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Home My WebLink AboutPLANS 1DESIGN CRITERIA DESIGN LOAD5 PER THE FLORIDA BUILDING CODE, 5TH EDITION (5EGTION IbOT 8) LOAD5 HAND 4 GUARD RAIL5..............................................30 PLF OR 200 L55 IN ANY DIREGTION INTERMEDIATE RAIL5.................................................30 L55 DESIGN GRITERIA PER A5GE -I NNED ULTIMATE WIND 5PEED REGION, V(ult)......................112 MPH �V BY NOMINAL WIND 5PEED REGION, V(asd)....................132 MPH GOO BORNE DEBRI5 REGION 5t LucAe R15K GATEGORY 11 EXP05LRE G CONCRETE I. GONGRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I.301 "SPE6IFIGATION5 FOR 5TRUGTURAL GONGRETE FOR BUILDING5" LATE5T EDITION AND A.G.I. 316 BUILDING GODE REGIUIREMENT5 FOR 5TRUGTURAL CONCRETE. 2. GONGRETE 5TREN6TH 5HALL BE A5 FOLLOK15: 3,000 P51 ® 25 DAY5 30' MAXIMUM AGGREGATE SLUMP 5" 111 3. GROUT SHALL BE 5,000 P51 NON-METALLIC, NON-51HRINK HIGH 5TRENGTH. TOP OF GROUT 5HALL BE LEVEL WITH ADJAGENT 5URFAGE5. ALUMINUM, I. ALUMINUM HANDRAIL 5EGTION5 SHALL BE OF THE FOLLOWING PROPERTIE5: TUBE5, GHANNEL5 6063T5 F(tu) = 22 K51 E= 10,100 K51 2. ALL WELD5 ARE ARGHITEGTURALLY EXP05ED AND SHALL 13E WATER TIGHT. 3. ALL hELD5 SHALL BE IN AGGORDANGE WITH A.W.S. LATEST EDITION. 4. FA13RIGATION AND IN5TALLATION OF ALUMINUM MEMBER5 SHALL BE IN AGGORDANGE WITH THE 5PEGIFIGATION5 FOR ALUMINUM 5TRUGTURE5 BY THE ALUMINUM A550GIATION AND THE ALUMINUM DESIGN MANUAL, LATEST EDITIONS. 5. ALL ALUMINUM 5URFAGE5 IN GONTAGT WITH GONGRETE 5HALL BE PAINTED TO PROVIDE 5EPARATION OF MATERIAL5. 5'-21/4" r 2" -� V W VVIW, 1 IU. rV GY 1-IIIY 14" I, EMBEDMENT OF P05T5, FILLED SOLID WITH GONGRETE AS PER 5PEG5 TYP. GUARDRAIL ON GRADE 11214111110 56ALE: 30' =1'-O" 1. POST AND TOP CAP TO BE 2" X I' SQ TUBE 2. PICKETS ARE 3q" x .0625 SQ TUBE 3. BOTTOM CH V x 2" x I' CH 4. FENCE IS WELDED CONSTRUCTION WITH SST FASTENERS AT SPLICES 5. POST TIN GROUND WITH CONCRETE AROUND POST 6. GATES ARE 50" ABOVE GROUND AND HAVE POOL CODE HARDWARE 7. FENCE TO BE 50" ABOVE GROUND WITH A 2" GAP AT BOTTOM 8. FENCE ESP PRIMED WITH ZINC CROMATE AND TOP COATED WITH EPDXY PAINT WITH A TWO YEAR WARRANTY 4" P05T DE516NED BY OTHER5 GORE D GONG 5LA13 TO PLAGE P05T 3" MIN. EMBEDMENT. FILL W HI STRENGTH GROUT A5 PER 5PEG'S TYP. GUARDRi! L N SLAB' 5GALE: 3/8" =1'-O" ' 52 ' fi NOTES: 1. CAP 2" x 4" 0 f CAP 2. POST 4" S UBE AT ENDS 2" SQ BE IN RAILS 3. PICKE 1"SQx.0625 o 1p�� L p� 4. BO OM CH 2" x 7" CH ♦ �s � C9�C.O 5 AIL ESP PRIMED WITH ZINC CROMATE AN OP COATED • . �SSONAL ��• �� WITH EPDXY PAINT WITH TWO YEAR WARRANTY,,,",,,. 6. POST CORE DRILLED INTO SLAB FOR APPROVAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 NAME: HARBOR RIDGE YACHT CLUB 13400 NW GILSON ROAD 203037th Avenue .r PALM CITY, FLORIDA 'Vero Beach, Florida 32960 `=I 772.569.1257 Fax 772.56940411 i TITLE: POOL GUARDRAILS ISSUE DATE: 1 0-26-1 L JOB NO. 1 L-22/ DRAWN BY: TR CHECKED BY: M L SHEET NO: S-1 OF 1 SHEETS This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Engineering, Inc. DESIGN CRITERIA DE516N LOA05 PER THE FLORIDA BUILDING CODE, 5TH EDITION (5EGTION 1601,D) LOAD5 HAND I GUARD RAIL5..............................................50 PLF OR 200 L55 IN ANY DIRECTION INTERMEDIATE RAIL5.................................................So L55 DESIGN CRITERIA PER A5GE 1 ULTIMATE WIND SPEED REGION, V(ult)......................112 MPH NOMINAL WIND 5PEE0 REGION, Ward) ....................152 MPH WIND BORNE DE5RI5 REGION R15K GATEGORY II EXP05LRE G CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I.301 15PEGIFIGATION5 FOR 5TRUGTURAL CONCRETE FOR BUILDING-50 LATE5T EDITION AND A.G.I.318 BUILDING CODE REGUIREMENT5 FOR 5TRUGTURAL CONCRETE. 2. CONCRETE 5TRENGTH 5HALL BE A5 FOLLOWS: 3,000 P51 ® 2& DAYS 3/5" MAXIMUM AGGREGATE 5LUMP 51, t 11 3. GROUT SHALL BE 5,000 P51 NON-METALLIG, NON-5HRINK HIGH 5TREN6TH. TOP OF GROUT SHALL BE LEVEL WITH ADJACENT EURFAGE5. ALUMINUM I. ALUMINUM HANDRAIL 5EGTION5 SHALL BE OF THE FOLLOWING PROPERTIE5: TUBE5, GHANNEL5 bOb3T5 F(tu) = 22 K51 E= 10,100 K51 2. ALL WELD5 ARE ARCHITECTURALLY EXPOSED AND 5HALL BE WATER TIGHT. 3. ALL 1 ELD5 5HALL BE IN ACCORDANCE WITH A.W.5. LATEST EDITION. 4. FABRICATION AND IN5TALLATION OF ALUMINUM MEMBER5 SHALL BE IN ACCORDANCE WITH THE 5PEGIFIGATION5 FOR ALUMINUM 5TRUGTURE5 BY THE ALUMINUM A550GIATION AND THE ALUMINUM DESIGN MANUAL, LATE5T EDITIONS. 5. ALL ALUMINUM 5URFACE5 IN CONTACT WITH CONCRETE SHALL BE PAINTED TO PROVIDE SEPARATION OF MATERIALS. 5'-21/41, r 2' V W VVI\V. 1 IV. IV Z'r fill\ EMBEDMENT OF P05T5, FILLED 50LID WITH CONCRETE A5 PER'5PEG'5 TYP. GUARDRAIL ON GRADE 5CALE: 30' =1'-O" NOTES: 1. POST AND TOP CAP TO BE 2" X y" SQ TUBE 2. PICKETS ARE J' x .0625 SQ TUBE 3. BOTTOM CH V x 2" x x" CH 4. FENCE IS WELDED CONSTRUCTION WITH SST FASTENERS AT SPLICES 5. POST TIN GROUND WITH CONCRETE AROUND POST 6. GATES ARE 50" ABOVE GROUND AND HAVE POOL CODE HARDWARE 7. FENCE TO BE 50" ABOVE GROUND WITH A 2" GAP AT BOTTOM 8. FENCE ESP PRIMED WITH ZINC CROMATE AND TOP COATED WITH EPDXY PAINT WITH A TWO YEAR WARRANTY P05T DE5I6NED BY OTHER5' GORE D GONG 5LAB TO PLACE POST 3• MIN. EMBEDMENT. FILL W/ H 5TRENGTH GROUT A5 PER 5PEG'S NOTES: ALE: 3/8" =II-O" 1. CAP 2" x 4" CAP 2. POST 4" S TUBE AT ENDS 2" SQ TUBE ILS 3. PICKE T' SQ x .0625 Perm I D V ��%� U 4. BO OM CH M x 1" CH 5. L ESP PRIMED WITH ZINC CROMATE AND TO 0, FOR AP P R OV L WITH EPDXY PAINT WITH TWO YEAR WARRANTY 6. POST CORE DRILLED INTO SLAB 4AF1iiiiiiiii. ENGINEERING,:INC.,• Consulting Structural Engineer' 2030 371h Avenue t_r Vero Beach, Florida 32960 'Phone: 772.569.1257 Fax: 772.569.40411. JNAME! HARBOR RIDGE YACHT CLUB 13400 NW GILSON ROAD PALM CITY, FLORIDA "H POOL GUARDRAILS ISSUE DATE: 10-26\ JOB NO. 16-227 DRAWN BY: TR CHECKED BY: ML SHEET NO: S-1 OF 1 SHEETS MICHAEL A. LUE, P.E. FLORIDA REG. #47520 This drawing and design as shown Is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Engineering, Inc. • _ ] DESIGN CRITERIA DE516N LOAD5 PER THE FLORIDA BUILDING GODE, 5TH EDITION (SECTION 1601.8) LOAD5 I ' HAND 4 GUARD RAILS..............................................50 PLF OR 200 LB5 IN ANY DIRECTION INTERMEDIATE RAILS.................................................50 L55 DE56N CRITERIA PER A56E l J(,HNNFD ULTIMATE WIND SPEED REGION, V(uIQ......................112 MPH 3t. LUCOUny,� By NOMINAL WIND SPEED RE610N, Ward) ....................132 MPH C WIND BORNE DEBRIS REGION tY R15K GATEGORY II EXPOSURE G CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I.301 'SPEGIFICATION5 FOR STRUCTURAL CONCRETE FOR 13UIL12IN650 LATEST EDITION AND A.G.I.318 BUILDING CODE REGUIREMENT5 FOR STRUCTURAL CONCRETE. 2. CONCRETE 5TRENGTH SHALL BE AS FOLLOWS: 3,000 P51 0 2& DAY5 3/8' MAXIMUM A66REGATE SLUMP 5" t I' 3. GROUT SHALL BE 5000 P51 NON-METALLIG, NON-5HRINK HIGH 5TREN&TH. TOP OF 6ROUT SHALL BE LEVEL WITH ADJACENT SURFACES. ALUMINUM I. ALUMINUM HANDRAIL 5EGTION5 SHALL BE OF THE FOLLOWING PROPERTIES: TUBES, CHANNELS 6063T5 F(tu) = 22 K51 E= 10,100 K51 2. ALL WELD5 ARE ARCHITECTURALLY EXP05ED AND SHALL BE WATER TIGHT. 3. ALL WELDS SHALL BE IN ACCORDANCE WITH A.W.5. LATEST EDITION. 4. FABRICATION AND INSTALLATION OF ALUMINUM MEMBERS SHALL BE IN ACCORDANCE WITH THE 5PEGIFIGATION5 FOR ALUMINUM STRUCTURES BY THE ALUMINUM A550GIATION AND THE ALUMINUM DE516N MANUAL, LATEST EDITIONS. 5. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL BE PAINTED TO PROVIDE SEPARATION OF MATERIAL5. 5!-2 1/4" 2' WITH CONCRETE A5 PER 5PEG5 TYP. GUARDRAIL ON GRADE SCALE: 3/&" =1'-O' NOTES: 1. POST AND TOP CAP TO BE 2" X I" SQ TUBE 2. PICKETS ARE J" x .0625 SQ TUBE 3. BOTTOM CH V x 2" x tl" CH 4. FENCE IS WELDED CONSTRUCTION WITH SST FASTENERS AT SPLICES a M 5. POST TIN GROUND WITH CONCRETE AROUND POST o i m m 6. GATES ARE 50" ABOVE GROUND AND HAVE POOL CODE HARDWARE z c m O 7. FENCE TO BE 50" ABOVE GROUND WITH A 2" GAP AT BOTTOM v i' o c ,-"'i O 8. FENCE ESP PRIMED WPPH ZINC CROMATE AND TOP COATED WITH EPDXY 0 m H s o c PAINT WITH A TWO YEAR WARRANTY A- z-40 0 GB z m GN �0 0 I Za p55C fV m0— z� ZOTHE a m O 0 ED 0 BY RS ECEUVE NOV = 2 RCO pffmJ Ib06-0110; FOR APPROVAL GNG SLAB TO PLACE 0� D rLL 3° MGC EMBEDMENT. FILL W/ %o°°sae AN T,•�� 6H STRENGTH GROUT A5 PER SPECS � Q�1'yeti TYP. GUARD L ON SLAB 50ALE: 30. =1'-O' 5,2 • �•m NOTES: 1. CAP 2" " OVAL CAP % ° G XPO" SQ TUBE AT ENDS 2" SQ T IN RAILS ¢ TS V SQ x.0625M CH 2" x I" CH ♦ • . R %' •�� 5. RAIL ESP PRIMED WITH ZINC CROMATE AND COATED AL EG'�, WITH EPDXY PAINT WITH TWO YEAR WARRANTY 6. POST CORE DRILLED INTO SLAB MICHAEL A. LUE, P.E. FLORIDA REG, #47520 JOB NAME: HARBOR RIDGE YACHT CLUB ISSUE DATE: ��_��-�� This drawing and design as shown is JOB NO. 1 6-227 j ENGINEERING,. i I 13400 NW GILSON ROAD the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express :,•_;Consulting '. Structural Engineers of DRAWNBY: TR CHECKED BY: ML j;};; 2030 37th Avenue _ e.^i PALM CITY, FLORIDA I IC constltutel anampany Isprohibited, moyssion infri ge- Veto Beach, Florida 32960 '� `� ^ menl, and may be subject to legal action TITLE: LE: POOL GUARDRAILS SHEET NO: S_1 OF I SHEETS 4Phone: 772.569.1257 Fax: 772.569.40,11 by ML Engineering, Inc.