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HomeMy WebLinkAbout119 Krider Rd 04-601 additionr Permit # Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: Pertrtit Type: Building 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 Total Square Footage: Construction Type: - # of Stories: y C- # of Dwelling Units: Flood Zone: (FEMA form required for c wei uran x) Parcel #: ' I J (J j 6,U 00 —0 0 Att h f Owners Name & Address: Name & Address: Phone & Fax: J o Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address: DIM( ac Proo of Ownership & Legal Description) honed C ZState License Number: 7 Contact Person: -'" hone: — I Phone: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of the property of the requ9;Connyent] FloriLaw, FS 713. WO 163 A Sig azure of Owner/Agent Date Date jb44/V- / e Pnn Owner/Agent's N e print ntractor/Agent's me Signature of ry-State A rids rr g Rd Signature of N -State of rida Dateaaf'' My Commission DD1g0133 , Becky Rogers o,n Expires February 14, 2007 / My Commission DDIS0133 Owner/Agent is Personally own to Me or (/ WAPires February 14, 20071Contractor/Agent is _Personally KnoJitProduced [DC, _ _ produced I APPLICATION APPROVED BY: BI g: fl7 Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) I ' a POWER OF ATTORNEY DATE: P A/63 I hereby name and appoint of Affordable Screen Patio Inc. to be my lawful Attorney -In -Fact to act for me and apply to the48&n Buildin« De ~ Department for permit for work to be performed at a location described as: Parcel ID # SQ`L 7nh Lot Block Subdivision: V ©CU)f)101 8oL41 address of Job Owner of Property & address) and to sign my name and do all things necessary to this appointment Xd prin ame of Certifi d ontractor Signature of hied Contractor The foregoing instrument was acknowledaed before me thi by who -is personally known to e. who produced A)/14 as identification and who did not tape an oath State of Florida County of Orange Notary Signature Becky Rogers My Commission DD780133 o, V Expires February 14, 2D07 Seal) Date: /. 2 / ©-) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL n `! Back P_ ERIFM—' sk A0 11 O1F4AlotIt, ph'.94 No tarsi E7.. _12-7 t t 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-505-OD00- Tax District: S1-SANFORD0050 Number of Buildings: 1 Depreciated Bldg Value: $70,253 Owner: SANTO JpANNE Exemptions: HOMESTEAD Depreciated EXFT Value: $850 Address: PO BOX 951256 Land Value (Market): $17,500 City,State,ZipCode: LAKE MARY FL 32795 Land Value Ag: $0 Property Address: 119 KRIDER RD SANFORD 32773 Just/Market Value: $88,603 Subdivision Name: SANORA UNITS 1 + 2 REPLAT Assessed Value (SOH): $68,543 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $43,543 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 06/1989 02083 1950 $66,500 Improved 2003 Tax Bill Amount: $875 2003 Taxable Value: $41,937 WARRANTY DEED 01/1982 01373 0378 $57,000 Improved QUIT CLAIM DEED 02/1981 01321 0861 $100 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method g p Units Price Value LEG LOT 5 BLK D SANORA UNITS 1 + 2 REPEAT PB17PG11 LOT 0 0 1.000 17,500.00 $17,500 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1972 6 2,120 1,446 CONC BLOCK $70,253 $81,689 Appendage / Scift UTILITY FINISHED / 171 Appendage / Sgft OPEN PORCH FINISHED / 47 Appendage / Sgft GARAGE FINISHED / 456 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1980 250 $850 $2,125 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem ax purposes. if you recently purchased a homesteaded property your next ear's propeq tax will be based on Just/Market value. re_web.seminole_county_title?parcel=0720315050D000050&cpad=Krider&cpad_num= 119&cctr=&ctotal=&cfparcel=0720315,11/24/03 rt,rtrr,. v rtnr.v. vu:r NO 1 1(1" 01 ('ONINIVN('V'NIEN 1 Affordable Screen & Patio P.O. Box 520752 Longwood, FL 32752 407) 332-8106 A able 7oveeen & Patio P.O. Box 520752 Longwood, FL 32752 407) 332-8106 S(atc of Horida (;aunty of Sctninolc Pcrmit No. _ _ Tax folio No. (I'll)) The undersigned hereby Rives notice that improvement will be made to cerlain real property, and in accordance with ("Impter 713, Florida Statutes,' the falling information is provided in this Notice of Cornmenccmcnt. DFISCIUP•I•ION OF PROI'1?IUN (I.rgal description of the property and street address) R -P a t-7 Vic- GGNIAW, DESCRIPTION OIL IMPROVENII`;N•I' ONVNF,It INIF0101A7'10N N nre and address Interest in property (Fee Simple, Partnelship, etc..) NANIE ANU ADD It11;SS Q11 1j"E' SIN11'1,1; '1 1•I,I,h; 1101A) ;1t (IF OI 1FIt I IIAN OWNF-R) CONTIM,A•OIt Narnc and address orlza- tulu11mu mi®I1111 SURE fY (13011ding ('ompany) 11111111111111odsal" Name and address Amount of Bond 1, IT, N 1) IT It Name and address 1 f3Yt NNE M_CLEpK- CIRCUIT CART WINULE. C p133BI•t 05IS PG CLERK' S # 2003213432 PA RE RDINGiFEES16.Q0 p9:33:49 RE7 Persons within the State of Florida desigimted by Owner upon whore notice or other docomcnts may he served as provided by Section 713.13(1)(a)7., Florida Statutes: GINTIFIEO COPY Nance and address MARYANNE MORSE CLERK OF CIRCUIT COURT` SEMI .... OiSIDA Inaddition to himself, Owner desiy;natcs PIr rt or to receive a copy of lh.c L,icnor's Hotice as provided in Section 713(1)(b), 11mida Statutes. clrirntion mix or Nolicr of ('onnncncTnrcnt life expiration date is I year from date of recording, unless a different dale is specified.) r r eedry Rogers A 0 —44 0 My Commisslon DDIS0133)A o.nd Expires February 14, 2007 Sign, c crl (hvncr Sno r to anti still. ihed herorr if r this O N46 Day oft& Z L6 063 , N1• (•omrnissiort 1?ipirrs:-----6 -- Notary Pnhl / I Ile foregoing instillment was acknowlcdy.t•cl Below Ale this A clay of k60a/- r> 2.0 by tin b 3- t _....___'( -d" etc ofperstmacknowlcdl,cd ,who is perscntally L.ncnvn Irr the or who has plotluccd / I/'%'S (ypc of irlcntilicalicn; a. incnliticanirtn and who d did not talc an 0115 a 1't. l LEGAL DESCRIPTION: LOT 5, BLOCK I'll", REPLAT OF SANORA UNITS 1 & 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 17, PAGES 11 AND 12, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE "C", AREA OF MINIMAL FLOODING 1,S PER F.I.R.M. COMMUNITY PANEL NUMBER 120294 0010 B, CITY OF SANFORD, SEMINOLE COUNTY, FLORDIA. MAP DATED SEPTEMBER 17, 1980. ofttlLI_..,, ROOF OVEP IANGS AND FOOTERS HAVE NOT BEEN LOCATED. BEARINGS ARE BASED ON RECORD PLAT. 0= SET 4 x 4 C M. w 4189 REC. C.M. 0 = SET 3/8" REBAR/CAP # 4189 REC. PROP. CORNER SEE SKETCH FOR DESC.) wo PANY CERTIFIED T0: FIDELITYTRANSAMERICALTITLE UINSURANCE ARANTYMCOMPANY SEARS MORTGAGE REODA M. SKOWRONSKI & JOANNE SANTO 0= P.C.P. 119 KRIDER ROAD R : RADIAL NO IMPROVEMENTS OR UNDERGROUND UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN THE SURVEY SHOWN HEREON WAS SURVEYED BY THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT- i HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 21 HH -6, FLORIDA STATUES. CHARLES R. DE FO R c P. L.S. NO. 4189 DATE: - _ r LOT SURVEY DATE: -- -- -- FOUNDATION SURVEY DATE: ---- FINAL SURVEY DATE: 6 /28 /89 . - PREPARED FOR: REODA M. SKOWRONSKI & JOANNE SANTC PREPARED BY: CHARLES ' IROB it DE FOOR AND ASSOCIATES P.O. BOX 3182 APOPKA FLA DATE DRAWN: SCALE: 6 /28 / 69 1 111=30' PAGE I OF 3-6 A(, m < j SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS INTERIOR BEAfv1 TABLES: SCREEN & VINYL ROOMS: 3.1.3 SECTION 3 i GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 HOST STRUC T URE OR ENCLOSED) 3.3.4 I FOURTH WALL FRAP IE I PANS OR PANELS H ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEA%1 POST I TY P I C A L S.L.O P_E-D_.S-O.L.I.D.4R.0O F E N C L O S U R E'' 1 SCALE: N.T.S. t ALUMINUM 1 RCCF SYS T EiM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRA ti1E RIDGE BEA,t TABLES: SCREEN & VINYL ROOMS: \ USE BEAM TO VI/ALL EETAIL 3.1.4 GLASS GOMS: PARTIALLY E^JCLCScD) 3.2.4 it E:NC' CSED.3.3 cam,) 3.. . TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Ljwrence E. Bennett, P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS LW` FOR MAX. / H* / UPRIGHT / EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.1, 3.2.2 ENCLOSED) 3.3.1, 3.3.2. 3.3.3 HEIGHT (h) 1" x 2"' A- /t- MIN. 34/2" SLAB ON GRADE VARIES OR RAISED FOOTING e TYPICAL GLASS ROOM WITH SOLID ROOF ( FOR FOOTINGS SEE DETAILSPAGE3-23, 24, 25) TYPICAL FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' P/2' @ FASCIA ALLOWED SIZE BEANi AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) it w O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES N, VARIES cJ 0 Z U w P = PROJECTION FROM BLDG. LW = LOAD WIDTH e NOTES: ' P' VARIES 1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2: 1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 1: 140 150 8 i0 12 12 TYPICAL SCREEN -/-GLASS ROOM SCALE: 3/16`__: 1V-0" Lawrence E. Bennett, P.E. G VIL ENC;NEER - CEVELCPVEN r CONSUL TAN T P O SOX : 143E8. SOUTH DAYTONA, FL 32' 21 TELEPHCNE (386) '674774 FAX , 186) :67-6556 3-2 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION.- 2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END -OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 1 MIN. IDE WALL HEADER JTTACHED TO 1" x 2" OPEN IACK W/ MIN, (2) #10 x 1-1/2" I.M.S. IDE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW TOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE r.TYPICAL & ALTERNATE CORN -ER DETAIL- - SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. 10L EN;iNEE.R - OE'. ELUPtifENT CONSUL 'A,v f P O 5,`X 2 1.1368, SOUTH ^AYMNA, FL 32' -1. fELEPHCNE (380) FAA 3ydE ; tipd55ti 1'1') I:Il •I I r '(103 1 U `l,ll ., ., ''I'• '.V ., .`I ,. '.\r:. \ , .I. :\.. .':V `I \l\:.. .,'I .il .,.., SCREEN, ACRYLIC / VINYL, GLASS 8, MODULAR ROOMS COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ SECTION 3 1-1/4" FENDER WASHERS PER RISER PANELS ATTACHED PEFCHAPTER7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES I 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL I b POST ATTACHED TO BOTTOM V/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCRE'vV BUSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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 RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CEVEt O ME:N T CON U `ll,W r 0 i10.\ :i.1363. SOU TFt DAYTONA. F!_ 3.1 121 TFLFnH0NF 1386) 167 3-1 7 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' T-6" 1 4'-0" f 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 7' 6" Allowable Height 'H' I bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b T-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8711" b 8'-5" b T-11' b 7'-7" 'b T-3" b 6'-11" b RE b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3' b 10' 5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11' b 7'-8" b T-5" b T-2' b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" dl 11'-7" d 10'-11' b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10' b 8'-6" b 2"-x 3" x-0.045" 2" x 4" x 0.050" 2"-x-5" x"0.050" Hollow Hollow S.M.B. 12'-9" b 16'-3" b 23'-7" b 11'-9" bj 15'-l" b 21'-10" b 11'-0" b 14'-l" b 20'-5' b 10'-5" b 13'-3" b 19'-3" b-.18'-3_.-b 9'-10' b 12'-7" b 9'-5" b 12'-0" bj 1 T-5" b 8'-11" b 11'-6" b 16'-8" b 8'-8" b 11'70" b 16'-0" b 8'-4" b 10'-8" b 15'-5" b 8'-l" b 10'-3" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-l" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-67 b 2" x 2" x 0.044" 2" x 3" x 0.045" Snap Snap 11'-3" b 14'-4' b 10'-5" b 13'-4" b 9'-9" In 12'-5" b 9'-2" b 11'-9" b 8'-8" b 11'-2" b 8'-3" b 10'-7" b T-11" b 10'-2" b T-7" b 9'-9" b T-4" b 9'-5" b T-l" In 9'-1" b 2" x 4" x 0.045" Snap 17'-7' .bj 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"'1 3'-0" 1 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 677 6'-6" 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hallow 8'-8" b 8'-0" b T-6" b T-1" b 6'-8" b 6'-5" b 6'-l" b 5-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 107-5' b 9'-7" b 8'-11" b 8'-6" b 8'-0- b 7'-8" b T-4" b 7'-1" b 6'-10" b 3" x 2" x 0.070" Hollow 12'-l" c 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045"' Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6' b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'.11" b 12'-2" b 11'-7" b 11'-0" b 1 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10' b 16'-0" b 16-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 207-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 772" b 2" x 2" x 0.044" Snap 10' 4" b 9'-7" b 8'-11' -b 8'-5" b T-11" b T-7" b T-4" b T-0" b 5'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9' b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8 '-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2' bj 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b For 3 second wind gust at 130 MPH velocity; using design load of 15 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-O 3'-6" 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-T b 5-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b T-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11' b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4- bi T-11" b 7'-6" b T-2" b 6'-10" b 6'-7" b 6-4" b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11' bi 9'-5" b 8'-11" b 8'-6" b 8'-2" b T-10" b T-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'-4" b 9'-9' b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b T-7" b 2" x 4" x 0.050" Hollow 13'-11" b T -11" b 12'-1" b 11'-4" b 10'-9" b 10'-3' b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11 b 14'-3" b 13'-9" b 1T-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'--1" b 18'-3" b 1T-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" bj 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b T-10" b T-5" 'b T-l" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10% " b 1 10'-1" b 9'-6" b 9'-1" b 1 8'-8" b 8'-4" b 8'-1" b T-9" b 2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-1" b 11'-8" b 11'-1" bj 10'-8" b 10'-3" b 9'-10" b 9'-6" b Notes: 1. Above Spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVEL OPUENT CONSUL TAN P 0 BOX'_14 68. SOUTH DAY'ONA. FL 32121 TELEPHONE (386) '67 -1; : -1 FAX (386) 7676556 0. 11.., 3-39 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD OD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF. PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL ; SCALE: 3" = V-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. J 2' Ui.l Qw ao ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" 8 x 1/2" S.ti1.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL NOTES. WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15',o OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 %i.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. t'A'IL ENG;NEER . DEVELOPl1ENiGONSULTANI- P J BOX _'1.1368, SOUTH DAB TONA. FL 3212' TELEP CNF 13861 %6: G74 FA\ 086) 767-6556 r SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.1.. Allowable Spans for 0.024" Elite Composite _Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100-iMPH 2l'-4" 23'-10" 23'-0" 20'-XL- i22'-9" 21'-11" 23'-0" 118'-a" 2MI2,4 110.PfHt1 2C' 4I 22'-9" 123 MPH 19'-T j 21 - 0' I 30 MPH. 3' v 20'-2" 2i'- 1i" 21' 7,' 19'- 5" 7` 0M' 2'-l" I -9" 1 1 3'-.}' 150MPHI L'— I 13'-7 I 1J-3" 1 12'-4 Overhang 1 Cantilever All Roofs I X 3' ' 3 x 48 x 0.030 Panels Glass Rooms Partially Enclosed Enclosed 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span i3'- 6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 11'- 7" 13'-6" 13'-r' 13'-9" 15'-4" 1a'-;0" 0' 3" 2'-5" 1 1 1'-6" 12'-6"' 13'-1 1 " 13'-a" j . 0 1 1' 3" 1 i'-a" 13' 8" 13'-2" 1 9'-10" 1 1.0'-1"1 i0'-7' 1','-i" I i2' 11" 1 2'-3" 9' 2" I G' J" i 9' i" 10' 3" 1' T I Coen Structures Screen Rooms Partially Enclosed Enclosed Cveman9 Nird IMcno-Mooed Rcof 3 attached Covers Cantilever Region 1& 2 i 3 I' d 1&2 3 j 4 j 1&2 3 4 2 I 3 I 4 I all scan I spar span soar, scar, 1 scan scan scan 1 span span I span scan Rccrs 100 MPH, _ s'- _' I 3' i0" -_ I _ i0„ 8, 8•, rJ• 0 MPH' 127'- I 2 2 c.' 1 2 _r 1 .5 ,0 2^ c' 3J' i a' 1 J L C 30 MPH i i _ -T i 22'- 7 1 J'.,j' 130'A1PHj c-L I ._- _ I =-. IJ• ,, j I 0 C' ( 0 .n., I 2^ Li x do"" x 0.02a" Paneis Glass ,Rooms Wind Coen Structures McnoSloced Rcof Screen Rccros 1 attached Covers i P3r1iaily Enclosed Enclosed 1 Cverhang ; Cant;;e,; er Region I 2 3 scan I span 4 span 1 I1& 2 1 3 4 span span scan 1&2 I span 1 3 4 1&2 scan 1 span span I 3 4 i span scan all R c c s 100 MPH Lc _ I 2 I ''- a•• I iI6'-C" i5' i i' i I •.,-C" I '3' 10" I __, 1 "IFIti C'-L' tom_ ! __ - - -_ .1- _•. I .--. j ..-." .. I -- I 23 '. ire JJ MPH i / _J' I a0 M H 1-I' 1J o J 0 MPH 1 c' I 15 I 14' 7 1 J' o" i s I 7 I' 0' ' 0 2" 4" x 43" x 0 0J0" Panels iOpen Structures I Screen Rooms I Partially En.cicsed Enclosed i ver^.an.g Wind Mono - Sloped Rcof & Attached Covers I Cantilever Region j i&2 i 3 I 4 11&2 3 1 1&2 3 4 1&2 I 3 4 I .all 1 j scan scan scan scan scan scan span scar scan scan I Scan scan Rccs 100 %1PH 1 2'-9" 1 30'-1 1 29'-1 1 26' S' 2c. O • 1 I ' 3' J" 1 L0' S" i 9 -9" 2ti, a•, J'- I " 1 J_ 110 MPH _. - 9" 30'-1 1 29'-1 24 -1" I 2 1 26' J" 9" 1 18'_6" 1 :7'-11' g' 1, 1 70, a., 120 MPH 1 _ -d" 1 29 6' 1 2a _; nn 123 MPH 2c' 5" 29J' 27-5 2, 2T-9" 15 2_ 15-10" 19-'_i0-8"MPH 1JI a44'' 130 25 26'-2" 25--1" 1 4-1 a 14'- 5 15-0' 17'01" " 1b8'' H140 MP S 17- 1117-3" 15'-1 17-1 17-3" 3-10" 13- 1" 000" 150 MPH 15-11 17'-11 17-3 15'-11" 1T-11" 17'-3" 11''2" 12'-11" 12' o" 13'-1" 11'-7" 14' i" 4'-0" lull, r wau whit- overnang. ELML Elite Aluminum Corporation 1801 NW 64th Street Ft. L.tuderdcile. FL 33309 Tcl: (9541 •191-3700 F; 7x: t9 f0 491-1.11iJ Lawrence E. Bennett, P.E. IL 6,vGINE DEV6LOAb1ENFc;1^. ,vsuL:"- 1Nr PO i10X _' 1.1368. SOUTI I DAYTONA. ` L 32 ! " ML-PIIONF j3&6l ;67-1?'. 1 FAX 13N61 '6; 6b56 7-27 r 1 FASTENERS SECTION 9 CONCREYE; EXPANSIONDRIVENAILSPIKE = SCREW i. X T-BOLT BOLT Ahlrruno CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL :' HEX HEAD MACHINE SCREWS _> TEK SCREW LAG SCREW BOLT I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL FAN F P 0 BOX 21J363. SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4774 FAX (366)167-6556 ail C(I'l f:li :1-I T :111),l Nr I .r .,, i:! I „,:, ;,, N -I i,`.: ,. W I'-V:I I„1.,'1. lAval'I N: ! !ik : 1l,'N )I I Al%ICI N,-I i III 'NI 1, 9-1 '