HomeMy WebLinkAboutAPPROVED eseal WassonCA 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:STONES ALUMINUM06/16/202108/27/2021DATE MBGThis 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.DRAWN BY:SHEET:01DRAWING INDEXDETAILSSHEET NO.S/01S/02S/03S/04S/05PLAN/ ELEVATIONSGENERAL NOTESRENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDFOUNDATION 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.5903 HICKORY DR FT PIERCE FLPROJECT NO. 2116663-2DESIGN 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.DETAILSDETAILSNEW MANSARD SCREEN ENCLOSURESEE FOUNDATION PLAN SHEET-01FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTINGOR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSEDCONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED INSOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:5903 HICKORY DR FT PIERCE FLPROJECT NO. 2116663-2REVISION 2:REVISION 1: 08/27/2021MBGDRAWN 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:02STONES ALUMINUM06/16/2021ALUMINUM 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"X2"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.RESIDENCERESIDENCEEXISTING APPROVED COMPOSITE ROOF2X8SMB C.B.3" X .024" X 1LBCOMPOSITE PANELS3003‐H1541/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R5)= 4X4X.1252X9SMB C.B. W/ S.G.29'‐6"RESIDENCE19'‐9 58"13'‐6"1X210'‐0"4X4X.1252X2 DJ2X2 DJ1X22X22X21X27'‐2"6'‐4"3'‐0"7'‐9"1X2 + 2X22X2 TYP.1X2 TYP.2X34X4 POST10'‐0"1X210'‐0"4X4X.1252X2 DJ2X2 DJ1X22X22X21X22X5SMB2X4SMB19'‐0"2X2 TYP.2X2 TYP.2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB1X21X22X21X2 + 2X22X4SMB6'‐4"6'‐4"6'‐4"7'‐9"1X2 TYP.2X2 TYP.1X2 + 2X22X32X3 7'‐9" 3'‐0" 7'‐2" 7'‐2" 7'‐2" 7'‐2" 7'‐2" 7'‐2"4'‐0" MAX.2X5SMB2X5SMB2X5SMB2X5SMB2X5SMB43'‐0"1X2 + 2X22X21X22X4SMB2X4SMB1X26'‐4"6'‐4"6'‐4"7'‐9"THESE 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.
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:STONES ALUMINUM5903 HICKORY DR FT PIERCE FL06/16/2021This 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. 2116663-208/27/2021DATE MBGDRAWN 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:STONES ALUMINUM5903 HICKORY DR FT PIERCE 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. 2116663-206/16/202108/27/2021DATE MBGDRAWN 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:STONES ALUMINUM5903 HICKORY DR FT PIERCE FL06/16/2021This 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. 2116663-208/27/2021DATE MBGDRAWN BY:SHEET:05FRONT VIEW3-3/4" FROM EDGEOF SLAB/ FTG.TOP VIEW(4) 1/4"x3-1/4" TAPCON THRU BOTTOM LEG OF ANGLE INTO CONC.(4) 1/4"x3-1/4" TAPCON THRU BOTTOM LEG OF ANGLE INTO CONC.1/8"x2"x3"(LENGTH) ANGLE(INTERNAL)3"x3" POST PER PLANMAY USE (3) #14x1" TEKIN LIEU OF THRUBOLTS3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESHFRONT VIEW(2) 3/8" DIA. EXPANSION BOLTSSEE NOTE #1 THIS PAGEFOR BOLT PLACEMENT3"x3"x0.125 ANGLE3"x3" POST(SEE PAGE-2FOR SIZE)3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESHMAY USE (3) #14x1" TEKIN LIEU OF THRUBOLTSTOP VIEWMAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSCOLUMN PER PLAN(3) 1/4" DIA. MACHINEBOLTS w/ WASHERSFRONT VIEW1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)(4) 3/8"x4" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH2" FROM EDGEOF SLAB/ FTG.2" FROM EDGEOF SLAB/ FTG.TOP VIEW1"2"1"3-3/4" FROM EDGEOF SLAB/ FTG.(4) 3/8"x4" TAPCON THRUBOTTOM LEG OF ANGLEINTO CONC.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. EXPANSION BOLTSSEE NOTE #1 THIS PAGEFOR BOLT PLACEMENT4"x4" POST(SEE PAGE-2FOR SIZE)(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(2) 1/2" DIA. EXPANSIONBOLTS SEE NOTE #2THIS PAGE FOR BOLTPLACEMENTFRONT VIEW3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3-3/4" FROM EDGEOF SLAB/ FTG.3-3/4" FROM EDGEOF SLAB/ FTG.TOP VIEW(2) 1/2" DIA. EXPANSION BOLTSSEE NOTE #2 THIS PAGEFOR BOLT PLACEMENT(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS3"x3" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: N.T.S.3"x3" POST CONNECTION DETAIL SCALE: NTS4X4 COLUMN ALT. BASE ATTACHMENTDETAIL SCALE: NTS4"x4" POST CONNECTION DETAIL SCALE: NTSEXISTING RAFTEROR TRUSS(1) 1/4" Ø x 2" LAG SCREW @ 24" O.C.ENTIRE LENGTH OF RECEIVING CHANNEL#14x1/2" S.M.S. W/ INTEGRAL 3/4"ØWASHER AND NEOPRENE GASKET@ 12" O.C., TOP & BOTTOMEXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.SECURE FASCIA TO EACH RAFTER TAIL W/ (1) 1/4" Ø x 4" LONG PAN HEAD LAG SCREWSBEFORE ATTACHING REC. CHANNELROOF PANEL ATTACHMENT - WOOD FRAMESCALE: N.T.S.HOST STRUCTUREMASONRY OR WOODEXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.1/4" Ø x 2-1/2" LONG WOOD LAG SCREW OR1/4" Ø x 2-1/4" LONG MASONRY ANCHORS@ 24" O.C. MAX.#14x1/2" S.M.S. W/ INTEGRAL 3/4"Ø WASHER AND NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.IF CLEARANCE PROHIBITS INSTALLATION OF TOPFASTENERS USE #14x4" S.M.S. W/ 1-1/4" Ø FENDERWASHER AND NEOPRENE GASKET @ 12" O.C.ROOF PANEL ATTACHMENT - MASONRYSCALE: N.T.S..024 FLASHING SEALED TOWALL (TYP.)BEAM TO POST CONNECTION #2 DETAIL SCALE: N.T.S.CARRIER BEAMPER PLAN3X3 OR 4X4 POST PER PLAN(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTBEAM TO POST CONNECTION #1 DETAIL SCALE: N.T.S.3X3 OR 4X4 POST PER PLANCARRIER BEAMPER PLAN(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST2"x4"x0.125 ANGLEMAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAMCONNECTION SCALE: N.T.S.BEAM TO CARRIER BEAM W/ GUTTER + SOLID ROOFCONNECTION SCALE: N.T.S.(2) #12 SMSROOF PER PLANSIDE VIEWCAGEBEAM #14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.5 OR 7 IN. STRUCTURALGUTTERCARRIER BEAMPER PLAN1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ #14 SMS OR TEK SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. (2) #14 SMS OR TEK @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.GIRT 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 GUTTERCARRIER BEAMPER PLAN*FOR 2X9 AND 2X10USE #14 INTO BEAM& (3) 1/4" TAPCON INTO HOST 2-1/4" MIN.FOR 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 GUTTER#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.#12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ C.B. SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. (2) #14 SMS OT TEK SCREWS @ 1"SPACING @ EACH GUTTER BRACKET & (1) @ 18" O.C. MAX. (SEE NOTE)NOTE:FOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATIONSTRUC.GUTTERSIDE VIEW(2) 3/8" THRU-BOLTTHRU CARRIER BEAM& POSTS3X3 OR 4X4 POST PER PLANGIRT 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 GUTTERPOSTCAGEBEAMROOF PER PLAN*FOR 2X9 AND 2X10USE #14 INTO BEAM& (3) 1/4" TAPCON INTO HOST 2-1/4" MIN.FOR 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 GUTTERPURLINROOF PER PLAN#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.CARRIER BEAMPER PLAN2"x2"x.063" - DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVERAIL (3) #12 EACH SIDE INTO PURLINPURLIN TO CARRIER BEAM + SOLID ROOFCONNECTION SCALE: N.T.S.(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERSMAY USE: (2) 3/8"x4" TAPCONIN LIEU OF 3/8" DIA. ANCHORSMAY USE: (4) 3/8"x5" TAPCONIN LIEU OF 1/2" DIA. ANCHORS