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Home My WebLink About2121747-R BORKOWSKI 511 ANN MARIE LN PORT ST LUCIE 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:08/11/2021DATE 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.DRAWN BY:SHEET:01DRAWING INDEXSHEET NO.S/01S/02S/03PLAN/ 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 ADETAILSFOUNDATION 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 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.RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDBORKOWSKI 511 ANN MARIE LNPORT ST LUCIE FLPROJECT NO. 2121747-RST08/08/2021WHITE ALUMINUM STUARTDESIGN 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.PROPOSED SCREEN ROOM UNDER EXISTING APPROVED PAN ROOFSEE FOUNDATION DESIGN SHEET-01 CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:WHITE ALUMINUM STUARTBORKOWSKI 511 ANN MARIE LNPORT ST LUCIE FL08/08/2021REVISION 2:REVISION 1: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:0210'‐6 12"10'‐5 18"10'‐7 18"8'‐5 38"10'‐3"EX. 3X3 POSTEX. 3X3 POSTEX. 3X3 POSTEX. 3X3 POSTEX. 3X3 POSTEXISTINGAPPROVEDSHED41'‐9 34"11'‐9"EXISTINGAPPROVEDSHED8'‐12"3'‐4"1X31X31X31X31X31X31X3 TYP.2X3 TYP.EX. 2X6 SMB EX. 2X6 SMB EX. 2X6 SMBEX. 2X6 SMB3X23X23X2HATCH DENOTESEXISTING APPROVEDPAN ROOFEXISTING MOBILE HOMESCREEN WALL"VIEW‐A"8'‐5 38"9'‐2 34"11'‐4 12"SCREEN WALL"VIEW‐A"8'‐5 38"9'‐2 34"11'‐4 12"EXISTINGAPPROVEDSHED3X2 1X3 TYP.2X3 TYP.3X2 1X31X32X3 DJ2X3 DJSCOPE OF WORK: INSTALL NEW SCREEN WALLS UNDER EXISTING APPROVED PAN ROOF W/ 3X3 EXISTING POSTS AND 2X6SMBTHESE 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.GENERAL NOTES AND SPECIFICATIONS:1. THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY, WOOD OR ALUMINUM FRAME HOST STRUCTURES OF ADEQUTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION.2. ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF ASTM B221 AFTER POWDER COATING.3. ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T64. 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.5. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.6. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.7. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.8. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.9. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD.INSTALLATION NOTES:1. FASTEN PERIMETER TO ALUM EAVE RAIL W/ #12 X 1-1/2" SMS 24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.2. FASTEN PERIMETER TO MASONRY W/ 1/4" X 2-1/4" TAPCON 24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS. FOR WOOD APPLICATION USE 1/4"X 2-1/2" GALV. LAG BOLTS 24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.ASSEMBLY NOTES:1. FASTEN CHAIR RAIL (INTERNAL)TO PERIMETER W/(4) #10 X 2" S.S. S.M.S. INTO SCREW BOSS OF CHAIR RAIL.2. FASTEN PERIMETER MEMBERS AT CORNERS(INTERNAL) W/(2) #10 X 2" S.S. S.M.S. INTO SCREW BOSSES.PROJECT NO. 2121747-R08/11/202116"X.024"KP TYP.16"X.024"KP TYP.2X3 DJ1X3DOOR 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:WHITE ALUMINUM STUARTBORKOWSKI 511 ANN MARIE LNPORT ST LUCIE FL08/08/2021This 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. 2121747-R08/11/2021DATE STDRAWN BY:03SHEET: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.COVER 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: NTS(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#14x4",5" or 7" 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 PANS