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HomeMy WebLinkAbout702 Osceda DrPermit # 0�� U\ \Vy Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: 3 1115 0 A Scn 3a-rn ©w, W'" / wyk 12ov� Ln o F 5'4 Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool .r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporlary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1c. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other.• Shan 3C) Parcel #: ()I Owners Name & Address: 9 o a (-),se ed Contractor Name & Address: R35 ,5I , ;t n Phone & Fax:q(J' --n n - Bonding Company (Attach Proof of Ownership & Legal Description) Phone: rCU' ( Z :5 t.1- //'t— State`Ccense Number: --X C./,') 1 / Contact Person: ,� rru -Duncan Phone: Address: Mortgage Lender: Address: Architect/Engineer: ,N� 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 con-mr.nc(ri ;, i<n ) tix; 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 of the foregoing information is accurate and that all work will be done in compliance with all applical-,lo i t t:r;itia[ing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU)I ),j-, ft -IG 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 pe is ve Mica 'on tha I no fy the owner of the property of he requirements of Florida Lien Law, -S 713. t Dat Signature on SiIt o Own 77-4c or/Agent Date vac( o� 6e,d1-E �L4"i not Owne Agent's N me Prin[� C_ ontractor/Agent's Name ! Date �v�✓-�J ignature of Notary e of Florida Dateg�j?oSigna[ure of \ora - to e o Florida R°,►.r •r Susan L Matre-Harrison,wa' • My Commission DD218024 °��^ Susan L Matre-Harrison MY Commission DD218024 Owner/gent is Pei Kn m to .r Contractor/Aeent is 1 ----Personally Known to M �° Expires July 12, 2007 _ r(iP odueed ID�jA/LIf�jD/rl_S �j e _Produced ID f F%Oa Expires July 12, 2007 ! APPLICA-KION APPROVED 131': (31dg: zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date SPecial Conditions: '11�s CCS Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 ❑AVID JOHNSON,C'FA, �AS�A '.>. PR®PER 1 APPRAISER SETMIINQLE C00NTY FL. I ioi E. FIRST„ST SAN FORD 5; F L 327 71-14.68 407-667,-7506 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 01-20-30-504-1300-0100 Depreciated Bldg Value: $72,710 Owner: THURMOND DAVID R &JOYCE A Depreciated EXFT Value: $0 Mailing Address: 702 OSCEOLA DR Land Value (Market): $11,400 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 702 OSECOLA DR Just/Market Value: $84,110 Subdivision Name: DREAMWOLD AND Assessed Value (SOH): $59,072 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $34,072 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1,105 FEE SIMPLE DEED 08/2005 05852 1320 $100 Improved 2004 Tax Bill Amount: $663 QUIT CLAIM DEED 04/1991 02288 0289 $1,500 Improved Save Our Homes (SOH) Savings: $442 WARRANTY DEED 09/1990 02223 1530 $60,100 Improved 2004 Taxable Value: $32,351 DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Assess Land Unit Land LEGAL DESCRIPTION ?-AT Frontage Depth Method Units Price Value LEG LOT 10 BLK 13 DREAMWOLD PB 3 PG FRONT FOOT & 60 130 .000 200.00 $11,400 90 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1990 6 1,130 1,498 1,130 SIDINGAVG $72,710 $76,739 Appendage / Sgft GARAGE FINISHED/ 312 Appendage / Sgft OPEN PORCH FINISHED/ 56 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. Page I of 1 E)X1)0 SCREED Ex jqWHING 835 Sunshine Lane, Altamonte Springs, Florida 32714 (407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY I, Bernie Duncan, hereby authorized to obtain a permit for the following:.. LOT: D S u b d i v i s i o n�L np,/` Dn l Address : (� c�1 SC`P�� (� ` if A Yl pInGQR—_"1� ONNER of Property: 1Da6G1 �7mct-FTVVO Address: �a rne, BERNIE DUNCAN VICE PRESIDENT Sworn to and subscribed to me this g/��� by Bernard Duncan who is personally known to me and who did take an oath. • �. ,aa' Pv� Susan L. Matre-Harrison My Commission DD218024 111oF s,i Expires July 12, 2007 A. Permit Number Parcel Idenlifrcatlon Humber nl 13Cj(� l�fC -Frepared by: Sari r)(,- Oaf,-- aha,05 Return to: ( DULANDO SCREEN & AWNING 835 SUNSHi NE LANE ALTAMONTE SPRINGS, FL "'?714 r�o7�iCE o,�- corVrnn�_NC>` McN r Stan of Florida Count.y.0f se -ft nb %,- 14ARYANINE NORSEt CLERK OF CIRCUIT QMT 8EIIINOLE CWY HK 05881 PS 02170 C:LERKv 5 0 2005148524 REt'.[lRDFO 08/30AO-M 16%28:01 AN REMRI)INC FEES 10.00 REMRDED BY L McKinley CERTIFIED COPY �\ MARY.ANNE MOOSE CLERK'OF CIRCUIT COURT SEMIN E OUNTY, FLORIDA �y UG 3 p 2005. A the undarsigne,d: hereby gives notice Mat lin will be made to certain real property, and iii accordance wllh Chapler 713; Florlda.Statut.s, the following Information Is provided In this Notice of Cornrnencomont. 1. Description of propeity (legal description of the property, and street address if available) 2. Geneial dosr,ription of hTipro'veriioil t(s 3. ownor Infortnvition Name�vlJ —TVI.,t-rMlJr1C Telephone Number `kn 3-,-�0-Cqa Addiess osce� ck-T)c Fax Number `O,;- -7' Interest In Pr opoily: rt, Fee Siniplo Title I tolcror (if other Ihnn owner shown above) NahieTelephone WA TelephoneNumber Address Number DULANDO SCREEN & AWNiNG 5. Contractor 835 SUNSW E L.A?NE Name ALTAMONTE SPRINGS, FL. "�12714 'relephone Number 407-862-6060 Address (407) 862-6060 rax Number 407-662-1221 G. Suroty (if any) Name OfA Telephone Nurnber, Address rax Nurnber Anount of bond 7. Landor'(if any) Namo PAA Telephone Number Address Fax Numbor 8. Pcroons ivitliin lio Stab of ricilda designated by Owner upon whom noticos o� other documents may be seived.as provided by §713.13(1)(a)1.jIorida Statutes. Narna 'telephone Nurnber 1c!ress Fax Number 3. In addition to himself or herself,-Ovmer designates the following In recelve a copy of the Lienor's Notice as piovided.In §713.17(1)(b), Florida Statutes. Nanio Telephone Number Address Fax Number lo. E= 'piratla.ri d to of notice of cnninioncninont (the expirallon date Is one year from.tho dale of recording les a differr.nt date Is spocllied):^ 1al 'igned /� ���-' �l Signature of Owher Note: per §713A3(1)(g), "owner lust sign _arid no -one else may be permitted to sign In his or her •dead." ' ;vlorn to and sub cribed b I r me it Is. 25-d vho is _ p^rsunally linown to me OR _ is Identification. rev '49 Susan L Allaire -Harrison Of' 200by MY Commission DD218024 qO ' �*oe oo- Expires July 12. 2007 _produced Sigrialufe of Notary (notarial seal to appear..below) i_ _ ...�_....__.. ..... _ ...__ _ _._ ........ ... .. _ .. , i i i I � , I ou MTje < I W �® , i ; AMIL CAMERON ASHLEY BUILDING PRODUCTS Ashley Division 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 wwvv. FL -AC E. o rg. Building Products Since 1868 I SCREEN ROOM - Aluminum Construction Design Guide - LRFD Table 3.4 Max. Roof Spans for 1 lbs. EPS Core Composite Panels (feet), All Conditions Except as Described in Tables 3.3 Exposure B 1 lbs. EPS Core Composite Panels Wind Speed Zone (mph) Factored Wind Design Pressure (pso V, o 0 0 x ih N 0 x ih 0 0 x N 0 0 x 0 0 x CD N 0 0 x (0 0 0 x is N 0 0 x io 100 31.8 13.16 15.20 15.20 1 17.55 18.61 21.49 110 38.1 120 43.8 12.04 11.22 13.90 t 12.95 13.90 12.95 1 16.05 14.96 17.02 15.86 19.65 18.32 130 53.0 10.21 11.78 11.78 13.61 14.43 16.66 140 61.3 1 9.49 10.95 10.95 1 12.65 13.42 15.49 150 70.6 1 8.84 10.211 10.21 1 11.79 1 12.50 1 14.44 Exposure C Wind Speed Zone (mph) 1 lbs. EPS Core Composite Panels Factored Wind Design Pressure (psi C? o X N 0 x ih � 0 0 x N 0 0 x 0 0 x is N 0 0 x io 100 44.6 1 11.12 12.84 12.84 14.82 15.72 18.15 110 53.4 10.16 11.73 11.73 13.55 14.37 16.59- 120 63.0 9.35 10.80 10.80 12.47 13.23 15.27 130 74.1 8.53 9.96 9.96 11.50 12.20 14.09 140 85.8 8.02 9.26 9.26 10.69 11.34 13.10 150 98.6 7.48 8.64 8.64 9.97 10.58 12.22 Note: Pressures shown are positive and negative pressures. Effective area = 50 sf. C 2003 Ashley Aluminum, LLC - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD 3" RISER ROOF PANELS 2"x2" HEADER #8x} " S. 74 M.S. W/ INTEGRAL " 0 WASHER AND NEOPRENE GASKET ® 24" O.C. FOR EXPOSURE B AND 18" O.C. FOR EXPOSURE C DETAIL 4: 7YF. 13" RISEN ROOF PANEL TO PARALLEL. HEADER' CONNECTION 3" COMPOSITE ROOF PANELS 2"x2" HEADER #10x4" S.M.S. W/ 1Y4" 0 FENDER WASHER AND NEOPRENE GASKET 4 24" O.C. FOR EXPOSURE B AND 18" O.C. FOR EXPOSURE C DETAIL 4: TYP. 3" COMPOSITE ROOF PANEL TO PARALLEL HEADER CONNECTION 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD SEALANT EXTRUDED OR BRAKE—FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. W BEARING LEG. PAN ROOF PANEL ---7 (2)—#8xI ' S.M.S. 0 TOP & BOTTOM: IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE ;10x4" S.M.S. OR IF TOP LEG OF CHANNEL IS 2%* OR GREATER, USE (3)—#8x'Xa' S.M.S. ON BOTTOM, EQUALLY SPACED, FASTENERS ON TOP LEG ARE NOT REQUIRED. ALTERNATE DETAIL i EMAX. SECURE FASCIA TO EACH RAFTER TAIL W/ (1)—Y4.0 x 4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING ROOF HEADER/RECEIVING CHANNEL A. /4 x 21z_ LONG WOOD a• LAG SCREW ® 24' O.C. MAX. e HOST STRUCTURE (MASONRY OR WOOD) TYP..^," RISER RCOF PANEL TO HOST FASC:A (3)—#12xY- W/ INTEGRAL WASHER AND NEOPRENE GASKET S.M.S. THRU BOXED END OF EACH PAN IN LIEU OF S.M.S. INTO HEADER LEG(S) SEALANT �' MAX. % • °' PAN ROOF PANEL •' Q Y' 0 x 41i- LONG WOOD LAG SCREW OR Y4 0 x 2Y4' LONG MASONRY ANCHORS • • ® 24" O.C. MAX. (2)—#&x - S.M.S. ® TOP & BOTTOM.___T IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #10xS.M.S. HOST STRUCTURE (MASONRY OR WOOD) OR IF 70P LEG OF CHANNEL IS 2%" OR GREATER. USE (3)—#8x9(6' S.M.S. ON BOTTOM, EQUALLY SPACED, FASTENERS ON TOP LEG ARE NOT REQUIRED. EXTRUDED OR BRAKE—FORMED ROOF HEADER OR RECEMNG CHANNEL (0.044' MIN. THICKNESS) _ WITH MIN. U¢- BEARING LEG. TYP. 3" RISER ROOF PANEL TO HOST STRUCTURE WALL DETAIL. 3: ROOF PANEL TO HOST STRUCTURE CONNECTICN DETAIL r3AII 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD Table 3.7 Maximum Spans for Carrier Beams (Edge or Interior), Exposure B, All Conditions Table applies to Exposure B and heights up to 30 feet. r)asinn Winn Sneed (mnh) = 120 mnh. Beams Tributary Width Tributary Width Self -Mating Beams (SMB) 6.00. 8'00 10.00 12.00 14.00 16.00 18.00 1 20.001 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 Self -Matin Beams (SMB) " x 2" x 0.044 x 0.044 Hollo 5.55 4.80 4.30 3.92 3.63 3.40 3.20 3.04 2.90 2.77 2.66 2.57 2.48 2.40 2.33 2.26 " x 2" x 0.045 x 0.045 Hollowi i 6.44 5'x57 4.99 4.55 4.21 3.94 1 3.72 3.53 3.36 3.22 3.09 2.98 1 2.88 2.79 2.70 2.63 2" x 3" Hallow Tilt 6.83 5.92 5.29 4.83 4.47 4.18 3.95 3.74 3.57 3.42 3.28 3.16 3.06 12.96 2.87 1 2.79 2" x 4" Hollow Tilt 8.38 7.26 6.49 1 5.93 1 5.49 5.13 4.84 ' 4.59 4.38 4.19 1 4.03 3.88 3.75 13.63 3.52 3.42 2" x 4" x 0.046 x 0.100 10.831 9.38 8.39 7.66 7.09 6.63 6.25 5.93 5.66 5.42 1 5.20 5.02 4.85 14.69 4.55 1 4.42 2" x 5" x 0.050 x 0.116 13.16 11.40 10.20 9.31 8.62 1 8.06 7.60 7.21 1 6.87 6.58 6.32 6.09 5.89 5.70 5.53 15.37 2" x 6"x 0.050 x 0.120 15.53 13.45 12.03 10.98 10.16 9.51 8.96 8.50 8.11 7.76 7.46 7.19 6.94 6.72 6.52 16.34 2" x 7" x 0.055 x 0.120 17.34 15.02 13.43 12.26 11.35 10.62 10.01 9.50 9.06 8.67 8.33 8.03 7.75 7.51 7.28 7.08 I 2" x 8" x 0.072 x 0.224 122.S3 119.60 1 17.53 f 16.00114.82 113.86113.07112.401 1 8.43 11.82 11.32 10.87 10.48 10.12 9.80 9.51 9.24 2" x 9" x 0.072 x 0.224 24.62 121.32 19.07 117.41 16.12 115.07114.21 1 13.48 12.86 112.31 11.83 11.40 11.01 10.66)10.34110.05 2" x 9" x 0.082 x 0.306 127.24 123.59 21.10 19.26 17.83 116.68 115.73 14.921 14.22 13.62113.08 12.61 112.18 11.79 11.44 11.121 2" x 10" x 0.092 x 0.389 32.73 128.334 25.35 23.14 21.42 20.04 18.89 17.92 17.09 116.36115.72115.15 13.23 12.55 14.64 14.17F1 3.7 5 13.36 2x3 Tilt Beam w/1x2 OB 8.53 1 7.39 6.61 6.03 5.59 5.23 4.93 4.67 4.46 4 .27 4.10 3.95 3.82 3.69 3.58 3.48 1 2x4 Tilt Beam w/1x2 OB 10.52 9.11 8.15 7.44 6.89 6.44 6.08 5.76 5.50 5.26 1 5.05 4.87 4.71 4.56 14.42 4:30 Table applies to Exposure B and heights up to 30 feet. r)ceinn Winri Snaari (mnh) = 1.10 moh Beams Tributary Width 6.00 1 8.00 10.001 12.00114.00116.00118.00 1 20.00 1 22.00 124.00126.00128.00130.00 32.00 34.00 36.00 Self -Mating Beams (SMB) 12' x 2' x 0.044 x 0.044 Hollow 5.16 4.47 4.00 3.65 3.38 1 3.16 2.98 2.83 2.70 2.58 2.48 1 2.39 2.31 12.241 2.17 2.11 " x 2" x 0.045 x 0.045 Hollow 5.99 5.19 4.64 4.24 3.92 3.67 3.46 3.28 3.13 3.00 2.88 2.77 2.68 2.59 2.52 1 2.45 2" x 3" Hollow Tilt 6.36 5.51 4.93 4.50 4.16 3.90 3.67 3.48 3.32 3.183.6 2.94 075 2.85 2.75 2.67 2.60 2" x 4" Hollow Tilt 7.81 6.76 6.05 5.52 5.11 i 4.78 4.51 4.28 4.08 3.90-3 3.61 3.49 3.38 3.28 1 3.19 2" x 4" x 0.046 x 0.100 10.09 ' 8.73 i 7.81 7.13 6.60 6.18 1 5.82 5.52 1 5.27 5.04 1 4.85 4.67 4.51 14.37 4.24 F4.12 2" x 5" x 0.050 x 0.116 12.25 110.61 1 9.49 8.66 8.02 7.50 1 7.07 6.71 1 6.40 6.13 5.89 5.67 5.48 5.31 5.15 5.00 2" x 6" x 0.050 x 0.120 14.45 112.52 1 1 1.20 110.22 9.46 1 8.85 1 6.34 1 7.92 1 7.55 7.23 6.94 6.69 6.46 6.261 6.07 5.90 2" x 7' x 0.055 x 0.120 116.14113.98112.50 11.41 10.57 9.88 9.32 8.84 1 8.43 8.07 7.75 747 7.22 16.991 6.78 6.59 2" x 8" x 0.072 x 0.224 121.07 18.25 116.32 14.90 13.79 12.90 12.16 11.54 11.00 10.53 10.12 9.75 9.42 9.12 8.85 1 8.60 2" x 9" x 0.072 x 0.224 22.92 19.85 17.75 16.20 15.00 114.03 13.23 12.55 11.97 11.46 11.01 10.61 10.25 9.92 9.63 9.36 2" x 9" x 0.082 x 0.306 25.36 21.96 19.64 17.93 16.60 15.53 14.64 13.89 13.24 12.68 12.18 11.74 11.34 10.98 10.65 10.35 2" x 10" x 0.092 x 0.389 30.47 26.38 23.60 21.54 19.94 18.66 17.59 16.69 15.91 15.23 14.64 14.10 13.62 13.19 12.80 12.44 20 Tilt Beam w/1x2 OB7.94 6.88 6.15 5.62 5.20 4.86 4.59 4.35 4.15 3.97 3.82 3.68 3.55 3.44 3.34 3.24 2x4 Tilt Beam w/1x2 OB 9.80 8.48 7.59 6.93 6.41 6.00 5.66 5.37 5.12 4.90 4.71 4.53 1 4.38 4.24 1 4.12 4.00 C 2003 Ashlev Aluminum. LLC WARNIENG: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution page -1 0 3. SCREEN ROOM -. Aluminum Construction Design Guide - LRFD Table 3.9 Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type Enclosures (feet), Exposure B Note: For all sidewall columns, use roof span = 10 feet. I Column Height Table ft Post/Column Spacing (ft) Column Height Table (ft) 1 3 Wind Speed Region mph 100 110 120 130 140 1g0 Roof Span (ft) 10 30 50 10 30 150 10 30 50 10 30 50 10 30 50 10 30 50 2'x 2" x 0.044 x 0.044 Hollow 8.4 7.4 6.1 8.2 7.0 5.6 7.2 6.0 4.4 6.7 5.3 3.3 6.2 4.6 12.2 5.7 3.9 - 2" x 3" z 0.045 x 0.045 Hollow 11.3110.8 10.2 11.0 10.4 9.8 9.8 9.2 8.5 9.1 8.4 7.7 8.5 7.8 T6.9 7.9 1 7.1 6.1 2" x 4" x 0.050 x 0.050 Hollow 114.3113.9113.5113.9113.5 14.8114.1 113.4 114.4113.71 12.91 12.9;12.1 111.3 13.1 12.5112.0 11.6 11.6111.1 1 10.6 10.8110.31 9.8 110.11 9.5 1 8.9 2" x 5" x 0.052 x 0,062 Hollow 119.3118.81 18.2 18.8118.2117.7116.8116.2115.6115.6115.01 14.3114.6114.0113.3 13.6112.9112.11 2"x4"x0.046x0.100SMB 17.2116.8116.4 16.7116.3 15.9 15.0114.6114.1 13.9113.5113.0113.1112.6112.0 12.1111.6111.01 2" x 5" x 0.050 x 0.116 SMB 12M120.6120.2 120.4120.0119.7118.3117.9117.5117.0116.6 1 16.2 1 15.91 15.51 15.1 14.81 14.4113.9 2" x 6" x 0.050 x 0.120 SMB `24.9124.6124.3 24.3123.9123.6121.8121.4121.1 120.3119.91 19.5119.0118.6118.2117.7117.3116.8 2"x6"x0.050x0.120SMB 2" x 7" x 0.055 x 0.120 SMB 127.3127.0126.8 26.6126.3126.0 23.9123.6123.3 22.2121.9121.6120.9120.5120.1 119.5119.1 118.61 2" x 8" x 0.072 x 0.224 SMB 135.7135.4135.2134.8134.5134.3 31.2131.0130.7129.1 126.7125.5125,1124. 8 Z 2003 • Ashley Aluminum. LLC - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution PAf7.P_ -1 S Column Height Table (ft) 1 PasUColumn Spacing Id 4 Wind Soeed Recion (mod 100 1 110 ( 120 1 130 1 140 ( ISO Roof Span (ft)] 10 1 30 1 50 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 2" x 2' x 0.044 x 0.044 Hollow 7.1 1 5.9 14.2 1 6.9 1 5.5 1 3.6 6.1 1 4.5 1 2.0 5.6 1 3.8 1 - 1 5.2 1 3.2 1 - 4.7 1 2.2 2" x 3" x 0.045 x 0.045 Hollow 9.7 1 9.1 18.4 1 9.5 1 8.7 1 8.0 8.4 1 7.7 1 6.8 1 7.8 j 7.0 1 6.0 1 7.3 1 6.4 1 5.3 1 6.7 5.7 1 4.51 2" x 4" x 0.050 x 0.050 Hollow 1 12.3111.9111.4 112.0111.5111.0 10.7110.21 9.7 10.01 9.4 1 8.8 9.3 1 8.7 1 8.1 8.7 1 8A 2_` 7.3J 2" x 5" x 0.062 x 0.062 Hollow 1 16.616.01 15.4116.2115.5114.9114.5113.8 113.1 113.4112.71 11.9112.6111.8110.9 11.7 10.81 9.9 2" x 4" x 0.046 x 0. 100 SMB 1 14.8 114.4 i 13.9 14.4113.9113.5112.9112.4111.9112.0111.4110.9 111.2110.6110.0 10.41 9.819.1 2"x5"x0.050x0.116SMB 1 18.0 117.7 117.3 117.617.2116.815.8115.3114.9 14.7114.2113.7113.7113.2112.7 12.812.2111.6 2" x 6" x 0.050 x 0.120 SMB 121.5 121.2'20.8 121.0120.6 120.2118.8 j 18.4 j 18.01 17.5117.1 1 16.6116.4115.9115.3 15.31 14.8114.2 2" x 7" x 0.055 x 0.120 SMB 123.6 i 23.3123.0 123.0 122.7 i 22.3 120.7120.3 119.9 1 19.2118.81 18.4118.0117.6117.2116.8116.3115.81 2" x 8" x 0.072 x 0.224 SMB 130.8 130.6130.3 130.1129.8 129.5 127.0 126.71126.4125.1' 24.8 124.5 123.6123.2122.9122.0121.6!21.2 Z 2003 • Ashley Aluminum. LLC - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution PAf7.P_ -1 S Column Height Table (ft) -- PosUCoiumn Soacin (ft 5 I Wind SDeed Region (moh). 10C ! 110 I 120 1 130 1 140 1 150 Roof Span (ft 10 i 30 ; 50 1 10 1 30 50 1 10 30 •50 i ^ 50 1 10 30 50 1 10 1 30 1 50 2"x7"x0.044x0.044Hollow 6.3 1 4.7 ! 2.4 1 6.01 4.4 ' 1.3 5.3 1 3.4 I - 4.8 2.6' - 1 4.4 I 1.7 , - 4.0 i 2" x 3" x 0.045 x 0.045 Hollow 8.6 1 7.9 j 7.0 1 8.4 1 7.6 1 6.7 7.56T71 5.6 6.9 5.9 1 4.8 1 6.4 ; 5.4 ' 41 5.9 4.7 1 3.1 2" x 4" x 0.050 x 0.050 Hollow 11.0110.51 9.9 t 0.7 10.1 1 9.6 9.5 1 9.0 ! 8.4 1 8.8 8.2 1 7.6 1 8.3 ! 7.6 j 6.9 7.7 1 6.9 1 6.1 2" x 5" x 0.062 x 0.062 Hollow 14.8114.1 113.4 114.4113.71 12.91 12.9;12.1 111.3 11.9111.1 1 10.21 11.2110.31 9.3 10.41 9.4 1 8.2 2" x 4" x 0.046 x 0. 100 SMS 13.2112.7112.2 12.8112.3111.8 11.5 110.9110.3 10.7110.01 9.4 1 10.01 9.31 8.6 9.31 8.517.7 2" x 5" x 0.050 x 0. 116 SMB 16.1115.715.2 15.7115.2114.8 14.1113.613.113.1112.5112.0 12.2111.7111.1 11.4110.7110.1 2"x6"x0.050x0.120SMB 19.2118.8118.4 18.7118.3117.9 16.8116.3'l 5.9 15.6115.1114.6 14.6114.1113.5 13.6113.0 12.4 2" x 7" x 0.055 x 0.120 SMB 21.1 120.7120.4 20.6 20.2 119.8,18,4! 18.0 1 17.6 17.1 16.7 16.2 116.11 15.61 15.1 15.01 14.4 113.9 2" x 8" x 0.072 x 0.224 SMB 1 27.6127.3127.0 126.9126.6126.2 24.1 123.8123.4 22.4122.1 21.7121.1 120.7120.3 19.61 19.2118.8 Z 2003 • Ashley Aluminum. LLC - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution PAf7.P_ -1 S 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD Table 3.9 ' Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type Enclosures (feet), Exposure B- ote: ror au slalawaii Columns, use louts aii = I u i=L. Column Height Table (ft) Post/Column Spacing (ft Post/Column Soacinq (fti 8 7 Column Height Table (ft) Wind Speed Region (mon 100 Post/Column Spacing ft. 10 1 30 1 50 1 10 30 1 50 10 1 30 1` 50 1 10 30 1 50 6 _.-- -150 -- - 10 1 30 1 50 2" x 2" x 0.044 x 0.044 Hollow 5.1 1 3.0 1 Wind Speed Region (mph) 100 110 120 �' 130 140 150 Roof Span (ft) 10 130 50 10 1 30 150 10 30 50 10 30 50 10 30 50 10 30 50 2' x 2' x 0.044 x 0.044 Hollow 5.6 3.8 5.4 3.4 1 4.7 2.3 - 4.2 1.2 3.9 - - 3.4 2" x 3" x 0.045 x 0.045 Hollow 7.8 7.0 6.0 7.6 1 6.7 5.6 6.7 1 5.8 1 4.6 6.2 5.1 3.7 5.8 4.6 1 2.9 5.3 3.9 1.7 2" x 4" x 0.050 x 0.050 Hollow 10.0 9.4 1 8.8 9.7 1 9.1 1 8.5 8.7 1 8.0 7.3 8.0 1 7.3 6.6 7.5 6.8 5.9 6.9 1 6.1 1 5.1 2" x 5" x 0.062 x 0.C62 Hollow 13.4112.7111.9 13.1 112.31 11.4 11.71 10.81 9.9 10.81 9.9 1 8.9 10.11 9.1 1 8.0 9.4 8.2 1 6.9 2" x 4" x 0.046 x 0.100 SMB 'i 12.01 11.4110.9 11.7111.1 1 10.5 10.41 9.81' 9.1 9.7 1 9.0 1 8.2 9.1 1 8.3 7.5 8.4 7.6 16.6 2" x 51, x 0.050 x 0. 116 SMB 14.7 14.2113.7114.3il3.8113.3 12.8112.3111.7 11.9 11.3i 10.7 11.1 10.51 9.8 110.31 9.6 18.9 2"x3"x0.050x0.120SMS 17.5117.1116.6 17.0116.6116.1115.3114.8114.3 14.2 13.7113.1 13.3112.7112.1 1 12.4111.7111.1 2"x7"x0.0-5 x0.120 SMS 119.2;18.8118.4 18.7118.3117.9 16.8116.3115.9 15.6115.1114.6 14.6 1 14.1113.6 113.6113.0112 4 2" x 8" x 0.072 x 0.224 SMB 25.1 124.8124.5 24.5124.2 1 23.8 25.1124-8124.5 124.5 124.2123.8 22.0121.6121.2 20.5120.1 119.6 122.0121.6121.2 120.5120.1119.6 19.2118.8118.3 117.9117.4116.9 19.2118.81 18.3 17.91 17.4116.9 C 2003 • Ashley Aluminum. LLC - WARN04G. Unlicensed photocopying violates U.S. copyright taws and will subject the violator to legal prosecution T--- 7 1 L Column Height Table (ft) Post/Column Spacing (ft Post/Column Soacinq (fti 8 7 ( Wind Speed Region (mon 100 ------------ - `lVlnd Speed Re ion Imoh Roof Span (ftJ 10 1 30 1 50 1 10 30 1 50 10 1 30 1` 50 1 10 30 1 50 _140 - 10 1 30 1 50 _.-- -150 -- - 10 1 30 1 50 2" x 2" x 0.044 x 0.044 Hollow 5.1 1 3.0 1 4.9 1 2.5 1 4.2 j 1.1 1 - 3.8 1 1 1 3.4 I - 3.0 2" x 3" x 0.045 x 0.045 Hollow 7.2 6.21 5.2 16.9 1 5.9 1 4.7 6.2 1 5.1 1 3.7 5.7 4.5 1 2.7 5.3 1 3.9 1.7 4.8 1 3.21 2" x 4" x 0.050 x 0.050 Hollow 9.2 1 8.6 9.5 8.9 8.3 19.2 8.0 1 7.3 1 8.3 7.4 6.6 7.7 6.9 1 6.1 7.3 6.4 1 5.41 6.8 2" x 5" x 0.062 x 0.062 Hollow 12.4111.61 12.8 12.1 111.2112.5 10.8 9.8 111.2 10.01 8.9 1 10.4 9.3 8.2 9.8 8.6 1 7.4 1 9.1 2"x4"x0.046 x0.100- 1T1 -F10 -.T59.8 110.8110.119.4 9.618.91 8.2 8.918.21 7.3 8.317.516.6 7.716.815.8 2" x 5" x 0.050 x 0. 116 SMS 113.5113.0112.5 13.2;12.6112.1 11.8111.2110.6 10.9110.31 9.6 10.2 J 9.61 8.8 1 9.518.717.9 2"x6"x0.050 x0.120 SMB 16.2115.7115.2 15.7115.2114.7 14.1113.6113.0 13.1112.5 11.9 112.3 11.6111.0 11.4110.7110.0 2" x 7" x 0.055 x 0. 120 SMS 117.3 117.3i 16.9 17.3116.8116.4 115.5 115.0 114.5 14.4113.9113.3 113.5112.9112.3 12.6111.9111.3 2" x 8" x 0.072 x 0.224 SMB 23.2122.9122.5122.7 i 22.3121.9120.3119.91 19.5 18.9118.5 i 18.0117.7117.3 116.8 116.5 116.0115.5 C 2003 • Ashley Aluminum. LLC - WARN04G. Unlicensed photocopying violates U.S. copyright taws and will subject the violator to legal prosecution T--- 7 1 L Column Height Table (ft) Post/Column Spacing (ft 8 Wind Speed Region (mon 100 1 110 1 120 1 130 140 1 150 Roof Span (ft) 10 1 30 1 50 10 16 30 1 50 110 30 1 50 10 1 30 1 50 10 1 30 50 10 1 30 1 50 2'x2'x0.044x0.044Hollow 4.61 2.21 - 14.4 1 1.5 1 - 3.8 - 1 - 3.4 - 1 - 3.0 1 I - 2.6 1 2" x 3" x 0.045 x 0.045 Hollow 6.6 i 5.6 1 4.4 6.4 ! 5.3 14.0 5.7 14.5 1 2.8 5.2 3.9 1 1.6 4.8 1 3.3 1 - 4.4 1 2.6 1 - 2" x 4" x O.C50 x 0.050 Hollow 8.5 1 7.9 1 7.2 8.3 1 7.6 1 6.9 7.4 i 6.7 5.8 6.9 6.0 5.1 6.4 1 5.5 1 4.4 5.9 1 4.9 13.6 2" x 5" x 0.C62 x O.C62 Hollow 1 1.5 i 10.71 9.7 11.21 10.31 9.3 10.01 9.0 1 7.9 9.3 8.1 1 6.9 8.6 1 7.4 6.0 8.0 1 6.6 14.9 2"x4"x0.Ca6x0.100SMB 10.31 9.71 9.0 10.01 9.318.6 9.01 8.21 7.4 8.317.516.6 7.716.9 5.8 7.2 6.2 5.0 2"x5"x0.050x0. 116 SMB 12.6112.1111.5 12.3111.7111.1 11.0110.4 9.7 10.21 9.5 1 8.8 9.5 1 8.8 1 8.0 8.8 1 8.0 17.1 2"x6"x0.O50x0.120SMB 15.1114.6114.1 14.7114.1113.6 13.2 112.6 112.0 12.2111.6 110.9 111.4110.8110.0 10.619.919.1 16.6116.1115.6 16.2!15.7115.2 14.5 114.0 113.4 13.4112.9112.3 12.6112.0 11.3 11.7111.0110.3 2"x7 x0.O55x0.120SM6 21.7121.3 121.0 21.2120.8120.4 19.01 18.61 18.1 17.71 17.21 16.7 16.6116.1 1 15.5 15.4114.9 14.3 2" x 8" x 0.072 x 0.224 SMB C 2003 • Ashley Aluminum. LLC - WARN04G. Unlicensed photocopying violates U.S. copyright taws and will subject the violator to legal prosecution T--- 7 1 L 3. SCREEN ROOM -.Aluminum Construction Design Guide - LRFD Table 3.11 Maximum Spans for Screen Wall Girts or K -Bracing (feet), Exposure B FBC Table 2002.4 Load Case A L/W=2 (worst case) Design wind speed up to 130 mph with wind load of 25.6 psf. Maximum spacint I of girts = 7 feet o.c. lE 2" x 2" x 0.044" 7.89 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 FBC Table 2002.4 Load Case A L/W=2 (worst case) Cesian 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"1 6.88 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 FBC Table 2002.4 Load Case A LIEN=2 (worst case) Cesian wind speed up to 130 mph with wind load of 25.6 psf. ;Maximum vertical soac:nq or girts = 10 feet o.c. 2" x 2" x 0.044" 6.60 feet r 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 FBC Table 2002.4 Load Case A UW=2 (worst case) Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum vertical saacing of girts = 10 feet o.c. 2" x 2" x 0.044" 5.76 feet 2" :t 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 Z 2003 - Ashley Aluminum. LLC w.kRVPG: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution _ D� Z._71 2. SCREEN ENCLOSURES Aluminum Construction Design Guide - LRFD _ BEAM STITCHING SCREW ® 24" O.C. (TYP. TOP AND BOTTOM OF SMO) ,SEE TABLE 2.16 FOR FASTENER SIZE 1 " x 1 " x X6" BY 2" LONG ANGLE, ESCH, SIDE (TYP.) OR EQUIVALENT "U" RECEIVING CHANNEL (4) J18 x %2,. SEACH LEG (TYP.) ROOF BEAM SEE TABLE 2.1, 2.4, OR 2.5 2" x 2" PURLIN (10'-0" MAX. PURLIN SPACING ) ;MIN. (2) — -`10 x 1 " LONG S.M.S. INTO SCRE'N BOSSES (TYP. ALTERNATIVE) -- , iL ;._%,_r. A"ilZLiv T{) -LA CONNECTION 1 " x 1 " x Yi s" BY 2" LONG ANGLE, EACH SIDE (TYP-) OR EQUIVALENT "U" RECEIVING CHANNEL (a) #g x } " S.M.S., 2 SCREWS EACH LEG (TYP.) 2" x 2" GIRT (in'—O" MAX.GIRT/CHAIR RAIL SPACING) I, (2) — #10 x 1" LONG Q.M.S. INTO SCRE`N BOSSES (TYP. ALTERNATIVE) S.M.B. COLUMN OR HOLLOW POST DETAIL 8: TYP. GIRT TO POST CONNECTION ---_ _ oer--c 1_Inl 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD " MIN. C—C SPACING (TYP.) -%" MIN. (TYP. OLUMN/POST (SEE TABLE 3.9 & 3.10) 18" THICK ANGLE EACH SIDE SEE TABLE 3.16 — 3.17 FOR MIN. SCREWS REQUIRED ?�" 0 (MAX.) CONCRETE ANCHOR. 2%" MIN. EMBEDMENT (TYP.) NOTE: IF PAVERS ARE PRESENT, MAINTAIN CONCRETE EMBEDMENT SHOWN. PAVER DEPTH SHALL NOT 9E CONSIDERED AS PART OF EMBEDMENT. DETAIL Fl: COLUMN TO FOUDNDATION (SEE TABLE 3.20 & 3.21) NOTES: 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 CISTANCE AND C -C SPACING (TYP.) SEE TA81 S.M.B. COLUMN OR HOLLOW POST 3.16 OR 3.17 FOR MIN. SIZE AND J" ANGLE, EACH SIDE (NP.) QUANITY OF SCREWS REQUIRED OR EQUIVALENT "U" RECEIVING CHANNEL 0 CONCRETE ANCHOR (TYP.) x 2" 08 SOLE PLATE a • , Y4" m x 2Y4" CONCRETE SCREW MIN. (2)-1C x 1" ANCHOR a 24" O.C. (T"P.) LONG S.M.S. INTO SCREW BOSSES (''P.) ^� IF 1x2 0.8. iS CONTINUOUS, PROVIDE (4) S.M.S. INTO COLUMN/POST SCREW BOSSES S.M.B. COLUMN OR HOLLOW POST SECTION A -A , . �I EDGE OF SECTION B -B x 2" 08 SOLE PLATE I 3. SCREEN ROOM = Aluminum Construction Design Guide - LRFD ,-------COLUMN/POST (SEE TABLE 3.20 & 3.21) 1 I 80SS UPRIGHT T HT (YP. EACH END) FROM A CL � Y4" 0 CONCRETE SCREW ANCHOR, 1Y4" MIN. EMBEDMENT (TYP.) MIN (TYp) NOTE: IF PAVERS ARE PRESENT, MAINTAIN CONCRE-E EMBEDMENT SHOWN. PAVER DEPTH SHALL NOT BE A � CONSIDERED AS PART OF EMBEDMENT. DETAIL F3: %'1511DE' ALL COLUMN TO FOUDNDA730N (SEE TABLE 3.21) NOTES: 1. Y4" 0 CONCRETE SCRC,,N .ANCHORS SHALL HAVE MINIMUM -. -. - -_- --..ULTIMATE_ TENSION_ CAPACITY. OF. 800 -LBS. AND MINIMUM -.-..__ _ _._ ...._- ULTIMATE SHEAR CAPACITY OF 1050 LBS. S.M.9. COLUMN OR HOLLOW POST y4" 0 CONCRETE SCREW ANCHOR e g W/ 1Y4" MIN. EMBEDMENT (TYP.) x 2" 08 SOLE PLATE r" a • Y4" x 2Y4" CONCRETE SCREW MIN. (2)-#10 x 1" ANCHOR 9 24" O.C. (TYP.) LONG S.M.S. INTO SCREW BOSSES (TYR.) F 1x2 O.B. iS CONTINUOUS, PROVIDE (4) S.M.S. INTO COLUMN/POST SCREW BOSSES S.M.E. CCLU?SIN OR' -'01 -LOW POST i SECTION A (7(P.) . r EDGE OF SECTION 8-8 x 2" 08 SOLE PLATE 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD Table 3.19 Connection Detail # for Column to Foundation and Roof Beam to Host Structure Wail (Combined Stresses from Uplift and Lateral Loads) All Roofs / Exposure B / Mean Roof Height 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 17.00 8.00 9.00 100 F1 100 F1 F1 F1 F1 171 F1 F1 F2 110 F1 F1 F1 F1 F1 F1 F1 F2 120 F1 F1 F1 F1 F1 F1 F2 F2 130 F1 F1 F1 F1 F1 F2 F2 F2 ' 140 F1 F1 F1 F1 F2 F2 F2 F2 150 F1 F1 F1 F2 F2 F2 F2 F2 All Rccfs / Exposure 9 / Mean Roof Height Greater Than 15 Feet and uo to 30 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 1 8.00 9.00 100 F1 100 I F1 F1 F1 F2 F2 ( F2 F2 NA I 110 F1 F1 F2 F2 F2 F2 NA NA 120 F1 I F2 F2 F2 F2 NA NA NA .1301- F2 _ F2 F2 _F2 ... _ NA _ NA NA - - NA - 140 F2 F2 F2 NA NA NA NA NA 150 F2 F2 NA NA NA NA NA NA All Roofs / Exposure C / Mean Roof Height Up to 15 Feet Wind Speed 3.00 4.00 Distance from Beam to Beam 8.00 9.00 3.00 14.00 5.00 5.00 6.50 ( 7.00 8.00 19.00 100 F1 100 F1 F1 F1 F1 F1 F1 F2 F2 110 F1 F1 1 F1 F1 F1 F2 F2 F2 120 FIT F1 F1 F1 F2 F2 F2 I F2 130 F1 F1 F1 F2 F2 F2 " F2 I NA 140 F1 F1 F22 NA F2 F2 NA NA 150 F1 F2 F2+�K I NA F2 NA NA NA All Roofs / Exposure C / Mean Roof Height Greater Than 15 Feet and uo to 30 Fee* Wind Speed 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 7.00 8.00 9.00 100 F1 F1 F1 172 F2 F2 NA NA 110 F1 F1 F2 F2 F2 NA NA NA 120 F1 F2 F2 F2 NA NA NA NA 130 F2 F2 F2 NA NA NA NA NA 140 F2 F2 NA NA NA NA NA NA 150 F2 NA NA NA NA I NA NA NA Z 2003 - Ashley Aluminum, LLC - WARNING: Unlicensed photocopying violates L.S. copyright laws and will subject the violator to legal prosecution Page 3-35 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD Table 3.20 Connection Detail # for Secondary Column to Foundation (Side Wall) All Roofs / Exposure B / Mean Roof Height Up to 15 Feet Wind Speed 3.00 4.00 Distance from Beam to Beam 8.00 ` 1 9.00 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 j 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 I F1 F1 F1 F1 F1 150 ! F3 I F3 i F3 I F1 F1 F1 I F1 I F1 All Roofs r Expcsure B / Mean Roof Height Greater Than 15 Feet and uo to 30 Feet Windi Speed , - 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 7.00 8.00 ` 1 9.00 3.00 4.00 75.00 6.00 6.50 7.00 8.00 9.00 j 100 F3 F3. F3 F1 F1 I F1 F1 F1 110 i F3 F3 F3 F1 1 F1 F1 F1 F1 120 F3 F3 F1 F1 F 1 F1 F1 F2 130 r' F i F' r "1 �' ; { r1 I F1 _ F2 _ ..140 __ __F3 _ _ _ _F1- -I _F1 F1-- F1 ._� _ F1 . _.-F2 ) F2 150 F1 F1 I F1 F1 F2 F2 F2 F2 All Roofs / Exposure C / Mean Roof Height Up to 15 Feet Wind Sneed Distance from Beam to Beam 3.00 4.00 75.00 6.00 6.50 7.00 8.00 9.00 100 F3 F3 F3 F3 F3 F3 F3 I F1 110 F3 F3 F3 F3 F3 I F3F1 F2 F1 120 F3 F3 F3 F3 F1 F1 F1 F1 130 F3 F3 F3 F1 F1 I F1 F1 F1 140 F3 F3 F3 F1 F1 F1 F1-- F1 150 F3 =3 F1 F1 F1 F1 F1 F1 All Rcofs / Exposure C / Mean Roof Height Greater Than 15 Feet and uo to 30 Feet Wind Sneed Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 7.00 8.00 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 I F1 F2 F2 F2 F2 NA NA C 2003 Ashler Aluminum. LLC WAR`TVG. 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