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HomeMy WebLinkAbout126 Gleason Cove 04-382 AdditionCITY OF &ANFORD-PERMIT APPLICATION Permit # : i Date: Job Address: a (e GI ea sarJ oar c X1`i(1, r_ 1 c -7-73 it 1`d MumDescriptionofWork: e i C) Historic District: Zoning: Value of ork: $ O Permit 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: of Dwelling Units: Flood Zone: (FEMA form required for outer than X) Parcel #: t Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Ll0`1 • 8al l - r 2)as Contractor Name & Address: r_aa h State License Number: s o Qn a _ Phone & Fax: 401-3 3Q-91 — n o to Frs Phone: Q -3c7a -sime Bonding Company: Address: Mortgage Lender: NOV 11Address: : -._. 2003 ---._. Architect/Engineer: -= : Phone: Pax: Application is hereby made to obtain a permit to do thigbrk °rid in on a td ct ce if that no-wgrkvr installation has commenced prior to the ssuance of a permit and that all work will be perform dto riieet standar a Ig la rn struction'm Eliis jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PWW91NG, SIGNS, WELLS, POOLS, FURNACES,%BOdLERS, 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 regn!aeing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR l'A VING 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. f 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 recnr(;s 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 permit is venficattoAthat I will notif he ow er of the property of the require e f Flori i n Law o, FS713. 11110163 Sjgnat re of Owner/Agent at St ature of Contractor/Age Date l _ I ; n f — T ee s N,, A / Print Conj4actor/Agent's Signature of No& -State o Flo da Date Signature of Notan/ Becky Rogers ( 80133 Owner/ Agentis Pcrs,Qn ally Kno nMy Commission DD1 to Mc v Contractor/Agent is Produced IDI'l ViC /3'J Expires February 14., 2007 produced ID _ APPLICATION APPROVED BY: Bld3j=au 03 Zoning: Utilities: Initial & Date) (Initial & Date) Special Conditions: ofPori a / / v3 Becky Roars My Commission DD180133 Pe I Known ` or xpires February 14, 2007 Initial & Date) FD: PONVER OF ATTORNEY' DATE: 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 C-n r CL Buildin Department for a permit for work to be performed at a location described as. - Pa reel ID # - 5 Lot 5 Block Subdivision: VI rw, , Qo G Pcz cnn1 CO d P O)a [(CL r I.. 3 address of Job) Pu4 Maur 'Ramlail iWO C Fsaa Dove—, t' ,-GAtA')7 Owner of Property & address) and to sign my name and do all things necessary to this appointment Type Xnd grin me of Certif&- contractor ignature of Certifibd Contractor The foregoing instrument was acknowledg> ed afore me this / r'3 by Z ho is personally known to me, who produced as identification and who did not take an oath. State of Florida County of OranuJ e Notary Signature i Bey Rogers r My Commission D0180133 tie :11) yo, ti Expires February 14, 2007 Date:// ,/ o, ()3 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL 4 Back jF 40 L 5e tmadr C.tlikttti 4 i Sallie F'L 31 . 4f)?-RfiS-'F 51{r 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-523-0000- Tax District: S1-SANFORD 1150 Number of Buildings: 1 Depreciated Bldg Value: $70,713 00- Owner: RRAAJKUMAR MIDIAL Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 126 GLEASON CV Land Value (Market): $16,000 City,StateXipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 126 GLEASON CV SANFORD 32773 Just/Market Value: $86,713 Subdivision Name: PLACID WOODS PH 2 Assessed Value (SOH): $82,765 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $57,765 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $1,165 Deed Date Book Page Amount Vac/imp SPECIAL WARRANTY DEED 04/2001 04067 0855 $89,900 Improved 2003 Taxable Value: $55,825 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Front Method age Depth Units Price Value LOT 115 PLACID WOODS PH 2 PB 58 PGS 4-6 LOT 0 0 1.000 16,000.00 $16,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 6 1,680 1,292 CB/STUCCO FINISH $70,713 $71,790 Appendage / Sgft OPEN PORCH FINISHED / 8 Appendage / Sgft GARAGE FINISHED / 380 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 year's property tax will be based on Just/Market value. re_web. seminole_county_title?parcel=02203052300001150&epad=Gleason&epad_num=126&cctr=&ctotal=&efparce1=0220305:1116/03 PLOT' PLAN for. DESCRII'T16IN: RECORDED IrN PLAT BOCW LOT 1 14 MARONDA HOME5, INC.' LOT 1 15, , PLACID WOOD5 58 4, 5 and 6 FHA5E TWO PA[ (S) _ _ PURLIC RECORDS OF NOT PLATTED Per PLACID WOODS PHA5E TWO PLAT ROOK 53. PAGES 4-6 CITY Of 5ANrOPD 559" I G' 12"E GG.44' P I I I i 1 I 3f1N`StnD l .A 3b Q I N c cc'f • A II 0 I 0 CONC DRIVE -I 0 I iduf - 20p0' P' RG.3zv A5 91 B 0RGN 6 Za 336C SEMI NOLE 1 COUNTY. FLORIDA 5 O C 5CN_[ 1*- 20 Q) D N A 0 5' 10 20 GRAl111C - CAL[ OFFIcir k Cff PLANS REVIE- • _ Irr of SANFuRD L— q67 a / r - ( ir.T. P50N G0 C ui N F. H.A. PLOT PLAN P - DENOTES PROPOSED ELEVATION X OF STRUCTURE TO LOT AREA -33.1 °/d t 16505.F.) PERENGINEERINGPLANSXOFCONCRETETOLOTAREAy.3 °/o t 470 S.F. E - DENOTES EXISTING ELEVATION TOTAL X OF IMPERVIOUS AREA IN LOT 115 2.4 qDI dD SFI-) PER ENGINEERINGPLANS. NOTES: FLOOD CERTIFICATION BUILDING SETBACKS 1, O€ ARINGS ARE BASED ON THE NORTHERLY BASED ON THE FEDERAL EMERGENCY FRONT: 20' LINE OFLOT113BEINGSd916'12'E. MANAGEMENT AGENCY FLOOD INSURANCE PEAR: 75' 2. ELEVATIONSANDLOTDRAINAGETrrE' --HORN RATE MAP. THE STRUCTURE SIDE: S' HEREON AREBASEDONSITEENGINEERINGSHOWNHEREONDOESNOTLIE1MTHINPLANSFOR THE PROJECT. THE 100 YEAR FLOOD HAZARD AREA, SIDE STREET: 15' 3. BUILDING TIES ARE TO FOUNDATION, THIS STRUCTURE LIES IN ZONE ' X BUILDING LINE: 4, PLOT PLAN ONLY. LOT HAS NOT BEEN STAKED COMMUNITY PANEL NO. 120194 0043 E IN THE FIELD. EFFECTIVE DATE: APRIL 17, 1995 LOT 115 CONTAINS THIS IS NOT A SURVEY MAP REVISION DATE: 5.072 SQUARE FEET/0.116 ACRES +/- SUBJECT TOCHANGE) TIIE UNDERSIGNED AND CAVONE. INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE wrORMATIOv REFLECTED HEREON PERTAINING TOEASEMENTS. RIGHTS C< WAY, SETBACK LINES. AGREEMENTS ANO OTHER MATTERS. AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT ORSETFORTHALLSUCHMATTERSSUCHINFORMATIONSHOULDBEOBTAINEDANDCONFIRMEDBYOTHERSTHROUGHAPPROPRIATETITLEVERIFICATION. ABBREVI ATIONS/L EGENO: CARC NUMBER P. T.-PONY OF TANGENCY CONC-CONCRETE ADRUS P. L-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.- POINT u, R VERSE CURVATURE D.E.-DRAINAGE EASEMENT IHORO P.C.-PANT O' CURVATURE O.R-OFFICIAL RECORDS P.! G-POn!1' OF C04POOND CURVATURE U.£.-UTILITY EASEMENT ARC LENGTHL.B.-LICENSED BUSINESS CH.BRG- iORD BEARING 3,&U.E.-SIOEWALK t UI)I.ITY EASEMENT C.o.S.S.E.- CITY of SANFORO NTERLINE A/C -AIR CONDITIONER PAD ADEL TA CENTRAL ANGLE) D.dU.E.-I)PAINACE &!JTIl1TY EASEMENT cFaurr r crurur VONE INC. LAND SURVEYORS AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOO. FLORIDA 32730-3499 TELEPHONE (407) 630-90BO FAX No. ( 407) 339-3636 THIS SURVEY E;Oi VALID UNLESS EL00. S.D N1D!1 L:(7AiJRfHFSCSUAND 3f..PPr•R DOMINICK F. CAVOJE FWCSI& ENI FLORIDA SURV ITN & MAPPFR N!Jf1bER 2005 LICENSED BUSINC$!T NINAIJ R 5073 DA TE PLOT PLAN 1 11 - I3` 7--NjU W.0.2000-12400 LOT by CHIP CAOD FILE: PLAC102LII3.DMG r- All 20 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS INTERIOR BEA'vl TABLES: SCREEN & VINYL ROOMS 3.1.3 GLASS ROOMS: \ SECTION 3 PARTIALLY ENCLOSED) 3.2.3 HOST STRUCTURE OP. ENCLOSED) 3.3.4 ^ FOURTH WALL FRAME PANS OR PANELS H ALUMINUM ROOF SY---Nj II PER SECTION 7 CARRIER BEAP,1 POST TYPICAL SLOPED SOLID'RO©F ENCLOSURE SCA.L=: N.T.S. ALUMINUiV RCCF SYSTE%i PER SECTIONION 7 HCST STRUCTURE OF, FOURTH WALL FRAME RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: USE BEAM TO WALL CETAIL 3.1.4 —— GLASS -OCMS: PARTIALLY ENCLOSED) 3.2.4 NCLOcED) 3.3.5 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. L`iwrence E. Bennett, P.E. SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOM EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: LW FOR ( PARTIALLY ENCLOSED) 3.2.1, 3.2.2 MAX. / (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 H' / UPRIGHT / HEIGHT (h) V x 2" MIN. 34/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF ( FOR FOOTINGS SEE 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) SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) LU P = PROJECTION FROM BLDG VARIES VARIES LW LOAD WIDTH 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: LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) _--- w Z Z) O.H. I I. 100-123 130 140 150 8 1 #10 1 #12 1 #12 TYPICAL SCREEN 1 GLASS ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. C. b IL ENGLNEER - REVEL OP1fE.N i CONSUL TAN r P 0 30X 1-13CS SOUTH DAYTCNA. FL'32'21 TFLFP'iC,NE (386) 67-177-1 FAX ,39ri) : 676556 V 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 ATTACHED TO 1" x 2" OPEN LACK W/ MIN.. (2) #10 x 1-1/2" M.S. IIDE WALL GIRT ATTACHED T 11 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 uNCHORS @ 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. CA IL N6;NEE.R - LE. :FL OF'VEVT CCNSUL `.4N P J 9'X 21c:160. SOUTH PA1'TCNA. FL t TFLFPFiCNF 13861 ; 67-1774 FAX ,: Sd1 ti.-6S_)6 3-16 ti,, SCREEN, ACRYLIC VINYL, GLASS& MODULAR ROOMS SECTION COMPOSITE ROOF PANELS: IA RISER PANELS ATTACH[ 1'1/4^FENDER WASHERS PER CHAPTER 4 8^PANEL ACROSS THE FRONT AND 24"O.C.ALONG 2^x2^OR2^x3^HOLLOW GIRT AND KICK PLATE 2^x2^ HOLLOW RAIL POST 4TTACHED TO BOTTOM NI MIN, (3)#10x 1'1/2^B.W.S. IN 3CREW B(]BSE3 HEADER ATTACHED TO W0M|N. (3)#18 x 1'1/2^S< NSCREW BOSSES | 2^ x2^. 2~x3^ OR 3^x2^ HOLLOW ( SEE SPAN TAE, FOR SNAP EXTRUSIONS' ATTACHEOTOPC} 3TVV|j MIN. ( 3)¥10 x 1/2^ S.M.S. 1 SCREW BOSSES 1^ x2^OPEN BACK BOTT RAIL 1A" x 2'1/4^ MASONRY ' ANCHOR @S^FROM EA( POST AND 24^O.C.(NIA), TYPICAL — — OHTDETAIL SCALE3^ = 1'-07 Lawrence E. BeOnett, P.E. C: xmr!c°,cnw,uIAx/ r.,ZIOx: W^xn/o^ov^r1. 32. 1 1 erxu*pm` a'n ues 3- SCREEN, ACRYLIC / VINYL, GLASS 8 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 tin Mpu vnlnrifii• icinn 4-;i 1 - 4 ..F 14 411CC SECTION 3 Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 3'-0" 4'-0r 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 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" b 7'-8" bj 7'-4' b 6'-11" b 6'-8' b 6'-5" b 6'-2" b T-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11- b 8'-5" bj 7'-11" b 7'-7" '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' bj 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'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-l" b 14'-l" b 13'-3" b 12'-7" b 12'-0' bl 11'-6" b' 11'-G" 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'-1" 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 T-7" b T-4" b T-1" b 2" x 3" x 0.045" Sna'3 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 971" 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 1 11'-11' b 11'-6" b 11'-1" b Sections JTributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-0" 1 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" Allowable Height -H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 87-8" b 8'-0" b T-6" b T-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" b 7'-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 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b T-1" b 6-10" b 6'-7" b 3" x 2" x 0.070" Hollow 1271" d 11'-5" b 10'-8" b 1 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" bj 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 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 15'-4" b 14'-9" b 14'-2" b 137-9" 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 1 10'-11" b 1C'-7" b 10'-3" b Sections VTributary Load Width 'W' = Purlin Spacing 3'-0"' 3' 6" 4'-0" 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0"1 7'-0" 7'-0^ Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" b 7'-6' bj 6'-11" b 6'-7" bj 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 77-7" 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'-1" b T-11- b T-6" b 7'-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 T-10" b 7'-6" b T-3" b 2" x 3" x 0.045" Hollow I V-11" b 11'-1' b 10'-1" b 9 9-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-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 13' 3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22' 4" b 20'-8" b 19'-1" bj 18'-3" b 17'-3" b 16'-6' b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-it" b 8' 1" b 7'-10" b 7'-5" b 7'-1" b 6'-9' b 6'-6" b 6'-3" b 6--l" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" bj 10'-8" b 10'-1' b 9'-6" o 9'-1" b 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 1 13'-0" b j 12'-1" b 11'-8" d 11'-1" b 10'-8" b 10'-3" b 9'-10" D 9'-"' b NUM:J. 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 - DEVELOP1fEN' CONSUL LtNr P O BOX 21d 63. SOUTH DAY-ONA. FL 321'' TF.I-EPHONE (386) 67-4;:.I F:LX (3861 i 61 6556 e: lit 3-39 SECTION 7 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" = 1'-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" SAI.S. SPACED @ 8" O.C. BOTH SIDES 4-- 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°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 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. i;NIL ENGiNEE.S CEVELOPMENiCCNSULTAN, P O BC\ 2 L1368, SOUTH DA(TONA, FL 3212! TELEPFICNF 1386) :6,,-S774 F-\\ 386) ,767 6556 SECTION 7 1 Density Overhang/ Cantilever All Roofs 4 span 4'- 0" 4 0" 13._2" I I Coen Structures Wind I Monovlooed Roof Screen Rooms I Partially Enclosed Enclosed Cvernang Attached Covers Cantilever 13Regio1&2 3n3i- 4 182 3 S 1a 3 1 .4' ll spacan i n scan scan span scan span scan RrAcr. ;- 30 riFH . l G 3 l 0MPH! _ 1 _ 7 - 2 7. AP17 CJ i 'G _ A. 2t 1 -_ 1^'-- 0 YPH j I J V - I x do" x T 3. 02d" Panels Glass Rccros I I W r. d I Reyicn I Coen Structures McnoSlo oed ; Roof 1 i2 i 3 a scan I span span Scree n cems attachz'3Jvers I p 3rtiai! y Enclosed I Rncieszd 1& 2 1 3 I scanIscan1132 I 3 I span I scan scan i 4 1&2 I span span 3 4 I span I scan Gil wc: I J- I iJ Z. ca MPH; o' I 1J s'_7^ 1 . - I 4" • c 43 'c 0.030 Panels I _ i = 1 1 i I Cverhang I I an _,_, AJ RcoIs I - ! 1 I I Open Structures Mono-Slooed I Screen Rooms I G I Partially _rc;csed Enclosed j wer^ar,g 1 ;' Wind RcofSAttachedCoversCantileverRegion13234j1323iIIi1&2 3 4 132 3 d I ,III I sanscancanIscanscanscanscanScarscanscanI ;can scn a i Rccrs 100 1PH j '--9" 130'-1 : 129'-t 1' 26' -5" c -c' 2S' I '3'-s" 2G:_J:, g.-9" 2C'-3" I 23'-1 110 MPH _. -., 120 MPH 1 -3" 2a. MPH 25' S" 23S' 2i'S J'-9fill 2123 130:MPH 23'-5" 26'- 2" 25'-'" 20'-8" 23--1"22' 1" 3' 3" 14'-1'-S' 15'-0" 17'-i1" 16'-3"140 MPH S'-11" 17'- 1 i" 17' 3" 15'-11' 1 i'"'"2' 5" 13'-1' 5" 14'-0" 15'-3" 5'-2" 4'-J' 150 MPH All./n• Tnf--. l 11" f n 17'-11' i , , IA 1. 17'-3" 15'-1 i' 17'-11" 17'-3" 1'-2" 12'-1'-6" 13'-1" i1' 7" J'-i" 4' 0" wall w1um r overnang-. v EL LITE Elite Aluminum Corporation1801 N.W. both Street Ft. 1-JUderd;llo. FL 33309 TeiI (951)-191-3700 F; 1x. (9511491-1433 Lawrence E. Bennett, P.E. AIL `NGINF_ER DEVE'OP: ti1ENris NFU(. i:1:Vr 00 SOY 21-1368. SOU rf I DAY I ONA. Ft_ 3212. 2. FELFP11CNF t3361 ; 6'--1':.l FAN tMt;1 ; G,' 6, 5116 VI ".'..,'Nl 'I : V.%I VN, . i 7-27 FASTENERS SECTION 9 CONCRETE EXPANSIONDRIVENAILSPIKESCREWT-BOLT BOLT A n1(`ul)O CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT III I 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 DEVEL OPMENT CONSUL FAN F P O BOX 214366, SOUTH DAYTONA, FL 321"1 TELEPHONE (386) 767-4774 FAX (386) /67-65:i6 NO 111\10 11!i I\I INI I`! 9-1 SECTION 3 1, 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) 71 e CO - 777 III_=III= I I U =1 I LEI 11-1 I I-1II-111=111-1I 1I- 11 I1= 8„ TYPE FLAT SLOPE / NO FOOTING NOTES: 0-2" / 12" TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-10" 4" MIN. (2) #5 BAR CONT. 12" k 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" = 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 PAGE3.24 1 O NOTPTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. NOTICE OF COMMENCEMENT STATE OF Fic)ri(lq C (V (i N TY L) FS'4IYI l THE 11NDEf?SIGNFC) hnr-t)f)y Ujv(15 nriticR If st irr)r)r yorTlCnt v 11I t)n rtln(1t. tc) C rlarn reril )ro•'rtncvordnncewithChapter713. Finrlcln ;;tptutbs, itre fnlivvrlrlp irt(prrnatir)n (,; Ilrpvi(J(ujCornrnoncerTlent. Y. E1nrJ r) t 1IJ tL9 cif 1. ( 3tlscrJpt!on of K'r)ert ln• crf . G, t o Y ( J dcu ril tic n of >rr lmrty sanU stroet WRJrPss if Avella[Jlc) r= cut a o- i 15 i 1a6 d oaCA Z. Gonc rnt Uos( rSF>tic n of ,,It f S PC i n :U 11113) r()vrlrrltrnt 1( nelr` 1--e 1 c+ t 3 PwrlorInformation w+S A Cu,' oo R NNrT10 and Avdregr;: R ' I u n, a hc,_,rr,c'; CERTIFttU .Gi)vfi , 1 GAt.cASc)r0 MARYANNE MORSE h InIn1eSt In pr(4K,211y. GG-IA' er a„ F 1. jo17 % CLERK OF CIRCUIT COURT j9EMINOLE COUNTY. FLOC offeesirlt ) Itr Tyi 1 2 003 3. n Narnc Hrld Adclraqg. 1lfur(Inhlc ~creel 11,111o, Inc. I'. <). Mix 520752 I. On"1) ood, I.JOrj11:r .32752 INIIf1111111111111IfIII IIiil1111Is1111111111111aIII 11111 3. Surmy. r. Nn e and A,irJrnso. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY Phone Nurnl .ir BK 05095 PG 0553 CLERKS # 2003202270 REWRDED 11/12/ 2003 1012212E PIN(- tirT(lunt ciftxn1 .fi---- RED)RDING FEES 6.00 0. Londr)r. — RE1;1)ROO BY S O Kelley e. Neme nr) d Addro53 t, 0 PhOW) Ilurrltxvr. I 7 F'e+ 15ons wfthln Ule :3lnlEr (lf f=forir y r)o fanelP(J h may bn gorvcw:f as pruvlcJ(cJ fJ Sc dinn 7 Y Qwrrt' r)T>,Wmnl nollce or r;liier r)ocurnP ll.3 Y 13 13 (1) (e) 7, Florf;lA Ct tutos. i n. Nwncr Mid Arlrlrrlr.q I I n. PhOrin Nurnt> cr: U. A. In ( tcl;iitiorr to hir lrlelf, wTICf r)O!Ilr nnlH3 iorl lu '('"'v" n CUr)y r)f tfw L IRn01"S------ 713 13 (1) !tJ) Flown 8tnivies.P - 1 t) F' Ilorle nUITlUtrr Of r'a Son or entity ctcrslunnfe(I 9. 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