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HomeMy WebLinkAboutEngineering (2) HANDRAIL GRIP SIZE- pggp ,jy7{ 1q•,2j STAIR TREAD AND THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE 7 � 141-Z' ���'''''''''''�'' ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT fill n1a l 'A.� OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE A i a 0 R MEASURED,HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION 5 6 W r t OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. 0: THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/6 INCH. L9 a Bg NONCIRCULAR CIRCULAR RECESSED THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL aE NO GREATER THAN B 16 INCH, A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-144 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOUR RISERS.A NOSING IS NOT REQUIRE WHERE Parimn101:4"-6; PenmBleC�6'" THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE �a ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 4:"D•T'T' T.5/4" X 6 BOARD RAIL CAP 4 CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. S-D-u THE GUARDS MAYBE WOOD, ALUMINUM,VINYL,OR EQUIVALENT, • -HANDRAIL ASSEMBLIES AND GUARDS SHALL BE-DESIGNED TO RESIST A OPENINGS SHALL NOT ALLOW LOAD OF 50 PLF APPLIED IN ANY DIRECTION ATTTHE TOP AND TO THE PASSAGE OF A 4" DIAMETER SPHERE TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE.STRUCTURE. 2 X 4 TOP & BOTTOM ATTACHED TO �1.J�LfrZ TO POSTS WITH(2)#8 WOOD SCREWS "7 ON INSIDE FACE. 2 X•2 BALUSTER OPENINGS FOR REQUIRED GUARDS ON THE 3'-D'LANDING HEIGHT e 5 STEPS(MIN,) SIDE OF STAIR TREADS SHALL NOT ALLOW A 4'-0 LANDING HEIGHT o 7 STEPS(MIN.) MIN. (3) SIMPSON'S SOS 1/4"X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST IR CONNECTION, (5) 16d NAILS OR EQUIVALENT A.T. STEP LANDING FLOOR FASTENE ATTACH BALUSTERS TO TOP &BOTTOM Z TO HOST FLOOR MEMBERS USING SIMPON'S W/MIN. (1)#6 WOOD SCREW OR EQUIV. r, 1/4"X 3-1/2" SOS WOOD SCREWS OR STAIR AND LANDING ILLUMINATION REQUIRED11 EQUIV. AT 12" Q.C. STAGGERED SCREW PATTERN - T. 2X6 • 1 2X6 P.T. LANDING CONSTRUCTION QoNCR OPTION• IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND 16" O.C. FLOOR JOISTS USING(5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. CONNECTION. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING 30" GROUND ANCHOR CONCRETE SLAB USING SIMPSON'S.L-BRACKET OR EQUIVALENT. W/71E DOWN STRAP STRAP TO WRAP AROUND P.T, 2 X 6 TIGHTLY (00 NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) (1) 2 X 6 P.T. ATTACHED TO POSTS off ' USING (5) 16d NAILS OR EQUIVALENT AT EACH (3).2 X 12 P.T. STAIR STRINGERS R x° ` 2X6 TO POST CONNECTION. These plan and awiftcaum, 2o14 MVR'9 ed eea11(551h9 Edon) M-Mg N-bm; _ VULT"ULTMATE DESIGN WIND SPEED.170 MPH si _ STEP CONSTRUCTION N O TE: VASD-NOMINAL DESIGN WIND SPEED a 132 MPH (TABLE 1009.3A) I SO N. IONS PRIOR To CONSTgUCTIC)N. ts..�9aaun+) So"Y.Enplro"rbp 9Arvb", ALL STAIR COMPONENTS TO BE PRESSURE TREATED-LUMBER316 s.sc�nle Hwv�yy,sle.lao I.akD Wele9883 FL 33863 a1A s,swNA H„y,s4/oo ALL FASTENERS IN ONTA T WITH P.T, LUMBER To BE HOT DIP GALVANIZED OR STAINLESS STEEL 018cd: 588.5880 LAkA WAAA,FL 32M Fax:1-BOM65.2044 ©­P His �7�3-yc�c�p THE FOUNDATION IS�GNEDTO MEETTHE REQUIREMENTS OFTHEFEMA98 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION,COI IAPRE,ANDLATERALk AENT DUE TO THE EFFECTS OFWIND AND WATER LOADS, F M F 1 /fACTORY:-BEAM ANDALL OTHER LOADS DURING THE BASEFLOOD.INADDITION,THE FOUNDATION IS DESIGNED TO PROVIDERESISTANCE TOUPLIFTAND OVERTURNING OF THE HOME DUE TO FLOODAND WIND FORCESAT THE BASEFLOOD. •LLFM •'v ' T. 2 xB WOOD DAP NCEN r '. 'GEN 4'THICK$CLIO CAP BLOCK MAX MAX & &� _—�k _ 8:k 8:k &k fix• g:Z• &k �: MAX COLUMN LOADS „ N 6 `.•••• e'xe•x1e•CONCRETE ❑ — —— —— — — — -o: .. d AsoNRruxlTs 1Q=2503 LBS. m T, ( I FACTORY 1-BUi9l O 2503 LBS. ST E F ; '-:• DRY-STACNEO) v ^ O• LV A ID I �7,_0^�T/YP F ' c<.OR\�P o o I I 7-6"MAX -0 ss/ "•;,� F _o„ T—O" TYP. ANAL;..,.,'.. ?Xp • �,� MAx T-6"-MAX`(I ' 4-2017MAx BGOEIGSTING NCRETE N N 0LA ( CONDITION) SuTO% PO tlMrm O - FA07Q7Y I-BEAR I , D MAX P.T.2 xB WOOD CAP ❑ N- - � — fM --- --- -- — -------- 1 ' D FACTORY EAM . < MAX I 6'-0'MAX - .. L6'-0" TYP. "•'•' EASONS•CONCRETE o SPACING '•;••T? (DRY-STACKED) 'O - I'-o" 6'-O" M. MATEUNE) A -O��M 2'AX FLOOD ZONE INFORMATION - MAX 7'-0"MAX F-1 MAXI •FEMAMAP INDICATES THATTHIS LOT I8 INA FLOOD ZONE B ) I AEWITH BABE FLOOD ELEVATIONAT VNAVD B& Q -LOT SITE GROUND(ESTABLISHED)ELEVATION 184.0: GRAD �,`i;.'. FACTORY I-SCAN. aVIINIMUM FINISHED FLOOR ELEVATION TO2E&0' •;EXISTING CONCRETE — --'— —— ILL I (GOOD CONDITION) fi:Z: TX 6. -o a'-o°o.c, O B sub TO TOP of T. x A" MAX MAX F-1 F-I STRUCTURALLOAO FLORIDA BUILDING COD 41,-0" SYMBOLS CODE EORION:2014 ADLIMITATIONS: CODE(BTN EOITION)BA8CE 7.10 1. ULTIMATE DESIGN WIND SPEED: 1TDL WIND 4NDS F.T.- 2, NOMINAL ESION WINOSPEED: FRAME TIE-DOWN FASTENED TO GROUND ANCHOR 132 mih wIN08PEED 3, WIND UPOSURE CATEGORY: -0' v G.A. a, IMPORTA NCE FACTOR:1.0 •-COLUMN ANCHOR STRAP FASTENED To GROUND ANCHOR , C DE61GNROOFLIVELOAD: GROUND ANCHOR INS7ALLAl10N 2011F A Q-OLIVER TECHNOLOGIES,TIEDOWN ENGINEERING,OR MINUTE MANANCHOR9 8. DESIGN FLOOR LIVE LOAD:' W T�xWo�a°cIEN11LIN"PNEIA{8r�'I' RAIL LONGITUDINAL BLATERAL BRACING SYSTEM 40 PSF MIN.to SCREWS OR SO%SCREW HOLES, - 7,h9MASaUMED301L BEARING CAPACITY: 1000PSF Fl .EVENLY SFACED. ®-OLIVER TECHNOLOGIES.TIEDOWN ENGINEERING,OR MINUTE MAN ANCHORS B,OCCUPANCY CLASSIFICATION: R3 BRACKET I.UYBE nMIT1E0 ONSRF li R IS INSI'I I in RY T11 µ u FAL'e RFR LATERAL BRACING SYSTEM ONLY B,CONSTRUCTIONTYPE VS 2XS,MIN.PERIMETER R4IL 10.THIS BUILDING IS NDT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC ALL TIE-DOWN STPAPS EIC. SHALL BE TYPE 1 _ FlNISX 8,GRADE 1 SIEEL S'TAAPPINC 1G8000 -IOEWALL MgTEUNE WALL FINISH TIED SIR'ENGFML.OSS'MINIMUM t111DKNf5S TIED0ITHS-4'-0'O.C. I,LAUgTS OgR(MINUS Splmzw. ..002 IN.-A&OOIZE)pM,)ZyINC, ' ORUNCE9 PER�LIL'BR�Ufl�ACE 47SG S"XI8'CMU BLOCKS AME OUTRIGGER PpOU7NpDS�9MI�NNI�MIUIMNONARKED EVERY DRY STACKEDPIAND A.!AI SPE11�4U W1DTM (PER PLAN) FLOOR Jane FOUNDATION NOTES: FPAME GROUND ANCHORS SHODLO BEI '8•x18•CMU BLOCR" t.BLOCKING SPACING BAKED ON 20P8F LIVE LOAD ON ROOF AND1B00 P8F SOIL BEMINOCAPACRY. cER,N&F7Ep C PqS 910NAL AR�yrtE�7� DRY STACKED PIER 2 CONCRETE BLOCKS ARE ONLY RATED AT S000 POUNDS,8000 POUND PIERS OR HIGHER MUST BE 4'-D'O.C. E�NGINE�ELR�ANDYDpR NA�NTHO¢NALLY RECOGNIZFA .L 2X8 WOOD SHIM kg DOUBLEBLOCKED. MA%SPACING 4T23X[Bi 6Hp�)LD BEMIAI#IM MI�yI�IOM�TO 4'THICK SOLID BLOCK CAP i 3.STAINUM SYSTEM PER OLNERTECHNOLOOIES,INC,OR EQUNALENTAND ALL SIDE:WALLANCHORS ARE 472�LB5 BASTING N1. CONCRETE SLAB 1-1 B'X18.OMU BLOCKS 10 0 SPACED MODEL .FOUR FOOT GROUND ANCHOR MAY BE USED. (GOOD CONDITION) iN a DRY STACKED PIER 4.THE MODEL 1101 V(LONGRUDINALBLATERAL PROTECTION)EUMIMTES THE NEED FOR MOST 87ABIL�A PLATE6 + 9NfiE-STACKED '•iv AND FRAME TIES.EACH SYSTEM IS REQUIRED TO HAVEA FRAMETIEAND STABILIZERATTACHEDATFACHLATSMARM STABILIZING LOCATION.THIS FRAMETIE AND STABILIZER PLATE MUSTBE LOCATED WITHIN 19•FROM CENTER OF GROUND PAN. 8.W000 SHIMS MAY DE INBTALLEDWHEN NECESSARY BETWEENTHE I- L 8 THE TOP OF THE PIER.8HIM9 SHALL BE FREE OF Tr — TIT IT'T—• — fGi0T3,SPLITS,AN09(IMlfgftlMPERFECT(ON9,SHIMS SNA11 BE OF P.T.LUMBER CEDAR,ORABBAND BEARING ATALL CONTACT POINTS SFULL NOT BE lE88 THAN 2130E THE BEARWG pR10RT0 AD0INOTHE SHIMB. ANCIInR IusT IIw_An�N — — a,ALLTIEDOWN AN SHALL HAVEAMINIMUM 4,728 LB.ULTMATE CAPACIlYANO SHALL BE INSTALLED PERTHE MANUFACTURER'S SPECIFICATIONS. Fm`snuG caurRETE INCTAII AnDN 7.THE BTEELFRAME OF HOME I9 NOT FOR UBEOF RELOCATION OF HOMEAFfERBENP,AND 181NTENOED FORU9E ABAPERMANENTFOUNOATION. 4'-0'GROUND ANCHORS x1TIe A 8/B'SHAFT AND A 8,AEI.PIERS BHALLBE CON9TRUCIEDOFB'X9'X16'CONCRETEMASONRY UN RS CONFORMING 70A9TM CB0. S'SINGLE DISC OR EQUIV. &INSTALL BLOCKPIER ON EACH SIDE OFALL EaTfEfU0 W DE ME (SECT ANCHOR HEAD 1MM YIN.8 S %J IB:DGE ANCHOR OA EIXIAL, 10.IBFAM SUPPOfLTPIERB MAY BE IN8TAl1EDlATERALI.Y(80.DEGREES F'ROM7HE OW_TATIONSHOWN ON THE FOUNDATION PLAN),MUSTBE _ MINIMUM a'EDGE DISTANCE LOCATEDDI yPIE BELOW THE I—CENTERUNE, 11.ALLMABONRY PIERS MAYBE INSTALLED INADRY STACKSUBIECTToLOCALJURISDICTION 9Bnyb EnglnaBHlp 9ervlcea T-%TANOARDSANDPIANe MEET OMWING INiOWAATION CUSTOMER: BURGESS 818E Wo%AllcH ,3ft.100 THE 2014 F.BrPEEIOENTI"INhE".I DESIGNED F'20 LBlce wales,FL 33883 �],� ADDRESS:481 NETTLES BLVD.,JENSEN BEACH,FL 34957 PSF NWO FLIPS LOAD OIKDe:883-MM980 Vw:ULTIMATEOESIGNWNDSPEED•IMMPH(RISKCATEROORYIIBUILDNG) CENTRA"lL I �-'I MODEL#UKNOWN-20'-G"X39'-G°/40'•0" HUD) � 0 PBP COIL FBA;1.86CM5-2044 V.n•NOMINAL DE SIGN IMNO PEEG•132 MPH(RISK CATERGORY II BUILDING) � M.84 FOUNDATION PLAN AND DETAIL 'L'N WBbBIIe:WWw.ABnybengInBGAnG,min (TABLE 1609.3.1) HOMES DATE: PROVIDED BY EmBII:In(@-Ayb-iOSS"M M MARXV,RICHTER6.ESEBIBB ``� o30o-2Bn F�('Ym SIB B.SOENICHWY,6fE100. - �7 ��►� SENVIIENGINEERINGSERVICES SIB 8 SCLEB,FLS4BST L,,,,_. ecuE: ©wPmxF+R mm OFFICE-SST-6BP.BAFD - ^ '`.w••r" xm PROnEDTo ecuE LAKE WALES,FLORIDA 33853 IIHEET1oFt r r r HANDRAIL GRIP S_I7E STAIR TREAD AND RISERS 8 THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER 8P SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE Q $ ADJACENT TREADS, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT ,QEG 15$j 1.---.2�' NO�ll7 OF STAIRS SHALL T EXCEED THE SMALLEST BY MORE THAN 3/6 INCH. it i THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE•TREAD DEPTH SHALL BE III HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION �` is• :n OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING_EDGE. IAu+ § 1 THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE Am SMALLEST BY MORE THAN 3/6 INCH. - E / THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE-TREAD SHALL BE NO GREATER - {B�Lbp - NONCIRCULAq THAN 9/15 INCH, A NOSING NOT LESS THAN 3/41NCH BUT NOT MORE THAN 1-1/4 INCHES CIRCULAR RECESBED SHALL HE PROVIDED ON STAIRWAYS WITH SOLID RISERS.A NOSING IS NOT REOUIREb WHERE i afl THE TREAD DEPTH IS A'MINIMUM OF 11 INCHES. / / / /•' � ;� 1 Peruneler.4"•B� Perimeter:>6j- Ti iAl -HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE - EXISTING STRUCTURE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. G *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH �, r CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS, HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A I rrrryy LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO ^ 1 TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. ' �u • - 4'-0"TYP. ,7, 5 4:'X 6 BOARD RAIL CAP EACH P.T.POST FASTENED TO PERIMETER 2%e P.T.LUMBER(SPet OR SP/2) x 6'-0"MAX / JOIST USING(3)1/4'X 4-1/2'-SIMPSON'S SDS '-0" MAX 16'O.C.SPACING,FASTEN USING .WOOD SCREWSS``OR EQUIVALENT. 160 NAILS OR EQUAL OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4' DIAMETER SPHERE FASTEN P.T.6 4 DECKING P.T.2X6 JOISTS W11H v1 THE GUARDS MAYBE WOOD,ALUMINUM,VINYL,.OR EQUIVALENT. MIN.2-3'SCREWS PER CONNECTION 2 X 4 TOP&BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ' ON INSIDE FACE. 2 X 2 BACUSTE OPENINGS FOR REQUIRED GUARDS ON THE z SIDE OF STAIR TREADS SHALL NOT ALLOW A - MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. U WOOD SCREWS FOR RIM JOIST TO POST ' CONNECTION, (5) 16d NAILS OR.EQUIVALENT - P.T. STEP LANDING-FLOOR FASTENE ATTACH @ LUSTERS TO TOP &BOTTOM . TO HOST FLOOR MEMBERS USING SIMPON'S W/MIN. (11#8 WOOD SCREW OR EQUIV. ' 1/4" X 3-1/2" SDS WOOD SCREWS OR - EOUIV. AT 12"O,C,STAGGERED SCREW PATTERN b .T, 2X6, I 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING(5) 16d NAILS OR CONCRETE OPTION: EQUIVALENT AT EACH JOIST TO RIM JOIST IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND CONNECTION. ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. 8 Sri 30" GROUND ANCHOR - (d) 2 X 12 P.T. STAIR STRINGERS THE P.T, 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING, R, r.. g s AP W/TIE DOWN STRAP CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT: R$ g STR TO WRAP AROUND P.T. 2 X 6,TIGHTLY - m.. E �z (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) v �a(' 2Y y STAIR AND LANDING ILLUMINATION REQUIRED 1 r r r rr°r pro 24-2017 0 @ g (1) 2 X 6 P.T: ATTACHED TO POSTS ;�` NCEN a t ¢ USING(5) 16D NAILS TI EQUIVALENT AT EACH ; •.•�CE• /Cy:r Themplemandspecl6cedom N , 3'-0"LANDING HEIGHT 5 STEPS(MIN.) 2X6 TO POST CONNECTION. com I with Section 1609or the Dro 4'-0"LANDING HEIGHT=7 STEPS.(MIN.) �.' ••• 2014�I GRMtlential(51h Edtlan) p,r ��• O 6 •.� VULT•ULTIMATE DESIGN WND SPEED-170 MPH J1 STEPCONSTRUCTION NOTE: STA �� -NOMIML WIND SPEED•132MPH CONTRACTOR SHALLB R PON IFI F FOR VERIFYING '5°'. •Lu ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMPGRALL FASTENERS IN CONTACT WITH P.I. LUMBER TO �F ••Sp�O�R�•�aCi�.` 31e s.scenlD Hwy,Se.100 Leke Wel°s,FL33653 V •.,�A,NALI1r``° OaryicCe:663- 136A. F �.•Ww•.FL 33w ©�a�Tn wT mir i 70 37 L - HANDRAIL GRIP SIZE STAIR TREAD AND RSERS —'• THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER t I 1A�2T SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE /•' 9 - ••� r_. ADJACENT TREADS, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT i{6; 0 6 0 W 1." 2' OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. v A+ THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE EXISTING STRUCTURE. GL •B. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION a a J A^ 14• .c OF JACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. $ 8 THE GADREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE aE E qr SMALLEST BY MORE THAN 3/8 INCH. 31 1 8 - THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN S/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE 1HAN 1—I/4 INCHES - NONCIRCULAR CIRCULAR RECESSED SHALL 9E PROVIDED ON STAIRWAYS WITH SOU.RISERS.A NOSING IS NOT REOUIREb WHEREg e THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. g 2& Patimelef:4'•Bj Perimeter:>6,'" EACH P.T.POST FASIENED TO PERIMETER �� JOIST USING(3)1/4'%h1/2'SIMPSON'S SDSr-N-0"MAX 2'.B P.T.ACING, (STE U SP82) �i• - JOI SCREWS OR EQUIVALENT, 18',O.C.SPACING,FASTEN USINGHANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE 160 NAILS OR EQUAL ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP-SLOPE,SHALL BE NOT LESS THAN 34INCHES AND NOT MORE THAN 38 INCHES. - E " RE DEER C NN P.T.2xs JOISTS w17H -HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MIN.2-3"SCREWS PER CONNECTION �-u� CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. rAr • HANDRAIL ASSEMBLES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO / ^` TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. / ' -2 X 8 P.T.LUMBER(SPIN OR SP/2) _ •4'-0'TYP. 10'-0 16'D.C.SPACING,FASTEN USING 6'-0"MAX T. 5/4" X 6 BOARD RAIL CAP /' MAX �161)NAILS OR EQUAL - OPENINGS SHALL NOT ALLOW — p,T.Poses FASTENED To CO SUB THE GUARDS MAYBE WOOD,ALUMINUM,VINYL,OR EQUIVALENT. THE PASSAGE OF A 4"DIAMETER SPHERE USING SIMPSON'S ABU44 OR EQUAL [�] 2 X 4 TOP&BOTTOM ATTACHED TO REAR a DECK TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. I O Q,ENINGS FOR REQUIRED GUARDS ON THE L FASTEN P.T.5/4 DECKING TO P.T.2X8 JOISTS W11H 6 MIN.2Y 3'SCREWS PER CONNECTION 2 X 2 BALUSTER p �1' = 914E OF STAIR TREADS SHALL NOT ALLOW A ' ` - MIN. (3)SIMPSON'S SOS 1/4" X 4-1/2" m SP ERE 4-3/8" TO PASS THROUGH. v WOOD SCREWS FOR RIM JOIST TO POST ° EACH P.T.POST FASTENED TO PERIMETER CONNECTION, (5)16d NAILS OR EQUIVALENT JOIST USING(3)1/4'%4-1/2'SIMPSON'S SOS WOOD SCRE OR EQUIVALENT. A17ACH BLUSTERS TO TOP BOTTOM P.T. STEP LANDING FLOOR FASTENE WY MIN. (1)y8 WOOD SCREW OR EQUIV. TO HOST FLOOR MEMBERS USING SIMPON'S GUARDS SHALL BE LOCATED ALONG OPEN—SIDED i/4" X 3=1/2" SOS WOOD SCREWS OR - WALKING SURFACES,INCLUDING STAIRS,RAMPS AND 'x LANDINGS,THAT ARE LOCATED MORE THAN 30 o EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN P.T. 2X6 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES I HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. na 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR CONCRETE OPTION: EQUIVALENT AT EACH JOIST TO RIM JOIST IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND CONNECTION. ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. _ - 8 30" GROUND ANCHOR W/TIE DOWN STRAP (3),2 X 12 P.T. STAIR STRINGERS THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING'CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT, � (EACH SIDES OF LANDING) STRAP TO WRAP AROUND P.T. 2 X 5 11GHTLY , N5 zz ' (DO NOT OVER TENSION STRAPS)- � - � � ' - M (1) 2 X 6 P.T. ATTACHED TO POSTS STAIR AND LANDING ILLUMINATION REOUIREO ••T•1 T G•f 1• P7-25-2017 e 0 rA ; \NCEN dd 888 USING(5) 16D NAILS OR EQUIVALENT AT EACH •'BEN C1 These plere ezig",fivans PP .�- .••\ '•.•y compIy .Section 1609 vans 3'-0'LANDING HEIGHT 5 51EP5(MIN,) 2X6 TO DST CONNECTION. - ; �'�. 2014 FBC-Residential(Sm EdIIDn 4'-0°LANDING HEIGHT=7 STEPS(MIN.) VULi"ULTIMATE DESIGN WIND SPEED=]D No. 5 STEP CONSTRUCTION VASD-NOMINAL DESIGN WIND SPEED•132 MPH NOTE: 01 STATE :Q (TABLE1909.3.1) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING - O•. 'L" ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. c�•'• C O,. ' s°^"�°"°""°" ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER S /•,OR „��G� 31 LakScenic Wales FL'33853� 31as.sN..�.1m ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL ��'s�NAL j1L.•� atlDe:e6386-204o •WI••.•L�+ f f]1 1 1 Fex:1-888-865.2044 ©cowaoG mu VINYL SIDING HARDI BOARD, OR EQUIVALENT S011;AIGGER"EDS KIRT�IING DETAIL CUREW PA�TTFO.RNPS�WLLOOD�) MATELINE WALLppp LL gTU T 7� N� 7�p �g P.T.SILL PLATE. CH ENDOOFOSND,AIXVE PFR,NGEAUN.�NG(2)y8 SCREWS RAME OUTRIGGER PFRINU FLOOR JOISTS ee➢a-d NEErrTAAAAAALLLLLL jUDFF 26��EEGAppUNNGE)AA ��pp ppEE RRfN1 ME� G.tsy-4BE VERED 01V1TH1'MERNO M(.113 THICKNE�NAIL-S FRAME ' THERMO-PLY TO BE INSTALLED WITH 1-1/4'GALVANIZED ROOFIOR EQUIV. THE FASTENING SCHEDULE IS3.O.C.ON ALL PANELAND 6.O.C.ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL O T. 2X8 WOOD SHIM ' OVER STUDS. THERMO-PLY TO BE COVERED WITH VINYL LAP SIDING,HARDI BOARD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. X16" CMU BLOCKS DRY STACKED RETE•SLA EXISTING CONCRETE.8° B 0 3NGOVD.C.W (` °2€%2 OTFRIIC WASHER -rTl— =- U-Il i��Tf-Tff-ii�-III-L�-IL1-T�I�➢I- -�Ll�-i�-L�-1� DTI I fW�, 11�T1_�1 - A SECTION "A" 0 U 4,-6,NAx 2•xB•FLOOR JOIST �'��• 2'.9•P.T.SILL PLATE . OALVANIZED METAL STUD(26 GAUGE) STUDS O 11-4.O.C. - GALVANIZED 1` -. ETAL STUD(26 GAUGE) ^�� EASTING CONCRETE SLAB VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH m WITH A PERFORATED 1 4 INCH MAXIMUM'OPENING IN ANY DIMENSION) CORROSION mg(3z AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. �� t r l t l r r r r r p11-25-2017 6 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE `.��\NCE.N7 FLOOD VENT NOTES 'vTNn.LAP,xNlDI IWO'OR EO � •�C E N C � These plans and epeGOceUons INSTALLED PER RNUFAGrUR@•S .� •, \ • � ' compIy WJh Section 1609 of the n G 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE i', TarAvcrmxs. C� J 2014 FBC-Residentisl(Sth Edison) HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL : Q: ••� — VOLT=ULTIMATE DESIGN IMNO SPEED-170MPH Dtmine N'�f BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO �t No. 56 S2 HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. b ` VASD=NOMINAL GESIGNWN 80 2MeR� S Wna Detell] ;• 5T E r (TABLE 16j)7S1} L 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH - Lj O•. •��C44 (3secondGdlts) l FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE '.F EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE ��iS••�'(..�R ' �� 318 S.ScenicHy ,Ste.too sms uR•.ti Osm•• AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. yy S/0NAL �\ LekoWales,FL33853 ]tes.s••�xy,m..tm �� tT 'Office:863-589-5980 L•F•4NY•,FL]]95i CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. pFTAONT]a:, """"�� Fex:1-B68-885-2044 ©