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HomeMy WebLinkAboutSite PlanFRAME FIGURE 2 SIDE VIEW DETAIL DIAGRAM MODEL 154D-520 DUAL FUNCTION FLOOD AND VENTILATION VENT SMART VENT Foundatlon Flood Vents 430 And8ro Dr., Unit 1 Pitman NJ 08071 SMART VENT® DUAL FUNCTION FLOOD 877-441-8368 AND VENTILATION VENT WWW.SMAIMENT.COM MODEL 1540-510 Sin M M 1540-510 7 MM 0-21-16 sliEr 1 OF 2 Smart VENT INSTALLATION INSTRUCTIONS ac DETAILS MODEL 1540-520 877— /� /j 'j 8368 DUAL FUNCTION FLOOD AND VENTILATION VENT T T I REV. 6-21-16 www.smartvent.com INSTALLATION 1. INSTRUCTIONS REMOVE VENT DOOR FROM VENT FRAME. (TURN UPSIDE DOWN ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) 2. PREPARE A CLEAN 16.25" WIDE BY 8.25' HIGH ROUGH OPEWG (APPROX. 1 BLOCK WIDE X 1 BLOCK HIGH) FOR EACH VENT. ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12' ABOVE THE FINISHED GRADE 3. APPLY A BEAD OF HURRIBOND GRIP k SEAL OR EQUIVALENIADHESNE AROUND THE BACK OF THE FLANGE ON THE VENT FRAME. (FIG. 2) 4. INSERT INSTALLATION CUPS INTO THE TWO SLOTS ON THE TP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. 5. THE SPRING ARM OF THE CUPS SHOULD BE ON THE OUTSIE OF THE VENT FRAME. COMPRESS THE BOTTOM TWO CLIPS AND BEGIN SUPPING TE FRAME INTO THE OPENING. ENSURE THAT THE BOTTOM CUPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. 6. WITH THE FRAME NOW IN THE OPENING, AND THE BOTTOMSPRINGS IN PLACE, COMPRESS THE TOP SPRINGS AND PUSH THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL, 7. RE -CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEA OF DEBRIS, AND CAULK. 8. INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOI OF DOOR (WITH FLOAT PINS DOWN) AND FRONT (SMALL SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. 9. INSERT THE TOP STRAPS INTO THE 70P TWO STRAP SLOT, ABOUT TWO COCKS. 10. TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THI FLOAT SLOTS AS SHOWN IN THE DIAGRAM. THIS WILL UNLATCH THE DOOR FOR REMOVAL AND CLEANING. DETAILED SPECIFICATIONS: MATERIAL: STAINLESS STEEL OPERATION FLOOD: AUTOMATIC NON -POWERED ACTIVATICI AND OPERATION VENT REMAINS CLOSED AND LOCKED UNTILACTNATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 73 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED INSTALLATION: SECURED W/ 4 STAINLESS STEEL INSTALLATION CUPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF: 200 SO. FT PER VENT VENTILATION: 51 SO. IN. PER VENT NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) MEETS TEE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, h ASCE SUPPORTIVE DOCUMENTS, TB 1-08. 44CFR 60.3(C)(5), ASCE 24-14 IOC EVALUATION / ESR-2074 SHEET OF 2 t b� t �1F d9'c ae / W PI AD S' i3 y !A f 4, 1; t or 5 el R? D 1, t I A co'c fgl kph } tj" SITE PLAN Y811=1'-011 8 THE STRUCTURAL ACCORDANCE WITH THE 7 TH EDITION 2020 FLORIDA BUILDING CODE 20LO THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER ASCE 7-1R RISK CATT.II EXPOSURE " C " BUILDING DESIGN AS: PARTIALLY ENCLOSED ✓ENCLOSED_ OPEN_ _ 1 WIND TUNNEL TEST CODES FLORIDA BUILDING CODE 2017 RESIDENTIAL, LOCAL CODES AND GOVERNING REGULATONS. ACI 318-02 ACI 421.1-R92 A.I.S.C. NINTH EDITION N.D.S. 2001 ASCE 7-02 Lol EXIST BLOCK AND FRAMING ON TOP TO BE REMOVED SEE SHT A-2 FOR DETAILS Z( 0Z, o a(o REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY mC �- [�d1i Grt.$ T WM C I , M N WwN r-1 � � 0 N� a W a W r 00 r , 1� W c M U r A,--1 C14 QI a FII P ^')PY H Qo w , ceq�Q c 2 x 6 EA SIDE OD 4 x 4 1----' LU 26 HANGER 2/ 2- 8" THRU BOLTS GALV. W/ 4 - 5D9112 SC PROVIDE CAPS @ 16" O.C. IN JOIST AND 6 4 x 4 P.T. WD POST IN2x8 OPEN L d. • a d • 4 d p' 2x6COA EA. SIDE 2x6EASIDE OD4x4 2/ 2- T" THRU BOLTS GALV. PROVIDE CAPS @ 16" O.C. 4 x 4 P.T. WD POST • d. • n d :•.. • dOa' EXIST FTG AND SLAB SEC N"C" LU 26 HANGER W/ 4 - 509112 SC IN JOIST AND 6 IN2x8 OPEN EXIST FTG AND SLAB 12 0 SCREWS O M 36" HGT RAILING SIMPSON LSU-26 SKEWED W/ 6-10d NAILS INTO FACE OF 2 x 6 & 5 - 1-d NAILS INT STRINGER 4 x 4 P.T. WD POST 4 x 4 P.T. WOOD POST IN SETBACK AREA TO GO INTO GRADE A DEPTH OF 3'-0" SIMPSON LSU-26 SKEWED W/ 6-10d NAILS INTO FACE OF 2 x 6 & 5 - 1-d NAILS INT STRINGER 11 pT F I STAIR SECTION '° B " SECTI 3/4" =V-0" 7 2 x 12 WOOD STRINGER @ EA END 2 x 12 COMPOSITE 805 TYP 2- 5/" THRU BOLTS THRU POST AND STRINGER EA SIDE 12" x 16" DEEP FTG W/2#5 4 x 4 P.T. WOOD _ POST IN SETBACK AREA TO GO INTO GRADE A DEPTH OF 3'-0" VINYL LAP SIDING SIDING ON 1 LAYER OF TY-VEK ON 1/2" EXT'R GRADE PLYWD W/ 8 d NAILS @ 4" O.C. AT ALL EDGES AND 6" IN FIELD ANCHOR 2X6 P.T. TO CONC. SLAB W/ 5/8" 0 X 12" LONG ° REDHEAD LAG BOLTS 4" EMBED @ 48" WITH 3" x Y4' WASHERS PROVIDE ADDITIONAL BOLTS 6" MAX FROM OPENINGS AND CORNERS Simpson Strong -Tie SPH-6 — III —III —III —I I —III— A I —I I I —I I I —I I I —I I I —III • •. , .e A. III —I I I —I I I —III —III ° ..' SEC N 11 A " FEMA FLOOD VENT MODEL 1540-520 EXIST 2 x 4 WOOD STUDS @ 16" O.C. EXIST 2 x 8 FLOOR JST 2 x 4 WOOD STUDS @ 16" O.C. SPH-4 SIMPSON ANCHOR W/ 10-10d x 1Y2" INTO STUDS 2x4 P.T. WD. SOLE PLATE EXIST FTG AND SLAB GENERAL NOTE EXIST BLOCK AND FRAMING UNDER FIRST FLOOR TO BE REMOVED w M `c O i M ' N N N�a-7 E� ^W FBI � r W W M � W � r � a r% H � It � \c FEMA FLOOD VENT MODEL 1540-520 O® z w z a� �N N z RAILING DATA v 34" HGT RAILING ON TREADS 36" HGT ON LANDING w A FEMA FLOOD VENT & BALCONY RAILING ARE TO BE DESIGNED TO RESIST Ate' HT MODEL 1540-520 LOAD OF 200# APPLIED HORIZ. OR VERT. a PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W/ A MAX 0 OF 4" AS PER F.R.C. R312.1.3 ALL HANDRAILS SHALL COMPLY W/ F.R.S.R. R311.7 HANDRAILS SHALL NOT PROJECT MORE THAN 1Y2' FROM THE WALL IF NEEDED C HANDRAIL GRIPS SHALL COMPLY W/ S.F.S.R. R311.7.8.3 8 T SS THIS HT SIMPSON LU 26 2 x 6 WOOD JST @ 16" O.C. FEMA FLOOD VENT MODEL 1540-520 0 FLOOR PLAN /41=1' -0" q:© C STAIR DATA 6 RISERS AT 7" EA 5 TREADS AT 11.25" EA / wN� N