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HomeMy WebLinkAbout639 San Lanta Cirlaw tole 40 CITY OF SANFORD PERMTI' APPLICATIO RECEIVE Permit # : v ''I 4D // -- �t qq Date: 1113,01,04 JAN 2 4 2007 Job Address: 39 m /)-A G/ 6ll�_ r , >,t l�"/ t/ 2917'7/ Description of Work: XA1 / �1!/1/40M /016011W7le Total Square Foota e // Historic District: Zoning: Value of Work: $ a. 0t Permit Type: Building i' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy Calc. 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 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Bonding Company: Address: Mortgage Lender: 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 of the 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. is verification that II will notify the owner of the In of Owner/Agent Date re, L I4t,.& o ►J t i of Owner/Agent is T Personally Known to Me or -*'Produced ID lire j,- r S 1—i c t n s` APPROVALS: ZONING: /UTIL: Special Conditions: Rev 03/2006 •• "•• , ROBERT M. BALDWIN : •S NOTARY PUBLIC - STATE OF FLORIDA t{ffi i COMMISSION # DD348021 EXPIRES 8/I8R008 BONDEDTHRU 1-888-NOTPLA Yt .6 cob Date FD: of the require nts of Florida Lien Law, FS 77113, Dr �Q Signature of Contractor/Agent Date�of�C�on�trac�tolr./Agent Date (( Print(XiontrKtor/AgenC&Wame Signature of Notary -State of Florida Date Contractor/Agent is ersoally Known tq Me or .—Produced ID :r-11/d/I1 r` V `[,CPi- S e- 2 � 7 I ENG: BLDG: 410� JOHN R. FAISON MY COMMISSION # DD 171717 EXPIRES: February 23, 2007 1.800 TARY FL Nalaly IMM M A Ir1A ©J Ver n1t Number Parcel Identification, :umber Prepare `�oMFORT ROOMS OF FLORIDA, INC. 647 Progress Way Sanford, FL 32771 Return to: 407 / 302-4091 W ­MW NP -t, CLERK OF CIRCUIT WJRT SENINULE CCW" BK 06564 PR iA+3 h 41pg3 CLERWI S # `tt'l0701 1498 RMIRM 01/R;M/I? 7 Ii11?7.36 IN RMIRDIN6 ESS I&QV RECiMtDPD BY L *Kinley -CERTIFIED COPY NO'T'ICE OF COMMENCEMENT _—__ _WL4-RYANNE MORSE t'E�Ep K OF IRCUiT COt;RT State of Ror�� a SOLE C UNT FLORIDA County of 5;�•� I� gY The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accord e" ; CLERK with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) JAN 2 3 2V7 639 S" L.�-r T* Ci rcU �II�JI SA -N FI_M2b , 7= c- 2. General description of improvement(s) G', CA -95 Roam 2 _�t / (I., I k� B 3. Owner information Name /kssue_ avotseY1 Telephone Number ¢O'/1 5Soz, Address 1039 SAS 44-^/M6MLt Fax Number S&nlFcae-a AFL 32'-)7 / interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name/ Telephone Number Address N !A Fax Number 5. Contractor Name 0cY1,l,FpRTeooW dF FL-, 10 4 Telephone Number 40 I3D2—Q4S 1 Address &LL-) PiroSrcf s L-)O� Fax Number V?1 U2-¢043 S&NFUZZ jr-L- 6. Surety (if any) Name Telephone Number Address /J JCI Fax Number - Amount of bond $ 7. Lender (if any) Name��� Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(l)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. in addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year fi-om the date of recording unless a different date is specified): Date Signed ignature of Owner [Note: per §713.13(1)(g), `owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this r�. 2 C% `' day ofi?L.�rr�ne_a :_ , 20 0 (, by who is personally known to me OR as identification. ROBERT M. BALDWIN Signatin'e Ti?-IT8t6ry (noGari al S NOTARY PUBLIC - STATE OF FLORIDA = COMMISSION # DD348021 .�.��.� EXPIRES 8/18/2008 BONDED THRU t888-NOTARYI below) Seminole County Property Appraiser Get Information by Parcel Nun" I VW D Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=31193150500000240&... 11/27/2006 157 I,# ❑AviD JOHNSON, CFA. ASA 1.5610 L7 .12 PROPERTY a '14 i55 1� 2 APPRAISERLU SEMINOLE COUNTY FL 1 I 1101 E. FIRST ST 15! W - SANFORD, FL 3=1-1468 13 407-665-7506 Itf 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-505-0000-0240 Number of Buildings: 1 Owner: HUDSON SHERMAN L & BESSIE L Depreciated Bldg Value: $91,214 Mailing Address: 639 SAN LANTA CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property Address: 639 SAN LANTA CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 3RD SEC Just/Market Value: $115,214 Tax District: S1-SANFORD Assessed Value (SOH): $53,775 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $28,775 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $1,786 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $536 WARRANTY DEED 03/1978 01160 1704 $22,000 Improved Yes Save Our Homes (SOH) Savings: $1,250 WARRANTY DEED 01/1975 01066 1635 $7,700 Vacant No 2006 Taxable Value: $27,209 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick-.. Frontage Depth Method Units Price Value LEG LOT 24 SAN LANTA 3RD SEC PB 13 PG LOT 0 0 1.000 24,000.00 $24,000 75 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1978 5 988 1,356 1,158 BRICK+WOOD $91,214 $103,652 FAMILY COMBO Appendage / Sgft OPEN PORCH FINISHED / 108 Appendage / Sgft ENCLOSED PORCH FINISHED / 170 Appendage / Sgft UTILITY FINISHED / 90 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=31193150500000240&... 11/27/2006 014 (T) (V) ZS'OTZ D3N SOOZ aad •lallno ue woaj ,g ueyl aaow Ilene ayl uo lulod ou yllM pue liede ,ZT leyl aaow ou paaeds slallno lealalaala Ilelsul '(3)ZS'0TZ D3N SOOZ aad aaeds pasolaua Mau ayT ulyllM pasolaua sl Iallno apeldaaaa aolaalxa 6ullslxa ayT A lallno apeldaaaa aolaalxa Mau a IleTsuI Lir CJMFORT ROOMS OF FLORIDA, INC. 647 Progress Way Sanford, FL 32771 407/302-4091 o z° c 0 ra v 020 CN:) N � a Y c O �'0cc V"v "� l% EEr�o L � > T l�V�d c: v$00 O "d fO O O �n v C 4. _O N -- L O (O fu O Q 7 E'd (0 = E O o= sc, 3 7 ANN >2Q>o ��3N 70 L QU rp � c N ._. > Uai r`o a: (0 LL l V) CD > Z / W (G)(Z)OL'OTZ al:)I:WV D3N s00Z 'coop Ilia ao aauealua Mau ay} le lallno 6ullu6ll ao!aalxa Mau a apinoid 'aaeds pasolaua Mau a ulyllM s! lallno 6ully6ll aolaalxa 6ullslxa ayl uagm Design Check List for Glass Rooms(page 1 of 2) . I. Design Statement These plans have been designed in accordance with the Aluminum Structures Design'Manual by hapter 20 and ASCE ` �- Lawrence E..Bennett and comply with the Florida Building Code, 2>PH 7-02, Table 6-2; Importance Factor 1.00; Exposure 'B' or'C' 120 MPH for 3 second wind gust velocity load; Partially Enclosedor Eric. se& windowdesign pressures can be found on page 3-70: a. 'B' exposure = PSF for Roofs & PSF for Walls . b: 'C' exposure = PSF for Roofs & PSF. for Walls Negative I.P.C. 0.18 for Enclosed _ or 0.55 for partially enclosed For'C' exposure design loads, multiply 'B' exposure loads by mean roof height multiplier. 2. Host Structure Adequacy Statement: I certify that I have inspected the host structure and it is in good repair and attachments made to the structure IL bi�BiT ROOMS OF FLORIDA INC u012,'40q - Phone: Contractor/ Authorized Rep.** Name (please print) Contractor/ Authorized Rep.""_ Signature Note, Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ........ .. ... B. Site plan or survey with enclosure location .................... .............. . C. Contractor's /Designers name, address, phone number, & signature on plans D.Notice of consumer rights attached and initialed by consumer .......... E.Proposed project layout drawing @ 1/8" or 1/10" scale with the follawing:.......... . . 1.- Plan view with host structure area of attachment, enclosure length, and projection from host structure. ,L ... ........... . .... ... ..... 2. Front and.side elevation views with all dimensions & heights :. . 6AA 3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072" x:0.224!') ............. ....... u ' 4;. Upright height, spacing, & size (i.e. 2" x 6'x 0.072" x0.224) ; :. ....::. — 5. Chair rail or girts size, length, & spacing (i.e. Z' x Z' x 0.044" x 5-0' @:6--o-, O.C.) .- 6. Knee braces length, location, & size (i.e. 2 x 3" x 0.045' for 2"x 8" x 0.072'x 0.224" s.m.b.)................................................ ......... — 4. Highlight details. from Aluminum. Structures Design Manual: Yes No. : A. Beam & purlin tables w/ sizes, thickness, spacing, & spans /lengths. Indicate Sectiom3 tables used: L t1 Beam allowable span conversions from -120 MPH wind zone, 'B'Exposure to MPH wind zone and/or'C' Exposure for load.width Look u 0 MPH table and apply the following formula: Span / Heig 120 MPH r Required Span @ MPH (b or d) x (b Ord x T (b or d) Wind.Zo.ne Multiplier' 1. Exposure Multiplier" B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 313:2:1, 3B.2.2,. or 31323) . .............. ...... ..: ...... ........I.. ...... ....... ' Upright or wall member allowable height/ span conversions NO 120 MP wind zone, 'B' Exposure to MPH wind zone;and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH . Required Span @ MPH (b or d) x (b or d) x(b or d) Wind Zone Multiplier" Exposure Multiplier" * Appropriate multiplier from page 34 , "* Must have attended Engineer's Continuing Edjucation Class with in 13� Ltl' �. General Notes and Specifications: 1. The following structures aredesigned to be :married_ to block and wood frame structures of adequate structural capacity. The contractor / homeowner shall verify that the host structure is in good condition and of sufficient strength to hold the >prop osed addition. ith 100 -1231 130 140 150 #8 #10 #12 #12' Cuvn ncrAiw kOtt i HrsLta WINDOW HEADER (SEE ' 36.1.1, 3B.1.2, 3B.1.3). TABLES�36:2.1, 36:2.2) .. MAXIMUM WIDTH.= MINIMUM SHEETING:. ONE EDGE BEAM SPAN SIDE D.040"ALUMINUM QR'1/2" i rnu pi v�ninnn GLASS & MODULAR ROOMS SECTIONIB,..' SOLID ROOF CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM: AS MIN. SHEET ONE SIDE W/ 0:040," ALUMINUM COIL FOR SCREEN ROOM OR BOTH SIDES W/ 0.024" COIL WIN:DOW.FRAMINGCAN ,'; FOR GLASS. ROOM ATTACH DIRECTLY TO HEADER USE STANDARD NAIL OR W/ #10 X'3/4"'TEK OR S.M.S. SCREW PATTERNS FOR 6" FROM EACH END AND.12 ANCHORING O.C. MAX TOP AND BOTTOM GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS Id ° e vd .a Q a ' d ' G , ° •, 1, ° GLASS ROOM. WALL SECTI�O� ., SCALE: 3" = 1'-0" LawrenceE. Bennett, P.E. FL # 16644` CIVIL.ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA; FL 32121 -, TELEPHONE: (386)767L4774 FAX: '(386) 767 © COPYRIGHT 2004 r-; - - - _... PAGE/ .. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFT,LAWRENOE E. BENNETP,E. WIND ZONE MAX: UPRIGHT SPACING 100 7'-0" 110 6'-7" 120 6'-3" 123 6'-1" 130 5'-8" 140 5'-1" 150 4'-11" SECTION 381GLASS &' MODULAR ROOMS, COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER ... CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG` ........................ SIDES '' HEADER ATTACHED TO POST 2" x 2" OR 2" 0" HOLLOW W/ MIN. (3).#10 x 1-4/2"'S.MS. A4 -L IN SCREW BOSSES'` GIRT AND KICK PLATE 2" x 2" 2" x 2", 2" x 3" OR 3" x 2" HOLLOW RAIL o HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN' SCREW BOSSES, 1 ° x 2" OPEN BACK BOTTOM POST ATTACHED TO BOTTOM RAIL W/ MIN. (3) #10 x 1-1/2"S.M S. IN SCREW BOSSES 1/4" x 2-1/4" MASONRY ANCHOR @.6" FROM EACH 4 0 POST AND 24" O.C. (MAX.) ' TYPICAL UPRIGHT DETAIL' SCALE: 3" "l'-01 Lawrence E. Bennett, P.E. FL # 16644®� �A V 19 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 > -LCIF "ANFO V.. TELEPHONE: (386) 767-4774 FAX: (386)767-6556 PAGE 31'14 © COPYRIGHT2004' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS,8, MODULAR ROOMS SECTION 3B ROOMS MAY HAVE GABLED ROOF BREAK: FORM OR EXTRUDED COMPOSITE PANEL ROOF HEADER (SEE TABLES) SEE DETAIL E.ORF SEE DETAIL G, H, I, OR J `--�- SEE DETAIL A COMPOS-ITE PANEL: WALL (OPTIONAL); SEE DETAIL B SEE DETAIL C, OF: D". ROOMS MAY HAVE WINDOWS !OR SOLID WALLS Y MOOULAR ROOM ��3r .SCALE: N.T.S., SAN ORD 10'T F Lawtence.E. Bennett, P.E. FL 6644 166441 CIVIL ENGINEER -DEVELOPMENT CONSULTANT' P.O. BOX 214368, SOUTH DAYTONA. FL 32121. <' TELEPHONE: (386) 767.4774 FAX; (386) 767-6556 .' © COPYRIGHT 2004 PAGE p NOT TO BE REPRODUCED INWHOLEOR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E: GLASS.& MODULAR ROOMS c�ri-in�iQ GLASS & MODULAR ROOMS. SECTION 313 Table 3B.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions Glass & Modular Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #ISF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span U/ (bending 'b' or deflection 'd') Width (ft.) 1 8& 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 3'-11" d 4'-8" b 4'-6" b 1'-0" d 5 4'-2" d 5'-1" b 4'-11" b 1'-1" d 6 3'-9" d 4'-3" b 4'-1" b 0'-11" d 6 3'-11" d 4'-8" b 4'-6" b 1'-0" d 7 3'-6" b 3'-11" b 3'-10" b 0'-11" d 7 3'-9" d 4'-4" b 4'-2" b 0'-11" d 8 3'-3" b 3'-8" b 3'-7" b 0'-10" d 8 3'-7" d 4'4" b 3'-11" b 0'-11" d 9 3'-1" b 3'-6" b 3'-4" b 0'-10" d 9 3'-5" b 3'-9" b 3'-8" b 0'-10" d 10 2'-11" b 3'-3" b 3'-2" b 0'-10" d 10 3'-3" b 3'-7" b 3'-6" b 0'-10" d 11 2'-10" b 3'-2" b 3'-0" b 0'-9" d 11 3'-1" b 3'-5" b 3'-4" b 0'-10" d 12 2'-8" b 3'-0" b 2'-11" b 0'-9" d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V1 (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 4'-6" d 5'-6" d 5'-5" b 1'-2" d 5 5-0" d 6'-3" d 67" d 1'-3" d 6 4'-3" d 5'-1" b 4'-11" b 1'-1" d 6 4'-9" d 5'-10" d 5'-10" b 1'-2" d 7 3'-11" d 4'-9" b 4'-7" b 1'-0" d 7. 4'-6" d 5'-7" d 5'-5" b 1'-2" d 8 3'-10" d 4'-5" b 4'-3" b 0'-11" d 8 4'-4" d 5'-3" b 5'-1" b 1'-1" d 9 3'-8" d 4'-2" b 4'-0" b 0'-11" d 9 4'-2" d 4'-11" b 4'-9" b 1'-1" d 10 3'-6" b 3'-11" b 3'-10" b 0'-11" d 10 3'-11" d 4'-8" b 4'-6" b 1'-0" d 11 3'-4" b 3'-9" b 3'-8" b 0'-10" d 11 3'-10" d 4'-6" b 4'-4" b 0'-11" d 12 3'-3" b 3'-7" b 3'-6" b 0'-10" d 12 3'-9" d 4'-3" b 4'-2" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Max. Span 'L'/ (bending 'b' or deflection 'd') Width (ft.) 1 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & pan 2 Span 3 Span 4 SMax. Cantilever 5 5'-7" d 6'-3" b 6'-1" b 1'-5" d 5 7'-2" b 8'-0" b 7'-9" b 1'-10" d 6 5'-2" b 5'-9" b 5'-7" b 1'-4" d 6 6'-7" b T-4" b T-1" b 1'-9" d 7 4'-9" b 5'4" b 5'-2" b 1'-3" d 7 6'-1" b 6'-9" b 6'-7". b 1'-8" d 8 4'-5" b 4'-11" b 4'-10" b 1'-2" d 8 5'-8" b 6'-4" b 6'-2" b 1'-7" d 9 4'-2" b4'-8"" b 4'-6" b 1'-2" d 9 5'-4" b 5'-11" b 5'-9" b 1'-6" d 10 - 3'-11" b 4'-5 b 4'4" b 1'-1" d 10 5'-1" b 5'-8" b 5'-6" b 1'-5" d 11 3'-10" b 4'-3" b 4'-1" b 1'-1" d 11 4'-10" b 5'-5" b 5'-3" b 1'-5" d 12 3'-8" b 4'-1" b T-11" b V-1" d 12 4'-8" b 5'-2" b T -O" b< 1 '-4 d GLASS & MODULAR ROOMS SECTION 3B Table 38.1.2-120 Allowable Edge Beam Spans - Snap Sections Glass & Modular Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x0.044" Snap Extrusion 2" x 3" x 0.045" Snap Extrusion Load Max. Span 'L'/ (bending 'b' or deflection V) Load Max. Span V/ (bending 'b' or deflection'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 4'-5" d 5'-6" d 5'4" b 1'-2" d 5 6'-0" d T-1" b 6-10" b 1'-6" d 6 4'-2" d 5'-1" b 4'-11" b 1'-1" d 6 5'-8" d 6'-6" b 6'-3" b 1'-5" d 7 3'-11" d 4'-8" b 4'-6" b 1'-0" d 7 5'-4" d 6'-0" b 5'-10" b 1'-4" d 8 3'-10" d 4'-5" b 4'-3" b 0'-11" d 8 5'-0" b 5'-7" b 5'-5" b 1'-4" d 9 3'-8" d 4'-2" b 3'-11" b 0'-11" d 9 4`-9" b 5'-4" b 5'-1" b 1'-3" d 10- 3'-6" b 3'-11" b 3'-9" b 0'-11" d 10 4'-6" b 5-0" b 4'-10" b 1'-3" d 11 3'-4" b 3'-9" b 3'-7" b 0'-10" d 11 4'-3" b 4'-9" b 4'-8" b 1'-2" d 12 3'-2" b 3'-7" : b 3'-5" b 0'-10" d 12 4'-1" b 4'-7" b 4'-5" b 2" x 4" x 0.. 45" Snap Extrusion Load -- Max. Span 'L' / (bend'ing_'b' or deflection.'d') _ Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 T-7" d 8'-8" b 8'-5" b 1'-11" d 6 7'-1" b 7'-11" b T-8" b 1'-10" d 7 6'-7" b T-9" b 7'-1,. b 1'-9" d 8 6'-2" b 6'-10" b 6'-8" b 1'-8" d 9 5'-10" b 6'-6" b 6'-3" b 1'-7" d 10 5'-6" b 6'-2'' b 5'-11" b 1'-6" d 11 5'-3" b 5'-10" b 5'-8" b 1'-6" d 12 5'-0" b 5'-7" b 5'-5" b 1'-5" d GLASS & MODULAR ROOMS SECTION 313 4, 1ti Table 3B.1.3-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen Rooms Converted to or Typical Construction of Glass / Enclosed Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" wl Snap Cap Attached 1" x 2" x 0.044" to 2" x 2" x Existing Load Max. Span 'L' /(bending 'b' or deflection 'd') Load Max. Span V/ (bending 'b' or deflection V) Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 3 Max. Cantilever 1 & 2 Span Span 4 Span Cantilever 5 4'-11" d 5-9" b 5'-6" b 1'-3" d 5 5'-8" d 6'-7" b 6'-4" b 1'-5" d 6 4'-8" d 5'-3" b 5'-1" b 1'-2" d 6 5'-4" d 5'-11" b 5-10" b 1'-4" d 7 4'-4" b 4'-10" b 4'-8" b 1'-1" d 7 4'-11" b 5'-7" b 5'-4" b 1'-4" d 8 4'-1" b 4'-6" b 1 4'-5" b 1'-1" d 8 4'-8" b 5'-2" b 5'-0" b 1'-3" d 9 T-10" b 4'-3" b 4'-2" b 1'-0" d 9 4'-5" b 4'-11" b 4'-9" b 1'-2" d 10 T-8" b 4'-1" b T-11" b 0'-11" d 10 4'-2" b 4'-8" b 4'-6" b 1'-2" d 11 T-5" b T-10" b T-9" b 0'-11" d 11 3'-11" b 4'-5" b 4'-3" b 1'-1" d 12 T-4`' b T-8" b T-7" b 0'-11" d 12 T-10" b 4'-3" b 4'-1" 2" x 2" x 0.044" to 2" x 2" x Existing Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) & Max. 1 2 Span 3 Span 4 Span Cantilever 5 6'-11" b T-9" b T-6" b 1'-9" d 6 6'4" b T-1" b 6'-10". b 1'-8" d 7 5'-11" b 6'-7" b 6'-4" b 1'-7" d 8 5-6" b 6'-2" b 5'-11" b 1'-6" d 9 5'-2" b 5'-10" b 5'-7" b 1'-6" d 10 4'-11" b 5'-6" b 5'-4" b 1'-5" d 11 4'-81 b 5'-Y b 5'-1., b V-4" d 12 4'-6" b 5-0" b 4'-10" b 1'-4" d SECTION 3B GLASS & MODULAR ROOMS Table 3B.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans For Glass & Modular Rooms Aluminum Alloy 6063 T-6 For 3 second wind aust at 110 MPH velocitv: usina desian load of 18 #ISF Sections 3'-0" 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 6'-10" d 6'-6" d 6'-2" d 5-11" d 5'-8" b 5'-5" b 5'-2" b 5'-0" b 4'-10" b 4'-8" b 2" x 2" x0.055" Hollow 7'-3" d 6'-10" d 6'-7" d 6'-4" d 6'-1" d 5'-11" d 5'-8" b 5'-6" b 5'-3" b 5'-1" b 3" x 2" x 0.045" Hollow 7'-9" d 7'-4" d 7'-0" d 6'-9" d 6'-6" d 6'-4" d 6'-2" d 5'-11 ". d 5'-9" b 5'-7" b 3" x 2" x 0.070" Hollow 8'-8" d 8'-3" d 7'-11" d 7'-7" d 7'-4" d 7'-1" d 6'-11" d 6'-9" d 6'-7" d 6'-5" d 2" x 3" x 0.045" Hollow 9'-7" d 9'-1" d 8'-7" b 8'-1" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 6'-3" b 2" x 4" x 0.050" Hollow 12'-5" d 11'-9" b 11'-0" b 10'-4" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-0" b 2" x 5" x 0.050" S.M.B. 17'-2" d 16'-4" d 15'-7" d 15'-0" d 14'-3" b 13'-7" b 13'-0" b 12'-6" b 12'-1" b 11'-8" b 2" x 6" x 0.050" S.M.B. 20'-1" d '19'-1" d 18'-3" d 17'-5" b 16'-6" b 15'-9" b 15'-1" b 14'-6" b 13'-11" b 13'-6" b 2" x 2" x 0.044" Snap 7'-8" d 7'-4" d 6'-11" d 6'-9" d 6'-6" d 6'-3" d 6'-1" d 5'-11" d 5'-9" b 5'-7" b 2" x 3" x 0.045" Snap 10'-4" d 9'-10" d 9'-5" d 9'-1" d 8'-8" b 8'-4" b 7'-11" b 7'-8" b 7'4" b 7'-1" b 2" x 4" x 0.045" Snap 13'-1" d 12'-5" d 11'-11" d 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b For second wind aust at 120 MPH velocitv: usina desian load of 22 #/SF Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0"1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 6'-5" d 6'-1" d 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-8" b 4'-6" b 4'-4" b 4'-3" b 2" x 2" x 0.055" Hollow 6'-9" d 6'-5" d 6'-2" d 5'-11" d 5'-8" b 5'-4" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 3" x 2" x 0.045" Hollow 7'-3" d 6'-10" d 6'-7" d 6'-4" d 6'-1" d 5'-11" b 5'-8" b 5'-5" b 5'-3" b 5'-1" b 3" x 2" x 0.070" Hollow 8'-1" d 7'-9" d 7'-5" d 7'-1" d 6'-10" d 6'-8" d 6'-5" d 6'-3" d 6'-1" d 5'-11" d 2" x 3" x 0.045" Hollow 8'-11" d 8'-4" b 7'-9" b 7'-4" b 6-11" b 6'-8" b 6'-4" b 6'-1" b 5-11" b 5'-8" b 2" x 4" x 0.050" Hollow 11'-6" b 10'-8" b 1 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-1" b 7'-10" b 7'-6'' b 7'-3" b 2" x 5" x 0.050" S.M.B. 16'-1" d 15'-3" d 14'-5" b 13'-7" b 12'-11" b 12'-4" b 11'-9" b 11'-4" b 10'-11" b 10'-7" b 2" x 6" x 0.050" S.M.B. 1 18'-10" d 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12'-8" b 12'-2" b 2" x 2" x 0.044" Snap T-2" d 6'-10" d 6'-6" d 6'-3" d 6'-1" d 5'-10" b 5'-7" b 5'-5" b 5'-2" b 5'-0" b 2" x 3" x 0.045" Snap 9'-8" d 9'-3" d 8'-10" b 8'-4" b 7'-10" b 7'-6" b 7'-2" b 6'-11" b 6'-8" b 6'-5" b Tx 4" x 0.045" Snap 12'-3" d 11'-6" b 10'-9" b 10'-2" b 9'-8" b 9'-2" b 8'-9" b 8'-5" b 8'-2" b 7'-10" b GLASS & MODULAR ROOMS Jif,,.:�✓ 36.8 Anchor Schedule for Composite Panel Room,.C'omponents. SECTION 3B Connection Description 80 - 100 MPH : 110-130 MPH ' 140 - 150 MPH Receiving channel to roof #10 x (T'+1/2") SMS ° r, #10 x (T'+1/2") SMS #10'k (T'+1/2") SMS panel at front wall or at the 1 @ 6" from each side 1 @ 6" from each 1 @ ,6" from each receiving channel. of the panel and ' of the panel and of the panel and 0.024" or 0.030" metal 1 @ 12" O.C. 1 @ 8" O.C. 1 @16" O.C. 1/4" x 1-1/2" lag 1/4" x 1-1/2" lag 3/8" x1-1/2" lag Receiving channel to 1 @ 6" from each end of 2 @ 6" from each end of 2 @ 6" from each end of wood deck at front wall. receiving channel and receiving channel and receiving channel and #2 pine framing 1 @ 24" O.C. 2 @ 24" O.C. 2 @ 24" O.C. 1/4" x 1-1/2" Tapcon 1/4" x 1-1/2" Tapcon 3/8" x 1-1/2" Tapcon Reiceving channel to 1 @ 6" from each end of 1 @ 6" from each end of 2 @ 6" from each end of concrete deck at front wall. receiving.chan?el and receiving channel and receiving channel and 2,500 psi concrete 1 @ 32" O.C. 1 @ 24" O.C. 2 @ 24' O.C. Receiving channel to uprights, #8 x 3/4" SMS #10 x 3/4" SMS #14 x 3/4" SMS headers and other wall 1 @ 6" from each end 1 @ 4" from each end 1 @ 3" from each end connections. i of component and of component and of component and 0.024" metal 1 @ 36" O.C. 1 @ 24" O.C. 1 @ 24".O.C. 0.030" metal 1 @ 48" O.C. 1 @ 32" O.C. 1 @ 32"'O.C. 1/4" x 1-1/2? lag 1/4" x 1-1/2" lag 3/8" x 1-1/2" lag Receiving channel to existing 1 @ 6" from each end 1 @ 4" from each end 1 @ 3" from, each end wood beam, host structure, deck of component and of component and of component and or infill connections to wood 1 @ 30" O.'Cr 1 @ 18" O.C. 1 @ 21" O.C. Receiving channel to existing 1/4" x 1-3/4" Tapcon 1/4" x 1-1/2" Tapcon 3/8" x 1-1/2" Tapcon concrete beam, masonry wall, 1 @ 6" from each end 1 @ 4" from each end 1 @ 3" from each end slab, foundation, host structure, of component and of component and of component and or infill connected to concrete. 1 @ 48" O.C.', 1 @ 24" O.C. 1 @ 24" O.C. 1 @ 6" from each end, 1 @ 4" from each 1 @ 3" from each Roof Panel to top of wall of component end of component end of component & 1 @ 12" O.C. & 1 @ 8" O.C. & 1 @ 6" O.C. a. To wood #10 x "t" + 1-1/2" #10 x "t" + 1-1/2" #10 x "t" + 1-1/2" b. To 0.05" aluminum #10 x "t" + 1/2° #10 x "t" + 1/2" #10 x "t" + 1/2" SECTION 3B GLASS & MODULAR ROOMS Table 313.7.1 Allowable Spans for Metals USA, PRO -FAB Composite Panels for Various Loads: for 3" Modular Roof System Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam 3" x 48" x 0.024" Panels Upright Height for Various Load Conditions Wind Region 3" x 48" x 0.030" Panels Enclosed 3 span 4 span Overhang / Cantilever All Roofs Wind Region 1&2 span Enclosed 3 span 4 span Overhang l Cantilever All Roofs Wind Region 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 17'-5" 19'-5" 18'-9" 4'-0" 100 MPH 18'-3" 20'-5" 19'-9" 4'-0" 110 MPH 15'-1" 17'-11" 17'-5" 4'-0" 110 MPH 15'-10" 18'-11" 18'-3" 4'-0" . 120 MPH 13'-8" 15=4" 14'-10" 4'=0" 120 MPH 14'-5" 17'4" 15'-7" 4'-0" 123 MPH 13'4" 1 14'-11" 14'-5" 4'-0" 123 MPH 14'-1" 15'-8" 15-2" 4'-0" 130 MPH 12'-8" 14'-2" 13'-8" 4'-0" 130 MPH 13'4" 14'-10" 14'4" 4'-0" 140 MPH 11'-3" 13'-2" 12'-9" 4'-0" 140 MPH 12'-5" 13'-11" 13'-5" 4'-0" 150 MPH 10'-5" 12'4" 11'-3" 4'r0" 150 MPH 10'-11" 12'-11" 12'-6" 4'-0" traria n raaivantmP i_u t -ph core uensnv roam 3" x 48" x 26 ga. Grade D Galvalume Upright Height for Various Load Conditions Wind Region 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 20'-6" 22'-11" 22'-1" 4'-0" 110 MPH 18'-11" 21'-2" 20'-6" 4'-0" 120 MPH 17'-4" 19'-5" 18'-9" 4'-0" 123 MPH 15'-9" 18'-10" 18'-3" 4'-0" 130 MPH 14'-1.1" 17'-9" 16'-1" 4'-0" 140 MPH 13'-11" 15'-7" 15'-0" 4'-0" 150 MPH 12'-11" 14'-6" 13'-11"4'-0" Upright Height for Various Load Conditions Wind Condition (MPH). _ 100 110 120 130 140 A & B 150 Applied Load 15 # / Sq. Ft. 18 # / Sq. Ft. 22 # I Sq. Ft. 25 # I Sq. Ft. 29 # / Sq. Ft. 34 # I Sq. Ft. Per Linear Foot of Wall ' 3" x 48" x 0.024" Aluminum 3105 H-14 or H-25 Alloy Wall Panel 19'-1" 1 1T-5" 1 15'-9" 1 14'-9" 1 13'-8" 12'-8" 3" X 48" x 0.030" .Aluminum 3105 H-14 or H-25 Alloy Wall Panel 20'-0" 1 18'-3" 16'-6" 15-6" 14'-5" 13'-4" 3" x 48" x 26 ga. Grade D Steel Wail Panel 22'-5" 1 20'-6" 1 18'-6" 1 17'-4" 16'-1" 14'-11"