HomeMy WebLinkAboutAPPROVED, 2116252 FORD 7705 LOCKWOOD DR FT PIERCE FL EFILE (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:DATE 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.DRAWN BY:SHEET:01DRAWING INDEXSHEET NO.S/01S/02S/03PLAN/ ELEVATIONSGENERAL NOTESRENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDHOLLOW 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 AFOUNDATION DESIGNFOOTING 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.1. 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 SPECIFICATIONSDETAILSPROPOSED ALUMINUM ROOF CANOPYSEE FOUNDATION DESIGN SHEET-011. 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.FORD 7705 LOCKWOOD DR FT PIERCE FL06/13/2021STTAYLOR MADE SCREENSPROJECT NO. 2116252 DESIGN 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.
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:TAYLOR MADE SCREENSFORD 7705 LOCKWOOD DR FT PIERCE FL06/13/2021PROJECT NO. 2116252 REVISION 2:REVISION 1: DATE STDRAWN 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 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.= 3X3X.125HOST 16" O/H (FASCIA MOUNT)HOST 16" O/H (FASCIA MOUNT)3" X .024" X 1LB COMPOSITE PANELS3003‐H154 1/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R5)35'‐0"13'‐0"3'‐8"HOST 24" O/H (FASCIA MOUNT)25% O/H OF LAST PANEL WIDTH ALONG SIDES, TYP.36" (MAX.) O/H AT FRONT7'‐0"7'‐0"7'‐0"7'‐0"7'‐0"7'‐0"9'‐1"3X3X.1253X3X.1253X3X.1253X3X.1253X3X.1253X3X.1252X6SMB2X6SMB 2X6SMB2X6SMB2X6SMB9'‐1"5'‐0"9'‐5"3X3 POST7'‐0"15'‐0"3X3 POST7'‐5"
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 SCREENSFORD 7705 LOCKWOOD DR FT PIERCE FL06/13/2021This 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. 2116252 DATE DATE STDRAWN BY:03SHEET:EXISTING 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.)ROOF PER PLAN3" X 2" X .050" MIN.(SEE PLAN)#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 PANSROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S.COVER END OF PANELFRONT 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 THRUBOLTS2" FROM EDGEOF SLAB/ FTG.2" FROM EDGEOF SLAB/ FTG.TOP VIEW(2) 3/8" DIA. EXPANSION BOLTSSEE NOTE #1 THIS PAGEFOR BOLT PLACEMENTPOSTROOF 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)(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTBEAM TO POST CONNECTION OPTION #2 SCALE: N.T.S.POST POSTCARRIER BEAM(SEE PAGE-2FOR SIZE)CARRIER BEAM(SEE PAGE-2FOR SIZE)(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST3"x3" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: N.T.S.3"x3" POST CONNECTION DETAIL SCALE: NTSMAY USE: (2) 3/8"x4" TAPCONIN LIEU OF 3/8" DIA. BOLTSPER PLANBEAM PER PLAN(2X7SMB ILLUSTRATED)2"X2"X.125" ANGLE W/#14x3/4" THRU ANGLE LEG INTO BEAM EA. SIDE TYP.SEE TABLE FOR QUANTITY2"X2"X.125" ANGLE W/ (3) 1/4" X 2-1/4" TAPCONS @ 2" o.c.THRU ANGLE LEG INTO HOST WALL2"X2"X.125" ANGLE W/ (3) 1/4" X 2-1/4" TAPCONS @ 2" o.c.THRU ANGLE LEG INTO HOST WALL(4) #12 - (2) #16(5) #12 - (3) #16(5) #12 - (3) #16(6) #14 - (4) #16(7) #14 - (4) #16(8) #14 - (5) #16(9) #14 - (6) #16(2) 1/4" TAPCON(2) 1/4" TAPCON(3) 1/4" TAPCON(3) 1/4" TAPCON(4) 1/4" TAPCON(4) 1/4" TAPCON(5) 1/4" TAPCON2X102X92X82X72X62X52X4BEAM SIZEQUANTITY/ SIZEPER LEG TO BEAMQUANTITY ANCHORPER LEG TO WALLBEAM TO WALL w/ 1/8" ANGLE TABLEFASTENER NOTES:MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.FASTENERS MAY BE STAGGERED TO ENSURE PROPER QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENTFROM ILUSTRATION)HOST STRUCTURE WALLBEAM TO HOST WALL CONNECTIONSCALE: N.T.S.TOP VIEWSIDE VIEW2"X2"X.125" ANGLE W/#14x3/4" THRU ANGLE LEG INTO BEAM EA. SIDE TYP.SEE TABLE FOR QUANTITY(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/ WASHERSFOR WOOD APPLICATION IN LIEU OF MASONRY ANCHORS USE: 1/4" X 3" GALV. LAGSBEAM TO POST CONNECTION OPTION #1 SCALE: N.T.S.*OPTIONAL EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF W/#12x1" 6" FROM ENDS 24" O.C.FFFFFFFFDETAIL "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) #14NOTE 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-1