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303 Atlantic Blvd WALK IN COOLER DWG DESIGN CRITERIA NIND LOAD REVISIONS BY LOCATION. JACKSONVILLE, FLORIDA I. BASIC WIND SPEED 130 M.P.H. EXISTIN I DESIGN CODE 2010 EDITION F THE FLORIDA BUILDING CODE -' 2: WIND IMPORTANCE FACTOR .0 � N 0 3. WIND EXPOSURE CATEGORY B / DESIGN LOADS: 4. INTERNAL PRESSURE COEFFICIENT T +.18 18 -5 � ROOF LOADING ING (cd .2 5 5. COMPONENT CLADDING WINDLOADSS LBS / 5Q .FT. FT. _ AI J T FNTCOFFFICIFNTS I,00 s �IGNT ANP FXpOSUI� PJ2 LIS M � LIVE LOAD 20 P f N FFFFCfIVF WIMP AP\FA Ft; 5a QUICK WALL GENERAL NOTES O 20 5o 100 9 = Lo PRODUCTS AND MATERIALS pooF -I _ I COMER I 105 -259 10,0 -25;2 10,0 -24,�h 10 0 23.7 � �� / \ EXIST. SLAB 70 AW300- AS PRODUCED BY THE METAL PANELS KINGSPAN I REMAIN OR EQUAL EFFECTIVE PROPERTIES 3 - - EXIST. I (SEE PLAN) 2 & 105 X13,5 10,0. 38,8 10,0 32;� 10,0 28,1 � l GRADE \ LIGHT GUAGE CLIPS, PLATES, AND SIMILAR ACCESSORIES WALL - ARE SIZE AND THICKNESS SHOWN IN THE DRAWINGS. --� (Fy=33 'KSI, MINIMUM, . UNLESS OTHERWISE NOTED). 4 259 28,1 24.7 -269 232 -25,4 22,0 24,2 I3'-s" a'-qll _71I z FASTENERS C C 526,9H< o ASTENERS 259 -54.7 243 -32,4 23,2 29 3 22,0 C 00 ANS N� LIGHT GUAGE METAL TO LIGHT GUAGE METAL I DETAIL FLOOR PLAN L G T G G p00F OV �NANG 10 20 50 100 II '— z Naz A-I SCALE: I I/2 - I -O SCALE: I/4 - I D ip ao,g(i #8-18 TEKS BY ITW BUILDER OR APPROVED EQUAL -�Y,3 -36,7 -35.2 35;1 x P MINOR RIB fhALE LEG-----\ COLD SIDE FEMALE POCKET" LIGHT GUAGE METAL TO CONCRETE INTERIOR FACE �t� -61.5 -30,8 -1V,6 a 0.145x1 /2' LONG X-DNI POWDER ACTUTED FASTENERS X18;3 BY HILT -0 _ _ _ x I APPROVED EQUAL: DETAIL 300 A SERIES PANEL R NOTFS SCALE: 3" = 1'-0" EXTERIOR FACE . AZTECo THESE DRAWINGS ARE FOR PLACEMENT OF INSULATED i, FP\�FFFCfIVF AP\FA5 I UTWFFN TH05F 61VFN ABOVE THF LOAP MAY I' � 42" COVERAGE (1,067mm) - - - - PANELS ONLY. ALL OTHER `INFORMATION NOTED IS FOR - - I REFERENCE ONLY: NtF\FOLAtP CYTHF PF516NFp. 01NFF\WI5F U5F TNF LOAV A55OCIAff P WITH 10 FEMALE POCKET MALE LEG TNF LOMP\ FFFFCfIVF AP\FA, \ "WARM" SIDE . . III. \ q) DETAIL WELDING OF LIGHT GUAGE STEEL IS NOT PERMITTED 2, 5CF FIGUpF5 FOP, LOCA110N OF ZONF5 \ 3 DETAIL L H ENGINEER. SCALE: 1/2 I o = WITHOUT PRIOR APPROVAL OF THE E G 3. PLUS ANP MINUS SIGNS SIGNIFY f't;F55Ut;F AC11NG TOWApn ANP AWAY \ A-I SCALE. 3 1'-0" FpOM TNF PUILPING 5UP\FACF5, \ IN O FRAMING SHALL NOT BE \ SPLICING AND: OR CUTTING OF G I ,0rl \ COLD SIDE a - � \ : PERMITTED UNLESS INDICATED IN THESE DRAWINGS. \ - 18 oz E CANVAS O GENEROUSLY V VRGE L � APPLIED NPI SON LASTIC° IICONNECTIONS - - ® - - _ ® p ® \ 111 211 NIGH-PERFORMANCE POLYEUROTHANE SEALANT USE #3-18 1 11211 LONG LOW PROFILE HEAD SCREWS FOR - EXCEPT NOTED - - - - - EX EP - METAL CONNECTIONSo 11 II M A O ET A L ET L T L \ io o�ez WARM SIDE ON PLANS AND DETAILS. — -- - - — ° �� �\ #5xI v2" TEK - - CEILING \ SCREW @ 12" O.C. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL A 4 DETAIL THAN THREE E EXPOSED THREADS. NOT BE LESS T TRE SEE DETAIL . . . . . . . . _vA.z � _ A-I SCALE: 3" = I'-0° A 3/411 (MIN.) CLEARANCE MUST BE MAINTAINED FROM �\ I I -IN IBoz. CANVAS OVER GENEROUSLY ALL EDGES OF THE STEEL THE STEEL MEMBERS IN #8xI N2�T K APPLIED NPI 50NOLASTIC SCREWS. A 3/4" MLN. ON CENTER SPACING SCREW @ 12" S, r r = - - HIGH-PERFORMANCE POLYEUROTHANE LOCATING ( ) i i SEALANT OVER 16 GA. ANGLE FLASHING #Sxi 1/2 TEK SCREW @ I2 WHI H I A ACH 00 AN MUST BE MAINTAINED BETWEEN ADJACENT SCREWS. I I C S TT ED TOC LER D r r O.C. AROUND ENTIRE EXIST. WALL W/ #8xl I/2" TEK I I PERIMETER OF CANVAS CAP " ALL SCREW RECOMMENDATIONS ARE BASED ON CCFSS SCREWS @ 12 O.C. AND ATTACH M r CANVAS W/ #Sxi 1/2 TEK"SCREW @ 12 TECHNICAL BULLETIN VOL. 2, NO. I WHICH OUTLINES THE WALL i C.C. AT ALL POINTS OF CONNECTION N PROPOSED AIS SPECIFICATION PROVISIONS FOR SCREW I BETWEEN COOLER AND BUILDING , N CONNECTIONS AND ALLOWABLE SCREW SHEAR STRENGTH VALUES -PUBLISHED BY BUILDER COMPASS AND GRABBER. Q M � II CEILING SUPPLEMENTARY NOTES 1.4 M EXISTING N w IM-,-^' THE ARCHITECT SHALL NOT HAVE CONTROL OR BE w RESPONSIBLE FOR CONSTRUCTION MEANS,- METHODS, 5 DETAIL @ COOLER CEILING WALL N U TECHNIQUES, PROCEDURES, OR SEQUENCES FOR THE A-I SCALE: 3" _ 1'-0" I r a ~ ACTS OR OMISSIONS_OF THE CONTRACTOR, OR ANY W OTHER PERSONS PERFORMING THE WORK, OR FOR THE WALL I I a, _o pq FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ' r U ACCORDANCE WITH THE CONTRACT DOCUMENTS w �, U =� DETAIL C� z CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS DETAIL M METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES 6 CONNECTION TO BLDG . OF CONSTRUCTION. SCALE: 3/4" = 1'-O" / A-I SCALE: 3" = I'-0" o CONTRACTOR HAS SOLE RESPONSIBILITY FOR DESIGN j -- - - - - j 31 M I II 211 / ADEQUACY, AND SAFETY OF ERECTION, BRACING, I ESR I L / SHORING, AND TEMPORARY SUPPORTS. I I / 1 ALIGN"M W LADLES / 1 IN COOLER MIT FRAME CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH OUTSIDE CORNER TRIM / L J - - -- DETAIL ALL OSHA SAFETY REGULATIONS: WALL SEALANT (OPTIONAL- NOT BY KING5PAN) it ii 9GDA9FNNEi FANEI (INSTALL AFTER TEMP. PULL DOWN) SCALE: 311 I -O / 16 GA GALVANIZE�BASE ANGLE (3"x3" E = 3/4" PHIL. PAN HEAD I r I I / CONTINUOUS) FASTEN TO CONCRETE 4- 4, r — - - - T #Sxl I/2" T.K CV BUTYL SEALANT I i i i FOUNDATION Al 10.1450 xAIS P.A.F. ODECOMpLiANCS SCREW @ 12" 0 C. = i i i 1110 WASHER/@ 12 D.C. FASTEN T 16 GA GALVANIZED PLATE (6" CONTINUOUS) i I r/i PANEL �#Sxi 1/2 TEK @ 12 O.C. REVIEWED POR C 71C BEACH I ED. I z)R.r. 4 srnx PAILS FASTEN TO CONCRETE FOUNDATION W/ 0.145@ i i i / CITY OpM►Afs POR ADDITIONAL I UNIT I BENEATH COOLER MR x I" P.A.F. WITH I"0 WASHER @ 12" O.C. i I/i i / SEE I EMENTS AND CONDi710NS '! I In'"M A36 FASTEN TO PANEL W/ #5xl 1/2" TEK @ 12" O.C. I EXITING CONC. SLAB REQUIR L y THREADED ROD W NUTS t wnsNERs EA END: I O REMAIN 9A EXIST. GRADE (CONC.) L i AEVIEWEDBY: WALL a d a a a 96d A 6ERIEB PANEI. Q a :. .. SEALANT MARRIAGE BEAD Go DATE: TO VERTICAL PANEL JOINT G� 06/24/2015 t, BUTYL SEALANT (OPTIONAL) SCALE: DETAIL C� ROOF TOP o AS SHOWN DETAIL @ COOLER BASE mw DRAWN: COOLING UNITS 8 DEAI L q ,. ,> BGH SCALE: = I'=0" A-I SCALE: 311 = I'-0" A-I SCALE: I` 1'-0" A-I r•1u °. SHEET JE D ISE LLE R , ]P . E I 601 ` MULLIGAN 'WAY V, ST. AUGUSTINE, FLORIDA 32080 . (904) 461 -0281 OF SHEETS DESIGN CRITERIA WIND LOAD r REVISIONS BY / ASIC WIN `SPEED 130 M.P.N. EXISTIN FLORIDA B D JACKSONVILLE, LOCATION: DESIGN CODE: 2010 EDITION OF THE FLORIDA BUILDING CODE. -` 2: WIND IMPORTANCE FACTOR 1.0 3. WIND EXPOSURE CATEGORY B` / . +.18 -.I8 DESIGN LOADS: 4. INTERNAL PRESSURE COEFFICIENT 5 -- ROOF LOADING ING (cd .2 5 5. COMPONENT NT` � CLADDING WIND LOADSS LBS / 5Q .FT. FT. _ AI LIVE LOAD 20 pelf N SGHT ANP FXPOSUPE AIJUST SNTCOSSFICISNTS 1,00 ..: I; FFFFCI1VF WIMP AP\FA Ft, 5 a QUICK WALL GENERAL NOTES O 20 5o 100 9 p00F A-I —�\ Lo I C NEW PRODUCTS AND MATERIALS _ R I 1:05 25 9 10,0 25;2 10.0 24.4 10.0 23.7 � \ - / � EXIST. SLAB 70 AW300 AS PRODUCED BY THE METAL PANELS KINGSPAN I REMAIN I OR EQUAL EFFECTIVE PROPERTIES 2 & 3 105 43EXIST. (SEE PLAN) ,5 100. 388 10,0 32,E 10,0 28,1 � l GRADE LIGHT GUAGE CLIPS, PLATES, AND SIMILAR ACCESSORIES WALL (GONG.) \ ARE SIZE AND THICKNESS SHOWN IN THE DRAWINGS. - --� 4 25 9 28,1 24 Y -26,9 232 -25.4 2210 24.2 13'-s" a'-q" -�" 1 1111 (Fy=33 'KSI, MINIMUM, . UNLESS OTHERWISE NOTED). ' z z FASTENERS C C G o 5 259 ;54.7 243 -32,4 25.2 29.3 22,0 26,9 oti2 a` DETAIL FLOOR PLAN �� z LIGHT GUAGE METAL TO LIGHT GUAGE METAL poor 0=11H1 NG 10 20 50 100 hz,- A-I SCALE: I I/2" = I'-O" I _ I'-Olt C�1�0,2N�o #8-18 TEKS BY ITW BUILDEX OR `APPROVED EQUAL SCALE: v4" - 1 0w ���� -�Y3 -56.7 -35.2 35,1 coLU SIDE x � z�$� MINOR RIB fhALE LEG FEMALE POCKET Awe ° LIGHT GUAGE METAL TO CONCRETE INTERIOR FACE 61.5 X18,3 -30,8 -1�.6 a 0.1450x) 1/2' LONG X-DNI POWDER ACTUTED FASTENERS _ x _ 300 A SERIES PANEL BY HILTI -0R APPROVED ..EQUAL. DETAIL _ NOTSS SCALE: 3" = 1'-0„ _ EXTERIOR FACE AZTECo THESE' DRAWINGS ARE FOR PLACEMENT OF INSULATED i' 1 FOP\ FSSSCfIVF AP\SA513FTWSSN TH05F 61VFN A130VS TNS LOAP MAY - 42" COVERAGE (1,067mm) . . . . 'j PANELS ONLY. ALL OTHER `INFORMATION NOTED IS FOR _ REFERENCE ONLY: NtP\FOLAtP CYTHF PF516NFp. 011HSF\WI5F U5F TNS I,OAV A55OCIA P WITH 10 FEMALE POCKET MALE LEG THS LOMP\ FFSSCfIVF AP\FA, \ "WARM" SIDE In \ C N PERMITTED 2 DETAIL C WELDING OF LIGHT GUAGE STEEL IS NOT PER _ 2, 5CF FIGUpS'5 SOP, LOCA110N OF ZONS5, 3 DETA I L \ -oil i _ SCALE. I I/2 I 0 " � A OF THE ENGINEER. AI WITHOUT PRIOR APPROVAL G 3, PLUS ANn MINUS SIGNS SIGNIFY f't;S55UtS AC11NG TOWApn ANt7 AWAY \ A-I SCALE: 3 = I -o FPOM THF 6UILPIN6 5UP\FACF5, \ AN OR CUTTING OF FRAMING SHALL NOT BE \ SPLICING D. G I rI \ -0 COLD SIDE \ : DRAWINGS. PERMITTED UNLESS INDICATED IN THESE \ - 18 oz E CANVAS O GENEROUSLY V VRGE CONNECTIONS ° - - - = ° �. �� \ 311 APPLIED NPI ANOLASTIC 01 ® o ® \ III 211 HIGH-PERFORMANCE POLYEUROTHANE SEALANT USE #8-I81 1 11211 LONG, LOW PROFILE HEAD SCREWS FOR A NOTED EXCEPT S TE _ 11 II EX EP METAL CONNECTIONSo A L METAL TO ET L \ - © p p � o io o�ez WARM SIDE ON PLANS AND DETAILS. — - - a �� �\ #axl v2" TEK © \ CEILING \ SCREW @ 12" O.C. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL C AI NOT BE LESS THAN THREE EXPOSED THREADS. 0 SEE DETAIL _ SCALE: 3" = I'-0° WA-2 _ A 3/411 (MIN.) CLEARANCE MUST BE MAINTAINED FROMUft -�N l8oz. cANvas OVER GENEROUSLY ALL EDGES OF THE STEEL THE STEEL MEMBERS IN EW I12�r K 1 1 _ HIGH-PERFORMANCES PED OLY�ROTH NIE. LOCATING SCREWS. A 3/4" MLN. ON CENTER SPACING SCREW @ Iz" to r r (MIN,) r r SEALANT OVER 16 GA. ANGLE FLASHING #5xi I/2 TEK SCREW @ 12 MAINTAINED BETWEEN ADJACENT SCREWS. i i WHICH IS ATTACHED TO COOLER AND l MUST BE I r r O.C. AROUND ENTIRE. I EXIST. WALL W/ #Sxl I/2" TEK i i ' PERIMETER OF CANVAS CAP ALL SCREW RECOMMENDATIONS ARE BASED ON CCFSS SCW/ # @ / O.C. AND ATTACH CANVAS W/ #Sxl J/2" TEK"SCREW @ 12" M TECHNICAL BULLETIN VOL. 2, NO. I WHICH OUTLINES THE WALL o.c. AT ALL POINTS OF CONNECTION N PROPOSED AIS SPECIFICATION PROVISIONS FOR SCREW I ; BETWEEN COOLER AND BUILDING • N CONNECTIONS AND ALLOWABLE SCREW SHEAR STRENGTH VALUES -PUBLISHED BY BUILDEX COMPASS AND GRABBER. Q M I NOTES SUPPLEMENTARY CEILING Nw .EXISTING THE ARCHITECT SHALL NOT HAVE CONTROL OR BE w RESPONSIBLE FOR CONSTRUCTION MEANS,- METHODS, 5 DETAIL @ COOLER CEILING r r WALL N v TECHNIQUES PROCEDURES OR SEQUENCES: FOR THE A-I SCALE: 3" = I'-o" r a ~ ACTS OR OMISSIONS_OF THE CONTRACTOR, OR ANY W OTHER` PERSONS PERFORMING THE WORK, OR FOR THE wALL I I a, FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN U u W l ' ' I•� ACCORDANCE WITH THE CONTRACT DOCUMENTS. c DETAIL C� z CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS DETAIL C M METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES 6 CONNECTION TO BLDG . OF CONSTRUCTION. SCALE: 3/4" = 1'-O" / A'=1 SCALE: 3" = I'-0" o CONTRACTOR HAS SOLE RESPONSIBILITY FOR DESIGN, j -- - - - j 3" I II 211 / ADEQUACY, AND SAFETY OF ERECTION, BRACING, I E�. I L SNORING, AND TEMPORARY SUPPORTS. IUNIT I / ALIGN RML"W/HOLES . . / I IN COOLER MIT FRAME CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ou7srDE CORNER TRIM / L J - - -- DETAIL ALL OSHA SAFETY REGULATIONS: w LL SEALANT (OPTIONAL- NOT BY KING5PAN) it it 9W A9FA�6 FANEl (INSTALL AFTER TEMP. PULL DOWN) SCALE. 3 I 0 / Ib GA GALVANIZE�BASE ANGLE (3"x3" " = 3/4" PHIL. PAN HEAD i r i i / CONTINUOUS) FASTEN TO CONCRETE 4- 4- IN — — — - — — — T #Sxl I/2" T.K IN BUTYL SEALANT i i i i FOUNDATION Al 10.1450 xAI" P.A.F. WITH ODE COMpLiANG� SCREW @ 12" O C. = i i i 1110 WASHER/@ 12 D.C. FASTEN T I6 GA GALVANIZED PLATE (6" CONTINUOUS) i i Vi PANEL �#axl 1/2 TEK @ 12 O.C. REVlEWE4 FOR C 71C BEACf( 54• I ,�P.T.MM 9YPup RAILS FASTEN TO CONCRETE FOUNDATION W/ 0.145@ i i i / CIN ORM►ATS pQR ADDITIONAL I OUNIT I BEMEATNCOOLER UNrc x I" P.A.F. WITH 1"0 WASHER @ 12" O.C. i i /i i / SEEI EMENTSANDCONDi710NS '! I In'GAM A36 FASTEN TO PANEL W/ #5xl 1/2" TEK @ 12" O.C. EXISTING CONC. SLAB REQt11R �y iwAREAosN�s ER°°A MD. s ' i i 0 REMAIN �DA EXIST. GRADE (CONC.) i i AEVIEWEDBY: WALL , a .a 1 WA SERHMPANEL RA SEALANT MARRIAGE BEAD Go DATE: TO VERTICAL PANEL JOINT G� 06/24/2015 t, BUTYL SEALANT (OPTIONAL) {�`` SCALE: DETAIL @ ROOF TOP o AS SHOWN AI q DETAIL @ COOLER BASE ''F DRAWN: COOLING UNITS a DET L _> BGH A-I SCALE: 314" = I'-0" A-I SCALE: 3" I'-0" A-1 SCALE: 1" I'-0" SHEET "_j 601 ` MULLIGAN 'WAY Ali _ ST. -AUGUSTINE, FLORIDA 32080 (904) 461 -0281 OF SHEETS DESIGN CRITERIA WIND LOAD r REVISIONS BY / EXISTIN LOCATION: JACKSONVILLE, FLORIDA 1. BASIC WIND SPEED 130 M.P.H. I l DESIGN CODE 2010 .EDITION OF THE FLORIDA BUILDING -CODE 2: W1.0IND IMPORTANCE FACTOR \ s 3. WIND EXPOSURE CATEGORY B ; \ ' I, DESIGN LOADS: 4. INTERNAL PRESSURE COEFFICIENT T +.18 .18 i 5 ROOF LOADING ING (cd_ .2 5 5; COMPONENT � CLADDING WIND LOADSS LBS / 5Q .FT. FT. AI J T �NTCOEEEICIENTS I,00 s SIGHT ANP FXpOSUIT PJ2 LIS M � LIVE LOAD 20 f N p fEE�CfIV� WIMP ApFA Et, 5a QUICK WALL GENERAL NOTES 20 5o 100 MATERIALS 10 q I� I A 5 p00� A-I I C NEW PRODUCTS AND TER L - A-I I 105 -259 10,0 -252 10.0 24.4 10;0 23,7 _ / \ EXIST. SLAB 70 AW300 AS PRODUCED BY THE METAL PANELS KINGSPAN REMAIN QUA EFFECTIVE PROPERTIES EXIST. I (SEE PLAN) ORE L 2 & 3 105 �I3,5 100. 388 IQ:O 32,V 10,0 28,1 � l GRADE \ (GONG.) LIGHT GUAGE CLIPS, PLATES, AND SIMILAR ACCESSORIES \ WALL - ARE SIZE AND THICKNESS SHOWN IN THE DRAWINGS. --� (Fy=33 'KSI, MINIMUM, UNLESS OTHERWISE NOTED). 4 25,9 28:1 24.7 -26,9 23,2 -25.A 22:0 24.2 I3'-s" a'-q" _711 cnz z FASTENERS C G 5 H< NERS 259 -54.1 243 32,4 23,2 29.3 22.0 269 00 AN �N2 LIGHT GUAGE METAL TO LIGHT GUAGE METAL I DETAIL FLOOR PLAN , 1 p00E OV �NANG 10 20 50 100 '_ II w h z,- #8-18 EKS BY ITW BUILDEX OR `APPROVED EQUAL A-I SCALE. I v2 I o I SCALE: v4 1'-0" b -�V 3 -36:7 -35.2 35,1 COLD SIDE x � I MINOR RIB fhALE LEG FEMALE POCKET AO �e ° LIGHT GUAGE METAL TO CONCRETE INTERIOR FACE _ _61 5 X18,3 -30,8 -1V:6 _ a 0.1450xl I/2„ LONG X DNI POWDER ACTUTED FASTENERS x BY HILTI -0R APPROVED EQUAL. DETAIL 300 A SERIES PANEL SCALE: 3” = 1'_0" _ NOTES EXTERIOR FACE THESE DRAWINGS ARE FOR PLACEMENT OF INSULATED AZTECo 1 FOP\ �FFECfIVF AP.EA5 I UTMl N THO5E 61VFN ABOVE THE LOAP MAY 42" COVERAGE (I,067mm) PANELS ONLY. ALL OTHER INFORMATION NOTED IS FOR - . REFERENCE ONLY: NtF\FOLAtP C Y THS PF516NFp, DTH�F\W15� U5� THS CDAV A55OCIA P WITH FEMALE POCKET MALE LEG WARM SIDE THE LOWEp �EEEC11V� AP,�A, \ ' I WELDINGOF LIGHT GUAGE STEEL IS NOT PERMITTED 2: SCS GUp ESEOp LOCATON OF ZONE5: DETAIL 3DETA L WITHOUT PRIOR APPROVAL OF THE ENGINEER. A-I SCALE: 11/2' = I'-o' T T 3. FLU5 ANP MINU5 516N5 516NIEY ppE55Up� AGING TOWAF\P ANP AWAY \ A-I SCALE: 3" r'-a" p UpEAC� , � 6UI�n NG 5 5 EOM TN I SPLICING AND. OR CUTTING OF FRAMING SHA LL NO T BE O1I \ COLD SIDE PERMITTED UNLESS INDICATED IN THESE DRAWINGS. \ — 18 oz CANVAS OVER GENEROUSLY 3 ® ® © \ I1 APPLIED NPI SONOLASTIC CONNECTIONS IO NS PERF RMANCE 0 111 211 01 HIGH - \ POLYEUROTHANE SEALANT i USE #8=181 I I/2 LONG,... LOW PROFILE NERD SCREWS FOR __. ® © © EXCEPT NOTED - - - - - EX EP '� _ ALL METAL TO METAL CONNECTIONSo � _ '� 'I L \ io o�ez WARM SIDE ON PLANS AND DETAILS. -- o — © — ° �\\ �\ #5xI v2" TEK y CEILING \ SCREW @ 12" O.C. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. SEE DETAIL ._ SCALE: 3" = I'-0" VA-2 \ _ A- A 3/411 (MIN.) CLEARANCE MUST BE MAINTAINED FROM �\ 1 , -1N IBoz. cANvas OVER GENEROUSLY ALL EDGES OF THE STEEL THE STEEL MEMBERS IN #axI 042 T K APPLIED NPI sONOLASTIc LOCATING SCREWS. A 3/4" MLN. ON CENTER SPACING SCREW @ 12" 5l r r - - HIGH-PERFORMANCE PCILYANGLE NGLE FLA H INE L G ) SEALANT ODER 16 GA. ANGLE'FLASHING 'BETWEEN ADJACENT SCREWS. 8x1 1/2 TEK SCREW @ 12 WHICH IS ATTACHED TO COOLER AND MUST BEMAINTAINED - r r O:C. AROUND ENTIRE. I EXIST. WALL W/ #axI I/2" TEK I I PERIMETER OF CANVAS CAP ALL SCREW RECOMMENDATIONS ARE BASED ON CCFSS SCREWS i 12 O.C. AND ATTACH i i s CANVAS W/ #Sxl 1/2" TEK"SCREW @ 12" M TECHNICAL BULLETIN VOL. 2, NO. I WHICH OUTLINES THE WALLS ! o.c. AT ALL POINTS OF CONNECTION N PROPOSED AIS SPECIFICATION PROVISIONS FOR SCREW BETWEEN COOLER AND BUILDING • N CONNECTIONS AND ALLOWABLE SCREW SHEAR STRENGTH VALUES -PUBLISHED BY BUILDEX COMPASS AND GRABBER. � 11 CEILING SUPPLEMENTARY NOTES M .EXISTING THE ARCHITECT SHALL NOT HAVE CONTROL OR BE w RESPONSIBLE FOR CONSTRUCTION MEANS - METHODS, 5 DETAIL @ COOLER CEILING r r WALL N U TECHNIQUES PROCEDURES OR SEQUENCES FOR THE A-I SCALE: 3" = I'-0" I r a ~ N ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY W OTHER PERSONS PERFORMING THE WORK OR FOR THE wALLI1 a, f It o pq FAILURE OF ANY OF THEM TO CARRY OUT .THE WORK IN ' r ACCORDANCE WITH THE CONTRACT DOCUMENTS. W � u c =� DETAIL C� z CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, DETAIL C NN I N � M METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES 6 O ECT O TO BLDG . OF CONSTRUCTION. SCALE: 3/4" I'-o" / / II A-� SCALE: 3" = I'-0" o ; CONTRACTOR HAS SOLE RESPONSIBILITY FOR DESIGN j -- - - - - j 31' III 21' / ADEQUACY, AND SAFETY OF ERECTION, BRACING, I I L SNORING, AND TEMPORARY SUPPORTS. I mo" I / "I ALIGN"'U`W/HOLES / 1 ' IN COOLER MIT E E CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ,--OUTSIDE CORNER TRIM / L - - - - - DETAIL ALL OSHA SAFETY REGULATIONS: WALL SEALANT (OPTIONAL- NOT BY KING5PAN) it it -oil 9W A9FANFANEL (INSTALL AFTER TEMP.PULL DOWN) SCALE. 3 I 0 / 16 GA GALVANIZE�BASE ANGLE (3"x3" " = 3/4" PHIL. PAN HEAD it ii / CONTINUOUS) FASTEN TO CONCRETE r — - - - T #Sxl I/2" T.K is BUTYL SEALANT i i i i FOUNDATION Al 10.1450 xAII" P.A.F. ODECOMpLiANCS SCREW @ 12" O C. = d i i i I WASHERS@ 12 D.C. FASTEN T 16 GA GALVANIZED PLATE (6 CONTINUOUS) i i r/i PANEL �#8xl 1/2 TEK @ 12 O.C. REVIEWED FOR C 71C BEACH 54" I z)P.T.MM 9YPup rsAiLs FASTEN TO CONCRETE FOUNDATION W/ 0.145@ i i i CITY ORM►ATS OR ADDITIONAL I OUNIER 1 SMIRATN COPUR'Mrc x I" P.A.F. WITH 1"0 WASHER @ 12" O.C. i i /i i SBE P EMENTS AND CONDITIONS '! I In'CAW.A36 FASTEN TO PANEL W/ #5xl 1/2" TEK @ 12" O.C. EXISTING CONC. SLAB REQUIR y iwArsE"°E"�s EPD°A MD.NUFTS i O REMAIN 9A EXIST. GRADE (CONC.) ' ' AEVIEWEDBY: WALL Q a a a a 96d A 6LRIEB PANEL : .. 4a SEALANT MARRIAGE BEAD Go DATE: TO VERTICAL PANEL JOINT G� 06/24/2015 t, BUTYL SEALANT (OPTIONAL) {�`` SCALE: DETAIL @ ROOF TOP o AS SHOWN DRAWN: COOLING UNITS 8 DETAIL q DETAIL @ COOLER BASE * , ;> _ BGH A-I SCALE: 3/4" = I'-0" A-1 SCALE: 3" I'-O" A=I SCALE: 1" I'-0" o ,, . \ >r @�.�FI�`' • l �, � SHEET � rt TED KELLER , ]P9E ® 601 MULLIGAN 'WAY ST. AUGUSTINE, FLORIDA 32080 (904) 461 -0281 OF SHEETS