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Home My WebLink About1119 Myrtle Ave #13-1569 - ramp details"I FL /I T Or' �' 51JR VE Y ORIF `IO L01 10,8L,OLY 13, TIER 5 E.R. ROFFORO"S fillflP T11V nF qRNFnRn lq,5 RECORD EO f1V F 711E PUB' TC HFt,"OHR" LE C UNTY,FLORI N I LA 4-- - -� J r y $,rofty -X-X x t-ENCE- Ri - RESIDENCE. .Du - BOOM! waw sl�' p - Ff) f� In "TE'T r IdEBLAV l 0 v6sj N0 NAIL ANU DISK p0a p(Allf OF BEC'm mlo F111)", POINT ott" I" C5 - 0010 �E-AIMUS RN - MUNT Ur- ",hh'f 11- PROPEATY UNEE PC polffl, OF ("URVE. 0 -,,E-,' '01 111 :::. '2- 0 1 0 - 11 5C -Al LU T 9 43.7 F11 ML FD REBAR Mi t I STY RES 19 lip. C4 FEW 1.�1DINl� �J it t -law RAMP r,l p-,. p s L J J., -i T. 65* R/',,l I PAVED OLK -OLOC-K P-3MT -- EMEMUff IF ;t,!1l0;3 NFE f? RAMIS ti - DELTA P -PLA I k,i---r REaA.R t CAP o 7259 (p f,1 IES: — I �--*'()T VALID WITHOUT THE SK-*tA%QE M-0 T}OINAL RAISED SEAL (Jf-M - A FLORUA LICENSED SURVEYOR AU MAIM ER 2 THIS, SU17VEY WAS PREPARED FWU TITLE INFOR TION FURMHED TO ]'HE VRVEYOR. THERE MAY BE OTHER IkESTMrIONS OR UNRECORDED Lz.A':',VAENTS THAT EFFECT THIS PRIOPERM --awame— — — — — — — — — --WALL LEGENF,) .......... ---------------------------- NTZ �r2AME UJAL LS ---------------------------- EXIC2TING FRAME WALLS 11 ---------------------------------------------1---------------------------- EXISTItI IUALL S REMOVED tim aim � OEM am �w eme �� __ ;,— —LOOR ------------- .^ISTING F FLAN SCALE: 1/4" = 1'-011 DECK BOARDS ANCHOR NEW FRAME WALL TO EXIST. FRAME WALL IBJ/ o° X 1/2" LAG BOLTS W1 2" WASHERS AT 4" FROM TOP 4 80TTOM t 24" O.C. IN BETWEEN\ OPEN BELOW SINK INDL ES - 3- /a_ -ZD TOP 1 x 4 ON EACH 5IDE OF 5PINDL E5 WITH BOTTOM 3" ABOVE DECK --------------H O NT t -AN D I N G RAIL. [Dr. -TAIL ------------- SCALE: 1" - 1'-0° ,:EeiO`/E EXISTING RAMPS c 4TERMEDIATE LANDING - NEW-------------- LOO - WIND SPEED: Vult= 140 MPH, Va5d= 108 MPH - RISK CATEGORY II - EXPOS+JRE CATEGORY C - FULLY ENCL 05ED - TOPOGRAPHIC FACTOR - 1.0 - WIND DIR. FACTOR Kd = 0.85 - GUST EFFECT, G = 0.85 - DESIGN PRESSURES FOR COMPONENTS AND CLADDINGS (V-) 41.2 P SF ( WORST CASE) - GARAGE DOOR DESIGN PRESSURES: +22.8 PSF, -25.8 PSF SCALE: 1/4" o I'-011 T - JUN 18 BELOW SINK SAN'Sapo BUILDING DIVISION ONALLI T HESE PLANS ARE REVIEWED AND CONDI HALL BE ACCEPTED FUR PERPnfr A ISS CEOU WITH THF WORK PRO DEEMED PERMITS 0� NQT AS AU('rOR((y TU VIOLATE, LANCE ALTIR AND HN GAL FT ASIDE Al!'I OF (Hc PR`SIOP�S OF TH FNT THE OR S - E [ CODES, NOR SHALL I , ,DANCE OF A PtR UIRING A BUILDING DIVISION `Mom (HEREAET CORRECT ION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. M I�� Z t FLAN ----.--------- THE STRUCTUIRE HAS SEEN DESIGNED IN ACCORDANCE WITH SECTION 8301.1 OF THE 2010 RESIDENTIAL FLORIDA F UILDING CODE FOR 140 MPH OR LESS WIND SPEED. WIND LOADINGS CRITERIA IS GOVERNED BY ASCE -1-10 NEW -:RENOVATION FOR: -*. "AfRVEEN i'-;'0%0% t= L L '**T� i 1119 S. MYRTLE AVE., SANFORD, FLORIDA SCALE= STATED APPROVED: DRAWN E3Y.- B,R.S, DATE: 3-15-2013 REVISED: 6-13-2013 SHAF R RESIDENTIAL. DESIC3N DRAWING NUME3ER: EUSTIS, FLORIDA 352 - 509 - 1333 1 OF 3 { 4 t 4 a 4 a I ADD NEW RAILING TO EXISTING 5'X 5' LANDING- ANDING— I =-------------I ---------------------- +-------------------------- i i i NEW STEPS W/ RAILING - �� II II �� II NEW 5' X 3' X 4" THICK CONCRETE STOOP 1� �� II II �� II II �� II II NEW-------------- LOO - WIND SPEED: Vult= 140 MPH, Va5d= 108 MPH - RISK CATEGORY II - EXPOS+JRE CATEGORY C - FULLY ENCL 05ED - TOPOGRAPHIC FACTOR - 1.0 - WIND DIR. FACTOR Kd = 0.85 - GUST EFFECT, G = 0.85 - DESIGN PRESSURES FOR COMPONENTS AND CLADDINGS (V-) 41.2 P SF ( WORST CASE) - GARAGE DOOR DESIGN PRESSURES: +22.8 PSF, -25.8 PSF SCALE: 1/4" o I'-011 T - JUN 18 BELOW SINK SAN'Sapo BUILDING DIVISION ONALLI T HESE PLANS ARE REVIEWED AND CONDI HALL BE ACCEPTED FUR PERPnfr A ISS CEOU WITH THF WORK PRO DEEMED PERMITS 0� NQT AS AU('rOR((y TU VIOLATE, LANCE ALTIR AND HN GAL FT ASIDE Al!'I OF (Hc PR`SIOP�S OF TH FNT THE OR S - E [ CODES, NOR SHALL I , ,DANCE OF A PtR UIRING A BUILDING DIVISION `Mom (HEREAET CORRECT ION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. M I�� Z t FLAN ----.--------- THE STRUCTUIRE HAS SEEN DESIGNED IN ACCORDANCE WITH SECTION 8301.1 OF THE 2010 RESIDENTIAL FLORIDA F UILDING CODE FOR 140 MPH OR LESS WIND SPEED. WIND LOADINGS CRITERIA IS GOVERNED BY ASCE -1-10 NEW -:RENOVATION FOR: -*. "AfRVEEN i'-;'0%0% t= L L '**T� i 1119 S. MYRTLE AVE., SANFORD, FLORIDA SCALE= STATED APPROVED: DRAWN E3Y.- B,R.S, DATE: 3-15-2013 REVISED: 6-13-2013 SHAF R RESIDENTIAL. DESIC3N DRAWING NUME3ER: EUSTIS, FLORIDA 352 - 509 - 1333 1 OF 3 { 4 t 4 a 4 a -------------------Y---it-WALL LEGEND -ale------------------ i-- ---------------------------- NEW FRAME= WALLS --------e__________________. EXISTING FRAME= WALL -------------------------------------------------------------------------- EX15TING WALLS REMO' --------------------------------------------- -------------- EX"ISTING EL CTRI AL FLAN _------------ SCALE: 1/4" = V -O" ELECTRICAL SYMBOL CEILING FAN - LIGHT DISPOSAL Q EXHAUST FAN •- LIGHT LIGHT, CEILING -- LIGHT, FLOOD QQ LIGHT, RECI=55ED LIGHT, WALL HUNG OUTLET PANEL RECEPTACLE, 220 SWITCH SWITCH, 3 WAY �3 SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FUf, "ERMIT. A ISSUED PERMIT SHALL BE OEEMkf) PERMISSION TO PROCEED WITH THE WORK AND NO C A}") A.'T! HOR j Y TG `ti ULATE, CANCEL, ALTER OR SET ASIDE AN ' OF CNE 'f OVI )IONS OF THE TECHNICAL CODES, NOR SHALL I,OF A PERMIT PREVENT THE BUILDING DIVISION FflOM THEREAFTER IJEOUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. l � gT lit ...��-,4r- -®--------------NES ELECTRICAL PLAN SGALE: 1/4" = I'—O" v,. } } q •gin.+` F.+r CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS TECHNICAL PERMIT S l'3-/"' 4-6'/., perimeter /-� 100,150 TA rnax In�1 57 J a b FIGURE 505.7.2 HANDRAIL NON -CIRCULAR CROSS SECTION! 505.13 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. 505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direc- tion of stair flights and ramp runs in accordance with 505.10. EXCEPTIONS: 1. Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps. 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. 3. In alterations, full extensions of handrails shall not be required where such extensions would be haz- ardous due to plan configuration. 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the landing for -12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall re- turn to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. 12 min Sae 12 min 305 1 FIGURE 505.10.1 TOF',AND _,BOTTOM_HAN[aRAIL_EXTENSION_ AT. RAMPS_ - 505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 108 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 2012 EDITION TECHNICAL ' CH"TER is GEIIERAL S(f_ AtID BUILDING ELEMENTS 12 min 305 FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. Note: X = tread depth FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 2012 EDITION 109 ELEVATION -------------------- ---- SCALE: 1/411 e 1'-011 CONCRf %1 AAV ct QolzM er�'=-" T� 41-011 3'-O" iv1IN. 2 X 6 P.T. CAP 2 X 4 P.T. RAIL TO P05TS W/ (2) 3/8" L AG5 2 X 8 02 S.Y.P. 4X4025.Y.P. P.T. POST P.T. STRINGER ATTACH 5TRINGERS TO BEAM DBL, 02 5.Y.P, P.T. W/ SIMP50N L U5C26 W/ (4) IOd 2 X 8 BEAM BETWEEN TO STRINGER d TO BEAM PO5T5 ON TOP OF BLOCKS P.T. BLOCK BOLTED TO POST W/ (2) 1/2" THRU — --oeAOA4a =vaAA°eov BOLTS UNDER BEAM pt 1a pl IQ QI •1 QI •I DISI Qlal _ sl IQ al 14 C`1 �1 .1 QI •I 1 1 1 1 5/4 X 6 P.T. DECK W/ (2) DECK SCREWS TO STRINGERS 12" PIA. 2500 P.5.1, CONC. FTG. �00®00-____ AMF SECTION ------------- ,SCALE: 1/2" = V-011 08 X 1 3/4" WOOD SCREW - 4" FROM CORNER Q T D.G. INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER 08 X 1 3/4" WOOD SCREW - 4" FROM CORNER w 71" O.G. INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER �S 0111SO �V�L®� CONp11� 0NA� 11 S �N mwSHpEE RE F REVIEWED PERMIT THESE P�A�Q� PERMIT . A ISSUED WORK AOC4�jE0 10 PROCEED `t11�'��IIEEI . Y �tjER OEt�`I_ aS aO�ROR11 { �O S -�xETECNNICA - - PRpV1S10N 0� 1� PR � ARE mi 10 �Qj r !,r �'�� PERM EVEN - -UPLIFT NAIL SPACING 5 ORSEj SIO- I��NC� EOUIRIN A _ OF G _ ..ur,\� 'ISS ..�cnF�ERR ..,,TInN 1, SIDING TO MATCH EXACTLY 2. SIDING REPAIR TO BE "KEY -IN" 3. REMOVE 4 DISPOSE OF EXISTING 5TEP5 REAR ELEVATION.- ----------- SCALE: 1/4" = 1'-011 ____®seaWaw__ ) I ELEVATION ..........r .-o mesas___ SCALE: I/2" = f-0" STUD SPACING m 12" IN FIELD~ PER PLAN 21"x.099"- POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF ad COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8", Co" CHANGES TO 4", AND THE 4" OR 3" CHANGES TO 2" PROVIDE BLOCKING fe ALL SHEATHING EDGES STRUCTURAL SHEATHING EXTERIOR WALL SHEATHING 8, SINGLE NAIL EDGE SPACING SHEATHING NAIL VERTICAL HORIZONTAL FIELD REc�'D. SIZE SPACING SPACING SPACING x/16 " ad 6" O.C. 6" 0, C. 12" O.C. STRUCTURAL SHEATHING EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD RE&D. SIZE SPACING SPACING SPACING -me", ad 4" 0. C. 4" O.G. 8" O.C. STRUCTURAL SHEATHING TYPICAL WALL SHEATHING ®NAIL , 4 4 4 { a PLfiT OF SURVEY OESCRIFTION- 1,07' 10 BLOCK 13, TIER 5 EA 7'R1qFF0RV-'3 MAP r T17vAl OF .0.1lNFnRn fi3 RECORDEO IN FLfiT 800H I FfiCE(3) 60 -(Y THE PUBLIC RECORDS OF0 -.-C-ININOLE COUNT K,,FL0Rl0fi t p- 1-GENO, FD RfflAR NQ f 17.00 CQ SFT rf-w k CAP f 22ti0 k'. - 41'* r LOF 9 55 i -STY RES 41 5TFp5L- 43.7 rl -- Hew P-'amfv po. 11 TH rz:' )T. ( 66' RM ) PAVED ELE-VATION N&D - NAIL At4U DISK BLK TBLOCK POO - PONT OF 9EGINNIN10 0MT - EA'3EMENT POC - PONT Or" ItIct. V;PF- 3Ty STORY C9 - 010KO (TEARING It - RADIVI � - CENTERLINE RAI - RIGHT OF 'WAY a - DELTA (--X-X - FENCE' PL - PROPERTY LINE 11 - C140ir"D (ES � RESIDENCE PC - PONT OF CURVE L. - LENGHT 4.Do - gQ100.40 CQNC - CONCRETE P -PLA T SET WBAR a CAI) 10 2258 iNio-rFs: i NOT VALID WITHOUT THE SIGNATURE AND Ti�,IQRIOINAL RAISF-D SEAL Of: A FLORIUA LK;ENSEU SURVEYOR A(40 MAPPER 2 TM SURVEY WAS PREPARED FROM TITLE hNFQRMATION FURNISHED TO FHE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR LftRECORUED eMEMEEMS THAT EFFECT TiE PROPERTY. IL EUSTIS, FLORIDA 352 - 589 - -1333 1 OF 3 y AAV I - - - - i_ _ - i iL- _ I CONCRI rrrarrmaswawmm®ammm®ar------- fRAt**IF La SCALE: 1/2" = V -O" *8 X 1 3/4" WOOD SCREW - 4" FROM CORNER w I" O.C.- INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER *8 X 1 3/4" WOOD SCREW - 4" FROM CORNER V l" O.C. INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER WOOD WINDOWS AND DOORS UPLIFT NAIL SPACING m 1'—."- 12" IN FIELD STUD SPACING PER PLAN 21"x.099"- POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8", ro" CHANGES TO 4", AND THE 4" OR 3" CHANGES TO 2" *8 WOOD SCREW - 4" FROM CORNER 6 -i" O.G. ( MIN. 1 1/4 PENETRATION ) INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER -- *S WOOD SCREW - 4" FROM CORNER m T" O.C. ( MIN. 1 1/4 PENETRATION )----� INSTALL FIN W/ SEALANT CONTINUOUS BEHIND - WINDOW PER MANUFACTURER- -- - 126 NAILS Q 12" O.C., STAG., 4 ENDS \--12d NAILS Q 12" O.C,, STAr ., P 4 ENDS HEAD ALUMINUM WINDOWS AND DOORS PROVIDE BLOCKING lw ALL SHEATHING EDGES STRUCTURAL SHEATHING EXTERIOR WALL SHEATHING SlNral_F NAIL_. FpGF SPACINCz SHEATHING NAIL VERTICAL HORIZONTAL FIELD REQ D. 2 X 6 P.T. CAP SPACING SPACING 2X4P.T.RAIL TO /16f' ad POSTS W/ (2) 3/8" LAGS - 12" 0. C. STRUCTURAL 2 X 3 v?5.Y.P. 4 X 4 *2 S.Y.P. SHEATHING P.T. 5 T i; 2J G ---j-R P.T. P05T _ O 4 ATTACH STRINGERS TO BEAM DBL. *2 5,Y,P. P.T. W/ SIMPSON LUSC26 W/ (4) IOd 2 X 8 BEAM 3-DP+,E3r �i TO STRINGER 4 TO BEAM POST5 ON TOP *2 OF BLOCKS ---A 4 X ro S.Y.P. _ P.T. BLOCK BOLTED TO P05T W/ (2) 1/2" THRUt 5/4 X 9, P•T, DECK W/ (2) BOLTS UNDER BEAM DECK SCREWS TO STRINGERS .1 1 r _1 I O v .o i r i� i 12" DL^., Z�Oo � °� 4i .i '0i .i _ � r"'•5•I. CONIC. FTG. .r mmrormgcutl�mmmmrirr AMP 6ECTION rrraamo.rr®aaa SCALE: 1/2" = I'-0" CONCRI rrrarrmaswawmm®ammm®ar------- fRAt**IF La SCALE: 1/2" = V -O" *8 X 1 3/4" WOOD SCREW - 4" FROM CORNER w I" O.C.- INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER *8 X 1 3/4" WOOD SCREW - 4" FROM CORNER V l" O.C. INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER WOOD WINDOWS AND DOORS UPLIFT NAIL SPACING m 1'—."- 12" IN FIELD STUD SPACING PER PLAN 21"x.099"- POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8", ro" CHANGES TO 4", AND THE 4" OR 3" CHANGES TO 2" *8 WOOD SCREW - 4" FROM CORNER 6 -i" O.G. ( MIN. 1 1/4 PENETRATION ) INSTALL FIN W/ SEALANT CONTINUOUS BEHIND WINDOW PER MANUFACTURER -- *S WOOD SCREW - 4" FROM CORNER m T" O.C. ( MIN. 1 1/4 PENETRATION )----� INSTALL FIN W/ SEALANT CONTINUOUS BEHIND - WINDOW PER MANUFACTURER- -- - 126 NAILS Q 12" O.C., STAG., 4 ENDS \--12d NAILS Q 12" O.C,, STAr ., P 4 ENDS HEAD ALUMINUM WINDOWS AND DOORS PROVIDE BLOCKING lw ALL SHEATHING EDGES STRUCTURAL SHEATHING EXTERIOR WALL SHEATHING SlNral_F NAIL_. FpGF SPACINCz SHEATHING NAIL VERTICAL HORIZONTAL FIELD REQ D. 51ZE SPACING SPACING SPACING /16f' ad 6" 0. C. 6 U.C. 12" 0. C. STRUCTURAL SHEATHING EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD REG2'D. SIZE SPACING SPACING SPACING l/16 ad 4" O.G. 4" O.G, a" C), c. STRUCTURAL SHEATHING TYPICAL WALL SHEATHING DETAIL