HomeMy WebLinkAboutPlans - Corrected AddressCA 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:WHITE ALUMINUM STUART01/18/2022DATEMBGThis 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:DETAIL "C" CHAIR RAIL TO POST DETAILSCALE: 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 USED(4) #10x2" SMS INTOSCREW BOSSESCHAIR RAILPER PLANUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWFRONT VIEWSIDE VIEWDETAIL "B" - 2"x2"/3" UPRIGHT TO DECK CONNECTION DETAILS SCALE: NTSASSEMBLY NOTES:1-FASTEN PERIMETER MEMBERS AT CORNERS (INTERNAL) W/(2)#10 X 1-1/2" SMS INTO SCREW BOSSES2-FASTEN CHAIR RAIL (INTERNAL) TO PERIMETER W/(4) #10X1-1/2"SMS INTO SCREW BOSS OF CHAIR RAIL.ALTERNATELY DETAIL C.1X_ O.B. PERIMETERSEE INSTALLATION NOTES FOR ANCHORAGEFIGURE 1 SCALE: N.T.S.1X_ O.B. PERIMETER1X_ O.B. PERIMETERCHAIR RAIL1"x2" O.B. BASE PLATE-TYP.1/8"x2"x2"x ANGLE5032 H-32 ANGLE W/(2) - #12 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE - EACH SIDE COL.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.1/8"x2"x2"x ANGLE5032 H-32 ANGLE W/(2) - #12 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE - EACH SIDE COL.1"x2" O.B. BASE PLATE-TYP.2" REVEAL TYP.4" SLAB (MIN.)3000 PSI CONC. W/ FIBERMESH OR6x6-10x10 WWM 4" SLAB (MIN.)3000 PSI CONC. W/ FIBERMESH OR6x6-10x10 WWM 2-1/4" MIN. CONC.ANCHOR EMBEDMENT2-1/4" MIN. CONC.ANCHOR EMBEDMENTDESIGN CRITERIA:UPRIGHT PER PLANAPPLICABLE CODES, REGULATIONS & STANDARDS:1. THE 2020 FLORIDA BUILDING CODE, 7TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND AA ASM 35 and AA ADM 12. ASCE 7-16.WIND LOADS:1. 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: 150 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: DGENERAL NOTES AND SPECIFICATIONS:1. THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY, WOOD, STEEL 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 20/20 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.8. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.9. DOOR LOCATION MAY BE DETEMINED/ 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.3. FASTEN PERIMETER TO WOOD W/ 1/4"X 2-1/2" GALV. LAG BOLTS 24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.4. FASTEN PERIMETER TO STEEL W/ #12-14 X 1-1/2" SDS OR STS 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.SITE SPECIFIC ENGINEERING NOTE:THE ENGINEERING ON THESE PLANS IS SITE SPECIFIC AND ONLY FOR THE PROVIDED ADRESS(ES).5'‐0"5'‐0"16" X .024 KP TYP.3'‐6"9'‐7"3'‐6"7'‐4"9'‐7"1'‐4"1'‐8 12"1'‐8 12"4'‐8"4'‐8"4'‐8"4'‐8"2X2DJ2X2DJ2X32X31X21X22X22X21X21X22X22X32X32X31X2TYP.1X2TYP.2X2TYP.2X2TYP.1X2TYP.2X2TYP.2X2TYP.2X2TYP.2X29'‐7"2X21X21X22X22X29'‐7"2X21X21X21X22X22X21X22X22X21X21X2+2X2+1X21X2+2X2+1X21X2+2X2+1X22X2TYP.RESIDENCERESIDENCE1X23'‐9"3'‐9"3'‐6"1X21X21X22X21X29'‐7"2X21X2TYP.2X2TYP.1X2TYP.10'‐0"EXISTING 2ND‐STORY BALCONYEXISTING 2ND‐STORY BALCONYEXISTING 2ND‐STORY BALCONYEXISTING 1ST FLOOR LANAIEXISTING FOUNDATIONEXISTING FOUNDATIONEXISTING FOUNDATIONPROJECT NO. 2201446-RCONWAY 7440 S OCEAN APT. A-106, PORT ST LUCIE, FL 3495702/17/2022