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Home My WebLink About3706 Sanford Ave (a)Revision M City of Sanford Response to Comments ❑�,� �'' Building & Fire Prevention Division I Ph: 407.688.5150 Fax: 407.688.5152 Email: buildingQ0sanfordfl.gov Permit # 17 �ZbO Submittal Date 3 - 1-,- - 18 Project Address: *9706 S,,A ,, ScAiz� t+uc , S4wrdKb 1, PL -- Contact: STt-1R L14 C Li1W6 LCY Ph: qyi — al 3b Fax: Email: 6lave,1-e y C col l c&c.e - id a . cvv✓! Trades encompassed in revision: General description of revision: j L� Building EX iw �n,s eVtSrv✓) G10I W.11 S,6cttv►� VZOSOL/14s, d7tiuf ( r w.cre Sc t u�r Y2v slGVts w;rydLr�t; sC�edule ❑ Qev s�w-S.�4,,uL44 Plumbing �cti 1 r9eV,Sra►•ir dElectrical ❑ Mechanical ❑ Life Safety ❑ Waste Water ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention U-�uilding % �� IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 00 �o $ E �IV0 TEEN CHALLENGE DORMITORY SOUTHEAST REGION - ORLANDO w 1a O 2 .Z 4�Jp L O V Y ,O 54b1Oau O ,2 $ ,2 G vi '8- '�� SUBMISSION #7 2�R0 L E ',u t c o, � „ N N ++ VE & GC REVISIONS o 2 , 0 6 Mc �5 E:O (2018 MARCH 02) L L f0 �- �' 1a .- > M > U C -a�if6`+�vOi vi4'3U N "All L tCUl1 Z5 J L 2 oo>, C5. V _ ,r oo5-a c 1 ao L L U ABBREVIATIONS rn� M 4 'M Lo (E) EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING c N V E (N) NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD .2 '+ .a o ACT ACOUSTICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING) C E vAFF ABOVE FINISHED FLOOR FT FOOT (FEET) PROP PROPERTY E-AFG ABOVE FINISH GRADE FTG FOOTING PRTN PARTITION O O t02 ALT ALTERNATE FV FIELD VERIFY PT PRESSURE TREATED N aALUM ALUMINUM GA GAUGE PTD PAINTED jL, N OJ ANCH ANCHOR GALV GALVANIZED QT QUARRYTILE 7 N APPROX APPROXIMATE GC GENERAL CONTRACTOR R RADIUS O E ARCH ARCHITECT(ARCHITECTURAL) GL GLASS REINF REINFORCED (REINFORCING) 4- B/ (BO) BOTTOM OF GR GRADE REQ'D REQUIRED O O E BD BOARD GWB GYPSUM WALL BOARD REV REVERSE .0 N iU BLDG BUILDING GYP GYPSUM RH RIGHT HAND 'm p, O BLK BLOCK HOW HARDWARE RM ROOM c > BM BEAM HGT HEIGHT RO ROUGH OPENING N BRG BEARING HM HOLLOW METAL RTU ROOFTOP UNIT BTM BOTTOM HORIZ HORIZONTAL S SOUTH O C 5 BTWN BETWEEN HP HIGH POINT SCHED SCHEDULE pI + OVC BUR BUILT-UP ROOF ID INSIDE DIMENSION SEC SECTION O y CI CONTROL JOINT INCDSNT INCANDESCENT SF SQUARE FEET (FOOTAGE) 41 ON CL CENTER LINE INSUL INSULATION SIM SIMILAR V N CLG CEILING INT INTERIOR SL SLOPE -��, CMU CONCRETE MASONRY UNIT(S) IT JOINT SLNT SEALANT CO CLEAN-OUT KO KNOCK -OUT SPEC SPECIFICATION 49+-' +� COL COLUMN LAM LAMINATED SQ SQUARE VN J CONC CONCRETE LAV LAVATORY SS STAINLESS STEEL ! E J CONST CONSTRUCTION LB POUND STD STANDARD E0 i CONT CONTINUOUS LH LEFT-HAND STL STEEL Id - CT CERAMIC TILE LP LOW POINT STRUCT STRUCTURAL F; CrBS COLOR TO BE SELECTED MAS MASONRY SUSP SUSPENDED !� t N H DET DETAIL MATL MATERIAL SW SWrrCH O 2 f; -0 OF DRINKING FOUNTAIN MAX MAXIMUM T TREAD _ S; (00 DIA DIAMETER MECH MECHANICAL T&B TOP AND BOTTOM -0 N DIM DIMENSION MEZZ MEZZANINE T&G TONGUE AND GROOVE ON DOWN MFR'D MANUFACTURED T/ (TO) TOP OF DNS DO NOT SCALE MFR'R MANUFACTURER TEL TELEPHONE E N DR DOOR MIN MINIMUM TEMP TEMPERED J O aV DS DOWNSPOUT MISC MISCELLANEOUS THRES THRESHOLD O Q DWG DRAWING MLDG MOULDING TI TENANTIMPROVEMENT i N Q dp E EAST MO MASONRY OPENING TPD TOILET PAPER DISPENSER O V L E EA EACH MR MOISTURE RESISTANT TS TUBE STEEL L N LL EIFS EXT. INSUL AND FIN. SYSTEM MTG MOUNTING TYP TYPICAL 00 p v EJ EXPANSION JOINT MTL METAL UNFIN UNFINISHED p + ELEV ELEVATION MULL MULLION UNO UNLESS NOTED OTHERWISE p $$ EOS EDGE OF SLAB N NORTH VCT VINYL COMPOSITE TILE N N LUEQ EQUAL. NIC NOT IN CONTRACT VERT VERTICAL O EQUIP EQUIPMENT NO NUMBER VEST VESTIBULE O L 75 75 EW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING a� f0 Oa t EWC ELECTRICAL WATER COOLER NTS NOT TO SCALE W WEST L V (O EXH EXHAUST OC ON CENTER W/ WITH i O 3 t EXST EXISTING OD OUTSIDE DIMENSION W/0 WITHOUT Q N EXT EXTERIOR OH OVERHEAD WC WATER CLOSET 10 = =O FD FLOOR DRAIN OPG OPENING WD WOOD U E K FE FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER 0U E FIN FINISH PH PHYSICALLY HANDICAPPED WP WATERPROOF + V WR WATER RESISTANT f' FLUOR LUORESCENT PLAS PLASTIC LAMINATE W WM WELDED WIRE MESH o BIDDING NOTES 0 E 2w 0 L o w 1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE LACK OF SPECIFIC o axi i; INFORMATION ON HE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH HE CONSTRUCTION DETAILS BEFORE SUBMITTING o HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF HE CONTRACTOR'S UNFAMILIARITY WITH �v E HE JOB SITE CONDITIONS. O c� 2PRI R TO EXECUN CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO M a REVISE THEIR BID TO REFLECT HE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING .0-0- ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS c m c OTHER MODIFICATIONS. E ' v 3 NO DOCUMENT SET OTHER THAN HE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION, NOR ALLOWED AFTER CULMINATION OF HE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB f6 rn L v CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFI = C _ ,O L V NOTIFICATION TO THE RECIPIENT THAT THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL � N w 4S 'i ¢` � "CONSTRUCTION SET' AND SHALL NOT BE USED FOR CONSTRUCTION. n 4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO � L9 BID HE MOST EXPENSIVE OPTION TO RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA v + o ADDENDUM. .0 5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO E >>i PERFORM THE WORK AS INDICATED ON HE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE o, }; = INSTALLATION. r L 6 WHERE HE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE > -2 USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO HE RULING AND JUDGEMENT OF - O r THE ARCHITECT. '^ t; 7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING HE SUB -CONTRACTOR'S ARE BIDDING , o FROM A COMPLETE SET OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO CL L THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS. 0 8 HE GENERAL CONTRACTOR IS RESPONSIBLE FOR HE COORDINATION OF ALL WORK BY ALL c c m TRADES, INCLUDING HOSE PROVIDED AND DIRECTED BY THE OWNER. .0 U0 t Vba E CODE DATA v, E o Tw E In o ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021 W + BUILDING CODES IN EFFECT: C c M O FLORIDA BUILDING CODE, 5TH EDITION (2014) BUILDING °1 o FLORIDA BUILDING CODE, 5H EDITION (2014) EXISTING BUILDING FA 78V 0 v • FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION n E 4"-_- . a� FLORIDA BUILDING CODE, 5H EDITION (2014) FUEL GAS > ,� S. c a FLORIDA BUILDING CODE, 5H EDITION (2014) PLUMBING c N v v FLORIDA BUILDING CODE, 5H EDITION (2014) MECHANICAL FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS N > b FLORIDA BUILDING CODE, 5H EDITION (2014) ACCESSIBILITY -a 3 FLORIDA FIRE PREVENTION CODE, 5H EDITION .3 m C NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION m o 0 NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION ;1 v Ui - NFPA 101 LIFE SAFETY CODE, 2012 EDITION o : 5.g `-"ADA STANDARDS FOR ACCESSIBLE DESIGN 2010 EDITION m a o CITY OF SANFORD CODE 8 f o a WIND LOADS AS PER: o t L U N A. FLORIDA BUILDING CODE STH EDITION (2014) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH, 2 o '1 EXPOSURE B, NOMINAL DESIGN WIND SPEED OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, E t -, �5 w AND BUILDING RISK CATEGORY II. "i6aoo °D B. HE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 'c �- _ 1-1 Of N � M N O a M THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SHEET INDEX PROPERTY INFORMATION PARCEL ID #: 12-20-30-300-019B-0000 PROPERTY DESCRIPTION: SEC 12 TWP 20S RGE 30E BEG 305.77 FT W & 310.29 FT N OF SE COR RUN N 811.4 FT E TO W R/W SANFORD AVE S TO A PT E OF BEG W TO BEG & E 3 FT OF LOTS 13 5 7 & 9 & E 3 FT OF N 21.4 FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL PARK PB 30 PG 85 SYMBOL LEGEND 00 - DRAWING NUMBER EXTERIOR ELEVATION MARKER XXO-0 SHEET NUMBER DRAWING NUMBER SECTION MARKER XXO-0 SHEET NUMBER SECTION DRAWING NUMBER DETAIL MARKER XXO-0 SIM SHEET NUMBER DRAWING NUMBER ENLARGED 00 DETAIL XX0- MARKER I SIM SHEET 1 NUMBER 00 DRAWING NUMBER INTERIOR ELEVATION 00 XXO-0 00 MARKER 00 SHEET NUMBER NOTE 00-00 MARKERS WINDOW TYPE 00 MARKER DOOR TYPE 00 MARKER CENTER LINE !' GRID LINE NEW /EXISTING ELEVATION +00'-00" OI MARKER ELEVATION NAME # GYP. BD. LAYERS / SIDE FIRE RATING (hrs) PARTITION STUD SIZE 1 1 INSULATION (if used) TYPE MARKER PM00.00.0(S) CT = X- TOP PLATE STUD: M=METAL, W=WOOD CONNECTION TYPE ROOM ID M ROOM NAME..._ MARKER 000 SF 000 ROOM NUMBER INTERIOR XXX - WALL FINISH FINISH )00C - WALL BASE MARKER XXX - FLOOR FINISH FLOOR FINISH 000 MARKER CEILING XX00.03 MARKERS 00'-00" XXOO.O.S 00 -00 MATERIAL MARKERS TRUE PROJECT NORTH NORTH NORTH ARROW TITLE DRAWING 00 VIEW NAM E SCALE: 1 REVISION CLOUD GENERAL NOTES 1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. 2 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY AUTHORITIES HAVING JURISDICTION. 3 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANS INDICATE NOMINAL WIDTH UNLESS NOTED OTHERWISE ON DRAWINGS. DETAILS SHALL GOVERN OVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL DETAILS. CONTACT ARCHITECT FOR UNKNOWN DIMENSIONS. 4 Tr SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT LOCAL UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH HE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 5 HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 6 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE HE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8 CONTRACTOR SHALL ENGAGE A FLORIDA REGISTERED SPECIALTY ENGINEER TO DETERMINE METAL STUD GAUGES AND DESIGN STUD FRAMING. METAL STUD GAUGES SHALL MEET RECOMMENDATIONS AND/OR REQUIREMENTS OF THE STUD MFR'R AND ALL APPLICABLE CODES. SHOP DRAWINGS SHALL BE SUBMITTED TO HE ARCHITECT FOR REVIEW. 9 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERE SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD. ON ONE SIDE OF LIGHT GAUGE METAL FRAMING. 10 CONTRACT SHALL OBTAIN A COPY OF THE SOILS INVESTIGATION REPORT FROM THE OWNER, AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE REPORT. 11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR TO COMMENCING ANY CONSTRUCTION. 12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. 13 ALL FIRE -RATED CONSTRUCTION SHALL CONFORM TO UL TESTED STANDARDS AND/OR LOCAL REQUIREMENTS. 14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE CODES & ORDINANCES. 15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS. SUBMIT PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN ACCORDANCE WITH THEIR REQUIREMENTS. 16 DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY/CONCRETE/PRECAST, FACE OF METAL/WOOD STUD, UNO. 17 CONTRACTOR TO PROVIDE & INSTALL 2AIOBC FIRE CLASS A LIGHT (LOW) HAZARD FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL COORDINATE LOCATIONS / PLACEMENTS WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. 18 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, CHAPTER 10 AND FBC-B SECTION 803. 19 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATED WOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE. 20 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED IN ACCORDANCE WITH THE DESIGN ASSEMBLY REQUIREMENT. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, HE EXISTING GYPSUM BOARD MAY BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. 21 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE WITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 22 PER FBC-B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1) BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES; 2) BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3) INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING. 23 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH PUTTY PADS. 24 THE CONTRACTOR SHALL FURNISH AND INSTALL A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT HE BUILDING AND CANOPY ATTIC SPACES. THE SPRINKLER SYSTEM SHALL CONFORM TO ALL LOCAL, STATE, AND NFPA CODES, AND SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF ALL SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED SO AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURE OR H.V.A.C. WORK. ALL SPRINKLER HEAD HEIGHTS SHALL BE COORDINATED WITH INTENDED HEIGHT OF CEILING. VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION. REFER TO DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. THE CONNECTION FROM TAP TO RISERS INSIDE THE BUILDING MUST BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR 25 SHELVING MUST BE MOUNTED SO AS NOT TO ALLOW STORAGE WITHIN 18 INCHES OF THE FIRE SPRINKLER NOZZLE HORIZONTAL PLANE. 26 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL WATERPROOFING AND FLASHING CONDITIONS. IF THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDITION, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT OR WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION. mum Cl, I LUII,H TION CONTACT INFORMATION OWNER / TENANT Teen Challenge Southeast Region - Orlando 3706 Sanford Ave. Sanford, FL 32773 CONTACT PERSON: Jerry Nance jerry.nance@teenchallenge.cc TEEN CHALL NGE www.teenchallenge.cc t: 706-596-8731 f: 706-596-8732 ARCHITECT Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, FL 32810 SCOTT+ CONTACT PERSON: CORMIA Angel Ortiz aortiz@scottcormia.com ARCHITECTURE + INTERIORS www.scottcormia.com t: 407-838-8450 STRUCTURAL IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 Orlando FL 32835 CONTACT PERSON: Hasan Arouri; P.E. hasan@ibc-engineeringdesign.com www.ibc-engineeringdesign.com t: 407-826-1000 MECH / PLUMB / ELEC IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 CONTACT PERSON: Song Sayprasith; P.E. song@ibc-engineeringdesign.com www.ibc-engineeringdesign.com t: 407-826-1000 LIP IBC Intematioml Building Conndtants d Engineering Design Services im .IIJP IBC lntematWm1 NUIr g Consu tants d Engineering 6esign S"m inc. #T DESCRIPTION SUBMISSION 11213141516 r-FLUGDAI GOOOA FCOVER SHEET - DORM "A" MINIM I mini M201D S002D A021 LIFE SAFETY PLAN, DETAILS & LEGEND - DORM "A" G002 I ADA GUIDELINES DETAILS - MECHANICAL S003D WIND PRESSURE DIAGRAMS A023 UL ASSEMBLIES SCHEDULES - MECHANICAL - DORM "A" ¢:= AprwTTFr'n IRAI A011 SITE REFERENCE PLAN MINIM I mini M201D S002D A021 LIFE SAFETY PLAN, DETAILS & LEGEND - DORM "A" DATE M301D DETAILS - MECHANICAL S003D WIND PRESSURE DIAGRAMS A023 UL ASSEMBLIES SCHEDULES - MECHANICAL - DORM "A" I S101D STRUCTURAL FLOOR PLAN - DORMITORY BLDG "A" 0 A024 NOA'S Nis S201D STRUCTURAL ROOF PLAN - DORMITORY BLDG "A" RETURNED WITHOUT REVIEW OR COMMENT. f: 407-641-9993 A025 NOA'S CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE STRUCTURAL ELEVATIONS - DORMITORY BLDG "A"EXTERIOR CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. A101 FLOOR PLAN - DORMITORY BLDG "A" STRUCTURAL ELEVATIONS - DORMITORY BLDG "N' WHEN SHOP DRAWINGS ARE REQUIRED, NO PART OF THE STRUCTURE OR COMPONENT SHALL BE CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE Lake Mary, 32746 A111 REFLECTED CEILING PLAN - DORMITORY BLDG "A" 2 � U A121 FRAMING PLAN - DORMITORY BLDG "A" I Nis AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "A" A123 FRAMING DETAILS & PARTITION TYPES S401D FOUNDATION DETAILS A201 ROOF PLAN - DORMITORY "A" 11010 CANOPY DETAIL - DORMITORY BLDG -A A301 EXTERIOR ELEVATIONS - DORMITORY BLDG "A" S501D 5 A302 EXTERIOR ELEVATIONS - DORMITORY BLDG "A" TYPICAL WOOD DETAILS - ROOF 0 oil A401 BUILDING SECTIONS - DORMITORY BLDG "A" 0 1 A403 WALL SECTIONS 1 5 A410 LAP SIDING DETAILS 0 A501 ENLARGED FLOOR PLAN - DORM "A" 0 A503 RESTROOM ELEVATIONS - DORM 'W' A505 ACCESSIBLE SHOWER REQUIREMENTS A510 CORRUGATED METAL CLADDING DETAILS A801A DOOR & HARDWARE SCHEDULES AND NOTES - DORM "A"e A802 WINDOW SCHEDULE, DETAILS & LEGEND A803 GLAZING ELEVATIONS A901 WATERPROOFING DETAILS (ZTRI Irn IRAI S001D STRUCTURAL GENERAL NOTES MINIM SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. M201D S002D STRUCTURAL GENERAL NOTES & ABBREVS. MINIM DATE M301D DETAILS - MECHANICAL S003D WIND PRESSURE DIAGRAMS oil M401D SCHEDULES - MECHANICAL - DORM "A" I S101D STRUCTURAL FLOOR PLAN - DORMITORY BLDG "A" 0 DORMITORY BUILDING "A" - POWER PLAN I Nis S201D STRUCTURAL ROOF PLAN - DORMITORY BLDG "A" RETURNED WITHOUT REVIEW OR COMMENT. f: 407-641-9993 REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DSIGN cD CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE STRUCTURAL ELEVATIONS - DORMITORY BLDG "A"EXTERIOR CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. The Collage Companies STRUCTURAL ELEVATIONS - DORMITORY BLDG "N' WHEN SHOP DRAWINGS ARE REQUIRED, NO PART OF THE STRUCTURE OR COMPONENT SHALL BE CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE Lake Mary, 32746 qS301DEXTERIOR FRAMING SECTIONS - DORMITORY BLDG "A" 2 � U AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "A" 0 AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "A" Z S401D FOUNDATION DETAILS w S402D CANOPY DETAIL - DORMITORY BLDG -A S501D TYPICAL MASONRY DETAILS S601D TYPICAL WOOD DETAILS - ROOF mr-rwAIUTrAI M001D LEGEND, SYMBOLS, AND NOTES - MECHANICAL MINIM SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. M201D DORMITORY BUILDING "A" - MECHANICAL PLAN DORMITORY BUILDING "A" - PLUMBING PLAN S# DESCRIPTION ISSUED TO ABBREVIATED DETAILED DATE M301D DETAILS - MECHANICAL P301D I PLUMBING RISER DIAGRAMS - DORM "A" 3 BID SET 100% BID SET OWNER OWNER M401D SCHEDULES - MECHANICAL - DORM "A" I Nis 2017 OCT 24 PLUMBING P001D LEGEND, SYMBOLS, AND NOTES - PLUMBING = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. E002D P201D DORMITORY BUILDING "A" - PLUMBING PLAN S# DESCRIPTION ISSUED TO ABBREVIATED DETAILED DATE E301D RISERS, DETAILS AND PANEL SCHEDULES - DORM "A" P301D I PLUMBING RISER DIAGRAMS - DORM "A" 3 BID SET 100% BID SET OWNER OWNER EL201D DORMITORY BUILDING "A" - LIGHTING PLAN I FI F(-rRT('AI E001D LEGEND, SYMBOLS, AND NOTES - ELECTRICAL = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. E002D SPECIFICATIONS - ELECTRICAL CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO S# DESCRIPTION ISSUED TO ABBREVIATED DETAILED DATE E301D RISERS, DETAILS AND PANEL SCHEDULES - DORM "A" 2 50% DD SET 50% DD SET OWNER REVIEW OWNER 2017 JUNE 02 3 BID SET 100% BID SET OWNER OWNER EL201D DORMITORY BUILDING "A" - LIGHTING PLAN I Nis 2017 OCT 24 EP201D DORMITORY BUILDING "A" - POWER PLAN I Nis M FIRE PROTECTION :PO01D I LEGENDS, SYMBOLS, AND NOTES - PLUMBING :P201D DORMITORY "A" BUILDING - FIRE PROTECTION SHEET INDEX LEGEND THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE SUBMISSION INDEX CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO S# DESCRIPTION ISSUED TO ABBREVIATED DETAILED DATE 1 SCHEMATIC DESIGN SET 30% OWNER REVIEW OWNER 2017 APRIL 26 2 50% DD SET 50% DD SET OWNER REVIEW OWNER 2017 JUNE 02 3 BID SET 100% BID SET OWNER OWNER 2017 JUNE 30 4 100% CD PERMIT SET 100% CD PERMIT SET OWNER 2017 AUG 21 5 PERMIT COMMENTS PERMIT COMMENT RESPONSE CITY OF SANFORD 2017 OCT 24 7 VE & GC REVISIONS VE & GC REVISIONS CITY OF SANFORD 2018 MARCH 02 SHOP DRAWINGS/SUBMITTALS CIVIL THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL DESCRIPTION SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO HE ARCHITECT ELECTRONICALLY, IN PDF Tri 3 Civil Engineering Design Studio, Inc. FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE 2 CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO P.O. Box 520062 INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS". Longwood, FL 32752 BID SET aeg qV BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THE CONTACT PERSON: SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL DIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE Constance A. Owens, PE, LEED AP REQUIREMENTS, AND FABRICATION PROCESSES. cowens@tri3-eng.com www.tri3-eng.com THE DESIGN TEAM IS NOT REQUIRED TO REVIEW UNSOLICITED SHOP DRAWINGS, WHICH MAY BE t: 407-488-9456 RETURNED WITHOUT REVIEW OR COMMENT. f: 407-641-9993 REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DSIGN cD CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE CONTRACTOR CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. The Collage Companies 585 Technology Park WHEN SHOP DRAWINGS ARE REQUIRED, NO PART OF THE STRUCTURE OR COMPONENT SHALL BE CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE Lake Mary, 32746 BEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLAN AND ALLOW CONTACT PERSON: Brian Walsh bwalsh@coliage-usa.com www.coliage-usa.com t: 407-829-2257 f: 407-829-2258 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcorrnia.com ® m right 2017 AN R19W R.-Vil project ie 11111- O DESCRIPTION 1 P-4 C) 2 2017 JUNE 02 2: z 2017 JUNE 30 BID SET aeg 2017 AUG 21 100% CD PERMIT SET 5 000 Q� 20180MARCH VE & GC REVISIONS wz °J cD w° � � w M {fl 2 � U � 0 Z UJ w seal d• .'yMoND L so Q� O AR0008232 R01 a, - - - I .01 , Ralf451449M, AIA FL. REG. # R0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions 0 001 C L L AG E NOTE EBE RESPONSIBLE FOR DELA SOCAUS D BY, HFOR SHOP DRAWING CREATIN, REVIEWE CONTRACTORS FAILURE TO PLAN.ION AND APPROVAL. THE TEAM SHALL -TRJCI10 ; iNIEGRATED SERVICES drawing info THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS: PROJECT # : 16126 1. STOREFRONT SYSTEMS 2. METAL AWNINGS DRAWN BY : AO, KM 3. FIRE -RATED ACCESS PANELS CHECKED BY: RS F�� Fa >t i 4. MILLWORK F'CEU. WATERPROOFING 3/r" t sheet number E L6. EXTERIOR WINDOWS AND DOORS j ( 1igC F -OFA •rt�EA� �F� Tr.�, V . c 7. ROOF TRUSSES COVER SHEET -DORM "A.. r;` ), .. P.i" - -: L,p., C•F t�`tGN Eti Pin ?� 8. PLUMBING FIXTURES ;! !,F'•t'r!C fi Ci�;r ` ViOLATt011S OF "C4;IS J:: 9. LIGHTING FIXTUES 10. BATHROOM ACCESSORIES 11. RESTROOM ACCESSORIES PERMIT # l (op 12. FIRESTOP SYSTEMS 13. FLOORING & UNDERLAYMENT 14. INSULATION GOOOA 15. EXTERIOR SIDING REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. # DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 2017 OCT 24 PERMIT COMMENTS 7 20180MARCH VE & GC REVISIONS V U 00 3 '(L) a=i 0 0 ,c E :v o > a O'v3c +j -0 :rn 0 m o � c o- al ra va w ;c o o5T00 L 'O ,o ,N c vi � �a > Lu c 40, O L E N w o O1 �W' 5 n�00 al .r' of, O L C — •� L O Taa0E 2 _ >=aeric -0 E 0-- M •- alf6�u0i M 2 2Cn 3 -0 W c 0a�i0�o O�EtI vOi d LO J L �.0 E 0 '0.0 W >' 0 C u c 0 o c ciao L i L c co o U c�oW Y N o c C W `/ v E w cM0+ 0 0 0i �0 CL tn W E E� v W 0 r- O _ E 41 ,1O�L 000 E_, 3UW� t E �U=CJ u al v m E E L 3 E O ` �B = oE�~ � 3 rn0 0O E� J O Q i J a+ O Q i O a L O V N E +v' c fO�U = O ' i o.O + C'D M� T O SCD c •� '0 +� T o 41U'° os :E(nu— ;'O3t <'2 R�c "uEB Uuo� +v0iu+.+ uv�+�, 0 0 "nM CLL 4-1 �, o 0 2 v 0 � L Q iO �o 0r� aXi� 0'3cii9 04, aci u m (EE(�j L i O c Q O gIV O (p -•D y c v t al co w E'��0 3 OL. L N 2' —a, — •i -0 C y FL M� TM 0 2 + „ -0 19 ci cc`s ,Zc c4, L LT = t6 O c J 0 M J L L 1; e o 2+°1, o of L =Ov'' vi=cf6 O u N N 3 E 0�,t �malQ E Y AlL i L U U N�a o N cn r a`nivo$ al a 41 L n E !'= aci al 00(UV tn4 >,�n0o 0 c v 0 =Oal=MC mo�a�.3N m •� N "L c'�0=0 3 o @tj cc T 0 ami c'00 `v� u W .5 W 0 L� = m o.Q8O _ (n0 a o N U M L 3 W Oa)Wto E L tVn1 .0 - N Ol �p ap c y C G M: 1.G N N i c a� N M" O L in zi 0 8 8- 'M T (V 0 9-51 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY 9-99 1N A40I A403 191 ® III I 1 I1 11 11 1 IS -11 EAST ELEVATION - DORM BLDG "A" SCALE: 1/4" = 1'-0" 22-24 SOUTH ELEVATION - DORM BLDG "A" SCALE: 1/4" = V-0" EL 23'-8" 10-18 8-4 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. 3 7-52 1 8-4 8-4 22-24 EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. +10'-0" OL TRUSS BRNG _ +0'-0" OL LEVEL 1 ALWAYS REFER TO THE LATEST DRAWING SET LL EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 0� ELEVATION NOTES 1 EXTERIOR PAINT TO INCLUDE M1 ADDITIVE TO PREVENT MILDEW AND FUNGUS GROWTH. 2 PAINT SHALL BE SHERWIN WILLIAMS 25 YR SUPER PAINT OR APPROVED EQ. 3 ALL METAL PAINT TO BE ENAMEL BASE. 4 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION FOR APPROVAL BY ARCHITECT AND OWNER. LIGHT FIXTURE INSTALLATION TO COMPLY W/ APPLICABLE ADA GUIDELINES. 5 CONTRACTOR TO PAINT ALL EXPOSED PIPES, CONDUCTS, DISCONNECT'S & JUNCTION BOXES TO MATCH ADJACENT SURFACE. 6 CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING A NOTICE OF ACCEPTANCE FROM STATE OF FLORIDA AND SHOP DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND COUNTY PRIOR TO ORDERING AND CONSTRUCTION. 7 ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THE ARCHITECTURAL DRAWINGS. SEE CML FOR ACTUAL FLOOR HEIGHT ABOVE SEA LEVEL. CONTACT ARCHITECT OF RECORD IF HEIGHTS DIFFER. 8 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNS MUST BE PERMITTED SEPARATELY. 9 COLOR SAMPLES TO BE APPROVED BY OWNER BEFORE APPLICATION. 10 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML FOR ACTUAL FINISHED FLOOR HEIGHT. 11 DO NOT TRANSITION PAINT COLORS ON AN EXTERIOR CORNER. ALL COLOR CHANGES SHOULD BE AT INTERIOR CORNERS, UNO. CONTACT ARCHITECT IF A CONFLICT OCCURS. 12 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED ITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BE PERMITTED. 13 PAINT ALL EXPOSED EDGES OF TRIM, INCLUDING EDGES. 14 WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE MANUFACTURER, AN EQUIVALENT COLOR BY ANOTHER MANUFACTURER MAY BE SUBMITTED FOR APPROVAL. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND PERFORMANCE FROM OTHER MANUFACTURERS. KEYNOTE LEGEND # DESCRIPTION 4-4 8" CMU (SEE STRUCTURAL) 7-52 ASPHALT SHINGLE ROOFING 8-4 ALUMINUM STOREFRONT SYSTEM 2 2017 JUNE 02 9-51 ELASTOMERIC PAINT FINISH 19-22141X 10-18 6 IBR E E F PREFABRICATED CANOPY 22-24 HOSE BIB VALVE (SEE PLUMBING) +10'-0" TRUSS BRNG +0'-0" OIL LEVEL 1 SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® m17 AHRI"Ramed project seal FL. REG! # AR0008: 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 LARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number EXTERIOR ELEVATIONS - DORMITORY BLDG "A" A301 00 o E o c, .3 c C1 ;o -0 o :3-0M0) O Cl N � f0 M O D1 LE�oo 0 0, a� ocv 0 U O ,6acE tiL r° >a�ic a) 16 19 voi vi 413 r- > � c �'° EU L y O J E c M 0 0 o o > cc�Mc 0 o c t :E U L o 2 L coo,°_, U .6= a o, Q c o c ro+��m o @ E 0 _ E U -0U,+ 0 0 LUN y N L a) O E� N w�n$c O yJ O E •++ N c O 0 cE _?0 ow 3ua`"iv t U c Lj mE� EL E 0 0 t; .0 0 78:g! 0i 0 L41 0 c c C Ni -0 � N tarn O E�� _J o Qv OQ i 0 a •o , " E rooLoi cmC �0CM o o� Z 0 v 0 3 L L' r0 (n Ra Ci E e E U U o� + CA v 0 E 2 �?'� o V 41 rn `- CL O O U m E .o��o ooc8 a� U N 0-0 '� N E d 0 O -a3�3 rnW1 L c t' � O = L N �- L 'L O Q O c c E c M o L R + Y "t `0 c E (X (M 4i •L L QI > 72L L 00 M J 0 L o_� U B 0cc`ac p o 0 00 U N N ccnEa c W !a o E Cn acirn + M v •N c (0a@8o$ w�U+IL aE19 @ o O u yam, jw &=p O to c N civ t 0 N c c =� .a'c�' ,10 3 '� 3�0'c° cam -_09 - cg y8 0 a, C �2L cm5. 8 0 i O t A-2 oo° 0 0 L v M L 3 W O N N Ln E��; '0 01 �6 — 3 cN •L c N � H \ 7 \ m 'm O a. on IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET WEST ELEVATION - DORM BLDG "A" SCALE: 1/4" = V-0" NORTH ELEVATION - DORM BLDG "A" 5LALt: 1/4" = 1'-U" 8-1 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 0� ELEVATION NOTES 1 EXTERIOR PAINT TO INCLUDE M1 ADDITIVE TO PREVENT MILDEW AND FUNGUS GROWTH. 2 PAINT SHALL BE SHERWIN WILLIAMS 25 YR SUPER PAINT OR APPROVED EQ. 3 ALL METAL PAINT TO BE ENAMEL BASE. 4 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION FOR APPROVAL BY ARCHITECT AND OWNER. LIGHT FIXTURE INSTALLATION TO COMPLY W/ APPLICABLE ADA GUIDELINES. 5 CONTRACTOR TO PAINT ALL EXPOSED PIPES, CONDUCTS, DISCONNECTS & JUNCTION BOXES TO MATCH ADJACENT SURFACE. 6 CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING A NOTICE OF ACCEPTANCE FROM STATE OF FLORIDA AND SHOP DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND COUNTY PRIOR TO ORDERING AND CONSTRUCTION. 7 ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THE ARCHITECTURAL DRAWINGS. SEE CML FOR ACTUAL FLOOR HEIGHT ABOVE SEA LEVEL. CONTACT ARCHITECT OF RECORD IF HEIGHTS DIFFER. 8 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNS MUST BE PERMITTED SEPARATELY. 9 COLOR SAMPLES TO BE APPROVED BY OWNER BEFORE APPLICATION. 10 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML FOR ACTUAL FINISHED FLOOR HEIGHT. 11 DO NOT TRANSITION PAINT COLORS ON AN EXTERIOR CORNER. ALL COLOR CHANGES SHOULD BE AT INTERIOR CORNERS, UNO. CONTACT ARCHITECT IF A CONFLICT OCCURS. 12 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED ITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BE PERMITTED. 13 PAINT ALL EXPOSED EDGES OF TRIM, INCLUDING EDGES. 14 WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE MANUFACTURER, AN EQUIVALENT COLOR BY ANOTHER MANUFACTURER MAY BE SUBMITTED FOR APPROVAL. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND PERFORMANCE FROM OTHER MANUFACTURERS. KEYNOTE LEGEND # DESCRIPTION 4-4 8" CMU (SEE STRUCTURAL) 5-26 STEEL COLUMN (SEE STRUCTURAL) 7-52 ASPHALT SHINGLE ROOFING 8-1 DOOR & FRAME (SEE DOOR SCHEDULE) 8-4 ALUMINUM STOREFRONT SYSTEM 2017 AUG 21 100% CD PERMIT SET 9-51 ELASTOMERIC PAINT FINISH -99 1-1 X 6 F BE EM F P EAB TD O 22-24 HOSE BIB VALVE (SEE PLUMBING) 1 8-4 22-24 TYP. IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. +101-0.1 OIL TRUSS BRNG _ +01-011 ' " LEVEL 1 SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com Q 2017 a M" fteselvd project ie I— O DESCRIPTION 2 �o 50% DD SET 3 2017 JUNE 30 �z 4 2017 AUG 21 100% CD PERMIT SET aeg 20180MARCH VE & GC REVISIONS o LU aP% pO W Z ceJ (DLL. C7 Z � Ce W `A0 J � oz UJ M {�/f 2 U � 0 Z LU UJ seal r�P,�E OF F4`��^ y� OND L C \V ` isOT�7 i'.7 AR0008232 ," Raylhof+-Scott, AIA FL. REG. # AR0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: A0, KM CHECKED BY: RS sheet number EXTERIOR ELEVATIONS - DORMITORY BLDG "A" A302 00 3 '0) PJ �� .'' Mu$ ,c E 5:3 U In � �'o a c � .rn L f0 C O C: 08"o = o cvC FM i�ia 0 E m ■, r g a,-0 a��o iv o ami 0 O£0 o 0 8 Iu c U O N O 'L L o =M LOc E z. tj .a y i C > N C .02 0-- (1) M 4 ' a c 0(V 1.w a�ELj coil N O J a] i -r-'a E i CO R �O O N O C U c 0 0 0.!E '= = U .02 C ,p 09 U W U C O C Q .09 O -0 7 + N 28 (v.0 CL En .r- L N o E 'D Y'a,cuEi �-a0L m o $ c EA -P E tmm o a cn -0 c (n 3cUW 2 y CJ J Ecu EJ L 3 E O C i O U a=+ '~ - v c c c � c E :3 O L J o �y i J a.+ O Q w v}i a m L •� Uo L vL dr 0 >' C O H 0 .a + mo 'o M t v U 0 01 C r_ -0 y., >` O A`°oa= U — i O 3:= R C �� V O O E p VU0� + ,'n 0 v cU:5 N4� 0 0 OL L tL O V N a. f0 0= W-0 .- U C J 4/ J N U L _ -o C Q.Oi m cam= c�ac+' E w 0 o=_= N v 9 i o c � 41 c a - :3 c � c m 0 + o oaci 41 c EM ,Zcc L L A! C >�� 0 J L c o o;_,�v cA C C O u N 'o ro W a� i$ T 'E L a VO acirnc`� Ua ivo$ a� 'o u_ +� L aE5`u w tocWU70 = o m c c L _ v 3 c� �� o 3 0f6 f='i mc'-ca� -0°o �� Wc-a`v�U ai a' •> •E 19 a� a, �nU O i c0_nct'� (on +�a o V O L U O ,r, fA L N O O N in E� N4� iii WrnTow c $ E c 7 C — N m 'vf o O. M IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED BUILDING CROSS-SECTION - DORM "A" SCALE: 1/4" = V-0" 4 A403 T 3 ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 1 Q 9 A401 A403 7-527-29 6-8 _ +10'-0" OL FRUSS BRNG -26-1 TYP. SECTION NOTES 1 NEW STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2 FURNITURE PROVIDED BY TENANT & SHOWN FOR REFERENCE ONLY, UNO. KEYNOTE LEGEND # DESCRIPTION 4-4 5-26 0 6-8 ir 7 7-29 8" CMU (SEE STRUCTURAL) STEEL COLUMN (SEE STRUCTURAL) PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED 12-2 FURNITURE (SHOWN FOR REFERENCE ONL 21-3 FIRE EXTINGUISHER, CABINET 22-10 HI -LOW DRINKING FOUNTAIN (SEE PLUMB: 26-1 LIGHT FIXTURE (SEE ELECTRICAL) 4 7-52 I 11111111..'11111 — 111111111��1111 �■l.�yll>t�131 { ¢ RESTROOM & VESTIBULE SHOWERS 12-2 t _ +,„ oL IV_ LEVEL 1 ° < i- II I 1= -III I_I 1_I L� —�_J. �_I -—III III III III I J 1=1 I .—I III III—I I I—I I I—III III 11=1 11=1 I I—III 1=1 1=1 1=� -1 I_-'_ 1.11--1 1 11 1 -111 _ �- I_� II I --I=1 _.._I 1.= I—I I -_I --1 I=1 I- _III . 111 -_I 1 1 1.1 1_ 11 =111--111 11 I--111 1I - BUILDING CROSS-SECTION - DORM "A" SCALE: 1/4" = V-0" 9 5 A403 A403 BUILDING LONGITUDAL SECTION - DORM "A" SCALE: 1/4" = 1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. _ _ + ' " BO TRUSS BRNG _ +0'-0" LEVEL 1 _ _ „ OL BO TRUSS BRNG ■ SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com CaWp *2017 naRVftnes... project ie I— 2 3 3 DESCRIPTION 2 A401 A403 A401 Q A403 1 7 50% DD SET 3 29 7-52 2 C �z 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS 0D0 _ I - W z �J (D(D zUJ ce- 49o W � U' 0 LL J M a V1 < LU Z F— U Z) J I 0 Z UJ I I I I UJ H I 10-18 ' I I • I , i26-1 TYP. I \ / DORMITORY / / \ / 12-2 LOUNGE 5-261 21-3 \ / E / \106 105 I 21-3 _ _ I I I I III I III III III III III III III III III III III III III III III I I _ - __- - _. -- _ I — — _ — II _______________________ ____ I II III III III 111,1,_.111 111 111 III III III III .I III III III III III III II I III III III III III III III III III III III III III III III III III III III III III III III III I — _ _- I I II III III III III III I I I III III III _ _ - -- --III — — II II I I I III III III III III III II I I II III III III IIS III ISI III III III III III �� III III III III III II I II II I III III III III III III III III III III III III III III III III III III III III III III I I II I II — III III III—III I II III III II III III III III III III II II II II II III III III III I I _._ __ ___- -_ _.- — _-- I --_— - _ - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- 1 -- - - -- - - _ - - - - - - - - - - - - - - - - - - - - — — _ I I—I I —I I _III_III—III—III—III—III_III—III—III—III—III—III—III-111_1 I I_I I I—III—III—III—III—III—III I I I_I I I—III I I— — — I - — — - - I — I I - : : �. < � - - � I I III—III—III—III—III I I I I III III III I I— I__ — _III III I I I . _ — — — I I I III I I I_I I I__I I I I I I_I I I—III I I III III— __ I _._ ___ - I _ .___ _ __ — I — _ — — — — I— — —I — I I— — — I— — � ' '• ---- - III II �II SII III IIII II II II—___._ II I III III III III III II III III III III III II III III II I III III II III III �<- � I— I—III—III—I I - _ BUILDING LONGITUDAL SECTION - DORM "A" SCALE: 1/4" = 1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. _ _ + ' " BO TRUSS BRNG _ +0'-0" LEVEL 1 _ _ „ OL BO TRUSS BRNG ■ SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com CaWp *2017 naRVftnes... project ie I— O DESCRIPTION 2 �o 50% DD SET 3 2017 JUNE 30 �z 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS 0D0 lu aN W z �J (D(D zUJ ce- 49o W � U' 0 LL J M a V1 < LU Z F— U Z) 0 Z UJ UJ H seal O F F E 1 . r .gyp;•. .,�,t,..�. OND L �1t1` SC ` '•, QA Oj '0, AR0008232 f Raltv,1 .51,ott, AIA FL. REG. # AR0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : 1 6126 DRAWN BY: AO, KM CHECKED BY: RS sheet number BUILDING SECTIONS - DORMITORY BLDG "All A401 00 3 '� .4 5 paE V 7 0 S2 O > c 0 0 c a 0 o a f ,o 0 D 0 0+412 c v; 78 O c rn o 0 E �0 0 L 0 Cr. � +, iv -0 O L O' 0 C 0 U p L to — •i L O marOE Z,m i C >U0.- `a4vOi it O t o 3 s ��-� c w v�E�- 0 o 00>,O c U C 41 C0 = -o N N -0 fC6 C 0 IZ L t v 'a UL o fa O .- s U = o c �E&5 a)MU+ 0 0 s� c E f 4-w C 'b t 3 o a C (L) la -p O L aL o � 0 0j E of c 0 too 3Ua)a°'i S0=E :5 v 0 V J 0 (o E J E L 7 E O 00 i N C cv~ -a �3rn 0 0 •r_ E41 J 0 Q V J +J O Q oo`° O U L i� r� c=o 0+ M fro V v 05. C 'i 41 0 �0 �U- � c to i O 3 t Ra C c 1�p' E O E U o -a +6� toil o� 0 .02 o � L it 10 to o axi 041 � ��o �g0� 0� C U 0 .0-0, N C (Co C ate••' 0 to w EYO O0 40-- t N O c vtoa O C E c am8 o ZA O N O L Ip + �Bt: 0 cZ 0 0 •V t , > , •o U L a0-+ fCo J o��o dL C Y i =0�'� 4 C tnccm 0 'v su 44 Q (v E 0 W LE .2 rn la o0 � U 0 ra O aci rn 0 46 .0 —0 0 "a E 0 O v to 41 j „ & C o M C 'A U L O N C C m c > v, W 3 `v 3 0 '0 �c-cg� -0 O� O- 0 �C�� aS.g (n to y 3 a c ._ of 0 L coi M to i t 3 Cc O N 0 , .E &; �Y�tm,;600 c$c9o+- 0 Cn O C T N C N � B2.2 m'N O dM 2 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED TOP, CHORD (BY SPECIALTY ENGINEER) 6 POLY -ISO RIGID BOARD (R-30 VALUE) 5/8" GYPSUM BOARD-' A 5/8" GYPSUM BOAR " 1-5/8" METAL STUD 1 POLY -ISO RIGID , - ` " INSULATION ` a - • a� a d IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET 1' OVERHANG ASPHALT SHINGLE ROOFING APPROVED UNDERLAYMENT CAP SHINGLE - DO NOT NAIL, INSTALL W/ ASPHALT ROOF CEMENT 2" NAILER BLOCK METAIL DRIP EDGE APPROVED UNDERLAYMENT, TURN DOWN 3" MIN. CLEAT ROOF SHEATHING, SEE STRUCT. 1"x16" FIBER CEMENT FASCIA BOARD 2"x SUB -FASCIA GABLE END OVERHANG DETAIL SCALE: 11/2" = V-0" 9 2 A403 SMOOTCH FIBER CEMENT SOFFIT PANEL BOND BEAM (SEE STRUCTURAL) WALL SECTION SCALE: 1/2" = V-0" 6 A403 5/8" GYPSUM PRE-ENGINEERED TRUSSES W/ SLOP (BY SPECIALTY EN 5/8" GYP 1-5/8" 1 1" POLY -ISO RIGID I SOFFIT OVERHANG DETAIL SCALE: 11/2" = 1'-0" r BRNG BO TRUSS BR n +0' 0" EL 1 LEVEL 1 1 7-52 WALL SECTION SCALE: 1/2" = V-0" OP N SHINGLE ROOFING MEMBRANE STRIP SO RIGID BOARD (R-30 HOOD SHEATHING VOOD (SEE STRUCT.) ALUM. DRIP EDGE FLASHING UB -FASCIA i FIBER CEMENT IA BOARD +1 -RUSS BRNG UB -FASCIA CEMENT SOFFIT NT. SEALANT �e Ell FAI 3 9 A403 WALL SECTION SCALE: 1/2" = 1'-0" 0 0 7" WIDE, CONT., 3/8" THICK PLATE. SEE STRUCTURAL EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CANOPY SECTION SCALE: 1 1/2" = 1'-0" CANOPY SECTION SCALE: 1 1/2" = V-0" 3 8 A403 LEVEL WALL SECTION SCALE: 1/2" = V-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET _+ ' " (RUSS BRNG IGH BOLTS. L COL. CAP PLATE, 3/8" THICK SHOP WELDED ALL AROUND (TYP.). SEE STRUCTURAL ROOF METAL DECK SHELF. SEE STRUCTURAL 14 GA. CLOSURE PLATE. SEE STRUCTURAL COLUMN PER STRUCTURAL A( FATI WALL SECTION NOTES 1 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML FOR ACTUAL FINISHED FLOOR HEIGHT. KEYNOTE LEGEND # DESCRIPTION 3-1 CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL) 3-15 1/2" EXPANSION JOINT FILLER 4-4 8" CMU (SEE STRUCTURAL) 4-6 CMU BOND BEAM (SEE STRUCTURAL) 5-4 1-5/8" METAL STUD 5-26 STEEL COLUMN (SEE STRUCTURAL) 5-27 STEEL BEAM (SEE STRUCTURAL) 5-115 SQUARE METAL TUBE STRINGER 6-8 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED TOP CHORD (BY SPECIALTY ENGINEER) 6-92 3/4" PLYWOOD (SEE STRUCT.) J � 7-29 - 6" POLY -ISO RIGID BOARD (R--- R-3VALUE) Q w 7-55 STANDING SEAM METAL ROOF 7-69 ROOFING MEMBRANE STRIP 8-1 DOOR & FRAME (SEE DOOR SCHEDULE) 8-4 ALUMINUM STOREFRONT SYSTEM 8-8 WINDOW (SEE WINDOW SCHEDULE) 9-51 E BLASTOMERIC PAINT FINISH 9- 1X16 FI ER CE E T FAS IA WALL SECTION SCALE: 1/2" = V-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT+ CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com O W VA*t 2017 AN Rghts ReMwd 3 project I— o �o 2 �z 50% DD SET DC � ODo 4 2017 AUG 21 100% CD PERMIT SET UJ o � z" UJ J � Q w Z� U � 0 Z UJ UJ H W M seal c F+F F co MOND L SC � • i • � O%t C AR0008232 ,.le` �. RAyl>b6lfQ7 Scott, AIA FL. REG. # AR0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : 16126 1 Y DRAWN BY: AO, KM CHECKED BY: RS sheet number WALL SECTIONS A403 00 3 78 fi 41C N U ++41 � o :3 n o �1�0)00 -0c 3.W wo6 0 '_0 •L 76 O $ w Cn .$ c C . ra •- o, a, 0 L O Q $ 41 N o of; C S i7 C U O L O f0 flE M i C t N C N 19 6 C1m N C L f3L0 3 76 w 6 E U con N O J L IS -0 >n C M- O4O 0 N>' N C 0 fC0 _ �O`-0 �cn r- iv }, L =� 8 :0 i L c m 0 0 47 V 0 , 01Q C O C 10 y c0 (O O N v �QQ V W-0 3 + 0, , O tO� Y OEOu) w Vl �0' p j C O E G1 L C'L O f6 0 f6 41 c� v 0i C = 3 0 m 3 0 WA2 B1€ v2 w - O7 10 E E L3 Eoo;ri t; -0 c o `L' ��yJv 0r- t aU B Vim' O7 2 J ° 0< in 0 O �° •O L v Q% L f z = C 0 .o+ �1� rtj �M0,g 0r,� M Cxfm 0 u = 0 3� r0 = 0 0 - o 0 E a V v Op +u3iur o; v o ,g n 02 v) '- n `6 m 0 -r-(v ' —�9Y3 C N J N v m E '6 N 3 Cao � ov _ = 1(i, o�� o "tA CSL E Y O o � � �3f?,3 O t N v " o a t0 O 3 N T +J wp -8 ig o cEcyi� •L L N C �'v 0 C J t0�MJ U N L N L L a .c o cga41c r- 08((U0 u�' 32 M N i vNEQ AR 2E m :i�! o, L N 6$,' VC7 )p O -Np -UJCh US .4 N V O V U N L 'G C 0>>1 n0U o M C (A (0.7'6 0 N C f0 th N L v,00c3`� O, Ci O 3t0M.0 m =w- cg �� (� 4,OL C oiv�_7C-t2: of 000 rh i O 3 n', y M O N N Ln -E N � w to W�� 3 C — Co 0 rn ��Oii9(A� m 0 0 'v, o fl. 1n- INTERIOR SHEATHING 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. BASE BOARD FLOOR SLAB (PER STRUCTURAL) IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY LAP SIDING - GRADE CLEARANCE SCALE: 3" = 1'-0" A EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. GRADE U Z ip Ll7 U � W 0 INTERIOR SHEATHING 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. FLOOR SLAB (PER STRUCTURAL) THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. LAP SIDING - HARDSCAPE CLEARANCE SCALE: 3" = 1'-0" ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® cwrW 2017 AM NVft Re$mW project LTJ �- O DESCRIPTION 3 H p 4 2017 AUG 21 100% CD PERMIT SET V, 2018 OMARCH VE & GC REVISIONS 0D � LU a^ W z� J �O C7 7F UJ °c 41Cce W J � u, o o LLz Z � V � 0 W W • d - , __ ,- •- _ _ d d - - - _ - - d P LAP SIDING - GRADE CLEARANCE SCALE: 3" = 1'-0" A EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. GRADE U Z ip Ll7 U � W 0 INTERIOR SHEATHING 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. FLOOR SLAB (PER STRUCTURAL) THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. LAP SIDING - HARDSCAPE CLEARANCE SCALE: 3" = 1'-0" ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® cwrW 2017 AM NVft Re$mW project LTJ �- O DESCRIPTION 3 H p 4 2017 AUG 21 100% CD PERMIT SET Z 2018 OMARCH VE & GC REVISIONS 0D � LU a^ W z� J �O C7 7F UJ °c 41Cce W J � u, o o LLz Z � V � 0 W W seal ___ MOND C01 t. x' + + s + J, + +, AR0008232 • Ita ott, AIA FL. REG. AR0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 OMARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number LAP SIDING DETAILS MIA Ito! � 0 0 3 'W 4 c o $ ,= E 0 41 4 O �:rn to C V 10 IO O C O N wO 41 p Y oc�o L 0 �+3w � 1A0 c .�f6=rn ,9 0@0 a� L O �� +, 4 E Qo a`� 0 0�� c+g W 4� 0 o m c = L 0 Ta 0 0 E L = >��c @M.4 ii: W2 =3,A'' 3 U c+ >- �3 , c L VO c E v VO1 L O J N C w O O = V 00 E -0 � N t=0 ,n a L L 4, p 2 " 4.14I U N v 2 v < rac O N v 0 (nE�V + 0 0 t� aai� Y oE- w oL°oE no 'a o o $ cU) acci Ern cm0 r- 3 CA 41 $ E 40 y v v U J ai m E J L = E O VO i i c o v � v N i ' :3 9 -H (u �. 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ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 1 nia anF-F- I 1J rmK I yr I nt uvuuritiv i bt i ANN Z)nvuLu Nu I bt btNAKA i tu. ALWAYS KFl-tK I O 1 HE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® fir x0v An RVft Rmed p r o i e c t 7 L•_ .1 �o DATE DESCRIPTION 3 �o BID SET 4 2017 AUG 21 �z 7 2018 OMARCH VE & GC REVISIONS g 0oC 0 LU D aN W Z ce J (D 0 U. LL. '. Z � ao W J � oz J W M (A 2 F- U � 0 Z V' UJ LU H seal PSE OF C� M OND L AR0008232 FL. REG. # AR0008; 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 OMARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number CORRUGATED METAL CLADDING DETAILS A510 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 0 DOOR SCHEDULE - DORM "A" DOOR HARDWARE SETS GENERAL DOOR NOTES -,- £ � DOOR FRAME GLAZING FIRE QTY DESCRIPTION CATALOG NUMBER FINISH MNFR 1 DOOR FIRE RATING BASED ON FBC-B TABLE 716.5. !� 8 w E LOUVER HARDWARE 2 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO GENERATING SHOP ?71 :3 SIZE DETAILS RATING THRESHOLD COMMENTS DRAWINGS.CORMIA � # TYPE MATL TYPE MATL SIZE TYPE THICKNESS SIZE minutes SET HARDWARE SET #1 (STOREFRONT ENTRY DOOR) M @ ._ m W H T HEAD IAMB THRESHOLD 1 SET HINGE SINGLE ACTING OFFSET PIVOT HINGES 3 DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND c -a 3 .__ BRACED TO FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK m c � •L' 1 EA CLOSER 1605 SURFACE CLOSER NORTON OUT TO PARTITIONS. • " M LEVEL 1 1 THRESHOLD 4" EXTRUDED ALUMINUM MILL FINISH (FOR 4 DOORS SHALL OPERATE FREELY WITHOUT BINDING. am o � � 102 DT1.1 HM 31-0" 7'-01' 13/4" FR -2 HM 9/A801A 8/A801A 7/A801A -- -- -- -- 0 2 Yes EGRESS OFFSET PHOT AND OVERHEAD CLOSER) 5 SEE PLAN FOR DOOR SWING DIRECTIONS. o £ ,0 103 DT1.1 HM 3'-0" 7'-0" 13/4" FR -2 HM 9/A801A 8/A801A 7/A801A -- -- -- 24"x24" 0 Yes MECH ROOM 1 LOCK MS+1890 DEADLOCK / LATCH ADAMS RITE 6 DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION Scott + Cormia Architecture and Interiors, LLC fO 104 DT3.2 HM 6-0" 6'-8" 13/4" FR -1 HM 3/A801A 2/A801A 1/A801A B' x29" TEMPERED 1/4" -- No DORMITORY ENTRY COMBINATION 429 S. Keller Road, Suite 200 M" w 105 DT1.1 HM T-0" 7'-0" 1 3 4" FR -1 HM 3 A801A 2 A801A 1 A801A -- -- -- -- 0 No INTERN'S ROOM AND SHALL BE UNIFORM THROUGHOUT PROJECT, UNO. Orlando, Florida 32810 0; g / / / / 1 LATCH 4590 LATCH PADDLE DEVICE ADAMS RITE 7 DOOR FRAME THICKNESS SHALL FIT WALL THICKNESS 1° c c 106 DT1.1 HM T-0" 7'-0" 1 3 4" FR -1 HM 3 A801A 2 A801A 1 A801A -- - 0 No COUNSELOR'S ROOM t. 407-660-2766 AA26002980 o,'o, / / / / -- - -- 1 STRIKE STANDARD LATCH STRIKE AS REQUIRED ADAMS RITE CONTRACTOR TO VERIFY WALL THICKNESS IN FIELD & " � 0 No PRIVATE BATH f. 407-875-3276 � � � � 107 DT1.1 HM 3'-0" 7'-0" 1 3/4" FR -1 HM 3/A801A 2/A801A 1/A801A -- -- -- -- 1 CYLINDER (7PIN) MORTISE MATCH DOOR SCHLAGE COORDINATE WITH SUPPLIER AND ARCHITECT. o 0, W L 108 DT1.1 HM T-0" 6'-8" 1 3 4" FR -1 HM 3/A801A 2 A801A 1 A801A -- -- -- 24"x24" 0 No MECH CLOSET „ / 1 EA PUSH &PULL CP II DOOR PUSH & CO -9 PULL CLEAR ANODIZED 8 ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT www.scottcormia.com • 9 $ 109 DT1.1 HM T-0" 7'-0" 13/4" FR -1 HM 3/A801A 2 A801A 1 A801A -- -- -- -- 0 No RESTROOM & SHOWERS 0owv,042017 MRl"R wwd / J 1 EA WEATHER PROTECTION WEATHERING SYSTEM AND EPDM BLADE SE:ALAIR CONTROL NOTICE OF ACCEPTANCE. o -a ami 110 DT1.1 HM 3'-0" T-0" 13/4" FR -1 HM 3/A801A 2/A801A 1/A801A -- -- -- -- 45 No LAUNDRY ROOM SURFACE ATTACHED SWEEP STRIP 9 ALL GLAZING TO BE IMPACT GLAZING AND TEMPERED PER a o NOTICE OF ACCEPTANCE FOR WIND LOADING. o c 10 ALL STOREFRONT EXIT DOORS TO HAVE DECAL STATING: 'THIS � HARDWARE SET #2 (EXTERIOR DOOR) v o O DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" .Q o E 11/2 HINGE 4 1/2 x4 1/2 BUTT FULL MORTISE US26D HAGER M g ` = STOREFRONT DOOR SCHEDULE DORM "A„ PAIR HINGES S 661191 ALL #2.2). > fO 1 EA LOCKSET AL SERIES SINGLE ACTING LEVER W/ KEY SCHLAGE 14 ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE 2 °' INSULATED. DOORS & FRAMES TO BE A MIN M X� W SIZE LOCK HEAVY DUTY o 3 THRESHOL HARDWARE 1 EA CLOSER LCN NO. 4040 MOUNTED IN ROOM US26D A60 -GALVANNEALED, PRIMED AND PAINTED PT-_. ir 3 U # TYPE MATL COMMENTS 15 WOOD DOORS TO BE SOLID CORE BIRCH. WIDTH HEIGHT HEAD JAMB D SET 1 SET WEATHERSTRIP c a`� m 17 DOOR FRAMES TO BE PAINTED OR PRE -FINISHED, PT - •3 0 1 EA ALUMINUM RAIN DRIP 810S HAGER 18 REFER TO SHEET A801 FOR DOOR FRAME AND PANEL FINISHES. "2 LEVEL 1 1 EA ALUMINUM THRESHOLD '� o J 101 DT5.2 ALUM 6'-0" 7'-0" 6/801A 5/801A 4/801A 1 LOUNGE ENTRY 1 EA EXIT DEVICE PANIC EXIT DEVICE - 98 SERIES US28 VON DUPRIN 20 DOOR HARDWARE SET NUMBERS MAY NOT BE CONSECUTIVE; NOT ALL NUMBERS MAY BE USED. W HARDWARE SET #4 RESTROOM DOOR -FAMILY 21 CONFIRM ALL LOCKSETS AND DOOR OPERATIONS WITH TENANT o �, ( ) AND LANDLORD PRIOR TO ORDERING; PROVIDE SHOP _ r' 3 EA HINGE 5BB14.5 X 4.5 NRP US26D NES DRAWINGS FOR REVIEW. 00 .9 c 1 EA PRIVACY LOCK T301S DANE US26D FALCON 22 CONTRACTOR SHALL COORDINATE KEYING OF LOCKS WITH P r O 1 e C t C fO 1 EA SURFACE CLOSER SC71 REG OR PA 689 FALCON TENANT UPON SUBSTANTIAL COMPLETION OF SPACE. BUDGET 0 1 EA FLOOR STOP FS13 US26D NES FOR THIS FUNCTION SHALL BE INCLUDED IN INITIAL BIDS. oo ,� 3 EA SILENCER SR64 GRAY NES 23 ALL KEYED LOCKS SUPPLIED ARE KEYED DIFFERENTLY. PROVIDE u (V o 2 SETS OF KEYS FOR EACH TENANT SPACE. rn < 24 ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF o cCCUHARDWARE SET #5 (RESTROOM DOOR) EGRESS, REGARDLESS OF OTHER LOCK FUNCTIONS. ro c o°' U 3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D NES o 0 25 ALL DOOR HARDWARE TO HAVE "LEVER" TYPE HANDLES, m v 1 EA PUSH/PULL PLATE 8303-0 US28 NES c E 6 Qj COMPLIANT WITH ADA. °' :3 + 1 EA SURFACE CLOSER SC71 REG OR PA 689 FALCON O E -o V 26 ALL DOOR HARDWARE TO COMPLY WITH SECTION 7.2.1.5 OF ami a a WATERPROOF SEAL BLOCK WJ 1 EA FLOOR STOP FS13 US26D NES NFPA 101. y �' Y ._ 3 EA SILENCER SR64 GRAY NES `- ELASTOMERIC PAINT FINSIH 27 PROVIDE MANUAL FLUSH BOLTS ON INACTIVE LEAF OF ALL � 0 E '�° tr : - -. - DOUBLE DOORS. FINISH TO MATCH DOOR HARDWARE. �' Q < ° • • d HARDWARE SET #6 (OFFICE DOOR) 28 PROVIDE 'T" ASTRAGAL ON ALL DOUBLE DOORS. FINISH TO c v SEE STRUCTURAL DWGS 3 EA HINGE 5661 4.5 X 4.5 NRP US26D NES MATCH DORS. z `-L° Ivo R , FOR LINTEL 1 EA ENTRY/OFFICE LOCK T511P6 DANE US26D FALCON 29 CONTRACTOR TO COORDINATE THE ELECTRICAL AND LOW � r6 '' ° a VOLTAGE NEEDS FOR ALL EXTERIOR / SUITE DOORS FOR ACCESS:5 �, yc1 1 EA FLOOR STOP FS13 US26D NES CONTROL ELECTRIC STRIKES AND SECURITY DEVICES. 19 E 4 SEE SCHEDULES AND/OR 3 EA SILENCER SR64 GRAY NES ce o, c ° d SEE SCHEDULES AND/OR INTERIORS DWGS FOR INTERIOR 30 REINFORCE WALL AT STUDS FOR WALL STOP, AS NEEDED. ce O O W M 31 ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE vim, f6 °, INTERIORS DWGS FOR FINISHES HARDWARE SET #7 (PASSAGE DOOR) ' P o- - INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND 3 $ aW T a ,..a INTERIOR FINISHES SEE STRUCTURAL DWGS FOR 3 EA HINGE 5B614.5 X 4.5 NRP US26D NES PAINTED. Q Q 11n H E • a 7 1 EA PASSAGE SET T101S DANE US26D FALCON 32 ALL DOORS AND HARDWARE TO COMPLY WITH THE FLORIDA N }�I ° WATERPROOF SEAL BLOCK W/ 1 EA FLOOR STOP FS13 US26D NES ACCESSIBILITY CODE. O v u W _J ELASTOMERIC PAINT FINSIH 3 EA SILENCER SR64 GRAY NES 33 ADJUST ALL INTERIOR CLOSERS TO HAVE A MAX OPENING FORCE O E o � L - OF 5 LBS. � 1--� � U. o 0 34 ADJUST ALL EXTERIOR CLOSERS TO HAVE A MAX OPENING 0 � � v •� _ _ ` _ , >, ., ` • • - ,_ -- - - - GALV METAL FLASHING z Q FORCE OF 8 LBS. CONTINUOUS CLEAR SILICONE z W Q +' ;' CONTINUOUS CLEAR 35 CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN SOUND O c 5 3/4" ' fO SILICONE SEALANT SEALANT INSULATED WALLS. Ce - SEE NOTICE OF ACCEPTANCE FOR LL METAL RAIN DRIP (EXTEND STOREFRONT CONNECTION TO Z BEYOND SIDES OF DOOR AND E PAINT TO MATCH DOOR FRAME) STRUCTURE ^ Q o ;' TRANSOM GLAZING (SEE ELEVATIONS) M 1 49 o Q GROUT FILLED DOOR FRAME � W o 16 AS SCHEDULED REINFORCING CHANNEL AS PER v m _ DOOR AS SCHEDULED NOTICE OF ACCEPTANCE T �c0 .i. '10 CRE: SCHEDULE RE: SCHEDULE RE: SCHEDULE DOOR AT CMU WALL - HEAD DETAIL ALUMINUM STOREFRONT SYSTEM 0 morn z (� _>.-5 9 o oa t SCALE: 3" = 1'-0" Q STOREFRONT DOOR AS i o 3 L 7 SCHEDULED \ < 'te M 5" U •2 o o WATERPROOF SEAL BLOCK W/ GLAZING AS SCHEDULED \ ' UJ U V� � ELASTOMERIC PAINT FINSIH \ \ w \ � �'' \ \ � o GALV MTL FLASHING REFRONT AT CMU WALL - HEAD DETAIL ` o ' U' N � 0��70 cn o m CONTINUOUS CLEAR ws6 E ani SILICONE SEALANT 3" = 1'-0" \ / , \ \ J / / \ \ J V i 00 rn rp ( a DOOR AS SCHEDULED 7 \ w ,' °C \ w , w 41 WATERPROOF SEAL BLOCK W/ v v v ro„ a. ELASTOMERIC PAINT FINSIH / � U °. CONTINUOUS CLEAR SILICONE87 Lii`� RE: SCHEDULE `� 3 SEALANT sea 1 v m J E a. GROUT FILLED DOOR FRAME - .` 12 3 i;• ° REINFORCING CHANNEL AS PER W o AS SCHEDULED o a a . NOTICE OF ACCEPTANCE r , , ®� • °a2Q;. O c MASONRY ANCHORS AS PER .0,0- v `��' NOTICE OF ACCEPTANCE (SEE L ,p. p TYP HM DETAILS THIS SHEET) GLAZING AS SCHEDULED \ �' \ �' MOND L E w o L aoi REINF CMU FILL CELL 3, (SEE STRUCTURAL DWGS) ,o ni a WHERE OCCURS' RE: SCHEDULE 70, AR0008232 ' • STOREFRONT DOOR AS'� _ - DT1.1 DT3.2 DT5.2 E SCHEDULED M cg 3 SEE SCHEDULES AND/OR ALUMINUM STOREFRONT SYSTEM 2 + 4 INTERIORS NIS ESR DOOR LEGEND °tt''2 FL. REG. # AR0008232 0 c E �i '�' 2018 MARCH 02 y DOOR AT CMU WALL -JAMB DETAIL STOREF�qNT AT CMU WALL -JAMB DETAIL GWB EACH SIDE OF STUD To the best of our knowledge, belief and •� '� 5(USE MOISTURE -RESISTANT RE: SCHEDULE g , - c SCALE: 3" = 1'-0" SCALE: 3 = GWB ON RESTROOM SIDE) professional judgement, these plans and s E ro J specifications are in compliance with the L � RE: WALL TYPE SCHEDULE RE: SCHEDULE � 0 GLAZING AS SCHEDULED SEE PLAN FOR INSULATION applicable building codes. � � � LOCATIONS C: M c GROUT -FILLED DOOR FRAME F4� submissions �o 0 a AS SCHEDULED (BEYOND) DOOR AS SCHEDULED # DATE DESCRIPTION vi M STOREFRONT DOOR AS v DOOR AS SCHEDULED - 2 2017 JUNE 02 50% DD SET b-, v W 3 WEATHER SEAL SCHEDULED E %' °�_' SLOPE EXTERIOR CONCRETE = WEATHER SEAL N GALV METAL STUD FRAMING 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SEI c c AWAY FROM BUILDING AS SLOPE EXTERIOR CONCRETE AWAY -a fO °' a PER CML DWGS FROM BUILDING AS PER CIVIL 7 2018MARCHVE & GC REVISIONS °' aE, f6 -a DRAWINGS KNOCKDOWN FRAME °' E CONTINUOUS CLEAR SILICONE CONTINUOUS CLEAR SILICONE a ; a . ` a °. W/ MIN 4 ANCHORS _ - SEALANT EACH SIDE o v r° + o-.. °^ : ° d.` P SEALANT EACH SIDE w ' ' <, d _ ; ADA COMPLIANT ALUMINUM ° ° w U IU$ ° _ - <� • THRESHOLD SET IN CONTINUOUS 4 ° ; d4 a GWB EACH SIDE OF STUD o w v o, _ - ° ° _ - ADA COMPLIANT ALUMINUM (USE MOISTURE -RESISTANT INTERIOR JAMB DETAIL BED OF SEALANT W/ TAP CONS AS d w = o a a ° ° d a; ° PER NOTICE OF ACCEPTANCE ° THRESHOLD SET IN CONTINUOUS GWB ON RESTROOM SIDE) 2 II = v d" : SCALE: 3" = 1'-0" v ;v _ d d ; BED OF SEALANT W/ TAP CONS AS RE: WALL TYPE SCHEDULE L!J a Eo .v y Y -- Q<- a ° PER NOTICE OF ACCEPTANCE > ,= $• o o e = °- SEE PLAN FOR INSULATION KNOCK DOWN FRAME W/Ce d r a w i n g info c N v o INTERIOR FLOOR FINISH AS e LOCATIONS MIN 4 ANCHORS PER JAMB PROJECT # : 16126 s o w c _ a d;. SCHEDULED ° d "- a °. �T-y }�.�, _ IN FLOOR FINISH AS DRAWN BY L ") d o` - 'd a •' Jd'^,- - a °'b - a • - �, °- ' a� a - °- _ - GALV METAL STUD FRAMING AO KM 3 d - 1/2" EXPANSION JOINT W/ _ SCHEDULED ' a A < < ° " DOOR AS SCHEDULED >, o d SEALANT, BACKER ROD, AND ad < > „ 1/2 EXPANSION JOINT W/ KNOCK DOWN FRAME 3 m o m U COMPRESSIBLE FILLER CHECKED BY : RS ro w a, c c SEALANT BACKER ROD AND W MIN 3 ANCHORS c 0 O COMPRESSIBLE FILLER sheet number TRANSITION STRIP DOOR &HARDWARE SCHEDULES AND c (na g DOOR AS SCHEDULED NOTES - DORM "A" O Id voi c tf f NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR NOTE: CONSULT NOTICES OF ACCEPTANCE FOR COMPONENTS, CONNECTIONS, AND INTERIOR FLOOR FINISH -cn W.— N>a c :U o N HARDWARE SUBCONTRACTORS AND ADJUST SLAB STEP DOWN LOCATION INSTALLATION INSTRUCTIONS � o o � � � FR -1 FR -2 �o@=@`� DOOR AT CMU WALL - THRESHOLD DETAIL STOREFRONT AT CMU WALL - THRESHOLD DETAIL INTERIOR HEAD DETAIL �IT�OR THRESHOLD DETAIL FRAME LEGEND co N -,E C 2 N L 3 \ SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" " - '- " 1A W 'rn o a M SCALE: 3- 1 0 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 00 3 'W L° E U ff' IQ M ? 4, c '3 2- O .0 0 o ig 0 ,o L o °012 C�'c c IO L Q 1 N Lo i+ E a% .2 41 a� o 0 U p 0 R O_ C E i = >� ami c a�fO`+�vpi 4 3 L Im N L �c m'0 c � E0 (pa O J N L 0 •o EE l_" c � w .� O �, N C 0 30 p C -o � d. 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WINDOW SCHEDULE o DESCRIPT_I.0N ROUGH OPENING �o DETAILS 3 2017 JUNE 30 �z TYPE DESCRIPTION SILL HEIGHT FRAME TYPE GLAZING TYPE COMMENTS ROUGH ROUGH HEAD TJAMB SILL WIDTH HEIGHT W z ceJ 9 Q 11-4 0 W1 FIXED 3'-4" 2'-0" 6'-8" W2 FDCED 4'-0" 4'-0" ROUGH OPENING SEE SCHEDULE W J M 0 w W W WINDOW LEGEND SEE SCHEDULE ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. W I 1 WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH 0 UJ U EA W W En SEALANT W-1 W-2 050 GA ALUM "Z" FLASHING, CONTINUOUS UNDER ALL WINDOW SILL & VERTICAL MULLION FRAMING A IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. HEAD DETAIL SCALE: 3" = 1'-0" WINDOW NOTES 1 FIELD VERIFY ALL DIMENSIONS. 2 ALL GLAZING SHALL BE CLEAR, TEMPERED GLASS UNO. 3 FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION. °4 °d 's - d . GWB a RE: WALL TYPE SCHEDULE _ _ - SEE STRUCTURAL DRAWINGS p FOR LINTEL 1-1/2" Z CHANNEL 4 1" RIGID INSULATION SEALANT, FULL PERIMETER OF WINDOW FRAME WINDOW AS SCHEDULED JAMB DETAIL SCALE: 3" = V-0" WINDOW (PER SCHEDULE) SEALANT, FULL PERIMETER OF WINDOW FRAME .050 GA ALUM "Z" FLASHING, CONTINUOUS UNDER ALL WINDOW SILL & VERTICAL MULLION FRAMING SLOPE SILL AWAY FROM BUILDING SEALANT WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH SILL DETAIL .- SCALE: 3" = 1'-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. %-PIU U6%^F% rCR J I RU%, 1 SEALANT, FULL PERIMETER OF WINDOW FRAME 0 SC01-T + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® 2017 al Hlyft aim p r a i e c t FS4 F- o DESCRIPT_I.0N 2 �o 50% DD SET 3 2017 JUNE 30 �z 4 2017 AUG 21 100% CD PERMIT SET DC g VE & GC REVISIONS � o a^ W z ceJ 9 Q 11-4 0 LL. Z UJ a o°c W J � oz 0 M {a/1 UJ Z � U � 0 ztn UJ UJ F- s e a I ®FF - MOND L ;a', AR0008232 Raym n . ott, AIA FL. RE . # AR0008232 2018 MARCH 02 To the best of our knowledge, belief and INTERIOR SILL professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions P.T. BLOCKING GWB RE: WALL TYPE SCHEDULE 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. # DATE DESCRIPT_I.0N 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 20180MAROi VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number WINDOW SCHEDULE, DETAILS & LEGEND A802 00 aci $ E .: U, > 0 vo U U 1p ip O 41 -o 41 o c� ,o c�la� O w $ w �m� >1Ocrn oma' o �' �o E �- Y aL�o a� -2 Of "or - 0 _ •L L O i0 fl 0 E �' to L >=aeric Nf6J1 W, ii -C tri 41 3 U c 2 o v�ECJ (n iL O J a4 -J o � C ,FO O O c U C O O C O � V) U L c ao°3 8ai�� as3 01 Q c O c f0 y � 30 O U EQQ E V -0U,+ Woo �U) iJ L N OE -0 w 249 c B 41 �-ovL L 0 L 0 la O to '1 c� asci v ;E�, c 0 3u00 `Wiv a E J ai to E -i E L 7 E O O i Nt0' WHO-+ 4= .s= v M 0 i :3 O'�t'j E _, J o CL OQ L O ° L �aiL 1EO + �a,'0 O V N O c '21'0 O Bo= �_�� 3� Q 'k:! U) 0 U E n UUO� + tail U o 41 t5i o E •o a f 0'541 N @ nx 0 _O: N -8 -q c a) J a) 0�05 c0.28 cUcaiI- .0 -0 'ln cwt c lac++ E hita i 0 0 -=*o'ami 0 t N cv - m o c c m y w U -8B:� 0 cEc�/li� �cc L Lya, v .0 .� >� a fa O c J .2 la J oDayiL o f�a'n U a) 41 c o , 5Z�= � la c c f6 o8v�' W:!2U oMaiQ olnE �c v fa oai to :U Cn L fa U Y U a) 2 O N 01 c (n i Ua`U 0U ai '0 a E!c aci 0 U 'n c 0 c N V -0 t O a) O c _ Q1 to to tnv C 3 o MrId m c"- U aovo— �catn 41 2 cv,anv _O�v0_3ccn f oti= UT aci f6 0 o ai t`on -E��; ao c$ c = rn ai �cmo p1 •� N -5i 0 7 -en - IF Vl O O. G2=LEEn2YFD IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY TOP OF FLASHING ROLLED INTO PIPE APPROX 1" SOFT METAL PIPE FLASHING PLUMBING VENT STACK ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANEJUNCTURE 6" MIN. FLANGE 4" MIN. 4" MIN. SINGLE PLY ROOFING MEMBRANE MEMBRANE FLASHING COVERBOARD INSULATION THERMAL INSULATION SET FLANGE IN ROOF —' CEMENT, PRIME FLANGE BEFORE STRIPPING ROOF DECK VENT THROUGH ROOF SCALE: 1 1/2" = V-0" 3 DETAIL REMOVED &EnHL REMOVED 02EHL REMOVED IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. 9 DETAIL REMOVED 02=LKMOVED 02EEL REMOVED THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. @2aA1=D 02EEL REMOVED 1 DETAIL REMOVED EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. WATERPROOFING 1 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL WATERPROOFING AND FLASHING CONDITIONS. IF THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDITION, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT OR WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION. 2 ALL EXPOSED LUMBER SHALL HAVE WATERPROOFING. 3 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSTALL ALL WATERPROOFING MATERIALS PER MANUFACTURER'S REQUIREMENTS. 4 IF THERE IS A CONFLICT BETWEEN CONSTRUCTION DOCUMENTS AND CONSTRUCTION CONDITIONS IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT. 5 IT IS RECOMMENDED THAT THERE BE A PRE -CONSTRUCTION MEETING FOR WATERPROOFING. 6 ALL SEALANTS, MASTICS, MEMBRANES, CONCRETE, METAL, ETC. SHALL BE COMPATIBLE FOR INSTALLATION TOGETHER WITHOUT FAILURE. VERIFY WITH ALL MANUFACTURERS. 7 PROVIDE PRE -FAB FLASHING BOOT WITH RUBBER GASKET CENTER ALL DRYER VENT EXHAUST AND CONDENSATE PIPING WALL PENETRATIONS, THEN TAPE BOTTOM, SIDES, AND TOP EDGES. 8 PROVIDE KICK -OUT FLASHING AT BOTTOM OF SLOPED ROOF / WALL INTERSECTIONS TO DIVERT WATER AWAY FROM FACE OF WALL. SCOTT+ CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® aV rot 2117 AD Roft Rm—d project ie H o DESCRIPTION 3 �o BID SET 4 2017 AUG 21 �z 7 20180MARCH VE & GC REVISIONS aeg 0110, Q^ wZ �J (D 1-4 U. %. w ° � o J ^a � LU M off 2 F_ U =) 0 Z� UJ LU H seal PSE OF F� .I , MOND ��P ,;O SC , 7 =..., • 1 * A A . 70 AR00 r r 08232 r� Raymond" . Scott, AIA FL. REG. # AR0008232 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number WATERPROOFING DETAILS L O J �t c a) c C L O ++ 'i- 312 .2 E N ,SiU Inca+o IO w V w 0 v O O c 10 O IOif O Ln�QcaU cola Lo, f3 0 (n o o U 3 U c p a c 4�+,IjfO EIo co p In C o E �coL-.Io c�uE� •0 L aA C r N C � 0 CL ti aci C I'n O: `°= O rn o 41 ,- c O C aid c� ani - W o o acv yaL� alLocLc 'Wo E5-0 E ; W 0 E L ,.., �2M (UW�� 0 0 _r L L C Q -A U UmE Eov.2o 3 au -0U J c C.) c + W LM t✓ � �'0v (U cva� o v� c rN��: M� �E (' .06 pi 1° > '° ,o C" r-ao� C"' c < W .- W fO0 oa E O to U O N N +'Qc3E oinS�� *–' :!eE U �6O O O J N U O^ E In r N +L+ w L O O }' c +�OI°a�icaIa >- or- -Wo o'nL Uaa $ fC0 U C O t o WO b0 aa .Cn CA L C fO (q E E -0 U O Ia WE + 0 o+I� o ,0 }, Ia o U�aEflcn �L (u Cn 5 '� -o •a� s .fl acv oia— O �O N o O c �M Lit _`nvaci 3a — O La�+��n ti nF- 12 O ~ t C," 3 U0 ;s v E i •O U C o c o U �3ra�E E N v u a o o=-oa $ Sn LC':cr'ov i ` � L o U O N t O OL N C .a L ,.� o. •c � W Op L Q U ++ N O N fl O R O 10 w N 01� O C M 'G. 'LM @ U Inc E Q U C In U U 3 c 3 c O �aQOJB 3,00EJ� U c E m C Id U O V •2 .> of � c c-cNla U N L oIri"'a t: cca'iv`niW �•3t ac c[22 v Io (U Q 1 1 � S301 D IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY 16" SLOPED TIE BEAM - REFER TO OL -1r Orf%4 n rr%o FOOTING _�., (2)-2x8 WOOD TOP PLATES STRUCTURAL EAST ELEVATION - DORMITORY BLDG "A" 1/4"= V-0" FOOTING THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. 16" SLOPED TIE RCAKA _ DCCCD T!l T. O. WALL 10'-0" ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. TO � OII 12"' S301 D STRUCTURAL SOUTH ELEVATION - DORMITORY BLDG "All 1/4" =1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 4'x4'x1'-4" REC. FOOTING T. 0. WALL 10'-0" • BOND BEAM, T.O.S. 0 T.O. FTG. -11-411 SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 11=11 AM ROW Structural International Build" Consultants d &*eering Design Services Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project z LU w s e a I +��®tr��tt�1►►y� 11lo 53319_ - -0ir :-13 W TE OF : 4u� 0. : w. .%�'K`�<R �Q..��. trssn Hasan S. Arouri FL. LIC. # 53319 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 1 I I Z SCHEMATIC DESIGN SET 2 12" MIN. SLOPED CONCRETE TIE BEAM 50% DD SET 3 USE REINFORCEMENT SIMILAR N I 04 TO TIE BEAM SHOWN ON BID SET 4 4/S501 D 1000 CD PERMIT SET 7 2018 OMARCH VE & GC REVISIONS 4'X 4' OPENINGCANOPY (REFER TO ARCH.) - SEE SHT. S402 FOR DETAIDLS (2)-2x8 WOOD TOP PLATES, _ _ °, - (2)-2x8 WOOD TOP PLATES ''-�-meq}....�-'S..#''" f 16" SLOPED TIE BEAM i i i 16" DEEP CONT. BOND BEAM \ / 16" SLOPED TIE BEAM / \ d. - - - - .. a - -.- -•d - - -� -° a - - a d- _ - - W F 3.0 d ° 12"' S301 D STRUCTURAL SOUTH ELEVATION - DORMITORY BLDG "All 1/4" =1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 4'x4'x1'-4" REC. FOOTING T. 0. WALL 10'-0" • BOND BEAM, T.O.S. 0 T.O. FTG. -11-411 SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 11=11 AM ROW Structural International Build" Consultants d &*eering Design Services Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project z LU w s e a I +��®tr��tt�1►►y� 11lo 53319_ - -0ir :-13 W TE OF : 4u� 0. : w. .%�'K`�<R �Q..��. trssn Hasan S. Arouri FL. LIC. # 53319 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 1 2017 APR 26 SCHEMATIC DESIGN SET 2 2017 JUN 02 50% DD SET 3 2017 JUN 30 BID SET 4 2017 AUG 21 1000 CD PERMIT SET 7 2018 OMARCH VE & GC REVISIONS drawing info PROJECT # : IBC -17017 DRAWN BY: WA CHECKED BY: HSA sheet number EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG "A" S301D N L J O CD � � J C C y O a_, LA'Ol CL.O!C'L 3 �J E O o0fO��, o 2 U) c c + o m e�O N U ,c Ta U O aO.r O C -ams �•� mo2m v,O o c E U0 0 o +� W Uia i + 3 N OC O tj C C E m CEO E O N M C C L� U'E m 0 •C L .W C: � 0 a- > i @ 1=33 C mt �Z'L 3 N 0�5 rnO �+�w CECU�vI v •- cani -0� �=�00 �M�� v (r.- �' E3�� E m o 3 =3 4-1 oo12CL C lg 1 -O ` C U ate+ m m O E E O E �r O 3 U -0 V J rn C + rt� y O ori► L m (S W -0(v jou � '0M?Sa� c . 8 f6 '0 v * E 00) v = a,ao a`ni a�>� 1Ooyoc U4, L N + ' cn 3 �c s iv� o c o6C ;2, *'E c , �O 0 L O J U E o Ln r _N ate, w O v+� C ,C� C C Zmv C o � C � ;� U) �oa�c�� 0 'fl 5 U C U �0c � (UC —0 o r- W < rn v M m E '0 U 0 i + L (Q o 0 0 4-�,mo mmECL ��r�o �10 �� CL c o 4 1J ��222. c#;oma mm ,�L E a� 0 t L N m L N +�-' vmi a .0 12 -O ~ t 0 CL) m U m j N ->0- 6 >0- cICU M � 0ocaCi �3m-0E CU E(U- u; -o m o v m a Nate.+ vii L0U O L O V m N O i.' t O O OL ^' C -0 L i., Q 'L m O O O L O U a.d O N .0 In 0 4r 5 7 Q: i a� L O J C c C O C 3 L E o L C ,r O L vl C C + i0 oO U O c Mo v vOi LO c CU o�tg c o o IQ - a)�U V M .0 to+3� r.r_occ � f V) M :3 E m C O O w r o E 4=comN C"=- .0 Eco •O L ++ C 5 C (13 U a0 > c i 15 U rU:)Bt� In U V O :5Z5 O a1 O a) =E5 L 2 O C J 3ta'+N3v; c m - L - -0 o •2 N+•maNL�oc�c C�� ami E 5� E 3 0 0 Ea�LB� v m 3 a3 a� 00 M o c0NL2OL -0cO.cm +� m U U 3 W"Ou U U J Mawiv+ -�LMv -.t M _U �Mi0iv o�� m m -o E a) "o a) 2 7 m •5; ;6 o CA O- O a) E0=oC E o4 m O +' O m U 5 L N +' Z-2 3 n'mO O 2 L E O �o a3 m E+_' EU 00 AE e 2 ,o 0 oma$ c o In 3! � c �o8(ou o' -'-'n cc cOm0F= 1O -O c O v O U) of a.O.om E E�� U O `v E vi -v U o U + O #; O O NM O U aEn`� a5;cn Qct o �a (10 o o V) 0 aci (.0 In C:� In E o IV E a� >:g U U L L O m a� to c v m 10, L bd c c vm > 2a-0 E cacoaci E a�-0aJm0 E (1) U oz 041 � ion �NEa� v, � LC c v O U c OU m t U c CL -0 O (U " O ^1 C L 4-j 0. 'i to OO L O U ++ (u O t vt Qo o � c:.0 m ro- 5.m m o s -8 _ 4.2 No=38 U U a' "n'15. 0. pC1 V) U O 3 n - 3 c NLao�� o o _ v �U—� C m U .2 V O ,z �, c NB cn!5dp 2'aaItc—cmNo U Eu-(1) IV E � L �6'A- =�W�a 3 s a c�i c, IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 1/8" GAP AT PANEL EDGES PLYWOOD 4'x8' SHEATHING PANELS (MAX. 24" SPAN) SEE PLAN GALV. NAILS AT 12" O.C. - FIELD MIN. (INTERMEDIATE SUPPORTS) UNLESS A STRICTER SPACING IS INDICATED ON PLANS AND DETAILS PROVIDE SHEAR BLOCKS BETWEEN TRUSSES. FASTEN SHEATHING TO BLOCKS W/1Od GALV. NAILS @ 6" O.C. MIN. (TYP.) UNLESS A STRICTER SPACING IS INDICATED ON PLANS AND DETAILS CONNECT TO TRUSSES W/ SIMPSON A34 @ EACH END & CONNECT TO TOP OF CONC. TIE BEAM PER (TRUSS BLOCKING DETAIL) BOND BEAM OR TIE BEAM (SEE PLAN & DETAILS) ROOF NAILING PLAN W/ BLOCKING S601 D 318" =1'-0" SIMPSON'S GALV. HURRICAN STRAP ANCHORS @ EA. SIDE (TYP.) COUNTER SUNK 3/4" HILTI'S HIT HY200 EPDXY ADHESIVE ANCHOR W/ 6" EMBEDMENT @ 32" O.C.(TYP.) (2)-2x4 BLOCK (TYP.) (2)-2x8 TOP PLATES W/ BOT. MOST 2x8 PRESSURE TREATED (TYP.) 7 COUNTER SUNK 3/4" HILTI'S HIT HY200 EPDXY ADHESIVE ANCHOR W/ 6" EMBEDMENT @ 32" O.C.(TYP.) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAXIMUM NOT BY IBC 3/4" THICK EXTERIOR GRADE, P.T. PLYWOOD ROOF SHEATHING (SEE GENERAL NOTES, TYP.) 2x4 HORIZ. BLOCKING 2x4 LOOKOUT @ (SEE ROOF FRAMING 24" O.C. (TYP.) PLAN, TYP.) PRE-ENGINEERED WOOD SCISSOR TRUSSES CROSS BRACING(SEE ROOF FRAMING PLAN ° AND DETAIL 4/S601 D, a a TYP.) GALV. SIMPSON'S JOIST HANGER (TYP.) CONT. 2x4 HORIZ. M � BRIDGING (SEE ROOF (2)-2x4 LEDGER W/ FRAMING PLAN, TYP.) P.T. 2x4 IN CONTACT W/ CMU WALL (TYP.) 3 TYP. END WALL SECTION S601 D 314" =1'-0" ROOF SHEATHING - SEE PLAN FOR TRUSS CONNECTORS - SEE PLAN PRE-ENGINEERED WOOD ROOF SCISSOR TRUSSES NOT BY IBC AT 24" O.C. MAXIMUM REFER TO ARCH. FINISHES, FLASHING, WATERPROOFING, AND ROOFING NOT BY IBC 2x8 TOP PLATE 16" DEEP CONT. BB - SEE SHT. S501 D FOR DETAILS 8" THICK CMU WALL 4 SECTION AT TRUSS END S601 D 314" =1'-0" THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. BOTTOM CHORD LATERAL BRACING NOT BY IBC 1 O GALV. NAILS AT 6" O.C. AT PANEL EDGES AND 6" O.C. @ DIAPHRAGM BOUNDARIES & GABLE ENDS MIN. UNLESS A STRICTER SPACING IS INDICATED ON PLANS AND DETAILS z Iv- DA7E oo o 0 0 0 0 E. 0 1 0 o_lo °o 0 ° (5)-16d o 0 o o o o 0 o o o o 0 o 0 o o 0 3 5 NOTE: MINIMUM LATERAL RACING REQUIREMENTS SHALL BE PER HIB -91. TRUSS ENGINEER SHALL VERIFY THAT MINIMUM BRACING IS SUFFICIENT AND ADD ADDITIONAL BRACING AS REQUIRED. ROOF SHEATHING - SE ROOF SHEATHING, SEE PLAN EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. O O SHEAR BLOCK (2)-3/4"0 HILTI KWIK BOLTS nrrwirrw� �wir.�r� Tr�� nnrn r�r�r rw��u�rrr�rr� ^n^r n�innn^ ELEVATION VIEW 2 TRUSS BLOCKING S601D) 3/4" =1'-0" SIMPSON A21 (TYP.) PROVIDE AT OPPOSITE SIDE OF BRACE CONNECTION ROOF SHEATHING SEE PLAN (5)-10d BRACE TO TRUSS (TYP.) PRE-ENGINEERED ROOF TRUSSES NOT BY IBC AT 24" O.C. MAXIMUM TRUSS HEIGHT NOT TO SCALE i LATERAL BRACING NOT BY IBC - SEE NOTE BELOW (3)-16d TO LATERAL BRACING (TYP.) DETAIL 2x4 BLOCKING TOP AND BOTTOM (TYP.) ^HORD (2) - 2x8 WOOD TOP PLATES — SECTION 2x8 WOOD SHEAR BLOCK (TYP.) 2x8 WOOD TOP PLATE IMPSON A34 EACH END ODS PER EQUIP MFR. 6 MISC. FRAMING FOR EQUIP. S601 D 314" =1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET - ROOF SHEATHING - SEE PLAN FOR TRUSS CONNECTORS - SEE PLAN 2x8 WOOD SHEAR BLOCK TOE NAIL USING 10d GALV. NAILS @ 6" O.C. EA. SIDE _STAGERED (TYP.) (2)-3/4" HILTI KWIK BOLTS BETWEEN WOOD TRUSSES BOND BEAM OR TIE BEAM - SEE PLAN CMU WALL - FOR REINFORCEMENT SEE PLAN AT LEDGERS < 2x8 NOMINAL PROVIDE ONE BOLT IN -LIEU OF 4D X TWO PER STAGGERED ROW. if 0 S SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ®aWrxft 2017 AN Rights Structural Interoatb al IBvilding consultants d Engineering Deslgn Services In L 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project O F_0 2:z ce g O UJ O ' �aN aZCeUJ 0 LL M LL Z J��1. o Q = Z V o Z W W s e- a N NA E NS o 53319 V • fiE OF i 11111141% %�� Hasan S. Arouri FL. LIC. # 53319 2018 MARCH 02 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DA7E DESCRIPTION 1 2017 APR 26 SCHEMATIC DESIGN SET 2 2017 JUN 02 50% DD SET 3 2017 JUN 30 BID SET 4 2017 AUG 21 100% CD PERMIT SEr 7 2018 OMARCH VE & GC REVISIONS D: REPRESENTS BOLT DIAMETER INDICATED ON PLANS AND SECTIONS drawing i n f o W: INDICATES NOMINAL SIZE OF LEDGER INDICATED ON PLANS AND SECTIONS PROJECT # : IBC -17017 S: SPACING BETWEEN BOLT ROWS AS INDICATED ON PLANS AND SECTIONS DRAWN BY: WA X: INDICATES SPACING BETWEEN BOLTS IN A ROW AS INDICATED ON PLANS AND SECTIONS CHECKED BY: HSA sheet number LEDGER BOLT LAYOUT DETAIL TYPICAL WOOD DETAILS 7 S601 D 314" =1'-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. S601D 3 m ou�g2 n'QON L C M CL .0 M a� 2 0�C) 8 �n -i c o `Zu �� N2 Il 10 C1 N � N W�Pj f6 o E E c vi o v In O O O L 41 ►� (n ' a O rL n Q ' 7 fA i Cones o o in - 2 L E b a I L o 41-1 E° y� Q-+ i 0 >a�+!' >-3caci O E 000 �O v•� .Gf6Zo O 0 4-1 fo v N 0i N E0P 0 CL N N j M 0 O J 7 -0� -.� cv o vas, 0 u O c =v+8a>i EN-� 4J L E 7 J _O O V, J +Q+ V �2 i Ul -6 Q C7 t Q N 12 ��Ufo Q p) :1-, 3 V 8 U s t L o U M U-= + 2 E u, I;O�USi O w + c a-� 0t', o m 2MA2 y f0 t�a�ov Q 16 c Tii 171 fA 0 c- 22 O � .G Vir ' L oCrn E 2 '- 82�- coo M '' �.2 M a� a EoE i i �r f0 'U Q o = V w ��- i Q V N fu ' 'v W �+ U) � L .Q C •0 ci a� O c .0 5 -00 w OM N u'> O c > O O .<s �a CL 0` -0 ML0 o E 2Oa Q.. '(n41 U c m �i o.rj - 49 C r0 3 -8 7 Q >+�+ O U) �c E E �� c E,6Q�fo 02� igaci$.O Q�• �L 8.,-0 f0 'P v210J W J L i! t O j 0 d�'6 O N > +-' a+ mm m c3 cc E O ,_ E B CM Q r C E 2 '(0v<`'2 �o s M o >'E c c 8 M m m oa + v .� 2 cot n. -t; w N t O N " 41 U EOLp =a 7 `l 2 i6 Ch W 41 E , 8 � �a u i IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY ' 1AIC_ • • TYPE; NCIOD RATING: 35 VOLTS L -N. 120 VOLTS 0 PHASE3 K AMPS v 1.Co 8.10 - •-' _i _ REOUIRED MCEI� NIA AMPS i .i .iAMPSMOUNTING: S,E RATED: YES GFI PRO SHUNTRIP� 0.E0 0.00 PANEL NAME: LAA LOCATION: MEC�H RM NEMA TYPE. 1 i 2000 DEPTH: 114' 0.00 0.00 1.c0 i 83-92 1.00 • d,40 i' ' DAO D.00 1.c0 0.00 0.00 1.CO 0.00 MMIC IN ABOVE TOTALS WIRE NEUT WIRE GND OF SIZE DIST.* DROP NOTES SOLIRCE LOAD YIN Y/N - RESTROOM LIGHTING ® PHASE ®� RUNS FT VDYo UTLITY LAA 208 3 Y • Y N 25C 200 i i iii®Qil' 1. 1-► DORMITORY RECEPTACLESWASHER :' ,. _ . '® DORMITORY RECEPTACLES - DORMITORY - - i ®_ REC i LOLME RECEPTACLES ME SPARE "i i f 1 - PROTECTOR i1 ME NO= INM - is ��-�� `` � '. •i !i ��-®��®��_ LIGHTING (L) RECEPTACLES IST 10 ICtA(R) RECEPTACLES OVER 10KVA(R) HVAC EOUFPMENT (H) APPLIANCES (A) EQUIPMENT (E) LARGES- MOTOR (M) Ore4ER (0) SPARE (S) LINKED PANEL (P) (ICVA) 2.00 FACTOR AD I C Ai 1.25 2.50 8.10 1.Co 8.10 0,00 0.E0 0.00 0 00 1.0 0.00 0.00 1.c0 0.00 83-92 1.00 83.92 d,40 1.25 DAO D.00 1.c0 0.00 0.00 1.CO 0.00 MMIC IN ABOVE TOTALS TOTAL CONNECTED KVA.: 94.02 TaTAL CONNECTED AMPS/PR 261 TOTAL DEMAND KVA.: 94.52 TOTAL DEMAND AMPS/PK 263 NOTES: ,o 7 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET e EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. PANEL FEEDER SCHEDULE: "LOAD AMPS AND DISTANCE SHOWN FOR VD CALCULATION ONLY. SEE PANEL SCHEDULE FOR ACTUAL LOAD. ACTUAL DISTANCE MAY VARY DEPENDENT ON ROUTING. FEEDER VOLTS PH NEUT i'i' 1EQUIPMENT • i i i i '• ;ESCRIPTIONmom MAIN LOAD old. �� -MO ADDITIONAL O.STRIPStiPERSIZE HEAT -]cams= NEUT ADD GND ISO # W"�_E� VOLT DESCRIPTION NEUT JAPPROX VOLTTOR i i'i' NOTES FT VD% SIZE AMPS" SIZE FUSE NEMA PER WIRE NEUT WIRE GND OF SIZE DIST.* DROP NOTES SOLIRCE LOAD YIN Y/N Y/N Y/N PHASE RUNS FT VDYo UTLITY LAA 208 3 Y N Y N 25C 200 42 1. ° ,. _ . � ME ME NO= INM - is ��-�� `` � '. •i !i ��-®��®��_ PANEL FEEDER SCHEDULE: "LOAD AMPS AND DISTANCE SHOWN FOR VD CALCULATION ONLY. SEE PANEL SCHEDULE FOR ACTUAL LOAD. ACTUAL DISTANCE MAY VARY DEPENDENT ON ROUTING. FEEDER VOLTS PH NEUT 200% GRND ISO MAIN LOAD )ISCONNECI �� "r� f _II WIRE NEUT ADD GND ISO # CONDUIT APPROX VOLT DESCRIPTION NEUT GND SIZE AMPS" SIZE FUSE NEMA PER WIRE NEUT WIRE GND OF SIZE DIST.* DROP NOTES SOLIRCE LOAD YIN Y/N Y/N Y/N PHASE RUNS FT VDYo UTLITY LAA 208 3 Y N Y N 25C 200 42 1. ° ,. _ . � ®©�©��®��® DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET S.�! '+Gamma® 500/b DD SET �� "r� f _II ( ' - 4 2017 AUG 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 2018 MARCH 02 VE & GC REVISIONS ♦ . NOTE: REFER TO NEC 250-52. 3UILDING STEEL VIETAL WATER VIAIN .OUND RING NOTE CWNECT ALL EWERMCY BALLAST, EWERGMCY BATTERY UNITS AND EXISTS AHEAD OF ALL SWITCHING M LOAD UGH71MG CIRCUIT. GROUND ROD GROUNDING ELECTRODE 1 E3.0 FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM IS DESIRED PROVIDE FEEDERS AS FOLLOWS: 250A SERVICE - (4)#350, (1)#2G 300A SERVICE - (4)#500, (1)#2G a EXISTING PLAN KEY NOTES: 300KVA UTILITY TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER. 2. PROVIDE NEW 225A MLO PANEL 3. CONTRACTOR TO COORDINATE WITH OWNER AND U11UTY 3 COMPANY FOR EXACT LOCATION OF METER AND ALL M OTHER REQUIREMENTS. PNL LAA 225 MLO ELECTRICAL RISERS, DETAILS &PANEL SCHEDULE. IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT+ CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com 0 mpyiight 2017 M fights Desaved 4blill IBC WwnW"&4ftQn=ftft& &n0w4v W*n &er*n Mc 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D. 407-826-1000 C.407-312-9585 project 0 0 W z U 41� z °� W M L1J > � Q N _! z oC M OU. a�U. = W ZO 0O U toLL. ~ Z OZ Q M� W Lu W= D �0 V l seal fif y' `k9 `L`'FAgSi;'gy Songlith Sayprasith FL. LIC. # 66412 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET 2 2017 JUNE 02 500/b DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 2018 MARCH 02 VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: PG CHECKED BY: SS sheet number ELECTRICAL RISERS, DETAILS & PANEL SCHEDULE E301D 3 $ a� c L M O N 'S In nr�a L nE v41 �� d cv om J m+�c0 0 •= v ;v a� L W R � � cic LLoEO c t!-0 t mE alit a=t2 a� GHQ +L+cE o E E8 C N U + o •v1✓ ,n afj'a C o -2 S- Yi 19 0 ct= -0 rn MND (n WCL r-Cx o o L c {; a L M a O Ou O.M `° L O 1a16v� > c �3 c aci 2 0 o E o(vEu �E y V Lv� 30 �m�o 6 On� E O N c L o iU M a) _ v= c C) C :9:2 + O J = O++JZ _-0 O Or- U 2 @ E J M� OW i E = J O 0 J Ul i O C M M 10 - d.c E'O ;Uro ++ +N+ + W0 v Q dun L t0 0 V++ i' +' E .0 W ¢ 0 Oc •- Ip U M cc + L L y :t; O M 1nrnai+c c O U v N q0 10 a) p v vi N C o u C — o f s v tf L = p y O V o E r `J Cnc E c a) -04-- M (V 2 r- M a)-0`-- lu(V2cm N 0 72 Ol rM N 0 LO tp N o r0 *rh = c 41 :3 in E.L2�E m n o. mcvr- or-) w v o uJ c y 3� 0 m$Nvm cva�4'En �ip1'a c W to A = 0 0 co ,a y f6�v L d a� w ;Uo0r- �L Y c o•'3 0 M 4 -- Ca. 0 1Lo E i -o r _ U C N M Cr Nc o t= 0 'n o c E aci�'v,rnro Ec-o�c ,aoM a ot-0 0 n vaci$�= W = � M,t L W a5i�;a W U C C J L M J Q L Oa+ t=y 0 O Nat+ X 4 2 ��-aM- tC63� m m Ui L M I r- =ff Y � C � Ino}? M = c 3 m E E L }; O L aoi'�a oa (In -00 =M0cE }' , Q c L o � c U + c0C o CL O. V W L 41 E 0 .c o +; c-o L �i a�Li M v o, aJo, c cacc= c - m E 3�-8�v;) lr 1171.7 317LL1 LPWL3 MOM 1•ILM3wmL 1W LT A 7W, 11 17M3 OLLI\ LI\LMRVLV WR RLLAL"-LL7. MV-*WZP■ J%J LL M LA.lRV111k3L1 . 11713 317LL1 13 rMR1 Wr 1 /1L UVIt.HI.1 CI\1 3L1 MI\L7 ZMP6MLV I1%/1 OL 3LfM1vM1 LL7. MLVVM/ 3 RLrLR 1W I17L LM1 L31 VRMVVII\l7 3L1 . LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL # LAMPS TYPE VOLTS MOUNTING COORDINATE EXACT PLACEMENT OF ALL DEVICES, 3 WATTS d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY 2017 AUG 21 UNITS AND EXITS AHEAD OF ALL SWITCHING TO LOCAL 5 LOW PROFILE BATTERY BACKUP I e. ALL MOTION SENSOR DEVICES SHALL BE CONNECTED AHEAD I I OF ALL LOCAL SWITCHES. I f. BP EMERGENCY LIGHTING UNIT. (2) SAW 15 2 - 120V UNIVERSAL g. KRYPTON LAMPS. SKYLINE LIGHTING XTR h. ALL EXIT SIGNS ARE TYPE 'X1" UNLESS NOTED OTHERWISE. OWNER/ENGINEER APPROVED EQUAL RECESSED LED DOWNLIGHT. 1000 LUMEN OUTPUT. 6" DIAMETER HOUSING. 120V DA HOUSING: CREE LIGHTING RC6-12W-CU24 12 - LED 120V RECESSED TRIM: LT6WH-DR LAMP: LR6C-DR1000 O I E APR E COST LESS LIGHTING 01 EXTERIOR WALL PACK 30 - LED 120V WALL 06-LEDWPA25W COST LESS LIGHTING P1 HIGH BAY LED 100 - LED 120V PENDANT 07-LEDHBRSN200 E N E HOUSING. PUSH TO TEST BUTTON. X1 GREEN LETTERS. 15 - LED 120V UNIVERSAL SKYLINE LIGHTING: SLX U 1 G W OWNER/ENGINEER APPROVED EQUAL fim 1. ALL FDXTURES 120 VOLT UPNESS U06tMIISE NOTED. 2. FUfTIM WITH ELECTRONIC BAL RAST SHALL HAVE 10% HAINONIC DWORIION. 3. FINAL FDM EXTENDED L'%-" IJWI11 r%M%-1%7T', 317MLL VWVlRL7111M1 r- 117LIR VVWRI% VV11 /7 MLL W117LR 1 RMVL3. GENERAL NOTES: a. REFER TO SYMBOL LEGEND NOTES ON SHEET E001. b. REFER TO BOOK SPECIFICATIONS. C. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO 2017 JUNE 02 COORDINATE EXACT PLACEMENT OF ALL DEVICES, 3 EQUIPMENT, FIXTURES, SWITCHES, AND OUTLETS. d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY 2017 AUG 21 UNITS AND EXITS AHEAD OF ALL SWITCHING TO LOCAL 5 LIGHTING CIRCUIT. I e. ALL MOTION SENSOR DEVICES SHALL BE CONNECTED AHEAD I I OF ALL LOCAL SWITCHES. I f. MOTION SENSOR LOCATIONS ARE SHOWN FOR GENERAL I INFORMATION. LOCATE IN ACCORDANCE WITH I MANUFACTURERS INSTRUCTIONS. LOCATE MOTION SENSORS A 7A MINIMUM OF 4' AWAY FROM ANY A/C DIFFUSER. g. INSTALL EMERGENCY FIXTURES 9'-6" AFF. h. ALL EXIT SIGNS ARE TYPE 'X1" UNLESS NOTED OTHERWISE. L ALL EMERGENCY WALL PACKS ARE TYPE "BP" UNLESS NOTED OTHERWISE DORMITORYA BUILDING - LIGHTING PLAN SCALE: 3/16" = 1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET ILAN KEY NOTES: ALL EXTERIOR LIGHTS SHALL BE CONTROLLED VIA ROOF MOUNTED PHOTOCELL. CONTRACTOR SHALL COORDINATE WITH OWNER/ARCHITECT FOR EXACT LOCATION.000RDINATE ALL LOCATIONS AND QUAN1111ES OF FIXTURE WITH ARCHITECT. . . ... ... CD KEY PLM EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT+ CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com 0 DP09ft 2017 M X" Rene ed �4111J ,aw IBC �IiYf[IitlDEll!!1 It{!T Con�lria�s d Engin�irl� iie>�ign Seruices Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D. 407-826-1000 C. 407-312-9585 project O 0 W z 0:5 z °e UJ M W >^ � Q N z M O� Q ~ LL = Wz OC Ice 0D O U %0 LL OZ Z Q MU) W w W = D rO V ) seal S�®®011illiddl!®/ A. S,1 c �T c; So 'Oith Sayprasn FL. LIC. # 66412 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. submissions # DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 2018 MARCH 02 VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: PG CHECKED BY: SS sheet number DORMITORY BUILDING - LIGHTING PLAN PROJECT NORTH EL201DN