The URL can be used to link to this page

Home My WebLink AboutFLOOD VENT CALCULATIONUse 'SMART VENT® model #1540-510 a 8"X1611 Stainless Steel Engineered Flood Vents 7� Refer to attached certification for details and approved installation procedures. inELEVATION Tn ETVATION Flood Vent Calculations Area Below Flood Elevation 1,399 ft' Fn Coverage Area per Vent 81'x16") 200 fe No. Vents Required 7.0 (7 vents) F01 No. Vents Proposed 7 (1,400ft2) R 4" thick FRANGIBLE SLAB (pool equipment pad - coordinate w/ pool design) . .. .. ...... . .. . . . ... ...... . ..... ELEVATION El ELEVATION 90 .... . .... . .. ELEVATION I —r-9B.F.F. i ;— -- — --'- ---....._.. — -- -.... . .... ...... -elevation tran5ltl0n. ELEVATION -IV-4Bff THE DRAWINGS ME THE PROPERTY OF THE _LI A KNIGHT, McGUIRE & ASSOCIATES ENGINEER. WHETHER THE PROJECT FOR WHICH , INC. THEY F.PAVN P.- -Ilr Flood Vent Location Plan Queen Island Preserve USEY ARE MADE IS EXECUTED OR NOT. COPY OR E FOR OTHER PROJECTS IS PERMITTED ONLY CONSULTING ENGINEERS AND PLANNERS A L \S BY WRITTEN CONTRACT WITH THE ENGINEER. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 with Calculations Lot 5 UNAUTHORIZED USE WILL BE PROSECUTED PHONE: (772) 569-5505 FAX: (772) 569-1455 FMAIL: Civit@KnightMcOuiracom PATF `.1-2R-20'6 PURSUANT TO THE COPYRIGHT LAWS. CERTIFICATE OF AUTHORIZATION NUMBER - 000063 original approved TRANSITION CAP CLEAN OUT G" BELOW TOP OP PILE PRIOR TO CAP CONSTRUCTION m r- 24' HOOK ALL PILE REINF IN -.-ACCORDANCE WITH DETAILS (SHEET 5-2) (1I)#Gx16"w/ N (3) #3 TIES @ 9" O.C. refer to detail proposed TRANSITION CAP EXTENSION N 3 MIN. PILL` EMBEDMENT per PBC 1810.3. 1 1 18" I G" b #Gx 18" @ 9" AS SHOWN #3 STIRRUPS 9" O.C. #Gx18"EACH )E AS SHOWN PROVIDE A MINIMUM 3" CONCRETE COVER FOR ALL REINFORCING STEEL EXTENDED Tf�AN51TION CAP DETAILS SCALE: NOT TO SCALE DRAWING \.4PAE KNIGHT, McGUIRE & ASSOCIATES, INC. DESIGN/CRANIN dsk/pmp Queens Island Preserve CONSULTING ENGINEERS AND PLANNERS SC ALE AS NOTED 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 DATE 01-28-2016 Extended Transition Caps PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 ^14-048 Queen Island Preserve\Drawings\Structural\LOT 5\LOT 5 STRUCTURAL SUBMIT-3.3.dwg EXPANSION JOINT per contractor 4" thick 3000p5i CONCRETE SLAB - 1`I15ERME51-i REINF. - FRANGIBLE - SAW CUT Into 5'x5' max. SECTIONS - refer to plans for out locatlon5 n 4 clean termite treated granular fill , N 20" x 24" deep FOOTING w/ (3) #5'5� V - ^;yr ONT. (top * bottom) *- #3 STIRRUPS W @ I G" O.C. - TYPICAL at ALL SHEAR -r. WALLS ELEVATOR WALLS F„s 3" MIN. PILE' ' EMBEDMENT (sheet 5-5) for masonry ` con5tructlon 5pec1f1cat1on5 4" franclible SLAB .Y @-O" B.F.F. ........ N 8 — ..................-. N — ---- - I .-�-..._..IL.....: _SEAC-BLOCK-' ; ! : e' .. ......... -- rlcontractor- i- ' I �® lean termite treated/granular fill' WX I G" STANDARD HOOK CLEAN OUT G" BELOW TOP OF PILE PRIOR TO BEAM CONSTRUCTION TYPICAL AUGER CAST PILE REFER TO DETAILS `PSFIEAR WALL/TRAN51TION FOOTING SCALE: 3/4' = I'-0" CPAWNG NAME I . Queens Island Preserve KNIGHT, WGUIRE & ASSOCIATES, INC. DESIGN%CPAWN dsk/pmp LOt 5 CONSULTING ENGINEERS AND PLANNERS SC ALE AS NOTED 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 DATE 01-28-2016 Foundation Detail PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 C:\Users\Phi1ipPepe\Desktop\1-0T 5 STRUCTURAL SUBMIT_3.3.dwg 4" thick 3000p5i CONCRETE SLAB - NBERME5H REINF. - FRANGIBLE - SAW CUT Into 5'x5' max. SECTIONS - refer to plans for cut locatlon5 SEAL BLOCK per contractor ;leap ,terrt✓ce�ated ,r�ranU�a fi1�; %'.� o 12" STANDARD HOOKS (#5'5) @ 48" O.C. 4" frangible SLAB @ -1 I '-4" B.F.F. !av E APR .._ —.--I I-_..2.. Co — 12"x 1 2" THICKENED EDGE w/ (2) #5 CONT. (frangible) I F 8 GARAGE TRANSITION FOOTING SCALE: 3/4" = I '-011 'JAI � a. cFAv"NG IAA""E Queens Island Preserve KNIGHT, WGUIRE & ASSOCIATES, INC. CESIGN/GRAN/t\ dsk/pmp Lot 5 CONSUL-T-ING ENGINEERS AND PLANNERS SC ALE AS NOTED 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 GATE 01-28-2016 Foundation Detail PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 C:\Users\Phi1ipPepe\Desktop\L0T 5 STRUCTURAL SUBMIT-3.3.dwg 4" thick 3000p5i CONCRETE 5LAD - PIDERIVIE5H REINF. - FRANGIBLE - SAW CUT Into 5'x5max. SECTIONS - refer to plans for cut locations 4" STEP s 8"x8" THICKENED EDGE *FRANGIBLE* L SLAB TRANSITION LD-CESICN/CPAVIN AV,nnC DAME Queens Island Preserve KNIGHT, WGUIRE & ASSOCIATES, INC. dsk/pmp LOt 5 CONSULTING ENGINEERS AND PLANNERS ALE AS NOTEC 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 TE 01-28-2016 Foundation Detail PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 C:\Users\PhilipPepe\Desktop\LOT 5 STRUCTURAL SUBMIT-3.3.dwg =1 REFER TO ARCHITECTURAL PLAN5 FOR INTERIOR 4 EXTERIOR WALL FIN15HE5 8"x24" CO.! BETE TIE BEAM w/ (2) #5OP t BOTTOM d #3 . @ I G" O.C. TOP @ C`H inish Floor 11' N REFER T ARCHITECTURAL PLAN FOR INTERIOR $ EXTERI WALL FIN15HE5 03 E 3 TYPICAL 8" C.M.U. MA50NRY WALL w/ 96ja. LADDER TYPE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE (I G" O.C.) ,� #5 vert. IN FILLED CELL COLUMN A5 INDICATED ON PLAN5 FILLED CELL COLUMNS SHALL BE LOCATED MAX. 4'-O" O.C. $ ... a) EACH SIDE OF ANY OPENING b) AT ALL CORNERS c) AT ALL WALL ELEVATION CHANGES d) A5 INDICATED ON PLAN #5x5O" REBAR LAP 30" w/ FILLED CELL COLUMN STEEL P.T. CONT. NAILER -CRETE OVER PLYWOOD 5U5FLOOR PRE ENGINEERED FLOOI FPU55E5 @ 24'I D.C. refer to plans t 56 FRANGIBLE MA501 o I `" } ^ LA FR f A MINIMUM C BAR DIAMETE E lilt 5 Om .. 4" min. Cu TYPICAL @'t,,t n. /r-5LAB PERIMEI COLUMN 14 ti�1K§?� roj f1 r y�: ANDARD 10" I` •s HOOK ST 4' thick 3000p51 CONCRETE SLAB - "'i FIBERME51d REINF. - FRANGIBLE - I G" AUGER- T PILE ` SAW CUT into 5'x5' max. 5ECTION5 refer to plans for cut locations � 24"sq. TRANS IN CAP '• � ,,' - refer to plans r .4, 9 29to TYPICAL WALL SECTION KNIGHT, McGUIRE & ASSOCIATES, INC. Typical Wall Section CONSULTING ENGINEERS AND PLANNERS chaes to Sheet S-8 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 � PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL:Civil@KnightMeGuire.com Ij CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 CA Users\P6.!IiDPeoe\DesktOD\LOT 5 STRUCTURAL SUBMIT 3.3.dwD U EP T9 ARCHITECTURAL--�' PLAN POP INTERIOR 4 ffATEWR WALL FIN15HE5 TYPICAL " CMU ONR O CON5TR - CTION efer to typical w II Section at right m #5 (BAR in FILLED CELL COLUMN refer c pl l n5 for locations 5x50" RE AR LAP 30" w/ F LLED CEL COLUMN STEEL E ? (2) 2x IQ P.T. LEDGER g LA VERTICAL STEEL 24° O.CESTAGGERED @ o A INIMUM OF 48 EA R DIAM E _ GYP-CRETE OVER PLYWOOD SUBFLOOR — w+ WOOD PLOORTPU55E5 G' n anal 3000p5i DESIGNED BYOTHER5 CO FETE 5LA13 w/ 7z depth to be determined 8"x2 " C ^ NCRETE TIE BEAM # 12" O.C. E.W. w/ ) # '5 TOP � BOTTOM 1 2" HOOK and #3 5TI RUP5 @ I G" O.C.__..........._............._.................................. 8"x24" ONCRETE TIE BEAM w/ (2) # ,'5 TOP 4 BOTTOM and # RUP5 @ I G" O.C. CA ILEVER` TOP @ + " Fmi5h Floor I — I0 - I o i n. I REPEPT ARCHITECTURAL PLAN '. OR INTERIOR 4 EXTERIO LL PIN15HE5 , ; J t LAP VERTICA ' A MINIMUM P 48 BAR DIAM R5 E 03 0 TYPICAL @ G. GE 4" thick 3000p5i CONCRETE 5 @ FIBERME5H REINF. - FRANGIBLE - SLAB PERIM ER 5AW CUT into 55''xmax. 5ECT10 i refer to plans for cut locations 7. I G. AUGER-C -M! #«? •° 11 WALL SECTION n 24"5q. TRANSITION C xr`k" I i I refer to plans 4 detail KNIGHT, McGUIRE & ASSOCIATES, INC. Gar ge Wall Section CONSULTING ENGINEERS AND PLANNERS q (cha ges to Sheet S-8) 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com II CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 CA Users\PhI1iiDPeDe\DesktoD\LOT 5 STRUCTURAL SUBMIT 3.3.dwa