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HomeMy WebLinkAbout107 Crown Colony Way (2)RECEIVED CITY OF SANFORD PERMIT APPLICATION OCT 312009 Permit # : 0 t0 — �(00,1 t O r' c ." Date: Job Address: 16 i ( in wn �Ziion, _J ie 3/a G a X tf t�I�IA� l7 Description of Work: Historic District: T �117rh (� SU'CM E�✓� I �5 �reJ Ov e,� XS I �i Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole_ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel tt: - �) ! `7 3 Owners Name & Address: Contractor Name & Address: U 0/1 Phone & Fo.c Bonding Company: (Attach Proof of Ownership & Legal Description) R zJ7XAM3F-01 ri t� (tr 1-9tate License Number:yLLI Contact Person �-7—,i—/� P Address: AA Mortgage Lender: Yt 'Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p is erification [will notify the owner of the roperty of the requirements of Florida Lien Law, FS 71'. 54 of Owner ent Date Signature of Con`ctor/Agent Date s Afgaii— /, Prin[ wner/Agent' Name Print Contractor/Agent's Name X00, qo Signature of Notary -State of Florida �Ay 01" Suswble Matre-Harrison t arure of Notary -State of Florida Date My Commission DD218024 u.►"y °t,& Susan I. Matre-Harrison ?or N Expires July 12, 2007 / My Commission DD218024 ✓ a° Owner/ ent is _ P s Hall K w to Me or � Contractor/Agent is _Personally Known to Noe Expires July 12, 2007 oducedID V / APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: _ Produced ID _ Utilities: (Initial & Date) (Initial & Date) FD: (Initial & Date) DuLANDO SCREEN % 01WHIHO 835 Sunshine Lane, Altamonte Springs, Florida 32714 (407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY bccC I, Bernie Duncan, hereby authorizedcrr to obtain a ?ermit for the following: LOT: Address: 21 Subdivision Crown n ('ni t OF 0KNER of Property: DYV1 Pe Lel GlillPr— Address: BERNIE DUNCAN VICE PRESIDENT Sworn to and subscribed to me this , 0-15, by Bernard Duncan who is personally known to me and who did talo an oath. NOTARY: Susan L. Matre-Harrison } My Commission DD218024 Expires July 12, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvio JoHNs;o", CFA, ASA TW_TG d3 1' P.AC T A PROPERTY Fr. APPRAMER x � SEMINDLE COUNTY FL. 1101 E. FiRsT ST SANF©RD, FL 32771-146a 407-66B-7506 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-5QS-0000-0610 Depreciated Bldg Value: $121,459 Owner: GINGER THOMAS A & MARGARET C Depreciated EXFT Value: $0 Mailing Address: 107 CROWN COLONY WAY Land Value (Market): $26,300 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 107 CROWN COLONY WAY SANFORD 32771 Just/Market Value: $147,759 Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $136,697 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $111,697 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,208 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,208 WARRANTY DEED 04/2005 05694 0281 $248,000 Improved Save Our Homes (SOH) SPECIAL WARRANTY DEED 12/2003 05156 1446 $158,600 Improved Savings: $0 WARRANTY DEED 08/2003 04985 0279 $640,000 Vacant 2004 Taxable Value: $107,716 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Depth Land Unit Land Frontage Method p Units Price Value LOT 61 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 LOT 0 0 1.000 26.300.00 $26,300 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Num Bid Type Fixtures Ext Wall Bit SF SF SF Value New 1 SINGLE 2003 9 1,120 2,694 2,250 CB/STUCCO $121,459 $122,686 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft UPPER STORY FINISHED / 1130 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. LIN, LREC"PLAT OF BOOND/ QOM FY for., -MARONOA-HOME5, INC. DLESCRIP770N. C_01_.0NY,5VBDIV_1_,5_I0N_ cc ARDED IN PLAT HxK thm. 78 PUBM FiEcams Of . _____5.F_MJN01.E COUNTY FZOPIOA 'rKAGT 'An J DF T E. 1'MON. AREA W111i A OMNAGE 9A5FMENT TO 5EMINOLFE COUNTY gee GR. rmI C" 'y_x F 11 /terPlanter -P-.. Planter _e' 5�- ICEN�� CtPTIFIED TO: Chr.`.3tir,ia F_ Mrc Mcr+.gag� G I A N30*44'5 1"W Inc p j. 0 T, j.da Ou'll Jill y C:ot Vii. 3'0 5*0 u) 0 L child fence ;1U,'14- child J Existing E,isl ing Patio - Top Only- Elite Roo" - Gable Style By 0_ 10'. 30' 0a. va, 5�- ICEN�� CtPTIFIED TO: Chr.`.3tir,ia F_ Mrc Mcr+.gag� G I A N30*44'5 1"W f2-001) C:Ef?77FIC�'110N PASf.'D (,VV TW FUETW—ThwPocistcy PJAVAOEMENT ArXNCY HOOD IN.3UPAM(Cl� PArr MAP. ME -j— M L-01 G() -r-rt-" UaS NOT t1lE Vti'mw THE TOP YEAR FLOOD yA,7At?n IJMEA, DOS "MurrURE LIES AV zcyvf, CaWVVN11Y PANrL Pvu 1202,91; rL)40 E Fk IM -FEC/C DAM APRIL 17, yqpi � ft?AP REL7$(ON, 0,tyr: (-S0,'1JFCy TO CNANCE.) % . �00 NOTE& A0 7. 13EARUYU5 Afif 17A_%E0 OV/01 UNE OF tell ef nEwc SO4 2. lUlVVFR(-'Q(xIPzD 1&ePRcyv'�"cjq AIVO FC)0TyR',- AM(;3 ) HAW NOT pEZ,,j LOCAyja, -M"O'JS ItPC PASUO ON NAWNAf. VFRP(_A,L OAljJV Of IR29. 7 4' V'jItWIG N'S ARV 10 1`0C'NL A lh`V a RV-1VING 17fS ANE" ;Vor le c(As w,E0 OR 01 4 ; IF 1) 1 NF*,-' G. OF APJNt-,7 AND DwApIcts cyoAN WVA!VRFD AND VFP Pf.Y.VVIr r f!"o 01"ERKI-V WrEv. T)4f (Wr)c',PS7(Zy7I7 AlJj) Ci%W . �LNk,' (+[, PMtAvqnvc rV F�.C2jj ()R 6VARANZ1rS AS To )?lr ('qF0RWf)Q`4 POLU;JtV h[Wom RrFlEr,[ Sfj 5 I^E�. ACTEEVEN17, AW OTHER LOAYYCq,-, AND FORT"ER TP1,5 WSTRUWE#11T 05 NOT INTENDED ro A6t9RVWA *--ORM 4 TXW 5HOUI 0 BE 09 rAINCO AND cown 7U6f) &* ("fig'RS; M001" APF'P()PF(A1r TITLE VIEnEF(CAIMIN'. � ... .. .. c""',1 1,14" IRO; mAT q.:; <^00;)r.qlkI PMr P T--Pi,Vl`Jr CV- 2AN1f,j,_y C'Mc, r_ WAU FASFWFoyY comwElc strorelmeNT PACVUS P k-p(wvr Cu" OF F?EAI?St: rAjRVA-jV,?f P�C C11111 CF*IU r. -ARC' [fNCTri Ay""y R -DRAINA(x EA5CMCNT P.CC,-P&NT or COMPM'y C.VR.Ar(/Rr U. t. - u T11 1 ry rA qWIY 7 W& CtN7r- Q!1JNL AA-AJf? AJJ.J'�15�EW.Atlkf Jt UIXI Y — R PAO V'q TA CE At A IV12 Jr) &MJ -0 A— _fl� 0-U.&S-E.-DRAMA . UTFLjjY d�l INC, j00(5cl(JT" "0 NIA &.0 PrAGAN &CLrLZVMRL, (407) 13-1r., Pool) FAX No. (41W) wau" in A FL � & WiLlir :Owvc;r,-q A AL VtMTWCK F. CAVOWE 'PREsnxrdr 4* UAppj5g;� )kljj 200s V. r W-0. SIAKV HOJTr;� ropm cj1—. OT W.O. 1"q,L , . - o(z WOL f-CILINOAD('W", ' , 7,-' W. UL <,.:1 wa REcr&r . I _,c WE N T RE IFEW-mr-75 rAnrl ell gr-eOAwWV'u Inc p j. 0 T, j.da Ou'll Jill y C:ot Vii. u) 0 f2-001) C:Ef?77FIC�'110N PASf.'D (,VV TW FUETW—ThwPocistcy PJAVAOEMENT ArXNCY HOOD IN.3UPAM(Cl� PArr MAP. ME -j— M L-01 G() -r-rt-" UaS NOT t1lE Vti'mw THE TOP YEAR FLOOD yA,7At?n IJMEA, DOS "MurrURE LIES AV zcyvf, CaWVVN11Y PANrL Pvu 1202,91; rL)40 E Fk IM -FEC/C DAM APRIL 17, yqpi � ft?AP REL7$(ON, 0,tyr: (-S0,'1JFCy TO CNANCE.) % . �00 NOTE& A0 7. 13EARUYU5 Afif 17A_%E0 OV/01 UNE OF tell ef nEwc SO4 2. lUlVVFR(-'Q(xIPzD 1&ePRcyv'�"cjq AIVO FC)0TyR',- AM(;3 ) HAW NOT pEZ,,j LOCAyja, -M"O'JS ItPC PASUO ON NAWNAf. VFRP(_A,L OAljJV Of IR29. 7 4' V'jItWIG N'S ARV 10 1`0C'NL A lh`V a RV-1VING 17fS ANE" ;Vor le c(As w,E0 OR 01 4 ; IF 1) 1 NF*,-' G. OF APJNt-,7 AND DwApIcts cyoAN WVA!VRFD AND VFP Pf.Y.VVIr r f!"o 01"ERKI-V WrEv. T)4f (Wr)c',PS7(Zy7I7 AlJj) Ci%W . �LNk,' (+[, PMtAvqnvc rV F�.C2jj ()R 6VARANZ1rS AS To )?lr ('qF0RWf)Q`4 POLU;JtV h[Wom RrFlEr,[ Sfj 5 I^E�. ACTEEVEN17, AW OTHER LOAYYCq,-, AND FORT"ER TP1,5 WSTRUWE#11T 05 NOT INTENDED ro A6t9RVWA *--ORM 4 TXW 5HOUI 0 BE 09 rAINCO AND cown 7U6f) &* ("fig'RS; M001" APF'P()PF(A1r TITLE VIEnEF(CAIMIN'. � ... .. .. c""',1 1,14" IRO; mAT q.:; <^00;)r.qlkI PMr P T--Pi,Vl`Jr CV- 2AN1f,j,_y C'Mc, r_ WAU FASFWFoyY comwElc strorelmeNT PACVUS P k-p(wvr Cu" OF F?EAI?St: rAjRVA-jV,?f P�C C11111 CF*IU r. -ARC' [fNCTri Ay""y R -DRAINA(x EA5CMCNT P.CC,-P&NT or COMPM'y C.VR.Ar(/Rr U. t. - u T11 1 ry rA qWIY 7 W& CtN7r- Q!1JNL AA-AJf? AJJ.J'�15�EW.Atlkf Jt UIXI Y — R PAO V'q TA CE At A IV12 Jr) &MJ -0 A— _fl� 0-U.&S-E.-DRAMA . UTFLjjY d�l INC, j00(5cl(JT" "0 NIA &.0 PrAGAN &CLrLZVMRL, (407) 13-1r., Pool) FAX No. (41W) wau" in A FL � & WiLlir :Owvc;r,-q A AL VtMTWCK F. CAVOWE 'PREsnxrdr 4* UAppj5g;� )kljj 200s V. r W-0. SIAKV HOJTr;� ropm cj1—. OT W.O. 1"q,L , . - o(z WOL f-CILINOAD('W", ' , 7,-' W. UL <,.:1 wa REcr&r . I _,c WE N T RE IFEW-mr-75 rAnrl ell gr-eOAwWV'u F_ Prepared By o or f4f,— �5 S -v),5' n2 Ln. . A-,0�r)1e___sPr1yy NOTICE OF COMMEN State: Florida County:..�ki ► fo L6 �9� -05 THE UNDERSIGNED hear y -gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. MARYANNE MORSE, CLDF CIRCUIT COURT SENINOLE CO11M AK 05973 FIG 1009 CLERK'S I E'005187909 RECORDED 10131/M SW108 PM REMRDIN6 FEES I&@* RECORDED BY L McKinley D ^escr-71 i tion of property: (legal description of property, and street address if available) ..r OERTIFIED COPY IMARYANNE- MORSE CLERK F CIRCUIT COURT SEMI OL COU TY, FLORIDA c 01.E 1S r OCT .3-1 2005 2 General Description of Improvement O STRUCT SCREEN ENCLOSURE 3 Owner Information: A. Name and Address q - B. Interest in Property OWNER C. Name and address of fee simple titleholder (if other than owner) SAME 4 �n contractor. (name and address) DULANDO SCREEN & AWNING, INC 835 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 5 Surely: A. Name and Address: N/A B. Amount of Bond: N/A 6 Lender: (name and address) LI 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may served as provided by Section 713.13(1)(a)7, Florida Statues: (name and address) N/A ;8 In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name and address) ABOVE NAMES CONTRACTOR 9 Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) _� S 2-4,. I � . Z Z4- Signa re of Owner Driver's License Number Owner's Name 7T-tj N t�& rte, ?E0 Owner's Address C I� F7� All information must be printed legibly to comply with recording requirements STATE OF FLORIDA A COUNTY OF The fore ging instrument was acknowledged before me this . 1 'os by r 1�Ar-c,. i-1 1 ""' ho is personally known toii e produced--rnj'Z(5 e .227 as identification and who did (di a and oath. f A IJP. C. (Signature of person taking acknowledgement) (Name of officer taking acknowledgement- typed or stamped (Title or RanK) RONALD C. HOMAN NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD228953 'EXPIRES 9/8/2007 BONDED THRU 1. IMNOTARYI IRLP JIM. WILY :p Ulu -48 - 'La 0 0 aa ESE. Eon -4:ack GOO Fx'ORI-t,,rj- 4:—: W y. 'L Wit, WA CAMERON ASHLEY 1W BUILDING PRODUCTS Ashley Division L January 10, 2005 Mr. David Duncan Dulando Screen & Awning, Inc. 835 Sunshine Lane Altamonte Springs, Florida 32714 RE: Authorization to use Cameron Ashley's LRFD master set engineering Dear Mr. Duncan: This letter authorizes Dulando Screen & Awning, Inc. and its representatives to use the master set engineering filing system that has been filed with the local building official or authority having jurisdiction. You may make copies of this letter for your use. Dulando Screen & Awning, Inc. and its representatives are authorized to use the master set engineering until December 31, 2005. Please remember that as a condition of using the master set engineering, a representative of Dulando Screen & Awning, Inc. must attend an 8 -hour CEU accredited training course on the use of the LRFD Manual at least once every twenty-four (24) months of use of our master set engineering. If you or other parties such as the building official need to verify your authorized use of the master set engineering, please call (813) 882-4619 or visit www.FL-ACE.org. Building Products Since 1868 5120 W. Clifton Street • Tampa, FL 33634 • P.O. Box 15398 - Tampa, FL 33684 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD Table 2.1 Maximum Spans for Primary Screen Roof Beams for Flat / Dome / Half -Mansard Roof Screen Enclosures (feet), (Combined Axial and Bending Stresses) Table applies to Exposure B & C and eave heights up to 60 feet. npcinn Winn Cnoari /rnnhl i - +„ irn .. " Beams Distance from Seam to Beam 3.00 4.00 5.00 6.00 6.50 . 7.00 8.00 9.00 Hollow Sections 2" x 2" x 0.044 x 0.044 Hollow 8.00 6.85 6.09 5.54 5.31 5.11 4.77 4.48 r I 2" x 3" x 0.045 x 0.045 Hollow --3-- -x -4"x 0.050 x 0.050 Hollow 2" x 5" x 0.062 x 0.062 Hollow 10.76 13.76 1 19.23 9.28 11.88 16.00"3 8.28 10.60 14.86 7.53 9.66 13.55 i 7.23 9.27 13.02 6.96 8.93 12.54 6.49 8.31 11.72 6.08 7.79 11.05 Self -Matin Beams SMB I 2" x 4" x 0.046 x 0.100 2" x 5" x 0.050 x 0.116 `r 17.37 21.09 15.03 18.25 13.43 16.31 12.25 14.88 i 1.77 14.29 11.33 13.76 10.60 12.87 9.98 12.12 2" x 6" x 0.050 x 0.120 24.87 21.52 119.23 17.54 116.84 16.22 15.17 14.29 2" x 7" x 0.055 x 0.120 1 27.78 24.03 21.47 19.5918.81 18.12 ' 16.94 1 15.96 2" x 8" x 0.072 x 0.224 136.24 31.35 28.01 1 25.55 24.53 23.63 1 22.09 20.81 2" x 9" x0.072 x 0.224 39.41 134.09 1 30.46 27.78 26.68 25.70 24.02 22.63 2" x 9" x 0.082 x 0.306 42.99 37.71 33.69 30,73 29.51 28.42 26.5625.03 1 1 2" x 10" x 0.092 x 0.3?9 50.32 145.27 40.45 36.88 35.42 34.12 31.88 30.04 1 Table 2.2 Maximum Spans for Purlins or Diagonal Bracing for Screen Roofs (feet) Design Wind Speed (mph) up to 150 mph. Table applies to Exposure B & C and eave heights up to 60 feet. Maximum spacing of purlins = 7 feet o.c 2" x 2" x 0.044" 10.0 feet 2" x 3" x 0.045„ 13.0 feet 2" x 4" x 0.050" 16.2 feet I Design Wind Speed (mph) up to 150 mph. Table applies to Exposure B & C and eave heights up to 60 feet. Maximum spacing of purlins = 10 feet o.c 2" x 2" x_0_ 8.0 feet 2" x 3". x 0.045" 10.4 feet 2" x 4" x 0.050" 13.0 feet Note: L Maximum purlin spans are indirectly limited to 9 feet since maximum beam -to -beam span tables end at 9 feet o.c. is 2003 Ashley Aluminum, LLCWAPUN IN Unlicensed photocopying violates page a, 7- L S• copyright laws and will subject the violator to legal prosecution. 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD 'Table 2.6 Maximum Spans for Screen Wall Posts/Columns for Flat / Dome / Half Mansard Roof Screen Enclosures (feet), Exposure B - Note: For all sidewall columns, use roof span = 10 feet. I Column Height Table (ft) Column Height Table (ft) Roof Beam -Beam Spacing (ftl 3 Wind Speed Region (mph) 100 110 120 130 140 150 Roof Span (ft) 10 30 1 50 10 30 50 1 10 30 50 10 30 1 50 10 30 50 10 30 50 2" x 3" x 0.045 x 0.045 Hollow 11.3 10.8 10.3 11-0110-5110-01 9.9 1 9.4 8.9 9.2 1 8.8 8.4 8.7 8.2 7.7 8.1 7.7 7.3 2" x 4" x 0.050 x 0.050 Hollow 14.3 13.9 13.5 13.9 13.6 13.3 12.5 12.2 11.9 11.7 11.3 10.9 10.9 10.7 ! 10.5 10.2 10.0 9.8 2" x 5" x 0.062 x 0.062 Hollow 19.3 18.8 18.3 18.8 18.3 17.8 16.9 16.5 16.1 15.7 15.3 14.9 14.8114.4 14.0 13.8 13.4 13.0 2" x 4" x 0.046 x 0.100 SMB 17.2 16.8 16.4 16.7 16.4 16.1 15.0 14.7 14.4 14.0 13.7 13.4 13.2 12.9 12.6 12.3 12.0 11.7 2" x 5" x 0.050 x 0.116 SMB 20.9 20.6 20.3 20.4 20.1 19.8 18.3 18.0 17.7 17.1 16.8 16.5 16.0 15.8 15.6 15.0114.7 14.4 2" x 6" x 0.050 x 0.120 SMB 24.9 124.6 124.3 24.3124.0 23.7 21.8 21.6 21.4 20.3120.1 19.91'19.1118.9118.7 17.8 17.6 17.4 2" x 7" x 0.055 x 0.120 SMB 27.3 127.0 26.7 26.7 26.4 26.1 24.0 23.7 23.4 22.3122.1 21.9 20.9120.7120.5 19.6 19.4 19.2 2" x 8" x 0.072 x 0.224 SMB 35.7 35.4 135.0 34.8 34.6 34.2 31.3 31.1 30.9 29.1 28.9 28.7 27.3127.2127.1 25.5125.4 25.3 2". x 9" x 0.072 x 0.224 SMB 38.9 38.6 38.4 37.9 37.7 37.4 34.1 33.9 ! 33.6 31.7 31.5 31.3 29.8 29.6 29.4 27.8 27.7 27.5 2" x 9" x 0.082 x_0.306 SMB 42.8 42.542.2 41.8 41.5 41.2 37.5 37.3 37.0 34.9 34.7134.5 32.8 32.6 32.4 30.6 30.4 30.2 2" x 10" x 0.072 x 0.389 SMB 51.7 51.4 51.0150.5150.1 49.8 45.3145.1 44.8 42.2141.9 41.7 39.7 39.4139.1 37.0 36.8!36.5 I Column Height Table (ft) Roof Beam -Beam Spacing (ft 4 Wind Speed Region (monj 100 1 0 120 I 130 1 140 i 150 Roof Soan_(ftl 10 1 301 50 1 10 1 30 1 50 10 1 30 1 50 1 10 1 30 1 50 1 10 30 ! 50 1 10 1 30 ! 50 2" x 3" x 0.045 x 0.045 Hollow 9.7 19.1 1 8.5 1 9.5 1 8.8 8.1 8.5 1 7.9 1 7.3 7.9 7.4 6.9 7.5 6.9 1 6.3 J 7.0 6.5 16.0 2" x 4" x 0.050 x 0.050 Hollow 12.3 11.9 11.5 12.0111.6 11.2 10.8110.4 10.0 10 * 01 9.7 9.4 1 9.4 9.1 1 8.8 8.8 1 8.5 1 8.2 2" x 5"x 0.062 x 0.062 Hollow 16.6116.0115.4116.2115.6115.0 14.6114.11 13.6 13.6113.1 112.6112.7.12.3 11.9 11.9111.5111.1 2"x4" -0.046x0.100 SMB 14.8114.4114.0114.4114.0 13.6 13.0112.612.2 12.1111.7111.3111.4 11.0110.6 10.6110.3110.0 2"x5"x0.050x0.116SMB 18.0 17.7117.4 17.6 - -- ---_ 17.2 16.8 15.8115.5 15.2 14.7114.4 14.1 13.8113.6;13.4 12.9112.7112.5 2" x 6"x 0.050 x 0.120 SMB 21.5121.2 20.9121.0-120.6120.2 _ 18.9 18.6 18.3 17.6117.3 17.0 16.5 16.2115.9 15.4115.1 114.8 2" x 7"x 0.055 x 0.120 SMB 23.6123.3123.0 123.0122.7122.4 120.7 20.4 20.1 119.3119.0118.7118.1 17.9117.7116.9 16.7116.5 2" x 8" x 0.072 x 0.224 SMB 30.81M6130.4 30.1 129.8 29.5 27.1 26.8 26.5 25.2 25.0 24.8 123.7123.5123.3 22.1 121.9121.7 2" x 9" x 0.072 x 0.224 SMB 33.6 33.3 33.0 32.8 32.5 32.2 29.5 29.2129.0 27.5 27.2 27.2 25.8125.6125.3 24.1 123.9!23.7 2" x 9" x 0.082 x 0.306 SMB 37.0 36.7136.4 36.1 35.8 35.5 32.5 32.2 31.9 30.2 30.0 30.0 28.4 28.1 127.9 26.5 26.3 126.0 2" x 10" x 0.072 x 0.389 SMB 44.7 44.3 44.0 43.7 43.3142.9139.2138.9'138.6 36.5 36.2 36.2 34.3 34.0133 - 32.0 31.8!31.5 Column Heiaht Table Iftl Roof Beam -Beam Spacing (fti 5 Wind Speed Region (mph) 100 1 110 120 1 130 140 1 150 Roof Span (ft) 10 1 30 150 10 1 30 150 110 j 30 1, 50 1 10 1 30 ! 50 10 1 30 150 10 1 30 150 2" x 3" x 0.045 x 0.045 Hollow 8.6 1 7.9 7.2 8.4 1 7.7 1 7.0 7.6 1 6.9 1 5.9 1 7.0 1 6.4 1 5.8 6.6 1 6.0 1 5.4 1 6.2 1 5.6 15.0 2" x 4" x 0.050 x 0.050 Hollow 11-0110.51,10.0 10.7 10.2 9.7 9.6 1 9.2 8.8 8.9 8.5 1 8.1 8.4 8.0 1 7.6 7.8 1 7.5 17.2 2" x 5" x 0.062 x 0.062 Hollow 14.8114.1 13.4 14.4113.8 13.2 13.01 12.4 11.8 12.1 11.5 10.9 11.3110.81 10.3 10-6110-119.6 2" x 4" x 0.046 x 0.100 SMB 13.2 12.7112.2 12.9112.4 11.9 11.6 11.1110.6 10.8 10.4 10.0 10.1 9.7 1 9.3 9.4 19.1 18.8 2" x 5" x 0.050 x 0. 116 SMB 16.1 15.7115.3 15.7115.3 14.9 14.1 13.7 13.3 13.1 12.8 12.5 12.3 12.0111.7 11 .511,1.2 10.9 2" x 6" x 0.050 x 0. 120 SMB 19.2 18.8 18.4 18.7 18.3 17.9 16.8116.5 16.2 15.7 15.4 15.1 14.7 14.4 14.1 13.7113.5113.3 2" x 7" x 0.055 x 0.120 SMB 21.1 20.7120.3 20.6120.2 19.8 18.5 18.21 17.9 17.2116.9 16.6 16.2 15.91 15.6 15.1 114.8 14.5 2" x 8" x 0.072 x 0.224 SMB 27.6 27.3 27.0 26.9 26.6 26.3 24.2 23.9 23.6 22.5 22.3 22.1 21.1 20.9 20.7 19.7 19.5 19.3 2" x 9" x 0.072 x 0.224 SMB 30.0 29.7 29.4 29.3 29.0 28.7 26.3 26.1 25.8 24.5 24.3 24.0 23.0 22.8 22.5 21.5 21.3 21.0 2" x 9" x 0.082 x 0.306 SMB 33.1 32.7 32.4 32.3 2" x 10" x 0.072 x 0.389 SMB 40.0 39.5 39.1 39.0138.6 31.9 31.6 29.0128.7 38.2 35.1 28.4 27.0 26.7 26.4 25.4 25.1 34.7 34.3 32.6 32.3 31.9 30.7 30.3130.0 24.8 23.7 123.4 28.6 23.2 28.3 28.0 C 2003 Ashley Aluminum. LLC WARNING: Unlicensed photocopying violates C.S. copyright laws and will subject the violator to legal prosecution. Page 2-71 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD .Table 2.6 Maximum Heights for Screen Wall Posts/Columns for Flat 1 Dome / Half Mansard Roof Screen Enclosures (feet), Exposure B Note: Fo'r all sidewall columns, use roof span = 10 feet. Column Heiaht Table ft Roof Beam -Beam Soacin ft Column Height Table (ft) 8 Roof Beam -Beam Spacing (RI, Roof Beam -Beam Spacing ft 6 Wind Speed Region (mod 100 1 110 1 120 '1 130 1 Wind Speed Re ion m h 100 110 120 130 140 150 Roof S n (ft 10 1 30 1 50 10 30 1 50 10 30 50 10 30 1 50 10 30 1 50 10 30 1 50 2" x 3" x 0.045 x 0.045 Hollow 7.8 7.0 6.2 7.6 6.8 6.0 6.8 6.1 1 5.4 6.4 5.7 5.0 6.0 5.3 4.6 5.6 5.0 4.4 2" x 4" x 0.050 x 0.050 Hollow 10.0 9.4 8.8 9.7 9.2 8.7 8.7 8.3 7.9 8.1 7.7 7.3 7.6 7.2 6.8 7.1 6.7 6.3 2" x 5" x 0.062 x 0.062 Hollow 13.4 12.7 12.0 13.1 12.4 11.7 11.8 11.1 10.4 11.0 10.4 9.8 10.3 9.7 9.1 9.6 9.1 8.6 2"x4"x0.046x0.100SMB 12.0 11.4 10.8 11.7 11.2110.7 10.5110.0 9.5 9.8 9.3 8.8 9.2 8.8 8.4 8.6 8.2 7.8 2"x5"x0.050x0.116SMB 14.7 14.2 13.7 14.3 13.8 13.3 12.9 12.4 11.9 12.0 11.6 11.2 11.2 10.9 10.6 10.5110.21 9.9 2" x 6" x 0.050 x 0.120 SMB 17.5 17.1 16.7 17.1 16.6 16.1 15.3 15.9 1 14.7 14.3 13.9 13.5 13.4 13.1 112.8 12.5112.2111.9 2"x7"x0.055x0.120SMg 19.2 18.8 118.4 18.8 18.4118.0 16.9 16.5 116.1 15.7115.4115.1 14.7 14.4 14.1 13.8 13.5 113.21 2" x 8" x 0.072 x 0.224 SMB 25.1 24.8 24.5 24.5 24.2 23.9 22.0121.8 21.6 20.5120.31'20.1 19.3 19.0118.7 18.0 17.8 117.6 2" x 9" x 0.072 x 0.224 SMB 27.4 27.0 26.7 26.7 26.4 26.0 24.0 23.7 23.4 22.4 22.1 21.8 21.0 20.7 20.5 19.6 19.4 19.1 2" x 9" x 0.082 x 0.306 SMB 30.2 29.8 29.4 29.4129.0 28.7 26.5 26.1 25.8 24.6 24.3 24.0 23.1 22.8 22.5 21.6 21.3 21.0 2" x 10" x 0.072 x 0.389 SMB 36.4 36.0 35.5 35.6 35.1 34.6 32.0 31.5 31.1 29.8 29.4129.0 28.0 27.6 27.2 26.1 25.8 25.4 Column Heiaht Table ft Roof Beam -Beam Soacin ft Column Hei ht Table (ft) 8 Roof Beam -Beam Spacing (RI, 7 -V Wind Speed Region (mod 100 1 110 1 120 '1 130 1 140 1 150 i RoofSoan(ftj 10 1 30 1 50 1 10 1 30 1 50 1 10 1 30 1� 50 1 10 1 30 1 50 1 10 1 30 1 50 1 10 1 30 150 2" x 3"x 0.045 x 0.045 Hollow 1 7.2 1 6.2 15.2 1 7.0 1 6.1 1 5.2 1 6.3 1 5.5 1 4.7 1 5.8 5.1 1 4.4 1 5.5 14.8 4.1 5.1 4.5 13.9 2" x 4" x 0.050 x 0.050 Hollow 9.2 1 8.5 1 7.8 1 9.0 1 8.4 ( 7.8 8.1 7.7 17.3 1 7.5 1 7.1 1 6.7 7.0 6.6 1 6.2 6.6 6.2 5.8 2" x 5" x 0.062 x 0.062 Hollow 12.41 11.7 10.0 12.1 11.4 10.7110.9110.2! 9.5 10.1 1 9.5 1 8.9 9.5 9.0 1 8.5 1 8.9 8.4 7.9 2" x 4" x 0.046 x 0.100 SIVIB 11.1 10.5 9.9 10.8110.21 9.6 1 9.7 1 9.2 18.7 19.0 1 8.5 1 8.0 8.5 1 8.0 7.5 7.9 7.5 7.1 2"x5"x0.050x0.116SM8 13.5 13.0 112.5 13.2 12.7112.2 11.9 11.4_110.9 11.110.6110.1 10.41 10.01 9.6 9.7 9.3 8.9 2"x6"x0.050x0.120SMB , 16.2 15.7 115.2 15.8115.3;114.8 14.2 113.8 113.4 13.2112.8112.4 12.4 12.0111.6 11.6 11.2 110.81 2"x7"x0.055x0.120SM8 17.8117.3116.8 17.3116.9116.5 15.6 15.2 114.8 114.5 114.1113.7 13.6113.3113.0 12.7112.4 12.1 2" x 8" x 0.072 x 0.224 SMB 23.2 22.9 22.6 22.7 22.3 21.9 20.4 20.1 119.8 19.0 18.7 18.4 17.8 17.6 17.4 16.6 16.4116.2 2" x 9" x 0.072 x 0.224 SMB 25.3 24.9 24.6 24.7 24.3 24.0 22.2 21.9121.5 20.7 20.4 20.1 19.4 19.1 18.8 18.1 17.9 17.6 2" x 9" x 0.082 x 0.306 SMB 2T9 27.5 27.0 127.2 26.8 126.4124.5 24.1 123.7 22.8 22.4 22.1 21.4 21.1 20.7 20.019.7 19.4 2" x 10" x 0.072 x 0.389 SMB 33.7133.2 32.7 32.9 32.4 31.9 29.6 29.1 28.7 27.5127.1 126.7 25.8 25.5 25.1 24.1 23.8 23.4 Column Heiaht Table ft Roof Beam -Beam Soacin ft 8 Wind Speed Re ion (mon 100 110 1 120 130 140 150 Roof Span (ft 10 1 30 150 10 I. 30 I 50 10 1 30 1 50 10 1 30 1 50 1 10 1 30 1 50 10 1 30 1 50 I I 2" x 3" x 0.045 x 0.045 Hollow 6.6 1 5.6 4.6 6.5 1 5.5 1 4.5 5.8 1 4.9 1 4.0 5.4 i 4.6 1 3.8 5.1 1 4.3 3.5 1 4.8 1 4.0 1 3.2 2" x 4" x 0.050 x 0.050 Hallow 8.5 1 7.9 1 7.3 8.3 1 7.7 1 7.1 7.5 1 6.9 1 6.3 7.0 6.5 6.0 6.6 6.1 1 5.6 6.1 1 5.7 5.3 2" x 5" x 0.062 x 0.062 Hallow 11.51 10.71 9.9 11.3110.41 9.5 10.1 1 9.4 1 8.7 9.4 j 8.7 1 8.0 8.9 8.2 7.5 8.3 1 7.6 16.9 2"x4"x0.046x0.100SMB E 10.31 9.7 1 9.1 10.11 9.41 8.7 9.0 8.5 8.0 9.4 1 7.91 7.4 7.9 7.41 6.9 7.4 6.9 16.4 2" x 5" x 0.050 x 0.116 SMB 12.6 12.1 111.6 12.3 11.8111.3 11.1110.6110.1 10.31 9.91 9.5 9.71 9.3 8.9 9.018.6 18.2 2"x6"x0.050x0.120SMB 15.1 14.6114.1 14.7114.2113.7 13.2 12.8112.4 12.3111.9 11.5 11.6 11.210.8 10.8 10.4110.0 2"x7"x0.055x0.120SMg 16.6 16.1 15.6 16.2113.7115.2 14.5 114.1 i 13.7 13.5 13.2 12.9 12.7112.4 12.1 11.9 11.5 11.1 2" x 8" x 0.072 x 0.224 SMB 21.7 21.3 20.9 21.2120.8I20.4 19.0 18.7 118A 17.7 17.4 17.1 16.7 16.4 16.1 15.6 15.3 15.0 2" x 9" x 0.072 x 0.224 SMB 23.7 23.3 22.8 23.1 122.7122.3 20.8 20.4120.0 19.3 19.0 18.6 20.5 18.2 17.8 17.5 20.0 19.6 19.3 17.0 18.7 16.7116A 18.3 18.0 2" x 9" x 0.082 x 0.306 SMB 26.1 25.6 25.1 25.4125.0 24.5 22.9 22.5122.1 21.3 20.9 2" x 10" x 0.072 x 0.389 SMB 31.5 30.9 30.4 30.7130.2 29.6 27.6 27.1 26.6 25.7 25.3 24.8 24.2 23.7123.3 22.6 22.2 21.8 C 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates C.S. copyright laws and will subject the violator to legal prosecution. Page 2-72 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD Table 2.6 Maximum Heights for Screen Wall Posts/Columns for Flat / Dome / Half Mansard Roof Screen Enclosures (feet), Exposure B 'Note: For all sidewall columns, use roof span = 10 feet. Column Height Table (ft) Roof Beam -Beam Spacing ft g 100 110 120 130 140 150 10 30 1 50 10 30 50 10 30 50 10 30 50 10 30 50 10 30 50 6.2 5.1-1 4.0 6.1 5.0 3.9 5.4 4.5 3.6 5.1 4.2 1 3.3 4.8 3.9 3.0 4.4 3.7 3.0 Wind Sneed Region (mph Roof Span (ft 2" x 3" x 0.045 x 0.045 Hollow 2" x 4" x 0.050 x 0.050 Hollow 8.0 7.3 6.6 7.8 7.2 6.6 7.0 6.4 5.8 6.6 6.0 5.4 6.2 5.6 5.0 5.7 5.3 4.9 8.8 8.1 7.4 8.3 7.6 6.9 7.8 7.1 6.4 2" x 5" x 0.062 x 0.062 Hollow 10.8 9.9 9.0 10.6 9.7 8.8 9.5 8.7 7.9 2" x 4" x 0.046 x 0.100 SMB 2"x5"x0.050x0.116SMg 2"x6"x0.050x0.1205MB 2"x7"x0.055x0.120SM6 2" x 8" x.0.072 x 0.224 SMB 9.7 9.0 8.3 9.4 8.8 8.2 8.5 7.9 7.3 11.9 11.3 10.7 11.611.1) 10.4 10.4 9.9 9.4 14.2.13.7113.2 13.813.3 12.8 12.4 12.0111.6 15.6 15,1114.6 15.2 14.8 14.4 13.7 13.3 12.9 20.5 20.1 19.7 20.0 19.6119.2 17.9 1 17.6 17.3 7.9 7.3 6.7 7.4 6.9 6.4 6.9 6.4 5.9 1 9.7 9.2 8.71 9.1 18.7 8.3 8.5 8.1 17.7 11.6111.1 10.6 10.9110.5 10.1 10.21 9.8 19.4 12.7112.3111.9112.0111.6111.2 11.2110.8 10.4 16.7 16.4 16.1 15.7 15.4 15.1 14.6 14.4 14.2 2" x 9"-x 0.072 x 0.224 SMB 22.3 21.9 21.4 21.8 21.3 20.9 19.619.2 18.8 18.2 17.8 17.5 17.1 16.8 16.4 16.0 15.7 15.3 2" x 9" x 0.082 x 0.306 SMB 2" x 10" x 0.072 x 0.389 SMB 24.5 24.1 23.6 24.0123.5 23.0 21.5 121.1 20.7 29.7 29.1 28.5 28.9128.4 27.8 26.0 25.5 25.0 ; 20.0 19.6 19.2 18.8 18.5 18.1 17.6 17.2 16.9 24.2 23.7 123.3 22.7 22.3121.8 21.2 20.8 20.d 2003 Ashley .Aluminum. LLC WAR`NG: Unlicensed photocopying violates G.S. copyright laws and will subject the violator to legal prosecution. Page 2-73 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD Table 2.8 Maximum Spans for Screen Wall Girts or K -Bracing (feet), Exposure B Design wind speed up to 130 mph with wind load of 25.6 psf. Maximum spacini I of girts = 7 feet o.c. 2" x 2" x 0.044" 8.10 feet 2" x 3" x 0.045" 10.28 feet 2" x 4" x 0.050" 12.84 feet 2" x 5" x 0.062" 17.38 feet Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum spacing of girts = 7 feet o.c. 2" x 2" x 0.044" 7.00 feet 2" x 3" x 0.045" 8.97 feet 2" x 4" x 0.050" 11.20 feet 2" x 5" x 0.062" 15.17 feet Design wind speed up to 130 mph with wind load of 25.6 psf. Maximum vertical spacing of girts = 10 feet o.c. 2" x 2" x 0.044" 6.60 feet 2" x 3" x 0.045" 8.60 feet 2" x 4" x 0.050" 10.74 feet 2" x 5" x 0.062" 14.54 feet Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum vertical spacing of girts = 10 feet o.c. 2" x 2" x 0.044" 1 5.76 feet 2" x 3" x 0.045" 7.51 feet 2" x 4" x 0.050" 9.37 feet 2" x 5" x 0.062" 12.69 feet Note: 1. Tables based on rBC Table 2002.4 Load Case A L/W=2 (worst case) 2. Maximum girt spans are indirectly limited to 9 feet since maximum beam -to -beam span tables end at 9 feet o.c. 2003 Ashley Aluminum. LLC WAR.NM. : Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. Page 2-77 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide — LRFD Table 2.12 Maximum Area of Side Wall for Cable Bracing (each pair) or K -Bracing - (each pair) of Front Wall for Non -Gable (Hip/Dome/Flat/Mansard) Roof Screen Enclosures Mean Roof Height (ft) Exposure Category B, ft2 Wind Region 100 110 120 130 140 150 <15 <15 399 361 301 258 226 195 20 373 311 259 222 194 168 25 357 286 238 204 179 155 <15 457 392 323 274 239 211 20 457 392 323 274 239 211 25 457 392 323 274 239 211 30 457 392 323 274 239 211 35 436 373 307 261 227 201 40 400 343 282 240 2091184 45 357 3061252 214 186 165 50 308 264 217 185 160 142 55 - 258 222 182 155 135,1191 60 21211821150 1271111198 Mean Roof Height (ft) Exposure Category C, ft Wind Re ion 100 110 120 130140 150 <15 <15 399 361 301 258 226 195 20 373 311 259 222 194 168 25 357 286 238 204 179 155 30 343 274 229 1196 172 148 35 333 266 1 22211901167 144 40 314 251 209180 157 136 45 288123111921165 1441125 i 50 2601208117311481130T 12 55 228 182 152 130 114 99 60 11961157J13111121 98 185 Table 2.13 Maximum Area of Side Wall for Cable Bracing (each pair) or K -Bracing (each pair) of Front Wail for Gable Roof Screen Enclosures Mean Roof Height (ft) Exposure Category B, ft2 Wind Re ion 100 11101120.130 140 150 100 110.120 130 14.01150 <15 343 2891239 203 177 152 - 343 289 2391203 1771152 25 343 2891239 203 177 152 30 343 289 239 2031177 152 35 327 275 227 1941169 145 40 300 252 2091178 155 133 45 26812251186 159 138 119 50 231 1941160113711191103 55 194 1631135111511001 86 60 15911341111194 82 1 71 Mean Roof Height (ft) Exposure Category C, ft2 Wind Region 100 110.120 130 14.01150 <15 290126812261 160 145 20 271j230 1941164 141 124 25 260 212 17911501130 114 30 24912 031172 144 125 110 35 12421197116711401121 107 40 22911861157 1321114 101 45 2101171 144 12111051 92 50 1891154 11101109194 83 55 16611351114196183 73 60 11431116!98 ; 83 i 71 63 Notes for Table 2.12 and 2.13: 1. Cable bracing shall be 1/8" Flexible Steel Cable consisting of 19 individual strands of 0.025" ferrous steel wire (min.). 2. Flat bar shall be min. 1 t/4" x 5 %z" x 0.120 thick with max. of three '/4" diameter holes. 3. Each side wall not laterally supported by host structure and projecting more than 10 feet from host structure shall be laterally braced by one cable installed adjacent to the front wall. 4. Each side wall not laterally supported by host structure and projecting more than 20 feet from host structure shall be laterally braced by cable bracing installed at both ends similar to front wall bracing. 5. K -bracing of Front Wall/Back Wall shall be provided in pairs, one on each end of wall. C; 2003 Ashley Aluminum. LLC WAR.NIr'G: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. Page 2-81 2. SCREEN ENCLOSURES - Aluminum Construction. Design Guide - LRFD Table 2.15 Minimum Connection Screw Requirements (each side of connection & each side of beam/column) for Roof Beams, Uprights, and Carrier Beams, Exposure B (Combined Stresses from Uplift and Lateral Loads) Note:To determine the number of lag screws or masonry screws required to fasten beam to host structure, take half the value in the table and round up to the nearest number. (a) # 10 Screws All Roofs / Exposure B / Up to 130 mph Roof Beam Roof Beam Distance from Beam to Beam Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 Self -Matin Beams SMB Self -Matin Beams (SMB)l 2"x4"x0.046 x0.100 3 3 4 4 5 5 5 6 2"x5"x 0.050 x0.116 3 4 4 5 5 5 6 6 2" x 6" x 0.050 x 0.120 4 4 4 5 5 5 1 6 6 2"x7"x 0.055 x0.120 4 4 4 5 5 5 6 6 2" x 8" x 0.072 x 0.224 4 4 5 5 6 6 7 7 2" x 9" x 0.072 x 0.224 4 4 5 6 6 6 7 7 2" x 9" x 0.082 x 0.306 4 5 5 6 1 6 6 78 x 9" x 0.082 x 0.306 2"x10"x0.092 x0.3891 5 5 6 1 6 1 7 7 8 8 (b) # 10 Screws All Roofs / Exoosure B / UD to 150 moh (c) # 12 Screws All Roofs / Exoosure B / Uo to 130 moh Roof Beam Roof Beam Distance from Beam to Beam Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50.) 7.00 8.00 3.00 1 4.00 5.00 6.00 6.50 7.00 8.00 9.00 Self -Matin Beams (SMB)l 2"x4"x 0.046 x0.100 2"x4"x 0.046 x0.100 4 4 4 5 5 6 6 7 2"x5"x0.050 x0.116 4 4 5 5 6 6 6 7 2"x6"x 0.050x0.120 4 4 5 5 6 6 7 7 2" x 7" x 0.055 x 0. 120 4 4 5 6 6 6 7 8 2"x8"x 0.072x0.224 5 5 5 6 6 7 7 8 2" x 9" x 0.072 x 0.224 5 5 6 6 7 7 8 8 2" x 9" x 0.082 x 0.306 5 5 6 7 7 7 8 9 2" x 10" x 0.092 x 0.389 5 5 1 6 7 7 8 9 9 (c) # 12 Screws All Roofs / Exoosure B / Uo to 130 moh Roof Beam Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50.) 7.00 8.00 1 9.00 Self -Matin Beams SMB 2"x4"x 0.046 x0.100 3 3 3 4 4 4 5 5 2"x5"x 0.050 x0.116. 3 3 4 4 4 4 5 5 2"x6"x 0.050x0.120' 3 3 4 4 4 4 5 5 2"x7"x 0.055 x0.120 3 3 4 4 4 5 5 5 2" x 8" x 0.072 x 0.224 3 4 4 4 5 5 5 6 2" x 9" x 0.072 x 0.224 3 4 4 5 5 5 6 6 2" x 9" x 0.082 x 0.306 3 4 4 5 5 5 6 1 6 2"x10"x 0.092x0.389 3 4 5 5 5 6 6 7 2003 Ashley Aluminum. 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SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD Table 2.17 Connection Detail # for Column to Foundation and Roof Beam to Host Structure Wall (Combined Stresses from Uplift and Lateral Loads) All Roofs / Exposure B / Mean Roof Hei ht Up to 15 Feet Wind Speed Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.501 7.00 8.00 9.00 100 F1 F1 F1 F1 F1 F1 171 F1 110 F1 F1 F1 F1 F1 171 F1 F1 120 F1 F1 F1 F1 F1 F1 F1 F1 130 F1 F1 F1 F1 F1 F1 F1 F2 140 F1 F1 F1 F1 F1 F1 F1 F2 150 F1 F1 F1 F1 F1 F1 F2 F2 All Roofs / Exposure B / Mean Roof Hei ht Greater Than 15 Feet and uo to 30 Feet Wind Speed Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 100 F1 F1 F1 F1 F1 F1 F2 F2 110 F1 F1 F1 F1 F1 F2 F2 F2 120 F1 F1 F1 F2 F2 F2 F2 F2 130 F1 F1 F1 F2 F2 F2 F2 F2 140 F1 F1 F2 F2 F2 F2 F2 F2 150 F1 F1 F2 F2 F2 F2 F2 F2 All Roofs / Exposure C / Mean Roof Height Up to 15 Feet Wind Speed Distance from Beam to Beam 3.00 4.00 15.00 6.00 6.50 7.00 8.00 9.00 100 1 F1 F1 F1 F1 F1 F1 F1 F1 110 F1 F1 F1 F1 F1 F1 F1 F1 120 F1 F1 F1 F1 F1 F1 F1 F2 130 F1 F1 F1 F1 F1 F1 F1 F2 140 F1 F1 F1 F1 F1 F2 F2 F2 150 F1 F1 F1 F1 F2 F2 F2 F2 All Roofs / Exposure C / Mean Roof Height Greater Than 15 Feet and uo to 30 Feet Wind Speed Distance from Beam to Beam 3.00 1 4.00 5.00 6.00 6.50 7.00 8.00 9.00 100 F1 F1 F1 F1 F2 F2 F2 F2 110 F1 F1 I F1 F2 F2 F2 F2 F2 120 F1 F1 F2 F2 F2 F2 F2 NA 130 F1 F1 F2 F2 F2 2 NA NA 140 F1 F2 F2 F2 F2 NA NA NA 150 1 F1 F2 F2 F2 NA NA NA NA 2003 Ashley Aluminum. 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SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD Table 2.18 Connection Detail # for Secondary Column to Foundation (Side Wall) All Roofs / Exposure B / Mean Roof Hei ht Up to 15 Feet Wind Speed 3.00 4.00 Distance from Beam to Beam 8.00 9.00 3.00 4.00 5.00 6.00 6.50 7.00 8.00 ' 9.00 100 F3 100 F3 F3 F3 F3 F3 F3 F3 F1 110 F3 F3 F3 F3 F3 F3 F3 F1 120 F3 F3 F3 F3 F3 F3 F1 F1 130 F3 F3 F3 F3 F3 F1 F1 F1 140 F3 F3 F3 F1 F1 F1 F1 F1 950 F3 F3 F3 F1 I F1 F1 F1 F1 All Roofs / Exposure B / Mean Roof Height Greater Than 15 Feet and un to 30 Feet Wind Saeed 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 . 7.00 8.00 9.00 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 100 F3 F3 F3 F1 F1 F1 F1 F1 110 F3 ( F3 F3 F1 F1 F1 F1 F1 120 F3 F3 F1 F1 F1 F1 F1 F2 130 F3 F1 F1 F1F1 F3 F1 F2 F2 140 F3 F1 F1 F1 F1 F1 F2 F2 150 F1 F1 I F1 F1 F2 F2 F2 F2 All Roofs / Exposure C / Mean Roof Height Uo to 15 Feet Wind Speed Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 7.00 8.0 1 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 100 F3 100 F3 LfF3 F3 F3 F3 F3 F3 F1 110 F3 F3 F3 F3 F3 F3 F1 F1 120 F3 F3 F3 F3 F1 F1 F1 F1 130 F3 F3 F3 F1 F1 F1 F1 F1 140 F3 F3 F3 F1 F1 F1 F1 F1 150 F3 F3 I F1 F1 F1 F1 F1 F1 All Roofs 1 Exposure C / Mean Roof Hei ht Greater Than 15 Feet and up to 30 Feet Wind SpeedDistance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 7.00 8.0 1 9.00 100 F3 F3 F1 F1 F1 F1 F1 F1 110 F3 F1 F1 F1 F1 F1 F2 F2 120 F1 F1 F1 F1 F1 2 F2 F2 130 F1 F1 F1 F1 F2 F2 F2 F2 140 F1 F1 F1 F2 F2 F2 F2 NA 150 F1 F1 F2 I F2 F2 F2 NA NA C 2003 Ashley Aluminum. LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. Page 2-89 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD " MIN. C -C SPACING (TYP.) U z_z � � A Ln o N N/POST (SEE TABLE 2.4 - 2.7) )�" THICK ANGLE EACH SIDE SEE TABLE 2.15 - 2.16 FOR MIN. SCREWS REQUIRED - %" 0 CONCRETE ANCHOR, 2-%," MIN. CONC. EMBEDMENT (TYP.) A. 31YZ" MIN. (TYP.) •I A DETAIL Fl: COLUMN TO FOUNDATION (SEE TABLE 2.17 FOR COLUMN/POST) (SEE TABLE 2.18 FOR SIDE WALL COLUMN/POST) NOTES: 1. %" 0 CONCRETE ANCHORS SHALL HAVE MINIMUM ULTIMATE TENSION CAPACITY OF 2200 LBS. AND MINIMUM ULTIMATE SHEAR CAPACITY OF 2800 LBS. S.M.S. WITH MIN." EDGE DISTANCE AND C -C SPACING (TYP.) SEE TABLE S.M.B. COLUMN OR HOLLOW POST 2.15 OR 2.16 FOR MIN. SIZE AND / �" ANGLE, EACH SIDE (TYP.) QUANITY OF SCREWS REQUIRED OR EQUIVALENT "U" RECEIVING CHANNEL " 0 CONCRETE ANCHOR (TYP.) H g x 2" OB SOLE PLATE r" .-71 MIN. (2)-#10 x 1" G 0 x 24" CONCRETE SCREW LONG S.M.S. INTO SCREW BOSSES (TYP.) ANCHOR 0 24" O.C. (TYP.) IF 1X2 O.B. IS CONTINUOUS, PROVIDE (4) S.M.S. INTO COLUMN/POST SCREW BOSSES S.M.B. COLUMN OR HOLLOW POST SECTION A -A ," /-\ 7- -,i EDGE OF SECTION B-8 C 2003 • Ashley Aluminum, LLC W AXONG: UoGttnted photocopying riolntn U.S. coprrityt Trot and will subject the siolator to IegW prosecution x 2" OB SOLE PLATE PAGE 2-107 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD /POST (SEE TABLE 2.6 & 2.7) -#104¢" S.M.S. INTO SCREW BOSS )M UPRIGHT (TYP. EACH END) Y4" 0 CONCRETE SCREW ANCHOR, 14" MIN. EMBEDMENT (TYP.) DETAIL F3: SIDE WALL COLUMN TO FOUNDATION (SEE TABLE 2.18) NOTES: 1. Y4" 0 CONCRETE SCREW ANCHORS SHALL HAVE MINIMUM ULTIMATE TENSION CAPACITY OF 800 LBS. AND MINIMUM ULTIMATE SHEAR CAPACITY OF 1050 LBS. �-S.M.B. COLUMN OR HOLLOW POST X" 0 CONCRETE SCREW ANCHOR 14" MIN. EMBEDMENT (TYP.) x 2" OB SOLE PLATE ZH • )'4" 0 x 2Y4" CONCRETE SCREW LMIN. (2)-#10 x 1J2" ANCHOR 0 24" O.C. (TYP.) LONG S.M.S. INTO SCREW BOSSES (TYP1 SECTION A -A EDGE OF MN OR HOLLOW POST x 2" OB SOLE PLATE SECTION 8-13 C2003 .kshl- Al...—, LLC WARNING: Uoli—,ed pbotocopyiag ciolste US. wpyright Iwo and will subject the violator to IeW pmi,eeudoo PAGE 2-109 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD NOTE, ROOF BEAM OR PURLIN LINE NM DIRECTLY SUPPORTED INPLANE BY HOST ROOF BEAM LINE LATERALLY STRUCTURE OR BRACED WALL SHALL HAVE SUPPORTED BY HOST STRUCTURE OR DIAGONAL ROOF BRACING THAT PROVIDES A BRACED WALL (TDIAGONAL NOT BRACING NOT REQUIRED CONTINUOUS LOAD PATH LEADING TO A BRACED HOST STRUCTURE (NEW OR EXISTING) WALL OR HOST STRUCTURE. —a - I ------ I II II J ;I J a j n I II 11 � w ROOF BEAMIOR I I PURLIN L II II E yD1 If I w LATERALLY SUPPORTED B HOST ;I I a I J------- —J K BRACED LL (TYP.) C C2 if I a � i II II I II II II II I II II II II ROOF BEAM OR PURLINE LINE Now a ROOF PURLI LINE Ual L NTERALLY SUPPORTED BY HOST STRICTURE OR i DIAGONAL C3 BRACED WO L (TYP,) I 2 x 2 (M1 C —� I I � i BRACING (TYR), SEE TABLE 2.2 N) V/ (2) R10 S.M.S., EACH END, XTERIOR WALL BRACED • -ROOF BEAM OR PURLINE.LINE I WITH CABLE OR K -BRACING, TYP, (SEE DETAILS 16a S i 16b FOR NOTES) (ARROWS REPRESENT LATERAL WIND LOAD TO BE TRANSFERED TO HOST STRUCTURE OR� CABLE/K-BRACING IN WALLS) MINIMUM ROOF DIAG❑NAL BRACING PLAN - PLAN VIEW 1 ROOF BEAM OR PURLIN LINE LATERALLY SUPPORTED BY HOST STRUCTURE OR BRACED WALL (TYP.) STRUCTURE (NEW OR EXISTING) N❑TEI ROOF BEAM OR PURLIN LINE KI DIRECTLY SUPPORTED INPLANE BY HOST STRUCTURE OR BRACED WALL SHALL HAVE DIAGONAL ROOF BRACING THAT PROVIDES A CONTINUOUS LOAD PATH LEADING TO A BRACED WALL OR HOST STRUCTURE, NO LATERAL BRACING REQUIRED IF EXTERIOR SCREEN WALL IS CONNECTED DIRECTLY TO HOST STRUCTURE (TYP.) I II ii II II II ft II II 71- u n n ROOF BEAM / PURLIN / COLUMN LINE LATERALLY SUPPORTED BY HOST STRUCTURE OR BRACED WALL (TYR) DIAGONAL BRACING (TYPJ, SEE TABLE 2.2 2 x 2 (MIN) W/ (2) 1110 S.M.S., EACH END. f f f t f f 4 (ARROWS REPRESENT LATERAL VIND LOAD TO BE TRANSFERED TO HOST STRUCTURE OR CABLE/K-BRACING IN WALLS) MINIMUM ROOF DIAG❑NAL BRACING PLAN — PLAN VIEW 2 -EXTERIOR WALL BRACED WITH CABLE OR K -BRACING, TYP. (SEE DETAILS 16a 11,16b FOR NOTES) C2003 AshIm Alumus =. LLC - WARNING: Uoticestsed phatocup009 violetq C.S. copyriot laws sod will subject the violstnr to lead proseeu000 PAGE 2-96 I � I II II J ;I II II n u II a j n I II 11 � w ROOF BEAMIOR I I PURLIN L II II E yD1 If I w LATERALLY SUPPORTED B HOST ;I I a I STRUCTUREIOR BRACED LL (TYP.) C C2 if I —.► I y � i II II I II II II II I II II II II ROOF BEAM OR PURLINE LINE ROOF BEAM / PURLIN / COLUMN LINE LATERALLY SUPPORTED BY HOST STRUCTURE OR BRACED WALL (TYR) DIAGONAL BRACING (TYPJ, SEE TABLE 2.2 2 x 2 (MIN) W/ (2) 1110 S.M.S., EACH END. f f f t f f 4 (ARROWS REPRESENT LATERAL VIND LOAD TO BE TRANSFERED TO HOST STRUCTURE OR CABLE/K-BRACING IN WALLS) MINIMUM ROOF DIAG❑NAL BRACING PLAN — PLAN VIEW 2 -EXTERIOR WALL BRACED WITH CABLE OR K -BRACING, TYP. (SEE DETAILS 16a 11,16b FOR NOTES) C2003 AshIm Alumus =. LLC - WARNING: Uoticestsed phatocup009 violetq C.S. copyriot laws sod will subject the violstnr to lead proseeu000 PAGE 2-96 11/26/2003 15:19 8138808979 ASHLEY 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD PAGE 03 NOTE, RCOr BEAM OR PURLIN LINE NOT DIRECTLY SUPPORTED INPLANE BY HOST R13OF BEAM LINE LATERALLY STRUCTURE OR BRACED WALL SHALL HAVL SUPPORTED BY HOST STRUCTURE OR AIAGONAL ROOF BRACING THAT PROVIDES A BRACED WALL (TIP.) DIAGONAL CONTINUOUS LOAD PATH LEADING TO A BRACED 3RACING NOT REGUIRED WALL OR HOST STRUCTURE. HOST STRUCTURE (NEW OR EXISTING) J f 2 x 2 (MIN) j I 1 E i ROOF PURL, DIAGONAL BRACING (TYR), SEE TABLE 22 W/ (2) 010 SM.S,. EACH END. J f 2 x 2 (MIN) j I 1 E i ROOF PURL, LINE yAI L11 4TERALLY SUvapRTEDIIBr HOST STR.CTURE OR i i BRACED W L (TYR) y 1 ro a ao n as r a.crre,i —r.,--- -----zm � zre rear xe... sr I ---7�— XTERIOR WALL BRACCD OOF BEAM OR PURLINE LINE — I WITH CABLE DR K -BRACING, TYP. (SEE DETAILS 16a 6 164 COR NOTES) (ARROWS REPRESENT LATERAL WIND LOAD TO BE TRANSFERED TO KST STRUCTURE OR CABLE/K- BRACING IN WALLS) MINIMUM ROOF DIAGONAL BRACING PLAN Q P4NEL)— PLAN VIEW 1 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD 1 DETAIL 16a—Ys" 0 FLEXIBLE STEEL CABLE (TYP.) 2" (MAX.) (4)—#e x 1 " S.M.S. SEE NOTES ON TABLE 2.12 & 2.13—��2x2A" ANGLE T1 i DETAIL 16a-2 DETAIL 16a: TYPICAL LATERAL CABLE BRACING �(9) #12 x �4" S.M.S. TO WALL MEMBERS DETAIL 15-1 0 0 00 o 0 0 1 h h _J z N h r :EYE BOLT THRU-BOLTED TO 2x2 HEADER W/ DOUBLE WASHER & NUT EACH SIDE, EYE SNUG AGAINST ANGLE OPTIONAL DETAIL 16a-1 Ar a -f ---f 1)— CONCRETE . Z ANCHOR W/ 2�" MIN. EMBEDMENT (TYP.) N DETAIL 15-2 (ALTERNATIVE) 1Y4" x 5Y2" x 0.120 THICK ALUMINUM FLAT BAR (SEE TABLE 2.13 & 2.14) (2) — Y4" x 1Y2" CONCRETE SCREW ANCHOR (TYP.) DETAIL 16a-2 3" STEEL "CAMELBACK" CLIP (TYP.) THIS CLIP MAY BE INSTALLED ON T/C OR ON SIDE OF CONC. SLAB (2" MIN. CONCRETE EDGE DISTANCE) (8) #12 x 3/4" S.M.S.\ U iJ `(2) — Y4" x 1Y2" CONCRETE TO WALL MEMBERS SCREW ANCHOR (TYP.) OPTIONAL DETAIL 16a-1 OPTIONAL DETAIL 16a-2 C2003 Ashlry Aluminum. LLC WANING: Uohcrosed pbotocopyint violnes G.S. copyrltht Isws and will subject the vialator to Iegitl prosecution PAGE 2-113 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD BEAM MAY BE FLAT OR SLOPED, SEE TABLE 2.1-2.5 (2x9 SMB LARGEST BEAM ALLOWED WITH THIS DETAIL, SITE. SPECIFIC ENGINEERING DETAIL REQUIRED FOR BEAMS LARGER THAN 2x9 SMB) (3)-#10 x �4" S.M.S. (TYP. EACH STRAP), (2)-2" x 2" x V ANGLE (MAY BE SINGLE ANGLE) W/ MIN. TOTAL NUMBER OF SCREWS PER TABLE 2.17 OR 2.18 (TYP. EACH SIDE OF BEAM) 7" (MAX.) SUPER GUTTER #10 x 1)�" S.M.S.(MIN.) ® 24" O.C. CONNECTING 1"x2" O.B. TO GUTTER (O.B. IS OPTIONAL) . 1" x 5" x 1" ANGLE 4" LONG ® EACH BEAM '5)-Y4" 0 x 2" LAG SCREWS ® 1" O.C. (TYP. 4 EACH BEAM) AND (1)-y4" 0 x 2" LAG SCREW 0 24" O.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACHI RAFTER TAIL W/ (1) -Y4 -o x 4 LONG PAN HEAD LAG I SCREWS BEFORE ATTACHING SUPER GUTTER 2-,#12x1)" SCREW (MAY BE ON BACKSIDE OF FASCIA) -*'--2" STRAP FASTENED TO GUTTER W/ MIN. 2-#10 S.M.S. (S.M.S. MAY BE COMMON WITH ANGLES USED WITH BEAM CONNECTION) 2" WIDE x 0.024" MIN. 3003-1-114 ALLOY, PULLED TAUT (2 ®EACH BEAM) DETAIL 19: OPTIONAL FASCIA HANGER CONNECTION NOTE: IF FASCIA IS SLOPED, SAME DETAIL .MAY BE USED WITH SAME BACKING AS SHOWN IN DETAIL 18 C 2003 -.4shlev .Vutntnutn. LLC WARY ING: Unlicensed pb0t0r0pying ciolatC$ C.S. copyright laws and will subject the siolator to legal prosecution - PAGE 2-117 11/26/2003 15:19 8138808979 ASHLEY 2. SCREEN ENCLOSURES - Aluminum Construction Design Guide - LRFD PAGE 05 12 \O °2" NOMINAL FASCIA O ° COLUMN/POST (SEE TABLE 2.4 - 2.7) O UPRIGHT AND DIAGONAL MAY SE DIFFERENT o O SIZES iF LARGER UPRIGHT SECTION IS USED OTHER THAN MIN. REQUIRED IN TABLE 2.4-2.7. DIAGONAL O SIZE MAY 5E MIN. REQUIRED FOR UPRIGHT O o , —SUPER GUTTER TO FASCIA CONNECTION NOT SHOWN KOR CLARITY SEE DETAILS 17-19 DETAIL 21: TYP. NON -GABLE RCCF TRANSOM (RISER) WALL BEAM (SEE TABLE 2.4 - 2,5) COLUMN/POST (SEE TASI.F 7.4 - 2,5) SEE GUTTER DETAILS 17-19 FOR COLUMN GUTTER CONNECTION 2'x2' MAY BE ROTATED 90' O.B. IS OFiONAL VV..Ln IV - I�LI.IIVI\ NOT SHOWN FOR CLARITY SEE DETAILS 17-19 f,DIAGONAL CONNECTION CCOLUMN I MAX. BEAM SPAN FROM TABLE 2.1 6'-0" MAX. SPAN 1. BEAM (SEE TABLE 2.1)� 2'x2' MAY BE ROTATED I 90' I i O.B. IS, OPTIONAL I I 10 —SEE TABLE 2.15 - 2.15 FOR MIN. REQUIRED _ MAINTAIN MIN. EDGE DISTANCE & Z3 C -C SPACING 0.050" MIN. 6063-T6 ALLOY PLATE OR I{ H CHANNEL POR 5 CASTCNERS PER Ii LINE OR LESS OTHERWISE %" MIN. I THICKNESS (TYP,) SEE TABLE 2.15 & 2.16 FOR NUMBER OF SCREWS REQUIRED , 12 \O °2" NOMINAL FASCIA O ° COLUMN/POST (SEE TABLE 2.4 - 2.7) O UPRIGHT AND DIAGONAL MAY SE DIFFERENT o O SIZES iF LARGER UPRIGHT SECTION IS USED OTHER THAN MIN. REQUIRED IN TABLE 2.4-2.7. DIAGONAL O SIZE MAY 5E MIN. REQUIRED FOR UPRIGHT O o , —SUPER GUTTER TO FASCIA CONNECTION NOT SHOWN KOR CLARITY SEE DETAILS 17-19 DETAIL 21: TYP. NON -GABLE RCCF TRANSOM (RISER) WALL BEAM (SEE TABLE 2.4 - 2,5) COLUMN/POST (SEE TASI.F 7.4 - 2,5) SEE GUTTER DETAILS 17-19 FOR COLUMN GUTTER CONNECTION 2'x2' MAY BE ROTATED 90' O.B. IS OFiONAL VV..Ln IV - I�LI.IIVI\ NOT SHOWN FOR CLARITY SEE DETAILS 17-19