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HomeMy WebLinkAboutAPPROVED 2111664 PEDUTO 13196 NW WHEATON LN PALM CITY FL E-FILE (FINAL)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:TAYLOR MADE SCREENSPEDUTO 13196 NW WHEATON LNPALM CITY, FL04/28/2021DATE DATE TCPThis 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. 2111664DRAWN BY:SHEET:01FOUNDATION PLANDRAWING INDEXDETAILSSHEET NO.S/01S/02S/03S/04PLAN/ ELEVATIONSGENERAL NOTESHOLLOW SECTIONS2 x 2: 2"x2"x0.044"2 x 3: 2"x3"x0.050"2 x 4: 2"x4"x0.050"2 x 5: 2"x5"x0.050"OPEN BACK SECTIONS1 x 2: 1"x2"x0.044"1 x 3: 1"x3"x0.045"SNAP SECTIONS2 x 2 SNAP: 2"x2"x0.045"2 x 3 SNAP: 2"x3"x0.050"2 x 4 SNAP: 2"x4"x0.045"SELF MATING (SMB)2 x 4 SMB: 2"x4"x0.044"x0.100"2 x 5 SMB: 2"x5"x0.050"x0.100"2 x 6 SMB: 2"x6"x0.050"x0.120"2 x 7 SMB: 2"x7"x0.057"x0.120"2 x 8 SMB: 2"x8"x0.072"x0.124"2 x 9 SMB: 2"x9"x0.082"x0.124"ALUMINUM MEMBERS DIMENSIONS2 x 10 SMB: 2"x10"x0.092"x0.398"DETAIL ADESIGN 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.PROPOSED PATIO COVER FREE STANDINGSEE FOUNDATION DESIGN SHEET-01(4) PROPOSED 28"X28"X28" ISOLATED FOOTERS W/ (4) #5 REBAR EACH WAY3000 PSI W/ FIBERMESH CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:TAYLOR MADE SCREENSPEDUTO 13196 NW WHEATON LNPALM CITY, FL04/28/2021PROJECT NO. 2111664REVISION 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:02ALUMINUM SPECIFICATIONS20'‐0"10'‐6"11'‐0"20'‐0"10'‐6"14'‐0"22'‐0"12'‐0"10'‐6"11'‐0"12'‐0"3" X .024" X 1LBCOMPOSITE PANELS3003‐H1541/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R5)20'‐0"12'‐0"4X4X.1254X4X.1254X4X.1254X4X.1251. 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. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.6. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.7. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD.**NOTE: 36" (MAX.) O/H AT FRONT, 25% OF LAST PANEL WIDTH ALONG SIDES, TYP.4X4 POST4X4 POST4X4 POST4X4 POST11'‐0"2X8SMB C.B.2X8SMB C.B. 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:TAYLOR MADE SCREENSPEDUTO 13196 NW WHEATON LNPALM CITY, FL04/28/2021This 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. 2111664DATE DATE TCPDRAWN BY:03SHEET: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.(4) PROPOSED 28"X28"X28" ISOLATED FOOTERS W/ (4) #5 REBAR EACH WAY3000 PSI W/ FIBERMESH10'‐6"20'‐0"FOUNDATION PLAN SCALE: NTS28"X28"X28"ISOLATED FOOTERSEE DETALCOLUMN(SEE PAGE-2FOR SIZE)(1) #5 REBAR THROUGH COL.FOR SURFACE MOUNT POST:SEE PROVIDED OPTIONS28"28"28" X 28" X 28" ISOLATEDCONCRETE FOOTING(4) #5 REBARS EACHWAY (8 TOTAL)28"x28"x28" ISOLATED FOOTING DETAILSCALE: N.T.S.(4) #5 REBARS EACH WAY (8 TOTAL)22" 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:TAYLOR MADE SCREENSPEDUTO 13196 NW WHEATON LNPALM 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. 211166404/28/2021DATE DATE TCPDRAWN BY:SHEET:044"x4" POST CONNECTION DETAIL SCALE: NTS4"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/ WASHERS2"x4"x0.125 ANGLE4"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 FIBERMESH6"x6"x0.125 ALUM. PLATE4"x4" POST CONNECTION DETAIL(ALUMINUM PLATE) SCALE: N.T.S.(2) 1/2" DIA. EXPANSION BOLTSSEE NOTE #2 THIS PAGEFOR BOLT PLACEMENT(3) 1/4" DIA. MACHINEBOLTS w/ WASHERSORFILLET WELD POST TO ALUM. PLATE (TYP.)3-3/4" FROM EDGEOF SLAB/ FTG.3-3/4" FROM EDGEOF SLAB/ FTG.TOP VIEWPOSTROOF PER PLANPOST TO CARRIER BEAM CONNECTION SCALE: N.T.S.#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 PANSCOVER END OF PANELCARRIER BEAM(SEE PAGE-2FOR SIZE)*OPTIONALEXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF W/#12x1" 6" FROM ENDS 24" O.C.BEAM TO POST CONNECTION OPTION #2 SCALE: N.T.S.POST POSTCARRIER BEAM(SEE PAGE-2FOR SIZE)CARRIER BEAM(SEE PAGE-2FOR SIZE)(3) 1/2" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST(3) 1/2" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST(3) 1/2" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTBEAM TO POST CONNECTION OPTION #1 SCALE: N.T.S.