE RAMP TO REMAIN Proposed South BLDG Floor Plan (2 of 5� /� SCALE: 1/8" = 1'-0" q) i , 0 J C -d 1 "` c7 N '. . e�.' 00 Q r• : d U Cn r7H r--1 ,� I� o 0 O � .� - 0 7s h0 � o rn C� CZ � � o a �: 0 C� '� 4� C Q) ' L G - r� N ;a � t V co Z 0 7- a) Y 0 0 0 J __J "` c7 N �c r o,.-% Y _ I` N � g co 0 - E o 0 O � .� - 0 7s F w � o rn C� CZ a> o a cz < Z LL, C Q) L L G W c w J 0 T t V co Z �'"°e 0 J 'L.:. i "` c7 N �c r /a/W1/ a> r'' Y _ I` N � g co ®" o c� � � o � O � .� - N O F w 0 r� � w V J c� c� 0 4 N �'"°e m z J � o "` c7 N m m �- rn r ,w z #k W J I d W ♦- N N A115 � N r }, R O d <D (0 N N N CA a 2 W � '. W a CC o c'\I 0 7- a) Y 0 a = w U A O Q C C O ==x F_ ,N .Q w d U U7 rn 0 - ZE w w 6 z A115 u> O G Z <D (0 N CA W '. W ttyy�I CC o c'\I 0 7- C) Y 0 a W1 w A O Q A115 Key Plan AREA ADDRESSED IN THIS SHEET Key Plan Legend SEE SHEET A202 FOR FINISHES 'NA 2 3 4 5 A313 A313 A313 A313 / A313 \ \ O \ \ \\ O �9\ Proposed South BLDG Roof Plan 3 of 5 SCALE: 1/8" = 16-0" 4 1 2 \ A314 A314 A314 A315 A315 A315 A315 A316p� A316 A316 A316 I 1 co ( A317 wl z zl v a CONTINUOUS CORNICE PROFILE— E a �F CONTINUOUS CORNICE PROFILE wl 1 2 3 4 5 1 2 3 A315 2 3 4 1 2 3 4 z A313 A313 A313 A313 A313 25' 0" A314 A314 A314 A315 A315 A315 A316 A316 A316 A316 LL; 25' 0' 7/8" STUCCO SYSTEM W/ PAINTED �- 25' 0" z L — SYNTHETIC TOP COAT AND 2 WATER -724' 0" CONTINUOUS CORNICE PROFILE- 22' - 0" RESISTANT BARRIERS \ CONTINUOUS CORNICE PROFILE s WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL Proposed South BLDG Front Elevation (3 of 5� SCALE: 1/8" = 16-011 EXISTING STOREFRONT TO REMAIN, TYP. �' -_ i +/ 18' 10'.+/ 20 0" - -- -x-'-• - -- - - . - - - - - PRE-ENGINEERED ALUMINUM CANOP - " '.ALIGN ENDS W/ EXISTING PRE-ENGINEERED ALUMINUM CANOPY \ S S BOV STORE FRONT SYSTEM T SYSTEM ABOVE. ' .. Y TEMA E RO Y TEM YP S j " • , \, _ � , /,er _ , ....,.»....-�'. gym . ............ 5.,.._,...._..,_.,.,._.,.._....._.....x.........,....._._,..,..._.__._.,.................�._......_..._......,. ...........__., P---- \ �. x.----« 1 \'-2 f�3 4- 5 A313A313 A313 A313 A313 ---- CONCRETE SIDEWALK T EXISTING 0 REMAIN • ; O:- EXISTING CONCRETE RAMP TO REMAIN , Proposed South BLDG Floor Plan (3 of 5) SCALE: 1/8" = 16-0" 22'- 0.!-� � 23'_ 0' - -F - 10' 2 -_ 9--71/4 - 10'- 2r• Existing_LowParait _ _ _ _ • 3' - 01 14' 1' 3' - 0" 20' 0" 3! U EQ' EQ . EQ" 0f EQ_ `. EQ ' _ , = EQ ' . '_ 3' 0"_ EQ,- EQ' , EQ 3' 0" - -- ; -, — - E - - 1(`S RI�DI - — - , pD , Q SHA - JEVYEtfRS_ . _ CHINESE F r►ANCE'_ _ o _ - - „ - • 2 U EQ - EQ' 2' 0 2' 0 8' 2 �,. 8' 2 2' 0" 2' 0' EQ' EQ 2' 0 2' 0" EQ' EQ 2 0' , - - -� — L........ ............. 10 0 _. 1.... :.r ._ ........ s __ I: �F • Existing StoreFront rr 3 0 , - -... - _... .::::.� -�.. - f , .......... r 6 (._..._.. 1..._ _...�. -�.... _ ....1...... 1. L....}........ 1..... r ..... )...�. ..i _....._ _:.. __.....i P", _ _...., .w.. ! _.. � - CF I / .... _... - /LL :.::::�......1...x:....1.1== �� [._»_._ ::::......... T.O. Floor Slab ,.....1 f ........... . e = Ad 0' 0" 77 - - ELDORADO STONE VENEER SYSTEM PER PRE-ENGINEERED ALUMINUM CANOPY MANUF, INSTALLATION INSTRUCTIONS, PRE-ENGINEERED STRUCTURAL FRAMING SYSTEM, INSTALL PER MANUFACTURER'S ELDORADO STONE VENEER SYSTEM PER PROVIDE 2 MOISTURE BARRIERS STUDSYSTEM INSTRUCTIONS MANUF. INSTALLATION INSTRUCTIONS, WALLS PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS W a v ALIGN ENDS W/ EXISTING STOREFRONT TO REMAIN, TYP. ALIGN ENDS W/ EXISTING STORE EXISTING STORE f 3 , � - _....... 1 A314 5 2 3 A314 1 2 3 A315 A315 A315 . . • i A401 v 1-15 �r .. _ „ •- v 3 , • ' r 0 �' _ - � •'; , , , r � , - t. i , , -, •- , _ r , , r i ^� N W c) C� E - -' ` - FRONT S--Y"-ST E-7M , 'ALUMINUM - ' M ABOVEFRONT _ (TYP) P,...) , v v � CANOPY ,.'STORE j ... _]E...... _ 7 f _........_._._.._._ ____ FRONT I r ' r, - r• _ e 1 VA NE DS W/EXISTINGRN INEEREUALUMINUMCA S SYS E ABOVE ST M TYP SYSTEM(TYP) , 0PYPRE-ENGINEERED - , .. , , o 0 , w 0 , r • • - '•- '- It O • r , .• -' A401 3, A401-7 -- TYP 1 A314 2 A314 3 A314 1 2 3 A315 A315 A315 .�J EXISTING CONCRETE RAMP TO REMAIN _ EXISTING CONCRETE SIDEWALK TO REMAIN A315P EXISTING CONCRETE RAMP TO REMAIN A316P A316P EXISTING CONCRETE SIDEWALK TO REMAIN 3 4 I 1 A316 A316 r, I A317 Lu �I EXISTING CONCRETE RAMP TO REMAIN i co r0 v C� CL 0 W 0 0- 0 CL W W r I "' .�J > / ® ( O 0 c� o � i ? ~ i ^� N W c) C� o ca cl Q j �Lj_ nE co 0 o 0 N w 0 (� /) C/) J co cn w CIO O Q rn � j O � I Lu '_X : 6� �I" oTo Z U co r0 v C� CL 0 W 0 0- 0 CL W W r I "' .�J > / ® ( O 0 c� o � i ? ~ i ^� N W c) C� o ca cl Q j �Lj_ nE co r0 v C� CL 0 W 0 0- 0 CL W W r "' .�J > / ® ( O 0 c� o � i ? ~ i ^� N W c) C� o ca cl Q j �Lj_ nE co 0 o 0 N w 0 (� /) C/) J co cn w CIO O Q rn � j O Lu : 6� �I" oTo Z U co r0 v C� CL 0 W 0 0- 0 CL W W r "' w L > / ® ( O 0 c� o � i ? ~ i ^� N W c) C� o ca cl o j �Lj_ nE co 0 N w 0 (� /) C/) J co cn w CIO co r0 v C� CL 0 W 0 0- 0 CL W W r "' w L > / ® t W4_ J I u - O w E -• i C� "' O a o cl <D (V N 7 CIO O d � j O Lu : 6� CL N U `rd U w U a a 0 U) x U r_ o o }, .N a '> a (!w 1 F - w a_ 0 z «I O O Z <D 7 CIO t Lu : 6� CL N U `rd U w t] a a 0 c x U WEST RETAIL `r IAA� '! I' ... . .%......... ............ j 1_1�. . . ........... 'j r ........ ........ . _......................... /1 j J] .... ..... . ................. . ..... . ............. . .. . ALDI 1) 0 11 z ,� o v __..__._.. o ROSS �. z co r..� �...... _.........J ii ... . ............._..... I _ . ¢ ".............1 ¢ I ; wW w cc 3 .... .. 1 NOT IN SCOPE- -. ._........-� �...J .. ........... ............. ... i �-._...._ WALMART Key Legend 2� AREA ADDRESSED IN THIS SHEET Key Plan Leqend SEE SHEET A202 FOR FINISHES s 1 2 3 1 z i A318 A31II A318 A319 U I ¢ O Proposed South BLDG Roof -Plan 4 of 5 SCALE: 1/8" = 11-011 rNrl IM1All Inl 10 nnnnllnr nnnrll r CONTINUOUS CORNICE PROFILE 2 3 4 A319 A319 A319 'IAO VVIVI IIVVVVJ C.I.r.J. t nIIVI rnUF ILC PROVIDE 2 MOISTURE BARRIERS Q STUD 't/�V VVIVI IIVVV VJ L.LI-.J. I1111VI I-17\ll-ILL WALLS 2 Proposed South Building Elevation (4 of 5) SCALE: 1/8" = 11-011 �r wlz J I S �I �I 1 X20 I Exislir Fligh Parapet OL 24' 0" r- 1• . • Existing Low Para et . 20'-0" T.O. Existin StoreFron 101 - 011 ALIGN ENDS W/ EXISTING ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (TYP) EXISTING STOREFRONT TO REMAIN, TYP. STORE FRONT SYSTEM (TYP) EXISTING CONCRETE RAMP TO REMAIN ZEN - --_ — = 1 _ _ . ?t _ �• :r. _z lr,._._m+�.> �-- --�- �..�.A [_�' , t r I ' — .r — d ' .. .. .. •.... ., .. .,». ,.. t . 1 .. , .. .. .. , I fix., — , : 1 2 3 4 1, • 3 A317 —.: Y �_ �. —r- - r- - A317 A317 X317 A320 A319 A319 A319 I r PRE-ENGINEERED ALUMINUM CANOPY nn , SYSTEM ABOVE., 0 . �_...._..� _.._..,. ....... ___ . .._....,. _ .: _,.�-�. _ __.. _.,�---�-°� .'�_ _ __..:.moi .......- - -... , PRE-ENGINEERED ALUMINUM CANOPY SYSTEM ABOVE A401-3 1 2 3 1 PRE-ENGINEERED ALUMINUM CANOPY w I A401-7 A318 A318 A318 A319 SYSTEM ABOVE z� z EXISTING CONCRETE SIDEWALK TO TYP ¢ REMAIN ~ EXISTING CONCRETE SIDEWALK TO , REMAIN z `N_ J how& Proposed South BLDG Floor Plan (4 of 5) ¢' SCALE: 1/8" = 11-0'I T.O. Floor Slab 0' o' _:LMQPA i z CA koC 1 > o Lu ." 00 � :# t V q w w q] { f� `+> Ckn. o o N L- �) o f` t- � '- � o a � z ,� z U) U) C. 06 0 w CL 0 a_ w x z > o Lu clQ � :# r_ w M w w 'cn o "tZ" o o U) U) C. 06 0 w CL 0 a_ w x z > o Cy) clQ � :# r_ w �► w w C o o o N L- �) o rn � '- � o a � z z ai U) o �- L o (D 0 Z U) U) C. 06 0 w CL 0 a_ w x z > o Cy) clQ � :# r_ w �► w w o LO a> r_ � o � N N O (D m U O O `- w U) N O � w w O z WEST RETAIL k , . : € ............. 1/ - t ,..Jj � �. .� ._: � � 1. ..•.l \..� � . � � . ........_. ALDI i o (] € z c J 0Q r o z v D ( f] ;; J (' r . c.:_:� c, F- � Lu r ! S s LL ,�;, I I NOT IN SCOPE WALMART Key Legend / AREA ADDRESSED IN THIS SHEET Key Plan Leq�nd SEE SHEET A202 FOR FINISHES ROSS J I¢— W Cc0 z I �I c[ Proposed South BLDG Roo Plan (5 of_Q r� 2 3 4 CEI "u A320 A320 A320 �o _ I CONTINUOUS CORNICE PROFILE--- U 2,8' 0" z I —� "I — 26' 0" o I I F_ CONTINUOUS CORNICE PROFILE — 24' 0° CONTINUOUSCORNICE PROFILEEi 2 Proposed South Building Elevation (5 of 5) SCALE: 1/8" = 1'-0" EXISTING WALL TO RE MAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS I' 2 l' A32 I , ' PRE-ENGINEERED ALUMINUM CANOPY - •SYSTEM ABOVE-. .• - , t - , y" : 1, , I �ILu zlJ =I 0 Z ' EXISTING STOREFRONT TO REMAIN, TYP. ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (fYP) i - yF.,. .. _ t .... y ............................................................................... ......................................................................".............................................................................. ....................... _ ................................................_............. .. ................. .....................,.,,........ .... ........ ....._..,..............................................................................................................._..................... ......... .....................................................,... .. ..... .. ._ .... ............ _ ..... ............................... ... .. ................................. ........ r , a.,.cax ..»..w......ww .. .w....,w.... E ......z�::.....c -..:.... .k.:�..,.—.,:.:..a.:.. 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Z d O N EQ', ; , 6 6 ; , EO U n_ q cn U a O O Ln R. I N U) d � 1 W - TENANT • z „vo„. ' n , , Ico Q Z 4 10 0 6 0 4 10 ., 2 0 2 0 7 0 ♦ 7 p' 2' 0” 2' 0" 6' 3" 2' 0" _. _..._-- 2 Proposed South Building Elevation (5 of 5) SCALE: 1/8" = 1'-0" EXISTING WALL TO RE MAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS I' 2 l' A32 I , ' PRE-ENGINEERED ALUMINUM CANOPY - •SYSTEM ABOVE-. .• - , t - , y" : 1, , I �ILu zlJ =I 0 Z ' EXISTING STOREFRONT TO REMAIN, TYP. ALIGN ENDS W/ EXISTING STORE FRONT SYSTEM (fYP) i - yF.,. .. _ t .... y ............................................................................... ......................................................................".............................................................................. ....................... _ ................................................_............. .. ................. .....................,.,,........ .... ........ ....._..,..............................................................................................................._..................... ......... .....................................................,... .. ..... .. ._ .... ............ _ ..... ............................... ... .. ................................. ........ r , a.,.cax ..»..w......ww .. .w....,w.... E ......z�::.....c -..:.... .k.:�..,.—.,:.:..a.:.. ''.R.:....'r. :.:s..._. ............ ..'.....:aczsz.....zze..a :.Fi- ax.rrx..x.i...w.w..a.sxivaa '.it . %..:::•rt •)--'�'^.^._ < , • tx. • .y—. e w"a "�3�s _„.r. • � .. _ .. .. 4 3%i --s• �--- w'°^m+'3T^"°awy»u»mm.e..,xmx»x,.wmmm.7,,,,♦.'.'p,mmwwwvnm..»n,.,.me,ww.m.mrrn, eemnwnm+mmmm,.norm+nrmxmrvx♦'mTmrnexrtmm.re.mx•rurmr,e,xmm:x:tx. ..... m r .on w x —_._ _ _ ___ rt _ 4.. > r , ., , , xxxx`firtm'nrt ,mmm,ee �:-mn:xx nsmrn ravmmmrxeq.xn xwxvwxrs x,xmronrxw r r s .mrv..x•tn.x-•—e , ' " , , S• , — r ' • r , , , , r _ .__ _ __. • M♦ w .; _..._. _.- . . -€ „..r. [f ' • � _ ... ' .. 2 , -SYSTEM ABOVE A3PRE ENGIEERE D ALUMINUM :I , - +I a .. , , . . �• ._ _ I� • ". . . .. , . :I ., 1- mmm�,m;m EXISTING CONCRETE RAMP TO RE 3 Proposed South BLDG Floor Plan (5 of 5) SCALE: 1/8" = V-0" L I a III n i C'A //W CrJ Cy N ^ , co 0 zs a p o �o N LL. i cD y; - jo CD s 0 ZZ Z J Q � z w �a � G ;`T � �ry: �✓�1 ;�^!�a:'t A Nom£, r. L I a III � //W CrJ Cy N ^ , co 0 zs a p o co 0 N LL. i cD C/)wco - jo CD co 0 ZZ Z J Q � z w �a � G z 0 co 06 U) 0 CIO Q) U) 0 0- F F_ LLJ //W CrJ Cy N ^ , co 0 zs a Q co 0 N ® - w O - i cD C/)wco O a co U) 0 co 06 U) 0 CIO Q) U) 0 0- F F_ LLJ A 118 � a Q N N N Z C D co 0 � 0 o LLJU LoW Z d O N t Q U n_ q cn U a O O Ln R. N U) d � W IL 0 z A 118 CD N Z C D co CV 0 LLJU LoW Z O N l�1yl, F Q n_ q O U A 118 WEST RETAIL 1 'jr ' i 3 - ALDI 01 o c� .._._.......... zv) o ROSS ........................ ........... J ' i r....) ,......� .—') cY.••l"s r,:..�) t -.-s �.-: c . 's . > t..-.-.� .....a r .� Q Q w i w Cc Cc 0 o ' NOT IN SCOPE I L �:7 C'.:J" �..�J-C7;'J'�T`C-7-C.-.J-C:ii.-TC�..i-�T .:RJ /` .y.._.. .... E... .:. 3. l WALMART i....... Key Plan 2 AHEA ADDRESSED IN THIS SHEET Key Plan Legend O MATERIAL SCHEDULE O SW 2839 ROYCROFT COPPER RED OB SW 6114 BAGEL QC SW 6274 DESTINY �D SW 6331 SMOKY SALMON OE SW 6364 EGG WHITE �F SW 6372 INVITING IVORY OG SW 6514 RESPITE H 0 SW 6636 HUSKY ORANGE OJ SW 7006 EXTRA WHITE OK POWDER COATED ALUMINUM - BLACK �L ELDORADO VENEER - RUSTIC LEDGE OM FABRIC AWNING - SUNBRELLA BLACK Proposed North BLDG Left Elevation SCALE: 1/8" = V-0" Proposed North BLDG Front Elevation (1 of 4� SCALE: 1/8" = 1'-0" L 3 Proposed North BLDG Front Elevation (2 of 4) SCALE: 1/8" = 1'-0" L axti- L) (C 4 Proposed North BLDG Front Elevation Q of 4) SCALE: 1/8" = 1'-0" 5 Proposed North BLDG Front Elevation (4 of 4) SCALE: 1/8" = 1'-0" T.O. Floor Slab 0'-0' L A H ) ( H ) (K) (H 6 Proposed North BLDG Right Elevation SCALE: 1/8" = 1'-0" 2w Para etdk. 19' 4" T.O. Floor Slab 0'-0' GENERAL NOTES 1. ALUMINUM CANOPY TO BE POWDER COATED BLACK, U.O.N. 2. STONE VENEER TO BE "ELDORADO STONE, RUSTIC LEDGE", U.O.N. 3. G.C. TO PROVIDE SIGN AND SEALED CANOPY DRAWINGS BY FLORIDA REGISTERED ENGINEER 4. COPING TO BE PAINTED SW7006, EXTRA WHITE,U.O.N. LAH T.O. Floor Slab 0' - 01. U) CD LL 1 r� O O f� ui 70 0 0- 0 F- LLJ F - w z U) J ) Z mea i ch a7 � EOcc 4-4 co �a f I N ^ i ^ , W CO Eo 0 N 1-2 L F- (m Q CC$ >o o `/ / co U) O z , ! 41 rte * ° 0 A -ii W Q c C) -p --- $ 7 o' o cv t U W 0 r— O OLu +, 'pp ° N U) N F— U) CD LL 1 r� O O f� ui 70 0 0- 0 F- LLJ F - w z U) J ) Z mea i ch a7 � EOcc co �a f I N ^ i ^ , W CO Eo 0 N u - L F- (m Q CC$ >o o `/ / co U) O z m Z Z N W Q c C) U) CD LL 1 r� O O f� ui 70 0 0- 0 F- LLJ F - w z U) J ) Z mea i ch a7 � EOcc co �a f I N ^ i ^ , W CO ®0(6 d N .E o LL L F- (m Q u /� Q tz r / c9 (� U cc a `/ / co U) U) CD LL 1 r� O O f� ui 70 0 0- 0 F- LLJ F - w z U) J ) Z mea i ch a7 � EOcc �a f Lu uj LL ^ i Fw-- V) m c:) d N CV z � O O m I -- N C) -p --- $ o' o cv t U W 0 r— O OLu +, N U) N F— C w 0 z a Q� z � O N W $ o' o cv FW- U W 0 t - w w r - a O MATERIAL SCHEDULE O SW 2839 ROYCROFT COPPER RED O SW 6114 BAGEL OC SW 6274 DESTINY OD SW 6331 SMOKY SALMON O SW 6364 EGG WHITE O SW 6372 INVITING IVORY O SW 6514 RESPITE O SW 6636 HUSKY ORANGE O SW 7006 EXTRA WHITE O POWDER COATED ALUMINUM - BLACK © ELDORADO VENEER - RUSTIC LEDGE OM 1 T- _...................... .._..._._....._ �_. FABRIC AWNING - SUNBRELLA BLACK _ .. I WALMART I ) O z I ti._.....__ ................. ? .................... O I F J J F C J G J J C C UI Key - ! Pro osed South BLDG Front Elevation 1 of 5 SCALE: 1/8" = V-0" I NI wIw z z sI J B J H J J J J H J B �I , 7-,7,:7 7' AN , .. OP'FOMEI ISI FIV�fI'A$TIC s�tlYd8' L� &W*E f , - . fl �.W I : I .::,:::. _............ i . ......... +....... ,. I .. II 1. �. :. ;.. , Proposed South BLDG Front Elevation 2 of 5 SCALE: 1/8" = V-0" w z z 1 Pro osed South BLDG Front Elevation (3 of 5 3 SCALE: 1/8" =1'-0" Lu z ui C7 J Z U �J- Q 5 Proposed South Building Elevation (5 of 5 SCALE: 1/8" = V-0" GENERAL NOTES 1. ALUMINUM CANOPY TO BE POWDER COATED BLACK, U.O.N. 2. STONE VENEER TO BE "ELDORADO STONE, RUSTIC LEDGE", U.O.N. 3. G.C. TO PROVIDE SIGN AND SEALED CANOPY DRAWINGS BY FLORIDA REGISTERED ENGINEER 4. COPING TO BE PAINTED SW7006, EXTRA WHITE,U.O.N. r� U . c LL U) I U) ) O -F--p w 0 W O 0- H 0- h F- W z W u �.N- �J tcc z < W J O Z r 0 Q," fi bdJ L Q Lu D O O O VJ � cO Q z i 72 n, � O ) Lu / CO ( czTO N Q Q T L � L F c W A., G t; � r� U . c LL U) I U) ) O -F--p w 0 W O 0- H 0- h F- W z W 1® �J tcc z < W J O Z r 0 GAJ U� � — N bdJ L Q Lu D O O O VJ � cO Q z i 72 n, � O ) Lu / CO ( czTO N Q Q T L � L F c W 4 � pp � r� U . c LL U) I U) ) O -F--p w 0 W O 0- H 0- h F- W z W 1® �J tcc z < W J O Z r 0 GAJ U� � — N 00 Q Lu D O ❑ O N L LL cO Q z i 72 n, � O ) Lu / CO ( a a r� U . c LL U) I U) ) O -F--p w 0 W O 0- H 0- h F- W z Wo U) tcc z < W J O Z r 0 3 W W 41 m 0 Q Lu O Z r 0 N � o 41 m 0 Q Lu ❑ N Er O U CV Q n U C p W ry w CL z O Z r 0 N � o O N OD N CD Q Lu a O Er O U Key Legend, 0 AREA ADDRESSED IN THIS SHEET KeyPlan Legend , O MATERIAL SCHEDULE OA SW 2839 ROYCROFT COPPER RED OB SW 6114 BAGEL �C SW 6274 DESTINY OD SW 6331 SMOKY SALMON (D I SW 6364 EGG WHITE OF SW 6372 INVITING IVORY O SW 6514 RESPITE O SW 6636 HUSKY ORANGE OJ SW 7006 EXTRA WHITE OK POWDER COATED ALUMINUM - BLACK OL ELDORADO VENEER - RUSTIC LEDGE OM FABRIC AWNING-SUNBRELLA BLACK Proposed West BLDG Front Elevation SCALE: 1/8" = 1'-0" 22'- 2" vu _ i , • Proposed West BLDG Left Elevation SCALE: 1/8" = 1'-0" FIRE RETARDANT FABRIC AWNING OVER ALUM. FRAME, G.C. TO PROVIDE SIGNED AND SEALED SHOP DWGS FROM A FL. REGISTERED ENGINEER TO THE ARCHITECT FOR REVIEW AND AS NEEDED FOR PERMITTING t , , i IIAI Proposed West BLDG Rear Elevation 2 SCALE: 1/8" = 1'-0" FIRE RETARDANT FABRIC AWNIN ALUM. FRAME, G.C. TO PROVIDE AND SEALED SHOP DWGS FROM REGISTERED ENGINEER TO THE ARCHITECT FOR REVIEW AND Ac FOR PERMITTING 4 I 1 VHV000 VVV0L L.JLLJI.I I LILjI IL L_IGVQLIU1 I SCALE: 1/8" = 1'-0" GENERAL NOTES 1. EXTERIOR FINISHES TO RECIEVE PAINT ONLY, U.O.N. 2. G.C. TO PROVIDE SIGN AND SEALED CANOPY DRAWINGS BY FLORIDA REGISTERED ENGINEER 3. TRIM AND CORNICES TO BE PAINTED SW7006, EXTRA WHITE,U.O.N. 4. FABRIC AWNINGS TO BE SUNBRELLA BLACK, U.U.N. laQQ N CD i] CU 00 o V. Qa 0 _W ® 70 O (D O w L1._ G �..J� O m W T (ll O O r Q w (�D wd zwC(1)Z— Q u) N + O �r U L'°c OO Z to O + U U C] P-4 � C U) N CD i] CU CD N o ,� N Qa 0 _W ® 70 O (D O w L1._ G �..J� O m W T (ll O O r Q w (�D wd zwC(1)Z— Q u) N + O �r U L'°c OO Z U) N CD i] CU CD N o ,� N 0 _W ® 70 O w , O i Li- � G //l y� /J Z \/j�J� W % / cr)CQ CLS Lr- a (1) LL Cn r U) O -+--j CCS Lu O 0- 0 H w A203 CD i] CD N o N � O d r - j O wd N X CL t N to O + U U C] � C ¢ _ = O ca O v n d !? C W U) W IL O Z A203 Lo o � wd X CL N to O + U U C] a ¢ _ a ca a v A203 T.O. F ra me PRE -FORMED METAL WALL PANEL I A303-6 22'- 0" SYSTEM OVER FURRING CHANNEL ( // 0 o /— 8" METAL STUD, SEE STRUCTURAL z _ 5/8" F.R.T/ EXTERIOR GRADE PLYWOOD UJI/� SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER = RESISTANT BARRIERS O Existing. Low Parapet Alk T-0" SPLICE BETWEEN EXIST. METAL'� - — 19' 0" STUDS, SEE STRUCTURAL \ 1 F A3U4-5 EXISTING PARAPET WALL TO REMAIN— - 1PRE-ENGINEERD ALUM. CANOPY (BEYOND) EXIST. ROOFING SYSTEM TO REMAIN. - wMaurr'mh'M°I, e1M'a'arRM,epaH� �+:. f , 11 I , l PI k, EXIST. JOIST TO REMAIN.lip E SEE STRUCTURAL I �' I I j Rt WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE f ELECTRICAL i 1Cf' Ij EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW 1 REGLET PROFILES. SEE PROPOSED �?7 ELEVATIONS 1 1 I A302-7 I' G 1 ELDORADO STONE VENEER SYSTEM PER 1 MANUF. INSTALLATION INSTRUCTIONS, ��— PROVIDE 2 MOISTURE BARRIERS @ STUD 1 , WALLS EXISTING LANDSCAPING TO REMAIN, TYP. I _ T.U. Floor Slab E� f ! •. .0 I .,...... .XPi• •`M I II , p 0 I I ii d I i d I � , f ! , . - a f f ! I, Wall Section SCALE: 1/2" = 1'-0" BUILDING PAPER EXISTING 5/8" STUCCO SYSTEM TO BE SAW CUT ABOVE CANOPY EXISTING CMU WALL TO REMAIN FLASTENER FLASHING — PRE-ENGINEERED ALUMINUM CANOPY SLOPE I 10--o'. FASTENERS PER CANOPY ENGINEER CMU METAL STUD T.O. F ra me 22' 0" PRE -FORMED METAL WALL PANEL A303-6 SYSTEM OVER FURRING CHANNEL _ 8" METAL STUD, SEE STRUCTURAL 5/8" F.R.T/EXTERIOR GRADE PLYWOOD SHEATHING 1 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER 1 1 RESISTANT BARRIERS ExistingLow Para et AIFN 19' 011 T -U" SPLICE BETWEEN EXIST. METAL _ STUDS, SEE STRUCTURAL + + A304-5 FY d ' Ii - ''1 EXISTING PARAPET WALL TO REMAIN--- _-- ``' + + r +11 EXIST. ROOFING SYSTEM TO REMAIN. )[Iid EXIST. JOIST TO REMAIN. I t. SEE STRUCTURAL ; I I' lJ n A301- 5 t A301-8 (` tS V f g[ I j PRE-ENGINEERED ALUMINUM CANOPY j SYSTEM, INSTALL PER MANUFACTURER'S ! INSTRUCTIONS '31 I I 1 !� EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW I t1. REGLET PROFILES. SEE PROPOSED r t ELEVATIONS 0 i tt t f ELDORADO STONE VENEER SYSTEM PER ! MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD IIS WALLS I II I EXISTING LANDSCAPING TO REMAIN, TYP. 1 1 q, l; T.O. Floor Slab 01-0 i ! I _( I f f If ................ I Wall Section SCALE: 1/2" =1'-0" --� CONT: TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL 6" MTL. STUD FRAMING RE: STRUCTURAL 5/8" DENSEG LASS GOLD SHEATING BUILDING PAPER 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS FLASTENER 7/8" FASCIA DRIP SCREED /— FLASHING FASTENERS PER CANOPY j ENGINEER SLOPE 10 PRE-ENGINEERED ALUMINUM CANOPY 101- 011 2X P.T. B WOOD BLOCKING, TYP. 5 Canopy Detail @ CMU Canopy Detail @ Framing Canopy, Detail @ Stone Veneer @ CMU SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-011 A303 - 6J T.O. Frame PRE -FORMED METAL WALL PANEL1 1 SYSTEM OVER FURRING CHANNEL ( / I — 8" METAL STUD, SEE STRUCTURAL 5/8" F.R.T/EXTERIOR GRADE PLYWOOD SHEATHING 1 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS Existing Low Parapet - + — 19'-p1. 1114 k O 1� T-0" SPLICE BETWEEN EXIST, METAL c"' + STUDS, SEE STRUCTURAL I EXISTING ROOFING SYSTEM TO REMAIN-- - A301- 9 i f is 1 l lc: � ! EXIST. JOIST TO REMAIN. SEE STRUCTURAL it 1 11 �5 3 i A301- 5 A301- 8 EXISTING STOREFRONT TO REMAIN, TYP. A302-5 SIM ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS EXISTING WALL TO REMAIN, REMOVE C1) EXISTING CMU WALL TO W EXISTING FINISH AND PREP FOR NEW REMAIN _j FINISH SYSTEM, TYP. GALV. MTL FLASHING SAW U� I CUT MANSORY JOINT TO PRE -FORMED METAL WALL PANEL I ACCEPT FLASHING -PROVIDE SYSTEM OVER FURRING CHANNEL I3 SEALANT CONT. (�V .,.... STONE VENEER FINISH O o T.O. Floor Slab BUILDING PAPER I ! 1 € E E ..... ' - 4X4STEELANGLE sLINTEL, � RE: STRUCTURAL SCALE: 1/2" = 1'-0" WEEP SCREED @ STEELANGLE /f + + EXTEND FLASHINING PAST LINTEL w � O S U OD 2! — 3'-0" SPLICE BETWEEN EXIST. METAL it s ------__--__ SLOPE O 1+ 1 U EXISTING ROOF SYSTEM TO REMAIN - — PRE-ENGINEERED ALUMINUM CANOPY 2 4 10' - 0" IIa- - FASTENERS PER CANOPY ENGINEER CMU 7/8" FASCIA DRIP SCREED 5 Canopy Detail @ CMU Canopy Detail @ Framing Canopy, Detail @ Stone Veneer @ CMU SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-011 A303 - 6J T.O. Frame PRE -FORMED METAL WALL PANEL1 1 SYSTEM OVER FURRING CHANNEL ( / I — 8" METAL STUD, SEE STRUCTURAL 5/8" F.R.T/EXTERIOR GRADE PLYWOOD SHEATHING 1 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS Existing Low Parapet - + — 19'-p1. 1114 k O 1� T-0" SPLICE BETWEEN EXIST, METAL c"' + STUDS, SEE STRUCTURAL I EXISTING ROOFING SYSTEM TO REMAIN-- - A301- 9 i f is 1 l lc: � ! EXIST. JOIST TO REMAIN. SEE STRUCTURAL it 1 11 �5 3 i A301- 5 A301- 8 EXISTING STOREFRONT TO REMAIN, TYP. A302-5 SIM ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS EXISTING WALL TO REMAIN, REMOVE C1) T.O. Frame W EXISTING FINISH AND PREP FOR NEW I ! _j FINISH SYSTEM, TYP. flf U� I m PRE -FORMED METAL WALL PANEL I EXISTING LANDSCAPING TO REMAIN, TYP. SYSTEM OVER FURRING CHANNEL I3 - / � 5/8" F.R.T/EXTERIOR GRADE PLYWOOD (�V .,.... .a�wti ' ° I O o T.O. Floor Slab 4 I .. Ii I j R i 3 1 3 I € f i e E.... e f ......... , .... I ! 1 € E E ..... r ( 3' i .. �..... 1,I I !� � Wali Section � RESISTANT BARRIERS SCALE: 1/2" = 1'-0" Existing Low Para et z ® Canopy Notes 1. G.C, SHALL PROVIDE SIGNED &SEALED CANOPY DRAWINGS BY FLORIDA REGISTERED ENGINEER. 2. G.C. TO COORDINATE WITH CANOPY MANUFACTURER FOR REQUIRED BLOCKING tALU 1VIIIv V IYI klmlliV r f 8 Alum. Canopy Connection Detail SCALE: 1 1/2" = 1'-0" STUCCO FINISH GALV. STL. ANCH ALUM. SUPPORT NEOPRENE PAD I 2" DIA. ALUMINUM SUPPORT SYSTE a - 1/2" - - 1'-0" 6 J -z 6 0' -10" 9 Canopy Support Detail SCALE: 1 1/2" = 1'-0" #oaz C1) T.O. Frame W - — 22' 0" _j O A303-6 U� I m PRE -FORMED METAL WALL PANEL j `-\ 8" METAL STUD, SEE STRUCTURAL SYSTEM OVER FURRING CHANNEL - - / � 5/8" F.R.T/EXTERIOR GRADE PLYWOOD (�V -E SHEATHING O o 1 f 7/8" STUCCO SYSTEM W/ PAINTED Cif > SYNTHETIC TOP COAT AND 2 WATER � � RESISTANT BARRIERS m _ Existing Low Para et z ® + + 19' 011 VT w � O S U OD 2! — 3'-0" SPLICE BETWEEN EXIST. METAL it STUDS, SEE STRUCTURAL ------__--__ s O 1+ 1 U EXISTING ROOF SYSTEM TO REMAIN - — E! o L. 'E V �-t o EXIST. JOIST GIRDER TO REMAIN. !f � SEE STRUCTURAL ! 3' € l;3 Q- E I I f1�k�I F s .I IIs; ! I U) i; N I s i`• s is 11,1 F EXISTING WALL TO REMAIN, SAW CUT i? I STUCCO AS REQUIRED TO INSTALL NEW �' REGLET PROFILES. SEE PROPOSED ELEVATIONS W ! a ni v I l!= 0 I ( ! f z ti I 1 A302-7 lI: EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS EXISTING CONCRETE SIDEWALK TO ,Iyt REMAIN ); T.O. Floor Slab 01 0:1 v I y II F N E t 3 I I I t � 4! ! 8• : II I 1 I + 4 Wall Section': . . SCALE: 1/2" = 1'-0" STUCCO FINISH GALV. STL. ANCH ALUM. SUPPORT NEOPRENE PAD I 2" DIA. ALUMINUM SUPPORT SYSTE a - 1/2" - - 1'-0" 6 J -z 6 0' -10" 9 Canopy Support Detail SCALE: 1 1/2" = 1'-0" #oaz C1) W _j O o U� m Cll a E cl o (�V -E z O o ry co (Ts Cif > o o � � z m (1, z ® c/)} w � O S U OD 2! — m <r, Ec N s O U U LLI U o L. V �-t o O Q- F U) N U) Q) I® 06 U) c O =1=� U U) W Lu LL1 _ C1) _ _j O o U� m Cll a E cl o (�V -E z O o ry co (Ts Cif > o o � � z m (1, z ® c/)} w � O S U OD 2! U) Q) I® 06 U) c O =1=� U U) W Lu LL1 _ C1) L0 a� O o U� m Cll a cl o (�V -E z O o ry co (Ts 0 11 c(a) J ce) U) U) Q) I® 06 U) c O =1=� U U) W Lu LL1 _ L0 a� o m Q cl � (�V N O m r-: O -a — m Y Ec N s O U U LLI U o v o O Q- F U) N W a 0 z o o � 6_ ,yj Y Ec N LtA v O U U LLI O o v PRE -FORMED METAL WALL PANEL_ SYSTEM OVER FURRING CHANNEL 3'-0" SPLICE BETWEEN EXIST. METAL STUDS, SEE STRUCTURAL EXISTING HOOFING SYSTEMTO RE MAI EXIST. JOIST GIRDER TO REMAIN. SEE STRUCTURAL --- EXISTING STOREFRONT TO REMAIN, TYP. T.O. Frame 1 1 A303-6 8" METAL STUD, SEE STRUCTURAL ExistinLg ow Parapet * --- 191. 0"t ++ ii m 1 - I- 11 ,I Il i` ii ii I I ;I I I .f I I A304-5 SAW CUT THROUGH EXISTING FINISH TO INSTALL F.R.T. PLYWOOD BEHIND SIGNAGE RELOCATIONS. PATCH AND REPAIR FINISH TO MATCH EXISTING EXISTING METAL STUD WALL TO REMAIN A301-9 T.O. Existing StoreFront 10' - 0" A301-6 A301-8 (� r EEXISISATINGCONCRETE SIDEWALK TO EXISTING ROOFING EXIST. JOIST GIRDE SEE STRUCTURAL — EXISTING STOREFRONT TO REMAIN r EXISTING WALL TO REMAIN LATH "l MORTAR SETTING BED — ADHERED MASONRY VENEER WITH SLOPED TOP \ MORTAR JOINT ADHERED MASONRY VENEER 6 Masonry Veneer @ Existing Storefront Detail SCALE: 1 1/2" = 1'-0" DENSGLASS GOLD SHEATING EXISTING STUCCO HATCHED AREA INDICATES EXISTING COLUMN CONSTRUCTION SAW CUT STUCCO AS REQ'D TO INSTALL STONE SILL BACKED ROD &SEALANT PRE -MANUFACTURED SILL BY STONE VENEER MANUFR. CONSTRUCTION ADHESIVE ON GALVANIZED METAL FLASHING PRE -MANUFACTURED STONE VENEER MORTAR SETTING BED OVER METAL LATH WEEP SCREED FINISH FLOOR 100'-00" AFF OUNDATION REF: STRUCTURAL PLANS .................... I ......... - 7-Existing Column/Pilaster Base Detail SCALE: 1" = 1'-0" 2 Wall Section SCALE: 1/2" = 1'-0" 8 CMU - Sill Framing Detail SCALE: 1 1/2" = 1'-0" IN xisting Low Parapet 19'-0" TO REMAIN SYSTEM PER IUCTIONS, ERS Q STUD ALK TO T.O, Floor Slab1 0' - U" EXISTING CMU 6" MTL. STUD FRAMING RE:STRUCTURAL 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS MM11111010 pLF:111:11►L 4X4X4 CLIP. SEE STRUCTURAL CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL 7/8" FASCIA DRIP SCREED JOINT SEALANT AND BACKER 3/8" ROD -SECTION EXISTING 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT I ► ��I I I I I I EXISTING ROOFING SYSTEM TO REMAIN--- -7 EXIST. JOIST GIRDER TO REMAIN. SEE STRUCTURAL I�al d"117) 5/8" EXT. GRADE PLYWOOD SHEATHING — 2X W.D. BLOCKING S.S. SCREW ------ CONT S.S. CLIP --- 3 5/8" METAL STUD, SEE — STRUCTURAL 8" MTL. STUD FRAMING RE: STRUCTURAL 6" MTL. STUD FRAMING RE: STRUCTURAL 7/8" STUCCO SYSTEM W/ - PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD -- SHEATHING 1" ALUMINUM PANEL OVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FHT PLYWOOD SHEATHING EXISTING PARAPET TO REMAIN Existing Low Parapet 19' - 0" SAW CUT THROUGH EXISTING FINISH TO INSTALL F.R.T. PLYWOOD BEHIND SIGNAGE RELOCATIONS. PATCH AND REPAIR FINISH TO MATCH EXISTING EXISTING METAL STUD WALL TO REMAIN __ _ ---L-- T.O. Existing„StoreFront 1U'-0" `--- A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN T.O. Floor Slab I(�I il.. III III i I A M I ...... .... ...... : i Wall Section SCALE: 1/2" = 1'-0" --SLOPE 1/2" PER I'-0"— 5/8" EXT. GRA PLYWOOD SF S.S. SCREW — CONT .045 EPDM LINER — ANNODIZED ALUMINUM CONT S.S. CL PARAPET CAP — 2X P.T. WOOD BLOCKING, TYP. T.O. MTL STUD VARIES O CA 8" MTL STUD STRUCTURAL 5/8 SHEATHING 4) C) iz- VAPOR BARRIER N CD i — 7/8" S f UCCO r ` A 2X BLOCKING 11 1 1 LL i �) BACKER ROD AND SEALANT II rn I _o STONE VENEER I Q > Z 1 ami x rl 2 X 4CONT EIFS PROFILE 1" ALUMINUM 1\ \ co GROUT i ,:-. w OVER WEATF Ln W ' ¢ 2 X 8 CONT EIFS PROFILE ON 5/8" FRT F 66 ON SHEATHING q I z � I a o 1 1 1 EXISTING CM -----�_ c EXISTING STUCCO � I o � I N 5/8" DENSGLASS GOLD SHEATHING I HATCHED AREA INDICATES EXISTING I COLUMN CONSTRUCTION �\ STUCCO SILL Q I 2X BLOCKING A BACKED ROD & SEALANT � 1 PRE -MANUFACTURED STONE VENEER 0Y W MORTAR SETTING BED OVER METAL a 0 LATH z WEEP SCREED EXISTING FOUNDATION FINISH FLOOR 100' 00" AFF EXISTING ROOFING EXIST. JOIST GIRDE SEE STRUCTURAL — EXISTING STOREFRONT TO REMAIN r EXISTING WALL TO REMAIN LATH "l MORTAR SETTING BED — ADHERED MASONRY VENEER WITH SLOPED TOP \ MORTAR JOINT ADHERED MASONRY VENEER 6 Masonry Veneer @ Existing Storefront Detail SCALE: 1 1/2" = 1'-0" DENSGLASS GOLD SHEATING EXISTING STUCCO HATCHED AREA INDICATES EXISTING COLUMN CONSTRUCTION SAW CUT STUCCO AS REQ'D TO INSTALL STONE SILL BACKED ROD &SEALANT PRE -MANUFACTURED SILL BY STONE VENEER MANUFR. CONSTRUCTION ADHESIVE ON GALVANIZED METAL FLASHING PRE -MANUFACTURED STONE VENEER MORTAR SETTING BED OVER METAL LATH WEEP SCREED FINISH FLOOR 100'-00" AFF OUNDATION REF: STRUCTURAL PLANS .................... I ......... - 7-Existing Column/Pilaster Base Detail SCALE: 1" = 1'-0" 2 Wall Section SCALE: 1/2" = 1'-0" 8 CMU - Sill Framing Detail SCALE: 1 1/2" = 1'-0" IN xisting Low Parapet 19'-0" TO REMAIN SYSTEM PER IUCTIONS, ERS Q STUD ALK TO T.O, Floor Slab1 0' - U" EXISTING CMU 6" MTL. STUD FRAMING RE:STRUCTURAL 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS MM11111010 pLF:111:11►L 4X4X4 CLIP. SEE STRUCTURAL CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL 7/8" FASCIA DRIP SCREED JOINT SEALANT AND BACKER 3/8" ROD -SECTION EXISTING 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT I ► ��I I I I I I EXISTING ROOFING SYSTEM TO REMAIN--- -7 EXIST. JOIST GIRDER TO REMAIN. SEE STRUCTURAL I�al d"117) 5/8" EXT. GRADE PLYWOOD SHEATHING — 2X W.D. BLOCKING S.S. SCREW ------ CONT S.S. CLIP --- 3 5/8" METAL STUD, SEE — STRUCTURAL 8" MTL. STUD FRAMING RE: STRUCTURAL 6" MTL. STUD FRAMING RE: STRUCTURAL 7/8" STUCCO SYSTEM W/ - PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD -- SHEATHING 1" ALUMINUM PANEL OVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FHT PLYWOOD SHEATHING EXISTING PARAPET TO REMAIN Existing Low Parapet 19' - 0" SAW CUT THROUGH EXISTING FINISH TO INSTALL F.R.T. PLYWOOD BEHIND SIGNAGE RELOCATIONS. PATCH AND REPAIR FINISH TO MATCH EXISTING EXISTING METAL STUD WALL TO REMAIN __ _ ---L-- T.O. Existing„StoreFront 1U'-0" `--- A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN T.O. Floor Slab I(�I il.. III III i I A M I ...... .... ...... : i Wall Section SCALE: 1/2" = 1'-0" --SLOPE 1/2" PER I'-0"— 5/8" EXT. GRA PLYWOOD SF S.S. SCREW — CONT .045 EPDM LINER — ANNODIZED ALUMINUM CONT S.S. CL PARAPET CAP — 2X P.T. WOOD BLOCKING, TYP. T.O. MTL STUD VARIES 9 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 0 Parapet Cap Detail SCALE: 1 1/2" =1'-0" b/d Mt I AL 5 I UU, Stt TRUCTURAL ONT .045 EPDM LINER NNODIZED ALUMINUM ARAPET CAP X P.T. WOOD LOCKING, TYP. TL STUD ONT S.S. CLIP EALANT .0. EXIST. PARAPET X 4 CONTE IFS PROFILE X 8 CONT EIFS PROFILE X4X4 CLIP. SEE STRUCTURAL /8" DENSGLASS GOLD HEATHING /8" STUCCO SYSTEM W/ 'AINTED SYNTHETIC TOP ;OAT AND 2 WATER IESISTANT BARRIERS MTL STUD FRAMING, IEE STRUCTURAL "17 O CA 8" MTL STUD STRUCTURAL 4) C) iz- CONT S.S. CLIP N CD (1) — SEALANT CONT.TRACN o 0 �E O u, EXIST. CMU.' LL w �) o rn _o Cd Q > Z W ami x z z � 2 X 4CONT EIFS PROFILE 1" ALUMINUM ----- — t - -U, 4--- 1 co 7/8" FURRING ,:-. w OVER WEATF Ln W ' ¢ 2 X 8 CONT EIFS PROFILE ON 5/8" FRT F 66 ON SHEATHING q � z U a o 1 1 1 EXISTING CM -----�_ c TO REMAIN o �. N U � U 9 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 0 Parapet Cap Detail SCALE: 1 1/2" =1'-0" b/d Mt I AL 5 I UU, Stt TRUCTURAL ONT .045 EPDM LINER NNODIZED ALUMINUM ARAPET CAP X P.T. WOOD LOCKING, TYP. TL STUD ONT S.S. CLIP EALANT .0. EXIST. PARAPET X 4 CONTE IFS PROFILE X 8 CONT EIFS PROFILE X4X4 CLIP. SEE STRUCTURAL /8" DENSGLASS GOLD HEATHING /8" STUCCO SYSTEM W/ 'AINTED SYNTHETIC TOP ;OAT AND 2 WATER IESISTANT BARRIERS MTL STUD FRAMING, IEE STRUCTURAL "17 O CA -74 4) C) iz- N CD (1) — o 0 �E O u, z LL w �) o rn _o Cd Q > Z W ami x z z � o � �" Tl U �O co � Z Ln W w 66 ON Fw- q � z U a o o x c o o �. N U � i,..d O 4) C) iz- N CD (1) — o 0 �E O u, z LL w �) o rn _o Cd Q > Z W ami x z z � o � U �O co � Z O 4) C) U N CD O® o ca o a w �E O u, z CD rn o w (n (QO CCi `v�+ �r c�J cn 0 a a C) m o O a 0 CD Ln 2 w ON Fw- q � W U a o o x c o o �. N U Q A � 0Y W a 0 z o o Ln 2 ON Fw- q � W a o o x EXISTING PARAPET EXISTING HOOFING EXIST. JOIST TO RE SEE STRUCTURAL Wall Section SCALE: 1/2" = 1'-0" 2X P.T. WOOD BLOCKING, TYP. S.S. SCREW -- CONT S.S. CLIP nE C" 0'- 2" 0' 2" -I. I I EXISTING PARAPET EXISTING ROOFING EXIST. JOIST TO RE SEE STRUCTURAL EXISTING STOREFF Fxistinp Hinh ParapetAIN - { i i E .... € f ........ E -._- ........ E ........2 .... Wall Section 1 i Wall Section SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" EXT GRADE PLYWOOD SHEATHING VT .045 EPDM LINER - EXTEND MIN )OWN FACE OF PARAPET FRONT CONT .045 EPDM LINER BACK 5/8" EXT GRADE ANNODIZED ALUMINUM VNODIZED ALUMINUM PARAPET CAP PLYWOOD SHEATHING —t--_- PARAPET CAP 2X P.T. WOOD BLOCKING, TYP. <--.SLOPE 1/2" PER V-0"-'- 2X P.T. WOOD BLOCKING, TYP. T.O. MTL STUD 2X WOOD BLOCKING \ f T.O. MTL STUD VARIES \ `t ;' _ — — — — VARIES S.S. SCREW 2X P.T. WOOD BLOCKING, TYP. CONT S.S. CLIP FASTENED CONT S.S. CLIP -\\ TO 2X WOOD BLOCKING CONT S.S. CLIP FASTENED 00 TO 2X WOOD BLOCKING ` \ SEALANT SEALANT > I I I 3-5/8" MTL. STUD FRAMING / / RE: STRUCTURAL 3-5/8" MTL. STUD FRAMING CONT EIFS PROFILE RE: A303-5 RE: STRUCTURAL _ — 1" ALUMINUM PANELOVER 7/8" CONT EIFS PROFILE RE: A303-5 _ FURRING CHANNEL OVER - r-- -� A X WEATHER BARRIER ON 5/8" FRT 8" MTL, STUD FRAMING RE: y PLYWOOD SHEATHING STRUCTURAL ;'; _- G' MTL. STUD FRAMING RE: -___ --_ STRUCTURAL 1/2" BACKER ROD & SEALANT --------- ------- - ' � — — � ,• ----- --__ --- 1/2" BACKER ROD &SEALANT 5/8" DENSGLASS GOLD SHEATHING 8" MTL. STUD FRAMING RE: 7/8" STUCCO SYSTEM W/ PAINTED = STRUCTURAL SYNTHETIC TOP COAT AND 2 WATER 3 5/8" METAL STUD, SEE RESISTANT BARRIERS ' , _ STRUCTURAL 1"ALUMINUM PANEL OVER 7/8" 5/8" DENSGLASS GOLD SHEATHING FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FRT > 7/8" STUCCO SYSTEM W/ PAINTED PLYWOOD SHEATHING SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS METAL FRAMING W/ STUCCO FINISH DOUBLE METAL FRAMING W/ STUCCO FINISH :XISTING PARAPET :XISTING ROOFING 'X IST. JOIST TO RE 'EESTRUCTURAL 5 E IFS Profile Parapet Cap Detail. Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-0" 5/8" EXT GRADE PLYWOOD SHED S.S. SCREW CONT S.S. CL Existinq High Parapet. 29'.8" DICE TO REMAIN ONE VENEER SYSTEM PER LLATION INSTRUCTIONS, ISTURE BARRIERS @ STUD TETE SIDEWALK TO T.O. Floor Slab Ak- V - o' Wail Section SCALE: 1/2" = 1'-0" CONT .045 EPDM LINER CMU 8 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" ANNODIZED ALUMINUM PARAPET CAP 2X P.T. WOOD BLOCKING, TYP T.O. EXIST. PARAPET 28' - 0' CONT S.S. CLIP FASTENED TO 2X WOOD BLOCKING SEALANT AZi]�:��1�9�:L]� IL�:LLcTii� 3-5/8" MTL. STUD FRAMING RE: STRUCTURAL 5/8" DENSGLASS GOLD SHEATHING 1/2" BACKER ROD &SEALANT EXISTING CMU WALL EXISTING 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT WATER PROOF PAINT - EXISTING 5/8" EXT GRAI PLYWOOD SF S.S. SCREW CONT S.S. CL CMU AND METAL FRAMING 9 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 4NNODIZED ALUMINUM 'ARAPET CAP ?X P.T. WOOD 3LOCKING, TYP. T.O. MTL STUD VARIES :ANT S.S. CLIP FASTENED TO 2X WOOD BLOCKING SEALANT 3-5/8" MTL. STUD FRAMING RE: STRUCTURAL ;ONT EIFS PROFILE RE: A303-5 6" MTL. STUD FRAMING RE: STRUCTURAL /2" BACKER ROD & SEALANT 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 4X4X4 CLIP. SEE STRUCTURAL EXISTING CMU WALL WATER PROOF PAINT - EXISTING 5/8" DENSGLASS GOLD SHEATHING :. U) z ..,�. a FA ✓ 90 m rn Y � � Q' N p p >L w F- U) o 0 [O a u- s kn L Z a! co J CD 0 S U 0 CU N _(D C aO 7 O Li - Lu W � cu U Cy) Cn d U) z ..,�. > o Jm � m rn Y � � ® w >L w F- U) o 0 [O a u- s CD L Z a! co J CD 0 S U 0 s CU N _(D C aO 7 O Li - Lu W � cu U Cy) Cn d A303 U) z ..,�. > o Jm � m rn Y � � ® w >L w F- U) A303 Ln � Y � � o N Z [O a CV CD a� Q s uj z U Y O N IW- c Q W o 73 a r� ¢ 0 x U ate) � m w cr) � w 0- 0 A303 L2 Z [O CV Q W uj z d LJ Y O N IW- O Q W [t a a r� ¢ 0 x U A303 8" METAL STUD, SEE STRUCTURAL EXISTING ROOFING SYSTEM TO RE MAI ! li! ` Wii 1 2'- 8 1/4" EXISTING STOREFRONT TO REMAIN, TYP. _ Existin_g Hi h Para et 24' 0" A304-5 4" METAL. STUD, SEE STRUCTURAL 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED -- SYNTHETIC TOPCOAT AND 2 WATER RESISTANT BARRIERS A301 9 A30 r. —1 8 ' 4-j-, T.O. Existing_StoreFront Alk 10, _ OII A301-6 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED ---- SYNTHETIC TOPCOAT AND 2 WATER RESISTANT BARRIERS EXISTING WALLTO REMAIN A302-7 - ELDORADO STONE VENEER SYSTEM PER \\ MANUF. INSTALLATION INSTRUCTIONS, 3,_ 0 PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS ELDORADO STONE VENEER SYSTEM PER A302-5 ;,, 1 h I MANUF. INSTALLATION INSTRUCTIONS, SIM #i \� PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS cI I EXISTING CONCRETE SIDEWALK TO REMAIN \ ' \, T.O. Floor Slab 01.011 f d R. a 4 • - exs a\c &wx„wn'««; - - : a .v,..-vm&:ati. xu :w .n n enumetn-z< ,+vwk; Fk:. a ass:FwM sari'»aa-u w:isva-dn::».++ x.4a- a .... - a.» q.�w. j : I r . € I f < � I � ,I ......E : ._,.. .,_...........__ .........: f r € -. ._.. E i i E f "f e rr . Wall Section SCALE: 1/2" = 1€-0€€ METALSTUD FRAMING, RE: STRUCTURAL 5/8" DENSGLASS STUCCO "BROWN" COAT, - LEVELING COAT STUCCO "SCRATCH"RASE COAT '- PAPER BACKED METAL LATH, EMBEDDED IN BASE COAT STUCCO FINISH COAT RE: ELEVATIONS FOR FINISH TEXTURE 7/8" TOTAL STUCCO THICKNESS (2) VAPOR BARRIERS - NOTE: REGULAR LATH MAY BE USED PROVIDING LATH IS FURRED OUT 1/4" AND IS USED IN CONJUNCTION WITH WATER- PROOF BUILDING PAPER OR FELT. Stucco Wall Detail SCALE: 1 1/2" = 1'-0" 8" METAL STUD, SEE STRUCTURAL'.CEVI EXISTING ROOFING SYSTEM TO REMAIN Q _ w - II / x yr �.rrn.m.x.m )3 e.aa EXIST. STEEL BEAM TO REMAIN. SEE STRUCTURAL _ I I I ICI I 1 I 3 5/8" METAL STUD, SEE STRUCTURAL 101 1 t - I I 1 EXISTING METAL FRAMING TO REMAIN. ' FINISHES TO BE REMOVED I 1 01'"'�' I L7 `'::> — (� 101 A307-7"� T. cl) l II __ ..... ..........IT I 0 0 , i —-- - EXISTING STOREFRONT TO REMAIN, TYP. E1 - Oil f• A303-7 T.O. Frame 24'- 0" A309-4 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS A304-5 PROVIDE EXT. GRADE PLYWOOD SHEATHING Q TENANT SIGN LOCATIONS '` ---- 4" METAL STUD, SEE STRUCTURAL A301-9 T.O. Ex1Z n StoreFront A301-8 A301-6 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT STUCCO FINISH SYSYEM „\ \ RE: ELEVATIONS SCREW ATTACHED AS PER \\ MANUFACTURER'S \\ RECOMMENDATION LATHING \ I VINYL CORP 1" CHANNEL REVEAL CS 78-100 SEE ELEVATIONS )CTURAL WALL SECTIONS " ^ \ y 1 F WATER RESISTANT \ \, BARRIER N\ 5 Channel Screed Detail SCALE: 12" = 1'-0" N `, ' I . �rn w , «IQI SAW CUT .>za...x.. w.na aau - axk ! ,/ f,.,. m.*. Mn«:sssk i I 1 rvssYW .+w ..a .• .:.;.,.. V -- PATCH AND REPAIR SEAM �d O 0 EXIST, STEEL BEAM TO REMAIN. w7. 1 j a z SEE STRUCTURAL -- --_-_----- I I I 3 5/8" METAL STUD, SEE STRUCTURAL MATCH EXISTING cwt I { 1 I I z SCREW ATTACHED AS PER \ \\ \ r MANUFACTURER'S RECOMMENDATION Z o cc) Z cz cy- N H 0I EXISTING METAL FRAMING TO REMAIN. W I I I I L FINISHES TO BE REMOVED VINYLCORP 1" CHANNEL U REVEAL CS 78-100 \\. SEE ELEVATIONS C \\EXISTING WALLTO REMAIN, c) CE _ _ -- 1 1 I - .,—..».-... 77 1 « 101 \ \\ \\ s WATER RESISTANT BARRIER TO BE VJ PRESERVED. DO V) A307-7 t^ - NOT DAMAGE \ `\ \ ` PATCH AND REPAIR SEAM \\ l II - SAW CUT a w 2'- 8 1/4" EXISTING STOREFRONT TO REMAIN, TYP. _ Existin_g Hi h Para et 24' 0" A304-5 4" METAL. STUD, SEE STRUCTURAL 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED -- SYNTHETIC TOPCOAT AND 2 WATER RESISTANT BARRIERS A301 9 A30 r. —1 8 ' 4-j-, T.O. Existing_StoreFront Alk 10, _ OII A301-6 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED ---- SYNTHETIC TOPCOAT AND 2 WATER RESISTANT BARRIERS EXISTING WALLTO REMAIN A302-7 - ELDORADO STONE VENEER SYSTEM PER \\ MANUF. INSTALLATION INSTRUCTIONS, 3,_ 0 PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS ELDORADO STONE VENEER SYSTEM PER A302-5 ;,, 1 h I MANUF. INSTALLATION INSTRUCTIONS, SIM #i \� PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS cI I EXISTING CONCRETE SIDEWALK TO REMAIN \ ' \, T.O. Floor Slab 01.011 f d R. a 4 • - exs a\c &wx„wn'««; - - : a .v,..-vm&:ati. xu :w .n n enumetn-z< ,+vwk; Fk:. a ass:FwM sari'»aa-u w:isva-dn::».++ x.4a- a .... - a.» q.�w. j : I r . € I f < � I � ,I ......E : ._,.. .,_...........__ .........: f r € -. ._.. E i i E f "f e rr . Wall Section SCALE: 1/2" = 1€-0€€ METALSTUD FRAMING, RE: STRUCTURAL 5/8" DENSGLASS STUCCO "BROWN" COAT, - LEVELING COAT STUCCO "SCRATCH"RASE COAT '- PAPER BACKED METAL LATH, EMBEDDED IN BASE COAT STUCCO FINISH COAT RE: ELEVATIONS FOR FINISH TEXTURE 7/8" TOTAL STUCCO THICKNESS (2) VAPOR BARRIERS - NOTE: REGULAR LATH MAY BE USED PROVIDING LATH IS FURRED OUT 1/4" AND IS USED IN CONJUNCTION WITH WATER- PROOF BUILDING PAPER OR FELT. Stucco Wall Detail SCALE: 1 1/2" = 1'-0" 8" METAL STUD, SEE STRUCTURAL'.CEVI EXISTING ROOFING SYSTEM TO REMAIN Q _ w - II / x yr �.rrn.m.x.m )3 e.aa EXIST. STEEL BEAM TO REMAIN. SEE STRUCTURAL _ I I I ICI I 1 I 3 5/8" METAL STUD, SEE STRUCTURAL 101 1 t - I I 1 EXISTING METAL FRAMING TO REMAIN. ' FINISHES TO BE REMOVED I 1 01'"'�' I L7 `'::> — (� 101 A307-7"� T. cl) l II __ ..... ..........IT I 0 0 , i —-- - EXISTING STOREFRONT TO REMAIN, TYP. E1 - Oil f• A303-7 T.O. Frame 24'- 0" A309-4 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS A304-5 PROVIDE EXT. GRADE PLYWOOD SHEATHING Q TENANT SIGN LOCATIONS '` ---- 4" METAL STUD, SEE STRUCTURAL A301-9 T.O. Ex1Z n StoreFront A301-8 A301-6 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT STUCCO FINISH SYSYEM „\ \ RE: ELEVATIONS SCREW ATTACHED AS PER \\ MANUFACTURER'S \\ RECOMMENDATION LATHING \ I VINYL CORP 1" CHANNEL REVEAL CS 78-100 SEE ELEVATIONS )CTURAL WALL SECTIONS " ^ \ y 1 F WATER RESISTANT \ \, BARRIER N\ 5 Channel Screed Detail SCALE: 12" = 1'-0" N `, ' I . �rn �, SAW CUT U \ �� •. 'N V -- PATCH AND REPAIR SEAM �d O 0 Lu F- w7. u .. a z O a rn o NEW STUCCO FINISH SYSYEMTO U) co i� - MATCH EXISTING \ \ � z SCREW ATTACHED AS PER \ \\ \ r MANUFACTURER'S RECOMMENDATION Z o cc) Z cz O N H LATHING w W VINYLCORP 1" CHANNEL U REVEAL CS 78-100 \\. SEE ELEVATIONS C \\EXISTING WALLTO REMAIN, o \ \\ \\ s WATER RESISTANT BARRIER TO BE VJ PRESERVED. DO V) t^ - NOT DAMAGE \ `\ \ ` PATCH AND REPAIR SEAM \\ SAW CUT a w 6 Channel Screed Detail on Existing Stucco SCALE: 12" = 1'-0" EXISTING ROOFING SYSTEM TO 21'-01/2" 1 EXIST. STEEL BEAM TO REMAIN. SEE STRUCTURAL o I 1 1 € 3 5/8" METAL STUD, SEE STRUCTURAL I 10 1 1 1 I 1 I f T) , EXISTING METAL FRAMING TO REMAIN. FINISHES TO BE REMOVED 101 00 CJ 0 I ,.a �.i T.O. Existiria StoreFront 10' - 0" EXISTING STOREFRONT TO REMAIN, TYP. 1 ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS s e 0111 A302-5 EXISTING CONCRETE SIDEWALK TO r t;{ SIM REMAIN ,,: T.O. Floor Slab z }A 5 - f V� Y .L s 1 I .... I ., _.... .... y ........ € . f .. .. i. . f I Z i f i........ - €Ej I ..........I II I 1 V I wwr«E„� I � ._.... � �,.. � ,_ ..... ., .......III',. ,II...,...�I _........... ..I r I Wall Section SCALE: 1/2" = 1'-0" WATER RESISTANT BARRIER - y STUCCO FINISH SYSYEM RE: ELEVATIONS NEW STRUCTURAL WALL SCREW ATTACHED AS PER MANUFACTURER'S RECOMMENDATION k, LATHING 1 VINYL CORP 1" CHANNEL REVEAL FCS 78-100 1 SEE ELEVATIONS EXISTING STUCCO SYSTEM EXISTING STRUCTURAL WALL »vvvv , Channel Screed Detail SCALE: 12" = 1'-0" 1U U) Cll 0 06 0 W U) L9 Cz W W �rn �, 0. '..j U e V 0 �d O 0 Lu F- w7. u .. a z O a rn o U) co i� - � z o x r-{{, 0 1U U) Cll 0 06 0 W U) L9 Cz W W �rn 4 U e V 0 E O 0 Lu F- 1U U) Cll 0 06 0 W U) L9 Cz W W �rn 4 U >� N 0 E O 0 Lu F- w7. u .. a z O a rn o U) co i� - � z o x 0 Z o cc) Z 1U U) Cll 0 06 0 W U) L9 Cz W W �rn 4 U >� N 0 o c� A Lu F- _ +E a z O a rn o U) co i� - 1U U) Cll 0 06 0 W U) L9 Cz W W 0 �rn 4 ¢w zQ W j F LL A Lu F- _ v) 0 4 O A � N 0 Q o � Z Q o cz O N H w W U C o w!^ VJ V) t^ - a w 0 z 0 Q o N Z Q W cz O N H W 0 EXISTING ROOFING SYST 5/8"EXT. GRADE PLYWOOD SHEATHING 6" MTL. STUD FRAMING SEE STRUCTURAL 2X W.D. BLOCKING S.S. SCREW --� CONT S.S. CLIP --- \ 8" MTL. STUD FRAMING l �I SEE STRUCTURAL V ALUMINUM PANEL OVER 7/8" FURRING CHANNELOVER WEATHER BARRIER ON 5/8" FRT PLYWOOD SHEATHING 3 5/8" METAL STUD, SEE STRUCTURAL CONT. TRACK ATTACH TO EXIST. SEE STRUCTURAL EXIST. CMU PARAPET TO REMAIN Existin Low • ow Parapet 19' - 4" Wall Section SCALE: 1/2" = 1'-0" Lamesr.� 5 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" ANNODIZED ALUMINUM LTO REMAIN .F.S. TRIM PROFILE NEER SYSTEM PER J INSTRUCTIONS, BARRIERS @ STUD SIDEWALK TO T.O. Floor Slab 01-0' =01101111 1IWO UTAII1 T.O. Frame 22'- 0" PARAPET CAP X —_ 0__ CONT .045 EPDM LINER CMU. SEE STRUCTURAL -1 Existing Low Parapet. (2) P.T. WOOD BLOCKING _— lu / Xv- T.O. MTL STUD 3 5/8" METAL STUD, SEE STRUCTURAL LOPE 1/2" PER V-0" VARIES 1 I (2) P.T. WOOD BLOCKING CONT S.S. CLIP 5/8" EXT. GRA REMAIN - 7/8" STUCCO SYSTEM W/ PAINTED _-�- 6" METAL STUD, SEE STRUCTURAL �) SYNTHETIC TOP COAT AND 2 6" MTL. STUD w WATER RESISTANT BARRIERS SEE STRUCTI ``- 7/8" FASCIA DRIP SCREED EXISTING ROOFING SYSTEM ---- BACKER ROD AND SEALANT CONT. TRACK ATTACH TO EXIST. - --- "J" CHANNEL y — -- ADD SELF ADHERED MEMBRANE S.S. SCREW r— FLASHING N -- 7/8" STUCCO SYSTEM W/ =o 70 PAINTED SYNTHETIC TOP COAT SYSTEM OVER FURRING CHANNEL O 2 X 10 P.T. WOOD BLOCKING CONT S.S. CL PRE-MANUFACTERED = RESISTANT BARRIERS METAL F LASHING EXISTING PARAPET WALL 2 X 2 P.T. WOOD BLOCKING 7/8" FASCIA DRIP 1 I I 0 1 0 1" ALUMINUM ---- �" CONT EIFS 2 X 4 PROFILE OVER 7/8" FUI BACKER ROD AND SEALANT CHANNELOVI -t_ 7/8" STUCCO SYSTEM W/ BARRIER ON PAINTED SYNTHETIC TOP PLYWOOD SF COAT AND 2 WATER "J" CHANNEL EXISTING ROOFING ROOFING SYSTEM RESISTANT BARRIERS 8"MTL. STUD FRAMING 8" MTL. STUD 5/8" DENSGLASS GOLD SEE STRUCTI SEE STRUCTURAL SHEATHING 6" MTL. STUD 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP � FRAMING RE. COAT AND 2 WATER STRUCTURALS =01101111 1IWO UTAII1 T.O. Frame 22'- 0" 3 5/8" METAL STUD, SEE STRUCTURAL — X —_ 0__ I CMU. SEE STRUCTURAL -1 Existing Low Parapet. PRE -FORMED METAL WALL PANEL _— lu / Xv- A303-7 3 5/8" METAL STUD, SEE STRUCTURAL LOPE 1/2" PER V-0" F.R.T. PLYWOOD ON ALL NEW MTL 1 I (2) P.T. WOOD BLOCKING FRAMED WALLS FOR EXISTING TENANT EXISTING PARAPET WALL TO REMAIN - SIGNAGE, TYP _-�- 6" METAL STUD, SEE STRUCTURAL �) O M w SYNTHETIC TOP COAT AND 2 WATER O O � RESISTANT BARRIERS EXISTING ROOFING SYSTEM I 5/8" DENSGLASS GOLD SHEATHING CONT. TRACK ATTACH TO EXIST. O 6" METAL STUD, SEE STRUCTURAL y — CONT S.S. CLIP CMU. SEE STRUCTURAL I---- - _ - r— 7/8" STUCCO SYSTEM W/ N PRE-FORME D METAL WALL PANEL o =o 70 SYSTEM OVER FURRING CHANNEL O COAT AND 2 WATER v = RESISTANT BARRIERS EL EXISTING PARAPET WALL TO REMAIN 7/8" FASCIA DRIP 1 I I 0 1 0 SCREED I BACKER ROD AND SEALANT o -t_ Iol 1 "J" CHANNEL EXISTING ROOFING ROOFING SYSTEM TO REMAIN- 8"MTL. STUD FRAMING w SEE STRUCTURAL 43) U) 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP � N m COAT AND 2 WATER A RESISTANT BARRIERS PRE -MANUFACTURED � ;' METALFLASHING 2 X 4 P.T. WOOD BLOCKING W CONT EIFS 2 X 4 PROFILE n_ EXIST. JOIST TO REMAIN. EXISTING 5/8" STUCCO SYSTEM �. W/ PAINTED SYNTHETIC TOP SEE STRUCTURAL Z COAT EXISTING CMU WALL TO REMAIN-- =01101111 1IWO UTAII1 T.O. Frame 22'- 0" 4X4X4 CLIP. SEE STRUCTURAL �" _..... T.0 Existing StoreFront A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. 6 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" ANNODIZED ALUMINUM PARAPET CAP CONT .045 EPDM LINER (2) P.T. WOOD BLOCKING ). MTL STUD TRIES CONT S.S. CLIP 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 7/8" FASCIA DRIP SCREED BACKER ROD AND SEALANT "J" CHANNEL CONT EIFS 2 x 8 PROFILE 5/8"DENSGLASS GOLD SHEATING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" EXT. GRADE PLYWOOD SHEATHING - 6" MTL. STUD FRAMING SEE STRUCTURAL 2X W.D. BLOCKING - S.S. SCREW CONT S.S. CLIP 1" ALUMINUM PANEL OVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FRT PLYWOOD SHEATHING CONT, TRACK ATTACH TO EXIST. SEE STRUCTURAL EXISTING CMU WALL - T.O. Frame I } — -_ 22'- 0° A303-7 Wt I � 1 Existing Low Parag_et: I I 19' - 4" 3 5/8" METAL STUD, SEE STRUCTURAL — 7/8" STUCCO SYSTEM W/ PAINTED CONT. TRACK ATTACH TO EXIST. ZQ I CMU. SEE STRUCTURAL -1 Existing Low Parapet. PRE -FORMED METAL WALL PANEL 19 -4 SYSTEM OVER FURRING CHANNEL REPLACE DENSGLASS SHEATHING WITH CONT .045 EPDM LINER LOPE 1/2" PER V-0" F.R.T. PLYWOOD ON ALL NEW MTL -- 5/8" DENSGLASS GOLD SHEATHING (2) P.T. WOOD BLOCKING FRAMED WALLS FOR EXISTING TENANT EXISTING PARAPET WALL TO REMAIN - SIGNAGE, TYP _-�- 6" METAL STUD, SEE STRUCTURAL �) 7/8" STUCCO SYSTEM W/ PAINTED M w SYNTHETIC TOP COAT AND 2 WATER O O co RESISTANT BARRIERS EXISTING ROOFING SYSTEM TO REMAIN-, 5/8" DENSGLASS GOLD SHEATHING U O 6" METAL STUD, SEE STRUCTURAL y — CONT S.S. CLIP 4X4X4 CLIP. SEE STRUCTURAL �" _..... T.0 Existing StoreFront A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. 6 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" ANNODIZED ALUMINUM PARAPET CAP CONT .045 EPDM LINER (2) P.T. WOOD BLOCKING ). MTL STUD TRIES CONT S.S. CLIP 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 7/8" FASCIA DRIP SCREED BACKER ROD AND SEALANT "J" CHANNEL CONT EIFS 2 x 8 PROFILE 5/8"DENSGLASS GOLD SHEATING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" EXT. GRADE PLYWOOD SHEATHING - 6" MTL. STUD FRAMING SEE STRUCTURAL 2X W.D. BLOCKING - S.S. SCREW CONT S.S. CLIP 1" ALUMINUM PANEL OVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FRT PLYWOOD SHEATHING CONT, TRACK ATTACH TO EXIST. SEE STRUCTURAL EXISTING CMU WALL - T.O. Frame I } — -_ 22'- 0° A303-7 Wt I � 1 Existing Low Parag_et: I I 19' - 4" all 119 \- -\ 4X4X4 CLIP. SEE STRUCTURAL Existing.StoreFront A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALKTO REMAIN 1.0_Floor Slab N. ' ......-..........._..._...,..I.....I..-..._.....•..............._`.�,V : a: J' .�_,. ..�.....•..........I I .. ,....._....... (,.I.,.....I.__I.AI ...............-.......I..,.I .,.(............._._.WI.............-.._..............._..__...- ........... ........-......... ..............µ, .. .I ........-..... I I.._.._....._7.I Wall Section SCALE: 1/2" = 1'-0" 2' - 2" u) 7/8" STUCCO SYSTEM W/ PAINTED ANNODIZED ALUMINUM I SYNTHETIC TOP COAT AND 2 WATER U PARAPET CAP RESISTANT BARRIERS U� m� 101 CONT .045 EPDM LINER LOPE 1/2" PER V-0" ------ -- 5/8" DENSGLASS GOLD SHEATHING (2) P.T. WOOD BLOCKING II fin kn Q _-�- 6" METAL STUD, SEE STRUCTURAL all 119 \- -\ 4X4X4 CLIP. SEE STRUCTURAL Existing.StoreFront A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALKTO REMAIN 1.0_Floor Slab N. ' ......-..........._..._...,..I.....I..-..._.....•..............._`.�,V : a: J' .�_,. ..�.....•..........I I .. ,....._....... (,.I.,.....I.__I.AI ...............-.......I..,.I .,.(............._._.WI.............-.._..............._..__...- ........... ........-......... ..............µ, .. .I ........-..... I I.._.._....._7.I Wall Section SCALE: 1/2" = 1'-0" 2' - 2" 7 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" EXISTING WALL TO REMAIL` 4 Wall Section SCALE: 1/2" = 1'-0" 5/8" EXT. GRADE PLYWOOD SHEATHING 6" MTL. STUD FRAMING SEE STRUCTURAL 2X W.D. BLOCKING S.S. SCREW -- - CONT S.S. CLIP 1" ALUMINUM PANELOVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FRT PLYWOOD SHEATHING 8" MTL. STUD FRAMING SEE STRUCTURAL 3 5/8" METAL STUD, SEE STRUCTURAL CONT. TRACK ATTACH TO - EXIST. SEE STRUCTURAL EXISTING CMU WALLTO REMAIN 2'-2 xisting_Low Parapet. 19' - 4" WALL TO REMAIN JOUS E.I.F.S. TRIM PROFILE Existing StoreFront 10' - 0" IEFRONT TO REMAIN, TYP. JNE VENEER SYSTEM PER _LATION INSTRUCTIONS, ISTURE BARRIERS « STUD RETE SIDEWALK TO T.O. Floor Slab o' - o" ANNODIZED ALUMINUM PARAPET CAP CONT .045 EPDM LINER SLOPE 1/2" PER V-0` (2) P.T. WOOD BLOCKING all T:O. MTL STU - _ - - - _ _ VARIES CONT S.S. CLIP - - - - - - - - - - - 1 7/8" STUCCO SYSTEM W/ I 1 10 J 1 _ PAINTED SYNTHETIC TOP COAT AND 2 WATER aRESISTANT BARRIERS I I 1 I G 7/8" FASCIA DRIP SCREED BACKER ROD AND SEALANT "J" CHANNEL CONT EIFS 2 x 8 PROFILE 6" MTL. STUD FRAMING SEE STRUCTURAL 7/8" STUCCO SYSTEM W/ y, PAINTED SYNTHETIC TOP COAT " •" _� _� AND 2 WATER RESISTANT > BARRIERS 4X4X4 CLIP. SEE STRUCTURAL 5/8" DENSGLASS GOLD 1 I SHEATHING 8 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" u) ANNODIZED ALUMINUM sew l d U PARAPET CAP U� m� 1 CONT .045 EPDM LINER LOPE 1/2" PER V-0" ------ (2) P.T. WOOD BLOCKING 0 p fin kn Q T.O. MTL STUD �) o M w r O O O co VARIES I; �. U O a� U) y — CONT S.S. CLIP - - - - - _ - r— 7/8" STUCCO SYSTEM W/ N o =o PAINTED SYNTHETIC TOP O COAT AND 2 WATER v = RESISTANT BARRIERS EL 0 7/8" FASCIA DRIP 1 I I 0 1 0 SCREED I BACKER ROD AND SEALANT o -t_ 1 "J" CHANNEL .F a 8"MTL. STUD FRAMING w SEE STRUCTURAL 43) U) 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP � N m COAT AND 2 WATER A RESISTANT BARRIERS PRE -MANUFACTURED � ;' METALFLASHING 2 X 4 P.T. WOOD BLOCKING W CONT EIFS 2 X 4 PROFILE n_ EXISTING 5/8" STUCCO SYSTEM 0 W/ PAINTED SYNTHETIC TOP Z COAT 7 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" EXISTING WALL TO REMAIL` 4 Wall Section SCALE: 1/2" = 1'-0" 5/8" EXT. GRADE PLYWOOD SHEATHING 6" MTL. STUD FRAMING SEE STRUCTURAL 2X W.D. BLOCKING S.S. SCREW -- - CONT S.S. CLIP 1" ALUMINUM PANELOVER 7/8" FURRING CHANNEL OVER WEATHER BARRIER ON 5/8" FRT PLYWOOD SHEATHING 8" MTL. STUD FRAMING SEE STRUCTURAL 3 5/8" METAL STUD, SEE STRUCTURAL CONT. TRACK ATTACH TO - EXIST. SEE STRUCTURAL EXISTING CMU WALLTO REMAIN 2'-2 xisting_Low Parapet. 19' - 4" WALL TO REMAIN JOUS E.I.F.S. TRIM PROFILE Existing StoreFront 10' - 0" IEFRONT TO REMAIN, TYP. JNE VENEER SYSTEM PER _LATION INSTRUCTIONS, ISTURE BARRIERS « STUD RETE SIDEWALK TO T.O. Floor Slab o' - o" ANNODIZED ALUMINUM PARAPET CAP CONT .045 EPDM LINER SLOPE 1/2" PER V-0` (2) P.T. WOOD BLOCKING all T:O. MTL STU - _ - - - _ _ VARIES CONT S.S. CLIP - - - - - - - - - - - 1 7/8" STUCCO SYSTEM W/ I 1 10 J 1 _ PAINTED SYNTHETIC TOP COAT AND 2 WATER aRESISTANT BARRIERS I I 1 I G 7/8" FASCIA DRIP SCREED BACKER ROD AND SEALANT "J" CHANNEL CONT EIFS 2 x 8 PROFILE 6" MTL. STUD FRAMING SEE STRUCTURAL 7/8" STUCCO SYSTEM W/ y, PAINTED SYNTHETIC TOP COAT " •" _� _� AND 2 WATER RESISTANT > BARRIERS 4X4X4 CLIP. SEE STRUCTURAL 5/8" DENSGLASS GOLD 1 I SHEATHING 8 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" u) G sew l d U m Q, a Z U� m� 1 b W d E 0 p O kn Q �) o M w r O O O co Q I; �. u) G sew l d .� CA m Q, a Z U� m� 1 > r N W d E 0 p O r LL EO �) o M w r O O O co Q � z U z z ® a� U) (D UA Q C) W N u) G sew l d .� CA m Q, a Z U� m� 1 > r N W d _ o � o�� 2 O r LL EO COG CO L Z (D a O w ( /� c0 ct5 co a u) G sew l d .� CA m Q, a Z Z 1 L" J m ~ `n w � o 2 N G W CD U N Q C) W N o =o a� O a v = o EL 0 rn 0 c o .F a w 43) U) � N m � A � W n_ 0 Z O 2 G W U N Q W N o =o O a v = o EL 0 0 0 A303-7 J.T.O. Fra me X 22 8" METAL STUD, SEE STRUCTURAL O CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL m _ Existing Parapet 19' 4" F � 3 5/8" METAL STUD, SEE STRUCTURAL PRE FORMED METAL WALL PANEL _ -----------------7/8" STUCCO SYSTEM W/ PAINTED SYSTEM OVER FURRING CHANNEL I ISYNTHETIC TOP COAT AND 2 WATER I ? EXISTING PARAPET WALLTO REMAIN ------ 101 RESISTANT BARRIERS REPLACE DENSGLASS SHEATHING WITH EXISTING ROOFING SYSTEM TO REMAIN I I F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP ------ 5/8" DENSGLASS GOLD SHEATHING gam. EXIST. JOIST TO REMAIN. SEE STRUCTURAL --T EXISTING CMU WALLTO REMA ' iUi ----- 6" METAL STUD, SEE STRUCTURAL ' yr I 4X4X4 CLIP. SEE STRUCTURAL EXISTING STOREFRONT TO REMAIN, TYP. T.O. Existing Storefront 1U'-0.. A301-6) A301-8 2X PT WOOD BLOCKING FASTENER PER CANOPY ENGINEER BACKER ROD &SEALANT EXISTING 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT TRELLIS DETAIL W/ STORE FRONT AND CMU WALL Trellis Support SCALE: 1" = 1'-0" TRELLIS DETAIL W/CMU AND 6 Trellis Support SCALE: 1" = 1'-0" M I L. b I UU I-HAMINU HL. b I HUU I URAL STUCCO SYSTEM RE: ELEVATIONS 4STENER W/ NEOPRENE WASHER -ASHING { PT WOOD BLOCKING RE -MANUFACTURED 6x2xl/4 TRUCTURAL STEEL FRAMING �E.STRUCTURAL TRAP TPO SYSTEM OVER DENSEGLASS OLD SHEATHING 4PERED INSULATION 1/2" PLYWOOD SHEATHING —SLOPE 1/4" PER V-0"— TENER PER CANOPY INEER STUCCO SYSTEM W/ PAINTED THETIC TOP COAT AND 2 WATER ISTANT BARRIERS DENSGLASS GOLD SHEATHING (4 CLIP. SEE STRUCTURAL IT. TRACK ATTACH TO EXIST. STRUCTURAL FASCIA DRIP SCREED J -CASING BEAD SECTION IT SEALANT AND BACKER ROD -SECTION ;TING 5/8" STUCCO SYSTEM AINTED SYNTHETIC TOP T ;TING CMU WALL TO REMAIN SLOF 9 A401 TRE LLIS DETAI L AN D CO LU MN 7 Trellis Support SCALE: 1" = 1'-0" PRE -FORMED METAL WALL PANEL_ SYSTEM OVER FURRING CHANNEL I EXISTING ROOFING SYSTEM TO RE MA EXIST. JOIST TO REMAIN. SEE STRUCTURAL -- T.O. Parapet 24'_ 0" 101 101—_0 — 0 III I A3oa-s T.O. Parapet 22' 0" — - - A305-_6 U� U101 SIM I I I III CONT. TRACK ATTACH TO EXIST. PRE -FORMED METAL WALL PANEL CMU. SEE STRUCTURAL U CONT. TRACK ATTACH TO EXIST. SYSTEM OVER FURRING CHANNEL - CMU. SEE STRUCTURAL °,r — Existing Parapet 20'_ 0" 4X4X4 CLIP. SEE STRUCTURAL _ Existing Low Parapet. OLU OI - 19' -4" SHEATHING IU PROVIDE EXT. GRADE PLYWOOD 7/8" STUCCO SYSTEM W/ PAINTED EXISTING PARAPET WALL TO REMAIN- I LOCATIONS TENANT SIGN SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS I r l I I 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED - 5/8" DENSGLASS GOLD SHEATHING A309-5 SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS — 6" METAL STUD, SEE STRUCTURAL �- 6" METAL STUD, SEE STRUCTURAL EXISTING CMU WALLTO REMAIN EXISTING ROOFING SYSTEM TO REMAINff —� ' -t a A302-8 t -,� A301-9 I I A301-9 g EXIST. JOIST TO REMAIN. �\ _ 5/8" STUCCO SYSTEM W/ PAINTED II SEE STRUCTURAL �� —��- _: ,,��j, �---��*SYNTHETIC TOP COAT I EXISTING CMU WALLTO REMAIN t � T.O. Existing Storefront _ _ I T.O. Existing StoreFront 10' 0" A301-6 A301-8 i A301-5 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN T.O. Floor Slab ` , _ JA • tA. "�f ... A, • • A ^ 01 - oil J .. 117 ...... ......... .. L F1 I 1=�I I I Wall Section's--:.� SCALE: 1/2" = 1'-0" QUICKSEAM FLASHING ULTRAPLY TPO QUICKPRIME 1 1/2" PLYWOOD SHEATHING TPO SYSTEM DRIP STOP EDGE CONTINUOUS CLEAT PRE -MANUFACTURED 6x2x1/4 STRUCTURAL STEEL FRAMING - SEE STRUCTURALS PRE -MANUFACTURED 12x2x1/4 STRUCTURAL STEEL FRAMING -SEE STRUCTURALS PRE -MANUFACTURED SILL BY STONE VENEER MANUFR, PRE -MANUFACTURED STONE VENEER EXISTING COLUMN TO REMAIN 5/8" EXT. GRA PLYWOOD SI- S.S. SCREW CONT S.S. CL 8 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" EXISTING STOREFRONT TO REMAIN, TYP. II{ A302-6 e ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS EXISTING CONCRETE SIDEWALK TO I I REMAIN a..1 ,. T.O. Floor Slab • A /.. OI oil _ J _ Wall Section` SCALE: 1/2" = 1'-0" CONT .045 EPDM LINER ANNODIZED ALUMINUMANNODIZED CONT .045 EPDM—SLOPE 1/2" PER 1'-0"--- ALUMINUM PARAPET CAP LINER Q� PARAPET CAP 2X P,T. WOOD 5/8" EXT. GRADE N � 2X P.T. WOOD BLOCKING, TYP. PLYWOOD SHEATHING o o -� 0 BLOCKING, TYP. MTLSTUD VARIES S.S. SCREW >"- j I T.O. MTL STUD VARIES o a CONT S.S. CLIP I { " ; < CONT S.S. CLIP d �_.. I ( �— CONT S.S. CLIP SEALANT o r I ;:`; SEALANT 2X P.T, WOOD v — 2X P.T. WOOD BLOCKING, TYP. EXISTING METAL STUD BLOCKING, TYP. PARAPET WALL TO REMAIN 1 1 ` U 4X4X4 CLIP. SEE STRUCTURAL EXISTING 1" ALUMINUM PANEL OVER 7/8" FURRING CHANNELOVER WEATHER 0 6" MTL. STUD FRAMING RE: BARRIER ON 5/8" FRT I STRUCTURAL PLYWOOD SHEATHING. a F- VERIFY IN FIELD `' I 5/8" DENSGLASS GOLD I ( ?. -` 5/8" DENSGLASS GOLD SHEATHING Q ;` SHEATHING 7/8" STUCCO SYSTEM W/ I I ; ; -- 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP I I ' ' PAINTED SYNTHETIC TOP COAT AND 2 WATER COAT AND 2 WATER RESISTANT BARRIERS RESISTANT BARRIERS 9 ParapetCap Detail SCALE: 1 1/2" = 1'-0" 06 t/) 0 U U) LU W z _ Q� z U WC) a 0 a� r' U N � _(D Q � _W � E o o -� 0 .x C/) L w a o rn o a > o o_ Cid < z d _< z > U) o r w U � a 06 t/) 0 U U) LU W z _ Q� z U WC) a 0 a� r' U N _(D Q � _W � o W `2 -� 0 .x C/) L w a � c� co cn o a 06 t/) 0 U U) LU W z _ z U WC) a ¢w U � CD o � L ❑ w U) c� L0 z U WC) a N GO ct NO U � CD o LLJ Y Wcc U U ❑ c� N Q d � � a v — a� U c 0 0 }, ,@ a F- U) Q 2i W 0 z L0 z U WC) a N GO ct NO U O CV ai CV U LLJ Y Wcc U U EXISTING BRACING BEYON EXISTING PARAPET WALL TO REMAIN— EXISTING ROOFING SYSTEM TO REMAIN I EXIST. JOIST TO REMAIN. SEE STRUCTURAL —I-- — EXISTING CMU WALL TO REMAIN EXISTING STOREFRONT TO REMAIN, TYP. A305-5 SIM To cD I01 O 1 1 �I I 1 7/8" STUCCO SYSTEM W/ PAINTED _ SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 4X4X4 CLIP. SEE STRUCTURAL e A302-8 -°� EXISTING PARAPET WALL TO REMAIN T.O. Parapet 24'- 0" Existing Parapet 22'- 0" 19'- 4" XISTING MTL. STUD FRAMING XISTING SHEATING :XISTING STUCCO ;YSTE M 16'- 7" :XISTING STUCCO DRIP ;CREED /2" BACKER ROD W1 SEALANT ;TONE VENEER FINISH IUILDING PAPER AETAL LATH ATTACHED W/ ;ONC SCREWS @ 6" O.0 ERT & 16" O.C. HORIZ. MORTAR SETTING BED MORTAR JOINT EXISTING WALL STUCCO SYSTEM WEEP SCREED GALV. METAL FLASHING CONT. SEALANT CHISELED EDGE WAINSCOT SILL METAL LATH ATTACHED W/ CONC SCREWS @ 6" O.0 VERT & 16" O.C. HORIZ. MORTAR SCRATCH COAT MORTAR JOINT MORTAR SETTING BED ELDORADO STONE VENEER 4X4X4 CLIP. SEE STRUCTURAL -- EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEMTO REMAI EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAI EXISTING STOREFRONT TO REMAIN, TYP.- A303-9 //8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER - RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING _ 6" METAL STUD, SEE STRUCTURAL t'f A302 - 8 I 1 EXISTING PARAPET WALL TO REMAIN 19'-4" A306-5 A306-7 -----SLOPE----- t F T.O. Existing StoreFront U i J 1 t PRE-ENGINEERED STRUCTURAL FRAMING + - SYSTEM 1 1 + O O O 1 I — — A307-8 III SIM I. 0 I-0-11101 L_ _...J EXISTING PARAPET WALL TO REMAIN ,JII �. 101 EXISTING ROOFING SYSTEM TO REMAIN T.O. Frame 22 - 0" Existing Low Parapet. 19'- 4" 7/8" STUCCO SYSTEM W/ PAINTED �1 SYNTHETIC TOP COAT AND 2 WATER Rf/ I I RESISTANT BARRIERS 0 5/8" DENSGLASS GOLD SHEATHING ,€ EXIST. JOIST TO REMAIN. I°I SEE STRUCTURAL �— -- 6" METAL STUD, SEE STRUCTURAL —�-� 101 EXISTING CMU WALLTO REMAIN A307-5 1 } SII °I II ELDORADO STONE VENEER SYSTEM PER _ MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD IOI WALLS 5/8" EXT. GRADE PLYWOOD F -_- ANNODIZED ALUMINUM SHEATHING \ PARAPET CAP 6" MTL. STUD FRAMING -- CONT .045 EPDM LINER � ---___ _ SEE STRUCTURAL SLOPE 1/2" PER 1'-0` \ (2) P.T. WOOD BLOCKING 2X W.D. BLOCKING \ T.O. MTL STUD S.S. SCREW ------ — — — — — — — — — — — VARIES ` C) 0 I 01 _. _ _ — _ — — — — — — — —CONT S.S. CLIP CONT S.S. CLIP I I 4 4'4_ 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP I 1 I COAT AND 2 WATER I I I RESISTANT BARRIERS I 7/8" FASCIA DRIP SCREED 6" MTL. STUD0 FRAMING SEE I I -- BACKER ROD AND SEALANT STRUCTURAL I "J" CHANNEL ------------- - 8" MTL STUD FRAMING 1" ALUMINUM PANEL I I I I--`-- SEE STRUCTURAL OVER 7/8" FURRING ___ CHANNELOVER WEATHER I 7/8" STUCCO SYSTEM W/ BARRIER ON 5/8" FRT 0PAINTED SYNTHETIC TOP PLYWOOD SHEATHING I I I COAT AND 2 WATER RESISTANT BARRIERS CONT. TRACK ATTACH TO - r/� x PRE -MANUFACTURED EXIST. SEE STRUCTURAL + -I- METAL FLASHING '\ 2 X 4 P.T. WOOD BLOCKING 4X4X4 CLIP. SEE STRUCTURAL I I" CONT EIFS 2 X 4 PROFILE ` X 00 - EXISTING 5/8" STUCCO SYSTEM I W/ PAINTED SYNTHETIC TOP COAT EXISTING CMU WALL Stone Veneer Head Detail Eldorado Wainscot Detail Stone Veneer Sill Detail Existing to New Stucco Joint Detail Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-0" 8 SCALE: 1 1/2" = 1'-0" w � I ' IL.111.._ i i i P . q: T.O. Floor Slab 00 0 --- METAL LATH ATTACHED W/ �^y �, N N Q -0 r a r i 1 0 O -2 z z VERT & 16" O.C. HORIZ. 77 r/ � CO U) U) a f .. ........I ......€ E I i. 1 .. € _. € ...€ :.. .. ..I ...I .. . �...� ., .... I .. i E - € E ... 2 Wall Section Z L — � SCALE: 1/2" = 1'-0" ...... 1 1 + O O O 1 I — — A307-8 III SIM I. 0 I-0-11101 L_ _...J EXISTING PARAPET WALL TO REMAIN ,JII �. 101 EXISTING ROOFING SYSTEM TO REMAIN T.O. Frame 22 - 0" Existing Low Parapet. 19'- 4" 7/8" STUCCO SYSTEM W/ PAINTED �1 SYNTHETIC TOP COAT AND 2 WATER Rf/ I I RESISTANT BARRIERS 0 5/8" DENSGLASS GOLD SHEATHING ,€ EXIST. JOIST TO REMAIN. I°I SEE STRUCTURAL �— -- 6" METAL STUD, SEE STRUCTURAL —�-� 101 EXISTING CMU WALLTO REMAIN A307-5 1 } SII °I II ELDORADO STONE VENEER SYSTEM PER _ MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD IOI WALLS 5/8" EXT. GRADE PLYWOOD F -_- ANNODIZED ALUMINUM SHEATHING \ PARAPET CAP 6" MTL. STUD FRAMING -- CONT .045 EPDM LINER � ---___ _ SEE STRUCTURAL SLOPE 1/2" PER 1'-0` \ (2) P.T. WOOD BLOCKING 2X W.D. BLOCKING \ T.O. MTL STUD S.S. SCREW ------ — — — — — — — — — — — VARIES ` C) 0 I 01 _. _ _ — _ — — — — — — — —CONT S.S. CLIP CONT S.S. CLIP I I 4 4'4_ 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP I 1 I COAT AND 2 WATER I I I RESISTANT BARRIERS I 7/8" FASCIA DRIP SCREED 6" MTL. STUD0 FRAMING SEE I I -- BACKER ROD AND SEALANT STRUCTURAL I "J" CHANNEL ------------- - 8" MTL STUD FRAMING 1" ALUMINUM PANEL I I I I--`-- SEE STRUCTURAL OVER 7/8" FURRING ___ CHANNELOVER WEATHER I 7/8" STUCCO SYSTEM W/ BARRIER ON 5/8" FRT 0PAINTED SYNTHETIC TOP PLYWOOD SHEATHING I I I COAT AND 2 WATER RESISTANT BARRIERS CONT. TRACK ATTACH TO - r/� x PRE -MANUFACTURED EXIST. SEE STRUCTURAL + -I- METAL FLASHING '\ 2 X 4 P.T. WOOD BLOCKING 4X4X4 CLIP. SEE STRUCTURAL I I" CONT EIFS 2 X 4 PROFILE ` X 00 - EXISTING 5/8" STUCCO SYSTEM I W/ PAINTED SYNTHETIC TOP COAT EXISTING CMU WALL Stone Veneer Head Detail Eldorado Wainscot Detail Stone Veneer Sill Detail Existing to New Stucco Joint Detail Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-0" 8 SCALE: 1 1/2" = 1'-0" EXISTING WALL � I ' EL P . q: f I 00 0 --- METAL LATH ATTACHED W/ �^y �, N N Q -0 CONC SCREWS @ 6" O.C. �o c � � 0 0 O -2 z z VERT & 16" O.C. HORIZ. w r/ � CO U) U) a N MORTAR SCRATCH COAT o CD r Cz m- z - MORTAR SETTING BED V Z L — � � d W crQ T ...... MORTAR JOINT a� .. �--- ELDORADO STONE VENEER EXISTING STRUCTURAL METAL STUD - WEEP SCREED TO REMAIN - ��— GALV. METAL FLASHING EXISTING SHEETHING -- U BEDDING SEAL UNDER FLASHING EXISTING STUCCO SYSTEM EXISTING SIDEWALK 0 -` BACKER ROD AND SEALANT s' 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER __...__..._r.__.._........_......._::_..._.._____:_;_:_.._.. � RESISTANT BARRIERS U) 5/8" DENSGLASS GOLD SHEATHING L) (D 6" MTL. STUD FRAMING RE: 1 1 + O O O 1 I — — A307-8 III SIM I. 0 I-0-11101 L_ _...J EXISTING PARAPET WALL TO REMAIN ,JII �. 101 EXISTING ROOFING SYSTEM TO REMAIN T.O. Frame 22 - 0" Existing Low Parapet. 19'- 4" 7/8" STUCCO SYSTEM W/ PAINTED �1 SYNTHETIC TOP COAT AND 2 WATER Rf/ I I RESISTANT BARRIERS 0 5/8" DENSGLASS GOLD SHEATHING ,€ EXIST. JOIST TO REMAIN. I°I SEE STRUCTURAL �— -- 6" METAL STUD, SEE STRUCTURAL —�-� 101 EXISTING CMU WALLTO REMAIN A307-5 1 } SII °I II ELDORADO STONE VENEER SYSTEM PER _ MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD IOI WALLS 5/8" EXT. GRADE PLYWOOD F -_- ANNODIZED ALUMINUM SHEATHING \ PARAPET CAP 6" MTL. STUD FRAMING -- CONT .045 EPDM LINER � ---___ _ SEE STRUCTURAL SLOPE 1/2" PER 1'-0` \ (2) P.T. WOOD BLOCKING 2X W.D. BLOCKING \ T.O. MTL STUD S.S. SCREW ------ — — — — — — — — — — — VARIES ` C) 0 I 01 _. _ _ — _ — — — — — — — —CONT S.S. CLIP CONT S.S. CLIP I I 4 4'4_ 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP I 1 I COAT AND 2 WATER I I I RESISTANT BARRIERS I 7/8" FASCIA DRIP SCREED 6" MTL. STUD0 FRAMING SEE I I -- BACKER ROD AND SEALANT STRUCTURAL I "J" CHANNEL ------------- - 8" MTL STUD FRAMING 1" ALUMINUM PANEL I I I I--`-- SEE STRUCTURAL OVER 7/8" FURRING ___ CHANNELOVER WEATHER I 7/8" STUCCO SYSTEM W/ BARRIER ON 5/8" FRT 0PAINTED SYNTHETIC TOP PLYWOOD SHEATHING I I I COAT AND 2 WATER RESISTANT BARRIERS CONT. TRACK ATTACH TO - r/� x PRE -MANUFACTURED EXIST. SEE STRUCTURAL + -I- METAL FLASHING '\ 2 X 4 P.T. WOOD BLOCKING 4X4X4 CLIP. SEE STRUCTURAL I I" CONT EIFS 2 X 4 PROFILE ` X 00 - EXISTING 5/8" STUCCO SYSTEM I W/ PAINTED SYNTHETIC TOP COAT EXISTING CMU WALL Stone Veneer Head Detail Eldorado Wainscot Detail Stone Veneer Sill Detail Existing to New Stucco Joint Detail Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" 7 SCALE: 1 1/2" = 1'-0" 8 SCALE: 1 1/2" = 1'-0" 0 06 c 0 U) J H L -- Lu Lu U) cn z � _j Q ' EL P . q: S 00 0 (� �^y �, N N Q -0 O Y w �o c � � 0 0 O -2 z z � rn o (DCD w r/ � CO U) U) a N E- o CD r Cz Q> z V Z L � � � d W crQ T C) a� .. 0 06 c 0 U) J H L -- Lu Lu U) cn z � _j Q ' EL P . q: <w 2 F- U U r� r- 0 06 c 0 U) J H L -- Lu Lu U) cn z o >cc z¢ 2 F- U U r� r- (� �^y �, N _ Q Q -0 O Y w �o c � � 0 0 O -2 z z � rn o (DCD w r/ � CO U) U) a N E- o CD r Cz Q> z a� Z L � � � d W crQ T 0 06 c 0 U) J H L -- Lu Lu U) cn z o >cc z¢ 2 F- U U r� r- (� �^y �, N _ Q Q -0 O Y w �o c � � 0 W -2 z z � rn o (DCD w r/ � CO U) U) a N 0 06 c 0 U) J H L -- Lu Lu U) cn z o >cc z¢ 2 F- U w n j (� w w _ Q 0 LO 2 F- U 9 CD -,r N r1 N to O _ Q 0 O Y w rs 0 0 N OC 2 N E- D 0 U I- C) a� U U c 0 o .� '- w � U) L) (D 0 w a 6 z In 2 F- U 9 CD -,r N r1 N to O _ Q L U O Y w rs 0 CC Q OC 2 E- D O U EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEMTO REMAIN - EXIST. JOIST TO REMAIN. SEE STRUCTURAL - EXISTING CMU WALL TO RE EXISTING STOREFRONT TO REMAIN, TYP. A305 -� SIM T.O. Parapet 22'. 0" _ 0 0 0 0 0 I ' I Iii 10Cal 111 _ Existing Low Parapet. IoI I T 19'- 4" REPLACE DENSGLASS SHEATHING WITH F.R.T. PLYWOOD ON ALL NEW MTL IoI ��- FRAMED WALLS FOR EXISTING TENANT 3 SIGNAGE, TYP 101 \ - 4X4X4 CLIP. SEE STRUCTURAL -=� 7/8" STUCCO SYSTEM W/ PAINTED 00 - SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING - - --- 6" METAL STUD, SEE STRUCTURAL 77-7,11 T.O. Existing_ StoreFront 10' - p. _ A301- 6 A301- 8 2'-5" 5/8" EXT GRADE PLYWOOD SHEATHING 1" ALUMINUM F. -.SLOPE 1/2" PER 1'40 FURRING CH) ;ONT .045 EPDM LINER 6" MTL. STUD 2) P.T. WOOD BLOCKING 2X WOOD BLOCKING SEE STRUCTI (Y.)C) VARIES 2X W.D. BLOC z CONT :045 EPDM LINER S.S. SCREW ------- PLYWOOD SF SEALANT S.S. SCREW CONT S.S. CLIP ------_-__ ANNODIZED ALUMINUM 7/8" STUCCO SYSTEM W/ PAINTED co o o � PARAPET CAP co as NATER RESISTANT BARRIERS S.S. SCREW CONT S.S. CL Co 2X P.T. WOOD BLOCKING, TYP. CONT S.S. CL J" CHANNEL 6" MTL. STUD ON ;;Swt -LASHING SEE STRUCT( 7/8" STUCCO SYSTEM W/ T.O. MTL STUD "AINTED SYNTHETIC TOP COAT U VARIES 8" MTL. STUD 6" MTL. STUD L0 SEE STRUCTI a� CONT S.S. CLIP FASTENED D FRAMING SEE TO 2X WOOD BLOCKING 1" ALUMINUM ci SEALANT OVER 7/8" FU -- STRUCTURAL CHANNELOVI RE: STRUCTURAL BARRIER ON PLYWOOD SI - - --- CONT EIFS PROFILE RE: A303-5 c 3 5/8" METAL ; o STRUCTURAL �- 6" MTL. STUD FRAMING RE: STRUCTURAL 1" ALUMINUM PANEL 1/2" BACKER ROD &SEALANT CONT. TRACK EXIST. SEE S- �``� — 8" MTL. STUD FRAMING RE: OVER 7/8" FURRING STRUCTURAL 3 5/8" METAL STUD, SEE CHANNEL OVER WEATHER STRUCTURAL �'""-- -- 5/8" DENSGLASS GOLD SHEATHING BARRIER ON 5/8"FRT 7/8" STUCCO SYSTEM W/ PAINTED � >-;• ___4y�� PLYWOOD SHEATHING RESISTANT BARRIERS W CONT. TRACK ATTACH TO EXIST. SEE STRUCTURAL .01 C. 0 z TRIPLE METAL FRAMING W/ STUCCO FINISH 5 Parapet Cap Detail SCALE: 1 1/2" = V-0" 1" ALUMINUM 5/8"EXT. GRAI FURRING CH) ;ONT .045 EPDM LINER 6" MTL. STUD 2) P.T. WOOD BLOCKING PLYWOOD SF SEE STRUCTI (Y.)C) VARIES 2X W.D. BLOC FRAMING HE. CONT :045 EPDM LINER ,ONT S.S. CLIP PLYWOOD SF SEALANT S.S. SCREW �) ANNODIZED ALUMINUM 7/8" STUCCO SYSTEM W/ PAINTED co o o � PARAPET CAP co as NATER RESISTANT BARRIERS S.S. SCREW CONT S.S. CL Co 2X P.T. WOOD BLOCKING, TYP. CONT S.S. CL J" CHANNEL 6" MTL. STUD ON ;;Swt -LASHING SEE STRUCT( 7/8" STUCCO SYSTEM W/ T.O. MTL STUD "AINTED SYNTHETIC TOP COAT U VARIES 8" MTL. STUD KETAL FLASHING L0 SEE STRUCTI a� CONT S.S. CLIP FASTENED D o TO 2X WOOD BLOCKING 1" ALUMINUM ci SEALANT OVER 7/8" FU -- 3-5/8" MTL. STUD FRAMING CHANNELOVI RE: STRUCTURAL BARRIER ON PLYWOOD SI - - --- CONT EIFS PROFILE RE: A303-5 c 3 5/8" METAL ; o STRUCTURAL �- 6" MTL. STUD FRAMING RE: STRUCTURAL 1/2" BACKER ROD &SEALANT CONT. TRACK EXIST. SEE S- �``� — 8" MTL. STUD FRAMING RE: STRUCTURAL 3 5/8" METAL STUD, SEE STRUCTURAL �'""-- -- 5/8" DENSGLASS GOLD SHEATHING 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS EXISTING PARAPET WALL TO REMAIN 4X4X4 CLIP. SEE STRUCTURAL A309-5 EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMA EXISTING STOREFRONT T.O. Parapet 22'- 0" I PA307-8 I SIM 4_ _ Existing Low Parapet. 19'-4" EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS r:\7 _- T.O. Existing StoreFront EXISTING CONCRETE SIDEWALK TO REMAIN Il IlI i i ;I I i.. . Wall Section 3 � � l SCALE: 1/2" = 1'-0" 0- A'- TRIPLE METAL FRAMING W/ STUCCO FINISH 6 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" \NNODIZED ALUMINUM 1" ALUMINUM 'ARAPET CAP FURRING CH) ;ONT .045 EPDM LINER WEATHER BA 2) P.T. WOOD BLOCKING PLYWOOD SF T.O. MTL STUD (Y.)C) VARIES � Ln FRAMING HE. 5/8" EXT GRAI ,ONT S.S. CLIP PLYWOOD SF SEALANT �) 2X WOOD BL( 7/8" STUCCO SYSTEM W/ PAINTED co o o � SYNTHETIC TOP COAT AND 2 co as NATER RESISTANT BARRIERS S.S. SCREW 7/8" FASCIA DRIP SCREED Co SACKER ROD AND SEALANT CONT S.S. CL J" CHANNEL \DD SELF ADHERED MEMBRANE ON ;;Swt -LASHING Q 7/8" STUCCO SYSTEM W/ O "AINTED SYNTHETIC TOP COAT U 'RE-MANUFACTERED 6" MTL. STUD KETAL FLASHING L0 i P11031111061 0110l1�9aIEL]aL0 7/8" STUCCO SYSTEM W/ 'AINTED SYNTHETIC TOP COAT AND 2 WATER 1" ALUMINUM RESISTANT BARRIERS FURRING CH) �- WEATHER BA 5/8" DENSGLASS GOLD PLYWOOD SF SHEATHING (Y.)C) 6" MTL. STUD � Ln FRAMING HE. (D c� STRUCTURALS 0 yll 11 I PRE -FORMED METAL WALL PANEL SYSTEM OVER FURRING CHANNEL I I 1 1 6" METAL STUD, SEE STRUCTURAL NEW PIPE BRACING, SEE STRUCTURAL I PROVIDE EXT. GRADE PLYWOOD 8" METAL STUD, SEE STRUCTURAL - SHEATHING TENANT SIGN LOCATIONS IT1I�III 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER 3 5/8" METAL STUD, SEE STRUCTURAL ( RESISTANT BARRIERS Existing_Lw Parapet. CONT. TRACK ATTACH TO EXIST. - —------- `- Lo19' 4" CMU. SEE STRUCTURAL f A309-8 t � A304-5 EXISTING PARAPET WALL TO REMAIN------------- — 4x4x4CLIP SEE STRUCTURAL A309-5 A302-8 EXISTING ROOFING SYSTEM TO REMAIN -- 7 - :. / / - EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAIN EXISTING STOREFRONT TO REMAIN, TYP. EXISTING WALLTO REMAIN, SAWCUT STUCCO AS REQUIRED TO INSTALL NEW j REGLET PROFILES. SEE PROPOSED ELEVATIONS A301-5 DOUBLE FRAMING W/ STONE VENEER 7 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" CONT .045 EPDM LINER ANNODIZED ALUMINUM PARAPET CAP 2X P.T. WOOD BLOCKING, TYP. T.O. MTL STUD VARIES CONT S.S. CLIP FASTENED TO 2X WOOD BLOCKING SEALANT 3-5/8" MTL. STUD FRAMING RE: STRUCTURAL CONT EIFS PROFILE RE: A303-5 8" MTL. STUD FRAMING RE: STRUCTURAL 1/2" BACKER ROD &SEALANT PRE -MANUFACTURED STONE VENEER GROUT APPLIED OVER, WIRE MESH WITH A WATER PROOF PAPER BACKING 5/8" DENSGLASS GOLD SHEATHING 10' - 0" D IQ I ,, A308-5 i I I I 1 8" METAL STUD, SEE STRUCTURAL CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL Existinq Low Parapet. 19'-4" 7/8" STUCCO SYSTEM W/ PAINTED --- SYNTHETIC TOPCOAT AND 2 WATER �r RESISTANT BARRIERS /1� --- 5/8" DENSGLASS GOLD SHEATHING r 6" METAL STUD, SEE STRUCTURAL '�- EXISTING CMU WALL TO REMAIN q` A307-5 JWALL MOUNTED EXTERIOR LIGHT, l PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS 5/8" EXT. 1 6" MTL. S_ SEE STRI S.S. SCBE CONT S.S EXISTING REMAIN �m 8 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" ANNODIZED ALUMINUM PARAPET CAP CONT .045 EPDM LINER (2) P.T. WOOD BLOCKING T.O. MTL STU VARIES CONT S.S. CLIP SEALANT 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 7/8" FASCIA DRIP SCREED BACKER ROD AND SEALANT "J" CHANNEL CONT EIFS 2 x 8 PROFILE 6" MTL. STUD FRAMING SEE STRUCTURAL 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING ti z �- > M _4 (Y.)C) CD CD � Ln " (D c� 0 O0 �) U- (D M co o o � � o co as � � o Co Q > � ON ;;Swt �✓ Q w O o z �- > M Q) (Y.)C) % � Ln " (D c� 0 O0 �) U- (D M co o o � � o co as � � o Co Q > � z > Cf Q w O o U c z �- > M Q) (Y.)C) % � Ln " (D c� 0 z .E 0 Z co o o � � o co as F- co U) a z �- > M z % � Ln " F_ - cn @ o z �i F- cj 0 � r= � ..( o L0 Z a� D o c� ci U z L) a c O o Z LuU m W C. 0 z z F- cj O � N ..( W L0 Z Q D o c� ci U z a A O 0 o 11 1 I 6--- A308-5 III III LdLi LL 7/8' STUCCO SYSTEM W/ PAINTED 6' METAL STUD, SEE STRUCTURAL- I I III SYNTHETIC TOPCOAT AND 2 WATER NEW PIPE BRACING, SEE STRUCTURALI I I 0 I I I RESISTANT BARRIERS S 141 1 1 I I I - 5/8" DENSGLASS GOLD SHEATHING 1011 III III I I0 - 6" METAL STUD, SEE STRUCTURAL PRE -FORMED METAL WALL PANEL - 8" METAL STUD, SEE STRUCTURAL SYSTEM OVER FURRING CHANNEL _ 1 _______ Existing Low Parapet. 3 5/8" METAL STUD, SEE STRUCTURAL -- 19'- 4"* �'- // 0 CONT. TRACK ATTACH TO EXIST. 1 CMU. SEE STRUCTURAL EXISTING PARAPET WALL TO REMAIN— I 1 4X4X4 CLIP. SEE STRUCTURAL A309-5 A302-8 t • EXIST. JOIST GIRDER TO REMAIN. SEE STRUCTURAL EXISTING WALLTO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS EXISTING CMU WALL TO REMAIN— - x 5/8" FRT PLYV SHEATHING Hi. h Parapet Connection Detail SCALE: N.T.S. MOISTURE BARRIER PER SPEC. FRT PLY WOOD Neia1►L*W.11 9 WALL COVERING OPTIONS: MTLPANELS OR STUCCO OVER DENSGLASS PER SPECS. FASTENERS APPROX.12" O.C. FASTENERS MAXIMUM 8" O.C. FOR HEIGHTS UP TO 12" AND 4" O.C. FOR HEIGHTS ABOVE 12" m� < CANT STRIP 1" ALUMINUM PANEL OVER 7/8" - SET IN BITUMEN FURRING CHANNEL OVER 19 WEATHER BARRIER ON 5/8" FRT BASE FLASHING PLYWOOD SHEATHING Y v 5/8" FRT PLYWOOD MEMBRANE SHEATHING Q) ALUM OR S.S. FASTERNERS BASE/PLY SHEETS _ Q 16" O.C. ROOF INSULATION V 26'- 0" 0 — — I I I 0 0 1 I I I LCZ08 5 III I I � I , III II0I NEW PIPE BRACING, SEE STRUCTURAL,I I 101 I I 8" METAL STUD, SEE STRUCTURAL I I III 101 1 I --I ~--`--- 6" METAL STUD, SEE STRUCTURAL 1_41 CONT. TRACK ATTACH TO EXIST. PRE -FORMED METAL WALL PANEL I I I I CMU. SEE STRUCTURAL SYSTEM OVER FURRING CHANNEL 3 5/8" METAL STUD, SEE STRUCTURAL - - -- Existin Low Parapet. A309-8 \ 0 EXISTING PARAPET WALL TO REMAIN— I $ I A309-5 I0 s I, I . t.........m, .I.....�.� i I a I (f`! . EXIST. JOIST GIRDER TO REMAIN. SEE STRUCTURAL 19'. 4" 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL EXISTING CMU WALL TO REMAIN Z.- DECK PRE FINISHED ALUM FLASHING CONT SEALANT WEATHER BARRIER CONT SEALANT 5 Parapet Paneling Detail SCALE: 1 1/2" = 1'-0" 6" MTL. STUD FRAMING SEE STRUCTURAL 1" ALUMINUM I OVER 7/8" FUR CHANNELOVE BARRIER ON 5 PLYWOOD SHE CONT. TRACK EXIST. SEE ST 4X4X4 CLIP. SE STRUCTURAL EXISTING CMU 6 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" 'UN I .U4b LF'UM LINth ANODIZED ALUMINUM 'ARAPET CAP X P.T. WOOD BLOCKING, TYP. T.O. MTL STUD dk ,ONT S.S. CLIP FASTENED '0 2X WOOD BLOCKING SEALANT -5/8" MTL. STUD FRAMING iE:STRUCTURAL ,ONT EIFS PROFILE RE: A303-5 /2" BACKER ROD &SEALANT 1/8" DENSGLASS GOLD SHEATHING MTL. STUD FRAMING ;EE STRUCTURAL 78" STUCCO SYSTEM W/ 'AINTED SYNTHETIC TOP ,OAT AND 2 WATER iESISTANT BARRIERS i-5/8" MTL. STUD FRAMING tE:STRUCTURAL :XISTING STUCCO SYSTEM 1" ALUMINUM 7/8" FURRING OVER WEATI- ON 5/8" FRT F SHEATHING 4 A309 3 Parapet Return Detail (TYP). SCALE: N.T.S. EXISTING CMU WALL EXISTING STUCCO SYSTEM WEEP SCREED PRE -MANUFACTURED METAL FLASHING 4 X 8 CONT EIFS PROFILE METAL LATH ATTACHED W/ CONC SCREWS Q 6" O.0 VERT & 16" O.C. HORIZ. MORTAR SCRATCH COAT MORTAR JOINT MORTAR SETTING BED ELDORADO STONE VENEER 7 Stone Veneer Detail SCALE: 1 1/2" = 1'-0" G CAP :W PARAPET WALLS INISHES TO RETURN 5'- "0 ROOF MINUM PANEL OVER )BRING CHANNEL OVER -IER BARRIER ON 5/8" -YWOOD SHEATHING 3EE PROPOSED ELEVATIONS =0R FRONT FINISHES LASHING BANE NOTE: 1. THIS DETAIL SHOULD BE USED WHEN A CONCENTRATED LOAD CAN BE LOCATED DIRECTLY OVER COLUMNS OR HEAVY GIRDERS IN THE STRUCTURE OF THE BUILDING, THIS DETAILCAN BE ADAPTED FOR OTHER USES, SUCH AS SIGN SUPPORTS. 8 Pitch Pocket Detail SCALE: 1 1/2" = 1'-0" E BRACE. SEE STRUCTURAL KITH BUTYL TAPE UMBRELLA OVERLAPPING US OF3"TO 4" CLEARANCE TO PIPE 4G E TO WOOD NAILER -FLANGE SET )VER MOPAPPLIED MEMBRANE. MASTICWITH TORCH APPLIED -PRIME FLANGE BEFORE . ,. Z5 OVER EXISTING ROOF FRAMING a u cn z 1 m� < z 0 w w LL r-- 19 cn ? G Y v CC Ct O 0 Q) u, 0) o V T _rn O O 0 w � z c)U� 7 C) w U rL.IT� W a u Qi CZ- c� � 4 N _W d ®�� o i LL w -C3 a cn O � Lu ('o W o v J co U) a cn z > o c 2 m� < z 0 w w LL r-- 19 cn ? G Y v CC Ct O 0 Q) u, 0) o `z T _rn O O 0 w � z c)U� 7 C) w U rL.IT� W Qi CZ- c� � 4 N _W d ®�� o i LL w -C3 a cn O � Lu ('o W o v J co U) a A309 cn z > o c 2 m� < z 0 w w LL r-- 19 cn A309 0 � d `r cu 19 � ? G Y v CC Ct cv 0 7 (D t U c c o o;3 .N a Lu U N I— W 6 z A309 Z w Q � d `r cu 19 N 'o N o ? O U Y v CC Ct A309 8" METAL STUD, SEE STRUCTURAL — I PRE -FORMED METAL WALL PANEL_ SYSTEM OVER FURRING CHANNEL NEW PIPE BRACING, SEE STRUCTURAL t CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL - EXISTING ROOFING SYSTEM TO REMAII A309-8 - - EXIST. JOIST TO REMAIN. SEE STRUCTURAL A303-6 — 29' 0" Existing High Parapet . _ I 28'- 7/8" 8'-7/8" STUCCO SYSTEM W/ PAINTED 1 ! SYNTHETIC TOP COAT AND 2 WATER O ! i RESISTANT BARRIERS ; 5/8" DENSGLASS GOLD SHEATHING 16 / I I ! l Existing High Parapet '\ 24' - 0'• ` EXISTING WALL TO REMAIN, SAW CUT 1= STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED r ELEVATIONS a EXISTING CMU WALL TO REMAIN ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD / WALLS ' A301-8 101-01, wExisting_StoreFront 10' . 0" EXISTING STOREFRONT TO REMAIN, TYP. PRE -FORMED METAL WALL PANEL SYSTEM OVER FURRING CHANNEL 8" METAL STUD, SEEI STRUCTURAL -- NEW PIPE BRACING, SEE STRUCTURAL CONT, TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL EXISTING ROOFING SYSTEM TO REMAII A309-8 EXIST. JOIST TO REMAIN. SEE STRUCTURAL .L_-_ 29' - 0" I I0 I 7 �s A301-9 �z 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING Existing High Parapet 24--0 EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS EXISTING CMU WALL TO REMAIN a , t� _ _ _ T.O. Existing,StoreFront 10'-0' A301- 6 ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD WALLS A307-6 a � a EXISTING ROOFING SYSTEM TO REMAIN , Cl EXISTING STRUCTURAL TO REMAIN lo \ \ --- EXIST.STEEL BEAM TO REMAIN. i ! SEE STRUCTURAL j,• 1 1 CS 7' 4h 01 ' ! I �� e_`✓ ,,w 3 1 iN. r \.. \a,. i 1I= o \ E I 1 1 I EXISTING STRUCTURAL TO REMAIN — "1 o i . CD 2 X 8 EIFS PROFILE EXISTING STRUCTURAL TO REMAIN t1 t II 1 � 0 at wl �� 7j.... ! i I 1 i ELDORADO STONE VENEER SYSTEM PER 1.:i A31 0 Z > O LLJJ O� N Z < Z � _W J I 11 W m C3 E o 0 CD N N o m -J (.rVj T > O O O Q L L V 0 W U Q 0 Z w ,n N Y aC 0O N .0 d � Q � W U Q !t T a o « w o U O 7 U � A31 0 Z > O LLJJ O� e Z < Z � _W J I 11 W m C3 E o 0 CD N N o m -J (.rVj T > O O O Q L L C:% 0 W U Q 0 Z A31 0 Z > O LLJJ O� e Z < Z � _W J I 11 W m A31 0 Lo 0 m C3 � CD N N N � O Q a w < O w ,n N Y aC 0O N .0 d Q CJ W U Q !t T o- o o U O 7 co O E— W O Z A31 0 O Z CD N � Q a w < w w ,n C Y aC 0O N d Q CJ W CD Q !t T o- o o U A31 0 EXISTING ROOFING SY EXISTING STRUCTURAI A303-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN Wall Section SCALE: 1/2" = 1'-0" T.O. Floor Slab o' oil 1TO CONT. TRACK ATTACH TO EX CMU. SEE STRUCTURAL — PRE -FORMED METAL WALL PANEL SYSTEM OVER FURRING CHANNEL EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEM TO RE EXIST. JOIST TO REMAIN. SEE STRUCTURAL i EXISTING CMU WALL TO REMAIN—, r- _ _r__. _ w_ _ ) , A�1 i T.O.P Existinn High Parape 24'- 0" LED CANOPY LIGHT FIXTURE, SEE ELECTRICAL T.O. Existing StoreFront 101-01, 10 -T7 I III I I I I A302-9 3 5/8" METAL STUD, SEE STRUCTURAL 777 CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL \ I I I I 7/8" STUCCO SYSTE M W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL I A304-5 EXISTING PARAPET WALL TO REMAIN r. 101 9 I I 4X4X4 CLIP. SEE STRUCTURAL EXISTING ROOFING SYSTEM TO REMAIN 101 ISI EXIST. JOIST TO REMAIN. SEE STRUCTURAL r •t EXISTING CMU WALL TO REMAIN— EXISTING CMU WALLTO REMAI _._._______SLOPE ___.. — i -- - PRE-ENGINEERED STRUCTURAL FRAMING _ SYSTE M A302-7 Existing Hi by Parapet* 24'- 0" V _ cz a 06 Cn O 0 U) co r- LLJr - w cn J � G) Z 7 a 010 CQ � ��+ f� � O CA n ) 4. ' _W OO 0 0 (ZO tn :--U- - E0 -o E 0 -6 z LL_ z � z r - CD. w o v VJcoCIJ > _m O O 4n�, w ` Y 12 z N co O >_ 41 o a) p co Z rte _ U '2CC O N cn C $ ad U w O .,p a p .N 2� cot 0:_ L N O W U) � NNQ PL -4 Lu LU N CL _ O Z Q V _ cz a 06 Cn O 0 U) co r- LLJr - w cn J � G) Z 7 a CQ � ��+ f� � O rrm. C ^� N co _W OO 0 0 (ZO o 0 :--U- - E0 -o E 0 -6 z LL_ z � z r - CD. w o v VJcoCIJ > _m O O z w Y 12 z N co O >_ 41 o a) p co Z V _ cz a 06 Cn O 0 U) co r- LLJr - w cn J � G) Z 7 a CQ � ��+ f� � O rrm. C ^� N co _W OO 0 0 (ZO O :--U- - E0 -o E 0 -6 z Cn i z � z r - w o v VJcoCIJ CL CL � V _ cz a 06 Cn O 0 U) co r- LLJr - w cn J � G) Z 7 a CQ � ��+ f� � m rn Q � rrm. Q W J 7 O A31 1 r ��+ f� � O N N O N O b N ti � 6 U 41 ¢ p t _ U '2CC O N cn C $ ad U w O .,p a p .N 2� 2 c) F- L N O W U) � LU CL O Z A31 1 N O O U N ¢ p tu _ 0 '2CC O N r o $ ad U w 0 ¢ CL a p p 2 c) A31 1 3 5/8” METAL STUD, SEE STRUCTURAL CONT. THACK ATTACH TO EXIST. CMU. SEE STRUCTURAL EXISTING PARAPET WALL TO REMA EXISTING ROOFING SYSTEM TO RE EXIST. JOIST TO REMAIN. SEE STRUCTURAL I i I EXISTING CMU WALL TO REMAIN ----i— -- A302-9 T.O. Parapet 29'- 0" III JD III- U I- I- - 7/8" STUCCO SYSTEM W/ PAINTED \ = SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS ExistingHigh Para et 24' a 5/8" DENSGLASS GOLD SHEATHING II 6" METAL STUD, SEE STRUCTURAL U A304 - 5 4X4X4 CLIP. SEE STRUCTURAL REPLACE DENSGLASS SHEATHING WITH d I I F.R.T. PLYWOOD ON ALL NEW MTL 0 -- FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP A302-8 �I 16 0" 3 5/8" METAL STUD, SEE CONT. TRACK ATTACH TC CMU. SEE STRUCTURAL EXISTING PARAPET WALL EXISTING ROOFING SYST EXIST. JOIST TO REMAIN, EXISTING CMU WALL TO f 2 Wall Section SCALE: 1/2" = V-0" 3 5/8" METAL STUD, SEE STRUCTURAL- - T.O.Parapet 26' - 0" CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL �\ 1 01 �j A303-7 Existing Hi h Parapet PRE -FORMED METAL WALL PANEL 24'- 0" SYSTEM OVER FURRING CHANNEL I I 7/8" STUCCO SYSTEM W/ PAINTED �— SYNTHETIC TOP COAT AND 2 WATER I EXISTING BRACING BEYOND— RESISTANT BARRIERS i I �- 5/8" DENSGLASS GOLD SHEATHING 101 — 6" METAL STUD, SEE STRUCTURAL �Fmaw i 4X4X4 CLIP. SEE STRUCTURAL EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEM TO REMAIN REPLACE DENSGLASS SHEATHING WITH I I I F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP r r I I A304-5 EXIST. JOIST TO REMAIN. / I"I SEE STRUCTURAL II I mum! II II 101 A306-6 I —_---- _ EXISTING CMU 'NALLTO REMAIN v � I SLOPE--- A306-7 A A A T.Q. Existing StoreFront �.__i I EXISTING STOREFRONT TO REMAIN, TYP.- PRE-ENGINEERED STRUCTURAL FRAMING i \ SYSTEM e— --r-/ WALL MOUNTED EXTERIOR LIGHT, 1 RIOR LIGHT, NS REQUIRED, SEE PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS _ EXISTING CONCRETE SIDEWALK TOT----' REMAIN ' ..___............ ......._ ::.1....{:�: _ := f .:......:....:.{... �_. f1 T_ T.O. Floor Slab r .0. 011 Wall Section SCALE: 1/2" =1'-0" 1 171 j� G 7 a co m A306-6 CO � ¢ Q W J A306-7 CU 4 t r4; N Q � - 0 C) —SLOPE LL- 2- W z �o� c O o (D C) =L r- O O l z z ) } W o Z Lu Z d Y rr O N t O Q O W T.O. ExistingStoreFront IL Y " 4 f/i 101-011 = 0 O PRE-ENGINEERED STRUCTURAL FRAMING = j SYSTEM L I U) ;. ` N WALL MOUNTED EXTERIOR LIGHT, c PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL W a- 6 Z EXISTING STOREFRONT TO REMAIN, TYP. ELDORADO STONE VENEER SYSTEM PER EXISTING STOREFRONT 1 2 Wall Section SCALE: 1/2" = V-0" 3 5/8" METAL STUD, SEE STRUCTURAL- - T.O.Parapet 26' - 0" CONT. TRACK ATTACH TO EXIST. CMU. SEE STRUCTURAL �\ 1 01 �j A303-7 Existing Hi h Parapet PRE -FORMED METAL WALL PANEL 24'- 0" SYSTEM OVER FURRING CHANNEL I I 7/8" STUCCO SYSTEM W/ PAINTED �— SYNTHETIC TOP COAT AND 2 WATER I EXISTING BRACING BEYOND— RESISTANT BARRIERS i I �- 5/8" DENSGLASS GOLD SHEATHING 101 — 6" METAL STUD, SEE STRUCTURAL �Fmaw i 4X4X4 CLIP. SEE STRUCTURAL EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEM TO REMAIN REPLACE DENSGLASS SHEATHING WITH I I I F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP r r I I A304-5 EXIST. JOIST TO REMAIN. / I"I SEE STRUCTURAL II I mum! II II 101 A306-6 I —_---- _ EXISTING CMU 'NALLTO REMAIN v � I SLOPE--- A306-7 A A A T.Q. Existing StoreFront �.__i I EXISTING STOREFRONT TO REMAIN, TYP.- PRE-ENGINEERED STRUCTURAL FRAMING i \ SYSTEM e— --r-/ WALL MOUNTED EXTERIOR LIGHT, 1 RIOR LIGHT, NS REQUIRED, SEE PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS _ EXISTING CONCRETE SIDEWALK TOT----' REMAIN ' ..___............ ......._ ::.1....{:�: _ := f .:......:....:.{... �_. f1 T_ T.O. Floor Slab r .0. 011 Wall Section SCALE: 1/2" =1'-0" 1 171 Q� G 7 a co m r CO � ¢ Q W J j CU 4 t r4; N Q � E 0 C) Q) LL- 2- W z �o� c O o (D C) CZ r- O O l z z ) } W o Z Lu Z d Y rr O N t O Q O W U IL 4 f/i A312 Q� 7 a co m r CO � ¢ Q W J j CU N Q � E 0 C) Q) LL- 2- W z �o� c O o (D C) CZ r- O O Lu z z ) } W o Z A312 Q� 7 a co m r CO � ¢ Q W J j CU N � 0 � O 70 -0 -o 0 LL - W z �o� c O o W U) o oco a co � A312 z 7 a co m r CO � ¢ Q W J j W w A312 � N 0 N Z � O 7 O Lu Z d Y rr O N t O Q O W U IL 4 f/i O = 0 O O = L U) N c W a- 6 Z A312 O N Z � N Lu Z 0 Y rr O N 1111ll 1-- O Q O W 0 IL 4 cl O A312 EXISTING PARAPET EXISTING ROOFING EXIST. JOIST TO RE SEE STRUCTURAL EXISTING CMU WAt 3 Agna 3 - _., - — _ — _ A309 T.O.Parapet 25'- 0" �— A� --- --- — — - A307-8 — —0— Sim —SIM III I ' NEW PIPE BRACING, SEE STRUCTURAL 101 1 I kwl iIII I I 1 I I EXISTING ALUMINUM PARAPET CAP _ .,. i -......E isting Low Parapet. — - Existing Low Parapet. r — _ —_ _Existing Low Para et . 20' 0" PRE FORMED METAL WALL PANEL _ 20'- 0" 20' 0" SYSTEM OVER FURRING CHANNEL EXISTING PARAPET WALL TO REMAIN ( , EXISTING WALL TO REMAIN ` t 6" METAL STUD, SEE STRUCTURAL ---- A309-8 * .. i EXISTING WALL TO REMAIN, SAW CUT f , I STUCCO AS REQUIRED TO INSTALL NEW V, SAW CUT ; ; REGLET PROFILES. SEE PROPOSED INSTALL NEW EXISTING ROOFING SYSTEM TO REMAIN I €r A309-5 EXISTING WALL TO REMAIN, SAW CUT '"t ELEVATIONS 30POSEU STUCCO AS REQUIRED TO INSTALL NEW: ; REGLET PROFILES. SEE PROPOSED EXISTING ROOFING SYSTEM TO REMAIN. -I ELEVATIONS /" m w'�,...�x..rv•xn.an.e+x'x...xw•.++xe:r.•wxMwm«u.xm+x..r.x:xrv.:w:xa+'I::rwx.wm+xuxewx:xnauxx:.w+x-.wn:� .,e _.x 3 p 5 EXIST. JOIST TO REMAIN. I SEE STRUCTURAL EXIST. JOIST TO REMAIN. SEE STRUCTURAL — -- t \X EXISTING CMU WALL TO REMAIN / EXISTING CMU WALL TO REMAIN f. Existing StoreFront - T.O. ExistingStoreFrontA�NR _ _ ___ T.O. Existing StoreFront 10' 0" �...I 10' 0" ''� "1;' 10' - 0" I � j A301-5 A301-8 pj I I I I EXISTING STOREFRONT TO REMAIN, TYP.--�\ y I I,II I I iy� EXISTING STOREFRONT TO REMAIN, TYP.—�_ ELDORADO STONE VENEER SYSTEM PER i € \ MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS C STUD WALLS i A302-6 E - € EXISTING CONCRETE SIDEWALK TO t. g REMAIN EXISTING METALSTUD WALLTO REMAIN —\ EXISTING CONCRETE SIDEWALK TO I ta. REMAIN T.U. Floor Slab T.O. Floor Slab OL I` E T.O. Floor Slab 01.01. .I .u. ..... I .,._.I..�:I, 01 ,. w 0" 011 ........:.... _........ I i .I 2 Wall Section Wall Section SCALE: 1/2" = 1'-0" SCALE: 1/2" =1'-0" Wawa 25' - III I ,� � A308-7 ELDORADO STONE VENEER SYf MANUF. INSTALLATION INSTRUC PROVIDE 2 MOISTURE BARRIER WALLS Existing Low Parapet 20'-C WALL MOUNTED EXTERIOR LIGI PROVIDE BLOCKING AS REQUIR ELECTRICAL Fri7, 0 _ III 1'1 III I ,f NEW PIPE BRACING, SEE STRUCTURAL SYSTEM OVER FURRING CHANNEL 0 6" METAL STUD, SEE STRUCTURA �\ 1p1 E 8" METAL STUD, SEE STRUCTURAL -------.1 I I ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Ccs STUD WALLS T.O. Existinq StoreFront 10' - 0" U) O 06 U) O i 0 U) J !W F- F - w z 4) — l O uJ C� J Q] � m �y / i 4� C) u a � y N Z ' 4d d o Y u = EO O LL •� 0 � n , W 27 L O W CQp c� C/) r-, a}i O o O c � x l Lu v o c Z d •�P 1,4.(. — U) O 06 U) O i 0 U) J !W F- F - w z 4) — l O uJ C� J Q] � m �y / i 4� C) u a � y N Z ' 4d d o Y u = EO O LL •� 0 � n , W 27 L O W CQp c� C/) r-, a}i O o O c � x l Lu v o c Z U) O 06 U) O i 0 U) J !W F- F - w z 4) — l O uJ C� J Q] � m �y / i 4� C) u a � y N Z ' 4d d o Y u = � O Q LL •� 0 � N C() L O W CQp c� C/) o w a co U) U) O 06 U) O i 0 U) J !W F- F - w z Z — l O uJ C� J Q] � m �y / i crz L wLLJ LL cn LQ C) fl r a cv a � Z ' 4d d o Y u = � O Q N O U (D O N � 3 d — N t U (/) c c: O O{, N CL r (1) cj U) OE N O F- O � W 0- O z Q z W o a fl r a cv a s N N �j c� Z ' 4d ¢ � U o Y u = � O EL O O U 3 A309 ---_ I^ . - _� ---1 EXISTING BRACING BEYONDv / A303-9 4X4X4CLIP. SEE STRUCTURAL EXISTING PARAPET WALL TO REMAIN 101 7/8" STUCCO SYSTEM W/ PAINTED ' SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS EXISTING ROOFING SYSTEMTO REMAIN N 1 5/8" DENSGLASS GOLD SHEATHING 11 6" METAL STUD, SEE STRUCTURAL 21, h� ..... ..i. ... .:u.F.•e - _xsr��,. I � I EXIST. JOIST TO REMAIN. SEE STRUCTURAL . I A306-6 --SLOPE a— T.O. Frame 22- - ($�_ 1 1 1 I I 1 1 �� _ �----- A306-7 PRE-ENGINEERED STRUCTURAL FRAMING I EXISTING CMU WALLTO REMAIN I I `�/ �. � � _ _ SYSTEM �... 1;.�.. ._�.... F i ..---... .. 101 , _.1 i. E m 4i r , lol �1. "A I I EXISTING BRACING BEYOP EXISTING PARAPET WALL TO REMAIN/ f EXISTING ROOFING SYSTEM TO REMA EXIST. JOIST TO REMAIN. SEE STRUCTURAL .-._-- A304-5 EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REG LET PROFILES. SEE PROPOSED ELEVATIONS Existingc Hicih Parapet 24' - 0" EXISTING BRACING BEYOP EXISTING PARAPET WALL TO REMAIN/ EXISTING ROOFING SYSTEM TO REMAI EXIST. JOIST TO REMAIN. SEE STRUCTURAL -- EXISTING STOREFRONT TO REMAIN, TYP. Ia o o I I I ---- A308-8 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING I -- 6" METAL STUD, SEE STRUCTURAL 1 1 � 19 F " A304-5 I c EXISTING WALLTO REMAIN, SAW CUT _ STUCCO AS REQUIRED TO INSTALL NEW —� REGLET PROFILES. SEE PROPOSED ELEVATIONS ___ Existing High Parapet A306-5 A306-7 SLOPE—�-- T.O. Exislin StoreFront 10' p„ PRE-ENGINEERED STRUCTURAL FRAMING;r SYSTEM 1 A . L. :. -- .. r 1... I EXISTING CONCRETE SIDEWALK TO E 3 Wall Section SCALE: 1/2" = 1'-0" U) Z j O ' ) c) ' 1 0 cz) a: L EO 0 7 �U- N o rn C� '^ o � .. ➢ � W 2 X 8 CONT EIFS PROFILE 1 G 4% F Z W Q 7/8" STUCCO SYSTEM W/ PAINTED U �� " SYNTHETIC TOP COAT AND 2 WATER i Q t RESISTANT BARRIERS L _ _ _ 7. 1tug. 1 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL 1 1 19' - 0" A304-5 EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REG LET PROFILES. SEE PROPOSED ELEVATIONS Existingc Hicih Parapet 24' - 0" EXISTING BRACING BEYOP EXISTING PARAPET WALL TO REMAIN/ EXISTING ROOFING SYSTEM TO REMAI EXIST. JOIST TO REMAIN. SEE STRUCTURAL -- EXISTING STOREFRONT TO REMAIN, TYP. Ia o o I I I ---- A308-8 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING I -- 6" METAL STUD, SEE STRUCTURAL 1 1 � 19 F " A304-5 I c EXISTING WALLTO REMAIN, SAW CUT _ STUCCO AS REQUIRED TO INSTALL NEW —� REGLET PROFILES. SEE PROPOSED ELEVATIONS ___ Existing High Parapet A306-5 A306-7 SLOPE—�-- T.O. Exislin StoreFront 10' p„ PRE-ENGINEERED STRUCTURAL FRAMING;r SYSTEM 1 A . L. :. -- .. r 1... I EXISTING CONCRETE SIDEWALK TO E 3 Wall Section SCALE: 1/2" = 1'-0" C �� G) d O � O ® L E O Q O Z Q) ~ d E U U) co Q L U) 4a 06 (!) ra.�/ C/i J cz F - h W U) Z j O w Q2 C N 2h 1 0 cz) a: L EO 0 7 �U- N o rn C� '^ o � Q � W 1 G 4% j Z W Q O U C �� G) d O � O ® L E O Q O Z Q) ~ d E U U) co Q L U) 4a 06 (!) ra.�/ C/i J cz F - h W U) Z j O w Q2 C N 2h 1 Q cc O L EO 0 7 �U- N o rn C� '^ o � Q � W 1 G 4% j Z W Q O U 0 " C �� G) d O � O ® L E O Q O Z Q) ~ d E U U) co Q L U) 4a 06 (!) ra.�/ C/i J cz F - h W U) Z j O w Q2 C N 2h 1 Q cc O Ul J W 0 7 v N N O O 0 W cq N N z W w O N r, j d O WW O " N L0 i Q N W CZ O cc U. L Lr 0 x U U r_ O O ;r L U) Na) LL Q F- W it O Z 127 N O O W N z W w o d Y WW O " N L0 i Q U W CZ O cc U. ccO la Lr 0 x U EXISTING BRACING BEYOND 6' METAL STUD, SEE STRUCTURAL— EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEM TO REMAIN EXIST. JOIST TO REMAIN. SEE STRUCTURAL !-- EXISTING CMU WALL TO RE EXISTING CMU WALL TO REMAI EXISTING PARAPET EXISTING ROOFING cisting Low Parapet . EXISTING PARAPET WALL TO RE EXISTING ROOFING SYSTEM TO REMAIN G WALL TO REMAIN, SAW CUT ) AS REQUIRED TO INSTALL NEW PROFILES. SEE PROPOSED IONS EXIST. JOIST TO REMAIN. SEE STRUCTURAL X 8 CONT EIFS PROFILE Existing Storefront 10' - 0" EXISTING CMU WALL TO RE _ Existing Low Parapet. 20'- 0" EXISTING WALLTO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS 4 X 8 CONT EIFS PROFILE T.O. Existing StoreFront 10'-0" ELDORADO STONE VENEER SYSTEM PER MANUF, INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS Wall Section SCALE: 1/2" = 1'-0" 2 Wall Section SCALE: 1/2" = 1'-0" A010 .�� T.O. F ra me 22' - 0" e CV l 01 PRE -FORMED METAL WALL PANEL SYSTEM OVER FURRING CHANNEL _ — ____ _._. Existing Low Parapet . 20' - 0" 101 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER EXISTING PARAPET WALL TO REMAIN --\, RESISTANT BARRIERS – 4X4X4 CLIP. SEE STRUCTURAL I I I 5/8" DENSGLASS GOLD SHEATHING 6` METAL STUD, SEE STRUCTURAL EXISTING ROOFING SYSTEM TO REMAIN A304-5 y � f �r A01 ` EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAIN EXISTING STOREFRONT TO REMAIN, TYP _4.0. Existing StoreFront Alk t... i 10' - 0' y A301-6 A301-8 i! i 1 I € I EXISTING CONCRETE SIDEWALK TO REMAIN T.O. Floor Slab p e .- 4 !-=--- , _ � ,: ,___�_ j j ( ( j I I L.........._._. 1 1 1......._......_.1 3€ III ....._ 4 Wall Section SCALE: 1/2" =1'-0" 22' - O' �- Z �► > c) 1 R.o 0 7/8" STUCCO SYSTEM W/ PAINTED _ SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 19. 011 �� 11 A304-5 Q) �) 4X4X4CLIP. SEE STRUCTURAL : -------- 6" METAL STUD, SEE STRUCTURAL cz A304-5 o w O 4 eF � Y z ® O co 7 - QCC kY'agt U .0 2f: F L0_ (� EXISTING PARAPET EXISTING ROOFING cisting Low Parapet . EXISTING PARAPET WALL TO RE EXISTING ROOFING SYSTEM TO REMAIN G WALL TO REMAIN, SAW CUT ) AS REQUIRED TO INSTALL NEW PROFILES. SEE PROPOSED IONS EXIST. JOIST TO REMAIN. SEE STRUCTURAL X 8 CONT EIFS PROFILE Existing Storefront 10' - 0" EXISTING CMU WALL TO RE _ Existing Low Parapet. 20'- 0" EXISTING WALLTO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS 4 X 8 CONT EIFS PROFILE T.O. Existing StoreFront 10'-0" ELDORADO STONE VENEER SYSTEM PER MANUF, INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q STUD WALLS Wall Section SCALE: 1/2" = 1'-0" 2 Wall Section SCALE: 1/2" = 1'-0" A010 .�� T.O. F ra me 22' - 0" e CV l 01 PRE -FORMED METAL WALL PANEL SYSTEM OVER FURRING CHANNEL _ — ____ _._. Existing Low Parapet . 20' - 0" 101 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER EXISTING PARAPET WALL TO REMAIN --\, RESISTANT BARRIERS – 4X4X4 CLIP. SEE STRUCTURAL I I I 5/8" DENSGLASS GOLD SHEATHING 6` METAL STUD, SEE STRUCTURAL EXISTING ROOFING SYSTEM TO REMAIN A304-5 y � f �r A01 ` EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAIN EXISTING STOREFRONT TO REMAIN, TYP _4.0. Existing StoreFront Alk t... i 10' - 0' y A301-6 A301-8 i! i 1 I € I EXISTING CONCRETE SIDEWALK TO REMAIN T.O. Floor Slab p e .- 4 !-=--- , _ � ,: ,___�_ j j ( ( j I I L.........._._. 1 1 1......._......_.1 3€ III ....._ 4 Wall Section SCALE: 1/2" =1'-0" QJ N _(D C*� ® 70 O • O � 70 O p 2 w i ) CMU c/)cc cc v J l 1 U) �- Z �► > c) a� m or Q cr W J W u. EO 0 `D Q) �) U - o M N cz > o w O 4 w � Y z ® O co 7 W QCC t U .0 2f: QJ N _(D C*� ® 70 O • O � 70 O p 2 w i ) CMU c/)cc cc v J l 1 U) �- Z �► > c) a� m or Q cr W J W u. U) ro o p `D N N r w O 4 d U f� 7 ? D a .0 _ F L0_ (� d W O cc EL t O 0 U = O O iz .NrL i W Q) N o7 G W IL O Z CD z `D r w 4 0 U N ? D Y W o c\ F L0_ (� U W O cc EL cl O 0 X _ — - _--- T.O. Parapet 25'- 0" _ , I I A309-6-6 I III I i of 101 III I I III I I I 1 101I _�—_ _ _ Existing Lowlol_Parapet . i 20' 00" EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW — REGLET PROFILES. SEE PROPOSED ELEVATIONS 1 , A301-9 ;I-i_L.O. Existing_StoreFront 10' - 0" EXISTING CONCRETE SIDEWALK TO i REMAIN i T.O. Floor Slab 0 0 Wall Section __ SCALE: 1/2" = 1'-0" EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALL TO REMAIN EXISTING STOREFRONT TO REMAIN, TYP. r• T.O. Existing toreFront A301-5 EXISTING CONCRETE SIDEWALK TO REMAIN Existing. High Parapet . AfN o _ _a o 2T_ 0" 10 o IC> III I -- �., I � A307-8 III I SIM 10 1 ! Existing Low Parapet . EXISTING WALL TO REMAIN, SAW CUT 1 STUCCO AS REQUIRED TO INSTALL NEW TION REGLET ELEVATIONS PROFILES. SEE PROPOSED ri EXIST. JOIST TO REMAIN. SEE STRUCTURAL - EXISTING CMU WALL TO RE =A301-8 ont 10. - 0,.* I A301-5 EXISTING STOREFRONT TO REMAIN, TYP. t ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS n STUD A302-6 WALLS EXISTING METAL STUD WALL TO REMAIN U` �� I I �� EXISTING CONCRETE SIDEWALK TO r REMAIN ISIT.O. Floor Slab ..... — 0 0 ITT� J a. Wall Section!I, SCALE: 1/2" = 1'-0" .-__-__ ____ Existing High Parapet CD — —Q o , 23', 0"* I 1 I I I A307-8 I SIM I ► ISI I Existing Low Parapet. 20'- 0" 6" METAL STUD, SEE STRUCTURAL—� _ _ — _ EXISTING WALL TO REMAIN, SAW CUT _ STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED EXISTING PARAPET WALLTO REMAIN--------- EMAIN-- ` ELEVATIONS I I 4X4X4 CLIP. SEE STRUCTURAL i EXISTING ROOFING SYSTEM TO REMAIN EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAIP - - T.O. Existing StoreFront(19R, - 10 0 A301-5 EXISTING STOREFRONTTO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN 4 Wall Sectionl I 11 SCALE: 1/2" = 1'-0" _j - — .— — T.O. Frame �yy N Co (D ti 0— a— G I L2� _ E'u c Q Q a � o 0 0 lJ I p , C a.,w Z I r;, III 1 1 o A307 - 8 SIM co z cr o -- — 1 1 — 0 d I Existing, Low Parapett . L , U �— 20' T 6" METAL STUD, SEE STRUCTURAL ``1 — - — - _j6" METAL STUD, SEE STRUCTURAL C �: EXISTING WALL TO REMAIN, SAW CUT EXISTING PARAPET WALL TO REMAIN-----,___ STUCCO AS REQUIRED TO INSTALL NEW EXISTING PARAPET WALL TO REMAIN - I_ `-W _ REGLET PROFILES. SEE PROPOSED a) 4X4X4 CLIP. SEE STRUCTURAL U) I N ELEVATIONS 4X4X4 CLIP. SEE STRUCTURAL --- EXISTING ROOFING SYSTEM TO REMAIN------\ I EXISTING ROOFING SYSTEM TO REMAI EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALL TO REMAIN EXISTING STOREFRONT TO REMAIN, TYP. r• T.O. Existing toreFront A301-5 EXISTING CONCRETE SIDEWALK TO REMAIN Existing. High Parapet . AfN o _ _a o 2T_ 0" 10 o IC> III I -- �., I � A307-8 III I SIM 10 1 ! Existing Low Parapet . EXISTING WALL TO REMAIN, SAW CUT 1 STUCCO AS REQUIRED TO INSTALL NEW TION REGLET ELEVATIONS PROFILES. SEE PROPOSED ri EXIST. JOIST TO REMAIN. SEE STRUCTURAL - EXISTING CMU WALL TO RE =A301-8 ont 10. - 0,.* I A301-5 EXISTING STOREFRONT TO REMAIN, TYP. t ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS n STUD A302-6 WALLS EXISTING METAL STUD WALL TO REMAIN U` �� I I �� EXISTING CONCRETE SIDEWALK TO r REMAIN ISIT.O. Floor Slab ..... — 0 0 ITT� J a. Wall Section!I, SCALE: 1/2" = 1'-0" .-__-__ ____ Existing High Parapet CD — —Q o , 23', 0"* I 1 I I I A307-8 I SIM I ► ISI I Existing Low Parapet. 20'- 0" 6" METAL STUD, SEE STRUCTURAL—� _ _ — _ EXISTING WALL TO REMAIN, SAW CUT _ STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED EXISTING PARAPET WALLTO REMAIN--------- EMAIN-- ` ELEVATIONS I I 4X4X4 CLIP. SEE STRUCTURAL i EXISTING ROOFING SYSTEM TO REMAIN EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALLTO REMAIP - - T.O. Existing StoreFront(19R, - 10 0 A301-5 EXISTING STOREFRONTTO REMAIN, TYP. EXISTING CONCRETE SIDEWALK TO REMAIN 4 Wall Sectionl I 11 SCALE: 1/2" = 1'-0" C) _j Ca C� 4_ cz �yy N Co (D ti E o 0 _ E'u c Q Q a � o � n> o o T C a.,w Z C) _j 0 4_ cz �yy N Co (D ti E o 0 _ E'u Q� U- 75 W � o � n> o o T cz Q Z z 0 3 W co z Q� cz cz 0 U C/) cz H F- W LO 0 UC (D� >� �yy N Co o ccs ccs o W _ E'u ZWmo N U�a W CD (,Q c E3 CC 4. co vicJs Q� cz cz 0 U C/) cz H F- W LO c\i ftf O ❑ co N N N V CD Q 3 z D p cr o N Fw - O l d w L U C O O `-W a) U) N W Q - O Z c\i o o Z co N V CD z D Y cr o N Fw - O l U w EXISTING PARAPET EXISTING ROOFING EXIST. JOIST TO RE SEE STRUCTURAL EXISTING CMU WAt EXISTING STOREFRONT TO REMAIN, TYP: Existing Low Parapet. 20'- 0" EXISTING PARAPET WALL TO RE. VG WALL TO REMAIN, SAW CUT 0 AS REQUIRED TO INSTALL NEW T PROFILES. SEE PROPOSED (IONS 4 X 8 E IFS PROFILE T.O. Existing StoreFront 10' - 0" ELDORADO STONE VENEER SYSTEM PER ` MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD i WALLS A302-6 I 1' 10" EXISTING METAL STUD WALL TO REMAIN-----\ �' EXISTING CONCRETE SIDEWALK TO I REMAIN t' T.O. Floor Slat b 0 O .-.. 1:.:::- - I III I I -1 I W Wall Section SCALE: 1/2" = 1'-0" MAIN ------ EXISTING ROOFING SYSTEM TO REMA EXIST. JOIST TO REMAIN. SEE STRUCTURAL '-- EXISTING CCM WALL TO RE MA Existing Hi h Parapet . 23'-0" o I A303-7 /i _ T.O. Frame Afll 22'-0', __ _____ 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS Je 10 ------ _ 5/8" DENSGLASS GOLD SHEATHING I I 6" METAL STUD, SEE STRUCTURAL 4X4X4 CLIP. SEE STRUCTURAL 0 REPLACE DENSGLASS SHEATHING WITH it ---- F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP 3 I . I �.' 0 A301-9 T.O. Existing StoreFront Alk 10'-p.. A301-6 A301-8 EXISTING STOREFRONT TO REMAIN, TYP. EXISTING PARAPET WALL TO RE MA EXISTING ROOFING SYSTEM TO RE MA EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALL TO RE EXISTING STOREFRONT TO REMAIN, TYP. _Existing Low Parapet 20'- 0" EXISTING WALL TO REMAIN, SAW CUT STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED -® ELEVATIONS 4 X 8 EIFS PROFILE T.O. Existing StoreFront 10' - 0" (' EXISTING CONCRETE SIDEWALK TO .1: REMAIN ryi T.O.loor Slab 0..011 x - i Il. ......,,... I IiI Wall Section SCALE: 1/2" = 1'-0" EXISTING PARAPET WALL TO REMAIN— EXISTING ROOFING SYSTEM TO REMAIN EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALL TO RE MAI ^_ Existing Low Parapet . 20' - 0" EXISTING WALLTO REMAIN, SAW CUT _ STUCCO AS REQUIRED TO INSTALL NEW REGLET PROFILES. SEE PROPOSED ELEVATIONS -- 4 X 8 CONT EIFS PROFILE T.O. Existing StoreFront 10' - 0" WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE ELECTRICAL C) O Z ��. :> o J im ca a� N CU y U� ✓ 41, Z O 0 0LL- R Y W IZ O o o .E O z O 0 w o � CD o (Tj CD M rl > o _o C'J z N a> L L Z Q) Q LU co z C) O Z ��. :> o J im ca a� N CU y U� ✓ .� N cl C� Z O 0 0LL- R Y W IZ O o o .E O z O 0 w o � CD o (Tj CD M rl > o _o C'J z N a> L L Z Q) Q LU co z O Z ��. :> o J im ca a� N CU y U� ✓ .� N cl C� Z O 0 0LL- R Y W IZ O Lij .E O z O 0 w o � CD o (Tj Cc LL co cn O Z ��. :> o J im ca a� N y W J c LL W ✓ R L0 N U Hp W cD N R Z O R Y W d CV CI rl C'J N � 3 O _ N S U O O L] F-• CLLI N Cn Q � W a 6 Z U Hp W cD N cV (Z) Z U R Y W O rl O U A303-7 8 I 22' 0" EXISTING BRACING BEYOND— • r` �.•; IQ1 4X4X4 CLIP. SEE STRUCTURAL EXISTING PARAPET WALL TO REMAIN- `'f — ,• I 1 r . AM y ` r� -,__•_ 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER 0 RESISTANT BARRIERS "1-- 5/8" DENSGLASS GOLD SHEATHING EXISTING ROOFING SYSTEM TOREMAIN= —' 6" METAL STUD, SEE STRUCTURAL II emu I EXIST, JOIST TO REMAIN. 101 SEE STRUCTURAL" Ii Existing HigL Paraet 23'_ 0" A306-6 SLOPE -- I I T.O. Existing StoreFront 10. 011 EXISTING CMU WALL TO REMAIN' PRE-ENGINEERED STRUCTURAL FRAMING j '`"'"" _ J SYSTEM J Wall Section SCALE: 1/2" = V-131" , l r• Q // I 22'0" EXISTING BRACING BEYOND-----' If A303-7 I ,• NI PRE -FORMED METAL WALL PANEL'`f ,' `' I I - 4X4X4 CLIP. SEE STRUCTURAL SYSTEM OVER FURRING CHANNEL . r r Y 7/8" STUCCO SYSTEM W/ PAINTED EXISTING PARAPET WALL TO REMAIN — -`--- — SYNTHETIC TOP COAT AND 2 WATER / • • , � � 0 RESISTANT BARRIERS / I ------ _ 5/8" DENSGLASS GOLD SHEATHING EXISTING ROOFING SYSTEM TO REMAIN—'--' •�` I I I 6" METAL STUD, SEE STRUCTURAL ..... _ - ....._ .... I .'`A304-5 EXIST. JOIST TO REMAIN, I Q I SEE STRUCTURAL - A306-6 EXISTING CMU WALLTO REMAIN _ _ _ --SLOPE---- 'pi _ t EXISTING CMU WALL TO REMAIN � , - -- PRE-ENGINEERED STRUCTURAL FRAMING { SYSTEM �® T.O. Parapet 23'- 0" A306-7 I IQ. Existing StoreFront 10' - 0" j 7Z' r r _J .I77 EXISTING CONCRETE SIDEWALK TO j 1 .... REMAIN C:: , ••{ f _ l { T.O. Floor i Slab T.O. Floor Slab i i.. ,....t t 0 _ 0 f � n : i _ I I ___ -_ .e E ] jj jj I 2 Wall Section SCALE: 1/2" = 1'-0" EXISTING PARAPET WALL TO REMAIN EXISTING ROOFING SYSTEM TO EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING CMU WALL TO RE MA EXISTING STOREFRONT TO REMAIN,TYP. IIQI I I I _ A302.10 IQI I 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS - II 1 - — 5/8" DENSGLASS GOLD SHEATHING II I I I 6" METAL STUD, SEE STRUCTURAL 4X4X4CLIP. SEE STRUCTURAL A304-5 25'-0" Existing.High Parapet* 24'- 0' A306-6 SLOPE— A306-7 11 T.O. Existing S1 toreFront 10' - 0" —_ PRE-ENGINEERED STRUCTURAL FRAMINGs, - SYSTEM e, WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE I / ELECTRICAL EXISTING STRUCTURAL TO REMAIN ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD \ WALLS EXISTING CONCRETE SIDEWALK TO REMAIN} t \ t h T:O. Floor Slab Alk � .axvxr ��acx»sxau.»xo. ^yc,<w.,,,F.�, y,.., saw, Y..,, :r,.u,«rw..,.,...,��,.,�r,.,r, �-.++.•�.:..a d a � a0. � t J.➢ i r � I If .rvn I a• m..vrw.t I I I 1 E I I r r r v. II� I I I i L � t I t i I E I II {a II II.......I �ii:........i�I:......., I I.....: ��......_:. �......... l..... I............_ I .. I .. I..,..._...., - 3 Wall Section SCALE: 1/2" =1'-0" x X v U r--1 7 0 a) 1 I J m rn 4 ,...„» 0 !/ �� _ — N ( � t I P V © O41 � o I O - ca:: 1_ F r W C �' /') Cfl CLS CDI (15 f z � ;r C; z z I L' 1. w a® p 0o Z II I I I 6" METAL STUD, SEE STRUCTURAL 4X4X4CLIP. SEE STRUCTURAL A304-5 25'-0" Existing.High Parapet* 24'- 0' A306-6 SLOPE— A306-7 11 T.O. Existing S1 toreFront 10' - 0" —_ PRE-ENGINEERED STRUCTURAL FRAMINGs, - SYSTEM e, WALL MOUNTED EXTERIOR LIGHT, PROVIDE BLOCKING AS REQUIRED, SEE I / ELECTRICAL EXISTING STRUCTURAL TO REMAIN ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ STUD \ WALLS EXISTING CONCRETE SIDEWALK TO REMAIN} t \ t h T:O. Floor Slab Alk � .axvxr ��acx»sxau.»xo. ^yc,<w.,,,F.�, y,.., saw, Y..,, :r,.u,«rw..,.,...,��,.,�r,.,r, �-.++.•�.:..a d a � a0. � t J.➢ i r � I If .rvn I a• m..vrw.t I I I 1 E I I r r r v. II� I I I i L � t I t i I E I II {a II II.......I �ii:........i�I:......., I I.....: ��......_:. �......... l..... I............_ I .. I .. I..,..._...., - 3 Wall Section SCALE: 1/2" =1'-0" x X v U r--1 7 0 a) J m rn 4 ,...„» 0 !/ �� _ — N ( 4 Y w x P V © O41 � o tCi Q10 O - ca:: 1_ F r W C �' /') Cfl CLS CDI (15 z z z �-i L' 1. w a® p 0o Z V f/1 = O O y, U) z 7 0 a) J m rn 4 ,...„» 0 !/ �� _ — N ( ry, C) CO Y w x _W o cLs -C3 ® o o � o w O - 0 1_ F ry� yy W �O W C �' /') Cfl CLS CDI (15 z z z Cly w a® p 0o Z U) z 7 0 a) J m rn 4 ,...„» 0 !/ �� _ — N q ac ry, C) CO Y w x _W o cLs -C3 ® a � o L O - 0 1_ F ry� yy W �O W C �' /') Cfl CLS p 0: 0. UC C/) U) z 7 0 a) J m rn 4 ,...„» LU to :- Et !/ O N 00 N o � c O N N N cD cv a O N 00 N o q ac O Y w x N a ti 0 U O V f/1 = O O y, F- LLI U) W O z �2 O z Lu o ac N cD cv a O N 00 N o q ac U Y w x CC o a 0 0 U o I O I CIL I PRE -FORMED METAL WALL PANEL_ SYSTEM OVER FURRING CHANNEL - L 1 EXISTING BRACING BEYOND "I r ou EXISTING PARAPET WALL TO REMAIN 1 y 101 EXISTING ROOFING SYSTEM TO REMAIN— 1 k 101 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL 4X4X4 CLIP. SEE STRUCTURAL REPLACE DENSGLASS SHEATHING WITH F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP 25'-0" Y Existing High Parapet 24'- 0" CONT. TRACK ATTF CMU. SEE STRUCTI PRE -FORMED MET, SYSTEM OVER FUF 6" METAL STUD, SE EXISTING ROOFIN( EXIST. JOIST TO RE SEE STRUCTURAL EXISTING CMU WAL EXISTING STOREFI Wall Section"'', , __. 3 _; � I�_-- ;_._ ; _____ ,,_.- , ............ 2 SCALE: 1/2" = 1'-0" 'EM PER IONS, Q STUD EXISTING PARAPET I I EXISTING ROOFING EXIST. JOIST TO RE' SEE STRUCTURAL EXISTING CMU WAI EXISTING STOREFF 17Xisting_Low Paraget .,. - 0" 20 ' I.. .... € . ..... € f._...... ,........._ I E. _.. .,. I.3 .,,._,, Wali Section-'* SCALE: 1/2" = 1'-0" N, SAW CUT ) INSTALL NEW ROPOSED Existing StoreFront 10' - 0" T.O. Floor Slab 0' - 0" EXISTING PARAPET WALLT� EXISTING ROOFING SYSTEM EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING METAL METAL STUD WAL 1. EXISTING STOREFRONT 4 Wall Section SCALE: 1/2" = 1'-0" S.S. SCREW CONT S.S. CL 5 Parapet Cap Detail SCALE: 1 1/2" = 1'-0" CONT .045 EPDM LINER ANNODIZED ALUMINUM PARAPET CAP P.T. WOOD BLOCKING, TYP. MTL STUD _J�_ VARIES CONT S.S. CLIP SEALANT EXISTING CMU WALL 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS xisting High Parapet 24 0" TE MAIN, SAW CUT ED TO INSTALL NEW 5EE PROPOSED Existing StoreFront A301-8 T.O. Floor Slab 0'-0" O OT ` m Q, Q) O N Uc� a, n } �••- y N Q y o CO L O O O ^E _cD G) U- Cj "o ` rn N Z 1 o 'CIA 71 m z f) W Q o c Z a v m oN s aCJ w Ld [l_ 0 Q. U) U c: c o o L d.7 U) N O OT m Q, Q) O Uc� a, n } �••- y N Q y o CO L O O O ^E _cD G) U- o C:) rn N Z 1 o 0 m z f) W Q o c Z O OT m Q, Q) O Uc� a, n } �••- y N Q y o CO O -:d ® - O o� ^E _cD z a, o S_ coo ca a N z OT m Q, Q) ¢< �••- y w = w w co L0 Q) w (D o� N Z 1 O 0 m � � a v m oN s aCJ w U [l_ 0 U) U c: c o o L Q) U) N A Cy, tY Lu a_ O Z CD o� Z 1 O N LLI oN r aCJ w [l_ 0 0 U CONT. TRACK ATTACH TO EXIST. CMU, SEE STRUCTURAL EXISTING BRACING EXISTING PARAPET WALL TO REMAIN-- EXISTING AIN — EXISTING ROOFING SYSTEM TO REMAI EXIST. JOIST TO REMAIN. SEE STRUCTU EXISTING CMU WALL TO RE T.O. Frame 26'-0 � A303-7 L N - r .� _ Existing High Para et Alk _ — 24'- 0" Iol A304-5 I ! Iol 7/8" STUCCO SYSTEM W/ PAINTED --- SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS - -- 5/8" DENSGLASS GOLD SHEATHING \A 0 -- 6" METAL STUD, SEE STRUCTURAL II II II 101 LO II II 4X4X4 CLIP. SEE STRUCTURAL 00 II II II ISI O 6.. T.O. Existing StoreFront EO 0 � (V V - T- Q) Y— t d WALL MOUNTED EXTERIOR LIGHT, � W a) Y — PROVIDE BLOCKING AS REQUIRED, SEE O 12 Il (a) ELECTRICAL E N E Lu �O 101 lu 'u Ln O U 4 ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, O W x -- `` _ PROVIDE 2 MOISTURE BARRIERS Q STUD ..i O WALLS CIO i u `- t 101 r. U) (> 06 0 E g4 II 101 i c) <J N EXISTING CONCRETE SIDEWALK TO a_ REMAIN 3'-0" SPLICE BETWEEN EXIST. METAL STUDS, SEE STRUCTURAL EXISTINGBRACING BEYOND — EXISTING PARAPET WALL TO RE EXISTING ROOFING SYSTEM TO RE EXIST. JOIST TO REMAIN. SEE STRUCTURAL EXISTING METAL STUD WALL TO REMAIN— EXISTING STOREFRONT TO REMAIN, TYP, 2 Wall Section SCALE: 1/2" = V-0" A305-8 SIM 28'- 0" Existing High Parapet 24' - 0" REPLACE DENSGLASS SHEATHING WITH F.R.T. PLYWOOD ON ALL NEW MTL FRAMED WALLS FOR EXISTING TENANT SIGNAGE, TYP 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT AND 2 WATER RESISTANT BARRIERS 5/8" DENSGLASS GOLD SHEATHING 6" METAL STUD, SEE STRUCTURAL LED CANOPY LIGHT FIXTURE, SEE ELECTRICAL R`ea flT.O. Existing StoreFront A301-8 3'-0" SPLICE BETWEEN METAL STUDS, SEE ST EXISTING BRACING BE 3 5/8" METAL STUD, SE EXISTING PARAPET W EXISTING ROOFING S' EXIST. JOIST TO RE EXISTING METAL STl EXISTING STOREFRI 3 Wall Section SCALE: 1/2" = 1'-0" 9 EXISTING BRACING BEYOND IS EXISTING PARAPET WALL PANEL SYSTEM TO REMAIN I ,, EXISTING PARAPET WALL TO REMAIN— EXISTING ROOFING SYSTEM TO REMAIN EXIST. JOIST TO REMAIN. J� SEE STRUCTURAL --{___ LED CANOPY LIGHT FIXTURE, SEE___ ELECTRICAL I ��`' EXISTING METAL STUD WALL TO REMAIN EXISTING STOREFRONT TO REMAIN, TYP. 4 Wall Section SCALE: 1/2" = V-0" E k A306-9 Existing High Parapet 24' - 0" 5/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT EXISTING CONCRETE SIDEWALK TO REMAIN Existing StoreFront 10' - 0" M\ r'rs C) i'< 0 LO O r C) O 6.. N EO 0 � (V V - T- Q) Y— d Q � Z ( } � W a) Y z O 12 Il (a) E N E Lu �O (V lu 'u Ln O U 4 r'rs C) i'< 0 A320 / LO O r 4-1 O lam, y) V./ L N EO 0 � (V V - T- Q) Y— d Q � Z ( } � W a) Y z O 12 Il (a) E N E Lu �O (V lu 'u Ln O U 4 C O W x O ..i O NQ. CIO i u `- W r. U) (> 06 0 � g4 r_ LD N i c) <J N a_ aE0 w O co a 8. z ^� � O w V�J p C� � w 0 2 o V J co Un a ,y co A320 / LO O r 4-1 O N U � (V V O d <r � 00 � O Lu �O (V lu 'u Ln O U U C O W x O ..i O NQ. F- `- W R' U) (> F- 0 � W a_ O z A320 / U CNO V Z <r 00 cl Lu �O (V lu 'u Ln O U W x LL O O U A320 / STONE SILL PER MA INSTALLATION INSTL EXISTING STUCCO EXISTING 5/8 SHEAT EXISTING WALL TO L Column Detail Plan @ 3'-0" AFF SCALE: 3/4" = 1'-0" i WATER TABLE ABOVE ---� ,' < < /e /,/,` ;% ' I`� ELDORADO STONE VENEER',' , SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS,' FRAOVI//DE 2 MOISTURE BARRIERS /' \ \ GROUTED JOINT (TYP.) x ' 3/8" MORTAR 'I / ! % ✓' <,<v EXISTING WALLTO REMAIN V.I.F. Column Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" ""TL. STUD FRAMING RE. UCTURAL )TING WALL TO REMAIN LOVE EXISTING FINISH PREP NEW FINISH SYSTEM TYP. 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT 5/8 DENSGLASS SHEATHING STONE WATER TABLE PER MANUF. 3' 2 3/4" � INSTALLATION INSTRUCTIONS EXT. WALL LIGHT, RE: ELECTRICAL 9 Pilaster Detail Plan @ 11'-0" AFF SCALE: 3/4" = 1'-0" 6" METAL STUD, SEE STRUCTURAL EXISTING WALLTO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. 5/8 DENSGLASS GOLD SHEATHING 3/8' MORTAR ',ELDORADO STONE VENEER `.,SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS FRAMING GROUTED JOINT (TYP) 13 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" c STONE SILL PER MANUF. INSTALLATION INSTRUCTIONS EXISTING STUCCO EXISTING 5/8 SHEATHING TO REMAIN EXISTING WALL TO REMAIN Column Detail Plan @ 3'-0" AFF SCALE: 3/4" = 1'-0" Column Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 6" MTL. STUD FRAMING RE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. STONE WATER TABLE PER MANUF. INSTALLATION INSTRUCTIONS PRE- MANUFACTERED STRUCTURAL — E STEEL FRAMING SYSTEM ABOVE I d 1 !i Column Detail Plan @ 11'-0" AFF SCALE: 3/4" = 1'-0" EXISTING WALL TO REMAIN - ELDORADO STONE VENEER ` 9 REMOVE EXISTING FINISH PREP a; SYSTEM PER MANUF. FOR NEW FINISH SYSTEM TYP. — �y GROUTED JOINT (TYP) ° INSTALLATION INSTRUCTIONS, 00 C3 � � � o 3/8 MORTAR PROVIDE 2 MOISTURE BARRIERS 4co0 z CD w a ��c/) @ FRAMING N EL DORADO STONE VENEER ai o _o - 3/8 MORTAR � z SYSTEM PER MANUF. � GROUTED JOINT (TYP) n �� : INSTALLATION INSTRUCTIONS, C> ,_ co EXISTING WALL TO REMAIN rn 0.. �\ I. ° ''\ { - ' F'A 5/8 DENSGLASS SHEATHING TO REMAIN c O WATER TABLE ABOVE 4 W U ac a oG x C 0 0'- 9 1/4"' " 2- Column Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 6" MTL. STUD FRAMING RE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. STONE WATER TABLE PER MANUF. INSTALLATION INSTRUCTIONS PRE- MANUFACTERED STRUCTURAL — E STEEL FRAMING SYSTEM ABOVE I d 1 !i Column Detail Plan @ 11'-0" AFF SCALE: 3/4" = 1'-0" 7 Column Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 6" MTL. STUD FRAMING RE. STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. EXISTING STUCCO SYSTEM —'7/8" STUCCO SYSTEM W/ PAINTED s = 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT SYNTHETIC TOP COAT 2' 9" 2' 1, ° 5/8 DENSGLASS SHEATHING 5/8 DENSGLASS SHEATHING „ STONE WATER TABLE PER MANUF. _ ' INSTALLATION INSTRUCTIONS 4'- 4 3/4" STONE WATER TABLE PER MANUF. — EXT. WALL LIGHT, RE: ELECTRICAL INSTALLATION INSTRUCTIONS 10 Enlarged Pilaster Plan @ 10"-0" AFF Pilaster Detail Plan @ 3'-0" AFF SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" METAL STUD, SEE STRUCTURAL STING WALL TO REMAIN ROVE EXISTING FINISH PREP I NEW FINISH SYSTEM TYP. 14 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" i DENSGLASS SHEATHING t" MORTAR TOUTED JOINT (TYP) DORADO STONE VENEER �r'STEM PER MANUF, INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q FRAMING 6" METAL STUD, SEE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. 3/8' MORTAR L= 5/8 DENSGLASS GOLD SHEATHING 2,-9 — 2 1 ELDORADO STONE VENEER' SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ FRAMING Enlarged Pilaster Plan @ 1'-0" AFF 15 SCALE: 3/4" =1'-0" -- TING WALLTO REMAIN STUCCO SYSTE M W/ PAINTED ITHETIC TOP COAT )NE WATER TABLE PER MANUF. TALLATION INSTRUCTIONS DENSGLASS SHEATHING ITL. STUD FRAMING SEE STRUCTURAL 4 Pilaster Detail Plan @ 11'-0" AFF SCALE: 3/4" = 1'-0" 8 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 12 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" EXISTING WALLTO REMAIN WATER TABLE ABOVE ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ FRAMING 3/8" MORTAR 5/8 DENSGLASS SHEATHING 6" METAL STUD, SEE STRUCTURAL GROUTED JOINT (TYP) 3 5/8" METAL STUD, SEE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. 6" METAL STUD, SEE STRUCTURAL 5/8 DENSGLASS SHEATHING 3/8" MORTAR GROUTED JOINT (TYP) ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q FRAMING ---D JOINT (TYP) L` 16 Enlarged Column Plan @V-0" AFF SCALE: 3/4" = 1'-0" a 8" METALSTUD 3GLASS GOLD SHEATHING DO STONE VENEER PER MANUF. 4TION INSTRUCTIONS, :2 MOISTURE BARRIERS @ a EXISTING WALL TO REMAIN Lo ` 9 REMOVE EXISTING FINISH PREP a; CD FOR NEW FINISH SYSTEM TYP. — �y GROUTED JOINT (TYP) 00 C3 � � � o 3/8 MORTAR Eos 4co0 z CD w a ��c/) ,X � N EL DORADO STONE VENEER ai o _o � z SYSTEM PER MANUF. � F n �� : INSTALLATION INSTRUCTIONS, C> ,_ co s cv Z 0.. �\ I. PROVIDE 2 MOISTURE BARRIERS Q FRAMING c O F 4 W U ac a oG x C 0 o 7 Column Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 6" MTL. STUD FRAMING RE. STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. EXISTING STUCCO SYSTEM —'7/8" STUCCO SYSTEM W/ PAINTED s = 7/8" STUCCO SYSTEM W/ PAINTED SYNTHETIC TOP COAT SYNTHETIC TOP COAT 2' 9" 2' 1, ° 5/8 DENSGLASS SHEATHING 5/8 DENSGLASS SHEATHING „ STONE WATER TABLE PER MANUF. _ ' INSTALLATION INSTRUCTIONS 4'- 4 3/4" STONE WATER TABLE PER MANUF. — EXT. WALL LIGHT, RE: ELECTRICAL INSTALLATION INSTRUCTIONS 10 Enlarged Pilaster Plan @ 10"-0" AFF Pilaster Detail Plan @ 3'-0" AFF SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" METAL STUD, SEE STRUCTURAL STING WALL TO REMAIN ROVE EXISTING FINISH PREP I NEW FINISH SYSTEM TYP. 14 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" i DENSGLASS SHEATHING t" MORTAR TOUTED JOINT (TYP) DORADO STONE VENEER �r'STEM PER MANUF, INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q FRAMING 6" METAL STUD, SEE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. 3/8' MORTAR L= 5/8 DENSGLASS GOLD SHEATHING 2,-9 — 2 1 ELDORADO STONE VENEER' SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ FRAMING Enlarged Pilaster Plan @ 1'-0" AFF 15 SCALE: 3/4" =1'-0" -- TING WALLTO REMAIN STUCCO SYSTE M W/ PAINTED ITHETIC TOP COAT )NE WATER TABLE PER MANUF. TALLATION INSTRUCTIONS DENSGLASS SHEATHING ITL. STUD FRAMING SEE STRUCTURAL 4 Pilaster Detail Plan @ 11'-0" AFF SCALE: 3/4" = 1'-0" 8 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" 12 Pilaster Detail Plan @ 1'-0" AFF SCALE: 3/4" = 1'-0" EXISTING WALLTO REMAIN WATER TABLE ABOVE ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS @ FRAMING 3/8" MORTAR 5/8 DENSGLASS SHEATHING 6" METAL STUD, SEE STRUCTURAL GROUTED JOINT (TYP) 3 5/8" METAL STUD, SEE STRUCTURAL EXISTING WALL TO REMAIN REMOVE EXISTING FINISH PREP FOR NEW FINISH SYSTEM TYP. 6" METAL STUD, SEE STRUCTURAL 5/8 DENSGLASS SHEATHING 3/8" MORTAR GROUTED JOINT (TYP) ELDORADO STONE VENEER SYSTEM PER MANUF. INSTALLATION INSTRUCTIONS, PROVIDE 2 MOISTURE BARRIERS Q FRAMING ---D JOINT (TYP) L` 16 Enlarged Column Plan @V-0" AFF SCALE: 3/4" = 1'-0" a 8" METALSTUD 3GLASS GOLD SHEATHING DO STONE VENEER PER MANUF. 4TION INSTRUCTIONS, :2 MOISTURE BARRIERS @ a Lo ` 9 > o � O a; CD -f—e �y N Q � 00 C3 � � � o o 0 Eos 4co0 z CD w a ��c/) N z ai o _o � z w � Y n � O Lij C> ,_ co s cv Z Lo ` 9 > o � O a; CD 0 �y N Q � 00 C3 � � � o © Eos 4co0 z CD w a ��c/) Lo ` 9 > o � O a; �y w J >� Lu o co Lo a; o o © � N N z C) m n (D O F 4 W U ac a oG x C 0 o 2- w U) cn o � w a d z o o � z O F 4 W ac a oG x GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014). 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BYTHE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES. 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE, THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. MISCELLANEOUS STEEL 2. LADDERS 3. HANDRAILS 4. CLADDING SYSTEMS 10. DESIGN LOADS: A. DESIGN ROOF DEAD LOAD: 1. 25 PSF B. DESIGN ROOF LIVE LOAD: 1. 20 PSF C. DESIGN FLOOR LIVE LOAD: 1. SLAB ON GRADE........ 100 PSF D. DESIGN WIND LOAD: 1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VULT = 139 MPH. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), VASD = 108 MPH. 2. WIND IMPORTANCE FACTOR, I = 1.0 3, RISK CATEGORY: II 4. WIND EXPOSURE CATEGORY: C 5. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 7. WIND-BORNE DEBRIS REGION (WITHIN HURRICANE -PRONE REGIONS) A, WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE VOLT IS 130 MPH OR GREATER; OR B. IN AREAS WHERE VOLT IS 140 MPH OR GREATER. E. SEISMIC DESIGN DATA: 1. RISK CATEGORY II 2. SEISMIC IMPORTANCE FACTOR = 1.0 3. Ss = 0.11 g S1 = 0.05g 4. SITE CLASS D 5. Fa = 1.6 Fv = 2.4 6. SMS = 0.18g SM1 = 0.12g 7. SDs = 0.12g SD1 = 0.08g 8. SEISMIC DESIGN CATEGORY B 9, ORDINARY REINFORCED MASONRY SHEAR WALLS 10. RESPONSE MODIFICATION COEFFICIENT, R:2 11, SEISMIC RESPONSE COEFFICIENT, Cs: 0.06 12. DESIGN BASE SHEARS 102 KIPS $ , 202 KIPS H 13. SEISMIC ANALYSIS PROCEDURE: EQUIVILENT LATERAL FORCE 11, SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12, THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES D. STRUCTURAL STEEL E. STEEL OPEN WEB JOISTS AND METAL DECK F. COLD FORMED METAL FRAMING FOUNDATION: 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF TO BE CONFIRMED BY A LICENSED GEOTECHNICAL ENGINEER. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE BEARING PRESSURE. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER, 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC, 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING IS PROVIDED BY THE CONTRACTOR, SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. CONCRETE: 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI C. CONCRETE BEAM 4000 PSI ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1". B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.58. 3, CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL CONFORMING TO ASTM A--615 GRADE 60. SUBMIT ALL REINFORCING STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185, WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 7, LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11, CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12, CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. 15, A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE. 16. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. STRUCTURAL STEEL: 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. 2. MATERIALS: ASTM A 992, FY=50 KSI FOR W -SHAPES. ASTM A 500, GRADE B, FY=46 KSI FOR STRUCTURAL TUBING. ASTM A 501, FY=36 KSI FOR PIPES. ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS, ASTM A 307, GRADE A, ANCHOR BOLTS. ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. ASTM A 563, HEAVY HEX NUTS. ASTM A 436, HARDENED STEEL WASHERS. 3. THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR AS FOLLOWS: A. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. C. UNLESS NOTED, BOLTS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP THE BEAM SHEAR "V" NOTED ON THE CONTRACT DRAWINGS. IF THE BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE BEAM SHEAR V = W/2 WHERE W IS THE TOTAL ALLOWABLE BEAM UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WELD CONTINUOUS MEMBERS PLACED END TO END. 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH CORROSION INHIBITED PAINT. 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE COVER PROTECTION. COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL BE GALVANIZED. 2. ALL 43 MIL (18 GAUGE) AND 33 MIL (20 GAUGE) STUDS, JOISTS, TRACK, BRIDGING END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A MINIMUM YIELD OF 33,000 PSI (U.N.O.). 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653, 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 8-18 (0=.125") OR LARGER (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS). 5, UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORTS AT 16" MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD HEADER SCHEDULE ON TYPICAL DETAIL SHEET. ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES VASD = 108 MPH, EXP. C, RISK CATEGORY II, Cpi = +/- 0.18 10 20 50 100 j +11,1/-27.1 +10.3/-26.4 +9.5/-25.5 +8.7/-24.7 4 ; Lq w 2 +11.1/-45.4 +10.3/-40.5 +9.5/-34.2 +8.7/-29.3 w O O 0 �� vJ m U) EL EL 3 +11.1/-68.4 +10.3/-56.6 +9.5/-41.2 +8.7/-29.3 v Ca ai a o 1. EDGE DISTANCE A = 10.0 FEET A A - O _Q OSCG O 4 PLAN COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES VASA = 108 MPH, EXP. C, RISK CATEGORY II, Cpi = +/- 0.18 10 20 50 100 t} +27.1/-29.3 +25.9/-28.1 +24.2/-26.5 +23.0/-25.4 4 ; Lq w j +27.1/-36.2 +25.9/-33.8 +24.2/-30.6 +23.0/-28.1 w O O 0 �� vJ m U) EL EL 1. EDGE DISTANCE A = 10.0 FEET A A D ; o ;c I I ELEVATION METAL STUD FRAMING NOTES: 1. METAL STUD FRAMING: UNLESS NOTED OTHERWISE, 4", 6", AND 8" STUDS SHALL BE X 1 5/8"-18GA METAL STUDS AT 16" O.C. MAX. (SEE PLAN & SECTIONS FOR STUD SIZE) SEE ARCH FOR LOCATION AND EXTENTS. A. WHERE SHOWN, PROVIDE CONT. 18 GA. TOP & BOTTOM TRACKS. ATTACH TO STUD W/ #10 TEK SCREW EA. SIDE. B. STUD TO STUD CONNECTIONS SHALL BE WITH (4) #10 TEK SCREWS. C. STUD CLIP CONNECTION TO STRUCTURAL STEEL SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 4" STUDS AND 4X4X4" LONG FOR OTHER SIZE STUDS, W/ (4) 0.145 PAF TO STRUCTURAL STEEL, AND (4) #10 TEK SCREWS TO STUD, TYP. AT ATTACHMENT TO UNDERSIDE OF FRONT WALL W -SHAPES, PROVIDE CLIPS W/ 2" LONG VERTICALLY SLOTTED HOLES FOR CONNECTION, TYP. D. STUD CLIP CONNECTION TO C.M.U. OR CONCRETE SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 4" STUDS AND 4X4X4" LONG X 160A. CLIP FOR OTHER SIZE STUDS, W/ (4) 1/4"0 X 1 3/4" EMBED. TAPCONS TO C.M.U. OR CONCRETE, AND (4) #10 TEK SCREWS TO STUD, TYP. E. STUD CLIP CONNECTION TO CONT. 18GA. SHEET SHALL BE W/ 4X4X4"-16GA CLIP W/ (4) #10 TEK SCREWS TO CONT. METAL SHEET AND (4) #10 TEK SCREWS TO STUD„ TYP, F. SEE BRIDGING AND BRACING DETAILS THIS SHEET. 2. METAL STUD SHEATHING (USE PLYWOOD AT SIGNS): A. SEE ARCH DRAWINGS FOR LOCATIONS AND EXTENTS B. ATTACH 5/8" CDX PLYWOOD TO STUDS W/ #10 X 1 1/2" TEK SCREWS AT 6" O.0 AT PANEL EDGES, AND AT 12" O.C. IN FIELD. C. ATTACH 5/8"" DENSGLASS TO METAL STUDS W/#8 X 1-1/4" BUGLE HEAD SCREWS AT 8" O.C. AT PANEL EDGES, AND AT 8" O.C. IN FIELD. BRIDGING RECOMMENDATIONS SPANS ROWS REQUIRED UP TO 14' ONE ROW @ MID -SPAN BLOCKING NOTE: STRAP NOTE: PLACE SOLID BLOCKING AT TWO JOIST TOP STRAP NOT REQ'D. IF CONTINUOUSLY SPACES EACH END OF FLOOR SYSTEM, ATTACHED RIGID SHEATHING IS USED. ADJACENT TO ALL OPENINGS, AND AT TEMPORARY BRACING OF TOP FLANGE JOIST BRIDGING AT 10'-0"o.c. MAX. DURING CONSTRUCTION MAY BE REQ'D. MIN. 18 GA RUNNER TRACK SOLID BLOCKING 0 10'-0"o.c. MAX. MAKE RUNNER TRACK 8" LONGER THAN STUD INSIDE SPACING. CLIP FLANGES OF TRACK 4" FROM EACH END. BEND TRACK AT CLIPPED FLANGES. 1-1/4" x 20 GA. STRAPPING, SCREW ATTACH TO EVERY STUD FLANGE, BOTH SIDES w/(1)#10-16 SCREW. (STRAPPING TO START & END ON SOLID BLOCKING) SCREW ATTACH BOTH - PARTS OF CUT FLANGE TO STUD ON EACH SIDE WITH (2)#10-16 SCREW. AT BLOCKING OR SPLICE J USE (6)#10-16 SCREW ON EACH SIDE OF BLOCKING. TYPICAL JOIST BRIDGING WHERE BRACING 'TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE 1-1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. FLOOR JOISTS SEE PLAN x x t 1-1/2"x16 GAUGE COLD ROLLED CHANNEL, AT 4'-0" O.C. MAX. VERTICALLY x x , 2%2%16 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD, TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. WALL STUD TYPICAL LT. GAUGE LATERAL BRACING Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. N0, 26850 9 �� d' p o0 r+ Ca M Qr� CN mow" N 4 ; Lq w L V/ r C) w w F- W w v J y =Lj (f) w� 0 w W W 0 z ZU �'. TEiTF F �:�U z - J <t oRIV LL 0 Ill Ilit� s a. z LO CD y Q E 5 O m U � � C c o o �. N ° �- �- w ami w LU a - 6 z 4 2L c� UU 0 U L0 O N 4 ; C:) O ca w L V/ L I- w O O 0 �� vJ m U) EL EL U_ �7 o rn v Ca ai a o 0 w Z Q1 Z i L w ® > Cn o % J v N O co (D z w F- W w v J y =Lj (f) w� 0 w W W 0 z ZU �'. TEiTF F �:�U z - J <t oRIV LL 0 Ill Ilit� s a. z LO CD y Q E 5 O m U � � C c o o �. N ° �- �- w ami w LU a - 6 z 4 2L c� UU 0 U L0 O N C:) O ca w L LO LL I- w O o 0 �� vJ m U) EL EL w F- W w v J y =Lj (f) w� 0 w W W 0 z ZU �'. TEiTF F �:�U z - J <t oRIV LL 0 Ill Ilit� s a. z LO CD y Q E 5 O m U � � C c o o �. N ° �- �- w ami w LU a - 6 z 4 2L c� UU 0 U S001 u� v 0 L0 O N Z (ND ws v N 0 z O N fW- O �-' W = 2 IL S001 u� v 0 WEST RETAIL V SII— Z EL ALDI 1�zo 0 0 D Q z LU `n 0 D a 0 0 o ROSS a � � i 0 U DO 0 , n n n n n n J co O C=' Q Q 1 - ~ w w T S 7- c= o o cy a Ca o o p o ~ O a NOT IN SCOPE z _ a � WALMART Q 0 n Key Plan 0 AREA ADDRESSED IN THIS SHEET Key Plan Legend SEE SHEET A201 FOR FINISHES NOTES. 1.) TOP OF EXIST. SLAB - 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION. Z417,5�71-1 DENOTES NEIN METAL STUD FRAMING, SEE PUN. SEE FRAMING NOTES ON 5001. ARCH FOR LOCATION AND EXTENS. NOTE VERIFY ALL TOP OF PARAPET ELEVATIONS W/ ARCH DRAWNGS PRIOR TO FABRICATION AND CONSTRUCTION. NOIE SEE ARCH FOR EXTENTS OF DEMOLITION SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS 12 3 S301 S301 S301 Proposed North BLDG Left Elevation SCALE: 1/8" = 1'-0" 2 Proposed North BLDG Floor Plan SCALE: 1/8" = 1'-0" 1 2 3 S301 5301 S301 �> ' 1- z I� U z 11= IQ Proposed North BLDG Front Elevation (1 of 4 SCALE: 1/8" = 1'-0" 4 Proposed North BLDG Floor Plan (1 of 4) 6z SCALE: 1/8" =1'-0" 5 Proposed North BLDG Front Elevation (2 of SCALE: 1/8" = V-0" Existing High Paras _ 29'- 8" 4 1 5303 5304 Existing Low Para et _ 19' 0" T.O. Existing StoreFront IIIIIi 10'-0" wl S304 24 0 I� z z� IU O z I� 1 I Io zI IU) oI........_._ ......... ... ....... ........................I o L_ .................. ..................................... 6 _ Proposed North BLDG Floor Plan (2 of 4) SCALE: 1/8" = 1'-0" �1 S 2 3P S3033 5303 5303 S304P S304P T.O. Floor Slab � �_ 0' -0 " �I T.O. Floor Slab 0'-0" Allkt 1P "If got'r"Q1 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 00 21'- � C3') r b h � 3'-0' E-7 — — - IHGO 1 a IJ—t,— HE BUFFET -i 10' - 0, i G I 2 ,-- C) a I� z z� IU O z I� 1 I Io zI IU) oI........_._ ......... ... ....... ........................I o L_ .................. ..................................... 6 _ Proposed North BLDG Floor Plan (2 of 4) SCALE: 1/8" = 1'-0" �1 S 2 3P S3033 5303 5303 S304P S304P T.O. Floor Slab � �_ 0' -0 " �I T.O. Floor Slab 0'-0" Allkt 1P "If got'r"Q1 Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 00 Q a � C3') r b h � � � 2 ,-- C) a o o N Q) ; w O CV W Y CDw o ? w O _ Z U ,� z z "' 6 � O = o O 00 Z j N U 3 � N � � � 2 � o o N Q) U- V w O CV W Y CDw o ? w O _ Z U ,� z z "' 6 � O = o O 00 Z 3 F � N � � � 2 CD N � w O CV W Y ? w O i' U CV d 3 6 W = O N U c >= O O ++ N 2- 1- i` W co W CL O z F u7 O � � 2 ~ � w O T W Y ? w Y i' U CV N 3 6 W = F WEST RETAIL V G w u uUn CL ALDI o 0 U Da 0 CL z v)O D a O o o ROSS a z cn I 0 U D0 0 n_ n n n n n J U O O 6 D C7 b D d C� J W LU 2 Z � _ 0 0 0 O O O 0 0 GJ O £ NOT IN SCOPE C) LiWALMART U AREA ADDRESSED IN THIS SHEET Key Plan Legend NOTES: 1.) TOP OF EXIST. SLAB - 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGw ELEVATION. 2.) DENOTES NEW METAL STUD FRAMING, SEE PLAN. SEE FRAMING NOTES ON SOO1. SEE AR OR LOCATION AND EX'IENS. NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS W/ ARCH DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. NOTE: SEE ARCH FOR EXTENTS OF DEMOLITION SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS NI Ll.l I J U I— I nn A6 n 4A� Proposed North BLDG Front Elevation (3 of 4 SCALE: 1/8"=1'-0" wl z� I— c Proposed North BLDG Floor Plan (3 of 4 SCALE: 1/8" =1'-0" \ %.'e .. k - k Ik .. k kirui on a me nkl o e nvcinr ., k I k 3 Proposed North BLDG Front Elevation 4 of 4) SCALE: 1/8" =1'-0" MONO FOOTINGS, SEE SECTION 1 2 S309 S309 NEW BRACES ON BACKSIDE ' OF PARAPET, SEE SECTION 16'-0" Existing.Low Parapet. 7 19'-4" \r 5 Proposed North BLDG Right Elevation SCALE: 1/8" = V-0" MONO FOOTINGS, SEE SECTION DEEP MONO FOOTINGS, SEE SECTION Existing Low Parapets_ 19'-4" 6 Proposed North BLDG Floor Plan N SCALE: 1/8" = T-0" (�fd T.O. Floor Slab _ A Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. N0. 26850 S LO d N Q) C) cY7 +' � o 0 N N Qc� W f� o rn � Q 0 o m z LL_�< o -� w z w 2 w � U o 0 i S LO d N Q) C) cY7 +' � z N N Qc� W v O CC3 .o E9 LU z LL_�< o -� L) w � o c COo Z i CL " t' d WEE•- E�iJ W 1 LO d N O +' � z O N N V' N N Z O W 0CV d U C7 7 O T N U CTI � C O O_ W L W CL O Izi N 1 LO C; N O z w N V' N Z Y W 0CV WO U C7 T 1 Q F - Lu x 77) 0 U) WEST RETAIL u C, DZ LL 0 a 0 D Q Q z a - o v a `" 0 D a 0 0 Ro11 0 0 D0 0 z --- 0 c o c5 o r-_, c— o 0 0 o J 4 F - w 0 0 0 0 0 0 0 0 0 0 c' - F -- 0 NOT IN SCOPE vam.I WALMART e4 f�, n Key Plan -Z Em AREA ADDRESSED IN THIS SHEET Key Plan Legend NOTES., 1.) TOP OF EXIST. SLAB a 0'-0". 0'-0' IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION. 2.) [=DENOTES NEW METAL STUD FRAMING, SEE PLAN. SEE FRAMING NOTES ON 5001. SEE ARCH FOR LOCATION AND EXTENS. NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS W/ ARCH DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. NOTE: SEE ARCH FOR EXTENTS OF DEMOUTIONI 1 2 3 1 5310 1310 5310 3311 SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS Proposed South BLDG Front Elevation (i of 5 SCALE: 1/8" =1'-0" I i vwJCU vvU`o i uL-vv e ivvi i Tai i k i vi %J j �Z SCALE: 1/8 -1-0 it z' 3 1 2 3 2 S312 S311 S312 331 zB 3 Proposed South BLDG Front Elevation (2 of 5 SCALE: 1/8" =1'-0" 0 -Low Parapet . r 20' 0" Lting StoreFront_ 10'-U" T.O. Floor 31alb _ 01- 1-01, 4 Proposed South BLDG Floor Plan (2 of 5) SCALE: 1/8" = T-0" e1v Iw wl I= sj (¢5 Ci Proposed South BLDG Front Elevation (3 of 5) SCALE: 1/8" = 1'-0" E N U S E U U Z3 u o C!J v 6 0 .S .3 � V J �U U L o v n E C7 Lu Existin Lg ow Parapet 20'- 11 (D Clco C) ca L o Cn L LLJ c: . o -- L �. a O w o o. U (m o a %/ w �.. .0. Existing StoreFront � •�:;, a -� �r� �,� J EOF T.O. Floor Slab r�, RID?;-',�,g, �_ Q _U p N 0 U) 0 o w 0 �-j C,ll _o LL- 00 �a � Q _EL � Q dCIO Lu N i <t G - ami_ > L0 r - Z w C Cn O >- 0 q I\ co Z E N U S E U U Z3 u o C!J v 6 0 .S .3 � V J �U U L o v n E C7 Lu Existin Lg ow Parapet 20'- 11 (D Clco C) ca L o Cn L LLJ c: . o -- L �. a O w o o. U (m o a %/ w �.. .0. Existing StoreFront � •�:;, a -� �r� �,� S113 ti EOF T.O. Floor Slab r�, RID?;-',�,g, �_ Q _U p N 0 U) 0 w 0 �-j u r- s 00 N Q _EL dCIO N �w - o L0 r - w C �I Z � I\ U t� O ai t U :i1 = cr C O O +'+ w U - a (D o o ci E V Q w a U 5 yz C U S113 p N O u r- s Z N dCIO �w o w N Z U cr a o o ci Q S113 WEST RETAIL U ALDI o D a o z Q U O Z v' D a o 0 0 ROSS `a a o Da o (I n D n n n F� w w rr � P -- Cr 0 0 0 0CC 0 0 0 O O U) Z a _ NOT IN SCOPE C7 WALMART a 0 Key Legend Key Plan Legend NOTES. 1.) TOP OF EXIST. SLAB - 0'-0". (Y-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION. Y.) DENOTES NEW METAL STUD FRAMING, SEE PLAN, SEE FRAMING NOTES ON SOOT. SEE ARCH FOR LOCATION AND EXIENS. NOTE:; VERIFY ALL TOP OF PARAPET ELEVATIONS W/ ARCH DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. NOTE: SEE ARCH FOR EXTENTS OF DEMOLITION SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS 2 S320 I w w L Z 1 U U < 1 2 3 4 1 2 3 1 2 3 4 1 S317 S317 S317 S317 S318 S318 3318 S319 S319 S319 S319 S320 Proposed South Building Elevation (4 of 5 SCALE: 1/8" =1'-0" Q! MONO FOOTINGS, rvr-rr ria) vxvxI0-r SEE SECTION COLUMNS ON NEW 3'-0"x3'—O"x18" DEEP �® "ONO FOOTINGS, Proposed South BLDG Floor Plan (4 of 5) -E SECTION SCALE: 1/8" =1'-0" 34 S320 5320 COLUMNS ON NEW 3'—O"x3'-0"x18" DEEP MONO FOOTINGS, SEE SECTION COLUMNS ON NEW 3'-0"x3'—O"x18" DEEP MONO FOOTINGS, SEE SECTION �I Existing High Parapet iiiiil 24'-0" Existing. Low Parapet. _ 20'- 0" T.O. Existing StoreFront 011 T.O. Floor Slab 0'-0" Z IJ zI U <I 1 3 Proposed South Building Elevation (5 of 5 SCALE: 1/8" = T-0" U Q 4 Proposed South BLDG Floor Plan 5 of 5 SCALE: 1/8" =1'-0" aFJ 0 co CB Ll... co W 0 _0 W �/�W� v // W CL I— 0 F- LU CL w W V LO a't`1ci* L_ Z W -aa i F Z v 0 •. m 0 LO o a 0 6 (moi C) r - v SIJ C� E 0 WCCf O 0 I1., - G LL O CM o rn W n) m VJ�CD ai 0 o W Cz - Z z N G j Z W O U � Z, Go 71 aFJ 0 co CB Ll... co W 0 _0 W �/�W� v // W CL I— 0 F- LU CL w W LO a't`1ci* L_ Z W -aa i F Z v 0 •. m 0 LO o a 0 6 (moi C) r - v SIJ C� O 03 a WCCf O a 7 Z •� LL O H N � o W n) m VJ�CD ZLu IAli O CU I aFJ 0 co CB Ll... co W 0 _0 W �/�W� v // W CL I— 0 F- LU CL w W Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 LO a't`1ci* L_ Z W -aa i F Z v 0 •. m 0 LO o AT F � Zzo z SAL G� ��'� 0 <L r �w� U- 0 o� v <% � w / S D- Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S114 LO o o L ❑ N w N W `r ZLu W O CU N f� 7 O .O d L Q U) r - C O O ++ `. W (D N W IL O Z N S114 o o L w W `r ZLu W Y CU S114 (4) #10 TEK SCREWS, TYP. NEW 8"-180A METAL —� STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN 180A. CONT., TYP. 11 Ell 0 OL T NEW PARAPET I= 22'-0" + �m w � >� o + L...1 3 5/8"-18GA �_ LO • L U_ O I I! FRAMING AT 16" O.C. � 4 uJ Q C`/may\) c) es^ �� I co c / I� 3/4" CDX PLYWOODOL T EXIST. PARAPET + 71 1 ATTACH W/ #10 TEK =19'–O" i + + SCREWS AT 6" O.C. FIELD VERIFY + + EDGES AND 12" O.C. > + + �I INFIELD AT TENANT O ID + f ++f I 'I SIGN LOCATIONS � I++j ++ ++ I z z LLJ ® > va I� ON rW-- (z) O a a o o v U \\ I I I I I II CANOPY BY SUPPLIER (4) #10 TEK SCREWS,—, TYP. NEW 8"--18GA METAL —� STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN 180A. CONT., TYP. T NEW PARAPET 22'-0" U3 5/8"-18GA FRAMING AT 16" O.C. I 3/4" CDX PLYWOOD OL T EXIST. PARAPET + + ATTACH W/ #10 TEK T =19'–O" " FIELD VERIFY j + + SCREWS AT 6 O.C. + + I EDGES AND 12" O.C. + + INFIELD AT TENANT + + SIGN LOCATIONS ++f �`+f ++j vv� (4) #10 TEK SCREWS, --� TYP. NEW 8"-18GA METAL STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN OL T EXIST. STOREFRONT =10'–O" FIELD VERIFY 18GA. CONT., TYP. OL T NEW PARAPET = 22'-0" 3 5/8"-18GA FRAMING AT 16" O.C. I I) � I! 'i 3/4" CDX PLYWOOD OL T EXIST. PARAPET + + 11 ATTACH W/ #10 TEK =19'–O" SCREWS AT 6" O.C. FIELD VERIFY + + I EDGES AND 12" O.C. + + INFIELD AT TENANT + + SIGN LOCATIONS ++ ++ �I CANOPY BY SUPPLIER (4) #10 TEK SCREWS, --� TYP. NEW 8"-18GA METAL —� STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN 180A. CONT., TYP. OL T NEW PARAPET 22'-0" I , + + I 3 5/8"-180A FRAMING AT 16" O.C. r I' 3/4" CDX PLYWOOD OL T EXIST. PARAPET + + ATTACH W/ #10 TEK =19'—O" ++ SCREWS AT 6" O.C. FIELD VERIFY + + EDGES AND 12" O.C. + + j INFIELD AT TENANT + + SIGN LOCATIONS ++ ++ ++ ++ I �� I I l I I Ij� I I I it EXIST. STOREFRONT TO REMAIN I I I I I I I I I I S I I I II I II EXIST. CONC. SLAB ON EXIST. CONC. SLAB ON EXIST. CONC. SLAB ON j EXIST. CONC. SLAB ON J GRADE, FIELD VERIFYGRADE, FIELD VERIFY I GRADE, FIELD VERIFY GRADE, FIELD VERIFY T EXIST. SLAB T EXIST. SLABT EXIST. SLAB J j T EXIST. SLAB =0 —0 =0'—O"I =0 —0 =0 —0 Wall Section Wall Section Wall Section Wall Section SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. rtefIN = rAjrIN Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 U) U Q) U) Ca L V LLI w r ) w v LU Z� �i N4 5rr;67 Ln ° ° * .Z W Z S TE OF : dy Q b s"Z J '• sxs �� c I�j11 �Nj��j 0 0 0 • / = LLn 0 L �m w � >� o O 0 -a -�-•+ �_ LO • L U_ O Z !J � 4 uJ Q C`/may\) c) es^ �� I co c / E 0 N N > o O LL a � Z z z LLJ ® > va o ON rW-- (z) O U) U Q) U) Ca L V LLI w r ) w v LU Z� �i N4 5rr;67 Ln ° ° * .Z W Z S TE OF : dy Q b s"Z J '• sxs �� c I�j11 �Nj��j 0 0 0 • / = LLn L �m w � >� o O 0 -a LL1 c C �_ LO • L U_ O Z !J [� O uJ Q C`/may\) c) es^ �� I co c / a U) U Q) U) Ca L V LLI w r ) w v LU Z� �i N4 5rr;67 Ln ° ° * .Z W Z S TE OF : dy Q b s"Z J '• sxs �� c I�j11 �Nj��j 0 0 0 • / = LLn Ln o z� o � N N N O w N Z n Y C7 ON rW-- (z) O a a o o v U r_ o o '- W N V) a H � W rz a Z L0 o z� (.0 N w Z W Y C7 ON rW-- (z) a a o o v 18GA. CONT., TYP. ........ .... ................ _.....__...._I "f NEW PARAPET (4) #10 TEK SCREWS, �- — = 22'-0" TYP. NEW 8"-18GA METAL + 3 5/8"-18GA STUDS AT 16" O.C. I I FRAMING AT 16" O.C. �I I I r I 3/4" CDX PLYWOOD OL T EXIST. PARAPET " 3'-0" SPLICE BETWEEN + + ATTACH W/ #10 TEK =19 —0 EXIST. METAL STUDS I + + I SCREWS AT 6" O.C. FIELD VERIFY AND NEW METAL STUDS t + EDGES AND 12' O.C. W/ (2) #10 TEK, + I INFIELD AT TENANT SCREWS AT 4" O.C. + + I SIGN LOCATIONS EXIST. 8" METAL STUDS I + + AT 16" O.C., FIELD VERIFY + + + + EXIST. JOIST TO REMAIN - I I ...... ......... \I .. ,J, T EXIST. STOREFRONT _ �1 Y -- =10 —0 FIELD VERIFY CANOPY BY SUPPLIER EXIST. STOREFRONT TO REMAIN I EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 7 I 4 T EXIST. SLAB IT =0-0 11 Wall Section SCALE: 1/2" = 1'-0" EXIST. 8" METAL STUDS - AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN - T EXIST. CONC. SLAB C GRADE, FIELD VERIFY 2 Wall Section SCALE: 1/2" =1'-0" gk T EXIST. PARAPET =19 —0 FIELD VERIFY NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES T EXIST. SLAB =0 —0 EXIST. 8" METAL STUDS - AT 16" O.C., FIELD VERIFY EXIST. JOIST TO REMAIN I I A I I I I I I I T EXIST. STOREFRONT =10'—O" FIELD VERIFY ! is EXIST. CONC. SLAB C GRADE, FIELD VERIFY 3 Wall Section SCALE: 1/2" = 1'-0" ob T EXIST. PARAPET =19'—O" FIELD VERIFY L CANOPY BY SUPPLIER NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES - EXIST, STOREFRONT TO REMAIN 06 T EXIST. SLAB =0'—O" EXIST. 8" METAL AT 16" O.C., FIE EXIST. JOIST TO REMAIN EXIST. CI GRADE, f OIL T EXIST. PARAPET =19'—O" FIEL 9 —0"FIELD VERIFY ) STRUCTURAL WORK AT IIS SECTION, SEE ARCH IR FINISHES T. STOREFRONT REMAIN 4 Wall Section SCALE: 1/2" = 1'-0" OIL T EXIST. SLAB =0'—O" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 N � C`1 p O + U. r_� r N O t'o Z p L N O N 00 d C77 w Q CD 0 a � . U-1 7 z j Cf1 G U Q Z O z A o U O N O f0 Z O L N O N 00 d C77 w Q CD 0 a � Q U-1 7 z j Uj G U Q Z O z O N O f0 Z O N 0 N 00 N w Q O Q O z A o s U C c o 0+J .�i Q 5 wU) N � � o w a 6 z O N O Z N 00 w Q Q � z A o OL T/EXIST. PARAPET -Y29 —8 FIELD VERIFY NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES LC BY SUPPLIER Wall Section SCALE: 1/2" = 1'-0" T EXIST. STOREFRONT =10 —0 FIELD VERIFY OL T EXIST. SLAB =0'—O" OL T EXIST. PARAPET =29'-8" FIELD VERIFY NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES CANOPY BY SUPPLIER 2 Wall Section SCALE: 1/2" =1'-0" ob T EXIST. STOREFRONT =10'—O" FIELD VERIFY OL T EXIST. SLAB =01-011 NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES 3 Wall Section SCALE: 1/2" = 1'-0" OL T EXIST. PARAPET IF =29'-8" FIELD VERIFY 06 T/EXIST. SLAB 'IF0 —0 4 Wall Section SCALE: 1/2" = 1'-0" (IST. SLAB -0 GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION, 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. ]UGGENE077MM "r ¢fig x i N Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 a �. �"� I"1 rt, mow/ �✓ Ass.\ Oco 4J m � Z � U V o V Q� _o LL- C- LO O CD m a Oco 4J m � Z � U V o N Q� _o LL- C- LO O CD m MC 2 a) CD o w E Oc -K-- z z Q o N i z w rq Y 0 �- O � 0c) Z o a Oco 4J m � Z � U V N ^, N O Z3 MC 2 E Oc 0 u� 12 o N LU Y nd O � o o w T a n 5645 - O -z ..; E OF mc�LO : f5 -z -z Q -Lu U (4w z lf!!!��` o w oo-j ch . 2" 7 =a" a Oco m � Z o N N d N 0 N LU Y C7 O � o o w T a o U ch C a O o N a j L W N y (!1 D0-1 F w IL 0 r'" z a Oco Z N d LU Y C7 O N o a w T a o U a EXIST. CON( ON GRADE, VERIFY 1 of, A nAAI'I" TVD Wall Section SCALE: 1/2" = 1'-0" 3T. STOREFRONT 0 r__ VERIFY 3T. SLAB 7r --- EXIST, COI SLAB ON FIELD VER 1Qr1A PAKIT TVD 2 Wall Section SCALE: 1/2" = 1'-0" 'W PARAPET 1• -0 J. STOREFRONT 0 VERIFY 3T. SLAB EXIST. COI SLAB ON FIELD VER 3 Wall Section SCALE: 1/2" =1'-0" EFRONT GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 /0 O p LQ N to � tri �.`✓t RS 0 co Cf) (D C� olu C3 C3 a LU (B _O O r y `J OQ7 z C!) E Q\ � y LU �++ O C F- ! n w ) `r � CI) CD O O R 1� CD E r W a W :A W I` HE w v U` O U U CD O �d y w � LQ N RS 0 co Cf) (D C� olu C3 C3 a LU (B _O O r y `J OQ7 z C!) E w LU �++ O C F- ! n w ) `r � CI) CD O O OW CD E r W d :A W I` HE w CL (� `o w o U` O U LU CD O 00 71 y w � LQ N RS 0 co Cf) (D C� olu a LU (B _O O r y `J a z C!) E w LU �++ O C F- ! n w ) `r � V z OW CD E e r, d :A W I` HE I-- CL (� `o w o U` d Z LU Q O "C3 Q �wL < Q J w C = Q d a LQ N RS O N A N N W `r N z OW CD d I-- Y U` d 7 LU O "C3 Q C _ d a O 1 � U U >= 0 0 w N w a a Z C5 <9 N W `r N z OW Y U` d N LU Q C _ a O 1 � U E> TC Wall Section SCALE: 1/2" = 1'-0" 180A. CONT., TYP. 18GA CONT. TRACK ATTACH __............_...._.........._ .....I T EXIST. PARAPET TO EXIST CMU W/ (2) , ;a + =22'—O" FIELD VERIFY 1/4-0 X 1 3/4" EMBED a� N CA TAPCONS AT 16" O.C. li! � Z ATTACH EA. STUD TO `o I I ++ � I ( 3 5/8"-18GA TRACK W/ (1) #10 TEK N I FRAMING AT 16" O.C. SCREWS EA. SIDE CD m N W '°0 4 EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM } w I I I T EXIST. PARAPET IS NOT GROUTED, GROUT SOLID ( ', ® i _SHEATHING, SEE ARCH FIELD VERIFY FY EXIST. 8" CMU PARAPET T a CD D WALL TO REMAIN 0 6"-18�GA FRAMING AT 16 O.C. EXIST. ROOF FRAMING, N I I FIELD VERIFY I 14"x4"x4"x14 GA. CLIP W/(2) 11/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS (n .....f INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. c0 0 -. .y Q � w w ( EXIST. 8" CMU WALL I I \\ TO REMAIN � o a 1. T=XIST. STOREFRONT _. _ T, .. ......... 10-0 FIELD VERIFY �.CANOPYBY SUPPLIER o' 18GA. CONT. TRACK, TYP. EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 2 Wall Section SCALE: 1/2" = 1'-0" EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY T/EXIST. SLAB =o'-011 18GA CONT. TRACK ATTACH :......... TO EXIST CMU W/ (2) J 1/4"4 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA, STUD TO f I I + TRACK W/ (1) #10 TEK SCREWS EA. SIDE I I EXIST. GROUTED BOND BEAM, *� FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLIDT IT 11 I; I EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 18GA. CONT., TYP. OL T EXIST. PARAPET =22'—O" FIELD VERIFY -3 5/8"-18GA FRAMING AT 16" O.C. T EXIST. PARAPET SHEATHING, SEE ARCH =19'-4" FIELD VERIFY --- 6"--18GA FRAMING AT 16" O.C. /--4"x4"x4"x14 GA. CLIP W/(2) I 1/4"0 X 1--3/4" EMBED TAPCONS INTO EXIST. CMU l._(\ AND (4)#10 TEK SCREWS \\ INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. Ij \ 3 Wall Section SCALE: 1/2" =1'-0" T EXIST. STOREFRONT OREFRONT =10'—O" FIELD VERIFY CANOPY BY SUPPLIER 180A. CONT. TRACK, TYP. EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY EXIST. 8" CMU PARAPET WALL TO REMAIN EXIST. ROOF FRAMING,— FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB C GRADE, FIELD VERIFY 4 Wall Section SCALE: 1/2" = 1'-0" T EXIST. PARAPET 19'-4" FIELD VERIFY NO STRUCTURAL WORK AT THIS SECTION, SEE ARCH FOR FINISHES EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY OL T/EXIST. SLAB =0'—O" r U) U C/) Sr.. U w i w C!) w co z Z b O w w z a To:U Sri ¢� U) \\\\ p0 LL 0 O �'/1 l/ Q (21� w GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY, VERIFIED 24" STUD SPACING IS ADEQUATE. c) `O a� N CA 4-i � Z � `o N ® N LLo CD m N W '°0 4 > } w -'c� z z w ® > Uj o 1- T a CD D Z 0 r U) U C/) Sr.. U w i w C!) w co z Z b O w w z a To:U Sri ¢� U) \\\\ p0 LL 0 O �'/1 l/ Q (21� w GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY, VERIFIED 24" STUD SPACING IS ADEQUATE. c) `O a� N o 4-i � Z � `o N ® N LLo CD m N W ai a > } w -'c� z z w ® > Uj o 1- T a CD D Z r U) U C/) Sr.. U w i w C!) w co z Z b O w w z a To:U Sri ¢� U) \\\\ p0 LL 0 O �'/1 l/ Q (21� w GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY, VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 `O a� N o � Z o N ® N N W w 0 0 -'c� d a � U T a 3 0 0 U N 0 (n C c0 0 -. .y Q � w w N � o o' w 0 z Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S305 z , a r �v O N o Z � N W w Y 0 -'c� w a U T a 0 U S305 z , a r �v 06 T EXIST. PARAPET =19'-4" FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 180A CONT. TRACK ATTACH TO CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE NEW 6" CMU STARTER COURSE W/(1)#4 DOWELS AT 24" O.C. DRILL AND EPDXY 3" MIN. TO EXIST. CONC., GROUT ALL COURSES _ T EXIST. SLAB =0'-O" Wall Section SCALE: 1/2" = 1'-0" 18GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO + TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID II EXIST. 8" CMU PARAPET — WALL TO REMAIN II EXIST. ROOF FRAMING, FIELD VERIFY I I EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB C GRADE, FIELD VERIFY 180A. CONT., TYP. OL T EXIST. PARAPET =22'-O" FIELD VERIFY -3 5/8"-18GA FRAMING AT 16" O.C. OL T EXIST. PARAPET SHEATHING, SEE ARCH =19'-4" FIELD VERIFY ---6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) �1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED �..\ VERTICALLY 4'-0" O.C. MAX. -- -- T EXIST. STOREFRONT =10 -0 FIELD VERIFY CANOPY BY SUPPLIER 18GA. CONT. TRACK, TYP. EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 2 Wall Section SCALE: 1/2" = 1'-0" Maw +—+ v ++ - _— +- 18GA CONT. TRACK ATTACH If I I TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED I TAPCONS AT 16" O.C. ATTACH EA. STUD TO i• +-+ TRACK W/ (1) #10 TEK +� + SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. 8" CMU PARAPET WALL TO REMAIN I I -----' II! f -18GA. CONT., TYP. Lai II I' ++ ++ ob T EXIST. PARAPET =22'-0- FIELD 22-0 FIELD VERIFY 18CA CONT. TRACK ATTACH To ExlsT cMu w/ (z) I 1/4-0 X 1 3/4" EMBED -6"-18GA FRAMING TAPCONS AT 16" O.C. AT 16" O.C. ATTACH EA. STUD TO + ++ + j» TRACK W/ (1) #10 TEK SCREWS EA. SIDE T EXIST. PARAPET f _ _ EXIST. GROUTED BOND BEAM, SHEATHING, SEE ARCH FIELD VERIFY FIELD VERIFY. IF BOND BEAMlip, IS NOT GROUTED, GROUT SOLID iI II EXIST. 8" CMU PARAPET WALL TO REMAIN I' 6"-18GA FRAMING I I I AT 16" O.C. v........_ :., EXIST. ROOF FRAMING, —\ ( EXIST. ROOF FRAMING, FIELD VERIFY I I „ FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB C GRADE, FIELD VERIFY 4 x4 x4 x14 GA. CLIP W/(2) X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED \ VERTICALLY 4'-0" O.C. MAX. __..._..._....__._..__._.-__._ ..... _.... ............... ...._: \ . T EXIST. STOREFRONT FIELD VERIFY CANOPY BY SUPPLIER 18GA. CONT. TRACK, TYP. EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 3 Wall Section SCALE: 1/2" =1'-0" T/EXIST. SLAB __n1 nrr- 18GA. CONT., TYP. OL T EXIST. PARAPET =24'-O" FIELD VERIFY 6"-18GA FRAMING AT 16" O.C. T EXIST. PARAPET =20'-O" FIELD VERIFY SHEATHING, SEE ARCH -4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 18GA. CONT. TRACK, TYP. Z, EXIST. 8" CMU WALL \\\ TO REMAIN - \ T EXIST. STOREFRONT FIELD 10'-� VERIFY CANOPY BY I SUPPLIER EXIST. STOREFRONT TO REMAIN i EXISTING CONC. SIDEWALK, EXIST, CONC. SLABON FIELD VERIFY GRADE, FIELD VERIFY L, � OL T/EXIST. SLAB I —n'— n 4 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S306 (D`0 ... 4o m w Q P-� 0 N 'Q P-4 V. d N _d CD rn � ALL o a o Z w coo Q N O Z 7 > L Uw,bj) ❑- CO d d y�' C K O V aI Z V U S306 (D`0 ... 4o m � N E d N _d CD rn � � > Q o a o Z w � Q N O Z 7 > L Z W ❑- CO d d y�' C K O V 00 Z S306 (D`0 ... 4o m � N N O N � = c�00 p o Z w � Q N O z a 7 w w = O ❑- ❑ U V N U r- 0 0 i+ `^ W o w EL 0 z S306 � = c�00 p o Z w N Q N O z a d w w = ❑- ❑ U V S306 (4) #10 TEK SCREWS, 18GA. CONT., TYP. TYP NEW 6"-180A METAL........... _ ....__.. ..........._._..._..... _. PARAPET U STUDS AT 16" O.C. J = 24 0 .! / NEW 8 + i + + — — m STUDS AT 16" O.C. O NEW 3 5/8"-180A j I 6"-180A FRAMING HORIZ. METAL STUDS ! z (n C) o _..._'...1 AT 16" O.C. AT 16" O.C. W/(4) +# �+ ++ f T EXIST. APET ( #10 TEK SCREWS, 10 TEK SCREW EA. END a + - 22'-0"__....._ o I + I FIELD VERIFY +1 I I I ;.,�- SHEATHING, SEE ARCH < Lo O z *t` OF 6"-18GA FRAMING 18GA CONT. TRACK ATTACH i I + I AT 16" O.C. EXIST. GROUTED BOND BEAM, --//- TO TO EXIST CMU W/ (2) I FIELD VERIFY. IF BOND BEAM D + 4"x4"x4"x14 GA. CLIP W/(2) IS NOT GROUTED, GROUT SOLID + 1/4-0 X 1 3/4" EMBED „ I ++_--_ __..... 1/4.0 X 1-3/4" EMBED TAPCONS AT 16 D.C. IN I + TAPCONS INTO EXIST. CMU EXIST. GROUTED BOND I I AND (4)#10 TEK SCREWS BEAM ATTACH EA. STUD TO I I INTO EA. STUD SPACED TRACK W/ (1) #10 TEK VERTICALLY 4'-0" O.C. MAX. SCREWS EA. SIDE I I I I 18GA. CONT. TRACK TOP & EXIST. GROUTED BOND BEAM, i L BOTTOM, TYP. FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID wl F F EILD VEROY FRAMING, FIEILD VERT ROOY FRAMING, fl I E3 6307 S 07 EXIST. C.M.U. WALL, SEE PLAN FIELD VERIFY -...-- ...................... ...Lj ---- --------------------------------------------------------- ._pk TEXIST. STOREFRONT ,jP =10'—O" FIELD VERIFY [HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN EXISTING STOREFRONT TO REMAIN 3/4" THICK BASE PLATE W/ -I (4) 3/4"0 F1554 GRADE 36 ANCHOR RODS W/ 5" PROJECTION AND 12" EMBEDMENT PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) EXISTING CONC. SIDEWALK, FIELD VERIFY EXIST. CONC. SLAB ON #4 X 36" LONG DOWELS GRADE, FIELD VERIFY AT 12" O.C. DRILL AND EPDXY 6 MIN. INTO Sr47 EXIST. SLAB Wall Section SCALE: 1/2" = 1'-0" BASE PLATE DETAIL SECTION A 1 1/2##=l 0-0## S307 12- 3/4- THICK (4)#5 E.W. BOTTOM SQUARE \\-1/4- CAP PLATE -HSS 12x2x1/4 (LSV) BEAM 1/2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT '-'NEW HSS 6x6x1 /4 COLUMN o�- zo 2� Y N EXIST. CURB, FIELD VERIFY *T/EXIST. SLAB =01-011 �1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER ;2x1 /4 (LSV) O.C., SEE PLAN 12x2x1 /4 (LSV) M CAP PLATE HSS 6x6x1/4 W-UL_UMN SECTION K E 1/2" = 1'-0" S307 EXIST. C.M.U. WALL, FIELD VERIFY ob T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY C. 5307 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO STUD SHEATHING, SEE ARCH 18GA. CONT., TYP. T NEW PARAPET = 22 -0 �- 3 5/8"-180A FRAMING AT 16" O.C. 6"-18GA FRAMING AT 16" O.C. -4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" D.C. MAX. 18GA. CONT. BOTTOM, TYP. SEE PLAN HSS 6x2x1 /4 (LSV) AT 24" Q.C., SEE PLAN EXISTING STOREFRONT TO REMAIN 3/4" THICK BASE PLATE W/ --j (4) 3/4"0 F1554 GRADE 36 ANCHOR RODS W/ 5" PROJECTION AND 12" EMBEDMENT PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) EXISTING CONC. SIDEWALK, FIELD VERIFY #4 X 36" LONG DOWELS AT 12" O.C. DRILL AND EPDXY 6" MIN. INTO EXIST. SLAB s3o7 2 Wall Section SCALE: 1/2" = V-0" 0 3" (4)#5 E.W. BOTTOM 3'-0" SQUARE /2 X 2-1/2" X 6-1/2" PLATE SS 6x2x1 /4 (LSV) T 24" O.C., SEE PLAN 1) 5/8"0 X 5" EMBED PDXY ANCHOR IN ROUTED CELLS SECTION C 3" = 1'-0" S307 Ilk = 11'-0» \"\-1/4- CAP PLATE HSS 12x2x1 /4 (LSV) BEAM 1/2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT —NEW HSS 6x6x1 /4 COLUMN o �- zo 2 04 Y EXIST. CURB, FIELD VERIFY OL T EXIST. SLAB =0'-O" i �1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER 180A CONT, TRACK ATTACH ---\ TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. 8" CMU PARAPET - WALL TO REMAIN EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY F 3 Wall Section SCALE: 1/2" = 1'-0" 18GA. CONT., TYP. OL T EXIST. PARAPET =22'-O" FIELD VERIFY -6"-18GA FRAMING AT 16" O.C. T EXIST. PARAPET SHEATHING, SEE ARCH =19'-4" FIELD VERIFY 6"-180A FRAMING AT 16" 0. C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. EXIST. STOREFRONT TO REMAIN 180A CONT. TRACK ATTACH TO CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE NEW 6" CMU STARTER COURSE W/(1)#4 DOWELS AT 24" O.C. DRILL AND EPDXY 3" MIN. TO EXIST. CONC. AND (1)#3 CONT. HORIZ., GROUT ALL COURSES T EX _n - EXISTING CONC. SIDEWALK, FIELD VERIFY GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTION PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S307 L0 � U CU o CID N 0 CO m _� O � O —0 O O - w z (n C) o �Y 0U) M <n w St LL_ IL o rn v N < Lo O z *t` OF r oz ;4JQ a� o w ® U) � a e�1 CD U o Z 'd �\ `y Cn 4� N L wl F c U c 0 S307 L0 � U CU o CID N 0 CO m _� O � O —0 O O - w z (n C) o o 0 0U) M <n w LL_ IL o rn v N < Lo O z *t` OF r oz ;4JQ a� o w ® U) � a e�1 CD U o Z S307 L0 � U CU o CID N 0 CO m _� O � O —0 O O - w z (n C) o 0U) M <n w IL N v N z Lo O —[� J z *t` OF r oz ;4JQ a� o A' _ w Q LL 1 ! 'j{ � a e�1 S307 L0 o� o m O p N N v z 0 O T W N a� o w � Y v (7 Z U 'd N L U c 0 o+: N a L w a I-- � 73 w a. 0 z S307 o� o v z 0 LO T W N w o w � Y v (7 Z S307 NEW 3 5/8"-180A 18GA. CONT., TYP. HORIZ. METAL STUDS AT 16" O.C. W/(4) (D #10 TEK SCREW EA. W T NEW PARAPET END « + «+ + ++ — _ = 22 -0 J� 18GA CONT. TRACK ATTACH N TO EXIST CMU W/ (2) I I I I II NEW 6"-180A METAL 1/4-0 X 1 3/4" EMBED I I I m STUDS AT 16" O.C. TAPCONS AT 16" O.C. TAPCONS AT 16" O.C. o r-- I -I -f ATTACH EA, STUD TO ATTACH EA. STUD TO z -` TRACK W/ (1) #10 TEK TRACK W/ (1) #10 TEKI I T EXIST. PARAPET SCREWS EA. SIDE SCREWS EA. SIDE I 1 p =19'-4" CG Z ' FIELD VERIFY EXIST. 8" CMU PARAPET 6"-18GA FRAMING AT + I + =F WALL TO REMAIN 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) EXIST. 8" CMU PARAPET r I 4"x4"x4"x14 GA. CLIP W/(2) EXIST. GROUTED BOND BEAM, WALL TO REMAIN I (! I I 1/4 0"� X 1-3/4" EMBED 1/4"TAPCONS FIELD VERIFY. IF BOND BEAM EXIST. GROUTED BOND BEAM, I 1 ° °...� INTO EXIST. CMU IS NOT GROUTED, GROUT SOLID FIELD VERIFY. IF BOND BEAM AND (4)#10 TEK SCREWS INTO EA. STUD SPACED IS NOT GROUTED, GROUT SOLID I INTO EA. STUD SPACED EXIST. ROOF FRAMING,_ EXIST, ROOF FRAMING, I _ VERTICALLY 4'-0" O.C. MAX. FIELD VERIFY %/ FIELD VERIFY +1 — � � 0 SHEATHING, SEE ARCH �...I\ 6"-18GA FRAMING AT 16" O.C. Q F - w N U) + \$HEATHING, I i SEE ARCH \ EXIST. 8" CMU WALL TO REMAIN EXIST. 8„ CMU WALL I I \ \ TO REMAIN Lu ;I T EXIST. STOREFRONT OL T EXIST. STOREFRONT =10'-O” FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY CANOPY BY SUPPLIER 180A. CONT., TYP. EXIST. STOREFRONT TO REMAIN Wall Section SCALE: 1/2" = 1'4" ANGLE TO HSS L3x3: CLIP W/ (4) #10 TEK SCREWS DETAIL A 1 1 /2" = 1'-0" S308 NEW 3 5/8"-18GA 18GA. CONT., TYP. HORIZ. METAL STUDS AT 16" O.C. W/(4) (D #10 TEK SCREW EA. _ T NEW PARAPET END ++ ---- j = 22-0 N o 0 18GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) CU II 1 NEW 6"-18GA METAL 1/4"0 X 1 3/4" EMBED CD m STUDS AT 16" O.C. TAPCONS AT 16" O.C. o r-- I -I -f NEW 8"-18GA METAL ATTACH EA. STUD TO z -` STUDS AT 16" O.C. TRACK W/ (1) #10 TEKI I C7 �.. T EXIST. PARAPET SCREWS EA. SIDE W p O CG Z ' FIELD VERIFY 6"-18GA FRAMING AT I + =F v 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) EXIST. 8" CMU PARAPET r I 1/4"0 X 1-3/4" EMBED WALL TO REMAIN I I TAPCONS INTO EXIST. CMU EXIST. GROUTED BOND BEAM, I AND (4)#10 TEK SCREWS FIELD VERIFY. IF BOND BEAM INTO EA. STUD SPACED IS NOT GROUTED, GROUT SOLID I _ VERTICALLY 4'-0" O.C. MAX. EXIST, ROOF FRAMING, r_ FIELD VERIFY — � � 0 SHEATHING, SEE ARCH N Q F - w N U) \ EXIST. 8" CMU WALL TO REMAIN Lu ;I T EXIST. STOREFRONT <. =10'-0' 0 FIELD VERIFY j CANOPY BY SUPPLIER EXIST. STOREFRONT TO REMAIN 180A. CONT., TYP. 8"-180A FRAMING AT 16" O.C. 6"-18GA FRAMING AT 16" Q.C. "" .'i T NEW PARAPET - = 26'-0" i ._ I� II II If 3 5/8"-18GA 1 I 1 FRAMING AT 16" O.C. NEW CONT. HSS 4x4x1 /4 -+ I, ( #10 TEK SCREWS, TYP ATTACH TO EA. METAL STUD, SEE DETAIL A/S308 I II II NEW 3"0 "STD PIPE BRACE I I I I I 1 "� NEW 3 5/8' 18GA HORIZ. METAL STUDS AT AT 10 -0 O.C. MAX., '-.-.. '- SEE ELEVATION --- 16" O.C. W/(4)#10 TEK SCREW EA. END I II II I 118GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA, SIDE 1 I I 1! of T EXIST. PARAPET =19-4 1 FIELD VERIFY 6"-18GA FRAMING AT 16" O.C. EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM I I I I I SHEATHING, SEE ARCH IS NOT GROUTED, GROUT SOLID „ PIPE TO Ll I I I I EXIST. 8" CMU PARAPET l'- 6MIN. 1/4 CHANNEL I + WALL TO REMAIN FROM TOP OF = 6'-0" EXIST. JOIST, NEW CONT. C12 X 25 ! VERIFY Is Ty' II ( ARCH 4"x4"x4"x14 GA. CLIP W/(2) 1/4 0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU \�\ AND (4)#10 TEK SCREWS ` INTO EA. STUD SPACED \ VERTICALLY 4'-0" O.C. MAX. i 1I�GA. CONT, TRACK, TYP, EXIST. ROOF FRAMING, FIELD VERIFY \�\ EXIST. 8" CMU WALL \� TO REMAINLi \ \' ......................................... ....; �j T EXIST. STOREFRONT t ...... .............................. i =101-011 FIELD VERIFY EXIST. STOREFRONT TO REMAIN 18GA. CONT., TYP. 8"-18GA FRAMING AT 16" O.C. 6"-18GA FRAMING AT 16" O.C. - T NEW PARAPET II II 3 5/8"-18GA FRAMING AT 16" O.C. NEW CONT. HSS 4x4x1/4 ( I I I I I (4)#10 TEK SCREWS, ATTACH TO EA. METAL STUD, I I I 11 TYP SEE DETAIL A/S308 1-0„ „ I II II NEW 3 O STD PIPE BRACE AT 10'-0" O.C. MAX., NEW 3 5/8"-18GA HORIZ. METAL STUDS AT SEE ELEVATION --- 1 8GA 18GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE 1 I aiOIL T EXIST. PARAPET FIELD VERIFY .. EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM I I 1 IS NOT GROUTED, GROUT SOLID PIPE TO 1 101 I EXIST. 8" CMU PARAPET FROM MOP IN OF ; ;' 1/4 CHANNEL I * I I WALL TO REMAIN EXIST. JOIST, I ++ 1 I 16'-0" TYP. � � NEW CONT. C12 X 25 � 1 I '� VERIFYARCH EXIST. ROOF FRAMING, -' FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXISTING CONC. SIDEWALK, I EXISTING CONC. SIDEWALK, EXIST. CONC. SLAB ON FIELD VERIFY EXIST. CONC. SLAB ON FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY GRADE, FIELD VERIFY I GRADE, FIELD VERIFY T EXIST. SLAB r~ T EXIST. SLAB �-` T EXIST. SLAB T EXIST. SLAB If =01-011_ =o' -o" =0'-O" =0'-O"l 2 Wall Section Wall Section SCALE: 1/2" = 1'-0" 3 SCALE: 1/2" =1'-0" —4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. - 6"-180A FRAMING AT 16" O.C. SHEATHING, SEE ARCH 180A CONT. TRACK ATTACH TO CMU W/ (2) 1/4.0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE NEW 6" CMU STARTER COURSE W/(1)#4 DOWELS AT 24" O.C. DRILL AND EPDXY 3" MIN. TO EXIST. CONC. AND (1)#3 CONT. HORIZ., GROUT ALL COURSES EXISTING CONC. SI FIELD VERIFY 4 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. U �: C31 CJ1 r/a zo :o V `C7 (71 a r�� v Gly a (U O � V d.7 U) (D N .1J 0 czL a � -+--> �� z O w co t: -�L o w (w o cV--y F r/ � 0 WD M c w V J C. w PP11 Z FD O z �- STATkO ;rte zcU J o Q W " (� (/ T IL Lo (D c R Z o N o 0 N CU `� CD m � a> Q o r-- Iw O z � o Z W C7 U 3 W p O k� CG Z (U O � V d.7 U) (D N .1J 0 czL a � -+--> �� z O w co t: -�L o w (w o cV--y F r/ � 0 WD M c w V J C. w PP11 Z FD O z �- STATkO ;rte zcU J o Q W " (� (/ T IL 3 0 Lo (D c R Z o N � N I N O W ZO C7 3 W p O ULu = 0 v IL r U r_ a 0 N Q F - w N U) Lu 0 z 3 0 c Z N I W ZO C7 CV W p ULu = 0 IL 3 0 8"-18GA FRAMING AT 16" O.C. 6"-180A FRAMING AT 16" O.C. —18GA. CONT., TYP. T NEW PARAPET 26'-0" ANGLE TO HSS L3x3: CLIP W/ (4) #10 TEK SCREWS DETAIL (A' 1 1/2" = 1'-0" Sw? 3 5/8"-18GA FRAMING AT 16" O.C. CO f- -, (4) #10 TEK SCREWS, NEW NT. SS H 4x4x1 /4 1'-0„ TYP ATTACH TO EA. METAL STUD, SEE DETAIL A/S309 ( II II II II NEW 3"0 STD PIPE BRACE I I I I I AT 10'-0" O.C. MAX., NEW 3 5/8"-18GA HORIZ. METAL STUDS AT SEE ELEVATION --- �C 16" 0 C W/(4)#10 TEK SCREW EA END EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB C GRADE, FIELD VERIFY T EXIST. 0-0�-- 18GA CONT. TRACK ATTACH TO EXIST CMU O 1 W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA, STUD TO TRACK Z b W/ (1) #10 TEK SCREWS EA. SIDE i i J 1 I i d c I o T EXIST. PARAPET N `--- !;' 1 « CMQm FIELD VERIFY U cu ai 6"-18GA FRAMING EXIST, GROUTED BOND BEAM, I '" ' ( ( AT 16" O.C. LU FIELD VERIFY. IF BOND BEAM I IS NOT GROUTED, GROUT SOLI i i } CO I SHEATHING, SEE ARCH „ PIPE TO 1 -6 MIN. ' CHANNEL I I I ( EXIST. 8" CMU PARAPET C1 FROM TOP OF I 1/4 I « « I WALL TO REMAIN « EXIST. JOIST,I ' NEW CONT. C12 X 25 C1 = 16'-0" — TYP. ; U VERIFY W ARCH - - - - - - - -. - - ' 4"x4"x4"x14 GA. CLIP W/(2) — - — - - -V- 1/4-0 X 1-3/4" EMBED U - TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS 0 INTO EA, STUD SPACED 2 VERTICALLY 4'-0" O.C. MAX. EXIST. ROOF FRAMING, L 18GA. CONT. TRACK, TYP. FIELD VERIFY N EXIST. 8" CMU WALL TO REMAIN Wall Section SCALE: 1/2" =1'-0" EXISTING CONC. SIDEWALK, FIELD VERIFY m 1'-6" MIN. -- FROM TOP OF EXIST. JOIST, TYP. 8"--18GA FRAMING AT 16" O.C. 6"-18GA FRAMING AT 16" O.C. NEW CONT. HSS 4x4x1/41,-0„ + - ATTACH TO EA. METAL STUD, SEE DETAIL A/S309 I II (I II II NEW 3"0 STD PIPE BRACE AT 10'-0" O.C. MAX., _ SEE ELEVATION --- ;; hll II I it II i A EXIST. GROUTED BOND BEAM,- FIELD EAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLI I (- ' PIPE TO 1/4 CHANNEL NEW CONT. C12 X 25 EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY Y EXIST. SLAB % 0 —0 11 M —18GA. CONT., TYP, T NEW PARAPET 26 —0 3 5/8"--18GA FRAMING AT 16" O.C. —(4) #10 TEK SCREWS, TYP NEW 3 5/8"-18GA HORIZ. METAL STUDS AT 16" O.C. W/(4)#10 TEK SCREW EA. END i 180A CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4.0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE o T EXIST. PARAPET r =19 —4 FIELD VERIFY -EXIST. 8" CMU PARAPET WALL TO REMAIN = 16'-0-0" VERIFY ERIFY W1 ARCH '4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 6"-18GA FRAMING AT 16" O.C. SHEATHING, SEE ARCH 18CA CONT. TRACK ATTACH TO CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE NEW 6" CMU STARTER COURSE W/(1)#4 DOWELS AT 24" O.C. DRILL AND EPDXY 3" MIN. TO EXIST. CONC. AND (1)#3 CONT. HORIZ., GROUT ALL COURSES EXISTING CONC. FIELD VERIFY 2 Wall Section SCALE: 1/2" = V-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION, 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. m"m Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 EXIST. CONC. SLAB C GRADE, FIELD VERIFY T EXIST. 0-0�-- SLAB O 1 Wall Section SCALE: 1/2" =1'-0" EXISTING CONC. SIDEWALK, FIELD VERIFY m 1'-6" MIN. -- FROM TOP OF EXIST. JOIST, TYP. 8"--18GA FRAMING AT 16" O.C. 6"-18GA FRAMING AT 16" O.C. NEW CONT. HSS 4x4x1/41,-0„ + - ATTACH TO EA. METAL STUD, SEE DETAIL A/S309 I II (I II II NEW 3"0 STD PIPE BRACE AT 10'-0" O.C. MAX., _ SEE ELEVATION --- ;; hll II I it II i A EXIST. GROUTED BOND BEAM,- FIELD EAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLI I (- ' PIPE TO 1/4 CHANNEL NEW CONT. C12 X 25 EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY Y EXIST. SLAB % 0 —0 11 M —18GA. CONT., TYP, T NEW PARAPET 26 —0 3 5/8"--18GA FRAMING AT 16" O.C. —(4) #10 TEK SCREWS, TYP NEW 3 5/8"-18GA HORIZ. METAL STUDS AT 16" O.C. W/(4)#10 TEK SCREW EA. END i 180A CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4.0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE o T EXIST. PARAPET r =19 —4 FIELD VERIFY -EXIST. 8" CMU PARAPET WALL TO REMAIN = 16'-0-0" VERIFY ERIFY W1 ARCH '4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 6"-18GA FRAMING AT 16" O.C. SHEATHING, SEE ARCH 18CA CONT. TRACK ATTACH TO CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE NEW 6" CMU STARTER COURSE W/(1)#4 DOWELS AT 24" O.C. DRILL AND EPDXY 3" MIN. TO EXIST. CONC. AND (1)#3 CONT. HORIZ., GROUT ALL COURSES EXISTING CONC. FIELD VERIFY 2 Wall Section SCALE: 1/2" = V-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION, 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. m"m Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S309 u� O � Z b N d o 0 N CMQm N U cu ai o � Cz Q = LU Lo ;<7 w LUC— } CO O C1 000 Z S309 u� O � Z b N d N N U N b = Lo Lo Z LUC— C1 a C1 O U U c a 0 2 L w N U) a � o w a_ 0 Z S309 u� O Z cN0 N U N W = Lo Lo Z LUC— a C1 O U S309 u� 8"-180A FRAMING AT 16" O.C. NEW CONT. HSS 4x4x1/4 — ATTACH TO EA. METAL STUD, SEE DETAIL A/9308 NEW YO STD PIPE BRACE AT 10'-0" O.C. MAX., SEE ELEVATION PIPE TO> CHANNEL NEW CONT. C12 X 25 V-15" MIN. FROM TOP OF EXIST. JOIST, TYP. EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN OL T/EXIST. STOREFRONT 'F =10'—O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. 8" CMU WALL TO REMAIN Wall Section SCALE: 1/2" = 1'-0" SUPPLIER EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY OL T/EXIST. SLAB T =0'—O" 8"-18GA FRAMING AT 16" O.C. 18GA. CONT., TYP. OL T/NEW PARAPET + T/NEW PARAPET OL T/EXIST. HIGH PARAPET T=28'-8" FIELD VERIFY 3 5/8"-18GA Z CD FRAMING AT 16" O.C. 3 5/8"-18GA SEE ELEVATION FRAMING AT 16" O.C. (4) #10 TEK SCREWS, > TYP 4 1 (4) #10 TEK SCREWS, 180A CONT. TRACK ATTACH TO TYP EXIST CMU W/ (2) 1/4-0 X 1 3/4 - Z) EMBED TAPCONS AT 16- O.C. 0 W0 O 18GA CONT. TRACK ATTACH TO ATTACH EA. STUD TO TRACK W/ (1) ll -0 - EXIST CMU W/ (2) 1/4 X 1 3/4 #10 TEK SCREWS EA. SIDE I I i EMBED TAPCONS AT 16" O.C. OL T/EXIST. PARAPET w wU) ATTACH EA. STUD TO TRACK W/ (1) 'r =24'—O" 0 U) #10 TEK SCREWS EA. SIDE FIELD VERIFY T/EXIST. PARAPET EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN OL T/EXIST. STOREFRONT 'F =10'—O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. 8" CMU WALL TO REMAIN Wall Section SCALE: 1/2" = 1'-0" SUPPLIER EXIST. STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY OL T/EXIST. SLAB T =0'—O" 8"-18GA FRAMING AT 16" O.C. 18GA. CONT., TYP. NEW CONT. HSS 4x4x1/4 T/NEW PARAPET CIA SEE DETAIL A/S308 NEW YO STD PIPE BRACE Z CD AT 10'-0" O.C. MAX., 3 5/8"-18GA SEE ELEVATION FRAMING AT 16" O.C. > 00 4 1 (4) #10 TEK SCREWS, TYP PIPE TO', Z) , CHANNEL1/4 0 W0 O 18GA CONT. TRACK ATTACH TO ll -0 - EXIST CMU W/ (2) 1/4 X 1 3/4 NEW CONT. C12 X 25 1 I I i EMBED TAPCONS AT 16" O.C. 1 w wU) ATTACH EA. STUD TO TRACK W/ (1) V-15" MIN. 0 U) #10 TEK SCREWS EA. SIDE FROM TOP OF T/EXIST. PARAPET EXIST. JOIST, I I OL =24'—O" TYP. FIELD VERIFY v No "3 6 4 2W Iti w (0 "EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, EXIST. 8" CMU WALL FIELD VERIFY TO REMAIN EXIST. 8" CMU WALL TO REMAIN CANOPY BY SUPPLIER EXISTING CONC. SIDEWALK, EXIST. CONC. SLAB 07 I GRADE, FIELD VERIFY -1 FIELD VERIFY F1k T/EXIST. SLAB =0 —0 " 2 Wall Section SCALE: 1/2" = 1'-0" 3 Wall Section SCALE: 1/2" =1'-0" OL T/EXIST. SLAB 'r =0'—O" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTION PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24 STUD SPACING IS ADEQUATE. Ifift 7-, 'T Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 ;9 2 0 U) CIA (D Z CD C/) > 00 C4 0 CCS Z) 0 W0 O C) ll < C/) " LU _j F__ z:) S_ o LLI Cll o w wU) 0 U) LIJ v No "3 6 4 2W Iti w (0 2 Z 0 �9 L0 z b LU W'j�_ z C-9 < (j Z ;9 2 0 U) (D Z CD C/) > 00 C4 0 CCS Z) 0 W0 O C) < C/) " LU _j F__ z:) S_ o LLI Cll o w wU) 0 U) LIJ v No "3 6 4 2W Iti w (0 2 Z 0 �9 L0 z b LU W'j�_ z C-9 < (j Z A'Al 0— < (D co Q C) W 0� 0 U_ 0 0 d _j ;9 2 0 S310 o. 0 LO Z CD 00 C) UU LO LU r_ 0 0m 'u; 2L U.1 > 0 w Z S310 o. 0 Z 00 UU LO LU S310 o. 0 Wail Section SCALE: 1/2" = V-0" T NEW PARAPET = 29 —0 OL T EXIST. HIGH PARAPET =28'-8" FIELD VERIFY T EXIST. STOREFRONT =10 —0 FIELD VERIFY OIL T EXIST. SLAB =0'—O" F1 EXIST. 8" CMU WALL \'\\ TO REMAIN ul \ CANOPY BY SUPPLIER EXIST. CONIC. SLAB ON7 [EXISTING CONC. SIDEWALK, GRADE, FIELD VERIFY j FIELD VERIFY 1 'r EXIST. SLAB = 2 Wall Section SCALE: 1/2" = T-0" 3 5/8"-18GA FRAMING AT 16" O.C. I I I I �I II 8"-180A FRAMING I I I AT 16" O.C. I II I' NEW 3 5/8„ —18GA HORIZ. METAL I I I STUDS AT 16” O.C. W/(4)#10 TEK SCREW EA. END �) *� 18GA. CONT. TRACK, TYP. *_A_ "I OL T EXIST. PARAPET =24'—O" FIELD VERIFY 18GA CONT. TRACK ATTACH I TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND I BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE I EXIST, GROUTED BOND BEAM, * FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 1 **I *1 — I I EXIST. ROOF FRAMING, FIELD VERIFY Ilj *l i * I' II IIS *I' *I E_j I II I' *+I +II C - I 1 5307 Z1111 T-711 _ ... EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 2'-0" O.C. MAX. 0 SEE —HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 18GA. CONT. TRACK, TYP. 3/4" THICK BASE PLATE W/ 18GA. CONT., TYP. 8"-180A FRAMING AT 16" O.C. LO (4) 3/4-0 F1554 GRADE 36 T NEW PARAPET = 29'-0" HORIZ. METAL // i' —� T IST. HIGH PARAPET NEW 3 5/8"-18GA 2E8 STUDS AT 16" O.C. W/(4)#10 TEK I I ** FIELD VERIFY SCREW EA. END I I I..... _ 3 5/8"-180A T EXIST. PARAPET FRAMING AT 16" O.C. PROVIDE NUT, WASHER i VERIFY ERIFY i * (4) #10 TEK SCREWS, 6"-18GA FRAMING AT 16" O.C. I I II . "':< TYP v EXIST. GROUTED BOND BEAM, * FIELD VERIFY. IF BOND BEAM LLI IS NOT GROUTED, GROUT SOLID EXISTING CONC. SIDEWALK, 4"x4"x4"x14 GA. CLIP W/(2) r a) 1/4"0 X 1-3/4" EMBED FIELD VERIFY TAPCONS INTO EXIST. CMU ; AND (4)#10 TEK SCREWS #4 X 36" LONG DOWELS INTO EA. STUD SPACED d VERTICALLY 4'-0" O.C. MAX. EXIST. ROOF FRAMING, —\" EXIST. 8 CMU WALL FIELD VERIFY 0 �/- TO REMAIN F1 EXIST. 8" CMU WALL \'\\ TO REMAIN ul \ CANOPY BY SUPPLIER EXIST. CONIC. SLAB ON7 [EXISTING CONC. SIDEWALK, GRADE, FIELD VERIFY j FIELD VERIFY 1 'r EXIST. SLAB = 2 Wall Section SCALE: 1/2" = T-0" 3 5/8"-18GA FRAMING AT 16" O.C. I I I I �I II 8"-180A FRAMING I I I AT 16" O.C. I II I' NEW 3 5/8„ —18GA HORIZ. METAL I I I STUDS AT 16” O.C. W/(4)#10 TEK SCREW EA. END �) *� 18GA. CONT. TRACK, TYP. *_A_ "I OL T EXIST. PARAPET =24'—O" FIELD VERIFY 18GA CONT. TRACK ATTACH I TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND I BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE I EXIST, GROUTED BOND BEAM, * FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 1 **I *1 — I I EXIST. ROOF FRAMING, FIELD VERIFY Ilj *l i * I' II IIS *I' *I E_j I II I' *+I +II C - I 1 5307 Z1111 T-711 _ ... EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 2'-0" O.C. MAX. 0 SEE —HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 18GA. CONT. TRACK, TYP. 3/4" THICK BASE PLATE W/ U ' LO (4) 3/4-0 F1554 GRADE 36 ANCHOR RODS W/ J 5" PROJECTION AND ca 12" EMBEDMENT U) L PROVIDE NUT, WASHER i 0 ai 0 -0 0 0 AND LEVELING NUT (TYP.) _�_ v coLU E co O LLI N EXISTING CONC. SIDEWALK, cl r a) O O FIELD VERIFY � ; Z #4 X 36" LONG DOWELS d AT 12" O.C. DRILL AND CL' ; 0 EPDXY 6" MIN. INTO A LL, I � Z EXIST. SLAB 5307 �7 ) 000 S a LL. x CO 1 r 1 �3" (4)#5 E.W. BOTTOM 3'-0" 3 Wall Section SCALE: 1/2" =1'-0" SQUARE = 11'-0" 1/4" CAP PLATE —HSS 12x2x1/4 (LSV) BEAM 1/2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT —NEW HSS 6x6x1 /4 COLUMN 0 z 0 z� Y R V) EXIST. CURB, FIELD VERIFY IlkT EXIST. SLAB =01-011 �1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTION PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 U Cn LO N J ca 00 U) L 0 ai 0 -0 0 0 LU _�_ v coLU E co O LLI N cl r a) O O Z � Q Z w C d Z L LU CL' v 0 o LL, oo � Z o Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 Cn LO N ca 00 U) 7 ^^ r Q) C) CO 0 ai 0 -0 1® LU _�_ v coLU E co O LLI N cl Ile Z O O _ d ATE OF CL' Yp A Q = 1��1��iz U zo N I-- O o �7 ) 000 S a LL. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 LO N ca Z o V � N r coLU O w N Z O d CL' = O N I-- O O W O O 0- U U r_ 0 0 ++ '- w N U) )cl F- L w CL 0 Z Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 O Z 9 V r coLU O w S Z CL' = O N I-- O Q W O O 0- U Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 (4) #10 TEK SCREWS, 18GA. CONT., TYP. (4) #10 TEK SCREWS, TYP TYP ... k T NEW PARAPET + �� = 29'-0" ++ II NEW i II I II II " AL NEW 8"-18GA METAL I IJ J STUDS AT 16'" 0 C STUDS AT 16" O.C. ( J II I� NEW 3 5/8"-18GA — NEW 3 5/8"-18GA HQRIZ. METAL STU HORIZ. METAL STUDS J J J I DS AT 16" O.C. W/(4) AT 16" O.C. W/(4) I I I I #10 TEK SCREW EA. #1 U TEK SCREW EA. END + T EXIST. PARAPET END 24'-0" + I FIELD VERIFY 18GA CONT. TRACK ATTACH 18CA CONT. TRACK ATTACH (� I I TO EXIST CMU W/ (2) TO EXIST CMU W/ (2) + J SHEATHING, SEE ARCH 1/4"0 X 1 3/4" EMBED 1/4"0 X 1 3/4 EMBED I TAPCONS AT 16" O.C. IN TAPCONS AT 16 O.C. IN I J EXIST. GROUTED BOND EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK J BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK J I SCREWS WEA. SIDE10 D TEK SCREWS EA. SIDE + 16"-18GA FRAMING * I AT 16" O.C. EXIST. GROUTED BOND BEAM, EXIST. GROUTED BOND BEAM, J I FIELD VERIFY. IF BOND BEAM FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID I I IS N07 GROUTED, GROUT SOLID �I J +I EXIST. ROOF FRAMING, * I EXIST. ROOF FRAMING, FIELD VERIFY FIELD VERIFY ( I 41x4"x4"x14 GA. CLIP W/(2) r- �A� I 11 /4"0 X 1-3/4" EMBED - - —� TAPCONS INTO EXIST. CMU I+ AND (4)#10 TEK SCREWS INTO EA. STUD SPACED/ VERTICALLY 2'-0 O.C. MAX. 18GA. CONT, TRACK TOP & BOTTOM, TYP. B 5307 �S307JV EXIST. C.M.U. WALL, EXIST. C.M.U. WALL, ---� FIELD VERIFY SEE PLAN FIELD VERIFY ................... ..::........... .. ...._.... : ........ .. - .. LJk T EXIST. STOREFRONT T EXIST. STOREFRONT =10 –0 1/4" CAP PLATE =10'–O" FIELD VERIFYrl I HSS 6x2x1 /4 (LSV) FIELD VERIFY AT 24" O.C., SEE PLANT. EXIST. CONC. SLAB ON GRADE, FIELD VERIFY EXISTING STOREFRONT TO REMAIN Wall Section SCALE: 1/2" = 11-0" T� T� HSS 12x2x1 /4 (LSV) BEAM 1/2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL TING COLUMN & 3/4" THICK BASE PLATE W/ II II I' EXPOSE ONE EXISTING COLUMN & EXPOSE ONE L.^10 FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 I ANCHOR RODS W/ FOR T ANCHOR RODS W/ t \ + I FOOTINGMINE IFGINEER EXISTING COLUMN & CAN 5" PROJECTION AND I I BE UTILIZED FOR SUPPORT 12" EMBEDMENT�^,, I I j NEW HSS 6x6x1/4 SEE ARCH I I 1 I I I COLUMN PROVIDE NUT WASHER + I \,-6"-18GA FRAMING Lj AND LEVELING NUT (TYP.) AT 16" O.C. II I z TAPCONS AT 16" O.C. IN EXISTING CONC. SIDEWALK, +II zo EXISTING CONC. SIDEWALK, ,. I 0� FIELD VERIFY 1/4"0 X 1-3/4" EMBED EXIST. GROUTED BOND BEAM, i J TAPCONS INTO EXIST. CMU I I AND (4)#10 TEK SCREWS AT 12" O.C. DRILL AND 1 I A Z 04 #4 X 36" LONG DOWELS I I --,_ AT 12" O.C. DRILL AND I ; ! V) EXIST. CURB, EPDXY 6" MIN. INTO A, I FIELD VERIFY EXIST. SLAB s3o7 I I T EXIST. SLAB 1 S =0'–O" A 3'_p" DBL. HEAVY HEX NUTS W/ (4) 3/4-0 F1554 GRADE 36 SQUARE WASHER TAC WELD NUT TO I WASHER FOOTING AND SUBMIT FINDINGS TO ANCHOR RODS W/ 1 3" (4)#5 E.W. BOTTOM _ 3'-0" pBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND WASHER EXIST. CONC. SLAB C GRADE, FIELD VERIFY ,,----18GA. CONT., TYP. T NEW PARAPET 29'-0" i IJ II I II II II II II I' EXPOSE ONE EXISTING COLUMN & II i II I IJ II + J II I: jk T EXIST. PARAPET ANCHOR RODS W/ —T = 26'-0" ENGINEER FOR REVIEW TO DETERMINE t \ + I FIELD VERIFY 5" PROJECTION AND i * I 3 5/8"-18GA BE UTILIZED FOR SUPPORT 12" EMBEDMENT i \—SHEATHING, FIELD VERIFY. IF BOND BEAM I J SEE ARCH I II I I COLUMN PROVIDE NUT, WASHER + I \,-6"-18GA FRAMING Lj I I AT 16" O.C. II I I TAPCONS AT 16" O.C. IN EXISTING CONC. SIDEWALK, +II z o' FIELD VERIFY ,. 4"0"x4"x14 GA. CLIP W/(2) I ' ' 1/4"0 X 1-3/4" EMBED EXIST. GROUTED BOND BEAM, i J TAPCONS INTO EXIST. CMU PP++ IS NOT GROUTED, GROUT SOLID AND (4)#10 TEK SCREWS AT 12" O.C. DRILL AND AT 16" O.C. INTO EA. STUD SPACED . c. 5307 VERTICALLY 2'-0" O.C. MAX. 18GA. CONT. TRACK TOP & BOTTOM, TYP. EXISTING STOREFRONT TO REMAIN 2 Wall Section SCALE: 1/2" = 1'-0" HSS 6x2x1 /4 (LSV) AT 24" O.C., SEE PLAN 11'-0" /4" CAP PLATE _.__.._.DHSS 12x2x1 /4 (LSV) BEAM 1/2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL 3/4" THICK BASE PLATE W/ SHEATHING, SEE ARCH EXPOSE ONE EXISTING COLUMN & (4) 3/4"0 F1554 GRADE 36 (4) #10 TEK SCREWS,_......._.._....... FOOTING AND SUBMIT FINDINGS TO ANCHOR RODS W/ —T = 26'-0" ENGINEER FOR REVIEW TO DETERMINE t \ IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND i * I 3 5/8"-18GA BE UTILIZED FOR SUPPORT 12" EMBEDMENT i i FIELD VERIFY. IF BOND BEAM I J NEW HSS 6x6x1/4 I 14"4"x4"x14 GA. CLIP W/(2) I I COLUMN PROVIDE NUT, WASHER f I I 18GA CONT. TRACK ATTACH AND LEVELING NUT (TYP.) I I a� 1/4"0 X 1 3/4"EMBED 1 1 TAPCONS AT 16" O.C. IN EXISTING CONC. SIDEWALK, EXIST. GROUTED BOND z o' FIELD VERIFY ,. TRACK W/ (1) #10 TEK I ' ' Y EXIST. GROUTED BOND BEAM, i J a #4 X 36" LONG DOWELS IS NOT GROUTED, GROUT SOLID J J6"-18GA FRAMING AT 12" O.C. DRILL AND AT 16" O.C. ! EXIST. CURB, EPDXY 6" MIN. INTO A j I FIELD VERIFY EXIST. SLAB 6307 I J T EXIST. SLAB I I N NOTE: GENERAL CONTRACTOR SHALL 1 S (4)#5 E.W. BOTTOM 3'_p" DBL. HEAVY HEX NUTS W/ (4) 3/4-0 F1554 GRADE 36 SQUARE WASHER TAC WELD NUT TO I WASHER EXIST. C.M.U. WALL, FIELD VERIFY 06 T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST, CONC. SLAB C GRADE, FIELD VERIFY 1. 3 Wall Section SCALE: 1/2" = 11-0" -- .. .............. . ........... . . . .. . __... . ............................... . .......... ..... . ........ .._'** . . ......... . .. . . ......... ........... ............ SHEATHING, SEE ARCH 18GA. CONT., TYP. (4) #10 TEK SCREWS,_......._.._....... __.........._......__ T NEW PARAPET TYP —T = 26'-0" 6x2x1 /4 (LSV) t \ AT 24" O.C., SEE PLAN i * I 3 5/8"-18GA J J J FRAMING AT 16" O.C. EXIST. GROUTED BOND BEAM, i FIELD VERIFY. IF BOND BEAM I J IS NOT GROUTED, GROUT SOLID I 14"4"x4"x14 GA. CLIP W/(2) I I 1; 0 X 1-3/4" EMBED N J TAPCONS INTO EXIST. CMU 18GA CONT. TRACK ATTACH ( AND (4)#10 TEK SCREWS TO EXIST CMU W/ (2) + I INTO EA. STUD SPACED 1/4"0 X 1 3/4"EMBED VERTICALLY 4'-0" O.C. MAX. TAPCONS AT 16" O.C. IN I I j EXIST. GROUTED BOND o BEAM ATTACH EA. STUD TO ,. TRACK W/ (1) #10 TEK I SCREWS EA. SIDE I II EXIST. GROUTED BOND BEAM, i J FIELD VERIFY. IF BOND BEAM I IS NOT GROUTED, GROUT SOLID J J6"-18GA FRAMING EXISTING STOREFRONT AT 16" O.C. rW- + j EXIST. ROOF FRAMING, i 1/2" CAP PLATE FIELD VERIFY I J EXIST. C.M.U. WALL, FIELD VERIFY 06 T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST, CONC. SLAB C GRADE, FIELD VERIFY 1. 3 Wall Section SCALE: 1/2" = 11-0" -- .. .............. . ........... . . . .. . __... . ............................... . .......... ..... . ........ .._'** . . ......... . .. . . ......... ........... ............ L ZHSS C1 ,fit wr1 �14" CAP PLATE / 6x2x1 /4 (LSV) AT 24" O.C., SEE PLAN +' Z O C 1 1 1 I I -i N q 00 -- 18GA. CONT. BOTTOM, TYP. rn ; as o ,. > I I HSS 12x2x1 /4 (LSV) I � Z w I I BEAM EXISTING STOREFRONT j rW- z O i 1/2" CAP PLATE TO REMAIN = I I N NOTE: GENERAL CONTRACTOR SHALL 3/4" THICK BASE PLATE W/ S EXPOSE ONE EXISTING COLUMN & (4) 3/4-0 F1554 GRADE 36 V I FOOTING AND SUBMIT FINDINGS TO ANCHOR RODS W/ ENGINEER FOR REVIEW TO DETERMINE C IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND O aO '+ BE UTILIZED FOR SUPPORT 12" EMBEDMENT N I NEW HSS 6x6x1/4 PROVIDE NUT, WASHER I I I COLUMN M AND LEVELING NUT (TYP.) U) zz � EXISTING CONC. SIDEWALK, o Z FIELD VERIFY g Y 1 I A Z #4 X 36" LONG DOWELS AT 12" O.C. DRILL AND I ! V) EXIST. CURB, EPDXY 6" MIN. INTO A I FIELD VERIFY EXIST, SLABs307 rl Z OL T EXIST. SLAB =0'–O" (4)#5 E.W. BOTTOM L 3'-0" DBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO WASHER GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. v ;1 s V) o Ll a r�. V/ 0 LLj a (p O LL. U Ow fl LU op = Np , TATE OF xifl Z —Z CJ 2 y O LL W 0 t :E 0 L C1 ,fit wr1 CTl C�'l —�,{ +' Z O C P,.; w -i N q 00 CD_ rn O as o ,. > z LU c c � Z w > c1) hiv t4 +` j rW- z O 0 = U N v ;1 s V) o Ll a r�. V/ 0 LLj a (p O LL. U Ow fl LU op = Np , TATE OF xifl Z —Z CJ 2 y O LL W 0 t :E 0 L d +' Z O o a N q 00 CD_ rn O as o > z LU c c _ Z w > c1) o %- O j rW- z O 0 = v ;1 s V) o Ll a r�. V/ 0 LLj a (p O LL. U Ow fl LU op = Np , TATE OF xifl Z —Z CJ 2 y O LL W 0 t :E 0 " Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 L d +' Z O N q 00 CA N O O = W O j rW- o O w = N S V C O aO '+ N EL w N U) � � o w 0 Z " Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 UN Z (0 F q 00 CA O = W O N rW- o Q w = " Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 J, T/EXIST- CMU Wall Section SCALE: 1/2" = V-0" (4) #10 TEK SCREWS, TYP - METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 180A. CONT., TYP. j +.+ -T NEW PARAPET 25'-0" METAL STUD SHEATHING, SEE FRAMING NOTES ON 8"-18GA FRAMING 5001I I I I AT 16" O.C. I II NEW 3 5/8"-180A I II HORIZ. METAL STUDS I I I 18GA CONT. TRACK ATTACH AT 16" O.C. W/(4) I 1 TO EXIST CMU W/ (2) #10 TEK SCREW EA. I 1 1/4-0 X 1 3/4" EMBED END I I I TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE OL T EXIST. CMU SEE ELEVATION AND ;% = 20'-0" S308 FOR BRACE 1 FIELD VERIFY DETAILS ' ' * — i 1 — EXIST. GROUTED BOND BEAM, 6"-18GA FRAMINGI FIELD VERIFY. IF BOND BEAM 1 1 IS NOT GROUTED, GROUT SOLID AT 16" O.C. 1 * 4"x4"x4"x14 GA. CLIP W/(2) 18GA. CONT. TRACK, TYP. 1+ 1/4"0 X 1-3/4" EMBED I * TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED - VERTICALLY 4'-0" O.C. MAX. EXIST. C.M.U. WALL, \\ FIELD VERIFY06 \ \ T EXIST. STOREFRONT =10'-0 FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY EXIST. SLAB —n 2 Wall Section SCALE: 1/2" =1'-0" i CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY d T/FXIgT C'.Km 3 Wall Section SCALE: 1/2" = V-0" (4) #10 TEK SCREWS, TYP METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 NEW 3 5/8"-180A HORIZ. METAL STUDS AT 16" O.C. W/(4) #10 TEK SCREW EA. END SEE ELEVATION AND S308 FOR BRACE i DETAILS 6"-18GA FRAMING AT 16" Q.C. 18GA. CONT. TRACK, TYP. EXIST. C.M.U. WALL, FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY OIL T EXIST. SLAB =0,—O"r Ilml Flim 4 Wali Section SCALE: 1/2":::: V-0" —METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 /--18GA. CONT., TYP. T NEW PARAPET = 25'-0" ,,-8--180A FRAMING AT 16" O.C. 18GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE OIL T EXIST. CMU 20'-0" FIELD VERIFY \--EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 4"x4"x4"x14 GA. CLIP W/(2) 1/4-0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. EXISTING CONC. SIDEWALK, FIELD VERIFY (4) #10 TEK SCREWS, TYP NEW 3 5/8"-18GA — HORIZ. METAL STUDS AT 16" O.C. W/(4) #10 TEK SCREW EA. END SEE ELEVATION AND ; S308 FOR BRACE ' DETAILS 6"-18GA FRAMING AT 16" Q.C. 18GA, CONT. TRACK, TYP. 1 \ EXIST. C.M.U. WALL, FIELD VERIFY \ �. r T EXIST. STOREFRONT _..... _....................................... =10'—O" . FIELD VERIFY V CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY EXIST. SLAB % i-0' 5 Wall Section SCALE: 1/2" = V-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. I Cly�M l'' • �• Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 CIA c�n 18GA. CONT., TYP. O T NEW PARAPET N —0 Z Q l 8"-18GA FRAMING 1 � I 1 �•1 AT 16" O.C. 1 �1 UL 18GA CONT. TRACK ATTACH W N I TO EXIST CMU W/ (2) 1 L I I r CD O r 1/4-0 X 1 3/4" EMBED � S Z TAPCONS AT 16" O.C. IN � o EXIST. GROUTED BOND V. �- BEAM ATTACH EA. STUD TO I coo Z TRACK W/ (1) #10 TEK = v SCREWS EA. SIDE N T EXIST. CMU o = 20'-0" i * FIELD VERIFY I � 1 8"-18GA FRAMING c AT 16" O.C. 1 * i a EXIST. GROUTED BOND BEAM, 1 I FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID Ff 1 * 4"x4"x4"x14 GA. CLIP W/(2) L_w 1/4.0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU N co AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. z ry LU r' ch all .\,\ Z 1 \ EXIST. C.M.U. WALL, FIELD VERIFY \ �. r T EXIST. STOREFRONT _..... _....................................... =10'—O" . FIELD VERIFY V CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY EXIST. SLAB % i-0' 5 Wall Section SCALE: 1/2" = V-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. I Cly�M l'' • �• Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S313 00 LO CIA c�n ,— C�1 O N Z Q E o 0 CV �. O w UL W N W r U Q r CD O r .v � S Z z � o w V. S313 LO O N Z Q E o 0 CV �. O w UL W N W r U Q r CD O r w � S Z z � o w �- � H coo Z S313 LO O N Z Q � CV �. O W N W W U S � H b U W = v N EL o U c C a 0 L_w N co 0 z ry LU ch 6 Z S313 O N Z [O F �. O W W W S CV H b Q W = v EL o S313 EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY VERTICALLY 4'-0" O.C. MAX. I ®S307 11'-0" —1/4" CAP PLATE METAL STUD SHEATHING, - "--HSS 12x2x1 /4 (LSV) SEE FRAMING NOTES ON I S001 18GA. CONT., TYP. 1 /2" CAP PLATE T NEW PARAPET = 22'-0" 3/4" THICK BASE PLATE W/ 1 /2" CAP PLATE (4) 3/4-0 F1554 GRADE 36 3 5/8"-18GA i' FRAMING AT 16" O.C. I SHEATHING, SEE ARCH I FOOTING AND SUBMIT FINDINGS TO it 6"-18GA FRAMING AT 16" O.C. I i i. 4"x4"x4"x14 GA. CLIP W/(2) ; 1/4"0 X 1-3/4" EMBED 5" PROJECTION AND TAPCONS INTO EXIST. CMU r- o AND (4)#10 TEK SCREWS 12" EMBEDMENT INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. I ®S307 11'-0" —1/4" CAP PLATE Wall Section SCALE: 1/2" =1'-0" METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 180A. CONT., TYP. OIL T NEW PARAPET ++ i I+i I EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 6"-18GA FRAMING I;HI I � I I AT 16" O.C. EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY -4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. S1UD SPACED VERTICALLY 4'-0" O.C. MAX. -180A. CONT. BOTTOM, TYP. C' 5307 HSS 6x2x1 /4 (LSV) AT 24" O.C., SEE PLAN 7-7 ob \-1/4- CAP PLATE - "--HSS 12x2x1 /4 (LSV) HSS 12x2x1 /4 (LSV) I ' BEAM 1 /2" CAP PLATE EXISTING STOREFRONT N 3/4" THICK BASE PLATE W/ 1 /2" CAP PLATE (4) 3/4-0 F1554 GRADE 36 ' EXPOSE ONE EXISTING COLUMN & ANCHOR RODS W/ I I o 0 FOOTING AND SUBMIT FINDINGS TO 5" PROJECTION AND I I ENGINEER FOR REVIEW TO DETERMINE NOTE: GENERAL CONTRACTOR SHALL 12" EMBEDMENT ; 1/2" CAP PLATE 5" PROJECTION AND EXPOSE ONE EXISTING COLUMN & r- o BE UTILIZED FOR SUPPORT 12" EMBEDMENT > FOOTING AND SUBMIT FINDINGS TO LU a NOTE: GENERAL CONTRACTOR SHALL i ENGINEER FOR REVIEW TO DETERMINE PROVIDE NUT, WASHER PROVIDE NUT, WASHER ' IF EXISTING COLUMN & FOOTING CAN AND LEVELING NUT (TYP.) i EXPOSE ONE EXISTING COLUMN & 3/4" THICK BASE PLATE W/ zo BE UTILIZED FOR SUPPORT Z 1 ! Zo EXISTING CONC. SIDEWALK, LL FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 NEW HSS 6x6x1/4 180A CONT. TRACK ATTACH TO 4J COLUMN CMU W/ (2) 1/4-0 X 13/4" ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ EMBED TAPCONS AT 16�� O.C.Z I #4 X 36" LONG DOWELS ATTACH EA. STUD TO TRACK W/ i IF ! o (1) #10 TEK SCREWS EA. SIDE ; ! 07 EXIST. CURB, z NEW 6" CMU STARTER COURSE z FIELD VERIFY Y W/(1)#4 DOWELS AT 24" O.C. I 12" EMBEDMENT T EXIST. SLAB ` 4 DRILL AND EPDXY 3" MIN. TO c0 =:0 I V) EXIST. CONC. AND (1)#3 CONT. A I r-EXIST. CURB, HORIZ., GROUT ALL COURSES i ++ FIELD VERIFY s3074, T EXIST. SLAB a I 1 COLUMN 11 0 -0 i w (4)#5 E.W. BOTTOM AND LEVELING NUT (TYP.).,.,! SIDEWALK, DBL. HEAVY HEX NUTS W/ ff SQUARE EXISTING CONC. 1 (' FIELD VERIFY Z o `N1 #4 X 36" LONG DOWELS 3" AT 12" O.C. DRILL AND (4)#5 E.W. BOTTOM FIELD VERIFY 3'-0°° DBL. HEAVY HEX NUTS W/ EPDXY 6" MIN. INTO SQUARE ME WASHER TAC WELD NUT TO EXIST. SLAB WASHER Wall Section SCALE: 1/2" =1'-0" METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 180A. CONT., TYP. OIL T NEW PARAPET ++ i I+i I EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 6"-18GA FRAMING I;HI I � I I AT 16" O.C. EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY -4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. S1UD SPACED VERTICALLY 4'-0" O.C. MAX. -180A. CONT. BOTTOM, TYP. C' 5307 HSS 6x2x1 /4 (LSV) AT 24" O.C., SEE PLAN 7-7 ob \-1/4- CAP PLATE 2 Wall Section SCALE: 1/2" =1'-0" METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 180A. CONT., TYP. ...................... __.__........_.......... ...._...... T NEW PARAPET 24-0 +II EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 6"-180A FRAMING AT 16" O.C. I Ii sl + ( EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN OL T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 180A. CONT. BOTTOM, TYP. 5307 / sT 7 = 11'-0" _ \-1/4- CAP PLATE - "--HSS 12x2x1 /4 (LSV) i I BEAM i '^--`--HSS 12x2x1 /4 (LSV) 1 /2" CAP PLATE EXISTING STOREFRONT N TO REMAIN BEAM ' EXPOSE ONE EXISTING COLUMN & 3/4" THICK BASE PLATE W/ I I o 0 FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ I IF 1/2" CAP PLATE 5" PROJECTION AND r- r- o BE UTILIZED FOR SUPPORT 12" EMBEDMENT > (� LU a NOTE: GENERAL CONTRACTOR SHALL i Z w j PROVIDE NUT, WASHER ' O (j)f w J AND LEVELING NUT (TYP.) EXPOSE ONE EXISTING COLUMN & 3/4" THICK BASE PLATE W/ zo co Z I I Zo EXISTING CONC. SIDEWALK, LL FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 FIELD VERIFY 0 4J W. ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ I #4 X 36" LONG DOWELS xY C i IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND; ; ! 07 EXIST. CURB, EPDXY 6 MIN. INTO A ST TE OF z FIELD VERIFY EXIST. SLAB s3o7 BE UTILIZED FOR SUPPORT 12" EMBEDMENT T EXIST. SLAB c0 =:0 -0 0 U_ 0 O ++ i I NEW HSS 6x6x1/4 N a I 1 COLUMN PROVIDE NUT, WASHER i w (4)#5 E.W. BOTTOM AND LEVELING NUT (TYP.).,.,! 0 DBL. HEAVY HEX NUTS W/ SQUARE o (' Z o EXISTING CONC. SIDEWALK, [ z FIELD VERIFY I I ME w 0. z #4 X 36" LONG DOWELS O I I !_:::. ``_ AT 12" O.C. DRILL AND Z EXIST. CURB, EPDXY 6" MIN. INTO A r Ii FIELD VERIFY EXIST. SLAB 30411....4, T EXIS'1. SLAB =V-0" 0 (0 1 �i �1 1 1 (4)#5 E.W. BOTTOM�/_ 3'-0" DBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO WASHER 2 Wall Section SCALE: 1/2" =1'-0" METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 180A. CONT., TYP. ...................... __.__........_.......... ...._...... T NEW PARAPET 24-0 +II EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 6"-180A FRAMING AT 16" O.C. I Ii sl + ( EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN OL T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 180A. CONT. BOTTOM, TYP. 5307 / sT 7 = 11'-0" _ \-1/4- CAP PLATE 3 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. "f40teya�� ms��+� �_ Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 - "--HSS 12x2x1 /4 (LSV) i I BEAM i 1 /2" CAP PLATE EXISTING STOREFRONT N TO REMAIN NOTE: GENERAL CONTRACTOR SHALL ' EXPOSE ONE EXISTING COLUMN & 3/4" THICK BASE PLATE W/ I I o 0 FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ I IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND r- r- o BE UTILIZED FOR SUPPORT 12" EMBEDMENT > Z LU a NEW HSS 6x6x1/4 i Z w COLUMN PROVIDE NUT, WASHER I O (j)f w J AND LEVELING NUT (TYP.) 1LU - LL zo co Z I I Zo EXISTING CONC. SIDEWALK, LL t/ i ar FIELD VERIFY 0 4J W. Y #4 X 36" LONG DOWELS xY C p c� mULO AT 12" O.C. DRILL AND �w ; ! 07 EXIST. CURB, EPDXY 6 MIN. INTO A ST TE OF z FIELD VERIFY EXIST. SLAB s3o7 I I I T EXIST. SLAB c0 =:0 -0 0 U_ 0 O ++ N a 1 �A` i w (4)#5 E.W. BOTTOM 3'-0" 0 DBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO WASHER 3 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. "f40teya�� ms��+� �_ Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S314 Cn C;CD w N nom:' N o 0 V 7 o rn N � r- r- o t > Z LU a > i Z w _f- S! v U) o O (j)f w J CD 1LU - LL o O co Z z 0 //��) �- / cfl U) LL t/ i _ a 0 4J W. IAA xY C p c� mULO U �w uziw0 w �� ST TE OF z 0 .,;. fri Ej��(a m i1 z0� U)p S314 Cn C;CD w N nom:' N o 0 V 7 o rn N � r- r- o t > Z LU a > i Z w _f- S! v U) o O (j)f w J CD 1LU - LL o O co Z S314 Cn C;CD w N N � V 7 N N t 0 O a LU "� Lo _f- S! v � z O (j)f w J 1LU - LL o O F- L r /1 z 0 //��) �- / cfl U) LL t/ i _ a 0 W. xY C p c� mULO U �w uziw0 w �� ST TE OF z 0 .,;. fri Ej��(a m i1 z0� U)p c0 I V� �V 0 U_ 0 O ++ S314 C;CD w N � N N 0 O WZ N Lo Y o 1LU - O w z a o 0 o U 0 c0 O ++ N a i w 0 a N q w 0. O Z S314 C;CD w N 0 WZ N Lo Y o 1LU - aEK w z a o 0 o S314 EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN EXIST. CONC. SLAB ON GRADE, FIELD VERIFY METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 18GA. CONT., TYP. mk T NEW PARAPET + - 22 -0 + 6"-18GA FRAMING AT 1fi O.C. II II' II II II 1 1 ( I --18GA. CONT. BOTTOM, TYP. II' l l 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED l I TAPCONS INTO EXIST. CMU 1 1 AND (4)#10 TEK SCREWS INTO EA.. STUD SPACED VERTICALLY 4'-0" O.C. MAX. IIS +I +I S307 II -1 I SEE PL Wall Section SCALE: 1/2" =1'-0" HSS 6x2x1 /4 (LSV) AT 24" O.C., SEE PLAN R�� L.YTOM EXISTING STOREFRONT TO REMAIN ( I S I 3/4" THICK BASE PLATE W/ I ' (4) 3/4.0 F1554 GRADE 36 ANCHOR RODS W/ 5" PROJECTION AND 12" EMBEDMENT 1 PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) EXISTING CONC. SIDEWALK, ' FIELD VERIFY #4 X 36" LONG DOWELS ' AT 12" O.C. DRILL AND EPDXY 6" MIN, INTO A I EXIST. SLAB 5307 `j 1I L11 3" (4)#5 E.W. BOTTOM�A4 3'-0" SQUAR � SEE ARCH 1/4" CAP PLATE \\ :1/2 - HSS 12x2x1/4 (LSV) BEAM CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT —NEW HSS 6x6x1 /4 COLUMN o F_ z� 0 z� �o Y N Z \ry r (7 EXIST. CURB, FIELD VERIFY Ak T EXIST. SLAB 0 -0 1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER E) FII E) TC 2 Wall Section SCALE: 1/2" = 1'-0" URAL WORK AT )N, SEE ARCH =S )REFRONT IG CONC. SIDEWALK, JERIFY E) FIE E) TC 3 Wall Section SCALE: 1/2" =1'-0" .K, NEW 6"-18GA METAL STUDS AT 16" O.C. NEW 35/8"-18GA 18GA. CONT., TYP. HORIZ. METAL STUDS AT 16" O.C. W/(4) #10 TEK SCREW EA. JL, T NEW PARAPET END I( + + p-+ ++ ; = 22 -0 18GA CONT. TRACK ATTACHI r 1 11� + j 3 5/8"-18GA TO EXIST CMU W/ (2) 1 1 FRAMING AT 16" O.C. 1/4-0 X 1 3/4" EMBED �f TAPCONS AT 16" O.C. IN l IOL T EXIST. PARAPET EXIST. GROUTED BOND =20'-O" BEAM ATTACH EA. STUD TO I I I FIELD VERIFY TRACK W/ (1) #10 TEK I 1 SCREWS EA. SIDE l� EXIST. GROUTED BOND BEAM, + FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID 1 1 4"x4"x4"x14 GA. CLIP W/(2) EXIST. 8" CMU PARAPET j 1 1 1/4"0 X 1-3/4" EMBED WALL TO REMAIN TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS EXIST. ROOF FRAMING, FIELD VERIFY INTO EA, STUD SPACED + 1 VERTICALLY 4'-0" O.C. MAX. 1 1 6"-18GA FRAMING I.... �' AT 16" O.C. + 1 SHEATHING, SEE ARCH EXIST. 8" CMU WALL TO REMAIN Ft 6T EXIST. STOREFRONT 10'-O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY .............................................. _..... ...... ..... ............ _ ... . CANOPY BY SUPPLIER \-18GA. CONT., TYP. EXIST. STOREFRONT TO REMAIN 4 Wall Section SCALE: 1/2" = 1'-0" T EXIST. SLAB =0 -0 GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 U M CST 01 a �U 1 U) ry ,.i -N (3) 0 m w_ I- LL_ }� U z O-ff J (1) m Q Wr /w'� O C F- F- r /ti OW v ) C 7 CJS O 0 LL UI tL TIM N �) o m b�tJ ai Q o f �ONAL \,1►�1` Q ry W o 0 7 LU N (@ Y z LU � o J U CU O U) ry ,.i -N (3) 0 m w_ I- LL_ }� U z O-ff J (1) m Q Wr /w'� O C F- F- r /ti OW v ) C 7 CJS O 0 LL UI tL W ` �) o m wb ai Q o f �ONAL \,1►�1` Q ry W o 0 7 LU N (@ Y z LU � o J � d o Z CU O U) ry ,.i -N (3) 0 m w_ I- LL_ }� U z O-ff J (1) m Q Wr /w'� O C F- F- r /ti OW v ) C 7 CJS _ �„/ J LL UI W ` No 564 —F- a+ Z m co (D LO wb O f �ONAL \,1►�1` Q ry W o 0 =D_ N LO O m z a N � N o= fa N �r z 0LU O N LO n 4 .0 O N p L U c O O .N 2. w Q � W a_ 0 z O z N o= fa �r z 0LU LO a O p U (4) #10 TEK SCREWS, TYP NEW 8"-18GA METAL STUDS AT 16" O.C. NEW 6"-18GA METAL STUDS AT 16" O.C. SEE ELEVATION AND S308 FOR BRACE DETAILS EXIST. C.M.U. WALL, FIELD VERIFY T EXIST. STOREFRONT 1or-oil- FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY Wall Section SCALE: 1/2" =1'-0" 180A, CONT., TYP. T NEW PARAPET 25 —0 NEW 3 5/8"�--18GA HORIZ. METAL STUDS AT 16" O.C. W/(4)#10 TEK SCREW EA. END —18CA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE T EXIST. PARAPET =20 —0 FIELD VERIFY EXIST. GROUTED BOND BEAM, FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID _-4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. .. ....... CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY T EXIST. SLAB =0 —0 (4) #10 TEK SCREWS, TYP NEW8"-18GA METAL _.._..__.__....._ .................._......_.........._ STUDS AT 16" O.C. ^ — — + - -- NEW 6"-18GA METAL STUDS AT 16" O.C. I I I 18GA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN I + EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE i ZI I F' EXIST. GROUTED BOND BEAM,— FIELD EAM,-FIELD VERIFY. IF BOND BEAM I I IS NOT GROUTED, GROUT SOLID I + EXIST. ROOF FRAMING, FIELD VERIFY EXIST. C.M.U. WALL, - FIELD VERIFY T EXIST. STOREFRONT =10 -0 FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 2 Wall Section SCALE: 1/2" =1'-0" �18GA. CONT., TYP. T NEW PARAPET = 22'-0" 6"-18GA FRAMING AT 16" O.C. OIL T EXIST. PARAPET =20'-0- FIELD 20 -0FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY T EXIST. SLAB =0 -0 (4) #10 TEK SCREWS, �� 18GA. CONT., TYP. TYP LO r O CV NEW 8"-18GA METAL jk 7/NEW PARAPET STUDS AT 16" O.C. * + + + 23�;�- NEW 6"-18GA METAL I I 6"-18GA FRAMING NEW 6"-180A METAL I I 6"-180A FRAMING STUDS AT 16" Q.C. I I I + AT 16" O.C. 180A CONT. TRACK ATTACH -,,"",,,,1) j TO EXIST CMU W/ (2) Q 1/4-0 X 1 3/4" EMBED T EXIST. PARAPET TAPCONS AT 16" O.C. INik T EXIST. PARAPET EXIST. GROUTED BONDi =20'—O" ++ BEAM ATTACH EA, STUD TO + :. FIELD VERIFY TRACK W/ (1) #10 TEK o E SCREWS EA. SIDE � ( I EXIST. GROUTED BOND BEAM, _ � .' FIELD VERIFY. IF BOND BEAM IIS h.._...•. NOT GROUTED, GROUT SOLID +EXIST. Hi 4"x4"x4"x14 GA. CLIP W/(2) ROOF FRAMING,-\ 4x4 x4' x14 GA. CLIP W/(2) " "FIELD VERIFY 4" M X 1-3/4" EMBED EXIST. C.M.U. WALL, J FIELD VERIFY T EXIST. STOREFRONT 10 76' FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 3 Wall Section SCALE: 1/2" = 1'-0" 1 TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA, STUD SPACED \ VERTICALLY 4'-0" O.C. MAX. ......... ........... .................. \,..._ f ......L- r CANOPY BY SUPPLI. ER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY T EXIST. SLAB =0 -0 T4) #10 TEK SCREWS, 180A. CONT., TYP. YP LO r O CV NEW 8"-18GA METAL T NEW PARAPET - - , = 23'-0" STUDS AT 16" O.C. ++ ++ ILA--- NEW 6"-18GA METAL I I 6"-18GA FRAMING STUDS AT 16" O.C. * I AT 16" O.C. 18CA CONT. TRACK ATTACH I II I TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED I I I Q TAPCONS AT 16" O.C. IN T EXIST. PARAPET EXIST. GROUTED BOND I =20 -0 BEAM ATTACH EA. STUD TO I +` i FIELD VERIFY TRACK W/ (1) #10 TEK I O SCREWS EA. SIDE I I o E II EXIST, GROUTED BOND BEAM, I i � FIELD VERIFY. IF BOND BEAM I a IS NOT GROUTED, GROUT SOLID I* h.._...•. EXIST. ROOF FRAMING, 4"x4"x4"x14 GA. CLIP W/(2) FIELD VERIFY I 1/4"0 X 1-3/4" EMBED W W0 Y TAPCONS INTO EXIST. CMU _ AND (4)#10 TEK SCREWS INTOEA. STUD SPACE 4'-0" O.CD MAX. EXIST. C.M.U. WALL, FIELD VERIFY T EXIST. STOREFRONT =10 -0 FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY 4 Wall Section SCALE: 1l2" = 1'-0" CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY T EXIST. SLAB =0'—O" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. C* LO r O CV c N o C; Q d � O o E a 0 d. 'a Z O W W W0 Y = Ur ) N b Q W (Di o GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. A Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORDA C.A. NO. 26850 0 ❑ LO r O CV N o C; O d � O o E O 0 d. 'a Z O W W W0 Y = Ur N b Q W (Di o O i 1W-• � > Cz V a W Q = C z G o ® U) C O W_ JCD U 7 () o c .N 8 i m w 0 w ii E W U N 3 o � U �p A U 0 0 W iT } 6 z U) L m _ 0 � a L W � y U 0. i `c QO _� E LU Z /''� VJ I-' r W 0Z� STA OF 1(! m CD 'n Z Z O W W Z NAL o W � oLL-C � E / d .a A Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORDA C.A. NO. 26850 0 ❑ LO r O CV N o C; O d � O c O 0 d. 'a Z O W W W0 Y = Ur N b Q W = O i 1W-• V a OC = C C O o .N w W U U) o � W a 6 z A Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORDA C.A. NO. 26850 L2 o C; z O c 0 d. N Z O W W W0 Y = Ur b Q W = O N 1W-• w a OC = A Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORDA C.A. NO. 26850 1. T/FXIST PARAPET Wall Section SCALE: 1/2" = 1'4' T EXIST. SLAB =0'-O" (4) #10 TEK SCREWS, TYP - NEW 8"-180A METAL STUDS AT 16" U.C. NEW 3 5/8"-18GA HORIZ. METAL STUDS AT 16" O.C. W/(4) #10 TEK SCREW EA. END 18CA CONT. TRACK ATTACH --� TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM,— FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, —\ FIELD VERIFY EXIST. C.M.U. WALL, - FIELD VERIFY T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY T EXIST. SLAB =0 —0 -METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 —18GA. CONT., TYP. OL T NEW PARAPET 23'-0" OL T EXIST. CMU T = 22'—Q" FIELD VERIFY -3 5/8"-18GA FRAMING AT 16" O.C. METAL STUD SHEATHING, SEE FRAMING NOTES ON S001 6"-18GA FRAMING AT 16" O.C. 718GA. CANOPY BY SUPPLIER 4"x4"x4"x14 GA. CLIP W/(2)1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. CONT. BOTTOM, TYP. EXISTING STOREFRONT TO REMAIN EXISTING CONC, SIDEWALK, FIELD VERIFY 2 Wall Section SCALE: 1/2" = 1'-0" _L T/EXI4T PARAPET 3 Wall Section SCALE: 1/2" =1'-0° OL T EXIST. SLAB =01-011 1. T/FXIgT PARAPET 4 Wall Section SCALE: 1/2" = 1'-0" OL T EXIST. SLAB =0'-O" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. air �I. ,• � Ali Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 2861787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 tc'? cx� O Q 0, O i m R CD c 0 0 N Q� U_ o N a.i Z �- Z w r N Z LU L 0 V V Q� co z U) O O � U v C7 U) 8 0 O o M CB c'` -II-d MUV c L C O � w Z3 t v CD rn C vJ cj k AIr- F +� N056467 =¢ IL w m t -0 CO ' VA - Fp',W�z� e ww0 a '/ `P' _j z �j Je 4Sf a i=1 s' , Z CU fi NA� �, hllli�lll�� . — a w 07 s �j •-/ 0 u >. C� ( w U =a u> O i m R CD c 0 0 N Q� U_ o N Z �- Z w r N Z LU L 0 V co z U) O O � U v C7 U) 8 0 O o M CB c'` -II-d MUV c L C O � w Z3 t v CD rn C vJ cj k AIr- F +� N056467 =¢ IL w m t -0 CO ' VA - Fp',W�z� e ww0 a '/ `P' _j z �j Je 4Sf a i=1 s' , Z CU fi NA� �, hllli�lll�� . — a w 07 s �j •-/ 0 u >. C� ( w U =a 3 u> O i m R CD c 0 N o N Z O N V V W N Q ic W C9 = U CL O O U C O O mn w N U) w a 0 Z 3 i c ,n o Z co N V W N Q ic W C9 = CL O O U S317 METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 18GA. CONT., TYP. 8"-18GA FRAMING ,.. .............._......_ .._._. OIL T EXIST. HIGH PARAPET . AT 16" O.C. I + I / J, FIELD VERIFY /IOIL T EXIST. PARAPET + ...._� =22'-O" Al + ++ FIELD VERIFY +I 18GA CONT. TRACK ATTACH I I I( 3 5/8"-18GA TO EXIST CMU W/ (2) I I FRAMING AT 16" O.C. 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK ;i I i� SHEATHING, SEE ARCH SCREWS EA. SIDE ++ I +I EXIST. GROUTED BOND BEAM, I I FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID ( I 6"-18GA FRAMING AT 16" O.C. � II EXIST. ROOF FRAMING, FIELD VERIFY 4"x4"x4"x14 GA. � CLIP W/(2) I I 1/4 0 X 1-3/4 EMBED Y_ f-` -- TAPCONS INTO EXIST. CMU + AND (4)#10 TEK SCREWS + I INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. Ilj II B 5307 5307 I I SEE PLAN ..... Ll _ 1/4" CAP PLATE HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 1 I 1 I 1 -18GA. CONT. TRACK, TYP. I 1 I 1 EXIST. 8" CMU WALL I 'HSS TO REMAIN ; BEAM 12x2x1/4 (LSV) I I 1/2" CAP PLATE i I I NOTE: GENERAL CONTRACTOR SHALL I I EXPOSE ONE EXISTING COLUMN & 3/4" THICK BASE PLATE W/I FOOTING AND SUBMIT FINDINGS TO (4) 3/4"� F1554 GRADE 36 ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ I I IF EXISTING COLUMN &FOOTING CAN 5" PROJECTION AND BE UTILIZED FOR SUPPORT 12" EMBEDMENT NEW HSS 6x6x1/4 PROVIDE NUT, WASHER COLUMN AND LEVELING NUT (TYP.) zo F- EXISTING CONC. SIDEWALK, I I Z FIELD VERIFY I I Y EXIST. CONC. SLAB ON #4 X 36" LONG DOWELS �� ' e = GRADE, FIELD VERIFY AT 12" O.C. DRILL AND ( I EXIST. CURB, EPDXY 6 MIN. INTO A FIELD VERIFY EXIST. SLAB ' j NS I T EXIST. SLAB =01-011 — 1 1 .3 (4)#5 E.W. BOTTOM 3'-0" DBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO WASHER Wall Section SCALE: 1/2" =1'-0" 8"-18GA FRAMING AT 16" O.C. +*' ' DHSS 12x2x1 /4 (LSV) Alt I I I I N+++++l 180A CONT. TRACK ATTACH (` C) TO EXIST CMU W/ (2) I 1/2" CAP PLATE 1/4"0 X 1 3/4" EMBED it Q �C TAPCONS AT 16" O.C. IN I 1/2" CAP PLATE EXIST. GROUTED BOND �Y 1 BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE � ++I EXIST. GROUTED BOND BEAM, EXPOSE ONE EXISTING COLUMN & +I FIELD VERIFY. IF BOND BEAM w z IS NOT GROUTED, GROUT SOLID =II FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 II EXIST. ROOF FRAMING, CV 11 FIELD VERIFY ANCHOR RODS W/ w EXIST. 8" CMU WALL—" TO REMAIN T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY /--METAL STUD SHEATHING, SEE FRAMING NOTES ON 5001 --18GA. CONT., TYP. OL T EXIST. HIGH PARAPET =23'-O" �— FIELD VERIFY OL T EXIST. PARAPET =22'-O" FIELD VERIFY 3 5/8"-18GA FRAMING AT 16" O.C. -SHEATHING, SEE ARCH -6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. 6307 S 07 3 5/8"-18GA FRAMING AT 16" O.C. ` 8"-18GA FRAMING AT 16" O.C. 18GA CONT. TRACK ATTACH - - TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN gk T EXIST. STOREFRONT 10 -0' FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY —18GA. CONT. TRACK, TYP. OL T NEW PARAPET If = 25'-0" OL T EXIST. PARAPET =24'-O" FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4-0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO STUD IIIS307 S3�o7 SEE PLAN L -HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 180A. CONT. TRACK, TYP. = 11'-0" -1/4" CAP PLATE ' DHSS 12x2x1 /4 (LSV) C3 I I I I BEAM (` C) I I ' I 1 I 1/2" CAP PLATE EXISTING STOREFRONT Q �C ' I 1/2" CAP PLATE TO REMAIN �Y 1 0-1 NOTE: GENERAL CONTRACTOR SHALL � � o NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & 4" THICK BASE PLATE W 3/4- / s w z o EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 I I CV FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ w 00 I I IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND I I IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT 12" EMBEDMENT +, c) BE UTILIZED FOR SUPPORT 12" EMBEDMENT I NEW HSS 6x6x1/4 ' COLUMN PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) zo I zZ) EXISTING CONC. SIDEWALK, FIELD VERIFY I ' ' I Y #4 X 36" LONG DOWELS I I R NZ #4 X 36" LONG DOWELS ! EXIST. CURB, EPDXY 6" MIN. INTO A AT 12" O.C. DRILL AND,! I j FIELD VERIFY EXIST. SLAB s307 (n EXIST. CURB, EPDXY 6" MIN. INTO A EXIST. SLAB FIELD VERIFY EXIST. SLAB S307 I 0-0` I I I T EXIST. SLAB JAI 3w - =01-011 1 1 1 3" n �J_ 3" (4)#5 E.W. BOTTOM 3'-0" (4)#5 E.W. BOTTOM DBL. HEAVY HEX NUTS W/ 3'-0" SQUARE DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO SQUARE WASHER Wall Section SCALE: 1/2" = 1'-0" WASHER Wall Section 3 5/8"-18GA FRAMING AT 16" O.C. ` 8"-18GA FRAMING AT 16" O.C. 18GA CONT. TRACK ATTACH - - TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST. 8" CMU WALL TO REMAIN gk T EXIST. STOREFRONT 10 -0' FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY —18GA. CONT. TRACK, TYP. OL T NEW PARAPET If = 25'-0" OL T EXIST. PARAPET =24'-O" FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 4"x4"x4"x14 GA. CLIP W/(2) 1/4-0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO STUD IIIS307 S3�o7 SEE PLAN L -HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 180A. CONT. TRACK, TYP. = 11'-0" -1/4" CAP PLATE GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. mace, 34AN r Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 2050 .o `-HSS 12x2x1/4 (LSV) C3 m o BEAM (` C) o o I (D L Q �C ' I 1/2" CAP PLATE EXISTING STOREFRONT �Y 1 0-1 TO REMAIN � � o NOTE: GENERAL CONTRACTOR SHALL � Q s w z o EXPOSE ONE EXISTING COLUMN & 3/4' THICK BASE PLATE W/ I I CV FOOTING AND SUBMIT FINDINGS TO (4) 3/4"0 F1554 GRADE 36 w 00 Z ENGINEER FOR REVIEW TO DETERMINE ANCHOR RODS W/ I I IF EXISTING COLUMN & FOOTING CAN 5" PROJECTION AND o +, c) BE UTILIZED FOR SUPPORT 12" EMBEDMENT I NEW HSS 6x6x1/4 ' COLUMN PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) zo I zo EXISTING CONC. SIDEWALK, FIELD VERIFY ' ' I Y a N Z #4 X 36" LONG DOWELS AT 12" O.C. DRILL AND i ! EXIST. CURB, EPDXY 6" MIN. INTO A I j FIELD VERIFY EXIST. SLAB s307 EXIST. SLAB 0-0` - 1 1 n �J_ 3" (4)#5 E.W. BOTTOM 3'-0" DBL. HEAVY HEX NUTS W/ SQUARE WASHER TAC WELD NUT TO WASHER Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. mace, 34AN r Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 2050 N r w� .W No 564V +. ��-p z �In * i =z z 0 _ w zz S OF . 4o : CD J z Y , c�Q(j .!,�� ` 4 IDS;•' `a�``' ,`' = p fi 0 LL a O O_j _ t =a. L o O E � O L S ,U^ U V/ V C O ppQ O +a j v w 41) N (n v � w Z X s .o C3 m o G (` C) o o h (D L Q �C 101^^ F VJ o 0 �-- o w (Da cocoon e �Y 1 0-1 w � � o � Q s w z o Z LU o U CV ~ O w 00 Z N r w� .W No 564V +. ��-p z �In * i =z z 0 _ w zz S OF . 4o : CD J z Y , c�Q(j .!,�� ` 4 IDS;•' `a�``' ,`' = p fi 0 LL a O O_j _ t =a. L o O E � O L S ,U^ U V/ V C O ppQ O +a j v w 41) N (n v � w Z X s .o C3 m o G (` C) o o h L LU \ (� O Q �C 101^^ F VJ y �-- o w (Da cocoon e �Y 1 0-1 N r w� .W No 564V +. ��-p z �In * i =z z 0 _ w zz S OF . 4o : CD J z Y , c�Q(j .!,�� ` 4 IDS;•' `a�``' ,`' = p fi 0 LL a O O_j _ t =a. L o O E � O L S ,U^ U V/ V C O ppQ O +a j v w 41) N (n v � w Z X s S318 .o C3 CV G Z cD CV �Y oo' w O s LU O CV ~ O w W Z aw s a o o c) S318 SHEATHING, SEE ARCH (4) #10 TEK SCREWS, 18GA. CONT., TYP. TYP -Af,, T NEW PARAPET IT 25'-0" EXIST. ROOF FRAMING, FIELD VERIFY EXIST. C.M.U. WALL, FIELD VERIFY T EXIST. STOREFRONT =10 -0' FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY Wall Section SCALE: 1/2" = 1'-0" SEE PLAN `-HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 18GA. CONT. BOTTOM, TYP. No mm 3/4" THICK BASE PLATE W/ (4) 3/4.0 F1554 GRADE 36 ANCHOR RODS W/ I I 5" PROJECTION AND 12" EMBEDMENT I I PROVIDE NUT, WASHER Lo AND LEVELING NUT (TYP.) EXISTING CONC. SIDEWALK, FIELD VERIFY #4 X 36" LONG DOWELS I I AT 12" O.C. DRILL AND EPDXY 6" MIN. INTO A EXIST. SLAB s307 I I •- 1 n3" (4)#5 E.W. BOTTOM�4 SQUARE ob0„ 1/4" CAP PLATE DHSS 12x2x1 /4 (LSV) BEAM 1 /2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT —NEW HSS 6x6x1/4 COLUMN o F- zZ) O z� Y EXIST. CURB, FIELD VERIFY OL T EXIST. SLAB =0'-O" �1 s 1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER (4) #10 TEK SCREWS, TYP NEW 6"-18GA METAL STUDS AT 16" O.C. NEW 3 5/8"-18GA HORIZ. METAL STUDS AT 16" O.C. W/(4)#10 TEK SCREW EA. FND 18CA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN ++ ' EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE I S EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM +. IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST, C.M.U. WALL, -� FIELD VERIFY T EXIST. STOREFRONT 10 -0`r-- FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 2 Wall Section SCALE: 1/2" = 1'-0" r-18GA. CONT., TYP. T/NEW PARAPET 23'-0" -NEW 8"--18GA METAL STUDS AT 16" O.C. T EXIST. PARAPET =20 I -0 FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4-0 X 1--3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO STUD CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY OIL T EXIST. SLAB If =01-011 EX FIE E� TC 3 Wall Section SCALE: 1/2" = 1'-0" ob T EXIST. SLAB =0'-O" Ek FIE Er TC 4 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. e&7( I: -A '• le�Y Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 cat? U LO EXIST. GROUTED BOND BEAM, X-4 17,: FIELD VERIFY. IF BOND BEAM � I 3 5/8"-18GA IS NOT GROUTED, GROUT SOLID I� FRAMING AT 16" O.C. ` W cv o L 111I -1- � !O w 18GA CONT. TRACK ATTACH !- r�1 v J v J U) 0 LLJ = TO EXIST CMU W/ (2) v% LjQ 1/4-0 X 1 3/4" EMBED `� �1 cD TAPCONS AT 16" O.C. IN No 564 N EXIST. GROUTED BOND j � CC3 BEAM ATTACH EA. STUD TO w I I 4"x4"x4"x14 GA. CLIP W/(2) TRACK W/ (1) #10 TEK G I I 1/4"0 X 1-3/4" EMBED SCREWS EA. SIDE z w � TAPCONS TEXIST. U >- (DCD I I AND(4)#10 TEK SCREWS EXIST. GROUTED BOND BEAM, I ' INTO STUD FIELD VERIFY. IF BOND BEAM N IS NOT GROUTED, GROUT SOLID U '"`1 HIP� HI I I I : I FRAMING AT 16G O.C. , ......., EXIST. ROOF FRAMING, FIELD VERIFY EXIST. C.M.U. WALL, FIELD VERIFY T EXIST. STOREFRONT =10 -0' FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY Wall Section SCALE: 1/2" = 1'-0" SEE PLAN `-HSS 6x2x1/4 (LSV) AT 24" O.C., SEE PLAN 18GA. CONT. BOTTOM, TYP. No mm 3/4" THICK BASE PLATE W/ (4) 3/4.0 F1554 GRADE 36 ANCHOR RODS W/ I I 5" PROJECTION AND 12" EMBEDMENT I I PROVIDE NUT, WASHER Lo AND LEVELING NUT (TYP.) EXISTING CONC. SIDEWALK, FIELD VERIFY #4 X 36" LONG DOWELS I I AT 12" O.C. DRILL AND EPDXY 6" MIN. INTO A EXIST. SLAB s307 I I •- 1 n3" (4)#5 E.W. BOTTOM�4 SQUARE ob0„ 1/4" CAP PLATE DHSS 12x2x1 /4 (LSV) BEAM 1 /2" CAP PLATE NOTE: GENERAL CONTRACTOR SHALL EXPOSE ONE EXISTING COLUMN & FOOTING AND SUBMIT FINDINGS TO ENGINEER FOR REVIEW TO DETERMINE IF EXISTING COLUMN & FOOTING CAN BE UTILIZED FOR SUPPORT —NEW HSS 6x6x1/4 COLUMN o F- zZ) O z� Y EXIST. CURB, FIELD VERIFY OL T EXIST. SLAB =0'-O" �1 s 1 DBL. HEAVY HEX NUTS W/ WASHER TAC WELD NUT TO WASHER (4) #10 TEK SCREWS, TYP NEW 6"-18GA METAL STUDS AT 16" O.C. NEW 3 5/8"-18GA HORIZ. METAL STUDS AT 16" O.C. W/(4)#10 TEK SCREW EA. FND 18CA CONT. TRACK ATTACH TO EXIST CMU W/ (2) 1/4"0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN ++ ' EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE I S EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM +. IS NOT GROUTED, GROUT SOLID EXIST. ROOF FRAMING, FIELD VERIFY EXIST, C.M.U. WALL, -� FIELD VERIFY T EXIST. STOREFRONT 10 -0`r-- FIELD VERIFY EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 2 Wall Section SCALE: 1/2" = 1'-0" r-18GA. CONT., TYP. T/NEW PARAPET 23'-0" -NEW 8"--18GA METAL STUDS AT 16" O.C. T EXIST. PARAPET =20 I -0 FIELD VERIFY 4"x4"x4"x14 GA. CLIP W/(2) 1/4-0 X 1--3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS INTO STUD CANOPY BY SUPPLIER EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY OIL T EXIST. SLAB If =01-011 EX FIE E� TC 3 Wall Section SCALE: 1/2" = 1'-0" ob T EXIST. SLAB =0'-O" Ek FIE Er TC 4 Wall Section SCALE: 1/2" = 1'-0" GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONS PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. e&7( I: -A '• le�Y Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 cat? U LO X-4 17,: p � U � � > N O M ` W cv o L 111I -1- � !O w Q) O w W O r n CO !- r�1 v J v J U) 0 LLJ = 0- .17 v% LjQ `� �1 cD rn No 564 N z j � CC3 ATE OF C) ' w v ,� 0 Q G % O_ /ANAL. w > '� z w � > Q) >- (DCD z- I..lo. o N U '"`1 i L 1 U LO p � U � � > N O M ` W cv o L 111I -1- � !O w Q) O w W O r n CO !- r�1 v J v J U) 0 LLJ = 0- .17 v% LjQ `� �1 cD rn No 564 N z j � Q ATE OF C) ' w ,� 0 Q G % O_ /ANAL. w > '� z w � > Q) >- (DCD z- I..lo. o 1 Gn LO p � U � � > N O M ` W cv o L 111I -1- � !O w Q) O w W O r n CO !- r�1 v J v J U) 0 LLJ = 0- .17 v% `� 4 Y 1 � No 564 N z j 7 !ki�L L z S ATE OF C) ' c� ,� 0 Q W % O_ /ANAL. w U E LL 11k�� ° � -7, T a. LL O 1 LO p � O z CD N � N � O N U N z O O S WLU ,� W Y U a � O U N L U Cf) _ C O O:� .� 2. L w co N o � w 0 Z Y p � O z N � O U N z O W S WLU ,� W Y U a Q U Y 180A CONT. TRACK ATTACH— TO EXIST CMU W/ (2) 1/4-0 X 1 3/4" EMBED TAPCONS AT 16" O.C. IN EXIST. GROUTED BOND BEAM ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREWS EA. SIDE EXIST. GROUTED BOND BEAM, - FIELD VERIFY. IF BOND BEAM IS NOT GROUTED, GROUT SOLID EXIST. CONC. SLAB ON GRADE, FIELD VERIFY 18GA. CONT., TYP. _..._......... ......... ._...... _......... ....i T NEW PARAPET = 26'-0" 3 5/8"-180A +� FRAMING AT 16" O.C. OIL T EXIST. PARAPET =24'-O" FIELD VERIFY SHEATHING, SEE ARCH �II it 6"-18GA FRAMING AT 16" O.C. II II II II' II Ili IIS II 4"x4"x4"x14 GA. CLIP W/(2) 1/4"0 X 1-3/4" EMBED TAPCONS INTO EXIST. CMU AND (4)#10 TEK SCREWS j INTO EA. STUD SPACED VERTICALLY 4'-0" O.C. MAX. II II II II it IIi II! rill, _1 Wall Section SCALE: 1/2" =1'-0" (4) #10 TEK SCREWS, - TYP. NEW 8"-18GA METAL - STUDS AT 16" O.C. NEW 6"-18GA METAL -` STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS - AT 16" O.C., FIELD VERIFY EXIST. ROOF FRAMING, FIELD VERIFY T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY U 18GA CONT. TRACK ATTACH TO 1 1 I II CMU W/ (2) 1/4-0 X 1 3/4" ......_......................_.............. ._... li' EMBED TAPCONS AT 16" O.C. I I I++I i ATTACH EA. STUD TO TRACK W/ 1++11 1 +T (1) #10 TEK SCREWS EA. SIDE II ++I NEW 6" CMU STARTER COURSE ++I W/(1)#4 DOWELS AT 24" O.C. G cc) DRILL AND EPDXY 3" MIN. TO 1++11 EXIST. CONC. AND (1)#3 CONT. ++I HORIZ., GROUT ALL COURSE o ++I 0 T EXIST. SLAB ++II =0'-O" /EXISTING CONC. SIDEWALK, 0 FIELD VERIFY Wall Section SCALE: 1/2" =1'-0" (4) #10 TEK SCREWS, - TYP. NEW 8"-18GA METAL - STUDS AT 16" O.C. NEW 6"-18GA METAL -` STUDS AT 16" O.C. 3'-0" SPLICE BETWEEN EXIST. METAL STUDS AND NEW METAL STUDS W/ (2) #10 TEK SCREWS AT 4" O.C. EXIST. 8" METAL STUDS - AT 16" O.C., FIELD VERIFY EXIST. ROOF FRAMING, FIELD VERIFY T EXIST. STOREFRONT =10'-O" FIELD VERIFY EXIST. CONC. SLAB C GRADE, FIELD VERIFY T NEW PARAPET 28'-0" T EXIST. PARAPET =24'-O" FIELD VERIFY 1 I 3 5/8"-18GA HORIZ. METAL STUDS AT EA. STUD W/(4) #10 TEK SCREWS EA. END SPACE VERTICALLY AT 4'-0" O.C. MAX. CANOPY BY SUPPLIER - — 18GA. CONT. TRACK, TYP. EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 2 Wall Section SCALE: 1/2" =1'-0" T EXIST. SLAB =01-011 3'-0" SPLICE BETWEEN 'I EXIST. METAL STUDS 1 + + AND NEW METAL STUDS W/ (2) #10 TEK (j ( + + SCREWS AT 4" O.C. I ++ U ++ _ ++ 1 I II 1++11 ......_......................_.............. i II li' ........ . I I I++I i 1++11 1 +T ++ II ++I I II ++I W G cc) 1++11 rn r- ++I I I! o ++I 0 ..c ++II I' j 0 z w 1++I I 0 >- ++ 1 1'. CD Z o I II I I I ''I I I' I I'I 11 T NEW PARAPET 28'-0" T EXIST. PARAPET =24'-O" FIELD VERIFY 1 I 3 5/8"-18GA HORIZ. METAL STUDS AT EA. STUD W/(4) #10 TEK SCREWS EA. END SPACE VERTICALLY AT 4'-0" O.C. MAX. CANOPY BY SUPPLIER - — 18GA. CONT. TRACK, TYP. EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 2 Wall Section SCALE: 1/2" =1'-0" T EXIST. SLAB =01-011 3'-0" SPLICE BETWEEN 'I EXIST. METAL STUDS 1 + + AND NEW METAL STUDS W/ (2) #10 TEK (j ( + + SCREWS AT 4" O.C. I ++ EXIST. 8" METAL STUDS I I I I AT 16 O.C., FIELD VERIFY , , 1. EXIST. ROOF FRAMING, + FIELD VERIFY I+ II +� t I I OL II I) I II II I+�I{ T EXIST. STOREFRONT =10'-O" FIELD VERIFY ! EXIST. CONC. SLAB C GRADE, FIELD VERIFY 18GA. CONT., TYP. OL T NEW PARAPET 26'-0" -3 5/8"-18GA FRAMING AT 16" O.C. OL T EXIST. PARAPET =24'-O" FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 3 5/8"-18GA HORIZ. METAL STUDS AT EA. STUD W/(4) #10 TEK SCREWS EA. END SPACE VERTICALLY AT 4'-0" O.C. MAX. N 18GA. CONT. TRACK, TYP. EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 3 Wall Section SCALE: 1/2" = 1'-0" T EXIST. SLAB =0 -0 1 T/c-viQT DADADFT 4 Wall Section SCALE: 1/2" = 1'-0" T EXIST. SLAB =01-011 GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONs PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. t'tlyI Z' I' Structural Engineers 3222 Corrine Drive, Suite F Orlando, Horida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 U � 1++11 1 1++11 1 to N I++I i 1++11 1 ++ II I II EXIST. 8" METAL STUDS I I I I AT 16 O.C., FIELD VERIFY , , 1. EXIST. ROOF FRAMING, + FIELD VERIFY I+ II +� t I I OL II I) I II II I+�I{ T EXIST. STOREFRONT =10'-O" FIELD VERIFY ! EXIST. CONC. SLAB C GRADE, FIELD VERIFY 18GA. CONT., TYP. OL T NEW PARAPET 26'-0" -3 5/8"-18GA FRAMING AT 16" O.C. OL T EXIST. PARAPET =24'-O" FIELD VERIFY SHEATHING, SEE ARCH 6"-18GA FRAMING AT 16" O.C. 3 5/8"-18GA HORIZ. METAL STUDS AT EA. STUD W/(4) #10 TEK SCREWS EA. END SPACE VERTICALLY AT 4'-0" O.C. MAX. N 18GA. CONT. TRACK, TYP. EXISTING STOREFRONT TO REMAIN EXISTING CONC. SIDEWALK, FIELD VERIFY 3 Wall Section SCALE: 1/2" = 1'-0" T EXIST. SLAB =0 -0 1 T/c-viQT DADADFT 4 Wall Section SCALE: 1/2" = 1'-0" T EXIST. SLAB =01-011 GENERAL NOTE: VERIFY ALL TOP OF PARAPET ELEVATIONS WITH ARCHITECTURAL SECTIONs PRIOR TO CONSTRUCTION NOTE: FIELD VERIFY EXISTING METAL STUD SIZE AND SPACING PRIOR TO FABRICATION AND CONSTRUCTION. 16" STUD SPACING IS FOR BIDDING PURPOSE ONLY. VERIFIED 24" STUD SPACING IS ADEQUATE. t'tlyI Z' I' Structural Engineers 3222 Corrine Drive, Suite F Orlando, Horida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 z � � o N CID c/) vr- � (D 0-00-0 0 Z3 "'U < O w Z3 z E U) a FJ q- 0 07) t f�—) �r W � i cc/)w 1./ z o ¢. ✓ =w(D mc 56'1157 '- O Z + m (D =zzo ' ,f: w w OF ; (D EE z /I/,' {11' 0 ow o -� t Q�LL U � N to N Z o o 0 N W G cc) o r- rn r- ai o w 0 ..c Z Z j 0 z w � cn 0 >- ON j CD Z o z � � o N CID c/) vr- � (D 0-00-0 0 Z3 "'U < O w Z3 z E U) a FJ q- 0 07) t f�—) �r W � i cc/)w 1./ z o ¢. ✓ =w(D mc 56'1157 '- O Z + m (D =zzo ' ,f: w w OF ; (D EE z /I/,' {11' 0 ow o -� t Q�LL � N to N Z o 0 N o cc) 0 N 0 0 = Ljj d � ON j Fw- o o W = 'v o o U N U (j) r_ C O w N U) W LU IL a Z O to N Z r o cc) 0 0 = Ljj ON Fw- o Q W = a o o U PANELBOARD IS EXISTING TO REMAIN. MATCH EXISTING - ------ - ----- BREAKERS Electrical Riser Diagram - South Building LIGHT GENERAL PROJECT NOTES APPLICABLE TO ALL SHEETS VOLT A. DRAWINGS ARE SCHEMATIC IN NATURE AND MAY NOT BE DRAWN EXACTLY TO SCALE. N' VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED, THIS DESIGN COMPLIES WITH D1 MCGRAW EDISON LRC-B32-4-LED-E-WST CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT ROUTING OF ALL SERVICES WITH VOLTAGE DROP REQUIREMENTS OF THE NEC OF FEEDER (< 2%) AND BRANCH (4%) CIRCUITS. LED EXISTING CONDITIONS AND WITH ALLOTHER TRADES. 2,3,5,6 W1 INDY LTG LC8B-4035U- W (CYLINDER) L80OWS-CL (OPTICS) 0. CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO STRUCTURE AS BEST FTS B. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF ALL FIXTURES. VERIFY MOUNTING ROUTING REQUIREMENTS AND SHALL BE INSTALLED IN A NEAT AND PROFESSIONAL MANNER. PRIOR APPROVAL TEN (10) BUSINESS DAYS PRIOR TO BID DATE. TYPES WITH ARCHITECT PRIOR TO ORDERING LIGHT FIXTURES TO ENSURE COMPATIBLE FIXTURE REFER TO ARCHITECT'S PAINT SPECIFICATION SECTION AND ARCHITECTURAL FINISH 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES TRIMS AND MOUNTING HARDWARE. SCHEDULES TO DETERMINE PAINT COLOR OF ALL EXPOSED FRONT OF HOUSE RACEWAY 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE UNLESS OTHERWISE NOTED. SYSTEMS LOCATED IN OPEN CEILINGS. C. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICALCODE, 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR 2. PROVIDE NECESSARY MOUNTING HARDWARE AND AND ALL APPLICABLE LOCAL AND STATE CODES. ACCESSORIES FOR ALL FIXTURES. D. ALLCIRCUITS SHALL INCLUDE A GREEN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH 6. CONTACT LANDRETH, INC (407) 682-6255 THOMAS 3; VERIFY FINISH WITH ARCHITECT PRIOR TO ORDERING. NEC, OR LARGER IF NOTED. (Do E. ALL CONDUITS EXPOSED TO PUBLIC VIEW SHALL BE PAINTED. VERIFY COLOR WITH OWNER # RPS BB ML W DG WITH 120VAC INPUT. HPS MOUNTED ON INTERIOR WALL ABOVE L AND ARCHITECT. Y F. NO MORE THAN (9) CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED IN ANY CONDUIT. SWITCH U B OR_��_ B ALLCONDUIT PENETRATIONS OF THE ROOF SHALL OCCUR WITHIN THE MECHANICAL CURBS, C EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND H. UNDERGROUND PVC CONDUITS SHALLCONVERT TO RIGID GALVANIZED STEEL ELBOW AND C OR4 C MOUNTING. WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE CONTINUE AS RIGID GALVANIZED STEEL CONDUIT UNTIL EMERGENCE FROM SLAB OR FUSES. T CONCRETE ENCASEMENT. PROVIDE THREADED CAPS AT BOTH ENDS OF SPARE OR UNUSED EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUITS. EXCEPTION: ALL PARTS OF UNDERGROUND LIGHTING BRANCH CIRCUIT CONDUITS MAY BE V,7X NL NIGHT LIGHT FIXTURE PVC. I. ALL WALL LIGHT SWITCHES SHALL BE RATED AT 20A. J. ALL JUNCTION BOXES MOUNTED ABOVE CEILING SHALL BE MOUNTED 1'-0" AFC. EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES K. ALL WIRING TO BE 2#12, 1#12, 3/4"C UNLESS NOTED OTHERWISE. L. ALL RECEPTACLES ON ROOF AND EXTERIOR SHALL BE WEATHERPROOF AND GFI RATED. (COORDINATE WITH MECHANICAL DRAWINGS PRIOR TO M. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULLSTRINGS. LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG N0. MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM VOLT ^~ LAMPS MOUNTING &OPTION NOTE D1 MCGRAW EDISON LRC-B32-4-LED-E-WST REQUIRED. REVIEW POWER & LIGHTING PLANS AND MVO LT LED RECESSED CANOPY 2,3,5,6 W1 INDY LTG LC8B-4035U- W (CYLINDER) L80OWS-CL (OPTICS) MVOLT LED WALL MOUNTED 2,3,5,6 THE ABOVE SCHEDULE IS BASED ON PERFORMANCE AND IS DESIGNED AROUND SPECIFIC CRITERIA. ALLALTERNATE SELECTIONS MUST BE SUBMITTED FOR PRIOR APPROVAL TEN (10) BUSINESS DAYS PRIOR TO BID DATE. 0) NOTES: 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES Cz SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE UNLESS OTHERWISE NOTED. ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. C) Lu � 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR 2. PROVIDE NECESSARY MOUNTING HARDWARE AND PRIOR APPROVAL, SEE SPECIFICATIONS. ACCESSORIES FOR ALL FIXTURES. FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF W 6. CONTACT LANDRETH, INC (407) 682-6255 THOMAS 3; VERIFY FINISH WITH ARCHITECT PRIOR TO ORDERING. LANDRETH (Do 7. PROVIDE FIXTURE WITH REMOTE POWER SUPPLY (RPS) BY SIGNTEX, INC. MODEL # RPS BB ML W DG WITH 120VAC INPUT. HPS MOUNTED ON INTERIOR WALL ABOVE L ACCESSIBLE CEILING SPACE. INSTALL PER MANUFACTURER;S INSTRUCTIONS. APPROX. LOCATION OF HOUSE PANEL SOUTH APPROX. LOCATION OF HOUSE PANEL NORTH Voltage Drop Calculations: VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED, THIS DESIGN COMPLIES WITH VOLTAGE DROP REQUIREMENTS OF FBC ENERGY 505.7.3 OF FEEDER (<2%) AND BRANCH (<3%) CIRCUITS. EXISTING Ui'ILIFY COMPANY PAD -MOUNTED TRANSFORMER . 4 EXIST. 208V/1 20V HOUSE PANEL EXIST. L T C JB OX I EXISTING TROUGH �l EXISTING SQUARE D LIGHTING CONTACTORS EXTERIOR GRADE LEVEL Electrical Riser Diagram - North Building ..fir ELECTRICAL LEGEND MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM V0 NOT ALL DEVICES SHOWN IN LEGEND ARE J HANDICAPPED ACCESSIBILITY STANDARDS -THEY REQUIRED. REVIEW POWER & LIGHTING PLANS AND SHALL NOT BE ALTERED WITHOUT WRITTEN W DETAILS FOR ITEMS WHICH APPLY TO THIS AUTHORIZATION. z PROJECT. W FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE 0) A aOFi Aa FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF Cz T- > o I i.qFni kc) C) Lu � FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE A-37,39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH ca FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF W COLONS INDICATE 2 O 3 POLE CIRCUITS. c OR SURFACE MOUNTED LIGHT, LETTER INDICATES TYPE. SEE (Do FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH L DISCONNECT Y nF i �SFn) O SWITCH U B OR_��_ B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND 100/3/60 INDICATES NON-FUSED; "DE" INDICATES DUAL ELEMENT C OR4 C MOUNTING. WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE FUSES. T LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT (HORSEPOWER OR EQUIPMENT INDICATED) V,7X NL NIGHT LIGHT FIXTURE (N L)�T� THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES OT STUBBED INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. TYPE SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND (COORDINATE WITH MECHANICAL DRAWINGS PRIOR TO MOUNTING. ROUGH -IN) BATTERY POWERED EMERGENCY TELEPHONE WALLOUTLE-f, PROVIDE SINGLE GANG BOX WITH 3/4" LIGHT CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK SEE INTO CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) 0 COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND U.O.N. MOUNTING. SINGLE POLE SWITCH, LOWERCASE LETTER INDICATES CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC S LIGHTS CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. S NETWORK, INC. (800-274-9298) a MOUNT 48" A.F.F. U.O.N. I S . F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F: D CEILING MTD. SENSOR I U.O.N. DEVICE S 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT 3 POINTS. F❑ FIRE ALARM PULL STATION: EDWARDS S OS SINGLE POLE SWITCH, FOR CONTROLLING LIGHTS VIA OCCUPANCY SENSOR. #SIGA-270 Q a0 TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED [FJ HORN/STROBE: EDWARDS GROUND RECEPTACLE AND ONE COMPUTER OUTLET. #692-8A-HSW WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE C� THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION SMOKE DETECTOR: EDWARDS LOCATIONS #ISIGA-PS Z\ Z\ WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. 0 HEAT DETECTOR: EDWARDS �j QUADPLEX FLOOR RECEPTACLE 1tSIGA-HRS OUTLET. QUADPLEX RECEPTACLE OUTLET. FACP I PANEL: SEMEN CYRBURUS MODEL r� �rY #PXL QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. C°O DUPLEX FLOOR RECEPTACLE \ EF BATH ROOM FAN LIGHT (BROAN OUTLET. S15OL) DUPLEX RECEPTACLE, MOUNT 18" AFF UON OS CEILING MOUNTED OCCUPANCY SENSOR DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. GFI GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT ABOVE COUNTER HEIGHT U.O.N. ABBREVIATIONS I.G. Or DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. ACC -CU CONDENSING UNIT NF NON-FUSED AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON Q_ #5362-IGI MOUNT AT 18" AFF LION AFG ABOVE FINISH GRADE NL NIGHT LIGHT DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT A/H AHU AIR HANDLING UNIT NTS NOT TO SCALE WINDOWS CLG CEILING OS OCCUPANCY SENSORS �}— SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON C/T CURRENT TRANSFORMER PC PULLCHAIN PLANS DE DUALELEMENT FUSE RTU ROOF TOP UNIT SPECIAL PURPOSE RECEPTACLE EC EMPTY CONDUIT SW SHOW WINDOW RECEPTACLE CLG MTD OUTLET 0J JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS E/F-EF EXHAUST FAN TTB TELEPHONE TERMINAL BOARD U.O.N.) EG EQUIPMENTGROUND TTC TELEPHONE TERMINALCABINET LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. EM EMERGENCY LIGHT TYP TYPICAL MSB/MDP] MAIN SWITCHBOARD OR MAIN DISTRIBUTION EWC ELECTRIC WATER COOLER UON UNLESS OTHERWISE NOTED PANEL EWH ELECTRIC WATER HEATER VIF VERIFY IN FIELD CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. EX EXISTING DEVICE TO REMAIN VTC VIA TIME CLOCK ------ CONDUIT EXPOSED ON WALLOR FACP FIRE ALARM CONTROL PANEL WP WEATHERPROOF CEILING. GFI GROUND FAULT INTERRUPTER X EXIT LIGHT FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN IG ISOLATED GROUND LENGTH LB LOCK BREAKER A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE MTU MOUNTED 1_ J/ NUMBER OF HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. SUBSCRIPT INDICATES PANELAND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN UON INDICATED. Voltage Drop Calculations: VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED, THIS DESIGN COMPLIES WITH VOLTAGE DROP REQUIREMENTS OF FBC ENERGY 505.7.3 OF FEEDER (<2%) AND BRANCH (<3%) CIRCUITS. EXISTING Ui'ILIFY COMPANY PAD -MOUNTED TRANSFORMER . 4 EXIST. 208V/1 20V HOUSE PANEL EXIST. L T C JB OX I EXISTING TROUGH �l EXISTING SQUARE D LIGHTING CONTACTORS EXTERIOR GRADE LEVEL Electrical Riser Diagram - North Building ..fir [^! V0 J W E0 z W � 0) 4 rn Cz T- > o CCS kc) C) Lu � U ® ca W o U W L rW V O ~ l — ^, N W 0 ® O W � O s L. z O a (ll Q w cf) [%� Q m IL W c— co C� V) Cll z _u O E co co <V U t� w w A -- c" No. 79215 10cD r r' C% � A"T' IOF J J W E0 z W � 0) o rn Cz T- > o CCS � z Lu � a� ® ca W o U (Do W L rW V O ~ l — ^, N W 0 ® O W � O s L. z O a (ll Q w cf) [%� Q m IL W c— co C� V) Cll z _u O E co co <V U t� w w A -- c" No. 79215 10cD r r' C% � A"T' IOF \ z r Z O Y O FW-• O ~ � Q T \ REFERENCES UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURERS EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECS BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAILOF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY, IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED_ ALL MATERIALS USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALLCONFORM WITH THE LATEST EDITIONS (LION) OF THE LOCALCODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NEPA, NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALLAMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUALTO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEELANGLES, CHANNELS, OR BARS. PREFABRICATED STEELCHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOB-STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED, THE CONTRACTOR SHALLGUARANTEE ALL MATERIALAND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALLCOORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S APPROVALTO SUBMIT. ENGINEER'S APPROVALOF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/GENERALCONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEER/ARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. SECTION 16110 RACEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. RIGID STEEL CONDUIT a) U.L. STANDARD UL -6 b) A.N.S.I. C80-1 C) FEDERAL SPECIFICATION WW -C -581E 2. INTERMEDIATE METALLIC CONDUIT (IMC) a) U.L. STANDARD UL -1242 b) FEDERAL SPECIFICATION WW -C -581E 3. ELECTRICAL METALLIC TUBING a) U.L, STANDARD UL -797] b) A.N.S.I. C80-3 c) FEDERAL SPECIFICATION WW -C-563 4. FLEXIBLE STEELCONDUIT a) U.L. STANDARD UL -1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L. STANDARD UL -360 6. NON-METALLIC CONDUIT (PVC) a) U.L. STANDARD UL -651 b) A.N.S.I. STANDARD F512 C) N.E.M.A. STANDARD TC -2 d) FEDERAL SPECIFICATIONS GSA -FSS AND W -C -1094-A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL -870 DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. ELECTRICAL SPECIFICATIONS SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS PROJECT. RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT. 1. RIGID CONDUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMEDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEELCONDUIT. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: a) INDOOR AND TWO (2") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET SCREW TYPE FITTINGS. b) 21/2" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. C) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALLCONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL. 2. MAXIMUM LENGTH: (SIX 6) FEET. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEELCONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. NON-METALLIC RACEWAY (PVC) 1. COMPOSED OF POLYVINYLCHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS 3. MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F„ FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4" SCHEDULE 40 PVC. ALLOTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE, INSTALLAS HIGH AS POSSIBLE. BUT NOT LESS THAN 1'-0" ABOVE HUNG CEILINGS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. OUTLET, JUNCTION, AND PULL BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEELOR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 2. SWITCH AND RECEPTACLE BOX, INDOORS a) NOMINALFOUR (4") INCH SQUARE, 1-1/2" OR 2-1/8" DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED. 3. TELEPHONE OUTLET BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED. 4. LIGHTING FIXTURE BOX a) FOUR (4") INCH OCTAGON WITH 3/8" FIXTURE STUD. b) FOR SUSPENDED CEILING WORK, FOUR (4") INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. BACK-TO-BACK OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (12") INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALLTO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24") INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALLTO MAINTAIN FIRE RATING. FBC 2010 713.3.2. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-METALLIC TUBING, AND FLEXIBLE METALCONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE NEC REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND 914 FOR CONTROL WIRING. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. STRANDING 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS INSULATED SINGLE CONDUCTORS 1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION, NYLON JACKET RATED FOR 90C DRY175C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHN/THWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: a) 120/208 VOLTS CODE i) PHASE A - BLACK ii) PHASE B - RED iii) PHASE C - BLUE iv) NEUTRAL - WHITE V) GROUND -GREEN b) 277/480 VOLT CODE I) PHASE A - BROWN ii) PHASE B -ORANGE iii) PHASE C -YELLOW iv) NEUTRAL - WHITE V) GROUND - GREEN 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. CONNECTORS 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICALTAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2, ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. EXECUTION WIRE AND CABLE 1. USE 412 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PA NELTO FURTHEST OUTLET DUES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC, UNLESS SPECIFICALLY NOTED OTHERWISE. S. MC/AC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL INSTALLATION 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY a) UTILIZE ROLLER BEARING SWIVELTO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. C) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. 1) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. 1) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS, 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. C) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICEA VALUES 4. TEST DIRECT BURIALCABLES AFTER COMPLETION OF BACKFILLING, SECTION 16140 WIRING DEVICES EXECUTION SWITCHES 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT- RESISTANT PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2" AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT LOCATION WITH THE ARCHITECT. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH. RECEPTACLES 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION ON BOTTOM. ALLGENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. a) SWITCHES: LEVITON #CSB1-201 b) RECEPTACLES: LEVITON #BR20-1 C) COVER PLATES: SMOOTH PLASTIC NOTE: ALLOTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. GROUND FAULT INTERRUPTERS 1. SWAB ALL CONDUITS CLEAR OF MOISTURE 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. SECTION 16195 ELECTRICAL IDENTIFICATION PRODUCTS NAMEPLATES 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABELS 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION, 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. PANELBOARDS 1. FURNISH AND INSTALL NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS, MOUNT AT TOP OF PANEL. DISCONNECT SWITCHES 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. ELECTRIC METERS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WIT F1 EQUIPMENT DESIGNATION WHICH THE METER SERVES. SECTION 16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS. 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: a) SQUARE D b) NOT USED. c) GENERAL ELECTRIC d) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. ENCLOSURES 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS, 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. FINISH 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. SECTION 16450 GROUNDING SUBMITTALS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCTS MATERIALS 1. GROUND (CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL: C) LENGTH: 10 FEET. GENERAL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR. SEPARATELY DERIVED SYSTEMS 1, EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALLSIZE CONDUITTO ACCOMMODATE ADDITIONAL CONDUCTOR. ISOLATED GROUND RECEPTACLES 1, ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. GROUND CONDUCTORS 1, SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. SECTION 16470 PANELBOARDS GENERAL 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 2; ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE "D" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. EXECUTION INSTALLATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED. 2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON "TY -RAPS", OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. SECTION 16475 FUSES 600V AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS "L". INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 3. LABELS a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON- STANDARD FUSES WITH APPROPRIATE FUSE DATA. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK - BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. SECTION 16500 LUMINAIRES AND ACCESSORIES PRODUCTS LUMINAIRES 1. ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS. BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. 2. APPROVED MANUFACTURERS. a) GENERAL ELECTRIC b) MOTOROLA C) MAGNETEK FABRICATION 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION. MATERIALS c RELATED 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL R CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY. 2. BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. 3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAS q;.... t c . h r^. -I 00 (=) r- i a ilt t "�, `� z I 0 1 .s -,j M (A ,, r � E ii r d P_� r�j k -I--. la k ) C , (::) 6, CIA 0 0 P � It V_ (D � 0 c- T r` ` N U LL 0 E ilt t z I 0 1 .s `s E ii r a la 1p v 0 L It (D � 0 c- T r` ` N - 1. W (Dc. y oLu o U Q E- o U c 1 _ tJ E 0 -2 o z o �� rn M T v J co C) Lcc o o O U U 0_ U) w . i I I- F W Lu U) 11 r 2 R 112- F . 1 . a z co r It (D � 0 U a- W oLu U T o o u . 1 . AREA ADDRESSED IN THIS SHEET General Liahtina Notes (All Sheets 1. REMOVE AND DISPOSE OF EXISTING ROUND SURFACE MOUNT LIGHTS BELOW AWNINGS. REMOVE JUNCTION BOXES AND ASSOCIATED APPURTENANCES AS NECESSARY TO FACILITATE INSTALLATION OF NEW CANOPIES. 2. EXISTING CANOPY LIGHTING CONDUIT AND WIRING IN SOUND CONDITION NOT REMOVED DURING CANOPY DEMOLITION MAY BE REUSED. 3. REFER TO DRAWING E100 FOR FIXTURE SCHEDULE. 4. FIELD VERIFY LOCATION OF EXISTING HOUSE PANELAND CONDUIT ROUTING PRIOR TO BEGINNING WORK. COORDINATE AS NECESSARY WITH TENANT AND OWNER'S REPRESENTATIVES. Liahtina Keved Notes (All Sheets) Oj ROUTE CANOPY LIGHTING CIRCUIT THROUGH EXISTING LIGHTING CONTACTOR PANEL FOR CONTROL. PROVIDE ADDITIONAL CONTACTORS OR MULTIPLY EXISTING CONTACTORS AS NECESSARY. OPROVIDE NEW WEATHERPROOF JUNCTION BOXES FOR REINSTALLATION AND RECONNECTION OF STOREFRONT SIGNAGE. EXTEND EXISTING CIRCUITS AND PROVIDE ADDITONAL JUNCTION BOXES AS NECESSARY. COORDINATE FINAL LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. Proposed North Bldg Cano SCALE: 1/8" = V-0" Lighting Left Elevation 2 Proposed North Bldg Cano SCALE: 1/8" = V-0" Liahtina Plan P North- 80 2 ff Pressed North Bldg Canopy Lighting Elevation {1 of 4) SCALE: 1/8" = 1'-0" 4 Proposed North Bldg Canopy Lighting (1 of 4) SCALE: 1/8" = V-0" I ' e If f t g E� i Pt .... .......,. F 1 I 1 i j 1_'�,,A r. 1 f / I E W1 f I tfjl f, I I I II ( 3 1 I I I IIIip -�1. I._._. .... ... I I I >Riait#& ( I I D -r r I I i i I .u.I WEST RETAIL I a CD ALDI o o Q.) C7\, E rya ROSS APPROXIMATE LOCATION OF LL- �) a rn HOUSE PANEL SOUTH E T > a T � z Z J � i--- APPROXIMATE LOCATION OF Lu cC O r J tr HOUSE PANEL NORTH s z Q %�s Z rx n CD Q Lu a °I i NOT IN SCOPE f. .. o X WALMART I ; AREA ADDRESSED IN THIS SHEET General Liahtina Notes (All Sheets 1. REMOVE AND DISPOSE OF EXISTING ROUND SURFACE MOUNT LIGHTS BELOW AWNINGS. REMOVE JUNCTION BOXES AND ASSOCIATED APPURTENANCES AS NECESSARY TO FACILITATE INSTALLATION OF NEW CANOPIES. 2. EXISTING CANOPY LIGHTING CONDUIT AND WIRING IN SOUND CONDITION NOT REMOVED DURING CANOPY DEMOLITION MAY BE REUSED. 3. REFER TO DRAWING E100 FOR FIXTURE SCHEDULE. 4. FIELD VERIFY LOCATION OF EXISTING HOUSE PANELAND CONDUIT ROUTING PRIOR TO BEGINNING WORK. COORDINATE AS NECESSARY WITH TENANT AND OWNER'S REPRESENTATIVES. Liahtina Keved Notes (All Sheets) Oj ROUTE CANOPY LIGHTING CIRCUIT THROUGH EXISTING LIGHTING CONTACTOR PANEL FOR CONTROL. PROVIDE ADDITIONAL CONTACTORS OR MULTIPLY EXISTING CONTACTORS AS NECESSARY. OPROVIDE NEW WEATHERPROOF JUNCTION BOXES FOR REINSTALLATION AND RECONNECTION OF STOREFRONT SIGNAGE. EXTEND EXISTING CIRCUITS AND PROVIDE ADDITONAL JUNCTION BOXES AS NECESSARY. COORDINATE FINAL LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. Proposed North Bldg Cano SCALE: 1/8" = V-0" Lighting Left Elevation 2 Proposed North Bldg Cano SCALE: 1/8" = V-0" Liahtina Plan P North- 80 2 ff Pressed North Bldg Canopy Lighting Elevation {1 of 4) SCALE: 1/8" = 1'-0" 4 Proposed North Bldg Canopy Lighting (1 of 4) SCALE: 1/8" = V-0" I ' e If f t g E� i Pt .... .......,. F 1 I 1 i j 1_'�,,A r. 1 f / I E W1 f I tfjl f, I I I II ( 3 1 I I I IIIip -�1. I._._. .... ... I I I >Riait#& ( I I D -r r I I i i I .u.I -�r r+� r• I I I I I I rl II I SII I I ! !. , II I f !I I �I! Vi ' i � I IIII I IIiI JI l I i ..... ........... ...I. Ii. I F 1 I 1 i j 1_'�,,A r. 1 f / I E W1 f I tfjl f, I I I II ( 3 1 I I I IIIip -�1. I._._. .... ... I I I >Riait#& ( I I D -r r I I i i I .u.I -�r r+� r• I I I I I I rl II I SII I I ! !. , II I f !I I �I! Vi ' i � I IIII I IIiI JI l I i ..... ........... ...I. Ii. I ro r r it I rrv S II I I , I r, .......... I r I. r II I, I I f I I i i! I I I C I I II I I 1 I II I 'I I I l�lli'!I III I.,II it lil III, �I Proposed North Bldg Canopy Light 2 of 4) SCALE: 1/8" = 1`-011 (jam `A W CD CA Q.) C7\, E rya Q) LL- �) a rn T > a T � z Z J � } L W Urr O r J A OD z Q - U Q.) E 0 Q) LL- �) a rn T > a T � z Z J � } L W Urr O r J A OD z R QJ 0 — N _im 7 � O `¢ O O� z (:JL] m F - w U) O tt 0. M 0- 00 07 J 0- 0 O C� C) ,M� W O ti LLJr- L - w X V) G a 1,0 No. 7921 (D Nva. a CAPE OF Ix x, I! o NO J A wcli Q - Z F Q Lu a v o X Key Plante AREA ADDRESSED IN THIS SHEET Key Plan Legend CLEAN, RE LAMP, AND RECONNECT d� EXISTING CANOPY LIGHTING FIXTURES { € IN THIS AREA TO EXISTING LIGHTING CIRCUITS W1 ...._ w_..: _..... 3 North Bldg Canopy Lighting Front Elevation Q of 41 SCALE: 1/8" = 1'-0" 4 North Bldg Canopy Lightinq Plan (3 of 4) SCALE: 1/8" = 1'-0" Q North Bldg Canopy Lighting Front Elevation (4 of 4 SCALE: 1/8" = 1'-0" 2 2 2 •. - `( , A�... ..... ... I W1 D1 fdi� D1 ; D' i 7 j I 1 North,Bldq Canopy Li htin Plan (4 of.4) SCALE: 1/8" -11-011 LJL. . . . .. ... .. ... . .. .. .... .... .. ....... . .. ....... . . !L,_ f;. ... ,................ .......................:........................................,..................,.................................:............. _ . _ °', .. ,9`,�. y� �`t <t 'T€' � • , . ,;;; 1. , , rS i f 1 7 Proposed North Bldg Canopy Lighting Right Elevation SCALE: 1/8" = 1'-0" o o p P "^+P. North -:.7 1" O ..., ,., ., I. .. ,•...,... I North Bldq Canopy g Li htin Flan SCALE: 1/8" = 1'-0" 0 as WEST RETAIL -J a� . I Cp `r ALDI >� N o Q Qr1 - z .— o 0 _.. z co `a z FROSS 0 cz cc O O CCS o_ . W 2:5v 2 Y _ ®� �o ) o CC O C co Z a� L Lu CC w CC I- r U) 0 cr O cn z NOT IN SCOPE ..... WALMART Key Plante AREA ADDRESSED IN THIS SHEET Key Plan Legend CLEAN, RE LAMP, AND RECONNECT d� EXISTING CANOPY LIGHTING FIXTURES { € IN THIS AREA TO EXISTING LIGHTING CIRCUITS W1 ...._ w_..: _..... 3 North Bldg Canopy Lighting Front Elevation Q of 41 SCALE: 1/8" = 1'-0" 4 North Bldg Canopy Lightinq Plan (3 of 4) SCALE: 1/8" = 1'-0" Q North Bldg Canopy Lighting Front Elevation (4 of 4 SCALE: 1/8" = 1'-0" 2 2 2 •. - `( , A�... ..... ... I W1 D1 fdi� D1 ; D' i 7 j I 1 North,Bldq Canopy Li htin Plan (4 of.4) SCALE: 1/8" -11-011 LJL. . . . .. ... .. ... . .. .. .... .... .. ....... . .. ....... . . !L,_ f;. ... ,................ .......................:........................................,..................,.................................:............. _ . _ °', .. ,9`,�. y� �`t <t 'T€' � • , . ,;;; 1. , , rS i f 1 7 Proposed North Bldg Canopy Lighting Right Elevation SCALE: 1/8" = 1'-0" o o p P "^+P. North -:.7 1" O ..., ,., ., I. .. ,•...,... I North Bldq Canopy g Li htin Flan SCALE: 1/8" = 1'-0" 0 as rn -J a� C- Cp `r >� N � Q Qr1 0 0 c� o 0 O N LL_ `a z 0 m 0 F cz cc O O CCS a r Z W 2:5v 2 Y _ ®� �o ) o CC O C co Z tD r Lr q: No. _71y�921,5 •, (;� ' �n ZONAL as rn w a� C- Cp `r >� N Q Qr1 0 0 c� � O N i L1. • O `a z 0 m 0 F 0 cc G/ J cY3 co tD r Lr q: No. _71y�921,5 •, (;� ' �n ZONAL rn w C- Cp `r N 1 CD 0 � nl N r: �'� �_ tt F - w CV cc O 2 a o j o c> a� L U U) C C O �- w a?i vi fL U) N F- 4 ui i2 Z F Cp `r N 1 J 0 Lu c- nl �, r: �'� �_ tt F - w cc 2 a o o v 2 South Blgg Canopv Lighting Plan (1 of 5) 2 SCALE: 1/8" = V-0" ; ff South3 Ido SCALE: 1/8" = V-0" 4 yUULI i uiuy vai IVEY LI JI ILII Ij I iui I It- .JI . SCALE: 1/8 = V-0" �_ 5 South Bldg Canopy Lightinq Front Elevation Q of 5 SCALE: 1/8" = V-0" ►+n South Bi Cana SCALE: 1/8" = V-0" iahtina Plan (3 of m 0 �r t „, -- 4� O Z F- WEc �(� .. - r r O O V ui T V O o 0 •E U) s o rn <C7 Lu Y o � Q r UA � 3 `4. kyr% A # *dkY! o J � o a� oo z r - lyd Z Q w , � R fi � .....m. .. <, ...w V j7 c r- O I O +� k II �I „...... .::L. W . ... .� -_ :,. ., .,.:.:..y.. ...... S _. .... _.. _... ....., .... _ ._.. ..._.. _._. _. .......... ._.. _ ...... Q C ILI Ly - W D- O Z i !1 1.: ,. _.. ......... . . J........_..«_....,. ; ff South3 Ido SCALE: 1/8" = V-0" 4 yUULI i uiuy vai IVEY LI JI ILII Ij I iui I It- .JI . SCALE: 1/8 = V-0" �_ 5 South Bldg Canopy Lightinq Front Elevation Q of 5 SCALE: 1/8" = V-0" ►+n South Bi Cana SCALE: 1/8" = V-0" iahtina Plan (3 of m c _cz �rnrn VJ �J Q- 0 C) 0) I..LJ o V ) H LU F - w v� 0 LO 4� O Z F- WEc �(� uJ O —N cl CO q a O O V ui T V O o 0 •E U) s o rn <C7 Lu > o � Q r UA � N t Z-- c) - o J � o a� oo z c _cz �rnrn VJ �J Q- 0 C) 0) I..LJ o V ) H LU F - w v� 0 LO 4� O Z F- WEc �(� uJ O —N cl CO q a O O V ui T V O z •E U) <C7 Lu o Lr CL v . U) c _cz �rnrn VJ �J Q- 0 C) 0) I..LJ o V ) H LU F - w v� LO O Z F- WEc N � O N uJ O O N q a � V ui T V m N Q a� r - Z Q w 0 U (n c r- O O +� W 0 � N � Q C Ly - W D- O Z O Z F- WEc N � O N uJ O O N q a V ui T V Key Plan- Legend South BuiIding Canopy Lighting E levation (4 of 5) Or A E Oil ),I &A 2 South Bldg Canopy Lighting Plan (4 of5) SCALE: 1/8" = V-0" 3 South Building Canopy Lighting Elevation (5 of 5) SCALE: 1/8" = V-0" 4 South Bldg Canopy Liqhti_[g Plan (5 of 5) SCALE: 1/8" = V-0" :7 (D (D > (D C" ) cy) CV 1 0 0 0 LL - w 0 mi c/) ) C) w cf) c cz CL c- 0) 0 cz C) 0') 5-- 7C:3 Z3 0 cr) LLI LLJ L2 r CD 0 CD U - K (D CD co (D (D > (D C" ) cy) CV 1 0 0 0 LL - w 0 mi c/) ) C) w cf) c cz CL c- 0) 0 cz C) 0') 5-- 7C:3 Z3 0 cr) LLI LLJ L2 CD 0 CD U - o (D CD co (D (D > (D C" ) cy) CV 1 0 0 0 LL - w 0 mi c/) ) C) w cf) c cz CL c- 0) 0 cz C) 0') 5-- 7C:3 Z3 0 cr) LLI LLJ L2 C; 0 Lr oIL (a