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CT-13-925_Plans HSC TRAILER LOCATION ARCHITECT: PLAN SYNALOVSKI ROMANIK SAYE, LLC.. BARRY UNIVERSITY 1800 ELLER DRIVE, SUITE 500 ' FORT LAUDERDALE, FL 33316 SY _ F ,, x . �f�, � " � � NALOVSKIROMANIKSAYE PHONE: 954.961.6806 Architecture•Planning•Interior Design FAX: 954.961 .6807 1800 Eller Drive,Suite 500 Fort Lauderdale,FL 33316 ENGINEER: T 954.961,6806 , F 954,961.6807 DELTA G CONSULTING ENGINEERS www.synalovsld.com 707 NE 3RD AVENUE, SUITE 200 11300 NE 2ND AVENUE z ' � �' Manuel Synalovski,AA FORT LAUDERDALE, FL 33304 a-4 AR 0011648 PHONE. 954.527.1112 SEAL FAX. 954.524.7505 MIAMI SHORES , FL 33161 e .A \ AREA MAP ...... .. . .:.... . .. ,o� SCALE: N.T.S. DRAWINGINDEX. LICENSE NO. AA26001863 OCCUPANCY CLASSIFICATION ( F.B.0 2010 304) • BUSINESS HSC TRAILER CONSTRUCTION TYPE: • EXISTING CONSTRUCTION TYPE VI (F.B.C.602.2)F.B.C., ARCHITECTURAL AREAOF WORK GENERAL CODE INFORMATION: T -001 COVER SHEET A). F.B.C. -FLORIDA BUILDING CODE,2010 B). F.B.C.-EXISTING BUILDING CODE,2010 AS -101 SITE PLAN C). F.F.P.C. -FLORIDA FIRE PREVENTION CODE NFPA 101, 2010 ace 1. ALL DIMENSIONS ARE TO FACE OF CMU AND/OR FACE OF STUD.VERIFY ALL MASONRY AND ELECTRICAL O, NNl CGURT FRAMED OPENING SIZES TO FIT FINAL DOOR AND WINDOW.PRIOR TO CONSTRUCTION,NOTIFY E-100 ELECTRICAL INDEX NOTES 6AiE PIPE C ARCHITECT IF CONFLICT EXISTS. AND LEGEND �� ` ti ----- cA�E �, J. m 2.2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS. E-101 HSC TRAILER ELECTRICAL PLAN 3a M x 'PO`G -' 0 —�—\. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. T 0 PLUMBING 3. INTERIOR WALL AND CEILING FINISHES COMPLYING WITH NFPA 101 CHAPTER 10.2.3 SHALL BE G ow • CLASS A OR CLASS B IN EXITS AND IN ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITS; P-100 PLUMBING INDEX NOTES J a =.xM,1N AND CLASS A,CLASS B,CLASS C IN OFFICE AREAS. AND LEGEND LU N "CUNC POLE 4. INFERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 10.2.7 SHALL BE CLASS I OR E-101 HSC TRAILER PLUMBING NG PLAN m W _ CLASS II IN CORRIDORS AND EXITS. ar R T 0 FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISHES SHALL COMPLY WITH BOTH F.B.C. a xV z L 3 '- F P d TA[tl E 803.5.AND N.F,P.A.TABLE A.102.2. i L ' - w owuNACE �, 6. CONTRACTOR TO COORDINATE ALL INTERIOR FINISHES-FLOORING, CEILINGS,PAINT,PLASTIC H _ --- LAMINATING,ETC.-COLOR AND STYLE WITH OWNER PRIOR TO FABRICATION AND/OR INSTALLATION. A^ON 7. FL,,'VMABLE AND COMBUSTIBLE MATERIALS,IF USED DURING CONSTRUCTION,SHALL BE X HAitDLED AND STORED IN ACCORDANCE WITH NFPA 30. ice -�-- 1 ■ 1 CONC WALK � I.,y 3 b z V MONSOON H. wri t CODE REQUIREMENT i ASPHALT P� ING ARG Z Q W ' BARRY UNIVERSITY SCALE: N.T.S. "HEALTH & SPORTS CENTER" o' ' �.' "" "'-' (2-STY. C.B.S. GYMNASIUM) Q 317 0 0 0 Z DETAIL XX DETAIL NUMBER w GC REFERENCE xxx SHEET NUMBER LA 0 Q i ♦ ♦ = w m �� ..� W ZZ cn Z 5c�� i O MsrAL a 'o--t�( - -�= THE SCOPE OF THIS PROJECT IS TQLQCATF A D PROVIDE - - --K—x_x� UTILITY CONNECTION FOR ANEW TEMPORARY TRAILER AT ---�'- � M — w 5AN9 Aft'':A 7 BARRY UNIVERSTY• --`� — �"°9R�,�v" SECTION XX DETAIL NUMBER �' = U 1 \ Q •_..-- ::CII P M[NT I C CONC.STF'. 1 ,�,.z S-clw�� I \ REFERENCE xxx SHEET NUMBER REY DATE DESCRIPTION oammla crx o,nucouucwn X . - ELEVATION NUMBER SHEET NUMBER N INTERIOR ELEVATION X xxx X REFERENCE LOCATION MAP N.Y.S. _ X EXTERIOR ELEVATION XX ELEVATION NUMBER REFERENCE xxx SHEET NUMBER ABV Above CEM. Cement DBL. Double EXIST. Existing FURR. Furring INT. Interior OCC. Occupant(s) R.O. Rough Opening TEL. Telephone A/C Air Conditioning CER. Ceramic DEPT. Department EXPO. Exposed FUT. Future JAN. Janitor O.D. Outside Diameter(Dim.) R.W.L. Rain Water Leader TEMP. Tempered KEY NOTE REFERENCE X REFERENCE NUMBER ACCESS. Accessible,Accessibility C.J. Control Joint D.F. Drinking Fountain EXP. Expansion GA. Gauge JT. Joint OFF. Office S. South TER. Terrazzo A.C.T. Acoustical Ceiling Tile C.I. Cast Iron DET. Detail EXT. Exterior GALV. Galvanized LAB. Laboratory OPNG. Opening S.C. Solid Core TAG. Tongue and Groove XXX-. — ROOM NAME ROOM REFERENCE 000 ROOM NUMBER A.D. Area Drain CLF Chain Link Fence DIA. Diameter F.A. Fire Alarm G.B. Grab Bar LAM. Laminate OPP. Opposite SCHED. Schedule T.O. Top of ADJ. Adjustable CLNG. Ceiling DIM. Dimension F.B. Flat Bar GEN. Generator, General LAV. Lavatory PART. Partition S.D. Smoke Detector T.P. Top of Pavement WINDOW REFERENCE WINDOW NUMBER AFF Above Finished Floor CLOS. Closet DISP. Dispenser FBC Florida Building Code GFI Ground Fault Interrupt LKR. Locker P.LAM. Plastic Laminate SECT. Section T.P.D. Toilet Paper Dispenser xx DESIGN � DELIVERABLE: PERMIT SET ALUM. Aluminum CLR. Clear DN. Down F.D. Floor Drain GL. Glass LT. Light PLYWD. Plywood SH. Single Hung TYP. Typical APPROX. Approximate CMU Concrete Masonry Unit D.O. Door Opening FDN. Foundation GND. Ground MANUR Manufacturer, Manufactured PR. Pair SHT. Sheet U.O.N. Unless Otherwise Noted DOOR REFERENCE xxx DOOR NUMBER ISSUE DATE: 04/26/2013 8 ARCH. Architectural C.O. Cased Opening DS. Downspout F.E. Fire Extinguisher GR. Grade MAX. Maximum PRCST. Pre-cast SIM. Similar UR. Urinal 4 COL. Column DWG. Drawing F.E.C. Fire Extinguisher Cabinet GYP. Gypsum MECH. Mechanical PROT. Protective SPEC. S ecification VCT Vinyl Composition Tile REVISION REFERENCE Q-r REVISION NUMBER PROJECT NUMBER: 1050-130318 3 ASPH. Asphalt 9 9 yp p VERT. Vertical DRAWN BY: SH ASSIST. Assistant COMM. Communication E. East F.N.C. Fire Hose Cabinet G.W.B. Gypsum Wallboard MEMB. Membrane PSF Pound Per Square Foot ST. Stainless WALL TYPE REFERENCE ® WALL TYPE ATTEN. Attenuation COMP. Computer EA. Each FIN. Finish H. High MET. Meta! P.T. Pressure Treated ST.STL. Stainless Steel VEST. Vestibule CHECKED BY: MR BD. Board CONC. Concrete E.J. Expansion Joint FIXT Fixture H.B. Hose Bibb MIN. Minimum PTD. Painted S.SK. Service Sink V.I.F. Verify in Field + Copyright(c)by SYNALOVSKI ROMANIK SAYE,LLC All BITUM. Bituminous CONN. Connection EL. Elevation FLR. Floor H.C. Hollow Core M.R. Moisture Resistant R. Riser STD. Standard W/ With ELEVATION MARK - Rights Reserved. SHEET TITLE: BLDG. Buildin ELEC. Electrical FLASH. Flashin HC Handica MUL. Mullion RAD. Radius STL. Steel W.C. Water Closet FURNITURE/ EQUIPMENT g g CONSTR. Construction 9 P BLKG. Blocking CONT. Continuous ELEV. Elevator FLUOR. Fluorescent H.M. Hollow Metal N. North R.D. Roof Drain STOR. Storage WD. Wood REFERENCE XXX COVER SHEET BM. Beam CORR. Corridor EMERG. Emergency F.O.C. Face of Concrete HORIZ. Horizontal N.I.C. Not In Contract REF. Refrigerator STRUCT.St ructural W/O Without g B.O. Bottom Of C.T. Ceramic Tile ENCLOS, Enclosure F.O.F. Face of Finish HR. Hour NO.or# Number REINF. Reinforced SUSP, Suspended WSCT. Wainscot BOT. Bottom CTR. Center EQUIP. Equipment F.O.S. Face of Studs HT. Height NSF Net Square Foot REQ. Required SYM. Symmetrical CAB. Cabinet COST. Custodial E.W.C. Electric Water Cooler FPC Fire Prevention Code I.D. Inside Diameter(Dim.) N.T.S. Not To Scale RESIL. Resilient TRD. Tread C.B. Catch Basin D. Deep E.W.H. Electric Water Heater FT. Foot or Feet INSUL. Insulation O.C. On Center RM. Room T.C. Top of Curb ABBREVIATIONS SYME3®L LEGEND SHEET NUMBER w T-001 HSC TRAILER i LOCATION PLAN ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES, LLC.. BARRY UNIVERSITY t 1800 ELLER DRIVE, SUITE 500 FORT LAUDERDALE, FL 33316 SYNALOV S KI RO&tAN I KSAY E PHONE: 954.961 .6806 HE /-XLTH AND b0on"' PORTS CENTER Architecture•Planning°interior Design FAX: 954.961 .6807 800 Eller Drfve,Suite 500 Fort Lauderdale,FL 33316 ENGINEER: ` T 954.961.6806 TRAILER SITE� PLAN ' F 954,961,6807 DELTA G CONSULTING ENGINEERS www.synalovskt.cam i 707 NE 3RD AVE NUE SUITE 200 11300 NE 2 AVENUE Manuel Syna►,ovski,AA FORT LAUDERDALE, FL 3330411648 SEAL PHONE. 954.527.1112 FAX. 954.524.7505 MIAMI SHORES , F 33161 , AREA MAP q-. •�� SCALE: N.T.S. DRAWING INDEX: LICENSE NO. AA26001863 OCCUPANCY CLASSIFICATION ( F.B.0 2010 304) • BUSINESS HSC TRAILER CONSTRUCTION TYPE: • EXISTING CONSTRUCTION TYPE VI (F.B.C.602.2)F.B.C., ARCHITECTURAL AREA OF WORK GENERAL CODE INFORMATION: A). F.B.C. -FLORIDA BUILDING CODE,2010 Ce T —001 COVER SHEET AS —101 SITE PLAN B). F.B.C.-EXISTING BUILDING CODE,2010 C). F.F.P.C. - FLORIDA FIRE PREVENTION CODE: NFPA 101, 2010 g 1. ALL DIMENSIONS ARE TO FACE OF CMU AND/OR FACE OF STUD.VERIFY ALL MASONRY AND ELECTRICAL % t _ i ,; ECGORT FRAMED OPENING SIZES TO FIT FINAL DOOR AND WINDOW.PRIOR TO CONSTRUCTION,NOTIFY E-100 ELECTRICAL INDEX NOTES E a;« ARCHITECT IF CONFLICT EXISTS. "9 wAT ER'rtPE AND LEGEND , a M ATE 3 2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS. E-101 HSC TRAILER ELECTRICAL PLAN REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. 33 ■c o x i ROLE = I g 3. INTERIOR WALL AND CEILING FINISHES COMPLYING WITH NFPA 101 CHAPTER 10.2.3 SHALL BE G• CLASS A OR CLASS B IN EXITS AND IN ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITS; PLUMBING a a AND CLASS A,CLASS B,CLASS C IN OFFICE AREAS. P-100 PLUMBING INDEX NOTES 9 N aoX"'""�T' "' UJ m g ° AND LEGEND 4. INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 10.2.7 SHALL BE CLASS I OR E-101 HSC TRAILER PLUMBING PLAN m ° N� �� W G g CLASS II IN CORRIDORS AND EXITS. g Z s o Via. • 5. FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISHES SHALL COMPLY WITH BOTH F.B.C. x ' �r $ a my € . • d ciP UJ 0.4c WAI K TABLE 803,5,AND N.F.P,A.TABLE A.10.2.2. r. 6. CONTRACTOR TO COORDINATE ALL INTERIOR FINISHES•FLOORING, CEILINGS,PAINT,PLASTIC - - LAMINATING,ETC.-COLOR AND STYLE WITH OWNER PRIOR TO FABRICATION AND/OR O.95• gUpG� SAN .,F7 Co INSTALLATION. S'ATION LIE o uEiSR B0E° U/ tj l�J� z o a E _ 7. FLAMMABLE AND COMBUSTIBLE MATERIALS,IF USED DURING CONSTRUCTION,SHALL BE 4 HANDLED AND STORED IN ACCORDANCE WITH NFPA 30. CONC 'WALK o u *"'A n. �C Z a � ASPHALT PING ARLA BARRY UNIVERSITY CODE REQUIREMENT SCALE: N.T.S. > "HCAJH & SPORTS CENTER � f .rr . rrrr ; � (2—STY. C.B.S. GYMNASIUM U i 23 XX DETAIL NUMBER O DETAIL UJ 1 1 W W p� 35 1 /i, i REFERENCE xxx SHEET NUMBER V) 0 Q Z Vl aeaoaf 1 ' 1 THE SCOPE OF THIS PROJECT IS TO LOCATE AND PROVIDE "E x1 rr LU UTILITY CONNECTION FOR A NEW TRAILER AT BARRY !.............. E:::-Ui x� "°xREA - V UNIVERSTY. `" SECTION X DETAIL NUMBER iMET REFERENCE xxx SHEET NUMBER H,TF REV DATE DESCRIPTION X -•---- ELEVATION NUMBER SHEET NUMBER N INTERIOR ELEVATION X xxx X LO CATION 1 V lAP N.T.S, REFERENCE X EXTERIOR ELEVATION XX ELEVATION NUMBER REFERENCE xxx SHEET NUMBER ABV Above CEM. Cement DBL. Double EXIST. Existing FURR. Furring INT. Interior OCC. Occupant(s) R.O. Rough Opening TEL. Telephone A/C Air Conditioning CER. Ceramic DEPT. Department EXPO. Exposed FUT. Future JAN. Janitor O.D. Outside Diameter(Dim.) R.W.L. Rain Water Leader TEMP. Tempered KEY NOTE REFERENCE G) REFERENCE NUMBER ACCESS. Accessible,Accessibility C.J. Control Joint D.F. Drinking Fountain EXP. Expansion GA. Gauge JT. Joint OFF. Office S. South TER. Terrazzo A.C.T. Acoustical Ceiling ile C.I. Cast Iron DET. Detail EXT. Exterior GALV. Galvanized LAB. Laboratory OPNG. Opening S.C. Solid Core T.&G. Tongue and,Groove XXX -.--- ROOM NAME g ROOM REFERENCE ROOM NUMBER A.D. Area Drain CLF Chain Link Fence DIA. Diameter F.A. Fire Alarms G.B. Grab Bar LAM. Laminate OPP. Opposite SCHED. Schedule T.O. Top of ADJ. Adjustable CLNG. Ceiling DIM. Dimension F.B. Flat Bar GEN. Generator, General LAV. Lavatory PART. Partition S.D. Smoke Detector T.P. Top of Pavement DIM. Dispenser io FBC Florida Building Code GFI Ground Fault Interrupt LKR. Locker P.LAM. Plastic Laminate SECT. Section T.P.D. Toilet Paper Dispenser WINDOW REFERENCE 0"— WINDOW NUMBER DESIGN AFF Above Finished Floor CLOS. Closet DELIVERABLE: PERMIT SET ALUM. Aluminum CLR. Clear DN. Down F.D. Floor Drain GL. Glass LT. Light PLYWD. Plywood SH. Single Hung U.O. Typical t Masonry Unit D.O. Door Opening FDN. Foundation GND. Ground MANUF. Manufacturer, Manufactured PR. Pair SHT. Sheet U.O.N. Unless Otherwise Noted DOOR REFERENCE xxx DOOR NUMBER � ISSUE DATE: 04/26/2013 APPROX. Approximate CMU Concrete s ry ARCH. Architectural C.O. Cased Opening DS. Downspout F.E. Fire Extinguisher GR. Grade MAX. Maximum PRCST. Pre-cast SIM., Similar UR. Urinal Fire Extinguisher Cabinet GYP. Gypsum MECH. Mechanical PROT. Protective SPEC. Specification VCT Vinyl Composition Tile REVISION REFERENCE Q-�- - REVISION NUMBER PROJECT NUMBER: 1050-130318 ASPH. Asphalt COL. Column DWG. Drawing F.E C g G yp MEMB. Membrane PSF Pound Per Square Foot ST, Stainless VERT. Vertical DRAWN BY: SH ASSIST. Assistant E. East F.N.C. Fire Hose Cabinet G.W.B. Gypsum Wallboard q COMM. Communication � WALL TYPE REFERENCE XX -� WALL TYPE � ATTEN. Attenuation COMP. Computer EA. Each FIN. Finish H. High MET. Metal P.T. Pressure Treated ST.STL. Stainless Steel VEST. Vestibule O� CHECKED BY: MR 1313. MIN. Minimum PTD. Painted S.SK. Service Sink V.I.F. Verify in Field, Board CONC. Concrete E.J. Expansion Joint FIXT Fixture H.B. Hose Bibb Copyright(c)by MANUEL SYNALOVSKI ASSOCIATES,u.c BITUM. Bituminous EL. Elevation FLR. Floor H.C. Hollow Core M.R. Moisture Resistant R. Riser STD. Standard W/ With ELEVATION MARK — All Rights Reserved. CONN. Connection sHEErrmE: ELEC. Electrical FLASH. Flashing HC Handicap MUL. Mullion RAD. Radius STL. Steel W.C. Water Closet FURNITURE/EQUIPMENT � BLDG. Building CONSTR. Construction WD. Wood REFERENCE XXX COVER SHEET BLKG. Blocking CONT. Continuous ELEV. Elevator FLUOR. Fluorescent H.M. Hollow Metal N. North R.D. Roof Drain STOR. Storage N N.I.C. Not In Contract REF. Refrigerator STRUCT. Structural W/O Without BM. Beam CORR. Corridor EMERG. Emergency F.O.C. Face of Concrete HORIZ. Horizontal 9 12 Bottom Of ENCLOS. Enclosure F.O.F. Face of Finish HR. Hour NO.or# Number REINF. Reinforced SUSP. Suspended WSCT. Wainscot � B.O. C.T. Ceramic Tile 42 Square NSF Net S Foot REQ. Re r 0 BOT, Bottom CTR. Center EQUIP. Equipment F.O.S. Face of Studs HT. Height q Required SYM. Symmetrical CAB. Cabinet OUST. Custodial E.W.C. Electric Water Cooler FPC Fire Prevention Code I.D. Inside Diameter(Dim.) N.T.S. Not To Scale RESIL. Resilient TRD. Tread C.B. Catch Basin D. Deep E.W.H. Electric Water Heater FT. Foot or Feet INSUL. Insulation O.C. On Center RM. Room T.C. Top of Curb 1 ABBREVIATIONS LEGEND SHEET NUMBER T=O u" 1 w JO 1 1/2"DIA. 4m EGRESS METAL GUARDRAIL GUARDRAIL -0" 1 1/2"DIA. METAL 1' 5'-5"x 5'-5" LANDING — -® TRAVEL DISTANCE — HANDRAIL 1/2, GUARDRAIL AREA OF REFUGE HANDRAIL HANDRAIL 1'-0" EXTENSION G.P COMMON PATH BRAILLE AT TOP AND SIGN. 1'-6"RAIL EXTENSION BOTTOM OF AT TOP AND BOTT M RAILING PATTERN STAIRS(TYP.) EXIT LIGHT FIXTURE-WALL MOUNTED Y 1"x2" BAR(TYP,) W ILL NOT ALLOW A 4" WHITE AREA LETTERS SPHERE TO PASS SYNALOVSKIROMANIKSAYE EXIT LIGHT FIXTURE-WALL MOUNTED(DARKENED AREA ON BLUE THROUGH IT. ®i INDICATES FACE,ARROW INDICATES DIRECTION OF EGRESS) FIELD Architecture•Punning•Inferior Design GUARDRAIL M AREA OF RESCUE SIGN O ---1 HANDRAIL' " " Fo�lauderr e,Suite 06 1 1/2" DIA, GALV. MTL. 1-0 11 CONSTRUCTION TYPE: VI _ 1-0" POSTS AT 4'-0"O.C. J `-� T 954.961.6806 10 M F,954.961,6807 EXISTING OCCUPANCY: BUSINESS (MAXIMUM) 4 0 'y 0 4 AREA OF Cl) M M OCCUPANT LOAD: 2016 SQ.FT 1 100 GR02S =20.16 rvwwsynalwskl•com REFUGE 314" DIA. GALV. METAL C OCCUPANTS: 21 3/4" DIA. PICKET. BRAILLE PICKET. RAILING s REQUIRED TRAVEL DISTANCE LIMIT(WITH OUT SPRINKLER): 200'-0" SIGN WITH RAILING PATTERN Manuel 5yndlovski,ALA " DIRECTIONAL WILL NOT ALLOW A 4" %LLOW PATTERN WILL A 4" SPHERE TOO ENCLOSE 9 PROVIDED TRAVEL DISTANCE: 152'-2* AREA OF VV SPHERE TO PASS SEAL REFUGE ARROW. PASS THROUGH IT. RISERS SEAL THROUGH IT. NUMBER OF EXITS REQUIRED: 1 NUMBER OF EXIT PROVIDED: WHITE LETTERS 2" EDGE PROTECTION COMMON PATH OF TRAVEL REQUIRED: 100'-0" ON BLUE COMMON PATH OF TRAVEL PROVIDED: 71'-9" O FIELD RAMP eA IN A LEGEND � AREA OF REFUGE SIGN 5 TYPICAL RAMP/ HANDRAIL DTL 4 TYPICAL RAMP EXTENSION DETAIL 3 TYPICAL STAIR Ff'AN RAIL DT (.7 < LICENSE NO. M26WI863 j 7 SCALE: 1"= V-0" SCALE: 1 1/2"= V-0" SCALE: 1" = V-0" SCALE: 1"= V-0" L_J x x x x x x x x x x x x x x x x x x x x x ' x x / x x. x j EXISTING / FENCING TO REMAIN. XF El 1 / _..._.__ WATER EXISTING ASPHALT CONNECTION REFER TO � SURFACE TO REMAIN PLUMBING PLANS I x O '� x ® �- x I B 4'•7" 5'-5" I 18'-0" 5'-5" 18'-0" 1 % �{ �( <<; / w w LLw x x PROVIDE SIGN _ INDICATING AREA �� 'D4 x REFUGE / >� 9 �„ x 42" GUARDRAIL ice W 1 � z Q IA AREA OF REFUGE Ce Q x -`-_ 30"x48" REQUIRED REQ. HANDRAIL ; ti o 009 z C� w Z U_ +�- ! 42" GUARDRAIL EXTENSION TOP THE FOLLOWING LIFE SAFETY FEATURES 0 V x "� 36" HANDRAIL _ AND BOTTOM OF A L BE PR y D � W oG I L _ 36" HANDRAIL MI RAMP (NP,) F9 CUPANC W X r-L/ // Z = m MAX SLOPE MAX SLOPE i " t+�0'-0" l W O N I- x =7 v c +0=0 1:12 _ _. _ _ _ _ ._ _ _ `r ±0'-0 w O � I? - - - - - - - - _ - - - M x o 1 " +3,_ „ c +0'-0" ALUMINUM RAMP i_ MIN• 36 HANDRAIL _ I I ;, — / — REV DATE DESCRIPTION AND � ACCESSIBLE CD 42" GUARDRAIL 06-05-2013 PER DERM&BLDO.DEPT.COMMENTS X I LANDING BY TO / EGRESS z 0&25-2013 PER DERM&BLDG.DEPT.COMMENTS BE PROVIDED ROUTE 1 9 07.17-2013 PER DERM&BLDG.DEPT.COMMENTS x OTHERS. B CB 1 j PROVIDE SIGN +3'-0" ALUMINUM STAIR % PROPOSED 1 L SS SCE _ �� INDICATING AREA •�� AND LANDING TO -0" REFUGE EXIT _ BE PROVIDED BY % ;�, LOCATION ( B x 1 ! OTHERS } e t r 2 IN HSC 31, �q� -0" x ( �� OFFICES I RIi bars, oaii'a's -a'rii'�5 r w _ 214" 91-1 t" / , . T•; ' � 4 � 2 / I AS-1 1 X I n^ . g .O 4 M 1 I X X x x x x X—x-__ DESIGN x DELIVERABLE: PERMIT SET i 1 k�k A ISSUE DATE: 04/26/2013 1 ! +3 0" 80-8" 56'-0" ELECTRICAL PANELS j/ GENERAL NOTES - � �-- �+ /� PROJECT NUMBER: 1050-130318 _. __ REFER TO i / �� DRAWN BY: MO Cp.99-8 B ELECTRICAL 1.TRAILER: 36'X56'PRE-MANUFACTURED AS MANUFACTURED + „ PLANS BY MODSPACE. CHECKED BY: MR 10 1 / + x E ' ' 2. STAIR/RAMP/LANDING: PRE-MANUFACTURED AS \ Copyright(c)by SYNALOVSKI ROMANIK SAYE,LLC All ,"2� "? ,"'� / i MANUFACTURED BY MODSPACE. + Rights Reserved. 01 j EMERGENCY LIGHTS AT STAIRS +3'-0" +0'-0"`' i \ SHEET TITLE: x PRE MANUFACTURE — $_— i 9 TRAILER. LAYOUT PER AND RAMP - LITHER TO - - _ ' 3.RAMP AND STAIR HANDRAIL EXTENSIONS SHALL COMPLY SITE x " MANUFACTURE WLTU-MR MODEL . REFER TO 6'-0" i WITH FBC, CHAPTER 11, LATEST EDITION AND NFPA 2010. \+ SITE PLAN 8 9 ATTACHED SPECIFICATIONS p b FOR ADDITIONAL DETAILS(TYP.) 4. PROTECT SURROUND AREA FROM DAMAGE DURING \+ p Et FLOOR PLAN s x� 56'-0" 31'-0" / TRAILER. REPAIR ANY � INSTALLATION OF PRE-MANUFACTURED REQ. HANDRAIL x DAMAGED AREA AS REQUIRED TO RESTORE TO ORIGINAL +\ x ALUMINUM STAIR AND EXTENSION TOP +0'-0" CONDITION. LANDING TO BE AND BOTTOM OF — x x x x x PROVIDED BY OTHERS STAIRS(TYP.) x +\ HSC TRAILER FLOOR PLAN HSC TRAILER SITE PLAN SHEET NUMBER: 9 2 SCALE: 118"= 1'-0" SCALE: 1/32"= 1'-0" ASM101 4 3 2 w EGRESS GENERALNOTES rp" - TRAVEL DISTANCE 1.TRAILER: 36'X56' PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. 2. STAIR/RAMP/LANDING: PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. ® COMMON PATH 3.RAMP AND STAIR HANDRAIL EXTENSIONS SHALL COMPLY WITH FBC, CHAPTER 11, LATEST EDITION AND NFPA 2010. SYNALOVS KI ROMAN I KSAYE Architecture-Planning-Inferior Design CONSTRUCTION TYPE: A 4. PROTECT SURROUND AREA FROM DAMAGE DURING INSTALLATION OF PRE-(MANUFACTURED EXISTING OCCUPANCY: BUSINESS TRAILER. REPAIR ANY DAMAGED AREA AS REQUIRED TO RESTORE TO ORIGINAL CONDITION. 1800 Eller Drive,Suite 500 REQUIRED TRAVEL DISTANCE LIMIT(WITH OUT SPRINKLER): 200'-0' Fort Lauderdale,FIL 33316 PROVIDED TRAVEL DISTANCE: 84'-7" T 954.961.6806 NUMBER OF EXIT PROVIDED: 3 ® F 954.961,6807 x www.synalovski.com / x C �— Manuel Synalovski,AIA AR \ ■ X 0011648 SEAL . X O ■ I x / x x X x X x x X x x x X x x X x x x x x x x X- / x. \ x LICENSE N0. AA26001863 EXISTING FENCING TO REMAIN. Oil A WATER p � CONNECTION REFER TO o 3 ICJ PLUMBING PLANS E:1 o om x x x 0 x / EXISTING ASPHALT x SURFACE TO REMAIN x x / \ a: X UJI ti x -� x 4'-7" 5'-5" 15'-11" — i6'•1" 1't0" 21'-7" 9'-11" /01 10 —10 " REQ. HANDRAIL x EXTENSION TOP ��'`�. W AND BOTTOM OF - x - i x 2 w \ � u i RAMP(TYP.) � � 0 W --- ----- MA�S� — --- MAX SCO - if�E---- - �0 0 �+3�__ 1 2 1 12 �±0 / x - -------=----------- Z 17AACCESSIBLE UJI O W ` ---- -------------- --- >> - -- -=__--- _ W U X ° � M N� \+3' � ��-0" � ALUMINUM RAMP ,.�' �'� ROUTE i � � � Q AND i W = °� LANDING BY TO x '� E - - !� PROPOSED RAILER L S T S CE T p Z �' < BE PROVIDED � %� � r x ^� OTHERS. :% /' LOCATION S C �IASI M 0 - - - - - - - - - - BL t� = lJj ALUMINUM STAIR x AND LANDING TO / _ 31'-6" ' --- DATE DESCRIPTION BE PROVIDED BY / \\\ A, 06-05-2013 PER DERM&BLDG.DEPT,COMMENTS X OTHERS \ / / x 06-25-2013 PER DERM&BLDG.DEPT.COMMENTS HSC x OFFICES c� M -- - • AS-10 w: � } x - 1 x I r_- o- 1 \ 1- - - - - - - - - - x q M x x x X—x max_ x --— C.P°13'-10' —..----r��-- -- - -- - -- ........... x k� x k a X F=9 X ELECTRICAL / \� x V PANELS \ DESIGN 1'-6"CLEAR REFER TO +\ DELIVERABLE: PERMIT SET L-PL x -,�-,�- ELECTRICAL i PLANS \ \ A ISSUE DATE: 04/26/2013 \ +\ EMERGENCY LIGHTS AT STAIRS - +3'-0" MIN. ±0'-0" "' — / +\ x �-- � PROJECT NUMBER: 1050-130318 PRE MANUFACTURE AND RAMP-LITHONIAN i\ #� I TRAILER. LAYOUT PER WLTU-MR MODEL .REFER TO \ x " MANUFACTURE ATTACHED SPECIFICATIONS f CHECKED BY: MR 8 9 F R ADDITIONAL DETAILS(TYP.) 2 +3'-0" / � � Copyright(c)by SYNALOVSKI ROMANIK SAYE,LLC Al x 56'-0 31'-6" ----- -''' Reserved. REQ. HANDRAIL x sHET X ALUMINUM STAIR AND EXTENSION TOP +0 0^ j � � �� \� SITE PLAN LANDING TO BE AND BOTTOM OF �T'- x 14 --�-x x X PROVIDED BY OTHERS STAIRS(TYP.) 2 x x x x—_x---_ O \ ft FLOOR PLAN x 2 HSC TRAILER FLOOR PLAN HSC TRAILER SITE PLAN SHEET NUMBER' SCALE: 1/8"= V-0" SCALE: 1132"= V-0" AS= 101 W 4 3 2 1 �� J° GENERAL NOTES 1.TRAILER: 36'X56' PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. 2. STAIR/RAMP/LANDING: PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. Q 1 3.RAMP AND STAIR HANDRAIL EXTENSIONS SHALL COMPLY WITH FBC, CHAPTER 11, L,4TEST EDITION SYNALOVSKIROMANIKSAYE AND NFPA 2010. Architecture•Planning•Interior Design 4. PROTECT SURROUND AREA FROM DAMAGE DURING INSTALLATION OF PRE-MANUFACTURED TRAILER. REPAIR ANY DAMAGED AREA AS REQUIRED TO RESTORE TO ORIGINAL CONDITION. 1800 Eller Drive,Suite 500 Fort Lauderdale,FL 33316 T 954,961.6806 ® F 954,961.6807 / X www.synalovski.com C x ® Manuel Synalayski,AIA AR 0011628 % I x SEAL x 0 Q v r X x _ X x x x x x x X x x x x � X x X X X . XT- x x x x x � / x LICENSE NO. AA26001863 i EXISTING FENCING TO REMAIN. oil Ii i 1 El WATER ACCESSIBLE O CONNECTION REFER TO EGRESS ROUTE ° U' PLUMBING PLANS TO PUBLIC WAY J< tA % EXISTING ASPHALT Uw x SURFACE TO REMAIN x N x ' B j x I / W W x 4-7 5-5 " " 16-0" 5'-5" 21'-7" 9'•11' I / .... 00 10 .....vv.... ... REQ. HANDRAIL ; x EXTENSION TOP w 1 1 AND BOTTOM OF � Z Q x _ RAMP (TYP.) +0'-p" " MAX SLOPE MAX SLOPE ' I_MIN. 1 a O Z t0-0 O U_ � x � — 1:12 1:12 — ACCESSIBLE Z - - - - - - - - - - - - - „-� ...------------------ -..._........__ _ - EGRESS i O LA x c 1'-0" ( +g� I . -- ±p'_p^ ALUMINUM RAMP '/ O ROUTE w HSC i , N 0 W AND pap MIN. - �- ,.�J III I ;' BUILDING 1 ■ 1 Z N LANDING BY TO ' PROPOSED 1 L S S CE 1 ■ 1 fiJ o w X E - 1 i.i.i BE PROVIDED / TRAILER _ t M X OTHERS. � / LOCATION - - - - - - - - - - - � S GY N SI B,tj U - ALUMINUM STAIR - - - - - - X AND LANDING TO I / _ 31$ REV DATE DESCRIPTION 1Q Q BE PROVIDED BY j" / - °'�"" X OTHERS HSC / I OFFICES 4 I I 2 / I AS-10 x i f X x 5611 31'1 CL x ° I / / x M vvv ELECTRICAL I / \+ � X +3' 0" PANELS i -{- I �p,,1� •� DESIGN REFER TO \ r e�,lA� � � DELIVERABLE: PERMIT SET " x 1 6 CL EELFWF-91CAL I +� ��— , 1� A ISSUE DATE: 04/26/2013 +\ x PRE MANUFACTURE EMERGENCY E MIN `� + PROJECT NUMBER: 1050-130318 TRAILER. LAYOUT PER LIGHTS AT MANUFACTURE STAIRS AND I + DRAWN BY: MO RAMP (TYP.) �� x " i \{ CHECKED BY: MR 8-9 �;- i — Copyright(c)by SYNALOVSKI ROMANIK SAYE,LLC All cn x 56'-0" 31'-6" � � � \ Rights Reserved. 3 I REQ. HANDRAIL ACCESSIBLE — X �.v�. SHEET TITLE 9 x ALUMINUM STAIR AND EXTENSION TOP D BOTTOM OF EGRESS ROUTE _ _ _ - - - +p�-p" SITE PLAN LANDING TO BE � _ _ _ ,�c U x �--X X X X X X____ PROVIDED BY OTHERS STAIRS(TYP.) Q - 1 . Et FLOOR PLAN � X�'X�----_X__,__ x X � tXi u m j HSC TRAILER FLOOR PLAN HSC TRAILER SITE PLAN SHEET NUMBER: 2 SCALE: 1/8"= V-0" SCALE: 1132"= 1'-0" w ASM101 4 3 2 1 VIL) � r) GENERALNOTES 1.TRAILER: 36'X56' PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. 2. STAIR/RAMP/LANDING: PRE-MANUFACTURED AS MANUFACTURED BY MODSPACE. 3. PROTECT SURROUND AREA FROM DAMAGE DURING INSTALLATION OF PRE-MANUFACTURED TRAILER. REPAIR ANY DAMAGED AREA AS REQUIRED TO RESTORE TO ORIGINAL CONDITION. SYNALOVSKIROMANIKSAYE Architecture»Planning»Interior Design 1800 Eller Drive,Suite 500 Fort Lauderdale,FL 33316 T 954,961,6806 ® X F 954,961.6807 X x www.synalovskl.com x C / Manuel Synalovski,AIA j I AR 0011648 SEAL _:. 0 x X x X x x X x X x x x x x x x X x X x X / x LICENSE NO. AA26001863 EXISTING ` ❑ _ _.._. FENCING TO REMAIN. I O I O x WATER , CONNECTION REFER I �"' "LJ(" TO PLUMBING PLANS �--� xC LLj wil 1 x { X pQPO `Dd F U EXISTING ASPHALT / 0 SURFACE TO REMAIN. ow x » 5, » » » 41-7- 1 -5 151-00 -5 151-01 3-0 I 21-7 9 11 x x w / F- x •I w --.- MAX SLOPE MAX SLOPE / 0 x 1.12 1:12 U- � O y LLJ x o ALUMINUM RAMP / N yj Q 1,-0» AND m : wz LANDING BY TO x MIN. PROPOSED - 31'6" L S S E Z �_ -0 - BE PROVIDED TRAILER o Z w X OTHERS. i' ;'� LOCATION S GYf�ANA I �? J i- - - - - - - - - - B #2 U ALUMINUM STAIR x AND LANDING TO x REV DATE DESCRIPTION BE PROVIDED BY x OTHERS I x 4 EA x I X — Q —� J X x x X X X_ x X --X__x___ -__ k x \kA- x ® dV — / x x _ 8' `C'-0" 31'-6" x X \�\ x + o ELECTRICAL X DESIGN X PANELS 2'-0"CLEAR REFER TO x \+ DELIVERABLE: PERMIT SET x ELECTRICAL I � PLANS I x � A ISSUE DATE: 04/26/2013 x I I i x F4 + PRE MANUFACTURE j x \+ PROJECT NUMBER: 1050-130318 x TRAILER. LAYOUT PER L x + DRAWN BY: MO MANUFACTURE � x 56'-0" 31'-6" + CHECKED BY: MR Copyright(c)by MANUEL SYNALOVSKI ASSOCIATES,LLC a X X ~ x x I -„.,,,,»,r»,,. \ All Rights Resew x ALUMINUM STAIR AND x APPROVED By .�° � � sHEETTi1�E: LANDING TO BE x X MIi�M1-} ► �li��v'i`f FIE i �t` •1�te�� \� SITE PLAN -x x x x x x x X X PROVIDED BY OTHERS a x �cF s?;E.�►TE \ Et FLOOR PLAN X—x LF7'•. I.. F_ --- wnt ER MA:N EnrL ID kTF SHEET NUMBER: W HSC TRAILER FLOOR PLAN HSC TRAILER SITE PLAN SCALE: 1/8”= 1'-0" SCALE: 1/32"= 1'-0" 1 ASm 10- 4 3 7 1 C2 fr GENERAL ELECTRICAL NOTES ELECTRICAL SYMBOL LEGEND ELECTRICAL INDEX --- - - DRAWING E-100 ELECTRICAL INDEX NOTES AND L-EGE D- N .-- -- -- - - -X SYMBOL DESCRIPTION 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE - - ---- -- - -- -- --- ---- - - -- LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), LIGHTING (REFER TO LIGHTING FIXTURE SCHEDULE) 2 E-101 HSC TRAILER ELECTRICAL PLAN AND THE LATEST EDITIONS of ALL LOCAL CODES, RULES AND - FIXTURE DESIGNATION. - - - -- --- - -- ORDINANCES HAVING JURISDICTION. 3 E-102 FACILITY TRAILER ELECTRICAL PLAN 2. AS A MINIMUM, ALL EQUIPMENT SHALL MEET APPLICABLE LIGHTING FIXTURE, RECESSED MOUNTED -----?--------- - - --- --- ---- --------- --------- _..--- - - - STANDARDS, FOR TYPE OF EQUIPMENT AND INTENDED USE, OF THE FOLLOWING: EXIT LIGHT FIXTURE. DIRECTION ARROWS AS SHOWN T a. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), b. ILLUMINATING ENGINEERS SOCIETY (IES). 0 1 X 4 FLUORESCENT LIGHT FIXTURE c. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). SYNALOVSKI RO\1 AN I I,SAYE d. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA). $ TOGGLE SWITCH 120/277V. 20 AMP. ,(M.H. = 48" A.F.F.) Architec ture Planning fntcriorDes4n NOTE: THESE STANDARDS ARE SUBORDINATE TO CODES AND STANDARDS SET BY U.L. $3 TOGGLE SWITCH 120/277V. 20 AMP. ,(M.H. = 48" A.F.F.) , 3-WAY W��p N�p R01 pp pp nn�� N�p 1800 Eller Drtye,Suitt 500 ALL ELECTRICAL EQUIPMENT, DEVICES, WIRE, ETC., SHALL BE LISTED, FOR INTENDED ��0P DRAWING wEQvIREuvU�uvTS Fort LAUderdek,R 33316 USE, WITH UNDERWRITER'S LABORATORIES INC. (U.L.), WHERE STANDARDS HAVE BEEN $0 DIMMER SWITCH 120/277V. 20 AMP., (M.H.=48" A.F.F.) ESTABLISHED BY U.L. 1. CONTRACTOR SHALL SUBMIT 6 COPIES COMPLETED SHOP DRAWINGS, TOGETHER AT ONE TIME AND MUST 3a (1500 WATTS UNLESS OTHERWISE INDICATED) T954.961.6806 3. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL F954.961.6807 BE BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS THREE-WAY DIMMER SWITCH (48" A.F.F.) COME THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE TO PROCEED. WORKMANLIKE MANNER. SAID CONTRACTOR SHALL MEET ALL $a SINGLE POLE SWITCH (48" A.F.F.) (SUBSCRIPT INDICATES 2, ALL SUBMITTALS MUST CLEARLY INDICATE EXACTLY WHICH ITEMS ARE BEING PROPOSED FOR USE. IF NOT, www.synabvsM.com REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND ITEM CONTROLLED) THE SUBMITTAL SHALL CL REJECTED. GOVERNING AUTHORITIES. C 4. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE $M SINGLE PHASE MANUAL MOTOR STARTER 3. SUBSTITUTIONS SHALL BE LIMITED TO ONE OF THE ALTERNATES LISTED IN THE CONSTRUCTION DOCUMENTS. Wnuel Synalaa,AA FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY PRODUCTS CONSIDERED TO BE EQUAL SHALL BE REVIEWED AND ACCEPTED BY THE ENGINEER, ARCHITECT DAMAGE FOR THE DURATION OF THE WORK. WALL MOUNTED - OCCUPANCY SENSOR SWITCH,(M.H.=48 MFGR./MODEL# SENSOR SWITCH/#WSD-PDT "A.F.F.) AND OWNER (10) DAYS PRIOR TO BID DATE. AR 0011628 5. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND 4. THE CONTRACTOR ASSUMES ALL DESIGN RESPONSIBILITY AND ALL FINANCIAL RISKS FOR PROCEEDING SEAL WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT Q CEILING MOUNTED OCCUPANCY SENSOR - LIGHTING CIRCUIT CONTROLLER. PRIOR TO SHOP DRAWINGS PROCESSING, AND ON ANY ITEM OR WORK THAT IS AT VARIANCE TO THE LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, U.O.N.. MFGR./MODEL# SENSOR SWITCH/#CM-PDT-9 CONSTRUCTION DOCUMENTS. PP R PACK ACK 6. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECI- PO 5. SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWICE. A THIRD FICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. OCCUPANCY SENSOR NOTE SUBMITTAL ON AN ITEM MUST BE ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR OR IT THE CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL SHALL BE REJECTED. ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE CONTRACTOR SHALL PROVIDE ALL SWITCHPACKS AND CONDUCTORS AS ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED REQUIRED FOR LAYOUTS AND CONTROLS SHOWN ON PLANS. 6. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO INSTALLATION MAY NOT BE ACCEPTED. IF ACCEPTED IT MUST BE LEGIBLE, ACCURATE AND ACCOMPANIED IN PROPER WORKING ORDER. BY A PURCHASE ORDER ORDER FROM THE CONTRACTOR. THE REVISION SHALL BE CHARGED TO THE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CONTRACTOR AND DELIVERED TO HIM ON A C.O.D. BASIS. ORIGINAL CONDITIONS, ANY AND ALL DAMAGES TO BUILDING AND INSTALL A COMPLETE AND FULLY FUNCTIONAL LIGHTING CONTROL SURFACES, EQUIPMENT, ETC. CAUSED DURING THE PERFORMANCE SYSTEM IN ACCORDANCE WITH THE PLANS, DETAILS, INTENT OF THE 7. SUBSTITUTIONS FROM THE BASE DESIGN OR VARIATIONS TO THE PERMITTED CONTRACT DOCUMENTS OF WORK. DESIGN AND SPECIFICATIONS SHOWN ON THESE PLANS. WHETHER RESULTING FROM PROCESSED SHOP DRAWINGS OR NOT, THAT RESULT IN REQUIREMENTS 'N LICENSE NO. AA26001863 LETTERS OF AUTHORIZATION AND/OR PERMIT CONTRACT DOCUMENT CHANGES MANDATED BY THE 8. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT AUTHORITY HAVING JURISDICTION WILL NOT BE MADE BY THIS OFFICE UNLESS ACCOMPANIED BY A ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACE- PURCHASE ORDER FROM THE CONTRACTOR, AND RELEASED ON A C.O.D. BASIS. MENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION BASIC MATERIALS WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL DUPLEX RECEPTACLE, 20 AMP., 125V,, (M.H.=18"A.F.F.) CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN OR ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE 20 AMP., NOTED ON THE DRAWINGS, PRIOR TO SUBMITTING BID. 125V., WITH APPROPRIATE FLANGE. 10. THE CONTRACTOR SHALL NOT SCALE THE ELECTRICAL DRAWINGS, ((1 DUPLEX RECEPTACLE, 20 AMP., 125V., TOP HALF SWITCHED, REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT w M.H. = 18" A.F.F. UNLESS OTHERWISE NOTED LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. rn DUPLEX RECEPTACLE, 20 AMP., 125V., ISOLATED GROUND 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND SURGE PROTECTED, (M.H.=18"A.F.F.) TO PROVIDE ALL LABOR, MATERIALS AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE PLANS. SINGLE RECEPTACLE, 20 AMP., 125V., COORDINATE M.H. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR WITH EQUIPMENT. FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS, AS TO NOT SIMPLEX RECEPTACLE (16" A.F.F.) (EWC DENOTES ELECTRIC INTEFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN EWC(n WATER COOLER. COORDINATE WITH EWC INSTALLER FOR ANY DOWN OR LAG TIME. THE CONTRACTOR SHALL NOT ORDER MOUNTING HEIGHT) ANY ITEMS UNTIL APPROVED SHOP DRAWINGS ARE RETURNED TO HIM. TWO DUPLEX RECEPTACLES WITH COMMON COVER 20A., 13, THE CONTRACTOR SHALL KEEP ALL AREAS WHERE WORK IS BEING 125V.,(18" A.F.F.) PERFORMED FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SPECIAL PURPOSE OUTLET e.g. RANGE OUTLET, COORD. W/ SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. EQUIPT. 14, ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN EXCEPT DUPLEX RECEPTACLE, 20 AMP., 125V,, MOUNT ABOVE COUNTER WHERE OTHERWISE REQUIRED BY U.L. OR CODES, MINIMUM ©42"AFF. WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. GFCI DUPLEX RECEPTACLE, 20 AMP., 125V., (M.H.=18"A.F.F.) 15. ALUMINUM CONDUCTORS ARE NOT PERMITTED ANYWHERE. nn GFCI DUPLEX RECEPTACLE, 20 AMP., 125V., MTD. ABOVE 16. ALL CONDUCTORS SHALL BE IN 3 4" MIN. CONDUITS. ALL CONDUITS SHALL COUNTER (VERIFY HEGHT) BE GALVANIZED RIGID STEEL (GRS EXCEPT THAT: (a) PVC CONDUITS 1 ■ 1 MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE CEILING OUTLET BOX AND DUPLEX RECEPTACLE 20 AMP., `� GRS, WHERE SUBJECT TO PHYSICAL DAMAGE (b) ELECTRICAL METALLIC 125V. j TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, O JUNCTION BOX, MOUNTING AS SHOWN (c) LIQUID TIGHT FLEXIBLE CONDUIT WHERE REQUIRED, (d) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCATIONS ONLY. ALL CONDUITS COMPUTER/TELEPHONE OUTLET WITH 8-CONDUCTOR RJ-45 JACKS IN HAZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS IN A SINGLE-GANG BOX MOUNTED AT 18" A.F.F. U.O.N. OF NEC CHAPTER 5. B TELEPHONE BACKBOARD 17. ALL CONDUIT RUNS ARE SHOWN DIAGRAMATICALLY. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD. UNLESS NOTED OTHER- WISE. DISCONNECT SWITCH, SIZE AS NOTED 18. WHERE CORE DRILLING OF FLOORS/WALLS IS REQUIRED, THE CON- # OF POLES ENCLOSURE TYPE: TRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTILITIES HAVE AMP RATING/FRAME NEMA 313- FOR EXTERIOR BEEN INSTALLED, LOCATION OF CORED HOLES SHALL COORDINATE r NEMA 1 - FOR INTERIOR WITH LOCATION OF EQUIPMENT IN A MANNER THAT IS CLEAN AND 3100 FUNCTIONAL. THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT FUSE SIZE ( * DENOTES AS PER MANUFACTURER) PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT. yy-- 19. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL PENE- I I-- GROUND OR GROUND ROD AS NOTED w h- TRATIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RE- SPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY PRIOR ------ti, CONDUIT TURNING UP N TO SUBMITTING BID, THE LOCATIONS OF ALL SUCH FIRE RATED PART- w p W ITIONS, WALLS, AND STRUCTURAL SLABS. CONDUIT TURNING DOWN > E2 > 20. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. ] CONDUIT STUB p J SHALL BE NEW. Z U- CONDUIT CONTINUED p >- 21. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIREMENTS V N TO ACCOMODATE EQUIPMENT SERVED, INCLUDING REQUIRED FUSES SERVICE AND DISTRIBUTION N � a U.O.N. SWITCHES SHALL BE HORSEPOWER RATED FOR MAX. HORSEPOWER, HEAVY DUTY TYPE. � ] w O m ELECTRICAL BRANCH CIRCUIT PANELBOARD, RECESS MOUNTED. `V+� Z N 22. THE CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE - - (SEE PANEL SCHEDULE FOR DETAILS) o z ILA RATINGS FOR EQUIPMENT PRIOR TO INSTALLATION. 0 ]� _W 23. ALL FUSES SHALL BE CURRENT LIMITING, PER U.L., RATED 60OV. OR ELECTRICAL BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED. J 250V. AS REQUIRED, WITH: (SEE PANEL SCHEDULE FOR DETAILS) (a) NON TIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING REV DATE DESCRIPTION PANELS. (b) TIME DELAY FUSES FOR MOTOR AND HVAC CIRCUITS. ABBREVIATIONS 24. WIREWAYS SHALL BE SIZED AS REQUIRED, PER NEC, U.O.N. E EXISTING TO REMAIN 25. ALL CIRCUIT BREAKERS SHALL BE INVERSE TIME TYPE (THERMAL- MAGNETIC). TWO AND THREE POLE CIRCUIT BREAKERS SHALL BE COMMON TRIP. TIE HANDLES ARE NOT PERMITTED. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 26. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 3R) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EQUIPMENT SHALL BE LIQUIDTIGHT, 27. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES AS REQUIRED FOR OTHER CLASSIFIED AREAS. U.O.N.. 28. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM AS PER NEC 250-50. 29, THE CONTRACTOR SHALL SUBMIT 6 COPIES OF EQUIPMENT SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING SUCH EQUIPMENT. DESIGN DELIVERABLE: PERMIT SET A ISSUE DATE: 04/22/2013 PROJECT NUMBER: 1050-130318 DRAWN BY: DS /JB CHECKED BY: MV Copyright(c)by MANUEL SYNALOVSKI ASSOCIATES,LLC All Rights Reserved. SHEET TITLE: DELTA G ,C-ISM--YTING ELECTRICAL INDEX, ENGINE s'' \-Is NOTES AND LEGEND 707 N.E. '" ° 3.Td�AVE., Si�ITF�j � °. FORT LAI FPWALE, FL. 3 tf4 (954) 527�J112 CA#0000 vtzc� . . PJT. MGR: MARTA VILLAZON LQ�ZI � CA5X�,(61�789 SHEET NUMBER: PROJECT #: 130405 �DAT !�A�t, 4J9I2013 4 3 2 1 E-w 100 SIDE OF THE BUILDING WITH UTILITY PIPING ', (WATER, GAS). COORDINATE ANY DIGGING WITH UTILITIES COMPANIES. PANEL "DP" i FIELD COORDINATE FINAL CONDUIT ROUTIN ii FOR BOTH UNDERGROUND (DASHED LINE) r AND EXPOSED (CONTINUOUS LINE) CONDUITS ` MAIN PRIOR TO BID. / ELECTRICAL SYN Architecture OSKI�Rg,I1 N I sign SAYE ROOM i i f 1800 Eller Drive,Suitt 500 i Fort Lauderdale,FL 33316 /i T 954.961.6806 i, F 954.961.6807 f% www.symlom.com i' Manuel Synalovski,AA SITE MAIN ELECTRICAL ROOM AR 0011628 SEAL PROVIDE UNISTRUT STRUCTURE TO SUPPORT WIREWAY, / DISCONNECTS AND TVSS. FEEDER LEGEND MAIN #1 i, OF 1 (i 3#3, 1#2 GND. IN 1-1/4' PVC SCH, 40 - - 2� 3#3, 1#8 GND. I N 1-1/4' PVC SCH. 40 • 2000A i M.C.B. 2,18-9 2 2 - - LICENSE NO AA26001863 3R 3R 3R NEW �/ R1 «.' •r.. • «.««. BREAKER 3R 2#1/0, 1#6 GND. IN 1-1/4' C - f 2 1 2 1 2 1 TVSS 2294 DIST. GROUND TVSS 3R NEMA 3R % • 75KVA, 10, 'DISTRIBUTION SERVICE WIREWAY —� """ 480V TO SECTION SECTION 240/120V % XFMR FLOOR SLAB GRADE -- #6 GND. ---- - - ---- E X IS T I N G ---,-s--., , �=- - -------- ------- - ---------- - --------------- ------ - --- --- SERVICE j 3#350KCM I L, 1#2 �'- 3/4" X 10' CU-CLAD REFER TO PANEL EQUIPMENT GND I N 2-1/2" C = GROUND ROD SCHEDULE FOR 3#3, 1 #3 GND. I N , FEEDER SIZE 1 - 1/4' PVC SCH. 40 TO TRAILER' S PANEL i PARTIAL ELECTRICAL RISER DIAGRAM UJI I I I SCALE: N.T.S. I --- _ — i I I B i I I I REFER TO PANEL SCHEDULE ' DP' FOR CONDUIT TYPE INF❑RMATI❑N, w F" uj —/-- > TVSS (SURGE PROTECTIVE DEVICE) NOTE Q o z i z PROVIDE SURGE PROTECTIVE DEVICES AT BOTH, PRIMARY AND 1-1/2"C FOR COMMUNICATION CABLING OV SECONDARY WINDINGS' FEEDERS OF THE TRANSFORMER WITH I BETWEEN HSC BUILDING AND TRAILER. FIELD w MINIMUM OF 10K.A.I.0 AND 40KA SOURCE CURRENT RATING. COORDINATE FINAL CONDUIT ROUTING AND O I TERMINATION POINTS WITHI TRAILER r 1 w m i !� z N MANUFACTURER AND IT DEPARTMENT F' AND/OR FACILITY PRIOR TO BID AND ANY w INSTALLATION. PROVIDE PULL STRING INSIDE -� I NEW 75KVA, 10, 480V TO 240/120V CONDUIT. r- v j r-- XF PAD MOUNTED TRANSFORMER WITH DRIP SHIELD SIMILAR TO, REV DATE DESCRIPTION ' SIEMENS 1D1Y075TP1JST' -----�- — I ROUND ROD MAIN BUS: 2000 AMP PRIMARY WINDINGS DISCONNECT TYPE: CUTTLER HAMMER DISTRIBUTION PANEL 'DP'W All C: 100,000 (TRANSFORMER PRIMARY WINDINGS)SERVICE: 277/480V, 34, 4 LOCATION: REFER TO KEY PLAN THIS SHEET MOUNTING: SURFACE MAINS: 2000A PANEL DISCONNECT (TRANSFORMER SECONDARY WINDINGS) TECT I ON WAY PR❑ PANEL DISCONNECT CKT, NAMEPLATE KVA AMP WIRE AND CONDUIT NOI DES I GNAT I ON POLES FRAME C. B. PANEL DISCONNECT - -- ---- ----_---- ------� T�� - 1 MH1 210 253 3 400 400 EX j ' I 2 MH2 210 253 3 400 400 EX 36 3 200 200 EX 3 LH 1 30, 0 1 4 PP1 33. 2 40 3 200 125 EX I I I 4 0 3 2 0 0 12 5 EX --- _ - -- 5 PP2 ---- -- - I � - DESIGN 6 RTU 16 62, 3 75 3 200 125 EX -- --�' - - j I DELIVERABLE: PERMIT SET 7 TE N NIS COURT 29, 1 35 3 200 125 EX � i ( � � �� s--------------------------------- ----------------------------------------- ---i A ISSUE DATE: 04/22/2013 8 LH2 30. 0 36 3 200 150 EX _ 9 RTU 15 62, 3 75 3 200 125 EX ! -- PROJECT NUMBER: 1050-130318 10 RTU 13 62, 3 75 3 200 125 EX ` PANEL PR❑V I DED BY DRAWN BY: DS/JB 75 3 200 125 EX I -----� TRAILER MANUFACTURER, c 11 RTU 14 62. 3 I POWERED BY ELECTRICAL MV TRAILER' S PANELS , I CHECKED BY: 12 VIA NEW 10 75KVA TRANSFORMER 54, 0 113 2 200 150 2#1/0, 1#6 GND, IN 1-1/4 PVC SCH. BO � I -_ CONTRACTOR - _- - ! copyright (c)byMANUELSYNALOVSK�ASSOCIATES,LLc 3 All Rights Reserved. 13 SPACE - - - - - ' SHEET TITLE: 'o ' 3 14 SPACE TRAILER DELTA Gti S ETIIVG HSC TRA 878. 7 1 106 � NEW 480V, 10 BREAKER AND FEE<7ER �. RENT DESIGN LOAD t CURRENT •S INC. ELECTRICAL PLAN ENGINEER E 707 N.E. 3?d'CAVE., SUITE -- - - --- - — - -- _ - - - P� FORT LAUDERDALE, FL.k33304 ,-)- r 6 (954) 50Wj12 STgT I I \ CA#000 ��,f O—1 a • v 4 IPJT. MGR: MARTA VILLAZON ORff)gi�l� O°• � AgVV 5 60789 SHEET NUMBER: � HSC TRAILER ELECTRICAL PLAN PROJECT #: 130405 DATE: 04/19/2013 SCALE: 1/8" = 1'-0" 4 3 2 PLUMBING GENERAL NOTES PLUMBING INDEX 1 P-100 PLUMBING INDEX, SCHEDULES, LEGEND & NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ---i -- LOCAL CODES, RULES AND ORDINANCES. 2 P-101 HSC TRAILER PLUMBING PLAN 2, CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL 3 P-102 FACILITY TRAILER PLUMBING FLOOR PLAN EXISTING CONDITIONS. --__ _-------- ---------- "----- 4 - -- - 3. ALL MATERIAL SHALL BE NEW. - - - - - -- -- - ---- --- - - --- - SYNALOVSKIRONAANIKSAYE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST 5 Architatkrs•Planning•rntcrrorDcsign CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 6 -- -- 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL 1800 EUtr Drive,Sukt 500 BE A PART OF THIS CONTRACT. Fort LWdcrdak,FL 33316 6 AGQAIJNST PIUBLICALIABILITY ANDEPROPERTY DAMAGE FOR THE DURATION TIPOF WORKK. SHOP DRAWING REQUIREMENTS 7954.961.6806 F 954.961.6807 7. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS. www,synaimW,cofn 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, 1. CONTRACTOR SHALL SUBMIT 6 COPIES OF COMPLETED SHOP DRAWINGS, TOGETHER AT ONE TIME AND C PIPING, EQUIPMENT, ETC. MUST COME THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE Manuel Synalovski,AA 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH TO PROCEED. AR 0011648 THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT 2. ALL SUBMITTALS MUST CLEARLY INDICATE EXACTLY WHICH ITEMS ARE BEING PROPOSED FOR USE. IF SEAL PRIOR TO BEGINING CONSTRUCTION. NOT, THE SUBMITTAL SHALL BE REJECTED. 3• SUBSTITUTIONS SHALL BE LIMITED TO ONE OF THE ALTERNATES LISTED IN THE CONSTRUCTION 10. VERIFY LOCATION, SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINING DOCUMENTS. PRODUCTS CONSIDERED TO BE EQUAL SHALL BE REVIEWED AND ACCEPTED BY THE CONSTRUCTION. ADVICE ENGINEER OF ANY DISCREPANCIES. ENGINEER, ARCHITECT AND OWNER (10) DAYS PRIOR TO BID DATE. 11. WATER PIPING SHALL BE TYPE "L" COPPER FOR 2" AND UNDER AND TYPE "K" COPPER 4. THE CONTRACTOR ASSUMES ALL DESIGN RESPONSIBILITY AND ALL FINANCIAL RISKS FOR PROCEEDING FOR 2-1/2" AND ABOVE. ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K" COPPER. PRIOR TO SHOP DRAWINGS PROCESSING, AND ON ANY ITEM OR WORK THAT IS AT VARIANCE TO THE 12, SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC D.W.V. WHERE LOCAL CODE CONSTRUCTION DOCUMENTS. 5. SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWICE. A THIRD AND ORDINANCES WILL ALLOW, PVC MAY NOT PENETRATE ANY RATED WALL OR FLOORS. SUBMITTAL ON AN ITEM MUST BE ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR OR IT 13. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND SHALL BE REJECTED. EQUIPMENT CONNECTIONS. 6. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO LICENSE NO. AA26001863 14. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD (HAIR FELT INSTALLATION MAY NOT BE ACCEPTED. IF ACCEPTED IT MUST BE LEGIBLE, ACCURATE AND LINING), ACCOMPANIED BY A PURCHASE ORDER ORDER FROM THE CONTRACTOR. THE REVISION SHALL BE 15. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM CHARGED TO THE CONTRACTOR AND DELIVERED TO HIM ON A C.O.D. BASIS, FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND 7. SUBSTITUTIONS FROM THE BASE DESIGN OR VARIATIONS TO THE PERMITTED CONTRACT DOCUMENTS, WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP.- CTC PR-855 WHETHER RESULTING FROM PROCESSED SHOP DRAWINGS OR NOT, THAT RESULT IN REQUIREMENTS IN OR 3M, CP-25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR LETTERS OF AUTHORIZATION AND/OR PERMIT CONTRACT DOCUMENT CHANGES MANDATED BY THE FLOORS. AUTHORITY HAVING JURISDICTION WILL NOT BE MADE BY THIS OFFICE UNLESS ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR, AND RELEASED ON A C.O.D. BASIS. 16. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE PLUMBING SYMBOL LEGEND INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 17. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 18. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCEABLE DIAGRAM SYMBOL DESCRIPTION LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 19. ALL METALLIC PIPING, FITTINGS AND HANGERS EXPOSED TO CORROSIVE CONDITIONS SHALL SANITARY LINE HAVE A PROTECTIVE COATING THAT RESIST CORROSION. - - - -- VENT LINE 20. CONTRACTOR SHALL KEEP A SET OF AS BUILTS DWG. ON THE JOB SITE AT ALL TIMES SD STORM DRAIN LINE AND DELIVER A SET OF UP TO DATE AS-BUILTS TO THE ENGINEER AND OWNER AT THE SAFEWASTE LINE COMPLETION OF THE PROJECT. CD CONDENSATE LINE COLD WATER LINE ce -- HOT WATER LINE —- HOT WATER RETURN uj G GAS LINE FACE OF WALL >v GATE VALVE THREADED C.O. PLUG Q COVER SECURED WATER HAMMER ARRESTOR �Il FIN, GRADE WITH SCREWS `t' FLOOR PENETRATION FD FLOOR DRAIN B RD ROOF DRAIN STAINLESS STEEL COVER RD-1 PVC ROOF DRAIN (BODY AND DOME) L11 SCREWED TO THREADED CO CLEAN OUT 4 X 6" DIA. CONCRETE % C.O. PLUG. WCO WALL CLEANOUT PAD FLUSH W/FIN, GRADE SLIP JOINT FCO FLUSH CLEAN OUT COOG CLEANOUT ON GRADE }} VTR VENT THRU ROOF w F- RWL RAIN WATER LEADER w o w > Fe > Q O z EXTERIOR TYPE WALL Z J O w w O m Z N TYPICAL CLEANOUT DETAILS Ln O Z SCALE: N.T.S. r,� g w Z U REV DATE DESCRIPTION HANGER ROD _ LOCKING NUT HANGER ROD BE T�STRAP 1 172 WEB MEMBERS SUPPORT NUT 3 16 OVER VERT. SUPPORT NUT HEAVY DUTY CLEVIS L SS OF ANGLES HANGER NUT HANGER HEAVY DUTY CLEVIS HANGER VAPOR BARRIER ONE ANGLE ON EACH _ INSULATION SIDE OF WEB MEMBERS BOTTOM CHORDS-1 REST ON TOP OF PIPE 16 GAUGE ZINC COATED OF STEEL JOIST BOTTOM CHORDS STEEL = 4SHEET STEEL SADDLE AT JOISTS BETWEEN PANEL LEAST 8' LONG POINTS. SIZE FOR LOAD CLEVIS HANGER CLEVIS HANGER SINGLE HORIZONTAL RUNS SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION WITH VAPOR BARRIER INSULATION STEEL JOIST GALVANIZED ALL THREAD ROD T's, DESIGN HEAVY DUTY CONCRETE r i , . � , . DELIVERABLE: PERMIT SET STEEL INSERT WITH BEAM ALL THREAD ROD s � s ELONGATED STRAP � �8oSTRUCTURAL FLOOR SLAB A ISSUE DATE: 04/22/2013 SUPPORT NUT HANGER ROD �o - ALL THREAD ROD SUPPORT NUT `�'� - _s-�� ,,°o'.s,. � BEAM CLAMP PROJECT NUMBER: 1050-130318 I __c HEAVY DUTY PLASTIC PLASTIC ALL THREAD ROD i = CLEVIS HANGER DRAWN BY: DS /JB 7471 1 HEAVY DUTY CHECKED BY: MV PIPE CLEVIS HANGER HANGER ROD. PIPE INSERT NUT--/ HANGER ROD _ SIZE AS REG. Copyright(c)by MANUEL SYNALOVSKI ASSOCIATES,LLC All Rights Reserved. PIPE HANGER DETAIL PIPE HANGER DETAIL SHEETTiTLE: CONCRETE INSERT STEEL BEAM IN EXPOSED AREAS UNDER STRUCTURAL FLOOR DELTA G CON�V.Ii" J G PLUMBING PLAN 707 N.E. 3rct AyE', SUS j 206?'.�, '- FORT LA� ALE, FL. aS3 ' °:.; PIPE SUPPORT DETAILS (FOR SANITARY + WATER PIPING) c954) 5212 . CA#00009 2�p 4 � .ice c VI ZON,�Ia.E;1 PJT. MGR: MARTA VILLAZON F Ei �4• (C�LI;�$R X089 SHEET Nurn�ER; PROJECT #: 130405 AIEsd�• 4 04z/�,9r2.Q>,3' 4 3 2 1 PM100 NOTES: 1.— REFER TO MODSPACE DRAWINGS FOR MORE INFORMATION AND PLUMBING SYSTEM INSIDE MODULAR TRAILER. 2.— CONTRACTOR SHALL COORDINATE WITH MODSPACE SIZE AND EXACT LOCATION OF DOMESTIC WATER AND / SANITARY POINT OF CONNECTIONS PRIOR TO ROUTE NEW 3/4" WATER LINE ABOUT 45FT INSTALLATION. NORTH OF EXISTING HEALTH AND SPORT 3.— CONTRACTOR SHALL COORDINATE WORK WITH MODULAR � BUILDING AND CONNECT TO EXISTING CW LINE V OFFSETS A TRAILER STRUCTURE AND PROVIDE 0 SE S S REQUIRED W FROM EXISTING BACKFLO PREY N E TER AND TO INSTALL NEW WORK. WATER METER. CONTRACTOR SHALL FIELD VERIFY 4.— CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTERS AT EXACT LOCATION PRIOR TO CONSTRUCTION. / / SYNALOVSKIR-ONIANIKSAYE THE SERVICE LINE TO THE TRAILERS IF REQUIRED BY THE /�' / Architecture•Planning-Interior Design AHJ. ; 5.— OWNER WILL CONTRACT THE SERVICES OF A LICENSED CONTRACTOR FOR THE TRANSPORTION AND DISPOSAL OF / j 1$00 Eger Drlve,Sultc500 THE DRAINAGE FROM THE HOLDING TANKS IN AN /� / Fort L&xkrdak,FL33316 APPROVED METHOD IN ACCORDANCE WITH ALL APPLICABLE CODES. I T954.961.6806 6.— REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK AND - F 954.961,6807 ASPHALT AREAS REPAIR DETAILS AND INSTRUCTIONS. \ / vwvwsynalovskf.c«n 7.— EXISTING SERVICES INDICATED ON THESE DRAWINGS WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THESE DRAWINGS MAY NOT BE ALL / INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT ManUelSynalovski,AlA AREA. CONTRACTOR SHALL VERIFY SERVICES, LOCATION, i / AR 0011628 TYPE, AND SIZE PRIOR TO ANY CONSTRUCTION. ANY / SEAL DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR COORDINATION PRIOR TO CONSTRUCTION. LICENSE NO. AA26001863 EXISTING FENCING TO REMAIN. / � I 3/4" COLD WATER PIPE BELOW GRADE. CONTRACTOR SHALL FIELD COORDINATE PIPE ROUTING TO AVOID ANY / CONFLICT WITH EXISTING SITE UTILITIES INCLUDING BUT NOT LIMITED TO ELECTRICAL LINES, SANITARY AND STORM DRAINAGE, GAS LINES, ETC, CONTRACTOR TO I i i PROVIDE AN ALLOWANCE FOR SITE INVESTIGATION. / j it I EXISTING 1-1/2" WATER METER AND BACKFLOW EXISTING ASPHALT / PREVENTER TO REMAIN �' /� SURFACE TO REMAIN. j i t " --- Ld � -i TIE NEW CW LINE TO PLUMBING FIXTURE OR I � _ / FIXTURES POINT OF CONNECTION. CONTRACTOR TO COORDINATE EXACT LOCATION WITH MODULAR / c li TRAILER MANUFACTURER (MODSPACE) PRIOR TO I CONSTRUCTION (TYPICAL). III NEW P.T. WOOD H.C. -� 1' RAMP STAIR AND WATER PIPE FROM ' ! RAILING. TRAILER (TYPICAL) 1 TIE NEW SANITARY LINE TO PLUMBING FIXTURE\ ""a' EXISTING 1-1/2" CW LINE OR FIXTURES POINT OF CONNECTION. �y TO EXISTING HEALTH AND CONTRACTOR TO COORDINATE EXACT LOCATION I_ _ / w {}— MAIN SHUT—OFF SPORT BUILDING �\ , � Q WITH MODULAR TRAILER MANUFACTURER / N (MODSPACE) PRIOR TO CONSTRUCTION (TYPICAL). ;+UP �� / Lu o j VALVE (TYP )� UNITED SITE SERVICES ABOVEGROUND �� Q O z 300 GALLON SEWAGE HOLDING TANK IN -- CRAWL SPACE. COORDINATE EXACT LOCATION WITH TRAILER STRUCTURE AND / O 2 j SUPPORT PADS. REFER TO MODULAR ;� UP�� UP�-- —T / LJ w TRAILER MANUFACTURER DRAWINGS. I ��,'I / / % w O m �9 i Z WC �WC� —/ / LA �° w M V I LAV WATER PIPING ISOMETRIC _ MAIN SHUT-OFF VALVE IN i i �— �' i "i li I � � REV DATE DESCRIPTION NO SCALE —� _1 I �� VERTICAL RISE OF PIPE � LAV!, i — i I � SANITARY AND WATER j PIPES IN CRAWL SPACE PRE MANUFACTURE TRAILER. LAYOUT PER — MANUFACTURE I i LOW PROFILE 300 GALLON NOTE: / I SEWAGE HOLDING TANK. SLOPE ALL PIPING 2" AND LESS 0 1/4" PER L.F. SLOPE ALL PIPING 3 AND ABOVE 0 1/4 OR 1/8 PER L.F. i I \ DESIGN DELIVERABLE: PERMIT SET 5 R@ 6" = 30"4 1 A ISSUE DATE: 04/22/2013 8 a j NEW P.T. WOOD STAR ' THREADS AT 11" / AND RAILING L PROJECT NUMBER: 1050-130318 DRAWN BY: DS/JB 3°, a �, , 3 I �, / CHECKED BY: MV i1/ ✓ CO Copyright(c)by MANUEL SYNALOVSKI ASSOCIATES,LLC 1 � All Rights Reserved. 2" SHEET TITLE: DELTA G CONS_ ULTING PLUMBING PLAN ENGINEERS,- � C': SANITARY PIPING ISOMETRIC 707 N.E. 3rd , uI�'F,' FORT LAUD>r 1A , F 3 NO SCALE (954) 5 '==11t-2 CA#000 Q9 �B9 ` � �LL.4Z0 •giE* PJT. MGR:J MARTA VILLAZON ;F-QR;i� LICONISE #68789 SHEET NUMBER: .� HSC TRAILER PLUMBING PLAN PROJECT #: 130405 T •.�QVI9/2,oj SCALE: 1/8" = 1'-0" X777 4 L F dG 4 3 2 r� 11111110 1 P101 i GENERAL NOTES: 2001 FBC, 2000 NFPA101 HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FACBC 1, HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED ON THE WALL AT ALL SUBJECT TO LOCAL JURISDICTION. ' ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS 2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. OR SURFACE BOLTS SHALL NOT BE USED, 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER TEMPERED OR ACRYLIC PLASTIC SHEET. PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING PROVIDE 4, FLOOR DESIGN LIVE LOAD -100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE STANDARD TYPE OF FOUNTAIN 5. MAXIMUM WIND SPEED - 146 MPH 3, WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS 6. SEISMIC PERFORMANCE CATAGORY-A ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE 7, OCCUPANCY IS BUSINESS SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE 8. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA FOR EGRESS ACCESSIBLE (ie. TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15 9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA, WITH INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 (7)- 16 GA, x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES (OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR, RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM 10. PORTABLE FIRE EXTINGUISHER(S) PER N.F,P.A.-10 INSTALLED BY OTHERS ON WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES) SITE, AND SUBJECT TO LOCAL JURISDICTION. 4. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO 11, MINIMUM CORRIDOR WIDTH IS 44 INCHES, HIGHER THAN 48 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES 12. MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM). ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING ELECTRICAL NOTES: 1999 NEC OCCUPANTS, 5, WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, 1, ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N,E,C,), BELOW CEILING, WHICHEVER IS LOWER. ALL BOXES IN RATED PARTITIONS SHALL BE METAL BOXES. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie, LEVER- 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE OPERATED, PUSH-TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY THE FLOOR, ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT, CHANGES IN A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. N.E.C. 410-8(a). CARPET PILE THICKNESS SHALL BE 0,5 INCH MAXIMUM. GRATINGS IN FLOOR SHALL HAVE 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY SPACES NO GREATER THAN 0,5 INCH WIDE IN ONE DIRECTION WITH LONG DIRECTION ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED. THE PERPINDICULAR TO ROUTE OF TRAVEL DOORWAY THRESHOLDS BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE SHALL NOT EXCEED 0,5 INCH IN HEIGHT, AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER B. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT, ACCESSABLE DOORS CLEAR WIDTH TO BE 32" MIN. IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8,5 LBS, FOR EXTERIOR SWINGING IN THE OPEN POSITION, DOORS AND 5 LBS, FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS, 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS 9. ACCESSIBLE WATER CLOSETS SHALL BE 17 T019 INCHES FROM THE FLOOR TO ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" THE TOP OF THE SEAT, GRAB BARS SHALL BE 35 INCHES LONG MINIMUM WHEN POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 TO 36 INCHES FROM THE FLOOR TO THE MEANS INHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A TOP OF THE RAIL . READILY ACCESSIBLE CIRCUIT BREAKER. 10. ACCESSIBLE URINALS SHALL BE STALL-TYPE OR WALL-HUNG WITH ELONGATED RIMS AT 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES WITH SECTION 110-9 OF THE N.E,C, BY LOCAL ELECTRICAL CONSULTANT. ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE THE BOTTOM OF THE APRON. INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL, 12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE ABOVE THE FLOOR AND A KNEE CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5 INCHES B. RECESSED PORTIONS OF LIGHTING FIXTURE ENCLOSURES,OTHER THAN AT THE POINTS MAXIMUM, OF SUPPORT, SHALL BE SPACED AT LEAST 1/2" FROM CUMBUSTIBLE MATERIALS. 9• THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3" OF THE RECESSED F`APER ROLL IN ACCESABLE STALLS TO BE MOUNTED WITH CENTER LINE ® 8" AHEAD OF THE WATER CLOSET FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE RIM, AND 4" BELOW GRAB BAR ALONG SIDE OF THE WATER CLOSET INSTALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENT THE FREE PAPER TOWEL DISPENSERS, HAND DRIERS, SANITARY NAPKIN DISPENCERS CIRCULATION OF AIR. TO BE MOUNTED NOT HIGHER THAN 48" AFF. 10. AT LEAST 1 ELECTRICAL OUTLET IN EACH ACCESSABLE SPACE SHALL BE LOCATED NOT HIGHER THAN 48" AFF. 13. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE 11. EXIT LIGHTING AND EMERGENCY LIGHTING SHALL BE LABELED AT BREAKER INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL PANEL AND SHALL BE ON LIGHTING CIRCUIT AHEAD OF SWITCH BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 14, ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH MECHANICAL NOTES: 2 0 01 FMC ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (le LEVER-OPERATED, 0' SH-TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR 1. ALL SUPPLY AIR REGISTERS SHALL BE INCHES BY INCHES ADJUSTABLE PiISICALLY HANDI-CAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF CLOSING VALVES. WITH 8 INCHES BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS 15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROVIDED DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENTILATED ATTIC WITH THE BOTTOM OF THE REFLECTIVE SURFACE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR, SHALL HAVE AN INSULATION VALUE OF R-6. DUCTS LOCATED IN UNCONDITIONED 16. WIIHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH INTERIOR SPACES SHALL HAVE AN INSULATION VALUE OF R 4.2. A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 2, INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR 17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH FOR AIR RETURN, ANY ON-SITE ADJUSTMENTS OF DOORS AFTER SET-UP 1,r INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL. ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER. 18. TQILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE. 3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. APPROVED VENT CAP. 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE PROVIDING 20 CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH WATER CLOSET OR URINAL, WHICHEVER IS GREATER, 5. IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY, RESTROOM VENT FANS SHALL PROVIDE ONE CFM PER SQUARE FOOT OF FLOOR AREA. IN OTHER RESTROOMS FANS SHALL PROVIDE A MINIMUM OF TWO CFM PER SQUARE FOOT OF RESTROOM SQUARE FOOT. 6. IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS, AND/OR SHOWERS, MECHANICAL EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM IS PROVIDED. SITE- INSTALLED ITEMS: 7. IF UNIT IS EQUIPPED WITH MECHANICAL ATTIC VENTILATION, VENTILATOR SHALL BE CONTROLLED BY A HUMIDASTAT CALIBRATED TO ACTIVATE WHEN NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE RELITAVE HUMIDITY EXCEEDS 607o ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION, ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. PLUMBING NOTES: 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). MIN, 2A:20B:C CURRENTLY TAGGED AND DATED BY A LICENCED FIRE EQUIPMENT COMPANY. AND SHALL 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES MOUNTED NOT TO EXCEED 48" AFF. DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 407 SPC 2001 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE & ADAAG, 4, DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), 2, ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES, BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE PLUMBING SYSTEM, 02/19/2013 MDS007358 --_-___ HECK�p. 3, STORAGE TYPE W/H SHALL HAVE A SHUT-OFFVALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO DATE------ -___________ PLAN NO----------_--___ THE BUILDING, I SHT.#l . , 4 WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE 6. THE MAIN ELECTRICAL PANEL AND SUB-FEEDERS (MULTI-UNITS ONLY), 2001 FBC WITH 2003 AMENDMENTS ---- SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F, 7 CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE BUILDING WAS REINSPECTED AND REMAINS UNMODIFIED SHT;y2 'ir;E POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE 'NILL BE RESTRICTED MATING LINES) (MULTI-UNITS ONLY), AS OUTLINED IN 2010 FBC 102.2.2 (3), (6). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN SHT,#3 TO THE PRODUC" MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE MODULES (MULTI-UNITS ONLY). ALSO SEE 2010 FBC 102,7 FOR MOVED BUILDINGS CONCENTRATION REVELS. WATER CLOSETS ARE TANK T YPE WITH FLUSH LEVER ON WIDER SIDE OF TANK AND 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR ALL SITE WORK TO BE AS PER 2010 FBC AND LOCAL CODES�RiNALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED. BUILDING ARE TO BE LOCATED IN ADJACENT BUILDINGS SEE DwV SYSTEM SHALL BE EITHER ABS OR PVC-DWV. ATTATCHED LETTER. ( ) 2001 FBC WITH 2003 AMENDMENTS 3JILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE-INSTALLED BY OTHERS, 10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL SUBJECT TO LOCAL JURISDICTION APPROVAL. 11. FIRE ALARM SYSTEM (IF APPLICABLE) STRUCTURAL LOAD LISTING AGENCY o. TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS. 12. SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER) LIMITATIONS APPRO VAL 9. RESTROOM WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO A 13, EMERGENCY LIGHTING IF REQUIRED PER LOCAL GOVERNMENT SHALL BE PROVIDED AND INSTALLED THESE PRINTS COMPLY WITH THE (; ModSpace MINIMUM HEIGHT OF 48" A.F.F. INSTALLED BY OWNER/LEASE-HOLDER, ROOF LIVE LOAD 30 PSF FLORIDA MANUFACTURED BUILDING 10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE 14, GUTTERS AND DOWNSPOUTS WHEN REQUIRED AND NOT ON BUILDING ARE TO BE SITE WIND LOAD ACT OF 1979 CONSTRUCTION CODES OF FIXTURE, INSTALLED BY OWNER/LEASE-HOLDER, A. 146 MPH........HIGH VELOCITY HURRICANE ZONE AND ADHERE TO THE FOLLOWING 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED 15. FIRE SAFETY INSPECTION COMPLYING WITH CHAPTER 663 B. Iw = 1,0........IMPORTANCE FACTOR CRITERIA: JOHN t� . B 0 D Z IRK 2529 CENTRAL AVE FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON 16, STORM SHUTTERS WHEN NOT INSTALLED WILL BE SUPPLIED AND SITE INSTALLED BY OWNER/LEASEE C. C...................WIND EXPOSURE CATEGORY CORROSIVE PIPE OR TUBE, D. GCpI = 0,18.,.,,,,.WIND EXPOSURE CATEGORY SAINT PETERSBURG, FLORIDA 33713 12. SHOWERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A E. Pw = 65.6 PSF,,.... WALL COMPONENT AND CLADDING LOAD CONST, TYPE VI MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG. F. INTERIOR FINISH 20011`13C CHAPTER 8 F. Pr = 123.7 PSF....,.,.ROOF COMPONENT CLADDING LOAD OCCUPANCY B ARCHITECT AIA FLORIDA LICENSE #AR0005065 13. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT ALL CORRIDORS AND CEILING FINISH ARE CLASS A' GYPSUM G. THIS BUILDING IS NOT DESIGNED TO BE LOCATED ON A HILL ALLOWABLE # THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM., OR BE EQUIPPED WITH SELF-CLOSING OF FLOORS 1 M D S 0 0 7 3 8 WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450 OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT VALVES (NON HANDI-CAPPED APPLICATIONS ONLY). MAXIMUM WATER TEMPERATURE IS 110 DEG. WIND VELOCITY 146 row,..uwceenrvKSam. 2730 12TH STREET SOUTH SAINT PETERSBURG. FLORIDA 33705 14. INSULATE EXPOSED PIPES OF ACCESSABLE LAVITORIES ALL INTERIOR WALL FINISH IS CLASS "A" GYPSUM FIRE RATING OF LISTING AGENCY PHONE #727-898-6004 WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450 EXTERIOR WALLS 0 PLAN NO. MDS007358 DATE SCALE QUOTE SER, NO. CARPET HAS A CRITICAL RADIENT FLUX OF 0,22 WATTS/SO. CM ALLOWABLE 02/19/2013 1 -NTS- MD5007358 AS TESTED IN ACCORDANCE WITH NFiPA 253 FLOOR LOAD 50/100 APPROVAL DATE 02/19/2013 MANUFACTURER PER DCA LETTER APPROVED FOR HIGH VELOCITY 2/19/2013 WIND ZONE YES SIZE CODE TYPE USE c�Ecno 6V REV, A ROVAL # PAGE -,- - M•D-.S, PER PRINT 2001 FBC VI B MDS MDS007358 1 OF 4 SYMBOLS: 56'-0* DUPLEX RECEPT ® 16" AFF DUPLEX RECEPT ® 42" AFF it'-5 1/4" 4'-3 1/2* 24'-6 1/2 4'-3 1 2" it -5 1/4" RECEPT 220 VOLT 44'-6 3/4" 40'-3 1/4" 1s'-8 3/4" 11'-5 1/4" FLOOR RECEPTACLE 40'-9 1/2" 1 -0 3/4" SWITCH $3 3 WAY SWITCH COLUMN STRAPPING SCHEDULE PHONE JACK ® 16" AFF 3680 3680 �aH�aan3 100 AMP ELECT. PANEL 120V/240V 1 PHASE ® FLOOR PHONE JACK © EXIT $ �3 TON HVAC INSTALLED PER q (2 ) 2x4 SPF #2 THIS HALF g (2 ) 2x4 SPF #2 EACH HALF THERMOSTAT 53'-a^ a9'-a" 3s'-o" 3z'-o" zs'-o" za'-o" zo'-o" a'-o" a'-o" MFG R. SPEC, W/10 KW HEAT O O STRIP 1005 CFM 0 ,5 IWC ESP INCANDESCENT LIGHT 60W, MAX. �'— - WIT240FRESH�AIR INTAKE O (3 ) 2x4 SPF #2 THIS HALF Op (3 ) 2x4 SPF #2 EACH HALF �y�,p, WATER PROOF PORCH LIGHT 60W. MAX. = FLUORESCENT FIXTURE 87,6 W, MAX, _ O (4 ) 2x4 SPF #2 THIS HALF O (4 ) 2x4 SPF #2 EACH HALF RECESSED FLUORESCENT 87.6 W. MAX. (5 ) 2x4 SPF #2 THIS HALF O (5 ) 2x4 SPF #2 EACH HALF 0 JUNCTION BOX Q JUNCTION BOX CKT p 1A & 2A NOTES: (j 100 CFM EXHAUST FAN 51'-4" 42'-8" 34'-0" 26'-0" 1a'-0 13,_a• 28" X 14" R/A GRILLE THRU WALL 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER EXHAUST FAN WITH LIGHT PVA GLUE WITH 100% COVERAGE SHALL BE USED 2. INSTALL 2 STEEL STRAPS AT EACH STUD OF EACH COLUMN. EMERGENCY LIGHT s3'-a" a9'-a" 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED, 4, ALL STEEL STRAPS AT SUPPORT COLUMN LOCATIONS J BOX FOR MANUAL PULL STATION & BELL — — — — — — — — — — —a'-o" SHALL BE 1 1/2" X 30 GA, WITH 14, 16 GA,X 7 16" CROWN ❑J P J BOX FOR MANUAL PULL STATION 1 1/8" LONG STAPLES EACH DOUBLE STRAP END OR EQUAL FROM ` - 100 AMP ELECT, PANEL 120V/240V 1 PHASE RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR UNLESS OTHERWISE Z 12"x12" SUPPLY AIR REGISTER NOTED. 3 TON HVAC INSTALLED PER ® 12"02" RETURN AIR GRILLE IN 8x18 JUMP INTO PLENUM 36'-0" 32'-0" 28'-0" 2a'-0" 20'-0" MFG'R. SPEC. W/10 KW HEAT ® co° STRIP 1005 CFM ® .5 IWC ESP WITH FRESH AIR INTAKE 240V 1 0 o 53'-4" 49'-4" ELECTRIC SCHEDULE 0 n CIRCUIT # NOMENCLATURE BREAKER WIRE SIZI N - - - - - - - - (AMPS) CU. NM. W/G 51'-a" a2'-6" 3a'-o" 2s'-o" 1 W-o" CKT N 18 & 29 1 & 2 HVAC SIZED PER MFR, SPECS. 13'-a" O 28" X 14" R/A GRILLE THRU WALL 3B WATER HEATER 20A 1P 12-2 $ � $ _ 4A-B LIGHTS RECEPTS 20A 1P 12-2 5A-B LIGHTS RECEPTS 20A 1P 12-2 a 6A-B LIGHTS RECEPTS 20A 1P 12-2 7A-B LIGHTS RECEPTS 20A 1P 12-2 r 8A-B LIGHTS RECEPTS 20A 1P 12-2 M 37'-4" 33'-4" 2a-0 20'-0' 100 AMP ELECT, PANEL 120V/240V 1 PHASE 9A-B LIGHTS RECEPTS 20A 1P 12-2 GFI $ ALL PORTABLE APPLIANCES, INCLUDING W/H, TO N 3 TON HVAC INSTALLED PER HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC MFG'R. SPEC. W/10 KW HEAT PANEL. STRIP 1005 CFM ® .5 IWC ESP P28 H AIR INTAKE 0 N `� za8o PANEL "A" KVA 35'-4" 22'-0" V! 3680 3680 GENERAL LIGHTING ,0035 KW SF x 607 SF x 1,25 2,66 W ° 2C °' z'- " 5 RECEPTS 0 180 VA/1000 .9 '-Z R/A GRILLE THRU WALL Z/l 6-19 — — _ 13'-. o HVAC 10.9 Y W � to to 1 FAN (� .3 KW x 1.25 .75 42" G.B, 3680 .3053VS 2453VS 3/4" 25-4 3/4" 4'-0 3/4" TOTAL 15,21 TOTAL/240x1000 63,38 44'-6 3/a' 1t'-5 1/a"33'-1 INSTALL 100 AMP PANEL 120/240V 10 �" 11'-5 1/4" 11'-5 1/4" PANEL B 5s'-o" KVA GENERAL LIGHTING .0035 KW SF x 607 SF x 1.25 2,66 5 RECEPTS 0 180 VA/1000 ,9 HVAC 10.9 TOTAL 14,46 TOTAL/240x1000 60.25 • AUTOVENT 3" VTR INSTALL 100 AMP PANEL 120/240V 10 SINK ( PANEL "C" KVA 1 1/2" I GENERAL LIGHTING .0035 KW SF x 607 SF x 1,25 2.66 1 1/2" 5 RECEPTS ® 180 VA/1000 .9 HVAC 10.9 I I LAV TOTAL 14,46 W.C. 3" TOTAL 240x1000 60,25 1 1/2„ INSTALL 100 AMP PANEL 120/240V 10 3" 3" � LISTING AGENCY W.C. c, �'�. APPROVAL 3" -1 ,� THESE PRINTS COMPLY WITH THE 1V1 0 �� C e D,W.V, RISERS ., i / .,. �_ ._�3#�+'_'�� GEORGIA MANUFACTURED BUILDING N.T.S. c� ._ CONSTRUCTION CODES TO WASTE , C� ` AND ADHERE TO THE FOLLOWING TERM, CRITERIA: JOHN H A . B O D Z IAK 2529 CENTRAL AVE �� A CONST, TYPE VI Lj P SAINT PETERSBURG, FLORIDA 33713 OCCUPANCY B ARCHITECT T AIA FLORIDA LICENSE #AR0005065 ALLOWABLE # OF FLOORS 1 M.D.S. 2730 12TH STREET SOUTH MDS007358 WIND VELOCITY 110 SAINT PETERSBURG, FLORIDA 33705 FIRE RATING OF LISTING AGENCY PHONE #813-898-6004 EXTERIOR WALLS 0 PLAN NO. MDS007358 DATE SCALE QUOTE SER. N0, ALLOWABLE 02/19/2013 —NTS— MDS007358 FLOOR LOAD 50/100 APPROVAL DATE 02/19/2013 MANUFACTURER PER DCA LETTER M.D.S. e19/2013 SIZE CODE TYPE USE WECnD ev REV, APPROVAL # PAGE PER PRINT SBCC VI B MDS MDn07358 2 of 4 THERMOPLASTIC SINGLE PLY ROOF COVERINGWITH ASTM D4434 OR CGSB37-GP-54M FIBERTIGHT BY MULE-HIDE PRODUCTS SPACE PLY LAPS 51" O.C. WITH 4" MINIMUM OVERLAPS FASTEN WITH FTR MAGNUM FASTENERS AT ALL EDGES AND PLY LAPS AT THE FOLLOWING SPACINGS 6,4 SQUARE FEET NET FREE AREA 4" O.C, WITHIN 4' OF THE BUILDING CORNERS OF ATTIC VENTILATION TO BE 6" O C. WITHIN 4' OF ALL OTHER EDGES PROVIDED BY ROOF AND/OR , LISTED TRUSSES AT 16" O.C. 8" O.C. ELSEWHERE SITE INSTALLED 3/8" X 5" LAG SCREWS GABLE VENTS. LISTED ROOF TRUSS DESIGN LOADS: ROOF COVERING OVER 3/4" PLYWOOD 3 LAYERS 3/4"x 18" TEC LAM STAGGERED FROM SIDE TO SIDE LIVE LOAD 30 PSF TOP CHORD RATED SHEATHING MINIMUM PLYW 32/16 RIDGE BEAM BOTH UNITS AT 16" O.C. MAXIMUM. LAG SCREWS , DEAD LOAD 10 PSF TOP CHORD SEE SPAN CHART IN MUST PENETRATE 1 3/4" MINIMUM INTO TRUSS DESIGN UNIVERSAL FOR HIGH VELOCITY 'WINDS DEAD LOAD 10 PSF BOTTOM CHORD SEE ROOF APPROVED STRUCTURAL ADJACENT MODULE RIDGEBEAM OR SHEATHING DETAIL, PACKAGE TRUSS. SEE STATE APPROVED PKG. FOR LISTED TRUSSES 24" 24" 20 RIM MEMBER 2x4 SYP #2 MIN. 26 GA. x 1-1/2'" STEEL STRAP FROM 20 TRUSS TO WALL STUD 0 16" O.C. WITH 6-14 GA. X 1" STAPLES PER STRAP END. (TYPICAL SIDEWALLS) DOUBLE STRAPPING AT EACH STUD FOR FULL LENGTH 3/16" FILLET WELDS FIRST 4' IN FROM EACH CORNER. ONE SIDE OF ALL FLANGES AND� WEBS AT ALL OUTRIGGERS AND TRUSSES THAT DO NOT FALL DIRECTLY OVER WALL STUDS SHALL BE STRAPPED TO EXTERIOR WALL FINISH: T-1-11 CROSSMEMBERS, STRAPED TO NEAREST AJACENT WALL FASTEN RIDGE BEAM TO EACH TRUSS EXTERIOR WALL STRUCTURAL BRACING 1-1/2" TOP PLATE AND TOP PLATE SHALL BE SEE STRUCTURAL PKG, FOR R- 19 KRAFTBACK STUD WITH EQUIVALENT STRAPPING DUCT SPECIFICATIONS, ROOF INSULATION WITH NO LESS THAN 6-15 GA, STAPLES SIDEWALLS: 12 GA. OUTTRIGGER * END-WALLS WITH 1" PENETRATION INTO TRUSS KING BRACING INSTALLATION: 2x6 SYP #2 WALL STUDS 016" O.C. POST OR EQUIVALENT FASTENING. STRUCTURAL SHEATHING SHALL CONSIST OF A � 1-1/2" r 4' MINIMUM WIDTH SHEET EXTENDING 2„ J 7" *SIDE-WALLS DOUBLE TOP PLATE CONTINUOUSLY FROM TOP TO BOTTOM PLATE 2x4 SYP #2 WALL STUDS 016" O.C. 2X4 SPF #2 INSTALL FIRE BLOCKING AT CEILING LINE WITH ALL SHEATHING EDGES EXTENDING 3/4" NOTE INSTALL A 3 1/2" PLYWOOD STRIP AT TOP PLATE THE SAME THICKNESS AS THE CEILING FINISH MINIMUM OVER 2" NOMINAL LUMBER OF THE 1 1/4" 12 GA. CROSSMEMBER. WINDOW HEADER, SEE SAME SIZE AND GRADE AS EXTERIOR WALL (TO BE LOCATED OPPOSITE SPAN CHART FOR SPECS FRAMING. BRACING SHALL BE LOCATED AS CLOSE OUTRIGGER AS SHOWN) 1-1/2 TYP. WINDOW, SEE TO EACH CORNER OF BUILDING AS POSSIBLE. CROSSMEMBER SECTION OUTRIGGER SECTION SHEET #2 FOR SPECS * INSTALL STUDS 12" O.C. WITHIN 4'-0" FROM ENDS BRACING MATERIAL: WALL INTERIOR FINISH, SEE OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS SHEET #1 FOR SPECS. 5/8" APA RATED SHEATHING EXP, 1,-2 EXT FRAME DETAIL OR 5/8" APA RATED SIDING EXT, FASTENED TYP. 'WINDOW SILL 2X4 SYP#2 WITH 8d GALVANIZED COMMON OR BOX AT 4" O.C. EDGES, 8" O.C. FIELD. SEE SPEC SHEET FOR WALL HEIGHT ENDWALLS: R-11 KRAFTBACK BRACING INSTALLATION: WALL INSULATION SEE STRUCTURAL PACKAGE FOR FLOOR DECKING 48" TYPICAL STRUCTURAL SHEATHING SHALL CONSIST OF A 4' MINIMUM WIDTH SHEET EXTENDING 2 x 4 SYP #2 2x SYP #2 FLOOR JOISTS, SEE T&G JOINT CONTINUOUSLY FROM TOP TO BOTTOM PLATE BOTTOM PLATE 2X6 ® 16" O.C.,SEE SHEET #1 FOR 100# LOAD AREAS (TYPICAL) WITH ALL SHEATHING EDGES EXTENDING 3/4" INSTALL DIAPHRAM BLOCKING WITHIN 4'-0" FROM END-WALLS R- 11 UNPAGED MINIMUM OVER 2" NOMINAL LUMBER OF THE WITH 2X SYP#2 LUMBER — FLOOR INSULATION SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING, BRACING SHALL BE LOCATED AS CLOSE 26 GA, x 1-1/2" STEEL STRAP FROM WALL —� TO EACH CORNER OF BUILDING AS POSSIBLE. STUD TO FLOOR JOIST AT OPENING STUDS AND 16" O.C. WITH 6- 14 GA, x 1" STAPLES PER BRACING MATERIAL: I o STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) I �' INSTALL DOUBLE STRAPPING AT EACH STUD M10x8,5 l-BEAM 5/8" APA RATED SHEATHING EXP, 1,-2 EXT FOR FIRST 4' IN FROM EACH CORNER. OR 5/8" APA RATED SIDING EXT. FASTENED WITH 8d GALVANIZED COMMON OR BOX STAGGER JOINTS 48" O.C. INSTALL (3) 3/8"X3" LAG INSTALL (1) 3/8"X3" LAG AT 4" O.C. EDGES, 8" O.C. FIELD. IJ SCREWS FROM TOP FLANGE OF SCREW INTO FRAME CLIP, TYP. EACH FLOOR JOIST L L _ _ J OUTRIGGER INTO FLOOR, AND/OR RIM JOIST ABOVE ENDWALL (TYP. EACH OUTRIGGER) 3/4" RATED SHEATHING, PLYWOOD TO BE OUTRIGGER AND CROSSMEMBER INSTALLED FASTENED TO TRUSSES WITH #10d NAILS AT 4" O.C. IN ACCORDANCE WITH STATE PACKAGE AT 4' FROM END-WALLS, WITH #10d NAILS AT 6" O.C. PER PLAN AT ALL OTHER AREAS SEE STRUCTURAL PKG FOR ALTERNATE SHEATHING DETAILS SITE INSTALLED 3/8" LAG SCREWS STAGGERED FROM SIDE TO SIDE ROOF SHEATHING DETAIL AT 48" O.C. MAX. LAG SCREWS MUST PENETRATE 1 3/4" MINIMUM INTO ADJACENT MODULE RIM JOIST, HEADERS HEADER 2-2x4 SYP #2 2-2x4 SYP #2 36 112" X SILL PLATE 72 1/2" 2x SYP #2 z MAX. g 38x82 00 I *CRIPPLE STUDS 2x SYP #2 AT 16" D.C. LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THEM Id S p a c e FLORIDA MANUFACTURED BUILDING RIDGE BEAM ACT OF 1979 CONSTRUCTION CODES DOOR FRAMING WINDOW FRAMING AND ADHERE TO THE FOLLOWING /� R o D Z IA T / A3 LAYERS 3/4"x 24" TEC LAM LvL CRITERIA: JOHN A B 2529 CENTRAL AVE RIDGE BEAM BOTH UNITS CONST. TYPE VI SEE SPAN CHART IN OCCUPANCY B r �� r T SAINT PETERSBURG, FLORIDA 33713 APPROVED STRUCTURAL ARCHI r IJc r AAA FLORIDA LICENSE #AR0005065 PACKAGE ALLOWABLE # , _ TEC-LAM Fb = 2850 PSI GENERAL CROSS SECTION NOTES DESIGN CRITERIA WIND LVELOCITY 146 , .. . I. 2730 12TH STREET SOUTH MDS001358 SAINT PETERS6URG. FLORIDA 33705 RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN FIRE RATING OF LISTING AGENCY PHONE ;y727-898-6004 BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER EXTERIOR WALLS 0 COLUMNS TO EXTERIOR FACE OF ENDWALL, 1, UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC PLAN NO. MDS007358 DATE SCALE QUOTE =SER, N0. MULTIPLE UNITS ARE TO BE GLUED & NAILED TOGETHER 2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1 FLOOR LOAD 50 PSF LL ALLOWABLE 02/19/2013 -NTS- MDS0073 TO ACT AS ONE UNIT. FLOOR LOAD 10 PSF DL INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER 5/16" = 60 KSI MINIMUM FLOOR LOAD 50/100 WIND LOAD 146 MPH APPROVAL DATE 02/19/2013 602119,12013 SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE 3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING ROOF: 30 PSF LL OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND LOCATI ONS, ORIENTATIONS, AND SPECIFICATIONS. MANUFACTURER PER DCA LETTER 6 - 16 GA.x 2 1/2" x 7/16" CROWN STAPLES, 4, SEE FBC TABLE 2324,1 FOR FASTENING REQUIREMENTS ROOF 10 PSF DL APPROVED FOR HIGH VELOCITY NOT OUTLINED ON THIS PAGE. WIND ZONE YES SEE STRUCTURAL PKG FOR ALTERNATE 3 LAYER EXP. 1 STRUCTURAL 1 5, ALL STRAPS SHALL BE GALVANIZED WITH A CURRENT PRODUCT SIZE CODE TYPE USE L LCHEMD REV. APPROVAL # PAGE 5 PLY-5 LAYER 48/24 BEAM EACH HALF CONTROL APPROVAL M•D•S. PER PRINT 2001 FBC VI B S MDS007358 3 OF 4 *** OVERTURNING AND SLIDING *** 24" MIN. 24" MIN, WIND PER ASCE 7-10 psi:=1b/in squ. (� 32" MAX. 32° MAX 24" MIN, PLF:=1b/ft psf:=ib/ft squ, *** VARIABLES *** 32" MAX, BUILDING WIDTH 8*.=35.0 ft, OVERHANG LENGTH OL,=2.in, �— P.T. 2x8 SHIMS TYP, OUTRIGGER ROOF DEAD LOAD RD:=8 PSF, FLOOR DEAD LOAD FD:=B PSF. WALL DEAD LOAD WD:=5 PSF 4"x8"x16" CAP BLOCK OUTRIGGER EN �- EXTERIOR SIDEWALL WALL HEIGTH WH:=10.0 ft, HEADER INCLUDES TRUSS HEAL AND FLOOR IMPORTANCE FACTOR 1:=1.0 TYP, HURRICANE NO. OF MODULES NM:=3 TYP. HURRICANE MAX BUILDING LENGTH BL:=60'-O" 8"x8"x16" CMU'S STRAP STRAP PARA, TO I-BEAM 18" MIN. HEIGHT 45' EXPOSURE CATAGORY = C WIND SPEED IN MPH V:=175 34" MAX. HEIGHT FRAME TIE-DOWN STRAP VELOCITY PRESSURE Exp: KZ:=0.85 TYP, GROUND 16 TYP, GROUND TO BOTTOM OF / TOPOGRAPHIC FACTOR, Kzt = 1,0 ANCHOR ANCHOR FLOOR JOIST *** COEFFICIENTS *** oo TYP, GROUND INTERNAL GCpi:=0.18 ANCHOR WINDWARD WALL WWCp:=0.53 WINDWARD ROOF WRCp:=0.69 4"x8"x16" PADS LEEWARD ROOF LRCp:=0.48 LEEWARD WALL LWCp:=0,43 32" STAGGERED AS SHOWN 16 OVERHANG OCp:=0,8 WIND DIRECTION FACTOR: Kd: = 0.85 SECTION C - C SECTION D - D VELOCITY PRESSURE EXP.: Kz: = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 MAX. ROOF PITCH ANGLE AT SIDEWALL (DEG) RA = 5 SECTION B - B DISTANCE FROM BUILDING CENTERLINE TO TIE DOWN, SIDEWALL TYP OVERTURNING POINT A:=14,83ft. ISOLATED PIER TIE-DOWN AT MATELINE K ENDWALL PIER TIE-DOWN AT MATELINE �Dl DISTANCE FROM TURNING POINT TO TIE DOWN STRAPPING 6:=29.67 ft. FDI �Dl TIE DOWN STRAP WORKING CAPACITY:=FTD=3150 lb. (4,725 lb, ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.) ANGLE BETWEEN TIE DOWN STRAP AND GROUND TA:=45 DEGREES NO. OF VERTICAL STRAPS AT MATELINE VS:=0' 60'-0" _ VERTICAL TIE DOWN STRAPPING WORKING VERTICAL 4x8x16" CAP BLOCK CAPACITY VTD:=3150 lb ' *** OVERTURNING *** 7'-8" TYP, WIND PRESSURE 0:=0,00256 Kd.Kz.Kzt.l (IV)squ.PSF 8'-0" MAX. WINDWARD WALL WW:=WWCp 2'-0" WINDWARD ROOF WR:=WRCp - GCpi �'1 8"x8"x16" LEEWARD ROOF LR:=LRCp - GCpi — — — — — — — — LEEWARD WALL LW:=LWCp F T, T F.T, �— F.T, F.T. F.T. — F.T. F.T, F. — F.T. F.T, F.T, �- F.T. F.7. CONCRETE MASONRY UNITS WINDWARD OVERHANG WOH:=WRCp - OCp LEEWARD OVERHANG LOH:=LRCp - OCp RH = 0.5.BW.ton(RA.deg) HLw: =(WW-LW).q.WH HLr: =(WR-LR),q.RH — f— � HLrI: =if[(HLr < O.plf),O.pif,HLr] L u L u L u L I u L L j L u A L , A L u 0Th:= HLw.(WH.0.5)+ HLr{.(WH+RH,0,5) 4"x16 R - PAD OTv:=-WR.q(BW.0.5).[A+(BW.0,25)]+-LR,q(BW.0,5),[A-(BW.0.25)] OR - OL BIN OL � I I (2)-4 x8"x16'" PADS OToh:- [EIW_ + A + -- q OL WOH + -- - A + q OL - LOH ( w 45"-�0' Z5r='o- 2 2 [2 2 � OTd:= (RD + FD) BW A + WD WH 2 A , 58-0 rr �r � �r��, �r � r � 2 °r CRIMP STRAP WITH A LISTED STRAP CRIME A PERIMETER PIER IN CORNERS AND ALONG I BEAMS [VTD V51 (NM - 1) A] L 2-1 L! L1�1 11�J Lam! Lm —I ' I OR PRE MANUFACTURED CONNECTOR FDI OTvs:=------BL------- NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN OTh + OTv tOToh - (OTd,0,6) - OTvs — — — — — — — — — — — — — — D 0 SEE SECTION A-A BELOW FOR OPTIONAL ABS PADS VL:= ------------------------ VL=386.65pif 45 B VL1:= f[(VL < 1 Op f),1,Opif,VL] VLI=386.66pif — i _ _� — I — I — — 1 —I FRAME TIE-DOWN STRAP �-- ' — MAY BE INSTALLED ABOVE OR L j — L LLiu LL�1� L�J �'�'�— emu~ L� C K BELOW I-BEAM 4"x8"x16" CAP BLOCK * * SLIDING *** w FDI FDI uOWNWARD REACTION: 'AKING MOMENTS AT WINDWARD -BEAM w cla „_4• ow 4s'-�o• zs'-+o �— 8'x8'x16' Z CONCRETE MASONRY UNITS -- [OTr + OTD - OToh +[LR.q.(BW.0,5),[A+(BW.0.25)]] + [V q(BW.0.5). [A-(BW.0.25)]]] w 58'-0" 2'-0" -------------------------------------------------------- N �� 7-� �, p�-� DR1:= if[(DR < Oplf),Oplf, DR] DR1:= Oplf r B DR2:= i f[(VL < Oplf), VL Oplf)] DR2:=Oplf a — — — — — — C CD I w �r P.T. 2x8 SHIMS DR3:= DR1 + DR2 DR3:= Oplf `� B tLL— 2 �1� DR4:= if[( DR3 < Oplf),Oplf , DR3] DR4:=Oplf r I r r r r r r r r STAGGER 4"x8%16" ISOLATED PIERS DR5:= if[( NM < 2),Oplf , DR4] DR5:= Oplf 1 I — — I�— — i — — -+ — ��-' —I�-' — - I 4'x8"x16" CAP BLOCK CONCRETE UNITS ® MATELINE Fu;= if[(0.2,DR5 < 25p1f),0.2,DR5.,25p1f] FU =' Oplf C J AS SHOWN 8"x8'"x16" CMU'S HL;=HLw + HLrI -Fu HL:=399.51 pif Go I FDI FDI I HL1:= if[( HL < 1,0 PLF) ,1.0 PLF, HL)] HL1:=399.51pIf W C HEAVY LOAD PIER AT MATE LINE — *** SUMMARY *** r r r r r r r r ~ r 4"x16"x16" PAD l �_ _ _ I _ _ NOTE: CONCRETE LIN14TS MAY BE A COMBINATION OF 4'" X 8' X 16", AND 4" X 16" X 16" UNITS STRAP VERTICAL CAPACITY I 1 — I I —� I — I I I I —I��L��7 I I 16" VC:=FTD sin(TA DEG) VC= 2227.39 lb J� { ABS PAD OPTIONAL STRAP HORIZONTAL CAPACITY IN LIEU OF HC:=FTD cos(TA DEG) HC= 2227,39 lb FT a F1 - - F_T_ Z_T, F J - - F , F r, F-r - -F,T. Fes. - -F.T F_.z 4x16 CONCRETE PAD VC F 2'-0" SECT 0 N A— A MODEL # SPA 264-1 OR 4148-5 ssw= ---- Ssv = 4.76 ft A FDI VL1 FDI HC SSh:= ---- SSh = 4.58 ft HL1 60'-0" 1,000 LB SOIL 1500ALB PSOR LOADS 0 0 IN LB SOIL BASED ON SOIL SOIL 0 0 I FRAME TIES ss:= it[(ssv < ssn),ssv,ssh] o *�* MAXIMUM TIE DOWN SPACING *** SO L 2,500 LB SO L 3, 0 LB SOIL REMARKS v SS=4.58 ft. 1,780 2,670 3,560 4,450 5,340 MAX 5,340 F. T, FASTENED TO a J � GROUND ANCHOR � N V � J W W Z 0 Q c 00 ANCHOR TO BE INSTALLED IN ACCORDANCE WITH IT,S LISTING AND TIE—DOWN ENGINEERING TEST REPORT PROPOSAL #39 THE ULTIMATE CAPACITY IS 5,100# PER ANCHOR > 4,725## OK NOTE.. STRAP SPACING MAY VARY DUE TO SITE CONDITIONS (; ModSpace N 0 TE: STRAP SPACING 4 '- 7" 0. C. MAX, FIELD CONDITIONS WITH DRY STACK PIERS JOHN A . B o D Z IAK 2529 CENTRAL AVE FRAME TIES ONLY N 0 0 VER ROOF GREATER THAN 34 SHALL REQUIRE FOUNDATIONS TO BE ENGINEERED SAINT PETERSBURG' FLORIDA 3371/3 BEYOND THIS APPROVAL, tR C H 1 C T CI ] FLORIDA LICENSE #AR0005065 STRAPS REQUIRED. SEE DETAIL F- FD1 MAXIMUM WIND SPEED 175 MPH, ASCE-7-10 M.D.S. 2730 12TH STREET SOUTH 5 ALL TIE FIRST STRAP FROM END WALLS NOT TO EXCEED 2 )- 4 �r CAPACITYD�D SHALOLRBESNSTALLED IN IACCORDAN E WITH LISTING AGENCY SAINT PETERSBURG, FLORIDA 33705 M D S00 7 3 PHONE /J727-898-6004 NOUN A I N NOTES: 5, IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY THEIR APPROVAL DATE SCALE QUOTE SER. NO, 1 TIE-DOWN STRAPS TO BE 1-1/4" X ,035 GALVANIZED STEEL FEDERAL SPECIFICATION TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC, ARE REMOVED FROM UNDER THE BUILDING,(FOOTING) NOTE- 02/19/2013 —N TS— MDS007358 QOS-781-H TYPE-1 FINISH-B GRADE-1. TIE-DOWN STRAPS AND CONNECTING AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED. OVERALL WIDTH DIMENSION IS NOMINAL AND HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I-BEAM AND THE TOP IS BASED ON UNIT WIDTH x NUMBER OF UNITS. LISTED ANCHORS TO HAVE 3,125# MINIMUM WORKING LOAD CAPACITY. OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, ACTUAL OVERALL WIDTH MAY INCREASE DUE TO 2 SEE ABOVE 17OUNDATION LAYOUT FOR TIE-DOWN STRAP SPACING, AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE TO REMOVE CLOSE-UP MATERIAL, AND / OR 02/19/2013 3. A�� PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16° OTHER FACTORS THAT ARE BEYOND THE �ONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. BEARING PRIOR TO ADDING THE SHIMS. CONTROL OF BUILDING MANUFACTURER SIZE CODE TYPE USE 04ECnO BY REV. APPROVAL # PAGE 4 MINIMUM SOIL BEARING CAPACITY IS 2000 PSF TO BE VERIFIED BY BUILDING'S OWNER. 7, NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK, PER PRINT FBC 2010 V ALL MDS MDS007358 4 OF 4 OPTION: THRESHOLD FLASHING '\ 5'-5" OPTION: THRESHOLD FLASHING 5-5 TO FILL GAP -ATTACH WITS / \ 3011 1°0 FILL GAP -ATTACH WITS W/(4) #1 QX1 112'° SCREWS / ABO E EXTERIOR W/(4) #10X1 112"° SCREWS- __ , _ EXISTING STRUCTURE GRAPE - -_- 30 EXISTING- --- - + _ ,, ABOVE EXTERIOR NEW MODULAR DECK- j --_,--F 30 EXISTING STRUCTURE GRADE TYPICAL ANGLE BRACING ABOVE EXTERIOR NEW MODULAR DECK- 30 I� 1 1/4'° X 1 1/4" X 1i8'° - -- C 3X5 GRA, E : All IE EXTERIOR --------- to TYPICAL. ANGLE BRACING P.T 2 X 8 - ---- �, 1 1/4" X 1 1/4" X 118' GR E DECKING - --- D Ln FASTEN RAILING AT EACH A100 D a_____ C 3X5 , P.T. 2 X 8 I TUBE 2 " X 2" X 1/4" HANDRAIL----_, � DECKING FASTEtd RAILING AT EACH \ A100 TUBE 2" X 2" X 114" STEEL ter' LEG �. -- - -- _ - a ,-- C 3 X 5..._...... - - /_� _._H R ......_. . -,_ a z� _-- o X \ HR HR' C 3 5 �„X4,xiy4t STEEL }°LATE w r __ ! C 3X5 ` DIAiTER HOLE ------------- -- ------------ - ----------- ------- -------------=�_-_� rCC p t118•POU)a 9T 'AP. 2X2 TUBE r C 3X5 ` *HR 'r� II. 2X2 TUBE MAX. SLOPE 1:1.2 (T PICAL)- 2X2 TUBE 'I HR i i�i i� 1:20 FOR PRE K FACILITIES �n r` oil 2X2 TUBE MAX. SLOPE 1:12 PI AL) = -71 !� �r ; HR--� HR ��; t 1 & 1.20 FOR PRE K �4CILITIES �V;_6„-- I I I 1 ... .._._... i.. .. ---' --------_ .il; _.._.._._. __. ~ - --- - - -- C 3X5 - -- - -...-_ . .__-.__...._---- --- .... .. , .. �_------------ _----- - ------- ------- ------------_ - - ------------------ ------------------ ', II o - ---- - -- " pI p-- HR--/' _.. HR TYPICAL TIE DOWN - HR-_ I C 3X5 HR ;---.---- . HR 1 HR -- T PaCAL TIE DAWN HR PER DETAIL r , 1 bi' A100 i n I i " �� I 2 C - - PER DETA L AT 12 t O. - 1 60 I 60 60 60 60 O - I �� C 3 X 5 � `7' 2X2 TUBE I� � _._- --�----- --- _.____-- ._.--- - - ,� =' Cn v 1 -6 EACH SIDE - - ---- -- _ ._ A1Q0 AT 12 (_) O.C. c , _ EACH SIDE I I TYPI AL RAMP ECTI N MvC� IN T I 6 0 C S 0 6 0 SEC IONS HR HR `� 4" X 318"" LAG SCREWS _ _ _ _.__ .._ ...... 4 -_.._.---- _ _ TO FASTEN TO BUILDING- BOTTOM LANDING SITE, 4" X 3/8" LAG SCREWS C 3X5 BOTTOM LANDING SITE, OPTION: 18" TURN BUCKLE INSTALLED BY OTHERS TO FASTEN TO BUILDING- HANDRAIL `D INSTALLED BY OTHERS TO FASTEN TO FRAME q B OPTION: 18" TURN BUCKLE __. ___ ......_ OF MODULAR INSTEAD A100 A100 TO FASTEN TO FRAME j 6'-0 6'-0" 6'-0" 1' 6" OF ANCHORS OF MODULAR INSTEAD REVISIONS TOE-RAIL �j 3116 4 11 -2012 -63x5 GC�tNE'TO-, C3X5 -TACK tUELD - TTRAArG_TiON TREA' ��" ��'� n✓EL�3II�EUTALL .� 2"X4'X�q"&T+rF-L F'L+ATL� w/ t-as 514lc"'F WOIE q, --119"Ill FOR TIE-LO4PI TIE-Dol STR.Ar% r- " ANGWOR :,... -SWIVEL/61DEUlALL c.QNNECTa� � ��' r /� it 4l GALVA141ZED / TIE- C3U.�I STRAP. D "`rY Cx6 4 .C7 - T - a�i .- m - 2 SAFETY FACTOR IE �' ,�� 4725 LIBS. - ULTIMiATE' LOAD 5 LE3 - LII'T LCIATI O 31 0 S. UP 4A SoILt `° EMBEDMENT LENGTH : 33 IN. TYPICAL GRC�7tiD -� J AN R H i 7 � TIE- DOWN PLATE DETAIILS A100 LJ z - - < G LATFORM OF ANCHORS DESIGN CRITERIA PLAN OF LANDING AN � RAMP LENGTH T ' HANDICAP 1)ABC 9TH ED.STEEL MANUAL TUBE =6 x 2 x 114.(Sx=4,6 in3) ,5 Y SCALE 1/4" = V-0" NOT TO EXCEED 36'-0" 1" X 2" TUBE L� GUARDRAIL GA �n1 TUBE 2" X2" X1/4" 2 X1/4 B or C � 11 - - �24X TUBE POST �i- 2 1 1/2" PIPE HANDRAIL �` 100 PSF 3/8" BAR X 14 GA c0 cl LL. O NOTE: a. O 3116 1. CROSS SLOPE OF RAMP SERVICE O �- 3116 SHALL BE NO GREATER THAN 1 :50 Q --1 0 1" X 2" TUBE (TYP) 2. P.T. 2 X 8 X V PADS MAY B�� USED 0 00: _ IN LIEU OF THE ABS PADS SHOWN u- "' CL 0 N 3116 3/16 -' �- CL v'I t 3/4" X 3/4" ROD 14 GA. P=PN3/4(GCPF)(GCP)7/8 (B)TB 2 X 2 X 1/4 Fy=46 KSI GCPF= .69 W AT 4" O.C. O 0 Cv N C 3 X 5 L' 1-1/2" ANGLE EDGE 2 X 8 P.T. DECKING FASTENED 1 PROTECTION w r, O TO 2 X 2 TUBE W/ 14 TEK RAMP DL=6 PSF z Q SCREWS TWO PER BOARD � rI z W L� m HANDRAIL NET UPLIFT 1 Q w _ swill 2" X 2" X 1/4" TUBE fb= 875x12 = 1.14 KSI EARTH ANCHORS WILL BE SPACED AT 12'-0" AND UPLIFT IN ANCHORS=62.7 X 12 X 2.5=1880# WELDED TO C 3 X 5 BEYOND a .766 i OK Q � z _n pC `n n 2" x2" X1/4" I ABS PAD BASE OR� TUBE 3/16 3/16 P.T. 2 X 8 X V PAD J 3/16 3116 S"", ELol` T 1 IWO` N rA SCALE: 3/4" = V-0" A100 HANDRAIL EXTENSION (TYP. 318" BAR X 14 GA / BOTH SIDES STEP AND RAMP) GUARDRAIL \, WELDED BACK TO 2 X 2 TUBE 2" X 2" X1/4" ; / 1" X2" TUBE 14 GA TUBE POST 1„ 1" X 2" TUBE 14 GA TUBE 2" X 2" 12 GA. 11.. ' � 1 2 %'-2 �- 1 1/2" PIPE HANDRAIL 1 112" PIPE HANDRAIL w I LU Q N 3/16 3/16 1" X 2" TUBE (TYP.) 3/16 3116 _- 3/4" X 3/4" ROD 14 GA. AT 4" O.C. C 3 X 5 N 3/8" BAR X 14 GA 2" X 2" X 1/4" TUBE POST - a Q J � Q LL - M a w M O0 a � p m ti 0 ~ w J CO < _ Ww Q 1/2" X 1 1/2" X 1/4" 'UBING ---�� 3116 3/16 1" X 2" TUBE (TYP.) - 3/16 3116 3/4" X 3/4" ROD 14 GA. AT 4" O.C. C 3 X 5 \ 1 1/2" ANGLE \ 3/16 3/16 EDGE PROTECTION 2" X 2" X 1/4" TUBE POST 1 1/2" X 1 112" X 1/4" TUBING ABS PAD BASE OR P.T. 2 X 8 X 1' PAD � t SCALE: 3/4" = 1'- 0" 3/16 3116 2"X 2" X 114" TUBE POST- ABS PAD BASE OR P.T. 2 X 8 X V PAD' y ` 4)STRUOCTURAESSTEIEL A-36 FD Y=36 KSICITION h1- a2X5- 1489 pcf 2)FLORIDA BUILDING CODE 2010 Y 0" I---- I - �- >� Kf! CAI 51 STRUCTURAL TUBING ASTM A500,GRADE B,FY=46 KSI 8 °, t» SCALE 114"=1'-0" -- 6)RAMP AND LANDING LL=100 PSI ft= 1 89x12 ., DL=PLANKS=40 PSF le GUARDRAIL 1 X 2 TUBE 14 GA �TUBE2" X2 " X1/4" 1 7-1 1/2" PIPE HANDRAIL 3/8" BAR X 14 GA NtAK bIUL AND FAR SIDE "TFr-4.ANGLE 5RAll I!1 X I V#'X.VS` 3116 3116 " X 2" TUBE (TYP.) .;'47_ - 1 r� �`�rI �I' ��P SIDE ELEVATION &voZV#r NOT TO SCALE 3116 3/16 NTT, 1, DeV0,1 LIVE LOAD * 100 P5F 3/4" X 3/4" ROD 14 GA. a r• lLOA Ws�ICAT D III$ECTIO �4.2 1.1-"1.11 OF AT 4" O.C. Y FLORPABUILID CODE - 2001 3. ' Gi Pkril! N 15 60 AS TO MVEW A 4"SPI FPF FROM PAS°�8�+TWROUGN C 3 X 5 4.- Ill 2'na''O PAP6_MAY BE UBED IN 0I Oa•THE A5$FADS 6HOI:N. STEEL=50 PSF 4,6 -4.a KSI W, MIS= 10 PSF fb=49x4= 19.6 KSI PLATFORM OK L� DESIGN LOADS 4. �n1 170 MPH Q B or C IMPORTANCE FACTOR: LL INTERNAL PRESSURE COEF, NA LL zo O 100 PSF - c0 cl LL. O c0 II O O M I O �- 0 LL 0 r w I LU Q N 3/16 3/16 1" X 2" TUBE (TYP.) 3/16 3116 _- 3/4" X 3/4" ROD 14 GA. AT 4" O.C. C 3 X 5 N 3/8" BAR X 14 GA 2" X 2" X 1/4" TUBE POST - a Q J � Q LL - M a w M O0 a � p m ti 0 ~ w J CO < _ Ww Q 1/2" X 1 1/2" X 1/4" 'UBING ---�� 3116 3/16 1" X 2" TUBE (TYP.) - 3/16 3116 3/4" X 3/4" ROD 14 GA. AT 4" O.C. C 3 X 5 \ 1 1/2" ANGLE \ 3/16 3/16 EDGE PROTECTION 2" X 2" X 1/4" TUBE POST 1 1/2" X 1 112" X 1/4" TUBING ABS PAD BASE OR P.T. 2 X 8 X 1' PAD � t SCALE: 3/4" = 1'- 0" 3/16 3116 2"X 2" X 114" TUBE POST- ABS PAD BASE OR P.T. 2 X 8 X V PAD' y ` 4)STRUOCTURAESSTEIEL A-36 FD Y=36 KSICITION h1- a2X5- 1489 pcf 2)FLORIDA BUILDING CODE 2010 Y 0" I---- I - �- >� Kf! CAI 51 STRUCTURAL TUBING ASTM A500,GRADE B,FY=46 KSI 8 °, t» SCALE 114"=1'-0" -- 6)RAMP AND LANDING LL=100 PSI ft= 1 89x12 ., DL=PLANKS=40 PSF le GUARDRAIL 1 X 2 TUBE 14 GA �TUBE2" X2 " X1/4" 1 7-1 1/2" PIPE HANDRAIL 3/8" BAR X 14 GA NtAK bIUL AND FAR SIDE "TFr-4.ANGLE 5RAll I!1 X I V#'X.VS` 3116 3116 " X 2" TUBE (TYP.) .;'47_ - 1 r� �`�rI �I' ��P SIDE ELEVATION &voZV#r NOT TO SCALE 3116 3/16 NTT, 1, DeV0,1 LIVE LOAD * 100 P5F 3/4" X 3/4" ROD 14 GA. a r• lLOA Ws�ICAT D III$ECTIO �4.2 1.1-"1.11 OF AT 4" O.C. Y FLORPABUILID CODE - 2001 3. ' Gi Pkril! N 15 60 AS TO MVEW A 4"SPI FPF FROM PAS°�8�+TWROUGN C 3 X 5 4.- Ill 2'na''O PAP6_MAY BE UBED IN 0I Oa•THE A5$FADS 6HOI:N. STEEL=50 PSF 4,6 -4.a KSI W, MIS= 10 PSF fb=49x4= 19.6 KSI PLATFORM OK L� DESIGN LOADS 10.0 PSF RAMP: DADE COUNTY SCE 7-98 �n1 170 MPH RAMP WIDTH=5'-0" LL= 100 PSF TB BASIC WIND SPEED 170 `1 P.H 2 X2X1!4 " B or C IMPORTANCE FACTOR: < EXPOSURE B o'C SATEGOP,Y W= 100 PSF INTERNAL PRESSURE COEF, NA RAMP LIVE LOAD: 100 PSF F=0.00256KZKZT D 'I I:.Jf ' 1 = 1.0 110X12 = 2,0 KFT K7_T 1 0 K = 85 ui C �= z 8 X 1000 KZ= ' 03 0 2" m r 2" (A)C3X5 Fg= 36 KSI F=0.00256X.85X 85X 1-C2X1.0 fb= 2.0x12 =21 4 KSI 00 1.12 N F=53.5 PSF P t < P=PN3/4(GCPF)(GCP)7/8 (B)TB 2 X 2 X 1/4 Fy=46 KSI GCPF= .69 W L%1 f