HomeMy WebLinkAbout2106414-3 MILLER 7214 SHANAS TRAIL PT ST LUCIE FL EFILE (FINAL) 3rdCA 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:MILLER 7214 SHANAS TRAILPORT ST LUCIE, FL07/28/202108/15/202108/15/2021This 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. 2106414-3DRAWN 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 SCREENSRENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDDESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADS150B1. 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 = B 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 =31 PSF32 PSF9 PSF25 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.TCPPROPOSED 8"X8" RIBBON FOOTER W/ (1) #5 REBAR CONT. TIED INTO EXISTING FOUNDATIONPROPOSED MANSARD SCREEN ENCLOSURESEE FOUNDATION DESIGN SHEET-06S/06FOUNDATION PLAN
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREENSMILLER 7214 SHANAS TRAILPORT ST LUCIE, FL07/28/2021REVISION 2:REVISION 1: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.SHEET:02ALUMINUM 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.61'‐6"6'‐7 12"6'‐7 12"6'‐9"6'‐9"6'‐9"7'‐0"7'‐0"7'‐0"7'‐0"3'‐6"4'‐0" MAX.10'‐0"10'‐0"35'‐0"6'‐10 12"6'‐10 12"6'‐10 12"6'‐10 12"7'‐6"2'‐6"7'‐0"40'‐0"3'‐0"7'‐0"3'‐0"2'‐6"10'‐0"HOST 30" O/H STRUC. GUTTERHOST 36" O/H STRUC. GUTTERHOST 42" O/H STRUC. GUTTER9'‐0"12'‐0"RESIDENCE1X3 + 3X21X3 + 3X21X3 + 3X21X3 TYP.2X3 TYP.1X31X31X31X32X32X3 DJ2X3 DJ2X3 DJ2X3 DJ1X31X32X32X32X33X22X4SMB2X4SMB2X4SMB2X8SMB2X8SMB2X8SMB2X10SMB2X9SMB2X3 TYP.2X3 TYP.2X3 TYP.2X3 TYP.2X3 TYP.2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMBFLATROOF1X36'‐8 78"2X8SMB27'‐6"2X9SMB35'‐0"2X9SMB33'‐1"HATCH DENOTES EXISTING STRUCTURAL GAZEBOTHESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION, HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.PROJECT NO. 2106414-308/15/202120'‐0"9'‐0"5'‐8"5'‐8"5'‐8"2X42X41X21X22X21X21X26'‐8"6'‐8"6'‐8"3'‐0"9'‐0"1X21X22X22X42X41X21X217'‐0"UNDER TRUSSUNDER TRUSS08/15/2021
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 SCREENSMILLER 7214 SHANAS TRAILPORT ST LUCIE, FL07/28/2021This 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. 2106414-308/15/202108/15/2021TCPDRAWN 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 SCREENSMILLER 7214 SHANAS TRAILPORT ST LUCIE, 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. 2106414-307/28/202108/15/202108/15/2021TCPDRAWN 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 SCREENSMILLER 7214 SHANAS TRAILPORT ST LUCIE, FL07/28/2021This 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. 2106414-308/15/202108/15/2021TCPDRAWN 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 SCREENSMILLER 7214 SHANAS TRAILPORT ST LUCIE, FL07/28/2021PROJECT NO. 2106414-308/15/202108/15/2021TCPDRAWN BY:SHEET:HATCHNEW SLAB AREANEW FOOTINGHOST/ EXIST.NOTE: ALL MAY NOT APPLYINDICATESCONCRETE LEGENDFOUNDATION DESIGNSPECIFICATIONSMASONRY SPECIFICATIONS1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR.2. ALL MORTAR SHALL BE TYPE M OR S.3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8".4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT.THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1 % - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN POTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: i. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK CATEGORY II, III, & IV STRUCTURES ONLY. g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY)2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPOXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL & EPOXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED 4" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPOXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE (OR EQUAL) TYP. ALL LOCATIONS5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPOXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT.6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISENOTED. FOOTING NOTES1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS.2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH.3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 605. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE INFORMATION & SPECS.20'‐0"17'‐0"37'‐6"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.FOUNDATION PLAN : NTSHOUSE WALLHOUSE WALL12'‐6"65'‐0"EXISTING FOUNDATIONMIN.SODDED GRADE58"8"OPTIONAL BRICK PAVER DECK(1) #5 BARCONTINUOUS(25" MIN. LAP)8"x8" RIBBON FOOTING SCALE: NTSOPTIONAL BRICK PAVER DECK8"x8" RIBBON FOOTINGPROPOSED 8"X8" RIBBON FOOTER W/ (1) #5 REBAR CONT. TIED INTO EXISTING FOUNDATION06EX. COLUMN TYP.