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HomeMy WebLinkAbout3706 Sanford Ave (a) (2)Revision Response to Comments Permit it (� — 2-601 Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Project Address: —Wt, E7 ww Lk Sct�t (A AV ' A,4 PAef\) Pt-- Contact:=l-tn1C7 LMC -7(-(Y Ph: qo7 - 8q'6 - 01 3 Email: Trades encompassed in revision: L/ Building ❑ Plumbing Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Fax: General description of revision: Ye v t S 1'Gv?s . WWII 5e(tr wt ve-vc s I c,vl S e-I1ctwct s IYUCAL- rs�( d 2�r`( C(I(,,k / NS ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention B uildmg �- S—/J> IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED, ADJUST SCALE ACCORDINGLY. 0,0 v41 �Rik o 0N '004"' UUTEE C IHN A` L L N I L"s N 11&\41 'a 60a 4 E ff0"&''00"b'NKN"1& IM ITU"01% rv%, i tv L ORLANDO .0 W M 0SOUTHEAST REGION -0CC a) - w 0-0 L ru — L ov-4_Jo -oma O� 3U1v1ISI011 #7 @En �o E(°(1' 'E & REV UNb QL 4 o�((Dn o aC - - — O L ro (2018 MARCH 02) 0 is n c E i C -T D (nru +� o -17aniUFZ MIT UA""'L RY wm4h L U LJ (A (1) E:� j �LE .t1 � L !_ tQ O .0 o U 5 E ro a o•C� @ E v I TI SYMBOL LEGEND 0 16 � 0 L C O O— V � i (E) EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING 00 --- DRAWING NUMBER OlQ (N) NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD - cOU B @ to FlCf ACUUS TICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING) EXTERIOR N .d -C E AFF ABOVE FINISHED FLOOR FT _FOOT (FEET) PROP - PROPERTY ELEVATION ,Ov' V O AFG ABOVE FINISH GRADE FrG FOOTING PRTN PARTITION (7-- - 4 MARKER tOJ ALT ALTERNATE FV FIELUVERIFY PT PRESSURE TREATED -- SHEET NUMBER qJ ALUM ALUMINUM GA GAUGE -_ PTD PAINTED v1 V ANCH ANCHOR GALV GALVANIZED � QUARRY TILE - cs v o 0 APPROX APPROXIMATE GC GENEKALCONTRACiOR R RADIUS �•-- DRAWING NUMBER N ARCH ARCHITECT(ARCHITECrURAL) GL GLASS REINF REINFORCED (REINFORCING) a; SECTION 00 _ @ B/ (BO) BOTTOM OF GR GRADE REQ'D REQUIRED OE 9 4J BD 130ARD - �. GWB GYPSUM WALLBOARD REV REVERSE _:- MARKER XXO-O 'n -O C BLDG BUILDING GYP GYPSUM RH RIGHT HAND _ -- C _ -0 C_ ELK BLOCK HDW HARDWARE _ RM ROOM - SHEET NUMBER t,9 E O N C a) BM BEFlM HGT HEIGHT _ KU ROUGrPE 10NING ro Q N O BRG BEARING RIM .HOLLOW METAL - KFU ROOF TOP UNIT _ DRAWING NUMBER 7 O fa BTM BOTTOM 11ORIZ HORIZONTAL _ S SOUTH SECTION pp 7. U') +� N 13TWN BETWEEN HP HIGH POINT SCHED SCHEDULE - DETAIL N BUR BUILT-UP ROOF T ID INSIDE DIMENSION SEC SECTION MARKER XXO-0 E (� CJ CONTROL JOINT INCDSNT INCANDESCENT SF SQUARE FEET (FOOTAGE) SIM SHEET NUMBER VO a CL CENTER LINE INSUL INSULATION SIM 51MILAK _......____� _. _ -..- ___..._._._._.-_.. - - -- Z ' 'o to CLG CEILING IN INTERIOR SL SLOPE DRAWING ul C (U CMU CONCRETE MASONRYUNIrp Jr JOINT � SLNF '"LANr NUMBER VO UJ 41 CU CLEAN -our K0 KNOCK -OUT SPEC SPECIFICATION - '_ COL COLUMN LAM LAMINATED Sq SQUARE _ pp CONC CONCRETE LAV LAVATORY 55 SFAINLESS 51 EEL ENLARGED 4 +�- +uJ CONST CONSTKUGTIUN LB POUND STD STANDARD DETAIL XXO- i � -1 CONT CONTINUOUS LII LEFT HAND S(L STEEL _ MARKER tU (U E -A CT CERAMIC TILE LP LOW POINT _ SrRUCr swucrURAL SIM SHEET E U i7 CTBS COLOR TO BE SELECTED MAS MASONRY _ -. SUSP SUSPENDED _ I NUMBER E tO DET DETAIL MATL MATERIAL 5W SWITCH v aJ a) a) OF DRINKING FOUNTAIN MAX MAXIMUM - T TREAD _ -^ OU � N C DIA DIAMETER - - MECH MECHANICAL T&B TOP AND BOTTOM ---.._-- -__.. i� .a DIM DIMENSION MEZ"Z MEZZANINE T&G TONGUE AND GROOVE 00 DRAWING NUMBER @ C r- -DN DOWN MFR'U MANUFACTURED T/ (TO) TOP OF Q1 DNS DO NOT SCALE MFR'R MANUFACTURER TEL TELEPHONE _ INTERIOR / C DR DOOR MIN MINIMUM ' _(EMP TEMPERED ELEVATION 00 XXO-0 00 p •Q'�j' DS DOWNSPOUT MISC MISCELLANEOUS_ THRES THRESHOLD MARKER DWG DRAWING MLDG. MOULDING _ TI TENANT IMPROVEMENT U 4J V E FAST MO MASONRY OPENING TPD TOILET PAPER DISPENSER - -I O R �- EA EACH MR .MOISTURE RESISTANT 'rS TUBE STEEL 00 SHEET NUMBER J 41 +-+ O Q EIFS EXT. INSUL. AND FIN. SYSTEM MTG MOUNTING 'TYP TYPICAL _ _.. _ _..... _.. u, vl Q ,to - _- --.._. - LO O EJ FXPANSION JOIN r MTL METAL UNFIN UNFINISHED ELEV ' ELEVArIQN _ MULL MULLION UNO UNLESS NOTED OTHERWISE NOTE 00 -pp 0 U LOS EDGE OF SLAB N NORTH _ _ VCT VINYL COMPOSITE TILE MARKERS (-+ EQ C EQUAL _NIC NOT IN CONTRACT VERT VERTICAL .... _ ... - _v+ tU tj EQUIP EgUIPMENr NO NUMBER — VEST VESTIBULE --___-- (t3 0 0EW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING WINDOW TYPE 'v U m U) EWC ELECTRICAL WATER COOLER NTS NO'r,r0 SCALE W WEST MARKER 00 C 'T: "o EXH FJ(HAU5r OC ON CENTER W/ WITH +- 7- O - - WITHOUT N tp CL -f- EXST EXISTING OD OU W/0 V) 6 EXT EXTERIOR OH OVERHEAD WC WATER CLOSET DDDR -TYPE O 3 FD FLOORDRAIN OPG OPENING WD T WOOD a0 Q +' Lo FE FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER MARKER C FIN FINISH PH PHYSICALLY HANDICAPPED WP WAFERPROOF ... _ ..._.. _ p 0 (u FLK FLOOR PLAM PLASTIC LAMINATE_ __ - WR WATER RESISTANT U E �y FLUOR FLUORESCENT _ _ PLA - PLASTEIL WWM WELDED WIRE MESH CENTER LINE 411 In a v BIDDING NOTES GRID LINE _ —CO)- 0 -' NEW / EXISTING,_/ j -0 1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND -THE LACK OF SPECIFIC ELEVATION o V INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR MARKER ELEVATION NAME (nL Q ru SHALL -THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMI7FTING C `6 x > HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WfrH o C (U # GYP. BD. LAYERS / SIDE FIRE RATING (hrs) l ;J -THE JOB SITE CONDITIONS. STUD SIZE- INSULATION (if used) C o v -d a 2 PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO PARTITION " ° REVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING TYPE MARKER •� PMOO.00A(S) a a. o o -� CT = X TOP PLATE m o L .o ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS 1 V) o OTHER MODIFICATIONS. STUD M=METAL, W=WOOD CONNECTION TYPE ........._ - - 'uo-, @ -0 _K_- 3 NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION, ROOM ID ROOM NAME ami r o NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB MARKER ( 000 ) o v v CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFIC 000 SF 3:� NOTIFICATION TO THE RECIPIENT THAI- THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL oou-- ROOM NUMBER "CONSTRUCTION SET" AND SHALL NOT BE USED FOR CONSTRUCTION.INTERIOR XXX— WALL FINISH O - U N v " .0 4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO FINISH XXX �- - WALL BASE BID THE MOST EXPENSIVE OPTION I U RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA s� c ro MARKER XXX FLOOR FINISH a a fu ADDENDUM. _ __ _ _ _ U) f° U � 5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO _ _ V) FLOOR FINISH To+ PERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE 000 v o INSTALLATION. MARKER a E (A cu 6 WHERE THE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE CEILING XX00.0.S 00' 00" 00'-00 (XXOO.O.S to tv - ' C USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF MARKERS > m •0 �, THE ARCHITECT. MATERIAL - - E BIDDING -v U 7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB CONTRAC fOR'S ARE MARKERS M a ru FROM A COMPLETE SEC OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO - -- - - -- --- o L -U " THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS. TRUE PROJECT C) .a (Vo NORTH NORTH -u -CL:E8 8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL NORTH nC CU , TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER. ARROW oro : ro 0 08 aoi UODE DATA VIEWr-7 z a �) ani G Q ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021 DRAWIN o0 TITLE TAG LE: v (n E Q BUILDING CODES IN EFFECT: 2 �' FLORIDA BUILDING CODE, 5TH EDITION (2014) BUILDING O a) ' . _�___.. ..---- v N' • FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING >o ro .t • FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION 1 FLORIDA BUILDING CODE, STH EDITION (2014) FUEL GAS REVISION f° o FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING CLOUD �N • ' ) o • FLORIDA BUILDING CODE, 5TH EDITION (2014) MECHANICAL U 6 - • FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS o • FLORIDA BUILDING CODE, 5TH EDITION (2014) ACCESSIBILITY >7 CW W •` "0 o • FLORIDA FIRE PREVENTION CODE, 5TH EDITION a o v @ • NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION furo � v, • NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION W W W • NFPA 101 - LIFE SAFETY CODE, 2012 EDITION o, o ADA STANDARDS FOR ACCESSIBLE DESIGN, 2010 EDITION @ o .2 CITY OF SANFORD CODE (U�"-cw �O0-.0o W C v (A WIND LOADS AS PER: to I ._ ro >o E � A. FLORIDA BUILDING CODE 5TH EDITION (2014) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH, @ FW n n. o EXPOSURE B, NOMINAL DESIGN WIND SPEED OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, o t') °u,) c � Q AND BUILDING RISK CATEGORY IL Ln c � o B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. .0-Ca)v Fn P _r o ro Ea���I( c o E c 0) N +' 7 C: N N li ami } ai 7 M'N O 8-M THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES: P n F 1 Y I IE"�NEMI" INUEA UURM �� li IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY 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 T 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/CONCRETE/PRECAST, FACE OF METAL/WOOD 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 t " P BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE ROPER 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 S IN ANY 100 5 WALL AREA. ON OR EXCEED A TOTAL OF 100 SQUARE INCHES DARE FEET O F Q 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 THE 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 CONTACTTHE ARCHITECT OR WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION. 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 FTETOW 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 E! okr' kl(try BI'M tJJ I•, 974 �' Ksoor,Txoou C_y}r ,'- 106 5,,pkiu,ul Avu,,ud r Kvi ck,, I Lvk./A I I01V TENANT OWNER / i Teen Challenge Southeast Region - Orlando 3706 Sanford Ave. Sanford, FL 32773 fial, 7 hlR CONTACT PERSON: Jerry Nance )erry.nance@teenchallenge.cc, 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," o CONTACT PERSON: 0 FR M I A Angel Ortiz aortiz@scottcormia.com t n° Ig °PtT - i N t www.scottcormia.com t: 407-838-8450 STRUCTURAL RAL 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 International Building Consultants & t: 407-826-1000 r nglneertll(,t Oeslgn 5erulces Inc. ECH PLUMB / ELEC IBC Engineering Design Services; Inc. 2295 S. Hiawassee Road, Suite 411 VOU AMl CONTACT PERSON: Song Sayprasith; P.E. song@ibc-engineeringdesign.com International Building Consultants & www.ibc-enginceringdesign.com EncllneeringUesignierulces Inc. SUBMISSION # DESCRIPTION 1121314 1( C;FNFRAI GOOOB ORM "B" I = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed 3 Scott + Cormia Architecture and Interiors, LLC I I I l�•r' # F A022 ADA GUIDELINES a ` ^ _1,11TI DATE ABBREVIATED DETAILED 3 100% BID SET OWNER -___ �r7^ AD(I-ITTF(TI IPAI A011 SITE REFERENCE PLAN I = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed 3 Scott + Cormia Architecture and Interiors, LLC I I I 2017 AUG 21 # F A022 LIFE SAFETY PLAN, DETAILS &LEGEND - DORM "B" DATE ABBREVIATED DETAILED 3 100% BID SET OWNER -___ �r7^ - A023 UL ASSEMBLIES r 100% CD PERMIT SET 100% CD PERMIT SETOWNER 2017 AUG 21 5 PERMIT COMMENTS �4 A024_ NOA'S 6 VE & FIELD COND. REVISIONS VE & FIELD COND. REVISIONS _ CITY OF SANFORD, 2018 JAN 30 7 VE & GC REVISIONS A025 NOA'S -2018 MARCH02 A102 A112 FLOOR PLAN - DORMITORY_ BLDG "B"' CEILING PLAN - DORMITORY_ BLDG "B" '` A122 A123 _REFLECTED FRAMING PLAN - DORMITORY BLDG "B"� _ FRAMING DETAILS & PARTITION TYPES - T — _ ® ® - _ � A202 ROOF PLAN - DORMITORY "B" A303 EXTERIOR ELEVATIONS - DORMITORY BLDG "B" A304 EXTERIOR ELEVATIONS - DORMI"FORY BLDG "B" „ A402 BUILDING SECTIONS - DORMITORY BLDG "B" -� T A403 WALL SECTIONS a lit A410 LAP SIDING DETAILS i�, A502� ENLARGED FLOOR PLAN - DORM "B" I A504 RESTROOM ELEVATIONS - DORM "B" A505 ACCESSIBLE SHOWER REQUIREMENTS _-- v — AS10_ CORRUGATED METAL CLADDING DETAILS__ A801B DOOR & HARDWARE SCHEDULES AND NOTES - DORM "B" A802 WINDOW SCHEDULE, DETAILS & LEGEND A803 GLAZING ELEVATIONS — _— _ ® A901 WATERPROOFING DETAILS ® i; CTI?I I( -Fl IPAI SOOID _ STRUCTURAL GENERAL NOTES I = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed 3 Scott + Cormia Architecture and Interiors, LLC I I I 2017 AUG 21 # F S002D STRUCTURAL GENERAL NOTES & ABBREVS. DATE ABBREVIATED DETAILED 3 BID SET 100% BID SET OWNER -___ OWNER -S003D_ WIND PRESSURE DIAGRAMS 100% CD PERMIT SET 100% CD PERMIT SETOWNER 2017 AUG 21 5 PERMIT COMMENTS PERMIT COMMENT RESPONSE e S102D STRUCTURAL FLOOR PLAN - DORMITORY BLDG -B 6 VE & FIELD COND. REVISIONS VE & FIELD COND. REVISIONS _ CITY OF SANFORD, 2018 JAN 30 7 VE & GC REVISIONS S202D ROOF FRAMING PLAN - DORMITORY BLDG -B -2018 MARCH02 S303D EXTERIOR STRUCTURAL ELEVATIONS_- DORMITORY BLDG -B S304D EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG -B S306D FRAMING SECTIONS - DORMITORY BLDG "B"- S309D� AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "B" S310D AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "B" „ S401D FOUNDATION DETAILS T _ S403D S501D CANOPY DETAIL - DORMITORY BLDG-Bf! TYPICAL MASONRY DETAILS_ - S601D TYPICAL WOOD DETAILSROOF __ _ i�, MF('l4ANr('AI MOOID LEGEND, SYMBOLS, AND NOTES - MECHANICAL__�� M202D DORMITORY BUILDING "B" - MECHANICAL PLAN M301D DETAILS - MECHANICAL j M402D SCHEDULES -MECHANICAL -DORM "B" PI I IMRTN(, P001D LEGEND, SYMBOLS, AND NOTES - PLUMBING_ P202D DORMITORY BUILDING "B" - PLUMBING PLAN P302D IPIUMBING RISER DIAGRAMS - DORM "B" E001D LEGEND.,. SYMBOLS, AND NOTES - ELECTRICAL E002DSPE ..i, .;�FECI CATI FI NS -ELECTRICAL S 0 E302D RISERS, DETAILS AND PANEL SCHEDULES - DORM "B EL202D DORMITORY BUILDING "B"- LIGHTING PLAN V� V-- EP202D DORMITORY BUILDING "B" - POWER PLAN FrPF PPnTF(TTON F-POOIDGS, SYMBOLS, AND --N—D NOTES - PLUMBING FP202DD DORMITORY „B„BUILD G- FIREPRO PROTECTIONPLAN — T INDEX10 L I A I = sheet submitted (with revisions) ❑ = sheet submitted (without revisions) X = sheet removed 3 Scott + Cormia Architecture and Interiors, LLC I I I 2017 AUG 21 # F DESCRIPTION �— ISSUED`TO DATE ABBREVIATED DETAILED 3 BID SET 100% BID SET OWNER -___ OWNER 2017 JUNE 30 4 100% CD PERMIT SET 100% CD PERMIT SETOWNER 2017 AUG 21 5 PERMIT COMMENTS PERMIT COMMENT RESPONSE e CITY OF SANFORD 2017_OCT 24 6 VE & FIELD COND. REVISIONS VE & FIELD COND. REVISIONS _ CITY OF SANFORD, 2018 JAN 30 7 VE & GC REVISIONS VE & GC REVISIONS CITY OF SANFORD -2018 MARCH02 SCOTT + C.0 R M I A DESCRIPTION 3 Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 2017 AUG 21 Orlando, Florida 32810 5 t. 407-660-2766 AA26002980 f. 407-875-3276 2018 JAN 30 www.scotLcormia.com 7 ,D a•pyright 2017 All Right' Ruu ,d t90 4hUA M N i UJ 0 ilk UJ ^400 0 i9 p F U UJ LLJ LU V 'VATL k 0 RA,YII F"�,'i, t l rn' o�, LAA \% t: 407-826-1000 I I Rayrno c , AIA `i/ THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL FL. REG. # AR0008232 CI Y`, I L SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT ELECTRONICALLY, IN PDF 2018 MARCH 02 Tri 3 Civil Engineering Design Studio, Inc. FORMAT. HARD COPIES .HALL NOT BE ACCEPTED. SHOP DRAWINGS MUSTBEREVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM SHOP DRAWINGS ALSO To the best of our knowledge belief and P.O. Box , FL 3 INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS". Longwood, FL 32752 professional judgement, .these plans and g � � _ specifications are in compliance with the h' THEY HAVE REVIEWED THE BY SUBMITTING SHOP DRAWINGS, THE. CONTRACTOR WARRANTS THAT ,N _ applicable building codes. CONTACT PERSON: SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL Constance A. Owens, PE, LEED AP DIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE s u b 171 i S S i O I'1 S 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 COMMEN"f. f: 407-641-9993 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 yA CONSTRUCTION DOCUMENTS. APPROVAL. OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR 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, FL 32746 BEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLAN AND ALLOW MAN'` I` ° TIME FOR SHOP DRAWING CREATION, REVIEW, REVISION AND APPROVAL. THE DESIGN TEAM SHALL # DATE TM DESCRIPTION 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 2017 OCT 24 PERMIT COMMENTS 6 2018 JAN 30 VE & FIELD COND. REVISIONS 7 2018 MARCH 02 VE & CC REVISIONS ,,, tli,. NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN. CONTACT PERSON: i drawing info Brian Walsh c o N r R U C T 101A I i N r E s R A.1 F D s E R V I r r: S 'THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS: bwalsh@collage-usa.com PROJECT It : 16126 www.collage-usa.corn 1. STOREFRONT SYSTEMS t: 407-829-2257 2. METAL AWNINGS3. DRAWN BY : AO, KM f: 407-829-2258 4, MILWORK ACCESS PANELS OFFICHECKED BY: RS 5. WATERPROOFING i�!`hii `f_i�r4i'_ ��I-LD "`i--��a_-D!N1,al—Q 6, EXTERIOR WINDOWS AND DOORS sheet number c 7. ROOF TRUSSES COVER SHEEP - DORM 'B A Pf.T thAl'i' I� al i1=1) SFIALL BE CONST{ tUEO TO BEA 8 PLUMBING FIXTURES LI(:(il'd'r3t? 'rO PFtc )CE:[:D WI'fl l THE WORK AND NOT AS AUIH(:)T2Ii'( I'O VIOLATE, CANGEL,L i GH I.0 9. LIGHTING FIXTURES A`=(It>i_ AIT( UI: TFIE PROV1�31UNS OF'rHETEO �T?!L(3AL I0. BATHROOM ACCESSORIES PERMIT' G, hiO; t "14ALL ISSUANGE OF A PEFlMI'f PREVENT 11. RESTROOM ACCESSORIES THE:. BUILDING OFFICIAL FROM'fHNTIEAF"TER 1"L. FIRESTUP SYSTEMS RE(:EUIRING' A C()T({ZEc� PION OF NIC, O T IN PIANS, 13. FLOORING & UNDERLAYMENT .nnnR LONS RUC TION OR VIULA'1'10N OF THIS CODE 14. INSULATION 15. EXTERIOR SIDING REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. 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. i -0 0.0 Q) a� v 4-+ V tU t� O �cfl-v O u o ro "L O O 0) U, •T !B C •_ 41 41 lU L � 01 v• aoi o� v 3 o C +� 0 o ro :3 L O i4 0 F �tru L` a, @ 7 s ni c o - mf°� u Z3 U +' U vR��� c f m o n E U L v;v0f c 2 .O 0 C (_IU s= i U fo H 00 a -C a� cvn.v o 0 G M O a r o v ) U v0,Q 14�lco.lo o v U , 0 �E�c� v_ + E -n v It cn U v v o� v "ani c W L i O. O 0 ro o co 4-, C . rz v la a' c E 0 �N U -y CD — o C C Z, -0 (U cal � v v U v lU E-��i 0 V v°IUVJ) .P, v c H o m o C al i fU -0 v 46 v > �tn -:3 � o•L d E v _J� 0oQ Qn u.@ a - E 0 c c a V a + a •- c @ o `9 0 fu - o 01 o :J .0 r Q vi E 0 E Q OU E a U 0 — '{ 0G'Jv U V) o W E i O O N CL c6 L �L�ro o � 9) JD C a) J of O @ E -0 v L v C CL 0 IV L 0 UJ C V G Ql H O C L3 C cu c v ca Q E v yOLv O � — v � ca of v p L F ._ v O v •— v o ^ In Q C Z, _ Iv C - — 7 : -0Cd E nx S- L LL ro � v ^ 0 + 41 L m v 0 u, o �IUV � IU . v - v _ c v= H 7 "D V L = 0 [U C J O 16 J �R L t L 0Cvo _(U 0ga,� vi c c `6 o a) t E a .� �ruw v u) E U1 P L 0U'+ W (U am=� UW) a o 0 vV a L B. E V @���� A 2 C (0 L In Cn 0'6 1LU�u cv -a o o o vvi W v v• ro Q U QO Ing o� agi oI- c L s& ai f° a v v Ln EC ntv� in 41 c0 c.q a,A W�oca'01 c � � r LaFn 0 0- ri IF THIS SHEET DOES NOT MEASURE TO 24 x 36, fT HAS BEEN €NiAr,,,RGED OR REDUCED. ADJUST SCALE ACCORDINGLY, THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NO.F BE SEPARATED EAST ELEVATION - DORM BLDG "B" SCALE: 1/4" = V-0" 8-1 8-4 22-24 TYP. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINNTE THEIR WORK WITH ALL OTHER TRADES. 0� ELEVATIOM N40"'TES 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 II -EMS, 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. KEN"NOTE LEGEND -': .;N 4-4 8" CMU (SEE STRUCTURAL) 7-52 ASPHALT SHINGLE ROOFING 7-55 - STANDING SEAM METAL ROOF 8-1 -_ DOOR & FRAME (SEE DOUR SCHEDULE) 8-4 _ ALUMINUM STOREFRONT SYSTEM 9-51 - -FD1 _ -- - ELASTOMERIC PAINT FINISH -9� 10-18 » X 6 FIB R E EN FAS ' PREFABRICATED CANOPY 22-24 HOSE BIB VALVE (SEE PLUMBING) 22-24 SOUTH ELEVATION - DORM BLDG "B". SCALE: 1/4" = V-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. RUSS BRNG m 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 :J capyrgbL 2017 NI NghL, RuMec mom pro'eCtc s0c'3i�r^ r Ps 7 Com. t;"j;,�>�:1 qq J <' 1 C YM C)/ VO ti u z � J l 4 1 1pc 1 O � z t �j 3 00 a 0 8a D _3 V. d lei ,.5 i - ' I yy y_ ;,gym y f / ..r f rte.. RaY o L. of : n AIA , FL. REG. fI823 0 0 2 AR 0 2018 MARCH 02 To the best oknowledge, four belief and P judgement, professional •ud ement, theseplans lens and specifications are in compliance with the a lice la ildin c es P b bu od p 9 S # DATE / 8-8 _ EXPOSED BLOCK TO BE WATER PROOF SEALED BID SET 4 5 IUU% CD PERMIT SET 7 PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. ` " LEE Em _ 1 -- . I w - _ w -- - =s 10-18 ON sr _ _ - _ T rr r I - IEEL-W1 - WW1 - - W1 - - - K- 203 LU ,_1_ l _ Y-i`r C_ 22-24 SOUTH ELEVATION - DORM BLDG "B". SCALE: 1/4" = V-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. RUSS BRNG m 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 :J capyrgbL 2017 NI NghL, RuMec mom pro'eCtc s0c'3i�r^ r Ps 7 Com. t;"j;,�>�:1 qq J <' 1 C YM C)/ VO ti u z � J l 4 1 1pc 1 O � z t �j 3 00 a 0 8a D _3 V. d lei ,.5 i - ' I yy y_ ;,gym y f / ..r f rte.. RaY o L. of : n AIA , FL. REG. fI823 0 0 2 AR 0 2018 MARCH 02 To the best oknowledge, four belief and P judgement, professional •ud ement, theseplans lens and specifications are in compliance with the a lice la ildin c es P b bu od p 9 S # DATE DE5CRIP7ION 3 _ _2017 JUNE 30 BID SET 4 2017 AUG 21 IUU% CD PERMIT SET 7 20180 ARCH VE & GC REVISIONS drawing info +0 PROJECT # : 16126 LEVEL 1 DRAWN BY: AO, KM CHECKED BY : RS sheet number EXTERIOR ELEVATIONS - DORMITORY BLDG "B" 0 awe" i S] O O r � 12 v ��`,.: O O v 0 C31 v S @ C -0fu C rCa o sLlCn-v (tea ons ouzo D-0[av .04a.o N Ul N ^Lu = C ca '-qJ Ol Ol ON O E °' .s 01-Q Co Z3 o v C+ N.N 0 o a o is ;! E ti v > v v 0 U- 'i- 41 C to ' V � 1-0 (Lu ? 'O = L (lU (U 4� L (pil v 0 -moi 41 C v2 >' O N v T Q1 C V C rvJ 0 o S o to 'n a o v o -r- o o ° 0 -1 V 0) D V o rnQ o C fu v o`er'- O U a=im;+ ('E Z3 oo v -0 v v oE-0� v w �4 o(, -aoE 'p v C ai M -o v m o � o ui = v v r L .1VC-/1 LC a N0 fu L= (U � v v .S�n�E L rU 4� vU(U [UES L D E O i 'd o v v v = o -19-0 __ v .` •- (U -O c VJ v LA 1 alo Z) O '1- v (D 0 < o¢ in a (U L p L •2 V a1 L ami (ay� U = C O o v .r. [U-� v o crl > C -v (U o� olu Q @ w E0 o E M Uv E -o + � O .- V 41 (n O N E � oo�c�U V L v Ln C `° x >. o.1-- v-0 - C v v � 0- T ,E aai L v C 0 [U . 0 _ o L o v o 0 C 4-1 C v = C v O a Hv ai ru v E1 O T) L L - v "O O 7 U1 — ..• O fU vi v -D L = +� v O = :E N W O FAC _ m C -0E (o O = L C CL [o O 7 u V v � o L [a + C4-1 a J✓ _ o 0 a =c/) v E �o . v al v U r — U p ru C J -r- 42 LA -t L p•ovo Q @ C p r-1 41 pp v (U o a v v v v v v==;J (a v (a v �OvE V) L 0 vC u o8 + v�U� u v � C �C -p o v� U -a nE G a=im v o v W o (u= '2- 0 v C C [U 4v v( (n -0 as o (U D .0 "O O O � C O Vl V a O 0 41 U) 0 o a 0.1-- v L 0 L v fO o v v EEO E In rJ w ui ((U 0) (a W 01 -A �vrav L4_+ ca0 0 0- rn IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NO -f LIE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET: WEST ELEVATION - DORM BLDG "Brr SCALE: 1/4" = V-0" 7_r•) 8-1 EACH CON TRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. �1 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 PERMI-FTED. 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 SUBMITTED FOR APPROVAL. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND PERFORMANCE FROM OTHER MANUFACTURERS. KETNUTE r �I �" N STEEL COLUMN (SEE STRUCTURAL) 4-4— 8" CMU (SEE STRUCTURAL) 5-26 STEEL COLUMN (SEE STRUCTURAL) 7-52 ASPHALT SHINGLE ROOFING 8-1 DOOR & FRAME (SEE DOOR SCHEDULE)— 9-51 ELASTOMERIC PAINT FINISH 9-c 9 10-18 1 16 I R E ENT FAS IA -^—I PREFABRICATED CANOPY 2"L-24 HOSE BIB VALVE (SEE PLUMBING) (E� DATE � - EXPOSED BLOCK TO BE WATER PROOF SEALED PRIOR TO TEXTURED PAINT FINISH. ELASTOMERIC PAINT TO BE SPECIFIED. Lii �A4O�) 8-8 U 9-99�A402 2018 MARCH O 5 LL.9 _ r — F -IR -- - --- _ - -- _ - LLS _ 10-18 _ _ .. W2 — _ — u _ — wl TF _ — w1 5-26 _l — - • - I — - _ _ - LU I— _f I— [ �I— =- - - _ --II� �— - o I ( I— I— 1 ( I I I_ I ( I f L_ I I- I I- NORTH ELEVATION DORM BLDG "Brr SCALE: 1/4" = V -U" IF -PHIS 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. 22-24 ZUSS I Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 1. 407-660-2766 AA26002980 f. 407-875-3276 ww w, scottco rm i a , co r n W [%rynght 2017 - Pll Riglk,' [llLawd - praiect s mea I_ - I Ra rno nd �-�5�ott AIA A FL. REG. E . 7�ARO 2" 008 32 2018 MARCH 02 To thees r b t of our knowledge, belief and professional judgement,ement, these plans n d specifications are in compliance with the applicable building codes. s u b m i s s i a n s # DATE � Q < Lii M. 2017 AUG 21 U D 2018 MARCH O LL.9 s mea I_ - I Ra rno nd �-�5�ott AIA A FL. REG. E . 7�ARO 2" 008 32 2018 MARCH 02 To thees r b t of our knowledge, belief and professional judgement,ement, these plans n d specifications are in compliance with the applicable building codes. s u b m i s s i a n s # DATE DESCRIPTION 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 MARCH VE & GC REVISIONS + 1^ " . LEVEL drawing info PROJECT # : 16126 DRAWN BY: A0, KM CHECKED BY: RS sheet number EXTERIOR ELEVATIONS - DORMITORY BLDG "B" IF THIS 9H€€T DOES NOT MEASURL TO 24 X 36, IT HAS BFIN €NLAaGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 2 0 0 1 _ PRE-ENGINEERED WOOD ROOF OVERHANG o m TRUSSES W/ SLU('ED TOP ASPHALT SHINGLE ROOFING o � CHORD (BY SI'ECIALTY— I -- APPROVED UNDERLAYMENT v, m o O EIJGINEER) 1u ' -41 C -CAP SHINGLE - DO NOT NAIL, .6 6" POLY -ISO RIGID BOE11jqD IN91•ALL W/ ASPHALT ROOF CEMENT o' (R-30 VALUE) o a 2" NAILER BLOCK 42 o c + o oa ami ME -FAIL DRIP EDGE 61 c GYPSUM vi 5/811 - _ - __ APPROVED UNDERLAYMENT, TURN DOWN 3" MIN. ,+ m - - 0 m<t<« _- -- - --- -- E: 01-0 '< « CLEAT o d« R< v+' o - ti ROOF SHEATHING, SEE STRUCT. ao�0- g o v 1"x16" FIBER CEMENT .Q o - - - _ FASCIA BOARD t cU _ 2"x SUB -FASCIA fu - E _r c 5/$" GYPSUM BOAR a } _ � PRE-ENGINEERED fu ru v o TRUSSES W/ SLOP SMOOTCH FIBER CEMENT (BY SPECIALTY EN ^ ll OJ SOFFIT PANEL -a E �; 5/8" GYPSUM BOARD @ 1-5/8" METAL STUD-----. y� 5/811 GYP 0 0 1" POLY -ISO RIGID 44 w, m - @ INSULATION a -CMU BOND BEAM (SEE STRUCTURAL) 1" POLY -ISO RIGID I 1n i O +' O U 4± - o a rnQ CU ru o A U GABLE END OVERHANG DETAIL 8 SOFFIT OVERHANG DETAIL V) E v U V Q 5CALE: 1 1/2" = 1' 011 SCALE: 1 1/2" = 1'-011 �-0 v(� oE�v 4- V) ( 1 a�m- 9 2 @ o @ o A403 @ v O E 1U ;a c a, � -` o aim t Z U) N E _ -7-52 u - �I c V m II44I {' I E A 1_ fu C o, (j 7-16 J O aQ i n - = 5-4 0 o m E _ Q) 1U f3 QU _ - _ 9-40 _ -Q + E -9-99 1U it, - - m `U 1n - 7 7 01 U)@ p� V) " (U - V Q f0 V E o E � 8-4 V A-- o + ij a� -6 E v p ai Iu W- o N 1a A403 7-55 CIL 0 -r +-- ._ o0 Iv E -0 m `" 0 Q)I I LL A403 -D '-} V i - _ ' 1 + II 'U m m o BO TRUSS BRNG `P BO TRUSS BRr 'i D C -o E ,U 8-4 o c - c Q M O D V) ,n U w Tu/ Q1 + O - +m o W E`7'�W 01 _ •� 0 0 J •-_-•5-26 O n , 'd o,Ovo fU fl. U � o LOUNGE 0 o ami c v�m E-a+,� 0 C: u N n E I� I c m AuIF OQ1 E 'oo�+ 3-1 m _0 JJ c ( O mU `J'ifJ v0 0 1 3-15 / a E H` V � m O m O �ovo� 1/8"/12" / „ T, - LEVEL 1 LEVEL 1 ^J L .— m �. ' J `�s,. Jn a �-.Q: . �.• Fly. -I - 1n -a 4 1]F1 ffi I 1 l " rrryrn-' 70 o III- I I I II I L= I—III—III I I i- III I I I _� • ,rI=1 I I=1 I I=1 I=1 '—I 3:o rut =I I M I I -=l �' �_ �-• � Q' I �--111,11L- . `' ._ � _� �_I I :��I � 1—III—I � I—I � 1 I � 1=J �•I-1__I v III_-III—III—I I i_—I I i III III—Iii—III—III III III-.-..-III—I I I � "o , •,. •; ° : ; • �'1117 III—I � I—III—I_I I- -.M"'.1II--III—III—III—I CL III LII -III III—III—III 17 1 1_-111-11 1_1 11—I I —I_I S I I o 1 C. 8{ 1 I A �'_TI 1 I I I I I._i 1 1—I-1 I I I I=r1 I-1 I—I 1—I f1—I f 1111 �, m m „TTI ITT ;_TIII LTI IllII„III ;III ;III ;III„III ; 1111.11: TIL; 1zL-LV0L” o _i_- m L V n � Ln 46 co E 1 i WALL SECTION WALL SECTION �u a ,o E 01 -1 SCALE: 1/2” = P-0" SCALE: j 0) 1n � � o cL rn THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED 7-52 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. 00 CV v- i. 1ALT SHINGLE ROOFING FING MEMBRANE STRIP DLY-ISO RIGID BOARD (R-30 JE) 'PLYWOOD SHEATHING PLYWOOD (SEE STRUCT.) CONT. ALUM. DRIP EDGE EAVE FLASHING 2"x SUB -FASCIA 1"x16" FIBER CEMENT FASCIA BOARD BO TRUSS BRNG 2"x SUB -FASCIA FIBER CEMENT SOFFIT J/ CONT, SEALANT Z 6 0 CjJ - 9 A403 ALWAYS REFER TO THE LATEST DRAWING SET. WALL SECTION SCALE: 1/2" = V-011 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED O 0 7" WIDE, CONT., 3/8" THICK PLATE. - SEE STRUCTURAL EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. CANOPY SECTION SCALE: 1 1/2" = V-0" - _ +12 BO TRUSS BRNG 3/4" DIA. THROUGH BOLTS, SEE STRUCTURAL CANOPY SECTION SCALE: 1 1/2" = V-011 _ +1 1-i BO TF LEVET WALL SECTION SCALE: 1/2" = V-0" ALWAYS REFER TO THE LATEST DRAWING SET. 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 A WALL MSECTION 104074ES 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. F 0 r Z' u" R 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 COLUMN (SEE STRUCTURAL) 5-27 _STEEL W 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 I1 6" POLY -ISO RIGID BOARD (R-30 VALUE) 7-55STANDING 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) -4 _ 9-51 8" E '' 1 M 0 -�_ _ ELASTOMERIC PAINT FINISH 1X16 FIgE&CL _UT FASB _ Scott + COrmia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26U0298U f. 407-875-3276 www.scottcori,nia.com wpynphl LU 11 Ni RiUht: R- ­A project LLJ CU. OLUMN PER STRUCTURAL 0 C} 8 A403 I �;�, -7-29 L'-, -9-99 i - ARooO8232 ..... «. ' BO TRUSS BRNG aCyX e }�. R, menScott, AIA 7 FL. REG. AR0008232 2018 MARCH 02 - To the best of our knowledge, belief and professional judgement, these plans and --_---••-,7-16 specifications are in compliance with the applicable building codes. 5-4 f --•9-40 s u b m i s s i. O n g WALL SECTION drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS =sheet number WALL SECTIONS DATE DESCRIPTION 2 JUNE 02 _ 50% DD SET 3- _1017 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 WALL SECTIONS L 7O O 7 a V ,J) 'i-' i� C v @ - �2 Wai41 o0 ra .> _0 0,vac rti co 0 o a o `c� ,0 �o o M o W 0,U�0� to C o rn .0 41 0 �O Q,W O L3 O 4 ' C .2 O LO @ O ro d OC >_ z' t L a Q L O c0 � v m fl Q) Ln C f o m E Lj Ln J � L (� 0 O U = aO 3: �E �H O O 1-- tt A cva� o�pU ;6i L C (O O +� 10+� v i C 01Q to 41 O !CO (O O U ai Q) 9 U+ >_ •O 1, 0 O O 0 v� fl U) N Q) 7 v fu O E -0 aL) v vl O C 'Ug41 6, O E +_, Q) C a) > (4 Q) .0 Qi O c- —0 ru L C v to 00 W v v N � U J a 10 >_ J Evi 0 0 ti -v - 0a°'�°J o v C @ 0 a) '. « i -0 (U 46 U-) 0CE CUTt JO Q Vl to Q @ O 00 E N r�� U C O O -0 C C: (O (D 0 4� Ov OCn O -U C O r0 O O � _q �= (O 0 0U UE o (n 0 o a 'Ln -46 V) o i ri E v oaZnco n 0 T� aJ In o U v " «rCL CO N 0 c Q) J v � �L'� C Q..� O rooq)•a c o0 v 0-0 a� v,cv4- ate) ,n c0a o EY2v 0 Z3 _ 0) Q) -o �O v N v ) o � � ru o E @ CL @ U a) W O + oaoi � E ty v � 01 GJ v '� L O C J � O J ", L 'd L 0 v o L ru v C [li H a p_ v -0 a_' coa C: 0 o v v C v 0 C U a ,o v m 6.0 v L In 1^1 Qi L v c — 08`°+ N Ol U-) v 70 �go� a) U a-' L a. E _ W v W O O.. C O � c 0 v 0 M v f° W �L vi 'j L .Q)v to v v "'-0- 70 10 -- (LQ 0 o g o C) Q) C -6 L " v5; E �La)C) �N�Qo 0 to o iz� 5- :3 a. o� 0 v v In c: v v clo 0) (O W v a, Z) c v npi m' n 0 Fu EL m IF THE SHEET- DOES NOT WASURE TO 2$ R 1G, IT HAS BELN €NLAI<GED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NO -f BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER `TRADES. FAN 5 DETAIL REMOVED 0 TT + UORMIA Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t. 407-660-2766 AA26002980 f. 407-875-3276 w w w. scottco rm i a. co rn (� copyright 2017 NI Right' Rcsuv d project DETAIL REi�C��iED UJ M LJLJ INTERIOR SHEATHING - — INTERIOR SHEATHING---- ��r r 2_0 C `) ' I •� fir? �,�•__. 1-1/2" Z CHANNEL — CC`~ 1-1/2 Z CHANNEL - 1" RIGID INSULATION ^_� e s ., 1" RIGID INSULATION C = C �OPID L 8 CMU BLOCK PER STRUCf. -" CMU BLOCK PER STRUCT, g ` AR000823273,; — BASE BOARD C` ) / — _. R mSco , AIA BASE BOARD / _> / EXPOSED BLOCK TO BE EXPOSED BLOCK TO BE WATER WATER PROOF SEALED FL. REG. # AR0008232 CY i/ PROOF SEALED PRIOR TO /I PRIOR TO TEXTURED PAINT 2018 MARCH 0"2 TEXTURED PAINT FINISH. ; : �, - I// --� ELASTOMERIC PAINT TO BE < j FINISH. ELASTOMERIC FLOOR SLAB (PER :/ — FLOOR SLAB (PER SPECIFIED. "J iii PAINT TO BE SPECIFIED.knowledge, C :,� STRUCTURAL) = C_ -� _-_ / �. To the best of our belief and STRUCTURAL) C /� C_ professional judgement, these plans and specifications are in compliance with the applicable building codes.' submissions C — WALKWAY # DATE _ DESCRIPTION 3 2017 ]UNE 30 BID SET 4 201/AUG 21 100% CD PERMIT SEC a • _ <' ". < , / °'• w GRADE ' ' 4 , r �.° 2018 MARCH . °C� U �1, 02 '° , 7 VE & GC REVISIONS dLLJ °• v - * _ %jT1T�TI %'° oLLIa • ° , , d ;, + , .. a . -� Q- - , . ,. .. r ."' � ° n . , , �- - a; - _ —_ rrr=+�rrr_ • , ' ' I_I-W�1 I I— I 1=1 � 1= _ ___ - .. - � °. • a ' .,• :a° • •...t ._ .a III -11 I=T II I II I I� I X11 fl I II I I-II 1111 I1 I Ij I II I II I II I it I II I II I �I 1111 -1 I=1 I I__rl=1 I=1 1- =1 I I=1 I=1 I I=1 _ _ - — — drav�ir�g info 1=1I1=1I1�-1I1=1II II1=1II _1=1— I I I I _ — — -- — I ILI •"=__ i i LSI I I _III 11 I I i_I_-1 I I—III ' _I I I—III—I I I_I—I I �_ _ ,- v ;i ° d <7 —_ —� � � 4 .• I I I I I._ I I I— I I I A ...III—III III --I I ..II- III III III— I Il I -- — - PROJECT # III III III III III _ _ — — — — < a 1 I I-11 111 I -1 I I—I I I— II -1 11-1 I —I I l I I l I I_I I I I fL _ = = a — _ __— ——_ l=1/2" EXPANSION JOINT 1=1 � • , ,' . ' - � � , ,. . , ,� �� I � .I � I_�I �,�_I � I— I � I—� �_�_I � I I—____ - ,�n.., :� P 16126 - — _ "• °' % , — _ _ —I 1 I—�1 —1 11.-1 I � IW/ PRE -MOLDED JOINT 1 1=:_ = ...., ., ...., � •°. , ., . , ,..... , � � I—TTI I � I � � I I � 1 III _ � DRAWN BY A , M _ _ — _ _ —III=FILLER & SEALANT111 - I _'11 =� III III III -III II �1 0 K I1_11 I I-�-1Tf _I I_ I-�—I �I - III_III-III i - ' CHECKED BY : RS. -J' II =III III -1 f-1 I_I I I_ -TI 1=1 I I—III 1= I I �'.. n'• � I v <, — — tr °. ° _ _ _ _—_ — _ — sheet number I ----III TIL --TIL . -I I f— I I I_I I I- III --III I I L .III. III III_ -_III "',. ' I..I I: 111=I I I=I I I=I I I=11.1_=I I I-111_1 �_I_ — — — — — ". , aI I I -111-111-111,-111=1I 1I1 -111 -III I I I -III III III I I I�- -III III III=_ -.III III III �-- . III, ,111 IIi. -111- ill III III: III 111 111 --.III ,I A'. '.i'• �'. . ' d.. LAP SIDING DETAILS LAP SIDING - HARDSCAPE CLEARANCE i DETAIL A410R.Ei�OVED LAP SIDING GRADE CLEARANCE 1 SCALE. 3 - 1-0 IF THIS SHEET" DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. L lO O 3 W 241 � C V O 4 E o��UU V) -0 1 � V � to ca O v@O p 3 'N — o y75 o D O 'T o ,2 . of � o � co • ° o 'rn Oo 1 Ia L E g rn� ,, noon L 4, v O � OV O L L O o- 0- L Qj 4,1 @ -I-- ai o L O v 10 4 N Ll U O vi U mA � Q) vi O o m E U L tvn j O J L O " N 0o w o 0 >, c u o O O O "O � dJ �Q,av O~' O 7 J=ug zy LL c ,a o .a v U COl la �o to fu to -p -C o Y U 0 E v U a� + v v o 0 v -0a cn -f 4v E o w o E 20 �vloc O1, o E tg -o v CL @ o Lr) .4 v la vim] O L E of c al" Uo o -o la C: U) o w v E L J� i 6 U W J 1a EJ E O i 1J q •O N.;t.' V) aO.+ O L 4-1 H _ (a C 41:,. -04VJv n y' m o o o tJ o a V) n.@ O O � += O 0 -p + ru �O O ,a U v0Ucn C r. •o 4� O W toO -r U f0 co O u E E �j E -o O + V�j yOj O U U) O N 4 49 fu L C' B o v 4- LO fu L n la O Q1 7 CJ o v v v1 E -o L U c CL— o to m o --0 C o = (U 0-0 - V) Qj v1 o a o c co c +� a7 to w - E v ° 3 IU (�yj -o O 'N 4 U N +� - O A 1- M 41 c 'o' toe (nV) U ad @ + O s°3ov "O M V t>=aE�v �c'c i L O C (1) D •0 ti L Ofla J O !a J i L V Vl oOQ'o cUo c' 4-1 v C C @ r 0 O 1 Q) D va,-E c c � o U v v c v a la (U v LU Dov' v o ro U o v a + v ami W o Q) ch o v) L) W V o 0 v -o u — L L 4-. C OJ v CL to 0 c o M OU -p so�,�ru IQo 45a� Ln `° N L to -o = o -0 o M o @� 12 [- -a -o o -o o = 0 Q)i C -p `n U v •j 41 0 o Jl a u ' 57 C: u o o -Cv ' U I^n �L� aoimovv`�, - Ln ai -v +' v al io co cc .E rn- �o=g�N c Q) 49 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 NO -F PE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINJVTE THEIR WORK WITH ALL OTHER TRADES. F IF I I IlJ JrICC I UUCJ Plu I 1'ICF\1)UKC 1 V L`t X JV, 11 rlF\J DCCIV LIVL7IKULU UK KCUUI.CU. AUJUJ I JI.ALC AIA-1,)KUIIVULT. I MR:) WILL I 1�) YAK I Ur' I rtt UUWIvItIN I St I AIVU SHUULU NU I bt StNAKA I W. ALWAYS KLI-LK I U I HL LA I LS I UKAWING SL 1. EACH CON TRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. P 10 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 www.scutLcormia.com ©,Weight 2017 M Right/ Ru -.,ed project seal ( oi, 0 AONU L SC -J a'� I ` 7p - AR0008232 V. Ra ' c7nd7Scott, 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 N 4 M 100% CD PERMIT SET 7 2018 U2 RCH VE & GC REVISIONS DErAILS LL %% ce LL seal ( oi, 0 AONU L SC -J a'� I ` 7p - AR0008232 V. Ra ' c7nd7Scott, 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 U2 RCH VE & GC REVISIONS DErAILS drawing info PROJECT # : 16126 DRAWN BY: A0, KM CHECKED BY : RS sheet number CORRUGATED METAL CLADDING DErAILS O 6 v v�W '� E �� # .> = - rn v N U N o LEVEL I �cfl-v w O -a 0.0 o o o� vi v is •c S a N c rn a -m . C) o ca v .o E � ,, t-3 acoo v 41 o_0 cu D —0C SC 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. DOOR SCHEDULE - DORM "B" DOOR _ FRAME GLAZING FIRE DOOR T .QTY DESCRIPTION CATALOG NUMBER FINISH MR1ER SIZE DETAILS LOUVER RATING HARDWARE THRESHOLD COMMENTS minutes) HARDWARE SET #1 (STOREFRONT ENTRY DOOR) TYPE MAIL W I H TYPE MATL HEAD JAMB ITHRESHOLD SIZE TYPE THICKNESS SIZE � SET 201 202 DT4.2 DT1.1 HM HM 64" 3'-0" 7'-0" 7'-0" 13/4" 13/4" FR -2 FR -Z HM HM 6/A8O1B— 6/A8O1B 5/A801B 5/A801B 4/A801B 4/A801B SEE ELEVATION -- -TEMPERED -- 1/4" -- -- -- - - 0 - WEATHER SEAL SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING AS Yes Yes DORMITORY ENTRY EGRESS 203 DT1.1 HM T-0" 7'-0" 13/4" FR -2 HM 6/A8O1B 5/A801B 4/A8O1B -- -- -- 24"x24" 0 1 EA Yes MECH ROOM 204 DT1.1 HM 3'-0" 7'-0" 1 3/4" FR -1 HM 3/A801B 2/A801B 1/A801B -- -- _ -- _ -- 0 " No DORMITORY ENTRY 205 DT1.1 HM 3'-0" T4" 13/4" FR -1 HM 3/A801B 2/A801B I/A801B -- -- -- -- 0 1/2" EXPANSION JOINT W/ No DORMITORY ENTRY 206 DTIA HM T-0" 7-0" 13/4" FR -1 HM 3/A801B 2/A801B I/A801B -- -- -- -- 0 No INTERN'S ROOM — 207 DTIA HM 3'-0" 7'-0" 13/4" FR -1 HM 3/A801B 2/A8O1B 1/A801B -- -- - -- - -- - 0 No - - COUNSELOR'S ROOM - - 208 "209 DT1.1 DTIA HM HM T-0" 3'-0" 7'-0" 7'-0" 13/4" 1 3/4" FR -1 FR -1 - HM HM 3/A8O1B 3/A801B 2/A801B 2/A801B 1/A801B 1/A801B -- -- -- -- -- -- -- -- 0 0 No Yes PRIVATE BATH RESTROOM & SHOWERS 210 DT1.1 HM T-0" 7'-0" 1 3/4" FR -1 FIM 3/A801B 2/A801B — 1/A8O1B -- -- -- _ -- 0 Yes LAUNDRY ROOM C 4 v 41 U 0 @ o 03 ac E N i U W a� > N >� a c N N FL (fu :3 c'a v F - °vi a J E n U O> W C V c 3 iE N 0 0 o v� -b �n � v c o EL 0,0L S7 iF- U v y L v cNo,, o v A-- v c of Q N [B N =z1vE 0 vU v� U i a 'D o v o 0 v _0 0 v) � L v E E v c � o o E @ Q � o =� v cu Q c M 0)49 o U 5 -p N L Uv � ov v v v v U v U a N E: J E o o Ij v °3 v CU OL 4- H U N U Ql i '— N 9 W �D � o •c Ev°�� V v J +o o Ei�am o L o U v v io -c o c o V 0-0 + N-0 N o N N U N u 0 > o N� ,U c ,� v EO 0 L o E Q U Eo .- + vii U c V) o v " E L Jj O {) N L L Q U v 7FZI B Ln C t � ate1 v o L aN N ori v� v _1 w UvE: L ca2o No a -p tn o W g o v C .o f5 v N 0 E i aL O v oIj a O L N`2— V'L v Q o c N c a'M o c L c ❑. N O 7 (nv) v + o _N � v L c v o > cEv N V ,">` c C , L L Q c a W i L •U N OU J O N _1 o o B 0 0 cid c � c c N o_ a a v C: ECU a c c N v aUJ fu —�i 'n E u v� .0 v E � � L v c'OV 0 o N + v 0 o � .U, Qj o 11 0- E `•i= (u v2Qco N U Ul OU -0 -4-.2 Uj U c a `O � IJ W a5L v� o -0 S ` O races -ca 43.2 � O a v c vo U aj.vI✓ o E '� N a n.no C o v a o o co Ln i 1 u' Q)cOov�� E _ LnF o 1vcn@co caESc tjaE� E _ L .L _g E 2 � l M vn O Q. (,-T WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH SEE STRUCTURAL DWGS FOR LINTEL SEE SCHEDULES AND/UR INTERIORS DWGS FOR INTERIOR FINISHES CONTINUOUS CLEAR a J/4" ' - SILICONE SEALANT `. METAL RAIN DRIP (EXTEND BEYOND SIDES OF DOOR AND r PAINT •TO MATCH DOOR FRAME) GROUT FILLED DOOR FRAME AS SCHEDULED DOOR AS SCHEDULED DOOR AT CMU WALL - HEAD DETAIL SCALE: 3" = V-0" L_i d• s ° y ° a.° a Q :- WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSiH 7 - CONTINUOUS CLEAR SILICONE SEALANT - DOOR AS SCHEDULED GROUT FILLED DOOR FRAME AS SCHEDULED MASONRY ANCHORS AS PER NOTICE OF ACCEPTANCE (SEE TYP HM DETAILS THIS SHEET) REINF CMU FILL CELL (SEE STRUCTURAL DWGS) ` SEE SCHEDULES AND/OR INTERIORS DWGS FOR INTERIOR FINISHES DOOR AT CMU WALL - JAMB DETAIL SCALE: 3" = V-0" GROUT -FILLED DOOR FRAME HINGE SINGLE ACTING OFFSET PIVOT HINGES AS SCHEDULED (BEYOND) HAGER 1 EA CLOSER op _ DOOR AS SCHEDULED �- - THRESHOLD 4" EXTRUDED ALUMINUM MILL FINISH (FOR OFFSET PIVOT AND OVERHEAD CLOSER) _ _ 1 WEATHER SEAL SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING AS MS+1890 DEADLOCK / LATCH COMBINATION ADAMS RITE _ 1 PER CIVIL DWGS ° . • ° ADAMS RITE CONTINUOUS CLEAR SILICONE STRIKE STANDARD LATCH STRIKE AS REQUIRED ADAMS RITE 1 SEALANT EACH SIDE d=•' MATCH DOOR — SCHLAGE 1 EA PUSH & PULL CP ii DOOR PUSH & CO -9 PULL CLEAR ANODIZED ADA COMPLIANT ALUMINUM 1 EA WEATHER PROTECTION ' SEALAIR THRESHOLD SET IN CONTINUOUS - BED OF SEALANT W/ TAP CONS AS "a - PER NOTICE OF ACCEPTANCE " -,• INTERIOR FLOOR FINISH AS "°' a SCHEDULED d 1/2" EXPANSION JOINT W/ d , SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR HARDWARE SUBCONTRACTORS AND ADJUST SLAB STEP DOWN LOCATION DOOR AT CMU WALL - THRESHOLD DETAIL INTERIOR HEAD DETAIL SCALE: 3" = V-0" INTERIOR JAMB DETAIL SCALE: 3" = 1'4' 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 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 SCALE: 3" = V-0" SCALE: 3" = V-0" IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED 1 SET HINGE SINGLE ACTING OFFSET PIVOT HINGES US26D HAGER 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 HARF)WARF SFT 1t? (FXTFR1()P F)OOR) 11/2 PAIR HINGE 4 1/2 " x4 1/2 " BU TT FULL MORTISE HINGES NO. BB1191 US26D HAGER 1 EA _ LOCKSET AL SERIES SINGLE ACTING LEVER W/ KEY LOCK HEAVY DUTY _ SCHLAGE IE _ CLOSER LCN NO. 4040 MOUNTED 1N ROOM US26D _ _ 1 SET _ WEATHERSTRIP 1 EA ALUMINUM RAIN DRIP 810S HAGER N 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 5BB.1 4.5 X 4.5 NRP US26D IVES 1 EA PRIVACY LOCK 17301S 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 HAROWARF SFT IkS (RFS -FROOM 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 S_C71 REG OR PA 689 FALCON _ 1 EA FLOOR STOP FS13 US26D — IVES — 3 EA SILENCER ISR64 GRAY IVES HARDWARE SET #6 (OFFICE DOOR) 3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D — IVES — IEA 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 5BB1 4.5 X 4.5 NRP US26D IVES 1 EA_ PASSAGE SET T1O1S DANE _ US26D FALCON 1 EA_ FLOOR STOP FS13 US26D IVES — 3 EA SILENCER SR64 GRAY IVES RE: SCHEDULE W Z) 0 W 2 U ui WHERE OCCURS; RE: SCHEDULE 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 WITFIOUT BINDING, 5 SEE PLAN FOR DOOR SWING DIRECTIONS. 6 DOUR 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 A8O1 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 LUCKS 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, A5 NEEDED. 31 ALL EXTERIOR HULLOV�1 CORE METAL DOORS ARF_ TU 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 DT1.1 DT4.2 DOOR LEGEND W J 0 W T U V FR -1 FR -2 FRAME LEGEND ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTF2ACTOR SHALL COORDINATE THEIR VVORK WI-fH ALL U-fHER TRADES. p r o J e C t seal gip. ,' FF ooND L. 4 0 fir. 1A )\ ARO008232 ` p, { Ry n . Scott, AIA FL. REG. 1 AROOO8232 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 3 2017 JUNE 30 DESCRIPTION BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 2018 MARCH L RCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number DOOR & HARDWARE SCHEDULES AND NOTES - DORM "B" 00 Q) v caa E oU Q) O a @�� of +' m �-ov�c C ;ol V ,a O C n N cu 0-0- ,o 'D - ,o 7S1 � V o' o o, m Q1 Ol . O @ @ O L Q) E II . o 'C" o -2 (v2 o C 49 Q) U 0 0 L L o ca o o E (U E L O >LEa>) c -o ` o •— (a -Vj a) LL Q) CUC Ql >' :3 c r o a) CJ L tvn T O J E L �O O ru C U @ 41 O p C �) �(n -0fu aj a, o ;L-- o 'z' U U i i N CO Ia O + t U u1 pv -0 v L C a14 ca 41 .@ C U O' O a, E + p LO O a) -0 Q Cn -C N v v o @ E� v w v1 o C O 'co + 0 o E W c a) �-o (U L 0 C �6 o C C v . !U O C 7 la Cn O C -0 (a Ln C Q) to oV U1 Q) N a 1� C p Q) J N lU E J E O O L a O 4 U a) C O L 41 H C � _ -0 (a -0 Q) yJ Iv Cn' o ' i 'd E a) �. W J o n U OQ VI 0-!d L o w E N 10 f; O 0 o U -� } -o + .0- 0 tj o O ca -C V u 0 01 u+' T O i'i m 0- 0 N o f m� C 0 � a E a UV O + D U 4 a V Q) .0-401 QOa1 O_ (U T� +- , C !E V, n ,U Q - O N P C Q) J Q) v fu c n..� o coo 0)-0 � U 0-0 v to C v W w m 0 E L W 0 D 73 rnQui O _ t N ,2 L i W C: in 1=0 a coo Q � v + o -0 , 0 CE'v m 0) ) L L Q) NU '�v O Cru J -(- 49 V,'n L V U1 L L Lu aim C: 0 H 0 U oai -0 C @ 0 o v v Cv–'�° OJ 0 v v c aaii Oa,F- (n L C ,U V v 7 lJ O U ca O + ai V -0 W IN p W of , to +J` U v o 0 aE v v 2 >Q�o ° -a o v c a) ca (U (U � to 'j i a) � QJ 12 ol��•C:0 o m t @amu-•C:v �.s�2o N C Lf V�1 V v u2- C (h CL O. O Ln O v _) O a O u v z U 5 C L to &; Q) c° o Q) a) un E �5 °) to 0,�Go C C .� Ol ,-1 a, vo N i m to O m IF THIS SHEET- DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED WINDOW SCHEDULE TYPE DESCRIPTION ROUGH OPENING SILL DETAILS FRAME TYPE GLAZING TYPE COMMENTS ROUGH ROUGH 2017 AUG 21 _ 100% CD PERMIT SET 7 _ 2018 OMARCH VE & GC REVISIONS HEIGHT HEAD JAMB SILL WIDTH HEIGHT W1 FIXED3'-4" '2'-0" 64" F W2 FIXED 4'-0" 4'-0" ROUGH OPENING SEE SCHEDULE W J LU LU U Cn W LU cn WINDOW LEGEND W-1 W J 0 w U W W W V) SEE SCHEDULE W-2 6 DETAIL REMOVED DETAIL REMOVED IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY DETAIL REMOVED I HIS SHLL I IS PAR I OF I Ht UUCUMLN 15L I ANU SHUULU NU I bt: t)t1'AKA I tU. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. ALWAYS REFER TO THE INFEST DRAWING SET WATERPROOF SEAL BLOCK W/ -� ELASTOMERIC PAINT FINSIH SEALANT .050 GA ALUM "Z" FLASHING, CONTINUOUS UNDER ALL WINDOW SILL & VERTICAL MULLION FRAMING HEAD DETAIL= SCALE: 3" = 1'-0" •�t•". .,4 J ", a a� o 4 •nu. �. .4 .°4. I I FIELD VERIFY ALL DIMENSIONS. 2 ALL GLAZING SHALL BE CLEAR, TEMPERED GLASS UNO. 3 FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION. 1 s GWB RE: WALL TYPE SCHEDULE SEE STRUCTURAL DRAWINGS FOR LINTEL 1-1/2 Z CHANNEL 1" RIGID INSULATION SEALANT, FULL PERIMETER OF WINDOW FRAME WINDOW AS SCHEDULED JAMB_ DETAIL SCALE: 3" = V-0" WINDOW (PER SCHEDULE) SEALANT, FULL PERIMETER OF WINDOW FRAME .050 GA ALUM "Z" FLASHING, CONTINUOUS UNDER ALL WINDOW SILL & VERTICAL MULLION FRAMING SLOPE SILL AWAY FROM BUILDING SEALANT — WATERPROOF SEAL BLOCK W/ ELASTOMERIC PAINT FINSIH — SILL. DETAIL SCALE: 3" = P-0" EACH CONTRACTOR SHALL COORDINATE THEIR WORK WrrH ALL OTHER TRADES. urw DLVI,f\ rL:m ) I mvkl i SEALANT, FULL PERIMETER OF WINDOW FRAME INTERIOR SILL P.T. BLOCKING GWB RE: WALL TYPE SCHEDULE 1-1/2" Z CHANNEL 1" RIGID INSULATION CMU BLOCK PER STRUCT. I 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 U w yd!�'t 2017 M WghU R—W project s e a .i pAONO sF �. A, 1 , AIZ000S232 R 1 R y n L e, AIA F 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. submission r # 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 OMARCH VE & GC REVISIONS drawing info PROJECT It : 16126 DRAWN BY: A0, KM CHECKED BY: RS sheet number WINDOW SCHEDULE, DETAILS & LEGEND O O v -n f i v 15 y E U o vo v o fu CC- v V p C CL Q) 0 0 0 aJ o U 4 o " to o ria o w CD .a L E m aJ r- rn- 0-C O 0 aJ o�aTi� o +�' aJ C07 , aJ 1 O -fa _ •L L O Q O E a) L 'U QJ !_ -n�o- iLvs5 vf+'�u C: aJ N c v fu o o a'J E U L in o v 41 C_ CU O u ' C U @ C H O O C ' (n 7d o!�o� ;� U 'd L a� c � o+� p+� rn Q toC �o is V) -o = S-_ aJ U o o vsOJ + .aioai a aJ 4.1UJ E 9 v w o c C ' j +, D o , o E �-0 o- v W - ,_. O co O ca y +UJ N v �Etfo CD J00 -0 � D t@ i CaJ O q E v v ~ t fu O U N U J a (6 E J E L D O p i t "O '0 W - � � v c O L -r_ H C O C Q iJ +' aJ U J O O Q L 0 CL.� .o u LaJ E v o 46 U ' � v +ff 'Cu: �'o o to � C •�. •a t,� To vco CI_ c fn C R7 a E a U E + o�� v cn o ami o v ru a ai � L c Q L Q td (d O 91� 'J �aJ�v �v v E L C CL O fD O 'O V) o 4 v 0-0 v 'w c •o � E � � o 4- Zn V O Ql aJ p O = E •N o ¢ o E -0 fu o r L c Ln "U, �o fl v O v O V N CEU) •L L � C aJ 0 H >�� m o -C O tD J o. 22 o fu L,p C U O 'D D + C c @ O O aJ ' v v Q) Q) fn E ro Dov' to � m E v 2 t° U O + aJ 'it'_ (O O Ln "D .QJ p1 CO ) W WV O OV Ql "D V '- L n E`er v aJ ai -- 0 o o C M U 70 o a)ru o = aJ fO (n C > to Q) �- �) ' b OC c om c w. �� Cv O U O O 0 U) C O !n V o o N a aj Q o O 7b q.J o o v •L U a un i (/1 ami o W v ta'n• �' v _F, o0 c o E .c m ,--I ' c T o t! Q1 'IB N N C 11 DETAIL REMOVED IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY TOP OF FLASHING ROLLED INTO PIPE APPROX I" SOFT METAL PIPE FLASHING PLUMBING VENT STACK ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE 6" MIN. FLANGE 1 \ ` T 1. SINGLE PLY ROOFING MEMBRANE \ MEMBRANE FLASHING COVERBOARD INSULATION THERMAL INSULATION SET FLANGE IN ROOF CEMENT, PRIME FLANGE BEFORE STRIPPING ROOF DECK 4" MIN. 4" MIN � VENT THROUGH ROOF_ SCALE: 1 1/2" = V-0"0 &Ii��EMOVED ET DAIL REMOVED THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE (D2L!H���D SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. (D2ELA���D EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. D 3 DETAIL REMOVED 2 DETAIL REMOVED DETAIL REMOVED IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. 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 CONDfrION, 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 ITIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT. 5 f 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 + Corrnia 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 LWpIght 2Ui7 NI flight Rix J p r o i e c t UJ fn L.JI � a en LIJ E W LL . z W. T U'D O seal vo Z40OND 1. .CJ r 73 AIZ0008232 Ral rm%nd ;L ela, AIA f 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 MARCH VE & GC REVISIONS drawing info PROJECT # : 16126 DRAWN BY: AO, KM CHECKED BY: RS sheet number WATERPROOFING DETAILS Q) L 0 41 U J cp c a) vi c O O v7 c �c + a c ttT v- o d� �o 0 v o + c a- 0 0 tU O UEn O 1„ 0 Q c a) CM O a� 0 V)oo o� a) U t� F �0��;= 41 41 M Z3 EM =O 0 E L C in (U 4 O C cv o a o L c + c v M 0 M 0 � j vqj) 7 T �}0--+--+ : U O - O 0) O a) O E i cnU 41 41 O C J v t T? L T��aa U �� cU � 4) IU4.1 H Q)E v E E Q)@ at•12 ! 12 (u v Q 0 0 M a c 0 @ �CU UQ T �_S�U@E E0�Eoo a) -0 U 0) + Jcvc,tz; oc`nv cj (n (n L c -0w a c (Lo 0 (° L o c Z" a) v U (2> m a' E,Qo Vc c O L i fn i Q1 (U O L N O QJ O 0 � 0 41 4 @ O a.+ O cv cn U a V)� ai + E I --a C Q1 vt c O ca U -)fu 00 � � + +�' E V 0 In L J O Q) V L -0 a) L O •d) C O (U C 6 0 O a) W 4J c O L O O O -d c O V [U D c O V O 0O @ ate) Q Ol V (U •Vl •Ul •i c ac) O o Eo vi -0 V (a a) + Uw- c V 1:j LO a.1../' O 0 la o cn a) co E a. o a acv vaaro O �vrt NO O 1= 9 a= �a i IU (U fu .i cn v vQ) 41 U > Q) rp L ' Q) �@-Cv(U L Q) a--+ Zn a. @ 41 o ~ U L ,V N T m > E ti- N v U � V U -O � U0 fu T v O > O41 V @ v 0-a L 0 v a (oi a C))0 c c � .� 9 � ° 'd co T cn O iv rn v o o 5 av7 L OV (T +' 1 (n O C: 2 fu—c.-U -00 c CU o a) �C CL 0 00 - E Q1 + 00 Ova) Oate+ C Q5 Ul H 'V1 Z} In �(a N .QJ O it E EL V N O d V� O V) Q) ru U L m N Qca) IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. E THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED REC. FOOTING STRUCTURAL EAST ELEVATION o DORMITORY BLDG 111311 S3015 - 301D 1/4" =1'-0" DJ FOOTING �v T.O. WALL ®� 10' - 011 \ �I - 8" THICK CMU WALL \ 12" MIN. SLOPED CONCRETE TIE BEAM r USE REINFORCEMENT SIMILAR \ ' TO TIE BEAM SHOWN ON 4/S501 D 4'X 4' OPENING ° ' • a (REFER TO ARCH.) n n SLOPED (2)-2x8 WOOD TOP PLATES - `` \ TIE BEAM — \ _ L_ T7 _.\ _..__"�dE...:J't`w�i!��IMA�kikl��d�IIt�E°"�,k�+f.',,;i .v l..�;�,t4,#r °. ..—. _ t<. e^x.r.. i al 16 P.i Ji I, �. C.� - u _ - 16" BEEP -CONT. - , 1 711 / BOND BEAMS _ / _ L L� 1 - �J._ 7� 011 7# \T.Q. FTG. -11-4"1 / \E ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. '2 STRUCTURAL SOUTH ELEVATION --DORMITORY BLDG 111311 S301 D 1141' =11-011 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY WF W F 3.0 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. I (2)-2x8 WOOD TOP PLATES CANOPY -SEE SHT. S403D FOR DETAILS T.O. WALL 0" - — -\P.O. BOND BEAN! 16" 81 _ Q q SLOPED V I� TIE BEAM T.O.S. _- I 11 FLT E -. T.Q.FTG d 1 11 4'x4'x1'-4" REC. -1 - 4 - FOOTING EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 1.407-660-2766 AA26002980 f. 407-875-3276 p Cupyri°ht 2°17 NI Rights Structural ill), L IBC International Building Consultants E Engineering Design Seruices inc. 2295 S. Hiawassee Road, Suite 411 Orlando, Florida 32835 D. 407-826-1000 C. 407-312-9585 project O Q UA M WIN mom j LIJ0 LL LLILAJ W seal �y p+r o 54; ` 1• '°� Rq � V � � u• _ �, .t� C>ao `e ��• 112211 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 # F DATE� i)ESC�Pi10N v.._._..._ 1 2017 APR 26 SCHEMATIC DESIGN SET 2 2017 JUN 02 50% DD SET _ 3 2017 JUN 30 BID SET 4 2017 AUG 21 10 0% CD PERMIT SET 7 20180MARCH VE & GC REVISIONS v U O J C N i C C) a� " y� L H ) j— +' cn c c + o u- 0 v O v O v u� OO a' O of to OV cVi] O �,¢Ca, C - (U 0-1-- U co E 0 vt +0 4- w L V C �5 E tvc o o u, c •n `° o E o ,v C a-' V (D io --n �o O m fl v j � qCj to U L O "V to 4 `+-- c E 0 O v C J C v aj 9 i T� a)O O v Vv >= ) c qg t+-• r-1 E�v0� :a - 01 41 O O U Q'F C O 12 _O V C: UCUt, U @. (L^' :3E L tl-41 0 Q v -Q L � + d`�+ �tvcn L c v v v Q) ate, _ o c H @ L 0 v -0 @-oma E L yJ v -n 0 v v (0 7 to 0 C OI Q O v C L L <-00 2 7 fo to 1 (U v -O EO k� 0 (o O O (o W Lo $ N + 'CL 0c c � O (O V 0 0 � o v'RE1 a v L 'co v o`'=oma. vl -O � (d oIn (° s= UO D p O t c c v Q (0 L to U C O U) O p o � a� ¢ t� V o� to •� E� U a E v + U D:I:; O o 41O v U) i j C) c voL o to v c o o N O 0 C' �.a o v a 8 fo (o (o Q Z' s= 'L t .a., E a� _ t FU 0 -r—L v V) � v to (6 2 +� V•c v Ui m�Es O O � Q QC1 tuU E N U Va U @o � V O v T •;V— 75 O t > C t. V L O U : �41 v , , O Q1"'_ O OL N- v o 4w C) 'U� C O C O_ io 'T o to f ca v4 , v � O L �• u � T > aJ:zvv; rnn E o��n o ro H v — : _6 Q o J O �a0= Lj -c E vi v o DO) o > V) C„ EWW 2 (f) 7b v t�i E � (U v ss i tLo i 0�U x L� to QI Q C'�3 IF THIS SHEET DOES NOT MEASURE TO 24 X 26, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. -.0 - WALL V�- 10'-0" ND BEAM 1 81 — 811 1" S302D -STRUCTURAL WEST ELEVATION - DORMITORY BLDG "B" 114" =11-01' ALWAYS REFER TO THE LATEST DRAWING SET EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. C�D 4'x4'x1'-4" REC. FOOTING 2 S302D STRUCTURAL NORTH ELEVATION - DORMITORY BLDG 111311 114" = 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. T.O. WALL 1 _ 10 -011 1611 B.O. 70 BOND BEAM SLOPED 81 - 811 FIE BEAM " THICK :MU WALL Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 (9 COPyi9ht 2017 NI Wgbts Structural I; Am I Bum 9 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 Uj �1 LU LL U9 Z j3 Uj rvoo LL .j Uj LLj seal wNo 5 X99, v .,. lilliq 101"% Hasan Arouri FL, LIC. # 53319 2018 MARCH 02 To the best of our knowledge, belief and professional judgerent, these plans and specifications are in compliance with the applicable building codes. submissi®ns # 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 o CD PERMIT SET 7 2018 ZARCH VE & GC REVISIONS CHECKED BY: HSA sheet number EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG 'B" -( 12" MIN. SLOPED CONCRETE TIE BEAM - USE REINFORCEMENT SIMILAR TO TIE BEAM SHOWN ON -� r 4/S501 D u 4'X 4' OPENING TO ARCH.) �. CANOPY - SEE SHT. FOR (REFER S403D DETAILS — _I \ ; .'. - (2)-2x8 WOOD TOP PLATES _ -- (2)-2x8 WOOD TOP PLATES 9 4 ,,�•. �,': � <, fi t.v...JC�•17.:. 16.1 _ .: � � � . M< �A,�,�E,..�:�.,,...t�, _ - SLOPED s \. / I _ — C 1,v.,.,iM9 hr -�.�. t ._a.,. � •:i.,c-_ v �-. •,.,:1..� _ j _ -- 16" DEEP CONT. BB - - _ ., .- ,: _: _, , ., ..:, ,. ,. ..,>,. _— ° I ..,: ,• I „ P ( ,prl i.:;-�' r...,...1., v a: ,,,�. .;:.d,,,, jt,:,.t�. � A •�, � "fit';' r S - , TIE BEAM i --1 _.I_ _I _ .1_ ---I- _ F-- --1- - - _ --I -I -1 - - l- _. _. _. J I_.. J - _ [ _�_ >�I _- - _ -C� - -- -- L 7- 4 WF 3.0 4'x4'x1'-4" REC. FOOTING 2 S302D STRUCTURAL NORTH ELEVATION - DORMITORY BLDG 111311 114" = 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. T.O. WALL 1 _ 10 -011 1611 B.O. 70 BOND BEAM SLOPED 81 - 811 FIE BEAM " THICK :MU WALL Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 Orlando, Florida 32810 t.407-660-2766 AA26002980 f. 407-875-3276 (9 COPyi9ht 2017 NI Wgbts Structural I; Am I Bum 9 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 Uj �1 LU LL U9 Z j3 Uj rvoo LL .j Uj LLj seal wNo 5 X99, v .,. lilliq 101"% Hasan Arouri FL, LIC. # 53319 2018 MARCH 02 To the best of our knowledge, belief and professional judgerent, these plans and specifications are in compliance with the applicable building codes. submissi®ns # DATE DESCRIPTION Oil 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 o CD PERMIT SET 7 2018 ZARCH VE & GC REVISIONS CHECKED BY: HSA Oil T.O. FTG.� dreaming infra PROJECT .# : IBC -17017 DRAWN BY: WA CHECKED BY: HSA sheet number EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG 'B" in L 0 0 c 0 0'o, m L O C vc o + o W v E: i3 'd io o 0 a, (ca o u vv, o („ u Q c v Pa:13 .2 c E - r.2 +m 0°+� o t - cc c Eco c o o n o E �, c v( fU c+_+ v 'E fu LUc c v o @ Q'v -E QJ >. , ° o -0 co o 0 v +J a cE'Q1ca 'W J1 r t aUc i 'cu 3 0 0 L (d o ami E Ec T v � co EvLf-'v L v v io � v 'ate-+ 0 r to 0 o u r, c V e J V .vn"0 o�Q +� co V a� @ i EE 4 U 0- 4.1 0 v -0U mvni-S + J � v a't� i (f a3 V-1 p U W L (o to QJ E- � (U v C U -0 @ i -0fu c c Vl ,Q @ (j � ��E �v�va . (0 , V 7 � 0 ;t_' Q, Q. C., 41 cc v v U '>_ V1 i Q v (o lV o U O S E 0 U LO `n _E in >, o - 0 M 0 fro 02 V) Eu O -0V 0 J V) .0 U V 'or E -5 1D v i o c `} F o .3 o >. , -2 - °Ei c U (o c Qi ._ U v v N c L oL-v'n u 0 0 0 -) c c u v c o yrc o 0 p�vQ . f ], y m vv��� E� 2 V o 2M, + c 012 o 0 v o E CL s, 5;0) v a L�v_I_- Q c d Q f9 v 0 0 w (D c CL �, o (o (6 L �a)v41 E v > :L U mo p E -o L v is a,,,, n v 12 a a f5 aJ 43 v Um>EQ 0 0 _0C O N fu I= v u VVl V a 0--00 o 0 ') c U M N `� i :E P',3 ou u��E�o `�" 2 N fll U 'E a� a •c @ U '4J 0 Q�1 Q o -J-' U S'ip C � :}o. � 12 Cv�+, v L O L- 7 OV of 5 c Q v E o v v ice-+ 0 o f+a 3: C c= a c U o v ¢ 0 u N o o F- E Vi c a., ca, V( r--92 0 > 5 v pQn �.vo( Eu- v v v� u,�� v.54;�' 'r- (U L QUA 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 1" S601 D 0 IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. PROVIDE SHEAR BLOCKS BETWEEN TRUSSES. FASTEN SHEATHING TO BLOCKS W/10d 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 W1 BLOCKING 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/ BUT. MOST 2x8 PRESSURE TREATED (TYP.) COUNTER SUNK 3/4" HILTI'S HIT HY200 EPDXY ADHESIVE ANCHOR W/ 6" EMBEDMENT @ 32" O.C.(TYP.) �3� S601 D 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 R e • . ` WOOD SCISSOR TRUSSES - - CROSS BRACING(SEE ROOF FRAMING PLAN AND DETAIL 4/S601 D, TYP.) _ Z. GALV. SIMPSON'S JOIST HANGER (TYP CONT. 2x4 BRIDGING (SEESEE ROOF (2)-2x4 LEDGER W/ FRAMING PLAN, TYP.) P.T. 2x4 IN CONTACT W/ CMU WALL (TYP.) TYP. END WALL SECTION 314" = 1'-0" ROOF SHEATHING - SEE PLAN ------------- FOR ----_ -_FOR TRUSS CONNECTORS - SEE PLAN PRE-ENGINEERED WOOD ROOF -- SCISSOR TRUSSES NOT BY IBC AT 24" O.C. MAXIMUM �4� S601 D REFER TO ARCH.- FINISHES, FLASHING, WATERPROOFING, AND ROOFING NOT BY IBC 2x8 TOP �- �� PLATE 16" DEEP CONT. BB - SEE SHT. S501 D FOR ( \ --All S 8" THICK CMU WALL 3/4" = 1'-0" THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED, ALWAYS REFER TO THE LATEST DRAWING SET BOTTOM CHORD LATERAL BRACING NOT BY IBC 1 Od 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 ROOF SHEATHING - SE ROOF SHEATHING, SEE PLAN EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES. O C) SHEAR BLOCK (2)-3/4"0 HILTI KWIK BOLTS ---' t�rT,n,rr61 ,nl/'\llfl Trll Innrn nnr rAl/�I�Irrl""irfl rtrl/lr n/+Innll rl ELEVATION VIEW (2 TRUSS BLOCKING S601D 314" =1'-0" n�IMPSON A21 (TYP.) PROVIDE AT )PPOSITE SIDE OF BRACE ;ONNECTION 1OOF SHEATHING SEE 'LAN 5)-10d BRACE TO RUSS (TYP.) 'RE -ENGINEERED :OOF TRUSSES NOT ;Y IBC AT 24" O.G. 1AXIMUM 'RUSS HEIGHT NOT '0 SCALE MINIMUM LATERAL RACING REQUIREMENTS SHALL BE PER HIB -91. TRUSS ENGINEER SHALL VERIFY THAT MINIMUM BRACING IS SUFFICIENT AND ADD ADDITIONAL BRACING AS REQUIRED. 5 CROSS BRACING DETAIL S601 D 3/4" =1'-0" LATERAL BRACING NOT BY IBC - SEE NOTE BELOW (3)-16d TO LATERAL BRACING (TYP.) 2x4 BLOCKING TOP AND BOTTOM (TYP.) TRUSS TOP CHORD n..n irl n -r\ (2) - 2x8 WOOD TOP PLATES — 2x8 WOOD SHEAR BLOCK (TYP.) 2x8 WOOD TOP PLATE IMPSON A34 EACH END Scott + Cormia Architecture and Interiors, LLC 429 S. Keller Road, Suite 200 ROOF SHEATHING -SEE PLAN Orlando, Florida 32810 - FOR TRUSS CONNECTORS - t. 407-660-2766 AA26002980 SEE PLAN f. 407-875-3276 — 2x8 WOOD SHEAR BLOCK °`�'Yr, btZU17 Nlw9h1S — TOE NAIL USING 10d GALV. §tructural NAILS @ 6" O.C. EA. SIDE STAGERED (TYP.) M C(2)-3/4" HILTI KWIK BOLTS BETWEEN WOOD TRUSSES International Building Consultants d BOND BEAM OR TIE BEAM - Engineering Design Serulces Inc, SEE PLAN 2295 S. Hiawassee Road, Suite 411 CMU WALL -FOR Orlando, Florida 32835 REINFOR-EMENT SEE PLAN D. 407-826-1000 C. 407-312-9585 project 0 Rau mm UJ 0 LL n LL ram. Z C) UJ LLJ Ln rN LU LU AT LEDGERS < 2x8 NOMINAL PROVIDE ONE BOLT IN -LIEU OF 4D X TWO PER STAGGERED ROW. >< C9 O l S ,s s e a 5�` ......, s ,, •• E N ,i C& sa No 5.310 -53 �TAT Y U ,As°AJ //C) Hasan S. Arouri FL. LIC. /F 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. S u b 11'1 i SS i o n s # DATE DESCRIPTION 1 2017 APR 26 SCHEMATIC DESIGN SEF 2 2017 JUN 02 50% DD SET 3 2017 JUN 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 7 �20180MARCH VE & GC REVISIONS D: REPRESENTS BOLT DIAMETER INDICATED ON PLANS AND SECTIONS d r W i 11 g 117 f p ODS PER EQUIP MFR. 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 MENEM Sheet Humber TYPfC'AI W( -)Or) r)FTATI G 6 MISC. FRAMING FOR EQUIP. S601 D 314" =1'-011 S601 D 3/4" 1'-0" IF THIS SI-IEE"T 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 SHOIJLU NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET, EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER "TRADES. V 0 41 70 0) Q) fu 0 -0 > 0 0 U C, CJ Q 0 �0 `7 .0 q) - W q) i7 L -�cl�U 0 5 E 0 E EU0 C: U + 0 (.5-0 U U) _ 4� 0 0 'i-- C: ti 0 u -0 o N ro 0 0. 0 0 U _0 CL zn - U) C: Id (1) qJ E t! 0 (U ra o o 8- �u fu M U 0 E 75 E (c) 01c) 0 'a r- - U � ;U) (1) 0 W tu- cc-) av, a) (U :6 -a _T ,L) lu rq4) OC (1) F CZ 0 4� M x �5 IV D in ICU C 0 O _J 0 '0 � V Q) In E ro q) E _J 00 _J M E-0 0 U t + zS In W o W 0 0- U 0 U 0 __0 73 ra + In 0 W t; 0 M 0 + o tj.2 -d 'd 0 6 q) V) � Q) U) M - 0 Z b -0 41 W W V) V) Q) C 0 0, (U En U E _0 rn E _FU Ol In M LD C .2 Vn) :3 - CL u 2 E 4D ru 0 E 0 U tj U 0 2) i - c)U C1_ -iu- -rA In r -0 (L) 41 0 -4) = i _0 ICU aJ N C E -0 73 0 0 C .2 tu CO'Cz:) (U q) U > 0 C Lh q) (U 0 J CL 0 E+,72 2 0 'F 0 U 0 C AU 0 0 'un v v c E Crn O1 m aro ro 2 4� C U (1) (n Ij ar fu J-_ :3 Q) Q) -0 (U 0 U fa M .2 > CL 4� 4 0 > 4 fu -C M (f) C: W 41 (U 41 0 -T E O U -C " a) 0 q) 0 UU), -2 .(u M 0 F_ 0 ro O 0 U M uu -0 + 2- (f) . 4d C 4- q) 0..1-- 0 0 ro W 0) Q) 1z)) t; r- x- - .5,- fu E IF --rHjS SHEET bbE§ NOT MEASURE TO 24 -x- M, 1T HAS BEEN INIAGED OR REDUCED. ADJUST SCALE ACCORDINGLY. MANUFACTURER: SQ D MAIN OPTIONS REQUIRED PANEL NAME: LAB TYPE: NQ00 MCB: NIA AMPS LOCATION., ME CH RM AIG 1 35 K AMPS 111 260 AMPS MOUNT)Nrx SURFACE VOLTS L.N: 120 v s.c RATED: YES NE -Ill FYPE: I VOLTS L -L: 2W V OFI PROT: N/A Ifil ri-i : 20,00 IN PHASE 1$ SHUNT'TRIP: N/A DEPTH 5.75 IN L L O CKT IDENTIFICATION 0 LOAD/PHASE (KVA) anvr BREAKER LOADI (KVA) 0 IDENTIFICATION CKT r NQ. A A NO. A b C 'TRIP P P TRIP A B C --T7-7 UORMI TORY LIGATING TING L 0.50 20 20 0.90 R --F�- sTR_ OOM RECEPTACLES 3 REsTROOM LIGI ITING L .60 E 20 1 1 20 032 R RESTRO00A 10,'EPTACLES 4 DORMITORY RECEPTACLES 777U75,s -TORY LlGimtiG L ��� 5 DORIVII 0.60 20 1 1 20 20 1 11 20 0.18 1 E EINC 8 LIGHTING L 0.50 _7 7 WASHER 10 :::771 0,00 :,� CP_B I E 0.70 77 20 1 20 E I ji: EF -131 E 0.70 15 t 2 21) 1.50 E DRYER 14 13 E 4.20 1.50 E E WASHER 40 15 AHU-8 I 4.20 60 7M U0 3 T -'-TO-777. 0.80 *;" 1, !::,: � �_ ­ - I I ` E E 3 77777 4.20 1.50 17 2 20 DRYER 77� 19 E 4.20 E 20 mm CQVI RACK 22 21 AhU-52 _E77TT 7777 1 3 T 20 0,18 R 23 E DORMITORY RECEPTACLES 24 20 O��A R 4.20 - E 2.0 R DORMITORY RECE TACLES 26 5 40 2 20 R DORMI TORY RECEPTACLE 3 28 2 58 1,26 27 75,11 K11 77777 0 RIA REC 30 .70 1,6a R 15 T COUNSELOR 29 : t5� - -- --- 777,- 'F N S E LO _R� I Nlr" E-IRN 32 31 2.58 J �I : � 1 20 1 "i CU -82 40 2 20 ORNii r6RY RECEPTACLE 31.1 35 E, 2.56 0.72 R 0 ____ 1�.� �:,: �: I SPARE 1 1 20 10�00 S 36 35 20 37 E 13.00 0,01 - E 18 11:1 1 SURGE PROTECTOR no 39 EWH-01 E 0 3 3 30 0,01 E 40 "o, 0.01 E 42 41 E 8.00 7�77 44 43 20 1 20 1 F2 0 1 20 -_7,t5 ---- : -777 -26 'T T 2o 46 _47,2-0 -1 1 20 49 20 T T 20 7777-- 50 51 20 1 1 21, 7 52; 777 77 :_ l:l:i:::0vt 54 : _�3 T T -26 1 ��, , 22.6 22.0 3.34=13 2 LIGHTING I RECEPTACLES 1ST 10 KVA(R) RECEPTACLES OVER IOKVA(R) HVAC ElauiPmLiar (H) APPLIANCES (A) EQUIPMENT (E) LARGEST MOTOR (M) OTHER (0) SPARE (S) LINKED PANEL I cill LOAD (KVA) TETWF D FACTO DFUM 0 LOAD 2.00 1.25 2.50 0.10 1'00 BAO All, RATINQ: to K MAPS MLO: WA All 0.60 000 '00 0 0.00 1.00 - 0.00 FD.UO 0. 0 0.00 1.00 0.00 15 9.04 3' 1,00 69,43 0 000 .00 0.00 1.25 1.00 im 0.00 000 1.00 0.00 E To rALS TOTAL CONNECTED KVA: 79.53 TOTAL CONNECTED AII,l 221 TOTAL DEMAND KVA: 80:03 TOTAL DEMAND All 222 NOT' ES: 7 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE -SEPARATED ALWAYS REFER TO TFIE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINtVrE THEIR WORK WITH ALL OTHER TRADES. An _ffQ_UA1P_M61T FEEDER SCHEDULE: EQUIPME11 I DESCRIPTION MAWFACrf URER: SQ 0 Ill OPTIONS REOUIRED PANEL NAME:: 01'll 1I IN(.:;. --7'-- VOLTS TYPE: 11400 hiCB: 40 AMPS LOCATION: EXTERIOR MO'rQR (LARGEST) ✓ADDi-l-IONAL MOTORS All, RATINQ: to K MAPS MLO: WA All NIOLIN FIM SURFACE TOTAL AMPS Pli'lL. . G. 6 - SIZE VOLTS L -N: 120 V S,E RACED: YES NEM TYPE: 311 'WIRE - PER PHASE _­__ NEUT HIRE VOLTS L-L; 208 V CFI PRO f: 140 IATI 20.00 CONDUIT SIZE T APPROX� VOLT, DIST. - J DROP'NOTES FT V"b PHASE 3 SHUM' IRIP: WA DEPTH 5.76 IN NENf� TYPE H.P. FLA W N L L 0 CKT 0 CKr IDENTINCATION 0 LCAWHASE I CIRCUIT BREAKER LOIE (KVA) 0 IDEWWICATON A T NO. r A E E 35,0 35.0 45 7qfo-- 8 F_G_[7P,!?777 TRIP W__ 46 B. 0 90 2 0 2 _1 1- 1/4" PANEL LAB211 26 3 100 '156 1:: 0 SHOP FlAtIEL 4 1 5 0 1i 23,50 20 1 4,50 0 6 1 9 SPACE 20 1 AN 1 20 SPACE 26 T T 26 SPACE S SPACE 8 3 10 S SPACE S �,� .1. ", 20 1 1 20 77M SPACE 12 S 7 7 77=117,7 �7,77 77 777T -7777 iii'll 7 77- :7 777-7 60 , 77TiX JIS 1; 777 46 46 "t 10 7 777-7 Jlff SII77777 -77 .1-1/4" 30 7T1- T �:i 77777 �::I:77 777 77' -7 7 77 C11, -7777--77 77 -7777F '777771'�, 7 1 IT 'r 3 77 -7 77777 7� 7F7 7 7 iE JI li`� '77TT71IIF . "I'll 4 ARM1 7­"`­�' IIII, 77ffl 110n"��­ 7 ' 45 F 45 60 __---7 W h6 77 1411: 1.1/41" 77 77 AHIU-B1 AFIU-62 208 208 3 3 Y Y 35.0 35,0 36.0 35.0 45 4,5 45 45 60 60 46 46 16 h6 #10 #10 1 1 1-1/4" 1.114" 30 30 0.43% OA 3% '77 _777 CU -A1 208 1 N 24.8 24.6 40 60 ::nr 46 #10 1 3/4" 45 GU -A2 0" 208 1 24.8 24.8 40 6� 48 #10 .1 31411 45 77 -777 21 F1 N i TI W", 7 7-77= ,rl 40 TT7177771 7 7 1110 .1 i:::`::: 45 0.64�/� pml77: CU -B2 208 1 N _ 21L8 •,,,,, 42 .. , I -.28.9 27.3 23.5 #10 1 DENT TOTAL CONI KVA: 93.20 CONN, D 0 LOAD TO rAL CONNEC I ED ANi Pli 1: 259 LOAD(W) FACT(? 45 0.84% RTOTAL DEMAND KVA 93,20 .00 TOTAL DENIA10 AMPSWH: 259 RECEPTACLES 1St 10 K\ll 0,60 1.00 0.00 .24.8 RECEPTACLES Ol 10KVA(R) 1 0.00 0-5() 0,00 NOTES: INAC EQUIPNIENT (H) 0,00 1.00 , 0.00- 11 UE1340 TAKEN FROW PE,% DENIAW 011iER LAST 12 MINIS. APPLIANCES (A) 0.00 1.00 01100 EQUIPMENT (E) 0,00 _11-00 0.00 CP -131 EVVH-Al EVVf-1-131 120 '120 208 208 '1 73- F- 3 LARGEST MOTOR (1 0,00 1.215 0.00 0.25 5 5,80 5, 80 OTHER (0) D3,20 1.00 93.20 211.0 24.0 66.7 667 SPARE (S) 0.00 1.00 0.00 15 90 90 '100 100 LINKED PANEL (P) III A50VE 17555 #12 #12 42 #'2116 912 #12 118 1 1 1 1 '31411 3/4" 1.1/2" - 1 '1121" 7 THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE -SEPARATED ALWAYS REFER TO TFIE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINtVrE THEIR WORK WITH ALL OTHER TRADES. An _ffQ_UA1P_M61T FEEDER SCHEDULE: EQUIPME11 I DESCRIPTION "DISTANCE SHQVVN FOR VOLTAGE DROP CAL(,UL/vrIQN QNLY. AC "TUAL DISTANC.E MAY VARY DEPENDENT 01'll 1I IN(.:;. --7'-- VOLTS PH NEu-r YIN MO'rQR (LARGEST) ✓ADDi-l-IONAL MOTORS HEAT STRIPS MISC AMPS TOTAL AMPS Pli'lL. . G. 6 - SIZE )ISCONNEC' 'I E5 �RiTER T 'WIRE - PER PHASE _­__ NEUT HIRE ­­ � - -1 - Gill - W I R E - # Q F ----- RUNS CONDUIT SIZE T APPROX� VOLT, DIST. - J DROP'NOTES FT V"b SIZE NENf� TYPE H.P. FLA H.P. FLA KW ANIPS AHIJ-Al 208 3 Y 35,0 35.0 45 7qfo-- 46 910 1 1- 1/4" 30 0 � 4 3 9/6 AMU -A2 208 3 Y 35D 35.0 45 60 46 46 "t 10 1 .1-1/4" 30 0,43% AHUI 208 3 Y 35,0 35.0 45 F 45 60 W h6 #10 1 1.1/41" 30 0.43% AHIU-B1 AFIU-62 208 208 3 3 Y Y 35.0 35,0 36.0 35.0 45 4,5 45 45 60 60 46 46 16 h6 #10 #10 1 1 1-1/4" 1.114" 30 30 0.43% OA 3% CU -A1 208 1 N 24.8 24.6 40 60 46 #10 1 3/4" 45 GU -A2 0" 208 1 24.8 24.8 40 6� 48 #10 .1 31411 45 547%76 21 F1 N 24.8 24A3 40 60 1110 .1 3/4" 45 0.64�/� CU -B2 208 1 N 21L8 42 60 #10 1 31/4" 45 0.84% .24.8 CP -131 EVVH-Al EVVf-1-131 120 '120 208 208 '1 73- F- 3 N N 0.25 5 5,80 5, 80 211.0 24.0 66.7 667 5.8 5.8 66.7 66.7 15 90 90 '100 100 #12 #12 42 #'2116 912 #12 118 1 1 1 1 '31411 3/4" 1.1/2" - 1 '1121" 35 35 :50 50 0.68% 0.68% 0.660/,l 0.06°/v EF Al 120 -1 N"J 0.25 5,80 5.8 15--_ i12 #12 3/41' 55 1.06% EF -A2 - 120 - '11 N 1 80 18- 15 #12 #12 1 3/4" 55 1.06% EF -81 EF -132 '120 '120 1 1 N 0,25 .2 5 0.25 5,80 ---- 5�80 80 5.8 5.8 15 15 #12 #12---#12 #12 1 1 3/4" 3/4" 55 55 1.0600 1.0 - 6% EF -A3 120 1 1,4 1.0 1.0 15 ~rt 912 912 1 3/401 65 0.22% EF -133 120 I N1.0- '1.0 15 12 #12 1 314" 65 0.22% F_ F PANEL FEEDER S(;FIEDULE:'LOAD AMPS AND DISTANCE SHOWN FOR VD CALCULATION ONLY, SEE PANEL SCHEDULE FOR ACTUAL LOAD. ACTUAL rUAL DISTANCE MAY VARY DEPENDENT ON ROUTING. FEEDER VOLTS PH NEVI. 200% -,RND ISO I0AIN LOAD WIRE NELIT ADD OND ISO # CONDUIT APPROX,: VOLT DESCRIPTION NEUT GND SIZE AMPS' SIZE -I SE NEMA PER WIRE NEUT VVIRE OND OF SIZE DIST.' DROP NOTES SOURCE LOAD '01,1 yffil YIN WN PHASE 7 RUNS FT VD% 777VIII TR7 77a IIA SIZE _E 011III W 208 3 Y N y N 300 UT LIT Y 777 l T2 Vo l7 P Tif", LAB 208 3 Y N y N 2-30 11111900 '17 �iLirl v N Y N hill -00 77�� 7WI:�! #31, Nil SHOP 208 3 - - 777777 777775 h 3'Il 111 11 T FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM IS DESIRED PROVIDE FEEDERS AS FOLLOWS: 250A SERVICE - (4)#350, 1 300A SERVICE - (4)#500, (1)#20 3UILDING STEEL VIETAL WATER VIAIN 'OUND RING D GROUND ROD NOTE: REFER TO NEC 250-52 NOTE-- CONNECT ALL EAERGENCY SALLAS1, EhURGENCY SATTMY UNITS AND EXISTS MEAD OF ALL SHTCHING TO LOAD LIGHTING CIRCUIT,, I GROUNDING ELECTRODE 1 E3.0 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 EXIS ['ING 12"L A N ffiII %-Eff N I T ES 3IJOKVA UTILITY TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER, 2. PROVIDE NEW 225A MLO PANEL. 3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY COMPANY FOR EXACT LOCATION OF METER AND ALL M OTHER REQUIREMENTS. PNL M1 300 MCB (D P N L ESHOP0 PANEL 225 225 MLO S e a I IN tk z _A F A?Rit D N N song, ith;SayNasith FL. LIC. ff 66412 To the best of our knowledge, belief and professional judgement, these plans and specifications are in compliance with the applicable building codes. s u b rn i s s i o n s # DATE DESCRIPTION I 2017APRIL 26 SCHEMATIC DESIGN SET drawing info PROJECT # 16126 DRAWN BY: PG SS SCHEODULE 77-1111am= 2 2017 JUNE 02 50% DD SET 3 2017 JUNE 30 BID SET 4 2017 AUG 21 100% CD PERMIT SET 5 12017 NOV 03 PERMIT COMMENTS 7 2018 MARCH 02 VE & GC REVISIONS drawing info PROJECT # 16126 DRAWN BY: PG SS SCHEODULE 77-1111am=