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Home My WebLink AboutEngineering20x20 MESH PHIFER BRAND SCREEN EXISTING CONCRETE SLAB GENERAL NOTES: 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2.THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA BUILDING CODE 6TH EDITION, ACI 318 (LATEST EDITION), NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI (LATEST EDITION), AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3.ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR LOAD COMPLIANCE 1.RISK CATEGORY:I 2.CODE REFERENCE:2017 FLORIDA BUILDING CODE-R (6TH EDITION) & ASCE 7-10 3.BUILDING DESIGN:PARTIALLY ENCLOSED 4.MEAN ROOF HEIGHT:<=15.0' 5.ROOF PITCH:28 DEGREES 6.GCPIi:± 0.55 7.WIDTH OF END ZONE:A = 4.0' 8.WIND SPEED:150 MPH (Vult) 3-SECOND GUST 116 MPH (Vasd) 3-SECOND GUST 9.WIND EXPOSURE:C 10.ADJUSTMENT FACTOR:0.86 11.LOADS: FLOOR/DEAD 20 PSF FLOOR/LIVE 40 PSF WALL 10 PSF 12.SHEAR WALLS WERE CONSIDERED 13.A CONTINUOUS LOAD PATH WAS PROVIDED 14.MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE 15.COMPONENT & CLADDING WIND PRESSURE ON SCREEN: HORIZONTAL PRESSURES ON WINDWARD SURFACES:43 PSF HORIZONTAL PRESSURE ON LEEWARD SURFACES:24 PSF VERTICAL PRESSURE (SCREEN SURFACES): 12 PSF VERTICAL PRESSURE (SOLID SURFACES): 36 PSF FOUNDATION NOTES: 1.SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2.FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF. 3.FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. ALUMINUM NOTES: 1.FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED W/ 1/2" DIA. WASHER UNLESS NOTED. 2.ALL FASTENERS TO BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C SPECIFICATIONS FOR ALUMINUM STRUCTURES-SECTION 1, THE ALUMINUM ASSOC., INC. & APPLICABLE FEDERAL STATE & LOCAL CODES. 3.ALL MEMBERS SHALL BE AND HAVE BEEN DESIGNED USING ALUMINUM ALLOY 6063-T6 UNLESS NOTED OTHERWISE. 4.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. 5.ALL EXPOSED SCREW HEADS TO BE CAULKED. 6.SEAL ALL JOINTS W/ CONTINUOUS CAULKING. 7.ROOF PITCH SHALL BE A MIN. OF 1/4" PER FOOT AND A MAX. OF 3" PER FOOT. SCREEN ROOM & SHED SHALL NOT BE ATTACHED TO EXISTING MANUFACTURED HOME. 8.ALL ELECTRICAL GROUND AND RELATED WIRING, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9.ALL ALUMINUM IS 6061-T6 MIN. 10.ALL SELF MATING BEAMS SHALL HAVE A #8 S.M.S. @ 24" O.C. TOP & BOTTOM. 24" MAXIMUM OVERHANG/12" MAX. O.H. ON GABLE END SCOPE OF WORK: 1.INSTALL SCREEN ENCLOSURE PER PLANS & SPECIFICATIONS ABOVE. *PLEASE CONTACT ENGINEER IF CHANGES ARE REQUIRED*DRAWN BY:CHECKED BY:SCALE: AS SHOWNREVISIONSA-1SHEETA Custom Screen Enclosure Designed For: JOSH BINAFIF SR.JULY 20, 2020“To the best of our knowledge, these design plans have been done in accordance with Chapter 16 and Chapter 20 of the 2017 Florida Building Code (Residential) 6th Edition. No other certification is expressed or implied.”Jason W. Short, P.E., M.ASCECivil & Structural Engineering C.A. #30698700 22nd Pl, Suite 2C/2D Vero Beach, FL 32960772-226-72822x2x1/8" ANGLE WITH (3) #14 X 1" SDS INTO POST; (1) 3/8" X 4" TAPCON ANCHOR; BOTH SIDES POST ATTACH CHANNEL TO POST WITH (8) #14 X 1" SDS; ATTACH BEAM TO CHANNEL WITH (4) #14 X 1" SDS EACH SIDE SEW BOTTOM OF BEAM WITH #14 X 1" SDS; 3" FROM ENDS AND 12" C.C. ATTACH INSULATED PANELS TO CARRIER BEAM WITH 3/8" X 5" SDS WITH NEO PRENE WASHERS; 3" FROM ENDS AND 6" C.C. CAP ENDS OF BEAM WITH CHANNEL #12 X 3/4" 3" FROM ENDS AND 24" C.C., TOP AND BOTTOM 39'-6" 48'-0" 20'-0" EXISTING HOUSE WALL EXISTING CONCRETE POOL DECK AND 12" X 12" CONCRETE FOOTING PERIMETER 7'-5"7'-6"7'-6"7'-6"7'-6"7'-5" 6'-5 3/4" 6'-6 3/4" 6'-6 3/4" 6'-7 3/4" 6'-5 3/4" 6'-6 3/4" 3'-10 1/2" 10'-0" 46'-0" 10'-0" 2'-0" 6'-10"8'-9" 3'-0" 27'-9" 39'-6" 45'-10" 10'-0" 3'-0" 13'-0" 1'-5 1/4" 20'-0" 10'-0" 7'-11 15/16" 8'-1/16" 10'-0"2x6 SMB2x6 SMB2x6 SMB2x6 SMB2x6 SMB2x6 SMB2x6 SMB2X3 2X3 2X3 2X3 2X3 2X3 1X2 1X2 1X2 1X2 1X2 1X2 2X3 2X3 2X3 2X3 2X3 2X3 39'-6"2X32X32X32X32X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X2 2X3 2X3 2X3 2X3 2X3 2X2 2X2 2X22X22X22X22X22X22X2 2X22X22X22X22X5 2X5 2X5 1X2 3X33X32X2 2X2 2X22X22X22X21X21X21X21X22X22X5 2X5 1X2 1X2 2X2 2X2 2X22X21X21X22X2 17'-5/16"14'-6"14'-4" 3X3X1/8" POST 3X3X1/8" POST 3X3X1/8" POST3x3 2x4 2x9SMB/ 7" GUTTER CARRIER BEAM 2x9SMB/ 7" GUTTER CARRIER BEAM 6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-0" 2'-0" 2X5 CARRIER BEAM CONTINUOUS2X42x42x42x42x42x4 2x4French Residence 7005 Penny LaneFt. Pierce, FL 349512X4 POST; NOTCHED POST SHOWN 2X2X1/8" ANGLE WITH (2) #14X1 EA SIDE; BOTH SIDES UPRIGHT 2X4X1/8" ANGLE WITH (3) #14X1 EA SIDE; BOTH SIDES UPRIGHT 7" STRUCTURAL GUTTER 2X5 CARRIER BEAM 2X23X 3 2X2X1/8" ANGLE WITH (2) #14X1 EA SIDE; BOTH SIDES UPRIGHT 3X3 2" INSULATED WALL PANEL PLANTER 08/19/2020THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT, P.E., M.ASCE P.E. #69018 ON 08/19/2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 2X32X2 2x_ SMB ROOF BEAM (9) #14 X 1" SDS EACH SIDE SPLICE; (36) TOTAL PER SPLICE ON BOTH SIDES INTERNAL 1/8" GUSSET PLATE 2x_ POST2x_ CHAIRRAIL 2x2 BRACE 2X3 SPC. EAVE RAIL NOTCH BACK OF POST UP 2" BEHIND EAVE RAIL (6) #14 X 1" SDS INTO BEAM TO POST OVERLAP ATTACH 2" X 3" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO BEAM/ POST OVERLAP; (2) #14 X 1" SDS INTO TOP OF EAVE RAIL 2x2 BRACE 2 1/8" X 1 5/8" X 1/16" RECEIVING CHANNEL ATTACHED TO POST WITH (4) #12 X 3/4" SDS ATTACH 2X_ CHAIRRAIL TO RECEIVING CHANNEL WITH (2) #12 X 3/4" SDS EACH SIDE 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO POST; (1) 3/8" X 4" TAPCON INTO SLAB/ FOOTING; BOTH SIDES OF POST MIN. 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO BACK OF POST; (1) 1/4" X 3" TAPCON INTO SLAB FOOTING; BOTH SIDES OF POST 6" ATTACH 1X2 OPENBACK BOTTOM TRACK TO SLAB WITH 1/4" X 2 1/4" TAPCONS 6" FROM ENDS AND 18" C.C. EXISTING CONCRETE SLAB/ FOOTING BY OTHERS SCREEN ATTACH 2 1/8" X 1 5/8" X 1/16" RECEIVING CHANNEL TO SMB WITH (4) #12 X 3/4" SDS; ATTACH 2X_ PURLIN TO CHANNEL WITH (4) TOTAL #12 X 3/4" SDS; (2) EACH SIDE 2X_ PURLIN STITCH 2X_ SMB ROOF BEAMS TOGETHER WITH #14 X 1" SDS; 3" FROM ENDS AND 18" C.C. EAVE RAIL MIN. 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO EACH MEMBER 2X2 BRACEATTACH 2 1/8" X 1 5/8" X 1/16" RECEVING CHANNEL TO EAVE RAIL/ SMB WITH (4) #12 X 3/4" SDS; ATTACH 2X2 BRACE TO CHANNEL WITH (4) TOTAL #12 X 3/4" SDS; BOTH SIDES OF 2X2 BRACE 2X_POST1X22" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO BOTTOM OF EAVE RAIL; (2) #14 X 2" THRU 1X2 INTO BACK OF POST 2" X 2" X 1/8" ANGLE WITH (2) #14 X 2" SDS INTO 1X2/POST; (1) 3/8" X 4" TAPCON ANCHOR INTO SLAB/ FOOTING MIN. 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO POST; (1) 1/4" X 3" TAPCON INTO SLAB/ FOOTING1X21X22" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO POST; (1) 3/8" X 4" TAPCON ANCHOR INTO SLAB/ FOOTING EAVE RAIL 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO EACH MEMBER; BOTH SIDES OF POST 2X2 PURLIN 2X_ POSTNOTCH BACKOF POST TO RECEIVE PURLIN; ATTACH WITH (4) #14 X 1" SDS; BOTH SIDES 2" X 2" X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO EACH MEMBER; BOTH SIDES OF POST ATTACH 3X3 POST TO SLAB WITH 2X2X1/8" ANGLE WITH (2) #14 X 1" SDS INTO POST; (1) 3/8" X 4" TAPCON ANCHOR INTO SLAB/ FOOTING; EACH SIDE POST ATTACH 1/8" FLAT BAR ON OUTSIDE WITH (3) #14 X 1" INTO EACH MEMBER ATTACH 1X2 ANGLE ON INSIDE WITH (2) #12 X 3/4" SDS INTO EACH MEMBER DRAWN BY:CHECKED BY:SCALE: AS SHOWNREVISIONSA-2SHEETA Custom Screen Enclosure Designed For: JOSH BINAFIF SR.JULY 20, 2020“To the best of our knowledge, these design plans have been done in accordance with Chapter 16 and Chapter 20 of the 2017 Florida Building Code (Residential) 6th Edition. No other certification is expressed or implied.”Jason W. Short, P.E., M.ASCECivil & Structural Engineering C.A. #30698700 22nd Pl, Suite 2C/2D Vero Beach, FL 32960772-226-7282French Residence 7005 Penny LaneFt. Pierce, FL 34951ATTACH HEAVY ANGLE TO BOTH MEMBERS WITH (4) #14 X 1" SDS; INTO GUTTER/ ROOF BEAM ATTACH GUTTER STRAP TO BEAM WITH (2) #14 X 1" SDS RECEIVING CHANNEL WITH (4) #12 X 3/4" SDS INTO POST; (2) #12 X 3/4" SDS EACH SIDE 2X2 ANGLE WITH (2) #14 X 1" SDS INTO POST; (1) #14 X 1" SDS INTO BOTTOM OF BEAM; BOTH SIDES 3/8" X 5" SDS WITH NEOPRE NE INTO CARRIER BEAM; 3" FROM ENDS AND 8" C.C. 3/8" X 5" SDS WITH NEOPRE NE INTO 2X2; 6" FROM ENDS AND 12" C.C. ATTACH GUTTER STRAP TO HOST FACIA WITH (2) 3/8"X 2.5" LAGS 1/8" THICK ANGLE WITH (2) #14 X 1" SDS INTO EACH MEMBER 2X2X 1/8" ANGLE WITH (2) #14 X 1" SDS INTO EACH MEMBER ATTACH RECEIVING CHANNEL TO HOST WITH 1/4" X 2" TAPCON ANCHORS; 6" FROM ENDS AND 18"C.C. ATTACH CHANNEL TO FRAMING WITH #14 X 1" SDS; 6" FROM ENDS AND 18" C.C. ATTACH PANEL TO CHANNEL WITH #12 X 3/4" SDS; 3" FROM ENDS AND 18" C.C.; BOTH SIDES ATTACH CHANNEL TO PANEL WITH #12 X 3/4" SDS; 3" FROM ENDS AND 24" C.C. ATTACH ANGLE TO BACK OF BEAM TO POST WITH (3) #14X1" SDS INTO EACH MEMBER 08/19/2020THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 08/19/2020 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.