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HomeMy WebLinkAboutHEIZLER SET Deck PlansA B C D E1235416'-0"4'-0"20'-0"4'-0"PT SP#2 2X12 END JOISTAROUND EXTERIORPT SP#2 2X12 HEADER2'-8"PT SP #2 2X8s@ 24" O.C.4" CONCRETE SLAB LANDING4'-0"8'-6"PT SP#2 6X6 POST.T.O.P. @ HEIGHT OF DECK.(2) PT SP#2 2X12 HEADERA B C D E1235PT 2X4 NAILER. CONNECT W/ 1/4" x 3"MASONRY SCREWS @ 8" O.C.7'-614"534"7'-614"414"414"7'-1012"7'-612"4'-512"3'-5"414"(2) PT SP#2 2X12 HEADER4(2) PT SP#2 2X12 HEADERCONNECT JOISTS W/ LUS2610"3'-312"PT SP#2 2X8 JOISTSPT SP #2 2X8s@ 24" O.C.CONNECT HEADERS W/ (3) 3/4"BOLTS. SEE CONNECTION DETAILS.24"D X 24"W X 24"L CONC. FOOTER.CONNECT POST W/ ABU66Z. TYP. F1.24"D X 24"W X 24"L CONC. FOOTER W/OFFSET POST. MINIMUM 2" SIDE COVERCONNECT POST W/ ABU66Z.24"D X 28"W X 28"L CONC. FOOTER.CONNECT POST W/ ABU66Z. TYP. F2.24"D X 24"W X 36"L COMBINED CONC. FOOTER.CONNECT POST W/ ABU66Z. TYP. F3.STRAP JOISTS TO NAILER W/ LSTA18SCALE: 3/8" = 1'-0"FOUNDATION PLAN1S-1SCALE: 3/8" = 1'-0"FRAMING PLAN2S-1ATTACH POSTS OFEXISTING STAIRS TOHEADER W/ DPTZ4" CONCRETE SLAB LANDING4" CONCRETE SLAB LANDING4" CONCRETE SLAB LANDINGPT 2X4 NAILER. CONNECT W/ 1/4" x 3"MASONRY SCREWS @ 8" O.C.F2F1F1F1F1F1F1F1F1F1F1F1F1F1F1F2F3F3EXISTING HOUSEEXISTING HOUSEF15'-0" MAX.V.I.F.STAIRS AND LANDINGPREVIOUSLY DESIGNED BYOTHERS. RELOCATE AS SHOWN.CONNECT STAIR LANDING TOFOOTER W/ ABU44Z.F11:8 MAX SLOPEPT SP#2 2X12 END JOISTAROUND EXTERIOR.1'-10"CONNECT END JOISTS W/LUC26Z. TYP.FOUNDATION SCHEDULEMARK DEPTH SIZE REINFORCEMENT REMARKSF124" 24" X 24"(2) #4 EA. WAY @ BOTTOMABU66Z POST BASE W/ 5/8" ANCHOR BOLTF2 24"28" X 28"(2) #4 EA. WAY @ BOTTOMABU66Z POST BASE W/ 5/8" ANCHOR BOLTF324"24" X 36"(2) #4 LONG. & (3) #4 TRANS.@ BOTTOMCOMBINED FOOTER. ABU66Z POST BASE W/ 5/8"ANCHOR BOLTCODES:FLORIDA BUILDING CODE 2017, 6TH EDITIONASCE 7-10CONSTRUCTION TYPE: VBOCCUPANCY CLASSIFICATION: R-3RISK CATEGORY: IILOADING:WIND SPEED: 165 MPHWIND EXPOSURE: DLIVE LOAD: 40 PSFDEAD LOAD: 10 PSFSOIL BEARING CAPACITY: 2000 PSF (ASSUMED)DEFLECTION CRITERIA:FLOOR TL: L/240FLOOR LL: L/360GENERAL NOTES1. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHERCEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.2. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USEDDURING ERECTION OF STRUCTURAL FRAMING TO PREVENT COLLAPSE OR DAMAGE.3. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, #2 OR BETTER AND SHALL PROVIDEALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR SINGLE MEMBER USES, 90 PSI INHORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1600 KSI OR BETTER, ASDETERMINED BY AN APPROVED LUMBER GRADING AGENCY.4. ALL CONNECTORS SHALL BE GALVANIZED OR STAINLESS STEEL. HARDWARE TO BE HOT-DIPPEDPRIOR TO FABRICATION SHALL MEET ASTM A653, G-185 COATING. HARDWARE TO BEHOT-DIPPED GALVANIZED AFTER FABRICTATION SHALL MEET ASTM A123.5. ALL BOLTS TO BE A307 STEEL.1. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS INTHEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULLRESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TOTHE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE ACCEPTED.2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINESPRIOR TO COMMENCING CONSTRUCTION.3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTINGCONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS.4. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES,DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING,ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION.5. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL ANDSHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPTWHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN.6. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURALMEMBERS DURING CONSTRUCTION.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING ANDTRADE PERMITS AND FOR THEIR RESPECTIVE COSTS.STRUCTURAL NOTESDESIGN CRITERIATHESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSE ENGINEERING,LLC. AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.TERRY HEIZLER6401 S INDIAN RIVER DRFORT PIERCE, FL 34982ANTHONY T. TOMBO IIIFL-PE#8008310004HEIZLER RESIDENCE6401 S INDIAN RIVERDRFORT PIERCE, FL 34982----WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETCOPYRIGHT © 2016 WHOLE HOUSE ENGINEERING, LLC.REVISIONDATE BY REVPERMIT 1/23/2020 RB --RBS-1SHEET NO.:SHEET TITLE:DRAWN BY:PROJECT NUMBER, NAME, ADDRESS, PARCEL:ENGINEER'S SIGNATURE & SEAL:DRAWING NOTICE:PREPARED BY:PREPARED FOR:FRAMING PLAN 37.5" MIN.34" MIN.EXISTING HOUSE BEYOND0'-0" GRADE34" ABOVE GRADE2X2 BALUSTER.CONNECT W/ MIN. (1) - #8 WOODSCREW OR EQUIV. @ TOP AND BOTTOMOPENING SHALL NOT ALLOW THEPASSES OF A 4" DIA. SPHERE.CONNECT HEADERS TO POSTW/ (3) 3/4" BOLTS EA.PT 5/4" X 6" RAIL CAP.CONNECT W/ (3) #12 X 3" @EACH GUARD POST POST.STAIRS AND LANDINGPREVIOUSLY DESIGNED BYOTHERS. RELOCATE ASSHOWN.2X4 AROUND INSIDE @ TOP &BOTTOM. CONNECT W/ (2) #8WOOD SCREWS @ EA. POST.SCALE: 1/4" = 1'-0"FRONT ELEVATION1S-2STAIR STRINGER TO BEPRESSURE TREATED OR USEMOISTURE BARRIER.1:8 MAX SLOPECONNECT HEADERS TO POSTW/ (3) 3/4" BOLTS EA.DECKING TO BE PT 2X_ WITH MINIMUM (2)#8 DECK SCREWS @ EA. JOIST. SPACEDECKING BOARDS APPROX. 1/8" APART.PT 2X12 RIM BOARD.SEE FRAMING PLAN.6'-0" MAX. SPACINGBETWEEN GUARD POSTSPT 4X4 GUARD RAIL @ 6'-0"O.C. MAX. CONNECT W/ (2)1/2" BOLTS EA.SLOPED PT WOOD JOISTLUS26 CONNECTOR(TYP.)DOUBLE HEADERCUT FLAT FOR HANGER SEATPT WOOD JOISTSCALE: 3/4" = 1'-0"TYPICAL JOISTS CONN.2S-2NOTE: AT END JOISTS USE LUC26Z (CONCEALED FLANGE) TOCONNECT JOIST TO HEADER3"3" MIN.3" HEADERPT WOOD POST(3) 3/4" THROUGH BOLTS @EA. HEADER CONN. 3" MINEDGE DISTANCE AND 3" MIN.SPACING.SCALE: 3/4" = 1'-0"TYP. INTERMEDIATE HEADER CONN.3S-23" 3" MIN. 3" HEADERPT WOOD POST(3) 3/4" THROUGH BOLTS @EA. HEADER CONN. 3" MINEND DISTANCE AND 3" MIN.SPACING.SCALE: 3/4" = 1'-0"TYP. END HEADER CONN.4S-2ABU CONNECTORPT WOOD POST5/8" ANCHOR BOLT.MIN. 2-3/4" EMBEDMENTDEPTHWIDTHFOUNDATION. SEE SCHEDULE.REINFORCEMENT. SEE SCHEDULE.SCALE: 3/4" = 1'-0"TYP. FOUNDATION DETAIL5S-2USE 1:12 SLOPE AWAY FROMCENTER OF FOOTER.THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSE ENGINEERING,LLC. AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.TERRY HEIZLER6401 S INDIAN RIVER DRFORT PIERCE, FL 34982ANTHONY T. TOMBO IIIFL-PE#8008310004HEIZLER RESIDENCE6401 S INDIAN RIVERDRFORT PIERCE, FL 34982----WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETCOPYRIGHT © 2016 WHOLE HOUSE ENGINEERING, LLC.REVISIONDATE BY REVPERMIT 1/23/2020 RB --RBS-2SHEET NO.:SHEET TITLE:DRAWN BY:PROJECT NUMBER, NAME, ADDRESS, PARCEL:ENGINEER'S SIGNATURE & SEAL:DRAWING NOTICE:PREPARED BY:PREPARED FOR:ELEVATION & DETAILS