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HomeMy WebLinkAbout1401 S Elm Ave 04-38 slab and screen roomCITY OF SAkNFORD PoERMIT APPLICATION / Permit # : D9 l 163Date: ` Job Address: C 1 T 1 1 t 11 P. e F I A _ nn'' Nt uly, Description of Work: r " I i O W) SA A1 _ Historic District: Zoning: Value of Work: $ 5 e0o Permit Type: Building !V""" Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential _ Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: J 10-'1 -1 `, 30yy' Owners Name & Address: 1'I Contractor Name & Address: Phone & Fax:,4D Bonding Company: Address: Mortgage Lender: 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: of Dwelling Units: Flood Zone: (FEMA form required for other than X) ODU D — 0 OI U (Attach Proof of Ownership & Legal Description) Phone: _ n71''3 a0 U 3 q _..._ State License Number: wsonw wDg('lPW`1Gt not 186 r^ i Mri I Phone: D'c ]s he_ o d mot' Address: _ Architect/ Engineer: t "UUI _ Phone: Address: Application is hereby made to obtain a.perA t to do issuance of a permit and that all work will bid perfot permit must be secured for ELECTRICAL WORK, AIR CONDITIONERS, etc. Fax: I- cei-tifyjhat no work or installation has commenced prior to the brig construction in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, and 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 lazes 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 perit is verification that I wil notify the owner of the pr perry of the requir is of Florid en Law, FS 713. r%o3 '16 3 Sig w.er/ AgeDl,, Date ignature of Contrac or/ ent Date Print Ow er/ Agent' Name Print Montractont's ne 61 Signature of Notary( to e of An Date Signature of NCO -State of Fl 0 a Date Owner/ent is Per op 11 Knot` n tom or produced ID I V-s lsG'CQ//sS-k ) APPLICATION APPROVED BY: Bldg ` Zoning: Initial & Date) Special Conditions: Contractor/ Agent is — Personally Known to Me or Produced ID initial & Date) Utilities: FD: Initial & Date) (Initial & Date) r Becky Rogers Y911K Becky Rogers MY Commission DD180133 My Commission DD180133 d Expires February 14, 2007 a a Expires February 14, 2007 F— . 1. PON ER OF ATTORNEY ,. DATE: /0/6/k3 I hereby name and appoint of Affordable Screen & Patio. Inc. to be my lawful Attorney -In -Fact to act for me and apply to the Building, Department for a permit for work to be performed at a location described as: f Parcel ID * q'Q-J`p'T 3a0a-bin Lot(P 17,311lock pit o 2, Subdivision:.S address of Job) Elm N Owner of Property & .address) and to sign my name and do all thin<__>s necessary to this appointment C'aU F r, n, c t nd pripx n' me of Certi e Contractor Signature of Certitigd kontractor The tore,oinz instrument was acknowled17ed before me this/0` by t S p 11wri to me.%rho produced as idcntitication and %rho did not take an oath. State of Florida Count- of Oran(je otary Si nature _ - Date: / 0/ Cky Rogers My C0MMb w DD180133 F30M F86VOY 14, 2007 L _e. Seminole County Property Appraiser Get Information by Parcel Number d [ PAn 9 rx M,,_; k tat .9, W- — Rmford FL 3: ,171 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 36-19-30-503-0000- Tax District: S1-SANFORD Depreciated Bldg Value: $51,660 Parcel Id: 0010 Depreciated EXFT Value: $0 00- Owner: PROVINCE ANGIE E Exemptions: HOMESTEAD Land Value (Market): $11,330 Address: 1401 S ELM AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $62,990 Property Address: 1401 ELM AVE SANFORD 32771 Assessed Value (SOH): $49,535 Subdivision Name: THE OAKS Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $24,535 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/imp WARRANTY DEED 02/1989 02041 0001 $46,500 Improved 2002 VALUE SUMMARY WARRANTY DEED 09/1988 01998 1598 $6,000 Vacant 2002 Tax Bill Amount: S495 WARRANTY DEED 01/1988 01922 1568 $6,800 Vacant 2002 Taxable Value: $23,374 WARRANTY DEED 11/1987 01902 0268 $6,500 Improved QUITCLAIM DEED 01/1975 01051 1213 $100 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Unit Land Land Assess Method Frontage Depth Units Price Value LEG ALL LOT 1 & N 17.3 FT OF LOT 2 THE OAKS PB 3 PG 25 FRONT FOOT & 67 117 .000 190.00 $11,330 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1989 5 1,056 1,000 CONC BLOCK $51,660 $54,379 Appendage / Sgft OPEN PORCH FINISHED / 56 OTE: 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 property tax will be based on Just/Market value. re web.seminole_county_title?parcel=361930503000000I O&epad=clm&cpad_num=1401&cctr=&ctotal=&cfparcel=361930503C9123/03 Permit Number Parcel Identification Number to-lq--ao -5w) 0000-Li©ID Prepared by: A J - Retum to: i__` ,O dy— NOTICE OF C MMENCEMENT State of County of KWYAW NURSE, CLERK OF CIRCUIT COURT tatIM)LE CU NTY CLERK" 5 #t 2003179029 WCt)idDED 10/06/EW3 0j:50:32 M 9ECIMINS FEES 6.00 RECOM BY N Nolden CERTIFIED COPY MIARYAfi t& MORSE CLERK OF CIRCUIT COU" SEMINOLE COUNTY. FLORWa D"I)T 1 tWERN OCT 0 6 2003 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this.Notice of Commencement. 1. Description of pro erty (legal description of the property, and street address if available) IL1' AI I V-0#- I N.11-3 F_+ cr= l'-o+d"t'he, 0C'_'s i) a 3 140( S, V in Rv-P_ 12o_rn 6rd, F1. 8a. ?1 2. General description of improvernent(s)) low- t n H ®) 05" -C-&0UU-tL 3kcLb BW 141t a ! °X 1 ' c,r ern LL5 d Ca'Lary QC 3. Owner info ti n Name Pn i .r y` nC Telephone Numberd7 Address 1i.Vo 1 3, C- tm Avg Fax Number LnH (O ra r I, 3 a0-11 Interest in Property: 4. Fee Simple Title Ho der (if other than owner shown above) Name Telephone dumber Address Fax Nurnber 5. Contraclor Name A (bf-dable, SCrterl PGA: 0 Telephone Nurnber40'7 -,33a - 2510(p Address 8, B&A 5a07rJa Fax Number c{p`7, _ Oa"79 1 0 t),A W 00cA 11= 1. IS 01145 1 G. Surety (if y) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Address Telephone Number Fax Number 8. Persons within the Stale of Florida designated by Owner upon whore notices or other documents may be served as provided by §713.13(1)(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 Address Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording Date Signed Swom to and subscribed before me this who is _ _personally k.own to me OR as identification. Signatur of Owner [Note: per §713.13(1)(g), "o ner must sign ...and no one elsQ may b perrTi to Sig in his or her stead." /9-/»/ (!:' day of d 'd %003 I)y 0 tJ 111 C rroduced BeCky Rogers My Commiaalon DD180133 Expires February 14. 2007 Signature of Notar nrnal n nppQar hQlrrri) IM 0 P L AT• r OP- SURVEY STEiV,3T'OIV - S UMP 1)ESORIPT10N: COT I , AND THE /UO,QTf/ /7. 03 T' a---zo7' Z, THE OAKS, RECOROED W PLAT BOOK REG I SBA Ki Q COA IC. V CONG LaT / W J 30.14 ' o 0 8 R IC_ I Iv OIL" AGG RiY LAFVLJ — _ e SLJRV ING I LW. 3550 S.R.46 W. SAMFDRD, FLORIDA 32771 407) 322-4630 3 PAGE(S) 25 OF THE PLJBLI+: RECORDS OF SF f/vo E 7' 1 THIS PROPERTYDIDES NOT UE WITHIN IHE ESTASUSNED 30 YEAR FLOOD PROriE r'jHL FLOOD ZOAI iF "C " SEC. ,T. /9 S_, R.12 E. COUNTY, FLOR10A PEC. PEBA-P PEc. elf-eAe DATE OF: 901- WARY 9 2B VMAL /-9-B3 pr--r PIN SSo: - _ 7.. Ili awwo Em PQcC7' TO : SCALE 1 N£PE!ly CERTIFS THAT THE SURVEY !HOWN Pi._T" EDN 6A0 MA-!-Z NI ACCOROAYCt TO THE Nmit ma TLii :CAL ETACDMMS" Fast LAND tnlRVE-N" IN TAZ STATE OF FLORtOA CM. 472.027 AN0 CM. LI : MN-6 F.A_C. CERTIFIED CvRP.ECT: REG. LAND SURVEYOR '.O. _ O r m M4 7 9 2 Vi A/C e SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 INTER;GR SEAM TABLES SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 HCST STRUCTURE OP. ENCLOSED) 3.3.4 FOURTH WALL FRAME PANS OR PANELS H \/ ALUMINU",1 ROOF SYSTEMl PER SECTION 7 CARRIER BEA'J POST h /ii mar \ TYPICAL S-LOPED SOLID'ROOF ENCLOSURE SCALE: N.T.S. ALU%IlNL%l RCCF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOUR T H WALL FRAIME: RIDGE SEAM TABLES: SCREEN &VINYL RCGMS: — USE BEAM TO'NALL DETAIL 3.1.4 0 ' GLASS 1OCMS: PART IALL Y ENCLOSED) 3.2.4 E,N'CLCSE `? 3.3.3 H TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. L,iwrence E. Bennett. P.E. s SECTION 3 1 SCREEN, ACRYLIC [ VINYL, GLASS & MODULAR ROOMS 7 LW` FOR MAX. H' UPRIGHT / HEIGHT (h) 4 VARIES 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 1" x 2"' MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF ( FOR FOOTINGS SSE DETAILS PAGE 3-23, 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 BEAMT ALTERNATE CONNECTION P/2' , P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS ! ( SEE SECTION 7 FOR DETAILS) SEE TABLES) Ji x O.H. SOLID ROOF - NO MAXIMUM ELEVATION SLAB OR GRADE) z_ U) U LU P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH I 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 HEADE4 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: 100-123 130 140 150 8 1 #10 1 #12 1 #12 TYPICAL SCREEN [GLASS ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE 3-2 COPYRIGHT 2003 NOT TO 13E REPRODUCED IN vvH01 E OR IN PAR i 'AITHOUT 1 H'. WF2I IT EN PFI:MISSION OF LAWRENCE E BLNNETT, P E. SECTION 3 SCREEN, ACRYLIC/ VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM y SIDE WALL HEADER 1" x 2" OPEN BACK ATTACHED ATTACHED TO 1" x 2" OPEN TO FRONT POST W/ BACK W/ MIN.. (2) #10 x 1-112" 10 x 1-1/2" S.M.S. MAX. 6" S.M.S. 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. IDE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES 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 TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P 0, BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PA6F Ot corP ,Rlt_HT 2003 3-16 Nll! ; 0 !1; !:F! DIN 1VHi I L ilf: IN :' \f:I lVl l!1 1l.! WHI I I f N i`I':M!;l:Jl7N i?1 \\\'!:I N 'l 1 HI NNl L SCREEN, ACRYLIC / VINYL, CIASSA MODULAR ROOMS SECTION 3 COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER RISER PANELS ATTACHED PER CHAPTER 7 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 POST ATTACHED TO BOTTOM MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BUSSES TYPICAL UPRIGHT DETAIL` SCALE: 3" = 1'-0" 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. CIVIL ENGINEER - DEVELOPMENT CONSUL FAN P 0 BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386)767-6556 coF') !:I, ;I IF _UU;t PACl NOS W!t, 121 C! 1) N`.%H0t: 01, IN P.V;N!'l Ni. 1 !ti N:VI ! i". 3-17 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO. SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT, BEFORE SLOPE ALL SLABS) a CO— s ° — Ir I1= Tf EfI-1 I la I I-1 I I, III-1 I I -I 11=III=1 II 1I- III —I s TYPE 1, FLAT SLOPE / NO FOOTING NOTES: 0-2" / 12" TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. a a 14, k —12" TYPE III STEEP SLOPE FOOTING 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE,WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 IPAGE -2 A 1 © NOTPTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL,"GLASS St MODULAR ROOMS 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 aust at 110 MPH velncity• usinn rip-, inn Inar1 of 11 ItNIZ SECTION 3 Sections Tributary Load Width "W' = Purlin Spacing 3'-0"' X-6" 4'-0" 4'-0" 1 5'-0" 1 5'-0" 1 6%0" 1 6'-6" 7'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" bj 7'-8" b 7'-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 8'-11" bi 8'-5" b 7'-11" b 77" 'b 7'-3" b 6-11" b 6'-9" 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 T-11"' b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070'. Hollow 12'-9" d 12'-2" d 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" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10' b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-l" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0' b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" 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'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b 7'-7" b T-4" b T-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4- b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" .b 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 rul a acl.urlu wrriU UUat dt icu mrn veiocirv: usina BSian lna nr l3 A/F Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 1 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0" 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" bj 7'-1" b 6'-8" b 6'-5" b 6-1" 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" bj 7'-9" b T-4" b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b T-4" b T-1" b 6'-10' b 6-7" b 3" x 2" x 0.070" Hollow 12'-l" d 11'-5" b 10'-8" b 10'-l" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" bi 10'-6" b 9'-11" b 9'-6" b 9'-l" 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 1 12'-2" b 11'-7" b 11'-0" b 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'-l" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 154" 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 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-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" bj 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b rur o secunu win Lisi ai i iu MHH vPIn City iminn macron snarl nt 95 St/Vf= Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-6" 4'-0" 4'-6" 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'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b T-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" b 7'-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" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-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 7'-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-l" b 1l'-4" b 10'-9" b 10'-3" b 1 9'-10" b 9'-5" b 9'-l" 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 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-Z b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'j1" b T-10" b T-5" b T-1" 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' 8" b 10'-l" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-1" b 7'-9" b 2" x 4" x 0.045" Snap 157-1" b 13'-11" b 13'-0" bj 12'-4" b 11'-8" b 11'-1" b 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 -DEVELOPMENT CONSULTANT P O. BOX 214; 68. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-1774 FAX (386) 767-6556 PALE OCl COPYRIGHT 200-3 NO 1 10 tl, Il IN l%HO[ L 0I, IN P V': 'VI I i")li I Ili[ WRI I I I N I`f 0I I:AW10 NCI: F Ill NNF I I. 1' !: 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 COD 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 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. EXISTING FASCIA 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% 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 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-1774 FAX (386) 767-6556 P4LF COPYNIGFiT 2003 7-4 NO 10 1ll ftf !'RODU :-D IN WI101 1 01, A 1' V, i WI I lk)U 1 1111 `h9:1I I I N I'l I:MI;.51 `N ill I AWRLNCf IIINN[ I i, P r I 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 MPH_ 21'-4" 23'-10" 23'-0" 20'-4" _t 22'-9" 21'-11" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11"E!i' 120 MPH 1 20' 1" 22'-9" 21'-11" i7'-5" 19' T 123 MPH'; 19'-6" 21'-10" 21'-1" 15'-11" 18711" 18'-3" 130MPH i 1fi'-0" 20'-2" 19'-5' 15' ," T-9" 16-3" 1 140 MPH 1 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" i 13'-3,. 1 1 50 MPH ' 2'-4" I 13'-9" j 13'-3" 1 2'- l" Glass Rooms Partially Enclosed Enclosed 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 13'- 6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 11'- 7" 13'-6" 13'-r.. 13'-9" 15'-4" 14'-10" 10-- 8" 12'-5" 11'-6" 12'-6" 13'=11" 13'-6" 10-- 5" 11'-7" 11--3- 11'-8" 13'-8" 13'-2" 9'- 10" 110'-11" I 10'-7" 11'-1" 12'-11" 12' 6" 9'- 2" a' 9'-7 9'-3" 9'-6" 10'-3" 1 Overhang/ Cantilever All Roofs 4'- C" 4'- 0" 3 x 48 x 0.030 Panels Glass'Rooms Wind I Ooen Structures Mcno. looed Roof n Rooms AttachedCovers Partially Enclosed Enclosed Cverhang Cantilever Region i i 1& 2 i 3 span span 4 I scan 1&2 1 3 4 I soan I span I span 1&2 h,spah 3 4 scan span 1d2 I span 3 span I. 4 I span I 411 j I IOng 2 L7-0 23 '0' 26-a ; 25' 5 +i0" IT-5 "'-'0' 18'-8" 2C'-10 0 MPHI _ 127-11 27 12' -1 ca-o' 23 r I •4 2 5-'0' i 10-4' t '6 2" 9' 3' i8' a'' 20 ,1Ptil 6-a i c5-7 20 I -:' 2-'02- 2 1' I 4 6" 4 3" l 4-8" 7-8' I 'S'-'0" 4 2- 1I 25 22- 2 i '4' ; 13' n" la_i" J 10 MPHi 23- 7 22'-10" 18' 3" ' i 6" 1 I 13'-0" 1 30 MPH i 1g_2 1` %' 12' 3" 1150 MPH!- I 14'-- j '6' 2" S - 0,-0. I 0.-10" j 2" 3' c 4" x 48" x 0.024" Panels Glass Rooms ji i Wind ; Open Structures Meno- Sio,-ed Roof Screen :Poems attache Covers I Partiaily Enclosed i Enclosed i Cverhan, g ; i Cant le ver Region 1g2 3 1 span span 4 span 1& 2 I 3 4 span span span 11&2 span 3 i 4 span I span 1&2 span 1 3 span 1 4 I span All RJcfs 100 MPHI 3 J 26'-2" j 25'-3 j 2 2 -3 24- 9" 16'-6" 1 15'-11" 1- 5" 110 MP'i 5 26'-2" 4 I 1—4" "5' 18' 0' j - j 1_ 120',i:H 4 a" i 7 Li. c J t I 23 M Fri G ? I 130 MPH I 2 1 1i J j ';- .3, .0:, 40 NFHI 15'- 14'-7" I 13'-6" I 15'-1 14'-7 150 MPH j 13'-6" I 15'-1„ I 14'-7" 13, 6„ I 15 . -7,, 9'-5, I 0'-6" 10'-2" 10' v i2.-4„ y,, j 1, J„ 4" x 48" x 0.030" Panels I Wind Open Structures Mono - Sloped Roof I Screen Rooms Attached Covers Partially Encicsed Enclosed i Cverhang ; 1 I Cantilever Region I ;&2 scan I span 4 scan 1& 2 span 3 scan 4 scan 1& 2 span 3 span 4 span 1& 2 1 3 span span 4 sCal A; l Rccrs 100 MPH j 27'-9" 30'-11" 2711" 26'-5" 29'-6" 28'-7" 8'-3" 20'-5" 19'-9" 20'-8" 23'-1" 110 MPH 27'- 9" 30'-11" 29'-11" 24'-1" 2T-2" 26'-3" 15'-9" 18'-6" 17'-11" 19'-1' 21 -J 20-8" 120 MPH 26' S" 29'..0., 28' 7" 22' 8" 5 -4, 24'-3" 4,_5" 16'-1" 1 15-7" 17'-6" 19'-7" i8'-11"t 4.-". 123 MPH 25'- 5" 28'-5" 27'-5" 21'-11" 24'-T' 23'-9" 14'-1" 15'-9" 15-2" 15'-10" 1 18'-5" 4'-0" 130 MPH 23'- 5" 26'-2" 25'-1" 20'-8" 23'-1" 22'-4" 3-4- 14'-11" 14'-5" 15'-G" 17'-11" 16'-3" 4'-0" 140 MPH 15'- 11" 17'-11" 17'-3" 15'-11" IT-11" 17'-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" 150 MPH 15- 11" 17'-11" 17'-3" 15-11" 17'-11" 1 1T-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7" 14'-1" 4'-0" UI ' wau WIuLn T overhang. OM20vuLawrence E. Bennett, P.E. Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P O. BCX 21.1368, SOUTH DAYTONA, FL 32121 1801 N.W. 64th Street TELEPHONE(386) 767-4774 Find f «iluisFt. Lauderdale, FL 33309 FAX (386) 767-6556 Tel: (954) 491- 3700 Fax: (954) 491-1433 Ll (-011Y1:It; HT 200:1 PAGE Nk` I 10 ! 1; hF"RUI1l1CFP IN VVHOI F Ot, IN !'Ai2I 4VI i- ,OU I 1 Fit .11 1! N I'! K1111 ;`.ION t11- I AW1,1 NCI F M NN1. 1 1. 1' 7-27 FASTENERS SECTION 9 CONCRETE EXPANSIONDRIVENAILSPIKESCREWT-BOLT BOLT enlrunpt CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT 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 CONSULTANT P.O. BOX 214363, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 O COPYRIGHT 2003 PACE NOF 10 111- Rt PRODUCE0 IN WHOLE OR IN I'AI: F WI I HOLI I i m- wRl1-iLN PtA MISSION Of t Awm NCI_ E Ilt_NNE FT, I, E 9-1