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Home My WebLink AboutAPPROVED, S - Lloyd S&S (1)The Lloyd Residence Aluminum Adjustable Pergola 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 341 Interstate Blvd. Phone:(941) 371-1724 Sarasota Florida 34240 Fax: (941) 847-0870 Certificate of Authorization Number 27383 www.DeStefanoEngineering.com DE STEFANO ENGINEERING GROUP, PL 8"8"8X8X3/16" POST 19-63-265 6063-T52 7 9/16"12"7-9/16X12X3/16" STRUXURE CHANNEL 5052-H32 7-9/16X2X3/16" STRUXURE CHANNEL 5052-H32 7 9/16"2"1-3/4X1-3/4X.093" CHANNEL 13-63-307 6063-T52 1 3/4"1 3/4"2X10X1/8" BEAM 20-63-400 6063-T6 2"10"2X8X1/8" FAN BEAM 20-63-295 6063-T52 2"8"6" 1 7/8"1 7/8"4 1/8" 6" The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S1341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLS1 1 LOUVER SCALE: 2" = 1'-0"S1 3 STRUCTURAL COMPONENTS SCALE: 2" = 1'-0" GENERAL NOTES: DESIGN CRITERIA THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS BEEN DESIGNED ACCORDING TO THE 2020 7TH EDITION OF THE FLORIDA BUILDING CODE, ASCE 7-16, AND THE 2015 ALUMINUM DESIGN MANUAL. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING SUPERIMPOSED LOADS. ROOF DEAD:2 PSF + SELF-WEIGHT ROOF LIVE: 12 PSF WIND LOADS ON THE STRUCTURE HAVE BEEN CALCULATED IN ACCORDANCE WITH ASCE 7-16 FOR THE FOLLOWING: BASIC WIND SPEED: 160 MPH (3 SECOND GUST), RISK CATEGORY: II, EXPOSURE CATEGORY: B, PARTIALLY ENCLOSED 30 PERCENT SOLID. ENCLOSURE CLASSIFICATION PER ASCE 7-16, TABLE 26.13-1 (FOR 4-SIDED RECTANGULAR LOUVERED AWNINGS) LOAD COMBINATIONS: D+0.6W 0.6D+0.6W D+L DESIGN OF LOUVERED RIGID CANOPY IS PER SECTION 3105.5.1 OF THE FBC, RIGID AWNINGS AND CANOPY SHUTTERS. LOUVERED BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN POSITION DURING PERIODS OF HIGH WIND VELOCITY. UNIT IS EQUIPPED WITH A WIND SENSOR WHICH WILL OPEN LOUVERS AT 45MPH. PER FBC SECTION 3105.5.3, CONTRACTOR SHALL POST WITH A LEGIBLE AND READILY VISIBLE DECAL OR PRINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME AS DESIGNATED BY THE US WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE WARNING LABEL SHOULD READ AS FOLLOWS: A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, COLUMNS, AND BEAMS ARE INTENDED BY THESE DRAWINGS AND SHALL BE FIELD VERIFIED. THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH STRUXURE LOUVERED ROOFING SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE SUITABLE SEQUENCING, MEANS AND METHODS OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO THE ADDITION OF NECESSARY SHORING, TIE DOWNS, TEMPORARY BRACING, ETC. THE INFORMATION USED AND CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. DESTEFANO ENGINEERING GROUP, PL (DEG) HAS NOT VISITED THIS JOB SITE. DIMENSIONS AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED. DEG ASSUMES NO RESPONSIBILITY OR LIABILITY IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DEG SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS, FABRICATION, AND/OR INSTALLATION OF MATERIALS. MATERIAL SPECIFICATIONS ALUMINUM: ALUMINUM SHALL BE A MINIMUM OF 6063-T6 UNLESS NOTED OTHERWISE ALUMINUM PLATE TO BE 6061-T6 ALLOY FINISH COLOR TO BE SELECTED BY OWNER FROM MANUFACTURES STANDARD COLORS FOR STANDARD EXTRUSIONS. CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED EQUAL. ALL SMS SCREWS ARE 410 STAINLESS #12 x 1" SELF-TAPPING METAL SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED. EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE 6061-T6, 6005-T6, 6063-T6. OR AS NOTED ON DRAWINGS AND CONFORMING TO ASTM B429. ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED. FOUNDATIONS SEE STRUCTURAL DRAWINGS AND STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. BY VISUAL OBSERVATION, SOIL AT THE SITE IS SAND (OR SAND AND ROCK) WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. PERFORM ALL CONCRETE WORK IN ACCORDANCE WITH ACI 318, THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CONCRETE SHALL BE AN APPROVED MIX PROPORTIONED TO ACHIEVE STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX.4000 PSI FOR FOUNDATIONS CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. REINFORCING STEEL: REINFORCING STEEL: ASTM A615, GRADE 60 DEFORMED NEW BILLET STEEL CONFORMING TO ACI 301, 315, 318, AND CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE, FREE FROM OIL, SCALE AND RUST, AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN GENERAL CONDITIONS IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL (DEG), IS THE PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS INTENDED USE. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR. AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORIZATION. DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S, CLIENT'S OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES, AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR UNSATISFACTORY PERFORMANCE OF THE WORK. "THIS RIGID AWNING MUST HAVE LOUVERED BLADES REPOSITIONED TO THE VERTICAL POSITION DURING A HURRICANE WARNING OR ALERT AS DESIGNATED BY THE U.S. WEATHER BUREAU (FBC SECTION 3105.5.3)." 30'-0"12'-0"7"2'-6"HOST STRUCTURE EAVE7" SUPER GUTTER ADJUSTABLE LOUVERS 8X8 POST DOUBLE 2X10 FRONT BEAM 2X10 PERIMETER BEAM, TYP. S5 1 S5 2 S6 3 S6 4 S6 5 The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S2341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLARK A d e STEF A N O.MPROF ESSION A L RE N G INEEESNECIL ADIROLF No 61657 STATE OF ««« November 30, 2021 S2 1 PLAN VIEW SCALE: 1/4" = 1'-0" HOST STRUCTURE EAVE7" SUPER GUTTER 7 1/2"9'-0 1/4"8"9'-0 1/4"8"9'-0 1/4"7 1/2" 2X8 FAN BEAM, TYP. 7-1/2" STRUXURE XL GUTTER SYSTEM, TYP. S6 7 The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S3341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLARK A d e STEF A N O.MPROF ESSION A L RE N G INEEESNECIL ADIROLF No 61657 STATE OF ««« November 30, 2021 S3 1 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" HOST STRUCTURE EAVE7" SUPER GUTTER 29'-4"14'-9"2'-6"26'-10"2'-6"2'-6"13'-6"3'-11"11" 30X30X16 FOOTING W/ (3) #4 BARS EACH WAY TOP AND BOTTOM The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S4341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLARK A d e STEF A N O.MPROF ESSION A L RE N G INEEESNECIL ADIROLF No 61657 STATE OF ««« November 30, 2021 S4 1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 9'-0"10"DOUBLE 2X10 FRONT BEAM 8X8 POST 6"1'-4"9'-6"9'-0"10"7" SUPER GUTTER 2X10 BEAM 8X8 POST 9'-6"6"1'-4"3/16" ARCADIA CHANNEL GRADE LEVEL3/8" PLATE (9) #14X1" SS SMS EACH SIDE OF CHANNEL(4) 1/2"X4" SS TITEN HD W/ 2-1/2" MIN. EMBED. 30" 3"3"3"16"6"30X30X16 FOOTING W/ (3) #4 BARS EACH WAY TOP AND BOTTOM The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S5341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLS5 1 FRONT ELEVATION SCALE: 1/4" = 1'-0" S5 2 SIDE ELEVATION SCALE: 1/4" = 1'-0"S5 4 FOOTING DETAIL SCALE: 1-1/2" = 1'-0" TOP VIEW ISOMETRIC VIEWSIDE VIEW BEAM CORNER INSERT BEAM #14 TEK SCREWS THRU BEAM INTO CORNER INSERT EACH SIDE BEAM CORNER INSERT BEAM CORNER INSERT (5) #14 TEK SCREWS THRU BEAM CORNER INSERT EACH BEAM GUTTER CORNER EDGE (2) #14 TEK SCREWS GUTTER EDGE GUTTER CORNER GUTTER BEAM CORNER CONNECTOR BEAM GUTTER GUTTER CORNER EDGE GUTTER BEAM CORNER CONNECTOR GUTTER CORNER TOP VIEW SIDE VIEW ISOMETRIC VIEW GUTTER GUTTER EDGE GUTTER CORNER CORNER CONNECTORBEAM FASTEN GUTTER TO BEAM W/ #12 SS SMS @ 12" O.C. SIDE VIEW BEAM U CHANNEL (4) #14-24X1" SS SMS EACH SIDE (10) #14-24X1" SS SMS 8" LOUVER PROFILE FOR COMPARISON PIVOT CAP PIVOT TRACK TRACK PIN 5/16" DIA. SS PIN 2X10 BEAM INTERNAL GUTTER #10X1" SS SMS AT 12" O.C. 2X10X1/8" BEAM GUTTER 2X8X1/8" FAN BEAM 1-3/4X1-3/4X1/8 U CHANNEL (3) #12-24 SS SMS EACH SIDE (3) #12-24 SS SMS DOUBLE 2X10 BEAM #14X3" SS SMS SPACED AT 24" O.C.3"5"2"7" SUPER GUTTER (2) 3/8" WOOD LAGS WITH 2" MIN. EMB. INTO WOOD TRUSS CORD AT 24" O.C., TYP. (4) #14 SS SMS SPACED AT 12" O.C. 2X10X1/8" BEAM 1/8" ANGLE (4) 1/2"X4" SS TITEN HD W/ 2-1/2" MIN. EMBED. (9) #14-24X1" SS SMS EACH SIDE OF CHANNEL 7-9/16X12X3/16" ARCADIA CHANNEL 7-1/4X7-1/4X3/8" PLATE 1"6"1"8" 1"6"1"8"The Lloyd Residence 1524 NW Buttonbush Cir. Palm City, FL 34990 October 29, 2021 File:214631 of 6 S6341 Interstate Blvd. Phone:(941) 371-1724Sarasota Florida 34240 Fax: (941) 847-0870Certificate of Authorization Number 27383www.DeStefanoEngineering.comDE STEFANOENGINEERING GROUP, PLARK A d e STEF A N O.MPROF ESSION A L RE N G INEEESNECIL ADIROLF No 61657 STATE OF ««« November 30, 2021 S6 1 BEAM CORNER ASSEMBLY SCALE: 2" = 1'-0" S6 2 GUTTER CORNER ASSEMBLY SCALE: 1-1/2" = 1'-0" S6 3 BEAM TO POST DETAIL SCALE: 1-1/2" = 1'-0"S6 6 LOUVER MOUNT DETAIL SCALE: 1-1/2" = 1'-0" S6 7 FAN BEAM DETAIL SCALE: 1-1/2" = 1'-0" S6 4 DOUBLE BEAM SECTION SCALE: 1-1/2" = 1'-0" S6 5 BEAM TO SUPER GUTTER DETAIL SCALE: 1-1/2" = 1'-0" S6 8 POST BASE DETAIL SCALE: 3" = 1'-0"