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HomeMy WebLinkAboutSCREEN - GLASS ROOM0 ._, SCREEN, VINYL & GLASS ROOMS'. SELECT EDGE BEAM TABLE 3_ ,1-.-1:AND//011 3-V2' SLAB ON GRADE OR RAISED FOOTING SECTION 3 ROOF 2 IT y = L LW MAX UPRIGHT L LENGTH NGTH T x ,Y l I VARIES No MAX (E .Ev.' SLAB OR ON GRADE) 1 N TYPICAL GLASS Room WITH SOLD ROOF. TYPICAL FRONT VIEW FRAMWG • (HEIGER OF UPRIGHT IS MEASURED FROM TOP OF Tx7 PLATE TO BOTTOM OF WALL BEALU ALTERNATE CONNECTION AT FASCIA ALLOWED LOAD WDTH SEE SECTION 7 FOR DETAILS FOR ROOK PANELS SOLD ROOF I/ P/2— P/2 II EXISTING SIZE BEAM AM COLEA�i ON' RJS ; STRUCTURE PER TABLES 11 P - PROJECTION FROM BLDG. 1 VARIES LW - LOAD WIDTH `'� P VARIES JIJ SCA13 UNNED, TYPICAL SCREEN / GLASS ROOM 4t- ! rje COUniv NOTES: ANCHOR T x 7 OPEN BACK EXTRUSION WITH VVx2-V4' CONCRETE FASTENER MAXIM OF 2J-0' ON CENTER AND WITI-N S' OF UPRIGFR ANCHOR T x 7 TO WALL WITH 2-V7 S'D SHEET METAL SCREWS WITH WASHERS 2'-O' ON CENTER. ANCFIOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND Q10 SCREWS AND WASHERS. MWA(lful SLAB THOK ESS FOR SLAB ON GRADE IS 3-1/7 CONCRETE SELECT FRONT WALL BEAM FROM TABLE USNG LARGER 'A' VALUE OF P/2 OR P12 + OH 'P' IS CLE M DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM Lawrence E. Bennett, P.E: CrM ENIMS t - DEVELOPMENT OONSELTANT P.O. BOX 43513, SOUTH DAYTON& FL 321M TELEPHONE (904) 797-4774 FAX (904) 7417-5588 SEAL PAGE © COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART VATHOUT THE Wmi IEN PEMISSION OF LAWRENCE E. BENETT. P.E. 69 W SCREEN, VINYL & GLASS ROOMS (Pa #10 x T SHEET METAL SCREW - -- - - -�-- -- - —�. INTO SCREW SLOTS ANCHOR T x 2' PLATE TO CONCRETE WITH V4• x 2-Vr CONCRETE ANCHORS VAT N 6' OF EACH SIDE — OF EACH POST AND 24' O.C. MAX MN 3-V2' SLAB 2500 PSI CONC. 6x6-10xl0 W.WM OR FIBER MESH SECTION 3 BEAW EADEA ALTERNATE CONNECTION DETAIL 2'-x-r-x-0.083' ANGLE-CONNEC' UPRIGHT 0 BEAMMEADEA AND CHAR RAIL T x 2' EXTRUSION 1-VW MN N CONCRETE VAPOR BARRIER UNDER CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL r x r OR 2' x 3' OR 2' SMB POST (4) *10 x Vr SMS. EACH SIDE OF POST HEADER BE 0 AM 0 0 0 �_ WBAR OR GUSSET PLATE ANCHOR T x 2" PLATE TO CONCRETE WITH V4' x 2-V2' CONCRETE 2' x r x V16' ANGLE EACH SDE N ANCHORS WIT S' OF EACH SIDE ATTACH TO POST AND CONCRETE OF EACH POST AT 24' O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24' O.C. MAX (2) #40 x V2' SMS, EACH SUE T x r EXTRUSION 1-V6' MN. N CONCRETE MN 3-W SLAB 2500 PSI CONC. 6x6-10x10 W.WM OR FIBER MESH VAPOR BARRIER SELF -MATING POST TO BASE AND SELF -MATING POST TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVX 6J07FHt - DEVELOPA ENT CONSELTANr PAX BOX 4304, BOUTH DAYTONA. FL 320 _ TE 8 10M (BW) 787-4774 FAX (804) 787-6M SELL © COPYRIGHT logs PAGE NOT TO BE REPROIX N WHOLE OR N PMiT NBTMff TIE WRITTEII PEPMSSION OF LAWRB CE E WME f, PE 71 SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM -� SIDE WALL HEADER ATTACHED TO T'x'2' OPEN BACK WITH mm T x 2' OPEN BACK (2)#16'x 1-1/2- S.M.S. ATTACHED TO FRONT POST WITH SIDE WALL PURLNS ATTACHED TO #10#x 2' SMS. MAX. 8%FROM T x 2- OPEN BACK WITH MIN. EACH PURW AND 24. O.C. (2) #10 x ll 1V2- SMS. N_ _ —FRONT WALL PURLIN - - SCREW BOSSES D o �1 ' FRONT AND SIDE BOTTOM RALS ATTACHED TO CONCRETE WITH 114• x 2-V4' MASONRY QLACK SET AT 8' FROM EACH POST AND 24' ON CENTER MAX. AND WALLS A LIU T FROM EDGE OF CONCRETE TYPICAL CORNER DETAIL" COMPOSITE ROOF PANELS: ' (4) #10. x (t + Vr) WITH RISM PANELS. WITH 1-V4' FENDER WASHERS • (3) #8 x 1%2' SMS. PER 12• PANEL PER 4'-0' PANEL ACROSS THE . FRONT AND 24- O.C. ALONG'/ SIDES (WALK -ONE 2' x 2' OR 2' x 3• HOLLOW HEADER ATTACHED TO POST WITH SEE SPAN TABLE HEADER S#10 x 1,'V2' SMS. IN SCREW BAA� CHAIR RAIL AND KICK PLATE _ 2' x 2' HOLLOW RAIL 2' x 2•, 2' x 3' OR 3• x 2' HOLLOW POST ATTACHED TO BOTTOM E 'AN TABLES WITH MPL (2) #10 x 1.112',3MS. N SCREW BOSSES FOR SNAP EXTRUSIONS CHAR RAIL EMSTNG SLAB MAY BE USED F ATTACHED TO POST WITH MN (2) N GooD CONDRIDN AND APPROVED #10 xi1 V2- SMS. N SCREW BOSSES BY THE BULDNG OFFICIAL r,i 2. OPEN BACK BOTTOM RAIL (1) H LTI 11Z x 3-1/2' KBFBOLTS APPROVED FOR 885# UPLIFT WITH . �a ` e: ": / v4' x 2-1/4' MASONRY ANCHOR @ 8' STD. PLATED CUT STEEL WASHER .^ e . ./ FROM EACH POST AND 24' O.C. MAX. (1) 31W BOLT FOR 3' POST (2) 3/8' BOLTS FOR 3' x a• Posr TYPICAL UPRIGHT DETAIL Lawrence E. Bennett, P.E. CNL E7rD AM - WITLopmw COWLTAN7 PA BOX 43M SOUIM DAYTONIA R. 3= TEU3MOM (ON) 767-4774 FAX (WO M-800 SEAL PAGE rf ©COPYRIGHT 18 72 N07 TO BE RFFR88OOIX0 N W I E OR N PMT WmquT TM VMR PERM33gN OF LAWRFNCE F. B NM. RF A SCREEN, VINYL & GLASS ROOMS I SECTION 3 y `\ o - - 1-vr x 1-vr x 0.080' ANGLE / PRMARY BEAM\ EACH SIDE OF CONNECTING y Qo SEE TABLE 3 . I. 1\ BEAM WITH SCREWS AS SHOWN CARRIER BEAM MNMUM #8 SMS. x 3/4'„00NG SEE TABLE 3 . 1 . 2 NUMBER REQUIRED EQUAL TO BEAM DEPTH N INCHES NOTE EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY CONNECTED WITH (2) 00 x 1.1/r INTERNALLY CARRIER BEAM TO BEAM CONNECTION 1-1/r x 1-Ur x 0.080' ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN PRMARY BEAM SEE TABLE 3 . 1 . 1 MVNFAUM #B SM& x 3/47 LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH NOTE EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-VZ INTERNALLY CARRIER BEAM TO WALL CONNECTION Lawrence E. Bennett, P.E. OVL eIDAE M - DEMOPWff CONSLTANr P.Q BOX 4M SOUTH DAYTOWy FL 3M TEUnK IE (904) 707-4774 FAX (904) 707-6550 SEAL © OOPYRICFff 199B _ PAGE NOT TO BE REPR=XM N WHOLE OR N PART WRFxNr THE WNTUN POWSION OF LAWRENM E BBMTr. PE. 73 SECTION 3 I SCREEN, VINYL & GLASS ROOMS OPTIONAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUMINUM FRAME TO WALL OR �— SLAB WITH V4' x 2-V7 MASONRY ANCHOR (A #4 BAR AT CORNERS AND 10'-0' O.C. WITHIN 8' OF POST AND 24' O.C. MAXIMUM FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 x (1) 44 BAR CONTINUOUS PSI PEA ROCK Cow. 8• x S' x 18' BLOCK WALL (MAX. 3Z) DECK OR GROUND LEVEL Im 1F-- '. (2) #4BARS MIN 2-V2' OFF GROUND RIBBON FOOTING OR MONOLITHIC F_MONOLITHC SLAB ISUSEDSEE NOTES OF DETAILS BELOW KNEE WALL FOOTING FOR SCREENED ENCLOSURES ALUMINUM ATTACHMENT 3-V7 CONCRETE SLAB 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISOUEPE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE X WELL COMPACTED CLEAN FILL OVER SACRnCED 4� NATURAL SOL GO% RELATIVE DENSITY CONCRETE FILLED BLOCK STEM WALL m S'x8'x18'CMLL '�`-- 8' x 12' CONCRETE FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOL (1) #5 VERTICAL BAR AT CORNERS AND t0'-0' O.C. RAISED PATIO FOOTING, KNEE WALL FOOTING FOR 7�0. MPL (1) #5 BAR ,CONT.1' (1) #5 BAR CONT. L'-- i m 4. B IMF�` mill s- :r 8. TYPE[ TYPE I I TYPE I I I FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-7/12' 2/12'-T-ID' �T-W' NOTES:1 NO FOOTING REOUIiED EXCEPT WHEN ADDRESSING EROSION EXCEPT UNTIL THE ROOM PROJECTION FROM HOST STRUCTURE EXCEEDS 18'-0'. ROOMS GREATER THAN 18'-0' REQUIRE TYPE I I FOOTING. 2. FOOTINGS SHALL BE MN Z600 PSI CONCRETE WITH 8x8-WX10 WELDED WIRE MESH OR FIBER MESH MAY BE USED N LIEU OF MESH. 3. F LOCAL BLILDNG CODES REQUIRES A L"" FOOTING USE TYPE 1 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. Cal 0K NOW - OEMCPA9f7 CONMLTAW P.O. BOX 43M BOUIH DAYTONN FL SM THEPILOW (WA 777-4774 FAX (WO 7L7-SW SEAL PAGE © COPYRIGHT 1888 74 NOT TO BE REPRODUCED N WHOLE OR N PAW WITH= TIE WRRTM PEFJAMMN OF LAWPFNCE E BENWff, PE SECTION 3 SCREEN, VINYL & GLASS ROOMS .9 PAGE 76 Table 3.1.1 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH '— Applied -Load 17#1§a.Ft _20#/Sq.Ft _23.#ISj.Ft 26#/Sq.Ft 32#/Sq_Ft Load Width Iziik2l zi0`032T,.- S. - - 6'-6" 6'-0" 5'-7' 6-3" 4'-9" 5'4" 5'-1" 4'-10" 4'-4" 7• 5,-6„ 5'_1° 4._9" 4'_5" 4'_0" - �,_8'.A"c.'�r, f!4�'��--.. ..._. - 4'_2�� 3'_9,� 9'4'-6" _4'_5.� 4' 2" 3'-11" 3'4" 10' 4'-7" 4'-3" 3'-11" 3'-9" -- 4'-7' ----- 4" ._ _ .. _ 3 11 - 4'4" 4'_1" -'- - 3'-6" ' --4-_1�r---`- - 3'-10" -- - 3'-0„ .. T-11" 3'-6" - 3-A„ ' 12' ----- �-------- - 4'-0" - -' O" ' 4'-0" 3'-9" 3'-6" 3'-2" Width 2" x 2" x 0.044" _Load - - - - E _ - -- Try.-- - - 6'-10„ -- 6'-4" ------ 5'-11" ------- 5'-5' - ..._.. ----- --- --------- 6' - 6'-9" 6'-3" 6-10" 5'-10" ------------- 5'-6" 5'-" 4'-11" - ---- -----'— - ----' ---------- --- ---------- - ----------- 8' ------'--------- 5'-5" - 5'-0" 4'-9" 4'-3" "-- -- . - .. -- - - 10' 5'-3" ---------- 4'-10" - 4'-6" _._ 4'-3" 3'-10" 11' 4'-11" 4'-7" 4'-3" 4'-0" 3'-8" 12' '- 4'-9" ---'----------.. 4'-5" 4'-1" 3'-10" _ _ _ _ 3'-6" Load Width 2" x 2" x 0.055" 8' 6'-5" 5'-11" 51-6" 5'-2" 4'_8" -- 9' 6'-0" 5'-7" 5'.2" 4 10 __-- _ 4- 5 - 10' --- 5'-9" T-3" 4'-11 4r-7a--- 4 2 - 11' 5'-5" 5'-01, ---- 4-8 -- _ -- 4'-5' 12' S'-3" 4'-10" _-- _ 4'-0" 4'-3" 3'-10" Example: For 2" x 2" x 0.044" Extrusion beam span is distance between uprights; to enter table roof panel projection of 14'4' find load width; L.W. = 1472 + 2' O.H. = 9' Enter table on left under load width. Load Width = 9'-0". Read span under appropriate load; Live Load @ 17 # / Sq.Ft. F 102 M.P.H. Load Beam Span Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. rJVL 8"AM t - DEMOPA43lr CON5LLTANr P.O. BOX 43M SOUTH DAYTONA, FL 321P1 TELEPHONE (604) 767-4774 FAX (904) 767-OSM @ COPYRK,HT 1698 NOT TO BE REPRODUCED N WHpF OR N PART WITHOUT THE WRDTEN PE7A4SSION OF LAWRENCE E BFNEFT, PE SCREEN, VINYL & GLASS ROOMS SECTION 3 r Table 3.1.2: Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH L 10�MPH ; y , 120 MPH I 125 MPH 140 MPH lied Load "23s 17#/S .FIL 20#/S .FL 2 .Ft. I 26#/S .Ft. I 32#/S .Ft. Load Width 3" x 2" x 0.060" 6' 9'-5" 8'-8" 8'-1" T-7" 6'-10" 6• 8,-7" 7'-11" . 7'4" 6-11" 6'-3" 7• T-11" T4" 6'-10" 6'-5" 5'-9" 8' T-5" 6-10" 6'-5" 6'-0" 5'-5" 9' T-O" 65" 6'-0" 5'-8" 6-1" 10' 6'-8" 6'-1" 5'-9" 5'4" 4'-10" 11' 6'4" 5'-10" 5'5" 5'-1" 4'-T' 12' 6'-1" 5'-7" 5'-3" 4'-11" 4'-5" Load Width 3" x 2" x 0.070" S. 10'-1" 9.4" 8'-8" 8•-2" 7'4" 6• 9'-3" 8.5" T-11" 7'-6" 6'-91. 7• 8'-7" 7'-11" 7'4" 6'-11" 6'-3" 8' T-11" T4" 6'-11" 6'-6" 5'-10" 9' 7'-6" 6'41" 6-6" 6'-1" 5'-6" 10' T-2" 6'-T' 6'-2" 5'-g" 5'-3" 11' 6'-10" 6'4' 5'-10" 5'-6" 4'-11" 12' 6'-6" -- --..—.6-0" 5'-7" 5'4' 4'-9" Load Width s �2".x-3" z-0.050"--ram 5' 11'4" 10'-3" 9'-7" 8'-11" 8'-1" 6' 10'-2" 9'4" 8'-9" 8'-2" 7'-5" 7• 9'-5" 8'-8" 8'-1" T-T' 6'-10" 8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5" 9' 8'-3" T-8" 7'-1" 6'-8" 6'-0" T-10" r-T-3" ~ - 6'-9" 6'4" 5'-9" 11' T-6" 6'-11" 6'5" 6'-1" 5'-6" 12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3" Load Width 2" x 4" x 0.060" 6' 13'-9" 12'-8" 11'-10" IVA" 10'-0" 6' 12'-7" 11 W" 10'-9" 10'-2" 9'-2" 7' 11'-7" 101-8" 9'-11" 9'-5" 8'-6" 8' 10'-10" 10'-0" 9.4" 8'-9" T-11" 9' 10'-3" 9'-5" 8'40" 8'-3" T5" 10' i 9'-9" 8'-11" 8'4" T-10" 7'-1" 11' 9'-3" 8'-6" T-11" T5" 6'-9" 12' 8%10" 8'-2" 7'-8" T-2" 6'-6" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 MP.H. wind load requirements to the abo%e upright sims increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer eMmsion dimension parallel to applied load. Lawrence E. Bennett, P.E. Cnn. El"EM - DEVROPAiNT COWLTANr P.O. BOX 4368, SOUiH DAYTON& FL 32M THBFIdE (004) 7e7-4774 FAX (004) 767-SSM SEAL © COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WrMOUr THE W MEN P68ASSIOM OF LAWRENCE E SEMETr. PE 1 77 SECTION 7 1 SOLID ROOF PANEL PRODUCTS r W W ig 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY -STANDARD]- ROOF PANEL IIZ 1Y 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SEE INDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND TMCKNESS INDUSTRY STANDARD CLEATED ROOF PANEL J f 1 'l '.-.'.'.'.:: J/ .'.'.'/.'....._........•. SDE PANEL CONNECTIONS ,Y o _ ............. ' ... ........ VARY (DO NOT AFFECT ...:.. .... ... ....1• PANEL SPANS) r I SELECT PANEL DEPTH � FROM TABLES 48.f COMPOSITE ROOF PANEL [INDUS .RY STANDARD] Lawrence E. Bennett, P.E. CNC ENGMEM - DEVELOPMENT CONSULTANT P.O. BOX 436% SOUTH DAYTONA, FL 3221 TETBHOtE (Boa) 767-4774 FAX (8O4) 787-6556 SEAL PAGE © COPYRIGHT 1888 112 NOT TO BE REPRODUCED N WHOLE OR N PART WRIIOIN THE WRITTEN PERASSIDN OF LAWRENCE E BBdETT. PE ' SECTION 7 SOLID ROOF PANEL PRODUCTS •11 SEAL PAGE: 114 COMPOSITE ROOF ANCHORING DETAILS EMSTNG TRUSS OR RAFTER #8k,x 9/18' SMS SPACED AT 8' O.C. BOTH SIDES II #10 zr1-V2' SMS. OR WOOD WO OO SCREW (1) PER RAFTER /OWTRUSS TAIL !- #10 X 3/4' SMS. OR WOOD r" SCREW SPACED AT 12' O.C. !•.' #8 x 9/18' SMS SPACED AT = 8' O.C. BOTH SIDES EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EMSTNG HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION #8 x 9/18' SMS. SPACED AT S' ON CENTER BOTH SIDES FOR MASONRY USE V4' x 1-1W TAPCON ANCHOR OR EQUAL AT 24' ON CENTER FOR WOOD USE #10 x 1-V2' SMS OR WOOD SCREWS AT 12' ON CENTER ROOF PANEL �1 #8 x 9/16' SMS. SPACED AT S' ON CENTER BOTH SIDES ROOF PANEL TO WALL DETAIL NOTE& WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAI W WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MW&N 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. )FADER NSDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS T. THE -WALL TMKHESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSRE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 MPH FOR SBC SECTION 1808 FORA MAXIMUM POSS13LE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE Lawrence E. Bennett, P.E. OWL 84MER - DEMOPUNr CONSII.TAW KO BOX 4368, SOUTH DAYTON& FL 321M TELEIq* tE (904) 787-4T74 FAX (904) 787-SM © COPYRIGHT 1998 NOT TO BE 9ERiODUOEO N WHOLE OR N PART WITHOUT THE WRITTEN PERMSSION OF LAWFENCE E BUMTT, PE SOLID ROOF PANEL PRODUCTS SECTION 7 P 7@ 48" FOAM - 10# DENSITY E.P.S. ALUMINUM 3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL° Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads Structall Building Systems Inc. Snap & Lock® Composite Roof Panels Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels Open Buildings Enclosed Buildings Wind Region Applied Load Overhan Condition Wind Region Applied Load 0 rhang Condition NONE I 1'-0" 1 2 0" 1 T-0" NONE 1'-0" 2'-0" 1 3'.0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 29 11'-2" 11'-4" 110 M.P.H. 20 13'-5" 13'-7" 14'4' 14'-B" 110 M.P.H. 35 10'-2" 10'-4" 120 M.P.H. 23 12'-0" 12'-8" 13'-2" 1T-11" 120 M.P.H. 41 9'-4" 9'-7" 125 M.P.H. 26 11'-9" 11--11" 12'-5" 13'-3" 125 M.P.H. 45 8'-11" 9'-2" 9'-10" 10'-9" 140 M.P.H. 32 10'-7" 10'-10" 11'4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0" 3" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load 0 rhang Condition NONE V-W' 1 2'-0" 1 T-O" NONE 1'-0" 2'-0" T-O" 102 M.P.H. 17 16'-4" 17'-5" 102 M.P.H. 29 12'-6" 12'-8" 13'-2" 13'-10" 110 M.P.H. 20 15'-1" 16'-3" 110 M.P.H. 35 11'-5"11'-7"12'-1"1T-10" 120 M.P.H. 23 14'-1" 016!-&'16�-10"" " 15'-3" 120 M.P.H. 41 10'-6" 10'-9"11_3" 12'-l" 126 M.P.H. 26 13'-3" " 14'-0" 125 M.P.H. 45 10'-1" 103" 10,_10"11'-8" 140 M.P.H. 32 11'-11"" 13'-4" 140 M.P.H. 56 9'-0" 9'-3" 9'-10" 10'-10,1 -3" x 48'" x 0.030:SPanets._ - - Open Buildings Enclosed Buildings Wind Region Applied Load Overhang -Condition Wind Region Applied Load Overhang Condition NONE; -7'W' . -2'-0" 3'-0" NONE "1'-0" 2'-0" T-O" 102 M.P.H. 17 18'-10" 18'-11" 19'-3" 19,4" 102 M.P.H. 29 14'-5" 14'-7" 14'-11" 15'-7" 1,10,M.P_,H. 20 17'-4"S 1T-6" 17'-10" 18'-4" 110 M.P.H. 35 1T-1" 13'-3" 1T-9" 14'-5" 120 M.P.H. 23 16'-2" 16'-4" 16'-8"914!11" 120 M.P.H. 41 12'-1" 12'-3" 12'-9" 13'-6" 125 M.P.H. 26 15'-3" 15'-4" 1579" 125-M.P.H. 45 11W" 11'-9" 12'-3" 13'-0" 140 M.P.H. 32 13'-9" 13'-10" 14'-3" 140 M.P.H. 56 10'-4" 10'-7" 1 11'-1" 11'-11" Note: Total roof panel width = room width plus wall width plus overhang. S T R�C T L L Lawrence E. Bennett, P.E. CIVIL EPMEER - DEVELOP6ENr CONSLLTANr au.Lo.No MXMZjM2_j P.O. BOX 4368. SOUTH DAYTONA, R. 32M 350 BURBAW, OLDSMAR. FL 34877-4908 TELEPHONE (904) 767-4774 LOCAL (813) a55-2827 FAX (904) 767-OSW NATIONWIDE "00-989-3708 FAX (813) 854-2BO2 SEAL PAGE © COPYFUGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART Wf0i0Ur THE WRITTEN PERIASSION OF LAWRENCE E. BENETT, P.E. 133