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Home My WebLink AboutALUMINUM ADJUSTABLE AWNING- r , Florida Adjustable Roof Systems SCANNED ST. LUCIE COUNTY BY BUILDING DIVIlla St Lucie County REVIEW FOR COMFLIMCE DATE PLANS AND P RMIT MUST BE AND O JOB OR NO INSPECTION WI L BE _MADE Ti 05 PLANS AND ALL PPOPOSM WORK ARI SlJO&T TO ANY COI CTIONS AMUIRM 611 MEU INSPECTOns THAT { Ms WMEHARY IN ORDIoR M ` CUMP Y VVI TI i ALL APPUCA-- F CODE$a A The Costanzo Residence �NCFALWFASTENERS OBATTACHldENTS ARE THE RESPONSIBILITY Of THE CONTRACTOR OFRECORD Aluminum Adjustable Awning 963 Tarpon Flats Dr. Fort Pierce, FL 34949 — �4p-riI20, 20-18 - -- - - -- File:182383 QDDE STEFANO ENGINEERING GROUP, PL 40 Sarasota Center Blvd. Suite 103 Phone:(941) 371-1724 Sarasota Florida 34240 Fax: (941) 847-0870 Web: www.DeStefanoEngineering.com Certificate of Authorization Number 27383 GENERAL NOTES: DESIGN CRITERIA THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS BEEN DESIGNED ACCORDING TO THE 2017 6TH 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 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: D, PARTIALLY OPEN (ASCE 7-16 TABLE 26.13-1) 30 PERCENT SOLID. LOAD COMBINATIONS: D+0.6W 0.6D+0.6W THERE IS NO LIVE LOAD ON THIS STRUCTURE AS IT IS NOT DESIGNED TO SUPPORT THE LOAD OF A PERSON ON THE LOUVERED SECTIONS NOR ARE THE LOUVER DESIGNED TO SUPPORT WATER LOADING. 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: "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_31.05.5.3)." _ 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 ARCADIA 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 SPECIFICA�, ; ALUMINUM. - ALUMINUM SHALL BE A MINIMUM OF 6063-T6 UNLESS NOTED OTHERWISE 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. 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. 1� M 2X8X1/8" 1-3/4X1-3/4X1/8" BEAM CHANNEL 20-63-295 11-63-295 6063-T52 6063-T52 �3 STRUCTURAL COMPONENTS S1 SCALE. 2"= 1'-0" ..• de ST 6 o; S ATEOF .,,,,,,,F •. FOR /O N AIL June 18, 2018 n 6 1/2" PLOUVER DETAIL 1SCALE: 2"= V-0" The Costanzo Residence O 4 n E O00 'm c yW d� Uj ° Z g N ac, a � o 0 UJ ty�ppG� 7 v13V 963 Tarpon Flats Drive Isi Fort Pierce, FL 34949 April 20, 2018 File:182383 of 4 �a T PROPOSED2X8 FAN BEAM FOR FUTURE USE 5-1/2" INTERNAL GUTTER SYSTEM 6'-1 5/8" �8" 6-1 5/8" �8" 6'-1 5/8" �3 REFLECTED CEILING PLAN 82 SCALE: 114" = 1'--0" o� 0 1 SS �1 PLAN VIEW S2 SCALE: 114" = 1-0" de .� . 6 SATE OF 4� FOR June 18, 2018 N co V) Q E �o O� C Ua E Uj m W y o a zg N Ca " C � O O o LL W � u fq N C� The Costanzo Residence 963 Tarpon Flats Drive S2 Fort Pierce, FL 34949 April 20, 2018 File:182383 of 4 7" SUPER 2X8 EXISTING STRUCTURE M DOUBLE 2X8 BEAM (2) #14X3" SS �., SMS SPACED AT 24" O.C. CV FDOUBLE BEAM CONNECTION DETAIL S3qSCALE: 1-112" = 1'-0" GRADE LEVEL FELEVATION SECTION 41S3 SCALE: 114" = 1'--0" 'A INTERNAL GUTTER FAN BEAM r 2X8 BEAM 0 o) (4) #14 SS SMS RECESSED SPACED AT 12" O.C. A EXISTING - STRUCTURE 7" SUPER GUTTER (2) 3/8" WOOD LAGS WITH A 2" MIN. EMB. INTO WOOD TRUSS CORD AT 24" O.C., TYP. 2X8X1/8" BEAM [:2 BEAM TO SUPER GUTTER DETAIL S3 SCALE. 1-112" = 1=0" p aaannunu..,uop P:•de� ;r,' ,�Q� ••�,�G E 6 S A -t-OF <v "'"wnmuu.onn•.a••••• June 18, 2018 LO <E (0- �o -� o o,2 E E U' [ER DOUBLE 2X8 BEAM 7" SUPER GUTTER bo a� 01 N EXISTING o STRUCTURE Q a v e a� co v+ W a ate, GRADE LEVEL O 2 ' c W a � m 'e c5 G O PS3FRONT ELEVATION l 3 U SCALE: 114" = 1-0" The Costanzo Residence 963 Tarpon Flats Drive S3 Fort Pierce, FL 34949 April 20, 2018 File:182383 of 4 GUTTER CORNER EDGE GUTTER CO GUTTER BEAM (2) #14 TEK SCREWS fGUTTER I BEAM I BEAM TOP VIEW ------------- BEAM I GUTTER =7=_ Jib I• DE GUTTER CORNER EDGE CORNER CONNECTOR r GUTTER CORNER , GUTTER EDGE GUTTER CORNER CONNECTOR ISOMETRIC VIEW PIVOT CAP PIVOT TRACH TRACK PIN 5/16' DIA. SS PIP 2X8 BEAN � 1„111\1111111411U//II/ 6 ,a SATE OF -, ccS,c�OR 80ONAI E June 18, 2018 LOUVER PROFILE FOR COMPARISON I 0 N 11 =R CORNER t LOUVER MOUNT DETAIL CONNECTOR � � SCALE: 1-1/2" = 1'-0" GUTTER CORNER �4 GUTTER CORNER ASSEMBLY S4 SCALE: 1-112" = V-0" (8) #14 TEK SCREWS THRU BEAM CORNER INSERT EACH BEAM 2X8X1/8" BEAM GUTTER -� 2X8X1/8" FAN BEAM 1-3/4X1-3/4X1/8 J - (3) #12-24 U CHANNEL SS SMS (3) #12-24 SS SMS EACH SIDE FFAN BEAM DETAIL S4 SCALE. 1-112" = 1' 0" N Z3 E Q � o i O-0 E 0 BEAM #14 TEK SCREWS E g THRU BEAM INTO U _ CORNER INSERT L-� EACH SIDE --------- --- E CORNER INSERT � BEAM BEAM i O 4 Q u TOP VIEW •^- i' LL, a a c o i W0 W 2 t U-°e o C 4Wj a �• U m �, o CORNER INSERT W BEAM ISOMETRIC VIEW m N c o ee SIDE VIEW o � m y U Q 3 U 1 CORNER ASSEMBLY S4 SCALE., 2"= 1 0" The Costanzo Residence 963 Tarpon Flats Drive S4 Fort Pierce, FL 34949 April 20, 2018 File:182383 of 4