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HomeMy WebLinkAboutDrawing FT( p c C l PZ 3 lair +lRAlll�trr�lER.f'r1� ��'`• `'p ,✓'' 3 k2'A%C PAD Tor- --_Ater _ ' ' yy0tol VON 6 VNE la r E d' TALd kM4E r't u 1a? P,EftflPtt7ta' t 2 Ms WAG oa 3174 fLav10.1 34.40- ..�: ,y3 L ailPRYFR R%W °o A ':5 ': i.. ="+i•'. :: :`::.:::;: i EsrvEff,, E r r p9 yob, �.. ;�• i:::.:;, tt• 3d?D F ar7R ...................' L� 20! ALK ':�nc s y :'sa. r l 20 TEP rF9ANIf� .20'A/0 PAD S7'C11VE tr,4RYf UYHdIE' "" �? L�:cv.-f6oG'9 'X2' P001 PA EGEV ?5.83 �A/�f rl�b90� 4.3 ' � - u� •, FQ 3/8"0 C4++ 7 fV85°20 Y3 F458.9Fa(OAI i PrNNING 5+� TRACT AA 'I�L`� fi 172'�. 1 �a,' a � 5, Y�8,58' ,�•_. w 5892OW"W 392.43•' (M`RAL'L) Fu4u4 L6042a CIO m c r) ® rrt. DEPARTMENV OF.ENVIORNfeatdNTAL.- IL.E Ut.�1.I L/"''1 I TEDoPftO tGC34QPt CQNTRM)MONUMENCO.P--Y\� m �r v RECEIVED 6 SEP 0 5 2018 rJLE Lj:u Lcie County, Permitting ' P-Y 2` 23(6 F © CAP & k �. SNAP 10 CU i i 3' CUT E a POST & SNAP CAP & SNAP RING a PICKET PICKET elevation 1%' LAJ concrete encasement CHANNEL FENCE SECTMN (STYLE HR[OR) CUT RING CHANNEL} „ ® JOB STDs: STM IMox _- I1129117 Dff-D f3aL7 LjOcf --a RECEIVED E COFoy SEP 0 5 2018 SI. Lucie county,Permitting CAP 8� �. a. SNAP 1 • CU 3' CUT CAP & SNAP RING ® POST .8� SNAP Q E n • PICKET PICKET elevation .concrete encasement _ CFtANiQEL A FENCE SECTM (STYLE OR) CUT RING CHANNEL o a MB SrM 36 "� s - arl�nz �Q �' ��as RECEIVED SEP d 5 2018 ST.Lucie County,Permitting Elaau . 3e 36 CW -sem �-- �pwy �` GUY ANG 3QS " CSTYLF Tom' .. - 6 T tTyL.�� S s . rcr FRANK L BEN RDD,P.E. MECHANICAL ALUMINUM FENCE & GATE MASTER PLAN SHEET 2.5DD PEr°x6549 layC 1NON-STRUCTURAL,DECORATIVE BARRIER,TYPICAL INSTALLATION(GROUND LEVEL NON-SLOPED ONLY) 7S0 SEF O 6 ZOIB HVHZ/NON-HVHZ)(SEE GENERAL NOTE#3&BELOW FOR POOL APPLICATIONS) �`+ 0.058 .OJO . �STYLE OPRONS 2.468 o �lO O 0 ji1. /2018 SEE TABLE FOR POST n 0.052 � 1`1.795-T ST.Lucls COOnry,Permltting Li '..-� " 1 2 SPACING REQUIREMENTS 4 5 TYP. ET TOP CAP HR-1& INTERMEDIATE/BOTTOM v[oIA � P.E. 7 8 3 b 3/4"PICKET GORDON Tn9m,P.E. t HR-13 SNAP PLATE HR 2 CHANNEL HR-3&HR-2 PE[9131 TOP CAP E HR& T n'p: SNAP PLATE HR 11 , 1.000 GENERAL NOTES: ua -000 Io DEDnATOx[�[n ICRaeAi. I!ITT--ppy�y-yy v, 0.097 � it `. 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IF m[ae lsnorortaL 44 '" O o - a 0.125 IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA SIGNATURE ON SM ET 1,THIS • - o -0.066 - o © BUILDING CODE SIXTH EDITION(2017). SMEET IS PART OF A DIGITALLY O SIGNED FRE,SMALL REMAIN In O 1-1.800'--T N. ®, ri 2. DESIGN BASED ON ASCE 7-10 USING V„Am ISSMPH / DIGIRR FORMAT,&rRIxT[o GI Gi 1°PICKET HR-S SNAP POST HRAA I ; - V„-SIOMPH (3 SEC GUST, UP TO 6'-0' WITHIN HVHZ), mnw of TxEn DOcuxurt SPACED TO REJECT ,Z., &SNAP PLATE HR-2 -1 EXPOSURE'D', RISK CATEGORY I,USING THE 'OPEN SIGN ARE NOTmN>QOC[[O NIGNED f SNAP POST HR-4&INTERMEOIATE RAIL METHOD'.70%OPEN USED IN CALCULATIONS.SEISMIC DESIGN ANoeGLCD.IaTMERE IS ND A4"SPHERE 0.065 (UPT048°HEIGHT). DIGITALSIGMANRE DN sxEETI SNAPPLATE HR-2 DOES NOT GOVERN, panus sxEETOo°s nor v o c *WHEN © 1.000 0.050, 3. FOR POOL APPLICATIONS, PER FBC 454.2.17.1.8: POOL OCONTANN AN EENNGNPEERe sFAL �1.795� H X1.625_-y '® ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC55xEEr lsAmn ORAFr. Top USED FOR -11II/OB�,B-/�yl r' 020--T 454.2 AND MUST BE AT LEAST 48'ABOVE GRADE&EQUIPPED 1 CONNECTION A POOL PER SNAP PLATE HR-2 •o rn IDN - 0.045 0.045 SNAP PLATE HR-11 WITH A SELF CLOSING,SELF LATCHING LOCKING DEVICE NOT U p FBC +--•2.000--j 7A g LESS THAN 54° FROM BOT OF GATE GATE MUST OPEN Z DIM >E 454.2.17 yI 1'ROUND O OUTWARD AWAY FROM POOL&MUST HAVE NO OPENING>1/2° ® DIM 'CONNECTION B + '' n 9 3 6 a \/, 00 0'125 PICKET BOTTOM-12 NIVEL WITH4, OR NON POOL RELEASE PPLICATIONS REQUIRING EGRESS:PER W(T(�T Ewij LL $q r -� -,fir�.• �� �Z-M / o ® FLORIDA FIRE PREVENTION CODE 6TH EDITION NFPA 1,101, WW U1 �j\�j� '��j\/ �/ \ .� 'I• y� 2015 EDITION, GATESr REQUIRING EGRESS SHALL HAVE NO W O -3 'V /�� ALUMIMUN FENCE \/�����/���\Sa " \l/\� - ;'1 OPTIONAL EAI RUSIONS (INCHES) LATCHES AND.BE FREESWINGING FOR QUICK EXITING.GATE ZI�¢ �ujLa/ zw BRACKET SHALL HAVE SELF{LOSING HINGES ONLY<: L:1 Q W D LL TO BE PER INDUSTRY STANDARDS 6061-T6 MINIMUM.EXTRUSION TOLERANCES S. SURFACE THIS N ONLY, CE ESIW3TH USEE LIMITEDTTO DECOMTIVE Z O / / TYP.,- BARRIER PURPOSES ONLY...THIS PEN.BIS NOT�INTENOED W o Y •'a D CONNECTION A(CORE DRILL): CONNECTION B(SHOE): --CONNECTION C(FOOTING] TO MEET CODES GOVERNING ELEVATED BALCONIES OR U W STRUCTURAL RAILINGS:; �G1. U 3"0 CORE DRILL,3'DEEP INTO PRE-MANUFACTURED POST FOOTER TABLE DIA.x DEFTF): 6, ALL FASTENERS TO BE #12 X 3'• OR GREATER 2024-T4,I8-8 N a_�w CONCRETE,&6°MIN.EDGE 5°XS°XYi ALUM SHOE POST POST SPACING SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR CADMIUM o IwD W DISTANCE FROM CENTER TO ANY ANCHORED WITH(4)I/a'0 HEIGHT 4'-0° 5'-0° 6'-0" PLATED OR OTHERWISE CORROSION AESISTANTMATERIAL AND CI CONCRETE FACE,FILLED WITH HIGH ITW TAPCON EMBEDDED q8° 10°x24°10"z24".124K26°` i'' '' '. SHALL COMPLY WITH'ANY APPLICABLE FEDERA4STAT'E,.AND STRENGTH,NON-SHRINK,IRON FREE, 1-3/4'INTO CONCRETE& - LOCAL CODES. _ " NON-REACTIVE GROUT. 3'EDGE DISTANCE. 60° 10x24°10"x24°12"X30° _ 7. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM°_ALLOY TYPE 72" 10'x24'12X30° ].2"x30" 6061-T6 OR BETTER,U.N.O. e. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM DOUBLE LEAF TABLE FOR POST SPACING COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND SHALL BE V w p STYLE OPTIONS �t SINGLE LEAF TABLE FOR 4 5 TYP. MINIMUM I.-THICKER THAN ANY MEMBER EMBEDMENT.ALL b O POST SPACING IIFEPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE Q w U z 319 STYLE OPTIONS STRENGTH OF THE CONCRETE AND SHALL BE IRON-FREE, LLL, N w z 0O+ ' NON-SHRINK AND NON-REACTIVE.CONCRETE FOOTERS SHALL < G CONTAIN MIN 0.1%FIBERMESH ADMIXTURE PER CY. � } 9 @ o r 6 - 9. SURROUNDING SOIL TO BE COMPACTED TO 95% OPTIMUM =5 a V' m z€N /I DENSITY, 2000 PSF IN AND SHALL BE CLASSIFIED OR Z Q R ii V f * 1` �- VERIFIED BY OTHERS`PRIOR TO CONSTRUCTION PER FEI j' II 6 TMp' O _ 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. O 111 t7 l7 ( ♦ z POOL NON-POOL -:HOST 10.FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED �1 q x v 2 d f �STRUCNRE WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETER MIN ® SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE. Q B 7 TYP. E F `'2 P 11.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS 0 1 c o 3 9 6 FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. LATCH W/#12 `..(2)#12 SS 12.ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED& To v ' INSTALLED BY OTHERS. ' 1 rjj SS SMS PER `,SMS,TYP }2"� 13.ENGINEER SEAL AFFIXED HERETO VAUDATES STRUCTURAL a 1 1, 4, 6 ' n MFR a Is 2 7/8" DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY a • �* © ©1-1 1° CONTRACTOR,et.al.INDEMNIFIES&SAVES.HARMLESS THIS E ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES Qgg Y n ,/\ \��, ;� •!�/ /\/ !/'�<, ATTACH m�� 3 2 6 &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, • E �� \� fie" N ILII°°°O ease ILII SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT 4� Q ROD ASSEMBLY Q �pStT /� /,•Q' \ / / J WHICH IS CALLED FOR BY LOCAL,STATE,,&FEDERAL CODES& ] pBayy E® /'� CONNECTION B% ��/,\�/\ \� /�/\�/ /' ad TO GATE W/(2) FROM DEVIATIONS OFTHIS PLAN \�\ ♦/ #12 SMS 7yp p</ (4)#12 2 1/4" 14.THIS DOCUMENT IS GENERIC AND DOES NOT.PERTAIN-TO ANY 99 ALUMIMUN GATE SINGLE/DOUBLE ; / LL SPECIFIC PROJECT S1TE ENGWEERING IXpRESS.SHALL NOT BE x �8 B SS SMS 7/7, I HELD RESPONSIBLE OR LTABLE 1N ANY WAY FOR ERRONEOUS11 15 PER MFR) ® ® /�}-3 9 OR INACCURATE DATA OR MEASUREMENTS DIMENSIONS ARE S o[ 6i S GATEFOOFERT \ F //��. ---� }}�� SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESTGN 5 Ii1 2 � 1° CRITERIA. THEY MA1( VARY SLIGMILY BUT MUST REMAIN SINGLE LEAF TABLE(DIA.x DEPTH: DOUBLE LEAF.'7ABLE _•-" < ' NOTE: SINGLE POSPOST SPACING POST SPACING '2'= g l7 WITHIN THE LIMITATIONS SPECIFIED HEREIN,WORKzSNALL BE g ATTACHMENT TO HOST: FOR DOUBLE LEAF TABLE HEIGHT 4'-0" 5'-0" 6'-0" 8'-0° 9'-0° 10 D �•' ® (2)I/4°O ITW SS TAPCON OR FIELD VERIFIED I OT AN OPENGTNEERINO REEVALUATE SHALL BE 3 Td R •(o NOTIFIED AND GIVEN AN OPPORTUN[TY,TO REEVALUATE OUR mmuauDxaxEewxO exmess• AS W MAX WIDTH 48" 30°%24"10"x24°12"X26" 12"x25"12°x26' 12 x28 // 1 EQUIVALENT SPACED 2"O.C.W/ WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION I/ \ �\\ SELF-LOCKING P/4"EMBED INTO.CONCRETE&2 Y2 PRIOR TO MODIFICATION OFEXISTING FIELO'CONDITIONS AND 00-M PS17-60 FENCE BEYOND GATE. 60" ID°x24°10°x24"12 X28" 12"x30 15"x2T 18 x27" �}�8. HINGE 1•. �_. EDGE DISTANCE OR(2)#12 x/4 FABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS 72" 10"x24"12x30" 12"x30° 12"x32 / / SMS INTO ALUM PO5i. OR ADDITIONS TO THIS DOCUMENT.ARE NOT PERMITTED AND 6CALE:NTB uNLE99 NOTED FENCE/GATE FOOTING NOTES: // r Ov e INVALIDATE OUR CERTIFICATION. ... DIMENSION"DIA"SHALL BE EITHER THE DIAMETER OR SIDE OF A SQUARE FOOTING.FOOTERS DESIGNED BASED 15.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL ON FBC CHAPTER 2328 HVHZ,THEREFORE VALID FOR NON-HVHZ IN EXPOSURE'C'&'D'.THE FENCE MAY LIST BUT GATE HARDWARE FENCE BRACKETS CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. �LJI ' STAYINTACT IN SATURATED SOIL AT PEAK WINDS AND IS STILL CONSIDERED PROPERLY DESIGNED. - GG SNAP POST HR-4A&SNAP PLATE HR-2(PERMITTED ONLY FOR POST HEIGHTS UP TO 48")