HomeMy WebLinkAboutEngineeringCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:PAGE :1SCALE: NTSCONTRACTOR:PROJECT ADDRESS:STONES ALUMINUMBLACK 106 S NARANJA AVEPORT ST LUCIE, FL04/16/2020DATEDATEKMMThis 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. 2010509DRAWN BY:DESIGN CRITERIA:ALUMINUM SPECIFICATIONSHOLLOW 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 10 SMB: 2"x10"x0.092"x0.398"DETAIL A2 x 9 SMB: 2"x9"x0.082"x0.124"ALUMINUM MEMBERS DIMENSIONSFASTENER SPECIFICATIONS1. 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 ENDSMASONRY 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.MISCELLANEOUS1. 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 SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD.4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPOXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT.5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.100" UNLESS OTHERWISE INDICATED.RESPONSIBILITIES1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED 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 STRUCTUALLY SOUND.WIND LOADSFOUNDATION DESIGN150FOOTING 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.SPECIFICATIONSTHE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF 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 PORTABLE 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 WHEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER.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 #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN. HOLE, 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 1" MIN. HOLE, EMBED 6" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE (OR EQUAL) TYP. ALL LOCATIONS5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISENOTED.B1. 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 PSFAPPLICABLE CODES, REGULATIONS & STANDARDS1. THE 2017 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 MANUEL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-10 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFRENCE MANUAL.1. 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.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.5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY..88.6
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:PAGE :SCALE: NTSCONTRACTOR:PROJECT ADDRESS:STONES ALUMINUMBLACK 106 S NARANJA AVEPORT ST LUCIE, FL04/16/20202PROJECT NO. 2010509REVISION 2:REVISION 1: DATEDATEDRAWN 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.25'‐0"7'‐6"8'‐0"5'‐0"5'‐0"5'‐0"5'‐0"5'‐0"7'‐6"5'‐0"7'‐0"7'‐6"8'‐0"5'‐0"7'‐0"HOST 24" O/H STRUC. GUTTER1'‐0" O/H1'‐0" O/H1'‐0" O/H2X3X.050 EDGE BEAM1X2 TYP.2X2 TYP.2X2 DJ2X2 DJ1X21X21X22X21X23" X .024" X 1LBCOMPOSITE PANELS3003‐H1541/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R4)2X32X32X32X32X32X32X32X32X21X224" X .024 KP TYP.2X2KMM2X22X3 DJ10'‐0"
CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:PAGE :SCALE: NTSCONTRACTOR:PROJECT ADDRESS:STONES ALUMINUMBLACK 106 S NARANJA AVEPORT ST LUCIE, FL04/16/2020This 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.3PROJECT NO. 2010509DATEDATEKMMDRAWN BY:ANCHORING UPRIGHT TO FOUNDATION NOTES: 1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.)2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE 2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTS6"FRONT VIEW(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 FIBERMESHNOTEWHERE PAVERS ARE PRESENT USE 5/16"TAPCON XL (RED HEAD MFG.) MASONRYANCHORS TO PENETRATE UNDERLYINGCONCRETE FOOTING 2-1/4" (MIN.)SIDE 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 USED3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH1-1/4" MIN. CONC.ANCHOR EMBEDMENTPOSTROOF 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) 1/4" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTALTERNATELY (4) #10 INTO SCREWBOSS OF UPRIGHT 2" MIN.*OPTIONALEXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF W/#12x1" 6" FROM ENDS 24" O.C.EDGE BEAM PER PLANOPTION #2ALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO COLUMN & (2) #14x.75"INTO EDGE BEAM (*0.062 ANGLECLIPS MAYBE USED)OPTION #1FASTEN TOP OF HEADER TO INTERSECTINGMEMBER w/ (4) #10 SMS (INTERNAL) 2" MIN.INTO SCREW BOSS OF INTERSECTING MEMBERCOL. PER PLANCOL. PER PLAN2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION SCALE: N.T.S.ALUMINUM 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 BOSSESDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSROOF 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 PANEL(4) #10x2" SMS INTOSCREW BOSSESALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDCHAIR RAIL PER PLAN*ANGLE REQUIRED ONE SIDE ONLYAT CORNER AND DOOR OPENINGS1/4" DIA. TAPCON 6" FROM ENDS24" O.C. MAX 1‐1/4" EMBEDMENT INTO UNDERLYING CONC.PRIMARY UPRIGHT PER PLANSIDE WALL UPRIGHT PER PLAN1/4" DIA. TAPCON 6" FROM ENDS24" O.C. MAX 1‐1/4" EMBEDMENT INTO UNDERLYING CONC.SEE UPRIGHT TO DECKCONNECTION DETAIL2"X2"X1/8" ANGLE CUT TO FIT W/ (3) #12x.75" EACH LEG EACH SIDE OF UPRIGHT TYP.(2) #10x2" SMS INTOSCREW BOSSES ORCLIPS MAY BE USEDHOST WALL#14x4" S.M.S. w/ 1‐1/4" Ø FENDER WASHERAND NEO‐PRENE GASKET @ 12" O.C.#14x4" S.M.S. w/ 1‐1/4" Ø FENDER WASHERAND NEO‐PRENE GASKET @ 24" O.C.FOR NON‐LOAD BEARING WALLSFOUNDATION PER PLANSCREEN ROOM END WALL DETAIL SCALE: N.T.S.2"X2"X1/8" ANGLE CUT TO FIT w/#12x.75" @ 1" SPACING MAX.(4) PER LEG (MIN.) EACH SIDE TYP.ALTERNATELY CLIPS MAYBE USED2-1/4" MIN. CONC.ANCHOR EMBEDMENTSECONDARY ANGLE2-1/4" MIN. CONC.ANCHOR EMBEDMENTSECONDARY ANGLEWHERE KICK PLATE IS INDICATEDFASTEN W/ #10 X 9/16" SMS6" FROM CORNERS 18" IN FIELDOR FASTEN W/ #8 X 9/16" SMS2" FROM CORNERS 8" IN FIELD(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"(2) #12 SMS1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIPEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x6" NOMINAL STRUCTURALFASCIA MIN.FOR COMPOSITE PANELS:(2) #12 X 9/16"SMSTHROUGH RECEIVING CHANNEL @ 12" O.C.ROOF PANEL ATTACHMENT - STRUC. GUTTERDETAIL SCALE: N.T.S.EXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.#12x1/2" S.M.S. W/ INTEGRAL 3/4"ØWASHER AND NEOPRENE GASKET@ 12" O.C., TOP & BOTTOM