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Home My WebLink About3706 Sanford AveO O 3 m40, E 0 -0 U t0 fp O Cl. o-0�V '�� L o o IM o 10 c'v1aigM I Of 8(Val r rn-0 b �E0 C .2 lv V O @ Too -,OE i C m C: N of E "TO 0w OyEEmsj L {On N O J L 41 i C M '10 .2 0 0 E0.1 NM 0 C a B a = 8 L LL O,a 09 8N"OU a i rnQ co c 'nM m c 78 6 � O (U E + o t� aai� -o E� TM µ 'n C OaJ O E .,Wca� R '0 L m o E t6 }�Em"c E CM 0 r- 38a`"i a v V Wc0EJ E-7 E O i -0 o i t+J y C M a� o 2 c ,av = c -0 QJ fu 3' Ch E o .L N B o J�0 o L .O u C C O -0 + M 0 0 y, O M vL O C1 +-+ >` O E (Cn v U 0 3 U E L�1 O CJvEo� + VV) U cYi o n Xv 4-1 0 0 -2 0 2 Y 41 i i a M o f3 3 c C al J a) v 1 E L a .o F, - '0 C U C (V 0-0— 0 Ccvt c roc+� W m w E 0 0 3 i :3 c O = t N ao +(A �r-_�� M (A'AL9 o L R + B � N 0 c EM ,rcc(V •i L N C » v U {f JO J In L 0 0 o .0 at c c c o a, a � c c � o W m E calM �a( m +� rn E m cg o 00 + w -a valmo acpirn�in UWN 800U0 �-0U41" .- &C 0 C U O O N c m 'n N > � •L cnv�3� c = c o 3 O'O d c79v•v aI c NQ. a U C - to N •{0/-f 3 Q o t 0 c7n: 3: 0 � M E H;5w O a +' W 01 'a 00 aci 'c a-�i CD c' ,T ' � L.C� 3 M- U 0 a rn 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. PROPERTY INFORMATION SHEET INDEX ][LEN CHALLENGE. SOUTHEAST REGION - ORLANDO SUBMISSION #7 VE & GC REVISIONS (2018 MARCH 02) ADMINISTRATION BLDG. ugg!]��ff� (E) EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING (N) NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD ACT ACOUSTICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING) AFF ABOVE FINISHED FLOOR FT FOOT (FEET) PROP PROPERTY AEG ABOVE FINISH GRADE FTG FOOTING PRTN PARTITION ALT ALTERNATE FV FIELD VERIFY PT PRESSURE TREATED ALUM ALUMINUM GA GAUGE PrD PAINTED ANCH ANCHOR GALV GALVANIZED QT QUARRY TILE APPROX APPROXIMATE GC GENERAL CONTRACTOR R RADIUS ARCH ARCHITECT (ARCHITECTURAL) GL GLASS REINF REINFORCED (REINFORCING) B/ (BO) BOTTOM OF GR GRADE REQ'D REQUIRED BD BOARD GWB GYPSUM WALL BOARD REV REVERSE BLDG BUILDING GYP GYPSUM RH RIGHT HAND BLK BLOCK HOW HARDWARE RM ROOM BM BEAM HGT HEIGHT RO ROUGH OPENING BRG BEARING HM HOLLOW METAL RTU ROOF TOP UNIT BTM BOTTOM HORIZ HORIZONTAL S SOUTH BTWN BETWEEN HP HIGH POINT SCHED SCHEDULE BUR BUILT-UP ROOF ID INSIDE DIMENSION SEC SECTION 0 CONTROL JOINT INCDSNT INCANDESCENT SF SQUARE FEET (FOOTAGE) CL CENTER LINE INSUL INSULATION SIM SIMILAR CLG CEILING INT INTERIOR SL SLOPE CMU CONCRETE MASONRY UNIT(S) Jr JOINT SLNT SEALANT CO CLEAN-OUT KO KNOCK -OUT SPEC SPECIFICATION COL COLUMN LAM LAMINATED SQ SQUARE CONC CONCRETE LAV LAVATORY SS STAINLESS STEEL CONST CONSTRUCTION LB POUND STD STANDARD CONT CONTINUOUS LH LEFT-HAND STL STEEL CT CERAMIC TILE LP LOW POINT STRUCT STRUCTURAL CTBS COLOR TO BE SELECTED MAS MASONRY SUSP SUSPENDED DET DETAIL MATL MATERIAL 5W SWITCH OF DRINKING FOUNTAIN MAX MAXIMUM T TREAD DIA DIAMETER MECH MECHANICAL T&B TOP AND BOTTOM 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 DR DOOR MIN MINIMUM TEMP TEMPERED DS DOWNSPOUT MISC MISCELLANEOUS THRES THRESHOLD DWG DRAWING MLDG MOULDING TI TENANT IMPROVEMENT E EAST MO MASONRY OPENING TPD TOILET PAPER DISPENSER EA EACH MR MOISTURE RESISTANT TS TUBE STEEL EIFS EXT. INSUL. AND FIN. SYSTEM MIG MOUNTING TYP TYPICAL EI EXPANSION JOINT MTL METAL UNFIN UNFINISHED ELEV ELEVATION MULL MULLION LINO UNLESS NOTED OTHERWISE EOS EDGE OF SLAB N NORTH VCT VINYL COMPOSITE TILE EQ EQUAL NIC NOT IN CONTRACT VERT VERTICAL EQUIP EQUIPMENT NO NUMBER VEST VESTIBULE EW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING EWC ELECTRICAL WATER COOLER NTS NOT TO SCALLS W WEST EXH EXHAUST OC ON CENTER W/ Wrm ECST EXISTING OD OUTSIDE DIMENSION W/0 WITHOUT ECT EXTERIOR OH OVERHEAD WC WATER CLOSET FD FLOOR DRAIN OPG OPENING WD WOOD FE FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER FIN FINISH PH PHYSICALLY HANDICAPPED WP WATERPROOF FLR FLOOR PLAM PLASTIC LAMINATE WR WATER RESISTANT FLUOR FLUORESCENT PLAS PLASTER WWM WELDED WIRE MESH BIDDING NOTES 1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTING HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS. 2 PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO REVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS OTHER MODIFICATIONS. 3 NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION, NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFIC NOTIFICATION TO THE RECIPIENT THAT THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL "CONSTRUCTION SET" AND SHALL NOT BE USED FOR CONSTRUCTION. 4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO BID THE MOST EXPENSIVE OPTION TO RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA ADDENDUM. 5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE INSTALLATION. 6 WHERE THE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF THE ARCHITECT. 7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB -CONTRACTOR'S ARE BIDDING FROM A COMPLETE SET OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS. 8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER. CODE DATA ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021 BUILDING CODES IN EFFECT: • FLORIDA BUILDING CODE, STH EDITION (2014) BUILDING • FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING • FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION • FLORIDA BUILDING CODE, 5TH EDITION (2014) FUEL GAS • FLORIDA BUILDING CODE, 5TH EDITION (2014) PLUMBING • FLORIDA BUILDING CODE, 5TH EDITION (2014) MECHANICAL • FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS • FLORIDA BUILDING CODE, 5TH EDITION (2014) ACCESSIBILITY • FLORIDA FIRE PREVENTION CODE, 5TH EDITION • NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION • NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION • NFPA 101 - LIFE SAFETY CODE, 2012 EDITION • ADA STANDARDS FOR ACCESSIBLE DESIGN, 2010 EDITION • CITY OF SANFORD CODE WIND LOADS AS PER: A. FLORIDA BUILDING CODE 5TH EDITION (2014) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH, EXPOSURE B, NOMINAL DESIGN WIND SPEED OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, AND BUILDING RISK CATEGORY II. B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. SYMBOL LEGEND 00 DRAWING NUMBER EXTERIOR ELEVATION MARKER XXO-0 SHEET NUMBER DRAWING NUMBER _ SECTION 00 MARKER XX0-0 ` SHEET NUMBER -- -- - - - --- DRAWING NUMBER - SECTION j 00 DETAIL j MARKER j XXO-0 _ SIM SHEET NUMBER -- -- DRAWING NUMBER ENLARGED 00 DETAIL XX0- MARKER SIM SHEET NUMBER -00 DRAWING NUMBER _ INTERIOR ELEVATION 00 4(XXO-O 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" MARKER ELEVATION NAMEi, # GYP. BD. LAYERS / SIDE FIRE RATING (hrs) STUD SIZE I I INSULATION (if used) PARTITION TYPE MARKER PM00.00.0(S) — CT = X— TOP PLATE STUD: M=METAL, W=WOOD CONNECTION TYPE ROOM ID ROOM NAME MARKER 000 000 SF - -_ 000 ROOM NUMBER INTERIOR XXX — WALL FINISH FINISH )0C)( — WALL BASE MARKER XXX — FLOOR FINISH I FLOOR FINISH j 000 MARKER CEILING XX 0.0.5 00'-00" XXOO.O.S MARKERS00'-00" MATERIAL E 1_1 MARKERS TRUE PROJECT NORTH NORTH NORTH ARROW i TITLDRAWING TAG 8�2 E��__O! ME: REVISION CLOUD IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 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 IT 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 THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 5 THE 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 THE 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 THE 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, FACE OF METAL STUD, UNO. 17 CONTRACTOR TO PROVIDE & INSTALL 2A10BC 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 WHEREP O ENINGS IN EXISTING PARTITIONS ARE CLOSED, THE 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 G 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 SHELVING MUST BE MOUNTED SO AS NOT TO ALLOW STORAGE WITHIN 18 INCHES OF THE FIRE SPRINKLER NOZZLE HORIZONTAL PLANE. 25 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. PARCEL ID #: 12-20-30-300-0198-0000 PROPERTY DESCRIPTION: SEC 12 TWP 20S RGE 30E BEG 305.77 FT W & 310.29 FT N OF SE COR RUN N 811.4FTETOWR/WSANFORD AVE STOAPTEOFBEG WTOBEG &E3 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 dke- Mary Blvd IwL a06 ""I*r• Awn•• r uiCl, I LvUA 11UN CONTACT INFORMATION OWNER / TENANT COVER SHEET - ADMINISTRATION BLDG Teen Challenge Southeast Region - Orlando P.O. Box 520062 3706 Sanford Ave. Longwood, FL 32752 Sanford, FL 32773 CONTACT PERSON: CONTACT PERSON: Constance A. Owens, PE, LEED AP Jerry Nance cowens@tri3-eng.com 'er .n n ace teench II n e.cc ] ry @ aeg TEEN CHALLENGE www.teenchallenge.cc t: 407-488-9456 t: 706-596-8731 f: 407-641-9993 f: 706-596-8732 CONTRACTOR S201A The Collage Companies ARCHITECT 585 Technology Park Scott + Cormia Architecture and Interiors, LLC Lake Mary, FL 32746 429 S. Keller Road, Suite 200 Orlando, FL 32810 SCOTT+ C L L A E CONTACT PERSON: CONTACT PERSON: CORMIA Angel Ortiz bwaish@coliage-usa.com aortiz@scottcormia.com www.coliage-usa.com www.scottcormia.com t: 407-829-2257 t: 407-838-8450 f: 407-829-2258 STRUCTURAL IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 Orlando FL 32835 CONTACT PERSON: Hasan Arouri; P.E. IBC hasan@ibc-engineeringdesign.com www.ibc-engineeringdesign.com Intematioml BuRding Conwitwits a t: 407-826-1000 Engineering Design Vices in MECH / PLUMB / ELEC IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 CONTACT PERSON: Song IBC So g Saypraslth, P.E. song@ibc-engineeringdesign.com IntematlonalBuilding Cor Wtantsa www.ibc-engineeringdesign.com En*eedng Design Seruices int t: 407-826-1000 CIVIL COVER SHEET - ADMINISTRATION BLDG Tri 3 Civil Engineering Design Studio, Inc. P.O. Box 520062 S# Longwood, FL 32752 A020 CONTACT PERSON: G002 Constance A. Owens, PE, LEED AP LA cowens@tri3-eng.com 11111 www.tri3-eng.com OWNER t: 407-488-9456 STRUCTURAL FLOOR PLAN - ADMIN BLDG f: 407-641-9993 A026 CONTRACTOR S201A The Collage Companies 4 585 Technology Park A102 Lake Mary, FL 32746 EXTERIOR STRUCTURAL ELEVATIONS- ADMIN BLDG 2017 OCT 24 C L L A E CONTACT PERSON: ■E Brian Walsh C ONSTRJCT10N -SERVICE" bwaish@coliage-usa.com www.coliage-usa.com A121 t: 407-829-2257 f: 407-829-2258 S401A "' vw1`%�i �t L -0- 'DF `f is X -'L= (✓ { Pi 'v r'. `f 1N P SNS. S O THiS CODE # DESCRIPTION SUBMISSION 1 2 3 4 1516 GENERAL G000A COVER SHEET - ADMINISTRATION BLDG INDEX 1 S# S002A A020 LIFE SAFETY PLAN, DETAILS & LEGEND - ADMINISTRATION BLDG G002 JADAGUIDELINES LA WIND PRESSURE DIAGRAMS 11111 NOA'S OWNER S101A ARCHITECTURAL A011 SITE REFERENCE PLAN INDEX 1 S# S002A A020 LIFE SAFETY PLAN, DETAILS & LEGEND - ADMINISTRATION BLDG 1 SCHEMATIC DESIGN SET 30% OWNER REVIEW S003A WIND PRESSURE DIAGRAMS A025 NOA'S OWNER S101A STRUCTURAL FLOOR PLAN - ADMIN BLDG BID SET 100% OWNER BID SET A026 NOA'S S201A ROOF FRAMING PLAN - ADMIN BLDG 4 , A102 FLOOR PLAN - ADMINISTRATION BLDG EXTERIOR STRUCTURAL ELEVATIONS- ADMIN BLDG 2017 OCT 24 7 VE & GC REVISIONS VE & GC REVISIONS A104 REFLECTED CEILING PLAN - ADMINISTRATION BLDG S303A A121 FRAMING PLAN - ADMINISTRATION BLDG S401A FRAMING SECTIONS - ADMINISTRATION BLDG A123 FRAMING DETAILS & PARTITION TYPES S402A FRAMING SECTIONS - ADMINISTRATION BLDG A201 ROOF PLAN - ADMINISTRATION BLDG S501A FOUNDATION DETAILS A302 EXTERIOR ELEVATIONS - ADMINISTRATION BLDG TYPICAL MASONRY DETAILS A401 BUILDING SECTIONS - ADMINISTRATION BLDG A403 WALL SECTIONS & DETAILS - ADMINISTRATION BLDG A410 WALL SECTIONS & DETAILS A501 ENLARGED FLOOR PLAN - ADMINISTRATION BLDG A502 ENLARGED FLOOR PLAN - COUNSELING BLDG A510 CORRUGATED METAL CLADDING DETAIL A801A DOOR & HARDWARE SCHEDULES AND NOTES - ADMIN BLDG A802 WINDOW SCHEDULE, DETAILS & LEGEND A803 GLAZING ELEVATIONS - ADMINISTRATION BLDG A901 WATERPROOFING DETAILS STRUCTURAL S001A STRUCTURAL GENERAL NOTES INDEX 1 S# S002A STRUCTURAL GENERAL NOTES & ABBREVS. DATE 1 SCHEMATIC DESIGN SET 30% OWNER REVIEW S003A WIND PRESSURE DIAGRAMS 2 50% DD SET 50% DD SET OWNER REVIEW OWNER S101A STRUCTURAL FLOOR PLAN - ADMIN BLDG BID SET 100% OWNER BID SET OWNER 2017 JUNE 30 S201A ROOF FRAMING PLAN - ADMIN BLDG 4 2017 AUG 21 5 S301A EXTERIOR STRUCTURAL ELEVATIONS- ADMIN BLDG 2017 OCT 24 7 VE & GC REVISIONS VE & GC REVISIONS S302A FRAMING SECTIONS - ADMINISTRATION BLDG S303A FRAMING SECTIONS - ADMINISTRATION BLDG S401A FRAMING SECTIONS - ADMINISTRATION BLDG S402A FRAMING SECTIONS - ADMINISTRATION BLDG S501A FOUNDATION DETAILS S601A TYPICAL MASONRY DETAILS MECHANICAL M001A LEGEND, SYMBOLS AND NOTES - MECHANICAL M201A ADMINISTRATION BUILDING - MECHANICAL PLAN M301A DETAILS - MECHANICAL M401A SCHEDULES -MECHANICAL PLUMBING P001A LEGEND, SYMBOLS AND NOTES - PLUMBING P201A JADMINISTRATION BUILDING - PLUMBING PLAN ELECTRICAL E001A I LEGEND, SYMBOLS AND NOTES - ELECTRICAL INDEX 1 S# E002A SPECIFICATIONS - ELECTRICAL DATE 1 SCHEMATIC DESIGN SET 30% OWNER REVIEW E301A RISERS, DETAILS AND PANEL SCHEDULES - ELECTRICAL 2 50% DD SET 50% DD SET OWNER REVIEW OWNER EL201A ADMINISTRATION BUILDING - LIGHTING PLAN BID SET 100% OWNER BID SET OWNER 2017 JUNE 30 EP201A ADMINISTRATION BUILDING - POWER PLAN 4 2017 AUG 21 5 SHEET INDEX LEGEND ■ = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed SHOP DRAWINGS/SUBMITTALS THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT ELECTRONICALLY, IN PDF FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS". BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THE SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL DIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE REQUIREMENTS, AND FABRICATION PROCESSES. THE DESIGN TEAM IS NOT REQUIRED TO REVIEW UNSOLICITED SHOP DRAWINGS, WHICH MAY BE RETURNED WITHOUT REVIEW OR COMMENT. REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. 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 BEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLAN AND ALLOW TIME FOR SHOP DRAWING CREATION, REVIEW, REVISION AND APPROVAL. THE DESIGN TEAM SHALL NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN. THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS: 1. STOREFRONT SYSTEMS 2. METAL AWNINGS OFFICE 3. FIRE -RATED ACCESS PANELS 4. MILLWORK 5. WATERPROOFING 6. EXTERIOR WINDOWS AND DOORS 7. EXTERIOR SIDING AND ACCESSORIES 8. ROOF TRUSSES 9. PLUMBING FIXTURES PERMIT # 10. LIGHTING FIXTURES 11. BATHROOM ACCESSORIES 12. RESTROOM ACCESSORIES 13 FIRESTOP SYSTEMS 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 mo,r> ft 2017 nn W"neve�ea p r o i e c t O 0 LU z Z o LU M W a� J z oM O Ce OLL U ` Z W ZD U UO 0. ~ z OZ Q MQ W W W NNE LU V LL 0, seal � �®F Fto _ NOOND L SC 10 AR0008232 F• , 0J RED A Rei RJ(moM , 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 # SUBMISSION INDEX 1 S# DESCRIPTION ABBREVIATED DETAILED ISSUED TO 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% OWNER BID SET OWNER 2017 JUNE 30 4 100% CD PERMIT SET 100% CD PERMIT SET I 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 THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT ELECTRONICALLY, IN PDF FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS". BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THE SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL DIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE REQUIREMENTS, AND FABRICATION PROCESSES. THE DESIGN TEAM IS NOT REQUIRED TO REVIEW UNSOLICITED SHOP DRAWINGS, WHICH MAY BE RETURNED WITHOUT REVIEW OR COMMENT. REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. 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 BEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLAN AND ALLOW TIME FOR SHOP DRAWING CREATION, REVIEW, REVISION AND APPROVAL. THE DESIGN TEAM SHALL NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN. THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS: 1. STOREFRONT SYSTEMS 2. METAL AWNINGS OFFICE 3. FIRE -RATED ACCESS PANELS 4. MILLWORK 5. WATERPROOFING 6. EXTERIOR WINDOWS AND DOORS 7. EXTERIOR SIDING AND ACCESSORIES 8. ROOF TRUSSES 9. PLUMBING FIXTURES PERMIT # 10. LIGHTING FIXTURES 11. BATHROOM ACCESSORIES 12. RESTROOM ACCESSORIES 13 FIRESTOP SYSTEMS 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 mo,r> ft 2017 nn W"neve�ea p r o i e c t O 0 LU z Z o LU M W a� J z oM O Ce OLL U ` Z W ZD U UO 0. ~ z OZ Q MQ W W W NNE LU V LL 0, seal � �®F Fto _ NOOND L SC 10 AR0008232 F• , 0J RED A Rei RJ(moM , 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 # DATE DESCRIPTION 1 2017 APRIL 26 SCHEMATIC DESIGN SET 2 2017 JUNE 02 509/o DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 1001/o CD PERMIT SET 5 2017 OCT 24 PERMIT COMMENTS 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO CHECKED BY: RS sheet number ' COVER SHEET - ADMINISTRATION BLDG 14. FLOORING & UNDERLAYMENT 15. INSULATION ISION 1Fj` REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. GOOOA 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 � :F C a, U 'O' = o ?-- t U ,A�P,O CC' •a°r3 c :a��rn 3C L .i M 1a O = C C1 IM o •o :5 £o 3 ,o •Lwo 2 $ �N� -•�MC AM rn ._ $ "ir",O m N L _0 rn W act$ W C £ g c 8o'Oj — •— L O (aa0E >=c>Src •a i ,a Jj ar LC �—L W 2 3 vi '"' 3 S4 CM -0 W ai C � 80Rw 'a 9E c - L 8,iOJ -a CM,00 C U C +' IH = - (n`" C In t; C,IaT 4Mt U •ai L N CCp ,a O Y ` IV -6- O1 a r_ .9 Q M Y !2 0 V o EIV W=U,+ "OtoL = aai .5 t;L N _ o E W moor- 41 N C N ,a •a a L .' o m $ r . 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V U + N U 0� a� CL o u vl L n m oaxifl .- YJ = = N J N U i � L r_ cgc°� 0.0 (n W m w o�'� Mr,ow O =_ L N N +� i MO C: � O c L C � NCJw L m + O x°+30°_' c E M r'_ L L �� v� > L tJ O M J Zn t L CJ {O .220 t� a :E 'L L9:08 23 c c to CO U N N c E�,,L mE c v ra w � tg O U + _ a N O 21 E O N U O V N-0 U +' L Or N z V-. �' = O L 2aNuv O N = N m _;> L (n N N ,noc3�- L =a ro- ti M tiMB eo = w- r- -0.2 g vo-oo No C �_ U aW E.4 y O L on _r }rn� a fl. U o= W'r- U cLf.3viM c� tO O (v a� E=W.£o _ .2 c C pl .r N Of 7 C N '=.6: g :3 L m N O aM 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. ADMIN BLDG CROSS SECTION SCALE: 1/4" = V-0" +22'-0" 1" HIGH PARAPET MID PARAPET +16-15" _ LOW PARAPET +10'-o" B.O. TRUSS BRNG +0'-0" 1- " LEVEL 1 T.0.1FOOTINIS ca EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. A� SECTION NOTES 1 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2 FURNITURE PROVIDED BY TENANT & SHOWN FOR REFERENCE ONLY, UNO. 3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML FOR ACTUAL FINISHED FLOOR HEIGHT. KEYNOTE LEGEND # DESCRIPTION 6-8 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED TOP CHORD (BY SPECIALTY ENGINEER) - 7-29 - - U 6" POLY -ISO RIGID BOARD R-30 VALUE) G 7-60 4' OFF -RIDGE VENT 9-40 5/8" GYPSUM BOARD 10-18 PREFABRICATED CANOPY 11-7 KNOX BOX 12-2 FURNITURE (SHOWN FOR REFERENCE ONLY) 22-10 HI -LOW DRINKING FOUNTAIN (SEE PLUMBING) 26-1 LIGHT FIXTURE (SEE ELECTRICAL) ADMIN BLDG CROSS SECTION SCALE: 1/4" = V-0" ADMIN BLDG LONGITUDAL SECTION SCALE: 1/4" = 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. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 5 A403 + 1 n MID PARAPET +101-01, TRUSS BRNG SCOTT + CORMIA ARCHITECTURE + INTERIORS 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 ® WFW 2017 AN Rights R.WAd project seal ot .�•IMONp Sc , 01" 70, AR0008232 �8/ � fes, f•; " o , AIA REG. V 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 12017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% W PERMIT SET 7 20180MARCH VE & GC REVISIONS drawing info LEVEL 1 PROJECT # : 16126 r.0. FOOTING DRAWN BY : AO CHECKED BY: RS sheet number BUILDING SECTIONS - ADMINISTRATION BLDG A401 00 3 'W Y3 a� E O( U tn�s� �tColoo CL o{,o to o w $ ,� c vi�Ta TTcc ra - ch 49 o (v L Ot W s in" a� a 0 3 c 4-,12 U 3 •LO L O L TarOE z. m N i C >= > c $ .- m� (Oi, 3� r_ M c L .02 ca�EU L O O J L 000 0 C 0 C 'n 0 C '0 '33 t U 5 i " C (p O a0+ U0 -a= -o.5 o,Q c o c E (u b S + 0 0 t -0 a0, E f -0 - m$ c 0 o E 4-1 Ti"i C W ,2 a 0 L o 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. � v L JT of cE c ;g C ` 12 a M 3Uiva_i U W V a�mE E o o 0 o �W C c'O c c J 0 Q V J Y O< }J L 0. O0L u N E N Fyam, C C 0 "' c`a tcot; '° M L V orn,h C •C .O 8, O Y O E! C i0 0 3 t Q '.�—i t0 to UE`� U v o Ua Ln E 0 o vL d o ip TE u (A L f1 to m or�+axia CW J W Uto E L � 3 L �a08 O8N'O Q) E'� fO O o � w f0 = •1 � O = C N C _ C R� - m p c E c U to Q 3 a 9 1� o acv _ E M w c c :5 L LM 0a '� > L 0 J O f6 J t^ Lt Vf o °,°; o ti a U c o vim. �p� c � O V N E a,,t °atcoacii EQ c (v !o �VQ o T E (n Ae L Lv(p ,Q Q 0 ++ =CtLoo 'Np CtCEX4' N N U O E -O v &J nE aci' o 1>acmU- .cOOc > L 3�ofO' L O -$ o- . v .- a'>E a (n�(on.& .c o o y Ci � of a� E� NDN, v +' (V a) 1-0 00C$ c c ofc) N 3 C N y "M B 2 \ �i m 'vt O a M CMU (SEE STRUCTURAL) SOFFIT DETAIL AT OPEN CELING SCALE: 11/2" = 1'-0" 6 1 0 WINDOW (SEE WINDOW_ SCHEDULE) SOFFIT DETAIL AT CONCEALED CELING SCALE: 1 1/2" = V-0" r.N WALL SECTION SCALE: 1/2" = V-0" rA WALL SECTION +10'-0" ZUSS BRNG LEVELI LEVE ). FOOTING T.O. NOTE: GC TO PROVIDE CANOPY SHOP DRAWINGS FOR ARCHITECT/OWNER APPROVAL COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE S METAL DECK (SEE 14 GA. CLOSURE P STRUCTURAL) STEEL PURL11's STRUCTURAL) STEEL BEAM (SEE STEEL COLI STRUCTURZ CANOPY DETAIL SCALE: 1 1/2" = 1'-0" BED OF URETHANE OR SILICONE SEALANT METAL FLAE ROOFING MEMI HEAT WELD AS I ETAL DECK (SEE WALL SECTION STEEL PURL STRUCTURE 1A EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CANOPY DETAIL SCALE: 11/2" = 1'-0" Ah +18,- +0' - LEVE ' CANT STRIP D SHEATHING (SEE D SHEATHING (SEE LT, TYP. (SEE LATE (SEE STRUCT.) -OCKING (SEE A Z WALL SECTION NOTES 1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT. 2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 3 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) R-30 BATT INSULATION Q� 1/2" EXPANSION JOINT FILLER ASPHALT SHINGLES OVER ASPHALT SHINGLES OVER 4-6 UNDERLAYMENT UNDERLAYMENT LINTEL (SEE STRUCTURAL) OVERHANG 6" POLY -ISO RIGID BOARDZ! 1-5/8" METAL STUD 5-22 (R-30 VALUE) 1/2" PLYWOOD SHEATHING STEEL COLUMN (SEE STRUCTURAL) 5-27 STEEL BEAM (SEE STRUCTURAL) n / 12n STEEL PURLIN (SEE STRUCTURAL) OVERHANG 1/2" METAL PLATE (SEE STRUCT.) 1/2" PLYWOOD SHEATHING THROUGH BOLT, TYP. (SEE STRUCT.) 5-49 _ WOOD TRUSS (RE: _ COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE STRUCTURAL) WOOD TRUSS (RE: STRUCTURAL) _ — 2X8 WOOD STUD (SEE STRUCTURAL) STRUCTURAL) 2X8 WOOD BLOCKING (SEE STRUCT.) fi7924" 6-93 P T N E 12" L D S HI G SE RCT I D R F I �7r24 -1 B IN ULA O EAVE FLASHING 7-29 6" POLY -ISO RIGID BOARD (R-30 VALUE) 7-52 ASPHALT SHINGLE ROOFING 7-66 HEAT WELD AS REQ'D EAVE FLASHING ROOFING MEMBRANE STRIP 7-97 CONTINUOUS CANT STRIP 7-104 BED OF URETHANE OR SILICONE SEALANT 8-1 FIBER CEMENT FASCIA 8-4 ALUMINUM STOREFRONT SYSTEM 8-8 WINDOW (SEE WINDOW SCHEDULE) 9-30 CEILING 5/8" TYPE C GYP BD ON RC -1 CHANNELS 9-40 5/8" GYPSUM BOARD BOARD FIBER CEMENT FASCIA BOARD FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-85 FIBER CEMENT BATTEN 9-87 1X4 FOAM TRIM BAND 9-97 CORRUGATED STEEL SIDING 10-18 PREFABRICATED CANOPY 2"x8" SUB -FASCIA 2"x8" SUB -FASCIA 26-1 LIGHT FIXTURE (SEE ELECTRICAL) WOOD TRUSS — — B.O. TRUSS BRNG y g,p,1-01, TRUSS BRNG a a 5/8" GYPSUM BOARD 1"x4"FIBER CEMENT TRIM 1"x4"FIBER CEMENT TRIM = /2" PLYWOOD SHEATHING 2" PVC CONT SOFFIT VENT 2" PVC CONT SOFFIT VENT �' o-• 5/8" GYPSUM BOARD SMOOTH FIBER CEMENT SOFFIT PANEL SMOOTH FIBER CEMENT SOFFIT PANEL . - H 1-5/8" METAL STUDCMU BOND BEAM (SEE I., a STRUCTURAL) CMU BOND BEAM (SEE " POLY -ISO RIGID INSULATIO •.<ra STRUCTURAL) � v L JT of cE c ;g C ` 12 a M 3Uiva_i U W V a�mE E o o 0 o �W C c'O c c J 0 Q V J Y O< }J L 0. O0L u N E N Fyam, C C 0 "' c`a tcot; '° M L V orn,h C •C .O 8, O Y O E! C i0 0 3 t Q '.�—i t0 to UE`� U v o Ua Ln E 0 o vL d o ip TE u (A L f1 to m or�+axia CW J W Uto E L � 3 L �a08 O8N'O Q) E'� fO O o � w f0 = •1 � O = C N C _ C R� - m p c E c U to Q 3 a 9 1� o acv _ E M w c c :5 L LM 0a '� > L 0 J O f6 J t^ Lt Vf o °,°; o ti a U c o vim. �p� c � O V N E a,,t °atcoacii EQ c (v !o �VQ o T E (n Ae L Lv(p ,Q Q 0 ++ =CtLoo 'Np CtCEX4' N N U O E -O v &J nE aci' o 1>acmU- .cOOc > L 3�ofO' L O -$ o- . v .- a'>E a (n�(on.& .c o o y Ci � of a� E� NDN, v +' (V a) 1-0 00C$ c c ofc) N 3 C N y "M B 2 \ �i m 'vt O a M CMU (SEE STRUCTURAL) SOFFIT DETAIL AT OPEN CELING SCALE: 11/2" = 1'-0" 6 1 0 WINDOW (SEE WINDOW_ SCHEDULE) SOFFIT DETAIL AT CONCEALED CELING SCALE: 1 1/2" = V-0" r.N WALL SECTION SCALE: 1/2" = V-0" rA WALL SECTION +10'-0" ZUSS BRNG LEVELI LEVE ). FOOTING T.O. NOTE: GC TO PROVIDE CANOPY SHOP DRAWINGS FOR ARCHITECT/OWNER APPROVAL COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE S METAL DECK (SEE 14 GA. CLOSURE P STRUCTURAL) STEEL PURL11's STRUCTURAL) STEEL BEAM (SEE STEEL COLI STRUCTURZ CANOPY DETAIL SCALE: 1 1/2" = 1'-0" BED OF URETHANE OR SILICONE SEALANT METAL FLAE ROOFING MEMI HEAT WELD AS I ETAL DECK (SEE WALL SECTION STEEL PURL STRUCTURE 1A EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CANOPY DETAIL SCALE: 11/2" = 1'-0" Ah +18,- +0' - LEVE ' CANT STRIP D SHEATHING (SEE D SHEATHING (SEE LT, TYP. (SEE LATE (SEE STRUCT.) -OCKING (SEE A Z WALL SECTION NOTES 1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT. 2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 3 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) 4-7 LINTEL (SEE STRUCTURAL) 5-4 1-5/8" METAL STUD 5-22 METAL DECK (SEE STRUCTURAL) 5-26 STEEL COLUMN (SEE STRUCTURAL) 5-27 STEEL BEAM (SEE STRUCTURAL) 5-31 STEEL PURLIN (SEE STRUCTURAL) 5-39 1/2" METAL PLATE (SEE STRUCT.) 5-41 THROUGH BOLT, TYP. (SEE STRUCT.) 5-49 14 GA. CLOSURE PLATE (SEE STRUCTURAL) 5-51 COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE STRUCTURAL) 6-8 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED TOP CHORD (BY SPECIALTY ENGINEER) 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-91 2X8 WOOD BLOCKING (SEE STRUCT.) fi7924" 6-93 P T N E 12" L D S HI G SE RCT I D R F I �7r24 -1 B IN ULA O 7-29 6" POLY -ISO RIGID BOARD (R-30 VALUE) 7-52 ASPHALT SHINGLE ROOFING 7-66 HEAT WELD AS REQ'D 7-69 ROOFING MEMBRANE STRIP 7-97 CONTINUOUS CANT STRIP 7-104 BED OF URETHANE OR SILICONE SEALANT 8-1 DOOR & FRAME (SEE DOOR SCHEDULE) 8-4 ALUMINUM STOREFRONT SYSTEM 8-8 WINDOW (SEE WINDOW SCHEDULE) 9-30 CEILING 5/8" TYPE C GYP BD ON RC -1 CHANNELS 9-40 5/8" GYPSUM BOARD 9-84 FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-85 FIBER CEMENT BATTEN 9-87 1X4 FOAM TRIM BAND 9-97 CORRUGATED STEEL SIDING 10-18 PREFABRICATED CANOPY 11-7 KNOX BOX 26-1 LIGHT FIXTURE (SEE ELECTRICAL) +'LEVE WALL SECTION WALL SECTION SCALE: 1/2" = V-0" SCALE: 1/2" = P-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 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. S C OTT + 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 ® CWflight 2017 M Wft Pieced project O D W z z O J �z Q O 2 w V °C Z � W w W = O seal W M i4 P% Q M ce L Z ot Ce �0 LL 0 Z M U) • t i 73. AR 0008232 LPyrt ftt, AIA FL. REG. k 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: AO CHECKED BY: RS sheet number WALL SECTIONS & DETAILS - ADMINISTRATION BLDG A403 00 '�$o U 15='o9 M 0 . o m o v f3 o i4 :42-J ,o ro 0204912 � �c•rn -Wp1 T:.2 —"0 E 0 0, -0 41ac$o a� 5 C++ C Uo'�°o �aflcE MN D C > � N C N fO � vii 0. vi '"' 3 v Ch >- W C § Ov8 v EU VOi O J E� 0`04-0 C C: +I �c 0OC_a 0 o C f0 O 8 w -6 C O C CA E �0'U+ 20 .5 ami 41 -Eo W 1A Y C cot 0�icv r-0 L"20 o 4-' >' Ln � v Ec, C uo0C 380`0) m cv11EE a' i .40 O U J w10 E -1 E i 7 E O 6 i -0 o 89�B r' 0 C c C W.4 0) Nrn :33 O 'i � E�°' v -J O Q iQ !2 o0LE WE 8 SECTION THROUGH DROP SAFE 15 Z o SCALE: 1/2" = V-0" M � o c rn �g IVM = H U = U O 3: t Q:�m1n fOcc EUE� IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY cgs E -o LAG BOLT (PER AWNING MFR. DWG.) EXTERIOR o m S c Cv V SHEATHING + v7i u� 2X8 FRT WOOD STUD (SEE STRUCTURAL) 6-36 �'�- na r_8WWg 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-76 - a CMU BLOCK PER STRUCT. LAYER 1-1/2" Z CHANNEL FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING 4-1 v E it INTERIOR 7-70 CONTINUOUS SEALANT AROUND STEEL PLATE 1" RIGID INSULATION CONT. SEALANT BOTH SIDES •6 00 SHEATHING 9-87 ZW z> LIQUID -APPLIED WATER _ NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD (BY OTHERS) 0 - 2O CONTROL LAYER o E CMU BLOCK PER STRUCT. CMU Nv1-1/2" 1-1/2 Z CHANNEL - w STARTER STRIP 1a C x 0 rn3 n z '- 3 .4 1" RIGID INSULATION FLOOR SLAB (PER g O STARTER STRIP 1/4" GAP, DO o y -1 STRUCTURAL) 1/4" GAP, DO `� NOT CAULK FIXTURE STARTER STRIP �- NOT CAULK T E 51 .c 'D(U i 3 C 0-28 >w a 0 FLASHING °o }; °' FIXTURE t o = c C � C PENETRATION N TRIM AROUND STARTER STRIP GRADE OPENING (n.�ki�� a� w OPENING E CAULKING ALL W TRIM BOARD rn T C INTERIOR 3 AROUND 3 o m t TRIM BOARD °' CMU BLOCK PER STRUCT. LEAVE APPROPRIATE 1a C 4- C 2 o g o o LEAVE APPROPRIATE o = "' '�U - 'i GAP AND CAULK 02 CM.2'' GAP AND CAULK -0 Cra '> 'E .4 ° INT — 11 1/2" EXPANSION JO FIBER CEMENT LAP j - GRADE CLEARANCE SIDING, 6" EXPOSURE VR —W/ ° III I IFILLER &SEALANT _ "_d ° ,' d• . I LAP SIDING + Q LAP SIDING - FIXTURE PENETRATION .0OJo> E 5 - FIXTURE PENETRATIONrn .0 _L �pJSDING : 1 SCALE: 11/2" = 1'-0" 0� Jou D C) � 0 M 41 ti a m L Y LAG BOLT (PER AWNING MFR. DWG.) EXTERIOR o m S c Cv 5-104 SHEATHING 4 c 2X8 FRT WOOD STUD (SEE STRUCTURAL) 6-36 �'�- na r_8WWg 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-76 - a CMU BLOCK PER STRUCT. LAYER 1-1/2" Z CHANNEL FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING 7-50 o a� o yi 7-70 CONTINUOUS SEALANT AROUND STEEL PLATE 1" RIGID INSULATION CONT. SEALANT BOTH SIDES 9-84 FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-87 ZW z> E�;,s _ NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD (BY OTHERS) 0 - 2O o E CMU BLOCK PER STRUCT. CMU BASE BOARD 2 LAYERS 15# BLDG. - w UNDERLAYMENT rn3 n z 0 8 WOOD FRAMING FLOOR SLAB (PER g O STARTER STRIP W m o aci v1Cv STRUCTURAL) 1/4" GAP, DO th�$ v o FIXTURE STARTER STRIP �- NOT CAULK T E 51 .c PENETRATION FLASHING >w a 0 FLOOR SLAB (PER t o = c STRUCTURAL)I z TRIM AROUND N 1 STARTER STRIP GRADE OPENING (n.�ki�� a� w W TRIM BOARD rn T C INTERIOR WALKWAY 3 o m t SHEATHING LEAVE APPROPRIATE 1a C 4- C 2 o g o o GAP AND CAULK 02 CM.2'' .. '> 'E .4 ° INT — 11 1/2" EXPANSION JO FIBER CEMENT LAP :5 toW n on - GRADE CLEARANCE SDING, 6" EXPOSURE 10i, `" aCi M —W/ ° III I IFILLER &SEALANT _ "_d ° ,' d• . I LAP SIDING o� v C 0 3 `" M LAP SIDING - FIXTURE PENETRATION E�� 5 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY `' O1 SCALE: 11/2" = 1'-0" c$EGIm N = C T N 01 C (n ' +d+ C Ln an to O QM THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET CANOPY PLAN SCALE: 1/2" = V-0" D METAL FIBER CEMENT LAP SIDING SIDING, 6" EXPOSURE ) WATER LEAVE APPROPRIATE )L LAYER GAP AND CAULK OPRIATE y CEMENT FIBER TRIM D CAULK BOARD LAP SIDING - PANEL TRANSITION SCALE: 11/2" = 1'-0" INTERIOR SHEATHING LIQUID -APPLIED WATER CONTROL 1-1/2" Z CHANNEL LAYER 1" RIGID INSULATION LAG BOLT (PER AWNING MFR. DWG.) - LIQUID -APPLIED 5-104 AWNING BRACKET CONNECTED TO WALL (PER AWNING MFR. DWG.) �g 2X8 FRT WOOD STUD (SEE STRUCTURAL) 6-36 WATER CONTROL 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-76 (2) 2"X10" WD. PLATE (SEE STRUCTURAL) CMU BLOCK PER STRUCT. LAYER 1-1/2" Z CHANNEL FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING 7-50 MEMBRANE ROOFING TO GO UP AND OVER PARAPET 7-70 CONTINUOUS SEALANT AROUND STEEL PLATE 1" RIGID INSULATION CONT. SEALANT BOTH SIDES 9-84 FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-87 ZW 9-97 CORRUGATED STEEL SIDING _ NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD (BY OTHERS) 0 - 2O CMU BLOCK PER STRUCT. CMU BASE BOARD - w CEMENT LAP SIDING n z (NON-COMBUSTIBLE) FLOOR SLAB (PER g O STRUCTURAL) BASE BOARD STARTER STRIP (NON-COMBUSTIBLE) FLOOR SLAB (PER ) STRUCTURAL)I z 1 STARTER STRIP GRADE d W WALKWAY UJ 7-7,11 .. I I_—II I 1-1— I I1 ° INT — 11 1/2" EXPANSION JO 1-1.—III--II I—III—I I I I-1 I I-1 I I—I HIM 1 7\ LAP SIDING - GRADE CLEARANCE 7 SCALE: 1 1/2" = V-0" LAG BOLT (PER AWNING MFR. DWG.) INTERIOR SHEATHING LIQUID -APPLIED 5-104 AWNING BRACKET CONNECTED TO WALL (PER AWNING MFR. DWG.) 6-35 2X8 FRT WOOD STUD (SEE STRUCTURAL) 6-36 WATER CONTROL 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-76 (2) 2"X10" WD. PLATE (SEE STRUCTURAL) 6-77 LAYER 1-1/2" Z CHANNEL FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING 7-50 MEMBRANE ROOFING TO GO UP AND OVER PARAPET 7-70 CONTINUOUS SEALANT AROUND STEEL PLATE 1" RIGID INSULATION CONT. SEALANT BOTH SIDES 9-84 FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-87 1X4 FOAM TRIM BAND 9-97 CORRUGATED STEEL SIDING 10-50 NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD (BY OTHERS) 0 - CMU BLOCK PER STRUCT. CMU - w n z l� g O BASE BOARD CEMENT LAP SIDING (NON-COMBUSTIBLE) FLOOR SLAB (PER ) STRUCTURAL)I 1 STARTER STRIP WALKWAY ° INT — 11 1/2" EXPANSION JO a_- - "d, , < I--1— ° - .°4 PRE -MOLDED JOINT _ - —W/ ° III I IFILLER &SEALANT _ "_d ° ,' d• . I LAP SIDING - HARDSCAPE CLEARANCE • 4 SCALE: 1 1/2" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY INTERIOR SHEATHING WOOD FRAMING EXTERIOR SHEATHING CORRUGATED METAL FIBER CEMENT LAP SIDING SIDING, 6" EXPOSURE UNDERLAYMENT (SEE LEAVE APPROPRIATE UNDERLAYMENT NOTES) GAP AND CAULK LEAVE APPROPRIATE CEMENT FIBER TRIM GAP AND CAULK BOARD LAP SIDING - PANEL TRANSITION SCALE: 1 1/2" = V-0" ROOFING MEMBRANE UP BACK OF PARAPET EXTERIOR GRADE SHEATHING WOOD FRAMING UNDERLAYMENT (SEE UNDERLAYMENT NOTES) EXTERIOR SHEATHING FIBER CEMENT LAP SIDING LEAVE APPROPRIATE GAP AND CAULK LEAVE APPROPRIATE TRIM BOARD GAP AND CAULK LAP SIDING - OUTSIDE CORNER @ PARAPET SCALE: 1 1/2" = 1'-0" INTERIOR SHEATHING 1" RIGID INSULATION 1-1/2" Z CHANNEL CMU BLOCK PER STRUCT. FIBER CEMENT LAP SIDING LIQUID -APPLIED WATER CONTROL LAYER LEAVE APPROPRIATE GAP AND CAULK TRIM BOARD GAP AND CAULK LAP SIDING - OUTSIDE CORNER @ CMU EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. UNDERLAYMENT 1 ALL EXTERIOR STUD WALL SHEATHING SHALL BE ZIP-WAL. 6 7 I I CANOPY SECTION SCALE: 1/2" = V-0" 6 FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING CONT. SEALANT BOTH SIDES CONT. (3) - 2X8 P.T. TOP PLATE (lYP•) MEMBRANE ROOFING TO GO UP AND OVER PARAPET 2X8 WOOD STUD (SEE STRUCTURAL) FOAM TRIM BAND MID PARAPET �g Z W JO 2 LAYERS 15# BLDG. UNDERLAYMENT _FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH _2X8 FRT WOOD STUD (SEE STRUCTURAL) WALL SECTION DETAIL @ PARAPET SCALE: 11/2" = 1'-0" EXTERIOR GRADE SHEATHING LEAVE APPROPRIATE GAP AND CAULK TRIM BOARD LEAVE APPROPRIATE GAP AND CAULK FIBER CEMENT LAP SIDING UNDERLAYMENT (SEE UNDERLAYMENT NOTES) EXTERIOR SHEATHING WOOD FRAMING ROOFING MEMBRANE UP BACK OF PARAPET EXTERIOR GRADE SHEATHING LAP SIDING - INSIDE CORNER @ PARAPET SCALE: 1 1/2" = 1'-0" LEAVE APPROPRIATE GAP AND CAULK TRIM BOARD LEAVE APPROPRIATE GAP AND CAULK FIBER CEMENT LAP SIDING LIQUID -APPLIED WATER CONTROL LAYER EXTERIOR SHEATHING INTERIOR SHEATHING 1" RIGID INSULATION 1-1/2" Z CHANNEL CMU BLOCK PER STRUCT. LAP SIDING - INSIDE CORNER @ CMU SCALE: 11/2" = V-0" THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. +10'- ' B.O. TRUSS BRNG FIELD FABRICATED BREAK METAL_ PARAPET CAP FLASHING CONT. SEALANT BOTH SIDES— CONT. (3) - 2X8 P.T. TOP PLATE_ (TYP•) MEMBRANE ROOFING TO GO UP AND OVER PARAPET 2X8 WOOD STUD (SEE STRUCTURAL) SCALE: 11/2" = 1'-0" 2X8 WOOD STUD (SEE STRUCTURAL) 2X8 FRT WOOD STUD (SEE STRUCTURAL) WALL SECTION NOTES 1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT. 2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML FOR ACTUAL FINISHED FLOOR HEIGHT. KEYNOTE LEGEND # DESCRIPTION 5-32 LAG BOLT (PER AWNING MFR. DWG.) 5-40 ALUMINUM TUBE AWNING SYSTEM 5-104 AWNING BRACKET CONNECTED TO WALL (PER AWNING MFR. DWG.) 6-35 2X8 FRT WOOD STUD (SEE STRUCTURAL) 6-36 CONT. (3) - 2X8 P.T. TOP PLATE (TYP.) 6-62 2X8 WOOD STUD (SEE STRUCTURAL) 6-76 (2) 2"X10" WD. PLATE (SEE STRUCTURAL) 6-77 (2) 2"X6" WD. PLATE (SEE STRUCTURAL) 7-7 FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING 7-50 MEMBRANE ROOFING TO GO UP AND OVER PARAPET 7-70 CONTINUOUS SEALANT AROUND STEEL PLATE 7-101 CONT. SEALANT BOTH SIDES 9-84 FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH 9-87 1X4 FOAM TRIM BAND 9-97 CORRUGATED STEEL SIDING 10-50 NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD (BY OTHERS) WALL SECTION DETAIL SCALE: 1 1/2" = 1'-0" 2X8 WOOD STUD (SEE STRUCTURAL) 2X8 FRT WOOD STUD (SEE STRUCTURAL) WALL SECTION DETAIL SCALE: 11/2" = 1'-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 10 I 6 6 I MID PARAPET "1-1X4 FOAM TRIM BAND ---CORRUGATED STEEL SIDING 2X8 FRT WOOD STUD (SEE - - STRUCTURAL) FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH (2) 2"X10" WD. PLATE (SEE STRUCTURAL). LAG BOLT (PER AWNING MFR. DWG.) AWNING BRACKET CONNECTED TO WALL (PER AWNING MFR. O DWG.) CONTINUOUS SEALANT AROUND STEEL PLATE CONTINUOUS SEALANT AROUND STEEL PLATE LAG BOLT (PER AWNING MFR. DWG.) ALUMINUM TUBE AWNING SYSTEM 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 ® mp/Vt 2017 AN RJ" Reselad project seal- -< �I CIO ,7 _ AR0p0823.2 t Y oft, AIA FL. RE . # AROW8232 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 OMAROi VE & GC REVISIONS drawing info (2) 2"X6" WD. PLATE (SEE PROJECT # : 16126 STRUCTURAL) DRAWN BY: AO CHECKED BY: RS FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH sheet number WALL SECTIONS & DETAILS A410 L 0 J c C .2 o a C L .L c2 'L 12 1 L 0 t ` � U 4-0 C + o U 02 O C o i w o �c�Qca� go'0'fi o � •� cnO L -.2 C ;., O o — a) U v�+3aQi oc �o c +' N M 00 E,�„+;oEO oo(•NM c+ru.EM o -0 .o L c +� c c a� @ oou M 0.W > r- (U:3 U U ��.L3u03 o M a,0 W+J4-- C E CE fold $ucic_� >t 10 B- ca��'0L W O .2 12MCWE a) H �5E5� E3Ww P Sm Eg6:2m :a��o33 o a" C U -o U 0)-o C.80 C Q Lu U M 'E E 0• L n_ o U U+� 3 a� v J y C + Ot M(x O tL � 4�0'Wo � $aL� _ : .I..i L '07 42 E QO N O� C C f6 N> to •0 EO O O y C t0 O f O rp .n U L t W + 'C N L E 0 U C .+0_ � C � O J O O C a) 41 w a) O d �' C ►Cr f0 'p O N O C C i_+ C ;;-- 0 N a) o +' O 'a V C = U 0 fO L fd C O L N d O i m ,rrnLcT (U E "0 •'�° 0 E W + Cc: Z o 40 - 2 Y ,v m zaip1�o Nvca�c Qct o M `n�°0; U) o 'Coo . o5 v0.c�'�ao ,z N 'E •L E W L U ++ — o �27 �'O�Oro La)�'ya 0 i ttLO a0, H U .L N N T m�E� L 0 � � g0 -or oro- 3rov E N 0U N U E ° o�v W$Y'aEva v cNa y -0 L U 0 U L O U j Ej U�t OWL 70 o O N O O L a✓ O.'i M CU 0 •¢ L 0 N to. -0 n3" �,_,�o cMo'�'� o cu o m0 o :3 _ E o 0 .L n N V 4-1 0 �cp�r-3°' O J 0 N o o E J vi 4vN�.�ow c m v — 0 cN9v, vOi 2 c � • C `.3 o Eu- a�0i "i aci(3) tC ..r m L d L fL0 L X L V •0 M W Q IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. A-1 0 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. S201 A STRUCTURAL ROOF FRAMING PLAN -ADMINISTRATION BLDG 3/16" =1'-0" ROOF FRAMING PLAN NOTES: 1. COORDINATE ALL ROOF SLOPES, DIMENSIONS, ELEVATIONS AND FINISH DETAILS WITH ARCHITECTURAL DRAWINGS. 2. ROOF DECK SHALL BE COMPOSED OF W THICK PLYWOOD SHEATHING FASTENED AS REQUIRED TO TOP OF WOOD FLOOR FRAMING (SEE GENERAL NOTES FOR ADDITIONAL INFORMATION). 3. ROOF FRAMING SHALL BE COMPOSED OF PRE-ENGINEERED, PRE -FABRICATED WOOD TRUSSES INDICATED SPACED AT 24" O.C. MAX. (SHALL BE DESIGNED AND DETAILED BY FABRICATOR'S SPECIALLTY ENGINEER IN ACCORDANCE WITH THE DESIGN CRITERIA INDICATED IN THE GENERAL NOTES. SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, TYPICAL. 4. ROOF TRUSSES SHALL BE FABRICATED USING 2x6 LUMBER EXCEPT HIGH END VERTICAL CHORD WHICH SHALL BE EXTENDED TO FORM PARAPET WOOD STUD WALL AND SHALL BE FABRICATED USING 2X8 LUMBER (TYP., U.N.O.). 5. ALL WALLS PARAPETS SHALL BE PRE -FABRICATED WITH ROOF JOISTS AS INDICATED (SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION). 6. MONOSLOPED ROOF TRUSSES TYPE -1 SPACED 24" O.C. MAX WITH TOP CHORD SLOPED 2"/FT AS SHOWN ON SECTIONS AND DETAILS (TYP., U.N.0) 7. TRUSSES TYPE -I1, TYPE -III, TYPE -VI, TYPE -V AND TYPE -VI INDICATES MONOSLOPED TRUSS MOMDIFIED WITH HIGH END VERTICAL CHORD WHICH SHALL BE EXTENEDED TO FORM PARAPET WOOD STUD WALL (SEE ROOF FRAMING PLAN, TYP.) 8. INDICATES 1-1/2" - 20 GA. GALV. TYPE -B "WIDE -RIB" METAL DECK BY "VULCRAFT" OR EQUA (SEE GENERAL NOTES FOR ADD'L DETAILS, 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. PLAN. PROJECT NORTH 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 ® m17 M ft�" Structural Intemational Building Consultants d Englnewl"DWgnSerulces Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project 0 � o W zz 0:5 z �� a J z M J �� o � Q � zc Z �LU � o v z� Z �W M � i:)= LLJ � <�- 0 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 SEr 4 2017 AUG 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : IBC -17017 DRAWN BY: WGL CHECKED BY: HSA sheet number ROOF FRAMING PLAN - ADMIN BLDG S201A O L J O o rn Eo 0 � ,go to L (V �a c U 0 }' aO+ o+ t �(ALtcoi,o to U Q = — c-2 o o�'EU0 In c o 5 — (2) - 2x8 TOP + 3 z PLATES — W c o S c 5 ,,, cn M O 0 E c rn @ r- o to c c }+ u 'E to •L.077 L 0 Q 0 O U @ W j L 3 C 'n L U in O u O rn o (U 4 � = Efi o'ti +O+ N cJ c W. i .,. +, W oO — � a E3w=c m E(u6Rw :a oto3� SE CL o 0 G 10 C U O i +•� �O LU�OUU41 ELF2E �o 3 (Ui -0 U m c + .2 W�a�a�i W ' _� ML$CaC ICU c N m ra .a tW L 4• L 25 U W W c to > to $ +JEcnoa`r'i c s W � Q�N�c @o 10 oC U O N +•QT E OC O = O N N p C -0 O O -- IV U E +� (u w .� o •a .2 C N c ya O (O c O N W W U C C U o =U O L ", 0 cc W 0rn •� L = '° W i E -v w U O vo`Ln, @.� vv L =,W,O CO--(,U oEn� �a>iCM -0 L W2 o.0-2,o'M 2 c o a W o $ c �co�ta -a W •c m o - c # o v m t�acte c1 °+�'� Es > —� �' o+' C` W �f6sW�a fLa �� L c ='3Y] to vT 'L� m N 5 1= O O C O q3m�0 W W uN v v000.200 W {h N C N Lo,ov v '= > L O U @3-= �r W'Lt �O O N ON = L Y Q'L W O o L o U- W W Q30 o M '2' (U cm E q a >-_=w•- M �N @ of ya W 4r. -,W S (N E o g2 c Si W CQ O J U .00E °' V L E W o .o w c•iu+� tAN— > > W O in C cN (=a W N O to E� U W �... N C aW+ N - 3 L Q U 'LO N N Q IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY I 3/4' PRE-ENGINEERED, PRE- PLYWOOD FABRICATED MONOSLOPE SHEATHING WOOD TRUSS 8"x24TIE BEAM — . w/ (2)-#5 BARS 16" EPI TOP & MIDDLE, (2)-#7 B ND BEAM BARS BOTTOM. I USE #3 STIRRUPS & 34' - 0 3/4" 8" THICK CMU WALL 4" THICK CONC. SLAB ON GRADE q - WF -3.0 1 STRUCTURAL SECTION - TRUSS TY S302A 114" =1'-0" PRE-ENGINEERED, PRE- FABRICATED MONOSLOPE WOOD TRUSS (2)-2x8 TOP PLATES 16" DEEP BOND BEAM 8" THICK CMU WALL A-2 I PEI -ADMIN BLDG THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET LOW PARAPET 16'-0" T.O. WALL 10'-0" B.O. BOND BEAM 8'-8" T.O.S 011 T.O. FTG. -l'- 4" 3 STRUCTURAL SECTION - TRUSS TYPE III - ADMIN BLDG S302A 114" =1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 2 STRUCTURAL SECTION - TRUSS TYPE II - ADMIN BLDG S302A 1/4" =1'-0" (A-1 (A-2 5 STRUCTURAL SECTION - TRUSS TYPE IV - ADMIN BLDG S302A) 114" =1'-0" 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. HIGH PARAPET 20'-0" T.O_WALL 10'-0" B.O. BOND BEAM 8' T.O._ _S 0.� T.O. FTG. MID PARAPET _ � 18'-0" L1 _T.O. WALL 10'-0" B.O. BOND BEAM 8'-8" T.O0. 0" T.O. FTG. -l'- 4" 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 ® Wpyright 2017 N Pi" Structural Intematlonal Building Consultants d Enolneering Design Services Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project 0 o LU zz (D Og W M w91 ~Oz ce0 0 LL. F- M Q v)W z o Z ten: U) o U HajLL LU M (a/1 UJ C) 2 F- 0 UJ a V) seal * PN S. �•�. .i. • 0 �r NIT53319 �. O F •�► O .?� /111111►1 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 # MID PARAPET — — — — — _ — — — 18'-0" 3/4" SCHEMATIC DESIGN SET PLYWOOD 2017 JUN 02 SHEATHING —y 3 2017 JUN 30 T.O. WALL — — — — — 10'-0" 100% CD PERMIT SET B.O. BOND BEA_. M Ad[_�j — — — — 8'- 8" \,1 4" THICK CONC. 8" THICKENED SLAB ON GRADE SLAB EDGE — T.O.S — Orr — — — — — — — T.O. FTG. -l'- 4" W F-3.0 3 STRUCTURAL SECTION - TRUSS TYPE III - ADMIN BLDG S302A 114" =1'-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 2 STRUCTURAL SECTION - TRUSS TYPE II - ADMIN BLDG S302A 1/4" =1'-0" (A-1 (A-2 5 STRUCTURAL SECTION - TRUSS TYPE IV - ADMIN BLDG S302A) 114" =1'-0" 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. HIGH PARAPET 20'-0" T.O_WALL 10'-0" B.O. BOND BEAM 8' T.O._ _S 0.� T.O. FTG. MID PARAPET _ � 18'-0" L1 _T.O. WALL 10'-0" B.O. BOND BEAM 8'-8" T.O0. 0" T.O. FTG. -l'- 4" 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 ® Wpyright 2017 N Pi" Structural Intematlonal Building Consultants d Enolneering Design Services Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project 0 o LU zz (D Og W M w91 ~Oz ce0 0 LL. F- M Q v)W z o Z ten: U) o U HajLL LU M (a/1 UJ C) 2 F- 0 UJ a V) seal * PN S. �•�. .i. • 0 �r NIT53319 �. O F •�► O .?� /111111►1 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 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : IBC -17017 DRAWN BY: WGL CHECKED BY: HSA sheet number FRAMING SECTIONS - ADMINISTRATION BLDG S302A 0 i U L O J t c c o o 0 rn c .c •L !a •� 32BE0 ola,c o t � N i U ++z lncc+o c 3 la w- 0 a)8 w co.,oa�oc co O U c21 oil .0 U ¢ c N q Z L " c O o cu O)�Ut; 10 �-0+3a�i ICU c o c c y ++ tn f0 O E f° c o 0 o v -. m c+�v'Em 2_1 -DcZDc m 0 CL > r v v Ccoil v to 3 o`o= o rn o OJ 45 E*' c v L O C•—J IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY MASONRY WALL REINFORCING: (VERT.) SEE PLAN FOR SIZE AND LOCATION INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH SIDE OF MASONRY OPENING - GROUT FILL SOLID HORIZ. CELLS) TYP. iORD. W/ ARCH'L DWGS. (RECAST "U" ITEL PRECAST "U" LINTEL OVER ALL MASONRY OPENINGS, SEE "LINTEL SCHEDULE" DETAIL 3/S3.2 FOR SIZE AND REINFORCING INFORMATION. (TYP.) NOTE: COORDINATE ALL MASONRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) VERTICAL DOWEL (FROM FOUNDATION) SIZE AND LOCATION TO MATCH THAT OF MASONRY WALL REINFORCING. T/CONC. SLAB GFF PI AN 3+'m_J I I t(U43v; c S .o >, 5 o .o I a.+ ZD La M C TYPICAL REINFORCING AT MASONRY (DOOR) OPENINGS E 3 c a°�i 0 to � `' S601A ��'°33 10 " - 1-011 314- 00� MATCH BEAM CIL =MB REINFORCING � �u 48db �8L 3 L NOTE: CO W D .��U REFER TO PLAN AND DETAILS FOR 7 �[ U m E SIZE AND QUANTITY OF BEAM REINF. E 8!G.2 o :. 3 a�vV TYPICAL BOND BEAM AND CORNER REINFORCING N = + J C -WLMV WALL (TYP.) o BOTTOM BARS REINFORCING 0I ICU �' }; T. & B. BARS S 0 ' TYP- AND SUPPORT " -a , i c °.• 1n ,a i• ° M �a a� E SIZE AND SPACING. N ''- ' N INTO LINTEL I --��I?-►�►1.-' CONC. FILLED CELLS WITH VERTICAL BARS EXTENDING THRU BEAM � L -BARS TO .2 E o MATCH BEAM N G c REINFORCING cn L i M TYP. a(1)'a'A 3 E o fi o NOTE: *' o ra m REFER TO PLAN AND DETAILS FOR o a 3 a SIZE AND QUANTITY OF BEAM REINF. + aco _JJL TYP. - E uo �� o� 4 TYPICAL BOND BEAM AND CORNER REINFORCING o O ® I 1 • II� ��Il�li\ v cto 0 O � °� O S601A 314" =11-0" "n 3:M E a • C, L c c +� � ¢ I�'I�I.I.�II'�� MASONRY CONTROL JOINT @ TEE INTERSECTIONS, 2017 JUN 02 v 3 TYP. U.N.O. BID SET ra�=E 3# TIES @ 6" O.C. (MAX.) O U M - L OVER MASONRY .EE Uv OPENING. v cto 0 O � °� O S601A 314" =11-0" "n 3:M E a • C, L c c +� � ¢ �' MASONRY CONTROL JOINT @ TEE INTERSECTIONS, 2017 JUN 02 v 3 TYP. U.N.O. BID SET ra�=E 3# TIES @ 6" O.C. (MAX.) O U M - L OVER MASONRY .EE Uv OPENING. N °- O m 4N C SCHEDULE -Lm' °�' + TIES OVER MASONRY 9 GA. WIRE LADDER WALL (TYP.) a c o o BOTTOM BARS REINFORCING MID -DEPTH BARS E a `x = #(5) VERT. AT 16"' () 6" TYP. ' TYP- AND SUPPORT " -a , (v L fv 75 °.• O.C. WITH STANDARD HOOK i• ° c� LCL SIZE AND SPACING. - a v = N o o INTO LINTEL I U) f0 5-L o ,., m �/ �- CONCRETE COLUMNS/ - L ,o U .L - °B c o 0 -0 m 0 2 M 's i f0 mCL tj J3 L 14e)(u a� alit E� -t 0) N O L N 10 LO L ? O S Z 6" MIN. SPLICE TWO REINFORCED TERMINATIONS, AND JAMBS AT OPENINGS T-0" OR WIDER. VERTICAL BARS IN GROUT FILLED CELLS. TYPICAL AT CORNERS, INTERSECTIONS, EACH SIDE OF WALL OPENINGS, AND AT WALL TERMINATIONS. NOTES: 1. TYPICAL WIRE LADDER REINFORCEMENT FOR ALL C.M.U. WALLS SPACED @ 16" O.C. VERTICALLY. PROVIDE ADDITIONAL LAYERS ABOVE AND BELOW WINDOW AND DOOR OPENINGS 2. SEE PLAN FOR SIZE AND SPACING OF VERT. REINF. BARS. 3. USE PREFABRICATED L -SHAPED WIRE SEGMENTS AT WALL INTERSECTIONS. [_4. TERMINATE HORZ. WIRE REINFORCING AT CONTROL JOINTS LOB -0-4 W REIN' TYPICAL HORIZ. WALL REINFG / VERT. CORNER G > .0 5 -- c o v c 0 0.0 0 0 S601A 314" =11-0" "n 3:M E it _J T_ _7,L:�:] it l l I, i ill Ili ill Ili ill Ili N •o N � v O U _a a. O 4 -00 2017 JUN 02 v 3 au BID SET c't .0 o 0 3# TIES @ 6" O.C. (MAX.) O U M - L OVER MASONRY s n a o OPENING. N °- O m 4N C SCHEDULE 0 0-0 t ,,, TIES OVER MASONRY no o w WALL (TYP.) 3 0 BOTTOM BARS o c�� > MID -DEPTH BARS c THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. MASONRY WALL REINFORCING: (VERT.) SEE PLAN FOR SIZE AND LOCATION INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH SIDE OF MASONRY OPENING - GROUT FILL SOLID HORIZ. CELLS) TYP. 2 TYPICAL RE S601A 3/4" =1'-0" I I INFORCING AT MASONRY OPENINGS b - , TIE BEAM REINF 3/8"x1" (VERT.) JOINT CONT.3/g" AT THROUGH JOINT EACH SIDE OF CONC. JOINT TIE BEAM. AT TIE BM./BM. SEALANT AND BACK-UP ROD PER ARCH DETAILS STOP REINF'G. IN KNOCK -OUT BOND BEAM TYP. - 3/8" JOINT PREFORMED JOINT FILLER rr�r - i .rami AT BOND BEAM STOP "DUR-O- 3/8" WAL" JOINT SEALANT AND BACK-UP ON EACH SIDE OF ROD JOINT TYP. PER ARCH DETAILS i PREFORMED JOINT FILLER d -- i° KEEP JOINT FREE OF REINF. FILLED CELL DEBRIS DURING EACH SIDE OF CONSTR. TYP. JOINT 3# TIES @ 6' O.C. (MAX.) 1/3 "12" CR CONT. W/ (1) BAR EQUAL OVER MASONRY WICHEVER IS TOP BARS, EXTENDED TO OPENING. • GREATER. THRU CANTILEVER. TYP. WALL REINF. - TERMINATE TOP BARS AT FOUNDATION W/STANDARD 90d HK. AL SEE PLAN T/TIE BEAM NOTE CARRY MASONRY EXPANSION JOINTS THRU INTERIOR MASONRY WALLS. SPACING FOR CONTROL JOINT COORDINATE WITH ARCH. 2 x WALL HEIGHT = SPACING IN FEET (NOT TO EXCEED 25'-0") 91 o AN D TI E B EAM D I G RAM REINFORCING. (TYP.) TYPICAL MASONRY JOINT DETAILS L U a)9 6 TYPICAL CONCRETE BEAM 7 0 J S �' S601 A � • t Q � N.T.S. 2 �v m S601 A 3/411=1'-0'1 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. I H15 5HtET 1S PAR I OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. COORD. W/ ARCH'L DWGS. B/PRECAST'I LINTEL PRECAST 'I LINTEL OVER ALL MASONRY OPENINGS, SEE "LINTEL SCHEDULE" DETAIL 3/S3.2 FOR SIZE AND REINFORCING INFORMATION. (TYP.) NOTE: COORDINATE ALL MASONRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) COORD. W1 ARCH'L DWGS. T/MASONRY OPENING SILL HORIZONTAL REINFOECING: SAME AS THAT WHICH IS TO BE PROVIDED IN PRECAST "U" LINTEL (ABOVE) SEE "LINTEL SCHEDULE" FOR SIZE, SET IN KNOCK -OUT BLOCK LINTEL COURSE, FILLED SOLID. (TYP.) EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CAST IN PLACE REINFORCED CONCRETE TIE BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION. SEE PLAN FOR SIZE AND LOCATION HORIZ. JOINT REINF. @ 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICE 6". USE PREFAB L'S AT WALL INTERSECTIONS GROUT FILLED CELL MORTAR ACROSS WEBS ADJACENT TO / FILLED CELLS \ MASONRY UNITS —� MEN 3 TYPICAL MASO S601A 314" =1'1 -- - SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS NOTE: PROVIDE ALL CLEAN OUTS ON OPPOSITE SIDE OF VIEW, WHERE EXPOSED. NRY WALL CONSTRUCTION CONCRETE COLUMN SCHEDULE WIDTH NOTE: COLUMNS SHOWN MARK WIDTH X DEPTH TYPE LENGTH STEEL REINFORCEMENT BARS REMARKS • ARE CONCEPTUAL ONLY VERTICAL HORIZ. TIES CC -1.0 8"X1611 TYPE -A WALL (8) - #5 #3 @ 12" O.C. CONCRETE WALL L -COLUMN HEIGHT n. DOVETAIL ANCHOR: BY DUR-O-WALL OR APPROVED EQUAL.(TYP.) DOVETAIL SLOT:BY DUR-O-WALL OR APPROVED EQUAL. (TYP.) DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEM. THIS (TYP.) - T.O. FTG. (SEE PLAN) CAST -IN-PLACE CONCRETE SLAB SEE PLAN FOR SIZE AND REINF'G. (NP.) . DESCRIP'TIOM it _J T_ _7,L:�:] it l l I, i ill Ili ill Ili ill Ili (IF REQUIRED) ITRI _a a. 2 2017 JUN 02 ia .2 CM 75 3 2017 JUN 30 BID SET 4 ^ o a o LINTEL, SEE LINTEL 5 _ PERMIT COMMENTS m o $fi o SCHEDULE d 3 c 3 c " a ° BOTTOM BARS ° ADDN'L TOP BARS SEE "CONCRETE BEAM ,o o B ro - tf L +-� = #(5) VERT. AT 16"' () 6" TYP. ' TYP- AND SUPPORT " -a , SCHEDULE "FOR BAR v o Lj 0 av c a J E O.C. WITH STANDARD HOOK STIRRUPS (IF REQUIRED) - .:i SIZE AND SPACING. - a v = N o o INTO LINTEL I �/ �- CONCRETE COLUMNS/ - L ,o U .L - °B �� " L1 L2 TIE COLUMNS: SEE C:9 PLAN AND SECTIONS In L to c c N rn �Ei - OR SIZES AND CARRY MASONRY EXPANSION JOINTS THRU INTERIOR MASONRY WALLS. SPACING FOR CONTROL JOINT COORDINATE WITH ARCH. 2 x WALL HEIGHT = SPACING IN FEET (NOT TO EXCEED 25'-0") 91 o AN D TI E B EAM D I G RAM REINFORCING. (TYP.) TYPICAL MASONRY JOINT DETAILS L U a)9 6 TYPICAL CONCRETE BEAM 7 0 J S �' S601 A � • t Q � N.T.S. 2 �v m S601 A 3/411=1'-0'1 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. I H15 5HtET 1S PAR I OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. COORD. W/ ARCH'L DWGS. B/PRECAST'I LINTEL PRECAST 'I LINTEL OVER ALL MASONRY OPENINGS, SEE "LINTEL SCHEDULE" DETAIL 3/S3.2 FOR SIZE AND REINFORCING INFORMATION. (TYP.) NOTE: COORDINATE ALL MASONRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) COORD. W1 ARCH'L DWGS. T/MASONRY OPENING SILL HORIZONTAL REINFOECING: SAME AS THAT WHICH IS TO BE PROVIDED IN PRECAST "U" LINTEL (ABOVE) SEE "LINTEL SCHEDULE" FOR SIZE, SET IN KNOCK -OUT BLOCK LINTEL COURSE, FILLED SOLID. (TYP.) EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CAST IN PLACE REINFORCED CONCRETE TIE BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION. SEE PLAN FOR SIZE AND LOCATION HORIZ. JOINT REINF. @ 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICE 6". USE PREFAB L'S AT WALL INTERSECTIONS GROUT FILLED CELL MORTAR ACROSS WEBS ADJACENT TO / FILLED CELLS \ MASONRY UNITS —� MEN 3 TYPICAL MASO S601A 314" =1'1 -- - SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS NOTE: PROVIDE ALL CLEAN OUTS ON OPPOSITE SIDE OF VIEW, WHERE EXPOSED. NRY WALL CONSTRUCTION CONCRETE COLUMN SCHEDULE WIDTH NOTE: COLUMNS SHOWN MARK WIDTH X DEPTH TYPE LENGTH STEEL REINFORCEMENT BARS REMARKS • ARE CONCEPTUAL ONLY VERTICAL HORIZ. TIES CC -1.0 8"X1611 TYPE -A WALL (8) - #5 #3 @ 12" O.C. CONCRETE WALL L -COLUMN HEIGHT n. DOVETAIL ANCHOR: BY DUR-O-WALL OR APPROVED EQUAL.(TYP.) DOVETAIL SLOT:BY DUR-O-WALL OR APPROVED EQUAL. (TYP.) DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEM. THIS (TYP.) - T.O. FTG. (SEE PLAN) CAST -IN-PLACE CONCRETE SLAB SEE PLAN FOR SIZE AND REINF'G. (NP.) STANDARD 90° HOOK (TYP.) CONC. COL. W NOTE: p COCRETE COLUMNS MAY • • _ [BE OVER POURED TO SUIT BLOCK COURSING. SIZES CAST -IN-PLACE CONCRETE SHOWN ARE FOR MIN'S_�] TIE BEAM SEE SCHEDULE FOR DEPTH REQUIRED AND FOR COLUMN SIZE AND REINF'G. TYPE -A TIES (CAGES) (NP.) T.O. TIE BEAM STANDARD 90° HOOK (TYP.) (SEE PLAN) nil,111�111" DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEM. THIS (TYP.) F_ OVETAIL SLOT:BY „ D — — DUR-O-WALL OR APPROVED EQUAL. (TYP.) L DOVETAIL ANCHOR: BY T' I DUR-O-WALL OR APPROVED NOTE: CONCRETE COLUMNS MAY BE OVER PROUD TO SUIT I �7 BLOCK COURSING. SIZES SHOWN ARE FOR MIN'S REQUIRED AND FOR COLUMN - F' TIES (CAGES) ---` rd.-�°,d TURN 1/2 BLOCK ON `T EDGE EVERY 2nd. COURSE (TYP.) J 'a DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-# TEMP.TIES (TYP.) AL T/FOOTING ° °� I `° •1. SEE PLAN ° _- -Al LCAST -IN-PLACE CONCRETE STANDARD 90° HOOK (TYP.) SLAB SEE PLAN FOR SIZE AND REINF'G. NOTE: (TYP.) SEE DETAIL ABOVE ON THIS SHEET FOR ALTERNATE CONDITION TYPICAL REINF. CONC. WALL COL. SECTION DETAIL EQUAL.(TYP.) 3/4" DIA. HILTI'S HIT Y 200 EPDXY ADHESIVE ANCHORS EMBDED 6" INTO CONC. BEAM SPACED AT 24" O.C. (TYP.) (2)-#5T.O_WALL 10,-0" 9 #3 TIRRUPS @ 8" O.C. #3 o TIES @ 8" O.C. CV a.. . (2)-#5 (2)-#7 7 5/8" 8"x24" TIE BEAM REINFORCEMENT DIAGRAM tACH 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 ® GDVf ht 2017 M Rights Structural 'u IBC Intemational Building Consultants d Engineering Design Semices Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project 0 o UJ ;7z �Og W� w �.o ' aN ,J �Z CdM J �� O � LL V Z� o z z UJ M UJ C)= � ao s e a �� Q� ••�G E N SF• G'Q��i 4.00 *: .. ir •� ;� ir,TE OF � 0�"FsS/....... ��C�,� 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 DESCRIP'TIOM it _J T_ _7,L:�:] it l l I, i ill Ili ill Ili ill Ili 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 SET 5 2017 NOV 08 STANDARD 90° HOOK (TYP.) CONC. COL. W NOTE: p COCRETE COLUMNS MAY • • _ [BE OVER POURED TO SUIT BLOCK COURSING. SIZES CAST -IN-PLACE CONCRETE SHOWN ARE FOR MIN'S_�] TIE BEAM SEE SCHEDULE FOR DEPTH REQUIRED AND FOR COLUMN SIZE AND REINF'G. TYPE -A TIES (CAGES) (NP.) T.O. TIE BEAM STANDARD 90° HOOK (TYP.) (SEE PLAN) nil,111�111" DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEM. THIS (TYP.) F_ OVETAIL SLOT:BY „ D — — DUR-O-WALL OR APPROVED EQUAL. (TYP.) L DOVETAIL ANCHOR: BY T' I DUR-O-WALL OR APPROVED NOTE: CONCRETE COLUMNS MAY BE OVER PROUD TO SUIT I �7 BLOCK COURSING. SIZES SHOWN ARE FOR MIN'S REQUIRED AND FOR COLUMN - F' TIES (CAGES) ---` rd.-�°,d TURN 1/2 BLOCK ON `T EDGE EVERY 2nd. COURSE (TYP.) J 'a DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-# TEMP.TIES (TYP.) AL T/FOOTING ° °� I `° •1. SEE PLAN ° _- -Al LCAST -IN-PLACE CONCRETE STANDARD 90° HOOK (TYP.) SLAB SEE PLAN FOR SIZE AND REINF'G. NOTE: (TYP.) SEE DETAIL ABOVE ON THIS SHEET FOR ALTERNATE CONDITION TYPICAL REINF. CONC. WALL COL. SECTION DETAIL EQUAL.(TYP.) 3/4" DIA. HILTI'S HIT Y 200 EPDXY ADHESIVE ANCHORS EMBDED 6" INTO CONC. BEAM SPACED AT 24" O.C. (TYP.) (2)-#5T.O_WALL 10,-0" 9 #3 TIRRUPS @ 8" O.C. #3 o TIES @ 8" O.C. CV a.. . (2)-#5 (2)-#7 7 5/8" 8"x24" TIE BEAM REINFORCEMENT DIAGRAM tACH 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 ® GDVf ht 2017 M Rights Structural 'u IBC Intemational Building Consultants d Engineering Design Semices Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project 0 o UJ ;7z �Og W� w �.o ' aN ,J �Z CdM J �� O � LL V Z� o z z UJ M UJ C)= � ao s e a �� Q� ••�G E N SF• G'Q��i 4.00 *: .. ir •� ;� ir,TE OF � 0�"FsS/....... ��C�,� 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 DESCRIP'TIOM 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 SET 5 2017 NOV 08 PERMIT COMMENTS 7 20180MARCH VE & GC REVISIONS drawing info PROJECT # : IBC -17017 DRAWN BY: WGL CHECKED BY: HSA sheet number TYPICAL MASONRY DETAILS S601A 0 i� c �i m 1n C E 0 v �� U O }' O O V N .i L � LL o � W 0�.3 •� N a� O V N Q m E o E Ecg : + o�� o (A 'a W C 0 L O C N � Ctai V O n O E 4, a o ' � 4-- L o2oa,o °vEEs oy E o m O -a c�zo 2v�0 y m �n iii E_`°'�"o X 3 C C) c :9 :2 C-0 o N COT a+ -au oaq)i > E m� a� J E O O'J t:e Ili y s i o vsQ a� �2 jd 3 U 'o {/� BB + E li `,:V,•jo & 8.2 U aO v)'L t E UP c ` o E O O Q OC - U 1v U.- � + ,L E m O 3'd + C Or - 0 0' O Y L G2 N N O v o L vv ��WU 0E-�v; U�Ov N f0 L N C ,p v � � 0 0 @ o a� 0 d E 0 CL n r- ioc8�E o UB SO 'r- Wc`�3� UO � CL= ` C O C 00 E- 0 0 0 o,ou� ro� oS� C CU i 0v_ f0 N U > O C >-a 2.5 W CIL'30 rn ° 0 --Ov nY r�° U C mi o a - o .a✓ �o�'a0 1n0BcE rnM c -0o 0 E�O�ro O f 'cg C 0 0+�- a� `- N C ° J 'D �- m O J m O O N >n a4-PW.0 w.2 5 -0 m rna•_S -or- a o^ i , 3 E 0 E a✓ Ot 0 G E E L Q .N ° s16pCF- c c ° m o` m °Oc p C V + ' N 0 E O C 0 7 2 p fy0 C 0 m aj N C '+ C_ yt,, C 7 *r_3>>tE 1R.8 U P 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. A EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. ! #14 MANUFACTURER- SQ 0 DESCRIP ION 1 MAIN OPTIONS REQUIRED EQUIPMENT PANEL NAME: LA 2017 JUNE 02 MOTOR (LARGESTI• 3 TYPE NQCO BID SET ® ' ®•iiii MCB- N/A AMPS i LOCATION: Mech Room ROADESCRIPTION • DROP • 12018 MARCH 02 VE & GC REVISIONS AIC RATING: 35 K AMPS MLO- 250 AMPS MOUNTING°' SURFACE VOLTS L -N- 120 VOLTS L -L' 206 PHASE 3 V V SE RATED: 'YES GFI PROT° NIA SHUNT TRIP: WA NEMA TYPE: 1 i IETH 20-00 DEPTH : 575 IN IN CKT N3. IDENTIFICATION L LOAD/PHASE A D (KVA) CIRCUIT BREAKER LOADIPSE (KVA) HA L a IDENTIFICATION D CKT 140 N O T E S TRIP P P TRIP A B C A B C 1 HALL LIGHITING L 0,50 20 1 1 20 1.28 IR OFFICE RECEPTAC.ES 2 3 OFFICEICONIF ROOM LIGHTING L 350 20 1 1 20 1.44 IR OFFICE RECEPTAC-ES 4 5 7 EXTERIOR LIGHTING RESTROOWOFFICE LIGHTING L L 0,50 050 20 20 1 1 1 20 1 20 1.44 ,.44 IR OFFICEILOBBY RECEPTACLES R LOBBY/RESTROOt4 RECEPTACLES a 9 LOBBY LIGHTING L 3 20 1 2 40 3.10 3.10 IWIA-1 E 10 12 11 EF -1, EF -2, EF -3 E 030 20 1 13 15 rwt#-3 E 8.25 so 2 2 40 3.10 3.70 E IWH-2 14 18 E 6.25 20 1 1 20 18 1� 21 AHU•1 E 402 60 3 11 20 1 072 1 R BREAK ROOM RECEPTACLES 20 E 4.02 11 20 0-36 R BREAK ROOM RECEPTACLES 22 E 4.02 , 20 1.44 R OFFICE RECEPTAC_ES 24 26 27 20 AHU-2 E 4,02 60 3 1 20 1.28 R OFFICE RECEPTAC_ES 26 E 4.02 9 20 1.08 R CONFERENCE ROOM RECEPTACLES 28 E 402 1 20 036 R CONFERENCE ROOM RECEPTACLES 30 31 33 CU -1 E 1.80 20 3 1 20 1.08 R OFFICE RECEPTAC-ES 32 E 1.80 1 20 0.90 R OFFICE RECEPTAC-ES 34 35 E 180 1 20 036 R JAN CLOSETJMECH ROOM RECEPTACLE 36 37 CLI -2 E , 20 3 1 20 0.x5.0 R COMM RACK RECPETACLE 38 E 1_� 1 20 000 S SPARE 40 41 E 1.80 1 20 0-00 S SPARE 42 43 20 , t 20 44 45 201 1 20 46 47 20 , 1 20 48 20 1 1 200 , 20 1 - 20 01 0 01 0.01 E E SURGE PROTECTOR E- ---- -.--.. 50 52 54.. aa9 l 20 1 53 - 1 20 1 18.9 189 12.4 S.4 10.0 8 7 DEMAN IOEMAN TOTAL CONNECTED KVA- 715.29 CONN ' LOAD (KVA) 0 FACTO 0 L4AA0 (KVAI R TOTAL CONNECTED ANMStPH: TOTAL DEMAND KVA- 212 75.10 LIGHTING (L) 2.50 1.25 3.13 TOTAL DEMAND AMPSIPH: 209 RECEPTACLES 1ST 10 KVA(R) 10,00 1.00 10.00 RECEPTACLES OVER iDKVA(R) 3-64 3.60 1.82 NOTES: HVAC EQUIPMENT (H) 0.00 1.00 0.00 APPLIANCES (A) 0.00 100 0.00 EQUIPMENT (E) 60.15 1,00 6D.15 LARGEST MC;TOR (M) 0.00 1,25 0,00 OTHER (C) 0.00 1.00 000 SPARE (S) 0.00 too 1 000 LINKED PANEL (P) INCLUDED IN ABOVE T7TALS A EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. ! #14 I DATE DESCRIP ION 1 • 1011,1121 a 101' ! •`•` ! i • • • !"Rgell EQUIPMENT 2 2017 JUNE 02 MOTOR (LARGESTI• 3 2017 JUNE 30 BID SET ® ' ®•iiii 100% CD PERMIT SET 5 i PERMIT COMMENTS ROADESCRIPTION • DROP • 12018 MARCH 02 VE & GC REVISIONS N_ REFER TO NEC 250-52. FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM IS DESIRED PROVIDE FEEDERS AS FOLLOWS: 250A SERVICE - (4)1350, (1)12G 300A SERVICE - (4)1500, (1)12G WILDING STEEL METAL WATER MAIN :OUND RING D GROUND ROD NOTE: CONNECT ALL E►MM;MCY RALLASTs ENM ENCY BATTERY UNITS AND EXISTS AHEAD OF ALL SMTCWG M LOAD LIGHTING CIRCUIT. GROUNDING ELECTRODE 1 E3.0 EXISTING 300KVA UTILITY TRANSFORMER PNL O2 LA 250 MLO ►ee PLAN KEY NOTES: 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER. 2. PROVIDE NEIN 225A MLO PANEL 3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY COMPANY FOR EXACT LOCA11ON OF METER AND ALL OTHER REQUIREMENTS. 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 ® mPFW* 2017 N R" R -d 0411)') IB'C III�Rt71AhQBiI I�Illc%ail� d Oen Se>vices inc, 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project 0 0 wZ (.D:5 Z p �^ W aN J z o°c i U 0 oZ ww ILIJ M� LU= 0 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 # I DATE DESCRIP ION 1 12017 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 12018 MARCH 02 VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: PG CHECKED BY: SS sheet number ELECTRICAL RISERS, DETAILS & PANEL SCHEDULE E301A .@ O y a O N " to tnL tZ c c C21. N E a) c po U V (n �O J o vL c3v I o E N 3 .E E v cIE oEEcg C N U + .a W o 1n cC'. 'a .0 75 �5pm � c 5 = O a' O onov c- 2� L E O 2 oma' L � 0v E 0 m a ct>`4- i o M V >3caci o � E 0- E o 3 8 .G is TCav 2 "n io -O GO) E c 0 � U C O c `a o c Lo c U °J a>i E n v� O i E 7 U .0 .2 C 1 L H L. 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ALWAYS REFER TO THE LATEST DRAWING SET. 01 (TYP) LA -1 ® DA (TYP) OFFICE O LA -3 DT LA0-1 LJ LJ ` FF�EA- C FFRE 29 SF 112 SF LA 3 fA (TYP) LA 3 I I 7 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL # LAMPS TYPE VOLTS MOUNTING 50% DD SET 3 WATTS BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 LOW PROFILE BATTERY BACKUP PERMIT COMMENTS 7 2018 MARCH 02 VE & GC REVISIONS BP EMERGENCY LIGHTING UNIT. (2) 5AW 15 2 - 120V UNIVERSAL KRYPTON LAMPS. SKYLINE LIGHTING XTR 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 OWNER/ENGINEER APPROVED EQUAL 2'x4' ARCHITECTURAL LED TROFFER. 120-277V INPUT VOLTAGE. PROVIDE WITH FA WHITE DRYWALL GRID ADAPTOR. 50 - LED 120V RECESSED CREE CR24-50L-40K GRID ADAPTOR: DGA24-WHT O I EAPR V E COST LESS LIGHTING 01 EXTERIOR WALL PACK 30 LED 120V WALL 06-LEDWPA25W P1 PENDANT MOUNTED FIXTURE TO BE 100 LED 120V PENDANT SELECTED BY OWNER/ARCHITECT LED EXIT SIGN WHITE, POLYCARBONATE HOUSING. PUSH TO TEST BUTTON. X1 GREEN LETTERS. 15 - LED 120V UNIVERSAL SKYLINE LIGHTING: SLX U 1 G W OWNER/ENGINEER APPROVED EQUAL Em 1. ALL FIXTURES 120 VOLT UNLESS OTHERVISE NOTED. 2. FUTURES WITH ELECTRONMC BALLAST SHALL HAVE 10% MAXIMUM K RMON I C DISTORTION. 3 FINAL FUTURE FINISHES SHALL BE SELECTED DURING SUBWITTTAL PROCESS BY ARCFKTECf/ENgNEER FROM EXTENDED STANDARD COLOR CHARr FOR EACH FUTURE. LA -1 LA -5 2 O ECUTIVE =CTOR RM 191 SF LA -3 O HALL LA -1 611 SF LAA 1 DT CONFERENCE RM LA -3 37LA� ADMINISTRATION BUILDING - LIGHTING PLAN 1 SCALE: 3/16" = 1'-0" OFFICE 112 LA -3 LAA -1 11� LA -03 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. GE14EFAL NOTES: a. REFER TO SYMBOL LEGEND NOTES ON SHEET E001. b. REFER TO BOOK SPECIFICATIONS. C. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO COORDINATE EXACT PLACEMENT OF ALL DEVICES, EQUIPMENT, FIXTURES, SWITCHES, AND OUTLETS. d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY UNITS AND EXITS AHEAD OF ALL SWITCHING TO LOCAL UGHTING CIRCUIT. e. ALL MOTION SENSOR DEVICES SHALL BE CONNECTED AHEAD OF ALL LOCAL SWITCHES. f. MOTION SENSOR LOCATIONS ARE SHOWN FOR GENERAL INFORMATION. LOCATE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. LOCATE MOTION SENSORS A 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. i. ALL EMERGENCY WALL PACKS ARE TYPE "BP" UNLESS NOTED OTHERWISE PLAN KEY NOTES: 1. ALL EXTERIOR LIGHTS SHALL BE CONTROLLED VIA ROOF MOUNTED PHOTOCELL CONTRACTOR SHALL COORDINATE WITH OWNER/ARCHITECT FOR EXACT LOCATION.000RDINATE ALL LOCATIONS AND QUANTITIES OF FIXTURE WITH ARCHITECT. 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 @ 0Wv1W* 2017 N R" Resmed 'U IBC 11111" rIat{onali & tft tofmauft 6 0Wn Senesces kv- 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 project 3.; (4.7 1 6 i O LLJ Z i -7-7-777 r, ��1 1 - — �u A -o W M I � 0 i LA -5 Ji J� -- - (� - LA -5 z M y �a-1 ce J --Lr-7— - O L. U. UJ z 7 1 — --- -- 111C Icec I O O y LA -07 J- �►� _� COPY/FILE RM M LL 6 O Z �' - d ��t = - ( U� I L� LA -9 S i_.--�`�-- - _ =7 � --- F Z Q W W v) i - -- hl bNO IS MEN'S O —7 4 �i nI� l � LA- 146 SF JA C SET UJ o F L IFDI ---�pJ -A, A LA -9 LA -9 -- LA -5 O V lot L� 1 DT LAO -1 L� 1 LA0 -1 DT LA -1 I LOBBY 01 LA -9 226 SF LA4 N (I I! OFF - u h --i 97 ' I , i I , P1 (TYP) q O O (;IN I I � t ILA -5 l V LA -5 II l r-+ 3� /4 i OFFICE 99 SF O _-� 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. 5 BREAK 163 Sr LA -5 LA - Di LA -5 C: LA -5 A-2 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. o KEY PLAN PROJECT NORTH s e a �• C✓_® ®m Rk r tv, m Vw,/ cm j �o � A 771 4a , OF / 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 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 into PROJECT # : 16126 DRAWN BY: PG CHECKED BY: SS sheet number ADMINISTRATION BUILDING - LIGHTING PLAN