HomeMy WebLinkAboutAPROVED, EngineeringCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:LEE12326 HARBOR RIDGE BLVDPALM CITY, FL08/20/2021DATE DATE This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2123137DRAWN BY:SHEET:01DRAWING INDEXSHEET NO.S/01S/02S/03S/04PLAN/ ELEVATIONSGENERAL NOTESDETAILSDETAILSS/05DETAILSFOUNDATION DESIGN1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED.4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDSRESPONSIBILITIESMISCELLANEOUSFASTENER SPECIFICATIONS1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS.3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS.5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.PIONEER SCREENSDESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADS150D1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 150 MPH & EXPOSURE = D FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = HORIZONTAL PRESSURES ON LEEWARD SURFACES = VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES = FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =51 PSF40 PSF14 PSF42 PSF.88.61. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-16 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.TCPEXISTING APPROVED 12"X12" FOOTER W/ (2) #5 REBAR W/4" SLAB 3000 PSI W/ FIBERMESHDETAILSS/06PROPOSED SCREEN ENCLOSURESEE FOUNDATION DESIGN SHEET-013-D FINITE ELEMENT ANALYISIS PERFORMEDSTRUCTURE COMPLIES w/ FBC 2020 7th EDITION
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSLEE12326 HARBOR RIDGE BLVDPALM CITY, FL08/20/2021PROJECT NO. 2123137REVISION 2:REVISION 1: DATE TCPDRAWN BY:This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DATE SHEET:026'-6"6'-6"13'-0"2'-8"10'-6"4'-0" MAX.10'-6"8'-10 18"30'-0"8'-10 18"10'-6"10'-6"8'-10 18"10'-6"RESIDENCE7'-6"7'-6"7'-6"7'-6"1'-0"1X3 TYP.2X3 TYP.2X3 TYP.2X3 TYP.2X3 TYP.2X3 TYP.25'-0"2'-0"3'-0"1'-0"4X4X.1254X4X.1252X8SMB C.B.1X31X32X31X3 + 3X22X9SMB2X9SMB2X9SMB1X3 + 3X22X7SMB2X7SMB2X7SMBHOST 12" O/H STRUC. GUTTER2X3 DJ2X3 DJ2X3 DJDJ1X31X31X3 + 3X22X31X31X31X31X32X31X3 + 3X21X31X3ALUMINUM SPECIFICATIONS1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.3. ROOF BRACING SHALL BE A MINIMUM 2"X3"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.7. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD.36'-0"2X7SMB2X7SMB2X7SMB2X7SMB2X7SMB
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSLEE12326 HARBOR RIDGE BLVDPALM CITY, FL08/20/2021This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2123137DATE DATE TCPDRAWN BY:03SHEET:DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTSNOTEWHERE PAVERS ARE PRESENT USE 5/16"TAPCON XL (RED HEAD MFG.) MASONRYANCHORS TO PENETRATE UNDERLYINGCONCRETE FOOTING 2-1/4" (MIN.)6"SIDE VIEWFRONT VIEW1/8"x2"x2"x ANGLE5032 H-32 ANGLE(2) - #12 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE - EACH SIDE COL.1"x2" O.B. BASE PLATE-TYP.SELF-MATING ORSNAP SECTION TYP.2" MIN. INCREASE DISTANCEWHEN GREATER THAN 2x4UPRIGHT IS USED(2) - #12 SMS1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)2 @ 1x2 BASE2 @ SLAB (BEYOND)1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.1/4" MASONRY ANCHORAT EACH ANGLE3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESHDETAIL "F" - DOOR JAMB & HEADERCONNECTION SCALE: NTSFASTEN TOP OF HEADER TO INTERSECTING2"x2" MEMBER w/(2) #10 SMS w/1"PENETRATION INTO SCREW BOSS OF2"x2" MEMBER - TYP. BOTH SIDES2"x2" DOOR JAMBFASTEN HEADER w/(2) #10x3"INTO SCREW BOSS OF HEADERATTACH BASE PLATE TO 2"x2"w/(2) #10x3" SMS INTO SCREWBOSS OF BASE PLATEALTERNATE BASE PLATE CONNECTIONATTACH 2"x2" TO BASE PLATE(INTERNAL) w/(2) #10x2" SMSALTERNATE HEADER CONNECTIONWHEN Z-BAR IS USED - FASTENZ-BAR TO COL/HEADER AT EACHCORNER AND 18" O/C1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OFCOLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTINGDETAIL "D" - ROOF BRACING CONNECTION SCALE: NTSPURLIN0.0625" 6063-T6 FLAT PLATEw/(8) #10x.75" SMS, MIN. .5"EDGE DISTANCE, PLATE MAY BEFASTENED INTERNALLY TO BRACE(2) #10x3" SMS INTO SCREWBOSSES FOR EDGE MEMBEREDGE MEMBEROR PURLINBRACEEDGE MEMBEROR PURLININSTALL BRACETO CORNERBEAM(2) #10x2"INTO BEAMTABLE "D"DETAIL E - UPRIGHT TO BEAMCONNECTION SCALE: NTS2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY/ SIZE EACH SIDE(9)/ #14(4)/ #12(9)/ #14(8)/ #14(7)/ #12(5)/ #12(5)/ #12(6)/ #121"x2" FASTEN TO COL. (INTERNAL)w/(2) #10x1-1/2" SMS, FASTEN TOEAVE RAILS ABOVE w/#10 1-1/2" SMS24" O.C. AND 6" WITHIN COL.BEAM PER PLANNOTCHED TO RECEIVECOLUMN WITHINSMS, (EACH SIDE)QTY/ SIZE PER TABLE "D"NOTCH PROFILE MAY VARYTO PERMIT CORRECT # SMSCOLUMN PER PLANMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.BEAM PER PLAN(SLOPED OR FLAT)1-1/4" MIN. CONC.ANCHOR EMBEDMENTMINIMUM NUMBER OF TAPCONS INTO CONCRETE &# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAMTHROUGH SECONDARY 2" X 2" X 0.125" ANGLES(SEE BELOW)2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. 2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. 2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. 2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. 2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S. 2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.2-1/4" MIN. CONC.ANCHOR EMBEDMENTSECONDARY ANGLEDETAIL "G" - SLOPED PURLINCONNECTION SCALE: NTS2"x2"x.063" - DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLINUPRIGHTEAVE RAIL - SEE PLANEXTRUSION1x2 OPEN BACKEXTRUSION(2) #10x2" SMS THRU 1x2 INTOEAVE RAIL EACH SIDE OF COLUMNPURLINDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWPURLINMEMBER(4) #10x1-1/2" SMS INTOSCREW BOSSESHOLLOW SECTIONSOPEN BACK SECTIONSSNAP SECTIONSSELF MATING (SMB)ALUMINUM MEMBERS DIMENSIONSDETAIL A2 x 2: 2" x 2" x 0.050"2 x 3: 2" x 3" x 0.050"2 x 4: 2" x 4" x 0.050"2 x 5: 2" x 5" x 0.050"1 x 2: 1" x 2" x 0.044"1 x 3: 1" x 3" x 0.045"2 x 2 SNAP: 2" x 2" x 0.045"2 x 3 SNAP: 2" x 3" x 0.050"2 x 4 SNAP: 2" x 4" x 0.045"2 x 4 SMB: 2" x 4" x 0.046" x 0.100"2 x 5 SMB: 2" x 5" x 0.050" x 0.116"2 x 6 SMB: 2" x 6" x 0.050" x 0.120"2 x 8 SMB: 2" x 8" x 0.072" x 0.224"2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"2 x 9 SMB: 2" x 9" x 0.072" x 0.224"2 x 10 SMB: 2" x 10" x 0.092" x 0.374"2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSLEE12326 HARBOR RIDGE BLVDPALM CITY, FLThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 212313708/20/2021DATE DATE TCPDRAWN BY:SHEET:04SMBGIRTSMBGUTTERBRACEGUTTERBRACETOP VIEWSIDE VIEW2"x2"x1/8" ANGLE w/(2)#12 SMS EA. LEG(2) #12 SMS(2) #14 WOOD SCREWSINTO FASCIAGIRTSTRUCTURAL GUTTERGIRT(2) GUTTER BRACESEACH w/(2) #12 SMSINTO GUTTER & (2) #14WOOD SCREWS INTO FASCIA2"x2"x1/8" ANGLE w/(2)#12 SMS EA. LEG1/8"x2"x4" STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERSTRUCTURAL GUTTER(2) #12 SMS1/8"x2"x4" STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERGIRTFASCIADETAIL "L" CORNER CONNECTIONSCALE: NTSGUTTERBRACEGUTTERBRACEDETAIL "M" BEAM & PURLIN TO GUTTERCONNECTION SCALE: NTSFASTEN INSIDE CORNER(BEAM TO PURLIN)w/ 1/8"x2"x2" ANGLEw/(2) #12 SMSINTO EA. MEMBER(BEAM & PURLIN).050" GUTTER STIFFNERFASTEN TO FASCIA w(2)#12x2" WOOD SCREWFASTEN TO GUTTER w(2)#12 SMSFFFFFFFFDETAIL "K" GUSSET CONNECTION SCALE: NTS3/16"-5052-H32 GUSSETINTERNAL OR EXTERNAL2 x 10 SMB ILLUSTRATEDBEAMSIZECOL. TO BEAM QTY SMS/SIDE OF COL.BEAM TO BEAMQTY SMS/EA. FACE/SIDETABLE B-12 x 42 x 52 x 62 x 72 x 82 x 92 x 10(16) #14(14) #14(12) #12(10) #12(7) #12(5) #12(5) #12 (9) #12(9) #12(9) #12(10) #12(14) #12(14) #14(15) #14BEAMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)GUTTERBRACESIDE VIEWTOP VIEWDETAIL "H" BEAM TO GUTTERCONNECTION SCALE: NTS 2"x2"x1/8" ANGLEw/(2) #12 SMSEACH LEGCLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #12 SMSEACH SIDE OF BEAMFOR BEAM OVER 2x5.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTERINTERNALLY w/(2) #12 SMSALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTOBEAM & (2) #12 SMS INTO STRUCTURAL GUTTER(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"OPTIONAL GIRT2x2x1/8" ANGLEEA. SIDE OF BEAMw/(2) #12 SMSEACH LEG EACH SIDEFASTEN GUTTER TOFASCIA w/ #14x2"WOOD SCREW 18" O.C.(2) #12 SMSSTRUCTURALGUTTERFASCIA (2"x6" MIN. EXISTING)#10 SMS WITHIN 6"& @ 24" O.C. MAX.1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION.(2) #12 SMSDETAIL "I-2" CABLE CONNECTIONAT CORNER SCALE: NTS(9) #14x3/4" SMS1/8" PLATE ON 45° ANGLEOR 1/8"x2"x2" ANGLE w/(4)#12 SMS INTO EACHINTERSECTING MEMBERPERIMETERFRAMINGEYEBOLT FORCABLE TENSION1/8" STAINLESS STEELBRAIDED CABLE40° MIN.60° MAX.40° MIN.60° MAX.DETAIL "I-1" CABLE CONNECTIONAT FOUNDATION SCALE: NTS1/8" STAINLESS STEELBRAIDED CABLE3000 PSI CONC.6x6-10x10WWM OR FIBERMESH3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3/8" DIA x 3" EMBEDCONC. SCREW ANCHOR(TAPCON OR EQUAL)1.5"x5.5" ALUM. STRAPw/(2) 3/8" DIA. x 3"MASONRY ANCHOR(TAPCON OR EQUAL)40° MIN.60° MAX.3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3" A.S.T.M. A-36 STEEL CLIPWITH (2) 3/8"x3" SLEEVE ANCHORSFOR PAVERS (2) 1/4"x6" TAPCONSTHRU PAVERS INTO FOOTINGNOTE FINSTALL FASTENERS ALONG PERIMETER OF GUSSET-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERSMAY BE STAGGERED TO INSURE PROPERQUANTITY PER TABLE B-1FASTENER PATTERN MAY APPEAR DIFFERENTFROM ILLUSTRATION.MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAPFASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.FASTENERS MAY BE STAGGERED TO INSUREPROPER QUANTITY PER TABLE B-1GIRT FASTENED INTERNALLY AT EACH ENDw/ #10x1.5" EACH SCREW GROOVE. FASTENTO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMSINTO BEAM & (2) #10x1.5 THRU ANGLE INTOGUTTER WHERE NO GIRT IS PRESENT, ATTACHANGLE DIRECTLY TO GUTTERWHEN BEAM & PURLINHIT ON CORNER -FASTEN OUTSIDE OFBEAM & PURLINw/ 1/8"x2"x2" ANGLE& (4) #12 SMS EACH LEG(2) #14x2"WOOD SCREW@ 1" SPACING
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSLEE12326 HARBOR RIDGE BLVDPALM CITY, FL08/20/2021This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2123137DATE DATE TCPDRAWN BY:SHEET:05EXTERIOR PLATE2"X2"X1/8" ANGLE X 4" LONGPROVIDE #14 X 1" INTO EACHMEMBER AS INDICATEDBELOW PROVIDE INTERIORANGLE ABOVE AND BELOWCHAIRRAIL2" X PURLINS ATTACH TO BEAM WITH MIN (4) #10 X 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER3/16" 5052-H32 GUSSETGUSSET PLATEPER E-SERIESSELF MATINGBEAMPURLINCONTRACTOR TO INSTALL(2) #14 X 2" SMS THRU BRACEINTO BEAM THRU GUSSET PLATENOTES:1. GUSSET DIMENSION ARE MINIMUM (2) REQ'D (1) EA SIDE OF BEAM - MAYBE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING3. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.(4) #14 X 3/4" SMSINTO POST6"CORNER POST W/ 1" X 2" @BACKSIDE5/8"5"2 3/8"2 3/8"5"8"8"5/8"(TYPICAL)CORNER POSTEAVE RAIL2"X2" X 1/8" X 4" ANGLEPROVIDE #14 X 1" INTO EACHMEMBER AS INDICATED BELOWNOTES:1. CONNECTION DETAIL AT EAVE RAIL SIMILAR6"1/8" X 2" X 2" EXTRUDE ANGLE 5052H-32 ALLOY EA CORNER W/ (2) #14 X 2"SMS INTO POST & (1) 3/8" DIACONCRETE SCREW ANCHOR INTOCONCRETECORNER POSTSIDE VIEWCORNER POST TO CONCRETE DETAILSCALE: NTS#14 SMS @ 1-1/4" O.C.1-1/4" (TYPICAL)2-1/4" MIN CONCANCHOR EMBEDMENT(2) #10 X 1-1/2" SMSTHRU SCREW BOSSESSLAB/FOOTINGSEE PLAN1" X 2" O.B. FASTENED TO CORNERPOST W/ #12 X 1-1/2" SMS AT 6" FROMTOP & BOTTOM RAILS TYPICALLY @ 24" O.C.2"3/8" X LENGTH AS REQUIREDFOR 2-1/4" EMBED CONCRETESCREW ANCHOR INTOCONCRETE1" X 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1-1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXLATERAL "K"-BRACINGCONNECTION DETAILSLATERAL "K"-BRACINGCONNECTION DETAILSFRONT VIEWDETAIL #22 x 2 x 0.093BRACE (TYP.)6" x 5" x 0.050"6063-T6 ALLOY PLATE(ONE SIDE) OR STRONGER2 x 3 x 0.070 CHAIR RAIL(11 TOTAL) - #12 x 3/4"S.M.S. AS SHOWN (1/2" MIN.PLATE EDGE DISTANCE &C-C FASTENER SPACING)COLUMNGIRT (CHAIR RAIL)2 x 2 x 0.093K-BRACE (TYP.)2 x 2 x 0.093K-BRACE (TYP.)2 x 2 x 0.093K-BRACE (TYP.)3" x 3" x 0.050" MIN., 6063-T6 ALLOYPLATE OR STRONGER (ONE SIDE) WITH(3) - #12 x 3/4" S.M.S. EACH SIDE ASSHOWN (3/8" MIN. PLATE EDGE DISTANCE& C-C FASTENER SPACING)1" x 2" O.B.PATIO SECTION3" x 2" x 0.050" MIN., 6063-T6 ALLOYPLATE DR STRONGER (ONE SIDE)(3) - #12 x 3/4" S.M.S.,EACH SIDE AS SHOWN(1/2" MIN. PLATE EDGEDISTANCE & C-CFASTENER SPACING)2 x 2 x 0.093K-BRACE (TYP.)CORNER POSTPER PLANFOUNDATION3/8" Ø CONCRETE ANCHOR (2 PLATES)IN LIEU OF TYP. 1/4" Ø CONCRETESCREWS FOR CORNER COLUMNLATERAL "K"-BRACINGCONNECTION DETAILSALTERNATE GUSSET CONNECTION DETAIL SCALE: NTSCORNER K-BRACE DETAILSCALE: N.T.S.
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSLEE12326 HARBOR RIDGE BLVDPALM CITY, FL08/20/2021PROJECT NO. 2123137DATE DATE TCPDRAWN BY:SHEET:06This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.POSTCARRIER BEAMVARIES2" FOR SINGLEHORIZONTAL BEAM4" FOR DOUBLEHORIZONTALBEAM OR 4"x4"6" FOR TRIPLEHORIZONTAL BEAM OR 6X6NOTE: FOR DOUBLE OR TRIBLE CARRIERBEAM, OUTSIDE WEBS SHALL OVERLAP4x4 POST OR NOTCH POST AS ABOVEFOR 6x6 POST. ALL CASES, CONNECTUSING MACHINE BOLTS DECRIBED ABOVE.ROOF BEAM TO CARRIER BEAMCONNECTION DETAIL SCALE: NTS(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(6) #10x0.75" SMSEACH SIDE2"x2"x0.125"RECEIVING CHANNELOR ANGLE EACH SIDE(12) #10x0.75" SMS2 ROWS OF (6) FORRECEIVING CHANNELOR (6) EACH ANGLE1"x2" MEMBERFOR SCREENINGHORIZONTAL BEAMON ITS SIDE(IF REQUIRED)CARRIER BEAMCARRIER BEAM TO POST DETAIL SCALE: NTSPOSTCARRIER BEAMTOP VIEWCORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTSFRONT VIEWPOST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTCARRIER BEAM(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM2"x2"x0.125" ANGLEEACH SIDE TYP.2 x 62 x 52 x 42 x 72 x 82 x 92 x 10BEAMSIZE(4) #12 OR (2) # 16(5) #12 OR (3) # 16(5) #12 OR (3) # 16(6) #14 OR (4) # 16(8) #14 OR (5) # 16(7) #14 OR (4) # 16(9) #14 OR (6) # 16QUANTITY/ SIZE EA.LEG TO BEAMROOF BEAM TO C.B. W/1/8" ANGLE TABLE3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)OPTIONAL 2"x2" FASTENED TO CARRIERBEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH ENDOPTIONAL 1"x2" MEMBERFOR SCREENING#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" CARRIER BEAM#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" POST1"2"1"3-3/4" FROM EDGEOF SLAB/ FTG.4X4 COLUMN ALT. BASE ATTACHMENTDETAIL SCALE: NTSCOLUMN PER PLAN(4) 3/8"x4" TAPCON THRUBOTTOM LEG OF ANGLEINTO CONC.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERSTOP VIEWFRONT VIEW1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8"x4" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.EXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x2" PERIMETERCLOSE TOP OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/#12 SMSEACH SIDE OF BEAMSIDE VIEW1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM (4) #12x5/8" SMS @ 3/4" SPACING TO GUTTER.WHERE GIRT PRESENT USE 1/8"x2"x2" ANGLE OVER GIRT AND CUT TO FIT BEOW GIRT.FASTEN EACH LEG W/ (2) #12x5/8" SMSSEE DETAIL "H"FOR GUTTER STIFFNER SPECS.1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM(2) 1/4" TAPCON INTO HOUSE WALL2-1/4" EMBEDMENT MIN. ALTERNATELYRECEIVER CHANNEL MAY BE USED INLIEU OF 1/8" ANGLE EA. SIDE2" (MIN.)BEAM TO GUTTER/HOST CONNECTIONDETAIL SCALE: NTS4"x4" POST CONNECTION DETAIL SCALE: NTSTOP VIEW4"x4" POST(SEE PAGE-2FOR SIZE)(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS2"x4"x0.125 ANGLEFRONT VIEW(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS2" FROM EDGEOF SLAB/ FTG.2" FROM EDGEOF SLAB/ FTG.(4) 3/8"x4" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.PLACEMENT(4) 3/8"x4" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESHMAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSMAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSNOTES:1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.BEAM PER PLAN