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1812 S Mellonville Ave Garage addtion(fif CITY OF SANFORD PERMIT APPLICATION JU 2006 Permit # Date; Job Address: S. l.l. N 14.4 S tat 0 2 D L. ccCF�V� Description of Work: GAR65 � P, � O Kr 1 014 Total Square Footage Cp Historic District: t"A O Zoning: _ Value of Work: 6^_� � r E) 7 46' Permit Type: Building Electrical ivlechauical Plumbing _` Fire Sprinkler/Alarm Pool Electrical: New Service — # of ANI PS Addition/Alteration Change of Service ,feluporary Pole Mechanical: Residential Non -Residential Replacenient New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of fixtures 1/ of Water & Sower Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Vitt in1)ing.Repair—Residential or Commercial Occupancy Typc: Residential Commercial Industrial Construction Type: # of Stories: 11 of Dwelling Units: Flood Zone: (FENIA form required ) Owners Name & Address: z1 M (�r1 A N l3 t1-0 5 tl r- L LL. c)" V t L L t= A'Je I'hope: Contractor Name & Address: r� Stale License Number: Phone & Fax: 4o7 + 6 1 `t 50 3 Contact Person: -Cl 0 I'houe:40-1 Bonding Company: Address: Mortgage Lender: Address: Architect 14 tjrl Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has eouumemcecl prior to the issuance ufa permit and that all work will be performed to meet standards of all laws regulating construction in thisjitrisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMI3INQ, S[GNS, WELLS, POOLS, FURNACES, BOILERS, ElEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVfr: I certify that all of tlic toregoing information is accurate and that all work will be done in compliance with all upplicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE'10 RECORD A NOTICL' OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTT11 YOUR LENDEK OR AN A'ITORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMEN'r. NOTICE: In addition to the requircurcnls of this permit, them may be additional restrictions applicable to this properly that may be found ill the public records of this county, and there may be additional permits required from other governmeadal entities such as water management districts, slate agencies, or federal agencies. Acceptance of penuit is verification that I will notity the owner of the property orthe requirements of Florida Lien Law, FS 713. Srgnat c—rof0 /� gent Date Sigualuroo1'Cuuhrctor/Agent D<dc. Print 0 ner/Age is Name Print Co"e.��, ctor/Agents Narlte -�,' Signature of Notary -State orl'lorida Date Signature of Notary -State of I' orida Date Own( — I APPROVALS: Special Conditions: Rev 03/2006 Agcnt is ✓Personally Known to M , or ccd ID t ENE: BLDG: �6 �,, --� 13 1 1,% .A ►tl,o0 REVISIONS PROP03ED ` EXISTING ADDITION RESIDENCE IO �r Ou 5H IA3 / AREA ANALYSIS t UTILITY / i I_IVING,, IRoorl / TOTAL 400 S.F. UTILIT'I' / fl 4 / I F.-_---- 77� Nam, / L---�-----=---------- -- I� ' «2 e�b. a � / a '1 KIT, �. DINING: / SCR. PORCH ,0q.N 1122 5,P, LIVING U s_ U $GALE: I/8'r ■ Ir- fin 152 9.F, PORCH SH 34 O / � ., 0 516 S.P. PROP05ED AIDD, / � � U., hr-Or' I - KIT, :. BOUNDARY SURVEY 20'-0" "TIMOTHY AMBROSE PROPERTY„ o o 1812 S, MELLONVZLLE AVENUE, O SANF�ORD FLORIDA O (� tt LEGAL DESCRIPTILIN LOTS 18 & 19, BLOCK 20, 2ND SECTION SAN LANTA, ACCORDING TO THE MAP OR PLAT THEREOF- AS DESCRIBED IN PLAT1300K 4, PAGES SCALE: 114" - 1'-0" N 38-40, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. o o o m U \ LOT 5 /' INDICATES ATTACH FOOTING U)/(2)-18" NC? F`RE-5AR c \ BLOCK 20 ' W/6 Ei'IBEDMENT INTO EXI5TING 5TRUcTUFRE ` Ul -3 21 i) / FILL W/EPDXY (51MPSON ET) ADHESIVE L a ti 5 OFF- LOT c (FENCE) F W \ ATTACH WALL W/(U 05 RE -BAR DOWELED INTO j LOT 17 Q BLOCK PO8.0 EXISTING STRUCTURE �24" 'VERY. FILL W/EPDXY (51MPSON ET) ADHE5IYE, u s p p LOT o'. / Q1 w Z BL OCK ?0: LOT 18 S�°, — _ �v U y� BLOCK ?0 �� °p- . U ► �� U w Q r''I LOT BLOCK 80 STING Q) ID 0 LOT 19 \ F��, - Q) p t BLOCK E0 Q I 5�!] NC� B1 �4 0 U m m . 1-Story o_ A. SHED �o; ?� �o,.� �. un Residence �35_0 v (3 � U1 9) 0 �i U! 2. Eta/ Y t(��T t11812 r� } 1h Q)/4) Q _ m / pI * cv N d) ,i I[I p Q EXTERIOR FINISH z JL PROPOSED S REVIEWED 7.0' ;� , �. 9 . TO MATCH EXISTING 20 -0 �, t- � _ ► tRr I , ADDITION cn O 0 m Igo GFRONT ELEV,4TION GARAGE r p 0 cv /vERMIT LEGEND 7 TI = CONCRETE CP) = AS PER PLAT CERTIFIED T❑I CM) = AS PER FIELD MEASUREMENT El = WOOD FENCE EQUITABLE TITLE AGENCY, INC,j, —x -' CHAIN LINK FENCEEj TIMOTHY AMBRQSE; ca } e e = WIRE FENCE PINNACLE FINANCIAL.CURFORATIONj _ RECOVERED MONUME;NTATION LAWYERS TITLE INSURANCE CORPORATION; CD> = AS PER DESCRIPTION SURVEYOR'S NOTES, 1.) BEARINGS, ARE BASED ON THE CENTERLINE OF MELLONVILLE AVENUE AS BEI,NG S,35'00'00'W„ ASSUMED, 2,) UNDERGROUND/OVERHEAD UTILITIES AND OTHER IMPROVEMENTS ARE NOT SHOWN AS A PART OF THIS SURVEY, UNLESS NOTED OTHERWISE, 3.) THERE MAY BE ADDITIONAL EASEMENTS AND/OR OTHER RESTRICITIONS THAT ARE NOT SHOWN HEREON THAT MAY BE FOUND IN IN THE PUBLIC RECORDS OF THIS COUNTY: 4,) 1 HAVE REVIEWED THE NATIONAL FLOOD INSURANCE RATE MAP AND HAVE DETERMINED THAT THIS PROPERTY LIES IN ZONE 'X' AND DOES NOT LIE WITHIN A 100-YEAR DESIGNATED FLOOD PRONE AREA, 5.) BUILDING DIMENSIONS SHOWN HEREON DEPICT EXTERIOR WALL LINES AND MAY VARY FROM THOSE ALONG THE STRUCTURES FOUNDATION. 1 .SURVEVNG, LINO . T SANFT P S.M. Unless it bears the signature and the or.lgingal raisecl seal of�a Ftorida Licensed Surveyor and ', MAPPING 1,1apper this d pwin ske tcb, plat or reap Is for 110 C/d Hickory Court InForrlationa P�� _ _ . only and Is not valid, A ND Longwood, Florida 32750 REPROGRAPHICS . Phone: 407--786--9456 ' 06/21/U4 TECHNOLQGY Fax.• 407--786-065.9 Lino T. Sarin,` Date . .'OIL SERVICES & SUPPLIESFloridalo EmailPL55792saol.com Profes-5iaLNdSuveyor Mapper. Reglsa EXTrzRIOR DGOF. t WINDOW OPENING SCHEDULE t No, Deecriptfon Typca Wind (PSF) Pressure LINTEL INFO. DESIGN LENGTH ODOOR. 3Cro8 +25,9 % -28,1 SF Iro IEs/IT O 00 GAR. D R 16 %< 1, +22,0 / -2(0.9 E NG. TRUSSLINTEL O Y 0 Y 0 O V t I t PRECAST "U•" LINTEL W/ 145 CONT. IN 3000 PSI CONIC: @ OPNGS. 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS 6 UNDER -0 ( NO CONC_ OR STL. REQD.) HURRICANE ANCHORS tt 25 ^ ACI 530 25" MIN.'.-� r t•_ Garage Header. „a LAP J �fl rJoa ' A\>; crL+eu2er Business •} '� �1 �� R � A\iiyeducuscr Business �r �� TJ-BeamO6,25SerialNumr,er: 3 Pc5 of 1 3/4x 11 7/ 1.9E Microllam0 LVL 14 TJI® 230 @ 24 o/c 'rYP. BOND BEAM r�-Beattrn s. serial number .. —vI = _... 8" X' 8" x 16" K.O. - 4"User: t 9/1l20D64;30:�8 PM User 1 9/I/2006 431:23 PM . A=, �, A t-A A—,� A , A ; A A > A Pa9e1 EI,BIt,ever5i°n:6.Z5.7, T HIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page i Et,,i"ever5iot,:6.25.71 THIS PRODUCT MEETS OR EhCEEDS T I F E SET DESIGN ' ' LINTEL BLOCK CONTROLS FOR THE APPLICATION AND LOADS LISTED 4N=T: S FOR THE APPLICATION AND LOADS LISTED d" a a , P.v . 25" r it?b 4 , �..�_)r d e FILL W/3000 P.S.I. CONC. W/1 #5 DIA. t REBAR MIN. LAP 25" rvlemher siope, I,i.,,v n(>f.j IIloi?etti`I? >`I tvlcmhPr daps: 1P12 Rr1of Int>e l,al� Over all Dinlen:vion: 26' (ACI 530) y REBAR BOTH SIDES FOR. �. STD. 90 DEGREE II [ `OPENINGS 6'-O" OR MORE ^ ANGLE.3000 P.S.I. r > ' CONC. W/1 #5 DIA., A ;Q A REBAR MIN. LAP 25 1 - kf• -,, All climention :sire hat iaonf il. P1 odtict Di'agr;�ny is r>nlAcehK�r, I. All slim-ensions a e iz 3 ' r A (ACI 530) c7i Itvl l�ont,ll• I I ircltlCt Ui�i�r;rm i:, {,oliceptttrl. ;1 LOADS: LOADS: ` v A INDICATES FILLED Analysis is for a Drop Beam Member. Tributary Load Width; 1' Analysis is for a Joist Member. CELL FROM FTR. TO Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 20,0 Dead Primary Load Group - Roof psf): 20.0 Live at 125 % duration 20.0 Dead ' BEAM WITH 1 #5 Vertical Loads: v r A BAR MIN, LAP 25" ,, Type Class Livc: Dead Location Application Comment 'SUPPORTS: ? (ACI 530) r4 Unifoi (plf) Roof(1.25) 261.0 261.0 8" To 16' 8" Replaces TJ01 Inp Bearing Vertical Reactions (Ibs) Detail Other y 81+ x 8" x 16" " Length Live/Dead/Uplift/Total " � , � � C.M.U. +1; Uniform(plf) Roof(1.25): O.0 100.0 U •ro '16' II" Replaces Garage door I .Plate on masonry wall B.OU IS 8.UU" 521 / 522 / 07 1043 � . � , Wind Load Group 23.0 Live; 20.0 Dead Y R I. Bloclung 1 Ply 1 1' TJI(W 230 n 2 Plate on masonry wall 8. 8. 8. 0" 521 / 522 / 0 / 10,13 R : Blocking 1 Ply '14" TJI® 230 SUPPORTS > r " L -CAUTION: Required bearing lengths) exceed the rninirrAum, shown in the TJ Builder's guide for single family residential applications. Input Bea - J "! ring Vertical Reactions (Ibs) Detail Other YLimits: End i A Width Length Live/Dead/Upllft/Total supports, 3 1/2" - Intermediate supports, 3 1%?" with web stiffeners and 5 1/4" wikhout we stiffeners. r v _ - -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): R 1; Blocking TYP: DOWEL 25 1 Pocket in masonry wall 8.00 .50. 2088 13104 / -2 / 5192 L4 None c EXT. ABOVE SLAB 2 Pocket in masonry wall 8.00" 1.501 2101 / 3051 / -2 / 5152 L4 None DESIGN CONTROLS: a- - (ACI 530) Maximum Design Control Control Location o - ' - 1 See TJ SPECIFIER'S / BUILDERS GUIDE for details : L4. pq -' , ° = b `� -o Oq°v 0,4 "c pq°� p ° -` v `A ' Ot Q, 0 A= v `� Shear (lbs) -936 -866 2431 Passed (36%) Rt. end Span l under Roof ADJACENT spin loading ,,DESIGN CONTROLS: Vertical Reaction (Ibs) 1043 '10,13 3500 Passed (30%) Bearing 2 'under Roof ADJACENT span loading Maxfrrrum Design Control Control Location Moment (Ft-Lbs) 5400 5400 5944 Passed 91 % MID Span 1 under Roof A ( ) P o ALTERNATE span loading LTYP. MONO. FTG: Shear (Ibs) 5128 -4481 14807 Passed (30%) Rt. end Span 1 under Roof (PrimaryLoad Group) loading Live Load Dell (in) 0.628 ;I.•171 Passed L/447 MID Span 'I under Roof ALTERNATE SEE FOUNDATION PLAN P) 9 ( ) P span loading W/2 #5 DIA. REBAR Moment (Ft-Lbs) 21095 21095 33405 Passed (63%) MID Span 1 under Roof (Primary Load Grouri) loading Total Load Dell (in) 1.254 1.561 Passed (L/224) ` MID Span 1 under Roof ALTERNATE span loading CONT. MIN. LAP 18" (ACI 318), FOR LOCATIONS' L!ve'Load Deft (in) 0.311 0.642 Passed (L/627) MID Span 1 under Roof (Primary Load Group) loading -Deflection Criteria: STANDARD LL:L/240 TL:I_/180 . Addition ( ) gal checks follow. Total Load Defl (in) 0.761 0.813 Passed (0.256) MID Span 1 under Roof (Primary Load Group) loading -Left Overhang:(LL:0.200", LL:0.20U" ): MIN. 12" BELOW GRADE . Right Overhang:(LL:o.200", LL:0.200"), Deflection Criteria: STANDARD (LL:L/360,TL:L/240). Brading(Cu): All coin ression edges to and bottom must be braced a ^,.-Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 8" o/c unless detailed otherwise. Proper attachment and ositionin of: I I? 9 (top ) t 3 4" o/c unless detailed otherwise, Proper attachment and positioning of TYPICAL BLOCK WALL % R E I N FO R C E IVI E N T P p g lateral bracing is required to achieve member ;stability. P J :'' lateral bracing is required to achieve rnernber stability. [13' 8" o/c due to Primary. Application Loads; 17' 4" o/c due to Wind Application Loads] / -The load conditions considered in this design analysis include alternate and adjacent rnernber pattern loadin . SCALE: 1/2" 1'-0" -Design assumes adequate continuous lateral support of the compression edge. y Design assumes adequate continuous lateral support of the compression edge, ADDITIONAL NOTES: ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products, by this, software will be accomplished -IMPORTANT! The analysis resented 's in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads Y P i output From software developed by Tres Joist n v e warrants the sizing of its products b this c 9 J p y software will and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. be accomplished in accordance with -fJ product design criteria and code,accepted design values. "flle s pecific product a f, I pplication, input design loads, -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -Not all products are readily available. Check with your supplier or TJ teclrrrical representative for product availability., -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed, above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. Allowable Stress Design methodology was use' for Building Code IBC analysing the rJ Distribution product listed above. -(Minimum cut length) _ (Overall horizontal length) x 1.003 .r 1'3/ 16'.' HOT TAR & FELT.INSTALLED PER MFGR.R, ECOMMENDATIONS, OVER 5/8" CDX ROOF SHEATHING (SEE NAILING SCHEDULE) OVER ENG. WOOD TRUSSES, SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. . �.METAL DRIP EDGE (2) 1 X 8 PINE FASCIA 0 1/2" PLYWOOD SOFFIT CONC. FILLED "U" BLOCK W/ 145 BAR CONT. MIN LAP 25" 3000 PSI CONC PRECAST " LINTEL, W/ 12" 1 / 5 RE -BAR OVER OPENING I I (1) #5. REBAR DOWNROD FOOTING TO LINTEL (FILLED CELL) LOCATION AS SHOWN ON FLOOR PLAN MIN LAP 25", USE 2500 PSI o 1/2' x 8" A.B. W/2" WASHER SET IN TYP. FILLED CELL MIN 3 PER JAMB I I P.T. #2 S.Y,P. 2" X 6". BLOCK WALLS' m OVERHEAD SECT, W' Q (9 PA i ES) 4" C /C C/) ca O r o r O r CQ t•-- CD e� Q r O r O r O r O � O r O 1-- F- t-- F=' F_ I^ F- I-- H F- F- AD ER r Customer: MIN I WIN Job Number: 316677 Rep: Anthony Project: Ambrose Addition Address: 1812 S Mellonville. Ave. Location: Sanford, FI Loading: Shingle By: A.Clark Date: 07/'19/2006 BLOCK FINISH DOOR TRACK W/ 3/8 TO MATCH EXISTING X 1/2" STEEL LAG BOLT ° W/ WASHER. MIN 6 PER . TRACK TO JAMB _._..-._..__.� -... __..___ CONNECTOR SCHEE)UL. 100'0" F.F. _ GRADE 5" MIN. 00 rA SECT. OVERHEAD \ -CA DOOR ' ! _ © 0 12" MIN. � f� (2) #5 RE -BAR - 00 GARAGE SLAB TYPICAL WALL SECTION V' ? TYPICAL GARAGE 1 sp CONCRETE BLOCK SCALE: 1/2" = 1'0" 4WD \ `� nno D nnnl InlTlnl(--% ';('At F- 1 /9,, - 1'-nt' CONNECTOR t3RAND TYPE OF CONNECTION META 16, SIMPSON WOOD TO MASONRY MTS 12 SIMPSON TRUSSES TO WOOp REVISIONS AREA ANALYSIS TOTAL 400 S.P. �u �l n`` nL vl u 4_3 U v L �v O Q) O O al cn lin _I O Q) 9 UI [A � 0 U 0 dui cv T0 U _t in o- W Ti 2 O A U Q) Q Q M 0 u '- i s U E-in rt alp—QQ S1 Q)Q) � ' A Sl r- Q, SP cp z llt U � ?I"Ll Z 0 Q O co� Q � � a r cil Q) Q) S 4 m p M_ Q 6 Q) ri � Q� 0 CID U _ dq Of 3 LAST PLOT DATI=: August 31, 20006