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HomeMy WebLinkAbout285 Magnolia Park Trl (2)06/25�'2QQ3 15:31 407-853-68713 POOLS PAGE 01 RECEIVED CITY OF SANFOM PERMIT APPLICATION SEP 15 2009 Permit # :__��_^ �;---` Date:_ - Job Addreas:c DescrlptioaofWark: �dUl C/)L'IcaSLtJt.,e Del ��157=ni; S�(�C3 Uri ��� Historic District: Za abig: _ Value of Works S �L a40 — Permit Type- Building Electrical , _ Mechanical Plumbing____ Fiiv Sprinkler/Alarm► _ Pooi Electrical; New Service - # of AMPS F _ Addition/Alteration Change of Service Temportiry Pole Mechanical: Residential Non-Resid xttial Replacement __ New (Dust Layout & Energy Cklc. Required) Plumbing/ New Commercial; # of Fixtures # of Water & Sewer Linea # of Gas Lines Plumbtag/ New Residential: # of Water Cl( Rots, Plumblag Repair- Residential or Commercial c. Occupancy Type: Residential Con nWeial Industrial _ Total Square Footage: 17 3 3.' Constmedoa Type; # of Studer: # of Dwelling Ualt$: Flood Fane (FEMA form required for other than X) Pasteur: -O�i�. �. 5� , () QCT . d7 O U _(Attach ProarC of Ownershja & EA II Description) Owners Name & Address: _ Phase; CoalrsetorName &Address:�Srnftl �aCoFi Se FZ Picone& Fax:U7 d 7 S U��� _ Contact Perm; r'i _ _ _Phoneq�• a9K'Xr(- Bondag Compsay; Address: Mortgage Lender: Addrds: _ Arehlteet(Engineer. A5 T r _ Phone: Address: — _ Fax: Application is hereby made to obtain a perrrdt to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all wort( will be perft anted to meet standards of all laws regulating construction in this jurisdiction. I understand Lttat a separate permit must be secured for ELECTRICAL WOR?.} PLUMBING, SIGNS, WELL,%, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONSBS, etc. OWNER'S AFFIDAV ff: l certify that all of due foregoing going infomtstion is accurate and that all work will be done in compliance with an applicable laws reguisting construction and zoning. WARNING TO OWNS 3,: YOUR FAILURE TO R )DRD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRC PERTY. IF YOU INTEND TO OBTAIN )INANCINO, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NC TICE OF COMMSNCEMFNI'. XMIC:H:In addition to the requirements of this p rrnit, there maybe additional restrictions applicable to this property that maybe found is the public records of this county, and there may be additional permits n ruired from other gov=menial entities such as water management districts, state agencies, or federal agencies. Acceptance of y�rtf n t l wii the owner of the propert)of the requirements of Floras Lien LAW t=S 713. •••"•"""' =r {} Owner/Agent Date Signature o Onb?ctor/Agee Date sme, 'A 's Na Pri ont oNA, ent' e • ^ �. Notary-State of Florida Date Si attire of Notaty-$tate ofFiorida Date :0 2 a• Owner/Agent is -----lrersonaliy Know-, to Me or Contractor/Agent .s _ Pm sonally Known to Me or e; Produced iD Produced iD'" 1* -- �— _ � t............. APPLIC�AriON APPROVGD BY; ©ldg•. DART-- Zatiog: __ Utilitics: vFD: (Initii l tit Date', (initial & Date) (1mrial & Date) (Initial & Date Spociai Conditions: �'SS T h Hcya LIM, Leeaa,�d�ers of Innovation, Quality, & Dependability LICENSE # CGC-047465 Gimiteditwer ofAttorney Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel= l 820315 0700000700&cpad=MAGNO... 9/14/2005 tit 117 11€1 :1Ck] `,1 DAVID JOHNSON,, CTA. ASA Ed ���� PROPERTY APPRAISER R 'l 71 SEMINOLE COUNTY Ft - 1101 E. FIRST ST PINEWAY SANFORD. FL 3 277 1-1 468 407-665-75G6 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 18-20-31-507-0000-0700 Depreciated Bldg Value: $0 Owner: POLSELLI ROCCO A Depreciated EXFT Value: $0 Mailing Address: 2017 VIRGINIA DR Land Value (Market): $31,000 City,State,ZipCode: TROY MI 48083 Value Ag: $0 Land Property Address: 285 MAGNOLIA PARK TRL SANFORD 32771 Just/Market Value: $31,000 Subdivision Name: MAGNOLIA PARK Assessed Value (SOH): $31,000 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $31,000 Dor: 00 -VACANT RESIDENTIAL Tax Estimator 2005 Notice of Proposed Property Tax SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2004 Tax Bill Amount: $635 WARRANTY DEED 03/2005 05710 1315 $240,100 Improved Yes 2004 Taxable Value: $31,000 WARRANTY DEED 11/2004 05553 0532 $189,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 70 MAGNOLIA PARK PB 63 PGS 54 - 59 LOT 0 0 1.000 31,000.00 $31,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Page 1 of 1 http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel= l 820315 0700000700&cpad=MAGNO... 9/14/2005 PLAT OF SURVEY C)ESCRIN1ION: (A5 FURNISk1FO) LOT 70, MAGNOLIA PARK AS RCCOROE:D IN PLAT HOOK: 63, PAGES 54-'59 OF THE PUBLIC RECORD'. OF SEMAOLE C(,)UfgfY, I lii('. DA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE RE=QUIREMENTS STET FORTH IN THE '?'� rCA 131 Y OF SANFORD CODE CHAPTER 0, SEC. 6--7(A). / MAGNOLIA PARK TRAIL. /1114 TRACT A" f 6 -00,00'L I•RivATf. WOW OF WAY yYj R-ti00G U 15 30 rip CCNIGRUNE: OF RICHT OF WAYNtl9'/T'I1'W . PT L. CJ 69 8.00' Na9'41'11 IV WAik fc,R 111F.. OENCI'IT AND C.Xc;_USIVf USE OF, UHI T1TI_E OF FLORIDA INC FIDELITY NATIONAL TITLE INSURANCE COMPANY (,F PENNSYLVANIA. ROCCO A. POLSGLI.T 01-11 MORTGAGE COMPANY, INC. IBJ 0 TL.: 1, ALL OIRECTIONti AND t)ISTA11;CL5 HAVE BLEN FIELD VL:RIf'ICD AND Af,Y INCON'SISTENCIE5 HAVE. SEV,,N NOTED ON IMC SURVEY, If ANY, 2. PROPERTY CORNLR', SHOWN HEREON WFRc SI"F/FOUND ON 03- , I --U5, UNLESS OTHERWISE. �`HOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR Es!%EIAENTS, RIGH1 OF WAY, RESTRICTIONS OF RE:GOND WHICH MAY AFFECT 1HE TITLE OR USL OT' THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE ANO THE ORIGINAL. RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 111AVC CUAIMED THE F.IRM, CNMUto TY PA.IEL NO 12044 (1135 E DATED 4/17/95 ANU FOUND II* SUU,*Lf PROPERTY APPEARS V) tie IN ZONE X, AREA 00510E 100 YEAR F,000 PLA111. tr'E SURVr::pR MAKCS NQ Gt1A.RhNTCC; AS 10 Thf, AHOVE 040011MAT10W PLESSE CONTAL'T THE LOCAL f F, M.A AGENT FOR V£RIF!CATION ELEVATIONS SIIUWN HERE Ni ARE UASEO ON $fMINOLE COUN)r VERT:CAL CONTROL AS 10NSHED. 1HE ftSIERLY LINE OF LUT 70 A:5 13FILNO N0011$149"E PFR PLAT. (FICLf) DATE;) 11--26-04 CF.3 _ REVtSCO: _ SCALE: APNROVLU HY:.SJ ASM4'j3fi3 ►INAL 03 -''-CIS FLG ICD F)C). _-_._�-....-.—•....,. F:riTMN0Afi0 72 -TJ -C•+ �.:E; RAWN SY.F•LCT PLAN 7/09/•J' DIC CBrRAA41 11"E 0 A-17#07'22" R-75,00' L=22,41' C8- S81'07'30"E C-22.33' ,�",?ERIWIT kLv. IS 4' Ot f >T061 PL I t ANS REVIEWED WE® SIT Y OF SANFORD 1V59•34.11'"W s x!0.00' W DE )ICA TF.O BY 'LIS KAT FIINrwAY LEGEND ..._ ._..... _...._ "- OFFIC F140 MAIL A1,10 U1 -.,C Po 0671 O 41.111.ih413 SETBA-A LINE: UNICKINL ....... .... __ ._..�.,. _� RIGI1f IJF WAY LI::( A tAI:�A EXISTII'IC EtEVATI.III LDENOTES �� CONu1�tTf. i8 LICENCED RUSIItiE93 Li LICFNSFI) SURVEYOR )'Rv. PE.4MANEN T RCfCRf.I,ICE MONDAY m T PRC PERMANENT CONTROL POW PT PER NL°; LM) Y(/,.i (I RED FNa f'cc,Np COW CCINFRFTE WAi,A. ' /W SOFWAE c'f' L NAD CS L'Ck Rill SL/kb C' GN(fd) LBfIGT1; V -1V ELEVATION PIX PANKER KAU1F! OFFIC F140 MAIL A1,10 U1 -.,C Po 0671 O r0) 1,12' IRON RL)I1 ANO :Al- APL8 L18#6393 (03/11/05) CNA CORNER EiO T ACCCS51R1 t. A DENOTES DELTA ANOLL LDENOTES ARC LLI,Gui C.R. DfNOTCS CHORD fIf ARW4 PC DFN01L'; POINT LIF CURVAIU1tI. PI OENTLS P0JNI UE WI05LCI PRC al"MES T'INNI OF NEV03Sf EIIRVA1(1RE PT DENOTES POINT OF TANCENCT TYP TYPICAI A/C AIR CONUIV NVFR COW CONCALIL DLOCK WAU RP RADIUS KW ONU OVERHEAD UhUiY LINL ID 1WNT4'WAIoN PUL POWT 014 LINE PCC PONI OF C0MP0ijd' CURVE ! HEREBY CERIIFY, THAT THIS NOUNOA:)Y SURVEY, SUBJECT TO TETE SURVEYOR'S 1`401E - CONTAINED HEREON MEETS THE. APF'LICA6I.E °MINIMUM TECHNICAL STANDARDS" SET FGR(H BY THE FLORIDA BOARD OF PRUFES51ONAL. SURVEYORS AND MAPPERS IN CHAPT17P 611317-6, FL9RIDA ACIMIN!STRATIVE CGI: YURSUANI TO .CHAPTER i72.L)17, FLC-k(,)A STATIITFS •• ' 3�7/os { f , f G �� IT lit 1X2 3Lt?fig -- et l l Ff 35 1 ==�, W&P-� r fl_ 35 i -OE r' 314 3h r 3(4117, 114112 .4 F:r 135 1 115 cis 2c Lk ZC 1 t 2- cam' pis _2—.x tai' 5-Lx2@34' , 2� 0 7 ly) Z>-1 T 99,711to 99 Tito N cr- 9i4-7fka N -111W 1dl 11to t. <Pst S �� e;.2, C- � l61 �1nv \ «� N 102`1� q��t�� �`�`Yt� '1 `��g. I ,L, 1 to w N N N Nx ! �b ' c k -7 ��2,�2 qa9o 3 k 1 9Z s"t Poo 1s LdT `jG i�} *ario>>� P4L Spwl=QRo �fL az773 9141 792 l`?33 i mem ■! 0 I Ln m m I m N `3 qa9o 3 k 1 9Z s"t Poo 1s LdT `jG i�} *ario>>� P4L Spwl=QRo �fL az773 9141 792 l`?33 i mem ■! 0 I Ln m m I m N External or Receiving Channel (4) #10x 1-1 /7' St Internal Channel (0.0625' min thickness) onto screw bosses Punkin(typ each end) or Girt (2) # 12 x 3/4" SM� L (1) # 12 x 3/4" SMS (typ each end) (typ each side, / LJ SMB, Snap or each end) Hollow Section SMB or Snap Section Receiving Channel Connection Screw Boss Connection 4'x 0.050" strop ® each beam w/ (4) #12 x 3/4" SMS [7' x 0.050 strap between beams w/ (2) # 12 x 3/4' .SMS] Beam (sloped or horizontal) # 10 x 7' screws 0 17' o.c. max and (4) ® each beam strop and (2) 0 each mid-stra \ r-Existina Host Structure 7'x 7' fastened with (2) #10x7' SMS*(4) Super Gutter into screw bosses(5' or 71 7' x 7' x 0.0625' minx 3/4"SMS (typ each ( )tion each side)[Use (6)#12 receiving channelx 3/4SMS for 2x8, 20, & 2x10 Beam)] BEAM - TO - GUTTER CONNECTION FOOTING DETAILS rSid '''angle 0.5' (min (2) #10 x 3/4" SMS ) (typ) (typ top and side) 4" (min) 1 /8" dla. Stainless 4�5° edge Steel Cable thickness ded Stainless Boit 7' min 0(min)washer 7(min) beneath nut i .25' x 0.125' plate ° . (min 6063-T6 aluminum) 7' (min) 3/8"0 x 2-3/4" Concrete Top View CABLE CONNECTION E Wion B It One cable shall be used at each and of the frontwbll for eac�i 200 sq. ff. of total sidewall area for frontwail not attached to existing structure. Similarly, one cable shall be used on each sidewalk for each 400 sq. ff. of frontwall area for sidewalks not attached to existing structure. Beam (sloped or horizontal) (6) #10 x 3/4" SMS o 0 each side fastening ° beam to column Note: Straps and accompanying screws not required for horizontal beams. BEAM - TO- COLUMN CONNECTION (4) # 10 x 3/4" SMS fastening secondary Secondary angle (min 0.125' thick) angle to column (typ each side) Primary 7' x 7' x 0.125' angle (B) -1 /470 x 2-1 /4" Concrete Screw Anchor into secondary angle (typ each ° olumn side) (See Table below fpr quantity) ° o (2) # 10 x 3/4" SMS fastening column Anchor Spa 'V o to primary angle (typ each side) (min)(typ• a 4" (m()1" x 7' Base Member (typ each side) 145 0 OR i-#40 ` 114'0 x 2-1/4" concrete screw anchc •• �. OR 3430 rebar (min.) c""•.. •''• Into primary angle and 0 24" o.c. with. 3" min. cover A ° between columns (typ each side) Notes Primary Sidewall . Column Column Min 1. Number of anchors is each side and does not include the Spa anchor into the 1x2. Min Dim_ Beam gor B B „Cil 2. For Primary Column base connection, use the larger of the lr Column M) beam and the column size in the table. For Side Wall Column base connection, use the column size In the table. 4" 2x4 1 0 1.5 3. A 4" nominal slab shall be allowed when the distance from 4' 2x6 1 0 2,0 the edge of the deck to the pool shell equals or exceeds 6 ff. 8" 2x7 1 0 2,0 4. Concrete screws shall be of sufficient length to allow 1-314' 8" 2x8 1 1 2.0 min. embedment Into concrete slab for pavers. 17' 2x9 2 1 1.5 5. Concrete screw anchor designs are based on Rawl Tapper 17' 200 2 1 2.0 technical data with an ultimate tension capacity of 2045 Ib. 6. Minimum 28 -day concrete strength shall be 2500 psi. Minimum Grade 40 reinforcement. i. Minimum slab reinforcement is 6x6 welded wire fabric or synthetic fiber reinforcement. 8.'The building department may require a thicker slab edge for erosion. 4;" . Beam 7 max Ityp) Purlin z' x c rasrenea to oeam with (2) #10x 1-1/7'SMS 1" x 7' fastened to column with (2) # 10 x 1-1 /2" SMS # 10 x 1-1 /7' SMS ®24" o.c. fastening the 2x2 to the 1 x2 1-7/8" x 0.0625' plate (typ top & bot) (1) row of (6) # 12 x V screws ® i" spacing (typ 4 locations olumn or Riser Wall Post -fFIUXJ'J)Y each end) Detail C W 2x2 Roof Brac See Detail C Notes: 1. Use roof bracing pattern above for even number of bays. For odd number of bays, leave center bay open. 2. Roof bracing is not required when all roof members are attached to an existing structure (i.e. screen enclosures within an ' :' or "U" shape of an existing structure). Coastal Craftsmen Aluminum 4268 Seaboard Rd Orlando, Fl- 32808 (407) 298-0096 2'x 0.0625' plate for 2x9 [7' x 0.125' plate for 200] (typ top & bot) (Not required for members smaller than 2x9) 7.5' min [9S' min for: 2-1/7, (min) ° ° e o ° 1.. ° 1" (Mir (typ) TYPICAL SPLICE CONNECTION (1) row of (6) #12x t"screws for 2x9 [0) row of (8) #12 x 1" screws for 2x10]® 1" spacing (typ 4 locations) 'B' # 12 x 3/4" screws v"'-screw 7' x 7' Edge Beam (2) #110 x 3" SMS into bosses connecting 1" x 2" fastened to column with edge beam to pudin (4) # 10 x 1-1 /7SMS into screw bosses for SMB or SNAP column . luprion: use z- x z- angle cup with (1) # 12 SMS into column and (1) # 12 SMS into 1" x 7for hollow section column) (typ 4 locations) See Screw Detail Table 0.0625' (min) web plate (all members) Receiving Channel (0.0625" min thickness) # 10 x 1-1 /7' SMS e 24" o.c. fastening the I- x 7, to the 7' x 7, (2) # 12 x 3/4" SMS at each connection Column PURLIN -TO - COLUMN CONNECTION 1. Design conforms to 2001 Florida Building Code for Basic Wind Speed (3 -second gust) = 120mph, Exposure B. 2. Design Loads: Roof = 10 psf, Wall = 12 psf with Importance Factor = 0.77 In accordance with Table 2002.4 of 2001 FBC. 3. All structural aluminum shall be 6063-T6. 4. In accordance with Section 2002.3 of 2001 FBC, structural aluminum shall have a minimum thickness of 0.040 inches and screen density shall be a maximum of 20 x 20 mesh. 5. Site specific engineering shall be required far free-standing 6. Site specific engineering shall be required if roof height exceeds 30 feet. 7. The contractor/owner shall verify that existing host structure is capable of carying design loads. 8. For #12 screw, the minimum center -to -center spacing shall be 5/8" and minimum center -to -edge distance shall be 1 /7' unless noted otherwise. 9. Self -Mating Beams shall be stitched with #10 x 3/4" SMS at 24" o.c. (max). Suncoast Structural Engineering, Inc. (C.OA. #00008525) 36181 East Lake Road #258 Palm Harbor, FL 34685 (727)773.1269 sse11230yahoo.com ONE PERMIT ONLY NOT VALID WITHOUT RAISED SEAL I(� U Wendy Grace Brusesid E..# 53983 120 mph, Exp B Date: 3/5/03 Page 1 of 2 Allowable Spans for Primary Root Members (All Wind Zones, Exiiosure B) Beam -\ Spacing Min Cd 4'-6" 5'•0" 5'-6" 6'-0" 6'-6" T-0" 7-6" 8'-0" 8'-6" 9'-0" 2x 2x 0.044 2x3 8'-0" 7'-8" 7'-5" 7-1" 6-9" 6-6" 6-3" 6'-1" 5'-11" 5'78" 2x 3x 0.045 2x3 la -10" 10'-3' 9'-9" 9'-3" 8'-11" 8'-6" 8'-3" 7-11" 7'-8" 7'-6- "2x 2 x4x 0.050 2x3 14'-3" 13-5" 12'-9" 12-7' 11`-8" 11'-3" 10'-10" 10'-6" 10'-T 9' -IT 2x 4X0.044X0.100SMB 2x3 16-7' 15'-7' 15-a' 14'-T 14'-7' 13-9" 13'-4" 17-10" 17-5" 17-1" 2 x 5 x 0.050 x 0. 116 SMB 2x3 19'-11" 19'-2' 18'-6" 1T-11" 1T-5' 16-10" 16-T 15-8" 15-7' 14'-9" 2X6x0.050X0.120SMB 2x4 23-3' 22'-5' 21'-6" 2G - 7-1 19'-8" 18'-11" 18'-3' 17-8" 17-1" 16-7' 2x 7 x00.055x0.120SMB 2x4 26-5' 25'-0" 23-9" 27-8' 21'-9" 20'-11" 20'-7' 19'-b" 18'-11" 18'-4" 2XBX0.072X0.224SMB 2x4 37-8" 31'-6" 30'-5' 29'-6" 28'-T' 27-6" 26-7' 25-8" 24'-11" 24'-7' 2 x 9 x 0.072 x 0.224 SMB 2x5 35-11" 34-T' 33-1" 31'-T' 30'-3' 29'-7' 28'-1" 27-7' 26'-4" 25-T' 2 x 9 x 0.082 x0.306 SMB 2x5 38'-1" 36-9" 35'-6" 34'-b" 33-6" 37-8" 31'-8" 30'-7 29'-8" 28'-10" 2x10x0.092x0.374SM8 2x6 44'-4" 1 47-9" 1 41'-4" 40'-2' 39'-1" 38'-1" 37-7 36'-5' 35-4" 34-3' 2x 2x0.044 SNAP 2x3 8'-11" 8'•7" 8'-3" 8'-0" 7-9" 7-7" 7'-5" 7'-3" 7'-1" 6-i1" 2X3X0.045SNAP 2x3 17-1" 11'-T 11'-2' 110'-10" 10'-7' 1 G - YJ 10' - Tj 9'-8" 1 9'-4" 9'-1" 2X 4X0.045 SNAP 2x3 1 15-3' 14 - Tj 14'-T 13'-9' 13-2- 17-8" 17-7' 11'-9" 11'-5" 11'-1" Allowable Spans or Primary Wall Members 120 mph, Exposure B Column \ S acin 2x2x0.044 4'-0" 7-6" 4'-6" 7-7' 5'-0" 6'-10" 5'-6" 6'-6" 6'-0" 6'-3" 6'-6" 6'-0" 7'-0" 6-9" 7'-6" 5'-7" 8'-0" 5'-5" 8'-6" 5'-3" 9'-0" 5'-1" 2 x 3 x0.045 10'-0" 9'-5" 8'-11" 8'-6" 8'-2" 7'-10" 7'-7" 7'-3" 7'-1" 6'-10" 6'-8" 2 x 4 x0.050 13'-2" 12'-5" 11'-9" 11'-3" 10'-9" 10'-4" 9'-11" 9'-7" 9'-4" 9'-0" 8'-9" 2 x 4 x 0.044 x 0. 100 SMB 15'-4' 14'-9" 14'-3" 13'-9" 13'-2" 12'-8" 12'-3" 11' -IT il'-5" 11'-1" 10'-9" 2 x 5 x 0.050 x 0. 116 SMB 18'-11" 18'-2" 17'-6" i6'-10" 16'-1" 15'-b" 14'-11" 14'-5" 13'-11" 13'-6" 13'-2" 2 x 6 x 0.050 x 0. 120 SMB 22'-1" 21'-0" 19'-11" 19'-0" 18'-2" 17-5" 16- 1 Tj 16-3" 15-9" 15-3" 14'-10" 2 x 7 x 0.055 x 0. 120 SMB 24'-7" 23-2" 22'-0" 21'-0" 20'-1" 19'-4" 18'-7" 18'-0" 17'-5" 16'-11" 16'-5" 2 x 8 x 0.072 x 0.224 SMB 30'-0" 30'-0" 29'-1" 27'-9" 26'-7" 25'-7" 24'-7" 23'-9" 23'-0" 22'-4" 21'-9" 2 x 9 x 0.072 x 0.224 SMB 30'-0" 30'-0" 30'-0" 29'-5" 28'-2" 27'-1" 26'-1" 25'-2" 24'-5' 23'-8" 23'-0" 2 x 9 x 0.082 x 0.306 SMB 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 29'-5" 28'-5" 27'-7" 26'-9" 26'-0" 2 x 10 x 0.092 x 0.374 SMB 30'- 0" 30'- 0" 30'- 0" 30'- 0" 30'- 0" 30' - 0" 30'- 0" 30'- 0" 30'- 0" 30'- 0" 30'- 0" 2X2x0.044SNA P 8'-5" 8'-1" 1 7-10" 7'-7" 7-4" 7-2" 7'-0" 6' -IT 6'-8" 6'-5" 6-3- 2x3 x0.045 SNAP 1 11'-5" 11'-0" 1 10'-7" 10'-3" 7-11" 9'-6" 9'-7' 8'-1T 8'-7" 8--4" 8'-1" 2 x 4 x 0.045 SNAP 1 14'-5" 13-10" 13-3" 1 12'-7' 12'-1" 11'-7" 11'-2" 10'-10" 10'-5" 10'-2" 9'-10" Span Notes: 1. The allowable spans for primary roof members may be multiplied by a factor of 1.1 for mansard or gable style primary roof members. 2. L/W shall be less than or equal to 1 (one) where L is the length of the structure perpendicular to the existing host structure and W is the width of the structure parallel to the existing host structure. See roof bracing detail for illustration. If L/W exceeds 1 (one), then the dllowable primary wall spans shall be multiplied by a factor of 0.9. 3. Interpolation between values In all tables is permitted. Primary Member . (Roof c Secondary Mefnber 2 Secondary Member 1 AI able S n Secondary Member D3 D2 TDI Note: Use Trib Width of Secondary Member in the Allowable Span Tables for Secondary Members to find the allowable length of the secondary member. For Example, Trib Width for Member 1 = (D1 + D2) / 2 Trib Width for Member 2 = (D2 + 133) / 2 (A) - #10 x 3/4" SMS fastening angle to beam each side (one Inch minimum spacing) (typ 2 locations) Primary Beam (sloped or horizontal)-, 7' x 7' X 0.12S' angle) each side of beam Existing Host Structure (masonry or wood) 1"x 7 attached to host with (1) concrete screw or lag screw within 6" of beam and 0 24" o.c. max between beams 1/2" min. (typ top & bottom) (B) -1 /,V0 concrete screw anchor with 1-3/4" embedment into masonry (1-1/4" min spacing (B) -1/4!'0 x Vag screws Into wood (1" minimum spacing) (typ 2 locations) mmm Trlb Width m0a Purlin 4' - 0" 000 6' - 0" 7' • 0" 000 9' - 0" 9._ 0" 000 7' - 8" 2 x 2 x 0.055 000 9' - 0" 91- 0" 000 ChannelorAngle Connection 9' - 0" moo 9-0.- 0" Pudin 2 x 2 x 0.044 I BEAM TO HOST CONNECTION Allowable Spans for Secondary Roof Members (All Wind, Exp. B) Screw Boss Connect ion Trlb Width Purlin 4' - 0" 5' - 0" 6' - 0" 7' • 0" 2 x 2 x 0.044 9' - 0" 9._ 0" 8' - 4" 7' - 8" 2 x 2 x 0.055 9' - 0" 9' - 0" 91- 0" 1 8'- 2" ChannelorAngle Connection 9' - 0" Trib Width 9-0.- 0" Pudin 2 x 2 x 0.044 4' - 0" 8' - 0" 5' - 0" 7' - 5" 6' . 0" 6' - 9" 7' - 0" 6' - 3" 2 x 2 x 0.055 .8' - 7" 8' - 0" 7' - 6" 7' - 0" 2x3x0.045 9'-0" 9'-0" 8'-11" 5' - 9" Allowable Spans for Secondary Wall Members (120 mph, Exp. B) Screw Boss Connection Trib Width G Irt/C h a Ir Roll 4' . 0" 5' - 0" 6' . 0" 7' - 0" 2 x 2 x 0.044 9' - 0" S' - 4" 7' - 7" 7' - I " 2 x 2 x 0.055 9' - 0" 9' • 0" 8' - 9" 1 8'- 2" 2 x 3 x 0.045 9' - 0" 9' - 0" 9-0.- 0" 9 -0 ChannelorAngleConnection Trlb Width G Irt/C h a Ir Rail 4' • 0" 5' - 0" 6' - 0" 7' - 0" 2 x 2 x 0.044 7' - 6" 6' - 10 6' - 3" 5' - 9" 2 x 2 x 0.055 8' - 2" 7' - 7" 7' 1 " 6' - 8" 2x3x0.045 9'-0" 8'-11" 8'-2" 0.050" H -Channel Horizc or Gusset Pfates7 /-Beam • • Beam Knee Brace Lengt ength (see K"eeF'a`ro ie9 Allowable Span Table) Detail Table) 2" x 2'x 0.0625' (min) receiving channel-\ (2) rows of (3) # 12 x 3/4" SMS onnecting riser wall to gutter 4'x 0.050" strop 0 each beam w/ (4) # 12 x 3/4" SMS [7' x 0.050 strap between beams w/ (2) #12 x 3/4" SMS] BraceKnee Detail .. P •= 1 ' 1 1 �dll.. Notes: 1. Max Knee Brace Length is 4 feet. 2. Knee Brace length may be added to allowable beam span for horizontal roof members only. & If the distance from the top of the gutter to the bottom of the knee brace Ls less than 6", use the primary column table to size riser wall otherwise use minimum size listed in the Minimum Riser Wall Table. KNEE BRACE CONNECTION Maximum distance between secondary Coastal Craftsmen Aluminum Suncoast Structural Engineering, Inc. (C.O.A. #00008525) members (roof and wail) shall not 4268 Seaboard Rd Orlando, FL 32808 36181 East Lake Road #258 Palm Harbor, FL 34685 (727)773-1269 exceed 7 feet. (407) 298-0096 ssef123®yahoo.com 0v wrnnU ono eernw1ne0v ueu0e0e 7'x 7' fastened to beam with (2) # 10 x i -1 /7' SMS 1"x 7' fastened to column with (2) # 10 x 1-1 /7' SMS flox x 1-1 /7' SMS -24" o.c. fastening the 7'x7'tothe 1"x7' (6) # 12 x 3/4" SMS each side fastening beam to column Riser Wall -(See Minimum Riser Wall Table and Note 3. for size) #110 x 3/4" SMS each side (typ (4) locations each end of brace) (see Knee Brace Detail Table) # 10 x 7screws 0 17o.c. �max and (4) 0 each beam shap and (2) ® each mid -strap Ming Host Struc Gutter (5" or 71 Minimum Riser Wall Table ONE PERMIT ONLY NOT VAUD WITHOUT RAISED SEAL Wendy Grace BmsesE P.E. #`53983 120 mph, Exp B Date: 3/5/03 Page 2 of 2 ONE PERMIT ONLY NOT VAUD WITHOUT RAISED SEAL Wendy Grace BmsesE P.E. #`53983 120 mph, Exp B Date: 3/5/03 Page 2 of 2 &7Z MARYM. I WS€ _'j CLEW OF CIRCUIT CWRT SENW :E CfkWV BK 05904 PG 09AS CL E RWI S 111 2005158719 RE'WRI)ED 09115/21M 11:24:11 PA REC RI)IN8 FtES 10.kX) REI 3WDLD BY t holden Permit No— Tac Parcel Number NOTICE OF COMMENCEMENT u$r� State of F� Prepared By: Byron Maddox £ar Signature Pools Co�rnty . / 2318 Homewood Dr., 0rW do, n 32809 The UNDERSIGNED hearebyr .91VO m notice that inmprovement will be made to certain ria proporty, and in aceardanc* with Chapter 713, Florida Statutes, the following inlonna$iorm is provided °n this Notices of Commencement i. Q�r3Cr7pllt3t7tlf Perperry , L'/k�l ��I % /�� l C�'1<-�l �l /7 C� (Legal e9easestpiEolt artt� �roparty. a� terasat �krrem� li avm�E�ea) �. y 2. C3enemi de,>ioription of imprwmme nt: -POOL cre(osc c(2, - — CERTIFIED COPY; MARYANNE MORSE l rov r r1 . ^'-!T rmIPT 3. Owner Information: SEMINO V U a_ Narne and add,re ss _ (�U� lriallr%l I`� !//` _ i �J"f f 41 �O (�53 DEi CLERK b. iniareastt In property St 8� 0 I a. Name and a+ddrt s of fare simple titleholder trier than omamer) / 4. Gortlra cmr: (Barr and a$ddr+Emest3) tet 8— 7 , /hei7 a, Phormea number 5_ Surety'. a. Name and addruse b. Phone numti6r { t Fax qumb*r (.. _ _ _j c. Amount of bond $ � a. Leander: tame and address a. Phone number( j !`am; nurn T. Persona within the ate of f:lorida dehsigmated by Owner upon whom tmotice s ear lather duauments may be served as provided by Section 713,13(4Ha )7., Florida. Statutes: a. Names and addr b. Phone number G. In atdditiion to himself, Owner deniglnates provided in Section 713.13(' )ft Florida Stsft teas. 4f roceeiwe a copy of the Lle3encr's NotIcs as a. Phone nurnbi rFara nurnbert ,I, 9. Expiration date of Notice of Commencement (the euplin tion slate 4 9 year from the date of recording unless a different date is specified) 51 tore of Owner Print Names of Owner STATE OF FLORIDA COUNTY +OF Lai22PnUL Affir lmed and eelhSCMbed before she titre � day ofS�4rn � -t9 �)� by �� eG o L S� (I , mala Is peanally mown to me or who has Iprodured (type of ID) as Identification, rv° • •• " "• .............. ,`° �Rr Po"� CC1ttl+nli�i QQ2 �� 3•?4�i9 Expir08 SV/20M .� Rend d "Vu 5 i9mtufe of "aryPubelc shale of Fkkrida Prlyd, Ty� cx 1farii�•R1�t1rE�crr •.:.e Rkda rW Sall