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Home My WebLink About3706 Sanford Ave 17-2598 RevisionRevision 1� City of Sanford Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building0sanfordfl.gov Permit # Submittal Date :3' Z Project Address: SA J FdV4) : �L Contact: fir) rw L 4iI�C L E Y Ph: 14ol- 945 - o 13 6 Fax: Email: S (u ng ley Co 1ltti O-- L-04 Cry Trades encompassed in revision: L� Building ❑ Plumbing Electrical ❑ Mechanical ❑ Life Safety Generale description of revision: AircW � 4nn i c.6hits Ccr ivy aN� ✓apt �t`F� r 1. E I ec-l-V/c c, I L 4* 7 t c G L4 vtG,e5. ❑ Waste Water ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ uilding 00 3 '^ aA }g cZ"q U -2 �'' o?-`-tjv m >=0-00 U m o L Q o ig 3 0 L o 2 ,o ,a 10 w L E � 0 0, M „ CX 492 r O 0V f c aA L U O 0 E > b N C U O NfO �' vOi vi +' :3 c 0�ow -03E�j �Lo� (V -0 E L o ,� o c U 0 0 0 O L O:L t 8 + cmL o,a; 8 N O U c ccu� O L W �� W-0U,+ =a V) O O t -0 W i+ -Vn L Y EE41 �12 w �_ Y 2: 0 B o E WcaA p O L L 0. L o fp O15 N a+ c� m Ern vo 3ucW EE N (O E -I -EL° E O UO i `++ U1 = W i y a c to t 0 •�' E W J ° o_ i J sr OQ i t; O !O O L O U N �0 o + 2 U N O CD >-o f0 O L yU= f0 = �i UEn O VUE� +�U= �Aj 42 �,6 to n f6 o� '3 � j L3 o� ,_ V 16 E: T .a � i ° ooco a� c 8 c N 0 -0 c •a t C f0 C - r0 0 E - 0 a3,� 'd ,4! L7 O _ C N a 2 .o -0 =_ 0 41 c°._m 0m o N °1 o L (O + 41 -8 B : 0 cElx� •LLa_i� ' L — O C J t O to J N L L o5 o Q � •L c o v S a 43 c � Q 8 N w w b s Q v(AE a W .T T M L 'O f6 p8fo+ 8 oa :g D e o 12o. E SG c N OL U = t, O (O C (AU 'o o iamb° (V 0) _C C i O 3 o5 m r%- c_N 0 >E1A3 41 ale O O �' Q N of 04 us- M Ecy -2 'v 00) rn is 00 c.21EG0%CD — �+ O O O N L 2 i+�� 3: M- 'rn o In. M IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY TEEN CHALLENGE SOUTHEAST REGION - ORLANDO SUBMISSION #7 VE & GC REVISIONS (2018 MARCH 02) ADMINISTRATION BLDG ABBREVIATIONS SYMBOL LEGEND (E) EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING 00 - DRAWING NUMBER (N) NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD EXTERIOR ACT ACOUSTICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING) AFF ABOVE FINISHED FLOOR FT FOOT (FEET) PROP PROPERTY ELEVATION AFG ABOVE FINISH GRADE FTG FOOTING PRTN PARTITION MARKER XXO-0 ALT ALTERNATE FV FIELD VERIFY PT PRESSURE TREATED SHEET NUMBER ALUM ALUMINUM GA GAUGE PTO PAINTED ANCH ANCHOR GALV GALVANIZED QT QUARRY TILE APPROX APPROXIMATE GC GENERAL CONTRACTOR R RADIUS DRAWING NUMBER ARCH ARCHITECT(ARCHITECTURAL) GL GLASS REINF REINFORCED (REINFORCING) SECTION 00 6/ (BO) BOTTOM OF GR GRADE RWD REQUIRED _ _J BD BOARD GWB GYPSUM WALL BOARD REV REVERSE MARKER XXO-0 BLDG BUILDING GYP GYPSUM RH RIGHT HAND j SHEET NUMBER Bix BLOCK HDW HARDWARE RM ROOM BM BRG BEAM HGT HEIGHT RO ROUGH OPENING BEARING HM HOLLOW METAL RTU ROOF TOP UNIT DRAWING NUMBER BTM BOTTOM HORiZ HORIZONTAL S SOUTH SECTION 00 J BTWN BETWEEN HP HIGH POINT SCHED SCHEDULE DETAIL BUR BUILT-UP ROOF IO INSIDE DIMENSION SEC SECTION MARKER XXO-0 CI CONTROL JOINT INCDSNT INCANDESCENT Sr SQUARE FEEr(FOOTAGE) SIM SHEET NUMBER CL CENTERLINE INSUL INSULATION SIM SIMILAR CLG CEILING INT INTERIOR SL SLOPE DRAWING CMU CONCRETE MASONRY UNIT(S) IT JOINT SLNT SEALANT NUMBER CO CLEAN -OUT KO KNOCK -OUT SPEC SPECIFICATION COL COLUMN LAM LAMINATED SQ SQUARE ENLARGED 00 CONC CONCRETE LAV LAVATORY SS STAINLESS STEEL CONST CONSTRUCTION LB POUND STD STANDARD DETAIL XX0- CONT CONTINUOUS LH LEFT-HAND STL STEEL MARKER SIM SHEET CT CERAMIC TILE LP LOW POINT STRUCT STRUCTURAL ' I NUMBER CTBS COLOR TO BE SELECTED MAS MASONRY SUSP SUSPENDED DET DETAIL MATL MATERIAL SW SWTTCH OF DRINKING FOUNTAIN MAX MAXIMUM T TREAD DIA DIAMETER MECH MECHANICAL T&B TOP AND BOTTOM 00 DRAWING NUMBER DIM DIMENSION MEZZ MEZZANINE T&G TONGUE AND GROOVE DN DOWN MFR'D MANUFACTURED T/ (TO) TOP OF INTERIOR DNS DO NOT SCALE MFR'R MANUFACTURER TEL TELEPHONE DR DOOR MIN MINIMUM TEMP TEMPERED ELEVATION 00 XXO-0 00 DS DOWNSPOUT MISC MISCELLANEOUS THRES THRESHOLD MARKER j DWG DRAWING MLDG MOULDING TI TENANTIMPROVEMENr E EAST MO MASONRY OPENING TPD TOILET PAPER DISPENSER EA EACH MR MOISTURE RESISTANT TS TUBE STEEL ( OO SHEET NUMBER EIFS EXT. INSUL AND FIN. SYSTEM MTG MOUNTING TYP TYPICAL El EXPANSION JOINT Mn METAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE NOTE QQ-QQ ELEV EOS ELEVATION MULL MULLION EDGE OF SLAB N NORTH VGT VINYL COMPOSITE TILE MARKERS EQ EQUAL NIC NOT IN CONTRACT VERT VERTICAL EQUIP EQUIPMENT NO NUMBER VEST VESTIBULE EW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING WINDOW TYPE 00 EWC ELECTRICAL WATER COOLER NITS NOT TO SCALE W VEST MARKER EXH EXHAUST Oc ON CENTER W/ WITH EXST EXISTING OD UT MENSION wArEDR - Exr EXTERIOR off OVERHEAD CLosEr DOOR TYPE 00 FD FLOOR DRAIN OPG OPENING WD WOOD MARKER FE FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER FIN FINISH PH PHYSICALLY HANDICAPPED WP WATERPROOF - FUR FLOOR PLAM PLASTIC LAMINATE WR WATER RESISTANT FLUOR FLUORESCENT PLAS PLASTER WWM WELDED WIRE MESH CENTER LINE BIDDING NOTES GRID LINE NEW /EXISTING - - 1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE LACK OF SPECIFIC ELEVATION +00'-00" INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR MARKER ELEVATION NAME 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 #GYP. BD. LAYERS / SIDE FIRE RATING (hrs) STUD SIZE INSULATION (if used) THE JOB SITE CONDITIONS. PARTITION 2 PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO TYPE MARKER j _ PM00.00.0(S) REVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING CT = X �— TOP PLATE ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS STUD: M=METAL, W=WOOD CONNECTION TYPE OTHER MODIFICATIONS. - ROOM NAME 3 NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION, ROOM ID i 000 NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB MARKER OOO SF CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFIC _ NOTIFICATION TO THE RECIPIENT THAT THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL m ROOM NUMBER CONSTRUCTION SET AND SHALL NOT BE USED FOR CONSTRUCTION. INTERIOR XXX -' WALL FINISH 4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO FINISH XXX -� WALL BASE BID THE MOST EXPENSIVE OPTION TO RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA MARKER XXX FLOOR FINISH ADDENDUM. 5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO FLOOR FINISH 000 PERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE MARKER INSTALLATION. CEILING 1 XX 00 O.S 00 -00 XXOO.O.S " 6 �� " R �� WHERE THE TERMS APPROVED EQUAL", EQUAL TO , OR OTHER GENERAL QUALIFYING TERMS ARE MARKERS 00 -00 USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF - - - - - - THE ARCHITECT. MATERIAL � G ERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB -CONTRACTOR'S ARE BIDDING MARKERS 7 THE EN 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. NORTH ARROW DRAWING TITLE TAG REVISION CLOUD TRUE PROJECT NORTH NORTH 00 VIEW NAME SCALE:-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. PROPERTY INFORMATION PARCEL ID #: 12-20-30-300-019B-0000 PROPERTY DESCRIPTION: SEC 12 TWP 20S RGE 30E BEG 305.77 FT W & 310.29 FT N OF SE COR RUN N 811.4 FT E TO W R/W SANFORD AVE S TO A PT E OF BEG W TO BEG & E 3 FT OF LOTS 13 5 7 & 9 & E 3 FT OF N 21.4 FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL PARK PB 30 PG 85 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 WHERE OPENINGS 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. -B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE 22 PER FBC 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 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. 1 akp Mai: Blvd 3790 S*nkwd AVOM r KVJ Cl. I LUI.H FIO N 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 SCOTT+ Orlando, FL 32810 CONTACT PERSON: CORIVIIA Angel Ortiz aortiz@scottcormia.com www.scottcormia.com t: 407-838-8450 STRUCTURAL IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 Orlando FL 32835 CONTACT PERSON: IBC Hasan Arouri; P.E. hasan@ibc-engineeringdesign.comoil www.ibc-engineeringdesign.com iMemational Blrgdln9 Conts d t: 407-826-1000 �n9 �S"ces int MECH / PLUMB / ELEC IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 CONTACT PERSON: IBC Song Sayprasith; P.E. song@ibc-engineeringdesign.com InierTtknal i31ling Consultants d www.ibc-engineeringdesign.com Engineering DesignierWces Inc. t: 407-826-1000 CIVIL Tri 3 Civil Engineering Design Studio, Inc. P.O. Box 520062 Longwood, FL 32752 CONTACT PERSON: Constance A. Owens, PE, LEED AP cowens@tri3-eng.com www.tri3-eng.com t: 407-488-9456 f: 407-641-9993 CONTRACTOR The Collage Companies 585 Technology Park Lake Mary, FL 32746 CONTACT PERSON: ■o"COLLAGE Brian Walsh CONS TkUCTION r INTEGRATED SERVICES bwaish@coliage-usa.com www.coliage-usa.com t: 407-829-2257 4� t ;� i a sib/ + i r IJ 3LJ0i f: 407-829-2258 TO P ..,, i u t� !,HnRi CANCEL, EL C Al r TG ICJ tiiL , �,OV'' I(" OPTHE ASIDE ANY OF Th .� \ i'+O� S!�N! _:.'✓I,iH5�r �. �, LAID!-J, TAU tinOF THE BUIL.1,ANC (,,FF.I I rE 'v OF RLQi! !RINC A COppEf'rjOt� "iGE GR VIUI_A T ION. 0� i HIS CUI'J� ;RU LTION SHEET INDEX # DESCRIPTION SUBMISSION 11213141516 GENERAL GOOOA COVER SHEET -ADMINISTRATION BLDG ■ ■ G002 ADA GUIDELINESills" ARCHITECTURAL A011 SITE REFERENCE PLAN minim A020 LIFE SAFETY PLAN, DETAILS & LEGEND - ADMINISTRATION BLDG ■ ■ ■ A025 NOA'S ■ A026 NOA'S ■ A102 FLOOR PLAN -ADMINISTRATION BLDG ■ ■ ■ ■ A104 REFLECTED CEILING PLAN - ADMINISTRATION BLDG ■ ■ ■ A121 FRAMING PLAN - ADMINISTRATION BLDG ■ ■ ■ A123 FRAMING DETAILS & PARTITION TYPES ■ ■ ■ A201 ROOF PLAN - ADMINISTRATION BLDG ■ ■ ■ ■ A302 EXTERIOR ELEVATIONS - ADMINISTRATION BLDG ■ ■ ■ ■ 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 ■ ■ ■ ■ S002A STRUCTURAL GENERAL NOTES & ABBREVS. ■ ■ ■ S003A WIND PRESSURE DIAGRAMS ■ ■ ■ S101A STRUCTURAL FLOOR PLAN - ADMIN BLDG ■ ■ ■ S201A ROOF FRAMING PLAN - ADMIN BLDG ■ ■ ■ S301A EXTERIOR STRUCTURAL ELEVATIONS- ADMIN BLDG ■ ■ ■ 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 son M301A DETAILS - MECHANICAL ■ ■ ■ M401A SCHEDULES -MECHANICAL ■ ■ ■ PLUMBING P001A I LEGEND, SYMBOLS AND NOTES - PLUMBING ■ ■ ■ P201A JADMINISTRATION BUILDING - PLUMBING PLAN ■ ■ ■ ELECTRICAL E001A LEGEND, SYMBOLS AND NOTES - ELECTRICAL 111110 E002A SPECIFICATIONS - ELECTRICAL minim E301A RISERS, DETAILS AND PANEL SCHEDULES - ELECTRICAL ■ ■ ■ ■ EL201A ADMINISTRATION BUILDING - LIGHTING PLAN ■ ■ ■ EP201A ADMINISTRATION BUILDING - POWER PLAN ■ ■ ■ SHEET INDEX LEGEND ■ = sheet submitted (with revisions) o = 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% OWNER BID SET 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 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 REVISION 3. FIRE -RATED ACCESS PANELS 4. MILLWORK S. 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.scottcorTnia.com 0 0WflgR 2017 AN R19fts Raelmd project s e a MOND L 1900 00 A R 0 008232 , � " C., . Ra tt, AIA FL.REG. W 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 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 2111 MARCH 02 VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO CHECKED BY: RS sheet number COVER SHEET - ADMINISTRATION BLDG 14. FLOORING & UNDERLAYMENT 15. INSULATION REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTSSITE GOOOA I UJ IL 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 'a) Pl 0 c .2 =E o?co :pt o>P-0 ,vac c;rn M m O J�O � T30', o 356 0 (v O 12 $ 42 r'M;-8 E c C °' rn o .2 -MiR L Ef0 0 o O, 0 z 0-,=- .2 8 EnL a) of = Y � c vofOj _ •C L O mo-cE � L A > m U ? 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SCALE: 3/16" = V-0" GYPSUM BOARD PER PARTITIONS DETAILS MTL STUD WALL PER PARTITIONS DETAILS PRE-ENGINEERED WOOD ROOF TRUSSES (BY SPECIALTY ENGINEER) DRYWALL FURRING CHANNEL 5/8" GYPSUM BOARD CEILING, ATTACH W/ 1-1/4" NO. 6 TYPE S OR W SCREWS NOT MORE THAN 7" OC AT ALL SUPPORTS AND NOT MORE THAN 3/8" FROM EDGES AND ENDS. ,� A TYP GWB CEILING DETAIL SCALE: 3" = 1'-0" FC ,` , W , .; o - — - 'LL I [M-1 -�_,,,,`.,--,"� ", ,,-t," ,,,�-,-_-_':, ,I,,, �,-._1----_":1 �,-Tr-!-----f,f_,1�;�I', `,,""'-;_--',,,"1,",_,---I --L,` (f-,, ,--_',. _ y. r^ n ',,,`-, 71-.,:.'l1'-, 1�, I---,_--z,,":,E,,--�,5- �,I-,"-_� L-uA--'�", �", —_4-�-', ,:._"',, -,-.," ' ,]��',-.--,,,,,'"1"-,-- �, _I.. -_-- -- ,1,1- ,7z._-- ',,",',._-T," >",._-_-", —I,' ).._-_-I,',,, ,-' _-:-F_,,',�I 1:"7 ;�"1__-,N,, �_:�__�, �. s,--- ,&,� �,,,; . -�- �.-_,',,' "" `--. _ _ _ _ _ _ J - _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ 'Y; _ - _ _ - - a - - 7' C> ; „ _ 1 _ N w 1 1-{ _ B.1 r' G - - G 6.1 1 11 - Y, '« . y - 7- 4 - - 93 - 7-934 T, - - - W - w ` ; � TYP - :'F "" , 7 7 >: L (� -'' - 4- E ;"E `. :` 'E- eE - _ Q _ Q.-r Q . 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Q' -E ___ ,;--"�I-- ,-I:-"�'I, -,- ,.-,,--,:-.,, '-__-,;,1,:11'.-, � - —IL"-_,-`I_:.-; � _-1�.1.-1l,-..,.'',,',1 ,-�.� V,�-, I--IN�'^ ,'�.1',1''vv-^- ,,, - �I' -.�" _ --�,-_ ., I -4*,-,',,,_-__,,,.;!71�,.-_- _",,_�-;,_ y c { _ _ _ _ _ _ _ _--1:' - :, - - - - - - - - - - - - - "'_ ,'_,, ,--yy,_ ��- --11 �� _--�"- —",I-,-_-,,I:I-_'",�__; -�,.�1 ,, -_-,,, ,�,_-1-e. _"_-', - -'ti - - - _ - - - - - - - - - - _ - - - - _ r0 , ,". 1 -,� ,-1__-_.11 ,�---.,, -,. -,-;_,!,- I�:_, , :�:.- ,,, `a, - - - - - - - - - - - 1 - .8 ?'. - '., t' _- - - - - _ - _ "I_1,,'.,,-,-� W' "• ,, _ �' - - �2-^Ily - H _( 6 2 3 3 - J o o - y r' ".TYP. 0 IYP.± y 0 -S t ,_` _ _ _ _ _ _ _ Y ac • }` = t )L i- ,.1 o - - - _ _ .- -__ _ - I. 2- 61 R _ , . - TYP. P °I � 4 3 [==�]1 - , I`•'•£, ( s 6. � Eu RCP NOTES 1 CONTRACTOR TO PROVIDE CEILING SAMPLES FOR OWNER APPROVAL. ALTERNATES TO BE APPROVED BY ARCHITECT. 2 ALL CEILING HEIGHTS ARE ABOVE FINISHED FLOOR, 3 IN CASE OF DISCREPANCIES IN LOCATION OF COMPONENTS WITH ELECTRICAL DRAWINGS, THE REFLECTED CEILING PLAN SHALL GOVERN. 4 SINGLE LIGHT FIXTURES IN GYPSUM BOARD CEILINGS TO BE CENTERED IN BOTH DIRECTIONS UNO. 5 ACCESS PANELS TO BE PAINTED TO MATCH ADJACENT CEILING FINISH UNO. 6 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. 7 ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT OF SEALER, FOLLOWED BY TWO COATS PER PAINT FINISH W/ SMOOTH FINISH. 8 DO NOT LOCATE ANY JUNCTION BOXES, HVAC BOXES, TRANSFORMERS, ETC. ABOVE HARD CEILING AREA. ANY ITEMS ABOVE HARD CEILING REQUIRING AN ACCESS PANEL SHALL BE RELOCATED SO AS TO AVOID NECESSITY OF ACCESS PANEL. 9 APPROVAL FOR ANY ADDITIONAL ACCESS PANELS REQUIRED IN ANY CONSTRUCTION WITHIN THIS PROJECT SHALL BE REQUESTED IN WRITING TO THE ARCHITECT. 10 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL AUDIOVISUAL REQUIREMENTS WITH TENANT AND/OR AV CONSULTANT. 11 ARCHITECTURAL CEILING PLAN SHALL GOVERN FOR LOCATIONS OF ALL DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALL PREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURRING ABOVE CEILING. DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. KEYNOTE LEGEND # DESCRIPTION 7-61 3" SOFFIT VENT 8-7 NON -RATED CEILING ACCESS HATCH - 22"X36" 10-18 PREFABRICATED CANOPY 23-2 SUPPLY AIR DEVICES (SEE MECHANICAL) 23-3 RETURN AIR DEVICE (SEE MECHANICAL) 26-1 1 LIGHT FIXTURE (SEE ELECTRICAL) CEILING LEGEND r,-_1,_" -_ --I GYPSUM WALL BOARD ON METAL STUD - - SEE CEILING SOFFIT SCHEDULE WALL SCONCE LIGHT FIXTURES (SEE ELECTRICAL) O RECESSED CAN LIGHT FIXTURE SEE ELECTRICAL O PENDANT LIGHT FIXTURE (SEE ELECTRICAL) 0 PENDANT-M OUNTED FLUORESCE NT STRIP F RE IX1TJ ( CA SEE ELECTRI L EXIT SIGN - TYP CENTERED ERED ABOVE DOOR (SEE ELECTRICAL AND D LIFE SAFETY EMERGENCY LIGHT G FIXTURE (SEE ELECTRICAL AND LIFE SAFETY) EXHAUST FAN ( SEE MECHANICAL) SUPPLY DIFFUSER FUS R (SEE MECHANICAL) ® RETURN DIFFUSER Vi SEE MECHANICAL) CAL ) L0 ... CEILING ACCESS HATCH CD PERMIT # /2Z - ;1/d'58 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.prW 2o17 a RWft PWS-d project 0 0 wz 0:5 UJ r4 W � aN Z p J M J 0 oc � Q �" o � ce U � �o z� M� ww w= I- �_ 0 seal RLR#�ft, 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 2018 LARCH W & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO CHECKED BY: RS sheet number REFLECTED CEILING PLAN - ADMINISTRATION BLDG PROJECT NORTH I (M A104 �_ , 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 y fO E IV to 'Fa c"IOU 3= U f0 � "O c N M O p , 0 'i 10 o4M w __ ,oLo,rn 0 E 1a N t g M .°0 r_ 40 'N :;:3 0 v =0 0 c c v o f6 _ •i L O M rO E i O >-�cv U c � ai c 0�(a v d E U VO1 y O J L 4-00 E i C �40"O O 4) >, N c v � c 0 0 ct v� c 11 0421 U N p V rn Q c o c v o°�"E c E �cg WM+ oo 4, 0E�� .2T 49 c oI o E a '�a;vo 0 ;' c� fu - :3 __� r- L O N s E B 1 -p J Gj R E J E L E 0 o i -O O �:E W C c � E c = i N EO � � Y U 4-' N U Ja01 oQ V N N 1p aL-+ C c O r .' + cmv 1oaY0 ns W o rn c Y T o Y O c � v= i 0 3 C Q In 10 c c v 0E n V V O +NUS (n O n 04 o v L Q C � X > 0 -C 0» c = N J W L C O O_ 10 c $ O m c a aci`Omw E a0i 0 ;a3 =3 MCD °'0 O = -C i .iN m c-0-m c c mL90 w ta+ -04,°oaci cE`Ji°>' O c J 0{M(JJ '^ L e L Q a V, o �i L Q U 41C2 c O W cgvfi c c O V N � z (,1AE Y T E 13 rn� pv ns+ N 0 lc J (n c1@vo SO N.0 V 4ra L 0" E w > JE s O r0 c c.1ov O O O R mm >ai'cv .0.0 3 "- c= is o 10oMs6 1acV-cW -o -a � o N�-0t� 2 c Cx U0 g 0 t; ai r-v_Q 1n W ' o�vu� n omoa�a� W rn —M 00 co=c01,4 �O 7 c N N m'(A 0 aM ADMIN BLDG CROSS SECTION SCALE: 1/4" = V-0" ADMIN BLDG LONGITUDAL SECTION SCALE: 1/4" = 1'-0" ME + 1 " HIGH PARAPET MID PARAPET LOW PARAPET + 1 " B.O. TRUSS BRNG Jh + 1 11 L1EV4 L 1 T.O. FOOTING ADMIN BLDG CROSS SECTION SCALE: 1/4" = 1'-0" 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 CIVIL FOR ACTUAL FINISHED FLOOR HEIGHT. KEYNOTE LEGEND # DESCRIPTION 6-8 PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED TOP CHORD (BY SPECIALTY ENGINEER) -R11119WAPM. 7-29 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) 5 A403 + 1 n MID PARAPET + 1 11 TRUSS BRNG NIT# t 7 - 2-r-2 E _ +' " OIL LEVEL 1 1 " T.O. FOOTING 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 ® Cw rlgll[ 2017 AN W" RtSeved p r o i e c t 0 0 W z 0:5 z °e WUJ M J z �M 0 ~' 0 u. = W z0 UoC cn 0 %0LL Oz Z Q MU) UJ W W= 0 V seal `l-, 0i �-'' � yMOND L OT AR0008232 R5yflNffM1P0Wott, AIA FL REG. 0 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% DO SET 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 CHECKED BY: PIS sheet number BUILDING SECTIONS - ADMINISTRATION BLDG 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 @ b E W4�o 41 o > -1 ��3c m o �coa) Im o -a a=1 08 :E ,o •L � r •��cc �a�a,rn �M'n r- o E- Mn E- +' C c o IOU o of; o� U O 10 m 0. c E ns Y r ii o t o Y 3s r+-0a)tn c �a)Mw v Eci L N O J a) L a c ns �. 0 0 a c 2 omy 02 L C (a O ia) o W ,r- a +�+ CM Q c o c oao E W8 W M 7 + a) t_0 ani 4 oE�v .�2Bg '0brt}46 E :P W C W a) L > O y >' V) 49 @ L is �j E a, c oc c�v�o 3 u v �E v�a�citi J a� ro E L '� E o o .a o O i N f-1 a rtoc to 0v < 0. fo L y `° 0 c c o ��-a+ c 'o MC tj m -a O M W m IN c 'i 'a �+ >`O Bu O y U UO3-C Q ':2 R c' 0 u E a U U O-a + :30 U '0 Y N E 049 a.+ O V a) y L it fa O :� - �3-c 0 a) J a1 N N c as ov c U c W Vf c a Y N 10 M 4- E i N O 3 :3 m I , OW = N 4-O� U 'a sy y 4- N 0 mE�aoi c c v�•0� > L U 0 �(aa o O 0 t •c c R c 0 0 cg p, c c N U N 0 c m � � E a Y t -0 to (v y E Q o y +_1 a, L •a (a O U yy+�� C c `.j t� W U Q a) U o E != N a)o"( V- O, > �coc '3 ash m WE-0 W ° E c' M y o N c 0y 2 o L �;'r�3 a�MOuV Ea'yt15 -0 rnM00 cYc=rn,4 al 7 c N rn L .602 L m 'y O a en R-30 BATT INSULATION Q� ASPHALT SHINGLES OVER ASPHALT SHINGLES OVER 1'-0" UNDERLAYMENT UNDERLAYMENT OVERHANG 6" POLY -ISO RIGID BOARD j 7 Q (R-30 VALUE) „ 1/2 PLYWOOD SHEATHING 11-0 11 fl / 12" OVERHANG 1/2" PLYWOOD SHEATHING _ WOOD TRUSS (RE: _ WOOD TRUSS (RE: STRUCTURAL) STRUCTURAL) EAVE FLASHING EAVE FLASHING FIBER CEMENT FASCIA BOARD FIBER CEMENT FASCIA BOARD 2"x8" SUB -FASCIA 2"x8" SUB -FASCIA WOOD TRUSS — -- — B.O. TRUSS BRNG +10'-0" — — ;-d B.O. TRUSS BRNG = 5/8" GYPSUM BOARD 1"x4"FIBER CEMENT TRIM 1"x4"FIBER CEMENT TRIM o- /2" PLYWOOD SHEATHING "s - �; 211 PVC CONT SOFFIT VENT 2" PVC CONT SOFFIT VENT < 5/8" GYPSUM BOARD �; SMOOTH FIBER CEMENT SOFFIT PANEL SMOOTH FIBER CEMENT SOFFIT a. < PANEL 1-5/8" METAL STUD CMU BOND BEAM (SEE a STRUCTURAL) CMU BOND BEAM (SEE " " POLY -ISO RIGID INSULATIO STRUCTURAL) SOFFIT DETAIL AT OPEN CELING SCALE: 1 1/2" = 1'-0" 6 I WALL SECTION SCALE: 1/2" = V-0" CMU (SEE STRUCTURAL) v WINDOW (SEE WINDOW SCHEDULE) SOFFIT DETAIL AT CONCEALED CELING SCALE: 1 1/2" = V-0" �i WALL SECTION L� +1 ' " OIL 2USS BRNG 1 11 1 LEVELI LEVE _ -1'-4" 1'-4' ). FOOTING T.O. WALL SECTION NOTE: GC TO PROVIDE CANOPY SHOP DRAWINGS FOR ARCHITECT/OWNER APPROVAL COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE Sl METAL DECK (SEE 14 GA. CLOSURE PI STRUCTURAL) STEEL PURLIN STRUCTURAL) STEEL BEAM (SEE STEEL COLI STRUCTURI CANOPY DETAIL SCALE: 1 1/2" = 1'-0" BED OF URETHb SEALANT METAL FLAE ROOFING MEMI HEAT WELD AS I ETAL DECK (SEE STEEL PURL STRUCTUR/ CANOPY DETAIL SCALE: 1 1/2" = 1'-0" WALL SECTION CANT STRIP D SHEATHING (SEE D SHEATHING (SEE LT, TYP. (SEE LATE (SEE STRUCT.) -OCKING (SEE A 0� MID F LEVE. WALL SECTION T SCALE: 1/2" = V-0" `J� SCALE: 1/2" = V-0" L % SCALE: 1/2" = 1'-0" IIIJ 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. WALL SECTION NOTES 1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND HAILERS 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 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) 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.) -9 4" P T N E 6-93 1 2" L OD S HI G SE R CT rL'6—Fj MR,R F Ilm 7-24 -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) 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.scottcorTnia.com p r a i e c t 0 0 wZ (D:5 J O �z QO 2w U C e Z Q W w W = O LU M seal MOND t SCO • � 1 AR0008232 1 L. 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 2018 M2ARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO CHECKED BY: RS sheet number WALL SECTIONS & DETAILS - ADMINISTRATION BLDG A403 PERMIT # / -2 „a >u 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 Y 41 _ a� La a, E 0 o m ? 46 c�3= S o M = o a) vo o -2 0.3 41,o 41 M $ 2.5 � cN0r ��f6=rn (v o rn +, aEC .0�o Cn a� 0 " :3 vofsy eofO� O is n$ E z- fO L = U (V UO1 vi +' 3 U c.>=n c o E v thLv0-J C ,0 0 o r >, c v B =o-.0 Z c�Qo �� e c Mo, 8 'v.6- r a, ¢` 49 o��E � 6UO .o U, + ;5v2 0 L A aaim 4, v 2! Y oE- _� O = O O E 41 a2=w a� m o o c�a)� Em c ov m 4 c m� E 40 a2 No E -E: 0 E O 0 " .0 .o a� ��-=a`W= oE41 �3rn� o O E�°' Y v J B O ¢ ev o U W E 15 SECTION THROUGH DROP AFE �u ocm O _ U — u =0 3 Eu 0 E n " 16 v ,g +41 Y1�," w 0 o ac%, INTERIOR �' a) n SHEATHING LIQUID -APPLIED WATER _ v� { CONTROL LAYER N n 1-1/2" Z CHANNEL STARTER STRIP o�aXio a '- U i9 1" RIGID INSULATION 1/4" GAP, DO a3i NOT CAULK '3 a.- FLASHING M $ a� FIXTURE S o(i o v ( PENETRATION TRIM AROUND m o L M$ $� OPENING E-0 CAULKING ALL _ 3 AROUND TRIM BOARD o n�i CMU BLOCK PER STRUCT. 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ADJUST SCALE ACCORDINGLY 0 CANOPY PLAN SCALE: 1/2" = V-0" J METAL FIBER CEMENT LAP SIDING SIDING, 6" EXPOSURE WATER LEAVE APPROPRIATE IL LAYER GAP AND CAULK )PRIATE CEMENT FIBER TRIM ,... 1 CAULK BOARD LAP SIDING - PANEL TRANSITION `t SCALE: 1 1/2" = V-0" INTERIOR SHEATHING — LIQUID -APPLIED WATER CONTROL 1-1/2" Z CHANNEL LAYER 1" RIGID INSULATION CMU BLOCK PER STRUCT. Zw 20 BASE BOARD CEMENT LAP SIDING (NON-COMBUSTIBLE) FLOOR SLAB (PER STRUCTURAL) STARTER STRIP U a z GRADE d `O w 4 4 d • a a •, .. d III —III � � I —III III —III —I ° � � dv ' < ' .. a 4 .�a °, I —III —III —III IF 11=111=111—III—I III —III —III =111 • - - - •- ' 1—III—III—III—III—III—III—I 1 LAP SIDING - GRADE CLEARANCE JSCALE: 1 1/2" = V-0" INTERIOR SHEATHING LIQUID -APPLIED WATER CONTROL 1-1/2" Z CHANNEL LAYER 1" RIGID INSULATION Zt:5 CMU BLOCK PER STRUCT. w _ Z � 20 BASE BOARD CEMENT LAP SIDING (NON-COMBUSTIBLE) FLOOR SLAB (PER STRUCTURAL) _ STARTER STRIP r4 WALKWAY 4aQ a'a a ° a 1 11=1 —1 1 1/2" EXPANSION JOINT - ' a • ° , - • I — = W/ PRE -MOLDED JOINT " 4 a . •da • 4—i—i III —III —I I � i--iFILLER & SEALANT I OO LAP SIDING - HARDSCAPE CLEARANCE SCALE: 1 1/2" = V-0" 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 1 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 T I CANOPY SECTION UNDERLAYMENT 1 ALL EXTERIOR STUD WALL SHEATHING SHALL BE ZIP-WAL. T I +10'- " B.O. TRUSS BRNG 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 CIVIL 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 (IYP.) 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) 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.scottcorTnia.com 0 Vfdot 2017 AN Rkjts RWmed p r o i e c t SCALE: 1/2" = V-0" 10 0 T 0 FIELD FABRICATED BREAK METAL FIELD FABRICATED BREAK METAL w z PARAPET CAP FLASHING 1X4 FOAM TRIM BAND PARAPET CAP FLASHING _(D ,, MID PARAPET _ " OL MID PARAPET z 0 W MLU CONT. SEALANT BOTH SIDES �0- w CONT. SEALANT BOTH SIDES U I a N CONT. (3) - 2X8 P.T. TOP PLATE z 0 CONT. (3) - 2X8 P.T. TOP PLATE (TYP`) 1X4 FOAM TRIM BAND z M J (TYP') 2 LAYERS 15# BLDG. O 0 U. MEMBRANE ROOFING TO GO UP AND OVER PARAPET UNDERLAYMENT MEMBRANE ROOFING TO GO UP AND OVER PARAPET CORRUGATED STEEL SIDING W V. z 0 FIBER CEMENT LAP SIDING 6" 2X8 WOOD STUD (SEE EXPOSURE, SMOOTH FINISH 2X8 WOOD STUD (SEE 2X8 FRT WOOD STUD U LL STRUCTURAL) 2X8 FRT WOOD STUD (SEE STRUCTURAL) (SEE STRUCTURAL) STRUCTURAL) Z ^ z Q U U U = WALL SECTION DETAIL PARAPET WALL SECTION DETAIL PARAPET D 0 V ) EXTERIOR GRADE SHEATHING WOOD FRAMING 2X8 WOOD STUD (SEE 6 STRUCTURAL) Mh FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH FINISH ROOFING MEMBRANE UP BACK OF PARAPET (2) 2"X10" WD. PLATE (SEE STRUCTURAL) LAG BOLT (PER AWNING MFR. LEAVE APPROPRIATE EXTERIOR GRADE DWG.) GAP AND CAULK SHEATHING 2X8 FRT WOOD STUD (SEE STRUCTURAL) ff AWNING BRACKET CONNECTED TRIM BOARD TO WALL (PER AWNING MFR. O DWG.) LEAVE APPROPRIATE GAP AND CAULK FIBER CEMENT LAP SIDING UNDERLAYMENT (SEE CONTINUOUS SEALANT AROUND UNDERLAYMENT NOTES) STEEL PLATE EXTERIOR SHEATHING LAP SIDING -INSIDE CORNER PARAPET WALL SECTION DETAIL 6 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 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: 1 1/2" = 1'-0" L SCALE: 1 1/2" = 1'-0" THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. LEAVE APPROPRIATE TRIM BOARD GAP AND CAULK LAP SIDING - OUTSIDE CORNER @ CMU 6 2X8 WOOD STUD (SEE STRUCTURAL)—� 2X8 FRT WOOD STUD (SEE STRUCTURAL) WALL SECTION DETAIL `j.O/ SCALE: 1 1/2" = V-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CONTINUOUS SEALANT AROUND STEEL PLATE LAG BOLT (PER AWNING MFR. DWG.) ALUMINUM TUBE AWNING SYSTEM 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 PERMITA410 seal .- ��.� 0 F t �,(MOND C SC , P, AR OGC).S_-, , tt, AIA NREGG# 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 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 MU L J O fitJ C C N LA o ++ o 3 22 E 0 of6cot Mncc+o Ma w O MU U w _+�.t'iwTa 00 O C 4J CA mo�vcoio t,M U¢ c W 0 —20ji c 0 0 ' U a0+3(au o c o c c 5 ,,, in Mo � EMo Co o m � o E L C (n tp 0 � Mn c c '+-.. 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COORDINATE ALL ROOF SLOPES, DIMENSIONS, ELEVATIONS AND FINISH DETAILS WITH ARCHITECTURAL DRAWINGS. 2. ROOF DECK SHALL BE COMPOSED OF %" 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 -II, 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.) ATE /7- OU35 4p' PROJECT NORTH Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ® tit 2017 AM RVtt Structural 41JI) IBC International Building Consultants d Engineering Design Services 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 LU M z Ct �o ; w �� N a J z ceM J �0 0 � Q �w z c v�i o U Z�. U. Z �W M � UJI CIM UJI � Qo seal 01N�S"AR.,,. : o 5 3IT9 -».- - � 3 "'STATE OF. '.•GV� 0 N AX- 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 2018 OMARCH VE & GC REVISIONS drawing info PROJECT # : IBC-17017 DRAWN BY: WGL CHECKED BY: HSA sheet number ROOF FRAMING PLAN - ADMIN BLDG 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. SCOTT + C 0 R M I A a) L J O o +3 0 0, C i .L ;a •L 30 M c " v s c c + :0: o;voI N 0 -� '0o2No U)U Q CO-0 — c—'1aO4a ocEcro c ;� o ai_' (2) - 2x8 TOP E + 3 PLATES — c o c c „ to O Eto co 0 CO- R CAR v Ov L 6 •L v M c• v > s z Z - 2 O;5 (a� o CD m+�� cEp tj 4� coo' >'� o .0 r4'75 p (ULo C E C aa) E 5 � E 3 c 0 m �� .E 2! 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SLAB ON GRADE 3/4" PLYWOOD SHEATHING , 11z 11z 34' - 0 3/4" 8" THICK CMU WALL WF-3.0 (A-2 STRUCTURAL SECTION - TRUSS TYPE I - ADMIN BLDG S302A) 114" =1'-0" PRE-ENGINEERED, PRE- FABRICATED MONOSLOPE WOOD TRUSS (2) - 2x8 TOP PLATES 16" DEEP BOND BEAM 8" THICK CMU WALL LOW PARAPET 16'-0" T.O. WALL 10'-0" B.O. BOND BEAM 8'-8" T.O.S 0" T.O. FTG. -1' - 4" 2 STRUCTURAL SECTION -TRUSS TYPE II -ADMIN BLDG S302A 1l4" =1'-0" (A-2 A-1 A-2 3/4" PLYWOOD SHEATHING —y I 4" THICK CONC. 8" THICKENED SLAB ON GRADE SLAB EDGE W F-3.0 3 STRUCTURAL SECTION - TRUSS TYPE III - ADMIN BLDG S302A 114" =1'-0" MID PARAPET 18'-0" T.O. WALL 10'-0" B.O. BOND BEAM 8'-8" T.O.S 0" T.O. FTG. -1' - 4" STRUCTURAL SECTION -TRUSS TYPE IV - ADMIN BLDG S302A 1/4" =1'-0" HIGH PARAPET 20'-0" T.O. WALL 10,-0" B.O. BOND BEAM 8' -8" T.O 0" T.O. FTG. -1' - 4" MID PARAPET 18'-0" T.O. WALL 10, - 0" B.O. BOND BEAM 8'-8- T.O.S 0" _ T.O. FTG. -1' - 4" Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 ® Copyright 2017 AM Rights Structural International Building Consultants d Engineering Design Serulces 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 (D O W M W �' aN J �z � M J �0 0 LL. Q (Aw z c _ �a v�) o U Z�- CZ UJI UJ LU F- 0 a V) seal 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 2018 OMARCH VE & GC REVISIONS drawing info 'mm& MIN - PROJECT # : IBC-17017 ITEDRAWN BY: WGL CHECKED BY: HSA sheet number FRAMING SECTIONS - PERMIT # I ? _ rjI r f ADMINISTRATION BLDG S302A 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. N L U L O J t c c O •:LJ 0 01 c -C .L to i otU`a�aoi L caeca+ '=' (U� v C=IdLn - w to U O O C go o L ,col, "0y U Q a W c U o 0=•E c 0 0 WEB Ut to c :30 to + 3 N o C O C C � to 0 Eta Co OtncOE w 0 a' c C +L, U 'E to o� c o c fO U a >s�aCiU,31 ram_ U to�,i3N 0� � o rn o o a.., 4_ i' O C 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. ►ORD. 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 SEE PLAN 3�' o cJ I >�L-Oo ntU`oa2 =c 105 5 ' 5-� - TYPICAL REINFORCING AT MASONRY (DOOR) OPENINGS E 3 c 2t M -_ (U 0 f0 0 0 a s 48db C U � 10 i C Q ++ to U +�+ t0 7 _,C U E 6 tE O U E 3 Xv-0 J+ Vaf C _a)L'�Tx o-tM(x - � T. & B. BARS •� � L � C =N4-(U= to to -0 t E •L C a d 48db 48db a� CONC. FILLED CELLS WITH VERTICAL BARS EXTENDING THRU BEAM o o L-BARS TO o E o MATCH BEAM c C- c (U REINFORCING TYP. Q�M 15C �>M E o 49 m NOTE: o 4' 0 to to 3 a -) REFER TO PLAN AND DETAILS FOR OF BEAM REINF. + n a SIZE AND QUANTITY �yCS( o TYP. EU M`�('_4 0 � O J U �In--- TYPICAL BOND BEAM AND CORNER REINFORCING L-0W"0 S601A @ f, .0 •L '0:J o 3/4 "- �_" -1 0 � Wes$ c,� c c - C O a) a) L O!='�•1Z _ =�U� -o O to fO a co O cL, ` •` _ MASONRY CONTROL JOINT a c '-' CU Q @ TEE INTERSECTIONS, c C 2 TYP. U.N.O. a) L U o .E '0 E to vU '0 io t-�o Cu + #; 9 GA. WIRE LADDER 0 0 m o $ REINFORCING +co-� omEBL �vISM a. c � ` • N f6 -2 a+ t 0 c o to 0 0 ,� : �aaZ528 CL cato0 to to �I L �cnGc.L •L (U- oa'isEo >+� P o -� to f° t o to a oL > U ��IIL•�L•�I r-== Jin 6" MIN. SPLICE TWO REINFORCED CELLS AT WALL TERMINATIONS, AND JAMBS AT OPENINGS T-O" 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 Uo�F-L to T TYPICAL HORIZ. WALL REINF'G /VERT. CORNER REIN'G 5 U m cc i 8O = O C S601 A 314" =1'-0" E E y V to U v o osv � �s;N 0 Uto2=� c U s -' o 3# TIES @ 6" O.C. (MAX.) o u vo, OVER MASONRY t n v OPENING. I a) am O OL N C 6 L .63 Q'L TIES OVER MASONRY u 2 Y o v 5 WALL (TYP-) n o am w o c-so > •- c � MID -DEPTH BARS �2� S601 A 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. TYPICAL REINFORCING AT MASONRY OPENINGS 3/411 = 1'-0" TIE BEAM REINF 3/8"x1" (VERT.) JOINT CONT. 3/8" AT THROUGH JOINT EACH SIDE OF CONC. JOINT TIE BEAM. AT TIE BM./BM. 3/8" JOINT SEALANT AND BACK-UP ROD PER ARCH DETAILS STOP REINF'G. IN KNOCK -OUT BOND BEAM TYP. I PREFORMED JOINT FILLER 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 da - 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. j1 SEE PLAN w TmE BEAM NOTE: (IF REQUIRED) TH N 0 0 n o LINTEL, SEE LINITrITEL ; d �1 n U No SCHEDULE a; BOTTOM :° a' co a m S E ° BARS! " " - ADDN'L TOP BARS SEE "CONCRETE BEAM v � -0 'o #(5) VERT. AT 16"' 6 TYP �� 'TYP AND SUPPORT " -°'=, SCHEDULE " FOR BAR c Lj U O.C. WITH STANDARD HOOK STIRRUPS (IF REQUIRED) ; - _ SIZE AND SPACING. N o o E U Eo INTO LINTEL f ^ I CONCRETE COLUMNS/ c ca U o w �� " L1 ' L2 �� TIE COLUMNS: SEE 0 � � �� 0 •,_ � c PLAN AND SECTIONS c o's to FOR 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") TYPICAL CONCRETE BEAM AND TIE BEAM DIGRAM REINFORCING. (TYP.) TYPICAL MASONRY JOINT DETAILS E - 6 7 Ntfa h S601 A 3 a N.T.S. L L x ` S601 A 314" =1'-011 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. COORD. W/ ARCH'L DWGS. B/PRECAST "U" LINTEL 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.) COORD. W/ 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 �3� S601 A CONCRETE COLUMN SCHEDULE MARK WIDTH X DEPTH TYPE LENGTH STEEL REINFORCEMENT BARS VERTICAL HORIZ. TIES CC-1.0 811X1611 TYPE -A WALL (8) - #5 #3 @ 12" O.C. HE 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. (TYP.) II �� it l + I ill Ili III III II. II — STANDARD 90° HOOK (TYP.) CONC. COL. /' /, — 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. TYPICAL MASONRY WALL CONSTRUCTION 3/4" =1'-0" WIDTH / NOTE: COLUMNS SHOWN ® ARE CONCEPTUAL ONLY NOTE: v COCRETE COLUMNS MAY _ BE OVER POURED TO SUIT— BLOCK[ RSIZES CAST -IN-PLACE CONCRETE FOR TIE BEAM SEE FOR A DEPTH REQUIRED AND FOR COLUMN SIZE AND REINF'G. TYPE -A TIES (CAGES) (TYP.) T.O. TIE BEAM STANDARD 90° HOOK (TYP.) (SEE PLAN) 71 F, T DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)- #3 TEM. THIS (TYP.) f t _ DOVETAIL SLOT -BY DUR-O-WALL OR APPROVED ' I' EQUAL. (TYP.)1L- 1 it DOVETAIL ANCHOR: BY T_ -4F. DUR-O-WALL OR APPROVED REMARKS CONCRETE WALL L-COLUMN a w NOTE: CONCRETE COLUMNS MAY BE OVER PROUD TO SUIT BLOCK COURSING. SIZES SHOWN ARE FOR MIN'S REQUIRED AND FOR COLUMN IF TIES (CAGES) TURN 1/2 BLOCK ON -__ EDGE EVERY 2nd. COURSE (TYP.) -- s DOWELS TO MATCH THAT OF COLUMN REINFORCING d a I I e. W/(2)-# TEMP.TIES (TYP.) `e a' T/FOOTING ° �I SEE PLAN OL - <_ 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 HY 200 EPDXY ADHESIVE ANCHORS EMBDED 6" INTO CONC. BEAM SPACED AT 24" O.C. (TYP.) (2)-#5 T.O. WALL 10'-0" o #3 TIRRUPS @ 8" O.C. ° #3 o 1 TIES @ 8" O.C. 04 (2)-#5 (2)-#7 " PERMIT # f 7-- 291 � 8"x24" TIE BEAM REINFORCEMENT DIAGRAM 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 ® COWWt 2017 ne Rights Structural IBC International Building Consultants d Engineering Design Seruices Inc, 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 C.407-312-9585 project 0 o W ;zz (D Oce au W �' aN J Z Ice J ��Oi Q �w z c v4ci °C U Z� o z z �UJ M 0 UJ Qo LO . i jt/ . 00 ;< **-4 �% S:. OR 0 � Y; N,S%� O N AL E�! 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% DO SET 3 2017 JUN 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 2017 NOV 08 PERMIT COMMENTS 7 2018 MARCH VE & GC REVISIONS drawing info PROJECT # : IBC-17017 DRAWN BY: WGL CHECKED BY: HSA sheet number TYPICAL MASONRY DETAILS S6O1A 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 m a� -0 rn a� �o >2 a WM p v ,n na 0 o c - Croa.� p O ` m u t a� C) •C � a� J m o 0 v2!' 'o 'o m 16 c .D ja c v LL$ E M 3 N c -0 t; 12 -0 0 t - -0 3 t >' - in �- W W Q N � � +�+ n c E oE:EU c cn 3 + t N O C0r- . 0=41 o � ct O c L - C 7 C O n. d - - - O m O °' L a� v v 4-1 +' O to -0 `o m n o t 1! '0 o E o co 41 Mlau� c >.3co 0 f6OE o Eo ca $v 3$.Ny c p Y p U) ►.. 3 th E:0a L N 0 c U c Oa_J,F _ c� 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. 1014NUFACTURER SO D MAIN OPTIONS REC]URED PANEL NAME: LA TYPE: NOW MCB: NIA AMPS LOCATION: Mech ROOM AIC RATING 35 K AMPS MLO: 250 AMPS MOUNTING: SU IFACE VOLTS L-N: 120 V S.E RATED: YES NEMA TYPE: 1 VOLTS L-L: 208 V GFI PROT: NIA WIDTH - 2000.IN PHASE 3 SHUNT TRIP: NIA DEPTH: 5.75 IN CKT N3- N�_ IDENTIFICATION L O A D LOAD/PI SSE (KVA) CIRCUIT MAKER LOA.DIPHIAS€ (KVA) L A O D IDENTIFICATION CKT N T E E A B C TRIP P P TRIP A B C 1 HALL LIGHTING L 0,50 20 111 20 128 - R OFFICE RECEPTAC-ES 2 3 OFFICEICONF ROOM LIGHTING L 0 50 20 1 1 20 1 44 R OFFICE RECEPTACS 4 5 EXTERIOR LIGHTING L 0.50 20 1 1 20 = 1.4.4 R OFFICEIICBY RECEPTACLES 8 7 RESTROOINOFFICE LIGHTING L C50 20 1 1 20 1.44 R LOBBYiRE:STROOf# RECEPTACLES 8 g LOBBY LIGHTING L 0.50 20 1 2 403.10 E i I41 10 11 EF-1, EF-Z EF-3 E 0.30 20 1 310 E 12 13 16 1VtIh63 € 8.25 80 2 2 40 110 € TWH-2 14 E 8.25 3.10 E 18 17 20 111 20 - t8 19 2`1 23 ATU-1 E 4-02 W 3 1 20 0.72 R BREAK ROOM RECEPTACLES 20 E 4,02 1 20 036 R BREAK ROOM RECEPTACLES 22 E 4.02 1 20 = i 44 R OFFICE RECEPTAC-ES 24 25 27 29 AFLI-2 E 4.02 60 3 1 20 1.26 _ R1 OFFICE RECEPTAC-ES 28 E 4,02 1 20 1,08 - R CONFERENCE ROOM RECEPTACLES 28 E 4.02 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 1.80 1 20 0.36 R JAN CLOSETAECH ROC T RECEPTACLE 38 37 CU-2 E 180 20 3 1 20 0 50 - R CONM RACK RECPETACLE 38 30 E 1 80 1 20 000 S SPARE 40 41 El T 1 20 0.00 S SPATE 42 { 20 1 1 20 - 44 4+5 20 1 1 20 48 47 20 1111 20 48 4s 20 1 1 - 20 0.01 E SURGE PROTECTOR 51 20 1 1 20 0 01 E 52 aT 20 1 1 20 0.01 E 54 18 9 18.9 12.4 9.4 10 0 8.7 E:V�N .5 0 t s S°;62 o�� o iusEo 3U y E, L 12 3 O U Q a V 2 (0 W :E W 6 - • V i 0 i '0 N Q ,0 O - U c�o u •Lu � o +e�tm :v6 U i nrn+c c+-' o .-s off', u u .9 In h N C N O U C = r C N O N p m�Tcu o S ut: ��v � � aci c O E c � u v a c E w .2 3 a� n E 2 2 E v� `0 ac nc mccoi= o U w v o a�c�3� :2 '0 Cv4� O N L Ol L aq- L c O -0� 0 0 G ,0 i 1O�v� o vac >= p 3 to > V L O � '0 2 13 ph _ 0. 3 0 41 tu r �. 2 O s cw (A 4-, gcto�v o- cmo-0� 0 m�°3cE E � p � m v os� o v:,o�, I°I aci 41 + 3 Ts O -2: 0 au,� yaw V (06 CLz- J (O c N jll O n to p �sS is m vi � � �o v�0a�,p3 m3 4 3�E�°3 �'�0 Wo.00� Q J--m0 E cco�°o o ,c-, L c U . C .2 -a + o�on� in �� O v aci L a1 u� E: O :E 0 R3�;' � c0��a� c c',Lo3 'c '� >, s E LIGHTING (L) RECEPTACLES 1ST 10 KVA(R) RECEPTACLES OVER 10KVA(R) HVAC EQUIPMENT H APPLIANCES A () EOUIPMENT (E) LARGEST MC?TOR MI 07HER; (C) SPARE (S) LINKED PANEL (P) CONK LOAD (KVA) DEMAN D FACTO) R DEMAN D LOAO (KVAI 2.50 1,25 3.13 10.00 1.00 10.00 3-64 150 1.82 0.00 1-00 0.00 0-00 1,00 0.00 60,15 1.00 60.15 0.00 1.25 1 0.00 0 1.00 0.00 0 L 1.00 0.00 D IN EVE TOTALS TOTAL CONNECTED KVA: 78.29 TOTAL CONNECTED AMPSIPH: 212 TOTAL DEMAND KVA: 75.10 TOTAL DEMAND AMPSIPH: 209 NOTES: A / DESCRIPTION • MOTOR (LARGEST) // i # I i • • / -i DIST.* # !EROPnOTES IM • f f f f f 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 4#4 ISO MAIN LOAD ISCCNNEC WIRE NEUT ADD GND ISO # CONDUT.APPROX VOLT DESCRIPTION NEUT [YRND GND SIZE AMPS* PER WIRE NEUT WIRE GND OF SIZE DIST.* DROP MOTES SOURCE LOAD YIN YIN /N Y/N PHASE RUNS FT VD% ; --- UTLITY LA 208 3 Y N I Y N 250 200 - #250 - #250 #2 'I � 80 ' IX 72% (D Z O W w Q 1� _I J W Z O Cie N M O F--1 LL . LV 14 c U L.L. o .A LL V / O z Q FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM IS DESIRED PROVIDE FEEDERS AS FOLLOWS: W LU Q M LU � 250A SERVICE - (4)#350, (1)#2G UJ 300A SERVICE - (4)#500, (1)12G O- y• 2 EQUIPMENT GROUNDING -•• BAR .• BUILDING STEEL ?. METAL WATER 00 MAIN M • GROUNDING ELECTRODE CONDUCTORS #2 WIRE SIZE In �O GROUND RING TRIPOD GROUND ROD NOTE: REFER TO NEC 250-52. NOTE: CWHECT ALL E1NERGENCY S&UST, ENERGENlCY BAMY UNITS ARID EXISTS AHEAD OF ALL SVITCHINIG TO LOAD LIGHTING CRCUIT. GROUNDING ELECTRODE E3.0 EXISTING PLAN KEY NOTES: sea ..�,`��►►III111�, 300KV0KVA ems; 'pry A. SAYp� UTILITY TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSEDC�� >�;�~••� ;�Si�� CIRCUIT BREAKER.CO 2. PROVIDE NEW 225A MLO PANEL 3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY COMPANY FOR EXACT LOCATION OF DETER AND ALL - S :AT OF 3 OTHER REQUIREMENTS. '�0,� ••o • �• ` ti� v Songlith Sayprasith 1 FL. LIC. # 66412 To the best of our knowledge, belief and professional judgement, these plans and PN L 2 specifications are in compliance with the applicable building codes. LA 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 II C C E 11 U III U S E PERMIT # j %- �/ 0 ELECTRICAL RISERS, DETAILS & PANEL SCHEDULE ELECTRICAL RISERS, DETAILS & PANEL SCHEDULE L4115U I A 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 0 N N tip 3 � (n L c n L a� c o U J ro�00 O `m c vt c3v iLoEm L CB-0t 3-E a, 4-1 �3 -1 � N C . a� in�a N N c c o 00 0EEU _(n�+ 3 'm o = a W o v) p in U �Cx 0 0 o c �aCO+ m� C 75 to C O U ca.. a - - O (n O L •n tj 0. � L E+'tL L a� v E1'it0+mn 0y c�>` i O mw�OU� > c 12 w w E � o i E o a� �t In 38'n o L N @ N N .E0cu-o m � m oU c oY-j� c� o o o c U . :3U t 0 ENSo 1 .E 0 ;nE�V •i U- v�Q aL� m m m 3 c0� 'o° s m Vm o a a� �o�v 12 o r- (n:;=L 0 0 oc°'�o U m + L L N a3 + t10 — L off, o a L� a� 'n m 0 c O U Y Y O (O L U L 8E��v; �rnE3a°'i M � "- m o � �vm rn oof60� • Lq Inn ? W0 E a . n4,1 Qc m c $ - E L o tU u O a�c(UD a� ono U Vl •C -0 O L Of.i a+ 0.� C O d cm:� C 2 2 ,n 7 0 LO p C L Z5 (6 O- � S w Z .L 0 :2 7 (O - > U O 0 C L Y C 3 Em y In — L N 2 m y t N O O m E j5-2}' 23 OL O t 7 C v-. rn +.+ �. U O 0 MN o7E c12o0o > mw3B20E ��'arnm c ,'^„ 2 E�o��o 7S 2�5 w }, .. N U W 0 +"� �s L 7 > > L L N U C O J - N 45) n �0 ;401 � 2 U, c cSE� •� -a E -2 O :E L (� L 0 _ ��o o � E ccoi°a o 5 L c U c o o + o� nno NoU U� .E4,2o°I 7 c0 C �i Cy C O E U 2 A-1 LA-5 LA-5 A-2 1 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 01 (TYP) ri OFFICE ff LA-3 ri OFFICE O LA-3 ® DA (TYP) LA—1 17 D1 D1 FFi�E C FFRE 29 SF 132 SF LA 3 JA (TYP) LA 3 I I I 7 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL # LAMPS TYPE VOLTS MOUNTING WATTS LOW PROFILE BATTERY BACKUP EMERGENCY LIGHTING UNIT. (2) 5AW BP KRYPTON LAMPS. SKYLINE LIGHTING XTR 15 2 - 120V UNIVERSAL 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 GI E APR 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 sm 1. ALL FD(TURES 120 VOLT UNLESS OTHERVa NOTED. 2. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 3. FINAL FD(TURE FINISHES SHALL BE SELECTED DURING SUBMITTAL. PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FD(TURE. LA-1 LA-5 2 ri OFFICE 112 O ECUTIVE ECTOR RM 191 SF LA-3 LA-3 HALL LA-1 611 SF LA-1DT LA-1 3 3 CONFERENCE RM LA-3 37LA- LA03 ADMINISTRATION BUILDING - LIGHTING PLAN 1 SCALE: 3/16" = 1'-0" 4- ALWAYS REFER TO THE LATEST DRAWING SET. LA07 ( �1 W1 AV LA07 146 Sr III o II 1 r-1 0 0 LA—1 LA—1 LA—1 N DT O LA-9 i O LA-9 lot U 6 2 10 LOBBY O LA-9 226 SF LA- 3.9 ❑DT ❑ P1 (TYP) A O �j LA-9 LA— 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. 0 c LA-7 0 EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. SCOTT+ GENERAL NOTES: a. REFER TO SYMBOL LEGEND NOTES -ON SHEET E001. CORMIA b. REFER TO BOOK SPECIFICATIONS. C. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO COORDINATE EXACT PLACEMENT OF ALL DEVICES, EQUIPMENT, FIXTURES, SWITCHES, AND OUTLETS. Scott + CoArchitecture and Interiors, LLC 429 S. Kellerer Road, Suite 200 d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY UNITS AND EXITS AHEAD OF ALL SWITCHING TO LOCAL Orlando, Florida 32810 t. 407-660-2766 AA26002980 LIGHTING CIRCUIT. f.407-875-3276 e. ALL MOTION SENSOR DEVICES SHALL BE CONNECTED AHEAD www.scottcormia.com 0mvFK2D17 ,.Wft„&MIe, 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. IBC h. ALL EXIT SIGNS ARE TYPE "X1" UNLESS NOTED OTHERWISE. Mt�al B�Idlnq �#i�n1s d i. ALL EMERGENCY WALL PACKS ARE TYPE "BP" UNLESS En4necirknDesknSe es kv- NOTED OTHERWISE 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D.407-826-1000 PLAN KEY NOTES. C.407-312-9585 project 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. T LLJ Z (D A-o 0 WUj O M aN O z M LA-5 1 �I O ce � - O 1--�I LL Lj' Z 0 U oC U 0 COPY/FILE RM MECI 6 RM LL LA--/ z ^ a - W WUj —7 DI LA-5 ELI— LA-0 L7►-1 4.7 OFFIrF 99 ! ALWAYS REFER TO THE LATEST DRAWING SET # DATE DESCRIPTION 1 2017 A.PRIL 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 ADMINISTRATION BUILDING - LIGHTING PLAN PROJECT NORTH EL201A EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.