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Ocean Boulevard 982 yyA T • h �. j E /c_r I N(�~ / _F _r) ` - I ', 1 =;:° TRl l( ,UF�E I2' \VIDE by Iz DEEP MONOLITdlc FoOTH1 (TYRCAL) I � I '� I � I a 270 i I f_ �v �'•�yi IJ '{A \ \ \ j. f3'•LL II II ' II JQT UR s YD, I I Ro A5 EN5 TO Ex15 fl LAVE F f A-GOA(24-Ppo-cc IoM I � �o I --- = 0� . — — ooF— �oR` / 2x-XoD44'flOLLo\V PO-')T5 AND EDS E5EAM ---• sem-ter- ---------- 54-314' ___ •-- _ s 4-3/4' 54-3/4, s 4-3/4- 5 4-3/4- 54-3/4, 270- ALUMINUM To-ALUMINUM FIZaME 8 GLA-'),:� \VINno\V PATIO ENCLo-')uRE i PLAN VIEW n COPYF24dT NOTICL COPYP-lc;dT 1999 - ALL W4LIT5 RLSERVED DY SPLCIALTY STRUCTURE DL_51C,N AND/OR DAVID \V. MLLLZ DRA\VING TITLE, —.—� —__-- PROPERTY O\VNLR; DE514N/ DRQ\VINGS 15Y DAVID \V. MILLLR OF SPECIALTY 5Trzuc-FurzE DE510 51TE ADDR�55 FOR CLIENT / CONTRACTOR, ---. ---__-'- - - PATS- ----- - - 5L1LET # OF '3 3'coMPo-NTC- RoaF co o Roo 3 7/ijit / \ L" L.L 1-,--" .J n i5. r 24WTAL I[ICICPI' LIZ-1-1 � ,2'4'Iv �AL fGfcVdTE, ' � 10-6- - - T io•6. LEFT -401- EL_EV4Tl0N r RIOT -')IPL ELEVATION 30' L7 r � 2X2X0.044' UOLLO\V EDGE 6EAM ,�yy'{ `.t S — --L-- - --- ----- - - 1 �;i / ' 24'(4P-TAL'ICI 14•MEfAL f L 27. 0- PATIO ENcL 0-')U -L i R-LAPR ELEVATION w , v>t. / \ RAN OOF PED ' -� 2 Gl1TTE� .:. t - - - - -- - - - - -- - - - - - 2X2 - - - -- - -- -- - - - -2X2 LLAPER , i ��U` EDGE .11 L10U SE I ROOF PANEL CLEAR .SPAN I PATIO I (1Jo-')T) I I n I\ Izaof ROOF - -SIDE \\/ALL POST(5) OVEv_.IJAHq I oV�wJANG I I i3EAR10G WALL PO-5T(5) 2"` be�� — 2X2 VJCV-PLATE / CIJAIZ RAILJ . �t - 24' ICJCICPLATE / ... . -2 -ACI #4 AR-.S --CON(f2=TE -SLAE5 FouNPATIoN to A TdL-V- NEP EDGE FOOTING PRL.�NT ALONG E5EAPJNG WALL t ` I 0- "a . —(� -- -- ----- _ — > : ti PATIO PR.O.JLCTIOH (\VIDTLI) _,.`•! TYPICAL_ )[-cTIOH i 51PE i VA) VIS\u r, . r, COPYRAGLIT NOTICE COPY12-<LIT 1999 - ALL Iz1GL1T-5 RE.SERVEP DY .SPECIALTY -')TRUCTuRL DE SIGN ANP/OR DAMP \V, MILLER k PRA\VING TITLE — — -- -- - - - PROPERTY 0\VNQQ; DESIGN / PRA\VING t5Y DAVID \V. MILLER Of .SPECIALTY STRUCTURE DEIGN sITE PAT: _..._. __ �L1EET # 0 4' r FOR CLIENT / CONTP-ACTOR _ _ . — --. __ T - -- ---- - �� F ' ROOF • SELECT EDGE EiEAJ.I TABLE 1 SOLD ROOF . LW W NDOW FRAMCU CAN ATTA01 FOR MAX. x DIRECTLY TO HEADER 11PR1CiT LENf3TIt r x L- 3-VT SLAB ON GRADE VARIES NO MAX M EV. SLAB OR ON Com) GLASS WTDOW INSTALLED PER CR MkMEG7 FOOTING MANLFACTURERS 9KCF)CATK)NS TYPICAL CLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRA 04G - (I- # OF tIPR1GW 13 MEANXIED FROM TCP OF rxr PLATE TO BOTfoM OF WALL BEA14 CONVEKrONAL FRAMING OR ALUWW COVER SYSTEM SHEETHO BOTH SIDES ANCT`K7R WITH #8 x V2' SHEET METAL ALTERNATE CCMECTION AT FASM ALLOWED LOAD WIDTH SEE SECTK]N 7 FOR DETALS FOR ROOF PANELS E ALL►.'[4.M SEEETNG OR VINYL r � SCW ROOF LW O P/2 P/2 a co U) EXl3TI GG Q SQE BEAM AND COLUMNS ° STRUCTURE 1+ GLASS ROOM WALL SECTION PER TABLES I I - 0 Z VAFttC3 SOLD COVER P - PRO.ECT10N FROM BLDG J LW - LOAD WDTH I I EDGE BEAM � P VAFtIEB f �M 7 x Z x 0.044' �JR (7YPICAU I I I I MA)a" WIDTH - I LL) TYPICAL SCREEN / GLASS ROOM Encs BEAM 'Art I yy v SFf E MI M Otiv SCE ROUGH OPENING I Cn NOTES: ANCtICFI r x T OPEN BACK DCfFdtSEON WMI V4•x2-V4' CCN09ETE WITH NO}EJB 2- x 2- FASTENER MAXM-U OF 2•-0. ON CFNfER AND W1THt4 B' OF Lff"f-r NOIRES ANUCH T x 2' TO WALL WfTH 2-V2' #to StIEEf METAL SCFEW3 WTfH SLAB 3-VT MIlM WASEfRS 2'•0' ON CENTER ANCtIOR BEAM AND COLO M NTEFWAI.LY (SEE DETAL) W OR WTH ANCFICR CLP3 AND #10 SCREWS AND WASHERS. n n ke*A.M SLAB TFICIUESS FOR SLAB ON GRADE IS 3-V2' CC JCRC E. SELECT FRCNT WALL BEAM FROM TABLE U3NG LAMER 'A' VALUE OF U P/2 OR P/2 + OR TYPICAL ELEVATION GLASS ROOM WALL C m P' IS CLEAR DLSTANCE FROM HOST STRUCTLIRE TO FRONT WALL BEAM m m Wind Load to Snow Load Conversion Tablo (D 50 Yr. Snow Load Snow L Wlnd Load / Buk*V Type U LL SPANS PER TABLES 5 - 25 #/Sq Ft. 3 - 15 #/S4 FL 05 MP1i Open &AdCq 0 x SOLD ROOF 26 - 30 #/Sq. FL 15 - T7 #18% Ft 100 MPti: Open BULA-Q o STFdJGTLttAL OR PAN 31- 35 #/Sq FU 17 - 10 #/54 FL 720 MP}i Open Bi4dr); m PANEL SPAN A• 36 - 60413q. FL 19 34 #/Sq. FL 110 MPlir Endosed Buf 1rp a A SEE TABLES 61 - 70 #/Sm Ft 34 - 3fI #/S, FL 120 MP}-L• Fscbeed &A*qbJA1� 2 19Ct3 Select root a from wal members appropriate wtxl ad tables 1 E H * N THE DESK143 AND SPANS SHOWN ON T1-ESE DRAWINGS ARE BASED ON THE LOAD PEQLX%EW-WS FOR TI-E FOLLOWIk3 CODES. 1) STANDARD MXDM CODE IM, CENPTETi 18 f •_ � NCLLIDf,n SSTD 2)BCCA HATKttA. BL&DN G CODE tOt13 3)TEXAS DEPARTIAEla OF ItSLRANCE WIDST O__, s 9 3 J t 5 StAEET .)OB NAME. _r ADORES& # - LPREGNr FE7C4fTS 1 TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE 7 DRAWINGFOR CkfE frT PERONLY OF qb8 - a-D ea n vc . HEADER BEAR( EDGE BEAA4 _ (7J t10 x T SHEEP METAL SCREW SDE WALL HEADER ATTACHED TO INTO SCREW SLOTS r x 2' x 0.044' OPEN BACK WITH ANCHOR T x 2' x0.044'PLATE MN (2)t10 x'1 V2'SJ.CS. TO CONCRETE WITH V4'x 2-V7 r x 2' x 0.044'OPEN BACK ATTACHED CONCRETE ANCHORS WITHIN G'OF TO FRONT POST YM t10 x 7 SMS.MAX. EACH SDE OF EACH POST AND 24' d'FROM EACH PLRLN AND 24' O.C. SDE WALL PURLriS ATTACHED TO O.O MAX r x x x 0.044' OPEN BACK WITH M!1(W t10 x 1-V2' SMS. N r x 2'EXTRUSK)N SCREW BOSSES FRONT WALL PURLN O SDE WALL PUFV-M ATTAC7-ED TO 1-V$' MN. N CONCRETE0 f T x 2"x 0.044" OPEN BACK WITH MN. (2) t10 x 1-V2' SMS. 14 •• d SCOW BOSSES MN. 3-V2' SLAB 2500 PSI CONC. 4xB-10x10 W.WM OR FIBER MESH r VAPOR BARRIER LtJ--,M CONCfCTE 0) FRONT AND SIDE BOTTOM RALS ATTACHED TO CITE WITH O V4' x 2-V4' MASONRY O(.ICK SET CC ST AND 24 CENTERROM R�MAXSA WALLS HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL r A MR r FROM EDGE OF ATE > Z M a — (4) t10 x V2• SS. EACH SDE d 2" x 7 CR 7 x 3' OR T SMB POST OF POSTER vii HEADBEAM TYPICAL CORNER DETAIL i0o ° _ w a V BAR CR (JSSET PLATE CC M AtKHi r x 2' x 0.044' PLATE CGAPO TTE ROOF PANELS 1 U (4) V4' x 4' LAG BOLTS WITH TO CONCRETE WfTHI V4' x 2-V2 �� (3) # PANELS A x 7 z VB' 3TANGLE D CO SDE WITH 1-V4' FENDER WASHERS (3) t8 x V2' SMS. PER 12" PANEL CONCRETE A1K>iCft,9 WC7FN 8' OF ATTACtI 70 POST A CONCRETE EACH SDE OF EACH POST AT 24' PER 4'-0" PANS. ACROSS THE - AT LORA BEARING WALL WITH FRONT AND 24. O.C. ALONG O.0 MAX. OR TMOUGH ANGLE AT Cv t10 x VZ' S-AS. EACH SDE W SIDES (WALK-CM 24' O.G. MAK [L FZ N r x 2 EXTmaoN HEADER ArrACl-QED TO POST WITH [ U Y MR (2) t10 x 1-v2' SMS. N SCREW 1-V8' MN. N CONCRETE � � 6 � Z x 2' OR 2' x T HOLLOW BossEa MN. 3-VT SLAB 2500 PSI cart � K -� SEE SPAN TABLE HEADER Bx0-10x10 W.W)4 OR FIBER ICSH( a Cn C3 VAPOR BARRER LI + 04XS RAL A K"PLATE 7 x 2" x 0.044' HOLLOW RAIL U 2' x2', rx3' OR3' x2' HOLLOW POST K(2) ti TO BOTTOM . SEE SPAN TABLES SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL. � W wrm MN.(2) t10 x >-vr sMs. 0 IN SCREW BOSSES (� a FOR SHUT' EXTRUs70N3 CHAR RAI J AN 0 4 EXZSTNG SLAB MAY BE USED F N ATTACHED TO P03T WITH MN. (2) GOOD COf4 rION A APPROVED t10 x I-V2' SJAS. H SCREW BOSSES BY THE BUILDING OFF0AL rx2'xO.044. OPEN BACK BOTTOM RAL (A HLTI V2' x 3-V2-Kat-BOLTS APPROVED FOR W59 LPLFT WITH STD. PLATED CUT STEEL WASHER 4 - V4' x 2-V4' MASONRY ANCHOR 0 e' d FROM EACH POST AND 24• D.G. MAX d (A Sia- BOLT FOR 3' POST (2)3/8' BOLTS FOR T x 4•POST 2 TYPICAL UPRIGHT DETAIL CIF 7 ool:�_ay_� 0 1 lid O O +8 x V2' @ 24'O.C.(3 PER PANEL) 0 3„ © F C)Or � 1-VZ x I-V2' x O.OW ANGLE PRUAAY BEAM NL EACH SIDE OF CCN4ECTNG QO � SEE TABLE 1 OR 8 2 a BEAM WTfH SCREWS AS SHOWN O n ° W MAX ° v) ° Y x NY SUR HEADER ° � CAFQPtER BEAM Mink JM #8 SJALS. x 3/4'LONG x ° ° x SPE TABLE 3 W BER REQ A:tED EQUAL TO `4 ALTERNATIVE BEAM SORT `r BEAM DEPTH N NCtES RECENM CHMtiEl 6 $8 x VrJl� NOTE EXTFUSIO NS WTTH ffTERFU,L SCMW BOSSES TO STUD a 98 x V2' TO BEAM MAY BE CCN�JECTEP-WTM(2) 970 x fV2" 0 FI EF44A LY O O CARRIER BEAM TO BEAM CONNECTION z Cw i8 x VZ' (3 PER PAhE Pa 2 x RDCE BEAM 7-Vr x LV2" x 0.08(" ANGLE U) 3 EACH SIE OF CCM4ECT?I G BEAM I < ROOF/ P WITH SCREWS AS SHOWN I1 2z g x Lu 0 cr O co BEAM SUPPORT O STIRS TYPICAL PRMARY BEAM x x x x y SFE TABLE 1 OR 8 QO N r N 41 OEI n' r IL Mtr" 98 SMS. x 3/4' LONG c: d FRAMNG DETAILS NLF.BER RECD EQUAL TO BEAM DEPTH m p TTE STFt11C7UFW. ADOPTIONS A9 SHOWN 14 T1iS R NOTE EXTRtISIOFN5 W M HTERNAL SCREW BOSSES W V dF V PACKAGE ARE DEWNED TO BE MA1�D TO A MAMFACTIRED MAY BE CCM1t C7ED WITH (2) 910 x 1 yr HOME STRUCTURE THE PER SLPPORT SYSTEM FOT THE ffTEj;f ALLY MANUFACTURED HOLE UVT AS D BY THE DMV x RULE i5-r-20072 AND THE NATXX AI. MANJFACTUSED HOU0SrNQ 0 CCNSTRUCTION AND SAFETY STANDARDS ACT 3280.306 !S ADEQUATE TO HANDLE THE ACOPTIONAL STRL17rU AL LOAD CARRIER BEAM TO WALL CONNECT}ON 7TaA113h17TEO 74 7}E MAN FACTURW HD*E 3TFL".RE BY J a THE STRUCTURAL ADO(TICK JAN 0 2 13 '3 THE PAN SPARS SHOWN ARE CALCULATED ON THE WORST CASE LOAD OF WTCI LPLFT CR 20 9 / M FT.LIVE LOAD E ,_ 1 s sr-1E�-r 3 . 7 OF OPTKNIAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUA"FRA.E TO WALL OR _ POST N CONCRETE Y4 SAR t2' LONG SLAB WITH V4' x 2-Vx 1.1ASOMY AN l-*R WTTI•IN e-CF POST At D 24' O-C.MAXP" t FC(FtED CONCRETE REFER TO TABLE 24 (71 i4 BAA AT CORNt AS AND 10-0 O.C.F1 L (a !t4 BAR COrTTYAJOIJS L}( IAltr1 CELLS AND KNOCK OUr BLOCK TOP COLEYSE WTTH 3000 PSI PEA ROCK CONCRETE ' 8' x 8' x IT BLOCK WALL OAAX. 32) • . `�•��` DECK OR GROLM LEVEL (2) 44 BARS MR 2-1/2' CFF GRO" 4 + d ISOLATED FOOTING FMBCN FOOTNG OR MONOUTM F MONOUTI-IC SLAB IS USED SEE NOTES � Cf:DETAL.S BELOW INTERNAL OR EXTERNAL RECENWG CHANNEL 3' x 3'POST 7UFpl BOLTED TO A^'C-KN9 FISER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2-3/4' x 2-3/4' x 2-VY LONG 2-yr V8' T1JBr<J13 t WELDED COFrCG fk7N ALUM&M ATTAC3-t.a NT 2"x 2-x 0.083" ANGLES FASTEN PER TABLE 25 -- - 3-V2'CITE SLAB 8 x 8 - 10 x K) WELDED ' t2' x t2' x V4' PLATE WW MESH OR FBER MtSH CONCFETE U) • VtSQLE?;E VAPOR BAAR£R UZEA SLABS HAVNO STRUCTLRES A80VE O BASE ANCHOR CONNECTOR WELL ccMPncTFD CLEAN FLL OVER SAD � FOR POST TO SLAB CONNECTION NATURAL SOL 00% RELATIVE DENSITY -I > CONCFtEM FLLED BLOCK STEM WALL Z INTERNAL OR EXTERNAL ANGLE CLIPS 8' x 8' x IT Cmu } C nkKWSS OR REOLIFED POST O TOP OF GRADE j Er x 12' CONCREM FOO7NG WITH (1) 05 CONTrt.AUS U) LOCATE ON LtC6TUFtBFD NATUFIAL SOL ALLMN..M TL.BE COLLF.N 3' x 3' POST PER TABLE (1) t5 VERTK;AL BAA AT CCFtFR.S AND 10'-O' O.C. _ < EXTFLO D AL M BASE OR BPS-AK N 80 h 2500 pel COMJ F�E PRE-MDC � FORNIEDt RAISED PATIO FOOTING w C. CORRO 7CN RESt571VE STEEL T}iTU �^ 3/8' z 3 V2 e(X7LU BOLT PER SCHO I F '1— U T V d (2) xx 2' xYAN�3-EOR (1) LJ-C?ANiLxT °• CCI•K�fE SL�6 OR FOO•TNG a d � U) W d I 3' x 3' BASE CCfX>tETE ANCtgRS PER S(>EDLLE --------7. GALV. METAL STRAP (1,4 Gk x r) TUBE COLUMN BASE SCHEMATIC I r 8' x 8' x to CONCF rE BLOCK uj INTERNAL BASE a N PORCH POST CONNECTION 8' x 24' x 24' POLFED CONCRETE PAD � t.g (JL NOTE ATTACHMENT DE TALS SHOWN WQJPE DIAGONALI (2) t5 BARS (18' LONG) EACH WAY ALUMINUM CONVENTIONAL. CONSTRUCTION BRACNN�O FOR FREESTAJi COVERS I Rc CONCRETE POED CELLS WITH t5 BAA n (SAKFtETE PEADY MIX w/ GRAVEL) (D t ~ o PAD FOOTING 7-0' Mr-1. (1) is BAR CONT. (A t5 BAA CONT. U 5� BEFORE SLOP!~ _ _-_- Y 1l f` 31/2 / O I ! m - - - - ALLMN-IM STRUCTLF3E FOOTTIC'i O m 8' 2500 PSI CONCRETE WITH() t5 BAR CONI. a 8' 1.rr vC" 2-V2' OFF CFKX FD J i 04 TYPE I TYPE 1 TYPE X f er J FLAT SLOPE; / NO FOOTING MODERATE SLOPE FOOTNG STEEP SLOPE FOOTNG RIBBON FOOTING TYPE I 1� NOTES: 1 NO F0OTl4G REOURED EXCEPT WEEN ADORESSNG EROSION UNT>_ THE ROOM EXCEEDS IT-O'. ROOMS (PEATER THAN VY-O' USE TYPE 1 FOOTN(i ALUF.lu1M STRUCTURE F(X7TNCi � 2. FOOTINGS SHALL BE Mitt 2,500 PSI ATE VM 8x8-i0x10 WELDED WIFE MESH 2500 PSI CCtK�P:ETE WITH(3) t3 BAR CAVI. � OR FU93 MESH MAY BE USED N LEU OF MCSK ,• . MlrJf.E1F.1 2-V2' OFF GROUND SH"7 3. F LOCAL BLUX)G CODES FCQ)RES A L4*MM FOOTNG USE TYPE 1 FOOTNG CR FOOTNO SECT)W REOLX7ED BY LOCAL CODE, LOCAL CODE GOVERNS. � t2' A SLAB DETAILS ADDRESSING EROSION RIBBON FOOTING TYPE H 4 0F 7 W Table 1: Allowwable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans-Self-Mating Extrusions for Table 3: Allowable Spans For CARRIER Bearns in a Solid Roof,OPEN Structures andr Vinyl[Open]Rooms with Solid Roofs Screen and/or Vinyl(Open]Rooms with Solid Roof (102 MPH Wind zone,Applied Load=17 lbs/sq.ft.) Aluminum Alloy 6063 T-6 Aluminum Alloy 6063 T-6gazowi Aluminum Allay 6061 7-6 e= rt u ary Load Width Applied Load 1rMq t, 20 I q. t 23#1 q- t. 2321q. t. Single Self-Mating Beams e - 22Y-6 w x x oa I t rt{. ;;>£ 5 x Allowable Span"L" - 6' 1 '•9" 11•9" 10'-i 1" 10'-3" 9•• " x x X 1 1 x x x 1 t 11" 1- 1 2"x 7"x 0.062"x 0.120" 18'-6' 15'-1l" 14-4 13-1 13'_1" 12'-1" 11'-4" 10'-8" 10"•1" 9'-8" 9'-3" 8'•10" 8'-7" \ 9' 10.5' 9'- " B'-11" e'•5' 7'-7" x X T 4• 1 1 - rd" 1 8. x x x 1 11 11' 2"x 9"x 0.072"x 0.310" 30'-2" 26'-1" 23'-4" 21'-4' 197 7 18'-6" -TT-5- 16'-6' 15'-9" 15'-1' 14•-6" 13'•11' 12 8'-11' '-3" '-s" 7'- " 6'• " oy 2 x3rx�0 am or xS s00 1 rt a ary OaWidth 6' 16'•6' t ta'-3" 13'•0" 1 '-1" Double Self-Mating Bearns 10'-0" 12'-n" la'-0' 16'-0" 18'-0" 20'-0" 22'A" 24'-0"1 26'-0' 28'-0" 30'-0" 32'-0" 7 Allowable pan 7 1 t 1 , '.f" f"--- 9' 1 '6" 12'-5- t r- " t '-11" t0" 2"x 9"x 0.072"x 0.224" 29'-8" 27'•1" 25'-1" 23'-6" 22'2" 20'-i l" 20'0" 19'•2" 18'-5' 1T-9" 17'-2" 16'-7" x x x . -L' -11 6 12• 11' 10'- 10'-1 9'- " 8'-6" Double Self-Mating Beams Tributary Load Width va x x - as 1 t x xx _ wl 2 X4 Self Mating Beam / $• 6' 19'-4" added to ToplBottom (perpendicular to webs) Allowable SP4n"L" Q it ,T"zrx 40-1- -11 t 11 t 1 2 5 p s 1 -s" to- " 13- 1 '•s" 11 6" x5-x��T a3- 1 a- 4 -t 2T--r 3 - 5 [> T6_ 4 0 f7 10 2"x 9"x 0,072"x 0.31" 47'-2" 43'-1" 39'-11 37'-4" 35'-2' J3'-4" 31'•10" 30'-5' 29'-3' 28'•2" 2T-3' 26'-5" _j fl 3 - •7 12' 1 '-a" --1-2-7-- t t'-9" 11' 1" T-11" Z oa r t x475 0 t am or 2—.X60'5 +— Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(17 lbs/sgft),to convert oa r t x x TI—X�22d 7T17!1 `�2�E tabular value to higher(more severe)wind zones,multiply by the factors in the following Conversion Table: 6 TfTlf 6' 23'-7" 21'•11" 20'•8" r '- a _ 6-7—• ��'a 1 - 1 z 9 a- q 0 b•�"��-�• 9' 20'-10- 19'-3 17'-1 t" 16'•10" 15'•2" Laid oFactoron �� i Table 5: Allowable Loads On Screws And Bolts zone I lead Factor � 0 -'fT f 6 f0 =3" _ I 7r-0••--�F-i UI 1 _� �T7r t"r3"— (As Recommended By rfa — t'0 iTll�-7 0:72 _j b_ju_Tr -0- 6 12' 18'•1-' '-8" 15'.6" 14'-7" 1 1T-2" Self-Tapping and Machine Screws Allowable Loads Tensile 120 I 27 O,B6 0 Example: oa i t r 2 z�l xTZ X0.224 ( Strength 55,000 psi;Shear 24,000 psi fit 3 til z For t"x2"x0044"EAruston beamspan isdistance between uprights w Inge oar ou a ear tt rawa enter table root panel protection of 14'-0"find loadw�d+h, ( fi' IV.4 26'-2" 2a'- i 22'�•-1�1"----r-2�0�'•-8r" ScrawDiameter •fibs.) ^tlbs.) (Ibs,) � L W=107•2'0 H e 9'Enter table on left under toad width 227.7-F '" 1 ''-2 (� Load Wdar=9'-0"and read span under apprognale load - 2T' i'r-r 19 ��fT 98 334 668 167 Lire Load @ 17 d 1 Sq FL/102 MP.H Load Beam Span- 9 2 1'-4' 19'•1 I I 18'-9" I I6'-11 1 #10 418 836 I 209 U CO #12 576 1,152 288 Note: r---�f1 �- 6� Tables assume ewvs,on oriented with longer extrusion dimension parallel to applied load I ,f Q�'� - 6• I 12' 20'•1" 18'•5" 17'-3" o-,4 114'- #14 734 1.468 367 114" 1 761 1.522 3$0 5116" 1,253 2.506 626 Table 4: Allowable Post/Upright Heights for Screen,Vinyl and Glass 3/811 1,58E 3.710 Sze (11 Rooms,Hollow,Snap and Self-Mating Extrusions Wood Lag Screw Loads Aluminum Alloy 6063 T•6 Using Southern Pine S,G.,0,55 or Equivalent 1.1/2"Thickness xtrusrons S Screw ine- ea ou a ear tt rawa U oa rdth- ou/ prig t Spacing (lbs.) (145.) (lbs.) rY'" Hollow SectionsZ 8 1-6 114" 170 235 396 Qom] n 'n lowab o erg t H" pan 2 .2 x 0. 1 1 t 1 a'•t t 5116" 210 355 624 m o x^x m ' 318" 240 480 712 25 n Z x 3 z 0.0 11- " 1 '-4 '-11 • ' -4" -1" x x 0.070'•' 1 t- - 1- -1" a -t t" Concrete Screws And Bolts In Concrete,Brick or C.M.U. J x x 0 (Embedment Must Be a Minimum of 1.172"Thickness With 1-1/a"From Edge) (D x •' Note:Screen splines on 3"side-extrusion turned w/3"side parallel to sole plate. 2,0009 Concrete 3,0004 Concrete Screw Diameter Tension(lbs.) Shear Tension(Ibs.) Shear X 04 rdth; ast/ prighl Spacingd Snap Sections ] 48 66' 1 72- 1 75- 8 9 114" 757 319 825 352 >✓. W owe a elg ( pan 5116" 1,057818 1.184 898 p 2 x x .044 f 1 1 318 1,443 1,443 1,776 1,503 x x x z �F-F� Aluminum Rivets with Aluminum Mandrel J 4 +: Screw Diameter Tens on(lbs,) Shear Load 1 = os prig pacing Self-Mating Sections Q 6 e ' 0 118" 129 176 61 owa a erg C Pan 5132" 187 263 x x x 3 3/16" 262 375 'x x x 4• 1- 1 t 1 ' 1 -11 1 15,-Idl x x z-T:f2 -25'4--n'4' -7 Aluminum Rivets with Aluminum Mandrel x x 2`x 2 33 Z9'6 1'-70 Screw0lameter Tension(lbs.) Shear x x 0"x0.224' 2 z 9 x"T0--xtl 370 4 0 28• 118" 210 325 SEAL Maximum chair rail spacing Is 6'-8'o.e. Thus with chair rail @ T-6"the maximum wall height 5/32" 340 490 without additional chair fall is 9'-2". 3/16" 445 720 SI-iEEf Notes: Single Shear Screws Fy z 36-40 k.s.i.Yield Strength Glass Rooms.The addition of aluminum frame w &Aes with glass panes that are designed to 110 MP.H Double Shear Screws Fy a 50-54 k.s.i,Yield Strength vbnd bad requirements to the above upright sizes increases the strength sit that additional framing is not required. All barrel lengths;Cetus Industrial Quality. Use manufacturers grip range to match Using screen panel w;dih'Vr(See typical glass room drawing).select upright required from the total wail thickness of connection. Use chart. To Select screw U,S.rivet substitution of maximum height allowed for each extrusion. anchor specifications in dfawings. 7 OE Y STI —�c T x 2' x 0.044' I L 11 F Z2 x 2' x2'xQO44' 12' WIDE RISER INDUSTRY STANDARD] ROOF PANEL -- ALLO&LU SKN 2' x 2" PATIO EXTRUSION CONVERSION DETAIL 1 r U) E.P.S. CORE SDE PANEL COPfECTKNTS VARY 0 CL (DO NOT AFFECT PALL SPARS) O O~ ._I Y 2t25' T x 225' x r x 0,040" SELECT PANE- DEPTH FROM TABLES r T S 7 aCi CHANNEL EACH ✓// 4a' Z - ICwTELSTO EATTACH rSTY+G r x r POST COMPOSFTE ROOF PANEL INDUSTRY STANDARD] Q U) r _ WT . 0.76 PLF. Ex*rr+G 2• x r x 0.044- z x 6c 0.84 'ri I.PFCC"�-(T W 3x - 60e3 - O W s 8083 - T8 U 0.050 - r WroOW FRAkC U) I, 4842' x 3" x 0,050' PATIO EXTRUSION CONVERSION DETAIL 2 W ..•O ABS EZ-LOK 3' x 0.024' x 48' ROOF PANEL SCREEN ROOM TO GLASS ROOM q� Y CONVERSION DETAILS c 0.010' A.Ll�7..M COVER PAN OR cotfnNUQW ALUMMU SHEET q ro NOTE. OTHER POSSELE EXTRMON SECTIONS NOT SHOWN m `� Is 48 x 6/8' CORROSION RESISTIVE SEE ENGCE� MANUAL WASHER HEADED SCREWS AT 24' W v r RW N-St"T)ON O.C. ALTERNATE $8 x 6/8' SASS m W/ V2' pL)IIETER WASHER X 0 m W AN 0 I / TYPICAL INSULATED PANEL E 0 ; NOTES: t MTALL PIC+D FOAM ftSUAT)ON INTO ALLM"—.I ROOF PAN. r 2 COVER riSLLATION WITH a_O"W PROTECTOR PANEL WITH OVERLAPPM SEAM& 3. I sLLATION PANEL VTALL BE CLOSED VM AIJ,*&.M ETD CAP TO SECURE PLACEMENT AND TO DISCOLRAGE THE NE3TNG OF WLDIFE AND OR IN3ECT3. 4. PROTECTOR PANE. WILL BE SECLFCED BY R8 x 6/8' CORROSION PESISTTVE WASHER r HEADED SCIREVlS. 5. SCREW PATTEFN WILL BE t2' ON ALL PERI.ETERS AND 24' O.C. FIELD ON EA0i PANEL 8.ALLLMNILM ETD CAA WILL BE ATTACt-ED %TM (3) #602' CORROSKk( RESMWE WASHER 6 HEADED SCREW& 7 OF ct?5.2- Table 10: Allowable Spans for Roof Pan Panel Products for Various Loads Table 12: Allowable Spans for Roof.Pan Panel Products for Various Loads Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy Industry Standard Products 3105 H-28 Aluminum Alloy 1-V."x 12"x 0,026"Panels 3"x 12"x 0.021"Panels Open Buildings Enclosed Buildings Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied Overhang Condition Wind Applied Overhang Condition Applied Overhang Condition 1 Region Load NONE 1'-0" r-0" 3'-0" 4'-0- Load NONE 1'-0" r-0"R 4.4- Region Load NONE 1'-0' ;'-0" 7'-0' 4'-0" Load NONE 1'-0' 2.4- 3'-0" 4.4- 102 M,P.Ri 17 '-8' •11' B'• ' 9'•9' 114.1' 29 '-10- 6'-2- •1' na 102 M.P.R. 1 1 - 1 -10 1 •J- 16•-10" 17'-0- 9 12.1- 12•J' 12'-' 13•-64 14'8' 110 M.P. 20 '•1' '4• 8••1' 1 ] '-4' '-0' 6.8' na 1 to M.P.K .20 14'8' 14'-' 15'-1' 15'-9• 16'-7- 35 10'-11 11'-2' 11'-0• 12.8• 13'•7- 120 M,P,H, 23 6'•' 6'•10' '-0' 0'-11• 10'-4- 41 4-11- '4- 6'-4- na 120 M.P.H. 23 13'8' 13•-0' 14'-1" 14'-10 151-91 41 17-2' 10'-4" 10.11 11'-9• 12'-11- 125 M.P.H, 26 6'•2' 6'$' 4' 9'-' 10'-1' 4 4'-8- 5'•1' 6'-2' na140 M.P.H, ]2 '•11' 6'•10" 6••2' '-" 6 ;' 4'$' •1 na 125 M.P.Rt 26 12'9' 12'-11 1711" 14'-1" 15'-0' 45 9'-0' 9'-11" 10'8• 11' 17.7" 140 M.P.H. 32 11'8' 11'-0• 121.2- 12'•11"13'-11" 56 8.8• 6'•11- 9•-7- To-'-7- E-10 x x ane s x x .0 Panels Open Buildings Enclosed Buildings 1n Applied Overhang Condition Applied Overhang n iWn Open Buildings Enclosed Buildings Region Load NONE t'-0' r-0" r-0" 4•-0" Load NONE 1•-0" 2'-0- T-0- 4'-Q Wind AppliedOverhang Condition Applied OverhangCondition Region Load NONE 1'-0' 2'-0" 3'-0" 4'-0' Load NONE 1'-0' 2'4" 3'-0" 4.1" n- na a. 115 ��M n. I 5r. TT` na i 1•Y."x 12"x 0.026"Panels Open Buildings Enclosed Buildings 3"x 12"x 0.032"Panels Q Wind Applied Overhang Condition Applied Overhang Condition Open Buildings Enclosed Buildings a Region Load NONE V.0' 2*-0' T-0- 1 4•-0- Load NONE 1'-0- r-0' 3•-0- 4'-0' Wind Applied Overhang Condition Applied Overhang Condition • '' Region Load NONE 1'-0" 2'-0" &It." Load NONE 1'4- 2'-0' 3'-0' 4'-0" .ti -0-TT- na - 7 4 -rlrwp-FF lc- -� °• -to- o'1•�7 4'rT na ]- a• v• -,/.I a •r r Z- a• o• 5- na Q 5- r5 6'Z Z 1-'/."x 12"x 0.032"Panels - -R- 13'- r2` -• rd'$y 0LIQ-2'"I 10 Open Buildings c ose w Ings Note: Total root panel width=room width plus wall width plus overhang. U) WindApplied Overhang Condition Applied Overhang Condition < d Region Load NONE I'-Q- 2'-0" 3'-0- 4'-0" Load N NE 1'-0" 2'-0- 3'-0- 4'-0" 102 M.P.H. 17 9'-5• 9'-7- 10'•T 11'-2" 1T4-1 29 7'-2' 1 7'-' 8'•7- 9'4' 10'-9- 110 M.P.H. 20 81•8' 8••11• 9.8' 1014' 11'8• 35 6'•7• 6'•10' -' 120 M.P.H. 23 8'-1' 8.4• 9'-0• 101•1' 11'-11 41 6'-1- 6'4• '•3' 8'$' na Table 13: Allowable Spans for Industry Standard Composite Roof Panels w 125 M.P.N. 26 T-7' 7•-10- 8'-7- 9--8 10'-10- 45 5"-9- 6'•1- 7-0- 9'-t• na a Aluminum Alloy 7105 H-14 or H•25 1.0 F35 Cote Density Foam 140 M.P.H. 32 6'-to' T•2• 7'-11• 9•-1- 11,- 56 5'2' 71' 6'6' '•11' na U Note: Total too(panel width=room width plus wall width plus overhang x 48 x 1 ane U) Open Buildings c ose w Ings Wind AppliedOverhang onditionpp ie OverhangCondition Region Load NONE 1.1- 1 2.1- 1:1- -0- Load NONE 1'-0" 2'-0" 3'-0" a-0" 102 M,P.H, 17 1T-1' 13' • 13'-11. 14'.7" 1 '$- 29 10'-2' 10'u" 10'•11 11'•10-liT-i1- 110 M.P.H. 20 12'.7• 12'5"112'-11' 13'-' 14'-' 35 9'-3' 9'8- W%t' 11'-1- 12.1" W II---- Table 11: Allowable Spans for Roof Pan Panel Products for Various Loads 120 M.P.H. 27 11 • 11.1 12•-1" 12•-11-IY-11- 41 8'•7- 8'-10- 9'5- 10'8' 11'•9' a- C"Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy 125 M.P.H. 26 10'-9' 10'-11 11'8' 12'1<- 1T5- 45 8'-2' 8454 9'•I• 10'-2" 11.5 n 3"x 12"x 0,021"Panels 140 M.P.H. 32 9'-- 9'-11- 10'8- 11'5• 11-7- 56 9'$" 110'.10" 4-7 ^r Open Buildings Enclosed Buildings -1-779-x F ane 5U Wind Applied Overhang Condition Applied Overhang Condition penut Inger-- Enclose ul ings Region Load NONE 1'-0' r-0" 3'-0" 4'-0" Lwd NONE 1'-0" r-0" 3'-0- 4'-0- Wind AppliedOverhang(;onddion Applied Uverhang Condition r 102 M.P.H. 17 12'.11- 1 '-1- 1 -- 14'. - 15'.3* 29 9'-11• 1o'-1' 10'-' 11'- ' IT-- Region Load Load i" m A m 110 .P.1♦_ 20 11'•11 12'-1- 1 '- - 134.1" 14'4- 3 9'-0' 9'•3- 9'•10' 10'-10- 12'•1' J ~ 1 0 2] 11'•2' 11'-4' 11'-10 12'•8' 13•-9- 41 8'•i- - 7-]' 10'-3' 11'-7- f - - - W 12 -M .H, 26 17$' 10'$" 11'-3' 12'-1' 13'•2' 45 T-11' 8'•3- 6'•11' 9'•11' 11'•7- 5• - v x 140 12.P•H- 32 9'• ' 9'•8- 1 • 11'•2' 1 •-4- 56 T-' 7'• ' 67•2' 9'4' 10'-9' (� ! x x Panels ° LL Open Buildings Enclosed Buildings 3 x4d xQ.Q30 Panel5sA x O I pp ie r ang ition ie r ang ition pen Buildings c ose of Ings Region Load NONE 1'-0" : Applied er ang on ' O 3 ? . Region Load Load -6 : ° 417 2 - - td 0 2 1rz"PJ3 3-11 : : ri x 1•Z`%iM. Panels -1510 - 1 -b 11ti pen Buildings se I Ings Note: Total root panel width=room width plus wall width plus overhang. Ind ie ver ang t Ion ie er ang Condition Region Load Load - mi I r Intf3- rr )- Z a-1-10-ToEFE, r 7 r • Note: Total root panel width-room width plus wall width plus overhang. 7 7 (l pOrF Iq ,' l n C6L oce r�Y \ Front Elevation qga own �i�d . .,M 1'• . , _ -. .. y.; .. A ," .,' - .. . -.. _... - . . .. ' 1 ... ,�,.... _ ...i ' ' { ! ! . n'^' /I. , " /� -. _ _. _. ....DE{CTI±'/ TlQIC� _ _ �y !f/ ljE/� �JSC.P/F'T'lC�/Y- !J. .. 1 �". :C' /FST/QN ::dry f- n/ .. . . . - r , :/ . h149,�?4Q �"/f1l�G,? �.Ilv,e,,.,; ', filly, F�l-71-✓1le /,C� ,9 4 x G .;-�Lr ., ,.d. f'ACff/'?, -Fk'iQ/'�G ..- ,� G�Jr/.NG:_ /?,°< /U►�. .. r. w.. _. , a / 1. 'SCG. IZ-44 fAfi/ '�'�1'T SQG/Q C"C?Tc''� 1... GGF�iPr .Fi' 3:9 3- . 1. 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