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HomeMy WebLinkAbout3706 Sanford Ave 17-2600 Plans revision new constructionRevision 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: *9766 S,,A ,, ScAiz� t+uc , S4wrdKb 1, PL-- Contact: STEVLL14C, LAtJG L Ph: qyi — 819 — al Sb Fax: Email: 5lavv,1-e y C col l c&c.e - id a . cc*v7 Trades encompassed in revision: General description of revision: j L� Building EX ►w �n,ski eVtSrv✓) G10I W.11 S,6cttv0 VZOSOL/14s, L,or' ( r wAre y-e _vts(GVts w;rydLr�; sc-�edule ❑ Qev s w�5. 54vuLU4 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. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. 00 1 E �o $ �;0 �'v3c IM CU SOUTH EAST REGION - ORLON DO w 1a O 2 .Z 4�Jp L O 5b10 a, O ,2- $ ,2 O'v,'8 m ' SUBMISSION #7 ��0 LE'u�� t c o, „ a L Q '�"' N N ++ oVE & GC REVISIONS oa�i6 ag 0 6 M S �5 E:O (2018 MARCH 02) L L f0 �- 1 41 > f0 > U C -a�if6`+�vOi vi4'3U DORMITORY N "All L tCUl, Z5 J L 2 oo>, C5. V _ ,r oo5-a c 1 ao L L U ABBREVIATIONS rn� M 4 'M L (E) EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING c N V E (N) NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD .2 .a ) ACT ACOUSTICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING) C E v AFF ABOVE FINISHED FLOOR FT FOOT (FEET) PROP PROPERTY E- AFG ABOVE FINISH GRADE FTG FOOTING PRTN PARTITION O O t0, ALT ALTERNATE FV FIELD VERIFY PT PRESSURE TREATED N a ALUM ALUMINUM GA GAUGE PTO PAINTED jL, N N ANCH ANCHOR GALV GALVANIZED QT QUARRY TILE 7 N APPROX APPROXIMATE GC GENERAL CONTRACTOR R RADIUS O E ARCH ARCHITECT(ARCHITECTURAL) GL GLASS REINF REINFORCED (REINFORCING) 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 BrM BOTTOM HORIZ HORIZONTAL S SOUTH O C 5 BTWN BETWEEN HP HIGH POINT SCHED SCHEDULE p� + VO C BUR BUILT-UP ROOF ID INSIDE DIMENSION SEC SECTION y CI CONTROL JOINT INCDSNT INCANDESCENT SF SQUARE FEET (FOOTAGE) 41 O N 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 2 N J CONC CONCRETE LAV LAVATORY SS STAINLESS STEEL ! E J CONST CONSTRUCTION LB POUND STD STANDARD Ep i CONT CONTINUOUS LH LEFT-HAND STL STEEL Id - CT CERAMIC TILE LP LOW POINT STRUCT STRUCTURAL -N 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; IIO 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 V a DS DOWNSPOUT MISC MISCELLANEOUS THRES THRESHOLD J 2 O 2 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 (3EJ 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 L UEQ EQUAL NIC NOT IN CONTRACT VERT VERTICAL O EQUIP EQUIPMENT NO NUMBER VEST VESTIBULE 4 L 75 'aEW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING a� f0 Oat 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/o WITHOUT Q MN EXT EXTERIOR OH OVERHEAD WC WATER CLOSET ,O = =O FD FLOOR DRAIN OPG OPENING WD WOOD U E K FE FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER 0 U E -o FIN FINISH PH PHYSICALLY HANDICAPPED WP WATERPROOF + V W FLUOR LUFUR ORESCENT PLAS PLASTIC LAMINATE WR WATER RESISTANT W WM WELDED WIRE MESH o BIDDING NOTES 0 0 L o 2!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 PRIOR T EXE N CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO m a .� 2 0 O CUTI G O 0 , G Q 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 '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 � cg 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. 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 o 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. oUW�' t Vb E CODE DATA v, E o Tw E In o ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021 v + BUILDING CODES IN EFFECT: c c M o FLORIDA BUILDING CODE, 5TH EDITION (2014) BUILDING °1 FA o FLORIDA BUILDING CODE, 5H EDITION (2014) EXISTING BUILDING �V' U V 0 v • FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION n E 4"-_- . - 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 IV rn-a 3 FLORIDA FIRE PREVENTION CODE, 5H EDITION .G m C NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION 3.m o 0 NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION ;1 W Ui - NFPA 101 LIFE SAFETY CODE, 2012 EDITION o :5.g `-" ADA STANDARDS FOR ACCESSIBLE DESIGN 2010 EDITION m CL o CITY OF SANFORD CODE 8 f o a WIND LOADS AS PER: o t L U N A. FLORIDA BUILDING CODE 5TH 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 1n �5 w AND BUILDING RISK CATEGORY II. "i6 aoo °D B. HE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 'c �- _ 1-1 O, N � M N O a M 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 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" OIL - 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 ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SHEET INDEX 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. 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 CDR RUN N 811.4FTETOWR/WSANFORD AVE STOAPTEOFBEG WTOBEG &E3FTOF LOTS 13 5 7 & 9 & E 3 FT OF N 21.4 FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL PARK PB 30 PG 85 mum cI. I LUII.H PION CONTACT INFORMATION OWNER / TENANT Teen Challenge Southeast Region - Orlando 3706 Sanford Ave. Sanford, FL 32773 CONTACT PERSON: Jerry Nance jerry.nance@teenchallenge.cc TEEN CHALLENGE 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 lntematWml NUIr g Constants d Engineering 6esign S"m inc. #T DESCRIPTION SUBMISSION 1121314 5 16 !_FNFDAI GOOOA COVER SHEET -DORM "N' G002 ADA GUIDELINES I I ZI% AD('I-ITTFr'n IRAI A011 SITE REFERENCE PLAN 111151 A021 LIFE SAFETY PLAN, DETAILS & LEGEND - DORM "A" A023 UL ASSEMBLIES A024 NOA'S A025 NOA'S A101 FLOOR PLAN - DORMITORY BLDG "A" A111 REFLECTED CEILING PLAN - DORMITORY BLDG "A" A121 FRAMING PLAN - DORMITORY BLDG "A" A123 FRAMING DETAILS & PARTITION TYPES A201 ROOF PLAN - DORMITORY "A" 11010 A301 EXTERIOR ELEVATIONS - DORMITORY BLDG "A" 5 A302 EXTERIOR ELEVATIONS - DORMITORY BLDG "A" 0 oil A401 BUILDING SECTIONS - DORMITORY BLDG "A" 0 1 1 A403 WALL SECTIONS A410 LAP SIDING DETAILS A501 ENLARGED FLOOR PLAN - DORM "A" 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 4ZTRI Irn IRAI S001D STRUCTURAL GENERAL NOTES S002D STRUCTURAL GENERAL NOTES & ABBREVS. MINIM S003D WIND PRESSURE DIAGRAMS oil S101D STRUCTURAL FLOOR PLAN - DORMITORY BLDG "A" S201D STRUCTURAL ROOF PLAN - DORMITORY BLDG "A" STRUCTURAL ELEVATIONS - DORMITORY BLDG "A"EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG "N'FRAMING qS301DEXTERIOR SECTIONS - DORMITORY BLDG "A" AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "A" AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "A" S401D FOUNDATION DETAILS S402D CANOPY DETAIL - DORMITORY BLDG-A S501D TYPICAL MASONRY DETAILS S601D TYPICAL WOOD DETAILS - ROOF mr-rwANTrAI M001D LEGEND, SYMBOLS, AND NOTES - MECHANICAL MINIM M201D DORMITORY BUILDING "A" - MECHANICAL PLAN M301D DETAILS - MECHANICAL M401D SCHEDULES - MECHANICAL - DORM "A" PI I IMRTN(; P001D LEGEND, SYMBOLS, AND NOTES - PLUMBING P201D DORMITORY BUILDING "A" - PLUMBING PLAN P301D PLUMBING RISER DIAGRAMS - DORM 'W' FI F(-rRT('AI E001D LEGEND, SYMBOLS, AND NOTES - ELECTRICAL E002D SPECIFICATIONS - ELECTRICAL E301D RISERS, DETAILS AND PANEL SCHEDULES - DORM "A" Nis EL201D DORMITORY BUILDING "A" - LIGHTING PLAN EP201D DORMITORY BUILDING "A" - POWER PLAN I MINIM FIRE PROTECTION :PO01D I LEGENDS, SYMBOLS, AND NOTES - PLUMBING :P201D DORMITORY "A" BUILDING - FIRE PROTECTION SHEET INDEX LEGEND = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed SUBMISSION INDEX S# DESCRIPTION ISSUED TO DATE ABBREVIATED DETAILED 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 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 CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO P.O. Box 520062 INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS". Longwood, FL 32752 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 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.-W project ie 11111- O P-4o 2: z aeg 000 LU Q� wz °J cD w° � � w M U) 2 � U � 0 z w 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 -'R CrzC IIUI� / €NIFGRA ED 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 5e a� i AL 5. WATERPROOFING FiCE PD r D sheet number Lti �ERiJili PF rVi'T 6. EXTERIOR WINDOWS AND DOORS3/" j ( 1igC F- OF A •r,�EA� EFL Tr.�, V . c 7. ROOF TRUSSES COVER SHEET -DORM "A.. r;` ), .. P.i" - -: ; ,p., C•F t�`tGN iti 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 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 '(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 2,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 _ >=a�ic -0 E 0-- M N f6 � u0i 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 o W `/ v E w 0M0+ 0 0 0i �0 W o 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 4S c fO � U = O ' i o.O + C'D M� T O BCD c •� '0 +� T o 41U'° os :E(nu— ;'O3t < '2 R�c "uEB Uuo� +v0iu+.+ uv�+�, 0 0 "nM CL 4-1 �, o 0 2 v 0 � L Q iO �o 0r� aXi� '3 c3 19 04, aci u m (EE(�j L i O c Q O gIV O (p - •0 y c v t al co w E'���0 3 OL. L N 2' —a, — -0 C y FL M� TM 0 2 + „ -0 19 ci c E ,Zc c4, L L T = ip O c J 0 M J L L 1; e o 2401, o of _ =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$ N u 41 L n E !'= 5- al 00(UV tn4 >,�n0o 0 c v 0 O N = MC mo�a�.3N m •� N "L c'�0=0 3 o @tj cc T 0 W .5 W 0 L� = m o.Q8O _ (n0 a o N U M L 3 N O N N Ln E L tVn1 .0 - N Ol �p pp c y C G M: 1.G N N i G. a� N M" in zi 0 7 8- 'M T (V 0 9-51 9-99 1N A40I A403 EL 23'-8" 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" 8-4 10-18 8-4 1 8-4 3 7-52 22-24 EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. +1 ' " OL TRUSS BRNG _ + " OL LEVEL 1 LL 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 CIVIL 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 CIVIL 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 9-51 ELASTOMERIC PAINT FINISH 19-22141X 6 IB R E E F 10-18 PREFABRICATED CANOPY 22-24 HOSE BIB VALVE (SEE PLUMBING) + '- " 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 F o0ND L L SC 8232 E-' 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 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. 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. a.a o 00 o c, .3 c n ;o -0 o :3-0Ma) O Cl N � f0 M O pl LE�oo 0 0, a� ocv U O ,6acE ti L r° >a�ic a) 16 19 voi vi413 v �-0 c �'° EU L y O J E c M o 0 o o > cc�Mc 0 o c t :E U L o 2 L coo,°_, U .6 u a o, Q c o c ro+��m o v " o _ E v -0U,+ 0 0 L UN 45 N L a✓ O E N w�n$c O yJ O E 0 cE _?0 ow 3ua`"iv t c Lj u 4) mE� EL E 0 0 t; .o 0 c :g! 0i 0 L41 0 c c C N i -0 � N tarn O E�� _J o Qv Oa i 0 a •o , " E rooLoi c� c �0CM a✓ �o o� t 0 v 0 3 L L' r0 (n f6 Ci o e E U U o� + CA v 0E 2 �?'� o V 41 Oat+ ._ CJ Y1 O ate+ J N U m E .o��o ooc8 a� U 4Vf1 0-0 '� N E d 0 O -a3�3 rnW1 L c t' � O = :EN �- L •L O Q O c c E c M o L R + Y "t `o c E (X ,Zcc4, •L L QI > 72L L 00 M J L o � o 0 o_P L 0cc`ac p o 0 00 U N N v ccnEa c W !a o E Cn aci rn + M v •N c (0a@8o$ w�U+�L aE19 @ o O u yam, jw &=p 0 to c N U13 t 0 N c c =� .r-'c�' ,10 3 '� 3�0'c° cam-_09-cg y8 o a, C �2L cm5. 8 0 i O t c+' oo° 0 0 L v M L 3 W O N N Ln E����; 70 4a 01 — 3 c N •L c N a� Vf \ L JJ 7 \ m 'm O a. on WEST ELEVATION - DORM BLDG "A" SCALE: 1/4" = V-0" NORTH ELEVATION - DORM BLDG "A" 5LALt: 1/4" = 1'-U" 8-1 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 CIVIL 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 CIVIL 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 9-51 ELASTOMERIC PAINT FINISH -99 X 6 F BE EM F 1-1 P EAB TD O 22-24 HOSE BIB VALVE (SEE PLUMBING) 8' 4 22-24 TYP. + n OIL TRUSS BRNG _ + ' " 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 ®2017 AM M" fteselvd project �10 �. I— O �o �z aeg o LU aP% pO W Z ceJ (D C7 LL � W `A 0 J � o LL w M {�/f 2 U � 0 Z w w seal r�P,�E OF F4`���^ y� OND L C \V ` isOT�7 i'.7 AR0008232 ," Raylho 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 # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number EXTERIOR ELEVATIONS - DORMITORY BLDG "A" A302 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. 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 '0) PJ ra0 T $ E 5t ?- U In � �'o a c � .rn L f0 C O -0 C a a� ova O U ate..+ o 'C �a o E vi�ia 8�0 m Err iv o a�i 0 O£0 o 0 8 Iu c U O N O .L L 0 Tafl-OE z. tj .a y i C > � N C N 1O a u N C a�ELj coil N O J N i- aL� E i CO �O O N O C U C C 0 o c � �N�� '= � U .02 L C 09 U W U a 01 Q C O C 16 aJ M f0 O O U O E N U -0 7 + N 28 L .0 CL N En a✓ oE'D V Y'a,cuEi a� o0 rC� -P '° Etmm ca� -0 i—�C _ (n 3cUW 2 y CJ J Eru E J L 3 E O C i �Uv� C i ate+ v C C C � C E :3a, O L J �y i _10 L w v}i a m L •� Uo L vL d 1r ✓ 0 C r� c� T IM U 0 01 C r_ -0 a-+ >` O A M = U — i O 3 .0 f6 C �� O O V E p U U o 0 + ,'n 0 v U: n o N` 0 0 OL L V toO L N a f0 0= W-0 .— U C J C 4/ J N U L _ -o C O V Q.i p rg�N oa""a� m Cat C�aC+1 E w 0 v 3 j 0 N v 9 i o c � 41 c a - :3 C � C m 0 + 41 o aCi a EM ,Z c ; L L A! C >��� 0 r J L C o o R —Ca: 6 C C o U N 'o a� 13.2 E ;� Cn L L a VO aCirnc`� Uaivo$ aE'`=N°' >?S.=o w CID C U) U a C C =a�L L L 0 3 rn.0 = C C C�L C o 3M0f6 mC'�Ca� -0 .2 o �� waCo`v�U ai a' •> •E 19 a� 7a..,, �nU 0 ti c0_n C -t 2: c +' O a OfA V L N O O N in E� N41 Ln Cn C $ E �+•-' a)= C— N C � a � m 'vf O O. M BUILDING CROSS—SECTION — DORM "A" SCALE: 1/4" = V-0" 4 A403 _ +1 ' " OL FRUSS BRNG _ +' " oL LEVEL 1 BUILDING CROSS—SECTION — DORM "A" SCALE: 1/4" = V-0" 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 8" CMU (SEE STRUCTURAL) 5-26 STEEL COLUMN (SEE STRUCTURAL) 6-8 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED 7-29 6" LY-I GI BOARD R- 0 AL E 9-99 1 F E C M NT F 10-18 PREFABRICATED CANOPY 12-2 FURNITURE (SHOWN FOR REFERENCE ONLY) 21-3 FIRE EXTINGUISHER, CABINET 22-10 HI -LOW DRINKING FOUNTAIN (SEE PLUMBING) 26-1 LIGHT FIXTURE (SEE ELECTRICAL) 9 5 A403 A403 + n TRUSS BRNG _ +' " OL LEVEL 1 1 3 3 z A401 A403 A401 Q A403 l' 1 7 29 7-52 2 C ---- - I I— J I I I I I 10-18 ' I — • , — — — I , — � B0 — — — F i26-1 TYP. \ / DORMITORY 12 2 / / LOUNGE i 5-26I 21-3 \ / 106 105 I 21-3 I I II III I III III III III II III III III III III III II III III III II _ --_ I --_ - II II I I I III III III III III III II I ----------------------_ -__- I II III III III III,I,_.III 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 I II III III II III III III III III III II II II II II III III III III III III III II I � I _.- __ ___- -_ _.- - I - - - - - - - - - - - - - - - - - -I-III- I -I -I-III-III-III I_I I -III -III III -III -III -I I I_I I -I - -- -. - --- - - _ _- - II II II ICI III III III III III ��� III III III III III II I II II I III III III III III III III II III III III III III III III III III III III III III III I - - - - - - - _ - I II I I III II III III III I--- - I I -I I -I I _III-III-III-III_III-III_III-III-III-III-III-III-III-III_III-III-III-III-III-I I I_I I I -III III -III -III 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 III III I I III III III I I � I I I I I III I III I I I I I I-_ __._ I I I III_I I L___III_III__III-III-III_III-III-III-III-III-III-III-III-III-III-III-III-III-III - 1 - - - I I III III III__III-III-_III-III III III III I II eQ - --- -- --- ----- - - -- --- -- - ---- --------------- III -- III _ III I - ---- III I II I • II I II III III III III III III I ------_- -III - ' ¢. � I -1 1=-_-_-_-__ a II I III III III III III II III III III - - -- BUILDING LONGITUDAL SECTION — DORM "A" SCALE: 1/4" = 1'-0" _ „ 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 C aWp * zov na RVft naw d project WSA `•J I— O �o �z 0� 0 lu aN W z �J 0(D zo ce- W � U' 0 LL J M a V1 < LU Z F— U Z) 0 z w w H seal EO F F -a,. 1 . r .gyp;•. .,�,t,..�_ �1t1` SCOND L % , 7 A' AR0008232 f Raltv,11.5.1, ott, AIA FL. REG. # 008232 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 # : LEVEL 1 1 6126 DRAWN BY: AO KM CHECKED BY: RS sheet number BUILDING SECTIONS - DORMITORY BLDG "A" A401 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. 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 '� 4 5 pa E V 7 0 S2 O > c 0 0 c OL o a f ,o 0�'� W �Im+412 c v? 78 a c rn o 0 E �o w L 0 Cr. � +, iv -0 O L O' av U p L 1a — •i L O marOE Z, fO i C >U0.- ; a 4 it 0 t 0 3 s ��-� c w v�E�- a� o 0N>,a� c U C 41 o = -o N N -0 fC6 C y 11 L t c.i 'a U L o fa O .- s U = o c -0 E!E&i5 M=+ o 0 0 s-0c o f -0 4-1n$c C 'b t 3 o a C (L) aL o � 0 E of c o too 3Ua)a°'i S0=E :5 v 0)V J N (O E J E L 7 E O 00 i cC v~ -a �3rn E 41 J 0 Q V J +J O Q oo`° O U L i � r� c=o 0+ M fop U v 0 5. C 'i 41 0 �0 �U- � c ro i O 3 t f0 C c 1�p' E E v o -a +6� t3i1 o� a� .02 o � L it 10 10 o axi 041 � ���o �g0� v� C U G7 .0-0, N C M C ate••' N 10 w EYO v0 0 t N N J L O min c v toa O C E c am8 0 ZA O N O L 16 + �Bt: 0 cZ o 0W •0 .. > •o U L a0-+ fC6 J o��o 0.L C Y i =0�'� 4 C tncc� o'vsu -0� Q (v E o aW E .2L rn 1a o0 � v v to O aci rn 0 46 .0 —0 N "a E N O v to 41 j „ & C o M C 'A U L O N C C m C > v, W 3 `v 3 0 '0 �c-cg� -0.2-0 O- 0 �C��� aS.g (n to y 3 a c ._ O=„•LUM to i t 3 Cc O N N , .E &; �Y�tm,;600 c$c90+- N Cn O C T N B C�] Vl � 2 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 c c 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: 1 1/2" = V-0" 9 2 A403 WALL SECTION SCALE: 1/2" = V-0" SMOOTCH FIBER CEMENT SOFFIT PANEL BOND BEAM (SEE STRUCTURAL) 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: 1 1/2" = 1'-0" r BRNG BO TRUSS BR n + ' 0" EL 1 LEVEL 1 WALL SECTION SCALE: 1/2" = V-0" 1 7-52 bo 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 FAI �e Ell WALL SECTION SCALE: 1/2" = 1'-0" 3 9 A403 0 0 7" WIDE, CONT., 3/8" THICK PLATE. SEE STRUCTURAL CANOPY SECTION SCALE: 1 1/2" = 1'-0" CANOPY SECTION SCALE: 1 1/2" = V-0" LEVEL WALL SECTION SCALE: 1/2" = V-0" 3 8 A403 _+ ' " (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 WALL SECTION SCALE: 1/2" = V-0" 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 CIVIL 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.) 7-29 6" POLY -ISO RIGID BOARD (R--- VALUE) 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) BLASTOMERIC 9-51 E PAINT FINISH 9- 221 1X16 FI ER CE E T FAS IA 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 �z DC � ODo wz o � z" w J � Q w U � 0 z w w 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 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. 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 41 N v 41 " �� o 3 n o �1�0,00 -0 c o- W w0a 0 '_0 •L f6 0 $ w Cn .$ c C . ra •- o, a, 0 L O 0. $ 41 N o of; C S i7 C U O L O f0 fl E M i C t N C N 19 6 C1m N C L f3L0 tr (6 w O E U con N O J L IS -0 >n C M- 4O O 0 N >' N C 0 fC0 _ �O`-0 �cn r- iv L =� 8 :0 i L c m 0 0 N V 0 , 01Q C O C 10 y c0 (O O N v �QQ V N -0 3 + 0, , O tO� Y O E O N w Vl �0' p j C O E G1 L Q L o f6 0 f6 41 c� v EC = 3 0 m 3$WA2 B 1i v2 w- a� 10 E� EL o Eo;ri t; -0 c o 2 ��yJv �3rn3 E 0 r-t aU B V"a�� 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� 10 = 0 0 - o u E a V v Op +uDiur o; v o ,g o. 02 v1 '- n `6 m 0 -r- (v ' —�9Y3 C (U J N v m E .0 aa) Cao� � ov _ = (A o�� o "tA CAL E Y O o � � �3f?,3 O t N v " o c � c $ ML9 D T + -8 ig o cEcyi� •L L N C �'v 0 C J t0�MJ U N L N L L a .c o cga41c c 08((Uu�' 32 M N i vNEQ di m 2E m :i�! o, L N O$,' V CJ fp O -Np -UJCh USN V O V v N L 'G C a>>1 n0U o M C (A U '6 0 N C N th N L Lq 00 C 3 w O, C i O to m =w- cg ��� (� '-' 1O o_ �i 8C of @-t2: of 0'0 rh i O 3 C6 y M O N N Ln -E N � w to W��� 0 C — Co0 rn ��aii9(A� co0 0 'v, . 1n- INTERIOR SHEATHING 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. BASE BOARD FLOOR SLAB (PER STRUCTURAL) _". V�°�"- • d - , __ ,- •- _ _ d d - - - _ - - d P LAP SIDING - GRADE CLEARANCE SCALE: 3" = 1'-0" A EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. GRADE v Z ip Ll7 U � W 0 INTERIOR SHEATHING 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. FLOOR SLAB (PER STRUCTURAL) /AI LAP SIDING - HARDSCAPE CLEARANCE SCALE: 3" = 1'-0" SCOTT + CORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 www.scottcormia.com ® cwrW 2017 AM RVft Re$mW project L�J �- O H p Z 00 LU r) W z � J �O C7 W °c u, o J � o LL Z � U � 0 W W seal ___ �M0ND 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! � 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. 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 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 Sc" N8c .�f6=rn 49 0@0 a� L O �� +, 4 c Qo a`� 0 0�� c+g W 4� 0 o fO c = L 0 Ta 0 0 E L = >��c @ M.4 ii=t � ,A'' 3 U c+ >- �3 , c L VO c E v VO1 L O J N C w O O = V 00 E -0 � U, t=0 ,n a L L 4, p 2 4.14I U N v 2 v < ra O N v 0 rE W -0 + o 0 t� aai� Y oE- w oL°oE no -0 L o o $ cU) acci Ern cm 0 r- 41 3 $ E 40 y v v U J ai m E J L = E O VO i c o v � v N i ' :3 9 -H (u �. J 41 Q v O Q i I0 nJa y- ,O v N E N ate+ r4 C = O � ,O + Io� @'0 �O&� c 'i "0 41>-o @0 '0 3 t Q ate+ M In C c �+ O OUE'$ U3EO� + vI v 0 v �' o ,o v L Si N a.+ O U N In L Q IO f0 O Z3—UP3 v �v0 fu � 0 aNi A c -0 .c c m = E(V0 MCn.I'✓v O = L N 4.- •_ y rh — -M �ML9 L (a + 2; 0 c E �c'c •i L > .v H L O = J 0 M J L f- O r- :!2 O f�0 nU.N C = U H o � c� 4 vl co r o"�i Io vQ E o v m+� rn— ■- c R W 'D c c 1 �u°'iuo08 u+' L o d Irn- >,r--- Qo 0 O O = _ m G -- B m c� is o a o O o > 9 41M cr N vl�acOi (n ( :3 a of - v a� In i t 3 ,E��,�� W, 00 =oE.=_Cn- 7 c N m In O a M 2 E AIL REMOVED 1 DETAIL REMOVED 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•_ 0 �o �o �z g 0�c O LU a N LU O ( D � � '. Z � zo �o W J � oz J W M (A 2 U � 0 z V' w w H seal PEE OF C� `lOND �pM L Va 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 TC'rWTC CWrC 'r nnCC nlnT MCACI IDC Tn 7A .. QG TT UAC DCCKI —AI r A 1 nia anF-F- I 1J rmK I yr I nt uvuuritiv i bt i ANU Z)nvuLu Nu I bt btNAKA i tu. ALWAYS Ktl-tK I O 1 HE 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. 00 3 'w- . ���(D v_o B ,- E O U >�� M@Ae m DOOR SCHEDULE - DORM "A" DOOR FRAME GLAZING LOUVER SIZE FIRE RATING minutes) HARDWARE SET THRESHOLD COMMENTS # TYPE MATL SIZE TYPE MATL DETAIL SIZE TYPE THICKNESS W H T HEAD IAMB THRESHOLD c-a3c -0rn o LEVEL 1 w O a o 3 £ ,o •L MfOW o ,'�° $ w c vi �a m1-L°cv1 rn ._ L 0 L Em•1_1 y L 0 0, - „ CL. a� 0 :3 102 DT1.1 HM 3'-0" 7'-0" 13/4" FR-2 HM 9/A801A 8/A801A 7/A801A -- -- -- -- 0 2 Yes EGRESS 103 DT1.1 HM 3'-011 7'-0" 1 3/4" FR-2 HM 9/A801A 8/A801A 7/A801A -- -- -- 24"x24" 0 Yes MECH ROOM 104 DT3.2 HM 6'-0" 6'-8" 1 3/4" FR-1 HM 3/A801A 2/A801A 1/A801A 8"x29" TEMPERED 1/4" -- No DORMITORY ENTRY 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 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 107 DT1.1 HM T-0" 7'-0" 1 3/4" FR-1 HM 3/A801A 2/A801A 1/A801A -- -- -- -- 0 No PRIVATE BATH 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 109 DT1.1 HM 3'-0" 7'-0" 1 3/4' FR-1 HM 3/A801A 2/A801A 1/A801A -- -- -- -- 0 No RESTROOM & SHOWERS 110 DT1.1 HM T-0" T-0" 1 3/4" FR-1 HM 3/A801A 2/A801A 1/A801A -- -- -- -- 45 No LAUNDRY ROOM 0 8 o 30 �aa=E Mg > t N C iL N to 3 3� C��� c 0�Mw oyE�j L N o J = E c M R. o >, r- U C 0 0 '�"`�a� c�Qo :P :E U L O f0 O aA 0 N p D 1Q c o c 10 ,� CCU ro o°'" �E 0 W-0U+ 7 E -o V � `�i a WATERPROOF SEAL BLOCK W/ " L ,°3 - ELASTOMERIC PAINT FINSIH o�a�Li tr..., = , d a' c v SEE STRUCTURAL DWGS o M o R- Q FOR LINTEL �aci19 � `. < O c 3 c °d a o, B c d SEE SCHEDULES AND/OR v3, f6 INTERIORS DWGS FOR 3 U T a ' INTERIOR FINISHES a ~o e� BBB• d' U N J a�MEJ E L 3 E o Uo L N°'` •'_' 2 s CONTINUOUS CLEAR 41 -0c 1p E 5 3/4" SILICONE SEALANT ` METAL RAIN DRIP (EXTEND 0 '� a� • BEYOND SIDES OF DOOR AND v PAINT TO MATCH DOOR FRAME) J 2 o $ Q GROUT FILLED DOOR FRAME U' 0 16 0 AS SCHEDULED v _ DOOR AS SCHEDULED c o = v + c `n C o DOOR AT CMU WALL -HEAD DETAIL cm c •- 'o o o C v ro 2 2 3t Q'teMm o 0 E WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH U c� p� + N U 1 GALV MTL FLASHING U'o N 41 cn o m CONTINUOUS CLEAR s6 E ai SILICONE SEALANT 00 M 1p ( a DOOR AS SCHEDULED :6 41 o v U) L CA.fp p aL+ N� �._U u m E q_ GROUT FILLED DOOR FRAME 12 o �a,-` " -a: �'; ° AS SCHEDULED o c U = MASONRY ANCHORS AS PER 0-C,_ NOTICE OF ACCEPTANCE (SEE c �c+4� M - TYP HM DETAILS THIS SHEET) o w E Y w aoi REINF CMU FILL CELL 3, (SEE STRUCTURAL DWGS) C o—_fe N Y- L i "',Aao -0 c c •v '� m M cg 3 SEE SCHEDULES AND/OR + INTERIORS DWGS FOR $, .2 INTERIOR FINISHES 0 c Eli AT CMU WALL - JAMB DETAIL L=°c o.'U� — -0" _ 0 M J L (J o +°3 0 m�vv c M c GROUT -FILLED DOOR FRAME �o AS SCHEDULED (BEYOND) 041 v, c c fO DOOR AS SCHEDULED o�a°'i� (A v A WEATHER SEAL CU %' SLOPE EXTERIOR CONCRETE c C 2 AWAY FROM BUILDING AS PER CIVIL DWGS T E - ° ago- a• CONTINUOUS CLEAR SILICONE ;3 .a - SEALANT EACH SIDE q_. ,' ADA COMPLIANT ALUMINUM " °' o ° THRESHOLD SET IN CONTINUOUS y o ,� o 0, ° <" ° " BED OF SEALANT W/ TAP CONS AS v °' o a ` ' ° PER NOTICE OF ACCEPTANCE _T ^' C Y 41 d. 4d d , F::] - I - L c N v ". . INTERIOR FLOOR FINISH AS — °' ad° d . SCHEDULED 1/2" EXPANSION JOINT W/ >, 3 SEALANT, BACKER ROD, AND 3 m o m *B COMPRESSIBLE FILLER 2 r r -T 0 �c�'oiRU �o41 � C (n ��U o Id (yu, c tf f NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR - cn N •— N 3 d c '=' � 44 o N HARDWARE SUBCONTRACTORS AND ADJUST SLAB STEP DOWN LOCATION O C N 3 U a H L N@ O N N Ln -E:t.�w&; y , a ; DOOR AT CMU WALL - THRESHOLD DETAIL c ,o, c = rn *•a N 6 7 c 2 N c 3 \ SCALE: 3" = V-0" m to O d M STOREFRONT DOOR SCHEDULE - DORM "A" # TYPE MATL SIZE HEAD JAMB THRESHOL D HARDWARE SET COMMENTS WIDTH I HEIGHT LEVEL 1 101 DT5.2 ALUM 1 6-0" 1 7'-0" 6/801A 5/801A 4/801A 1 1 1 LOUNGE ENTRY SEE SCHEDULES AND/OR INTERIORS DWGS FOR INTERIOR FINISHES SEE STRUCTURAL DWGS FOR 7 WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH GALV METAL FLASHING CONTINUOUS CLEAR SILICONE SEALANT SEE NOTICE OF ACCEPTANCE FOR STOREFRONT CONNECTION TO STRUCTURE TRANSOM GLAZING (SEE ELEVATIONS) REINFORCING CHANNEL AS PER NOTICE OF ACCEPTANCE ALUMINUM STOREFRONT SYSTEM STOREFRONT DOOR AS SCHEDULED GLAZING AS SCHEDULED STOREFRONT AT CMU WALL - HEAD DETAIL SCALE: 3" = V-0" STOREFRONT AT CMU WALL - JAMB DETAIL SCALE: 3" = V-0" CONTINUOUS CLEAR SILICONE SEALANT REINFORCING CHANNEL AS PER NOTICE OF ACCEPTANCE GLAZING AS SCHEDULED STOREFRONT DOOR AS SCHEDULED ALUMINUM STOREFRONT SYSTEM GLAZING AS SCHEDULED STOREFRONT DOOR AS SCHEDULED WEATHER SEAL SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING AS PER CIVIL DRAWINGS CONTINUOUS CLEAR SILICONE SEALANT EACH SIDE ADA COMPLIANT ALUMINUM THRESHOLD SET IN CONTINUOUS BED OF SEALANT W/ TAP CONS AS PER NOTICE OF ACCEPTANCE INTERIOR FLOOR FINISH AS SCHEDULED 1/2" EXPANSION JOINT W/ SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER NOTE: CONSULT NOTICES OF ACCEPTANCE FOR COMPONENTS, CONNECTIONS, AND INSTALLATION INSTRUCTIONS STOREFRONT AT CMU WALL - THRESHOLD DETAIL SCALE: 3" = V-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. INTERIOR HEAD DETAIL RE: SCHEDULE DT1.1 DOOR LEGEND GWB EACH SIDE OF STUD (USE MOISTURE -RESISTANT GWB ON RESTROOM SIDE) RE: WALL TYPE SCHEDULE SEE PLAN FOR INSULATION LOCATIONS GALV METAL STUD FRAMING KNOCK DOWN FRAME W/ MIN 3 ANCHORS DOOR AS SCHEDULED SCALE: 3" = V-0" THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED DOOR HARDWARE SETS ITY DESCRIPTION CATALOG NUMBER FINISH E MNFR HARDWARF SFT #1 (STOREFRONT ENTRY DOOR) 1 SET HINGE SINGLE ACTING OFFSET PIVOT HINGES 1 EA CLOSER 1605 SURFACE CLOSER NORTON 1 THRESHOLD 4" EXTRUDED ALUMINUM MILL FINISH (FOR OFFSET PIVOT AND OVERHEAD CLOSER) 1 LOCK MS+1890 DEADLOCK / LATCH COMBINATION ADAMS RITE 1 LATCH 4590 LATCH PADDLE DEVICE ADAMS RITE 1 STRIKE STANDARD LATCH STRIKE AS REQUIRED ADAMS RITE 1 CYLINDER (7PIN) MORTISE MATCH DOOR SCHLAGE 1 EA PUSH & PULL CP II DOOR PUSH & CO-9 PULL CLEAR ANODIZED 1 EA WEATHER PROTECTION WEATHERING SYSTEM AND EPDM BLADE SURFACE ATTACHED SWEEP STRIP SEALAIR HARDWARE SET #2 (EXTERIOR DOOR) 1 1/2 PAIR HINGE 4 1/2 " x4 1/2 " BUTT FULL MORTISE HINGES NO. BB1191 US26D HAGER 1 EA LOCKSET AL SERIES SINGLE ACTING LEVER W/ KEY LOCK HEAVY DUTY SCHLAGE 1 EA CLOSER LCN NO. 4040 MOUNTED IN ROOM US26D 1 SET WEATHERSTRIP 1 EA ALUMINUM RAIN DRIP 810S HAGER 1 EA ALUMINUM THRESHOLD 1 EA EXIT DEVICE PANIC EXIT DEVICE - 98 SERIES US28 VON DUPRIN HARDWARE SET #4 (RESTROOM DOOR - FAMILY) 3 EA HINGE 5BB14.5 X 4.5 NRP US26D IVES 1 EA PRIVACY LOCK T301S DANE US26D FALCON 1 EA SURFACE CLOSER SC71 REG OR PA 689 FALCON 1 EA FLOOR STOP FS13 US26D IVES 3 EA SILENCER ISR64 GRAY IVES HARDWARF SET #5 (RESTROOM DOOR) 3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D IVES 1 EA PUSH/PULL PLATE 8303-0 US28 IVES 1 EA SURFACE CLOSER SC71 REG OR PA 689 FALCON 1 EA FLOOR STOP FS13 US26D IVES 3 EA SILENCER SR64 GRAY IVES HARDWARE SET #6 (OFFICE DOOR) 3 EA HINGE 5661 4.5 X 4.5 NRP US26D IVES 1 EA ENTRY/OFFICE LOCK T511P6 DANE US26D FALCON 1 EA FLOOR STOP FS13 US26D IVES 3 EA SILENCER SR64 GRAY IVES HARDWARE SET #7 (PASSAGE DOOR) 3 EA HINGE 5B614.5 X 4.5 NRP US26D IVES 1 EA PASSAGE SET T101S DANE US26D FALCON 1 EA FLOOR STOP FS13 US26D IVES 3 EA SILENCER SR64 GRAY IVES w J 0 w U 0 lL WHERE OCCURS; RE: SCHEDULE INTERIOR JAMB DETAIL SCALE: 3" = V-0" RE: SCHEDULE / /5" \ \ / \ / \ J / \ w \ / U \ `\ RE: SCHEDULE / 41 GWB EACH SIDE OF STUD (USE MOISTURE -RESISTANT GWB ON RESTROOM SIDE) RE: WALL TYPE SCHEDULE SEE PLAN FOR INSULATION LOCATIONS DOOR AS SCHEDULED GALV METAL STUD FRAMING KNOCK DOWN FRAME W/ MIN 4 ANCHORS KNOCK DOWN FRAME W/ MIN 4 ANCHORS PER JAMB DOOR AS SCHEDULED TRANSITION STRIP INTERIOR FLOOR FINISH AS SCHEDULED INTERIOR THRESHOLD DETAIL JSCALE: 3" = V-0" ALWAYS REFER TO THE LATEST DRAWING SET DT3.2 J 0 w 2 U FR-1 FRAME LEGEND 1 DOOR FIRE RATING BASED ON FBC-B TABLE 716.5. 2 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO GENERATING SHOP DRAWINGS. 3 DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND BRACED TO FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK OUT TO PARTITIONS. 4 DOORS SHALL OPERATE FREELY WITHOUT BINDING. 5 SEE PLAN FOR DOOR SWING DIRECTIONS. 6 DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION AND SHALL BE UNIFORM THROUGHOUT PROJECT, UNO. 7 DOOR FRAME THICKNESS SHALL FIT WALL THICKNESS, CONTRACTOR TO VERIFY WALL THICKNESS IN FIELD & COORDINATE WITH SUPPLIER AND ARCHITECT. 8 ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT CONTROL NOTICE OF ACCEPTANCE. 9 ALL GLAZING TO BE IMPACT GLAZING AND TEMPERED PER NOTICE OF ACCEPTANCE FOR WIND LOADING. 10 ALL STOREFRONT EXIT DOORS TO HAVE DECAL STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" (FBC-B 1008.1.9.3 #2.2). 14 ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOORS & FRAMES TO BE A MIN A60-GALVANNEALED, PRIMED AND PAINTED PT-_. 15 WOOD DOORS TO BE SOLID CORE BIRCH. 17 DOOR FRAMES TO BE PAINTED OR PRE -FINISHED, PT-_. 18 REFER TO SHEET A801 FOR DOOR FRAME AND PANEL FINISHES. 20 DOOR HARDWARE SET NUMBERS MAY NOT BE CONSECUTIVE; NOT ALL NUMBERS MAY BE USED. 21 CONFIRM ALL LOCKSETS AND DOOR OPERATIONS WITH TENANT AND LANDLORD PRIOR TO ORDERING; PROVIDE SHOP DRAWINGS FOR REVIEW. 22 CONTRACTOR SHALL COORDINATE KEYING OF LOCKS WITH TENANT UPON SUBSTANTIAL COMPLETION OF SPACE. BUDGET FOR THIS FUNCTION SHALL BE INCLUDED IN INITIAL BIDS. 23 ALL KEYED LOCKS SUPPLIED ARE KEYED DIFFERENTLY. PROVIDE 2 SETS OF KEYS FOR EACH TENANT SPACE. 24 ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS, REGARDLESS OF OTHER LOCK FUNCTIONS. 25 ALL DOOR HARDWARE TO HAVE "LEVER" TYPE HANDLES, COMPLIANT WITH ADA. 26 ALL DOOR HARDWARE TO COMPLY WITH SECTION 7.2.1.5 OF NFPA 101. 27 PROVIDE MANUAL FLUSH BOLTS ON INACTIVE LEAF OF ALL DOUBLE DOORS. FINISH TO MATCH DOOR HARDWARE. 28 PROVIDE 'T" ASTRAGAL ON ALL DOUBLE DOORS. FINISH TO MATCH DOORS. 29 CONTRACTOR TO COORDINATE THE ELECTRICAL AND LOW VOLTAGE NEEDS FOR ALL EXTERIOR / SUITE DOORS FOR ACCESS CONTROL, ELECTRIC STRIKES AND SECURITY DEVICES. 30 REINFORCE WALL AT STUDS FOR WALL STOP, AS NEEDED. 31 ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND PAINTED. 32 ALL DOORS AND HARDWARE TO COMPLY WITH THE FLORIDA ACCESSIBILITY CODE. 33 ADJUST ALL INTERIOR CLOSERS TO HAVE A MAX OPENING FORCE OF 5 LBS. 34 ADJUST ALL EXTERIOR CLOSERS TO HAVE A MAX OPENING FORCE OF 8 LBS. 35 CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN SOUND INSULATED WALLS. RE: SCHEDULE DT5.2 FR-2 J D 0 w U U) 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 ® owyrye 2017 M RI" R wwd project I— o �o �z 0�g O W QUJ Q � N O V � � Z � �o ^ a q W M {A 2 U � 0 w w H seal OF FC ND L 701 AR000823211 RA#MZV4,1Kott, 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 #1 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, KM CHECKED BY: RS sheet number DOOR & HARDWARE SCHEDULES AND NOTES - DORM "A" A80 1A 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. 00 3 'W L° E o 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 = >� a>i c a�fO`+�vpi 4 3 L Im N L �c m'0 c � E0 (pa O J N L 0 •o EE u c � w .� O �, N C 0 30 p C -o � d. U araL o°; .c v CM = o C v1 o t E o°'"L _ E - E.+ 0 0 aaiLn o E "0 W w W 0 3 _ .1� _E 41 no o L o m 0 W c � �J;Ec, C 0C L 3 U N N t vN ~ M � .0 V J (0 m E -1 E L 7 E 0 O L .O O W •t+ V) 41 C c v'4O''-' v � c � c N3rn3 EOLa�i U + -10' OQ e ' a M L O U N yp, @ 'F3 8 C = O '-' .0.0+ Iv I��-g NprnX _ •L �o-r- U� p 3t ;p M In m c c E 0 E a U cu Eon +'= U{ U v 0 a 0 0 L O' 'd 41 O U N41 m oYaxin OJ Q) U Io VE C a O m 0 .0,0 WC'a 41 EYv00 is CD0c O = L W "- c -0 21 c ;= c �m� o In `" o + 0 cE� c'c 0, J 0 , ,�{16JJ rn L (J yyo.�c o fv6 d V N c C fo oW ��0c c ca 0 'WU E' 0 wo E u, � E c vR � o v NU6 v N [2 p C I U (0 tpJ O V Q E E w ~0 �c�0_0U'o 0 W C m Ta to O In L uf•Dc 3"- c�0co •3 � o tO� mc"-cc� -o o -apo_ .20 y C'V�1 yU t�i-n +4U c_ p iU)(U O L 0 M U W L N O N N lA Ec yv�1+��w 6i C Lr N Cn i0 00 c$c=vA— 3 in -6, 0 a. cn WINDOW SCHEDULE ROUGH OPENING DETAILS TYPE DESCRIPTION SILL HEIGHT FRAME TYPE GLAZING TYPE COMMENTS ROUGH ROUGH HEAD TJAMB SILL WIDTH HEIGHT W 1 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 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 W I 1 WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH 0 w 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" 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. SEALANT, FULL PERIMETER OF WINDOW FRAME WINDOW AS SCHEDULED 0 \.PIU U6%^l F% rCR J I RU%, 1 SEALANT, FULL PERIMETER OF WINDOW FRAME 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 �o �z DC g � o a^ W z ceJ 9 Q 11-4 0 LL. Z UJ a o°c W J � oz 0 wM {a/1 Z � U � 0 ztn w w F- s e a I ®FF- �tAOND 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 IF 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 aci $ E .: U,> 0 vo U U la ip O 41 -o 41 o c� ,o c�la� O w $ w �m� >1Ocrn o �' �o E �- Y aL�o a� -2 Of "or- 0 _ •L L O is fl c E �' to L >=a�ic Nf6 J1 W, ii -C ui 41 3 U c as 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 8a��� as3 01 Q c O c fay � la O U EQQ E V -0U,+ Woo �U) 4, L N OE-0 w 249 c B 41 �-ovL L 0 L 0 la O to '1 c� C v ;E�, c 0 00 3 U W v E J a) to E J E L 7 E O O i Nt0' WHO-+ 4= = v M 0 i :3 O'�t'j E _, J o CL OQ L O ° L �a�L E O + �a,'0 O U N 21(n c 'C 'O O Bo= �_�� 3� Q � to UEo. 0 UUO� + tail o 41 t5i o E •o a f o u41 0 _O: N -8 -q c a) J a) 0�05 c0.28 c U c o o -0 'ln cat c lac++ Ehit a,0 0 -=*o'a�i 0 :EN cv - m o c c m y :3U -8B:� 0 cEc�/li� �cc L L ai (, 0).0 .� >� a fa O c J .2 la J 0 oy L o f�a'n U a) 41 c o , 5Z�= � la c c f6 o8v�' W:!2U oM(UQ olnE c v fa boa, to :U Cn L fa U Y U a) 2 O N 01 c (n i Ua`U 0U al '0 a E !c (u 0 U 'n c 0 c N V -0 t O a) O c _ to fa fa 'n tnv C 3 o M Id m c"- c w aovo— �catn 41 2 cv,anv _O�v0_3ccn f oti= UT acif60oWt`on -E����; ao c$ c = rn a> �cmo pl •� N -5i 0 7 -en- V1 O. G2=LEEn2YFD 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 9 DETAIL REMOVED 02=LKMOVED 02EEL REMOVED @2aA1=D 02EEL REMOVED 1 DETAIL REMOVED 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 2017 AD Roft Rm—d project ie H o �o �z aeg 0110, Q^ wZ �J (D 1­4 U. %. w ° � o J ^a � w M off 2 F_ U =) 0 Z� w w H seal PEE OF F� .I , MOND ��P �' SC , 7 =..., • 1 * A A . 70t, AR00 r r 0g232 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 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. 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. 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'LM 5 U N o � nU E o U COL In U 5 U 3c'j53c 12.2 2 1-, N a Q O J U InooEJ� U = E U C la U O V O .°� � c - , c m cs9? N in.3 C c —cUla QJ jy U N : L o (n ccabiv`niU �•3t ac c[22 2 -0 Io aU Q 16" SLOPED TIE BEAM - 1 1 � S301 D 1 (2)-2x8 WOOD TOP PLATES 16" SLOPED TIE BEAM - REFER TO c ur Ocn4 n rr%o FOOTING - STRUCTURAL EAST ELEVATION - DORMITORY BLDG "A" 1l4" =1'-0" (2)-2x8 WOOD TOP PLATES 12"' S301 D A FOOTING 16" SLOPED TIE RCAKA _ DCCCD -r l 12" MIN. SLOPED CONCRETE TIE BEAM USE REINFORCEMENT SIMILAR TO TIE BEAM SHOWN ON 4/S501 D , STRUCTURAL SOUTH ELEVATION - DORMITORY BLDG "All 1/4" =1'-011 4' X 4' OPENING (REFER TO ARCH.) W F 3.0 T. O. WALL 10'-0" 8" THICK CMU WALL I I I I I-- 16" DEEP CONT. BOND BEAM I I I I 2 CANOPY -SEE SHT. S402D FOR DETAILS (2)-2x8 WOOD TOP PLATES \ \ / 16" SLOPED TIE BEAM / \ ` T. 0. WALL 10'-0" .0. BOND BEAM A- T.O.S. 0 d- - - - - T.O. FT - G. 4'x4'xl'-4" REC. FOOTING Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ® cWrVht 2017 M ROMS Structural International 19 dMl" Consultants d &*eering Design Services Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C. 407-312-9585 s e a I +���®tr��tt�1►►y� % �txS -Aq o 53319_ -0 -TE OF 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 21 100% 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 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. 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 3 4 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 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Q 'L m O O O L O U a.d O N .0 1n 0 4r 5 7 Q: a�0,� (DC _aO O o Z5 o Q C,, 5 � C w U 4� O 3�,f3CU 12 0 t T- 5 '0'O-0 O J U N o o E J E —NO'L2v C m 49 U NM y> U)i C � r- a) ju 0 {U� {C.� C 01 V y �1 N C +O+ N 3 :E 2 2 axiQ 1 1 " S302D STRUCTURAL WEST ELEVATION - DORMITORY BLDG "All 1/4" = 1'-0" n2 _ T. O. W_ ALL 10'-0" RICK ) WALL T.O.S. � p° T.O. FTG. -1' - 4" in CANOPY - SEE SHT. S402D FOR DETAILS 04 ifl (2)-2x8 WOOD TOP PLATES 12" MIN. SLOPED CONCRETE TIE BEAM USE REINFORCEMENT SIMILAR TO TIE BEAM SHOWN ON 4/S501 D 4' X 4' OPENING (REFER TO ARCH.) d a a ° '° / \ DBL. PT. 2X8 WOOD TOP PLATE .ea _aa N (2)-2x8 WOOD TOP PLATES T_O. WALL _ r � ,• �a 16" SLOPEDJ TIE BEAM \ / \ / \ / \ / �� �� 16 DEEP CONT. BB "SLOP TIE B AM D _ B.O. BOND BEAM 8' - 8" 8" THICK CMU WALL T.O.S. On - T.O.FT G. 4'x4'x 1'-4" W F 3.0 r[C\i. FOOTING 12'\ S302D STRUCTURAL NORTH ELEVATION - DORMITORY BLDG "A" 1 /4" =1'-0" Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ® WOY"9M 2017 AN RWft Structural International BWMIng Consultants a Engineering Design Serulces Inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project z w w seal •A r J3 •. ice• 0 R 1 O P.•`�,� Hasan r�rroud L. 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% DID SET 3 2017 JUN 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 OMARpi VE & GC REVISIONS drawing info PROJECT # : IBC-17017 DRAWN BY: WA CHECKED BY: HSA sheet number EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG "A' S302D 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. 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 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT + CORMIA a� L O J C t e c O C 3 L E O L C ,r O L to C C + i0 oO UOa'+0 Mo v vOi o c aU o�tg c O o IQ - N � U V M .0to +35- r.r_occ � fV) M :3 E m C O O U) r o E 4=comN cO + uEco '0-0 O s_ ++ C N C (13 U a0 >c'd15U c U:)t�In �� U V O •p m L O CM N =E5 i y O C J 3 t IV c m - - -0 O •2 1'maN`�oc�c C�� E 5� E 3 0 0 E 2 -B aJ -0m 3 3 a� 00 M o c0N1a-OL -0cO.cm +� m U U 3 W"Ou U U J Mawiv+ -�LMv -.t M _U �Mi0iv o�� m m -o E N "0 N 2 7 m • 5; f;0 0 p1 O- O N CM Ea4 =oC Om O +' O m U 5 Z L N +' 2 3 n'mO 2L E O � o 6 m E+_' EU 00 o E e 2 ,o 0 o�$ c o In 3! � c �08(ou� O'-'-'n cc com>_�= M -O c O v O U) O�Q a.o.om E E�� U O E vi -d U o U + O #; O O NCO O U aEn`� a > cn Qc72 o �a (oV) 0 o C1�a.4-2 c E a� ++ U U — L N- O m a� N a a� c -2 m'10,-a~s cj bd c3:.19m vm > a -0 N E 0 a c o @ E a��mm0 E°%"o v m 04)1 � ion NE �a� ffi -M s_ C c v O U c O U m t (UUc a. -a O (U O N C O U ++ N O L U) Qo o � :�. 0 m �m m o s 2-8t 4.2 N0=38 U a "n Eoa� pC1 N 3 V a�..r O 3 n - c 3: o f �oo_U �U—� Cm U.Ov2 O,z��g c a`, B N Civ c-cmNo E u- U O N �6(A- _�W 3 s a c�i c, 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 S601D) 3/8" =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 0 AND DETAIL 4/S601 D, a a TYP.) GALV. SIMPSON'S JOIST HANGER (TYP.) CONT. 2x4 HORIZ. 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 3/4" =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 -400 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" BOTTOM CHORD LATERAL BRACING NOT BY IBC 1Od 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 5 MINIMUM LATERAL RACING REQUIREMENTS SHALL BE PER HIB-91. TRUSS ENGINEER SHALL VERIFY THAT MINIMUM BRACING IS SUFFICIENT AND ADD ADDITIONAL BRACING AS REQUIRED. O ROOF SHEATHING - SE O SHEAR BLOCK (2) - 2x8 WOOD TOP PLATES — (2)-3/4"0 HILTI KWIK BOLTS nrrwirrw� �wir.�r� Tr�� �nnrn r�r�r rw��u�rrr�rr� r�^^r n�inn^rf ELEVATION VIEW 2 TRUSS BLOCKING S601D) 3/4" =1'-0" SIMPSON A21 (TYP.) PROVIDE AT )PPOSITE SIDE OF BRACE :ONNECTION ZOOF SHEATHING SEE 'LAN 5)-10d BRACE TO 'RUSS (TYP.) 'RE -ENGINEERED ZOOF TRUSSES NOT IY IBC AT 24" O.C. AAXIMUM 'RUSS HEIGHT NOT '0 SCALE DETAIL LATERAL BRACING NOT BY IBC - SEE NOTE BELOW (3)-16d TO LATERAL BRACING (TYP.) 2x4 BLOCKING TOP AND BOTTOM (TYP.) SECTION 2x8 WOOD SHEAR BLOCK (TYP.) 2x8 WOOD TOP PLATE ^HORD IMPSON A34 EACH END ODS PER EQUIP MFR. 6 MISC. FRAMING FOR EQUIP. S601 D 3/4" =1'-0" - 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. 0 © 0 O x O O O S Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ® aW rxft 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 0 2: F_ ce g O UJ 0 ' �aN aZ Ce M LL z J��1. o Q = V o z W W s e" a N NA o 53319 V fiE OF.' `�� ��.64;sl0 N A 1nn1 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 info 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 LED G E R BOLT LAYOUT DETAIL TYPICAL WOOD DETAILS 7 S601D 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. 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. 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 T (A i Cones o o r- 2 L E b a I >_ 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 to fA 0 c- 22 O � .G Vir ' L oCrn E 2'- 82�- coo M '' �.2 M a� a EoE 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:3 N u> 0 c > O O .<s �a CL 0` -0 ML0 E 2 Oa w 'fn41 U c m �i o.rj - 49 C r0 3 -8 7 Q > O fn�+�+'E E �� c E,aQ�fo 02� igaci$.O Q�• �L 8.,-0 f0 'P v210J WJ L i! t O > 0 d�'6 O N > +-' a+ mm m c3 cc E :3,_ E B CM Q r p C E 2 N `'2 �o s M o >'E c c 8 M m m o a + v .r-2 cot CL.-t; w N t O N " 41 U EQLp =a 7 i6 Ch W 41 E , 8 � �a u i ' • • - •-' _i _ REOUIRED PANEL NAME: LAA 1 i .i .iAMPSMOUNTING: VOLTS0 GFI PROR 2000 114' PHASE3 SHUNTRIP� DEPTH: i • i' ' RESTROOM LIGHTING DORMITORY RECEPTACLES WASHER DORMITORY RECEPTACLES - DORMITORY - - i ®_ REC i LOLME RECEPTACLES SPARE "i - PROTECTOR i1 i f 1 LIGHTING (L) RECEPTACLES 1ST 10 ICtA(R) RECEPTACLES OVER iOKVA(R) HVAC EOUFPMENT (H) APPLIANCES (A) EQUIPMENT (E) LARGES MOTOR (M) Ore4ER (0) SPARE (S) LINKED PANEL (P) (ICVA) 2.00 FACTOR 1.25 AD I C Ai 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 8192 0,00 1.25 O.OD 0.00 1.c0 0100 0.00 1.CO 0.00 I10ED IN ABOVE TOTALS TOTAL CONNECTED KVA.: 94.02 TOTAL CONNECTED AMPS/PR 261 TOTAL DEMAND KVA.: 94.52 TOTAL DEMAND AMPS/PK 263 NOTES: ,o 7 e • i'i' 1i-]cams= i i i i '• EQUIPMENT DESCRIPTION old. -MO ADDITIONAL O.STRIPStiPERSIZE HEAT W"�_E� JAPPROX VOLTTOR i i'i' NOTES FT VD% ME ME - 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 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 LaAA 208 3 Y N Y N 25C 200 42 1. ° ,. _ . � ®©�©��®�����® S.�! '+Gamma® �� "r� f _II ( ' - ♦ . 3UILDING STEEL VIETAL WATER VIAIN .OUND RING GROUND ROD NOTE: REFER TO NEC 250-52. NOTE CWNECT ALL EWERMCY BALLAST, EWERGMCY BATTERY UNITS AND EXISTS AHEAD OF ALL SWITCHING M LOAD UGH71MG CIRCUIT. 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 M LO ELECTRICAL RISERS, DETAILS &PANEL SCHEDULE. 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 UJ z U 41� z °� W M L1J > � Q N _! z oC M OU. a�U. = Wz a 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 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. lr V "1.7 a17LLl LPWL3 MOM 1•ILMawmL VW LT A wi, 1V "Ma OLLI\ LI\LMRVLV WR RLLAL"-LL7. M1J-*WZP■ 3ld1LL M LA.11lVll\l7L/ . V Ilia a"LUI 13 rMI[V Wr V "U L7Vlt.H1.1 CI\V aLl MI\L7 ZMP6MLV IR/V OL 3LfM1vM1 LL7. 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M = c 3 m E E L }; O L aoi'� a oa (In-00 =M0cE }' , Q c L o � c U + c0 C o CL O. V W L 41 E 0 :c o +; c -O= L �i a�Li M v o, aJ o, c cacc= c - m E 3�-8�u9) LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL # LAMPS TYPE VOLTS MOUNTING WATTS LOW PROFILE BATTERY BACKUP BP EMERGENCY LIGHTING UNIT. (2) SAW 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 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 12D VOLT UNLESS U06tMIISE NOTED. 2. FUfTIM WITH ELECTRONIC BAL AAST SHALL HAVE 10% HAINONIC DWORIION. 3. FINAL FDM EXTENDED GENERAL 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 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 'iX1 ` UNLESS NOTED OTHERWISE. DORMITORYA BUILDING - LIGHTING PLAN SCALE: 3/16" = 1'-0" L ALL EMERGENCY WALL PACKS ARE TYPE "BP" UNLESS NOTED OTHERWISE 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 PLAD 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 ® cDP09ft 2017 ANX" Remwd �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 0p O U �LL OZ Z Q MU) W w W = r rO V ) seal S�®®011illiddl!®/ A. S� \C E ®em (ram 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 EL201D 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.