2338 W OCEANWALK DR RES22-0201 Engineering_1S1.0STRUCTURALPLANDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693RAINIER, INC
(904) 451-7212
WWW. RAINIER-INC.COM07-12-2022AKRSLS22-0193DUVAL COUNTYATLANTIC BEACH, FL 322332338 OCEANWALK DR W
LAZARUS RENOVATIONTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.07-12-2022130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINO0 psfIIBD4.5DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 7TH EDITION (2020)- FLORIDA BUILDING CODE - EXISTING BUILDING, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH) EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVEL IISNOW ( Cd = 1.15)GROUND SNOW LOAD (pg)SEISMIC ( Cd = 1.60)RISK CATEGORYSEISMIC DESIGN CATEGORY (SDC)SITE CLASSRAIN LOAD DATARAIN INTENSITY, i (IN/HR)FLOOR LOADING (Cd = 1.00) LIVE LOADDEAD LOADALL AREAS 40 psf 15 psf ROOF LOADING (Cd = 1.25)LIVE LOADDEAD LOADSHINGLE/METAL 20 psf 12 psfDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF: LL L/240TL L/180NKEY PLANAREA OFWORK32 111 78" LVLNEW OPENING IN EXISTING LOAD BEARING WALLMAX CLEAR SPAN 15'-8"NEW NON-LOAD BEARING WALLS& OPENINGS PER BUILDEREXISTING POSTTO REMAINEXISTING POSTTO REMAINEXISTING CEILINGBEAMS TO REMAIN, TYPEXISTING ROOF BEAMTO REMAIN, TYPEXISTING INTERIORWALLS TO REMAIN, UNOEXISTING EXTERIORWALLS TO REMAIN, TYP11CS18DTT2ZFRAMING NOTES:STUDSNo.2 SYP1.FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10dTOE-NAILS OR (3) 10d FACE-NAILS2.FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS10d @ 12" OC STAGGERED, SEE DETAIL A2/S1.0HEADER FRAMINGLVL3.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING ANDSTRAPPING REQUIREMENTS. SEE HDR CALLOUT & DETAILA1/S1.0 FOR ADDITIONAL INFORMATION4.FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @12" OC STAGGERED5.FASTEN HEADER TO KING STUDS W/ (6) 10d TOE-NAILS ORFACE-NAILS11CS18DTT2ZHEADER CALLOUT112 2x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSEXISTING WALL TO REMAINHDR/BEAMLEGEND & SYMBOLSHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQEXISTING HEADER TO REMAINEXISTING11CS18DTT2ZEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGNEW NON-LOAD BEARING WALL PER BUILDERMULTI-PLY STUD CONNECTION2-PLY3-PLY4-PLY(2) ROWS 10d @ 12"OC STAGGERED(2) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE(2) ROWS 6" SDWSCREWS @ 24" OCSTAGGERED,INSTALLED FROMEACH FACEFASTENERSPACINGWIDE-FACE(2) ROWS OFFASTENERSSTAGGEREDHEADER PER PLANHDR TO JACK STUDS W/CS18 OR MSTA24, QUANTITYPER PLANPLANK HDR & CRIPPLES BELOWHDR TO FRAME OUT ROUGHOPENINGHIGH UPLIFT HEADER FRAMING(WHERE STRAPS ARE SPECIFIED ON PLAN)HEADER FRAMING ELEVATIONSHDR TO TOP PLT W/SDWC15600 OR DSP @ 24"OCA2A1NOTES:1. ALL CONNECTORS SPECIFIED PER SIMPSON STRONG-TIE "WOOD CONSTRUCTIONCONNECTORS" CATALOG (2021-2023), USP "STRUCTURAL CONNECTORS," 60TH EDITION(2022), & QUICK-TIE "PRODUCT CATALOG" (FALL 2021)2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS3. ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER THEMANUFACTURER'S SPECIFICATIONS4. POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 12" LONG MAY BE USEDILO COMMON NAILS ON CS18 STRAPS, MSTA STRAPS, AND ABU POST BASE ANCHORS5. PLAN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATERALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER6. ALL POST-INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED W/SIMPSON SET-XP, AT-XP, QUICK-TIE QE-1, OR EQUIVALENT7. FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SHALL BEHOT-DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS8. IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS &FASTENERS SHALL BE HOT-DIPPED GALVANIZED, G-185 (Z-MAX), OR STAINLESS STEELMETAL CONNECTOR SCHEDULESIMPSON USPQUICK-TIECONNECTION ATMEMBERANCHORAGEMSTA24 MSTA24 CSMS24(9) 10d COMMON EACHEND- -CS18 CS20 CS18-200(9) 10d COMMON EACHEND- -DTT2Z DTB-TZ HDTT(8) 14" x 1 12" WOODSCREWS12" Ø x 4 12" SCREWANCHOR OR EMBED1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**WOOD FRAMING1. ALL WOOD AND WOOD-BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITHNDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2018)2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BEIDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTIONAGENCY3. ALL STRUCTURAL WOOD OR WOOD-BASED MEMBERS IN CONTACT WITH SOIL,CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TOAWPA U1 AND/OR AWPA M4, BASED ON INTENDED USE.4. REFERENCE FBC2304.10.1 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMINGCONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODEREQUIREMENTSNAIL SIZESSPECIFICATIONDIAMETER(Ø)LENGTH8d COMMON0.131"2 12"RSRS-010.113"2 38"RSRS-030.131"2 12"10d x 1 12"0.148"1 12"10d0.131"3"10d COMMON0.148"3"16d SINKER0.148"3 14"16d COMMON0.162"3 12"NOTE: ALL CONNECTIONS ON PLAN SHALL BE W/10d, UNOWATERPROOFING1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD.PARTIAL 1ST LEVEL FRAMING PLAN1.0Adam K RussellDigitally signed by Adam K Russell Date: 2022.07.12 14:11:26 -04'00'By Toni Gindlesperger at 9:16 am, Jul 14, 2022By Mike Jones at 11:16 am, Jul 27, 2022