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HomeMy WebLinkAbout255 Magnolia Park Trl (3)06/25/2803 15:31 497-85E1-SE71 SIGNAT;�RE POOLS 01 RECEIVED � CITY OF BANFORD PERMIT APPLICATi ON Permit # : ""j - -35Ai nate• [ "� l 1 JUN 2 z zooq Job Address: /7 �/-� / >�2(� �c Description of Work: vL �C.?SL _�I7 C—W574'? (. Nlstorle District: 7,o: ties: _ Vatne of Work: Permit Type: Building Electrical - Mechanical _ _ Plumbing _ -__ Fi;'e Sprinkler/Alarm Pool Electrical: New Service -# of AMPS _ - Addition/Alteration Change of Service Temporhiy Pole Meehimleal: Residential Non-Reskk ritial Replacement _— New (Dust Layout & Energy Clic, Required) PlurtlDiag/ New Comtmerelai; # of Fixtures , # of Water ll: Sewer Lines # ofOas Lines PlumMag/New Residential: # of Water Qo tate Plumblag Repair- Residential or Commercial i_ Occupancy Type: Residential Carr tmrcial Industrial — Total Square Footage: 1251-,- Conatrucdoa Type: # of s"ria : # of Dwelling Units: Flood Zone (FEMA form requlred tier other than X) Parcel 0: 4 9_ e7- • t� ��_—� (Attach Proo+'of Ownershlp do Legal I)aseription) Owners Name & Address:i'�i9I Lt t� dLcA�GL L_ �A� photo: - Crli eter Na a;& Address: ( () j i ��Af+ State License N umber: Phone & Fax:�-- ivy /. c() 4 l� Contact Paras: �- —Phone: Bonding Company:_ -- Address. Mortgage Lender: --- Address: ArchitactIT.Vi eer: .4,� — Phone: Address: Fax: Application is hereby made to obtain perrrdt todit the work and installations as indicated. I certify that no work or installation boo commenced prior to the issuanoe of a permit and that all work will be perfo rmed to moot stantlerda of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMDING3 SIGNS, WELLS, POOLS, FURNACES, BOILERS, HBATERS, TANKS, and AIR CONDITIONERS, ate. Q-%XNSR'S AFFIDAVIT* AVIT: I certify that all offt fe ragoing intbr ation is accurate and that all work will be done in compliance with all applicable laws regulating construedon and zoning. WARNING TOOWNBL:: YOUR FAILURE TO RECORD A NOTICE OF CO?V,:M8NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR M PROVEMBNTS TO YOUR PRO FERTY. IF YOU INTEND TO OBTAIN FWANCINCf, CONSULT WTTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO [ICE OF COMMENCS&NT, M017 M-: In addition to the requirements of this pe rmit, these rray be additional restrictions applicable to this property that may be found in the public, records of this county, and there maybe additional its re iuired from"other governmental entities such as water tm,nagement districts, state agencies, or tbderai agencies, ys...............� Aoeeptance Y is f n t will notl y the owner f t pt+EYty2sftile require nts of F:orc a Lien taw,. S 793• : ; 06 g� ;I C : —4- �J � � : Z V ' O S ureofO er//Sgsent� e x? Signatore of C ;actor t _ Date .tr o jJo z. t /A tnt'e :0 in, on orl .gent' t0• •Z C. s� O: C: D to S gnaturcof Notary -State of Fkrrtda Si azure of Notary -State of Florida Dateds u a :u Owner, Agent is _Per onalty Know . to Me or -, o,.: Contractor/Agent a --_ Personally Known to Me or — Produced 1D—� _ Pmduccd ID ••�• ••....w .�..-_.� q,,..,.............Y _. APPLiCAT10N APPROV61) BY: Dldgc�2"i Zortfng: Utilities: _ FD: i -&i --,D ate) (InNal & Date) (Initial & Date) Ilttitial & Data Special Conditions; WG -4-2@03 12:13 FROM: MAGNOLIA PART; 076882199 � �. � 1J7CJOJJ�71 •, vtbu If IWIV; tAo rionmanwi I.OT 85, WAGNOUA PARK. AS RECORDED IN PLAT BOOK 63, PLACES 54-59, OF THE PUSUC RECORDS OF b4WINOLE COUNTY, FLORIDA. LOW 95 MrAW9 p31 SWAM MET :4 TNI$ STIIIUCTUX COMTAINS 2762 SQUARE rrrT t In HQUIR 771 ww-'w*- T OFFICE `°' °. BUILDING SETBACKS FRONT: 25' REAR,. 20, SLOE: w CORNEA: is, 01111EPAREb ROA: .OL O.R. MORTON I. ELEVATIONS SMOAMM ARE FOR LOT GRAWNG PLANS PROVIDW oY THE GUgNt T45 KoT " Is INTta10R0 ►oR KRO TINo RAtrom ow.T. TA♦is Is NOT INS Fa TNK CONxvgcT10N Of rAK PROPOM NO SL. PAM TO HCAJU AND OPUC* L16T �dt C�bN3lrrucBOM. ALL WL0610 SCR RACM LWES, *4001 NEREON IS PEA DATA FURNINU BY CLIENT AND 18 FOR INRONMATIOMAL IRMPOW vl THIS IS NOT A SURVEY THIS IS A PLAT PLAN ONLY I NAVA: ftAWWD TNt KAM �hwwTV ►AIACL Na IMIS W45 L DAM 4/I7/S8, AMD rQfW TW K"CT WOMITT AWCARS TO LIF W Ism A. AKA VArAN IM 100 VW nM* KAIM.p p� AMY M A ACT LNC LOCAL f LCR AOM, o11 T jumsm '. T r�rr APOAOv0 It ,&..�.,..,_ .108 No, ASM44733 • nLar PLMI 6/u104 JAL ouvm At MnL hOr okm 4lA&A4 JA .'—Joe EMIT LOT 86 i 05 i39 ?sJ'LANS REVIEWED oITY OF, SANFOI/ Axa a t. • a �u / �T + ILd 1 Sao �V .ij v I ,, , !+� )10 ,� 1�� or I 01113"T 910 fty M P9 a 1. THE OURV"M 14M NOT AS A@M TN£ LAND IHM NVIM 000 M RIOMT Or WAY. Ai/TRiV1018 OR RECORD VAW1 S. NO UAV (A1A�pM�tCTp1�N�Trp�MMuR CNTS wwE KEN I NOt VVAUD M11NOiJT ALL i�ig AND IME OAONAL RAI>{t0 KAL OF A F=DA UCV40 SAVOW Aw UA~. 11 f7I. „ i 0% i., TAA ITAA 'A IIATWATT IT n nnnn AIA IAL TILT i1TOTT ►TAT LAAA IAA /r1A LEC =ND Rum sHAw UK, ra yyyNr/r���4�1yYqr�,i�pu�wpD�Mr .OL �OMIr 0r 4Mi r N*4T a MAT um n101�4 0 VAVA%W I�N�OC ��� NNrA �► TMO►oYta 110104"VIM'" �r�slfrA0L11MM �� dArelCl[ AN La m • U" SAM AIu� ra41 a RZ tel► w �Barr fol OYgRi OfWAY OA1�W Guamcmus oh Lp cm I w6na T� lzcw 1. THE OURV"M 14M NOT AS A@M TN£ LAND IHM NVIM 000 M RIOMT Or WAY. Ai/TRiV1018 OR RECORD VAW1 S. NO UAV (A1A�pM�tCTp1�N�Trp�MMuR CNTS wwE KEN I NOt VVAUD M11NOiJT ALL i�ig AND IME OAONAL RAI>{t0 KAL OF A F=DA UCV40 SAVOW Aw UA~. 11 f7I. „ i 0% i., TAA ITAA 'A IIATWATT IT n nnnn AIA IAL TILT i1TOTT ►TAT LAAA IAA /r1A MAGNOLIA PK. i 1 I NORTH S. SAITTOItD AVE S. 427 i 28 101 17-92 OS 87 318 C 85 5/16 ;.gam,. MCD 109 3/8 OVER DOOR 34,3181 94 3/8 ` C � a @TOF x —N, c- 20' 20' l�� M 18'PC 41 L02 it 85 5i16 526 x z w M d j 47 j L03 C 85 5/16 S" gJPER GJ �L04 C 85 Si�6 CUT 83 V2 � 845116 1 r 113 112 w N n CUT c� @TOP BR ACESS 35 x 95 g 110 10 @ 2X<X 34 D.J.CUT 94 2 PCS (2X4) 26 M c 87 9(16 . U 18' ; (2X41 3 PCS 0.X4) 6-1 Ti I2 T3 T4 D.J.CUT 94 718 20 5" SUFER GUT-vER (lu 35 7/8 z, i 2 PCS (2-X4) 30' 44 IN. FEET 18 PC i2X23 10 PC L`Y0 24 24` DOW�iSPOCTTS Fl /CUT 879116 �I CL} � 845116 I 12X4) 6 "B" ELBONVS 361/4 83 5116' 961/4 ' 113 314 CUT :r 291/8 89ll3l 106./8 INSET T —0 \l 29S/81 895181 106 5i8 —N, c- 20' 20' l�� M 18'PC 41 L02 it 85 5i16 526 x z w M d j 47 j L03 C 85 5/16 S" gJPER GJ �L04 C 85 Si�6 CUT 83 V2 � 845116 1 r 113 112 w N n CUT c� 879116 845116 1 83 1fZ 113 112 CL3`� CUT t CUT � CUT x @TOP BR ACESS 110 3/8 g 20' 10 @ 2X<X 34 x ; f_ 2 PCS (2X4) 26 CABLES c 87 9(16 . U 18' ; STACK 3 PCS 0.X4) 6-1 Ti I2 T3 T4 ~ 2 PCS (2x+ 20 5" SUFER GUT-vER (lu o z, i 2 PCS (2-X4) 30' 44 IN. FEET 18 PC i2X23 10 PC L`Y0 24 24` DOW�iSPOCTTS Fl /CUT 879116 �I CL} � 845116 � �u � 83112 `'1 831/ 2. UJI 1101/8 IJ. 31 113 112 96 U2 ( 36 V2 95 L'$ 35 318 @TOP BR ACESS 110 3/8 5 P t2jc) 20' 10 @ 2X<X 34 x ; 18 2 PCS (2X4) 26 CABLES c 87 9(16 . 1 PCS (25.4) 18' 4 4 lar 3 PCS 0.X4) 24 2 C 16 h y I ~ 2 PCS (2x+ 20 5" SUFER GUT-vER _ o z, i 2 PCS (2-X4) 30' 44 IN. FEET 18 PC i2X23 10 PC L`Y0 24 24` DOW�iSPOCTTS Fl x 2@ 9 2. DOORS 6 "B" ELBONVS 83 5116' 2 D.J. CUT :r 1 J16 INSET T —0 4 83112 845/16 CUT CUT 00 E2 x F3 83 5116 93, 5/16 CUT x T 4 93 112 84 5116 CUT T5 Cry 84 5A6 9 84 5116 5^ SiJPER GUTTER� a 1 �FASCIA DET_ 28 L06 C 87 318 OS "BBB" 3 x MC14 k - UL CUT :3 N 24 P ; r4` rs F5 ax F4 83 5/16 83 5/1'6 — I L CUTx ! C`1 tiO { 68318 i� /MI 14 15116 8 7.18 .k i9, 78 x 37 9-1,16_ 7. mc+ 1101/8 IJ. 31 113 112 96 U2 ( 36 V2 95 L'$ 35 318 @TOP 110 3/8 95 3/8 353/8 1L 3/8 94 318 D.J.CUT � x if 96 5/8 164 518 ri x h y I r 94 718 D.3.CUT 135 7/8 z, J I�� ux<a mc+ 113 112 96 U2 ( 36 V2 x E � 12X J � 113 Si8 96 5/8 164 518 ri 14 z, J I�� ux<a 06102(05 SIGNATURE FOOLS BROSIUS 255 �GNOjJA PART. TR. SA�TFORD, TLORIDA 32771 '&LkGNOLJA PARK SUM. 903 Sly. ET. WALK 851 Sid. FT. ROOF 7755 SQ. FT. TOTAL SUNCOAST EINGLNEEP NG Exterr,.�► jr Receiving Channel (4) # 10 x 1-1 /7' SMS Internal Channe=0625'min thickness) onto screw bosses Purlin (typ each end) or Girt (2) # 12 x 3/4" SMS 1 (1) # 12 x 3/4" SMS (typ each end) L (typ each side, Ll SMB, Snap or each end) Hollow Section z B or Snap Section Receiving Channel Connection Screw Boss Connection 4" x 0.050" strap ® 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 ® 17' o.c. max and (4) ® each beam strap and (2) ® each mld-stra \ �-6dsting Host Structure 7' x 7 fastened with (2) # 10 x 7' SMS FSuper Gutter into screw bosses (5' or 7') (4) # 12 x 3/4" SMS (typ each 7'x 7' x 0.0625' (min) onnection each side) [Use (6) # 12 receiving channel x 3/4" SMS for 2x8, 2x9, & 2x10 Beam)] BEAM - TO - GUTTER CONNECTION FOOTING DETAILS (4) # 10 x 3/4" SMS fastening secondary angle to column (typ each side) (B) -114'0 x 2-1 /4" Concrete Screw Anchor into secondary angle (typ each side) (See Table below for quantity) Anchor Spa'C' (min) (typ) 4" (min) 7' 1-#5 2-#40 OR 3-#30 rba OR (min.) c with 3" min. cover 7x 7x 0.125' angle 0.5' (min}(typ) (2) #10 x 3/4" SMS (typ top and side) 4" (min) 1 /8" dla. Stainless 450±50 edge Steel Cable thickness 3/8' Welded Stainless Steel Eye Bolt Side View 1" 7'min 0(min)washer 7(min) beneath nut 1 25" x 0.125' plate (min 6063-T6 aluminum) 7' (min) Top View CABLE CONNECTION 3/�8'0�x 2.3/4p" Concrete One cable shall be used at each end of the frontwbI forte each�200 sq. ft. of total sidewall area for frontwall not attached to existing structure. Similarly, one cable shall be used on each sidewall for each 400 sq. ft. of frontwall area for sidewalks not attached to existing structure. Beam (sloped or horizontal) (6) #10x3/4"S MS 0 0 each side fastening beam to column Note: Straps and accompanying screws not required for horaontal beams. BEAM - TO- COLUMN CONNECTION Secondary angle (min 0.125'thick) Existing Primary 7'x 7' x 0.125' angle Prlmarl -Column Beam (2) #10 x 3/4" SMS fastening column (Not required for members smaller than 2x9) to primary angle (typ each side) 7 max -1" x 7' Base Member (typ each side) (typ) 1/4" 0 x 2-1 /4" concrete screw ani into primary angle and 0 24" o.c. between columns (typ each side) Primary Sidewall Min 1. Number of anchors is each side and does not Include the Column Column Spa anchor Into the 1x2. Min MaxV" 2, For Primary Column base connection, use the larger of the Dim Beam B B M) beam and the column size in the table. For Side Wall Column "A" Column base connection, use the column stze in the table. 4" 2x4 1 1 0 1.5 13. A 4" nominal slab shall be allowed when the distance from 4' 2x5 1 0 1.5 the edge of the deck to the pool shell equals or exceeds 6 ft. 8" 1 2x7 1 0 2,0 4. Concrete screws shall be of sufficient length to allow 1-3/4" 8" 2x8 1 1 2.0min. embedment Into concrete slab for pavers. 17-1 2x9 2 1 1.5 5. Concrete screw anchor designs are based on Rawl Tapper 17' 1 2x10 2 1 2.0 technical data with on ultimate tension capacity of 2045 Ib. 6. Minimum 28 -day concrete strength shall be 2500 psi. Minimum Grade 40 reinforcement. 7. Minimum slab reinforcement is 6x6 welded wire fabric or synthetic fiber reinforcement. 8. The building department may require a thicker slab edge for erosion. Puriin z, x z, tovenea to beam with (2) #10 x 1-1 /2" SMS 1" x 7' fastened to column with (2) # 10 x 1-1 /7' SMS # 10 x 1-1 /7SMS ®24" o.c. fastening the 2x2 to the 1x2 1"x 2" fastened to column with 1-7/8' x 0.0625' plate (4) #10x 1-1 /7' SMS into screw (typ top bot) bosses for SMB or SNAP column (Option: Use 7x angle clip (1) row of (6) # 12 x 1 " screws with (1) # 12 SMS into column and ® 1" spacing (typ 4 locations (1) # 12 SMS into V x 7for hollow olumn or Riser Wall Post section column) (2)-#10X3"SM: (typ each end) Detail C 2x2 Roof Bracey See Detail C Notes: 1. Use roof bracing patten 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 stricture (.e. screen enclosures within an "Cor "U" shape of an existing structure). Purrn 7'x 7' Edge Beam Receiving Channel (2) # 10 x 3" SMS into (0.0625" min thickness) screw bosses connecting edge beam to purlin • • #10 x 1-1/7' SMS @ 24" o.c. fastening the 2 # 12 x 3/4"SMS • 1"x7'tothe7 x7' ( ) at each connection J1 Column n _ 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 for free-standing structures. 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 carrying 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). Coastal Craftsmen Aluminum Suncoast Structural Engineering, Inc. (C.OA. #00008525) 4268 Seaboard Rd Orlando, FL 32808 36181 East Lake Road #258 Palm Harbor, FL 34685 407 298-0096 (727)773-1269 sse1123®yahoo.com ONE PERMIT ONLY NOT VALID WITHOUT RAISED SEAL Wendy Grace Bruseski P.E. # 53983 120 mph, Exp, B Date: 3/5/03 Pagel of 2 7'x 0,062S' plate for 2x9 [7'x 0.125' plate for 2x10] (typ top & bot) (Not required for members smaller than 2x9) (1) row of (6) # 12 x 1" screws for 2x9 [(1) row of (8) #12x 1" screws for 2x10]0 1" spacing 7.S' min (typ) (typ 4 locations) (9.5' min for 2x10(typ)] "B" # 12 x 3/4" screws (typ 4 locations) See • • • • Screw Detail Table ,.N .. • • Beam • "B" "N" 1" (min) • • • • • 2x4 6 0• 2-1 /7 2x5 8 1 (min) 0.0625' (min) 2x7 " min 0 2 1(min) web plate (all members) 2x8 14 4 (typ) 2x9 2x10 14 4 14 4 TYPICAL SPLICE CONNECTION fastening the 2x2 to the 1x2 1"x 2" fastened to column with 1-7/8' x 0.0625' plate (4) #10x 1-1 /7' SMS into screw (typ top bot) bosses for SMB or SNAP column (Option: Use 7x angle clip (1) row of (6) # 12 x 1 " screws with (1) # 12 SMS into column and ® 1" spacing (typ 4 locations (1) # 12 SMS into V x 7for hollow olumn or Riser Wall Post section column) (2)-#10X3"SM: (typ each end) Detail C 2x2 Roof Bracey See Detail C Notes: 1. Use roof bracing patten 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 stricture (.e. screen enclosures within an "Cor "U" shape of an existing structure). Purrn 7'x 7' Edge Beam Receiving Channel (2) # 10 x 3" SMS into (0.0625" min thickness) screw bosses connecting edge beam to purlin • • #10 x 1-1/7' SMS @ 24" o.c. fastening the 2 # 12 x 3/4"SMS • 1"x7'tothe7 x7' ( ) at each connection J1 Column n _ 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 for free-standing structures. 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 carrying 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). Coastal Craftsmen Aluminum Suncoast Structural Engineering, Inc. (C.OA. #00008525) 4268 Seaboard Rd Orlando, FL 32808 36181 East Lake Road #258 Palm Harbor, FL 34685 407 298-0096 (727)773-1269 sse1123®yahoo.com ONE PERMIT ONLY NOT VALID WITHOUT RAISED SEAL Wendy Grace Bruseski P.E. # 53983 120 mph, Exp, B Date: 3/5/03 Pagel of 2 "^ Allow'able Spans for Primary Roof Members (AII Wind Zones, Exposure B) Beam \ Spajjn_g Nn Coll 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7-6" 8'-0" 8'-6" 9-0" 2x2x0.044 2x3 8'-0" 7'-8" T-5" T-1" 6'-9" 6-6" 6'-3" 6-1" S-11" 5'-8" 2x 3x 0.045 2x3 10-10" 10'-3" 9'-9" 9'-3" 8' i1" 8'-6" 8'-3" T-11" T-8" T-6" 2x 4x 0.050 2x3 14-3' 13-5' 17-9" 17-7' 11'-8' 11'-3' 10'-10" 10-6" 10-2' 9'-10' 2x4x0.044x0.100SMB 2x3 16-7' I5 -T' 15-0' 14-7' 14'-2' 13-9" 13-4" 17-10" 12-5' 17-1" 2x5x0.050x0.116SM8 2x3 19'-11" 19'-2' 1 18'-6" 17-11" 17-S' 16-10" 16-2' 15-8" 15-2' 14-9" 2 x 6 x 0.050 x 0.120 SMB 2x4 23-3' 27-5' 21'-6" 20-T' 19'-8' 18'-11" 18'-3' 17-8" 1T-1" 16-7- 6-T'2x7x0.055x0.120SMB 2x 7 x 0.055 x0.120SM13 2x4 26-S' 25-0' 23-9" 22'-8' 21'-9" 20-11" 20-2' 19'-6" 18'-i1" 16-4" 2 x 8 x 0.072 x 0.224 SMB 2x4 37-8' 31'-6" W-5' 29'-6" 28'-T' 2T-6" 26-7' 25-8' 24'-11" 24'-2' 2 x 9 x 0.072 x 0.224 SMB 2x5 35-11" 34'-T' 33-1" 31'-T' 30-3' 29'-2' 26-1" 27-2' 26-4" 25-T' 2X9x0.082X0.306SMB 2x5 38'-1" 36-9" 35-6" 34'-6" 33-6" 32-8' 31'-8" 30-T' 29'-8' 28'-10' 2 x 10 x 0.092 x 0.374 SMB 2x6 44'-4" 42-9' 41'-4" 40-2' 39'-1" 38'-1" 3T-2' 36-5' 35-4" 34'-3 2x 2x 0.044 SNAP 2x3 8'-11" 8'-7" 8'-3" 8'-0" 7-9" 7-7" 7-5" 7-3" 7-4" 7-2" 2x 3x0.045 SNAP 2x3 12-1" 11'-7 11'-2' 10-10" 10'-T' I '- "I 10'-0' 9'-8" 10'-3" 9' -ll" 2x 4x0.045 SNAP 2x3 15'-3' 14'-8' 14'-2' 13'-9" 13'-7'_17-9' 14'-5" 13'-10 13' 3" 12-2' 11'-9" 11'-T' 11'-2' 10'-10" 10'-5" Allowable Spans for Primary wall Memoers I l2U mph, Dqxosure of Column \ Spa 4' . 0" 4' .6" 5' - Y' 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7 - 6" i 8' - 0" 8' . 6" 9' - a' 2x 2x0.044 7-6" T-2" 6'-10" 6'-6" 6'-3" 6'-0" 5'-9" 5'-7' 5'-5" 5'-3" 5'-1" 2x3x0.045 10'-0" 9'-5" 8'-11" 8'-6" 8'-2" 7'-10" 7'-T' T-3" 7'-1" 6'-10" 6-8-- '-8" 2x4x0.050 2 13'-2" 12'-5" 11'-9" 11'-3" 10'-9" 10'-4" 9'-11" 9'-T' 9'-4" 9'-0" 8'-9" 2x4x0.044x0.100SMB 15'-4" 14'-9" 14'-3" 13'-9" 13'-2" 12'-8" 12'-3" 11'-10" 11'-5" 11'-1" 10'-9" 2 x 5 x 0.050 x 0. 116 SMB 18'-11" 18'-2' 17'-6" 16'-10" 16'-1" 15'-6" 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" IT -0" 18'-2" 17'-5" 16'-10" 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'-T' 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'-T' 24'-7' 23'-9" 23'-0" 22'-4" 21'-9" 2x9x0.072x0.224SMB 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" 2 x 2 x 0.044 SN A P 8'-5" 8'-1" 7'-10' 7'-7" 7-4" 7-2" T-0" 6'-10" 6-8" 6-5" 6'-3" 2 x 3 x 0.045 SNA P 11'-5" 11'-0"" 10'-7" 10'-3" 9' -ll" 9'-6" 9'-7' 8'-10' 8'-7" 8'-4" 8'-1" •2x4X0.045SNAP 14'-5" 13'-10 13' 3" 12'-7" 12'-1" 11'-T' 11'-2' 10'-10" 10'-5" 10'-2" 19'-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 allowable 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 Member 2 Secondary Member 1 AI able S n Secondary Member Note: Use Trib Width of Secondary Member in D3 the Allowable Span Tables for Secondary Members to find the allowable length of the secondary member. For Example, D2 Trib Width for Member 1 = (D1 + D2) / 2 Trib Width for Member 2 = (D2 + D3) / 2 D1 Maximum distance between secondary members (roof and wall) shall not exceed 7 feet. (A) - #10 x 3/4" SMS fastening angle to beam each side (one Inch minimum spacing) (typ 2 locations) Primary Beam (sloped or horizontal) , 7x7'X0.125'angle each side of beam Existing Host Structure (masonry or wood) 1"x T attached to host with (1) concrete screw or lag screw within 6" of beam and 0 24" o.c. max between beams 1 /T min. (typ top & bottom) (B) - 1 /4" 0 concrete screw anchor with 1-3/4" embedment Into masonry (1-1/4" min spacini (B) -114'0 x 7' lag screws Into wood (1" minimum spacing) (typ 2 locations) I BEAM TO HOST CONNECTION Allowable spans for Seconda Roof Members All Wind, . B Screw Boss Connection Riser Wall H i ht Trib WId th �0© Purlln 4' - 0" 5' - 0" 6' 0" 7' - 0" 2 x 2 x 0.044 9' - 0" 9' - 0" 8' - 4" j 7' - 8- "2x2x0.055 2 x 2 x 0.055 9'-0" 9'-0" 9--0" 1 8'-i0" Channel orAngle Connection 9' - 0" Trib Width 9' -0., Purlln I BEAM TO HOST CONNECTION Allowable spans for Seconda Roof Members All Wind, . B Screw Boss Connection Riser Wall H i ht Trib WId th Beam Size 2x7 2x8 Purlln 4' - 0" 5' - 0" 6' 0" 7' - 0" 2 x 2 x 0.044 9' - 0" 9' - 0" 8' - 4" j 7' - 8- "2x2x0.055 2 x 2 x 0.055 9'-0" 9'-0" 9--0" 1 8'-i0" Channel orAngle Connection 9' - 0" Trib Width 9' -0., Purlln 4' - 0" 5' - 0" 6' 0" 7' 0" 2 x 2 x 0.044 8' -01, 7' - 5" 6' - 9" 6' - 3" 2 x 2 x 0.055 8' - 7" 8' - 0" 7' - 6" 7' - 2" 2x3x0.045 9'-0" 9'-0" 8'-11" Allowable Spans for Secondary Wall Members (120 mph, E)p. B) Screw Boss Connection Riser Wall H i ht Trib Width Beam Size 2x7 2x8 G Irt/C h a It Ra II 4' - 0" 5' - 0" 6' - 0" 7' - 0" 2x2x0.0449'-0" 2x4 8' 4" 7'-7" 7'-I" 2 x 2 x 0.055 9' - 0" 9' -01, 8' - 9" 8-- 2" 2 x 3 x 0.045 9' - 0" 9' -0-- 9' -0., 1 9' - 0" Channel orAngleConnection Trib WIdth G Irt/C h a Ir Ra II 4' - 0" 5' - 0" 6' - 0" 7' - 0" x 2 x 0.044 7' - 6" 6' - 10" 6' - 3.1- "F78'2 8-- 2" 7' - 7" 7' - I" 2 x 3 x 9' - 0" 8-- 1 1 " 8' - 2" 0.050"H -Channel or Gusset Plates • • Beam Knee Brace Lengt Len th (see Knee Brace lee Allowable Detail Table) Span Table) 7'x 2"x 0.062S' (min) receiving channel-\ (2) rows of (3) # 12 x 3/4" SMS onnecting riser wall to gutter 4!'x 0.050" strap 0 each beam w/ (4) # 12 x 3/4" SMS[7' x 0.050 strap between beams w/ (2) #12 x 3/4" SMS] a�•1� +dll • u ®i fr4i'ic36'ti)fiL?i�1© illll�$ l`4l4tt�]����� 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. 3. if the distance from the top of the gutter to the bottom of the knee brace is 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 7x 7' fastened to beam with (2) # 10 x 1-1 /7' SMS 1"x T fastened to column with (2) # 1 o x 1-1 /T SMS Cox 1-1/7'SMS -24" o.c. fastening the TxTtothe 1"x 7 (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 DetaA Table) # 10 x 7' screws 0 1 T o.c. max and (4) 0 each beam �s p and (2) ® each mid -strap L -Existing Host Struc per Gutter (S' or T') Minimum Riser Wail Table Riser Wall H i ht 2x6 Beam Size 2x7 2x8 2x10 5 2x4 2x4 2x5 2x6 2x7 S 6' 2x4 2x4 2x5 2x6 2x7 5 C5 2x4 2x5 2x6 2x7 2x7 2x5 acs 2x7 2x8 Coastal Craftsmen Aluminum SuncoaO Structural Engineering, Inc. (C.OA. #00008525) 4268 Seaboard Rd Orlando, FL 32808 36181 East Lake Road #258 Palm Harbor, FL 34685 (727)773-1269 407) 298-0096 ssei 123®yahoo.com ONE PERMIT ONLY NOT VAUD W; HOUT RAISED SEAL n/ Wendy Grace Bruseski P.E. # 53983 120 mph, Exp B Date: 3/5/03 Page 2 of 2 ! wm 1p"" t. 7t sS.r i Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvin J©i4msoN, CFA, ASIA PROPERTY APPRAISER SEMINOLE COUNTY FL f.9 �`• 1101 E. Fu4st ST SANFORD , ANFORD, FL 32771-1468 y- . 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-507-0000 Number of Buildings: 1 Parcel Id: 0850 Tax District: S1-SANFORD Depreciated Bldg Value: $155,768 BROSIUS JAMES M 00- Depreciated EXFT Value: $0 Owner: Exemptions: & MARY E HOMESTEAD Land Value (Market): $31,000 Address: 255 MAGNOLIA PARK TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $186,768 Property Address: 255 MAGNOLIA PARK TRL SANFORD 32771 Assessed Value (SOH): $186,768 Subdivision Name: MAGNOLIA PARK Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $161,768 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $635 WARRANTY DEED 12/2004 05607 0150 $221,500 Improved 2004 Tax Bill Amount: $635 CORRECTIVE DEED 11/2004 05514 1167 $100 Vacant Save Our Homes (SOH) Savings: $0 WARRANTY DEED 05/2004 05402 0149 $63,000 Vacant 2004 Taxable Value: $31,000 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 85 MAGNOLIA PARK PB 63 PGS 54 - 59 LOT 0 0 1.000 31,000.00 $31,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 12 2,366 3,066 2,366 CB/STUCCO $155,768 $156,551 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 162 Appendage / Sgft GARAGE FINISHED 1436 Appendage / Sgft OPEN PORCH FINISHED/ 102 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. http://www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=182031507000008... 6/6/2005 Permit No i Tax Parcel Number - - - NOTICE OF COMMENCEMENT State of Elorida ,. 09!96 The UNDERSIGNED hereby gives notice that improvement 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. D7-/- �6� cription of Prop": c� ��"1(i� /-I% ° �L �4 L �- ? k k, ?d 6'3 ,OSS 5V 3-5 -- (Legal description of the property, and atreet address If available.) CERTIFIED COPT 2. G I description of improvement: MARYANNE (o_ / t CITUIT COURT (-) � `C��c.t✓� SEMI F / ni -�, ��, i'. rLRFD, 3. Owner information: QY i a. Name and a'rdIA�:ss �5 _111 b. Interest in property c. Name and address of fee simple titleholder 4. Contractor: (nameCann address) C;C,�4; a. Phone; number 7 "l-,2 �J� 5. Surety: VARYAW WW-, CLERK OF CIRCt1IT CMT a. Name and address SEItTWILE CLUM ___-- Hit 05776 pe fe33 b. Phone number( ) Fax numbeM ,_ -s- a spit etesi o33&q - RECtIRDED 05/21/2005 12.,27-.38 pm c. Amount of bond 3 •40 REWRDIlG FEES 10.00 S. Lender. Name and address RECORDMD BY t holden a. Phone number ) Fax number ( 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes: a. Name and address b. Phone number( Fax number 8. In addition to himself, Owner designate of to receive a copy of the Uenoes Notice as i provided!in Section 713.13(1Kb), Florida Statutes. a. Phone number ( ) Fax number ( L 9. Expiration date of Notice of Commencement (the expiration date is 'I year from the date of recording unless a different date is s d) r Signature of Owner Print Name of owner STATE OF (FLORIDA COUNTY OF 4141 Atr --° - -`sicrribed before me this/ 7 day of /C�? b �'" LF S ~r/ �- /�dS��S , wh is personal�cnown to me or who has produced (type of ID) as identifitatlan. 5 gnature of k otary Public State of Florida.........., @O000we0'��Prirs4 Type or Stamp Name of Notary Notarii Seal`"aHTi aF osta;aRN p�••, Comms DD034 M H : Eacpitc3� B/9 OM - - p,•�ded tluu (BOOy432.+6'� `.' �...............,..a;..N.............. .. . .t