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HomeMy WebLinkAboutSUBMITTED PAPPERSI LxZ I X X SIto X X zx tiv zxy I s" .SJP'(iQ bJ1��R Y z' o0Rl444 zxt v T Lx s N > '� X 2x.2 SCABN1NED St. Lucie County JI% S.S. SJYpon— !e'O � C- ReQI`� �lf�S eJfru oaz/) 3� �Sv h Adl rI z%Z , FR--a l P ry a . sioZ PRL46 .PW3 ;4RJ fi , e �.. _e, ,dr J THICKENED EDGE REQUIRED 6" DEPTH & 12" WIDTH WITH (1) #4 OR 5 REBAR 1ER��l1E 1R1EA1M'E�N1 RIEQUIRED Imwi ce RCrl-ONLL JOB OR I .ENO INSPECTION WIEE MADE 30 ;` j36 POOL- I Rez64),cfLlLF, ALLD I PILO' PCp-gl n�JM co[:Lr�>>s SI ©2 PH -LED P/gliS Crk ..,.'� Jr a I � SUPER GUTTER & BEAM C❑NNECTI❑NS 1•x r 1\T rcY14�b+ B �� •M5, •00 4CY 4IT111 r.[. wf .5 r[.maL `\ \T •lY+umN rr a e uc 6[aI I.0 FIRE AS nwu CONNECTION DETAILS FOR KNEE WALL POOL CAGES r m4 / '• f o�� � y . u`•',, l"` Sae l» r © r / • r,YH r e / / 6 9 9 Y s0 •.snI s71 LY. 1<L> •�•• 1/ use cw<cliws. � �I �. 1 r po • + I\r sNs aar g \/ 1 d- A•1A . aQ ARE I anco �/ _ _ s.a m. If • wnr« r a M. Sef or 6 O 0 Df+•R �. Qi n 1 t 9a MIT Aw . nlf m cau.H OR nil .G ton. lW`GVfil• 1- FASTENER S fl aT ¢W La Y 1 �• �:'m Pv . rib . • a .. Ym r 9! ]o A • b ./ e 0 RM• h• r R our .amp q IIo srs raw cIM I Wlo artp AID rAw sa a IrAR 3' I a Rua na.I >P r en• _u Po. r.m BEAM TO BEAM CONNECTION DETAILS LC ` po m FASTENER SCNCI 62 D o 0 0% 0 0 0 0 0 0` O0 J 0 i ' O 0 0 O O 0 O 01 o L 0 0 0 0 0 o_oj R l.. / a uNb rowa.p / rn r.snra ucou i .n r0 n0.•CA/ ra vn i •YYp A' ,EPT 5O1[7�ON�TACAL Eiy+[_ SFA[r WRONG 2- M,CAL E•T—•AILr-rE2 DETAIL CAGE BRACING DETAILS T 1 RON ,vaa w... •fits, i w np1 .i s° cHO .Ia in j Spa T Le � ,r 3 e N V'• rcp rw.r I 1rPICAL TOP STRAP RRACR III` WIL wKl \. 1 1\Z ME. I e z. • /i YS l YP »nr 1 1 1 ` POST ARM AREA Orcm..c 2'X2'. ANGLE r..� On+.c .ov 2.2. 045 120 • nr sv r. q inns 2.7..05 250 ID CHANNEL t.c•sRc I. W, 2.3..07 375 INTERNAL 8 AIR RAIL CONNECTIONS EXTERNAL anR :�+�� a. NR spn as osr 2.4..05 400 -700 1O z.�.. 5 DE TA I L QIyr i.Pi.4 wi ' •o rm a• • r x•c.5 1•r%a l• • nssl• co-+wws onrt• a0DE , NN e...<L CARRIER BEAMS r s r aas,\ _ B C C llss,=' SCREENED ROOF • SCREENED WALLS vCIKNtC 10 LOCATE THE RIGHT SITB USING THE CHARTS B FIRST LS7AKILENCT a OR Dr THE CARRIER KM ON THIS • «e'• v^• o•.'.• nC IT IS 14-6THEN E&I- 6TIC iDLI LDAOI N • 'UN THIS CXAWLLIT IS F +O1aSTANCE IN LO ON INC CwRIS IOVE FOR IN[ IprA[ SIT Z. LDIII)IN� DISTANCE FIRST. CONTINUE ATO CROSSr:" /I THE SOMCARRIER SCAN THAT HEETS THEDISTE 1U.9NRI.Pgt 12 co.4rnp Lq 11 ISIS yPMLTHE CORRECT CARRIER KM Or 1•'-a' 0GREATER.Ml N K Ca- co.<tn0 • .° .KM z' . a .135 zNBCxTO (j AO CARRIER BE" �\ BEAM TO COLUMN CONNECTIONS A o 0 RDDF KM � a(L �PURLIN TO COLUMN CONNECTIONS © BIY vwux eranAp 42'_O. POST c.IUST K SAME SIII AS RCA BEAK sr d 1»..-Hn r•p a� SPAN OF CARRIER BEAM 1? a LAa ;r..aClRr 'asr• - Ilaa» vLr I ve o W. am a.- O/C i AO rto BQ OF INNEr DETAIL �Gi Y.f. I/fL fl an[ EA a°L Mf L fo sb EACH l P W aac 6 D,.a j O O L !A s,a E. !A I'll, .. i O O ►t5c`,ar om _ MINILT Ism �v�) nSN" Era fIK 0 0 V ° r. i r•�i.a O a M O •S• 4� r» Hr[ Ir•ara 4• Fr .4L P.pf m� �a•R . ,_,n a a< 0R o ,» /,c as Ho ,a e to DETAfV%OA o Io f/ ra01 I r a oa m*svN•L scvtNzol '!� v/ i .if 1.1/a-5!6`��ti�r I -/ HR l r ♦y0 = 1, taut {tlwe Id ° ..11, m EACH 0 i° Y i r rp 121 'C�4osrr orKn sa .d:. 0 1 0 „dA t ENE uigYR I IN; wNEmc TINE[ a °- I 0 — PD :. °.1 ° • ar !Lr 4.Tnr 1/f OR Ali . Cl/C KAN tea' [AOI aR DETAIL BI DETAIL GI FASTENER SCHEDULE r°N IN rurt.m Worm c [C 2,34 .sn . n0 s«s lAa aDE [ a.•n ana US THEN sot © a • • a•. t nR 1•n pO. 5e[ © i.s?a IR n0 L5 Ve•RY aQi r.1s..a N) PC YT EACH 9i rlJ1 a . r rm I. na us 1An SIDE ,J ,Arty IT no INS 4°I Lot I.a L. I•PO Ya1.OH SIDE CNN. •[Art J w rgtal(aa tool to Kr DETAIL B2 A°IlYo f0 DEC. Rust. 1/+/ a[C [aunt 4 PO us EACH sot DETAIL O NICK. msT Ila 1 112 INS a.' M Cb»d CRpa - PER .CYYaf T (F) I (M (I) (L) (M) O 2X4 2X6 2X7 2X8 2X9 T 5' 23'4' 31'-10' 36-2- 44'•0' 48'4- A L 10' 18'4- 25'-2- 28'-0' 34'-10- 38'4- 15' IG-0" 22'-0' 24'-10' 30'4' 33'4' L O 20' W-6- 197-8' 57-10' 2T-8' 29'-I1- A O 1 25' 13'4' IT-0' 19'-6' 248 '-' 26-8' N Q 30' 12'-3' I6-0' 1T-80 22'-54 22'-2' 35' II'-2' 14'-8' 164" 20'40- 22'-5' O 1S 40EIV-6" 13%8' 15'-2- 19'4- 20'.10- 45' 12'-II- I4'2'TA50' NC IX-3' 13'fi' E 55' 1I-60 12'-8' • P4 sHs rc. Ir R ^^• • `•' ra u,tNUI � \ R� o :p 0 I•R<p dllp O Hf .J[a YI(p.j t.o- sat Pa Ln YI 4•r 0 o Wy N N m m ® �D Q () 'Z V Z It- LLI W Z Z LLI IN vi a 611 ALUMINUM EXTRUSIONS ID CHART ET 1.000 1 r- °g f '�_�EXTRUDED SUPER GUTTER -� Il s r g r YARN DESCRIPTION WT A/FT ARE. WALL t FLAACE t %--7 Y CPEN_ BACX -BACK - '26 247 - 045- -. -.0is 2' . 2" PATIO•BEA,. 617 447 045._ ._ Ui5 JA110_EEM_ _ 695 572 o50 050 QO 2' . 3' SNAP BEAM 800 007 555 �'oss'- O 2' . P PATIO BEAU Ills _ 674_ 050- -050- � F _' ..4" Sue 1,104 221 055� _.120- 2' X 4" SKIS .801 .668 .043 .045 QH 2' . 6• SUB 1 358 1 140 055 In QI 2' . 0' SUB 1 407 1.174 055 US I MAIM DESMP now WT 4/FT AREA WALL 1 FLANGE I 0 2- . 7- SUB 1149 1 374 012 .135 O 2- . r SUB W/INSERT 2837 2305 14 26 © 2' . e' SUB 2 0e9 1.744 .072 0 2' . 9' SUB 2 391 1."2 073 224 -MAX ROOF BEAM SPAN. SCREEN ROOF! SCREEN WALLS WIND 110. MIN. DEFLECTION L160. COLUMN USED 1AOU DIPW USED MAX SPACING CENTFJIS Iq1 ,X31 rl,el 11„ 3XSo 4Me Ifl 2X4 M I01 3X4 DIM! IF) 3X4 aMe IN) 2*0 DIM/ (J) 2XI sMe M1I 241 sMe NMI 2X, aMe f,4sMe r-r a.r a-r a-r a•1' a-r a-r a-r a-r a-z r.r a r a r a.r a•r a-1v a -Iv 21'-Iv 21'.I7 2r-17 r .;r•r=v v=r +r r n.r n-r a r a-r xrr n-r a-r 1 r-v 1rr tr f 14•7 tr-r fr r if. 1I r Ir-r Ir-f -r-v I+r_r 1r r 1a.r 1r-r x-r u.v 1r r 1r.r +r-r 2X4aMe H e-v a r ]r f a.r a•r xA n-f A-P ]r•I n•r r-v a-r 71.r a•T a.r a.r a.r a.r a.► a-f r-v a-r a.r a.r x.v a-1r a-r 2r.r 2r-7 a-r r.v 21.r 24•V x-If xnv a.r a-r a.r a - I. a-r Fr a-r a.r Inv a.1v 2! r a-r 2F an a-r 2X7aMe m 4-7 r a.1r x.r a.0• Ti P x.r x-r x.r 3Lr •-v W- r n.r x.r n.r .r x-r a-r a-s a.r r-v W.a.r a.1v a.+t• a.+t• N -r a.r n•s a.s I a-r r.v 2r.r. 2r.r a-r 2r.r a-r a-r a.r a.r a.r r•v a-r a-s a•s, a-s 2r-+• a-v x.v I a-v a-v 2X4aMe L r.r x-n--x-r x-r x-r 4-7 .r.ra•-r !r-f O'-r r-v x.r x-r x•r n-r 3r.r x-r a-17 I n-Ir N-17 f•r 3r-r x-r x-r x•r x-r x-r a•r x-P x•r r-v a-r a•r a.1v a.r a-s x-s x.v a.v a-v r•v 3r-7 7Y T a.r 1r.r a v a-1+• a v n.r x.r 2XIIISMOMIf Q 1f Q-11' Q-IP O r s-v - as r •4r.r as.r 7.7 x-T x r x-+f x-1P Q r 4f-r •r-f 47-r Q.r r•v 7r.r 7r.r a-r Fr. r 2r-r a-r x.r Q•r Q-r r.v ss.r ss.r n-r ix.ri x.r I r ar-r x.r n-r T.v x.v x.r x.r I x-r I x.r I W-s-r x-1- n•r n.r MAX COLUMN HEIGHT. SCREEN ROOF / SCREEN WALLS WIND 110. MIN. DEFLECTION L160. SPACING CENTER 2X3P I (C)� 2X)SMS (D) 2X4PB (E) 2X4SMB (F) 2X4SMS (G) 2X6SMf8 (ALL) 2X7SMB (1) 2XBSMB (L) 2X9SMB (M) 4'-0" 1141I IT-8" I4'-8" IT-0" 14'-B" 23'-3" 26-3" 31'-11" 34'-8" 5'-0" l''-0+ II'-9" IT-5" 15'-9" 13'-1" 21'-2" 23'-4" 28'-9" 30'-10" 6-0" 10'-24 11'-0" IT-10" W-9" 12'-0" 19'-3' 2P-3" 26'-3" 28'-2" 10'-6" 1 11'4" 13'-9" I I'-1" IT-I0' I9'-7" 24'-2" 8'.0" 1 94" 7-10' 1 10'-B" 12-10" IO'-5" 16-7" 18'4" 22'-8" 24'-3" ' SIDE WALL COLUMN TABLE 4. u •11Q1_-.1.r. t2 O OO (D (D Cc O O OO Y-.I .F-,a 1..r 1r-r m, ar-.o ar-a a6'-3 r .r-. ,a'-. .F-, q_4 ,r-�e 2r<a n'-• ar-n 4' r-M r-4 n'-„ u'.r a-4 '4'•i q-. a,'-., r T-e .r-Ie .r_, I•-. q.• Boa v-• an .r 1 O W-i av-. ar.. 4-. sr-.. 22 f W-a D'-r ir_n O-, r 0 �r-i y'-•e i' . I r 2:-. ar•a H-T ar.n Ty 7. •y 2.4 SCREEN ROOF ENCLOSURES CODES: 1. STANDARD BUILDING CODE. 1991 ECIMON. 2. ALUMINUM STANDARDS AND DATA 1988 EDITION. 3. SPECIFICATIONS FOR ALUMINUM STRUCTURES. CONSTRUCTION MANUAL SERIES - SEC. 1 DESIGN LOADS: 1. SCREEN ROOFS -7SPSF UPWARD AND DOWNWARD 2. SCREEN WALLS- 132P.SF. INWARD AND OUTWARD ' 3. SOLID ROOF - LIVE LOAD - 30 SP.SF., DEAD LOAD 2 SP.SF. DEFLECTIONS: SCREEN AND SINGLE ASSEMBLY SOLID ROOFS - 1.160. COMPOSITE ROOFS. U120 WINDLOAD: 110 M.PM, MATERIALS: 1. EXTRUSIONS. SECTIONS, ANGLES. PLATES: 6063•TO 2. FIBERGLASS SCREENING: 60% OPEN - NOTE: EACH SCREEN PANEL SHALL BE SECURELY FASTENED WITH VINYL SPLINE ON TWO SIDES, OR COMPLY TO LOCAL CODES AND ORDINANCES 3. STEEL FASTENERS: HOT -DIP GALVANIZED, ELECTRIC) GALVANIZED. 300 SERIES STANLESS STEEL, CADMIUM PLATED ALUMINIZED, OR CORROSION RESISTANT AS PER 5.1.16. SPECIFICATIONS FOR ALUMINUM STRUCTURES SECTION 1, THE ALINMINUIN ASSOCIATION. INC. 4. ALUMINUM FASTENERS: 2024-T4 S. CONCRETE AND MASONRY FASTENERS: ) NTMIN OF 1-1/4' EMBEDMENT INTO CONCRETE OR MASONRY, EXCLUSIVE OF DECK COATINGS OR PAVERS. MAXIMUM SPACING SHALL NOT EXCEED 24' ON CENTER. NOTE: ALL FASTENER OR ANCHOR TYPES USED MUST MEET OR EXCEED THE SAE WORKING VALUES SPECIFIED BY. THE MANUFACTURER. ANCHOR DISTANCE FROM EDGE OF CONCRETE SHALL BE NOT LESS THAN 12 ANCHOR DIAMETERS. ANY FASTENER STRIPPED OR NOT HOLDING SMALL BE REPLACED. & ALL FASTENINGS. UNLESS SPECIFIED DIFFERENTLY, SHALL BE A MAXI UMI OF 2P ON'CENTER: 7. CONCRETE: MN. 2500 P.S.I. ! 26 DAYS, OR AS PER LOCAL CODES AND REQUIREMENTS. S. EXCAVATION: REMOVE AND REPLACE ALL DELETERIOUS MATERIAL WITH CLEAN GRANULAR FILL COMPACTED TO 90% MODIFIED PROCTOR. SPAN AND SPACING: 1. ROOF BEAM SPANS GIVEN ARE BASED ON THE STRAOH711NE HORIZONTAL MEASUREMENT BETWEEN SUPPORT POINTS. - 2. ROOF SPANS ARE BIASED ON A MAXI.IUM.PJRLIN SPACING OF r4r. 3. GABLED -TYPE ROOFS ARE BASED ON A MAXIMUM ANGLE OF 30%FROM THE HORIZONTAL 4. MANSARD -TYPE ROOFS ARE BASED ON A M AXIANANGLE-OF 455E FROM THE HORIZONTAL EACH MANSARD CORNER SHALL BE BRACED WITH MIN.2 X 2 X.040. S. OOME-TYPE ROOF BEAMS. ABOVE THE OVERHANG OF THE HOST, SHALL BE HDNEE•BRACED AT EACH SUPPORT POINT TO RESIST LATERAL WINOLOADS.. A COLUMN SPANS GIVEN ARE BIASED ON THE VERTICAL DISTANCE FROM SLAB OR DECK TO THE TOP OF THE COLUMN. 7. SPANS GIVEN FOR SOLID ALUMINUM PANEL OR COMPOSITE ROOFS ARE BUSED ON A MINIMUM SLOPE OF 114- PER FOOT, AND A MAXIMUM OF 2-14r PER FOOT. SOLID ROOFS SHALL BE ADEQUATELY ANC14ORED TO RESIST THE REQUIRED WIND4.OAD UPLIFT. AND BE DESIGNED TO PRECLUDE INSTABILITY FROM PONOING WATER BRACING: 1:'^CORNER'CABLES-ORIMCC'DIAGONAL-CORNER'BRACNO'SHU:L--. BE -USED ON ANY SCREEN 2. LRASED" SCREEN -ROOFS SHALL BE DIAGONALLY BR%A & W6 RES15T THE REQUIRED' WINlX.OADS, AND BE SUFFICIENT IN QUANTITY TO OBTAIN A RIGID STRUCTURE. 3. FLAT SCREEN ROOFS WHICH ARE CONNECTED TO THE HOST STRUCTURE ON 2 OR 3 SIDES 00 NOT REQUIRE WIND BRACING. 4. SCREEN ROOF ENCLOSURES SHALL BE ATTACHED TO A PERMANENT FIST STRUCTURE. MNIUM CLEARANCES: 1. VERTICAL CLEARANCE FROM FINISHED DECK TO UNDERSIDE OF THE SCREEN ROOF STRUCTURE SHALL BE Tom. 2. DIVING OR JUMP BOARDS: (FROM FORWARD TOP SURFACE TO UNDERSIDE OF SCREEN ROOF STRUCTURE SHALL BE) A) HEIGHT -iOd: B) FORWARD PROJECTION-lyd:C) SIDES-S-r 3. SLIDES OR SLIDING BOARDS: (FROM UPPERMOST SUDINO SURFACE TO UNDERSIDE OF SCREEN ROOF STRUCTURE SMALL BE:) A) HEIGHT I4 ALL DIRECT10N5. for BONDING: (GROUNDING) MUST COMPLY WITH THE NATIONAL ELECTRIC CODE. ARTICLE 680 22 A.S. LATEST EDITION. ASTM SPEOFLCIATIONS: 6209. 0211. B234. 8241. 6247.8308. AND B249. SAFETY FACTOR COMPLIES TO TABLE 3.3.3 OF THE ALUMINUM CONSTRUCTION MIAMJAL SERIES, SECTION 1. SPECIAL NOTES: TO THE BEST OF OUR KNOWLEDGE. THESE SPEOF"TONS AND DETAILS COMPLY WITH THE APPLICABLE MINIMUM! BUILDING CODES AND FURESAFETY STANDARDS AS PER CHAPTERS 553 AND 533. LAWS OF FLORIDA. AL-1 RESERVES THE RIGHT TO CHANCE OR OMIT ANY PARTS CONTAINED HEREIN, OR CORRECT ANY ERRORS OR OMISSIONS WHICH MAY EXIST. WHILE AL-1 BELIEVES THAT IT'S COMPMATON PROCEDURES ARE RELIABLE. R DOES NOT WARRANT. EITHER EXPRESSLY OR NPLIEDLY, THE ACCURACY OR COMPLETENESS OF THIS INFORMATION, AND ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THE INFORMATION HEREIN. SPAN CHARTS CONTAINED ARE VALID ONLY UNTIL THE 1994 EDITION OF THE 'ALUNANUM STRUCTURES MASTER PLAN' IS PUSUSHED. TO THE BEST OF M/ KNOWLEDGE. THE CALCULATIONS REPRESENT A TRUE AND EXACT INTERPRETATION OF THE 1921 EDITION OF THE STANDARD BUILDING CODE. cam WS Hy j cn n V 2 CA 144 C rz c (7 w 'e 1 xm Q n m