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1605 Linkside Dr (plans vault) J J J 00 r ...+ -+ - 000 tfltOtO OO OOOo VVV MOM 000 WWW I I I I I I i l t 11 1 I I I I I I 1 1 1 I I i I I I I t l I I I W `J ... -+ W _.� W_. .r W .a .� W —..r W I u n n n u u u 11 n u nn u n ua uu u un un 11 If 11 11Y 11 11 11 11 11 11 11 11 1111 11 n -n n u n ;o ;DZoiobo0o0o0o00V`I�*IV 40MIM (n00tJ� (rV�(r�►� P�WWWWWNNNNN r -� � � .'0000 VWW w 40 (A-• W -40"0WM -- "0.W. .4" 014 11 L4 W-4UtW� �DVtJ�N V Y V v V . . . OOorn -0�N Y V V Y V Y V V V V V V V V Y Y V Y V V Y Y V V •• V �V 3Ai�10 301SNNi� o�N�N0d�1�'�dd s\0s o�d O J � J � v M1400.10.0o u 00 s• on a o� 09.1 ao'L-V o os'tit N N>C M 9'8ti £ lc- -8d3 2 80 L� w b N 7 Q0.6£ 1 0g'0 OIi'd� j N `r w N iN3W35�03 3aN iNIVNi N0104313d v a 3"3S'3 3C"''�0 AZ M«00.91 011 .00'06 ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26' A.B.M. ADDRESS: 1605 LINKSIDE DRIVE GRADE TYPE: A COMMUNITY: SELVA LINKSIDE SOD: 2541 Sq.Ft. LOT: 101 UNIT 2 6 PALLETS ♦, Y�r�. r,� ff� DWG.: 1 O 1 S L2 . D W G FENCE: yJ� DATE: 4/24/95 FLATWK: 1026 NOFrf}J FLc)rl]DA I)JIVIUION DRAWN BY: R.A.M. FNDTN. TYPE: MONO SCALE: 1" = 20.00' \ \ \ \ \ \ \ \ \ \ o \ \ \ \ \ \ \ \ \ \ \ \ U � o \ \ \ \ \ \ \ \ \ \ \ w X w 3 COM TE PAN ROOF2Q /X1 `\. ' EXt5TING S.F.D. HOST STRUCTURE � ' a W O X w O � \\\ LU O 2X3 114OLLOW WALL HEADER = Z N 6. �. / LLI / / / r J / / / /t -� � N j a L � O 0_ 45� 7/16" OSB COR PLYWOOD) 2X3 UPRIGHTS 0 24"O.C. / 11,/ /.r /./ / / {•/ /'' / j / / / ! / / ! / j O o U. CC Q T OVER INFILTRATION BARRIERUA _ 5/8" FIRECODE TYPE SHX INTERIOR AND U 0 N L O SCREWED W/ #8 SMS @ 6" O.C. Itr' !' / W ALONG EDGES 8 12"O.C. IN FIELD YPE Yw t: to TFRX/G EXTERIOR GYPSUM BOARD / tl / / / / ! FAS-EN TO FRAMING WITH #8 SMS @ 12" O.C. 1 r / / / f V' O }- U- ./1 / / / / /1 -1 AT EACH FRAMING MEMBER / " / /. / r r' /, r' r' / /• r" /• /• / /• ! 1 tt..l 0 W 47 1 > 2 > L ' / ' 4;X/ 4�X-:U24wk*.2# FOAM/ELITt CO�MP051TE/PANf-L5./ r 'U `� ° Q O 11 / / / / / / / / / / / / rl y rJ � Q _ IX3 OPEN BACK SOLE PLATE WITH O •f 71 •r r J / / / / / / / / / / / /• /' ± —J m � L VC" TAPCONSjP 24"O.C. Q * / it !, r, / � /, !. / / ! / / / /• ! ! /� � � U-1 1a CONCRETE FOUNDATIONFL — u /i /.it / / / /� /• / / / / /. !, !, /, /. /, PDQ© QQ900 UM&E,(3 U©`tem DQ =_7----7--= i Design Check List for Screen/Vinyl Room (page 1 of Z) Design Check List for Screen/Minyl Room (page Z of 2) ' 1. Design Statement YGO No These plans have been designed in accordance with the Aluminum Strucdrues Design Manual by Lawrence E.Bennett and comply with the Florida Building Code,2001•Edition,Chapter ZO and ASCE - C.Table 3.3 with beam�upright combination if appl;cable.......................... .�, . 7-98,Table S-2;-Importance Factor i:xposurs'B',_or'C'�120 MPH or MPH for 3 I D.Connection details to be used such as: second wind gust velocity toad; Partiaily Enclosed.Design pressures u;itn be found on page 3-ii: 1. Beam to upright..:........................................................ a.B'exposure= PSF for goofs&_ ' PSF for Wags 2, Beam to wail............................................................... b.'C'exposure= PSF for Roofs&_ PSF for Walls For'C'exposure design•loads,multiply B'exposure loads by 1.4. 3. Beam to beam.............................................................. 2. Host Structure Adequacy Statement: 4. Chair rall,purlins,&knee braces to beams&uprights ........................ , I certify that I have inspected the host:dructure and it Is in good repair and attactunents made to the L Extruded gutter connection................................................. structure w8 be solid. 6. U-cffp,angles and/or sole plate to deck. r.•� . ,...)A,�„�� .,,,�..�,f�,t/ Ptnonx,� �—'j A7�� E Foundation detail type&size.................................................. —�. Contractor Name(piease.p t) Notes: Date. -3 Signaa,re N on of room from host struetun sha8 not exceed IV. 3. Building Peinit Application Package contains the foilowing: Yes/ No A.Project name&address on plans .............................................. V S.Site plan or survey with enclosure Nxaftn . C.Contractors•/Designers name,address,phone number.&signature on plans .. O.Proposed project layout drawing Q U8'or 1/10'scale with the foUowlag........... __-- 1. Plan view with host structure ar+rra of attachment.enclosure length,and . SITE SPECIFIC JOB CHECK LIST ' projection from test struc hre.................. 2 Front and side elevation views vrith all dirnensiore&heights. ................. ,.Z • Date: 3. Beam.span,spacing,&size p.a.T x 8'x 0.072 x 0.224'..................... AZ 4. Upright height,spacing.&size(ie.2x 8'x 0.072'x 0.224). ................. S. Chair rali or gift size,length,&spacing(i e.2"x 2 z 0.044 •x V4r Q V-W O.C.) `/ i. Provide job name and address: s. Knee braces length,location,&sire(La.2x 3•x o.oas'for r x 8'x 0.072'x L/ . 02224'smIL). ............................................................ O TL+4...'S-� r .4. Highbght details from Aluminum Structures Design Manual: Yes o A.Beam&puft tables w/sizes.thicimess,spacing,&spans/WVths.Indicate 2. Your company name addres8, Section 3 tables used:_ ................. S a,..�ter' Ale,�,•.� s-e Beam alkw able span conversions from 120 MPH wind zone,V Exposure to MPH wind zone and/or'C'Exposure for load width Look up span on 120 MPH table-mid apply the following forrnuta: , Required Sean Q' Span/Height @ 120 MPH r Mid i 3. Briefly describe any information relevant to the job. o (bad)x rorxdx roar= Wind Zone Multiplier• ` _J Exposure Mtftiplier' B.Upright tables w/sizes,thickness,sparing,&heights(Tables 321.322,or The drawings must have the following minimum standards: 3223)......... ............... .. .. ... ...... ......... ... . l Upright or wall member allowable heght/span conversions from 120 MPH a.. Plan view with dimensions TO SCAT . wind zone, Exposure to bAPH wind zone andlor'C Exposure forbad width . b. Section view or front and side elevations TO SCARF. Look up span on 120 MPH table and apply the following formula: C. The preferred scale is 1/4"= 11 . Span?Height @ 120 MPH -� �-Required Span G Mli1H d. Provide attachment details. (b or d)y; (b or d)x (b or d)= e. Street map with job location 4 Wind Zone Multiplier• Exposure Multiplier f. Wind zone and exposure category form Building Department. J � ' ( • Appropriate multiplier from pagii 3..ti. _ b-5 Design Check Ust for Glass Rooms (Page 7 of 2) Design Check List for Glass Rooms (M2_1 of 2 1. Design Statement Yes No .: These plans have been designed in accordance with the Aluminum Structures Design Math by Lawrence E Bennett and comply with the Florida Building Code,2001 Edition,Chapter 2(9,and ASCE C Table 3.3 with beam&upright combination if applicable. ........................... _ 7-98,Table 6-2;Importance Factor 1.00;Exposure'B' or'C_;120 MPH or MPI 3 D.Connection details to be used such as: second wind gust vetodtp load; Partially Enclosed or Enclosed;Door&windovy design 1. Beam to upright. pressu�can be found cin page 3-49: ........................ .. .. .... a.V exposure- PSF far Roofs S PSF for Walls 2 Beam to wall.................... , b.'C'exposure- PSF for Roofs& PSF for Walls 3. Beam to beam...... •.•• •...... ..... .. For'C exposure design ,multi by N 'B' bads 1.4. 4. Chair rail,purlins.&knee braces to beams 8 uprights . 2 Host Structure Adequacy Statement _ I certify that I have inspected the host structure and It is in good repair and attadunen*mads b 10 s. Extruded gutter connection.................................................. structure will be solid. G. U-4,angles and/or sole plate to deck....................... .......... E.Raised stabs and!or foundation dotal type&size................... Phone: Notes: Contractor Name(please print) Date: Contractor Signature ' Note: Projecdon of iroom from host structum shall not reccasd 3. BuiWhg Permit Application Pedcage contains the fo0owing: Yes tato A.Project name S address an plans .............................................. . S.She pian or survey with enclosure location ..................................... c.Contractoes/Desspwes nam%address,phone r w*w.b signature an pians ...:. D. k 1!6"or 1110'scale W8h illi P� ryart drawing� fotbr+mag..........:. . 1. Pian view with toss struchm area of attachment,endosure lerr9lh6 and projection from host structure. L Front and Side I9evatlon views With all dimensions&heights.................... —� --�- 3. Beam span.sp wk1M&size(La.r x Ir x 0.07r x 0.2247....................... 4. Upright height,sparing.&size(Le.r x tr x 0.07r x 0.224 )............... SITE SPECIFIC JOB CHECK LIST L Chair rail or girls size.length.s spacing(Le.r x r x 0.044"x V4r Q V4r O.0 _ L Knee braces I&Vth,location.S size(Le.r x 7 x 0.W for r x ir x 0.07r x Date: 02sin b.)s. .b.).............................................................e -- 4. Highlight details from Aluminum Structures Design Manual: Yes No A.Boom S purtin tables W1 sizes,thickness.spacing,&spans t lengths•Indicate 1. Provide job name and address: Section3 tables trod: .................................... Beam allowable s;an conversions from 120 MPH wind zone,V Expoom to MPH wind zone=xft V.EVwm for load width Look up span on 120 MPH table and apply the tollowifig tonnula: 2 Your company name and address. Span f Height 120 MPH . -MPH - - _ (bad)x (bad)x roar=.— Wind Zone Multiplier• t Exposure Mul ipler'o B.Upright tables w/sizes,thickness,sparing.b heights(Tables 321.322.or s. Briefly describe any information relevant to the job. 323)........................................................................ UprW or wall member allowable height!span conversions from 120 MPH wind zone,V Exposure to MPH wind zone and/or'C Exposure for bad ' width Look up span on 120 MPH table and apply the following formrfa: The drawings must have the following minimum standards: Span/Height Q 120 MPH --� �-Required MPH a. Plan view with dimensions TO SCALE �+ (b or d)x (b or d)x + (b or d)= b. Section view or front and side elevations TO SCALE. Wind Zone Multiplier' � t Exposure MuttipW** C. The preferred scale is 1/4"= V. Appropriate multiplier from page 34. d. Provide attachment details. b-T C. Street map with job location. R f. Wind zone and exposure category form Building Depart r4 fi 5 N .0 a ^ �2I k" t C9"' �I°kw ahF f t�lW General Notes and Specifications: General Notes and Sped. lcations for Section 3 Tables(cont): INTERIOR BEAM TABLES: SCREEN a VINYL ROOMS: , 1.The following sures are designed to be married tu block and wood frame structures of adequate Conversion Table 3C 3.1.3 structural capacity.The contractor/home owner shat I verify that the host structure Is in good condition Wind Zone Conversions for GlaNfis/Enclosed Rooms GLASS ROOMS: and of sulficiant strength to told the proposed addition. From 120 MPH vend zone to conks (PARTIALLY ENCLOSED)32.3 HOST STRCT'URE OR Roofs Way (ENCLOSED)3.3.4 FOURTH WALL FRAME ,I 2.If these Is a question about the host structure,the avrrer(at his own expanse)shall hire an architect, wind Zan Applied Load Deflection APPbkd Load D0000111011 111IN1111109 engineer,or a certlfed home Inspection company to herify host structure capacity. MPHI 100 20 1.11 1.19 15 1.14 121 PANS OR PANELS 3.The structures designed wing this section shag be liked to a maximum projection of IV from the host 1110 23 1.05 19e 18 197 1.11 structure.Freestanding structures shall be frnited to the maximum spars and size limits of component 120 27 1.00 1.00 22 1.00 1.90 H• ALUMINUMAFROOF SYSTEM r parts.larger than thasetkres shall have site specific engineering. 123 29 0.99 0.911 23 09e cFN 94 PER SECTIft 7 130 32 0.94 -j +\a 4.The following rules apply to almc h enta kwowing me bile and manufactured homes: 1140 1 37 90 43 0.90 079 94 nee 0.eo O CARRIER FfgAM POST i a.Structures ese be placed adjacent to a mobile/manufactured home built prior to 1994 shalt use*Fourth veal construction`or shag provide detailed plans of the mobile/manufactured home and Inspection Conversion Table 3B report along with addition pians for site specific rev'ew and seal by the engineer.This applies to all Wind Zone Conversions for Glalflf I Panda ft Enclosed Rooms screw/glass rooms and/or structures to be attached. From 120 MPH wow Zee to conn: I Wells b.'Fourth Mel mWtx ttbnt'means the addition shy be has standing with only the roof Mashi of the Rook' � wino zee Applied Dstketlon APWbub DM�bn two omits being altar ed.The most common'Fourtlh wall consbuctiort'is a post b beam framer adjacent MPH i to the mobile/manufactured home.The some span tables can be used as for Bee Awd wall team.For 100 25 1.13 120 2t 1.13 120 ROOF ENCLOSUF fourth wref beam use the carrier beam table.The past shall be sized according to this manual and/or as 110 30 1.06 1.10 25 14e 1.10 a minimum be a 2'x 3•x 0.050'with an 18'x 2'x D.044•knee brace at each and d the beam ff the 120 38 t.00 097 32 O ae 0.97 SCALE N.T.S. posts we set In corxxete footlrgs(per table 2.4)the knee braces may be eliminated. 123 38 0.99 ALUMINUM ROOF SYSTEM Q For mobile/ns red homes butt after 1994,,structures may be alt ched.provided the project 14o as 0.130 42 e 0 40 091 O.eT PER SECTION 7 /// �� HOST STR4(f�RE OR adequate provide verificetbn tlret the 190 5s o.88 RIDGE BEAM TABLES: / L FRAME Z I structural s stem host stnxture le follows In plan provided In this menual.The owdnut !ow shall attached. o eo 4e o e7 o f FOURTH Conversion Table 3D SCREEN a VINYL ROOMS: USE BEAMITto WALL DETAL rn d.K the mobile/martulactured hone manufacturer certifies in writing that the rmbile home may be Conversion Based on Mean*11111ilght of Host C I attached to,thento a• ugh weir is NOT required. Structure for Glass/Enclositltkli Rooms GLASS ROOMS: From Exposure'B'to C' (PARTIALLY ENCLOSED)32.4 5.Section 7 contains;span tables and the attachment hment details for pans acomposite panels. Q Moan Hes[ Gflection (ENCLOSED)3.3.5 C7 U Z N S.Screen wags between existing webs,floors,and callings shag d be allowed and spans snail be figured the structure Heli" • ! 'to W CO O -J same as otter mean walls. 0-is 0.91L L, H OOQC1 7.When using TEK screws in feu of S.M.S..longer screws must be used to compensated for drill head. 20'-257 0.88 5: 0 W J W W , O r 8.For bight vebdly hurricane zones 8e minimum live bsd/applied load shale be 30 PSF. 2r-3a o.e6 V )r = m 8 ch 9.The framing or existing soman room waft to receive vAndows or solid sheathing should be accomplished Conversion Table 3E „I g j- Q N Z with the details of this dopier Wind Zone Conversions for Ovei►N03109 V } 5 L) O _ 0 10.Ail specified arnc om are based on an enclosed budidthg with a IV Projection and a 2'over hang for up to a (for AN Roan Types) /�S Q C C M 2 U (" wind velocity of 120.MPH. From 120 MPH who Zae to Otlwre - U O � OLL. (� V { Mind Zone fid Load Deflectiog013 Q y 3x 11.Sparer may be Interpolated between values but not extrapolated outside values. MPH O 12.For Design Check Ust and Inspection Guldes for Smen,Vinyl,Glass a Modular Rooms,see Z (section 10). Anda` +o 36 i tie TYPICAL GABLE SOLID ROOF ENCLOSURE W T120 43 1.00 SCALE: N.T.S. V Z N13.W11an notes refer t0 sGean roOmre,they Shell apply t0 acrylb!vinyl rooms alto. 123 45 0.99 Section 3 Design Statement: 130 50 095140. se cent The structures designed for Section 3 are solid roofs with screen or solid wags and are considered part 180 e7 088 0.m of an enclosed or partially enclosed structural system since they are designed b be rnanW to an e48"structure. The design wind beds used for screen rooms sire from Chapter 20 of the 2001 Florida Building Code. The bads assume a mean rod height of less Man W;roof slope of 0'to 20-:1=0.77.AN bads are Uj based on 20 120 screen or larger.Ail pressures shown In the below table are In PSF(#/SF). Z cm NAl The deeigrt wird loads used for glass morns wo ham ASCE 7-98 Section 6.5.Analytical Procedure and w in once with the 2001 Florida Building Code.The loads assume a mean roof height of less than 30;rod slope of 20-to 30'(+/-1(r):I-0.77.AN pressures shown In the table below are In C t PSF ROF). General Notes and Specifications for Section 3 Tables: m , le sectors 3 Design Loads for Soxeers,Glass,a Modular Rooms m W jl Oyes Reonm screen Rooms over Null i. Enclosed Fandoa g As Roots PURSUANT TO PROVISIONS OF THE FLORI%4A DEPARTMENT OF 0 % ' Root milks Roof 'tune Roof way ISO MPH +201.20 +16/-13 +3/-25 +211-18 +10/-1e 9 +20/,30 HIGHWAYS RULE MOTOR VEHICLES TAS S,.( jq,IECTIONOF OR C W r 11011PH +20/,23 +181-15. +3/30 +25/-22 +10/-19 11 +20/38 L m VEHICLES RULE 150-2,THE SPAN TABLES. 2 X 120 vex +2p/,27 +22/.18 +41-36 +30146 +101-23 13 +20/43 : DETAILS, ANCHORING AND OTHER SPECIE TIONS ARE a ko DESIGNED TO BE MARRIED TO CO x23 rRh1 +2D/-29 +23/.19 +41-W +321-28 +10/-24 14 +20/45 CONSTRUCTED HOMES AND/OR MANUM F Y HOMES A190 1301Mt +20/.92 +25/-21 +5142 +35/31 +101-27 15 +20/-50 MOBILE HOMES CONSTRUCTEDAFIER198¢}. - 14D fePN +301 37 +29/,25 +5148 44 /36 +30/31 16 +30/•68 r 190MPH +30/43 +34/,28 +91-58 Mil/41 +30/38 20 +301-0T - ISI Y Nolo ming 1: Frasystem of soar.vinyl,and glees er rooms e consideredhams to be main resletarsce ` ,' components.Wild beds are hes listed mitres bads fa'roofs and plus borwert ergs for walla.To cabove wind THE DESIGNS AND SPANS SHOWN ON TH�DRAWIt�AREd BASED ON THE LOAD REQUIREMENTS FOR{T}HE Fit MD)rt bads to"C'Exposure beds multiply by 1A. BUILDING CODE 2001 EDITION. Conversion Table 3A Wind Zone CorRrena ionfor Screen a VW Rooms in From 120UP"MdZarktoMers Rook Wage Wh2:ae Applied LOW Defiectim Buwina Applied FLoulDeflectionBendhnp MMS l 1st 19 1.13 120 9 1.13 1.20 tie 19 1.07 1910 11 1.06 1.09 JOB NAME: . 128 23 1.00 1.00 13 1,00 1.00 - in 24 am am 14 OAS 0.96 ADDRESS: 130 27 095 092 15 0.95 0.93 �+.. 140 361 0910-W to 090 0.85 180 3 0.89 1 0.90 20 0.97 1 0.81 .DRAWING FOR ONE PERMIT ONLY 2003 aF , I.I EDGE BEAM TABLES: SCREEN&VINYL ROOMS: 3.1.1,3.12 COIL FLASH1IAJC' GLASS ROOMS: (PARTIALLY ENCLOSED)3.2.1, 1-1/2"x#8 S.M.S.AT Elm "LW FOR 32.2 R15 — — - — MAX (ENCLOSED)3.3.1,3.32,3.3.3 ALUMINUM ROOF PAN'S H* (EIGHT(h) // 11 1•x2" COMPOSITE ROOF PANLfILS REMOVE VINYL SIDING AND 1 MIN..... ON GRADE SEE ROOF PANEL TO BEW SOFFIT ON THE WALL AND V IES C1R RAISED FOOTING DETAIL(SECTION 7) -- INSTALL SIMPSON CS-16 COIL FOR FOOTINGS SEE DETAILS STRAP OR EQUAL FROM TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3,23,24,25). INTERIOR BEAM TABL'1S: TRUSS/RAFTER TO BOTTOM TYPICAL FRONT VIEW FRAMING OF DOUBLE TOP PLATE JOIST _ (HEIGHT OF UPRIGHT IS MEASURED FROM SCREEN&VINYL ROOIOt�S _ S 3I�3 — EACH TRUSS/RAFTER TMSYSTEM/ THAT MOBILE TOP OF 1•x r PLATE:TO BOTTOM OF WALL BEAM) GLASS ROOWS 1W LOAD WIDTH (PARTIALLY ENCLOSED)33E''•3 _ VARIES /MANUF�TURED HOME FOR ROOF BE ALTERNATE CONNECTION (ENCLOSED)330 4 1r MAX , FASCIA ALLOWED THRU-BOLTS(T TY ) SIZE BEAM AND UPRIGHTS ��- P!Z (SEE SECTION 7 FOR DETAILS) (SEE TABLE 33.4) — NAIL STRAP W/16d COMMON AND (SEE TABLES) ®TRUSS RAFTER AND � PERIMETER JOIST,SCREW 0 COIL STRAP TO SHEATHING W/ z r x 0.026•RECEIVING ® ® #8 x 1'DECK SCREWS 18" U CHANNEL OR r x 2"x 0.tJ ANGLES AT EACH EN6)(OF 2x—BEAM O.C.VERTICALLY.REPLACE SOLID ROOF co DIAGONAL(SEE TABLE 3.41 ��E VINYL SIDING. NO MAXIMUM DIAGRAM AND SCREW SI2�) 1 (ELEVATION SLAB OR GRADE) P-PROJECTION FROM BLDG. W LW=LOAD WIDTH IF RECEIVING CHANNEL.LWSE PROVIDE NEW D 8'OR INSTALL�W 4R PER R 0 V IES VARIES (2)ROWS OF SCREWS INTO ® ® ® 5 x 15 CMU PIER AND SOLID AUGER A PER RULE I FOUNDATION BLOCK G 5'-0• 15C Q EAQH NEW PIER. (7 0 U Z 'P'VARIES� POST OR BIAM 2" MAX.O.C.ALONG INSTALL 14?,*CARRIAGE BOLT Co W Ue 09 RTES: Fein ATTACHMENT WALL THRU PEf1TER JOIST AND } 2 W Z ER ANCHOR 1"x r OPEN BACK EXTRUSION W!1!4"x 2-1/4"CONCRETE FASTENER MAX OF 2'-0"O.C. POST SIDS: +� + : . STRAP TCS AUGER Z 0 O AND W/IN 6•EACH SIDE OF UPRIGHT ANCHOR 1"x r TO WOOD WALL WI#10 x 2-1/r S.M.S.W/ SCREEN&VINYL RO ANC HOP.• 0 t!?J W WASHERS OR#10 x 2-1/r WASHER HEADED SCREW 7-0'D.C.-ANCHOR BEAM AND COLUMN it W = O INTERNALLY OR W/ANCHOR CLIPS AND(2)#8 SCREWS W/WASHERS G EACH POINT OF GLASS ROd)Ms ® Q. CONNECTION. (PARTIALLY ENCLOSED) SELECT FRONT WALL BEAMFROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2+O.H. (ENCLOSED OR SCREE#-TO ® J g F=.. Q N 31.4-6 SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL GLASS CONVERSION)3313 6 ® } 0 V w Z 0— SELECT FROM TABLE 3.15 USING P/2 SEE POST TOE E V 0' . V U ANCHORS BASED ON 120 MPH WIND VELOCITY.FOR HIGHER WIND ZONES USE THE FOLLOWING CONNECTION DET590LS CONVERSION. TYPICAL WALL SECTION FOR ATTACHMENT TO Z� � LL � � ' 100-123 430 140 150 #6 #10 #12 #1z LONG OVERHANG DETAIL MOBILE/MANUFACTURED HOME W o Z TYPICAL SCREEN/GLASS ROOM SCALE:1/8'=1'-Cr scAJ E 1Afr=r-o• SCALE:1W-1'-0` U COIL FLAS011MG 1/r x#8 S.M.S.AT EACH RIPER ALUMINUM ROOF PA (OR W COMPOSITE ROOF PARIS SEE ROOF PANEL TO � REMOVE VSIDING AND 0' 89MINYL DETAIL(SECTION 7) SOFFIT ON THE WALL AND e INTERIOR BEAM TABLES: — — INSTALL SIMPSON CS-16 COIL SCREEN&ACRYLIC/VINYL THRU-BOLTS(T P-) STRAP OR EQUAL FROM ROOMS:3.1.9 (SEE TABLLE 3.4) TRUSS/RAFTER TO BOTTOM GLASS ROOMS: OF DOUBLE TOP PLATE JOIST 0 (PARTIALLY ENCLOSED)32.3 INTERIOR BEAM TA9ZLE8: — G EACH TRUSS/RAFTER THE FLOQjR WALL AND ROOF In (ENCLOSED)3.3ASCREEN&VINYL ROOMS: SYSTEMt%RE THAT OF MOBILE ;$ BEAM SPAN KNEE BRACE(SEE TABLE 3.4) 33.1.3 I MANUFPACTURED HOME ujV USE W/2 GLASS ROOMS: 1E — NAIL STRAP W/16d COMMON FCR BEAM SIZE) (PARTIALLY ENCLOSEDP332.3 C TRUSS RAFTER AND Sig u POST SIZE(SEE TABLE 3A) (ENCLOSED�S•4 PERIMETER JOIST,SCREW ISEETIRIOR BEAM TABLES POST(SIZE PER TAJBLLE,3.4) COIL STRAP TO SHEATHING 6" mSFTER COMPUTING ® ® ® i ® O.C.V DECK SCREWS L 16• L LOAD WIDTH' GUSSET WI B'x 8'x. O. .VERTICALLY.REPLACE ALUM.PLATE AND(1)#10 A3/4" ® ® Ole ® ® VINYL SIDING. TE]C SCREW 1'O.C.EA.•WAY ® ® Ole ® 0 •LOAD WIDTH IS 1/2 THE DISTANCE BETWEEN AND 112•IN FROM EaGES SUPPORTS ON EITHER SIDE OF THE BEAM OR BOTH ALOES 0 ® Ole ® ® ALTERNATE: _ SUPPORT BEING CONSIDERED (SEE NOTES BELS) 4R 68' 4 ® ® ® ® ® ® INSTALL 4"x r P.T.P.POST W/ MLE1N 8' TYPICAL SECTION"FOURTH"WALL FOR ADDITIONS I SIMPSON 4•x 4'POST AkIC HOR PER RtALE ~' ® ® ® ® ® ® BUCKET INSTALLED PER AUGER l ADJACENT TO A MOBILEIMANUFACTURED HOME MAUFACTURER'S INS A CCH CARIif ER SC'AL.E:1/8"-1'-0 3.4 SPECIFICATIONS TOP& INSTALL%mErRR jo&BOLT - POST(SIZE PER TABL♦£' ) BOTTOM STRAP PSR JOIST AND Extrusion gWrkg Tale: i • ST CH�NEWAUC)=R v i up�grt sw rax.8w Sae Xnw ewe. SEE POST TO BASE DeAU - T SEAL r3e' axrxo.o3lr rx4" xrxo.o - ` Sr I 3"xrx0.oeo' rx4• rxxo.050' _. 3"x3'x0.06V 2'x6•S.M.B. rx3•x0.05(r NOTES: P 3•x 3'a o.083' r x M S.M.S. r x 3'x o.00m FOR 0.0&T WALL POST,USE GUSSET w/8'x B'x 0.060"ALUMINIUM PLATE. FOR a.ORT WALL POST,USE GUSSET wl W x 8•x O.OW ALUMMUM PLATE. TYPICAL WALL SECTION FOR ATTACHMENT Tt� 3'x r x 0.125' r x 8'S.M.B. I r x 3'x 0.083' FOR 0.12+"WALL POST,USE GUSSET w/6•X 12'x 0.125 ALUMINIUM PLATE MOBILE I MANUFACTURED HOME SHORT OVERHANG-DETAIL SCALE:-1W-1'-T .I.1 SCALE:Ue'-1'-0' of 1 1 4 n #B x 2-10 S.M.S.G 6•FROM #6 x 1-112'S.M.S.G e'FROM ENDS,TOP OR BOTTOM AND ENDS,TOP OR BOTTOM AND G 16'O.C.OR PILOT HOLE W/ a 16.O.C. CAP AND(1)#6 x v2"S.M.S. INTERNAL 6"FROM ENDS,TOP OR BOTTOM AND 16'O.C. REMOVE:VINYL SIDING AND 2.00' 2 2-0(r SOFFON THE WALL AND IT SOLID ROOF INSTALL SIIMPSON CS-16 COIL STRAP OR EQUAL FROM EACH 0.044 ' 0.044 2.00• I CONVENTIONAL FRAMING OR TRUSS/RAFTER TO KNEE -,k ALUMINUM FRAME SYSTEM WALL STUDS -�c 0.044 $ AS MIN.SHEET ONE SIDE W/ 0.044 I 2.00' 0.040'ALUMINUM COIL FOR ALTERNATE TOP DETAIL �c SCREEN ROOM AND BOTH -� f SIDES W/0.024•COIL FOR THE FLOOR,WALL,AN(D ROOF ,I"X 2"X 0.044" 2"X 2"X OA44" I"X 2"X 0.044" GLASS ROOM.USE STANDARD WINDOW DUMMY MAM CAN NAIL STRAP W/16d COMiAON SYSTEM ARE THATOF'ImU-E OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION NAIL OR SCREW PATTERNS HEADER W1010 TO Q TRUSS RAFTER AND /MANUFACTURED HOIIlIE w w w w w FOR ANCHORING. I HEADER W/11'10 X EACH TEK D PERIMETER JOIST,SCREW WITH 2 x Z"X 0.044 WITH 2"x 2 X 0.044 WITH Z"X 2"X 0.044 AND Ir O.C.MAX.TOP AND COIL STRAP TO SHEATHING Wi PATIO SECTION PATIO SECTION PATIO SECTION BOTTOM 06 x l"DECK SCREWS C 16• EXTRUSIONS AND FASTENING DETAILS O.C.VERTICALLY. REPLACE KNEE WALL W/2 x4 P.TTiP• TOP OF TRACK AND BOTTOM GLASS WINDOW 10TALLE D VINYL SIDING. SOLID COVER SCALE: r=1'-0' OF TRAC1(ATTAC:HED W/ BOTTOM PLATE,STUDY A PER MANUFACTURERS DOUBLE TOP PLATE:.I�NL PER EDGE BEAM #14x3/4'TEK SCREWS 1 SPECIFICATIONS TABLE 2306.1 FLORIOAk (SEE TABLES 3.1.3) 8'O.C. Q BUILDING CODE.E:AC10,4"D WINDOW HEADER MAXIMUM WIDTH= VARIES ejs SHALL HAVE A SIMPS6W SP-1 (SEE TABLES 3.3.7 EDGE BEAM SPAN OR EQUAL.SHEATH VWH 11T App V x r,r x r ALUMINUM SHEETING OR co W P.T.PLYWOOD NAILEDIINV/ VINYL BOTH SIDES a COMMON V O.C.EDGM� OR SNAP CAP AS REQ'D. -J Z O B'T BOLT G 32"O.C. 12'O.C.FIELD OR CHAIR RAIL C9 (7 U Z fA STRUCTURAL GRADE (SEE TABLES 3 3.� VARIES VARIES V) 0 0 J THERMAL PLY FASTED PER SHEETING MIN.ONE SIDE (SEE TABLE) ?• Z I- Q THE MANUFACTURERffi 0.040'ALUMINUM OR 1/2"COX Z Q 0 0 TYPE III FOOTING SPECIFICATIONS.STRIA PLYWOOD � UUP W -i w w SIMPSON COIL STRAP'CQ ADDITIONAL SPUDS MAY BE . • . y D ch SHEATHING. ADDED TO ADJUST CHAIR RAIL • 0 = m M TO MAX SPAN ° • .. • — Q CVO ¢ V x r,ADD V x 1'TUBING OR VARIES ° w • • trap ° 1'xrTOMATCH BUILD OIJTiF .` .-•° S� N � Q LL fA ALTERNATE WALL SECTION FOR ATTACHMENT TO REQ'D V O m O w V MOBILE/MANUFACTURED HOME MINIMUM SLAB(SEE DETAIL.) SCALE: 1/4•=r-0• GLASS ROOM WALL WITI�L ORM GUARD PANEL SECTION Z TYPICAL SCREEN ROOM CONVERTED TO GLASS ROOM WALL ELEVATION W g -- NOTE` SCALE:: 1/4'-V-0' SLE: r=1'o' Ix Z N FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1'x r x 0.044`MATED W/2x r x EXISTING � SOLID COVER VARIES OR r x r x 0.044'MATED WITH r x 2x EXISTING 1'x r TOP RAILS FOR SIDE WALLS E!OGE BEAM TABLES: WINDOW HEADER TAER.4E WITH MAX 3.0'LOM WIDTH SHALL (PART ALI Y ENCLOSED)32.1, (PARTIALLY ENCLOSED)32b PAN ROOF,COMPOSITE PANEL HAVE A SPACING ASMAXIMUM UPRIGHT 322 (ENCLOSED 3.3.6 OR HOST STRUCTURAL. SPACMK3 A8 FOLLOWS (ENCLOSED)3.3.1,3.3.2,3.3.3 MAXIMUM WIDTH= MINIMUM SHEETING: FRAMING WIND ZONE MAX.UPRIGIHT IJU EDGE BEAM SPAN SIDE 0.040'ALUMINLW(OR 11Z' SOLID ROOF (4)#8 x 1/r S.M.S. PACING EACH SIDE 102 3 COX PLYWOOD OF POST (PARTIALLY YEENCLOSED)3R RAIL � VARIES ALTERNATE SHEETING: 0.024• CONVENTIONAL FRAMING OR 110 6'W (ENCLOSED 3.3.6 ALUMINUM BOTH SIDLE WALLS ONLY OR MIN FOR 120 6'-3' (D n ALUMINUM FRAME SYSTEM 723 6'-1' � ap ADDITICMIAL STUDS MAY BE - '� AS MIN.SHEET ONE SIDE W/ 130 6'-6' 0.040"' COIL FOR WALL 2 x 2 ATTACHED TO 140 ADDED TO ADJUST CHAIR RAIL VARE3 SCREEN ROOM AND BOTH POST W/1'x l'x r ANGLE m TO MAX SPAN SIDES W/ROOM COIL FOR WINDOW FRAMING CAN 150 4'-11' I CLIPS EJ1C1i SIDE OF POST m � _ MINIMUM SLAB(SEE DETAIL) �` GLASS ROOM.USE STANDARD ATTACH DIRECTLY TO HEADER NAIL OR SCREW PATTERNS W/#10 x 3/4•TEK OR S.M.S.® W O aS e'FROM EACH END AND 12" INTERNAL OR EXTERNAL TYPICAL ELEVATION GLASS ROOM WALL FOR ANCHORING. O.C.MAX TOP AND BOTTOM. mU. I t'CUP CN2 V CHANNEL CHAIR C) I SCALE: 1/4"=1'-0' �- RAO ATTACHED TO POST W/ C 2 X F WINDOW HEADER MIN.(4)#10&M.S. ANGLE(1)SIDE OR BLIND GLASS WINDOW INSTALLED ?' SCREWVARIES PER MANUFACTURERS ON ANCHOR — — — SPECIFICATIONS GIRT OR CHAIR RAIL AND KICK WINDON ADDITION -� W/MIN.AD x S.M.S. 6' PLATE 2"x 2"x 0.032"MIN. HOLLOW RUL a �� FROM EACH CORNER AND 18"O.C.MAX _ � •� _ MAXIMUM WIDTH= VARIES ANCHOR 1 x 2 PLATE TO ALUMINUM EXTRUSION EDGE BEAM SPAN CONCRETE WITH 19"x 2-1/2" I x 2 OR 2 x 2 AVYACHr�TO CONCRETE ANCHORS WITHIN BOTTOM VV/Vx 1'x2r,x 1116" CHAIR RAIL ) 6"OF EACH I C.MAX.EACH - 0.045'ANGLE C yM EAC.YLSIDE — — — AND MIN.(4)#10 x 1/ S THROUGH ANGLE AT 24'O.C. t - , MAX. 1•x r x 0.037 MIN.O'F'E**A.CK" e KICK PLATE VARIES • • • . EXTRUSION a . MIN.31/2"SLAB 2500 PSI •' • •• • ° :' ; .'y CONIC.6 x 6-10 x 10 W.W.M. a 1-1/6'MIN.Ml CONCRETE IET • . a- OR FIBER MESH VAPOR BARRIER UNDER TYPICAL ELEVATION GLASS ROOM WALL °• CONCRETE SCALE: 1/4"=2"-0" NOTE:FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1"x 2x 0.044•MATED W/2"x 2"'AK GRASS ROOM WALL SECTION POST TO BASE,GtRTT ED POST TO BEAM DETAIL EXISTING OR r x 7 x 0.044•MATED WITH 7 x r x EXISTING SCALE: 7=1'-0' : r=1'-0' OF Y ALTERNATE CONNECTION: (2)#10 x 1-12"S.M.S. RIDGE CAP THROUGH SPLINE GROOVES #a x 1/r(3)PER PANEL ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x r WITH #8 x 1/2 G 24'O.C. (3)#10 x 1-12"S.M.S.INTO EDGE BEAM SIDE WALL HEADER � SCREW BOSSATTACHED TO 1'x r OPEN i (2)#10 x 1 12•S.M.S.INTO ANGLE CLIPS MAY BE 1•X r OPtB•i BACK ATTACHED BACK W/MIN.(2)#10 x 1-112" PP ' SCREW BOSS SUBSTITUTED FOR INTEROL TO FRONT POST Wl S.M.S. 3 wool: / ' SCREW SYSTEMS #10 x 1-12"S.M.S.MAX.6' x ANCHOR'I-x r PLATE TO FROM EACH END OF POST x CONCRETE W11/4•x 2-112• AND 24.O.C. CONCRETE ANCHORS WITHIN MIN.(3)#10 x 1 1/2s-M.S. r OF:EACH SIDE OF EACH INTO SCREW BOSS POST AIVD 24-O.C.MAX I I MIN. SLAB 2500 PSI �— 1"x r EXTRUSION SIDE WALL GIRT ATTACHED TO x x x x B x/-10 x 10 W.W.M. 1-x r OPEN BACK W/MIN.(3) BEAM SUPPORT STUD% CONC.MIN OR FIBER MESH , 1-Il8"MIN.IN CONCRETE #10 x 1-12'S.M.S.IN SCREW ( 1) BOSSES VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND FRONT WALL GIRT ® RECEIVING CHANNEL J HOLLOW UPRIGHT TO BEAM DETAIL (6)#a x 12"S.M.S.To STUB Q SCALE: r=1'-0" AND(a)#8 x 12"S.M.S. i i ad � TO BEAM m W i HEADER BEAM i ' ' _ N ANCHOR 1"z r CHANNEL TO ® FRONT AND SIDE BOTTOM pad (a)#10 x 12"S.M.S.EACHf61i� RAILS ATTACHED TO �' 0 U Z m CONCRETE WITH ®® OF POST CONCRETE W/1/4•x 2-114• 3 R x�2 W z 0 J 114•x 2-114'CONCRETE Ir cd W Z I-- Q ANCHORS WITHIN W OF EACH H-BAR OR GUSSET PLATS 1"x r OPEN BACK ATTACHED &A CONCRETE/MASONRY MASONRY 7 xZ 0 0 H SIDE OF EACH POST AT 24' B TO FRONT POST W/ ANCHORS G 6'FROM EACH i O.C.MAX OR THROUGH r x r OR r x T OR r S.,0- • #10 x TOI-lirF S.M.S.MAX. l POST AND 24.O.C.MAX AND 0 m J_ W W WALLS MIN.1'FROM EDGE OF W 5 m 0 ANGLE:AT 24'O.C.MAX POST FROM EACH END OF POST CONCRETE • • ` W. m O M MIN.(4)#10 x 112"S.M.S.® AND 24"O.C. 1• 60•MAX qip MIN.3--l2'SLAB 2500 PSI EACH POST MIN. I • • r x Jr S.M.B.HEADER V J f a N Z CONC.6x8-10x10 W.W.M.OR x • • } 0 m W _ � D � fYU � i FIBER MESH ® 1"x r EXTRUSION • • ALLTWJtNATNE BEAM SUPPORT U O O 0 VAPOR BARRIER UNDER +' �_ 1-18-MIN.IN CONCRETLE Q fA LLL m CONCRETE Z ALTERNATE PATIO SECTION TO UPRIGHT AND •TYPICAL&ALTERNATE CORNER DETAIL GLASS ROOM rdRAMING DETAILS W Z PATIO SECTION TO BEAM DETAIL SCALE: r=1'-0" scAl :r=r-o- L) 2 SCALE: r=r-0' fA TYPE) SOLID)ROOF PANE. T OR COMPOSITE ROOF PANELS: RISER PANELS ATTACHED PER PAN ( FASTEN P 7 N Ip 1 OR 31 (4)114•x 4'LAG BOLTS WI ::i':.i::.::. :: CHAPTER 7 ( DETAILS qV�ECT10N 1-1k'%W PAN WASHERS PER r x r OR r x 3"POST 4'o•PANEL ACROSS THE ujN FRONT AND 24"O.C.ALONG ...... ANCHOR RE(xMNG CHANNEL 4 –8-MAXIMUM #8 x fU16"TEK SCREWS I�TI'I SIDES F TO CONCRI°TE W/FASTENER m O LL.. EDGE BEAM TABLES: '€ (PER TABLE)WITHIN W OF SIDES EACH SIDE OF EACH POST G 1-x 2-18'x 1"U CHANNIELL W W v i SCREEt18 VINYL ROOMS: ��aa 3.1.1,312 = Ayt 2C O.C.MAX RECEIVING CHANNEL IF MEE BRACE LENGTH 3>>rA w GLASS ROOD: i°cPS at,. HEADER ATTACHED TO POSTEXCEEDS TABLE 1.7 USE w rs ? (PARTIALLY ENCLOSED)32-1. m ,, r x r OR 2"x3'HOLLOW W/MIN.(3)#10 x 1-112"S.M.S. CANTILEVERED BEAM w 0'9 32-2 m _ MIN.3112"SLAB 2500 PSI IN SCREW BOSSES CONNECTION DETAILS x (ENCLOSED)3.3.1.3.32.3.3.3 CONC.6 X 6-10 x 10 W.W.M. . • CONCRETE ANCHOR �_ POST SELECT PER TABLE 3.4 I jJi W OR FIBER MESH a .�- '• (PER TABLE) SCREEN OR SOLID WALL (PER MIN.IN CONCRETE (MAY FACE IN OR OUT) USE 2 x 3 MINIMUM A, W ix0 Lu LL VAPOR BARRIER UNDER HOST STRUCTURE ROOFING CONCRETE *; r x 2•,r x 3"OR 3'x r r STRAP-LOCATE®EACH "212 GIRT AND KICK PLATE r x r HOLLOW(SEE SPAN TABLES) POST.(2)1/4'x r LAG HOLLOW RAIL O ALTERNATE POST TO BASE CONNECTION-DETAIL 1 SCREWS G 24"o.C.(MAX) -� EACH STRAP SCALE: 2 -l'-W (2)#10 x 12•SCREWS FOR SNAP EXTRUSIONS GIRT USE ANGLE EACH SIDE FOR >_ – ATTACHED TO POST WITH 2 x 2 TO POST CONNECTION MIN.(3)#10 x 12"S.M.S.IN r x r OR r x r POST WITH HOLLOW POST ANCHOR RECEIVING CHANNEL SCREW BOSSES TO CONCRETE W/FASTENERgl #a x 9116'TEK SCREVTH 114"BOLT G 24"O.C.MAX (PER TABLE)WITHIN 6"OF SIDES WITHIN 6"OF EACH POST EACH SIDE_OF EACH POST G FASTEN 2 z 2 POST 24"O.C.MAX1-x 2-18-x 1.U-CHANNEL OR 1•x r OPEN BACK BOTTOM W/(2)EACH#10 S.M.S.INTO RECEMNG CHANNEL RAS SCREW SPLINES ° ® ` FAL.POST ATTACHED TO BOTTOM r z r x 0.062"ANGLE EACH EXTRUDED I OR SUPER EET CONCRETE ANCHOR W/MIN.(3)#10 x 1-12'S.M.S.IN SIDE(3)EACH#8 S.M.S.EACH MIN.3-112•SLAB 25M PSI (PER TABLE) SCREW BOSSES LEG INTO POST AND INTO GUTTER MAX DISTANCE TO CONC.E';x 6-10 x 10 W.W.M. 1-18"MIN.EMBEDMEHtTINTO 1/4•x2-1µ''MASONRY GUTTER(MIN.) HOST STRUCTURE WALL OR FIBER MESHCONCRETE ` ANCHOR Co"FROM EACH 36"WITHOUT SITE • ' POST AND 24.O.C.(MAX) FASCIA AND SUB-FASCIA — SPECIFIC ENGINEERING VAPOR BARRIER UNDERP EXTRUDED OR!IHPER GUTTER/RISER 4 CONCRETE (OR TRANSOM)WALL FASCIA(WITH SOUROOF) R f ALTERNATE POST TO BASE CONNECTION-DETAIL 2 TYPICAL UPRIGHT DETAIL of 11 SCALE: r=1'0' SCALE: r i .S_ -�..._-...-......... r y`fF6 �� €,•; ;fi ..r3'.. ,I �BE ,�� ft"t I3 1/4"x r RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1"x r AND ROW WALL LOCK INTO FIRST COURSE OF — — — — — — ® BRICKS ROW LOCK w ROjF 1-112"x 1-10 x 0.080•ANGLE INTERIOR BEAM TABLES: BRICK KNEEWALL TYPE S q (SEE7) EACH SIDE OF CONNECTING ® m SCREEN&VINYL ROOMS: ALTERNATE CONNECTION OF MORTAR REQUIRED FOR > BEAM WITH SCREWS AS ® < 3.1.3 SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL — — SHOWN ® GLASSROOMS: BRICK OR OTHER NON- w (PARTIALLY ENCLOSED)3 2 3 STRUCTURAL KNEE WALL 4-(NOMINAL)PATI) PRIMARY FRAMING BEAM ® a CONCRETE SLAB N 6 x 6- BEAMS MAY BE ANGLED FOR (SEE TABLE 3.1.2 OR 3.1.6) --~ (ENCLOSED)3.3A 1•WIDE z 0.063'THICK STRAP 10x 10 WELDED WIRE MESH C�ABLE°D FRAMES ANCHOR PER DETAIL FOR FAN ® EACH POST FROM POST TO �---- FOOTING W/(2)#10 x 314' OR FIBER MESH CONCRETE OR COMPOSITE PANEL NOTE: EXTRUSIONS WITH INTEeRNAL �- _ S.M.S.STRAP TO POST AND — _.' FOR NUMBER OF BOLTS AMD SCREW BOSSES MAYBE MINIMUM#8 S.M.S.x 314'LONG (1)114'x 1-3/4"TAPCON TO 4�' (1)#5 0 BARS W/3'COVER SIZE OF POST(SEE TABL00,4) CONNECTED l l/? I WITH(2) NUMBER REQUIRED EQUAL TO SLAB OR FOOTING • BEAM AND POST SIZES _ #10 x 1-112' INTERNALLY BEAM DEPTH IN INCHES (SEE TABLE 3.4) r x r MAY BE ATTACHED f BRICK KNEE WALL AND FOUNIL,ATION FOR SCREEN WALLS SCREEN USING(1) SCALE-1'0" 4' NN. (2)#5 BAR CONT. POST NOTCHED TO SUIT #10 x 1-112" G r FROM TOW BEAM TO BEAM CONNECTION (�)#5 BAR CONT. �AND BOTTOM AND 24"O.Ci 2'-0'MIN. 3-112'(TYP. • SCALE: 2"=1'-0' BEFORE SLOPE ALL SLABS) y �, ti /' • SIDE NOTCH POST TO CARRIER BEAM CONNECTION ~� NOTE:ANGLE OR RECEIVING m SCALE: 2"=1'-0' !/�a .r • 4i.' CHANNEI.EXTRUSIONS WITH fil — — — — — — INTERNAL SCREW BOSSES MAY BE CONNECTED WITH INTERIOR BEAM TABLES: J ® -£g. 12- SCREWS 2" p w (2)#10 x 1-11r INTERNALLY SCREEN 6 VINYL ROOMS: TYPE 1 TIYPE N TYPE S Z (SEE SECTION 7) 3.1.3 t� ® FLAT SLOPE!NO FOOTING MODERATEE�SLOPE FOOTING STEEP SLOPE FOOTING NLLI > MINIMUM#8 S.M.S.x 314' GLASS ROOMS: o W ® NOTES: 0-2"112" 2"I/I}r-1'-10' >V-10• pO LONG NUMBER REQUIRED (PARTIALLY ENCLOSED)3.23 a ® 1. THE FOUNDATIONS SHOWN ARE BASED ON A MNNNUM SOB.BEARING PRESSURE OF 1,500 PSF. 1,v,v'x 1-m'x 0.083' — — — — — EQUAL TO BEAM DEPTH (ENCLOSED)3.3A RECEIVING CHANNEL THRU ANCHOR PER DETAIL FOROM IN INCHES ® BEARING CAPACITY TI SOIL SWILL BE VE RIF11iTb PRIOR TO PLACING THE SLAB,BY FIELD SOIL C9 {' U Z N TEST OR A SOIL TESTING LAB. _j N � {' O J BOLTED TO POST W/THRU I ® - OR COMPOSITE PANEL 2. THE SLABIFOUNDATION SHALL BE CLEARED OWDEBRIS,ROOTS,AND COMPACTED PRIOR TO } W Z )- Q BOLTS FOR SIDE BEAM ® _ / PLACEMENT OF CONCRETE Z O p p p F_ (SEX:TABLE 3,3 FOR NUMBER FOR NUMBER OF BOLTS A 3. NO FOOTING REQUIRED EXCEPT WHEN ADD W OF BOLTS) ) ® - SIZE OF POST(SEE TABLL�•4) BEAM TO WALL CONNECTION: USING FOOTING EROSION I REQ THE PROJECTION FROM O uj J W THE HOST STRUCTURE EXCEEDS 16'THEN A T;1QpE II FOOTING IS REQUIRED.SLABS 3FW.J_�A � W _ (2)2x r x 0.080"EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM(2)31187 x r LAG MINIMUM OF 3-112"(4 NOMINAL)THICK. w m O ® SCREEWS PER SIDE OR(2)1!4'x 21W CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE. ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' gjSED INN LIEU PSI CONCRETE WITH 6 x 8-10 x 10 U g a N Z BEAM AND POST SIZES 1"x 2"MAY BE ATTACHED'I WELDED WIRE MESH OR FIBER MESH MAY BE j Ep IN LIEU OF MESH. p V p O (SES TABLE 3.4) (ALTERNATE)(1)1-3/4'x 1-314'x 1-314'x 1N1'MATERNAL U-CHANNEL ATTACHED TO WOE WALL WITH _ — SCREEN USING(1) MINIMUM(3)3l8'x 2"LAG SCREWS PER SIDE OR(3)1/4"x 2-1/4•CONCRETE ANCHORS TO CONCRETE OR S. IF LOCAL BUILDING CODES REQUIRE A MINIMU%FOOTING USE TYPE 11 FOOTING OR FOOTINGE- #10 x 1-1/2" Q6-FROM TMASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH MCH OF BEAM LARGER THAN 3' SECTIONS REQUIRED BY LOCAL CODE,LOCAL_CIODE GOVERNS, U O w O It V POST NCITCHED TO SUIT AND BOTTOM AND 24" TOP (SEE ADDITIONAL DETAIL FOR STRUCTURES L(&ATED IN ORANGE COUNTY,FL) a ,� N LL a co BEAM TO WALL CONNECTION B. IF A CARRIER BEAM OR FOURTH WALL FRAME11b REQUIRED USE A TYPE 8 FOOTING MINIBJM. Z CENTER NOTCH POST TO CARRIER BEAM CONNECTION : 2,=1,-0" SLAB-FOOTIbIG DETAILS W SCALSCALE:'I(2'-1'-0' SCALE: r=r-0' v z g BLOCK KNEE WALL MAY BE r x 9"x 0.072"x 0224'BEAM CONCRETE CAP BLOCK OR ADDED TO FOOTING(PER 2500 P.S.I.CONCRETE U) p SHOWN `6� ANCHOR ALUMINUM FRAMEVL BLOCK(OPTIONAL) SPECIFICATIONS THIS PAGE) WHEN FASTENING r x 2' TO WALL OR SLAB WITH FIxBER M SH CONCRETE W OR THROUGH GUSSET PLATE 114'x 2-1/4'MASONRY (1)#40 BAR CONTINUOUS ALUMINUM UPRIGHT USE#10 x r(3)EACH MIN. ANCHOR WITHIN(r OF POST (1)#40 BAR AT CORNERS AND CONNECTION DETAIL ® AND 24'O.C.MAXIMUM 10'-0'O.C.FILL CELLS AND (SEE PAGES 3 6 4) (2)#50 BARS CONT.VIN 3' MENDING PLATE X X X® KNOCK OUT BLOCK TOP COVER LAP 25"MIN. a ® c®X X Xk X®X RIBBON OR MONOLITHICCOURSE WITH 3000 PSI PEA ® X X k-1 X X 0 FOOTING(IF MONOLITHIC ROCK CONC.DECK ` dXXXk X X ® SLAB IS USEED SEE NOTES OF FSd MIN.1.314'STRAP MADE FROM , +REQUIRED Gu ®X XXxXXXX X \ DETAILS THIS PAGE> o ` / • + I—III—I_I 3-1/2"MATERIAL X X X ® (2)#40 BARS MIN.2-112"OFF +r° .III —� .,.a e' 1 1=1 I(— MIN. _ (SEE TABLE PDR LENGTH AND ® X k X MILVISQUEEN 41 ^ #OF SCREWS REQUIRED) ® ®>C j�X XX X Xx X X®� 8'x 8'x 18'B (MAX. GROUND I I 1 6BARRIEER IF AREA TO BE C A ® X X >C X X X X® ;I I I A I 11111111 111 I I I A ENCLOSED v ®XX k ®X KNEE WALL FOOTING FOR SCREENED OR GLASS ROOMS ® n X X ®X SCALE:114"-V-V O MIN. TERMITE TREATMENT .1 ® ® ALUMINUM ATTACHMENT BELOW GRADE 18"MII{N, UNDISTURBED OR OVER W ry ® r �I ® CONCRETE FILLED BLOCK COMPACTED SOIL OF (�Ix LL W 'IM N 'x" STEM WALL 8"x 8'x 16'C.M.U. ® I. 32" 12" 2 10'0' (1)#40 BAR CONTINUOUS UNIFORM 8596 RELATIVE - C,Z X DENSITY 15W PSF BEARING Cu M7 X ® 36" jr 2 8'-0' '� MINIMUM FOOTING DETAIL FOR STRUf�TuRES IN ORANGE COUNTY FLORIDAL- ` m vas (1)#50 VERT.BAR AT 48" 18' 3 4'-0` ALL GUSSET PLATES SHALL ® �,� w 5 CORNERS AND REQUIRED FOR STRUCTURES/BUI INGS OVER 400 SQUARE FEET ONLY` BE A MINIMUM OF 5052 H-32 v w W O.C.MAX.FILL CELLS W/ J ALLOY OR HAVE A MINIMUM ® `� f� �L� 3000 PSI PEA ROCK NOTES: E:��=1'0' v YIELD STRENGTH OF 23 ksl v ® F`" CONCRETE 1 ALL CONNECTIONS TO SLABS�2 FOOTINGS ® I` ) SjAoWABOVE FOOTING. IN THIS SECTION MAY BE USED W!THE '- db-DEPTH OF BEAM \ ®® 8'x 12"CONCRETE FOOTING KNEE WALL DETAILS MAY ALSO BE USED W/Tf AS FOOTING. ds=DIAMETER OF SCREW � � � � WITH(N)#5 BAR CONT: 3)ALL APPLICABLE NOTES TO KNEE WALL DETAIISS OR CONNECTION DETAILS TO BE SUBSTITUTED ® rylg' I LOCATE ON UNDISTURBED � Rods �'WIN� SHALL BE COMPLIED WITH. ' NATURAL SOIL 2"x 6'x 0.05(1'x 0.120" \ STRAP TABLE •ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR G ALL CORNERS EXISTING FOOTING 8' NEW SLAB W!FOOTING{ ` SIZE N/SIZE UPRIGHT SHOWN rxr [4]#12 1 1.3-1@'CONCRETE SLAB 6 x6-10 x 10 WELOEED WIRE MESH OR FIBER MESH CONCRETE x :ZML VISQUEEN VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN _ _ _ �( L C/ It x FILL OVER(SCARIFIED)NATURAL SOIL 80%DENSITY NOTE: •ALL SCREWS 314'LONG 2.LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS III=III=III EET 1. FILL OUTER SCREW POSITIONS FIRST UNTIL REQUIRED NUMBER OF SCREWS IS ACHIEVED. SHOWN.ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12"x 18'W/(2)#50 CONT.BARS _ _ 2. SEE TlLLiLE 1.6 FOR SCREW SIZES 3 NUMBER FOR STRUCTURES/BUILDINGS OVER 400 S.F.. (2)TI BARSFOOTI WILED INTO =1 I I—I 1I- 3. GUSSET PLATES ARE REQUIRED ON ALL BEAMS 2"x r AND LARGER EXISTING FOOTING W/EPDXY I(—I I—�I I-11 =I I—I I(—I I—I I I—I I I—II 4. SCREW PATTERN LAYOUT W/SPACING BETWEEN SCREWS GREATER THAN MINIMUM IS 8'EMBEDMENT, C MIN.LIP 5 ALLOWED so THAT EQUAL SPACING Is ACHIEVED. RAISED PATIO FOOTING � TYPICAL CONNECTION OF PROPO�D FOOTING TO EXISTING FOOTING GUSSET PLATE SCREW PATTERN FOR BEAM TO GUSSET PLATE CONNEC `1 KNEE WALL FOOTING FOR SCREENED OR GLASS ROOMS REQUIRED FOR STRUCTURES 1 BUI INGS OVER 400 SQUARE FEET ONLY SCALE: 3'-2"0' SCALE: 114"=1'I" SCALE. 112'=1-0" [OF 11 v ' rMbr . _—.� ..-._,.-... ..-_a..r� .rrw,.-.«.�«.,.w. _.....,..,tee,. �•� •-••- �.x,3lu� _ 3tar.�.?taa: -3.,,mra."�tww Wmwiamta ara�.�a.x, �ni,,..su�kaENWi id i la,w d,'L a$�!,�d,<dY d,.l>uIV¢s.11 &.l,SN(i Ali ltl it�9,�Aa Table 3.4 Schedule of Post to Beam Size and Number of Thru Bolts Required UNIFORM LOAD UNIFORM LOAD AMxNnxmApst IM T4 811111111 Sts Mhdewn AaxrMx Mhlmun �oxt 8mx ln 0 Mail Px ., Bo r xr z oA� r x 3 x 0.050 2 - 2"x 3•x o.00r er A B A B rx4•x6.arxal6o" rxrxomr 2xrx0.050' 2 1 rxrx0.050' #e rxrxOAWxa1M' rxrxoMT rxrxo.o50• 2 1 2"x3"x0.050' #8 SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN rxrxOA rxa12r rx3*xoA9r rxr x UW -2 1 rxrxo.ow #10 rxrxoMrxal2r rxrxo.00r rxrxao50" 2 2 rxrx0.050' #10 rxrxaowvd, t rxrx9A9r rxrxa05V 2 2 rx3•x0.050' #10 UNIFORM LOAD UNIFORM LOAD rxrxeoirxL=r rx3•x0A9r rx4'xO.050• 3 2 rx4"x0.050' #12 rxrxLolrxa2bt•" rxrx0.00r rxsxo.o5o•xo.100• 3 3 rx5"x0.05Vxo.too• 914 2-xrxO.MrxL3W 3xrxC.126• rx1rx0.050'x0.120• 4 3 r x r x Fair x 0.120• 4#14 rxlrxa @rxs" I rxrxo.125' 1 rxrx0.05rxo.12o• S 4 rxrx0.056•x0.120•I Film Double 8x12"Volft 1011x2"11 rxrxas7rxa284' rxrx0.050'x0.1ao' - 8 4 rx4•xo.4rxaloo• #14 rx0"xa0'fY"xe rxrxo.Nxo.1E2 6 4 rxrx0.050'x0.12V #14 A B C A B C I M rxrxLOW xaaes'I rxrxo.Ms•x0.12V I s o I rxu-xo.Owx0.12V #14 r x ir x OMr x L300`1 rxrxoA7rxo.22r10 8 rxrx0A55•x0.120• 10#14 2 SPAN 3 SPAN Thx.nk h x11 mx"of fru bolls k(2) - •Mk*mxn pat/bmn my be uxxd r inim&m.Irm brats J UNIFORM LOAD N LJJ zo t t t t U 0UZ � A B C D E 4SPAN wzP < NOTES: Z 8 0 U1 w WLUU 1)t-!p-Length > � M a Overhang Length U > m p m 2)AN upals Rated in the tables we for equally spaced distances between Supports or anchor points. 3) Hollow extrusions shall not be spliced. H Q N Z 4)SIq;Is span bshall only be soloed at the quarter points and splloes shall be staggered. p :D it V O eanm UOOCOtrU SPAN EXAMPLES FOR SECTION 3 TABLES Q y Z g � W SCALE: N.T.S. UJ Z N U � U � (3.00L) D(2.33 L) C(1.67 L) 8(1.33 L) A(0.67 L) W 1Z N t t t ALLOWABLE BEAM SPLICE LOCATIONS m min SCALE: N.T.S. x ... SINGLE SPAN BEAM SPLICE d=HEIGHT OF BEAIrII � � t-, w1. m a 1/4130INT OF BEAM SPAN BEAM SPLICE SHALL ALL SPLICES SHALL BE MINIMUM d-.5(r STAGGERED ON EACH *d-.50" d-.50" SIDE OF SELF MATING BEAMI I V PLATE TO BE SAME �. _ THICKNESS AS BEAM WEB �i h ' =, a PLATE CAN BE INSIDE OR n ++ + + + + + + I J Y OUTSIDE BEAM OR LAP CUT -'k DENOrrES SCREW PATTERN NOT NUMBER OF SCREWS FASTENER SIZE,NUMBER HEIGHT 2 z(d-.50�LENGTH AND SPACING(SEE TABLE 1.6) s- MMmarn OlxYnm end 8 of 8erxwx n Oaxr 8tro ds Edge To CxnWCxnM To CxnMr Ouxxd Phft Thklorss LI U (In.) 2dx 2-12ds Bxxm No IThklowxx a o #8 0.16 31B 7110 r x r x 0.055•x 0.120"•• 1118•-0.063' #10 0.19 iii 12 rxrx0.07rx0.224• ll8•-0.125' SEAL #12 021 7116 9116 r x 9•x 0.072"x 0.224• 118'-0.125• - #M or V4' 0.25 112 6/8 2"x 9•x 0.O6r x 0..306• 118'-0.126 - - EET - 511r 0.313 518 3/4 1 r x 10•x 0.092'x 0.359" 1W 025• •Rrder to xxeh ride d xp9a. •'Lkeforrx4rMrxraim - �. Naha 1.Al gusest pleft#0 be s ff*mum 5052 H-32 Aiay or haver a ff**m m yield d 23 W. TYPICAL BEAM SPLICE DETAIL OF 11 SCALE: V-P-0' Table 3.1.1-110 Allowable Edge Beam Spans-Hollow Extrusions :Table 3.1.1-130 Allow"Edge Ben Spans-Hollow Extrusions Table 3.1.2-120 Allowable Edge Ben Spans-Srq P Sections For Screen or Vinyl Rooms For Screen or Vkryl Rooms For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity;using design bad of 20#/SF(36#/SF for Max.Ce ntliever) IFor 3 second t�Tgust at 130 MPH vebMy;using design bad of 27 NSF(50 N W for Max.Cantilever) For 3 second wind gust at 120 MPH velocity;using dsQlDn load of 23 NSF(43#/SF for Max.Cwdnevar) ANsdsrm AI 0093T-4--- Aluelwim 063 0 T4 x x x r x x x x Load Matt 1•/bandin W or 'in Load Mu SM 1'/bends b'ordelbefon'Cn toad Mac Sim 1'/ b'wdSlMcSerrV1 Load Mex. 1•/ Wordrfiecden' Load Mac 1•! War da80etlon'tdr Lm- WIdBr ')1 i 2 8 3 Span 4 Span Max WIN ')1&24 3 Span 4cantliNver .Span CaadNwr Width ')f i 2 Spar 3 Spm 4 Span MoL Width(IL)1 i 2 Span 3 Span 4 Span ' - Width�')1 i 2 3 Bpm 4 apm �h PL)Canillover18 2 c i•EpMr 48m 5 4'4' d S$ d 53' b t'-1' d 5 4'4' d S4' d 5'-8" b 1'-T d 5 7-11' d 4'4' b W4r D 0'-11• d 5 4'-2' d S-1• b 4'-11• b Nr d a V4r d 5-10' d 5-10" b t'-2' d Ij M-C d T4' b T$ b 1'$ d 6 4'-1' d 4'-11' b 4'4' b 1'4 d 6 4'4' d S-6' d 53' b 1'-1' d 6 74' d. 43• b 4'-1' b 9-11' d 6 T-11* d 4'4r b 4'$ b P-11' d 6 4'$ d S$ d S-• b 1'4" d 7_11- d T-0' b 64' b 1'$ d 7 3'-IV.I_ 4'-T b 4'$ b P-11' d 7 4'-T d 4'-11' b 4'-10" b 1'.0" d 7 Tr b 7-11- b Fur b IM d 7 3'4r d 4'd• b 4'-2' b P-11' d. 7 4'-T d 5-1' b 4'-11' b Nr d 5$ d 5$ b 5-7 b 1'-4 d i 7-r d 4'3• b 4'-T b P-11• d 8 3'-11' d 4'$ b 4'$ b P-11• d a 73" b 7$ b T-T b P-17 d i N-T d 4'$ b 7-11' b P-iC d t W4r d 4'4r b 4'-T b P-11' d 5'-5• d 5-1' b F-11' b i4' Of 9 T-T d 4%C b 7-11• b MAT d 9 T-10- d 4'S' b 4'3' b P-11• d 9 3'-1' b 7-W b 744 b d4' d f 3'$ b 3'4" b 74r b 9-10' d f 3'-10' d 4'-6' b 4'�4• b P-11• d S,T b 5-P b 5-T b t'3' d 10 7$ b T-1P' b Tr b P-10• d 10 T'r d 4'-Y b 4'4r b P-11' d 10 7-11' b 3'3' b 9'-2' b P4' d 10 3'-3' b 3'-T b 3'$ b P-iP' d 10 3'? d 4'3• b 4'-1' b P-11' d 4'-10' b 5$ b S-3' 6 1 d 11 73' b 3'$ b 74' b P-17 d 11 3'-T d 3'41• b 7-1P' b P-1P' d 11 T-f0" b 3'-2' b 3'-0' b P-9' d 17 3'-1' b 3'$ b 3'-4' b P-8' d _ 11 3'-T d N-1' b 7-11• b (r 1I r d 4'-8' b 5-2• b F-W b 1'•2' d 12 7-1' b 7$ b 3'•4' b P-17 d 12 T-W b. 3'-17 b 74r b 0'-17 d 12 74' b 7$ b 7.11' b P$ d 12. 7-11' D I 73• b I 7-T D I 0-4' d 12 3'$ b T-11• b 3'4' b P-IV d4'-5 b -47-11' b 4'-10' b 1'-2' d X x x4 Load Max.f V/ W or dMeefon' Load Max. 'L'/bandl b'or da}kefbn' - Lead Ma V1 b•or cid0 H. Nn toad Mex. V I ibmwellnue 1s•or defselbn'cn Lead I Mac SM V/ b'or delketlorr' Wldlh(IL 1&29p- 3 Spm 4 Span WIdTh ')C.Mvr 1 i 2 3 Span 4 Span Ce,, 18idYr i 2 3 Spee 4 Span yam P4 -1 i 2 Bpm 3 Bpm 4 Span Widlh ')1 i Y 3 Bpm 4 Egan - level 5 4'-11' d 5-1' d 53' d 1'-2' d 5 F-T d FAT d T-0" d 1'4' d 5 4$ d 5$ d 5$ b 14' d 5 S-0' d 53' d B-4 d 1'.T d 5 T-11' d 5-17 d 5.11• d 1'•11- d i 4%r d S4' d S-9" b 1'-2- d 6 53' d6'$ d 5-T d 1'3' d 6 4'T d 5-1' b N-11' 1' 4".0• d 0- 4. d 5-10' d 6-10*--b 1'-2' d 6 4'$ d 5$ d S-T d 1'-10• d 7 4'$ d S$ d S4' b T-1' d 7 4'-H' d 6'2' d 53' d 1'3' d 7 3=11' d 4'4' b 4'-T b FI d 7 4'$. d S-T d 5$ b 1'-1• d 7 4'3' d S3'.d 5.4' d t'-r d a 4'3' d S-1' b 4'-11' b 1'-0" d a 4.4' d 5'-17 d 5'-11' b 1'-2' d a 3'-1P' d 4'$ b 4'3• b P-11' d i 4-' d 53' b S-1' b 1'4" d - i V-Cr d 4'-11' d 5-0' d 1'$ d 9 4'-1' d 4-1r b V4r b P-11' d 9 4'-T d 5-I' d 5-T b T-1• d 9 i'$ d 4'-2' b 4'4' b P-tY d S 4'-7 d 4'•11' b 4'4r b P-11• d 9 N-11' d 4'4r d 4'-1i' d 1'-T d. 10 7-11' d 4'-T b 4'$4'$ b P-11' d 10 W-5- d S$ d 53' b 1'-1' d 'I9 r4' b 7-11' b T-ir b P-iP d "110 711' d i 44r b V4r b 0-11• d 10 7-9' d 4'4r d 40 d Tor d 11 YAM d 4'4' b 43' b 0-11- d 11 4'3' d 5-2" b 5-0' b 1'-0" d 11 3.4• b 74' b 7$ b Pair. d t1 7-10' d 4'$ b 4'-4 b P-11' d 11 7-0' d 4'$ d 4-T d v4r d 12 4r tl 4'-7 b 4'-1• b P-11' d 12 4'-T d 4'-11' b 4'-ir b 1'-0' d 12 3'3' b 7T b 7$ b P-i d.. 12 3.4" d 4'3• b 4'-2' b P-it' d F-i2-J 7$ d 4'-4' d 4-9 d 1'$ d a / Lead Mss. i'/ Wordafastlea Load Max. 1'/ YwdeMetlm' Nod: Lead Mac t h0�0n *am uprQmtomdvdhsatobeen CO Z WkNh V 'b'w tleMcgon Load Max. i•! b'w ' 1.Above epos d0 not kclds krglh d krs Draa.Add MoL width Wldtlr PL) W4ft PL) mrroodw b ft above opens fee iM been apace a l LI �')18 2 8 S Span 4 Epn Caatgavw ')1 t 2 3 Spm 4 Bpm ' i 2 Bpm i ipaa 4 Bpm 1 i 2 Bpm 3 Epes 4 8pn 2 gpr u"be y*epyated, - J Z 5 r2' d T4' b T-1' b 1'4' d 5 T-71' d 9.4' b 9'-0" 6 1'-11' d 5 5-T d r3' b 5-1' b 1'4' d 5 T-7 b 5-0' b T4' b TO d � � U Z i S-8' d r$ b r$ b 1'$ d 6 T4' d r$ b r3' b TAU' d 9 5.2' b S4' b 5-T b 1�T d - e 5-T b T-4' b T-1' D 1'$ d 7 S$ d 5-2' b 5-11• b 1'-4' d 7 T-1' b T-11' b T-T b 1'4r d T 44' b S4• b 5-2' b 1,Y d 7 5.1' b 5-0' b 5 T b 1'-T d J U CD 0 W t 52• b S4' b 5-T b 1'-3' d 8 8'-T b T$ b T-2' b t'-8' d 9 4$ b- 4'•11' b 4'-1r D 1•-2' d i 5$ 6 5.4' b 5-2' 0 1'4' d Table 3.1.2.130 Allowable Edge 8qm Spans•Snirp g g W Z 15 J - 9 4'-17 b S-r b S3' b 1'3' d 9 r3' b 5-11' b 549" b 1'-T d 9 4-2' b 4'$ b 4'-r b f'-1• d 9 5.4 D 5-11' b 5-r b 1'-r d For Screen or Vinyl Rooms m z0a - - 10 4'-T b S-T b 4'-11' b t'-7 d 10 5-11" b 6'-T b 5-5' b v4r d 10 9'-11' b 4'$ b 4.4• b 1t1' d 10 5-1' b 5$ b S$ b 1'$ d For 3 second wind gust at 130 MPH velocHr,using da�i�e f 2y�(30 NSF�M ; (n J_ a 11 4'$ b 4'-11• b 4'0" b f-T d fi 5'-a' b 54' b 5-1' b 1'$ d 11 7-fr b 4'3' b 4'-t' b 1'-0" d N 4'-ir b S$ b S3' b 1'-4' d Abenbnm (007 T.0 ; 12 4'3' b OND 4'4' b 4'-T b 1'-1' d f2 S$ b 5-0' b 5'-10' 6 1'$ d 12 7-0' b 4-1• 6 7-11' b P-11' d 12 4'-0' S-2' b S-0' b 1'-4' d x .� W LO'+) CO ' Noble: Lead Ma. V/ War deMctlon � Mac V► b'or defNAle" 6 Q� � CO O Z ! 1.Above spans do not Indude Implh of Imen brae.Add hwbonfai dManm fiom Upright b center of brace r beam 1(m neer to the above apse for 6M spamhorlmrMal dlaWroe San upright b amlerabraoa to icor+ - �')1 i i 3 Spm 4 Spm Pam RUDL (R)1 SIR - 3 Spm 4 Spm J �i 1""- Q N 0 2.Sam b the a ime spam for tori beam spent. r4' d T•1• b 5.17 b i'$ d Z SPrs may be risrpolakd. 2Z r maybel 6 4'2' d 5� b 4'-1- b 1'-0' d V V S4r d r$ b r3' b 1'-4' d 7 7-11' d 4'-r b 4'4' b P-11• d V 0 0 LU 54' d r-0' b 5-17 b 14' d t 7-17 d 4'$ b 4'3• b P-11' d Q ~ --L Q � a Table 3.1.1420 Allowable E s4• b r-- b 5$ b 1'-r d fA U. Edge Ben Spans-Hollow Extrusions �TabN 3.1.2-110 Aikatsabla Edge Ben Spans-Snap Sections t 74' d 4.2• b 7-11' b P-11' d 44' b S4• 6 5-1' b 1'2' d - Z V For Semen or Vinyl Rooms For Screen or Vinyl Rooms - 10 7$ b 7-11• b 3'-r b P-17 d 4'$ b S-0' b 4'-17 b N�_�, de LU For 3 second wkld gust at 120 MPH velocity;Laing design bad of 23 NSF(43 NSF for Max.Cantilever) For 3 second wild gust at 110 MPH ve(oeky;oft design had of 24 HSP(W NSF for mwL Candigvtr) 11 74' b 74 b 7-T b P-17 d 4'3' b 44r 6 4'$ b WM.6. 3 UT4 006f T4 12 72' b 7-T b T-W b P-17 d 4'-1' b 4'-T D 4'$ 6 - U x C V/ b'w daMotlm Load Max.S VI( b'w de9aatlon TF . V I War dallao8ae Load Max. V/ b'w da8ecflon Load Max. 'L'/ b•w delkcfon : ;t 3Span 43W Wkfth 182 3Spm 46pnUIDL Span 3Sim 43pan 1828pm 3Epar 48pm 182 38pm 45pard S-1• b 4'-10' b TO d 5 W-W d S$ d 54' b 1'-1' d ' d F-1' d 5-2' d 1'-2' d 5 ri• 0 r-r d T-11' b 1T d 5 T-T d 5-0' d 54r d 1-17 d d 4'-T b 4'$ b P-11' d 6 4'-r d 5-0' b 4'-17 b 1'-7 d d S4' d S$ b 1'2' d 0 r3' d T$ b T3' b 1-r d a 4'3- d 52' d 5'4' d IAr dd 4'3' b 4'-1' b P-11' d 7 7-11' d 44r b 4-8' b P-11' d d S$ d 53' b 1'-1 d 7 5-1t' d r-01' b a'-rb 1'$ d 77-11' d 4'-11• d 5'4r d 1-r d d 7-11' b T.I(r b P-17 d 8 74r d 4'-4• b V.2" b P-11• d ' d 5A' b 4.11" b Nr d 8 S$ d r$ b r-4 b 1'$ d t 7-17 d 4%W d 4'-17 d 1'-T d {is 9 4'-1' d 4-17 b 4'-r b 0=11• d 9 S$ d r2' b 5.11' b T4' d 9 7-0' d 4'-T d 4'-0' d 1'$ d f 74' b 748' 6 3'4' b P-17 d 9 74' d 4'-T 6 3'-11• b P-17 d W 10 3'2' b 7-T b 3'$ b P-17 d 10 3'$ b 3'-11' b 3'4' b P-17 d 10 7-11• d 4'T b 4•$ b P-11' d 10 S-3' b 5-17 b 5$ b 1'3' d 10 7-T d 4'S d 4'$ d T-W d - h tv 11 T-W 6 7$ b 73" b P4" d 11 3'4' b 74r b 7-T b P-17 d 11 74' d 4!-C b 4-T b 0-11- d 11 4'-11. 6 5-T b S$ b 1'-3' d 11 7$ d 4'-7 d 4'4" d T-V d � j 12 7-11" b 73' 6 72' b (Mr d 12 7-2• b 3'-T b 3'$ b P-17 d 12 7$ d 4'-T 6 4'-7 D 7-11' d 13 4.4' b 5.4' 6 5 2' b 1'2' d 14 7.4' d 4'2' d 4.3' d 1'4' d M x Nor": + Load Ma S V/ 'b'or dafaWorr'4r Load Max. Vif b'or ddlecdon' Load Mix. V1 Y or dSBsWerrNn 1.Above Spar do riot k9*1de krgtlr of knee brace.Add horba ft m k 'rpW b antrof brace le been m Y width pL) Width(R) M')f i Z i Bpm 4 Elan comaWm loft above spew for foW been speer a Max 18 2>A 3 Spm 4 SpanCaowvw 1&2 3 Bpm 4 fpm 2CONS&M .Spam troy be Yrrrpohrd• 1- So 5 r-r d 5-17 d 5'-17 b 1-T d 5 6'4" d I 6'-T d 8'-r d 1'3' d 9 r-P d 6'-1' d r-r d 74' d > � 6 t 44' d 5-r d 5-17 d 1'-11' d ^ 4'$ d 5$ d 54• 6 1'-1' d 6 4'-11' d r2' d 53' d 1'-2' tl 7 4'3' d S-1• b 4'-11' b TO d 7 4'-9' d 5-17 d 5-11' b 1'2' d 7 4-r d 5$ d 5-T d 4-17 d a 4'-W d r4" b 4'-T b P-11' d a r4r d S-T d For b t'-1' d 9 43' d S3' d 54' d 1-r 0 s j 0 7-11' d 4'$ P b 4W b -11' d 1 9 4'4' d 54' b 5'2' b ILL" d f 4-1" d 5-0' d 5-1• d 1'$ d W 0 10 3'4' tl 4.3- b 4.2' b 9-1 P d 10 4'3' d S-t' b 4'-11' b 1'47 d 10 Y-11' d 4-17 d N-11'd 1'-T d 11 3'4' d 4'-1' b 7-11' b P-17 d 11 4'-1' d 4'-17 b W4r b P-11• d 11 7-17 d 4'$ d 4-r d 1'-T d lu 12 7 b 7-11' b 3'-r b P-17 d 12 7-11' d 4'$ b 4'4r b P-11' d 12 7-r d 4'T d 4'$ d 1.4' d x .)5r Load Ma S 1'/ m'w an.afon• Load F28 i'! 'b•w deMeuon r:Above Spee donut bra,de Irg9r a tote brace.Add Irdaaaeldwnos Gam updgM b oeMerd brace b barn WMIh M')1 i 2 EI 3 Spm 4 Bpm Carrflevar dicier ') 3 Spm 4 SpmCarNlaver 2?•SWm 'a •for toWitem ogre.5 5-17 d r-17 b 5-T b 1'$ d S 8'4' b r$ b 1'-17 d - : _6 54' d r3' b r-0" b 14' d 6 T-11' b T-0' b 1'4r d7 52' b 5-r b S-T 6 1'3' d 7 T4' b T-1' b 1'$ da 4'-17 b S$ b 52' t 1'-7 d 8 5-01' b 54' b 1'-T d9 4'TS-1' b 4'-11' b 1'-T d 9 For b 53' b 1'$ d 10 4'4' b 4'-17 b 4'$ b d 10 5'-S' b V-2* b 5-11• b 1-6' d 11 4'-1' b 4'-T b 4'$ 6 1'-i- d 11 5'3' b 5-17 b 5'$ b 1'$ d rt 12 7-11' b 4'$ b 4'3' b 1'4' d 1 12 5'-0' b I S-T 6 5'$ b I 114' d mob": I.Above apms do nxt hhWe lergM uftree braa.Add horbwW diotona fom upi%;l b cenbr of bran to been oenmctlon to the above spam for Soret beam Spore. _ - 2.Spam may be bdapokl"d. EAL EET A of 11 H� Table 3.1.3-110 Allowable Beam Spans for Miscellaneous Framing Beams for Screen or Vinyl Rooms Table3.1.4-110 Allowable Spans for Ridge Beams with Seff Mating Seam* Table 3.1.5 Allowable Upright Heights,Chair Rail Spats or,Fadar Spans For 3 wHwnd wind gust at 110 MPH velocity;using design bad of 20 NSF For Screen Roans or Vinyl Rooms For Screen Room or Vinyl Rooms Alamleum Alley Ooea T4 - For 3 second wind gust at 110 MPH vebd4r,wino design bad of 20 iWSF Alwdna n Ahoy 0083 T46 Hollow and Tel Load wad+ T toad width W-Poon For 3 second wind gust at 110 MPH ;usingdesignload Single swi- athv eawra r$ T r Y$ 4'-0' 4.5" s$ S$ r-0' Or T-0' r$ r OHS fecMona 5-0' r4f• T4s V41' r-r ir4Y +1'-0' 17.0' _ tpBF AMR am'L'/ W or detledion'd' T L� w•hbrlfrb Sped" e AWwble 1.'I 70.•«dWledlab'd' ttaWw Y-0� a•-0' 4•-0' 4•$ 5`47- r z 4"x aOW'HeNow 10'-0' d 9'$ d 5-11' d W-r d W-r d r-11- d T$ d T$ d T3' d r-1' b 5-10' b 5-r b r x 4'x oA"x a10g' 10-11' b P-11' b W-W b S$ b 5'-r b r4r b r$ b T-1' b S$ S-0' 0•'0' T-0' T$ rxrx 0.062'Hollow 17-11•d 17-r d 11'$ d 11'-0' d 10'-r d 10'-3' d W-11" d g'•8' d OW d W-r d 5-11' b 5 r:r x o.esr:a+es" 13'-T b 77�" b 11'$ b 1G$ b 10'-T b 9'-T b 9'-2' b 5$ b NDN b'«daMdien'd r x r x o o44"x 0.100' 11'-r d 10$ d 5'-1T d W-T d 9'-r d II d 5'-r d 8'•4' d 8'-1' d T-11• d T5' d 777;_d r x r x 0044" Hopow 9$ b S$ blb T 8' b T4' g_tt b r- b SS" b 8' b 5-11'b d r x M x 0.080'x 0.120 16$ b 144' b 13'3' b 77$ D 11'$ b 11'-1' b 10'-T b 10'-1' D 2'x r x 0Mr Hallow 10'•3' b 9'$ b 5'-5' b "T• r x r x oAw x 6.100' tY-10-d 1 Y-0' d 174- d 11'-10'd 11'5' d 10'-11'd 10'$ d 1 V4• d 10'-1• d 9'-t0• d 9'-T d 9'5'' d r x r x oaW x 0.120' tT$ b 18'-t' b 14'-11• b 1Y-11' b W-r b 17$ b 11'-11' D 11'5' b r-r b T3' b 5'-t t' b 5'5' b 5' rxrxO.OW'x0.12r tri' d 15'3 d 14'$ d tY-to•d 13'4' d 17-10'd 175' d 17-1• d 11'-9• d 17'$ d 11'3' d 10'-t rxrxoa5s«rrw.rt 29'$ b 21'5' b 19-1P D 15'-T b 1T$ b 1g T b 15-10' b 152' b rzrx0.040 Halbrr 17'3' b 105'b 83' b 8'9 5'4• b T-11` b T-tl' b-77-b-77-b r xT x aOtS'x 0.12r 155" d 1T-C d 16$ d 15$ d 15-r d 14'$ d 14'-r d 1 s,4r d 13'5' d 13•-1' d 17-10'd 17 °b rxrx 0.070' Hollow 17$ d 12-r d 10'-11'b 10'5'• r.11' b 9'$ b r-r b 5-70' b 5'5' rxTxoAW-w/imert 224' d �•17'd 1r-71'd tr-1- d 154' d 1T5' d tT-r a 158' d 163' d 15'•10'd 15'5' d121' ' rzi'7[ 20224' 27-10' D 20-10' 0 793' b 15'-0' b t5'-11' D 15-7' b 15'4' b t4'$ b rxrx0A46 Hollow 129' b 11'$ b 105' b 9-t gb" b 5-11'b 5$ b 5'4' b S-1' b rxrx$Xrx0224" 24'$ b 27•T b 20•-11' b IWO b 15'$ b 7T$ b ts$ b 15-11' b rx4'x0Aw Hallow 153' b 15-7• b 1Y3. 6 17-r. 17$ b 11'$ b 11'$ b 15$ D tt73 b r x r x s.o?r x o224' 22-10•d 21'$ d 20'5' d 19'-T d 16'-ur d 15-r d it-r d 1 T-t' d 1 V4r d 15-3• d 75'-10'd T zr zOA/r z OAlr 2T-7" D 24'5' b 27.11' b 21'$ b 25-3' b 19'-r b IS3' b 1T$ b r x r x 0.050" 1.0 17 23'-r b 27'-70'b 1P3• b 15 • 1T$ b 15$ b 16'$ b iS$ b14'-17'rx r x 01 x 0.224" 25-1'd 2Y-T d 275' d 21'-5'd 20'-T d 15-11'd 199 d 18'•0• d I V T d 1T-10-d r-7 d2"xtr x 0.017'x 37-T b 2W-V b 2T-r b 25'$ b 24'4' D 23'-1' b 2t'-+1' b 21'-1• b r x r x oAsr S.M.S. 28'-T b 24'-r b 21'-3• b 20'- tri' b 18'$ b1T$ b1T-1• b III rxrzaoerx0306' 26'-0- d 20.'$ d 2Y3 d 27-3' d 215'd 20$ d 75-11'd 15'$ d 18'-11'd 18'5' d 15$ d rxrxoA44' 11'-3• b 1V-W b 9'•r b 6'$- rx+rxa0lrxOJW 31'3' d �'$ d 2r-1Vd 25-9" d 2W-V d 24'-lord 24'-1' d 23'4' d 27-9" d 27-r d 21'$ d1.Oh 5'-3' b T-1P b T-T. b T4• b -1' b 1.(Saw Raons:The eddtlan d eberdrssrb frerrr wkWass m401 ylaaa prow Oak era dealgrsd to 110 M.P.H.wind ked r z r x emr 14'4' D 13'4' b 17$ b 11'-9' 6 11' t 0 T 1744 S$ b T LOW r.qr4.nenrbta>o6bsaeoreavrgtk.kwkw,wwla.r.rgtlbaottweaadon.lhaa�n9kmer.gwaa. rx x Sm 1T-T b 153' b iS3 b 14'4' b 1 - 1 -11•b t $ b 11'-11'b it'$ b 11'-1 b Doable$dM%A m iarm r4r a'$ Y4' W r 4's' s-0" S$ r4r r4' r-0' r-r r Z T&Mn wawa ebmbalan oriental with longer exDuelOn Cibm Won prallel to applied load• For 3 second wind gust at 130 MPH velocity,using design toed • 3 dlSF Al Sm 1-'/ b'«daMetlon'd' 3.8Pw�be T Load r x r x 0.07r x 0224' 25-10'd 2T-7' d 25'4r d 24'$ d 23'$d 22-10`d 22 2' d 21'$ d 20-71'd 20'5' d 15-11"d 15'• a faedarba Y-0" Y r Cr 411741" S - WD-Par 0-0' 5'5' T-0' T 6' r x r x 0.072'x 0224' 31'-T d 29-0' d 25'3' d ZT$ d 25-11'd 25-1' d 24'4' d 23-T d 27-11'd 275'• d 21'•11'd 21' 4 « rxrx Low x omr 3Y$ d 31'$ d 30-1' d 2«$ d 2r$ d 28'$ al26-t0'd 2S•1- d 24'5' d 23'-10-d 2Y4- d 22'-1 Table 3.1.4420 Allowable Sports for Ridge Beams with Self Meiling Bons -r-x- z omr-83 W Ho6ow 5$ b 5-0' b T$ b T-1' b 5$• 8'5'• b OW b -C b 6-0' b S r x r x OASS' Hollow r$ b 5$ b 5-r b T-9' b T4-� 5-71' S$ 5'5' b 5',S' rt•b J r x 1o'x oAw x 03M" 35'$ d 3T-1" d 35'3'd 3Y4r d 37$ d 91'3' d 354' d 275' d 28'$ d 2r-17•d 2T4' d 25 -d For Screen Room or Wbyl Rooms r x r x oAw Hdbw t r$ b 5'-T b 5-11' b S$ b S$- - T b T•I' T-1' b 40• b Q Nola. For 3 second wind gust at 120 MPH vWocNr,m ft design load of 231118F r z r x oAw Holow 77-1• d I IW b 1d$ b 15-1' b S-r' SI b S$ b S$ b 5-1' b T-t D r x r x OA4r tisllaw -1 11'41'b 11'- b 10$ b 9'-11• S D S-1 b r$ r b 1.d is reananrdad Moat tis ergkser be ooneuded on any miewlaneas framkg born d*spry more Own 40 T Load iMdOb W Pubrb Z 2.Spry am band on 110 M.P.H.wind bad plus dead load kr framing. Self My1Mg aaetlrr Si" r-0' T V4Y r-r tr-0' 1+-0' 1r-0" r x 4'x OABO' Italow 74'-11'b 13'-10'b 17-71'b 17-2' b 11'- 11'$ b 10'-r 5.,2' b 5'0' Q 3.Span le nweaxed Som-I, d axxwcdon to holo r wall comecOOn. r x x s 1$ b 20'-1' b 18 b 1T-9' b 15-t $b t t�a" 14' b t W 4.Above spore do not lodudo length o lore brace.Add hadzen el III, cs from apdgM toowda d brace to born connection to Oro above span for toad, r x 4 x OA44 x 0.100" 103 D 5'4' b 8%-r b b SW l b r-r b rdr-rr�erbb 5-11' b W-r b r x r x OAW SAUL 2Y-11'b 27 2• b $ b IS-T b 75••• tT$ b tr-01' 1 .9' b 15'$ b 75' a Z Q �^fie' r x r X.OAWx 0.1Or 17$ 6 17 d' b /0$ b tr-11' b S$ b 5-11' b 5'.8• b S'-r b r x x 0 15'4' b S- 5-11" b 5'5' b T-1 -.• - r-r b T T-0' b b 8'. ••+ S.Spom�'ber x r x OAW 19'3• b 12-r b 17'$ b to'$ b 10' S b 4• b 5-1 6 5 b r4' Q Q V Z rxrxeAM'za42r 74'T b 1Y4' b 174' b 11'-r b 15-11' b 15'4' b 5-17 b S$ b rx4'x0A4r 15-r 6 14-71'b 14'$ D tY-r D 17 Table 3.1.3-120 Allowable Baan Spans for Miscellaneous Framing Beams for Screen or Vinyl Rooms r x r x 0A r x a+sr 15'$ b IF-T b 19-11' b I" b 12-T b 17'$ b 11'-1• b III b 17-11•b tt' it-17'b 1 - b 103' � (n (7 0 W For 3 second wind gust at 120 MPH vs1ccW,wing design lord of 23 WSF r x T x a06r 1d*" 21'-11' b 16-17' b IS$ b tr4' b III b 15$ b W-11' b 14'r b For 3 second wired oust at 130 MPH ILA g NSF z W Z J Alundee May SM T4 rxrx0.O7rx0224' 21'3' b 15'$ b 1r-11- b 1r-10' b 15'-tr b 15'$ b 14'4' b 19'•r b T � w�MrYn z S 0 0 W T Load rxrxlA7rxO224" 29-1' b 21'-0' b tr$ -D tri 6 1T-2' b 154' b 1S$ b 74'-15'' b secoom Y-0" a'$ 4'0" 4'•0' S 5'5' r•r rr Ta' 7'#' �VV W J ijJ '„� NoNowaridAilowWle N«daftetlan'd' shbgr seH MWng earns r$ 3'4' Y4' 4•-0' 4'4' 5'-0' S$ r r r-r r-r r$ r r x r x oAor x&+6• 25'4' b 2Y-1' b 21'$ b Iv P b 1x-10' b 1T-11' b 1r-1' b 1r4' b r x T z O.OM' Hollow 5-1' b T$ b 5-11' b r-r D 5 = CO M Allowable W I W or daMeetlon W D r x+r x$Wr x 6 30$ b 2r4r b 25 b-2F--Wb 27$ 6 21'5` b 20$ b 15'$ b 5-1+ b S$ tel S$ b ' -7' m it r x4 x OAST Hose a IIT d 5-11'.d S$ d 8'-2' d T-10-d r-r d r4- d T-T b 5-10'br2'-W 6'4' b 5- rxrx 0.055' Hallow WI b 5'-2' b T-r b T-T D S-1 • r-r b r3' 5-r b S$ tr -r V O Z r x r x OA82'Hollow 174'd i t'-T d 11'-0'd 10$d 10-1'd S-0- d 9'$ d S-7 d W-11'b 8'4' b 5- .b Nam r z r x 0 Hallow b 5-17' 5'4' b T•i t' b T • r-r b -1 b - b 5'4' b - .V O N Q b 1 OYas Aogns:The adMldb dawNren Ores wkWau vdOb plws penesltet are dasigrbed b 120 M.P.H.rWW load r x r x OAYr Hollow 11'$ D 10'$ b 5-11'D S$ b r-1 • 5$ D 5'-2' -1 b $ D _ F•. rxrx 0.044 x O.10r 10$d ]0-0'd S$ d I P d 8'-9• d 5$ d S-r d T-11•d T$ d r-r T$ d 7" to y»�apdglg dm ilbawna On of engil mo Mot edMmd harnk knot ngbied. z z 0 Holbw 1 '-11 b 11'-1- 154' b 5'-8' b S -• 0.17 b S-8' b b -t0' D - - � Q n � U U r x r x OAST'z 8.10r 1373"d 77.6'd-1171-0•d 11'4'd 10'-10'd 10'$d 15-r d 11I d S-T d 111 77-1 b Z-rabies earns a dtwim od«Md vM longer oA'Odon d %o Wan passed In applied lend. r x 4'x a05r Hollow 17-11b 17-1T b 17-1' b 1 V-4' b IV 10W b -1 b S � b S-1" t+ W-10' b v Q-�.Q W W r x r x OASO'x 0.120' 15$d 14'-T d 1Y-10•d 1Y3'd. 124r d 173 d 71'-11'd 17'-r d 11.3'dAd2w 5' b 9..8prs may ba kerpoYMd• rxrx f.M.& -2' b 75$ b 1T$ b 1«-8' 6 15' 14'-i t"b 14.-r b tY•r b 17-7 D 17-0' a LL a (fj rxrxoAwxal2r 1sT d-7--rd 75-0'd 75-T d 14.5•d 13'-11'd /3'$d 13'-r d 17-10'd1' d rx0'xOAW' f.M.& 274' b 20'5' b 15'4' b 15'3 b 1T • 1r$ b 15-r 1 -2' b 14'T tr 14-t Z r x r x emr d hsert 21'3• d-2F4-rd 7F4-rd 7F-rd tr$ d 16'-11'd 18'4' d 15-11"d 15'$ dd ' T x r z 0A44' S-r b 5-17`b 5'4' b T-17 b T 7`4' b r r 6 5 r.Y b fr 1WrxrxOAYrx0224 21'-10'd 25'$d 1OW d IW4r d 1T-11'd 1T4'd 1r$d tr4'd 15-10'dd '- d Table 3.1.4.130 : Allowable Spirts for Rkip Befnts with Self Mating Seamf r x x O 174b 11' b t5$ b 15-1' b S -• WS-7' b 5' 4' b- S-i' brx!'xlA7rx0224' 2Y-11"d 27$d 21'$d 20$d 15'$d 15'-0'd 18'5'd 1T-11'd 1T5'dd5 d T x 4'z 0A4r 15-1' b 13'-1T b till b 174' b 11' 11'-1' b 15 6' b 403 b 5'-t0 D 4r Z tai rxrzOW2'x03W 24'-lord 23'4'd 222'd 21'3'd 20$d tr$d 15-1•d 18'$d 15-T d 1T-T d . d FOI SaeenROOItIiOrVhlylROOnM d For 3 seond wind gust at 130 MPH velce ft using dglrn bed of 27/ISF Notes:rx1rxO.00rx03M" 25'-t0'd 28'-1'd 28'$d 25'$d 24'$d 23'-0'd 27-11•d 274'd 21'$d 21'•2'd0 1.Above spans d0 not Inc' lo1g01 d IOree brace.Add horkontel Oe f m Opripht t0 center of blame b bealR T Load WaSb w PurlYb connection to the above spots for total born spans. Q T Load Wlusr Self Haft Sadlo s 5'41' SW r-r W-r r4r' 7r4Y 11'-0' 1r-0". 2. Sp-maybe hkerpohdad.Double SaNibatlng Soama Tor' Y-0' Y$ 4'-0' W.5'" 5'-r S$ r-0" r-0' r4r Tfi Abwa4M 1'/ b'«deaaedon tl' _ Allowable -/ WordorAcdonW rx4'x0.004za10r S$ b -r b T-11" b T$ b T$ b r$ b 5'4' b 5'-1' b r z r z oAw x 0.224' 2T$d 25-10'd 24'•T d 2Y$d Z2-T d 21'•10'd 21'-2•d 20$d 75-11'd tr$d 15-T d 15. d r x r x OAer x a+Or 41'-8' b 10'5' b WI b 5'3 b r$ b S3 b T 10' b T$ b _. rzrxO.G7rx%214' 30-r d 28'$d 25-77•d 25-ird 24'-lord 23'-11•d 29'-2'd 27$d 21'-11'd 2T5'd Z0-11•d 20` -d rxrxaAWxa+2r 1Y$ b 174' b 7T$ b 15'$ b tr-T b S$ b 5'-T b S$ b r z!"x OAOr x 0.30r 37-1'd 30-r d 25$d 27-5'd 25$d 26$d 24'$d 23'-11-d 23W d 27.9-d 273'd 21' d r x r':.O.OW"x 0.12" 15'1' b tY-10' 6 17-10" b 17$ tr 114' b t0$ D +0'3 b 5-10' b - I2Z. rzlrxOAW"x03W' 3T-T d 35'$d 39'-T d Yl'-Z-d 90'-71'd 29'-lord 2t1'-11'd 20'-t'd 2T4'd 25'$d ZB'-7•d 25' d rzPx6AW'w/Nwrt 20.2' b t6'$ b 1T-T D 15-11• b 15-1' 6 14'3 D 13=T b 1Y$ b - W b- N rxrxOA7rxL22f' 79-r b 1r-11' b 1r T. b 16$ b 14'-r b 1Y-17 b tY3 b 17$ b Mote: rxrxSA7rxLZW 21'3 b 17-C b 1T-11' b 1610' b 15'.10' b 15'$ b 14'4' b 1Y$ D �n 1.a Y remrmbaWed MbW es ergksa be axwuded an any meas Oan"Deem Oat opera ods Oen 47 r xr x OA r x 0310' 2Y4' b 21W b 15'$ b tr$ b tr$ b 15$ b IWO b 15-1• b �+ Z Spans re bawd on 110 M.P.H.wkW loo!pko dead kad+or framhg. r x 1r x 9.OW x 211 b ZB T b 29'.0' b 27 2' b 25.11' b /S-tr b tr-11' b it-1• b CD 3.Span is nsaaxed from oerew d rwmbsodon to(ride or wad cwmeceom. Y 4.Above spans do not Ybchrdo WI d knee brace.Add ho mrmi distance from up ftM to center d bract to bwn comsdia+to cies above spam for WW Noiar C 11� 4 beam spars. - 1.Okra Rap, TDs wkEAc r afskm*mm firm wkxbm wlh gWm pros Ort om 1, 19 W lo 130 M.P.H.wind load qq 5.Span may be l ;11 bd. requirarrrww to los above upright emu tnwee the W-gob an Ort add omi tie 6 Intent rsquMW - O A Table 3.1.3-130 Allowable Son Spots for Miseellansow Framing Berns for Semen w Vinyl Rooms 2.Tabun ewum exhiMm aiaded w!h krgw oxkLwbn dmensim paralal to appdsd load X For 3 itscond wird gust at 130 MPH velocity;wing design bad of 27 AVSF 3 SPr+a�f ill AhaNnum May Mat T4l W ` Hollow and T Load NOdlh skew solimosnp harm r$' 3 3 r-r 4'r 5'4" I V-r I r-r I r-0" I r-r I T41' r r x 4"x OAS"Hallow S-11d S$ d 5'-1' d T-0 d r-5' di r-r d 5-17 b S•T b r4' b 5'4' b 5-10'b 500 r x r x oAw Hdbw 11'$d 10-11'd t0$di 5-11'd W-r d I 5'3 d S-1 T b S•T b r3 b T-11'b T$ b T b rx4'xOAWXD.+0r IW-t'd S$ d S-0• d 55' d II d 11I d T-r d Tr d T4' d T-t' D 5-11•b 5' D rxrzoAerxator 17$d 11'$d 11'-r tl 10-0'.d 704'd 5-11'd S$ d 5'4' d 5-1- d F-10'b 5$ b-8':E-'b - - rzrzO.Wrxa12r 14'$d 1Y-10'd 1Y-7'd 17-0-d 17-1'd 11'$d 1t'3 d 70'-11'd W-T b 10'-r b III b 5' D rxrx OAST x 0.12r 15$d 15$d 141-11'd 14'3-d 17$d IS-T d 17-10'd 17$b 11'-11'b 11'$b 11'4'b 10`. b - •- - _ - rxT':BASS"w/ewrt 25-2'd 1«-11'd 15'$d 1T3 d tr•T d 15'-0'd 15$d 15-1'd 14'$ d 144'd 17-71713'- d _ r x r x OAYr x 0224' 20$d tr$d 15$d 1r5'd tr$d IS$d 15-71'd 15'$d 15-1'd 14'$d 144'b 17- b rxrx 0.072"x O2W 27$d 2114'd 203 d try'd 15$d 18'-0'd 1T$d 16-11'd tr$d 1«-1'b 155'b 15'. - •- rxrxO.Wrx030r 2Y$d 27.2'd 21'-0'd 20'-1'd tr4'd 1«$0 tr-T d 1T-T d iT-1'd 15'$d 16`4'd 75- d r x tr x aMr x 03M' 211 d 25$d 254'd 24'-r d 23'3 d 27.5'd 21'$d 21'-r d 20'-r d 20'-1'd W-r d IIII'd d T Load Width Double So#41a*q Scams r$' 3'•0' Y-0' 4•-0" 4.41' s-0' S$ r-0' 1 r$ 1 T4M IT-0' •g {� Allowable r x r x O.OYr x 0224' 20'-1'd 24'$d 23'4'd 273 d 21'-5'd 20'$d 20'-0'd tr$d IS'A I'd ir$d 15-1 d 1T d E r x r x OA7r x 0224' 28'-T d 25-1 T d 25'-r d 24'5'd 23'$d 27$d 2T-1 P d 21'4'd 20-10'd 20'3 d 15-70'd tr d r z r x O.Wr z ojw 90'$d 1 25$d I 2r-7 d 1 2r4Y d 25.0'd 24'-r d I 23'$d I 27$d 1 22-2-d I 21'-r d 1 21'-1-d d . . EET r x 7r x o.0lr x 03W 35$d I 33'-r d I 31'-10"d I 30'$di 2WW Ill 25'4'd I 27"$d I d 126.1 V d 1 25-4'd I 24.4r d 2,41-Z-2 Nott: 1.0 In remrtamMsd OW ds engineer be consulted on dry mhrs0aneous hamkg beam OW apabs nenm ffu n,r : Q 2.Spas we bawd on 110 M.P.H.vdnd bpie ad s dead bed for hamkg. tTB 3.Span Is moasured 1I conter of rennrsdkm to foods or wall connection: 4.Above opens do not k%l do lergdb of lose braes.Add horizontal dsmnee from upright to center of Mace to beam comaction to to above spry for lali?I boam spam. 5.Span may be interpolated.. OF ,as3naax✓�i-_. .............. »......,.d#•.s Ms.aF:: ,-s;lix.,..w .;,:... x0..: ,:feyI I 1 e, EitW3ieNYb :,au. Table 2 3 Schedule d Post b Bane on and Nunbw orMo-Belle RS*drod Table 2.S Mmkm=ANowabie Spans/F�Ms for AbwJnu n Paea � Table 2.2.1 AIIoWable At dxdable Roof Area Por Post for Grporls. Ab■rdm■■AM7I OOq Ti UtMy Shed Roof or Walls C7 " a■Wddsd be&b SAM!" C �� _ Patio Covers,and ottiar Open BuildhlOs-ALUMSIUM POSTS a1YrY■r■na ap.■! w6b As14d-7 a■dkn gad■■ qq umblufn BONN MINNOWS $TI■0•aoe■ L-0+12- IW MM 144 x 1r X 0.016'Rkw Pard + x 1r x uw Rtwr Pend wbd Lad■ +�siwi 11011PF1 1m MPH 11a I1Pfi im 11PF1 100&W ala Pad ab■ Iw■ SW■ itns■Bras• Krree smom Saar■ Wbd Ibudnn■rr � Mwdomr t Loatl■ 10 12 14 NaF 15 Is aw 3o NaF tl■U■w a■dAoNm Mors t i t 3 app 4 ap■a Mort. 1Il66■ 1&2 caniftm3 ap■e 4■p■ Ms 6-� .�. M■rdrarnrr AOoasbM Rad Arse in Fad for Valera Lova on Peat r x rx OA6a Floeow TN r z rx x000• 2 r x r x oAw !6 z x a rx4 xaa60•Haeow 31xa'xCOW 2 rxrxa050 MI 1000LP w-111 r4r a2• T-11• 100 IL S-' a S= _ Yaj LWAr:r:Owe• twwn-Aherdna■ e063 T4 sdf 110 N P N 4'- S4• S4• 1 e' 11 H 4:11• a•1 a +-11• CYC "J 1 1 2'x4•xa0ae•Xa1aD rXrxOA00 2 rxrxamr 09 1mm.P 4'4• 6' 116' 1 JAL 4- 4• -10• -+ �� 1 1 r:sxomo•xa1a0 rxa'x0.0e0' 2 rxrxaAio• 0e '12aM.PJL 4•-r sr s r-r 1 1 i � 1 1 rxrxoMrXQ.tm 7xrxMW z - rxa•XOA60• 010 m .N. 4'- -+ -2• 1'- _ LAJ ?zrx00�•xa12o• rxrzoA03' a z ?x4•zo03a 610 uON.PA s-1r 4•-+0' T-+r 1 + it. 4'.,r a s T- z x or 010 e0 N.P.N 9 4'7' 4 + N 11 4-1• 1 ^rr rxrxLur Gttrraloa-ApXdnonr lMT4 rxrxOAda'x0.1za rxrx0.0ar 3 2 rx rx0A60 �i rx6'x02r1X-- rxrxa00a' a 2 rx4•xoA60' i12 a 2.735 1 rxrxoA7rxo2w rxrxo.12r 4 3 rx4•xocw 014 1-1f2•:1rxaA�'t0arr Pard + X1rxo0>!•IWrrP�ral + 2'xPx0Ae2'z0300' rxrxour 4 3 rx4•x0060' 014 Wind 1lwdrar■rr / madm■m f £: -1 d a� M■ t � 2'xdIZ-7 75 1 4U •xo00rx03ee' 4•x4'xo.126' 6 4 ?:4•:OA60' i/4 Mos 1i4 Sap■ 4■par bffi 4i4 eep■■ 4oFar N■c ? �< Lad r. r z r x 0.040•Roo Fenrrad-Alr■dnum 31 IM4 Ter mixrrw■■wMr saws bees A(2) _ 2 O • M gad M alniarwr iw..ar.w M P N -to' z' -{ z 3' 1 -+ at1 $ lUAr 7-mlt 211 1 179 112 1 0erdmm pwomwa a t0 it B a-to' z-1' 1 4• m ' v NPA -t s-4• a -++ + a -++ i` 1 93 97 1 46 1.7-e 1AM 123 4'-1 5-11 0=1 1-1 1 g .g Height Load rxrxoA00• Formad-Alanlawr OtOSN-04 + TWe2A4 Fq~.MWdm=ROdAmforA@aOhadCifpwtPOab 1]O M.P.N. W-r -+ V-1 t 9 - 11 2. 1 so - tam i 140IIIn am I I've .P3L 4'4' S? 5.10' T-10• .N. 4. a Sia' ■ 160 M.P 4' �• 1 1 ,i 1.3Wx1rxLar CMdodPsad 1 - Lesd a x x •Abwdmar WS1 id'ar 42 M 16 1a 7s 11 1a x 14'z02a1'Cladad pard vbw Nuln■sa l Iladaramsmont IGO ab Yolafed tlpalt atsreww AebitaabM Red Aa■N agrwr.Fed lers 1 i'4 3 aPa 4� f 1 it 3 aPar 4� 0 + 1 01■r■■eM■r' 13 1 11 T4• a- 4• 7.11, 1 N IV 0 Z 0 50 t x x 1 22110 iLPJi T- 11• 4-1• z 1 N r -1 +1 V -s;serf+..Pmisclon-W. X : ' Fl�nd Ra�atAa.tL.ded Ar.-A:Podapeaeq x x t 140 OLP FIF a a-r r- ; N + r Z to W 0 W A-ax(m+OX4;ff8'-1aw-24.ado.N.-7vwcAro■'-+4DftPL x x 1 143 a -s -1 . Par■aa•POatrdlzamph wrdb■dduO1saPt.vert�� + x x 100 tLPH a? r$ rt z N -a• s1 G D G G J t.rxrxoA4tt HdowErdnraisrr x2' x 110 76 ad 140MP a -1 4 1 l.rxrx AC'rHdbdOwSsrxsxao40•NalonSadkrr x x tae u 67 1 Mlii S•? r• -9' 2U' 1 rt �� W M J W b,ape awrdear*"%a pod Magid d 1a-ll-fwA-140 Sq.PL and 120 MPH wed Mors,eras■ 1 + + F= Co � Co �N rxrxomrmldo-E*WmanNOTbeuadWraaanodywgpotarodf of114ftPL : x �0 IN u1 1 u1 1z1 rxlrxemarrod zLSIrPwd Thus.ddPr mud 41MW Will hdpd and MISS o4drwnwda •Raaaa■■bexiad■n aWdsd ewnraplR bade W � � a �Z 1ldw ye„d rsM■r■rr / re■e■rr■ ft14 1.apws rrw7 be edarpdeYd. eaMw 21ws 1 i 4 am 1 3 Seem 4"m MR 1 i4 3 opm W J V = 0 2 Par*oo4 mftcas muM*towdwo■adxraby20. 1.YObdMINK16rgb■10111M wrweMraMgdrwdNlaaa�rzYerNrxtApOr} WILP W-1 1 -11• 14' W-W 1 1 1 LL �" 2 a&40 pad■mut beam orin good=WMPr 3.ForOm■dwrdbbaorwre.rmrMPbdrow■Xdw■■ebyl.2b 1NNP -11 MY 7 -0 134• r-1o• 1 W4r Mras�fta him*(Mock xirz ")■2CbdswaradewehNs Prs �wdMddNadrp■da Jf Y- IT-t /1%.r as 1 y yLLTable222 ANaaPaWa AttrNiutablo Root Am par Post for Cs 13gt -r W1 . . 6-r 11a-tr JL. 1 _ Q Pagtr Covera,and otltor OpM BuNrflttpa•AI.UtBN 14. 1s MSF is 10 Zt Mar N.P N a t a4• sr 1 .1 11 Q Z N Post 1 1.73461 Raw■R■efPsedapwr-•Ir■■alr.am.■ r Wbd Land- 100 MPN 110 MPRM�1mm UM 743 MPH 140 MPH 140 i i W NPH _ Isla � � aalw r� Appled Land• 106raP 12 NMF 14 NSP 15 MSF lamp now x 02 66 1.brdi r x r x OAae'E.dnrdon d 06dgsn J9)1a by 2e%arsams alsd ens Q Ilwdras■r A6aweblsRadAreeM Fad for flelwMwdm4rmOPmmportYdeMmYrdthrnrmpyYgwr■darur■WbrsaMemaemax■pplWlad. 2.apsesmeyb•NMpaldad- 1 Lad rXrx0.000'1idlowt3Mrale■-Abwrbwa ppT4 t'�srMlePtlRalirrrYmaaw-7T.APPMdIa■d0tr11001PMwbdaas-2NIa�FL.t�tanp■d-Tyx44■1.6400 Table 2.5.1 Allowable Sb1d H@Wft 215, TsbM 2.4 2 Raab#atlao Of �&tads Framed WNh i}A01N A1laltbuea lldrMalblli 2M271igai = : x x SOBS T-a Akmakmm Alley(Fb`+15,000 paQ a i=Fi NdubtLad rxrxatm•tio6swlsrdrndarr-Abarer■s 60eaT4 ad RsdYw-4x1.6'x2o'x+1DaC°(IMPw4Mx 9w 4 230 ToW- I IF Nwdmrna Asaabla tr/Daeed■o Y w 1Y r 191-1- 1 37a 173 - x x x - 134 SdRaNM■no■-4X1.Q':4.6ax110�)x22D'j-14015•Tdd. 'Mr _ Lead 10 12 14 tf �+ Lad 4:x4•xalm•Ilelbwt3lnrsion-Alwaean NpT4 - k z x ■ LesdYlldbr rxrxaA/4'Nerart3druNea C SdR■ddwse-1t2AXWxt1.2- 1 W 10- 11d d 1a-+0• d 1a3' d 104• d 0-10' d r4r 310 Tdd- ad• lV4r d as d a-1r�d e'-11• d a1'd a-1r d x x x • LmdWidle xrxaOiPHo6ew ad Rrddwse-14227 x W x D-2- 17660 10' 1z r d 1T4• tl +a-1 4 1p r d +a-0' d e4r d Co T - 40• 117-7- d P tr d a-S• r4• d a-r d M' tl StNI Post ow VUW9-LW x x x - W IIPYd Lard- t0a MPN 110 MPN 1m MPN 123 MPX 1a0 MPN 1M i 160 S01 Rrdrlwse-I"x W x D•2- 6 Led W7dlb r:4•z 0.000'Falb l3Wwlen Tdd- 8- 20-tor' d 1C-r 4111 a4• d 1a4' tl +r-1o• tl 14d d Local- 10 0faF 12 MSP 14 MOF Y NOF to NMF >O MSF z x z - 24• lar d 1T-1• d 121' d 12 r tl d t?-1' b LLI 4' Ilwdr■ran Allmobb Rad Aas InFadfw Varlars Lads ore Fed Sol RrblwXs-14227 x W x D'2• SO .Lewd rxrxu Pad-40tralil" T - +.Thee 0ere0dWelasift' IN-rwerrsduedOoiRiINhaOomeflopP�fotapdb■romplde, x x x t apmmWbeblorpoWtl. . 1 531 45 MF 41 49M adRosYlraa-142a7XWXD-2- - a p 1 403 4M 0 ISOTaNI- - ;. 0- ■ : : x ■ Land r x r:11 Ped-4e a aJ and ad Rarbt�rs-14227 x W x D"2■ ToW• ` O Table 2 S2 Allowable Stud MalOhb FarjM1MPHwedaors.rrrwinwnWMlro■■aladrgewP --1SMW- TRPLEB ix Aa■diemdam■forrxrxrb7A0e0liWW-WBF msdma■AseraMe 7lltlaaede■Yor Y Land 4•x4-X4Port-4ab.■.LOYN sora,M■ea■■Nerodae■msxrxsfaaOrgaR'NOMPHwrazwr, yOmdZarre 1001MN lie MPH 140- tp IagOMtt Sw4e«�a+OayrQ7aF Cwipowwado0wyas■OwwbYmd Ls■d 1�NaF uiAF a 1gSmF 10fIaP a0 ' ar..•aZr aF 1121-4a62 aF rwe4a6 aF. 1715 1 am 1 511 1 4 La■dwWtlr rxrxLDW Bea 1r 11'4' all tl to d a:1r d B4' ! r-10- d s�IM MrfAta rwrCls.-'A;Prd■r■rM�e:■rwnP+■Mer•`w 24' 0'-11• d C4• d -6=1 - d b:ttr' d 84 d 6:10' d A■ixlwR+GNj■1r-w,w-w wd OA.-7*mw■'-110■4R Lad WWtlr 4•xr XOA60- Baa a w■t3 t0•prtedtal-µfworie■rd+�sl■r Rr■rearra.e 1P 1a-10 d 17-11• d 1? ;• d 1z-1• d 11=1a• d Ya d > Ej %rxrxatare4wsrrra 4P 1Z-1' d 11'4' d 1a d as• tl 1ar d a l' d14 aNsntdMMdldwe•rxrxwar Wd■-■■r4■e ejohmw firm■prtN■MrdWrfwA-aa■FRe/mllNMdfr■a aaarxr:aVlridr■ladwwA' nDrWx■M Y■■xa•■y■p■R•wdaadRm■aR 1.Tis■bamland Show"lWai ora as■a■■d lYygyr llw bda■atop ty■Ieblopabaawrr pMM. _ 9 SHEET 1rur.a.ynr.rrar+rarwa.M+wwa.e+�■r-.r. 2.Sormmrgrb•YMwPaYsd'. :are■.drd■sx■w■raiYre■■rlwr■eer■Msa. 7D OF 10 t Table 9.2.1-110 Allowable Edge Beam Spans-Hollow Extrusions Table 3.2.1-130 Allowff Edge Beam Spans'Hollow Extrusions Table 322-120 Allowable Edge Beam Spans•Snap Sections Glass I Partially Enclosed Rooms Glass I iPartially Enclosed Rooms Glass/Partially Enclosed Rooms For 3 second wind gust at 110 MPH veloctiy;using design bad of 30 NiSF(36#W for Max.Cantilever) For 3 second wind gust eRt 130 MPH vel0clgr;using design bad of 42 NSF(50#13F for Max.Cantilever) For 3 second wind gust at 120 MPH vsioclgf;using design load of 36 NSF(43 NSF for Ma Cance) Ahaninum fop T4 _ Aluminum All 6063 T4 ADaMmen AI 6063 T4 X x2x0.0 2"x x x x Extrusion Load �1121 f an 1'!(Yellin b'a ds6mAlon' Load Mu.S 1'/ b'a deMetlon' Load Mac. n'L'/ b'or dem MOLy kkh •1 6Mc L'/ b'a deflection MIL W(tL) Mex. -L'/ b'a defection. WWth(a•) 1't b'or Ylfdtlt 11001fp00 4 8tren tdfldtic UCzndam ')1 i 2 Span S Spec 4 fpm Gr (ft')las Span 3 4 Spen 1 i 2 fpen a Span thenCantilever 1 a 2 bpm 3 Span 4 SpenMax. d 1a2Span aSpan 4fpen f ' d 4'4- b W-7 b 1'•7' d 5 4'-1' d 4'•10' b 4'4! b 1'-2 d 5 3•-4' b 3' -b Y-T b W-11' d 5 Y•T d 4'-t' b 7-11' b 1'-0' d 5 4'-1' d 4'-ICY' b V4r b 1'-r d 5 5-5' d S-2 b S-1Y b 1' :• :d b 3W b 5-1T d f 3'-4' b Y4r b 3'r D 0'-11' d 6 T-10' d 4'S b 4'3' b 1'-1' d 6 Vr b 5'-T b S-6' b 1' f Y-T d 4'-0' b Y•11' b 'I'-0' d f 3'-10" d 4'di" b 4'3' b 1'-1' d 6 3'-1' b 3' " `d 7 Y-4' b 74! b Y-T b 0'-11• d 7 3'-T d 4'-1' 6 3'-11' b 1'-0" d 7 7-10' b 3' 6 3'-1' b 0'-10" d 7 Y-!' b YS b 64' b 0'-11' d 7 3'-T d 4'-1' b Y-i t' b 1'-0' tl 7 4'-0' b 5.2' b S-0' b T :..d t Y-1' b Tor b Y-4 b C'-11• d 6 T'r b 3'-10' b Y-8' b (MV d 6 7-8' b 7- D 2-10' b 0'-10" d e 7-1r b_. Y-T b 74' b S-lCr d 8 7-5' b Y-1G b Y-8' b C-11' d 8 4'-4' b 4'-10' b 4'4r b I' d 9 2.11' b Y3' b 7.2 b C'-70' d 9 T-r b T-T b YS b W-11' d 9 7-' b 2 b 24r b C-9" d 9 7-0' b. Y$ b 7-11' b 5-10' d t Y-7 b Y-T b SW b V-11' d f 4'-1" b 4'-T b 4'S b 1' b 7-r b S4i' d 10 7-T bl 211• b 74! b 0'-1C d 10 3'-0" b Y-S D Y.9' b 5-11' d 10 9'-tt' b 44' b 4',2' b 1' 10 210' b Y-1• b Vr b C'-10" d 10 Y-T b 3'-6' b 3'4' b 5-11' d 10 7-4' b 7 --d 11 24! b 2'•11' b 7-11' b C'-10• d 11 7-11' b. 3'-3' b T-r b 5-10" d 11 7�' b 7 - b 73 b 5-0' d 11 2.6' b' 7-6' 6 2.8' b 5.0' d 11 7-11' b Y3" b 3',2" 6 5-15' d 11 3'-0' 6 4',2' b 4'4r b 1' - 12 7 T b 2'-IO. 6 7-0' b C'-10" d 12 7-0' b 3'-I' b Y-0' b 0'-10' d 12 7-7 b 7 b 7�' b 5�' d 12 74' b' 26' b 2'-T b 5-9' d 12 7�' b Y-T 6 7-11' b 5-10' d 12 Y-T b 3'-11' b Y-10' 6 1' 'd x x x x . Load Mac 1'/ b'a dasadlon' Load Mac 1'I 'D'a deMctlon' Load Mex n i'! b'a d•faetlon Law Max. 1f/ War deteeterr Load Ma 1'/ War deflection' WkNh�')1&2%m a fpm 4 Bpm itCand a YMldfh ')1 i 2 Spm 3 Spm 4 fpm MIDL Centilares width(ft)t a t Spm 3� 44m MOL Shaft O')1 a 2 3 Span 4 fpm RIM Wks*(�1 a 2 3 spm 48W 5 4'-4' d S-3' b 5'-1' b I'-r d 54'-10' d 5-t P d S-1'b 14' d 5 3'-10' d 4' b 4'-4' b Vr d 5 4'i' 6 S-4' b S,2' b YJ" d 5 S49' b 5'-0' d 5-1' d 1'-1!' d i 4'-1' d 4'-10' b V4r b 'I'-r d 6 4'-T d 5.8' d 8-T b 1'3' d f 3'-8' d —7_-LT- b Y-116 b. Nr d 6 W-1" d r-10' b RS b 1'-7 d f Y-1G d 4'4r d 4'-10' d 1'-10' d T Y-•0' d 4'Jf' b. 4'-4• D 'I'•1' d 7 4'-4' d 54' b 5-2' b 1'3' d 7 Y-5' b Y b Y-8' b 5-11• d 7 7-11' d 4'-0' b 4'�' b 1'-1' d 7 748' d 4'-f' d 4'-T d 10' d 8 T-r d 4'-2 b 4'-1' b '1'4T d 6 r r d 4'-11' b 4'-10' b 1'-2 d t 3--T b Y b Yd' b 5-11'd 8 Y•e' d 4'-3" b 4'-1' D 1'-0' d f Y-6' d 4'-4' d 4'-6' d 1'-8' d 9 74r b 7-11' b Y-17 b 5-71' d 9 7-11' d r4r b 4'4r b 1'-t' d 9 2-11' b 3' b Y-3' b 5-11' d 9 Y-T b Y-11' b Y-10' b 5-11' d 9 Y-' d 4'-r d 4'3' d 1=r d 10 Y4' b Y4! b Y-r b CO-11• d 10 Y-10" d 4'S' b W-e b 1'-1' d 10 27-10' b FEb a Y b Vd0' d 10 Y4' b 34r b Yom' b 5-11• d 10 Yom' d Y-11' d N-T d 1'd d 11 Y-T b 3'-r b Y-6" b Cr-11' d 11 T-r d 4-T b 4'-t' b t'� d 11 28 b T b 211 b- 5•!0"d 11 Y3' b:`_7_7- b 3'�" D 5-1T d 11 3'-2 d Y-15' d 7-11' d 1'-0• d 12 Y-1' b YS b Yom' b C�-11' d 12 3'-8' d 4'-T b 3'-11' b V-Cr d 12 2'-T b 2- b ?•Q' b 51@' d- 12 Y-1' b Y4i' b Y4' b 5-11' d 12 3'-0" d 74r d Y-70' d 2'x 2 x Notes. � z Load Mac 1'/ b'a defadlerr Lar Max. i'I b'a tldleetlott' Load Mac. 1'/ b a defaalan Load Max. 1'i 7t'a dNleetl00 1.Above span do not lnucda larplh of Wee brace.Add hatemleF diebrtee Yom ttpdp6 b cenix dhcace b lown Co YYMfh(R) Will P4 w�'(f')1 i 2 spm a! 4 fpal WA'h(N I a s fpn 3 fpm 4 spmRIM cerxreuon b Sts nova for total been apw r3A W l i s fpm a fpm 4 81100 Cana I a 2 Spm 3 81100 4 fpm C00Werer 2 Spens may be imnpoWW. J p = 5 S-4' b 5-11' b S-0' b V4r d 6 5-15' b T-T b T4' b 1'-1 T d 5 W-W b —,jr b 4b0'b P-4' d 5 Si• b C-6' b 5 t' b V-r d 6 4'-•0' b 54i b S3' b T-S d 6 Sw9' b 5-11' b V-W b 1'-1M d 6 4'-1' b 4'- -b t3' b 1'4!' d 6 53' b 5-11' b 64' b t'4! d C' (� C.) Z 7 r4' b " b 4'-10' b 14' d 7 64-r b 6'-6' b S3' b 1'4' d 7 3'-15 b 4' ' b W-I' b 1--r d T 4'-10^D, S$ b S3' b 1'-T d Table 3.2.2-130 Allowable Edge Baum Spall•Snap Seellenl �1 f) � (r, 0 W ;y 8 4$ b 414! b 4'-T b 1'-Y d 0 V-W b SSP b 5-10' b T4' d a 3'-r b 37• b Y-!0" b 7,T d 5 W-T b S-11 b 4'-it' b V4r d (class(Partially EwJosed Rowes } � W Z Ul ? 9 Y-!1' b 4'4r b 44' b i'-3' d 9 5'-1" b 6'4! b S4r b 1'-T d f 3'-4' b Y b- 47-W b 1-r d 9 44' b 4-10' b r-r b I'-6' d por 3 second venni glut at 13o MPFi vslecRy;ualtlg dsNpn loan M 42 NISF(SO NJSF io Max.Carte : Z_ O p — — m 10 Y4! b 4a' b 4-I' b Fr—d 1• 4'-10' b SS b S-2• b 1'4r d 10 3'-2 D 3'- b Y-6' b 1-1' d 10 W-t• b 4•T b Vr b 1'-6' d AYaNmcmAt f063T4 � O.Co J W Q 1T Y-r b 4'4r b 7-71' b 1'-r d 11 4'-r b S-2" b W-11' b 1'4! d 11 3'-0' b 3' b Y3' b V4r d 11 Y-11" b 4.4' b 4;2' b 1'-t' d z X. W �— !2 Y4' b Y-17 b 74i' b 1'-7' d 12 4'-S' b 4'-11' b 4'-0" b 1'•6' d 12 2'-tT b Y b Y-7 6 5-11' d 12 Y-0' b 4.2 b 4.4' D 14' d Laed Mex. i'/ 'b'adesaWan Load Maz. 1'I 'b'a MQ Nobs: Nokia: YYldtb(f)7&28W 3 fp00 4 spm )1 a 2 fpm 3 Span 4 4M V V 1.Above spas do not be kxb lonpM or Wcee brace.Add hodmnW distancefrom upglrt b cenlar of brace b baso- 1.Abme!pans do not b (,m9Sc ofWss btaos..Add halmn0el dWmoa loom qW#A b oaaa ofbmoa b bean 5 Y-9' d 4'•4" b 4-2 6 1'1'~da f S-I' b 54' b 54! b T ~ Q C.4 �_ 00 Sp�be far rota beam spars• connection to the 2 S�maybe be j. bDd been stars- t X-C b Y-11' b Tr b 5-11' d f 4'4! b 5-2' b S4T b V-4— I 7 Y-r b Y4" b 74! b 5-11' d 7 4-4' b 4'-10' b W4r b 1' dVOIRO (t 7-0' b 74' b 7.1' b 0=11' d t 4'4T b 4'4' b 44' b 1' d Q J QW -°TAW Edge Battu Spall•�Neftor Edtruslons Table 3.2.2-110 Ailowa'O� f 2-10' b Y r b Y-1' b 5-17 d 9 Y-10' b 4'$" b 4-1' b 1' d (/) LL, :lies' ,Sla4td�lOOfhf Glass'/ 10 24r b 74' b '2-11' b 5-10' tl 10 T-r b 4'4T b Y-it' bLdZFor 3 second with v �aft d"lgn bad of 36#18F(43 N/SF for Max.Catilever) For 3 second wbM gust ilt'110 MPH velocity;YsNtg design load of 30 N♦8F(96N SF for Max.Cantilever) 11 2T b 7-11' b 7-10' D 5-10' d 11 Y s b Y-10' b Tor bd WAYaainwaAf ISM T4 AWminum 5063 T4 - 12 74r b 74r b 74r b 54Td 12 Y-3' b Y4' b Y-T bd Z N ;� : z 04 Load Mea.Seen 1'/ nmfln b'or dellectlon' Load Max. 1'/Medi b'or daMcllan Load Mac 8 1'f' - 'b'er da11se8a17 L,aed Ilaz. 1'/ Y a daMef00 Load Iliac. 1'/ tY a deMdlee V ,� 1:' OWL wk�la2fp00 3Span 4Spm width 381100 4fpatNNUL �m')1a2 3> 4fpatCantilever � ')IA2 3Spen 4fpenCantilever �M')1i2 3fpm 4Sp00Canatvw y ' ' 5 7-T d 4'4' b Y-11' b .Garmlevor1'4r d 5 Y-10' d 4'3' b 4'-3' b 1'-1' d 5 4'4' d 5 b 5'-1' b T-r d 5 5-10' d S-0' b V4r b 1'-T d 5 S-8 b 4'4Y d W-10' d 1'-10' d cantilever 6 7.9' b SW b Vr b -(r-11' d 6 T-r d 4'4T b Y-11' b 1'4• d 6 4--P d 4'- b 4%V b 1'r d 6 S4' d " b S-01' b V4r d 6 Y4r d 4'4' d 4-T d 1'-9' d 1, 7 7-1' b Y4r b Yom' b Ir-11• d 7 3'-4' b Y-9' b Y-T b 5-11' d 7 Y-10' d 4' b 4'-4 b !=I• d. 7 S-1' b S-a' b -S-6' b T-6' d 7 Y4r d 4'-3' d 44' d 1'4' d t 2-10' b Y,T b 7-T b a-10' d. t Y-1- b Y4r b Yd' b 5-11' d a Y-r d 4'- b 41-P b 1<5' d a 4'-0" Ste' b. 5-r b 1'fi d t 3'-4• d 4'-T d W-r d 1'-T d b 74T b C 11' d 9 4'4! b 540' b. 4-10' b 1'-4' d 9 7-2 d T-11• d 7-11' d Tor d b f 24! b Y4Y 6 7-11' b IY-70' d ! 7-1P b 73' b 7-2' b 5-1CI' d 9 Y4! b Y- r.. 10 2•r b 210• b 74! b Ir-an d 10 24r D Y-t' b 74T b 5-10' d 10 34' b Y b Y-T b 5-11' d 10 4'-3' b 4'4' b 4-r b i'3' d 10 Y-1' d TO d 3'-1P d 1'4! d W �N 11 24r b 74' D 74'. b S4T d 11 24r b 2-11' b 7-10' b 5-15' d 11 7.2' b Y- b 7-a' b 5-11' d 11 4'-1' b 4=r b 4-W b 1'3' d 11 7-11' d 7-6' d Y4' d 1'$ d 12 74' b 2r b 74' b 0'4r d 12 24r b 210' b 24! b 5-10' d 12 3'4T b 7 6 7-Y b 5-N' d 12 3'-t!' b 4�` b 4,2' b 1'2' d 12 7-11• d 7-r d Y-8' d 14• d p� Lead Mac. 1'I 'b'a dsMefm' Load Mac 1•/ b'a dalleetlon Load Max.8 1'I 1b'adsllsatlert Above spars do not bcclttds Mn91h of Woo brace.Add fcorlmrdd dfetrtoe Som u0dpht b cadr of brew b bean 1a2 38W 43M VAM�1i2Spat 3Span 48panMOL Vol tai•)cotnow I&2 a> 4fpmRIOL 2.��b� for laW6aarnapartc C Y hAmpgated- 5 4',2' d 4'-11' b 4'-10' b t'-2' d 5 W-r d V4r d S-T b t'3' d 6 T-- d S d S4' d ?4! d r _ 6 7-10' d 4'-r b 44' b T-1' d f 4'4' d 53' b 5-T b 1',2' d 6 4'-t' d d S-1' d 1'-11' d Q) I 7 74r d 4.4T b 4'-1' b IW d 7 N-1' d 4'-10' b 4'-6' b T-2- d 7 T-t0' d d a 74r d 7-11' b Y-10' b IY-11' d t Y-11' d C-r b 4'4' b t'-1' d 6 Y4! d 4'- d V4r d t'•6' ! 7.4' b TO b Y-r b Ir-11' d 9 Y-9' d 41-3' b W r b 1'-1' d 9 3'-T d 4' - d 4'4! d .14r d d 4.4' d 10 3'-2' b 34' b T-r b Ir-1T d 10 3'4! d 4'-1' b Y-11' b t'4T d 10 3'S d 4' W d 4'-2' d i'-T d 1/ Y-0• b 34' b 747 b Ir-11' d 11 Y4' b Y-11' b Y4' b 5-11' d 11 3'4' d 4'- d 4-1' -1 1'4! d 12 7-10' b Y.1' b 9'-T b Ir-10' d 12 3'•4' b YET b Y-T b 5-11' d 12 Y-3' d W.lql =IUMML - Nabs: of law brace.Add'9 h, d ddatce Som upright to beard brace b been m V/ 9t'a deMEd5 alar.f an 1'/ 00dln. 1b'a defeellon' 1.Above spas do not WdugR�� Wkhh MOLtotal bow spas. 1 &22W a span 4 fpm Cm')t a t Span 38W 4 SpmCindilever 2.Spans Mkcad1 rpoleleiA?t .. 4'-10' b S-3' b S-3' b S-t t' b fr-r b 1'-10" d _' c a 44' b 4'- 4'-10' b 64' b 5.4' b Sot' b T-r d 7 4'-1' b 4'T b 44r b 64! b 5-11' b Nr b 1'4' dt Y-70" b 4'-4' b 4'-2 b 4'-11' b 54r b S•4' b 1'-r d 9 Y4r b 4'•1• b Y-11' b 4'4r b 5-r b S4T b T-r d - �� • _ 10 Y-6' b 7-10' b Y4T b 1•-1' d 10 4'-S b 4'-11' b 44! b 1'3' d 11 74! b 74' b Y T b t'-1' d 11 4'-Y b 4'4! b 4'4! b t•-6• d 12 Y-r b i 34r b I 9'4r b 1 12 1 4'4T b I 4'4r b I 4'4- b 1 1'4' d 1.Above spens do not incbde Wvh of Was brace.Add hafmtnd dietanm from upright to cenbr of brace to beam cemecton lotheabon aP00e for Intel bamc rPas. 1 `t 2.Spens may be i erpolstad. _ - "�� •-sem a EET 8A OF 11 Table 3.2.3-110 Allowable Boom Spate for Miscellaneous Framing Beams for Glass I Partially Enclosed Table 3.2.&10 Allow"Spans for Ridge Beams with SW Mating Beams Table 3.2.5 Allowable Upright Heights,CFS Rall Spain or Header Sports For 3 second wind gust at 1110 MPH velocity;using design load of 30 WSF For Glass/Partially Enclosed Rooms For Gkoke I pJ 151s I"" Abweburnr Allay 6063 TB For 3 second wind gust at 110 MPH vebcW.using design load of 30 NSF Awnhwei Alley GM TB FbNow rod TnlbutaLoan WidthT Load Wiftyr'm For second wind gust et 110 MPH ,usl design load of 25#NSF SbrgN Sma4eetkq Marne 74 3'-0" 0"4 4'-0" 4.4 5-0' 6'4 0"B" 0"B" T-0' TS 6'-0" self Making 5-0` V-0" T-0• r4r 0"B•pip 1ff-0' 11'-0" 12-0" : Tributary add Widlh w■Purlin AllmebMSpan•L-/bandfing'b'or deoection'cr Aoowablm Span 1•/berelks b'or dmLmetlon V deetic" 3-4•' 1 T-31 I 4•-0• I 4'41' I 5-0' ITB- r x r z aAir Hdlw ".I 8'-r d T-70'd 7'46• d 7'-r d 5-70"b 6'4r b 6'-r b I 5-11•b 5'-9' b 5-T b S-5• b rxrx 0. O.I0r r-tt' b r-2" b T-T b T-1' b r-0' b VW b 5-0' b 5'-0' b Allowable Hal 'H'! W w r x r x 9A6r Hollow 11'-3"d 10'-T d IVO'd 9'4 d 9'-3• d V-11'b rig b r-2' b T-10'b T-T b T-3• b T-I" b r x r x 0.05. 0.100" IV-1' b IVO' b 9'-4" b 0"-r b V-7 b T-10• b rd' b T-2` b r x r x 0.044• HoOw 5-1' d 5'4r b S-5 b 5-1" b 4'•10' b 4'-r b 4'-5 b b ig-T bi 3'•11'b 2"x 4"x SAW x 0.10r 94 d 77 d 0"4 d 84" d 6•-0" d T-9" d T-0' d TJ' d T-0' b 6'-9' b 5-0' b 6'4' b 2-x r x 0.0 0.12` 12-i0" b 11'$ b 10'-10" b 10-1` b 9'•8• b r-1• b V-0" b 0"-3• b rxrx OAST Hollow V4r d 6'-2• d 5-11 d S-r b 5.3• b SW b 4-10'b b 4'4' 4'-0 b rxrx§Mr x 0.10r 124'd 11••6•d 10'-tr d 11Y4'd 7-11"d 9'-r d 94' d 0".0" d 8'-8' b 8'4" b CA" b T•ir 6 0.12r 14'3' b 131-2• b 12-r b 17'$ b 10-0• b 10'-r b 9'-r b 74' b rxrx 0Aw HoOm V-11• d V-T d VW d r-1" d V-10' b 5'-0" b S-3' b r x r x o. I• 6 4'-11' Y x 1 x 0.080'x 0.12' 14'7 d 73'4'd 173'd 1:Y-1'd 11'48'd 11'3"d 10r-11"d 1073'D 10'-0'b 9'3' b 9'4• b 9'-1' b kpr! tr-2' b 1T3' b t0"-2' b 13,31 b 14'-3' b 13'-T b 12-17' b 124' b 3`x 2"x 04.70" Hoaw T-9' d T3" d T-1' d r-10' d 5-r d 54' d r d r x r x o.o r x r x 0.940" Hollow 0"3• b T O' b 0"l• b V-11' b 0"4 b 0"3 b 5'-11' b d 5'-10' b 53• b r x r as x 0.120" tV-11 d 1S7 d 14.3"d 1:rig"d 13'3'd 12-10"d 123 b 11'-9"b 11'4"b 10'-11•b 10'-0"b 1 V-r b r x 8"x OA a• iff-T b 10"-71' b 15'-9' b 14'•0' b it-t0" b 19'-2• b 12-r b 12-0" b b 5'4r bi 54• b Yx rxOAW Hollm 1V4 b ff-11• b VW b 5-10" b 0"4• b -11" b 77 b - rxTx0.06-adbrrt tri• d 18'4' d 1T4 d 154 d 15-0' d 15'3" d 14•-11"d 14'-T d 14'-2 d 10"-ird 13'-8• d 13'3' d 2-x9"x04. 0.224" 20'-0" 6 18'3' b 10"-1' b iS-it• b 154' b 74'.T b trr b 13'-0' b b T-1• r-t0" b r x r x aO7r x 0.214.' tff-11'd 10"-10'd 1T-10•d iT-1•d 153'd 15-10'd 15'4'd 14'-11'd 14'-r d 14'-1'b 13'-T b 13'-2'b 0.310' 22-2' b 20'3' b tr-0" b 1T-0' 6 10"3' b 137.8• b 14'-11• b 14'4• b 2•x r x 04.60" 1 3• d 14•-0• b I Tr b 12-0" b 12-1• b 11'-r b 11'-1• b b 10'.9' o ff-11• b 0"x 9`x 0. r x r z 0050' SOLB. trig d 15-8" b 134 14'-9' b 14'-0' b 174• b 12-t0"b r x r x O -x 0.114• 21'-17"d ZO'-r d 1 r-T d 1074.'d 15-0`d 1 T3•d 15-10'd 154'd 15-10"b 15.9•b 14'-9'b 14'-3'b 2••x 1p•x p _x 0 20'-T b 24'4• b 22.6• b 21'-1' b tff-17 b I V-1r b 1T-11" b 1T-T b +P b 11'-iP b 11.3• b rxrx OAST x 0.3or 22.0"d 21'-6'd 204'd 1lW d 153"d I-4r d 1T4 d 15-11•d 15.8'd 15-1.d 15-9'd iS4 d rxrx 0.044' r-11' d 6'-r d 8'3' d 5-0' d S'-0• D 5.8' b 53• D 1• b 4'-1 b 4' b 0"x 10"x 0.09r x 0.360" I 2T4"d I 25.0"di 24'3•d xr4•d I 273"d I 21'4 d I 21•4'd I 20'3'd 19-10"d I 193•di 15-11"d 1S'3"d Notes: r x r x 9A4- 91" d r-10' b C-i" b rig b TS b TS b 54 b la r 0"4 b 1.Glar Rooma'"fT ave Wr d aluminum hams winches fi gads ewes nsi res bdesignedof b 110 hr M.P.H.wind bad r x 4'x OA4r 11'3• b iV-10"6 19.1• b 94 b ff4 b r-r b 8.3• 1' b T3• b T3' b b e above uppht alxr h loo er 00.elon dimension addtlonN Bernie b not For 3 second wind gust, velocity,tea desload of 30 OW Double 41NfdMtlng am. 2.0" i•-0' 0"B- .r-0' 4•B" T S-0' r n�vWtln 0"B" 0"3- 0"3- 0"B' 0"4 2.Tables aaxum'�.rdnabn aNrtNd wan bqr axtruabn dhrnermbrr DraMl b applied Iced. ANowabN 'L'/ b'a0"defNatbn'd• 3.Burne may 4' T Load tMdf,w Predn TS r4r dmetbra 0"B•' 0"B- 4'-0• 0"3` ;.t0. 0"r . Ir r x r x o.07r x O.SY4• 25,2'd 29'3'd 72'3'd 2'1'4 d 20.3'd 19-11'tl 194•d IF-IOdi irl'd lr-10"d 1r3-d 1T-1"d Allowable W 1 -Wor rxrx 0.070"x 0.224• 2T-T d 25-11•d 24'-0`d lir-T d 22-0•d 21'-11•d 21'•7 d 20'-r d 2d-1"d 19'-T d 19-2-d 18'-9•d Table 3.2.4-1 V SPS for� with�Ming r x r x oAw HoOm S3' b 5.3• b WA V b 4'-r b 4'3' 4%T b 4'-0' b b T-r b r-r D r x r x s ver z 0300" 2ff4 d 20"-0•d 2ff3 d 2131-1'd 24'2'd 294'd 22-r d 21'.11-di 21'4•d 20'-10"d 20'4'd 19'-11•d For glass I Partially Enclosed Rooms r x r x o. Hollow r-1• d S 8' b S-5' b 5-1• b 4'-10' b 4'-T b 4'3' b b W- b 7-11• b r x 10"x 0.011'x 0.360• 34'3•d 324 d 30'-0"d 23Y3'd 20"4'd 2T1'd 2r4 d 95'4r d 2540"d 24'3•d 23•-tr d 23'4•d Fpf 3 esCOtld wind Yet d 1�i�Ft x r x OA4r Hoover 8'3• d V-2 d 5-11• b 5-r b 5-3• b S-1" b 4'-10` D 4'B• b 4.4" b 0 �b.unit d r x r x o " Hollow T4' d r-11-d 0"4 d 54 d 0"7 d 5'-11• d5'4 Db 51- b 5 b Nob: T Lead MGM w PnwWn rxrx0A4- Hoover TS b 0"7 0"3' 8'3' b 5-11• b 5'-r b 5'3• D S-0" b ig-10'b 1.O N ram.tea OW the engineer be arner4lad a0"any rtbaearuous 0e.* torn Dat apm mora ttw 4V Self Matlng p1lero 0"B` 0"B'. T-0' 0"i' 0".0' 10"-0' 11'-0` 12B' r x 4'x OAir 9-10" r-T b 8'B• 8'-0• b T r b r3• b V-t 1' b D 0"S D 2.Spero 0"a bred on 110 M.P.H.wind bad plus deed lead for hamhq. Aorrsbls i•/ 70"e0"dmLecavn'd' '� /3 tri 124 114 b 1V-T b 19-1• b D 94' 4 9-0' 4 e!f 9.Spry 4 nawxad ham ower d oonnecson b frcls or well aonectivn. xL"x ilAw M.& 1ff4 1347 b 14'4• b 174- b 12.10"b 17-r b 4.Above spry do net Yxhda Nrplh d lona brace.Add hodmntel disMoe from upftm b order of'rava b beam connection b the above spans for solei r x 4 x 0.044 10r 0"7 b T3` b 5-11'- D 0"S b 8'-t• b 5-0' b 53- 4 5-3' D b 10'-10'b 10 b barn Apra• r x r z 0 0.1ar iQ-1- b 0"-r b V4r b. T-11• b rB' b r7 b V_I(r b r-0• b r x r x 0.04t•• r3' d 0",Y 5-11 5-T b 5.9' b 5-0• b 4A b b 4'3• b 44" b N W rxrx 0.040" ff4 b W-1' 4 T3' T-1• b 8'-0' b 0"3• b 0"-2' b 5.Spero may be ertarpolabd. 2"=p•=p 0.12r 11=a' 6 10'-0" b 9-10" b 9.97 b ff4 b 0"3• b r-11- b T$ b 1' b Nr 54 b Q O .0.110• ir7 b 12-0' b I VA" b 10'-e b 9-10' b 94' b 0"-10" b r-0' b 0"x r x L$W 10'3• b 9-t0" 9 8'-8- b 11'-3- b T-10" b Tor b b 0"-11" b Ir b _] r x r x 9.531- For 3 second wind at 130 MPH .us bad of 35 tNSF r x r x 0.05- kNM 1T4 b 19-11' b 14'-0' b 10"t7 b tr-07 b 17.4' 6 11'-i0" b 11'4' b - Q Q 0 Z Table 3.2.3.120 Allowable Boom Spans for Miscellaneous Framing Booms for Glass i Partially Enclosed r x r x 04.70" �� 19 1 T b 133' b 14'4' b t.I b 12-8' b 12.0' b 1140 b MAI"T b L wad�r��P"'0." J�(n (' Q CO) Fw 3 secon'wind gust at 120 MPH velocky;using design bed of 36 tNSF r x r x 0.226` tff4 b 1ff-10" b 15'•r b 14'T b trig b trot b 123• b 11-11• D sedbra 0"B- 0"3' 1-0' 0"B• r-0' 341` 0"B' 0"B' T 0" } W Z J Aorhwm Alloy 6063 TB r x 1 x 0.062' 4.31r 2'3 b tri• b 1r-t' b 15-11• b 15-17 b 14'4' b 17.0" b 17-t• b / b• Z Q 0 Ho0ow sad T Load Wider r x ifrx 0. �x 244' h 27-2' 4 20'B" 6 19.3' b 10"-1' b 1T7 b 40"3' b 13-07 b 2-Y Y x 0.035• Hollow 5-0' b 54` 4'-�' b 4'-9' b 4'3' b 4'3• b ig b b 33• b 4• b > Q U) _j W t� 6'Dgte BiNFYatlrq Ywae rd S'-0' 0"-r 4'-0" 4'4' r-0- 0"4' r4' 0"4• T-0' TB• 6'-0' Hobe: r x r x BAw Hoow 0"7 d 5-10" 4 b 7 b 4'-11' b 4'4 b r4r b �• 4.7 D 4'M b W D C ~ Allowable 1•/band b•or daMetbn'd' Ir t+? 1.64u popto kiii 10.above addition d stake hams wkdvee witlr o I pray that w de In not b i 70 M.P.H.wind load r x r x omr Hollw 8'-1P d r-T d 8'4' d 8'-T d 5-10" 5'-T b 54' b b 4'-11• - 4'•6' b (J m pp r x 4•x 0A0r Follow 0"'- d TS d Tl• d 8'••11• la r-T b r3 b r4r b 54 b 6'4 b -11 b V4r b 4'-11" b �u lo t above ngripld eizam hnaaesr the abarp0n p thw oda al to flamed te net wquMed, r x r x OAw Hotiow T7 D -r ff b 5-10" b 54 b 5.3 b V4r b b V4r 4'4 b J F=•. Q tV Z r x r x a.9sr FFo0ow 1P-T d ff-11• d 93• d 9-1• d r-T b ll'-r b T-9' b T3• b T7 la r-11• b 5-0' b !i'3" b 2.Tables awurtir.�udOn aMnlad wOh hepar rdrusbn dNnaraNn prdMl m appeal loot. r x r x0.030' H000ar 9-1" b V-W -11' bI T3• b T-1• b 8'4r b 0"3" b b 5-11' V4r b - 0_ _ 0"x 4•x 9.044•x 0.100" ff7 d 0"3' d r-r d T•10" d T-T d T3• d 8'-7 T b 54 b 0"3" la r-r b 5-11" b 5-8• b 3.Spry may br'i r x-x 0.050• S.M.B. 13'r b 17-r 6 11'-5• b 10'-10"b 153 b 9.0" b 94' b 1•.b B'-8" b V4• b IX (m Q R V U rxrx 0.0dr x 0.100• 1113 d 10.4 d 19-7 d 9-r d 94' d 9-0' d 8'-r b 0"3 b T-11• b 7'4r b T4• b T-2" b r x r x OA60" S.M.B. 194• b 14'-2' 6 153 bi 12.8• b 11'-10"b 114• b 19-10"b 2"x 1 x OAST x 0.12r 134• d 123' d 11'-11•d 11'-5' d 19-11-d 10'3• b 9-11• b B'B• b 9'7 b V.10" b 8'3• b W3 b r x Y x O.M4' 0"7 d S-t0" b 53' b S7 b 4'-10' b 4'3' b 4'3' b 19-0` 9B- b 0 Q Ir Q b ig-1' b 0"-11• b Q U) J r x 7"x 0.006'x 0.120" 1 S7 d 14'3 d IT-r d 17-11'd 123' b 11'4' b 11.3 b 10'-9' b 10'4" o ff-17• b 9-T b 91• b Table 3.2.4-1'310 A SpYM for Ridge Beams with Sod Mathp Beams rxrx ff-• 4 r-11 b 0"-T b 8'-3' b 3-11• b V4r b 53 b S-1` b LL r x r x OAST w insert trig• d 1T3 d 10"3` d 1574 d 15-1' d 7s-r d 14'-1- d 13'-8• d 1314• d 131-0• d 123" d 124• b For Gins I Partially Enclosed Rogue r x 4•x 9.940• 8nap 9•1r b 9-t` b 0"3• 01 W-1• b F-8 b0"3 b 5-11' b b 0"3• D 0"3 6 Z a- r x r x OA7r x 0.221` 10'-0r d ir-r d 16'-t0"tl 16'-1• d 153' d 74-11•d 14'3' d 19'-10"b 134• b 174r b 12'-5" b 12-0' b For 3 second wind gust at 190 MPH veiOdy;using design hold of 42#18F NWsa: U.l Q r x r x OA7r x 0.224" 20'-T d 10'3• d tri• d 17'-r d tr-11'd 1ti4• d 13-07 b 15-0' b 14'3. 6 13'-11•b 13'3• b MY` b 1.�spars �do��d pas bras•Add hor6aweN dNtmnce f om upright o on AN of brace bVi wn mrrastlm to pa.. W Z_ N T los Wkfthw+heon r x r x oALr x 0.3M" 21'0' d 2D'-1"d 19-1' d 13'3 tl 1T-T d 10"-11'd 10"3' d 15-11'd 15-r d 157 d 14'-9' b 14'4' b Areons 0",9• B•B• Td` 0".0' r-0' Will11'B" 12B' 2 gpw rts for 6 kdrppNkd. O. r x 1r x 0.000"x 0.3$0" 2S-0' d 24'7 d 27-11-d 21'-11'd 21'-2- d 2r3• d 194r d 19-2• d 18'-0- d 10"3 d 17'-9' b 1T7 bso 4 AoowebM 1•t b•erdadrtbn'd' r x 4"x 0.041 -10r r-7* p V-11• b 6'3• b 5-11'. b- 5r b S4• b 5-1' b 4'-11" b Load Width 4.791. 0"l' b VB• b T-1T b TS b 0'-11• b 8'-r b 0"4• b 8'-0` b Double Sr 4fied g arms 24 -F 0"3• 4.-9' 4.4 0"4 0"i' r-0• 0"B" r_0" rB" r-0` r x-x 0. Allowable i'/ W or deflection V r x r x 0.0 4LUr IV-10" b V-10' b 9-2' b: r-r b 0"-1• b Td b T3 b V.11' b. i rxrx 0.050", 9.11L" 17-7 b 11'-1' b 10-7-b 9=r 6 0"-i' b r-r b 0"7 b MW b r x r x LA7r x 9.2W 2314 d 22'3 d 21'-2' d 20P3 d 194 d 18'-1r d tr7 d 1r4r tl 1T-r d 15-10"d 16'3" d 18'-1' d r x r x 0.05- I� 1d'7 6 1W4r b 153' b 17-10" b 12-i• b 11.3• b 10-11• b 19.6' b r x r x oArr x 0.224" 25-11'd 24'3' d 23.3 d 22.'-r d 21'1' d 29-T d 79-11'd 193' d I V.11'd 18'3• d 18'-0' d 17"-W d 131.0" b 14'4• b trig' b 77•s b tt'•9' b 11'-1' b 19-r D 197 b rxrx LOOT x 0.306• 2r4 d 26'-01 d 24'-9• d 29'-r d 22'4' d 21'-11'd 21'3 d 21'43 d 29-1• d 19'-T' d 19'7 d 1V4r d r x 6'x oA7Y rxrx 0.070" �� iT-t" b 15-r b 14'3" b 1rB• b 124' b 12-1' b 11'4 D 11'-0' b (�•� r x it x 0.09r x 9.3w" 3r r d W it d 20".11"d 27.4 tl 20"4 d 254 d 24'-11•d 24'-r d 2374- tl 22-11-tl 274 d 21'-11•d o.31r trig b iT-1' b 15'-10" b 74'-10" b 13'-117 b 13'-3' b 17-T b 12-1' b �r Hob: r x r x oAsr 1.h 4 rommmenclod Bat fa rrgin ar bs c, m", a0"any nrI kneous fim.6 p bum fat spwmore then 4V r x 10"x 0. 224 b 20'4 6 19-0' b 1T4 b 10"4' b 15-11• b 137 6 14'$ b _ �• .ter 2.Spry era brad on 170 M.P.H.wind bad pea doW bad fa fearing. Noise: 1 a 3.Span letea eamad IFom larder d axr edbn b Teale or wallmnraaion. 1.Cine Roone:'i n dapndrpnn hams wYndowe w9h gads pones VA 0"s designedb 110 M.P.H.wbd bed 4.Above aero do not Made lamb d pee brace.Add Mdrordal dbNnce fan b ca 4. brace m bum o rinecdon b da above spans to total ragniamernbr b'dhResew uP alar Mcrasaas nes Waplh.r 61�ad 111 kaninp knot mikki ad. C •f beam spwo. 2.Tablas eesurtdPcPdnmi^arlmisd wan loner srtrrobn dnranobn pwvW b appasd lead. f- 5.Spra nay be bMPolabd. 3.Spans may bAPOKPOINO& _. ® > Table 3.2.3.130 Allowable Sawn Spans for Misceliansous Framing Beams for Glass I Partially Enclosed m For 3 second wind gust at 130 MPH vohoc!W.using design bad of 42 WSF 5 W Aluminum Alley L T3 W i O Flooar and Tributary Lead WMth 0D XX< j sbgle ow-kein g awns 24 I rig 0"4r 7 4.4- 1 4'4" 1 0"B• SB" 1 10"o" 0"4 0"4 0"B" 0.•-o" V LL ANowsbMSpan 1T I beralkwWor deflection'd' - C W •r I 0"x e•z o aso-FFallow T-10"d Tl' d 941' b 6'•e la r-T b b'4 b 5'4 b 5'3' b 5.1' b 4'-10' b 4.4 b 4'-r b Zp r x r z OOLr Ha9ow 19-1" d 94 d ff4 d V.d' b T-11• b T-r b T-r b V'11' b 8'-r b 8'£ b ti'-r b 5-17" b ab• Y x r x LOW x Liar 0"4 d " d T-10' d r3' d T-1• b W4r b 5S b V-r b 5-11" b 54 b54 b 54' b rxrx#AWx0."r 10.-10"d 197 d 94 d 9.3` d r-t0' b 64• b r-11• b T4" b T4' b T-1" b 6'-10" b V-7' b -- r x r x 0A0a•x a.i2r 124 d 111-111 d 114• d 19••10*b 19-2" b 9-0' b 9'3 b V-10" b 94 b 8'-2' b T•11- b T3- b 2"xrx0AWx9.12r 14'4 d IT-r d 12-11`d 12'-r b 11'4 b 10'-11'b 10'3• b 9-11" b 9-r b 07 b r-11- b V-7• b 3 r x r x 0.00r wi boars 1r4 d trig d 15'-r d IWAI'd 144• d 13'-10"d 1313 d 10"-0' d 12-0" d 123 b W-10"b 1113' b } r z r x 9ATY x Os24` 1T-10"d 1ff-t0"d 15-11•d 153 d 14'49 d 14'-t' 6 19'4 12'-10'b 174' b 11'-17.6 11'3• b 7 T-I' b _ rxrxeO7rxOS24• 1ffT d 16'4 d 1T4 d 164 d IVO' b 1S3 b 14'-T b 19'-71"b trig b 12'-17•b 12'3• b 17-1' b &ACI rxrx0.092`x0.309' 20'•4• d 7r-t" d 18'-r d 174" d 1" d 18•-1' d 7S-7--0 15-r d 14'4 b 14'-r b 13'4 b tri b rxirxCJMrx11.3M' 24'3 d 22-11•d 21'-10"d 2V••11"d 25-1" d 193• d 16'4 d I" d tr4r b 1T4 b 154 b 1S•t1•bT Lead WldlhDouble 8eq�ing Bowra 24 7-0' 3' 4'-0" 4'-0' SS SB" r-0• 0"3" r-0" 0"B" 6'-0• ,_ /�,Allowable 1-•! Wordeflection•d' 'TrxrxOA7rx0324" 224 d 21'•Y d 2V-t'd 193d 16'-8` d 1T-1V'd 1T4d 1p'-10'd trig' d 75'-11"d 15'-r d IF-T d rxrx0A7rx0.2W 24.4 d 23'3' d 22-7"d 21'-1•d 2V3 d 19-T d t0"-ti•d 18'3 d 1T-11'd 1T4 d 1T-1• di 154 d - - EAj- , r x r x omr x emr 20".3• dl 2444 d 20"4 d 22-5- di 21'-7- di 21r-10•di 20'7 di 19-1' di 19'-0" dl 18'3 di 17'-10"d _. r x 1r x 9.90r x ojer 3V4" di 26'.Il'di 2r4 d 20"4- di 251• dl 24'4 di 23'4'di 22-11•d 27-r di 21'-10'di 21.1' di 2V-11'd - - r4T Nob: . 1.O N nmrmarviWall pthe engineer m be co bod on rry miswlWneous heMroBadpans nO ban smore Ow 40' V 2.Spare ased y we bon 110 M.P.H.v6W load pea dead bad for fawning. 3.Span be measured fan carder of c rracdon b fads or wan commotion. - - 4.Above spwa do not brehrde IrVM d pee brae.Add haisaad distance from uftht b d career brae to beam axroetiar to fro above spans for total R bourn spons. 5.Spens may be Interpolated. : OF 11 Table 3.3.1-110 Allowable Edge Beam Spans-Hollow Extrusions Table 3.3.14 30 Allowable Edge Beam SpaM-Hollow Extrusions Table 3.3.2-120 Allowable Edge Beam Spans-Snap Sections Glass/Enclosed Rooms Glass i Enclosed Rooms Glass!Enclosed Rooms For 3 second wind,gust at 110 MPH vebdty;wing design load of 23 NSF(35 NSF for Max CantiNwr) For 3 second wind gust at 130 MPH velocity;u5�design lad of 32 NSF(50 NSF for Max.Cantlever) For 3 second wind gust at 120 MPH wloelty;using design load of 27 NSF(43 NSF for Max.Cantilever Alumbum A9 6968 T4 Aluminum All 6063 TJS Abrdran 8063 T4 x :0.155*- x x 0.044 x : r x r x 6.044- b6,rbn 2'x r x O.a45" t�sim Zr'x Ma V I 'b'«defMetlart Load Max.s m 7.'/bmdhr b•«datleetlon• Load Macs m 7.'/(bendingb'«deMctlon• Load Max.8 1.'/bendln b'«des Load 1mr. 1'/ b•«de}bctlon Lead Max. 7.•1 b'«a6ee/mcn 11111101. Wldlir 1 8 2 spm a Bpm 4 spanAWL Wider ')Cordillever 1&2 Span 3 Span 4 Spm Can6� Width�')1 8 2 span 3 span 4 Span Can Mr. -Wkith�)1 8 2 span 3 Span 4 Speelass' WMM cantilever (it)1 8 2 bpm a span 4 SpanUseCantilever Width 1 8 2 Span a spm 4 span G�y� 5 4'-2' d 5-P b 4-/7 b 1'-1• d 6 4'-S d 5'-8' d S-4" b 1'-Y d 5 3'49• d 4'-3' b 4'-r b 0'-11. d 5 T-1T d 4'$ b 4'$ b 1'A' d 5 4'$ d 5$ d Ste' b 1'-7 d 5 8'-0' d T-1' b 8'-10" b 1'$ d d 6 94' d 4'3' D 4'-P b 0-11• d 6 3'-it' d 4'-T b 4'$ b 1'-0' d 6 4'-r d 5'-0" b 4'-10" b 1'4' d 6 T-r b 3'-11' b 3'-9" b d-11' i 4'-2' d S-1' b 4'-11' b 1'•1• d 6 5$ d S$ b @3' b t'$ d 7 3'4' d 4'3' b 4'-1' b 0'-iT d 7 T-1 I" d 4'$ b 4'$ b T-Cr d 7 T-r b 3'-T b 3'$ b 0,_,Fd 7 3'$ b 3'-11' 6 3-10' b 0'-1T d 7 3'-1T d 4'-0' b 4'$ b 1'-0' d 7 5�' d S-0' b 5-10' 6 1'-4• d d • 3'4' b 3'$ b 3'-P b 0-10' d s T-T d 3'-ii' b 3'-10' b 11-11" d a T-r d 4'�4' b 4'-r b 0'-11' d a 3'-0' b 3'S- b 3-3" b 0-1 a 3'-10' d 4'-5• b 4'-3' b 0-1T d J S-0' b S-T b SS b 1'-4' d 9 3'4' b 3'$ b S$ b 0-10" d ! 9'$ d 4'-1' b 3'-11' b 0'-71' d 9 r-10' b 3'-r b 3'-1" b 0- d ! 3'•1` b 9'$ b 3'�' b 0-10` d ! 3-8' d 4'-r b 3'-11' b 0-11' d 9 r-W b S4' b 5-1' b 1',3' d d 10 r-11' b 7.4' b 3'Y b 0'-10' d 70 9'-2' b 3'-T b 3'$ b 0'-10' d 10 3'$ b 3'-11" b 3'-9` b 0-11' d 10 r-8' b 3'-0' b r-11' b 0-9' 10 3'$ b 3'-11' b 3'-9' b -0'-11*-d 10 4'$ b S-0' b 4'-10' b 1'.9'Id 17 ?� b T-r b 3'-3' b 0-10' d 11 3'4'-b3--r b T-T b 0'-10" d 11 r-T b r-11' b r-9' b 0-g' d 17 2'-7T b 3-r b 3'$ b 0'$ d 11 3'-4' b 3'-9' b 3'•T b 0'-10' d 11 4'-3' b 4'$ b 4'$ b 1'-2'12 r-11- b 8'3" b 3'-r b 0-17 d 12 3'-r b T-T b W-© 0'-70" d 12 7$ b r-9" b r-8• b W4r -d tt r$ b 3'-0" b 7-1T b O$ d 12 3-r b 3'-T b 3'$ b 0'-10' d 12 4'-T b 4'-T 6 4'-5• b 1'-2' x / x x0. Lod Mac 7.'/ b'or C) toad Mex. n 9.'/bends b'or 111 Load Max. 'L'/(bending b'« Laad Max. v/ W«daaeeam Lead MOL S i'/ W«dalleetlon'cn Spa (bending width(fL) Car wldN O1.)1 a 2$pen 3 Bpm 4 spm - Width�')1 a 2 apm a spm 4 spmAbm WIdOr 7 8 2 a spNIML m 4 BpmC. Width�)1 8 2 Spm 3 spm 4 apm 1 8 2 Span 3 Span 4 Spm 5 r4r d 5-10' d 5-10- b 1'-r d 5 54' d 6'-T d S$ d 1'4' d 5 4'J" tl 5'-1' b 4'-11• b 1'-1' d 6 4'$ d @-10' d 5'-71' b •1'-3` d 5 r-r d S$ d S$ d 1'41' d 8 4'$ d 5$ d 54" b T-r d 6 4'-11" d 6'-2' d 5-3' d t'3' d 6 T-11' d 4'-S' b 4'$ b T-0' d- 6 4'$ d 5$ d F r b 1-r d 6 4'-3' d @-2' d S-4' d 7'-10' d : - 7 4'r d 5-1- b 4-11' b 1'-1' d 7 4'-9" d 5-10' d 5-11' b t'-' d 7 3'-9' d 4'4" b 4'-r b 0-1 P d 7 r-l' d '-Ii b 4%V 7 3'-11' d 4'-11' d S$ d 1'-0' d s V4r d 4.43' b 4'-T b 1'-0' d a 4'$ d 5'-T d S$ b 1'-r d a 3'-T d 4'-1' b 3'-11' b 0-11" d 6 4-1' d 4-10' b 4'$ b 1'-0' d 8 T-10' d 4'$ d 4'-10' d 1'$ d 9 3'-i 1' d 4$ b 4'4' b 0-11' d ! 4'4' d S4' b 5-r b 1'-1' d 9 3'S' b 3'•10' b 3'$ 6 0-1 t d 9 3-11' d 4-T b 4'$ b V-11' d y g$ d 4'-T d 4'$ d 1'-T d d W 3'4' d 44" b 4'-r b 0-11' d 70 3'$ d 4'3' b 4'-r b 0-1Y tl 10 4'-0' d @-1' b 4'-11' b 1'-1' d 10 3'•3" b 3'-T b 3'$ b 0-1 19 3'-T d 4'$ d 4'$ d 1'$ d J 11 Tr d 4-1' b T-11' b 0-11• d 71 4'-P d 4'-10'b 4'$ b Fir d 11 3'-1• b 3'-5" b 3'4" b 0-1 d /1 3'$ d. 4'-1' 6 3-11' b 0'-11' d 11 3'$ d 4'-T d 44' d 1'$ d Q 12 3'$ b T-11' b 3'$ b 0-11' d 12 3'-11' d 4'$ b 4'$ b 1'-0' d 12 2'-11' b 3'4' b 3'-r b 0-t d 12 S'$ b 3'-11" b 3-10' b 0-11' d tt 3'4' d 4'-r d 4'-3' d 1'$ d '� x Load Max. t't b'«dalledlar' Nobs: al) Z Land alae 'L'/ b'«daAadirr Land 118x.8 n 7.'/(banding b'«daMotlerr' Lori Max. 7.'/Wadf b'or 1.Moya apms do not Include length d lease brew.Add herimnW rYarroa tom updgM b croon of brbca to beam (n Q W WIOtl1 ')1 a 2 spm 3 Bpm 4 bpmMOL latath�')CladNever 1&2 Spm a Spm 4 Spm cmtllerer ' ')1 a 2 Spm 3 Spm 4 Spm Can wrath�)1 i 2 a Bpm 4 Spm am 2�a to may be .ler WW bean opens. (Q� Q 5 5-110P d 8'-10" b 8-P b 1'$ d 5 r-r d 5$ b S$ b T-1P d 5 5'-2' b 64' b S-T b -F7-.L 5 S-P b T$ b T-2' b 1'$ d J Z Q a S$ d @3" D @-0' b 1'$ d 6 T-1' b 7'-11' b T$ b 1'40' d 6 V4r b 63' b 5'-P b 1'-3' d 8 s'$ b S-0" b S$ b 1'$ d - 0 C7 V Z 7 S,r b @4' b 17-r b 1'-4" d 7 S-T b T4" b T-1' b Tor d 7 4'4" b 4'41' b 4'4' b -T-_2_-__1_ 7 5-P b 54' b @-0` b 1-P d - Table 3.3.2430 Allowable Edge Beem Spans-Snap Sections J(n 65 Vr Q W a 4'-17 b S$ b5-2- b 1'3' d a V-7 b 5-11' b S$ b 1'$ d 8 4'-1' b 4'-T b 4'$ b 17-r d 8 6-3' b F-10" b S$ D 1'$ d Glass/Enclosed Rooms } 2 W Z 1„•- I 9 4'-T b 8-0' b 4'-11' b 1'-3' d ! 5-10' b @$ b @$ b 1'-T d 9 T-10' b 4'4• b 4'-r b 1'-1' d 9 4'-11' b F-W b 54' b 1'$ d For 3 second wind gust at 130 MPH velocity;using design bed of 32 NSF(50 NSF for Max•CantlMver) ; Q Q Q 10 4'4' b 4-77 b 4'$ b 1',2' d 70 5'$ b @-r b 5-11" b 1'$ d 70 3'$ b 4'-1' b 3'-11" b 1'-1' d 10 4'$ b SJ' b 5-P b 1-6' d A n 6053 T-6 Q 71 4'-1' b 4-T b 4'$ b 1'-r d 11 5.3' b 5-10' b 5.8' b 1'$ d 11 3'$ b 3'-11- b 3-9' b 1'-0' d 11 4'$ b 4'-11' b 4'-10' h 1'4" d x x W = M 12 5-71' b 4'$ D 4'J' b 1'4' d 12 5-0' b 5'-T b S-5' b T4s" d 72 3'4' b 3'-9- b 3'-T b 0-t t. d 12 4'-3' b 4N0' 0 4'T D 1'4' d Load Max. n 1'/ b'«daaae6on Load MaL W i b'«daaae6on �. m O z Nays Nobe: Width(ft)1 8 2 3 Spm 4 Spm Ca- WWth(it)1 8 2 3 Bpm 4 SparCantilever V Q N Z 1.Above span do not include Mfplh drone Maw.Add harfmMel distaas from upright to comer d brow b beam 1.Above span do not Include length d knee brace.AdA dbbnw gam upright b owdu d base b bsem. 5 4'J' d 5-7' b 4'-11' D 1'-1• d 5 S$ d 6'$ b @4' b 7'a' d L� oonwdlon b the sbaw sprrfor bW barn spry. connection b the above apace for total boom spans.. T U 0 � 2,g�.may be 2.Spas maybe Interpolated. 8 a-1 t' d 4-8' b 4'$ b 1'-0' d 6 S4' b 5-11' b 5-g' b 1'4' d C) ' U 7 r$ d 4'4' b 4'-r b 0'-11' d 7 N-11' b S$ b SW b 1'4' d V O (� a T-T d 4'-0' b 3'-1t' b t7-11' d a N_r b 5-2- b 4-11' b 1'-3' d a � LL) Table 3.3.1-120 Allowable Edge Bpm Spans-Hollow Extrusions Table3.3.2-110 Allowable Edge Beam Spallls-�SecBorx a s'$ b T-10' b 34r b V-11' d 9 4'4' b 4'-10' b 4'$ b 1'2' d (n {J_ s� Gips/Enclosed Rooms Glass/Enclosed Rooms 19 3 3' b 3'T b 3'$ b 0-17 d 10 4',2' b N-T b 4'$ b 1'-r d Z T.- loadFor 3 second wind gust at 120 MPH velocity;wing design ked of 27 NSF(43 NSF for Max.Cantilever) For 3 second wind gust at 110 MPH velocity;dlF�design d23 6VSF N8f�► � 11 3'-1' b 3'$ b 34' b 0'-10' d 11 3'-11" b 4'-5' b 4'�' D 1'-1' d W OO AharhamAll 60pT4 Aluminum 6063 T4 12 7-11" b 3'3- b 3'-2' b 0Air d tt 3'$ b 4'-,T b 4'-1' b 1'-i' d W Z_ CV x .044" WL le) Y1fldth(a lj Ma V/ W«dstledlon Load Mac n 1-'/ 1 W« Lead Mac 7'1 bmdl b'«dNYotlon Loved Max. 7'/ b'«deMetlon CO Load Max.a m Z'/ aiwn War Y Load 1 i 2 ip 3 spm 4 Span 1 i 2 3 Spm 4 Spm cardlilsver «nfueve NIM Width(it)1 8 2 Spm 3 Span 4 Spm Carr Nadl11 1 8 2 Span 3 fpm 4apm t.atrtllever RUX 9rldth 1 8 2 3 Spm 4 Span Casiftm 5 3'-11' d 4'$ b 4'$ b 1'4' d 5 r-r d S-7• b 4'-11" b 1'-1' d 5 4%8" d 5-10' d 6.10" b 1'- d 5 54' d T-6' b T$ b 1'-P d 5 T-2' b S3' d 54' d T-10' d _ 6 9'-0" d C-r b 4'-1' b 0-11' d 6 3'-11' d V-S" b 4'$ b T-W d 6 4'$ d 5'$ d 5'-4 b 1'- Id 6 5.11' d r4r b @-0' b 1'•6' d 6 S-11' d 4'-11' d 5$ d 1'$ d 7 3-68' b 3'-11" b 3'-70' b C-11' d 7 3'-8' d 4'4" b 4'-2' b 0'-11' d 7 4'-r d 5-18 b 4'-11' b 1'-1 d 7 5$ d 5$ b 6-3' b 1'$ d 7 3'4" d 4'$ d 4'$ d 1'$ d / ?3' b TV b 3'-T b C-10' d a T-T d 4'-0' b 3'-11' b 0-11' d a 4'-0' d 4-9' b 4'-P b _7Y_d a 54' d @4' b 5-11` b 1'•6• d • 3'-T d 4'$ d 4'-T d 1'-T d 9 S-t' b 3'$ b 3'4' b 0'-10' d 0 S$ -b 3'$ b 3'4' b 0-10' d 9 T-10• d 4'$ b 4'4' b 0-1 d g S-r b 5'4' b S-T b T4' d 9 3'$ d 4'4' d 4'$ d T-r d 10 7-11" b T-r b 3'-r b 0-10' d 10 3'-3' b T-T b 3'$ b d-10- d 10 3'4' d 4'-3' b N-1' b 0-1 d 10 4'-10' 6 5$ b S-3" b 1.9' d 10 3'4' d 4-r d 4'J' d 1'$ d W N 11 2-17 b ffi$ b 9� b 0'4' d 11 T-1' b T-r b 3'4' b d-10' d 11 3'•T d 4'-1' b 3'-11' b 0-7 _d ii 4$ b 6,2' b 5$ b 1'3' d 11 9'3' d 4'-0` d 4'-1' d 1'$ d 12 r$ b 3'4' b r-11' b 0'$ d 12 r-11' b T-T b 3'-2- b 0'-10' d 12 3'$ b 3'-11• b 3'-9" b 0-1 d 12 4'$ 6 4'-11' b 4'-1G b 1'-2' d 13 3'-r d 3'-11' d 3'-11- d 1'4' d - a x 4'x len No", KJL Lod ■ac BMW/ W«delleotbn Load Ma. V/ W or dabc6on' Load Max. V I W or t.Move pwr do not Include length d Imes brace.Add' dbterw Som upright b oerda dbrace b Wan + Sam MMin Width(it)1 a 2 Illation 4 SparRIIDL width(it)1 a 2 3 spm 4 Spm ax. W Wlh(R)18 2 Span 3 Spm 4 Span wmsdfan b the above apms far bW boam apra. 1. Cantilever 2.Spans may be interpolated. C 2 A 5 4$ d S$ d S$ b 1-r d 5 S-0' d " d 54' d 1'•3" d 5 T-11' d 5'-17 d 5'-11" d r d WW z 6 4••3" d 5-1* b 4'-11' b 1'-1' d I a 4'$ d 5'-10" d 5-10" b 1%r d 6 4'$ d 5$ d S-T d 1-4 d 7 T-tt" d 4'4• b 4'-P b 1'$ d 7 4'$ d 5-T d 5$ b 1'-r d 7 4'-3' d 5,3' d 547 d 171 d m V P. a 3-17 d 4$ b 4'-r b 0'-11' d a 4'4' d SJ' b S-1' b 1'-t- d a 4'-0' d 4'41" d S-1' d 9 T-r d 4-r b 4'-0' b. 0-71' d g 4'-r d 4'-11' b 4'-g' b 1'-1' d 0 T-11- d 4'-9' d 4'•11' d 1' - _ Uj 10 T-r b @-11' b 3'-17 b 041' d 10 T-11' d 4'$ b r-r b 1'4' d 10 TO d 4'$ d 4'-9' d 1'-. d eepp 11 3'4' b 3'4' D 3'$ D 0-t7 d 17 $-17 tl 4'$ b 4'4' b 0'-11' d 11 3'8' d 4'-8' d 4'-T d 1'- d U LL - 12 S'J' b 5-T D 9'4' -b 0-17 d 12 3'$ d 4'4" b 4'-r b d-11- d 12 3'•S' d 4'4' d 4'b' d 1' dul Nobs: _ C 2 x Lod Mac V/ W«dellaallon toad Max. 1-•! W or Y1 1.Move apens do not hwide Mplh d Imes brace.AdP dYWros tram�dgld b caaaa Of' 'D'rim _- 2 10 WNOr P4 1 8 2 3 fpm 4 spm wk1h(a.)1 8 2 3 Span 4 Spin y mer 2connectionSpans�byt�a for teW beam aprn. _r 2 W C5 Carfu5 5 T d S-3" b 6'-1" b T-r d 5 T-r b S-0' b r-r b 1'-17 d 8 r-r b 5-0' b 6'-T b 11'4- d 6 @-T b T4` b T•1' b 1'4' d ..J 7 4'48' b S4' b S•r b 1'-3` d 7 S-1" b 54" b @-T b 1'$ d 8 4$ b 4'-11' b 4-17 b 1'-r d 8 5$ b 8'4' b 8',r b 1'-T d _ 9 4-r b 4'$ b 4'$ h 1'-r d 9 S4' b 5'-11' b 54' b 1'$ d 10 3'-11• b V-r b 44' b 1'-7' d 10 S-1" b 5-r b S$ b 1'4' d 4 -. 11 3'-17 b 4'3' b 4'-1- tr 1'4P d 71 4'-17 b 5'-5' b S3' b 1'$ d ' 12 3'$ b 4-P b 3'-11' b 1'-P d tt 4'$ b 5-r b S-0' b 1'4" d - - Nabs: 1.Abri spw do not irxbde Mrpth dimes brew.Add halmrdr distance tom uprightb center d yaw b barn wrsw,lbn b tW above Waaa for total beam spar. 2.Span nary be' - - BET 9A OF 11 ltDl� �J Table 3.3.3-110 Allowable Edge Beam Spains-Hollow Extrusions Table 3.3.3430 Allowable EdgewLOoddn Spans-Hollow Extrusions Table 3.3.E-130 Allowable Spans For Fourth Wall or Miscellaneous Framing B-for Gt-%%oom/Enclosed Struchim For Screen Rooms Converted to Glass/Enclosed Rooms For Screen Roo-Ps Converted to Glass/Enclosed Rooms For 3 second wind gust at 130 MPH velocity;using design bad of 32 NSF For 3 second wind gist at 110 MPH velocity;Lazing design load of 23#USF(36 d/SF for Max.Cantilever) For 3 second wind gust at 130 MPS IoW,using design lead of 32//SF(50 R/SF for Malt.CMdREV r) Aluminum AAW 0093 T-0 Wkfth Aluminwn Alloy 0083 T4 Aluminum Alloy 6063 T4 SMpla sw4 bon T Load 4- r a r z CAW war Snap Cap Attached 1"x r x 0.041"to r x r z EAating r x r x 0.8W w(Snap Cap Attie 1"x r x O.l)W to r x r a Beanre 4'4" r4r r$ 19-0' 12$ 14.41' 1r$ 18 0• 2r 2r.g• 2r$ 26$ Load Mac 8 m 1.'/ erndMg'b'or dNNetion'cr) Load Ola.Span t.'/(banding b•or dellectlon'd) Led Max.Span V/(banding defectlar'd') Load Mza.Spm 1.•/ W«deS&Wen V1 Allowable Span V f W«do0eedor W W�fn) Mar Wkm(a•) Max. Width(ft) Ma. tides VL)t i t S Spm 4 span Also. r x 4'x 0.04"x 0.100" 5-2' d T-1" b 5-1• b 5$ b 4'-1 t' b 4'$ b 4'4• b W-1" b 3-19 5$ b 3$ b 3'$ 1 i 2 7 Span 461M cantilever 18 2 Spm 3 Spm 4 Spm Cantilever 1 i 2 3 Span 4 r x f'x 0.050"x9.100" 19-7" d 8'4r b T-T b 5-r b 8'-r b 84r b 54• 5-t' b 4'$- 4'-T 4'-' 4'-r Is 8 S$ d 53' b r4r b 1'4' d 8 5-0' d r-1• b 8'-1P b 1'-8" d 5 4'-8' d 5'-3' b 5- b 1'-2• d 5 5-5' d 5$ b T10' D 1'i• tl rah x0.050'z0.120" 11'-10"d 70'-1' b 5-0• T•10• b T-7 b 8'-T 6 8'-2• 6 5-70• b 5'$' SJ• _FF_b 4•-10• b. 1'-2• d i 4'-11• b S$ b Ste• b 1=P d r z r z 0.lisr x mar 13'$ d 71'-5' b V-10• b 5-10• b Ir-l" b T-5 b 5-11' b 6=T b 8'•3• S•1 T 5'$ S$ 8 4-11• d S$ b S$ b 1'3' d 6 5'$ d 8'$ b 53' b 1'S' d 6 4'4' b 4'-19 b 4' r x 7"x 0.055•wf Meat 15.4• d 14'$ d tr-11'd 11'-9' b 10'-9' 6 9'-11• b 9'•3' b 8'$ b 5�• 7 4'$ d 53' b 5-1• b 1',2• d 7 5.4' d 54' b 5'-10' b T-4• d 7 7-11' b 4'u^ b 4' b 1'-1' d 7 4'-T b S-7' b W-11• b 1'-0• d T-1T b T-T b T-3" -0 Tor d i 4'$ 6 4'4r b 4'T b 1'2' d r x r x 0.07x•x 0.220 15$ d 14'-T d 12-9' b 111-V b 10-W b 5$ b 9'-0' b 5-8• b 8'-1' T$ b Tit" Td• a r-r b r-1T b 4'$ b 1',r d i 5'-0' b 5'$ b 5$ b 14• d i 3'$ b 4'-7 6 47. rx8"x0.07rx0.224' 78'-4• d 15-11•b 73'-17 b 17-4' b Y1'-T b 10'5' b g'$ 5r b 8'-9' 5�• b T-11' b Fr • 4'•r b 4'$ b W4r b 1'-1' d 9 4'-9' b 5'4" b 5-2• b 1'-3' d 9 Tor b T-17• b 3'- b 0'-0Y d 9 V4r b 4'8• b 44• b 1',2' d 2"z g•x 0.002'x 0.388' 19'$ d 15-T d 15-1' d 13'-T b 175' b 11'$ b 10'-0" b id-1' b 9'-T M.b 0-11• d 10 3'-10• b 4'-3' b. �•_t• b 1•_I• d 5,Y b 5-9' 5$ 70 3-11' b 4'S' b 4'3' b 1'•1' d 10 4'S• b 5'-0" b 4'-10' b 1'3' d 10 34• b 3'-9' bAj r a 10'x 0.09r z 27-i(r d 7g-11'd 75-r d 154• b 14'•11'b 73'9' b 77-11•b it-r b 71'5' YO-11'b 7Q 8' h 70-T 11 r$ b 4'-2' b 4'-0' b 1'-0' d 11 4'4• b 4'-10' b 4'$ b 1'-2` d 71 3'-2' b 3'-T b 0'-11• d 11 3'$ b. 4'-1' b 3'-1T b 1'-1• d 12 7-T 6 W4r b TAW b 5-11" d 12 W-1• b W-T b 4'S• b 1'-2- d 12 3'-0• b 3'-5• 6 Crit• d 42 3'$ b 9'-11. 6 3'-0• b 1•-0• d T Load wide rzrx&,fWb rxrxEsdeft 2"xrx0.044"b rxrxExisting - 400" '-0" 8$ r-0' 19$ 1r$ 74-0' 7r4' 1r4r 20` 2r41' 2r4' 26-0' Lead Max•Spn 1.'l •b•«dolleetlen'd j Led 01=Span V l(banding dalledbrr AsewraWe Span V r bonding'b•or deflection Nar fkidfe t i t a Bpm 4 Spm IAac � )RIL214C-Wd 4 7 Woc rxrx0.07rx032" 21'-1' d 15-6" d 15$ 15$ d 14'-T d 13'-T b 17-0• b 12-0' b 11'$ 4C-1C b 105' S-1TCantil rxf x0.07rz0.22P 23'-1• d ?'-r d 154• d 1T-0• d 15-1114'-8' b 13'-10' 13'-0' b 174. 1Y'-9' b 11'S5 T$ d 5-10• d 5-11' d 1'-11" d 5 5' d 144 d rxrxoosrx0.606' 24'-T d 2T$ d 1g'$ d YC T d 1T-r d 15,2' 15-2" b 144' b 13-T 17.11" 12$ 71'N'b 6 4$ d S$ d S-T d 1'-9' d 8 5' d 1•-T d - rx10"x0.092"z 28'-10'd 25-7 d 27.70•d 21'-r d 19'-11"d 15-1Td 15-2' d 1T-2' b 154' 1S-T b 14'-11' 14.4•7 4$ d S$ d 54• d 1'$ d 7 4' d 1$ da 4$ d 4-11• d S-1' d 7-T d a 4'- d 1'$ d 1.it is remnxnmded#set the o gns r be cansu0ed on a y mhdmeas kawkv beam fret spans more Oran 4C J9 5-11' d 4'$ d W-11" d RT d 8 4' d 14r d 2.Spans are based on 130 M.P.H.wind Wad plus dead Wad ler lands�!dr-�4" &Spm Is measured tom oeraer a connection tot i er wd10 3$ d 4'$ d 4=8" d 1'$ d 10 34 d 4.Above pare do not WcWtle WVM d tares bran.Add', delance Som LvW to aorto a brace b bean orb•e above opens for told 11 $$ d 4$ d 4'-T d 1'$ d 11 3'3' d 4'-0" d beam spar. (n 5.SparsmaybeW12 r$ d 44' d 4'$ d 1'$ d 12 3'-7 d 3'-11• d ^� Noir: Hous:. ban.Add tadaordal dlelarroe Lan npdgnt b=am of ban b been X 1.Above spas do not cnida IapM akneel ras.Adel hodaadel digrros ham updpd b nMar d Drys b beam 1.Above pan do not Wdude langfr a b( _ 8 connection to to above open for tole ben spas. oorrectlon b the above span ler tole bsaifn' - 2.Spans may be bdrpo4Nd. 2.Spars may be Interpolated. _j in (D W >- I LI Z P Table 3.3.3-120 Allowable Edge Beam Spans Hollow Extrusions Table 3.3.4-110 Allowable SpeniFilcor Fourth Wall or Miscellaneous Framing Seams for Glass Room/Enclosed Structures Table 3.3.5-110 Allowable Sparta for Ridge Seems wkh Self Mating Ana 38 0 p p m For Screen Rooms Converted to Glass/Enclosed Rooms For 3 second wlro rid at NO MPH velocity;using design lead of 23#1SF For Glass/Enclosed Rooms > W-j W For 3 second wind glut at 120 MPH volow,,Laing design bad of 27 MF(43 l/SF for Max.Caudd)ever) Aluminum Alloy 00 T4 For 3 second trimd gust at 110 MPH velocity;using deslftlpmd of 23 Aft D M Alu skens Mia Ti T Load T LadWidthW Poen (� m O rx2'xOAWofSeapCpAttached 1"xrzOAW to rxrx Singleaw4bft 4'-0' r4r 1941' 1x41' 14.41' 11'.6" W7 2941' 2r41' 24-0' 26-0' SN Exwing Beema Medng sections s$ r4r r4r r$ r4r 79 - . 1r4r tr4r J � )�-' Q N � Allow" 1L•f VordMNdbn'd _ Load Yrr.Span'L.'f 1Y«ddlawan�'d) Load Ma.Bpan'L'r 1s'«senec9en'd') ANesraWo L•f 1s'« Y� V 0..= - fmdIh P.) Mar Wirth(n.) Mar. r x 4"x 0.14"x 0.100" W-7' d T- d r-r 5$ b 5'-11' b 5$ b S-1• Is4'-10 4r 4'-4• b 4'-2 b 4'-0• b 2"z 4"10.0"X8.1011" i(r-r b 54' b 5$ 6 5-1• b r-r b T 3• S_ti• 6 6 T b ' V (� 1 8,2 3 Spon --48W Cena t&2 Speeli 3 Span 4 Seen Cantilever r x S'x 0.050'a 0.100" 114• d r- d 5-1 T T-0T T•4' b 5•P b-S4• b 5-11• 5$ S$ D S-2' 4'-7T b r x 6'x f fSC x&10r 17$ b 11'48 b 1C$ b W-11• b 5$ b 6'-11' _ 5.8• b 5-r Is V 0 � 0 0 8 4'-11• d 54r b S$ b T3' d 5 S$ d S-T b 84' b V-r d r x 6"x 0.050'x 0.120" 13'-3• d 11- 1C-#' 9'.3' b S$ b T-10' b 4` 5-11' S$ 53` b 5-71• S-0' b r:0'x 0.050 z&120" 14'•T b 13'4• b 124• b 11'-T b 1C-71• b 10'4• 1.10• b C$ b a y 6 4'$ d S3' b S-T b 1'-2' d 6 54' d 8-11' b 5-10• b t'4' d r x r x 1.055"z 0.120" 16'-1• d 1 d 11'$ 70' b 5$ 5-10' b C-3'.b T$- r4• T$ b S4' S$ b r z 7'x&ASS x&12" 15u^ b 1S4• b 13'-11' b 1Y4r b 173' b 11'$ 17'-7• b 1C-T b z 222 7 44' b C-10' b 4'$ b 1'-1' d 7 4'-11' b 9-T b 54• b 74• d r x r x 0.055"vel knot 15-2" d 15`- If•" 1S$ 17•T d 11'$b TtT-11'- IOC 5$ g'4• b 5-11' b 5-T 6 2"x7'z e,65r vd losat 27'-11• b 15-11' b 15$ b 1T4• b 154• b 1S$ 14'$ b N'-r b W r x 0'x 0.072"x 0324' 155' d 1 d t4'-Ir tats 12 • b 71'4" C$ 10'-0• g'4' V-1' b 5$ 54' b r x r z OA7r z 03M' 21.3' b 155• b 1T-i t' b 15-10' b 16'-10' b 16'-0' W p f 4'-1• b 48' b 4'$ b 1'-1' d a 4•$ b S-r b S-0' b t'$ d •tg5g• 1417" b 13'4" b 174" 6 11'-0" 10'•70' 1C4' b 9'-10' b 5$ b 9•-0' b 14'4• b 13'4' b Z • 3'-70" 6 4'3' b 4'-r b 1'-0• d f 4'S• b 4'-t P b 4'$ b 1'-2• d 2�z 9"x 0.07r x 0224' 2C$ d 1 r- r z!'z OA7r x 0.22" 23'-1' b 21'$ b 155• b 18'3' b 1T-2' b 154• 15'$ b 14'-1g• b � ` r x 9'x 0.092'x 0306" 21.3' d 1 d 15-10' 15$ W-r b 73'5" b 1741' b 11=11• 114• b 19$ b 1C4• b 9'-11• D r a t a 0.062'x o 610' 25 4' b 29'•1' b 2V-S' b 15-11' b 15-10' b 1T-1 T 1T-1' b 15i• b V 10 8'$ b 4'-1• b r-11" b 9-11" d 10 4'-r b 4'$ b 4'$ b 1'-Ytd rx10•x0AWx0.309" 25$ d d �-9• 75-10'd 7r-T b 153" b 1S-r 14W 13'r b 17-11" 17$ b 71'-71•b 2'z 10":0.092'x 0 �'$ 6 2T-0' b 2S$ b 24'-0• 4 27$ b 21'$ � 2C4• b 19'-8• b N11 3'$ b 3'-10' b 3'$ b C-11" d 11 3'-77• b 4'S• b 4'-3' b T •12 3'4• b 5$ b W-T b C-tt" d 12 3'-10" b 4'3" b 4'-1" b 1'-1• T Lead VAdd 1.Char Rooms:The addition d okmftn fame wMtlon with plan pence Md we dssOW b 1Ift p i.wird toed r x r:0A4"to 7 z r z Double SeH48edn• 4,0- V4r 1C? 17_r t4'4r 1 18'4' 1 1V4- 1 W-r I 2r-r 1 W4" 260" requswnrnla b tin above t pdpld alas bosrr ilw stranger so fed add0onsl framing la not regv&ad, AtlowtlN Spm V/ V«dNlaetlsn•d 2.Tables ass u s ardrudon,I l Wlh larger extrusion dh a Om prakel b applied bad. Load Ma span'L'/ b'«detledlom.'� 3.Spans may be hWpohYd Yrldtlr ftU Yat. rte"x o.OTr x 0324- 23'$ d E 798' 1r4' 754• 15$ ir•1Q' 14',2'. t3•$ D 1r-1o'a 1r3. 6 7r-9' b 7t2spen aspen 4Sprn Cantilever -29$ 19'4r d 1r-11.6 75-tea 15.3• iSi• D u'-T b 73'-17•b 13'4• b 1r$ 6 Y z r x 0A7r x 0324" 25-70•d Table 3.3.5-120 Allowable Spans for Ridge Beams with Self Matin S 5-11• b S$ d S$ d 1'-9• d rx9"x0.082'zO.a08" 2T5" d 23'- 21N0` 2C3" d 75.0' d 18'-1• d 1T3' d 18'-T d 18-11' 183' b 14'-T b 14•$ b g�Afh'K a IZ N. • 4.3' d S-r d 84• d 1'$ d r x 1"x 0A9r x 0AV 37-2• d d 2S$ 23'$0 274•d 2T-r d W-T d 15.8' d 15-1g'd 753' d 17-T b 15-1M b For Glass Rooms/Enclosed SWchrrp 7 3•-1 r d 4•-11• d 5-0• d 7'-T d �: For 3 second wind Brut at 120 MPH velocity;casing deeigr(zlfoed of 77 OISF i 3'-10' d W-r d 4'-10' d 1'•8' d I.it Is m m wxW that fn wginw be L oA aW Oarih bean fnet aper more fren 4C t.a le reoomnerded fru to agrneer be Tributary Load Widh W-Purfln ¢ f L 9 3'$ d 4•-T d V4r d 1'$ d convulsed on any miscellaneous framing belftfp Oral�nice tlhtrr 40' Self 1Aatlni Ssdbns F-F Fr Tor r r r$ 1r - `CS 70 r T d 4.5' d 4'$ d 1'$ d 2.Span are basad on 110 M.P.H.vdnd b1V;4"r��for AN 11'•0' 174' 3.Spm Is nnasured from ceder a owwwc*n b inch«wd nranectlrL Allow" 1.•I b'« I- 77 3'$ d 4'3• d 4'4' d 14• d 4.Above spans do riot include WrgM d WAr�•/kid Iror6ondal ddernos from ulxioht b nice d bran b been oaorctbn b tre above Spero far bed - T-19 b T$ b r z"z:OAMz0.70r' r$ b 1'-T b T-11' b T5• b T-0' b 5$ 64• b 5-1• b neo. 12 34' d 4'-r d 4'3' d 1'4• d r x 5'x 0.�0"x 0.100' 11'$ -b 1C$ b 9'-10' b 53• b 8'$ b V_r �t Nair: 5 Spina may be MapdaW. r x r x aA90'z 0.120' 73'$ b 174' b 17'$ b 1g'$ b 70'-T b 6$ r-1' b 5$ b 1.Neva open do not krJude length d kr se brace.Add hodzDnW distance from updgM b career a brace b beam r x r x 8.055"x 0.120' 16'r b 13'-10' b 17-1C b 17-0• b 71.4' b 1C$ 193• b r-10' b connection b the above open for tole boon spw. r zT x&OSS'ver heat 29-r b 755• b 1T-1' b 7S-11' b 75-1' b IW-T 13'-T b 1V-(r b 2.Spans may,be kwrpaklad. Table 3.3.4-120 Allowable Span* Food Wag or Miscellaneous Frarnirig Bens for Glass Rooms/Enclosed Structures r x r x 0A7r x 022" 1r-T b 1T-11" b 18'-T b 15'$ b 14'-T b 13'-70• IT-r b 17$ b W to For 3 second wi"V�at 120 MPH vetodly;-Ing design bad of 27 7f/SF r x 9•x 9.077 x 032" 21'3• b 18'5' b 7T-11• b 15-19 b 15-19 b 1S$ 14'4' D 13•.0 h Ire I W u. AM man T+ - r x r x oAnr x 0370' 234• b 214• b 19'-9• b 15$ b iT$ b 1S$ - 18$ b 16-1• b " _- V lu Mrpla � T Lead Wldlh r x yr x OAer x 9 W.I. b 28-T b 23'-9• b U 2 b 29-11' b 79' ' W .Beans 4.,a r41' 1r4C 1r4M 1441' 1r$'. 1r4C 20••0' 2741' 2r4C 2a-0' Note&; -.. 15-11' b IVI* b '•• _ ..Z �il Aaswbla Span 1'i b'or d4g&e0on'd 1.Glass Roam:The addill n a akmdreen hero wWdove wBn glace penes th we de fined b 1216W.H.wind load. S r x 4•x 1L&W x 0.100" 5$ d T- 8'4' b 5'-11' b S5' b SO b 4'-9' b 4•$ b 4'•3' b R-0• b T-19 3'$ b b to above � In so Out additional hanip la not rsq�• r3' b T-C b 54r b 5-7 5-10'b S$ b S$ b P-11• b W4r 6 4'-T b 2.TNdce sense extrusion oriented wish lager asbuslar dknasbn pedN b applied bad. (� r x s'x 0.050'x 0.100' 10'$ d ? 3.Spar maybe Interpolated. _ _ rx6'x0.OSrxo.120' 12'$ d 10= 94r r$ b T$ b T3" b S4r r4' b V-V b S-9' b 6'4r 9-7 b r x r x 0.055"x 0.120" 14'3• d 1 19'$ 9'-T r$ b 8'-1• b T-7' T$ b 5-9' 4 5$ b 8-2' 'Sti71• b - -y-� y - r x r x&eve end Inert 1T3" d 1 1541' 17$ d 11'$ b is-Y9 6 19•T r$ Is r$ b 8'-T b 6'3' bi T-11' bi Table 3.3.5.130 Allowable Spans for Ridge Seams With Self Mating She _ r x r x OATr x 0324" 17"4r d / 17-1(r 6 /2$ b 114' b 19$ b r-10' V-r b r4r b r-4' r4r T$ For Rooms/Enclosed StrllCtUfrf 2'x M x 0.07r z 0324" 15$ d 18= 16-V ter'$ Is 123' b 11'4' b lir-W 19-" bi r$ b 7-1• b 8'$ 6 54• b For 3 seeOn 4 Mhld gust at 130 MPH veloW,using dooWW(ead of 32/18F - r x r x 0.esr x 0308'I 20'-1• d 1 - 1S 11' 14'4Y b 131$ b 17$ b 11'$6 11-0' 6 10'5"b R11' b 9'$ b 8'-2" b Load WkKb W•Pudh rx10•x0A9rz 24'-r d 2 - 15-r d /T$ b 15,2 b 14'-it•b 14-0'b t3'-a• b 12-T bi IV-11-bi 11'-6• 11'4r b Self Sections, 51.11, - r-0' 1 T41' 1 r4r r-r 79 - 17.4• `.t2• -'a..,. W- 1 LAW rx4'x0A"x0.10r S$ b jblV.l* T4' b 9-1M b 8'$ b 5-7• 5.19 b 5T bDer6M SaH-Mdirq 4.-0. r-0'. 19-0• 7740 14.40 tri' 1r-0' 20'4r 2741" 2841' 26-0' r x S"x 0.Wr x 0.101' 1C-9• b r-1" b r$ b T-71• b T-T Bens T3• b 8'-11' D - ASorsbleSp&n V 1 'b'«deI&eSon V r x r x eA50'x&Izr 1Z$ b 10'4r b us-19 b r3• b 8'-f' ri• b T•/1' b r x f x OA72"x O.H4' 273' d 1 d 1T$ d 155' d 785• d 14'$ d 16=10' 13'-1• 17$ b 11'-10`b 11'4. 6 19-11'b r x r x 9AM'x 0.120' 13'-11' b t 1'4r b IT-V b 195• b r-10' r.6• b C-0' b r x r x 0.07r x 0221' 24'-5' 21 d it-S d 1r-0' d 18'-71'd 15-1' b 16'4r 14-2• 19'41 b 17-10'b 173' 11'-7M b r x r x BA6r vr/'neat 18'-T b 11S$ b iv4r b 13'-79 b 13'-T 174r b ti'-11• b r x r x 0.06r x 0.40Wr 28'-0• d 2C$d 1r-r d 1r4r d 1T,r d 1r5•d 16'-T b 14'4r /4'-1' b 13'$ 17-11'b r x r x OA7r x 0324' 18'4r b 18,7 b 14'3• b 13W b 17$ 17.2' b 11'48• b EET r x 10'x OA0'x 8.688 30'$ d 24'-r d 27$d 21'-- d 2C-1• d 15-r d 1r4r tl iT4r 15-1t•b 1T D r x f'x OA7r x 033i' tr$ b 1 15$ b 15'5` b 14'-T D 13-10' 13 2• b 17-T 6 r x r x Lwr x 0.310' 21'•6• b 18'-T b 18'-11• b 15-11' b 15'-T74'5• b 13'-10' b1.k In recemmarded fust the xplaew be en aw hmnWoDern fust spen eerie tlmr 49r z 76'x 9.092'x 0 25$ b 21'-9' b �'$ b 19'3• b 18'3' 1T$ b 15$ b 2.Spans am bard on 120 M.P.H.wind biiAplus dead bed for tramkg. 3.Span Is measured tam omlar of n,,,Wn b beds«wall oorancfon. 1.Glace Room:Tse addition of sbndraa fien wtrMows wWr pees pence tint as designed to 135rM,P.H.wind bed 4.Above spen do not Include Mnp of Nitta .Add hormorlal distance than updoix b anter dune to' connection to to above opens for ble regrianrnla b 1110 above We#d stir Yroeeees the strenotln so to additional hang In not regtpbd. bean spans. 2.Table assume extrusion,1, lid wkh longer intrusion dkrrnebn appliedparallel to applied 3 Spas may be Unrpoleed• 6.Spammay be iiaerpotelad. OF �. Table 3.3.6 Allowable Upright Heights,Chair REIT Spans or Header Spans For Ohm Rooms l E ndosed Structures Alu nhumn Ahoy 0083 T4 For 3 second wind gust at 110 MPH veloc ,using design bad of 13 NSF Tdbutsry Load Width W-PurOn Spodng ABowable NoW W/bending V or deBoodon'd 2'x2"x0.0W HoNow 8'-70• dI 8'4' d 9-7 di 5'-11' dl 5'-8' b 5-' b 54' b 5'-0' 6 4'-10' b 4'-8' b r x r x OAW Hotlow T-3' di 8'-10' d 8'-7" di V4' di 0'-1' d 5-11• d 54r b W-W b S-3' b 5-1' b rxrie.0W Noeow T4' d r4• d r4r d e'4' d 8'4' d 8'4' d 5-Y d 5'-11' d -9" b 5'-7- b r x r x 0.070Hoeow 8'4' di 0'3' d T-71' d T-r di R4' d T-1' d 8'-11' d 8'-0' d 8'-r d r x r x OAA Hobow 0'-r d 0'-1' d 8'-r b 8'-1' b r4r b r4' b T-0' b 8'-0" b 944 b 8'3' b r i 4 x 0Mr How 175'd 11'0' b 11'0• b 104'b 7-10" b e'S' b 8'-11' b 8'4• bAbr-l" 0' b r z r x omr EaLL 1T-7 d 154• d 1 Sr d W-V d 14'-3' b 13'-r b 13'-0" b 174" b '-8' D r x P x 0.050• LUZ 9-1;-'d 79'-1' d 1B'3' d 1T 5" b 18'4' b 15.0' b 15-1• b 14'-8' b '-8' b r x r x OAW r4• T4' d 8'-71• d 54' d 54' d S-3' d 5-1' d 5-11' dr b . r x 3"x RAW 10'4• d 9'-10•d 0'S d 0'-1• d 6'-8" b 8'4• b T'IDI T-8' 1' bxcx0.040' 13'-Td 175' d 11'-11'd 11'-3' b 10'-5' b 70',7' b 0'-0' b 0'-4• b -8' b For 3 second wind gust at 120 MPH vela ,usln design load of 22 NSF T Load YYId0r W�PurOn Seco ns S.8" r r 4'4' 4'4' S4' S4T 0'-0' V-r I r-V I r4' - ANowxWeWei 'N'/bWendlinanlfordefoodon'd - rx2'xSAW Ham 55• d 8'-7' d 5.8' b 5'S' bi 5-7 b 4'-11• b 4*4r b 4'S• b 4'-4' b 4'-3' b rxrz Holm 8'-0' d 55' d 8'-7 d 5-11' d 54' b 54• b 5-7 b 4'-1T b VW b 4'-r b :rx0A4r Hollow TJ' 8-70' d -8'-r d 84' d 8'-1' d 5-11' b 5-0' b W-r b 5.3' b 5-1' b - - r x r x 0.070 HoOow 8'-1' d Tom' d T5' d —f--Td—i--I(—rd 6'S" d 8'S' d 8'3' d 8'-1' d 5-71" d rxrxt1OW Hosow 8-11' d 84• b r4• b r4' 8'-11' b 6-4r b 84' b 6'-t' b 5'-11' 6 54• b rx4'xOAOr Hosow w4r 10tid' b 7-76-77--G-V-11- b V4r b r-1' b T-10" b T5' b T-3' b r x r x uw W.". 18'-1' d 75-3' d 14.5• b 13'-r 17-1 T b 174' b 11'-0' b 11'd' b 10'-11'b 10'-r b � W rxrxomr tf.Y.B. 15-70'd 7T-t0•b 18'-0' b 755' b 14'-17•b 14'.9' b 13'5' b 13'-1' b 175' b 77-7 b - r x r x 0.044• T-7 d 5-10'd S4' d 53' d S-1' d 5-10' b 5-r b Sr b S-7 b 54• b Vr CD V Z N r: x004 0'4' 03' d S-71r b 84' b 7-11M b T$ b T-7 b 8-11' 8-0' b 55' b r x x 0 E 175' d i'4' b 10'4' 6 10'-7 b 0'4' b 0-T b 8'4' S5' S-7 b r-10' b N For 3 second wind at 130 MPH via ,using design load of 25 W5F 0 H J L e.d wrath W.Puder S N Eee0arrs 3.4" 3.4' 4'4' 4.4' S'4' S4• 0'4" tr4' r-r rfi AtlowxWe 'M/ YordorkmAon'd' tf M r x r x LDW Ha0ow 8'4T d 5-0' 6WbI'5 D 5'-1' 4'-10' b 4'-r b 4'S' b 4'3' b 4'-1' 6 3'-11' b p xrxOA'.M' He0oe 54' d114-0 5'-r b 5-3' b 5'-0' b 4'-10' b 4'-8' b 4I b WW b - J Q 5 Z i r i Holm 0'-7 T d 8'-1' d 5-10• b 5'S' b " b 5'-1' b 4'-11' b 4'-8" b - } _V _ r x r x OA7r Ha0ew T4' d 8'-10' d 8'-r d 8'4' d 8'-7 d 944 d 5-10' b 5'S' b � Q = � U E— r z r x 11.045' tto0ew 5'S• bb 8'-11' 8'4' b 8'-S' b 5-11' b 540' b 55' b 54' b V rxrzo.ow How- 10.4' b Pir b B4' b T-11• b T-r b T V b T-T b 5-70' b r z r x OMr E.M.E. 1" db 17-0" 17-4- b 1T-T b 11'-1' b 70'-8' b 70'4' b 0'-11' b � (J) �rx0'x0.050' .M.& 18'-0' db 14'-8' b 14'-0'b 13'4' 6 17-10'b 174' b 11'-10'b 11'5' brz z 8'-11' d S-0' d S-0' b 5'4' b 5 - 6 5-T b 4'-10' b 44" brxrxOA4r C4' d 8-mr—bT4' b T5' r4r bI 54' b 54' b 8'-3' b S-0' b W Z S x x 0045' 11' b t7-1 h 10'-1' b w-r b 0'4' b 8'-T b' E-3- b T-11' b T4' b TS b U 1.Move spans do not WwkW9 Mo&of Mise bmor.Add horb=W dMwm from updpM to center of brace to boom conrwctlon to the U) above spensfor 6Mbm..parr. - 2-Speromaybe knsrpohted. W � acm ml ie u.i � LL mkx - v a 7;c CIF 11 General Notes and Specifications: INDUSTRY STANDARD ROOF PANELS EXISTING TRUSS OR RAFTER E61 x x 8'0.024'MIN.BREAK 1. The fallowing attachments are designed to be married to block and wood frame structures of FORMED FLASHING adequate structural capacity.The wrnbacbr/home owner shall verify that the host structure is in 1 - good condition and of sufficient strength to hold the proposed addition. w 2 if there is a question about the host structure,the owner(at his own expense)shall hire an r SAN ROOF PANEL architect,engineer,or a codified home inspection company to verify host sVucture capacity. 1k- 3. r 3. Roll formed roof panels(pens)era des"pned for uniform bads and can not be walked on unless 12.00' (2)#10x 1-1u2'S.M.S.OR plywood is laid across the rRu.Purrs laws been tested and perform better In wind uplift loads than WOOD SCREW PER RAFTER W dead load+Nye bads Spans for parrs ere based on deflection of U80 for high wind zone criteria. 12"WIDE x VARIOUS HEIGHT RISER ROOF PANEL OR TRUSS TAIL a v 4. Composite panels can be loaded as walk on or uniform beds and have,when tested performed SCALE: 2'=1'-0' Z wall In either test The composite panel tablas are based on bending properties determined ata ALTERNATE: —* deflection fimil of L1180. #10 x 3/4'S.M.S.OR WOOD 5. The following rules apply to attachments Involving mobile and manufactured homes: SCREW SPACED Q 12"O.C. a. Structures to be placed adjacent to a mobile 1 manufactured tome built prior to 1994 shall use vi EXISTING FASCIA 'fourth wall construction'or shoo provide detailed pians of the mobile/manufactured home along with addition plans for site specific review and seal by the engineer.This applies to all screen/glass roams,and/or other structures to be attached. 12.00' b. For mobile/manufactured homes bunTTABL AND BEAM(PER k alter 1994,structures may be attached provided the project follows 8ro plan for attachment of 8W manual-The contractor/home owner shall 12"WIDE x r RISER INTERLOCIONG ROOF PANEL �� ) provide verification of the structural system used to build the host structure. SCALE: r=1'-0' S. The shapes and capacities Of pens and composite panels are from'industry Standard"stmpes. eB exoeptfor mronuFadurers proprietary shapes.Untess the manufacturer of the product Is known, _ T !n Q W we the-industry Standard Tables for allowable Opens- I ALTERNATE MOBILE HOME FLASHIIIIfG Z O > FOR FOURTH WALL CONSTRUCT1—ft' 7. When carveu4ng a scree„room to a fllese room or a carport to a game,the cool must be � PAN ROOF PANELS ctroc imd and ralntoroed for the enclosed building requirements. 12.00• 0 a U Z tJ� & when using TEK screws in Neu of S.IWI.S.longer screws must be used to compensate for drill CLEATED ROOF PANEL SCALE: r-r-0" 'a(1) (D 0 J had. r2WZPQ h 9. For high velocity hurricane nines tiro iminirern live load/applied bed shall be 30 PSF. SELECT PANEiL; SCALE r=1'o' ALUMINUM SKIN INSTALLATION NOTES: Z g C p U3 LIJ 1" TABLES E.P.S.CORE A PLACE(2)BEADS OF CAULKING ON BACK SIDE Of HEADER BEFORE INSTALLING. (: Uy1 10.Interior waits 6 081IMP of mite Ironer may have 1/2'sheet rods added by securing the pp sheet rock w/1'the thread sheet rode screws at 161 O.C.each way. B. SLIDE 1'TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT}PLUSH DRIP EDGE UP. V 3 m O n ::':' :: DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. J� H Q N Z 11.AN feeds gutter end caps shall have rsater relief ports :::: :}:::.:.:.:: SIDE CONNECTIONS VARY O >- �U = � 12.Spans may be Interpolated between values but not extrapolated outside values. zd w :::::. .:::;:::: :i:': (Do NOT AFFECT SPANS) �3 Q U U CL p C. FASTEN HEADER TO FASCIA BOARD WfTH#10 x 1'SCREWS�6'O.C.STAGGERED 13.Design Check List and Inspection Geddes for Solid Roof Panel Systems are bduded In Ispedbrn TOP AND BOTTOM(SEE DETAIL ABOVE) Q 0 0 W guides for sections 2,3,4 il,5. Use section 2 Inspection gide for solid 48.110 id roof In Section 1. �- D. PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4T HilflyAll ppgT AND BEAM Z � r. Section 7 Design Statement: COMPOSITE ROOF PANEL IMIDUSTRY STANDARDS SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USEDft FLASHING ONLY. W 8 The roof system designed for section 7 aro Main Wind Force Resisting Systems and Components and SCALE-r=f'40' � Z N Cladding.In conformance with the 2801 Florida Building Code such systems must be designed using g loads for components 3 cladding.Thus,Section 7 uses several different categories of these bads as PAN ROOF ANCHORING DETAILS LS described below.AN pressures shown in the table below are b PSF(#/SF). COMPOSITE ROOF ANCHORING DETA141described 1. Freaer nding St uctures with 10ono-doped Roofs with a minimum live bed of 10 PSF.The door wind beds used are from ASCE 7-9(1 Sectio 8.5,Analytical Procedure.The bads assume a ALTERNAT& 1#8 x 1u2'S.M.S..SPACED mom roof height of less than W;roof slope Of 0'to 10';1=0.77. (3)#8 SCREWipIPER PAN WITH SEALANT EXISTING TRUSS OR RAFTER 40 r O.C.BOTH SIDES " 1'MINIMUM EST INTO HEADER(SEE NOTE BELOW) 2.Attached Covers such as cmports,polio covers,gabled carports.and screen rooms with a FASCIA THROU@H PAN BOXED #10 x 1-112*S.M.S.OR WOOD W WOOD SCREW(2)PER RAFTER a ' minimum Nva bad d 10 PSF.The design wind lusts used are from ASCE 7-98 Section 6.5,Analytical END ' Procedure.Roof slope of 01 to 25'(t/-10');1=0.77. — 7 _ OR TRUSS TML 9-"*.-.,.-. 'r::':. EXISTING TRLS OR�R :?: ..i. . 3. Chau Rooms design toads use a minhnum five load of 20 PSF and wind bads are from ASCE 7-fes Z #10 X 3/4'S.M.S.OR WOOD uL Y Sedbn 6 5,Analytical Procedure and the 2001 Florida Building Code.The bads assume a mean roof #10 x 1-1/1 "S�S ) a ROOF PANEL SCREW SPACED®1r O.C. ...: "— Roof PANS C freight of bas than W.roof slope of 20'to 30'(+/-10'):1=0.77. RAFTER;dR TRUSS TAIL _ (D g� � — � a. Faolosed sbnrsuural systems use a negative Internal pressure coeftldmnt of+/-0.18. #10 x 39-20104.'s.®1r O.C. #8 x 112'S.M.S.(3)PER PAN EXISTING FASCIA in g1.STING FASCIA �TTOM)AND(1)G RISER ROOF PANEL TO FASCIA DETAIL Ili 11R Partially Enclosed struchal systems use a negative Internal pressure coomdent of+l-0.55. (TOP) SCALE: r=1'-0" m < DO 4. Ovwhmngs use a rnk mum live b 98 ad of 20 PSF and wind bads are from ASCE 7- Section 6.5, ROOF PANEL TO FASCIA DETAIL WOODD FRAME, Host STRUCTURE 8 % 1IL AME,MASONRY OR #8 x 1R'S.M.S.SPACED x Anaykal Procedure for Componerts&Cladding for Fused or Partially Enclosed Structural Systems. SCALE: r=p-V OTHER CONSTRUCTION �j f —�(L'O.C.BOTH SIDES ss®.... The bads assume a mean roof heli t of less than 30;roof slope of 20'to 3(' MASONRY USE (+1-10'):1=1.0. SEALANT 1/4'x1'1/4'MASONRY 7 0 FOFF4MASONRY USE j HEADER(SEE NOTE BELOW) ANCHOR OR EQUAL Q 24O.C. 7ij' 114-)(.11-11W MASONRY FOR WOOD USE#10 x 1-112' :w.(. ANCHOR OR gWAL®24'0-C- S.M.S.OR WOOD SCREWS N :a:�....: f FOR WOOI3�C�#1 g 1r O.C. — ROOF PANEL - S.M.S.OR VAROD SCREWSr O.C. fi - a ROOF PANEL EXISTING H6@T STRUCTURE: _ wooD FRAME MASONRY lk #s x 112'S.M.S.(3)PER PAN ROOF PANEL TO WALL DETAIL ` O THE ONSTRUCTI0 (BOTTOM)AND(1)M RISER SCALE: r=1'-0' crop) NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS ORAhe SUB-FASCIA ROOF PANEL TO WALL DETAIL FRAMING WHERE POSSIBLE ONLY.15%OF SCREWS CAN BE OWMIDE THE TRUSS S SCALE 2'=1'-0" BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLEkj%WC LORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4'WASAM OR SHALL BE ET PANELS SHALL BE ATTACHED TO THE HEADER WITH(3)EACH#8 x Vr LONG WASHER HEADED SCREWS. C6WRNOTES: OSION RESISTANT SHEET METAL SCREWS WITH 112*WASHERS. ALL SCREW HEADS HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PftM DEPTH Y.THE WALL g}�@f l BE CALM KED OR SHALL HAVE NEOPRENE GASKET$ETiNEEN THE WASHER AND THE THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PWOR COMPOSITE PANEL O/ l PAW. PAN RIBS SHALL RECEIVE(1)EACH#6 x 1/2*SCREW EACH.THE PANS MAY BE WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE O),ITH STRUCTURE WITH t Ag&HORED THROUGH BOXED PAN WITH(3)EACH 08 x 1'OF THE ABOVE SCREW TYPES AND ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO�.TTHE ANCHORS DETAILED TSE ABOVE SPECIFIED RIZER SCREW.#8 x 9/18'TEK SCREWS ARE ALLOWED AS A ABOVE E BASED ON A LOAD FROM 120 M.P.H.FOR SBC SE4'jf LOPL 1808 FOR A AR SL STI71JrE FOR#8 x 112"S.M.S. MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HC T STRUCTURE. 01F ') j �1+ r PLACE SUPER OR EXTRUDED 18 x 1/2"ALL PURPOSE GUTTER BEHIND DRIP EDGE 1/2"0 SCH.40 PVC FERRULE EXISTING TRUSS OR RAFTER —� SCREW®17 O.C. 3"PAN ROOF P/WF1 ("x T x 6"0.024*MIN.BREAK BREAKFORM FLASHING - (MIN.SLOPE 1W:l) FORMED FLASHING --6" 10• EXISTING TRUSS OR RAFTER (3)#8 x 3/4"S.M.S.PER PAN W/ ROOF PANEL 314'ALUMINUM PAN WASHER #10 x r S.M.S.G 1r O.C. `CAULK EXPOSED SCREW (2)#10 x 1-12"S.M.S.OR _� -------------- HEADS WOOD SCREW PER RAFTER . .: -------------- OR TRUSS TAIL .` a`p - SEALANT Z1/4"EXTRUDED OR x 8"LAG SCREW(1)PER #10x3/4"S.M.S.OR WOOD ALTERNATE --* 3'COMPOSE ROOF PANEL EXISTING FASCIA SUPER GUTTER TRUSS/RAFTER TAIL AND - SCREW SPACED G 12-O.C. —� (SEE SPAN TABLE) 114'x 5 LAG SCREW MID WAY SEALANT 4EfWEEN RAFTER TAILS EXISTING FASCIA SCREW#10 x(T+1/2) STRIP SE46MT BETWEEN SUPER OR EXTRUDED GUTTER= FASC1*,AND HEADER EXISTING ROOF TO PAN ROOF PANEL MTAIL 1 12"SHEET R6LcK FASTEN TO SCALE:r=r-/" POST AND BEAM(PER PANEL W1 I FNS THREAD EXISTING FASCIA `PLACE SUPER OR EXTRUDED ' TABLES) SHEET ROCKS®18' NOTE: WHEN SEPARATION BETWEEN - (94.EACH WAY DRIP EDGE AND PANEL IS EXISTING TRUSS OR RAFTER `GUTTER BEHIND DRIP EDGE FASTENING SWREW SHOULD LESS THAN 3/4"THE FLASHING -'SEALANT BE A MIN.O)FA"BACK FROM SYSTEM SHOWN IS REQUIRED -r#10 x r S.M.S.G tr O.C. ALTERNATE MOBILE HOME FLASHING THE EDc*EOF FLASHINGZ -`12"0 SCH.4o PVC FERRULE rn � W FOR FOURTH WALL CONSTRUCTION �FILTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS SEALANT p COMPOSITE ROOF PANELS SCALE: r=TO g Z O SCALE: 2"=1'-0' 1. FLASIMIING TO BE INSTALLED A MN.6"UNDER THE FIRST ROW OF SHINGLES. — - I(1)#8x3/4"PER PAN RIB C9 0 0 Z 2. STANCOB FOR FLASHING IS t6" .019 MIL COIL. ----- -- ----- COPE CO05 o O J D INSTALLATION NOTES: 3. FIRSITIROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASHING PROPERLY. - -- - - ONLY CAULK EXPOSED SCREW 2 W Z i= ,Q 4. FLASOING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE MEADS Zoo — PLACE 0 0 A (2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING. 5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO - O(O J W BE IN))'TAU ED. EXTRUDED OR '3"PAN ROOF PANEL ' Cr! 0 B. SUDE 1'TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT PUSH DRIP EDGE UP. 6. IF TH9�FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IW x r LAG SCREW(1)PER SUPER GUTTER ' '(MIN.SLOPE IW:11 U f3` � m Oop r-- DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. IS MARE THAN 1"THEN THE DRIP EDGE WILL HAVE TO DE BROKEN TO CONFORM TRUSS/RAFTER TAIL AND 3'HEADER EXTRUSION F=- Q!V Z TO IWIS DROP. 1/4"x 5"LAG SCREW MID WAY - FASTEN TO PAWL W/(3) 0 V 0 = 0 C. FASTEN HEADER TO FASCIA BOARD WITH#10 x 1'SCREWS G 6"O.C.STAGGERED 7. WHE#jUSING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED.Ir BETWEEN RAFTER TABS Ix 0 0 1-- '118 x 12'S.M.B.EACH PANEL f3 U TOP AND BOTTOM(SEE DETAIL ABOVE) .03 MILL ROLLFORM OR 8"BREAKFORM IS BEST SUITED FOR HEADER SINCE IT SUPER OR EXTRUDED GUTTERS V O O 0: V KEEff THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. Q 2J Q LU D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND S. WHE#,SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 12" EXISTING ROOF TO PAN ROOF PANEL T/UL 2 Z to U. � BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER HEADER IS USED AS FLASHING SEPIAEIAT MNF. SCALE r=1=0' LLL ONLY. 9. STRIP T BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. W 5 BREAK FORMED ORN _ EXTRUDED HEADER ? PLACE SUPER GUTTER SEALANT 0 BEHIND DRIP EDGE /T '#10 x 4"S.M.S.W/1-1/2"0 HOST STRUCTURE TRUSS OR 08 x tr"WASHER HEADED 1%4 _ FENDER WASHER Q 1r O.C. RAF-TER CAULK ALL O SCREW CORROSIVE RESISTANT EXISTING TRUSS OR RAFTER ;WCAULK�REW HEADS 8 1"FASCIA(MIN.) HEADS SCREWS!8"O.C. BREAK FORMED METAL SAME ALUMINUM FLASHING SEALANT `CAULK EXPOSED SCREW W t of THICKNESS AS PAN (MIN.) SEALANT LIMPER FLASHING LUMBER BLOCKING TO FIT 1K'z#10xr S.M.S.0 8'LAG SCREW(24'O1) .0PER . — — � HEADS CL }' R ANCHOR TO FASCIA AND '�� — — _ 3'COMPOSITE ROOF PANEL ., RUER OF PAN AS SHOWN PLYWOOD ITL� /OSB BRIDGE IN.SLOPE IW:11 3"COMPOSR PAN ROOF FILLER //— #8 x 3/4'SCREWS G 6"O.C. (SPAM PER TABLES) TRUSS!RAFTER TAIL it 0 SCH.40 PVC FERRULE C #8 x 12'SCREWS®EACH RIB E)ISTNG FASCIA TE m SUPER GUTTER m ROOF PANEL ^ ` EXISTING ROOF TO COMPOSITE ROOF PAWdl DETAIL 1 W As W — — _ SCALE:r=1'-(' a rOPTION x x 0.060"STRAP®FJ1(kl LL '- — — — — I I p CAULK EXPOSED SCREW COMPOSITE SEAM AND 12 Q) r HEADS - WAY BETWEEN EACH SIDE W/ ``�m O (3)#10 x r INTO FASCIA ANIJ. T COMPOSITE ROOF: 1/4"0 X 4' PLACE SUPER OR EXTRUDED <(3)#10 x 3/4"INTO GUTTER � . HEADER(SEE NOTE BELOW) _ _ — — LAG SCREWS W!1-1W"0I FENDER WASHERS D 1r O.C. GUTTER BEHIND GRIP EDGE -OPTI #8 x 12"S.M.S.G r O.C. THRU PANEL INTO 2 x 2 �'z 8'LAG SCREW(1)PER - FOR MASONRY USE PAN ROOF:#8 S.M.S.x 12'® - �/RAFTERL 12'0 1/4"x 1-1/4"MASONRY 4'O.C.OR(3)PER PANEL FERRULE` ' EXISTING HOST STRUCTURE: ANCHOR OR EQUAL *X r x 0.044'HOLLOW EXT. SEALANT WOOD FRAME,MASONRY OR @ 24"O.C.FOR WOOD USE — — — — — — OTHER CONSTRUCTION #10 x 1-10 S.M.S.OR WOOD 5/18'0 x 4'LONG(MIN.)LAG #10 x r S.M.S.G 24"O.C. -3"COMPOSITE RQOF PALl - f��! SCREWS G 1r O.C. SCREW FOR 1-12" — — — - .:}. ` . '(MN.SLOPE 114":1l 94 EMBEDMENT(MIN.)INTO RAFTER OR TRUSS TAIL ALTERNATE ROOF PANEL TO WALL DETAIL CONVENTIONAL RAFTER OR EXTRUDED OR SCALE: r=1'-0" TRUSS TAIL EXISTING TRUSS OR RAFTER SUPER GUTTER 3'HEADER PANEL / 'FASTEN TO PANEL W/ ON NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/(3)EACH#8 x 12"LONG EXISTING FASCIA _ 48 x 12'S.M.S.EACH SIDE CORROSION RESISTANT S.M.S.W/112" g ALL SCREW HEADS SHALL BE SEALANT `G 1r O.C.AND FASTEN TO O^ GUTTER W/LAG BOLT AS �V{ CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. SHOWN PAN RIBS SHALL RECEIVE(1)EACH#8 x 12"SCREW EACH. THE PANS MAY BE EXISTING ROOF TO COMPOSITE ROOF PANS DETAIL 2 ANCHORED THROUGH BOXED PAN W/(3)EACH#8 x 1"OF THE ABOVE SCREW TYPES WEDGE ROOF CONNECTION DETAIL AND THE ABOVE SPECIFIED RIB SCREW. SCALE. r=1'-0" SCALE: r=1'-0" OF EAlm ALTERNATE 314"0 HOLE GUTTER PAN ROOF ANCHORING DETAILS PAN ROOF RIDGE CAP SEALANT; PAN HEADER(BREAK #8 x 9118•TEK SCREWS@ FORMED OR EXT.) \ PAN RIBS EACH SIDE HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR CAULK ALL EXPOSED SCREW — GABLED APPLICATION #8 x 1/2"CORROSION HEADS&WASHERS 0.024"ALUMINUM COVER PAN RESISTIVE WASHER HEADED OR CONTINUOUS ALUMINUM SCREWS G 24"O.C. 08 x 1/r S.M.S.(3)PER PAN — SHEET ALTERNATE 08 x 1/2*S.M.S. AND(1)AT PAN RISER W/1/r 0 WASHER ALTERNATE CONNECTION: #B x 1-1k'SCREWS(3)PER PAN OR COMPOSITE ROOFPANEL PAN INTO BEAM THROUGH .:: .. .. t1 BOXED END OF PAN AND #8 x 112'S.M.S.(3)PER PAN ..... 1j HEADER ALONG PAN BOTTOM 3/8"x 3-1/21 LOWER VENTS ,� .... } OR 314"0 WATER RELIEF ROOF PANEL TO BEAM DETAIL 3 HOLES REQUIRED FOR 2-1rF $ E: 2'=1'-0" 3 FASCIA COVERS PAN&SEAM &W RISER PANS " 0--PAN&ROOF WHEN FASTENING PANELS FOR PAN ROOFS: J OR PANS TO WOOD PLATES TYPICAL INSA& NOTE: SCREWS SHALL HAVE A (3)EACH#8 x 1/2'LONG S.M.S. TYPTED PANEL Q GUTTERS FOR 2-11r AND LARGER PANS SHALL HAVE A 314"0 HOLE ORA 318'x 4'LOUVER C MINIMUM EMBEDMENT OF 1' PER 12"PANEL W/3/4' SCALE: 21"=1'-0" °B z ALUMINUM PAN WASHER 1r FROM EACH END AND 48"O.C.BELOW THE PAN RISE BREAK TO PREVENT WATER co) t!J BUILD-UP ON THE ROOF.THIS WATER RELIEF SYSTEM IS RECOMMENDED FOR PANS CAULK ALL EXPOSED SCREW .INSTALL RIGID FOAM INSULATION INTO C NOTES: 1 SMALLER THAN 2-11r ALSO HEADS&WASHERS ALUMINUM ROOF PAN. Z 0 2.COVER INSULATION WITH 0.024'PROTer roR PANEL WITH OVERLAPPING SEAMS. C7 (� V Z IRAN FASCIA GUTTER END CAP WATER RELIEF DETAIL FOR COMPOSITE ROOFS; ROOF PANEL 3.INSULATION PANEL SHALL BE CLOSED W#4TH ALUMINUM END CAP To SECURE -u N a 0 � SCALE: 2"=1'40" #10 x(t+1/2')S.M.S.W/ (PER TABLES SECTION 7) PLACEMENT AND TO DISCOURAGE THfENESTIIG OF WILDLIFE AND OR INSECTS. } g W Z F- Q 1-1/41)FINDER WASHERS 4.PROTECTOR PANEL WILL BE SECURED)%y#8 x Sr CORROSION !lJ _ RESISTIVE WASHER 'ZZ 0 C D D FLASHING O.t124'OR 26 GA Q 121 O.C.(LENGTH= _ SUPPORTING BEAM HEADED SCREWS. � to Jill GALV. PANEL THICKNESS+1-) (PER TABLES) 5.SCREW PATTERN WILL BE 121 ON ALL Q' - Ch C G ROOF BEARING ELEMENT PANEL PERIMETERS AND 24'O.C.FIELD ON EACH V m V) (SHOWN)AND 24"O.C. NON-BEARING ELEMENT( IDB.ALUMINUM END CAP WILL BE ATTACHE1�'WTH(3)#8 x 1Jr CORROSION RESISTIVE � F- Q O CV Z WASHER HEADED SCREWS. 7 0 a _ 0 NOTE:FOR PANEL SPANS W/0.024"ALUMI(}UM PROTECTIVE COVER MULTIPLY U 0 Q 0 5 U — — — — — — WALLS) SPANS IN SECTION 5 OR 7 BY 1.28 FOR HN?,%METAL&1.20 FOR H-14 OR H-26 METAL I- J W 2"x r x 0.06"x BEAM DEPTH+ ROOF PANEL TO BEAM FASTENING DETAIL W � N C ATTACH ANGLE'A TO SCALE: 2"-p-0' W e- FASCIA W/2-318'LAG — — — — — — Lu Z , SCREWS G EACH ANGLE ® _ cm MIN.2x 3'x 0.1150"S.M.B.(4) #10 S.M S.®EACH ANGLE ® 0.024'x 1r ALUMINUM BRK_� #10 x 4"S.M.S.W/1/4 x 1-112" y EACH SIDE ® MTI.RIDGE CAP S.S.NEOPRENE WASHER Q 4) 8'O.C. COVERED AREA 0000 ° 00 VARIABLE HEIGHT RIDGE SEALANT TAB AREA 00 r► la. I-A B BEAM EXTRUSION 318'TO 112*ADHESIVE BEAD as M x W W TEK SCREW O W FOR A 1'WIDE ADHESIVE M!til W O.C. STRIP UNDER SHINGLE a cm N A-WIDTH REQ.FOR GUTTI?FR B=OVERHANG DIMENSION ROOF PANEL „ie SUBSEQUENT ROWS +w a BEAM TO WALL CONNECTION: -- M m (2)2*x r x 0.060'EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WJ MIN.(2)3/8'x 2* ' I 00 STARTER ROW m T C LAG SCREWS PER SIDE OR(2)1/4'x 2-1/4•CONCRETE ANCHORS TO CONCRETE OR MASONRY � WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" COMPOSITE PANEL WJEXTRUDED OR BREAK �--(3)1/4.0 THRU-BOLTS(TYP.) (ALTERNATE);1)1- m zO BS A 3/4"x 1-314"x 1.314'x 1/8"INTERNAL U•CLIP ATTACHED TO WOOD WALL W/MIN.(3) 1/8'x 3"x3"POST OR SIMILAR FORMED GAP SEALED IN I '-- I 3/8"x 2*LAG SCREWS PER SIDE OR(3)114'x 2-1/4'CONCRETE ANCHORS TO CONCRETE OR PLACE W/ADHESIVE OR as MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' #8 x 9/18"TEK SCREW Q 8' SCREWS W 06 - D.C. 6 < O.C.BOTH SIDES w x CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL SEALANT BEADS V a - SCALE: r=1'-(' PANEL ROOF TO RIDGE BEAM 91 POST DETAIL PROFAB COMPOSITE ROOF PANE11 WITH SHINGLE FINISH DETAIL m 0.024'X 12"ALUMINUM BRK SCALE: 2 -I'0' SCAT-E: 2%--1-4r o t MTL RIDGE CAP #10 x C S.M.S.W/1/4 x 1-1@' ATTACH SHINGLES TO COMPOSITE ROOF PANEL} yyRFI INDUSTRIAL ADHESIVE•. - -� d NEOPRENE WASHER G e"O.C. APPLY ADHESIVE IN A CONTINUOUS BEAD 3J8"T011r DIAMETER SO THAT THERE IS A 1'WIDE.- STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT11N PLACE ® ® VARIABLE HEIGHT RIDGE ...:.. ..' .. ::. : SEALANT r FOR AREAS UP TO 120 M.P.H.WIND ZONE: BEAM EXTRUSION .. .. x ® ® 1) STARTER ROWS OF SHINGLES SHALL HAVE Qft STRIP OF ADHESIVE UNDER THE SHINGLE . . ® ® : - - #8 x 9/18'TEK SCREW Q 8" AT MID COVERED AREA AND ONE UNDER THfE%HI1GLE AT MID TAB AREA. STARTER .. ` O.C. SHINGLE ROW INSTALLED WITH THE TABS FA(bING IN THE UPWARD DIRECTION OF THE - - — — — — ROOF SLOPE. - ROOF PANEL 2) SUBSEQUENT ROWS OF SHINGLES INST -•-• MLE$'WITH THE TABS FACING IN THE DQNINVAgD �� RECEIVING CH,kNNEL OVER (4)#10 DIRECTION OF THE ROOF SLOPE WITH ONE DRIP OF ADHESIVE UNDER THE SHINGLE/(7 RECEIVING 6 r x B'S.M.B.W/ MID COVERED AREA. �k BEAM ANGLE PROVIDE 0.080" S.M.S.@ EACH ANGLE 2x SELF MATING BEAM FOR AREAS ABOVE 120 M.P.H.WIND ZONE: SPACER 1D RECEIVING EACH SIDE 1)STARTER ROWS OF SHINGLES SHALL HAVE CHANNEL ANCHOR POINTS(2) 118"WELDED PLATE SADDLE VINO STRIPS OF ADHESIVE UNDER THE NOTCH ANGLE OPTIONAL -- W/(2)1/4"THRU-BOLTS SHINGLE AT MID COVERED AREA AND TWO S�pS AT MID TAB AREA SHINGLE ROW #10 x 2-1/21 S.M.S.G RAFTER #6 REBAR IMBEDDED IN TOP INSTALLED WITH THE TABS FACING IN THE UFWARD DIRECTION OF THE ROOF SLOPE. EET TAILS OR 0 r O.C.MAX W/ MUST REMAIN FOR ANGLE OF CONCRETE COLUMN(BY • .. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLEIb�PER PREVIOUS SPECIFICATION WITH TWO r x 8'SUB FASCIA STRENGTH OTHERS) .° , STRIPS OF ADHESIVE AT MID COVERED AREk •ADHESIVE:CHEM REX-PL PREMIUM 948 URETMANE ADHESIVE OR OSI-RF140 Q CANTILEVERED BEAM CONNECTION AT FASCIA(END VIEVV) PANEL ROOF TO RIDGE BEAM A CONCRETE POST DETAIL SCALE: r=1'-0" MINIMUM ROOF SLOPE: r IN 121 SCALE: r=r-0' of 11 COVERED AREA TAB AREA W/1'ROOFING p ITable 7.1.1 Allowable Spars for Industry Standard Riser Panels for Various Loads Table 7.1.3 AlbWable Spens for Industry Standard Riser 1AMIs for Various Loads NAILS Aluminum Allay 3105 H-14 or H-25 Aluminum Alloy 3105 H44 or H-25 INSTALLED PER p 1410 x Ir x 8.021r 2 or 5 Rlb Riew Pw at*"Rosros r x Ir x RZ14"2 or 5 R&Riser Nnelo MANUFACTURERS open sbuclunr screen Rooms pardw Earlaaed Enclosed owrdrarrp I _ screen Rooron oloos Roma SPECIFICATION FOR NUMBER o Wind Rod a Amara Covers Cantilever y oPM Structures Nlono4lNopod Roof a A Pmlolly Enclosed owMauq I Cwdit er 1162 3 4 1162 3 4 tat 3 4 tat 3 4 AN 4 4162 3 4 AN AND LOCATION Rogian tit 3 4 tae S 4 tae p wM RIM "M "M dens Nrn span sons � qm spPM deM Roofs span span span spen open "' Mitt wan span deM epos Rods OOMPH s4" 64' W-1* Sr T-10' T-11* 4'-9' 5-11' S-0" Sr VW 4r 1'-11' 100 MPH 14'-11' 18'-8' 15-10' 14'42 1T-11' 18'3' 10'-T 1 13'-11' 11'-8' 14'-0' 14'-11" 4'-0' ISM 64• 6-0' 77--77--F-r -7-4 -T7-' S-r S 4'-tC 5-11' S-1• 1'-11' 110 MPH IV-r IV4r 18'-10• 13A' 1S-r 153' F-11' 1 7T-11' 10'-9' 13'-10' 14'-1' 4'-0' 20 MPH 6-0' T4' T41* 54• 6-0' 6-11• 4'3• 53• S4• 4-T S-r S-0' 1'-0' 11'-17 116-r 1r-tr 13'3• s'-10' p 120 MPH 13'-r 17-11' 18'1* 12-C 1V4r 194r 9'-5' 1 23MPN F-11' T4• T-8' S3' 64r S-9' 4'-r Sr S3' 4'-0' S S•8' 1'-0' 123 MPH 1741" 1T-5' 12.0' 12'-4' 1S3' 15'-8' W-1* t 11'-0' 9'-11' 72'-0• 12'-11' 9'-9' p 30 MPH 54• T4' Tr 6-r s ' s4• 4'-0' 4'-11' S-T 4'-4' 54' 54' t'-8' 130 MPH 13'-t' 18'1* 1s4' 11'-0' 14•-0' 14'-11' 6-11' 1 11'3' 94' 771* 12.8` 3'-0' SUBSEQUENT ROWS MPH 0 4r 5-11• S-0' 4'-0' 5'-tr S-0' 9'-70' 4'-9' 4'-10' 4'-1' 5'-1' Sr T-T 140 MPH 104• 1T-00' 93'-1' 10.4' tZ-10' 13'-1' S-0' 1 f0'-0" 9r 11'-' 11'-r 3'4r p 50 r-0• 5-ft' 6 448' S4T 5-11' 9' 4' 4'-T 3'-11• 4'-1C r-11' 1'-0' 150MPH 104• .12-10' 13'-1• 104' 1T-10' 13'-1' 91* t 703' S-9' 10-10• 11'-0' 3'4• 3/8'TO 1/2'ADHESIVE BEAD C, FOR A 1'WIDE ADHESIVE 4M'x it x assn 2 or s rub Rim Paris 61rs Rooms STRIP UNDER SHINGLE open structuressaosn Reonr PMmly Enclosed Erwoeed I r x 11*x 0 030.2 or s Rib Ryer Panels cyan Room Wind rod a AmehW Cows Candiever Open aopsd Roof Mersa Rooms Encloosd Oserhang i STARTER ROW vRrrd Rod a AmeMd Covers Csn6loer + .. 1162 . 3 4 1162 3 4 1162 3 4 1162 3 4 AN Rsglon 1162 3 4 tat 3 4 tat 4 1162 3 4 AN COMPOSITE PANEL W/ wan wan span dean wan dean wan dens dens Han epos aper Roots open Mtn span spm+ sin span son Roofs EXTRUDED OR BREAK NRH 1"r 91* 94• F-r s-W s-r sr s-4• ems' s-r s-tm a-11* 1"r too MPH tsr 19-11* 2164• 1st 194• 19-• ars / 14 1� 1� 1� 10 V-IV 68' 8'-17 s3• T-10' S4' WAW S-1T S-1' S3• S-Y S-r r4' 710 MPH 15-8• 19-11• 204• 1*4' 153• 15.8• 10-0• 1 FORMED CAP SEALED IN 3' 11--r /a'-tr 1st 4-0• 1• 64' 61* 64' S-11* T3' r-5' 4'r 5.8' S-0• 4'-t1* S-1' S-- 1'-11• 120 MPH 14'9' 194' 19-8• 17-1* 1r 1r4r t0-r 7 r PLACE W/ADHESIVE OR 64' 6-0' V-r S-0' Tr T-9• 4'-0' S-r 54' 4'-IV 6-17• S-i' 1'-11' 123 MPH 14'-r 18'-10' 19r 13'3• Iv-w 12.6' 9'-11- 1 1311* 10-11' 13'-11' 14'•3' SCREWS - 17-11' 10-9' 13'4' 144' 4'4• Q him6-1• Tr T-10' S-T. 5-10' 5-11' 4'-0' S4' S-0' 4'-0• S-r 5-40' 1'-10' 13OMPH 14'-1• tr-10' 19-r 1T-10' 15-70• IV-r V4r 1 ir4r 7045' IS 13'-8' 3'-1T Ojf 7/18'O.S.B.PANELS Sr S-4• ew S2' 94' S-0' 4'1* S-1' 63' 4'W S�8' S-r 1'-9' t10MPH 1111* 19'-10` 14'-1' 11'-r 79'-70• 14'-r 9-r 1- 1111* 9-1T 11"4• 1T-71* 9'8' MPH 61* 64' s4• S-7• 6r 64' 3'-1T 4-10 4-11* 4'-T 1 S3' I Si• I I 150 MPH 1111* 13717 14--l- I 1111* 13'40"1 14'4• w4r 1 11-7• I 9S 1 1146'1 174' i 3-1*. W PROFAB COMPOSITE ROOF PANEL WITH O.S.B. 4p'x1rxe.ON'2err5Rbfavor Paoslo 61ossRoots rx11*x&Mr2err5Rib Rise Pony � Z O w AND STANDARD SHINGLE FINISH DETAIL a>� wosnRoMr. PMYegyEndowed Enclosed overlong/ op"savewas Screen Room P.nwtr �`� Eneloead o1e1i1e„Ot C3 0 U Z m SCALE: N.T.S. wYrd: Roar aAmclrd Covers Ctrdlowr wins Mono-sbped Roof a Amdrd covers CMdliarar N CO Ur O '�M 1162 3 4 1162 3 4 1162 3 4 1162 3 4 AN Region 1162 3 4 1162 3 4 1162 93 _4 tat 3 4 AS {I.I Z ajf SPECIFICATIONS FOR APPLYING O.S.B.AND SHINGLES FOR ROOF SLOPES OF 3:12 TO 4:12 > MM wan wrr torr wan wM � RIM MFM Rods "M Mpen sin spen SIM tin tin wart � wan wan gado _Z O O 0 0 OOMPH 6-0' 1w-r 10-11* T-t1* 9-17 10-0' S-0' r4r r-0' S4' S3 sS r-0• too MPH 18-17 29'4• 23'-9' 153• 21*-r 29•-01 13'-tr 1 0 _J IJJ _0 INSTALL PRO-FAB PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 164• 116-11* 79 r 19-T 1101* 7 .,1 IWN 91* 10 1' 103• T3' 91* 94• s4' S-11' Tr 5-1' T-0' T-17 1"4' 110 MPH 15-17 294' 2=164r2'14"21'4• 21-9' 12-11* 1 754' 14-1• 78 2' 18 2 4'-0' W Q SEAL ALL SEAMS WITIH PRO 2000 CHEMREX 948 URETHANE AND CLEAN THE ROOF OF ANY 20 MPH r4• g-r 9-0• 6-1 r 64' 6-to• S4• 61* 6-r s 1* r-r r 1* z-r 120 MPH 163' 2Z-r 22164• 20-0' 11'41* 1 mDIRT,GREASE,WATEIR OR OIL. 194' 13'3' 7611• tr-0' 4'16 V23 MPH T4• 94' 9r 6.1* 64• 6-0' S3• 64• S-r sr S-tr r-r r1* t29MPH 11*-17 27-11* z9-t1* 20-4' ir-0' u1* g = O W1St 13'-0' is-1' 164• No J i'- Q N QAPPLY t6 MILS OF MCIRTON 651 GLUE TO THE PANELSAND INSTALL 7/1B•O.S.B.OVER THE 3o MPN r1* 5-t1* 91* s e• s3• Ss• s-r 6161 sa s a• s e' s-17 r-r 130 MPH te-r 20•-17 219-1* 19-r 11'3' 1 14-r 1z r 1s 5+ 1v it 1"a �- UGLUE AND PANELS. MPH 64' T4• r1* s4` T4• r-r 4-17 5-t1* S-r Fr 5-0' S8' 1"0• t4oMPH 194• is-r 11st 18 s' 19-0' 1 013'-11*. 1T-r 14=17 is-r 4'-0'MPH 64' T4• Tr 6-t1*. T3• T4' 4-1* s-1* 5-17 4-11* 5-r s3' 1-71* tsOMPH 19'4• Isr 1tsr 16-01 703• 1 V O � O jr Z INSTALL 15#FELT PAPER IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,2001 EDITION, 1311• tri1' 116'-t• 14'-r 'r4r Waft,Told rod perw.idln•ream.idlb+eraedasr+ Q LL 0 SECTION 1507.38. - o'�Ro?rg• Hots:TaWroefptrwwid�h•roomwldtlr+wtNwMur+orehMg. � � INSTALL SHINGLES IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,2001 EDITION,SECTION z s- O 1507.3. LU Cp 7Tabb 7.12 Allowable Spans for Industry Shmdwd Rleer Panels for Various Loads Table 7.1A Allowable Spans for Industry Standard Rleer IoIMnle for Various loads M Z N M Aluminum AI leY3105 H-14 or H25 AlwnMum Alloy 3105 H,2U � � UNIFORM LOAD UNIFORM LOAD -Ur:lr x LOW 2 or 5 Rib Him PanaN awes Reoaa r x 1r x O.e24.2 or 5 Rlb Ryer Party oPM Obuchmo sa+aan Roams PWasy Enclosed EndaeMa oreAwrp t wua Raaos J Ylerd Rod a Amahsd Covers CaMlitwr o - atnrabRo SveM Ream ErreioMed oveft"I Q Wind Rod i AtoeMd Carrs Cantllar�r ¢ IM 3 1 4 1161 3 4 tat 3 4 1162 3 4 AN IYglon tat 3 4 fat 3 4 1162 4 1&2 3 4 AN SIM Moen span open RIM deM Miss "Mr deM "M qM open Rods tin span ow Open apes spen •pan tons "Mr aP n open Rpa4 HIM 61* 10=1' 104• r4' 9 w r v-8, T Tr s-1• •r -11• T4• 1001PH-IFF 79-17 20'3• 7b'-1• 19r 19-T 1115' 7 14-11• 72-0' iS 1s-1` 4' C or T-1* 94' 94' 644 6$ V-17 4--'-7-7-- -F4-r =4' r-1• -T 1"3' -110wH -TRT 19-77 203' 1w-w 19- 1s-r 10-0' 1 191-17 11-0' 14'-17 15.1• 441* Uj .- A B A B Tr 916 93• 64• r 64' s 0 63• 64• S4• 6 61* z-r 129 A It 1418• 19 2' 19-r 13 5' tr4• tr-0' t0-1' 1 1s-r t0-11* 191-t1* r4-r 1"4r ~ N T-0' 6-17 90' 64• 6-0' 6 4-11* 6-r 63• s4• S-r 6-0' 7-r 423 146' 161* /9-r 133• 164• ire• 9-11* t 11*-17 19-9' - t3 1 4-0' a � N SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN s-0• 64• 64• 6-r r 1* 17' 4'1* s-11* 616' s-r s4• 6s 1'-t1* 130 W t1* 1 -1 11*r is 16-r 9-r 1 1 64• 17-7 1 341* S T-0' Tr S4' T 4'- Sr -17- 4'-11* 6-0' 1'-i t' 140 MPH 11'1* 13-1* 74'4• 11',2' 13'-0' 14'-0' 91* 1 11'-0' 9-10' 12- 12.17 + YPM S48' T4' r1* S-r 6-17 6-17• 4'4• S4' S$ 4'-9• S-0' 5-11• 1'-77 150rR�i N. 13'-9' 1414r 11'-r 13'4r 14'-0' 8'-9• i 1 14'- 1 9'- m ZF urog UNIFORIiA LOAD UNIFORM LOAD 41r x 1r x UN 2 or 5 Rib Ryer Pansy Gisos Roeder r x 11*x 0.030 2 ars Rib Riser Pant r W m 5L Open atnrs... aa.an aesrto ParSW Enclosed Enclosed overhang t open Sbueheos wean Roans PMW tiloao Rooms Enslaved o I �• Y YrYrd Ref a Amaad Covers Grdbrur Wind Roof a Amdrd Covers oosd CarlNevsr r gins 1&1 3 4 1162 3 4 1162 34 %2 3 4 M Region 1162 3 4 1162 3 4 tat 4 102 3 4 AN "NPUN 01300 o r" SIM SIM "M n dean wart wan wan speer open dens wan Roos wan wan wan wan open "on wan t�1Zjr 3!H 8-17 19-11* t1*-r 6-1' 9-t1* lo-r- s-r r-r r-11* 6-r 8'-4• 8'-0' r-r too MPH tr-C 211-W 21-17 184• 20-0' 21'-2' tr-0" 7 tsr-1* 1- 1T 1211• 4-0' W 2 X A 81 C A B C p to MPH 63• 163• 104• T-0' 94• 94• s1* r-r r3• 6-r r-t7 r-11* 1"5' ttoMPli ire• 21'.r z1*-17 ter 19-r 20-0' irS 1 74.11* 17-11" 15-11• 164• 4W rats <LL T-711 9-0' 9-11 6-11' 6.1* 9-11' SS' 6-0' 6-77 5-17 Tr T4' 1"3' 120 NPH 15-17 20.8' 21'-r 14'-8' Mr 19-1* 10-11• 130W-71' 11'-0' 16-W 19-C 4-0' : C W e i✓jj 2 SPAN 3 SPAN MPH T-r 9.r 9.9• 947 ra Sa' s-1r 6'4• 8'-r 8'-0' s-8' r-1• rr 7-r 123 MPH 16�r Wr z0-T 743' 19-C 76-1* 10-9' 1 1S-t1* w-r ivr 1S-r 4--w Z x l- MPH T3- 9-1* 94' 8'-r_ 64' V4r s r 84' 8-8' 54" s47 V-11* z1* 130 MpH 1sr 19-7 19.8' 13'-0' irr tr-tr 104• t t9'-S 11-2 143• 144' J-7 L- 2 6-r r1* T-8' 6-1 r1*. 1".8' r-11* 6-1 6-z 57 64• 64• 2'-0' 140 MPH 41"-0' 41-47 15'-2' 1174r 14-17 is-r 9 1r-r 104' 13'-r 19'-17 44:.. UNIFORM LOAD 6-r r-T r4r &-11* T4• r-r 44- s-1* s-t1* S4• 6'r 8'4• r-11* 150 MPH tr-0" t4-17 1s7 77-0' tr-t7 1V_2' 9'S' t. t1*-t1*. 161* 1T-11' 17-7 . T-17. - 0. 4R-:11*z 0.050'2 orE RIb Ryer Paosw s1osM Roper r x tr x 0.088'2«s Rib Riser Ponds (loss Room JMPHIV-4r pen soctwse Marten Room pw dsNy ErrloMMd Enclosed overbong I open abrrahx.. screen Roses PartW overs aro-0IwWaped aAmdrdCotias Cantlloeer yR„a woosd ErrdoMed vrewtst t Z 3 4 1162 3 4 tat 3 4 1162 3 4 AN Rolan 1 2 4 � 1162g34 tat 3 4 A B D C o/M wM dess wM Seen sins opM opss wM Sons � ROaY ow open open open dew Soon wan deMr wan wan .wan Roars 'N G ' 124F tr-11* 9.8' 11'4r 11-11• r-r 94' 93• r-t1* W-V 9-11* 7-11 100 AWH 203• 254• Mr 19-T 243• 244• w-11- 1 1* 194• 16-1* �'-r 20-11' - 4'-0•4 SPAN 174' tX-r 6-17 10-11" 11-1* 6-r 64• 6-0' T3• 9r 94' T-17 110 MPH 203• 25.• 294• 18'-r 27.11" 23'4• 13'-11* t 48'-r IT2' 19-r 19'-11- .-441* 111-r 111-r 64' 163•. 104• s4• 64' 61* 6-0' F-r 647 z4•. 120 MPH 19-r 2Vr 24.4• 124' 21'-17 22'4' 13-r 1 164• 1rr 164- t -7NOTES: 1141* ire' 6r t6-r 10-4• 63• r-1t• r-r B4• 64• 9-0' 7-r 123 MPH t9-r 2Tr 24•-r tr4• 21'4• 2T-t7 17.11- 1 ,r 16.3' 13-11* 46-r 4 " 4 ' ' 10'-V 19.11 r-1T 9-r 9-11• V-(r 1"S r-0• r-w 63' w-w r4•. t3o AR'H 75-1• 274• 2r-17 IVA" 20-r W-11* 12'4' t ts4' 13'4• ire• tr4r, 4'-Ir1.l=Span Length 6-17 94' Tr 6-17 90' S-9' T-1' T3• 61* T-17 T-t i' 75' 11= 74'•1• 1r4' 7246' 74'-1' 124' ir-8' 11'-2 1 ' 1T-17 75-11'Q=Overhang 18nQNt 6-17 9-0' s-71' 6-17 9-0' s4' 64 8-11 S-17 T3' T3' 1"-3• 150 MPH 14'•1• 124' 7T$' 14'-1• 124• 1r4r I 11'41*I 1 14'4' 173• 7Sr 154• 4'-0' 2.All spans Ned in the tables are for equally spaced distances hetwreen supports or anchor points. RoW Tdd rod pend wMd-room w""+uvN wove+avwhaeg Noir Taal rodS EET 3. Panels shag not be spliced except at supports. Pend wtdur roan w<dNr+wale width+oeerhMp SPAN EXAMPLES FOR SECTION 7 TABLES 10D SCALE: N.T.S. of 11 Table 7.1.5 AnoWable Spans for Industry Standard Cleated Panels for Various Loadif Aluminum Alloy 3105 H44 or H-25 Glass Rooms Cvedtm0l 1314•x 1r x 0.024"Ctedod Pends PerBdly Enclosed End cant em _ Sttuehass sass°Rooms Wind OPM Roof 6AOodMd 4 162 3 4 162 1 4RodssWn ANCovets - - q 162 3 open •Wn Replan tat 3 open aw spm •p•n spm .10 S$ spm sp♦n span •� 104' <0'-+0' 700 MPH 10-10' 13'$ 13'$ 9-71• 17-T 17-t0' T-8• g$ 9'-0' e'4' ,0-io• ir-o• 5-0• e'$ 5-r r-2• 9"+' 9x r-s' 110 MPH 10-2' 77-11• 13'-3• 93• ,1•-s tea$ r-r e•_++• �_i• r-9" g-r 120 MPH 9$ 173• ir$ 5-9' ,O'A 7-s' 123 MPH 9$ 1 r-9• ir4• 5-7' toGu ,ate '7' r+• VIP r T.C. s 130 alt 9-1• 11'3' 71'$ 54' T-0' S$ 53'. 11• 7 140 MPH T$ 93' 9-0' T$ 9.9• 9$ 5-0' T•5• 5 2. T-+ 15oMPH r$ 93• 9$ r4. g-9• 9$ s•-e• T-+' T3' RoowW 14W x 1r x OAW cbew Psmis Sassn Rooms ParHYy Emlmsd CanelLLver stroetatee WWW man" Roof i Attached Coors� 1a2 3 4 tae 3 spm froah Rp[on tat 3 4 tat spm •Pen spm spm ' •�" `� oif «i 100 MPH 11'$ 14'-0' 14•-B' 10.,a.. 13'-T 13'-10' S-3• 10'-9' 10'-5' S-1+' 11'-t 0•.11'. 3$ 110 MPH 70-11' +9'.11• 143 9-11' 17•T 1r-10• T-0" 9-T 9''r S$ ,0 9-10• z-++• CO)N W 120 MPH 10'.5' 13'3' 13'$ 9$ 17'-8" 174• T-2' 9-'• 9-3' T-11" 9' B'$ 7-10• N 123 MPH 10-3' 13'-0' 13'3• 93' 71'$ 11'$ T-1' a'-11' 9'-1• T-10' 9 g-1• 7-8' 0 130 MPH gig• 17-T 17-10' S-+'^ 10',0„ t0'-r 5$ 53• 5-s' 5 T r-T' - (' (' U Z CO) Us MPH 5_+. 10.p 10-? 5 _ 15os�H e'-r 754 1n-? a-1' lair ,o-? s'-r r-io• e'o• se a 2 W Z_ F—3 W ohms Roam arm"/ Z O 0 pp 1-010i4-x 1r s 0Cleated P 8etssn Rasnr PWUW End„sd 6enlwssr 5OfAJWopenF.. ea YYMd Mmm-Btep�d aAftaehedCwsts 4 1a2 bt 4 - C R Roof 1Ji? ,iZ 3 �. Raw 1a2 9 3 4 spm spm opm sWn Q opo, •pm .wn open � .wn s-0- 9-++• J J 1=— a RoW N Z loo Mwl 19'$ 15.11• 1T3' 1r-10• 15'-ii• 153• 9$ ,r-S +T$ 10$ + 1r-,0" 3'$ _ �" U = O y, 110 MPH 133' 154' ,9'9' ir-0' 149• is-r 9-1' 1r3 ir$ B-1o• ' 11-0' S�14r U O O W 120 MPH 1r$ 15$ 15'-9' ti'-0' 1• 44. 3W a N Co 123 MPH 174' 15-3 15'-T 10'-10' 13'-11' 14'-? S$ 1V$ 10'$ 9'-r ++ 130 MPH 11'$ 14'$ 15-1• +0'$ 79'$ 19•$ 5.7 10._1. 10'3' S-10' 10E 10-T g.2' Z 10'-1' 3'-0' g 140 MPH 9$ it'-0• 11-11 9$ 11•-9' 11'-11• T-10' 9$ 9'•10' S-0' + Qo 150 MPH 9$ 11'$ 11.11" 9$ 11'$ 11•_11• 7.,3. g-r 9$ T-it• 9- - 0: Z N. Note:Tdd rod petrl aeldet roam lrldtla wdl aal sh•ovstlunW - - CO) Composite Roof Panels W Vats Loeeds Table 7.1.6 Al�bl°um Alloy 3103H-1 H•2Industry Standard EPS Core Dens Foarn 7 prstiwtq l t ea r x 4r x 0.044•P 5~Room Partldha Ettdosed CrANswr _ wind aopen sPsd Roel a futad od COVOM` 1a2 3 4 1a2 4 As Red. : lZ. it 7i2 3 4 spm •� W F N Repan 1a2 3 'p"' ig18 iS-10' t'-? i i''8' � �E 4 15'3' 9$ 70$ 10-2' 10'$ .10' i0-0• -+ W 15$ 1T-10' 13'3' 14'-10• 14'4' S-8' 9'-0' 9'4' 9'$ r 1C-9• -+ ®6 r► 123 14'-7P 1T-0' 18'-T it-1Y 14'$ 19'-+1' Sfi' ?-+ 130 epi 14'-? 15'-10' 15'3' 11'$ 13'-8' 13'3• T-11' 5-11' S$ 9$ r-' F• tl-- T 140 10-19* iw MPH 7040 11'-2' 10-10' 10-0• 11.-? 10_10' S$ T-0' T3• .j.,5. .O• C ti f 150 MPH 10'-0' l;leas Roans OuawMm0/ � a r x 40•x OA3r Psores°Room pertlsay Enaloead Cmateeer m A . W <; � open Rod 6nm�.das�r• 1az 3 4 1sz 3 .p4.,, Roue. LL� o Repan 1a2 3 q tiz spm spm .pm wen •�' `. sWn open s spm 100 MPH 20$ 2x.11• 27-2' 19$ 21-10 21'-1' 17-71' 14'$ 14'-0' 14'$ $ 1Y-0' 4'-0" _ s 110 MPH 20$ 27-111 27-? 1T-11' 2'-1• 19'-5• 11'.1• 13'-0" 17-T +3'3' S•1• $ 4.0' 120 MPH 19$ 21'-10' 2T-1• 154' ,cg. 123 MPH 15$ 21'4• 20'4• 411 130 MPH 15-9 19'4• ,8'$ ,4'$ ' 1r 13• p11• W-47a i.` 40 MPH 3'- 13' -0' +r-,a iv-r ir$ 5-10' 9'-10' 9'$ e 1w MPH 1r-10" 73'3• 1T-9' ,r-+0' i3'.3' 9'-2' .- i' 4•x 4r x 0.024•PsnNsn Room Cen0lavet StrnWxse _ s Wind OPm Raef 6/ ahsdCear«o �-, 3 4 1� 3 4 Roofs - - Rspon 1a4 3 4 164 3 �n open ; open spm 5,•10'..15.3' 4.40. +;i. 100 MPH 29-0' 274' 21'T 19-1' 21.4• 2O-T 17$ 14'-? 19'-0' 110 MPH 20$ 274• 21'T 1T$ 19'-T 15-11' 10.70' 1r$ +73' 17-11'. 19'-2' 17-0' 4•'p a 1p-? 10-70' 1 r 174' 4.$- .a9'-+�. 21'4• 20 T 154' 153' 1T$ �}C.� p 123 MPH 154' 20$ 79'-,0' 14'-11' 1T-9' 15-2• 9'-9' 10-11' 10$ 10-11' 11'-T 1113' 4.4' 1 ' 70 [ �? 93' 104` 9-11• 0-0 ' „t ,�{� 130 MPH 154' 18'•11• 18'-3' 14',? 15-10• iS3• 0-,1, 14oMPH 11'-T 1r-11• 17$ 11'-T 17-11• 17$ 9'T F-il, 15oMPH 11'-T 17-17• 17$ 11'•T 17-it• 17$ 5$ S-1r o$ EET 's Ed 4"x 4r x 0.03r P sans°Rooms Petsdty Enclosed CrAlteve► Stress Cr Wind open Rod 6/1tted�ed 1a2 3 4 162` 3 4 Rods - O ims I: Rs01on 1i2 3 q ,a2 3 cpm spm . s �•• u' r open spm span spm *•Pm 193' 15-T 4'-0' {i, 100 MPH 23'-1' 25-10' 24'-11' 22-0• 21'-7• 23'-9' 14'-r 154• 15'$ 15 iT-+0' 15-1• 4'$ (t' 110 MPH 23'-1' 25-10 24-11 203 27$ 21•_11• ,3'-+• ;4'$ 14:-2' 14-1 14'-B' 14'3' 4� : .f.1 1r$ 13' 1 1 19-9• 11'3' 19'-1' 14'$ 13'$ 4'-0' OF ii 123 MPH 21'-? 23'-5' 27-i 15-4' $ 1311' 1r$ r it 130 MPH 19'$ 21'-10 2T•i• 754' 19.9' 15-T 10-8' 17$ ++•'r 17 it•-7, 11'- 4.4. _ - - 1q0 MPH 13'4" 14'-1P ,4'$ 13'4' 14'-ti• 74'-5' -11' 11'-1' 10-9' 11'- lair i4�. 180 MPH 13'4' 74'-17• 14'$ 19'4overholle- + t�4•-1l1 +q 104' 10.0' 10 now;Tod roof panel sAdsr roam asidlh �t &tAP R ggy I• [' lj General Notes and SDeclfications• 1. The followings furnish extrusbns are considered to be`Industry Standard shapes.The properties are hasW on T-3.00• z oo' drawings famished by Florida Extruders Intematiorrel,Inc.. I I A=0.6WIn.' i`2.O" -- 0.0770-1 WT=1.122 p.l.f. 1.00" A=0.243 in.' = a 0.045' Ix=0.762 h.` �`-3.00" -� rP 0.716 h. -� ii�+---11-t WT=0.278 plf. I I y1IVT=0.820 p.i f. " Sx=0.920 h? A=2.250In.' 0.044' $ be=0.136 in.` I Jx=OA77 in' 6063-T6 WT=2.578p.1.f. A=3.0321n• tx=16.427 W Wr-3.474 p.l.f. N sx=0.137 h.a 0.070 + =0.477 tr►• 3"x 3"x 0.045"FLUTED SECTION 0.055' f, lx=x2.563 h -k 6063-T6 --4 a3-TB SCAIE r=1'0• X4.40 h 0.09Y + o Sx=2.58 h. 1"x 2"x 0.044"OPEN BACK SECTION 3"x 2"x 0.070"PAT1d6ECTION 6063.50 SCALE: r=1'-0` o SCALE: z•=1' 2.00" 1.0cr 3.00• STITCH W/(1) A=0.287 in.' a STITCH W! 8 S.M.S.Q 24' -=1.081 In? A=0.772 in (1)NB BO S.Q 24"O.C.OC_ WT=0.329 W.I. -'I` � TOP AND BOTTOM O.C.TOP AND Ix=0.366 in• WT=1.239 pi.f. Wr-0.865pJ.f. BOTTOM 0.044• 8 , 0.093" c=1 m h• 0.046• +g Ix=1.940 h.` 2'x 7"x 0.055"x 0.120" 6063 T67 g�c=1.015 he o v Sx=0959 h? SELF MATING BEAM W/INSERT -� am-Ta Sm-'m SCALE 2'=V-W r x 10"x 0.092"x 0.369" 1'x 3"x 0.044"OPEN BACK SECTIONSELF MATING BEAM SCALE: r=v-cr 3"x 3"x 0.093"PATIO OCTION STITCH W/(1)N6 S M.S.Q 24.O.C. z.0o" SCALE: r=1,4r SCALE: r=114' TOP AND BOTTOM 2.00"i A-0.424 in., 2"x r x 0.046"x 0.100" J Wr=0.486 pJ.f. SELF MATING BEAM a �, N-0232 h! SCALE r 1-0 = ' Z 3.00' A=1.853 h. 0.044' + N 660D6-_30 T8 in` rI 2.00' c Wr=2.123 p.l.f. W Q UJ n�1A38 h? 0.072 + S a-16.638 h.` 2 U Z 2"x 2"x 0.044"PATIO SECTION v#r=1.646 p.Lf m Sx=4.157 h? SCALE:r=1'0' 0.1 -� I>�s 1.964 h` A=0.964 ko 6m-T6 Cl) U) 00 J 2.00"i A=0.496 h? SW-=1.323 h? U.l Z Q WT=1.105 p.if, z 0 0 o F WT=0.568 plf. 6i1 -TB 0.050' ♦< t Ix"3.691 h? ; co J W Q 0.055"ai Ix-0.276 int a' Sx=1.468 in? Sx=0279 trr• 3"x 3"x 0.125"PATIO CTION o 6M-Te STITCH W/(1)N6 S.M.S.Q 24.O.C. j Q�Q m o ao 6063-T6 TOP AND BOTTOM N Z 2"x 2"x 0.055"PATIO SECTION SCALE: r c 1-0• >- U 0 = 0 STITCH W/(1)Na SACS.Q 24•D.C. 2"x 8"x 0.072"x 0.224" SCALE:r=r-0• TOP AND BOTTOM SELF MATING BEAM U O 0 w U 3.0(r-I =0.451 In? 2"x 5"x 0.050"x 0.120' SCALE: r-r-0' Z U -i < W WT-0.620 pJ.f. 1--x.00`-- SELF MATING BEAM 2.00• W j o be=0.336 h. A��1.938 h= SCALE r=1'-0• 0.045 + N Sx=0.338 h.a W4rs 2.221 plf. O 0. Z N °°" D -'i. 6m-TS �.=aJ354 h.' � � 0.125' + g S�2.427 h e o A=1.990 In? Q 3"x 2"x 0.045"PATIO SECTION SCALE:r=1'-0' -To WT=2.2W pJ.f. A=1.095 h? b(-21.981 h.` 12.00• + WT=1255p.Lf 0.072 + Sx=4.885 h? A=OA51 1n.2 A.050 Ix-5.919 h! of WT-0.620 plf. 4"x 4"x 0.125"PATIO� h Sx=1.965 e em-Te Llj Ix-0.640�! SCALE: r=1'-0" am-TS TS }, F�- N 0.045 + Sx-OA27 heC; a L3 � 6063-T8 2.00" C lz ;2"x 3"x 0.045"PATIO SECTION A�0.482 in? STITCH wi(1)Ne sJNs.Q 24"D.C. Ul aD SCALE:2"-v-cr mr=mm p.lf. TOP AND BOTTOM STITCH W/(1)N6 S.M.S.Q 24.O.C. _ W 0AW h.' 2'X6"x 0.050"x 0.120" TOP AND BOTTOM m g 0.050" + $ s�0.406 he SELF MATING BEAM r x 9"x 0.072"x 0.224" W ' I z.o0" ew-Te SCALE: r=1'0' A=0.665 in? " w -k SELF MATING BEAM to 2 x 3 x 0.050"TILT TKON scALE: r=r-0' 0) - I K Wr=0.785pJf. 2.00'i `. rr �., Ix=1.393 in.' SCALE: r-1'-0' ai 0.050• + v Sx-0.697 h e *2.00" 2�• 1 L 06- 6063 -TO I A=x.562IrL2 , 0 W{T'=0.667 paf. A=1259 h? FLi? www0.050' + $ Ixc.,1226 h.' WT=1A43 plf.2, x 4 x 0.050 PATIO SECTION Sxc=0.614 in? 0.055• + Ix=6.746 InrSCALE:r=1' ' 60 -T6 Sx=2A9p in a A=2.355 rn?8083-T6 WT-2.698 pJ.f. 2.00" cO.O8r Ix=26.481 h.' 2"x 4"x 0.050 TILT S W770N Sx=5.685 trr• `. A=0.954 in? SCALE:2-1'-0' 6063-T8 WT=1.093 p.Lf. Ix 12.987 1n! 3.00'�` STITCH W/(1)N8 S.M.S.Q 24"O.C. x O.OBr F Sx=1.195 h? I I 613 Ui? TOP AND BOTTOM 04 vi A�. 6063-T6 2"x r x 0.055"x 0.120- yyr-0.702 p.l.f. Section All W H t1 t2 A Ix Sx + $ RV Ix=4.773 h.• SELF MATING BEAM smcH W�(1)Na S.M.S.Q za•O.C. °y in. in. in. in. �. in in. hl. 11n. in.nE�Sx=CO.515 in' SCALE: r-T-W TOP AND BOTTOM B063 T-5 4 H1 8 O6 0.08 1.18 3.81 4.05 0.98 3.40 0.04 Gutterx 5"x 0.062"PATIO SECTION 60663 T6 2"x 9"x 0.082"x 0.306" Edge 6063 T-5s H1 s H2 4 1.89 scALE r=r-0" " w " SELF MATING BEAM 065 o.oe 096 2.46 a.a3 0.73 1.60 112 x 3 x 0.045 SPECIAL CTION H24 1. scALE: r=r-0" scaLE: r=1 0. OF 11 2.00"1 A=0.66663 p.1.f. 4.00' 4.000' 4.00' (1)#8 x 1-1/2"S.M.S.Q Eiq2.0(rr UPRIGHT: 0.044' Ix=0.694 lnt Sx=0.466 in?FRAM ENDS.TOP OR BOTTOIdAND Q 16.0.1:. BEAM:0.044" ly=0.40610 SY=0.410!n? A=3.7W In? A=4.429 kl xo6063-T6WT=4.246 p.Lf. A-6.24910 Ix=33.2 in.• 0.07r h + g WT=5.075 p.l.f ao be-48.889 In.4 WT=7.160 p.Lf. 1_x 2"x 0.044 OPEN BACK SECTION WITH 0.072" �! 60Sx�"? Sx-9.754 In.• 0.092' + + kc=101.446 k h 44 Sx"16.901 kL 2"x 2"x 0.0 "PATIO SECTION STITCH W/(1)#8 S.M.S.Q 24"D.C. SM-T6 8063-TO STITCH W/(1)#8 S.M.S.Q 24"O.C. SCALE: r=1'o" TOP AND BOTTOM OF EACH BEAM TOP AND BOTTOM OF EACH BEAM STITCH W/(1)98 S.M.S.Q 24"O.C. d TOP AND BOTTOM OF EACH BEAM 2.00" A=0.847 k1? 646W. (1)#8 x 2-1/r S.M.S.Q6 WT=0.971p.1.f. o+ FROM ENDS.TOP OR BOTTOM UPRIGHT: AND Q 16.O.C.OR PILOT 0.044" + C-4 Ix=1.295 In. Sx=0.654 in. + HOLE Wi CAP AND(1)#8 x 1n• -+ BEAM: (2)2"x 8"x 0.07 "x 0.224"SELF MATING BEAMS S.M.S.INTERNAL 6"FROM �2)2"x 8"x 0.072"x 0.224"SELF MATING BEAMS -i ENDS,TOP OR SOTTOAE ly=0.540 h4 SY=0.545 in.' SCALE: r=1'-0" W/2"x 4"x 0.038" AND Q 18'O.C. 6063-T6 a.00•='� SCALE: r-V0 o _t"x 2"x 0.044"PATIO SECTION WITH 4.00" Zad tJJ2"x 2"x 0.044"PATIO SECTION : (2)2"x 10"x 0.092"-&0.369"SELF MATING BEAMSA 3.9W N a SCALE r=1'0' o a=4.561 kplf. W/SCALE: r O a" w z O C9 C9UZ s, o A=4.702 in? _ 200' A=0692 M? p, Sx=9.770 h? �d W Z f- - a WT=5388 pJ.f. W J �x UP 10.678 p l.f. 0.07r + 6063-TB Ix=62.947 in.* zoo - _ Q 0.044' UPRIGHT: STITCH W/(1)#8 S.M.S.Q 24.O.C. 0.07r + + g 806'=311 A25!n.' ; I W IS Ix=0.45710 Sx-0.355 In' TOP AND BOTTOM OF EACH BEAM 0.044" + N \ EO �I 00 ly=0.369 Int By=0.369 in? STITCH W/(1)#8 S.M.S.Q 24.O.C. U C 6063-TB TOP AND BOTTOM OF EACH BEAM ,.Ef". Q N Z 0 0 11=:K 2"x 0.044"SNAP CAP SECTION WITH 009 0 2"x 2"x 0.044"PATIO SECTION " * " o 4 Z � u. V (2)2 x 9 x 0.0 x 0.224 SELF MATING BEAMS c+ SCALE 2'z V-0` C4 W SCALF- r=114' - =) 8 ;. (2)2'x 9"x 0.072"x 0.224"SELF MATING BEAMS � Z ol (2)Ile x 2-trr s.Ms.Q VI 3.00•-T W/2"x 4"x 0.038" j FROM ENDS,TOP OR BOTTOM AND 4.00"- Q ts'O.C.OR PLOT HOLE w/CAP SCALE: r=1'40' AND(1)SIB x VT S.M.S.INTERNAL Ir A-1.3671n? FROM ENDS,TOP OR BOTTOM 0.093' WT=1.566 p.l.f. 4.W-1 .00• a� AND Q 1S"O.C. + g Ix-2.655 In.' Sx=1.328 In.' LOAD APPLIED NORMAL TO THE a C DIRECTION 6063-T8 A-4.710 k1? LIJ ►=a f WT-5.397 p.1.f. o 1_x 3"x 0.044"OPEN BACK SECTION WITH 0.082" + + Ix-52.963 Int A- -7, -5.1671n? a! .� 3"x 3"x 0.093"PATIO SECTION CORNER POST Sx_1 t77o kLi Wr=5.920 p.lf. Y SCALE -T-Cr -� : r 0.06r 69 + + 8 Ix- .782 Int _ STITCH W/(1)#6 s.M.S.Q 24"O.C. °0 Sx=12.669 in.' (2)ab x 2-v1'S.M.S.416' 1.00" TOP AND BOTTOM OF EACH BEAM 6063-Tg . � �.. FROM ENDS,TOP OR HOLE Wl AND o A =1686 J.f. TOP AND BOTTOM OF EACH•BEAM w 16'O.C.OR PLOT HOLE w/CAP A 1.387 klP W AND(1)#5 x 1/C S.M.S.INTERNAL 6' _ _ i. .FROM ENDS,TOP AM ORQ 1BOTTOM + 8 kc=L892 in.` (2)2"x 9"x 0.08 "x 0.306"SELF MATING BEAMS LL '... Sx=1.261 ko SCALE: 2"-V4r LOAD APPLIED NORMAL TO THE 6063-T6 + N C; 3'DIRECTION 4.00' - 4.000• j ¢. 11=x 3"x 0.044"OPEN BACK SECTION WITH 3"x3"x 0.093"PATIO SECTION WALL POST - y, SCALE: r=l-(" a=6.063 k1• (2)2"x 9"x 0.082"x 0.306"SELF MATING BEAMS y 7 e.� o W/2"x 4"x 0.038" WT-6.947 p.).1. (2)98 x 2-12'S.M.S.Q 6' 1.00"S Ix-85.165 kL' SCALE: r=1'4' FROM E9Ds,TOP OR BOTTOM AND I I o Sx=17.007 in? Q 16'O.C.OR PLOT HOLE W/CAP A=1.654 Im2 6063- TS AND(1)SS x W S.M.S.INTERNAL 6• WT=1895 p.l.t. 0.092' + + ,? s FROM ENDS,TOP OR BOTTOM + $ Ix=2.280 k1.' STITCH W/(1)#8 S.M.S.Q 24.O.C. I 1! Z AND 18'o.0 TOP AND BOTTOM EACH BEAM EAL j Sx=1607 in? t W H t1 Y2 A Ix -,4 Section Alloy ET LOAD APPLIED NORMAL TO THE I I 6063-T6 in. in. In. in. �ln.2Ain..,3'DIRECTION 4.00"--k 4 H1 8 0.08 0.08 8 3.61. 4.05 0.9Et 3.40• 1.8 ln.GLS H2411 B (2)1"a 3"x 0.044"OPEN BACK SECTION WITH Edge E6063T-5-5 H7 5 0.066 0.065 0.96 2.45 4.43 0.731.891.80 1.0 2.ta 3"x 31"x 0.093"PATIO SECTION WALL POST " " P H2 4 (2)2 x 10 x 0.09 x 0.369 SELF MATING BEAMS 1.49 1.74 SCALE: 2"-V-Cr .SCALE: 2"-1'-0' OF 11 2.0w (Or' =0.569 in? WT=0.652 p.I.L 0.044' Ix=0.332 In' w Sx=0.332 in? 6m-T6 2"x 2"2:0.045"SNAP EXTRUSION SCALE: 2 =1*-(r r2.00•-� A=0.591 in? WT=0.677 pl.f. 0.045'- + g Ix=0.812n' `h Sx-0.545 in? 6M-T5 j 2"x 3").0.045"SNAP EXTRUSION ad � SCALE: r=1'46' N W D C-9 00 z 200' � 2 WZOQ Z O 0 0 0 A=0.682 in? > �' J t11 p WT-0.781 plf. V d� fr O co 0.045' I Ix=1.631 in! N Z Sx=0.816In.' _0 6063-T6 LL' t] U F Q Q 0 z2 LL U)UJI 2"x 4"x 0.045"SNAP EXTRUSION - Z g SCALE: r=r-0' r2.0(r I } A=1.323 in? 1 WT=1.516 plf• Ld . O.o r, + g Ix=7.027 in! �' w �' Sx=2.3421n? d 6083-T8 ie rz T- 2"x 6"x:0.062"SNAP EXTRUSION m SCALE: 2"=T-0' ,r2.Oo' LL A=1.447 In. •s. WT=1.658 p.Lf• -� 0.061', Ix=10.151 IA. Sx-2.9001n? 6M-T6 2"x r,x:0.062"SNAP EXTRUSION SCALE: r 1'4r W H t1 Q A Ix S ;tx RI-L Section Alloy EET in in. in. in. in-2 in.4 n.4 I in. in. 6063 T-5 4- H18 0.08 0.08 1.18 3.81 4.05 0. . 3.40 1.85 Gutter H24 M.89 4Edge 6063 T-55 H15 0.066 0.065 0.96 2.45 4.43 0. 1 2.14 1 cHZ4 1.49 4 OF 11