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Plans 201 Nautical Blvd (vault) ali Vus Ii,A .:j, V. 1.— -14 W� dr 431W iA if ty-mr. AXW. %P 4QV 4 .44 lj J ROOf PAW-L-'5- ------------- - 2X2 r-P<L f5p-AM �Tj Till j PAWL CLE-AR -�PAN P4T10 -VP- t/�LL PO-')T(,5) WO-15T) R-00f Of WFIRIW4 I I DLAWk4 WALL P0.5T(5) OVLP 1 y' all Poaz 7 2X2 KJIC�Tg- CflAR RAL ---------------- ----------- ------------------ r----------- AAP/01Z f PLAN VIL\\/ IG V-CKPLATL U1 folz P0-5T �5PACt,14'A& POM-LOCA"I I A ---------- .............. 'A ...... i� ZTO -�,NPPVWU fa&ATIN 8' MONOL74C TRt'Lp POWN PATW PR0-JLCTk*WVTJ bLAf 5[A�L 8 X8 W144 RX--bAR 4J �Ej CTION 5VL LNP \/1L\\/ - TYPICAL- ...... ..... 21 jR, Schematic Only with SITE SPECIFIC DIMENSIONS Plan View and Typical Section NOT TO SCALE (Connection Details and -6pan Tables on Attached Engineering Sheets #1 through #7) I ' US' V*J- 1 HOST EAVE AND VASC 1A HOST EAVE ND FASC 1A 1 :1 j: i AIJ I�; -CT ii-Ai-RoTca4�1 -"/To /70.\W&AVLA FA44M /* 11 �lp Q1 f UY 0 �51 P /* 4-; n R Rv6F M;R > C LR-U 45 PATV PAW V-190f QOOF -M R00f aJT-'Vr-TO 0Lff-5M WaIPW-'-VL 0VL"M-,6) ovuzaw'�- PA ovi, Z: R i)cps-LN vzooM \VrFfl E55a AzL4 A PL4N Z--40V %.00i IZIOT A)lr-"r P-00f ATTA/-' Lr- P TO flOU,5L f4�50-4 0.91 CM Wr To-,)cAL-L--Natwx) Y 41� 0 M 0 4 C0PY1Z1qJJT NOTLT-;COPYP4LIT 2000-ALL WQ4-5 DY-'RELIALTY.5TUCTUZE /OR PAVV W.MLLLR fl CL"T C&4RACTOZ- PRAM/W WLX-- j PA PRAT-RTY O\VW-R.- SM AWRL-4Lly -2o 1 lVaulrz i Elf lj� I I I I � 1,Yl - , P .......... 7 ------- 7 7- 77 7'. m 7 F .7, ROOF SELECT EDGE BEAM TABLE I SOW ROOF LW WINDOW FRAMING CAN ATTACH FOR MAX OIREMY TO HEADER UPRIGHT LE?,Im If rxz, 3-V2*$LAS ON GRADE VARIES NO MAX 01EV SLAB OR ON GRADE) OR RAgm fOOTING GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS TYPICAL GLASS ROOM WITH SOL.11D ROOF TYPICAL FRONT VIEW FRAMING 043GHT OF LPFX94T 6 MEASURED FROM TOP OF'rxr PLATE TO BOTTOM OF WALL BEA?4 CAONVENTIONAL.FRAMING OR ALUMINUM COVER SYSTEM SHW�BOTH SIDES ALTERNATE CONNECTION AT ANCHOR WITH#8 x V7 SHEET METAL FASCIA ALLOWED LOAD WIDTH SEE SECTION 7 FOR DETAILS FOR ROOF PANELS ALUMINUM allEETM OR VINYL SOLID ROOF L LWP/2 P12 E)(ISTING < SIZE BEAM AM COLL)MNS 0.1.1. STRUCTURE GLASS ROOM WALL SECTION PER TABLES VARIES SOLD COVER P -PROJECTION FROM BLDG. LW -LOAD WIDTH BEAM M114MUM 2'x 7 x 0.044* T P VARIES > (TYPICAL) MAXIMUM WlDTH- LU TYPICAL SCREEN GLASS ROOM EDGE BEAM SPAN LU cc ROUGH OPENING NOTE& ANCHOR T x Z OPEN BACK EXTRIUSION WITH V4x2-V4*CONCRETE SHEETING Wf"Al ONE SIDE WITH NO HEADER 2' x Z > FASTENER MAXIMUM OF X-Cr ON CENTER AND WITHIN fr OF UPRIGHT ANCHOR T x Z TO WALL WITH 2-Vr M SHEET METAL SCREWS WTTH SW 3-1rZ MNIMUM VARIES WASHERS Z-O'ON CENTER. ANCHOR OEM AND COLUMN INTERNALLY (SEE DETAIL) Lu t-� OR WTH ANCHOR CLIPS AND*10 SCREWS AND WASHERS. MINIMUM SLAB THICKNESS FOR SLAB ON GRADE 15 3-Vr CONCRETE. WEWr MW V%k Veft Wft TOM M"%NFAM V vhW&RfF fg P/2 OR P/2+OJi TYPICAL ELEVATION GLASS ROOM WALL 8 C: IS CLEM DISTANCE FROM MST STRUCTURE TO FRONT WALL BEAM Im uj Wind Load to Snow Load Conversion Table 0 50 Yr.Snow Load Dosign-3iiow Load Wind Load/BukkV Type U. 5- 25 */S%Ft. 3 - 15 *r3q.Ft. 96 M.PX-Open BtAdrq L- I SPANS PER TABLES 4) X SOLID ROOF 26- 30 #/Sq Ft. 16- 17 */Sq Ft. 100 PLPA-Open ft"v STRUCTURAL OR PAN PANEL SPAN 31- 35 */Sq Ft. 17 - 19*/Sq FL- 120 MPJ-L-Open&A*V 0 W 36- 80 #1Sq, Ft. 19- 34 */ft Ft tIO MPJ-I:-Ermlased&Adkv 9 . W SEE TABLES 1 61 - 70 */ScI.Ft. 134 - 30 #/Sq Ft.120 M.PX-Esiclosed JAN Select raW or wall ffmnbers from sWapriats wInd load tabk& 2 TVIE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD FF-OUFfiMMS FOR THE FOLLOWING CODES: 'D STANDARD BL&DING CODE 10K CHAPTER 18 INCLUDING SSTD 10-93 2)BOCA NATIONAL BUILDING CODE IM 3)TEXAS DEPARTMENT OF INSURANCE T SEAL JOB NAME. SHEET ADDRESS: UPRIGHT HEIGHTS 1 TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE MAWINGI FOR ONE PM:&4T ONLY CW 7 a44m MCI sum E lipillillilloillill oil"1110,0101 pillo"llplllllllll I I IN -in I ------------ LW P12 P12 0 EXIS 7:177 77. ------------ -----T,----------- ---------- 7 7_17 71, ............... 77�,,� HEADER BEAM EDGE BEAM *10 x f SHEET METAL SCREW SIDE WALL HEADER ATTACHED TO INTO SCREW$LOTS r x 2'x 0.04,r OPEN 13ACK WITH ANCHOR T x r x0.044'PLATE r x 2* x 0.044' OPEN BACK ATTACHED MIK(2)M x I-V2'3)AS. TO CONCRETE WITH V4'x 2-VZ CONCRETE ANCHORS WITM fr OF TO FRONT POST WITH#10 x 7 SMA MAX EACH SIDE OF EACH POST AND 24' W FROM EACH PUFLJN AND 24'D.C. SIDE WALL PURILNIS ATTACHED TO C.C.MAX T x Z x 0.044*OPEN BACK WITH MIK(2) *10 x 1-V2'S.M.S.IN T x r E)CrRUSION SCREW BOSSES FRONT WALL PURLIN SIDE WALL PURdJNS ATTACHED TO 1-Vir MIK IN OONCRETE 0 'r x 2"x OZ44*OPEN BACK WITH MIK(2)*10 x I-Vr S.MS.IN SCREW BOSSES MR 3-VT SLAB 2500 PSI CONC. GXS-1000 WW.M.OR FIBER MESH VAPOR BARRER UNDER CONCRETE FRCNT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WrM 0 0 V4!x 2-V4'MASONRY QUICK SET it AT(r FROM EACH POST AND _j 24'04 CENTER h(AX AM WALLS HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL A MIK r FROM EDGE OF CONCRETE 4 (4) #10 x V2* S.M.S.EACH WE r x 2'OR 2' x 3*OR 2'$MB POST OF POST co HEAM OEM TYPICAL CORNER DETAIL 0 0 LIJ uj 0 0 HBAR OR GlUSSET PLATE X C001PNOSITE ROOF PANELS:* ANCHOR r x 2o x 0.044*PLATE (4) V4*x 4*LAG BOLTS WITH F9SER PANELS: TO CONCRETE WITH V4"x 2-VZ 2'x 2' x VS* ANGLE EACH SIDE WTTH I-V4*FENDER WASHERS (3)#8 x V2* SJAS,PER 1r PANEL C40NCFEM ANCHORS WITHIN(11' OF ATTACH TO POST AND CONCRETE EACH SIDE OF EACH POST AT 24' PER C-(r PANEL ACROSS THE AT LOAD BEARING WALL WITH 0 C.MAX OR THROUGH ANGLE AT LU FRONT AM 24" ar-ALONG T 24' Cl MAX (2) #10 x V2* SJ4S.EACH SIDE (L SIDES(WAU(-ON) J r x 2'EXTRU" ej� 9b 0 Wouffll!XvT%blib Tfb 7%Tr W" c: MIK(2) *10 x I-Vr SMA IN SCREW I-Vr MIN.IN CONCRETE ZI 2'x r OR r x X HOLLOW BOSSES MIN.3-Vr SLAB 25M PSI COW- SEE SPAN TABLE HEADER Sx6-10x10 W.Wi OR FIBER MESH CHM RAIL AND)OCK PLATE VAPOR BARRIER uj r x r x QOW HOLLOW RAIL - ------rE 3 POST ATTACHED TO B0170M VMH x E I SEE SPAN TABLES SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAL WITH MR(2)*V x I-v2*SJAS. r x 2.2* x 3'OR 3*x r HOLLOW IN SCREW BOSSES FOR SNAP EXTRtJtS1ONS CHAR RAL C11 ATTACHED TO POST WITH MIK(2) A N 0 2 I-S EXISTING SLAB MAY 13E USED IF N A 0000 CONDITION AND APPROVED *V x I-Vr SJAS.IN SCREW BOSSES BY THE BULMING OFl fx2*XQZ44*OPEN 13ACK BOTTOM RAIL (10 HLTI V2'x 3-V2*KBIl APPROVED FOR W"UPLFT WITH SM PLATM CUT 3TM WASHER A 4 z V4!x 2-V4!MASONRY ANCHOR 0 S' 4 FROM EACH POST AND 2,V'OC.MAX 4 (1D 3/8'BOLT FOR X POST W 3ff BOLTS FOR 7 x 4'POST TYPICAL UPRIGHT DETAIL OF At)- low -��777 101— iillm'll- 4- M. z7 T "i-4E ------ somma"m 4& .......... R -------- 'IT 've =7 7-7 7 7,_ 7_ �7, 4 4 -i*; 40� 6.4, 777- ---------- 0 All moo= #a V2'0 24* OLC.(3 PER PANEU 3' I_Vr X 1 PRIMARY BEAM AAiraL _VrLX 0,0W ANGLE EA04 SIDE OF CONNECTING SEE TAME I OR 8 BEAM WITH SCREW$AS SHOWN @ L W MAX mum*a Sms.x 3/4"-LOW r x W S.MIL HEADIER CARRIER BEAM a x 02 SEE TAKE 3 KA43M REQUIRED EQUAL TO x BEAM DEPTHIN INCHES ALTERNATIVE OEM 3UPPORT RECEIVING CHANNEL 6 #8 x V2' NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES 0) TO STUD 6 #8 x V2*TO BEAM -LJV MAY BE C��WlTH(2) #10 x I-Vr 2 INTERNALLY 0 0 -j CARRIER BEAM TO BEAM CONNECTION >- z *8 Vr(3 PER PANEU "Def- < 2 x RIDGE BEAM cl) I-V2*x *,V2* x 0.0W ANGLE U) EACH SIDE OF CONNECTING BEAM 3*stooF PAAet WITH 3CREWS AS 3140WN UJI LU 9) BEAM SUPPORT STUDS TYPICAL PRIMARY BEAM SEE TABU I OR 5 X X x w a. 0 k*&&M 46 SXtS.x 31,V LONG ymm vft%V% A , TAMM tFErrXk-t I NOTE- ExTRUSKM WITH INTERNAL SCREW BOSSES uj THE STRUCTURAL ADDITIONS AS SHOWN IN THIS ENGHEM44G MAY BE=4NECTED WITH (Z #10 x I-Vr PACKAGE ARE DESIGNED To 13E MARRED TO A MANUFACTURED HOME STRUcTLFa THE pER SLPPORT SYSTEM FOT THE INTERNALLY x MANUFACTURED HOME UNIT AS REFEFOCED BY THE DMV RULE 1150-2W72 AND THE NATIONAL MANUFACTUREiD HOUSING CONSTRUCTION Am SAFETY STANDARDS ACT 3M-346 IS 0. HE ADDITIONAL STRUCTURAL LOAD CARRIER BEAM TO WALL CONNECTION ADEQUATE TO HANDILE r TRANSMITTIED TO n-E MANUFACTURM How STRUCTURE By o j 0 THE STRUCTURAL ADDITION. THE PAN SPANS SHOWN ARE CALCULATED ON THE WORST CASE LoAo OF wm Un.FT OR 20 SQ FT.UvE LOAD OF Q -7- ------------- ------------ 7 7 7 7 7 7 1-7 7 -7 ----------- 77 7 7 77 77 7 7 7 7 7 7-7 7 7 7-7 7,-L 77 7 7 0 gE _T --------------------- -- ----- ----------- .......------ ---------- -------- iol� ,-4- OPTIONAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUMINUM FRAME TO WALL OR POST IN CONCRETE #4 BAR 12*LONG SLAB WITH V4- . 2-VT MASONRY ANCHOR WITHIN tr OF POST AND 24*D.C. MA)GMUM POURED CONCRETE F04M TO TABLE 2.4 (1)"BAR AT COMM AND 19-0-O.C. FILL (10 *4 BAR CONTINUOUS U�-CHANNEL CELLS AND KNOCK OUT BLOCK TOP COLIRSE WITH 3000 P31 PEA ROCK CONCRETE B* x W x 1W BLOCK WALL 0AAX. 32) DECK OR GROUND LEVEL (2) *4BARS MIN.2-V2* OFF GROUND 4 ISOLATED FOOTING RIBBON FOOTING OR MONOI IF WNOUTHIC SLAB 15 USED SEE NOTES OF DETAILS BELOW INTERNAL OR EXTERNAL RECEIVING CHANNEL 3'x 3*POST TURN BOLTED TO AN04OR RISER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2-314*x 2-31V x 2-V7 LONG Vir TUBING WELDED CONNECTION ALUMINUM ATTACHMENT Z 2- M053' ANGLES FASTEN PER TABLE Z5 3-V2'CONCRETE SLAB.8 x 8 - 10 x 10 WELDED 12*x Ir x V4!PLATE WIFE IWIESH OR FIBER iiI CONCRETE (1) Vwje;,�VAPOR BARRIER UNDER SLABS 2 HAVING 3TfR)CTURE3 ABOVE 0 0 1 BASE ANCHOR CONNECTOR WELL COMPACTED CLEM FU OVER SACRIFICED FOR POST TO SLAB CONNECTION NATURAL SOL 90%RELATIVE DENSITY CONCREETE FILLED BLOCK STEM WALL INTERNAL OR EXTERNAL ANGLE CLPS ir x r x lir C)ALL > 'r THICIOESS OR REQUIRED,POST z TOP OF GRADE S' x IZ CONCRETE FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOL c/) ALUMINUM TUBE COLUMN 3*x T POST PER TABLE (1) #5 VERTICAL BAR AT COMM AND lO`-O- D.C. EXTRUDED ALUMINUM BASE OR BREAK 80 b6 25M pW CONCRETE PSII FORMED U,-CLIP t RAISED PATIO FOOTING E :3 CORROSION RESISTM STEEL THRU 3/ir x 3-Vr SOI.T uj BOLT PER SCHEDULE L= r x Z x Y ANGLE OR (0 U-CHANNEL x Y 3 4 cl) CONCRETE SLAB OR FOOTING 4 3'x 3*BASF CONCRETE ANCHOM PER SCHEDULE GALV.METAL STRAF` (14 C r TUBE COLUMN BASE SCHEMATIC W x W x 1W CONCRETE MOCK w l(r INTERNAL BASE 8' x 24'x 24*POURED CONCRET12 PAID a: PORCH POST CONNECTION NOTE: ArTACHMEN[T DETAILS SHOWN REQUIRE DIAGONAL -ALUMINUM CONVENTIONAL CONSTRUCTION W #5 BARS Or LONG) EACH WAY (D V BRACING FOR FREESTANDING COVERS c CONCRETE POURED CELLS WITH #5 BAR c. (SAKREM READY MIX w/ GRAVEL) PL I (n LLj PAD FOOTING U. BEFORE SLOPE 3-Vr x ::gj 2:,;;;11 li", ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH M #5 BAR CONT. ir I**" 2-VZ OFF GROUND A)o ; A' o TYPE I ly a TYPE III RAT SLOPE NO FOOTINIG MODERATE SLOPE FOOTING SLOPE FOOTING R93BON FOOTING TYPE I NOTES: % NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE ROOM EXCEIEDIS W-07. ROOMS GREATER THANW-O`USE TYPE I FOOTING. ALL.IM61UM STRUCTURE FOOTING Z FOOTINGS SHALL BE MR Z500 PSI CONCRETE WITH GxB-VXV WELDED WIRE MESH 25W PSI ACONCRETE WITH(3)#3 BAR OCNT. OR FSER VESH MAY BE USED IN LIEU OF MESK y MlNIlAJM 2-Vr OFF 4GROUND SHEET & IF LOCAL BILLDING CODES AEOUIRES A MINIMUM—FOOTING USE TYPE I FOOTING OR FOOTING SECTION RECAMED BY LOCAL CODE. LOCAL CODE GOVERN& ir 4 SLAB DETAILS ADDRESSING EROSION R13BON FOOTING TYPE I OF 7 ...... ............ %Z�._,_,n z 2 WON- 7-7,77-7: 4 4 Opp= Ir 84 I ? 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I, I I I I I I I- - " I - . ,I� I I I I I I 11 -- -_ I - I I �I ,1� - � I I I I I - I I ;, I I I I � I - - I I I � I I I I I I I - I - � - - I I I I I I , 4��i!-�t��4��*�4��,.��i��-!�t-�-�--�-._____li�,.'-:�,'-��-,!��4�4!��o��t�� 1._--__1_-_- -------� �tm��4��t�!� - - I - -,,, ,"", - � I I I ___t�� _,_____ _---_ _.�v5�4� 1�� 4�_,,,,--"---,-1,_7'---'--'-1_-___" it�_�� 4��________._____ -11-1 I I -�- -- ��- -7- �, , ,"� , I - I I � I- -I- I I I - -I'll I �I I— - I I 11 11. - - -,_.."- 11 �-� � - � __ - � I I -I � I�I I I 11-11 I - " " I I- ---- 1-1 -.."I- :11 I -1 -I ,,, - �__ I � - , I � "I - - I-11 I I I I I I I— I � 1-1 11 - � . -1- - - I , - �-:-�, - I'- - I I , ---, , I, I �_ - - I � � �--- - -I "I 'll, I - I 1 I 1� , , -, 11-1 I - 1, , � , - 11-I; _ , -11 � ,, ,, -7 ,--- , , I , , 1.11, I ,I -11. � ; - I _ - � -� ..... I I �, I _� . - - I ---, - --- -- - - �___�-�� - _�_ ��,��_,,1�� - 1111 I��----, __,;, ,--. � _,-�__-�L�'��-�_--1�__ -- ;�-��_, �_� �- I __ __ I -��_,�_��,'_'_�,-_�� ; __ - -, - �- I -� I - I ____'_______ �:�- � � ,___��, - __ �__________ - - __-I-------- -----,--,----- __ - ___-- - . -----..-----I-____11 11 - - __ - ____ ___ . ___-____1___-____-__.____- -11-1- _ -, __1 - -��-----,--�l----�11--�--,---�l---.---I_____ ___-aiiiiiiiiiiiiiiiiiisiiiiiiiiii I . � I � . Table 1: Allowable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans-Self-Mating Extrusions for Table 3: Allowable Sp-ans For CARRIER Beams in a Solid Roof,OPEN Structures . and/or 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 Akiminum Alloy 6063 T-4 Aluminum Alloy 6063 T-6 � I --WiRFZj-w�- 102MPH I 11OMPH I IZOMPH I 125MPH I 14OMPH Wind Zone= 102MPH I 110MFH I 12OMPH I 125MPH I 14OMPH Tributary Load Width - 15-- 5#[sq.Ft.I:52 Of q.Ft. -3WWZIT-ae�- I I P-q.K 1 AD IRS%FE I A.1 1154 FE I 2b Iraq.FE I 32 Mr.,%K Applied oad- il xiSq.Fi.I zo sisq.Ft.I 23 XfSq.Ft.I Z S Single Self-Mating Beams 6-O' I 8-0" I 10%0"1 12'-d-1 14-0"I 16-0"I 18 W 1 20-0-122'-O 124 W 1 26-4-128%0" Load Width -2-x 2-x 0.0"- Load Width Z-x a-x 0.055-x U.IZQ- . Allowable Span-L- ---6-4- 5,_10" Y-6- 5'-Z- --- 6- 137 1" 12*.10" 111-11- 11'.3", 1 U'- 2 x 4' x 0.055 TU.Mr_ 12'-2- 101-6- 9,-5- 8'-7- T-11"I T-5- T-0- 6-8" 6%4" 6%1" 5'-10" 51-8" ------9-51itf--314-__=_-7"11----4-3- 6' 12*-S" 7 1-�9 --1-r-1 i_- ---1-0'--S--- 9*-3- :-4_ -r.9--7 Z--9-I U 0-3 0-1, T-1-r , 7 -7515--177---711----4'Z----T.7T-- 7 --TT19---TU`Tff1----TT-7----T:g----8-7- 2"x 6 x 0.033-74710- it)-I U 114-1 I a J-'1'_-1 ':-':1 j'2 4. - 37-- -74'` ______--F-- -7- _____r_--Trz-__T017____r_9___3_rf____ff1a_ - --6- T5 -74 , '-8- --i- - a. 5'-U' - 4-8 -7q----r-T--74- . 2"x 7"x 0.56r x Ti 25 i a -ii 13 1� !2_j 1. 10 10 V a f-3' 1 O" 8' 1 -----4'5- 4-1 3-10, T-6- S. 7'.7- 2**x 11"x 0.072-x 0.224" 4- . 7 7' 77 71 7' � V_ 4-9 10'-S- ____9_7�- _ 8'-11- -8'5" 1 . 21*-2 T9-1-1 I'IT-11"114-11174-775-4-72-F 12'2' 11'9' -- I Z-x V-x u.ufz--x 0.iCZ4- I 27,7 U-5 ,25-I I*-1-T--r 117-9-I I 5,-7- 757F-149r 74'2'77 lov -2114- 4 7 -770--111--714- 10, -9'V--97- a-5 ---7-fT- 7'-2 1 -7-17-Y 12-1 1 , 11 ----77- 3-11 ---T-79--114---T-7- 1 1 ---V-3---81r--77-T----r-7---%-TU- 1 2"x 9-x 0.072-x 0.31 0- 1 30'-2- 26%1- 23'-4- 21'-4- 19'-9-1 I$'- . 17'-5- 16'-6- 15--9- 15'-I* 14'-6" IT-11i 17-___77-� 3-9 I J:T- 3-4 1 Z-1 -_ 12, 81-11' ! 81.3- 1 7-4- , ?'-3- 1 6*:7" . Load Width T_X J_x UNDO-im coam of A-x X_x U.0 5bu-, Load Width Z x 11)-x 9.1,133-x U.IZU 1131.r__- Tributary Load Width . . 1 5 ---8'9- T-0- T-a" T-V 6-4- 5 I 81-1*1 15'_8- 15,4- 14%8" Double Self-Mating Beams 10'-O"1 12%0"1 14*-O"1 W-0-I 18'.00 1 20*-O-1 22%0-1 24'.0-1 26'-O"l 28'.0-130-4-132--0- -9-___7_ff_ 1-4 ___91T0__-915-___57(r_ 61 16'-6" -TIM- 14'.3" IT-4" 12,--l- - I 1 7-___r:X_---9"9--914-___r_TT_ 5'-4- 7' 1 15'-4- 14-1 ---T3-1---T2`-5- TV-2- I Allowable 49arl-_L_ ------r--611T--76-4--3 7-T-----5 7--3"Z- a, - -rj' . - - - I - -114'-11- 14'-4- 7- 12-4 ----TT-r- W-5- 2"x 8"x 03TZwx Mr 26 7 1 24-5 1 22'-7-1 21 7 119-11 118-111 18-01 1 I'-3"1 16-7 115-1 1"I 15-5 1 -----T_ b-6 ---I-TT---T-7-- 5-a ---419- -----I,- 13'.6" _1T__5_1- ____1V_T____1V__11" --§-lr--- 2"x 9"x 0.072"x 0.224�* 29'-8-1 27--l-I 25--l-I ZT-6-1 ZT-2-120--111-1 20--0-1 IT-2-1 1 a--5-I 1 7--9-1 IT-2-1 16'-7- I � 1111-___9_2_-5141----5-4-__7_rr_ 4% 10 __T21T:r_-770---Tf,Z---TO-4--914- . .. ...V(A XV.4lu ij-.0-13u.-Z-Izf--ii--125'-I--124'-/--IZJ--4'-IZZ--;S'-121--4-IZU-13 lItt'd II'J_-T_' 18-6" . _____ff---r-IU-__7S'Z-___37----4'9- 4.3" ----Tf- 12-3 i I-3 ---T=_--T-TT----B-rf- � -_ 4 . _____rZ_ 5.1" 1 5 7 1 4_M-__r__7--7F_r_T_ i r --Ti 1--4r- 10--s- I I0'-I--T--9-r,--t 8.4. Double Self-Mating Beams Tributary Load Width . c3iiaNqQw- T-0 xu.uiu- Load Wicill. I"x 7"x 0.062-x 0.1 zu-- w/2 X 4 Self Mating Beam I 5 10'.5-- ____9'_T'_ d'-I V 6'-b' P-I" b 2 1'.2" 19,-6- ___9-7- 1T-11" 15,--5- added to TopfBottom -fff-7911qFTT-0-I 16'-O-1 18-0" 24'-O-1 26-0"1 28-0" 0) 5- 9'-6'* F-9- 8_T____r:3__--B-ff- 6. 19'-4_- ___1?i71�- ____16��" ---1-67--__74'A 2 r 8-9- ----T-7---7%---r-T----9'T- 7 --T 77T----%-S-- 157) __T41Z___7TT_ (perpendicular to webs) At owable p49 0 ----r--78-1--77--7-7-7--V:g----77-T- 8 --IZIT- 15-5 14-5 __TTT_--72-1- 2"x 8 x 0.077-711-.227- 40'-l"1 36W 133 _W-4"1 27*-1-12 5'-1 1"I 24'-11-12 3%1 1-1 23'-2- 22-5 0 .............f� ==_ 9 1-9 ---r-7-----V:B-__,6_j__-714- 91 .r 14'-7- -777---7TT -7 TZ' 2"x 9-x 0.072"x 0.31 4T-11-j40"-Zjj/'-Z-jJ4-'J jJZ-tV 31--i-lzg.-U-Iza�-�--Izt--J-lzb.-J-Izz)--t,p 4- ix -----Ttr-___r=I____6_97_____91:Z_--51TT-___F:4_ Io- ---Tr.TT----T3-TU- 12-10 ---TT-T---TO-fT- 5-29'-3-jZ8'-2-I2T-Y 1 215--b-1 J-T---T-ff----T-5----r7,r---rZ---y.f-- � i 2"x 9"x 0.072"x-O-.31_-__r47'-2-1 43--l-139'-1 I I-A I-- . -- _j 11- ----T4'3--73-1----rr-l---rr-1-___T0`S- >_ 6-8 1 6-Z 1 5-9- 4.11 i2' 13'-8" - 127' r___T7�- r--77�7 Fit- wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(17 Ibs/sqft).to convert 7M 2"X a-X U.U50"lilt MOSM Of C X 4--X UXIU;�= L0aQ WtUtn Z-X V X U.U!7Z-X U.7.Z4' > * i 1 U-0 9'.10" -2- 64" 1-9 5 ZI-11" 25'-IU" 24'-I" ",-a- zu-5- tabular value to higher(more severe)wind zones,multiply by the factors In the following Conversion Table: ___ 6, V.0 6-11" .:;� t Au i 1.1 _____ - - 2 T_ -W 8,41" -11-j--I 7 1'.3, ( 61 - __ 25'-7" -7*' 21'-I I- 20--8- 1 -7-- I 2 3* kl'-Y 1--9- /'-J' 1 7 23,7, 21-10' 20':T`____-TT-2----T7`3- I < --77-4--15-170- b-IU I b-I.- 81 ZZ-2- -70-5--791U---Tr7T---Tg'2- wind ApPla(f conversion : 91 T-111- ___ -- 6-5-____ 91 20*.10" ig%3" __1 T.1 1_3 __r6 r I 0__ --IT-=- Table 5: Allowable Loads On Screws And Bolts Zone Load Factor V) i TV--71:9----g'TT--8-0 0-1 i 55:�9 ______Ta_ 19,_10- -TB-J---T7'7I----TT:U---TX'5- IUA 1 17 -___T.Vq_ U) -----Tf--77--97r--797-- :),Iu- I :),.J, 11' -T9'T6-7-T7r'5----T9-T-----T5-S-- 1 T.9-_� (As Recommended By Manufacturers) ---nu , ____2T_ 0.9Z < Tr----G-T0-F--%-4-F-5-I V 1 t)ftf I .- 14'.7" 13'-2' _j -- 12, ---IT-_V 16-8" E721- S*lf-Tapping and Machine Screws Allowable Loads Tensile i2O 23 ___T.U_ 0 Example: ---Los U'W-id t n i 2-x 9-x 0.13!I T-x 0.274- Strength 55,000 psi;Shear 24,000 psi 26 ___,U.Tf_ For Z*X Z"X0.044"Extrusion beam span is distance between uprights.to 5 31'-I" 28,-8- 25'-9" . 25'-l" ' 22-8- -Si-_ -SK-o-ar -Double Shear WitTd_rawaF_ =:Z=T- -.2 0.73 enter table roof panel projection of 14*41"find load width: 6. 28'-4" 26'-2'* 2 4..5.,---Tr.1-I _72-076- Screw Diameter I ngFe . 9 A Lw-1472-TO.H.=9*Enter table on left under load width, -----r--79-3---TV-=--72-r--TI-1- 19-2 *(tbs.) -(tbs.) (tbs.) Load Wdth-9'.O"and read span under appropriate load: ------I---N-1----27Z--72M -731-Ta- I 17 I" #8 334 558 167 . cc j 0 1 Live Load @ 17 0 1 Sq.FL 1 102 MP.H.Load Beam Span 2 91 - 23'.2- __7�1-4 713`-11" ___1_F._9" __TF-_11" i #10 418 836 209 . C0 I Note: 10, =r-rf 217-31 -7T77---rP-9---79T- V2 576 1.152 288 1 14 Tables assume extrusion oriented with longer extrusion dimension parallel to applied load, 1 V - 70-7- 19-4' ld_u --79-rr-__T3_j_ 12' ---TV--, 16--l.- 1 17--7 1 16--7 1�, " � M__- 734 . 36 1 1. 114" 761 1.522 380 � 5116" 1,253 2.506 626 . I W � - . - Table 4: Allowable Post/Upright Heights for Screen,Vinyl and Glass 318" J..;AA 1 710 928 � a- i., g Rooms,Hollow,Snap and Seff-Mating Extrusions Wood Lag Screw Loads Aluminum Alfoy$063 T-6 � Using Southern Pln*S.G..0.55 or Equivalent 1-1/2"Thickness i :single tine ar_-Double Shear --Withdrawal 4) Extrusions e I� � I Load Width-PostfUpright Spacing � . Screw DIame to r I (tbs.) (tbs.) (tbs.) a 9 ir i I -10, 1 44 1 46- W Go- 56- 1C is- I W I I� � 6 1 Hollow Sections 114" 170 235 396 1 i I Allows Is tie,I t spent 1 4) 1 1 2'x r x O."it, _--r-10-r7�6--107_[1!�-YLW-1 w 5'-10- 5'-7- 1 5�4- 1 V-2-I X-I 1" 511 6" 1 210 . 355 624 1 Co a-r. � 3,77-K UMIV. - IV-Q W-o I V� I 0-v I 0-1 I-V 1-3 I /--I- I b-1 U.,I ti-I 318" 1 240 480 712 1.- i r x r x uso- - 1",3- "7,5 , 9*-2- 1 F-9- 8*-4- 7'-1 I-1 T-8- 1 7'-4-I-r-1- . i 1 11-9" !&I 11,11,r-2,.1.T9'�� 9'..1 r-it" 8'-4" 1 T-I I . I Concrete Screws And Bolts In Concrete,Brick or C.M.U. Uj I I I i W _ 1'��; X,R;;r` I T-1, _2 1 _1;:, = 5-17]7 7. ,9�-K 1.4:-I�r!, �"-k!kOMILI!,*,L�A,t,q4k;kM�!?!Fp�IT,i��1-1.12"Thickness Nth 1-114"From,kile), 4:11 . I � ,_ _ ,_ . _jji� li- - 2�r .. 1, I 1. r. . . _"446fir'Scres h'ipirn a's-on-Y-irife-6itruiiFd'n'WFdid wi rsId`.Tiik1(aI`fosb(.plaits. I 1:630t6lictstill, i 3:000-Cidlict6tit I Z .1 I Load Width-Po t Spacing crew lameter ension I bs.) Shear � I a.) Shear X1 Snap Sections 360 1 420 1 48* 1 S411 1 608 Go- 1 7z- 1 75- 1 W, 114" 757 319 352 L_ 2 . Tju� T-Ma- I , - Anowaole Reight R.fSparil 51161, 1 1,057 818 : 1.184 1 898 1 3.1 d 2'x r x 0.044" 9'-3- 1 F-7- 1 F-0" 1 77' 1 7'-2"1 6-10'1 V-64 1 6-3" 1 67-1- 5%lav" 319" 1 1,443 1,443 1,776 1 1,503 C13 * I 1 2-x r x 0.046" 1 ��lu-b-I V-1 I-I V--0 I a--I I-I tr-f I ts--J-- I-1 I--it I-a- I . -.- r x 4"x 0.045- I*-j I 14-1 I 1.1-Tv I 12-3 I I I-10 I I I-3 I lu-V I lu-4 1 9-1 I I 9-0 Aluminum Rivets with Aluminum Mandrel 1�).,;.) /I � - Load Width-rostit.1pright bpacing Screw Diameter Tension(tbs.) Shear "I F - Self-Mating Sections 364 1 4r I 4r 1 54" 1 60" 1 GV I 7r 1 71" 1 34" 1 go. its.. 129 176 . I Aillowable Height--m-j5panl 1 5132" 187 - 263 1 1 2-x 4"x 0.055"X 0.1Z- I[--11'1 Ib_-d_'l lb'-f-1 114�-6-11T-11-1 13-4-1 IZ-9-1 lZ-3-111--g-1111--5- 311 6" 762 375 S � r_Xr x 0.065"x 0.1 2" 24%111 23%2"I 21%8"l 29-5-1 19-W'l lEr-5-1 IT-8"116-111 W4"116-10" - 7_X_r I Aluminum Rivets with Aluminum Mandrel Z"x 6-it 0.072"x 0. 3671 3771 J1 4-1 ZT-6 128'.0"I 26-8 1257-1 124-l"I ZT-0, . Screw Diameter ons on(tbs.) Shear . arx - X - 4U-Z-IJI'-2-13,C-V-132--WIJI--I-IZY-a--It.o-,j [At-,3 'o-41 25,-5- . ;9- 4. =TV 44-0 141-4 1 JO-0 I JO-0 144-f IJZ-II I JI-1 I JU-4-i I V. . I its" 210 325 SEAL . Maximaim chair rail spacing is V-11"o.c. Thus with chair rail @ 2'.6"the maximum wall height 5132" 340 490 without additional chair rail is T-2'. 3116" _____44T_ 720 1 SHEET , . Notes: . Single Shear Screws Fy-36-40 k.s.i.Yield Strength � Glass Rooms:The adddion of aluminum frame windows with glass panes that are designed to I 10 M.P.H. - Double Shear Screws Fy-50-54 k.s.i.Yield Strength wind load requirements to Me above upright sizes increases the strength so that additional framing is not I required. - All barrel lengths;Cetus Industrial Quality. Use manufacturers grip range to match 5 Using screen panel width'W(See typical glass room drawing.).select upright required from the total wall thickness of connection. Use chart. To Select screw U.S.rivet substitution of � - maximurn height allowed for each extrus.ion. anchor specifications in drawings. 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WT - 0.78 Pl.F. E)aSTlNQ 2" x LP x 0.044' X bt 0.64 lm�3 UPRK3HT sx 0.43 Im Lu OM - TO OAW co WINDOW FRAME w 4W T x 3" x 0.050' PATIO EXTRUSION CONVERSION DETAL 2 a: ABS EZ-LOK 3' x 0.024* x 48* ROOF PANEL SCREEN ROOM TO GLASS ROOM MOUW AUJMNM COVER PAN OR CONVERSION DETAILS C CONTMOUS ALt&ftXI SHEET NOTE: OTHER POSSIBLE lEXTRIJSION SECTIONS NOT SHOWN a) op 5/ C?OFftQ". e4mNEERw MANUAL . .. . . . . .. 'A-T x .. .F.*W.'NSUUTM. . O-Q ALTERNATE#8 x 51W 3W W .. . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . W/ Vr DMETER WASHER W A N A TYPICAL INSUILATED PAN& NOTE& 1.INSTALL I= FOAM INSULATION-KTO ALO&M ROW PAK 2. COVER M)LATM WITH Q.0W PROTECTM PANEL WITH OVERLAPPM SEAM INSULATION PANEL SHALL BE CLOSEEI WMI AUM"END CAP TO SECURE PLACEMENT AM TO DISCOMAGE THE NESITM OF WILDU:E AM OR INSECT3. 4�PROTECTO*R PANEL WILL BE SECLJRED BY#8 x Mr CORROSION RESISTIVE WASHER SHEET HEADED SCSEWS. *SCREW PATTERN WILL BE Ir ON ALL PEFJAETERS AND 24!OjM FELD ON EACH PANEL *ALLM&N END CAP WILL BE ATTACHED WITH(3) #8XV7 CORROSION RESSTIVE WASHER HEADED SCREWS. 6 OF g-� 3-"Mon, :52 77 ----------------------- 7 7 -_7 7 7 7 7 j IT SHEET -,-- -__7 �54 �'7 ............ 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 Allay Industry Standard Products 310S M-28 Aluminum Alloy 11-14"x 12"x 0.026"Panels V 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 Region Load NONE 1,1%0" X-V 3*-0-1 r-0- Load !Z9 FF F-5- .T-(r 4'4- Region Load NONE V-0" 2'4" 3%0" 4%0" Load NONE 1-.0- r-0- 3--0- 76-2-W". 17 7-4- IT77 7-7- 9-T 111-1* 29 -V-10- 8'.5, na 102 M.P.W- 17 IV-9, 15,40" 16,-3" 16%10. ITT 1 %8" IT-6- _17A-_ A I a M.P.K 20 1. 1. .1 ..- 10--s- -gq� 44-1_Z__ - - 120 M.P.H. 23 6,. 6.10- _8" _11* 101-4" 41 4-4 F na 110 M.P.K ____216_74�W 747F I gr_-r- IS.-s- W-F 35 10.11- 1 FF I V-11" IZ-6- IT-7- 1 2-0-M-7-K --27- IT-W 117-rT4�1- IMo- is-7 41 --IVZr 1=4 1 -11 V �11 q2 11 125 M.P.K 2-6 r-4- 8-.7- 110-T 44' ;9 'r-Tr 3-7 1 F-9- 56 -7-1 140 M.PX :4]E TZ-f-M_PK 2-6 7-2-_9 _=1T_II--1 3_7_�47 14-4- 75�4- 45 77-7=11- 10'-6' V 1 7- rF--W -1�14-7_12�4r' 112'41-7337_-Ir�=- 7-11- F- a IT-10 140 M.P.WI 3r 1 11.10 Open Buildings Buildings M 12"x 0.026"Panels Wind Applied Overhang Condition Applied Overhang Condition Open Buildings Enclosed Buildings - Wind Applied Overhang Condition Apple, ehang4Condition A Region Load NONE 1*.V rr T-V 4%0" Load NONE 1*.Ow r-r T.0� V-0" 12--u- 29 3--IT-=7'ri--7-7- 111.7 Region Load 3*-0- 4*-0- Load _Z�l-0- 2-4- X-0- 4.0- -TTTWPlr--N--r3--711--77-117:3-773'-IT---V:3--r7--M--9'r-70"2' 707V P-.r=7 16-11-111.7-111-T Ir. 29 12,111IT-2- IT-4-, 1 TWWVTr--2r--rV- 7-11 -=--rf-IrT'---Zr--5!:g--rr--M--1174- na -frdv.vlr-20 Ir-7. J3, 11--lullVAL .TM----;r= -Tr:r 143 MY.K -29---M--r-r- 8-4" _73-707W---a--SMS-T70'T=-r2- a 120 M.F.K ::::;;= 14-1 114-V i 13-1 1 7X"IYTr-=--F7-%-fU--r-r-T-M 111-17---3r-7TT--3'r--9'=(--7'9- 125 M.F.K 14.9 113.1al I T-2- I Y."x 122 x 0.026.Panels 140 M.F.K 1 32__ IzA I Iz-a M Open Buildings Enclosed Buildings 3"x 12"x 0.032"Panels 0 0 Wind Applied Overhang Condition Applied Overhang Condition Open Buildings Enclosed Buildings cc Region Load NONE 1 11.0- T.W* 3*4_ 4.0- Load W59�1 4" r-W 3W 4!4" Wind Applied Overhang Condition Applied Overhang Condition _j IQZM. M. 17 IMT-7='1= 29 Region Load NONE V-0- 2*4" 7:� Load NONE I V-0- 12.0- 3.0- 4.0- zu 2u, 49 z =-77--rr-T'-Tr--5=-T:U--M-7TT- III T7-M T=- ,I _j_ I a-.I U-1 5; -7-7-7717-TTIr -4=-3%1--9-4- 1 v 2 -!r-X,_T_777-FT37- a 1-1 a� lu� 59---4,5-4-1(1 -77f,-73- na 2b I*" lo-v la-z 45 z 1-%"x 12"x 0.032"Panels -rrz- 3 - Open Buildings Enclosed Buildings Note: Total roof panel width=room width plus wall width plus overhang. Wind Applied Overhang Condition Applied Overhang Condition Z-0" X-O" 4%0" r-o" 3'4" 4*4" _j Region Load TIMT V.0- Load WOUFFM01, 102 M.P.H. 17 .7" 10'-3* 12'.0-1 29 7--r I TT -F-3- -F-7-76�r 1-1 a-M.7w__Tr_ 91-V 101-81 1 1'.G* 3S . 6110-, r-8. 7--17-7U=4 z iT- -4 W.--16-�1. ITT 41 8--l' &-4- -f.-3-- W Table 13: Allowable Spans for Industry Standard Cornposite Roof Panels 120 M. H. W I A I US M.P.H. 26 _F_F_ W-51 101-10" As 5--9- T-1- 7-7_7=4 W na 140 MY it 32 r-17-F-1. -M=e---fr- -M--VW--T.-Tr Aluminum Alloy 310S H-14 or H-2S 1.0 EPS Core Density Foam Note: Total roof panel width-room width plus wall width plus overhang. 3"x 48"it 0.0 fg-Pa no Is Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied rhang Condition Region Load NONE I V-41" 1 2'-0- V-0" 4-0" Load NONE V4- 2'.0' X-0 4.0" 102 M.P.H. 17 13'.4' 1 ' " IT-1 1; 14%7- 15'-6- 29 10'.2- 10__1'10'-1I-I1--10 12-41- 110 M.P.H. 20 12'-3- 12'.5-112'.11-71�38- 14'.8- 35 9113" 9'.6- _=0�17 ITT 12'-3" Table 11: AJIowable Spans for Roof Pan Panel Products for Various Loads HV.F;7L - 23 11*-5' 11'.7"TITT T2�MTT3�il' 41 7-7- 6.10" 9'4' 1 " 1 ..9. Industry Standard Products 3105 H-14 or M-25 Aluminum Alloy 26 10'.9" 10*-11 1 1 V-6- 11�24- 73',5" 45 8'.2- la-2" 1 V-5- 3"x 12"x 0.021"Panels 32 9'.8- IvT--T2=r Is '74-- 4" 10,40" Open Buildings ----------Em-losed Buildings T,x 43"x U.1124'"Panels Wind I Applied Overhang Condition Applied rhang ndition open Buildings triciosied Isultdings Load Load I NONE 1 1-4-1 r4-i T-0-1 VAI- pp to ra Region I I NONE I I'-G-I r-V 13-4-1 4-4-' t (I Overhang Condition Applie r ang Condition WM.P.M.1 17 JIX-111 IT-V 113.7-114.3-1 IT.3" Its IT-11'I 11Y.1'1 I(Y-a')11'.7-112'.9- JKE I 1-.Q.- Z-.Q- ;5,0- Load INUME1 V-9- I A--u- I 4--u- 1 4-0- Region Load 1W 4-0 10Z M,. 1 21 1 inx lei 123 m.F.M. 25 I(T-G- Iz-1- 1X-Z-1 45 7--11- 8'-3- 18--11- 120 M.F.H. 23 IZ.IU" IT-0- T-5- 14'.2 9--lu-1 1 V-�5 7219- _77. 1 Mrff.IrRo W T_ 140 M.F.m. jz 9,-b- I 1--Z- 1Z-4-1 56 YW' r-5- I ir-2- 9'-4- 17-9- 3"x 12"x 0.026"Panels 140 M.F.K ---I=70'Tr Iz-a llj-o 4;+;7 "Ta Trz- Open Buildings Enclosed Buildings J-X 415"X Panels x 0 A Wind Applied Overhang Condition Applied ove hang Condition Upon buildings enclosed tsuildings to ridition rhang F.;onddion d Region Load NONE 1-4- 74- X-0-1 4.0- Load NONE 1*4" X4" T-r 4*-0" vv Ina Applied overhang Go piled Ove a: -TU7W.M 11 14'-,1- _Tr:5-W-Ij ID-t 10-b 11v TTIZ--rr_z- II-v MG Region Load NONE I V-0" 1 '-9- X-0- 4-0- Load IMNT" 2- 4� 4.0- 20 13.3 7T-5-IT-M 14-7 1*-* 33 11 lb-Z 10-4 110-6 11-J- la:-I- 99 IZ7- IT-U- IT-9- 14'-9� N 0 2 lu-I 7T'ZTrr -21-14--il- 15--l- -I- TG 7. r-W-7==Tr-M 72'9-T7-Ir 123071T 7-3 -TV-'r 44 14-11 14-1 4-a 577- -16-1 --Tf-707 -T0'77.r-2-72Z-=- T-M 140 M.P.K 32 110.5 7=--T=T=- M-r ---n-Trw. Tr-M -TT:3-Trz-r--w-T-fr-n- IT:r 4"x I open Esittaings Lmiosea Buildings Note: Total roof panel width room width plus wall width plus overhang. wind AppI*Q Overhang Condition AppiIG4 Overhang Vondition Region Load NUM I-.u-- 3-9 Load Nurit I-.Q-I itw JW- 4-.u-- -7r-Ir.5, 16.7 29 IZ-1- 12- ;Iq_ 13.1 ___M_MIT,_Mr IZ-1 ---n--r4l-r-fr-,r IT.r 10 7 -r="Mr 13's, MIr WM M"r =T-TU,WV Note: Total roof panel width room width plus wall width plus overhang. 7 OF MMM 115"!" IT",4'!1172_2;M % I eassl!_1 M-Mlo"W""IM-15! own s ------------ t 111,10 1 1011 111"01,01 51M -M- 1 MI Ilia ME ------------------, '__----------- _7-77 --7,-7,'-7 7, -77-- ........ --------- in Re gi.n 4.- Load �6' 2, 0 5 0 P.H. '- . '5 1'-'" 12'-3*' .".K 3 ,1. 4, 1 ,.,.K -.5. 'is 2P 3' 1'0142 "'o M P.M. 1 2. 6 r 0 to (D in ----- -- --- ----------- --------- ------- �_7 ---------- Reg