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Home My WebLink Aboutscreen-001.pdfALAIJIMMUM SCREEN DESIGN BEAM TO FASCIA SEE GENERAL NOTES & DESIGN STANDARD FORADDITIONAL SMB FSI 1X2 ATTAC14ED TO BEAM W/ (2) 410 2" INTO BOSSES, 2X2 ANGLE IS ATTACHED TO BEAM W/ (2) # 14 2" THRU 1X2 EACH ] SIDE TYP. BEAM TO WALL CONNFw-'TION 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4" TAI:! -ONS (# 14 4" IF TO WOOD STRUCTU'a) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATT?:GRED TO BEAM WITH (2) #14 l" F: LN 10 BLOCK WITH 2-1/11" X 14" T�, PCON 8" WIDE GUTTER BRACKET W/ (4) 1/4" X 3" LAGS & (2) # 10 3/4" INTO FRONT OF GUTTER 1/4" X 3" LAG SCREWS 24" 0.( 1X2 REC. CHANNEL W/ BEAM TO BEAM CONNECTION 2X2 ANGLE IS ATTACHED TO STRUCTURE N TH I LESS 010 1" THEN BEAM SIZE &.. TO BEAM WITH 4 #10 1" PER SIDE PURLINS ATTACHED TO BEAM W/ (4) 910 2" SMS ti NOTES 1. GUSSET DIMENSIONS ARE MINIMUM 0., X 8" ON BOTH SIDE OF BEAM, MAY BE • • INTERNAL OR EXTERNAL • • in SUBTRACT TO MAINTAIN A 1-1/4" O.C. ti NOTES 1. GUSSET DIMENSIONS ARE MINIMUM 0., X 8" ON BOTH SIDE OF BEAM, MAY BE Q INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR in SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE 014 SMS 1-1/4 O.C. DESIGN STATEMENT METAI. IS O46 THICKNESS OR GREATER. ALLOY IS 6005-T5 t`,.t.,U1VrINIi ` ?11 LI'.1 If),.. -.-I -d AI L TAPCONS Si,..LL PROVIDE MINIMUM OF 1 1/8" I'MBEDMENT DEPTH ilLllS �'ff: X tI RS HAS BEEN DFS1GNED IN ACCORDANCE TO MEE'1 THF RE QUIREME`. TS OFTHE 3014;5'FH EDI 'I10N) ;-TP,(1 fLFLOR. PUILCI G CODE FOR OPEN AND SEN11-OPENSTRUC TIRES ^SiiA'.T % I SA TTI -ANDLL ,iiENVNi TONE: 1=7 , ,VEIIDSOr MPlil[(' JOMINAL. SPEED II' NIPH UPTOA 15 iK0Opi:, iuHC FACTORDI 1.1.A -POSUi ' • d, /•'1` ( Q'T'R_.+ SHALL I CLD -✓FR 1 Y All PLANS DIMENSIONS PRI(`-` J VIA!, RIAL POR( EASC F ABRI(- ' -N ANO CON , I Cb,, R..'- CSr`.�INOTIFYTIEENGINEtRIMMEiDIATELYSHl .[ED S1"i'tr-"DlTtONS DILFI-RFROi,: 'SiRUCTION'I `>7 6 LT?1Y;NUly :1 FF d' ,!_ r 1 ALUMINUM SCREEN DESIGh',i' DOOR FULL Z OR DOOR JAM STANDARD 2X2 POST OR DOOR JAMB n m O 2 HINGE DOOR O z EACH DOOR IS SCREWED INTO UPRIGHTS WITH #14 3/4" SCREWES 24" O.C- 1-12" X 5" PLATE W/ (2) 414 3/4" 2X3 WIND BRACE IS BLIND TOE & 1/4" THRU BOLT NAILED TO ALUMINUM STRUCTURE WITH (2)&1�4 WIND BRACE DETAIL E' t Ti M NUMSCREF,NDF SIGN, �"CX 1 AL UMINUMSCREENDESIGN r. SLOPED PURLIN CONNECTION DETAIL IYlIHIIIJ 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 3" THRU BEAM INTO PURLIN EMBOSS OR: 2X2 ANGLE W/ (4) #14 3/4" 1X2 SNAP LOCK TO 2X2 TOP PLATE INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ (4) 414 3/4" INTO EACH MEMBER PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 1X2 SNAP LOCK TO 2X2 TOP PLATE 1X2 FASTENED TO UPRIGHT W/ (2) #10 2" INTO BOSSES LAP BEAM OVER UPRIGHT W/ 3/8" THRU BOLT W/ LOCK NUT V, (IN M 1 A Q/A" DFP CTF DESIGN S CATs NIF'TJ \[ETALIS.046TIIICKNFSSORGRF TE \_i,)l IS600i-Fi ALL T/�PCONS SHALL PROVIDE MLNIMI.NI OI 1 �- 1 AIB"DMENT DEPTH ill, I z I TOO. _ 7M PIS STN',: i URI=:IAS RrF:Nv DESIGNED IN ACCORDANCE TO N$!_ T "CHL REQUIRENIEN'iS OF' TlIF 201J f5 H "ED12 f-, , ONE; 407.141-14.70 OF ! r,,OPTCA BUIT DING CODE roi: OPEN AND SEMFOPEN STRUCTURES AND SHALT_ WI TIi S fAN _1 ULTIMAFL V c SPEEI1i MPH AR 3 SLCONO ( L " �? NOMINAL SPEED I17 MPH UP FO A 15FT ROOF HFR,F f, %ACI. k01 10. AND EYPOSI.n I 1 - ', C% T=AA: �'-t)'I_�'�,�1 1_7LI� C� iTRAClu.' ."::ALLFIL DVLRITYAI-LP,_.Av1 :n4HNS10NSPRIORTONIAFERIAL PU RCHASE, FABRICATIJ� '"1DCU"lIPUCIION l C,M I i ACTOR SnAi-L NOTIFY 3 HE ENGINEER IMMEDIATELY SHOULD SITE CONDFPIONS DIFFER FROM CONSTRUCTION PLANS O( gile, COPY Z_ G _ ROOF BEAM E' t Ti M NUMSCREF,NDF SIGN, �"CX 1 AL UMINUMSCREENDESIGN r. SLOPED PURLIN CONNECTION DETAIL IYlIHIIIJ 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 3" THRU BEAM INTO PURLIN EMBOSS OR: 2X2 ANGLE W/ (4) #14 3/4" 1X2 SNAP LOCK TO 2X2 TOP PLATE INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ (4) 414 3/4" INTO EACH MEMBER PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 1X2 SNAP LOCK TO 2X2 TOP PLATE 1X2 FASTENED TO UPRIGHT W/ (2) #10 2" INTO BOSSES LAP BEAM OVER UPRIGHT W/ 3/8" THRU BOLT W/ LOCK NUT V, (IN M 1 A Q/A" DFP CTF DESIGN S CATs NIF'TJ \[ETALIS.046TIIICKNFSSORGRF TE \_i,)l IS600i-Fi ALL T/�PCONS SHALL PROVIDE MLNIMI.NI OI 1 �- 1 AIB"DMENT DEPTH ill, I z I TOO. _ 7M PIS STN',: i URI=:IAS RrF:Nv DESIGNED IN ACCORDANCE TO N$!_ T "CHL REQUIRENIEN'iS OF' TlIF 201J f5 H "ED12 f-, , ONE; 407.141-14.70 OF ! r,,OPTCA BUIT DING CODE roi: OPEN AND SEMFOPEN STRUCTURES AND SHALT_ WI TIi S fAN _1 ULTIMAFL V c SPEEI1i MPH AR 3 SLCONO ( L " �? NOMINAL SPEED I17 MPH UP FO A 15FT ROOF HFR,F f, %ACI. k01 10. AND EYPOSI.n I 1 - ', C% T=AA: �'-t)'I_�'�,�1 1_7LI� C� iTRAClu.' ."::ALLFIL DVLRITYAI-LP,_.Av1 :n4HNS10NSPRIORTONIAFERIAL PU RCHASE, FABRICATIJ� '"1DCU"lIPUCIION l C,M I i ACTOR SnAi-L NOTIFY 3 HE ENGINEER IMMEDIATELY SHOULD SITE CONDFPIONS DIFFER FROM CONSTRUCTION PLANS O( gile, COPY SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 0000 O 1/8" THICK ANGLE BRACKET ATTACHED -I'D UPRI"1'E AND G1R I WITH (6) 414 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE "'A.S. S.T'.NI. A-36 STEEL CLIP Wl'EH2 21/4"XI/4TAPCONS • COMPRESSION SLEEVE EACH CABLE WILI- SLIPPORI" 227.5 SQUARE PELT OF WALL AREA 45 DEGREE NIM MUM CABLE DETAIL 1/8" STAINLESS S TELL CABLE 12' TO 14' 3"A.S.1.M. A-36 STEEL CL71' WITH 2 1-1/2"XI/4" TAPCC ((2)'414 2" IF TO WOOD DECK) 1ISHALL BE THE RFSPONSIBILUY OP THE CON TRACTOR TO INFORM TI IE IIOMEOWNER THAT THP. CABLES AND CABLE A"11ACI:MEN"I MUSTBEINSPECTEDBYTHE HOMEOWNER AT LEASTTWICL A YEAR TO El MINATE ANY DLI ICIENCILSASSOCIATI WITH TENSION SLACK AND/OR CORROSION AND IF NECESSAPI' TO MAKE CORRECTIVE REPAIRS IOMAINTAIN T'BE CABLE FULL TFN (NO SLACK) DESIGNED POR STRUCTURAL LATERAL. S fABILI"'Y ; ALUMIN OMSCREENDESIGN.COM ALUMINUMSCREENDESIGN ' ,DYAHOO.COM PTIME: 407-747-1470 I _ SPFi-�S i,i AY: 407-734-1790 Y BRACING DETAIL, 4" X 4” PLATE W/ (3) 014 3/4" INTO EACH MEMBER "I YP. 4" X 4" PLACE W'/ (3)1t 14 3. INTO EACH MEMBLR TYP. LE`:CN STATEMENT iA11 I Al It 04611 IICKNLSS OR GRL ATC R. ALLOA IS 600, -` - ;ALL I V'[ DSAS S] LAI.L PROVIDP N W,I VE NI01 1 1/8" 1-MBLDML I DL'Pl II T ISS7 ,1'C '- K\CGL: SDC C:';PD IN CCO;<U AMCi. 10AILL THF. RPQ .IRLNILNIS I THE 2014 LATH EDI TION) (lr .., I IORd ILI''":C"' )i i 01 OPL N AND SEMI-01ENSI'.,CIUKLS IN D SEA L -L Wi I H.. L'C,D„HMAlLWL.D I,I;MPH(PORTS' ONOCU' - ONu � r,lU17b1PH PTO A'[I ROOF IILICH FACI'C'R �I ID. AND CXYOSURCC CONTRACTOR SI V II / :I'RII Y VI L '1_:ANS „IN:I ASIOt` l Rl!TG lO NIA rER1:AI / CHAS!`:- I ABRIC.ATION A,]D CONS ' U( CiDN CONTRAC'I"OR SHA,I D _ ":. FNGINEER ItvIMLD1ATLI.Y SI IOULD SI CF COND: IONS D1PI:TR PROM CONSTRUC rIO�, '` SIDE WALL DETAIL IKOA AN UMSCREENDESIGN. r Obi _ l;ivllN(JNISCREENDES1UN X N CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) 410 T' PER SIDE KICK PLATE IS ATTACHED TO STRUCTURE WITH # 14 3/4" 6' FROM ENDS 18" O.C. File COPY SELF MATING UPRIGHT DETAILS 1X2 INTERNALLY SCREWED THRU2X2X1/8" ANGLE TO UPRIGHT W/ (2) # 10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR MIN 4" SLAB 2500 PSI CONCRETE W/FIBERMESH - DESIGN S 'ATEMLENT ,IFTALIS. O46THKKNESS OR GI CN3LR,,4LIOY IS 600_-6 ALL TAPCONS SHAI J. PROVIDE NIININIUNI OF L I/8" LM6EDNIENT DEPTH I HIS STRCC'I RL H AS '"' ')r IGNLD 5 ACCORD A� TO A EI I l SIE REQUIREMENTS OF Tkii_ ?0 L L l� (r I - ION) LO'Nj h:4G, 4/�-I !,/0 OF THE FLOR.i „V ,�uC IUE F'Ok Vh EV Ai ��:'. .II C-_,.---- I' -TIES AND SHALL WI[ lS'!X!' I T . t SPEEDSOI iJOMPH(FOR '.rCOXCUSTS,N:-' !INA1 SPFFLI MIH UP LOA I�FT ROOF HEIGHT FAIOROF 0Avlt' POSi R ' : , -.l J01, '..1�. toi -.^ _ _ CONTRACTOR -TALI FI, VER Y ALL PLAi.� DIAP NSION PRIOR -1O MATERIAL PURCHASE FAPPI( ATO VD CO, i..D l CONTRACTOR SHALL NU i Li ° "^F_ ENGINEER ININIEDIA:L.. _ StICGLD SITE CONDITIONS DIFFER "TION ... _. L UPRIGHT SHALL BE STITCHED W/ # 14 X 3/4" SELF TAPPING SCREWS 12" O.C. TYP. #14 1" PER SIDE & 05 �i � x � I ir, , .� fir. •.��[p}16 � : 1 Y _ .. k to ("$- �/Ti VRt 1 l 1X2 SNAP LOCK TO 2X2 TOP PLATE A I F k F Q p N > SIDE WALL UPRIGHT m k a o Z—� A a O O _D n F a y 0Od O F Z O J 00 O m SEE GENERAL NOTES a & DESIGN STANDARD o' X FOR ADDITIONAL INFORMATION TYP.) 2X2 1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) (5" X 1/4" IF THRU PAVERS TO FOOTER) #14 3/4" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. #10 2" PER SIDE AN UMSCREENDESIGN. r Obi _ l;ivllN(JNISCREENDES1UN X N CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) 410 T' PER SIDE KICK PLATE IS ATTACHED TO STRUCTURE WITH # 14 3/4" 6' FROM ENDS 18" O.C. File COPY SELF MATING UPRIGHT DETAILS 1X2 INTERNALLY SCREWED THRU2X2X1/8" ANGLE TO UPRIGHT W/ (2) # 10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR MIN 4" SLAB 2500 PSI CONCRETE W/FIBERMESH - DESIGN S 'ATEMLENT ,IFTALIS. O46THKKNESS OR GI CN3LR,,4LIOY IS 600_-6 ALL TAPCONS SHAI J. PROVIDE NIININIUNI OF L I/8" LM6EDNIENT DEPTH I HIS STRCC'I RL H AS '"' ')r IGNLD 5 ACCORD A� TO A EI I l SIE REQUIREMENTS OF Tkii_ ?0 L L l� (r I - ION) LO'Nj h:4G, 4/�-I !,/0 OF THE FLOR.i „V ,�uC IUE F'Ok Vh EV Ai ��:'. .II C-_,.---- I' -TIES AND SHALL WI[ lS'!X!' I T . t SPEEDSOI iJOMPH(FOR '.rCOXCUSTS,N:-' !INA1 SPFFLI MIH UP LOA I�FT ROOF HEIGHT FAIOROF 0Avlt' POSi R ' : , -.l J01, '..1�. toi -.^ _ _ CONTRACTOR -TALI FI, VER Y ALL PLAi.� DIAP NSION PRIOR -1O MATERIAL PURCHASE FAPPI( ATO VD CO, i..D l CONTRACTOR SHALL NU i Li ° "^F_ ENGINEER ININIEDIA:L.. _ StICGLD SITE CONDITIONS DIFFER "TION ... _. L UPRIGHT SHALL BE STITCHED W/ # 14 X 3/4" SELF TAPPING SCREWS 12" O.C. TYP. #14 1" PER SIDE & 05 �i � x � I ir, , .� fir. •.��[p}16 � : 1 Y _ .. k to ("$- �/Ti VRt 1 l ALUMINUM SCREEK DESI CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI LUN,—N UNISCREENDESIGN.COM ALUMINUMSCR EENDESIGN Ccu'AI OO.COM _'HON 407 47-1470 X. 47,','/34-1790 File Copy CONTRACTOR SHALL BE RESPONSIBLE FOR PRO V I D1NG: VAPOR & TERMITE PROTECTION (IP REQUIREil) CONCRETE SHALL BE AMINIMUM O Q'P�I CONTRACTOR SHALL SECURE COLUMN BaerICI NED E:D<.E 4401 V d ':1 AND A,J N ownZ-o tnm m N cp O A z i > to N j 0) n II' W o OD > NNonM JC DC, p JnC `GV. ^n mom r p .g o rl• m ^~ m0 < O N � o > 0 �x v o0 o z , w .�•'• lBa (T1 D vl .C!) mN�'an0 W m d m m r 3cD a o Q m \ 3 a�o� N LL— TOV -o>co Nom�(( 24'.:�`g 5� $O .Q<MQ N �, D JJ S ID O _. 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