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1175 ATLANTIC BLVD - GREEN HOUSE GLAZING DRAWINGSDESIGN. CRITE 7RIA AND LOADS Building Code - )Florida Building Code 5th Edition (201z Code for Desi n Loads (psf) ASCE / SEI 7-1 PER EXCEPTION 2 .TO FBC 1609.1.2, GLAZED OPENINGS SHALL Construction T DESIGNATION BE PERMITTED TO NEW ROOF LOADING (C d= 1.25) COMPONENT AND LIVE LOAD CLADDING 12 psf DEAD LOAD (GLAZING) ROOF 2.0 psf GLAZING DEFLECTI N CRITERIA L/20 GLAZING SPAN WIND LOADING PER FBC 1603.1.4 C. GUST (Cd= 1.60) ASCE 7-10, 3 S ULTIMATE DESI N WIND SPEED, Vult 120 mph NOMINAL DESIG WIND SPEED,Vasd 93 mph EXPOSURE CATEGORY, —47 D RISK CATEGORY 11 — I ENCLOSURE CLASSIFICATION —39 ENCLOSED INTERNAL PRESSURE COEFF 0.18 C&C DESIGN PRESSURES 50 sq. ft. SEE TABLES 1 & 2 MEAN ROOF HEI HT 20 FT. RISE-TO—SPAN RATIO, r 0.5 (ARCHED ROOF) ROOF ANGLE, 0 +34 28.1 ` (6.4:12) TABLE 2 OMPONENT AND CLADDING DESIGN PRESSURES WALL Zone THIS STRUCTURE 13 LOCATED IN THE WIND BORNE DEBRIS End Zone REGION AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. (psf) m PER EXCEPTION 2 .TO FBC 1609.1.2, GLAZED OPENINGS SHALL ZONES. DESIGNATION BE PERMITTED TO BE UNPROTECTED. a = 6.0 FT TABLE 1 COMPONENT AND ry CLADDING DESIGN PRESSURES End ROOF Corner Zone TABLE 2 OMPONENT AND CLADDING DESIGN PRESSURES WALL Zone Zone Interior Zone End Zone esignat on (psf) (psf) Effective Designation ZONES. DESIGNATION Wind Area CL a = 6.0 FT END ZONE, TYP [EffectiveI ry terior Zone End Zone Corner Zone nd Area Psf) +36 —40 (psf) 51 — 100 sq. ft (psf) +35 —38 0 — 10 sq. ft. +37 —41 +37 —47 +37 —47 11 — 20 sq. ft. +36 —39 +36 —45 +36 —45 21 — 50 sq. ft. +35 —36 +35 —43 +35 —43 51 — 100 sq. ft. +34 —34 +34 —41 +34 -41 TABLE 2 OMPONENT AND CLADDING DESIGN PRESSURES WALL Zone Interior Zone End Zone esignat on (psf) (psf) Effective ZONES. DESIGNATION Wind Area CL a = 6.0 FT END ZONE, TYP 0 — 10 sq. ft. ry +41 —44 +41 —54 11 — 20 sq. ft. a t +39 -42 +39 —51 21 — 50 sq. ft. +36 —40 +36 —46 51 — 100 sq. ft N +35 —38 +35 -42 101 — 500 sq. f t. +30 —34 +30 -34 TABLE 3: CONNECTOR FINISH CONNECTORS MUT HAVE Z—MAX, G120 OR TRIPLE ZINC COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. 0RAC.LE ORACLE Engineering & Construction Services, Inc. 1650-302 Margaret Street #197 Jacksonville, FL 32204 (904) 600-5750 FL Cert. of Auth. No.: 30597 �.J I < Q ALL OTHER I I13 (tm.) W ZONES ARE FLOOR PLAN INTERIOR — � END ZONE ZONES. DESIGNATION W CL a = 6.0 FT END ZONE, TYP END ZONE, ry z TYP a t CDU t� Q N 0RAC.LE ORACLE Engineering & Construction Services, Inc. 1650-302 Margaret Street #197 Jacksonville, FL 32204 (904) 600-5750 FL Cert. of Auth. No.: 30597 �.J I Structural � Summary JOB NO.: 15_52 GLAZING 4 SUBDIVISION: LOT NO.: FLOOR PLAN: DESIGNED: AFL REVIEWED: AFL REVISIONS DATE taSt9'l95t9itfdv3z.HY8;dXgpBJ .41" 0 '0 v 50. ..{{1YWd10$4di±tat:=fit °�1{ ,. ANDRES F. LOPERA PE # 70791 09/14/2015 < Q ROOF PLAN W w Q> W CL END ZONE, TYP ry z a t CDU t� Q N N z F M < N OF Of > a = 6.0 FT > I� ALL OTHER J I m = ZONES ARE INTERIOR CL W U Q I -- ZONES. (A Z m CORNER ZONE, TYP z 0 Quo Structural � Summary JOB NO.: 15_52 GLAZING 4 SUBDIVISION: LOT NO.: FLOOR PLAN: DESIGNED: AFL REVIEWED: AFL REVISIONS DATE taSt9'l95t9itfdv3z.HY8;dXgpBJ .41" 0 '0 v 50. ..{{1YWd10$4di±tat:=fit °�1{ ,. ANDRES F. LOPERA PE # 70791 09/14/2015 W w Q> W �QD ry CDU z CL SHEET NO.: S-1 Structural � Summary JOB NO.: 15_52 GLAZING 4 SUBDIVISION: LOT NO.: FLOOR PLAN: DESIGNED: AFL REVIEWED: AFL REVISIONS DATE taSt9'l95t9itfdv3z.HY8;dXgpBJ .41" 0 '0 v 50. ..{{1YWd10$4di±tat:=fit °�1{ ,. ANDRES F. LOPERA PE # 70791 09/14/2015 I I THERMAGLAS ALUMINUM li h jl SINGLE/DOUBLE "h" PROFILE AT r:. e II' G ; " 3 :IIVERTICAL EDGES OF WALL PANELS. 1 S-4 FASTEN W/ #12 x 1 1/2" I I 11 I c4�S2-4 it ;11 I I SELF—DRILLING TAPPING SCREWS AT I I: ZV li MAX 24 I G I1 O.C. c it r O II: fl. II: [ G d THERMAGLAS 8mm JV m nc nr n ,; „ I II TRIPLE WALL.. I I I it I I: ! !; r �f Ir Ir 14'-0» x 6,_0„ PANEL FIELD - VERIFY LO o I c r NG DIMENSION RIBS r, i, i r ^I I II; aC )L II sfli iR II PERPENDICULAR TO TUBE GIRTS. cv sl iu INSTALL WITH THE LABEL SIDE of II L OUT. I nl nr III IT, + -H w I all; I it II <1P4 ur CV II' IL !I: T/ CONCRETE 0'-0„ a I I I S-4 — — — —--------- .. ♦.: .44,:.q -♦ 6. ., ---------♦ -----♦.—.. . 4—♦i—,•... •—. --. a• .—�—♦ -----..------- —— •♦.. a— ,—.:—d—:. ----- --------- ♦ + ♦ q. ------------ ----•d— ---,•—a; ----------------- ----G---a—• --a— --a— —• — -• :Q —,----♦—.': ------ , ♦ . d •.:• .• .♦ d.. • a.' as ------ RADE d ♦• ST UCTURALPOSTqS v d (BY OTHERS). INSTALL THERMAGLAS PERMEABLE TAPE AT BOTTOM OF PANEL WITH 12'-0" 12'—O" ..12'-0» 12'-0" 12'-0" 12'-0" 12'-0" THERMAGLAS ALUMINUM SINGLE, CONTINUOUS "h" CHANNEL. FIELD 0'-8" 0'-8" DRILL WEEP HOLES IN "h" CHANNEL 85'-4" PER MANUF. INSTALLATION INSTRUCTIONS. �.J THERMAGLAS ALUMINUM RIDGE (ARCHED ROOF) W/ SNAP CAP. FASTEN TO 2" SQ. RIDGE (BY OTHERS) W/ GENERAL PLAN NOTES: � c /n 1. r i 75 THERMAGLAS 8mm #12 x 1 1/2" SELF—DRILLING AVOID OVER—TIGHTENING SCREWS FOR THE ATTACHMENT OF THE THERMAGLAS i TRIPLE WALL. TAPPING SCREWS AT MAX 24" PANELS TO COMPONENTS. Z Q 18'-6",x 6'-0" PANEL FIELD O.C. VERIFY LONG DIMENSION). RIBS 2. ALL SCREW HOLES FOR THE ATTACHMENT PERPENDICULAR TO TUBE GIRTS. [ r - �k — �i — — ii OF THERMAGLAS PANELS SHALL C L INSTALL WITH THE LABEL SIDE i Ii I € if ii QBE PRE—DRILLED WITH A HOLE 1/16" LARGER` <C OUT. THAN THE SCREW DIAMETER. N 2"x2", 11 ga. GALV. STEEL II If if R ii It ;€ 3. GENERAL CONTRACTOR SHALL ALSO ORACLE En n ineeri g 9 & M < TUBE GIRT AT MAX 24 € t I t I i I I =II r REFER TO THERMAGLAS TECHNICAL AND Construction Services, o O.C. (ALONG ARCH) FOR o I F 1 " E INSTALLATION GUIDE INSTRUCTIONS. Inc. ROOF. II ii IE I` , II EF i of .I tJ THERMAGLAS ALUMINUM '— = I Ili il€ 2ii E 4. REFER TO DETAILS 1, 2 AND 3, SHEET al€ - Ili I€ S-4 S-4 FOR ADDITIONAL INFORMATION. I 1650-302 Margaret SINGLE/DOUBLE "h" PROFILE AT - € j € II — Street 197 # a VERTICAL EDGES OF ROOF PANELS. 5. ATTACH THERMAGLAS ALUMINUM SINGLE Jacksonville, FL 32204 FASTEN / # I I` 1SCREWS € € "H" PROFILE AT PERIMETER OF ALL 904 600-5750 SELF—DRILLINGTAPPING AT i€ Ir DOORS AND FANS. f MAX 24" O.C. COLUMN 14'-0� . 1 I FL Cert. of Auth. No.: 6. ALL WATERPROOFING TO BE DESIGNED 30597 „ ui mi lli 2 x4» , 11 go. GALV. STEEL ,, ( 1, iu I; u1 nl 11: ul AND DETAILED BY OTHERS. , TUBE GIRT, NOTCHED AT 1 r I I I: :., ` i is POST AT MAX 24" O.C. it II l I e r I I THERMAGLAS ALUMINUM li h jl SINGLE/DOUBLE "h" PROFILE AT r:. e II' G ; " 3 :IIVERTICAL EDGES OF WALL PANELS. 1 S-4 FASTEN W/ #12 x 1 1/2" I I 11 I c4�S2-4 it ;11 I I SELF—DRILLING TAPPING SCREWS AT I I: ZV li MAX 24 I G I1 O.C. c it r O II: fl. II: [ G d THERMAGLAS 8mm JV m nc nr n ,; „ I II TRIPLE WALL.. I I I it I I: ! !; r �f Ir Ir 14'-0» x 6,_0„ PANEL FIELD - VERIFY LO o I c r NG DIMENSION RIBS r, i, i r ^I I II; aC )L II sfli iR II PERPENDICULAR TO TUBE GIRTS. cv sl iu INSTALL WITH THE LABEL SIDE of II L OUT. I nl nr III IT, + -H w I all; I it II <1P4 ur CV II' IL !I: T/ CONCRETE 0'-0„ a I I I S-4 — — — —--------- .. ♦.: .44,:.q -♦ 6. ., ---------♦ -----♦.—.. . 4—♦i—,•... •—. --. a• .—�—♦ -----..------- —— •♦.. a— ,—.:—d—:. ----- --------- ♦ + ♦ q. ------------ ----•d— ---,•—a; ----------------- ----G---a—• --a— --a— —• — -• :Q —,----♦—.': ------ , ♦ . d •.:• .• .♦ d.. • a.' as ------ RADE d ♦• ST UCTURALPOSTqS v d (BY OTHERS). INSTALL THERMAGLAS PERMEABLE TAPE AT BOTTOM OF PANEL WITH 12'-0" 12'—O" ..12'-0» 12'-0" 12'-0" 12'-0" 12'-0" THERMAGLAS ALUMINUM SINGLE, CONTINUOUS "h" CHANNEL. FIELD 0'-8" 0'-8" DRILL WEEP HOLES IN "h" CHANNEL 85'-4" PER MANUF. INSTALLATION INSTRUCTIONS. WEST ES T EL E V A T I L,/ I V 1/4 FOUNDATION: SEE ORACLE V-0 ENGINEERING AND m = i CONSTRUCTION SERVICES, INC., PLANS DATED W U Q Imo - 9/02/2015.V) z m z • CJ Q o v W �> ,Q LLJ THERMAGLAS ALUMINUM RIDGE m W Lf (ARCHED ROOF) W/ SNAP CAP. w r QC� FASTEN TO 2 SQ.. RIDGE (BY OTHERS) W/ 0 12 x 1 1 2SELF DRILLING # " / THERMAGLAS 8mm TAPPING SCREWS AT MAX 24" TRIPLE WALL. O.C. 18'-6" x 6'-0" PANEL FIELD Or -- -- — -- VERIFY LONG DIMENSION). RIBS if ii ii i it it PERPENDICULAR TO TUBE GIRTS. 1 11 71 11 ; INSTALL WITH THE LABEL SIDE !� 11 II li ii OUT. 11 II it it 1! ,i i it 2"x2", 11 ga. GALV. STEEL ; 31 II 31 If 11 If » TUBE GIRT AT MAX 24 it 1! II it l O.C. (ALONG ARCH) FOR - if � 11 11 II lI _I it II 2 11 1! it O zf jl r III III S-4 111 1 if 3I O i I I ROOF. S-4 III II - ih II I THERMAGLAS ALUMINUM it ,I 11 I 11 SINGLE/DOUBLE "h" PROFILE AT 11 II 11 it I II #I 11 1I iI VERTICAL EDGES OF ROOF PANELS. if FASTEN W/ #12 x 1 1/2" I I i 11 i i i i SELF—DRILLING TAPPING SCREWS AT » 11 _ II ii it ii ii i!TJ , T COLUMN 14 —0. MAX 24 O.C. csa „ fit fil: f[I m: » s I I; I I i I I: I I' Ili r - I , 2"x4", 11 a. GALV. STEEL i; I q g tl l: TUBE GIRT, NOTCHED AT II it i' 1 f[ f l :>.. :'. ; _ • , i IIIDcp)� »SHEET NO.: lPOST AT MAX 24 O.C. - i IL Ir fI: I: If — nl: FOR WALLS. S 2 Ir a THERMAGLAS ALUMINUM Structural lI h r SINGLE DOUBLE h PROFILE AT I I 4�S-4 I r cV / Plans 1r , VERTICAL EDGES OF WALL PANELS. i! 1i 1. e » JOB NO.: � II: ;iii IL II: II t•... I :. il; illi lb FASTEN W/ #12 x 1 1 /2 15_52 11: I SELF—DRILLING TAPPING I is ,, I I I: _ SCREWS AT GLAZING d MAX 1 ;I�: Ip Ir'' � N 24» O.C. I I: SUBDIVISION: 'ISI; III; lII Id!: I; O , II 'I I I f _ :fil; Hail I#1 THERMAGLAS 8mm I I; . s cv TRIPLE WALL. 1: A I;6, r F ar: ar 14'-0" x — PANEL (FIELD I I !: I,, I VERIFY LONG DIMENSION). RIBS LOT NO.: {; r an III; II II: m m N PERPENDICULAR TO TUBE GIRTS. I nc 5 11 4 r e _ INSTALL WITH THE LABEL SIDE s O ;III, IBI " if3l s18I' 111° (il 1 G $-4 S-4 1 H OUT. FLOOR PLAN: T CONCRETE , I If I :, N / 0 —0 _ _ ------ ----------------- --- — ----- -------------------------------------- ----------- — _ _ _ — GRA DE BEM ., ... _ .. b .•. •. . r• •• .• �:. • .' . • — • . ..• '. �, .. :. ,� . • ' , • • • ,.. b;~ � .. . -. • ..• ... •. URAL .POSTS ' DESIGNED: '•- STRUCTURAL AFL .• BY OTHERS FOUNDATION. SEE ORACLE � () ENGINEERING AND REVIEWED: CONSTRUCTION SERVICES,„ , „ INSTALL THERMAGLAS PERMEABLE „ , , „ TAPE AT BOTTOM OF PAN AFL • INC., PLANS DATED 12'-0 12 —0 12'-0” 12 —0 12 —0 12 —0 i 2 —0 EL WITH 9/02/2015. _ THERMAGLAS ALUMINUM SINGLE, REVISIONS DATE 0 —$ 0'-8" CONTINUOUS "h"CHANNEL. FIELD 85'-4" DRILL WEEP HOLES IN "h" CHANNEL PER MANUF. INSTALLATIO ,� ,; `.•• INSTRUCTIONS. -a . No. 70791 00A n - , C; TA EP t w e d e $¢_ rr> cox°, 4y ��' %'�rY � Mpa.i� b••' z EAST E E VA 9� _,_ "9 � TION 1 4 1 ANDRES F. LOPERA PE # 70791 09/14/2015 I �.J � c /n 75 Z Q <C N N M < CN C o WEST ES T EL E V A T I L,/ I V 1/4 FOUNDATION: SEE ORACLE V-0 ENGINEERING AND m = i CONSTRUCTION SERVICES, INC., PLANS DATED W U Q Imo - 9/02/2015.V) z m z • CJ Q o v W �> ,Q LLJ THERMAGLAS ALUMINUM RIDGE m W Lf (ARCHED ROOF) W/ SNAP CAP. w r QC� FASTEN TO 2 SQ.. RIDGE (BY OTHERS) W/ 0 12 x 1 1 2SELF DRILLING # " / THERMAGLAS 8mm TAPPING SCREWS AT MAX 24" TRIPLE WALL. O.C. 18'-6" x 6'-0" PANEL FIELD Or -- -- — -- VERIFY LONG DIMENSION). RIBS if ii ii i it it PERPENDICULAR TO TUBE GIRTS. 1 11 71 11 ; INSTALL WITH THE LABEL SIDE !� 11 II li ii OUT. 11 II it it 1! ,i i it 2"x2", 11 ga. GALV. STEEL ; 31 II 31 If 11 If » TUBE GIRT AT MAX 24 it 1! II it l O.C. (ALONG ARCH) FOR - if � 11 11 II lI _I it II 2 11 1! it O zf jl r III III S-4 111 1 if 3I O i I I ROOF. S-4 III II - ih II I THERMAGLAS ALUMINUM it ,I 11 I 11 SINGLE/DOUBLE "h" PROFILE AT 11 II 11 it I II #I 11 1I iI VERTICAL EDGES OF ROOF PANELS. if FASTEN W/ #12 x 1 1/2" I I i 11 i i i i SELF—DRILLING TAPPING SCREWS AT » 11 _ II ii it ii ii i!TJ , T COLUMN 14 —0. MAX 24 O.C. csa „ fit fil: f[I m: » s I I; I I i I I: I I' Ili r - I , 2"x4", 11 a. GALV. STEEL i; I q g tl l: TUBE GIRT, NOTCHED AT II it i' 1 f[ f l :>.. :'. ; _ • , i IIIDcp)� »SHEET NO.: lPOST AT MAX 24 O.C. - i IL Ir fI: I: If — nl: FOR WALLS. S 2 Ir a THERMAGLAS ALUMINUM Structural lI h r SINGLE DOUBLE h PROFILE AT I I 4�S-4 I r cV / Plans 1r , VERTICAL EDGES OF WALL PANELS. i! 1i 1. e » JOB NO.: � II: ;iii IL II: II t•... I :. il; illi lb FASTEN W/ #12 x 1 1 /2 15_52 11: I SELF—DRILLING TAPPING I is ,, I I I: _ SCREWS AT GLAZING d MAX 1 ;I�: Ip Ir'' � N 24» O.C. I I: SUBDIVISION: 'ISI; III; lII Id!: I; O , II 'I I I f _ :fil; Hail I#1 THERMAGLAS 8mm I I; . s cv TRIPLE WALL. 1: A I;6, r F ar: ar 14'-0" x — PANEL (FIELD I I !: I,, I VERIFY LONG DIMENSION). RIBS LOT NO.: {; r an III; II II: m m N PERPENDICULAR TO TUBE GIRTS. I nc 5 11 4 r e _ INSTALL WITH THE LABEL SIDE s O ;III, IBI " if3l s18I' 111° (il 1 G $-4 S-4 1 H OUT. FLOOR PLAN: T CONCRETE , I If I :, N / 0 —0 _ _ ------ ----------------- --- — ----- -------------------------------------- ----------- — _ _ _ — GRA DE BEM ., ... _ .. b .•. •. . r• •• .• �:. • .' . • — • . ..• '. �, .. :. ,� . • ' , • • • ,.. b;~ � .. . -. • ..• ... •. URAL .POSTS ' DESIGNED: '•- STRUCTURAL AFL .• BY OTHERS FOUNDATION. SEE ORACLE � () ENGINEERING AND REVIEWED: CONSTRUCTION SERVICES,„ , „ INSTALL THERMAGLAS PERMEABLE „ , , „ TAPE AT BOTTOM OF PAN AFL • INC., PLANS DATED 12'-0 12 —0 12'-0” 12 —0 12 —0 12 —0 i 2 —0 EL WITH 9/02/2015. _ THERMAGLAS ALUMINUM SINGLE, REVISIONS DATE 0 —$ 0'-8" CONTINUOUS "h"CHANNEL. FIELD 85'-4" DRILL WEEP HOLES IN "h" CHANNEL PER MANUF. INSTALLATIO ,� ,; `.•• INSTRUCTIONS. -a . No. 70791 00A n - , C; TA EP t w e d e $¢_ rr> cox°, 4y ��' %'�rY � Mpa.i� b••' z EAST E E VA 9� _,_ "9 � TION 1 4 1 ANDRES F. LOPERA PE # 70791 09/14/2015 I 41l 111 EII ;III POST, AT MAX 24» O.C. CNN lit FOR WALLS: IlIII DInfIIIIIiI!I1IlI nI1IIIIiI°IIIlIiIII 1 uu°IImIIIlIIlI!`I!I . IImnlIIl°lIi4iTHERMAGLAS ALUMINUM SINGLE/DOUBLE »h» PROFILE AT VERTICAL EDGES OF WALL PANELS. litij A FASTEN W/ #12 x 1 1/2II Ii!l n°i.LIaIllrulI.`il I.; ;inIImNlIlIIIIIIllIIII iSatnI1°°niI1 im;!nliI11iu1Il1 mi€I"iIinIiiiIIit 41 n!"iIlIIIiIilI!'Ii IIi �lIIil o SELF—DRILLING TAPPING SCREWS AT S— MAX 24" O.C, I —rr>= = I I ,n m ul !n III III sll nl ° ! I THERMAGLAS 8mm Il ur 11 II m III lit ul III I I III %II' III III 311 ;II Ili •II i l TRIPLE WALL: iv I1 m of Ir nI II II II u FIELD CUT PANELS. RIBS -lit11 ulit PERPENDICULAR TO TUBE GIRTS. 'o r it m a ni m ul °i ii iii I INSTALL WITH THE LABEL SIDE ll III II u. II „ [I ill III iil III ( III III Ili Ill `.III OUT. N II II II IIl II L CJ I I�j III III II'= III III fll ill II I y I11 11 II 4 III u( 5 11 11 II 1I Il II II It II _ !II III ill I I cv I m m ul S-4 ,I Ii S 4 II nl lu CD _ ---- 0, 0>, T/ CONCRETE - --` -- ----: --------- --- - 8- ------ �♦ - � - 4 y - -------- 4 ------ v -----e-- a - e _ --- - 4 , ♦�----• f --- - --; -- a -- a•"- ,4 -�� --, -- ♦• 4 _ •.♦ 4 • . a EAM v :. a .. '♦ 4 , • ♦ de !'1 .• ♦ ♦. .. a .a: t 'sl' a ., A. i d♦ 4 4 d d •.dl a ."I; 4 ♦4. < ♦' .. d. .♦•. a :9'. . e , a ♦: . e . .: : . d• �. ' ' • 4' ' • ♦ • d'- ° t e 4• d ... •� .. F ` 'd' i • ° ♦ , f • . d , STRUCTURAL POSTS GR DE B STR . . e• . . � ° ♦ . 6 ' ,4 ...♦ .•.' a 4. ' ♦ 6 l . $. •. . . a . ': . .. (BY OTHERS). � e.� ♦ ` � • , » >, „ , » „ , » FOUNDATION. SEE ORACLE 4$-6'* 6 —0 6— 6 —0 6 q 6'-0)' 6— 6 —0 6 —q 6 —0 4 —6 ENGINEERING AND INSTALL THERMAGLAS PERMEABLE TAPE AT BOTTOM OF PANEL WITH 0,_7„ CONSTRUCTION SERVICES, INC., PLANS DATED THERMAGLAS ALUMINUM SINGLE, q'—�� CONTINUOUS "h" CHANNEL. FIELD 64'-2" - - 9/02/2015. DRILL WEEP HOLES IN "h" CHANNEL PER MANUF. INSTALLATION U GENERAL PLAN NOTES: THERMAGLAS 8mm TRIPLE WALL. 1. AVOID OVER—TIGHTENING SCREWS FOR U 1 ' FIELD CUT PANEL. RIBS THE ATTACHMENT OF THE THERMAGLAS PERPENDICULAR TO TUBE GIRTS. PANELS TO COMPONENTS. INSTALL WITH THE LABEL SIDE OUT. 2, ALL SCREW HOLES FOR THE ATTACHMENT HAL OF THERMAGLAS PANELS SHALL BE 1� — "LARGER — 11 PRE DRILLED WITH A HOLE 1 /16" L GE nl n THAN THE SCREW DIAMETER. W � � 2"x2", 11 ga. GALV. STEEL TUBE �- ORACLE Engineering & GIRT AT MAX 24 O.C. ii ;. 3. GENERAL CONTRACTOR SHALL ALSO iii m ul II Construction Services, FOR ROOF. m nI m ll Illfit ° REFER TO THERMAGLAS TECHNICAL AND INSTALLATION GUIDE INSTRUCTIONS. Inc. ` 111 a t � ?I{ III iIl Ni ill �1 4. REFER TO DETAILS 1, 2 AND 3, SHEET lu ul u 1650-302 Margaret Irl II 11 o S-4 FOR ADDITIONAL INFORMATION. Street #197 2"x4', 11 9o. GALV. STEEL UI ill III , i Jacksonville, FL 32204 lil TUBE GIRT, NOTCHED AT u: „I IIl a II m 11 !I: 11 ,, 5. ATTACH THERMAGLAS ALUMINUM SINGLE ;u nl In (904) 600-5750 » ul Ill POST, AT MAX 24 O.C. m nl u , nl _ "H" PROFILE AT PERIMETER OF ALL WALLS. 11 III DOORS AND FANS. 11 II r FL Cert. of Auth. No.: u m l lI T m m iii O ° ul III ;II iii cV ~ 14'-0" COL 6. ALL WATERPROOFING TO BE DESIGNED A lit COLUMN 30597 11 11 AND DETAILED BY OTHERS. r- 2'1 11 ga. GALV. STEEL { i iii iii ,11I nl ,II lu nl nl ul Ili ;; ul it TUBE GIRT, NOTCHED AT 41l 111 EII ;III POST, AT MAX 24» O.C. CNN lit FOR WALLS: IlIII DInfIIIIIiI!I1IlI nI1IIIIiI°IIIlIiIII 1 uu°IImIIIlIIlI!`I!I . IImnlIIl°lIi4iTHERMAGLAS ALUMINUM SINGLE/DOUBLE »h» PROFILE AT VERTICAL EDGES OF WALL PANELS. litij A FASTEN W/ #12 x 1 1/2II Ii!l n°i.LIaIllrulI.`il I.; ;inIImNlIlIIIIIIllIIII iSatnI1°°niI1 im;!nliI11iu1Il1 mi€I"iIinIiiiIIit 41 n!"iIlIIIiIilI!'Ii IIi �lIIil o SELF—DRILLING TAPPING SCREWS AT S— MAX 24" O.C, I —rr>= = I I ,n m ul !n III III sll nl ° ! I THERMAGLAS 8mm Il ur 11 II m III lit ul III I I III %II' III III 311 ;II Ili •II i l TRIPLE WALL: iv I1 m of Ir nI II II II u FIELD CUT PANELS. RIBS -lit11 ulit PERPENDICULAR TO TUBE GIRTS. 'o r it m a ni m ul °i ii iii I INSTALL WITH THE LABEL SIDE ll III II u. II „ [I ill III iil III ( III III Ili Ill `.III OUT. 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FIELD 64'-2" - - 9/02/2015. DRILL WEEP HOLES IN "h" CHANNEL PER MANUF. INSTALLATION INSTRUCTIONS. }_ NORTH E LE VA TI O/4'19 V_0" =^ � ' m zm� CU <�0 0 Q = Q W QQ w �J> < F)l THERMAGLAS 8mm TRIPLE WALL. FIELD CUT PANELS. RIBS PERPENDICULAR TO TUBE GIRTS. INSTALL WITH THE LABEL SIDE OUT. 2"x2 11 ga. GALV. STEEL m.. TUBE GIRT AT MAX 241, O.C. FOR ROOF. I1 uI Ill III II m u m uI r iii a Ill nl IIi ja n. II III iii ul ;11 ullit o 2"x4 11 ga. GALV. STEEL o nl ui a II u TUBE GIRT, NOTCHED AT lit 1° ( iii a u. I' u III ; Ili ` ill III n Ili III III III "' � III IL I ill ill. POST, AT MAX 24 O.C. II iii m nI m �. FOR WALLS. II n II O 10 m iii IIr °; .,1 lit III NI °I iii nl !II n. ul iii in m III �-A4' SHEET NO.: O } — II 1{ II pl II II II N 3 rl II II II 14'-0" T COLUMN II 2"4 11 ga. GALV. STEEL II I„ II. III lStructural TUBE GIRT, NOTCHED AT Plans POST, AT MAX 24" O.C. litm II ul II II I III III II II 11 JOB NO.: FOR WALLS. o I I m 1 iii m II m 1! iii ii li iil i i 15_52 I, m nr II n m m °1 S-4 iii nl In ill III III n m u' II GLAZING I II I n SUBDIVISION: _ THERMAGLAS ALUMINUM o m I or li ul ;n SINGLE/ DOUBLE "h" PROFILE ATji !i6 I _ III t II II I' 8 VERTICAL EDGES OF WALL N I nl m m II PANELS. FASTEN W/ #12 x 1 a I I m m li ui ` o i! i o a I m nl m uI v n: nl I l 1/2" SELF—DRILLING TAPPING I I I Il ' ` ill LOT No.: » CV li III it lr l I! SCREWS AT MAX 24 O.C. 11lit II rlr n nl °' I nl ul f m al u I THERMAGLAS 8mm I I FLOOR PIAN: I, II III II nl II u, II I, a 11 II TRIPLE WALL. C14II II nt ui. II u I u! .II I ;a a II FIELD CUT PANELS. RIBS OI II 11 II II ,l II iiI ;11 II PERPENDICULAR TO TUBE GIRTS. I m ul all II a II II DESIGNED: lu INSTALL WITH THE LABEL SIDE w , m AFL I III 'Im I i OUT. w , m uI nl ul .fl o i III 4 I: nl 5 u II II a r I li m I yl III iii I II U! IA !' II II II it III III � Ill III II! 1I 1(I VIE1AlE N S-4 S-4 u, ul ul m ( ul ul r 0, — a„ —III RE D• ------ T/ CONCRETE AFL --- III .: ••° d e .♦ ' 'd .. . A :. e♦ .: .. ° ° ♦ '♦ ° a d ♦ ♦ e 4r. a d • ' ; <.:- GR E .BEAM - . ♦ ♦d ' .4 ,a .a ♦ . ♦ ' 4 e • ..1<• • a ♦ ♦ •4 .'a. i • ? . ° .. - ° •• a: a f' .e : ♦ ♦' a ;' a a. a 6 •. e . .A.' ' o REVISIONS DATE STRUCTURAL POSTS :. - ' :.: .. ; .. '...' : ,' :0 • d °. . < . d. °'. '4 °' .. a : , . °:d°. : e . ♦ d .' Qe. e. (BY OTHERS). ORACL FOUNDATION SEE Ebygeettsanaatisaeagtp,g ,a� �' fs ENGINEERING AND INSTALL THERMAGLAS PERMEABLE CONSTRUCTION SERVICES, ' , » » , » »„ » 4 —6 61-0” 6 — 6p-0"$ 6 —q 6l-01) 6 —0 6 —0 6$-01" 6 —q 4 —6 TAPE AT BOTTOM OF PANEL WITH , » ,rt• 0'_7" �' en THERMAGLAS ALUMINUM SINGLE, 0 —7 INC., PLANS DATED f ' 9/02/2015. No 7079 r CONTINUOUS "h" CHANNEL. FIELD DRILL WEEP HOLES IN "h" CHANNEL 64'-2" PER MANUF. INSTALLA11ON mOF r INSTRUCTIONS. a 3 R„Yrs SOUTH ELEVATION ► , 4 V-10 ANDRES F. LOPERA F PE #70791 09/14/2015 U U 1 ' Q 1� Z � W � � INSTRUCTIONS. }_ NORTH E LE VA TI O/4'19 V_0" =^ � ' m zm� CU <�0 0 Q = Q W QQ w �J> < F)l THERMAGLAS 8mm TRIPLE WALL. FIELD CUT PANELS. RIBS PERPENDICULAR TO TUBE GIRTS. INSTALL WITH THE LABEL SIDE OUT. 2"x2 11 ga. GALV. STEEL m.. TUBE GIRT AT MAX 241, O.C. FOR ROOF. I1 uI Ill III II m u m uI r iii a Ill nl IIi ja n. II III iii ul ;11 ullit o 2"x4 11 ga. GALV. STEEL o nl ui a II u TUBE GIRT, NOTCHED AT lit 1° ( iii a u. I' u III ; Ili ` ill III n Ili III III III "' � III IL I ill ill. POST, AT MAX 24 O.C. II iii m nI m �. FOR WALLS. II n II O 10 m iii IIr °; .,1 lit III NI °I iii nl !II n. ul iii in m III �-A4' SHEET NO.: O } — II 1{ II pl II II II N 3 rl II II II 14'-0" T COLUMN II 2"4 11 ga. GALV. STEEL II I„ II. III lStructural TUBE GIRT, NOTCHED AT Plans POST, AT MAX 24" O.C. litm II ul II II I III III II II 11 JOB NO.: FOR WALLS. o I I m 1 iii m II m 1! iii ii li iil i i 15_52 I, m nr II n m m °1 S-4 iii nl In ill III III n m u' II GLAZING I II I n SUBDIVISION: _ THERMAGLAS ALUMINUM o m I or li ul ;n SINGLE/ DOUBLE "h" PROFILE ATji !i6 I _ III t II II I' 8 VERTICAL EDGES OF WALL N I nl m m II PANELS. FASTEN W/ #12 x 1 a I I m m li ui ` o i! i o a I m nl m uI v n: nl I l 1/2" SELF—DRILLING TAPPING I I I Il ' ` ill LOT No.: » CV li III it lr l I! SCREWS AT MAX 24 O.C. 11lit II rlr n nl °' I nl ul f m al u I THERMAGLAS 8mm I I FLOOR PIAN: I, II III II nl II u, II I, a 11 II TRIPLE WALL. C14II II nt ui. II u I u! .II I ;a a II FIELD CUT PANELS. RIBS OI II 11 II II ,l II iiI ;11 II PERPENDICULAR TO TUBE GIRTS. I m ul all II a II II DESIGNED: lu INSTALL WITH THE LABEL SIDE w , m AFL I III 'Im I i OUT. w , m uI nl ul .fl o i III 4 I: nl 5 u II II a r I li m I yl III iii I II U! IA !' 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LOPERA F PE #70791 09/14/2015 - THERMAGLAS 8mm TRIPLE WALL PANEL WITH RIBS PERPENDICULAR TO TUBE GIRTS. ALUMINUM 2" SQ.g INSTALL WITH THE LABEL 1650-302 Margaret CLAMP — SINGLE, W/(2) SIDE OUT. Street #197 #12 x 1" HEX HEAD, Jacksonville, FL 32204 GALVANIZED TEK SCREWS ALUMINUM 2" SQ. _. ---....._..._....7,....._ ............... (904) 600-5750 FASTEN PANEL TO TUBE CLAMP – SINGLE, W/(2) THERMAGLAS 8mm GIRT W/ #12 x 1 1/2" TRIPLE WALL PANEL WITH SELF–DRILLING TAPPING #12 x 1" HEX HEAD, RIBS PERPENDICULAR TO FL Cert. of Auth. No.: � 4" WALL POST (BY UB EXTERIOR ` GALVANIZED TEK SCREWS 30597 THERMAGLAS 8mm S"REW WITH •1 UMBRELLA OTHERS). INSTALL WITHTHELABEL TRIPLE WALL PANEL WI00 TH WASHER. FASTEN PER ..` SIDE OUT. RIBS PERPENDICULAR TO PLAN. TUBE GIRTS. INSTALL WITH THE LABEL 2"x4" 11 ga. GALV. STEEL THERMAGLAS SPACER TUBE GIRTS, PER PLAN. I TUBE GIRT NOTCHED AT �'` i �,,, WASHER SIDE OUT. POST. THERMAGLAS ALUMINUM "H" PROFILE AT VERTICAL EXTERIOR EXTERIOR I a� i i '•, INTERIOR :30I INTERIOR EDGES OF PANELS. FASTEN i TO TUBE GIRTS PER PLAN. �. FASTEN PANEL TO TUBE FASTEN PANEL TO TUBE ( i i 12 x 1 1 . GIRT W/ #12 x 1 1/2" � i i GIRT W % # 2, / SELF–DRILLING TAPPING ) 2" SQ. TUBE ROOF PURLIN SELF–DRILLING TAPPING SCREW WITH 1" UMBRELLA (BY OTHERS). SCREW WITH 1" UMBRELLA WASHER. FASTEN PER( WASHER. FASTEN PER PLAN. PLAN. L r INTERIOR 2"x2" 11 ga. GALV. STEEL U) i \ i TUBE GIRT. THERMAGLAS ALUMINUM _ SINGLE/DOUBLE h Z PROFILE AT VERTICAL EDGES OF WALL PANELS. Q FASTEN TO TUBE GIRTS - —� PER PLAN. a_ 2 e INTERMEDIATE PANEL FASTENING DETAIL CD SECTION: RODE S— q- SCALE: NTS � — ISO GIRT SECTION: WALK s-4 SCALE: NTS Q N N Q N S-4 SCALE: NTS —1 m= Cn Wz zm = D QU O Q I THERMAGLAS ALUMINUM THERMAGLAS ALUMINUM r- Q r SSINGLE/DOUBLE „h„ SINGLE/DOUBLE "h - PROFILE h" PROFILE PER PLAN. PROFILE PER PLAN. • j I 00 00 i I THERMAGLAS 8mm I I - THERMAGLAS 8mm INTERIOR i TRIPLE WALL PANEL PER TRIPLE WALL PANEL PER C� I PLAN. PLAN. Q THERMAGLAS SPACER INTERIORWASHER PER DETAIL 3, S-4. EXTERIOR _� k EXTERfOR �— TUBE GIRTS PER PLAN 00 TUBE GIRTS PER -PLAN . INSTALL THERMAGLAS PERMEABLE TAPE AT INSTALL THERMAGLAS PERMEABLE TAPE AT i BOTTOM OF PANEL WITH ,THERMAGLAS ___,� BOTTOM OF PANEL WITH THERMAGLAS i ALUMINUM SINGLE, CONTINUOUS "h" ,I ALUMINUM SINGLE, CONTINUOUS "h" FASTEN "h" CHANNEL TO ALUM. ANGLE W/ CHANNEL. FIELD DRILL WEEP HOLES IN "h" II CHANNEL. FIELD DRILL WEEP HOLES IN "h" 8 x 1" GALV. TEK SCREW AT 24" O.C. CHANNEL PER MANUF. INSTALLATION =__— CHANNEL PER MANUF. INSTALLATION # INSTRUCTIONS. f ROUGH NB OTHERS, INC. N DRAWINGS) (BY INSTRUCTIONS. 1"x3" (LLH) 1/8" THICK ALUM. ANGLE. FASTEN SII AT COLUMN SASE PLATES, INSTALL00 AT INTERMEDIATE LOCATIONS BETWEEN 00 HORIZONTAL LEGTO CONCRETE Wf SIKAFLEX-1 a ELASTOMERIC SEALANT TO BOTH COLUMN BASE PLATES, INSTALL SIKAFLEX-1 a 3/16"0 x 1 1/4" TAPCON SCREWS AT 24 O.C. SIDES OF ALUMINUM "h" CHANNEL. _ UMINUM "h" 0'-0" T CONCRETE ELACHANNEL AND STOMERIC SEALANT CONCRETEL AS SHOWN. _ ��_ 0'-0" T CONCRETE SHEET NO.: PROVIDE 1" GAP BETWEEN BOTTOM OF _ i j /j PROVIDE 1" GAP BETWEEN BOTTOM OF ; ; S — `T THERMAGLAS TRIPLE WALL PANEL AND TOP THERMAGLAS TRIPLE WALL PANEL AND TOP ! OF CONCRETE, AS SHOWN. 3" OF CONCRETE, AS SHOWN. 3 Details Z-1 CHAMFER SLAB PER ORACLE ENGINEERING i I CHAMFER SLAB PER ORACLE ENGINEERING AND CONSTRUCTION SERVICES, INC. DRAWINGS j i JOB NO.: 15_52 l AND CONSTRUCTION SERVICES, INC. DRAWINGS DATED 8/3/15 AND REVISED 9/8/15. 1 ' I GLAZING DATED 8/3/15 AND REVISED 9/8 15: SUBDIVISION: <1., f �—� • E � `/ LOT NO.: Al.\`/.: i FLOOR PLAN: ` Z11\. �_._.1 * .., %tf. 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