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Vault Plans 1121 Linkside Ct E!I G tj I� 111; EXISTING STRUCTURE 1r 141 r ROOF PROJECTION w W n CL F NE OF THESE SIDES MAY BE f w (B G ROOF PANEL ENCLOSED WITH SOLID PANELS ROOF PANEL A (NON—BEARING) o' z OPTIONACL ' PTIONAL FULL ENDWAALLL I ,1� r DOUR d$ p>— Z HEIGHT SOLID 6" 3-0" WALL L x6 C ATONIS 6MAXF a ---------------------- -- ------ -------- 6" & 12" \' - STD. IVON—BEARING MULLION SPAd- 3TES4 STD. BEARING MUWUON $PA VARY TO SUIT ' SEE TABLES DWG. 3TES4 SEE TABLES DWG. MINIMUM LENGTH=1.Ox PROJECTION ® 70 MPH NAND, 1.25x �' PROJECTION @ 80 MPH WIND, 1.5x PROJECTION 0 90 MPH WIND, 1.75x PROJECTION 0 100 MPH WIND, 2.Ox PROJECTION 0 110 MPH NAND I a� Int , IENCLOSURE END WALL ELEVATION ENCLOSURE FRONT WALL ELEVATION TYPICAL LEAN-TO ENCLOSURE PLAN r f 00 jI ` 11R u � Z t 4 �T� 194 iI ' EXISTING STRUCTURE .� ROOF PROJECTION , ROOF PANEL F BOTH OF THES8 SIDES WILL BE F Iw ROOF PANEL G B , ENCLOSED WITH BEARING PANELS ^`—� EkI r d: i OPTIONAL -� v R AL FULL i DOOR i ,� MY 3 t0� AT.LA�1 c T SOLID 0" 6 & 12 0< ALL PANEL " DOOR 2-6x6-6 i � $�(LDINGiN MAX. ��//� ? F _� W. j j /// j y i C ooLCATIONS MIN. 3-0x6-6 MAX.! G N AUG 2 Oi i L — ------------------ ------ ----------- 4r { I — 6' & 12" I # n Trn. T i r STD. NON—BEARING MULLION SPA STD. BEARING Mt LLION SPA VARY TO SUIT ., SEE TABLES ONfG. 3TES4 SEE TABLES DW6. 3TES4 MI AVIUM LENGTH=1.Ox PROJECTION 70 MPH WIND, 1.25x ;! PROJECTION ® 80 MPH WIND, 1.5x PROJECTION ® 90 MPH WIND, "' Z i I Ir 1.75x PROJECTION ® 100 MPH WIND, 2.Ox PROJECTION ® 110 MPH WIND z Co RECEIVEOICAL WALL ELEVATION GABLE ENCLOSURE PLAN o W ENCLOSURE END WALL ELEVATION ENCLOSURE FRONS W a I JUL 3 0 1997 {{1 s kr City of ,Atlantic Beach ��9' NOTE: Building and Zoning l F ALL SECTIONS & DETAILS REFERENV&D Or Tm HERE ARE SHOWN ON SHEET 3TES33. I I , 3TE5 III f . 2894• 2.90r112Y aoa,• GENERAL NOiTxES & SP CIFCATI 1. THIS PA"O COVER 4 ENCLOSURE SYSTEM IS LANTED i .055' 2900" OUTDOOR LIVING POSES AND IS NOT TO BE USED OR HABITAL ROOM. J: Ik OS N h m 1.186' •� 2 SHOIIN ON DRAEWIG�TEM 3ES2. �8E INSTALLED UNDER 3 DESIGN LOADS: TABLES FOR DESIGN LOADS AS 8 CHAPTER 31 of 1 UNIFORM BUILDING OWE ~ 4. FASTENERS _ AND SW LNC PLATED. �STEEL OR 20BE SIZES 24-T4 ALUMI 7 ', °, S. ALL STRUCTURAL C%PCIOM OF US ENCLOSURE Sl OTHERWISE.ARE OF AL goy k TEMPER 6063-T6 UNLESS 45` 3.151" a� 6. THE SOLID WAIT PA�SHOVIN SHALL COMPLY 1ITH RECOGNIZED LC.B.O., Ilh 3.00' MALE GROOVE 3.00" STANDARD FEMALE l 2 3.00" '� CHANNEL 3 4S ADAPTER x 3" 4) 3.007 ADAPTER 3.00" BASE & CAP EXPANDER l 6 J TION SERVICE INC.REPORT BE THE LL�Uuc nm�A"aA"�'�" SGT m w III I 7 AREA OSURE OF RaiE IONt, WALLAREOUIR�ND ONEEM OPEN 4.211' i �I 9 OF 63 PERCFAT OF A7�BUM A 1NILRJM OF 6 1-211, WAU-MEASURED FC%THE R DOR. (s OPEN IS 3 031' 3.78T 663" 312L1• AND/OR READILY RWOVAAE 1RMISPAREHT OR THAN 1/8 OF AN MH IN THMESS,SEE NOTE 0 & PORTIONS#THE A{! NOT f1EGUIRED W BE MAY BE GLASS TNAITCCONPLIES WITH CNAPIER 24 OF CODE WHEN QED BY THE BUILDING OFFAL b CHAPTER 24 OF T}iF£C MAY BE SUBSiNTUTW FOR r `S N NOTE¢I.AS PERWT1ED BY SECTION 104.2 OF TH MATERIALS OF Oq%Xr N..(,�WE nM TRANSOM JAMB 1 t 9. WIN THE R00F P �SPAN IS PARALLEL W Tlf I s; R c> THE�A"OF THE WALL i b �. HEADERS BEAMS I COWL BE YERIRED BY AN LV b I ! x r THE ATTACHMENT i 8OR APPROVAL. IS NOT A PART OF OEM ROM B ADEQUACY 51 10. THE BEARING SVSTE IlM S HAVE BEEN OMM l 74' REQURED BY C L*%16 OF THE UN IFOW BUUM i tl iri L 3.037' 3151' 2910• ACT N17H D15SrM AR MATERIN S PERU 8 C.SECIWN f{ ;7$4• 2266 11. ALL ALUMINUM N I � i 12 EITPAHSION 1.82 P' S91ALL BE'HAD Kw-BOL.T r PER iC 6 0 EYALI► REPORT NO.4H27. INE 3/8• TOP TRACK / EXPANDER `71 3.00" BASE EXPANDER l6 J 3.00 SILL ty) HEADER �O RACEWAY CAP 12 A MI +'"MLUE(LH of sss POU 11 13. TEMPERED GLASS 1%A THICKNESS NOT TO DIMED i . �� , ACCEPTABLE ALIFlhJ �10 PlAS11C INICAIID N N011 GU1SS SHALL 11 7D THE REOLAROETIIS OF CHA 4 (s LC.B.O.EVALUA7%SERVLCE.NC.ACCEPTABUo. 1 • IN P 208' 7 T 14. ALL EMSTNG WOOD 1%TO HAW A MINIMUM SPECIM OF al lti 3275'_ I r. .06 7 � L43' 3.874' 'l 4,25 HANGING RAIL t3 3.00" HANGING RAIL 14 LS. JAMB 15 16 3.00' TRANSOM R.S. 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I l; t I r i to r e�.e♦f.r.► C •eieee♦e eee• � � e♦4e♦i♦4� � 1 I 41 t' P � � i �I k� � IU ;{ll ; r4e4♦.♦ � � �. ���.+♦�'� _ _ t(«���♦�.♦.����� pIT i t S � r � i1.Nt r•A'..: J ..I7 i} ESI i'� � ( ➢l 1 D6 �� � I.6' �, ► 9 If b I I� I�t i•�t d II JIr I C : �� I i, TABLE NR1N—BEARING WALL M rr TABLE "Al':' BEARING WALL MULLIONS—SECTION A " ' MAXIMUM MULLION TYPE MAXIMUM MAXIMUM MULLION TYPE MAXIMUM MULLION DET.© DET. DET. E TRIG. MULLION DET.Q DET. D DET. E TRIB. MAXIMUM MULLION SPACING WIDTH SPACING MU WON DET. DET. MAXIMUM MULLION HEIGHT MAXIMUM MUWON HEIGHT WIDTH SPACING 20 PSF LIVE LOAD, 70 MPH WINO 30 PSF SNOW LOAD, 70 MPH WIND 30 1/2" C/C 11'–g` 11'-9- 11–9 11'-0" 30 1 2" C C 11'-9' 11'-9' 11'-9" 9'-4' 30 1 2" c c 70 MPH WI 12'-0' / 9'-3" 46` G C 10'-6" 11'-9' 11'-9' 6'-4" 46" C/C 46 C C 11'-3" 11'-9' 11'-9" 56 1 ?" C C 10'-3' 11'-9' 11'-9' 6'-2' S6 1 f 2" C/C 9'-9" 11'-9' 11'-9' 4'-4" 56 1 f2" C/C ]0'-8' 12' p" 20 PSF LIVE LOAD, 80 MPH WIN 30 PSF SNOW LOAD, 80 MPH WIND 80 MPH WI I 30 1 2' C C 11'-9' U'-9' 11'-9' 11'-0" 30 1/2" C/C 11'-3' 11'-9' 11'-9' 9'-4' 30 1 2" C C 12'–O' 12'-0' 46'C C 10'-0" 11'-9' 11'-9' g'_3. �" C/C 9'-6' 11'-9' 11'-9' 6'-4' • C/C 10'-4' 12'-0" }s .a 141�h� 1 ,'s; 56 1/2" C/C 9'-0' 11'-9' 11'-9' 6'-2• 56 1/2" C/C 8'-9' 11'-3" ]1'-9' 4'-4• 56 1/2' C/C 9'-4' 12'-0' yf 30 PSF SNOW LOAD 90 MPH WIND ! 20 PSF LIVE LOAD 90 MPH WIN 90 MPH WI 30 1 2" C C 11'-3" 11'-9' 11'-9' il'-0' 30 1 2" C C 10'-6' 11`-9' 1i'-9' 9'-4' 30 1 2' C C + 4 11'–t0' 12'-0` 46' C C 9'-3' it'-9' 11'-9' 9'-3` 46 C C 8-9' 11'-3' 11'-9' 6'-4' � L;/;; 9'-8" € a � 56 1 2" C C 8'-6' 11'-0' 11'-3' 6'-2" 561/2" C/C _ 10'-6' 10'-9" 4'_4• 56 1/2 C/C 8'-8' 11'-3` � 30 PSF SNOW LOAD 100 MPH WIND 20 PSF LIVE LOAD, 100 MPH WIC D 100 MPH WI 30 1/2" C/C 10'-0" 11'-9' 11'-9" 11'-0' 30 1 2 C C – ' if-9, 11'-9' 9'-4' 30 1 2' C C 10'-6' i '_p• 46' C C – ' 1Q'-9' 11'-3' 9'-3" 46--C C '-0' 10'-3' 10'-9" 6'-4" 46" C/C _ 8'-7' + _,, 56 1 2' C C T-6' 9'-9' 10'-3" 6'-2* i 2" C C 9•-6' 9'-9' 4'-4• 56 1 2 C C 7-9' 10-0' lm� � `" 20 PSF LIVE LOAD 1 10 MPH WI D 30 PSF SNOW LOAD, 1 10 MPH WIND 110 MPH VVI I;k , 30 1 2"C C 9'-3' 11'-9" it'-9' 11'-0" 30 1/2"C/C _ • 11'-6' 11'-9' 9'-4' 30 1 2' C C 9'-7" 12'-0' �Ia jj 46' C C T-6' 9'-9" 10'-3" 9--3" 46" C/C T_ • 9-6 9-9 6-4' 46" C C 7-9' 10'-1' 56 1 2' C C 6-a- 9'-0' 9'-3' 6'-2' S6 1 2" C C t $'-9' 9'-0' 4-4' 56 1 2' C C T-0 9–1` 20 PSF SNOW LOAD, 70 MPH WIWD 40 PSF SNOW LOAD, 70 MPH WIND _ WHERE 6'-0' W&E DOOR OPENING occUlzs 'I� I sll u USE 80%OF HIE 30 1 f 2' C/C 11'-9' 11-9 11-9 10'-8' 30 1 f 2" C C it'-9' 11'-9' 11'-9' 8'-9" 1S SHOWN IN TABLE ABO 46 C C 10'-6' 11–9' 11-9 9'-3' 46 C C 10'-6' "1 C k E a 56 1 2' C C g'–g• 11'-9' 11'-9" 6-2• 56 1/2' C/C 9'-9" 11'–g" it'-9" 3'-2' 20 PSF SNOW LOAD, 80 MPH WI$AD 40 PSF SNOW LOAD, 80 MPH WIND 301 2" C/C n'-s` 11—s 11'-9" 10'—$' 30 1/2' C/C 11'-9" it'—s" 1r-9' $'-9• ' c c s'-3' 11—s 11--g- 46 s'-3' 46 c c "C": TRIBUTAR TABLE 9'-3 11'-9" 11'-9' 4'-10" 56 1/2" C/C '_ • 11'-3' 11'-9' 6'-2 56 1/7 C/C 8'-9' 11'-3' 11'-9" 20 PSF SNOW LOAD 90 MPH WI O 40 PSF SNOW LOAD, 90 MPH WIND WIDTH 30 1/2* C/C 10'-9' 11'-9' 11--g- 10'-8' 3p 1 2' C C 10'-3" 11'-9' 11'-9' 46" C C 8' 11'-9' 9'-3' 46' C C 8'-9' 11'-6' it–g` 4-10' MAXIMUM MAXIMUM 6-2 PROJECTIOFII 0'-6" 1'-0` 1'- 56 1 2' C C 8'-0' 10'-6" 11-0 8'-0* 10'-6' ii'-0' 3'–Z" lr 's t g i+ 6' -0' 3'-3' 3'-7' 4'– 20 PSF SNOW LOAD, 100 MPH VAIN© 40 PSF SNOW LOAD 100 MPH WIND T_o' _ +,_ 30 1 2' C C g'–g' W-9' 11'-9` 1O'–$' 30 la C/C V-6- 11'-9' 1'-9" _ 8'_0 3`-9" 4'-1' 4' 4'-3' 4'-7" 4'–i 6 46' C/C 8'-0' 10'-3' 10'-9 9'-3' 46 C/C 8–Q 10'-3- 10r-9 4'-1(` 9'-4' 4'-9' S-1' S'– 1/2 C/C –3' – 9-9" – C -3" 9-6' – 3'-2' – s_ a 5' 3' S'–T 5'-1 ' 20 PSF SNOW LOAD 1.10 MPH VAtND 40 PSF SNOW LOAD, 110 MPH WIND i1' 5'-9" 6'-1 6'— iF _ _ i� 4 ! ,& 1 :r 301 " c c s•-0• 11-6 i '-9' iv—s" 3O ' c c a'—g� 11'—s 1�'-s' _s, 12'-0- 6'-r 6-1 7 ' ' 46' C/C 7'-3" 9'-6" 9'-9" 9'-3' 46` ca T-3" 9'-6" 9'-9' 4'-10` 6'-9' 7-1' T– H 56 1/2" C/C 6•-9' 8'-9' 9'–O' 6-2 56 1/2' C C 6'-9` 8'-9" 9'-0" T-2• i4'-0' 7-3' 7'-7' 7'-1 f'I �? . Igg 1 15'-0" 17tp 8�3. g.�. 9'-4 i 1 I i — !? _SEE Tl 'D' FOR PANEL SPANS TABLE 'D : MAXIMUM ROOF P i PANEL SPANS* DESIGN PANE OES04AT�IV IMUM ALLOWABLE ' TABLE "E": BEARING WALL EXPANDER — M LOAD 11-3-21-32 20 PSF EXPANDER MAX oEsra1 S) 15'-6' TYPE MU]110N 20 PSF 30 PSF 40 PSF MPH 80 MPH 90 �, �. ;' ; �� 20 PSF 14'–B" SPACING LIVE/SNOW SNOW SNOW MiND+ W91D= " LOAD 30 1/2" C/C 11'-0" 9'-4" 8'-9' 1'-0 i1'-0' 11 30 f`7 it 1 SNOW LOAD 12'-1" DEfAX I ' 18 46" CfC 9'-3' 6'-4' 4'-10" 1'-0' 11'-0' 11 SNOW LOAD iQ'-7" Z 40 PSF 70.80.90, gyp + s �&WM 15'-6" 56 1/2' C/C 6-2' 4'-4' 3'-2' 1'-0' 11'-0' N � MAXIMUM PANE OVERHANG IS S-0".Tr ' 4 I � 1 ' I t a ` IK t SR ifrw'L^ x � r STRUCTURAL MULLIONSPACING j ,, '• k s: STRUCTURAL MUUJONS SEE SCHEDULE BELOW 48 MAK AT GLASS STRUCTURAL MULLIONS SLIDE INSERT TO AN OPEN P SEE ENCLOSURE SCHED. SEE ENCLOSURE SCHED. PLASMC SPACER THE VERTICAL WITH 80TH HANDS. LIFT INS P� END THE BOTTOM WARDS THE INSIDE OF THE EN PER ENCLOSURE 1 DRAWINGS AT TOPNTINUNG TO PULL INWARD. k $ 'I ENSEE CLOSURE PER AR w1D1H a 8 INSERT WIDTH, if scHEoutE � DRAWINGS —� WINDOW INSERTS.SEE r Ii SCHEDULE BELOW FOR 3 I t DIMENSIONS k CONTINUOUS < ' WEATHERSLIDE /8"THICK MAX BRUSH ALL TEMPERED GLASS AROUND-T1P. f d �p @ 1 CONTINUOUS POLYVINYL. a 4 s VERTICALLY ADJUSTABLE `� '- CHLORIDE GLAZING CURD fi < a HANDLES c POCKED TYP.ALL AROUND �t T{E�t 4€1 4r c� T COWWEATII it �h t bii �t yx nri s ! ,a�yi. �f P � BRUSH i3��� i 'X61- 1 AROIIND-EYP. %/ 1, I ADJUSTABLE ROLLER j WINDOW SILL ASSEMBLY W G� DRAWINGS TYPICAL EACH END i AT BOTTOM H IZONTAL SECTION 1, T 8 t TYPK AL EACH 2406 GIN EACH PANE OF(LASS IDENTIFICATION LABEL PER UBC SECTION C CORN OF INSER aI t if (� VERTICAL SECTION ' I I; �Ali " i � ' 11 !f, ,i `i ASSEMBLED WINDOW ELEVATION e GENERAL R M N S AN I 1. TEMPERED GLASS CAi EXCEED 0.125 INCH w 2 1EUPEItED GLASS��CT TO HUMAN IMPACT COMPM iiiiii k r 3 TEMPERED GLASS WIALLED IN AREAS WITH BASIC WK k y { tali} iii i SASH p� AND 6REAIER)0 WITH AREA LIMITATIONS OF i ifL n I III t VERI>E RESISiWG MIO F AND IS SUPPORTED IN ACCORD GLAZING i 11 1 �"AIOR + ! 4. THE GLASS MSM A Y IS REaai rMOVABLE WINDOWCHEDUlE — TEM I NOTCWNVERTICAI SASH r r j, Iff— 'iMAI I LII s I I p I 1 II 1. Y W&t IM x tU a i1 1 11 445'C/C 225'x51 20)5"x4913" 14 � t. : --- ---- ---- ---- Wo SWW CHASE k b rc3€ f ar I t F 1 I AT tZONTAF SASH' 3LY C/C 1525'x'Sil' 115'x 4213' _ _ �a� —T e �� IPI �- 1 k t 4t HORIZONTAL SASH PER 1� HORIZONTAL SASH a�€ d' TO SA NECTION h) plw ic a a k v ,f' I , Ia a ;, - ,,s� I# �S GLAZING AT USE III H r i x a USE FOR iFAIPERED ti I GO MPM AND 90 MPH SFE OETAII 90 MMI ' i .f € � USE FOR TEMPB+fD CLASS(XADNC AT 115E FOR AgL1L1C GLAZING AT 70.B0 AND T 70,m AND !0 MPH AND 90 MPH MPO. SEE OETAL 90 MPH MND AND TEMPERED GLASS GLAM AT RK?1T FOR NOT SHOMN Al 70 �� 6 USE FOR TEMPERED GLASS GAZING AT USE FOR ACRYLIC GLADNG AS AT MPH FOR 0MPHIONS s I ' a d0 MPH AND 90 MPH MWD. SEE DETAIL 90 MPH MLO AND 1E11PEfif�CLASS 6LAZPIG LOT S11pMN. AT 10 MPH MND. AT Wff FOR 9ND SION4 NOT SHONN. AT 70 MPH 11AtO. a�, (OUTSIDE SASH O OUTSIDE SASH hJ TpI ` — CENTER SASH if ,3 — -- ip Tf- �,,. � Ilt q I� � ��i. i � g i { I • �I � ��� i fifipp l 'q{. - y ��gy� �t�yYgax 1 � e r ,A1, AlISM W NZI Js z", W,� 60, 'Ri X v,I 0!, %li `4 77"';'t % 1"', iPA Ilk Z'-I� -A' �;44 W,�'l �4 -It7 �,�,,on In, ,K 70 34�M""', It I-I -,-,,i 7 "'A A j -'l 0.5�-- I', Ti f#o&4 -77—F, 0 0. Al 4jr' 41, #A to Cato- 4 "JIM Ines IZ t .4 4 it