HomeMy WebLinkAboutAPPROVED Mack PlansCA 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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/202109/28/2021DATE 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. 2122279-RDRAWN BY:SHEET:01FOUNDATION PLANDRAWING INDEXDETAILSDETAILSSHEET NO.S/01S/02S/03S/04S/05PLAN/ ELEVATIONSGENERAL NOTESDESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADSFOUNDATION 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 SPECIFICATIONS150C1. 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 = C 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 =43 PSF34 PSF12 PSF36 PSF.88.61. 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.1. 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.1. EXISTING APPORVED 12"x16" RIBBON FOOTER W/(2) #5 REBAR CONT.2. (1) PROPOSED 24"X24"X24" ISOLATED FOOTERS W/ (3) #5 REBAR EACH WAY 3000 PSI W/ FIBERMESHTCPNEW MANSARD SCREEN ENCLOSURESEE FOUNDATION PLAN SHEET-03DETAILSDETAILSS/06S/073‐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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/2021REVISION 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.DATE SHEET:0267'‐2"4'‐0" MAX.2X10 SMB C.B.= 6X6X.1256'‐0"6'‐0"6'‐0"6'‐0"6'‐0"6'‐0"5'‐9"5'‐9"5'‐9"5'‐9"4'‐2"4'‐0"2X2 DJDJ3'‐0"2'‐0"(2) 2X9SMB1X22X9SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB1X2 + 2X22X2 TYP.2X2 TYP.1X2 TYP.2X7SMB1X26'‐0"6'‐0"6'‐0"21'‐0"2X2 TYP.FLATROOFFLATROOF41'‐4 12"21'‐0"2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB6'‐10 34"6'‐10 34"6'‐10 34"6'‐10 34"2X8SMB2X8SMB2X8SMB2X8SMB1X22X22X22X21X2 + 2X26'‐10 34"2X2 DJDJEXISTINGCONCRETEWALL2X7SMB1X22'‐0"2X8SMB(2) 2X10 SMB C.B.36'‐0"23'‐0"59'‐0"2X8SMBRESIDENCE2X7SMB2X7SMB2X7SMB2X7SMB2X7SMB2X210'‐0"6'‐10 34"6'‐10 34" TYP.2X8SMB32'‐0"2X8SMB34'‐0"2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB17'‐3"2X6SMB2X6SMB2X6SMB2X6SMB2X4 PB1X21X2HOST 24" O/H STRUC. GUTTER (14' FASCIA HT.)10'‐0"2X7SMB2X7SMB2X7SMB2X7SMB2X7SMB2X7SMB2X2(2) 2X9SMB4'‐0"4'‐0"2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.2X2 TYP.1X2 + 2X21X2 + 2X21X2 + 2X2HOST 24" O/H STRUC. GUTTER (14' FASCIA HT.)HOST 24" O/H STRUC. GUTTER (14' FASCIA HT.)HOST 24" O/H STRUC. GUTTER (24' FASCIA HT.) (24' FASCIA HT.)HOST 24" O/H STRUC. GUTTER24"X24"KNEE BRACE24"X24"KNEE BRACE36"X36"KNEE BRACE36"X36"KNEE BRACE1X2 + 2X31X2 + 2X32X3 + 1X224"X24"KNEE BRACE24"X24"KNEE BRACE2X6SMB2X6SMB1X2HOUSE WALL2X3 + 1X210' TRANSOM @ STRUC. GUTTER10' TRANSOM @ STRUC. GUTTER10' TRANSOM @ STRUC. GUTTER10' TRANSOM @ STRUC. GUTTER2X22X21X2 + 2X21X2 + 2X21X2 + 2X324"X24"KNEE BRACEBEAM TO RISER BEAM CONNECTIONSCALE: N.T.S.(2) #12 SMS1"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.FASTEN RISER BEAM TO FACE OF STRUC.GUTTER W/ #12X9/16" 12" O/C STAGGERED (INTERNAL)2"X2"X.125 ANGLE X BEAM LENGTH W/#12 X 9/16" SMS EA. LEG QUANTITY=BEAM SIZE(EX. FOR 2X7 BEAM USE (7) #12 X 9/16" EA. LEG.)BEAM(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"EXSITING 2" NOMINAL FASCIAEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)ALUMINUM 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.PROJECT NO. 2122279-R09/28/20212X346" X 42" KNEE BRACE4X4X.12542"46"(2) 2X10SMB4X4X.125(2) 2X9SMB2X32X6SMB2X6SMB2X6SMB2X32X32'‐4"
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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/2021This 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. 2122279-R09/28/2021DATE TCPDRAWN BY:03SHEET:FOUNDATION DESIGN1. EXISTING APPORVED 12"x16" RIBBON FOOTER W/(2) #5 REBAR CONT.2. (1) PROPOSED 24"X24"X24" ISOLATED FOOTERS W/ (3) #5 REBAR EACH WAY 3000 PSI W/ FIBERMESHSPECIFICATIONSMASONRY 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.HATCHNEW SLAB AREANEW FOOTINGHOST/ EXIST.NOTE: ALL MAY NOT APPLYINDICATESCONCRETE LEGEND69'‐2"36'‐0"= 6X6X.125HOUSE WALLFOUNDATION PLAN SCALE: NTS24"X24"X24"ISOLATED FOOTERSEE DETAL43'‐9"COLUMN(SEE PAGE-2FOR SIZE)24"24"18"(1) #5 REBAR THROUGH COL.(3) #5 REBARS EACH WAY (6 TOTAL)24" X 24" X 24" ISOLATEDCONCRETE FOOTING(3) #5 REBARS EACHWAY (6 TOTAL)24"x24"x24" ISOLATED FOOTING DETAILSCALE: N.T.S.FOR SURFACE MOUNT POST:SEE PROVIDED OPTIONS 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 FOR TYING INTO EXISTING FOUNDATIONS8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS.EXISTING 12"X16" FOOTER
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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT 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. 2122279-R08/19/202109/28/2021DATE TCPDRAWN BY:SHEET:04DETAIL "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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/2021This 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. 2122279-R09/28/2021DATE TCPDRAWN BY:SHEET:05SMBGIRTSMBGUTTERBRACEGUTTERBRACETOP 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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/2021PROJECT NO. 2122279-R09/28/2021DATE 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.NOTES: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. 4x4 POST TO 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.NOTE: 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: NTSCARRIER BEAM1"x2" MEMBERFOR SCREENING#10x1-1/2" SMS @ 24"O.C. MAX CONNECTINGTO 1"x2" CARRIER BEAM#10x1-1/2" SMS @ 24"O.C. MAX CONNECTINGTO 1"x2" POST2"x2" FASTENED TO CARRIERBEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH ENDROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM3/4" SMS SEE TABLE FOR SCREW SIZE/ QUANTITY (TYP. EACH SIDE)2"x2"x0.125" HEAVY 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 SCREW SIZE/ QUANTITY (TYP. EACH SIDE)INDSIDE FACINGOUTSIDEBEAM PER PLANBEAM PER PLANLINE POST DETAILPOSTPOSTBEAM PER PLAN BEAM PER PLANCOL. PER PLANCOL. PER PLANCARRIER BEAM TO POST DETAILCONNECTION SCALE: N.T.S.TABLE S-1 - SMB TO CARRIER SCREWSSMB SIZE QTY4468810102X42X92X82X72X62X52X10SCREW SIZE NO. #14 X 3/4"1/8"X4"XSURFACE LENGTH FLAT BAR#14 X 3/4" SMS INTOINTERSECTING BEAM E/S(20) TOTAL EACH PLATE1/8"X2"X2"XSURFACE LENGTH ANGLE E/S#14 X 3/4" SMS INTOINTERSECTING BEAM E/SFOR QUANITY SEE "TABLE S-1"4"x4" POST CONNECTION DETAIL SCALE: NTSTOP VIEW4"x4" POST(SEE PAGE-2FOR SIZE)2"x4"x0.125 ANGLEFRONT VIEW3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH(4) #14x1" SMS OR TEKEACH SIDE TYP.(3) #14x1" SMS OR TEKEACH SIDE TYP.2" FROM EDGEOF SLAB/ FTG. (TYP.)2" FROM EDGEOF SLAB/ FTG. (TYP.)6"x6" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: N.T.S.TOP VIEWFRONT VIEW3-3/4" FROM EDGEOF SLAB/ FTG.1/8"x2"x2"x5-3/4"(LENGTH) ANGLE(INTERNAL)6X6 POSTPER PLAN1"4"1"FRONT VIEWTOP VIEW3-3/4" FROM EDGEOF SLAB/ FTG.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH6X6 POSTPER PLAN2"x6"x0.125 ANGLE6"x6" POST CONNECTION DETAILSCALE: N.T.S.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH(6) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(6) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(6) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(3) 1/2" DIA. EXPANSION(6) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(5) #14-16 SMS OR TEKSCREW EACH SIDE TYP.(5) #14-16 SMS OR TEKSCREW EACH SIDE TYP.(5) #14-16 SMS OR TEKSCREW EACH SIDE TYP.(5) #14-16 SMS OR TEKSCREW EACH SIDE TYP.NOTE: FOR DOUBLE OR TRIPLE CARRIERBEAM, OUTSIDE WEBS SHALL OVERLAP4x4 POST OR NOTCH POST AS ABOVEFOR 6x6 POST. ALL CASES, CONNECTUSING MACHINE BOLTS DECRIBED ABOVE.(2) 2"x__ SMB(SEE PAGE 2FOR SIZE)#14x1 SMS 12" O.C. STAGERED ROWS(4) 3/8" DIA. LDT"s2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(4) 3/8" DIA. LDT"s2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.(3) #14x1" SMS OR TEKEACH SIDE TYP.CORNER POST TOP VIEW2" FROM EDGEOF SLAB/ FTG. (TYP.)(4) 3/8" DIA. LDT"s2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.
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:DESIGN PRO SCREENSMACK7840 SADDLEBROOK DRPORT ST LUCIE, FL08/19/2021PROJECT NO. 2122279-R09/28/2021DATE TCPDRAWN BY:SHEET: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.EXTRUDED GUTTER IS ATTACHED TOFASCIA WITH #10x4" INSTALL 6" FROM ENDS 24" O.C. INTO RAFTER TAILS1" X .050" GUTTER STRAP 24" O.C. MAX 4" FROMEACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH #10x2" ATTACHED TO FRONT OF GUTTER WITH #10x3/4"KNEE WALL @ GUTTERDETAIL SCALE: N.T.S.UPRIGHT IS SCREWED TO GUTTER WITH2 X 2 X 1/8" ANGLE AND AND (4) #10x1" TOGUTTER AND UPRIGHT EA. SIDE TYP.FRONT WALL, BACK WALL & SIDE WALLS TOPPLATES ATTACH TO ROOF MEMBERS WITH #10x1.5" SMSINSTALL 6" FROM ENDS 24" O.C. 4X4 KNEE BRACE CONNECTION DETAIL SCALE: N.T.S.POSTPERPLAN4X4 BRACE NOTCHED OVER POSTFASTENED W/ (4) #14 TEK OR (2) 1/4" DIA. THRU BOLTSTYP. EACH END1/8" REC. CHANNEL CUT TO FITW/ (4) #14 TEK INTO POST(4) #14 TEK INTO BRACE EA. SIDE TYP.4X4X.1254'-0" MIN.4'-0" MIN.CARRIER BEAMPER PLANKNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNELWITH (6) #10x3/4" SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO THE PURLIN2X2 KNEE BRACE FOR 25' - 0" MAX BEAM SPAN (U.N.O.)2X3 KNEE BRACE FOR 40' - 0" MAX BEAM SPAN (U.N.O.)2X4 KNEE BRACE FOR SPANS IN EXCESS OF 40' - 0" (U.N.O.)07