The URL can be used to link to this page

2011 BEACH AVE RES23-01230 Barnwell - Engineering Unlocked 2-1-24_1DESIGN CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WTH THE FOLLOWING: - FLORIDA SUIIDWG CODE- RESIDENTIAL, 7TH EDITION (2020) -ASCE/SEIT16"MINIMUM DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES - WAND (Cx=1.w) FLOOR: LL W/NDSPEED(MPH)130(ULT)I 101(ASD) EXPOSURE CATEGORY ENCLOSURE CLASSIRCATION D ENCLOSED OCCUPANCY RESID-AL RISKCATEGORY II WNDBOURNEDEBRIS YES SNOW (Cl =115) 10pM GROUNDSNCWLOADN .,at SEISMIC (Ca=1.w) ROOF RISK CATEGORY SEI SMICOESIGNCATEGORY(SM) II B SITE CLASS D RAIN LOAD DATA BC DL RAIN INTENSITY, i(INMR) 4.5 FLOOR LOADING (Ca =IAO) FLOOR: LL V.180 TL ROLL TC DL BCU. SCOL SALCONIESIDECKS 601.10 GAME ROOMS WPO pN 10 PN Opel DDaf S pat S pat ALL OTHER AREAS40pR 10pM OpM SPR ROOF LOADING (C. = 1.25) ROOF P10 -21.87 35.10 'CLL TC DL BOLL BC DL SHINGLEMETAL ppsf ]p# 10pl' Spaf TILE `G`M • BC LL NDN -CONCURRENT W OTHER 15pM 10 P. LLA. INCREASE BC LL TO 20pN Spsf IN ATTIC AREAS W STORAGE G.10 40.57 4111.57 DEFLECTION CRITERIA FLOOR: LL V.180 TL U240 ROOF: LL VNO TL Utw WALLS: WIND V (STUCCO) WIND U240(BRDTLE) WIND Utw (FLEXIBLE) C&C DESIGN PRESSURES (ASD) LOCATION AREA INFERIORZONE4 ENDZONES (SF) w 0x0 WALLS. WINDOWS, d DOORS 10 -28.53 -32.03 xN o 39.54 Z0 -2&20 x0.70 -29.20 36.89 50 -26.41 -28.85 -26." 33.05 100 -26,11 -2762 -26.11 30.70 2M -M.78 -2818 -23.78 -28.04 1041 -22.02 -24.59 -22.02 .24.53 18FT GARAGE WOR -21.70 -2&04 SOFFlTS -29.59 32.41 -29.53 39.51 ALLOWABLE PRESSURES(ASDFr0.IPMT WFT GENERAL NOTES CONCRETE 1. ALLCONCRETERASBEENDESIGNEO IN AMORDANCEWITH ACI 318 TUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PND COMMENTARY' (2014) 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318. ACI 301, AND ASTM CN. CONCRETE SLUMP NOT TO EXCEED B" INACCMR NCE NTH ASTM C143 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH(h)AT 28 DAYS AS FOUOWS: . SUBS ON GROUND AND FOOTINGS 1=2,5MFsi 5. STRUCTURAL WALLS, BEAMS, AND COLUMNS Tc=3,OMPN 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMED BARS AND HAVE A MIN YIELD STRENGTH OF 40.0N pN (GRADE 40) 5. SEE FOUNDATION PUN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINF REQUIREMENTS AND SPECIFICATIONS e. SUBS ON GROUND SHALL BE REINFORCEDPERONEOFTHEFOLLOWINGMETHODS: a. Bab W1AWO 4 WWF SHALL PLACED IN THE MIDDLE TO UPPER THIRD OF THE SUB, SUPPORTED AT A MAX 3FT SPACING, AND SHALL CONFORM TO ASTM A105MAIGAM. EDGES SHALL BE UPPED A MINIMUM OF 8' 5. SYNTHETIC FIBER REINFORCEMENT- FIBER LENGTH BETWEEN W -2X -.DOSAGE AMOUNTS SHALL BE 0763.0 POUNDS PER CUBIC YARD IN ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS AND SHALL COMPLY W ASTM C1 IS SOILS 1. ALL BUSS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMING NON -EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2 N paf 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A SOILS INVESTIGATION REPORT FROM A LICENSED GEOTECHNICAL ENGINEER AND SHALL NOTIFY EOR IF ANY SOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PUN SET S. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL BOILS OR STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL 4, STRUCTURAL COMPACTED FILL SHALL BE CO MPACTEDTOADENSITYOFATLEAST 95 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. ALL FILLGREATER THAN 12" IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION PRIOR TO CONCRETE POUR IN ACCORDANCE WITH ASTM D1557 5. SCILSSHALLBETREATEDFOR SUBTERRANEAN TERMITESOR BYOTHER CODE APPROVED TERMITE PREVENTION METHOD AND IS THE RESPONSIBILITY OFTHE CONTRACTOR. 8. SUBS ON GROUND SHALL BE PLACED OVER A MIN &-MIL (0A061 POLYETHYLENE VAPOR RETARDER, ALL JOINTS SHALL BE UPPED A MINIMUM OF 8" MASONRY 1. ALL MASONRY HIS BEEN DESIGNED IN ACCORDANCE NTH AND SHALL BE CONSTRUCTED IN ACCORDANCE TO WS A02 DIMS) 2. ALL CMUSHALLCONFORMTOASTMCMAND BE NORMALWEIGHTNMIN COMPRESSIVE STRENGTH OF 2000, (I. -1." psi) 3. ALL MASONRY SHALL BE UID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS 4. MORTAR SHALL CONFORM TO ASTM C2M AND SHALL BE TYPE M OR TYPES WITH MIN COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS. 5. ALLGROUT USED IN MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE NTH ASTM 04M GROUT SHALL HAVE TME MIN COMPRESSIVE STRENGTH OF 2,M0 pai AT 28 DAYS. GROAT SLUMP SHALL BE BETWEEN C-11• 6. STEEL REINFORCING FOR MASONRY SHALL COMPLY NTH ASTM 615 DEFORMED BARS AND HAVE A MINIMUM YIELD STRENGTH OF A0,0M psi (GRADE 4G) T. ALL MASONRY STEMWALL FOUNDATIONS AND WALL CELLS CONTAINING VERTICAL REINF SHALL BE GROUT FILLED SOLID 0. PRE CAST UNTELS SHALL BE PROVIDED ABOVE ALL OPENINGS, TEMPORARY SHORING SHALL BE PROVIDED BY CONTRACTOR FOR ALL UNTEL SPANS 6FT OR GREATER WOOD FRAMING f. AM WOO ANDWWOBASEDPRODUCTSHASSEENDESIGNEDINACCORDANCENTH NDS FOR W000 CONSTRUCTION AND NDS SUPPLEMENT (2018) 2. ALL STRUCTURAL SWNM LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY 3. ALL STRUCTURAL WOOD ORWOOOBASED MEMBERS IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AMA U1 AND/OR AMA M4, BASED ON INTENDED USE. 4. REFERENCE FSC2304.10.1 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMING CONNECTIONS SPECIFIED ON PUN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTS GABLE �.� HIP +� H i 5-' f�• ROOF ZONES (GENERIC BUILDING SHOWN) GABLE ROOF-C&C DESIGN PRESSURES ASD SPECIFICATION DIAMETER HIP ROOF-C&C DESIGN PRESSURES ASD USP AREA LOCATION (SP) POSITIVE ZONE1& ZONE20 (ALL ZONES) 2a(P+Q (WQ ZONE21 Wo ZONEU ZONED (NQ (F-1 LOCATION MEA (SF) POSITIVE ZONE ZONE 2. ZONE2, ZONES (ALLZONES) (PIS (PM (P -Q ("I 010 -27.41 48.55 -48.55 54.55 3&91 54.58 ROOF P10 -21.87 35.10 41.41 -38.86 -4].20 11-M -24.02 AM -42.0248.TI -59.28 48.77 11-w •18.81 30.84 -37.28 -36.82 38.58 ROOF 2140 -M03 -3208 -32.05 41.11 4921 4111 21-50 -14.88 -25.43 -30.88 -3267 -28.53 51- -17.02 40.88 -40.88 58.87 59.34 -SB.B] 51- 1 -12.01 -21.27 -20.25 -28.53 -28.53 G.10 40.57 4111.57 -74.58 -75.01 x4.63 OVER11gNOS 0.10 .55.13 42.02 50.12 67.22 OVERHANGS 1130 4)2.04 52.04 441.78 68.84 65.78 11-20 30.90 57.28 -57.25 5861 21410 -52.08 52.08 61.13 -02.98 61.13 50- 44.55 44.55 5&34 57.78 -115.34 2150 45.48 .51.01 -53.48 60- 11.19 46.2] -w.w 48.55 48.55 ALLOWABLE PRESSURES(ASD)0.8•ULT CS18 C520 a•IFT (8)10' MMON EACH END ALLOWABLE PRESSURES(ASRO.WULT OTT22 DT8.T2 a4FT PRE-ENGINEERED WOOD TRUSSES 1. ALL PRE-ENGINEEREDWOODTRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI, PI1(2014) 2. ALL TRUSSES SHALL BE PREPARED BY A DELEGATED LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA AND SHALL MEET OR EXCEED THE MIN DESIGN CRITERIA SPECIRED ON THESE PLANS 3. ALL TRUSS -TO -TRUSS, MULTI -PLY TRUSS CONNECTIONS, AND BEAMS PROVIDED NT IN THE ROOF AND/OR FLOOR SYSTEM ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER AND SHALL BE SUBMITTED FOR APPROVAL TO THE EOR PRIOR TO FABRICATION 4. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WTH THE SBCA SCSI 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES' 5. ALL TRUSS UPLIFT REACTIONS& UPLIFT CONNECTORS REO HAVE BEEN CALCULATED BY THE EOR, CONNECTORS SPECIFIED ON THIS PUN SET SUPERCEDE CONNECTORS & UPLIFTS SHOWN ON TRUSS MANUFACTURER'S SHOP DRAWINGS 8. CONTACT EOR IF TRUSS CONSTRUCTION DOCUMENTS PROVIDED BY TRUSS MANUFACTURER DIFFERS FROM THE LAYOUT SHOWN ON THIS PUN SET ROOF, FLOOR, d WALL SHEATHING 1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS t OR DOC PS 2 2. PAN ELS SHALL BE IDENTIFIED FOR GRADE, BONDCLASSIFICATION, AND PERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY 3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN "TING, FASTENING, AND BLOCKING REQUIREMENTS 4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION(STRENGTH AXIS) PERPENDICUUR TO SUPPORT$ UNO ON PLAN WATERPROOFING 1. DESIGN AND INSTALLATION OF ALL WATBTPROOR G, PUSHING, AND ROOFMALL COVERING ASSEMBLIES ARE THE RESPONSIBIUTY OF THE CONTRACTOR AND/OR ARCHITECT OF RECORD. NAIL SIZES SPECIFICATION DIAMETER LENGTH USP (0) CONNECTION AT W COMMON 0.131• 2Y• RSRS01 DAA 2V RSRS-03 0.131• 2)2- 1Mx1Y' 0.14T tY" IN 0.131• T 10'COMMON SAW 3• ted SINKER 0148" 3Y-• 1W COMMON SAM. 3Y• NOTE ALL CONNECTIONS ON PUN SHALL BE W/ 1. ALLCONNECTORS SPECIFIED PER SIMPSON STRONG-TIEY DCONSTRUCTION CONNECTORS" CATALOG (20213023), USP 'STRUCTURAL CONNECTORS: - EDITION (2022), & QUICWTIE'PRODUCT CATALOG -(FALL 2021) 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 3. ANY CONNECTORS NOT SPECIFIED IN TABLEASOVE, SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS 4. POSITIVE PUCEMENT GUN NAILS W EQUAL DIAMETER & MIN 2Y" LONG MAY BE USED ILO COMMON NAILS ON CS18 STRAPS. MSTA STRAPS. AND ABU POST BASE ANCHORS 5. PUN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATER ALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER 6. ALL POST -INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED SIMPW SET-XP,AT-XP, QUICK -TIE QE -1. OR EQUIVALENT 7. FASTENERS, CONNECTORS, ANO ACCESSORIES IN CONTACT WITH PT WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS 8. IF FOR EKTERIOR USE OR NTH ACO/ -CA TREATED WOOD, CONNECTORS & FASTENERS SHALL BE HOT -DIPPED GALVANIZED, 6185 (Z-MWQ, OR STAINLESS STEEL SHEETINDEX E-T1i�IJ18fSu:LH3R3.18.'n;� ABBREVIATIONS ACI ADDT METAL CONNECTOR SCHEDULE SIMPSON USP QUICK -TIE CONNECTION AT ANCHORAGE ARCHITECTURAL DRAWNGS AMERICAN SOCIETY OF CIVIL ENGINEERS A ALLOWABLE STRESS DESIGN MEMBER AM ERICANSOCIETYFORTESTNGANDMATERIALS H2.6T RTI HAS (5)N x 1 WEACH END SCSI HB RTM HAB (5) IN. 1 WEACH END CMUNG MTS12 MTW12 CSMT812 (7) IN x I EACH END C CMU HTS20 HTW20 CSNTSZI (11)141 x 1)Q EACH END .. LGT3SDS2.5 LUSTS CSLGT3 (12)Y'2XCSD5(WU25) TOOIRDER (211) IN SINKERS TO STUDS LGT4BDS3 LUGT4 GSLGT4 n5)YWSQS(W59)T0 (30) IN SINKERS TO GIRDER STUDS MSTA24 MSTA24 CSMS24 (B)10' COMMON EACH END FINISHED FLOOR ELEVATION MASONRY COMPRESSIVE STRENGTH MSTAW MS7A38 CSMM (13""COMDMON EACH EN FTG GCp CS18 C520 C51 SZM (8)10' MMON EACH END HEIGHT OTT22 DT8.T2 HDTT le)Y.' SCREWS SCRENS Y" ANCHOR OR CREW EMBED ANCHOR OR EMBED H774 HTT45 HDTT45 (16)18'x2Y' "BANCHORWB' EMBED -5 1-7745 HDTT45 (28)18'x2W WOANCHORWB• EMBED ABU"Z PAU" PBA" (12)1N COMMON 6/."OANCHORW7• EMBED ABU052 PAUW PaA05 1 (12)18' COMMON %" B ANCHOR W T EMBED 1. ALLCONNECTORS SPECIFIED PER SIMPSON STRONG-TIEY DCONSTRUCTION CONNECTORS" CATALOG (20213023), USP 'STRUCTURAL CONNECTORS: - EDITION (2022), & QUICWTIE'PRODUCT CATALOG -(FALL 2021) 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 3. ANY CONNECTORS NOT SPECIFIED IN TABLEASOVE, SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS 4. POSITIVE PUCEMENT GUN NAILS W EQUAL DIAMETER & MIN 2Y" LONG MAY BE USED ILO COMMON NAILS ON CS18 STRAPS. MSTA STRAPS. AND ABU POST BASE ANCHORS 5. PUN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATER ALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER 6. ALL POST -INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED SIMPW SET-XP,AT-XP, QUICK -TIE QE -1. OR EQUIVALENT 7. FASTENERS, CONNECTORS, ANO ACCESSORIES IN CONTACT WITH PT WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS 8. IF FOR EKTERIOR USE OR NTH ACO/ -CA TREATED WOOD, CONNECTORS & FASTENERS SHALL BE HOT -DIPPED GALVANIZED, 6185 (Z-MWQ, OR STAINLESS STEEL SHEETINDEX E-T1i�IJ18fSu:LH3R3.18.'n;� ABBREVIATIONS ACI ADDT AMFJBCAN CONCRETE INSTITUTE ADDITIONAL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA THE ENGINEERED WOOD ASSOCIATION ARCH ASCE ARCHITECTURAL DRAWNGS AMERICAN SOCIETY OF CIVIL ENGINEERS A ALLOWABLE STRESS DESIGN ASTM AM ERICANSOCIETYFORTESTNGANDMATERIALS ATR AWPA ALL-THREADROD AMERICAN WOOD PROTECTION ASSOCIATION SC BOTTOM CHORD SCSI BUILDING COMPONENT SAFETY INFORMATION SRG C8C BEARING COMPONENTS&CLADDING CLG CMUNG CONC Ca CONCRETE LOAD DURATION FACTOR CONT CONTINUOUS C CMU CONVENTIONAL CONCRETE MASONRY UNIT DBL DOUBLE DIAG DIAGONAL DL DOC DEAD LOAD DEPARTMENT OF COMMERCE EOR ENGINEER OF RECORD EW EACH WAY EWP f0 ENGINEERED WOODPRODUCT CONCRETE COMPRESSIVE STRENGTH FBC FLORIDA BUILD -CODE FOR FOUNDATION FRE ft FINISHED FLOOR ELEVATION MASONRY COMPRESSIVE STRENGTH FRC FLORIDA RESIDENTML CODE FT FEET FTG GCp FOOTING INTERNAL PRESSURE COEFFICIENT HD HEADER HOT HEIGHT ILO Wi IN UEU OF MPSPERSOUAREINCH LL UVE LOAD LSL UMINATED STRAND LUMBER (165E-1 Y'WDE PLIES UW) LVL MAX LAMINATEDVENEER LUMBER (2.OE- 1 Me WOE PUES UNO) MAXIMUM NDS No. NATIONAL DESIGN SPECIFICATION NUMBER OC ON CENTER OSB ORIENTED STRAND BOARD PERP PLT PERPENDICULAR PLATE psf POUNDS PER SOUARE FOOT psi POUNDSPER SOUAREINCH PT PRESSURETREATED REINF REO REINFORCEMENT REOUIREO RSCS RCOCTURA SEI BUIUDINGSHMK STRUCTURALENGINNGCWINSTT TSASSOCWnON SEI SF STRUCTURAL ENGINEERING INSTIME SQUARE FEETODEAILIC SIM SPRU SPF SWSHEAR ERNEETAIL/CALLOUT SPRUCE PINE Flft WALL SCP SOU THERNYELLOW NNE TC TL TOD T RALLO TMS MASONH RY SOCIETY THE HEMAS TOP TOP OFPLATE TOM TPI TOP MASONRY TRUSS LUTE INSTITUTE TVP TYPICAL ULT LINO ULTIMATE Digitally signed UNLESS DATED OTXERNSE 9 Y 9 WIWTH No WTHOUT Benjamin Benjamin NSP WOODSTRUCTURALPAfj�L Pearson `MWF WELDEDNREFASRIC Pearson Date: 2024.01.11 13:31:14-05'00' PROJECT NUMBER 23-0109 GENERAL NOTES FOUNDATION NOTES:eL�hss�ETwawn.weooiwwt AUGER CAST PILES aaicTM yaanra �^ w ,z«,rtsm'xwswrwwsm. �% 0 U � n �,\ AUGER-CAST PILE DETAIL WLu N yS= IIIIIII p —w�^�,�aIIIIIIIIIII —seµ�r'e—ePEE'p."*1IIII�IIII�weIIII —G„^L,vO.E•—u a„rnnP—LeesAm�—CNnrE—m.oMv— iEIIIIIIIIIIIIIIIIIIIFIIII —1rIIII --_--_—_—_—_---,— .Lne.IIIIIIIIIIIIIII wa., ow.�E��.� o�•w�, ��Iiss.rIII sae.G—_E.reFteJarolIIi ��srli oYuw3j—_ � Yyt ggg'q >'s—__/C ma .,n—aGe R_e'AixrD$-r�esE 'J°a 'eIIB-t�LE• -"_ A-rp._--.e --M_.i.-;.'._ ws1 _ ._�_x«mu__wo_u_ww1_s,c•e_wau.«a_a,_. ewssos- _.,e_6s.e_roer.au_ msw�ooiwtsw rE.rs 10) 1PD�N�" JJ�Qm^IAsr'0"T-Sa'1 E+I D�S,.NN�SEb�xQUm�w�roSD, W L______J n LLFmHQAi�S'�N E ne �e� Z 'zFZ T7, DETAIL PR02;ZQ�OQ�E� R4D+M',Ir pP � �LL5B� d EIE� O.� Rs �009 L —— SHEET NUMBER 50.1 SHEET NAME LE PLACEMEN T PLAN REVSIONS — — — — — — — — — — Or_________________rpRENWD BDP GRADE BEAM & PILE DETAIL T.�t ` j rL PAR -t`,�i 1,IL BEAM ELEVATION LEGENDN4 111 P-111p, FOUNDATION DESIGN PER ASCE ]4tA SLAB NOTES: "FLOOD CONST RUCTTON"IGN AND SsrcTRe�UCTnU�RuAoLSsaIAs¢BrOaNwiGwROrtUssNrDesraonrvnuisowmwi WQ ry - ALI ELEVATIONS SNONN �. rnrwacorusuwsru«TM ARE NAVO•UNOON PUN i� �� iiiwwi'wo owueuusw FOUNDATION NOTES W STEM—L FOUNDATIONS wuwmxuowoixavarr. > O u�uwrE�ae�K ruweD�m cr^r«nxarouo 5 Lu Ln _._.-.-.-.-.-.-._._._. _._ TM._._._._.-.-.- -. Z N ': -- - --- -.--- Lu W J r --.--_ -- -7-7-—— !II_ III!I!I.I q OREEeQ�OSNB%�I.AGEOONLLU~Qm�NPN P EE EC ZrI 9 W'0 �'0 A < 50.0 m � �r___ Z Ngo Z sp0 D1 I PROJECT NUoQ�.n OD M B E�R D.O 0. I 6 4 S.O 230109 SHEET NUMBER S0.2 SHEET NAME FOUNDATION JF - 2 s 1 ea3 PLAN mA REVSIONS _._. _._ DATE DESRIOL �r« ._--- -.-.--.----- .-._._._._._. cc 28 d P�1 ;1 04 �•'a n FOUNDATIONPUW � �� "°' �roNA�E,"M' I � ,� wN wttNwj fly W errtRPw � xweY�lvlf aux .r«a,�waY Uel'• _ ewa Ta,xaR,Na TYPIC RCING A'COPNEE NHlu [W O[TNL T,axww�,mMA[ •r � � O _q_.•wi _I P — _ °. —III III — I—I I axaewaPPexam •xu_ eownwV6uE a II RaerwRPw� _ aE � III— I�i III ra ,' III III ----— ---' � J �ul �IIZ��II—w ��i � I aPa[[w,x«T,[ w. xDa.,r>aaa 3�� uJ°' U � wF,mmwall J L= RDaFd2gNG AT NTEPEECTNO BFAMs Z N LLI W [r) J N Q LL Z � c e \ 1 TYPICAL INTERIOR GRADE BEAM d PILESECTION _ �] GRA.E.—R..1O.CING.—L O RE ENfRl1NT CORNER REINFORCEMENT 8 Q NDN -LOAD BEARING STEP IN STRUCTURAL SLAB O Q. aQ.OJ J LIWm� Llwm� ego z m a PROJECT NUMBER 23-0109 SHEET NUMBER SD.0 SHEET NAME FOUNDATION _ "O a DETAILS — IIII �IIII'IIII�III II I�F — «w r'°ro`a""w`°m."° IIIIIIII�IILITE)IIVIII II °� wew.aaw.,.v.,aro«w eew,r awxrwrrcxwnv. Rff �.-,—,-.. REVISIONS DATE DESCRIPTION — _— n—aril=1u=11r—ue rx,aPNr,aewm"Pn II_nu.Cllr—In=i r�aPeR.aP,mw>t R I=III=til=lil—ITh« ITiaTi—ITi—ITi=IT III=III=III=III=IIL= �,,,,, _ _ " .: --- ----- ; :-- • �.' ^� � ^� p 1=11 x 11=. 1 -III -III- II—IIrIEIIL—=III-' �� °-llrll-111=II�III a,E•�wa,L .aru„uLww. ° „.,YaN,x.,.rx.. .. �;WRx�.att•e« II-III-II-III=III= III=III— a,axww. I ; •' �,.xa e.r« 11=Ilrlrll=III= -11x11 Ir—:IIr�I ,,,,„x "'•"« 4 ,. II—III=III—III=IIP N al:. III—III—III—III- ¢e,urm °�« I III •? u L—III=III" DESIGNED .mmorrc. =111—=III �� .ILI a waanwr° q — wwlNtuwrww IIr1rIE1I CI IC wtww,uanr�"s �� " www.uuirruxx II i = — —III Rem •w —I _ _ _ trocvuawr —III—III—I I IIIIIIIIITIlII •�!—III—I�I— I ' ; .I • ' —III—III—III ?•• —III—III—_ vxonrexueeuts,Exrua � REVIEWED BDP __ _ . x IHS - ISE Iklll—II II—I��pIII��w_ _ ewruae essmereuum } . 711—III-1-� _•_,__ �_q� _ ___ -- -- it ISI=�—III- __ __ o _ _ _ I — xsaciw.,Ru,w .Y !• =71 =F11= I =y.LI=III—� IT_IL `.,•.;,,� III=III-III- IIT—CI� II �I=u. — - A-a-----�----- In—I-1 I. 161 ° "• ' I�I�II_ F ° I TRPRaRN.waam. •4~; mmar� ,-. _a�.w,��.RR 7T , . ;,:--; Il C—IT=1ir� �--a I IIL— _ _ - �II.�,., :- IC ' .. •I. _ � .. = heli .1I I� �I_II_II ILII—III—' T_ . � � _ _ 111 III a—+�5,,,'I •� ' .I II=I Iw w—rocart. %i • _ 11 °Y----pT----:y_-s� III_�.a.�.a. exaysa�en I-- Y__ .' II zIl l-oca .L 11 •k—�-k--<-H�---�': III—�er,Tl�.a[ — __ '� — , Purnl �� i,s waxEn Feer" _ � ° I .� twa - � manoux rJ—II �.;r- -->y = _ =—�� _— .�wa awEntu • — wN[ w¢artu �_5_i� e__`_ __ rOWM � _ VI . _ 11=111+ ` ° � � ��. :.-w.,rP�,,. _—�-�•----�.� II��.� tt usluwi0 wxRRie NOUN —IIIA Li i1=11FI' __ _T P :. c� •I— —O i l � III I IIII-1�I —III m 4 �.i t �r� 6� •I.. efW 4mlabPmzr PAN '.�". °d.. 'A pom PwwRaux� �' xwe Pwlaxwx em PanrPnwN x®wxwnRN. vp�N� "\o 2. ,Nam..,Wr. Bro O TYPICAL EXTERIOR WALL bECTI0NQF0UNDATION O TYPICALEMERIOR WALL SECTION QGARAGIEFOUNDNTION O WRApE lO MA1N HOUSE FOUNDATION OQ FOUNDATION ®OPFGRADE FLOOR O GRADE BEAM INTERSECTION DETAIL P at_tt_wT. c�Tt OFF -GRADE PORCH FRAMING NOTES: , ^ .WI 1. w FLOOR JDISTS No.1 SY PT. INO� r�F�ouvoam rurexrouw+wrwy,a "rrewvw,cwwwoeormn I.r W O U � - _ _ _ _ _ _ _ _ _._._---- _._._._.._._._._._._._._._._._._.—._._._._._._._._._._._._._._._._._._._._._._. N ,roc.�oFar.oro.rx z .T r----------------------F---------------------------------------------------------------------- O > LLz ! SDJ ll.l UUO LU ULI Im I I I I I I I I I I I L. _. _._. _. _.J I of l ! !� _ Z Z i li i i i i i I If L'----- ............... —� � F 1 I PROJECT NUMBER u°�,�o �•� '� i j230109 L._._._._._._._._.—._._._._._._._J L._._._._._._.J L._._._._._._.J ! SHEET NUMBER SO.3 r SHEET NAME OFF -GRADE FLOOR PLAN REVISIONS Z._._.—._._._._._._._._._._._..--. J DnTE DESCRIPTON I r I I I i t I I I I- 1 I � I i ! I � DESIGNED _._._._._.J L. _. _._ _ ._ L.J L._._. _.J L-------- L._._. _. _. _. _. _._._._._._. _. _._.J REVIEMD BDF _._._.—._. ._._._._._._. _. -------------------------------------------------------------- _. _. _. _._. _. _. _. _._._,_.J co 1.12- ... a.a,o. 7�j L—III=111- =III- I—I I yp 7w 1=111- 111=1 I I' 0.4 sanw.riwrrnrux wuarnx,uN.w p�`�C`[O.."tP'4 �1 OFF -GRADE FLOOR DETAIL toe: w•rw - � _ �1 OFF -GRADE FLOOR PLAN w.m., "°* �O^�„s�a� n _tea U soN. u. FRAMING NOTES: smom'kATE N 2SVP(PTCISTLEVEL) DOUBLE TOP PLATE 1.2 SY STUDS N. 2 SPF OR Not 1. SY.—P A9 3 S0.3 Bs SD.2 M.2 HEADER —MING z LU LU o 2 L.-._._._. ....... j Lu 000 87 50: -j Wm Wm Q 3S BHEATHING as m ll.lrCT NUMBER 23-0109 H7SHEET NUMBER S1.0 2. SHEET NAME ------- i 1st LEVEL yli IImp IIIDFRAMING IIIA IIIIII" A].1=1 REVISIONS DATE DESCRIPTION & a—aa Fliv.— SID2 SD.2 DESIGNED roha 2� XN IIII LEGEND & SYMBOLS ®REMEWE. =Z...T A' SD.3 cd STUD JPCALLOUT xvu o o HEADER UPLIFT CONNECTION CALLOUT M'A IA TAL=ma. . ..... INI-1 D. ft PE FLICENSE NO 91 TRUSS FRAMING NOTES: RODF TRUSSES W / /•1 ROOF SHEATHING ami° M.M.-F.-PS. / .avuf .-F.-P raw . a m Hz�: va mw artosvumw �3xutrow � O ttn[fn�� FLOOR`TRUSSES� awvm m°xnrxm.amEruanmv ue[uarwtoun wu¢owacmwaxc[wrreseuecv S sO,. L to + 90"------------4'—I x¢p.f arruffwmxpnnom W 2 "gym M°x BI ov,;rmwon onw uo ao «gym eo e m SD.1m u FLOOR SH`H NG ^r aE z N N ❑ Z33 '- mfm 1 BEAM FASTENING1zm'" csr"rauowxa. womwwQ.0 �ma� a�Z to 227 I b -z z z z z r z z• z zro 1-1 2- 2 2• z z z z z O r z z• z eoce,.woer�o a.>a. o"°emo"'ao.', :"".s �'""«rs°x ...,. QQO J ull J m m y ran i jriau'sa RAFTER FRAMING NOTES: RAFTER FRAMING No.2 SYP L ,r=Zz .xc A3 I. DECK�FRAMINGNOTES uuvwis�uu A3 �.l w AT DECKFRAMING No.2SYPPT avcxvwoafasr.vssrex v.m PROJECT NUMBER 23 -0109 �'1 SD3 ps, SHEET NUMBER facwnewm.wa.c rwa Go S g m nr 50.z amreucww.msrrx,mmr.wexemve SHEET NAME +.a� w. sD3 1St LEVEL SDA ROOF/FLOOR 2' REVISIONS m rorauf B3 xw¢mx Y Y I o ON DATE I DESCRIPN11 wgfmws,o, �,l -H of taenf � ® ov[ r O C/ aci SD2 SD3 ryg.'>fassraar �S IL O SD.2 DESIGNED O LL s s g g LL LL u u u� LL u m m u u u � mf.rsx u Sl LL,n GEO REV EKED BDP �'1 2 w-ru ssru, �'1 SD1 ^� uv 15A ^' q ^, Im1 �V o V^I m� T. 1` �p4N D. PC r LEVEL ROOF�OOR PLAN D� g � �rio �15T smis:,n••ra x..rmm-ff.sre. FRAMING NOTES BOTTOM PLATE No.2 SYP lPT@ Is'—w DOUBLE TOP PLATERNo.2 Syp xua STUDS N.2SPFORN..2SYP 50.3 1.2 SD.2 HEADER FRAMING W 2 3 111 a, �OR, LVL z UJ UJ m z U., 6: u=7 Rai= Y'. III II II —J LL, >< 74 mNzcI WALL SHEATHING sae 07 Il- ---- �Iia 11 II SD.2:urPROJECT NUMBER 9ll 23-0109 SHEET NUMBER S2.0 SHEET NAME 9EE III m II 2nd LEVEL FRAMING REVISIONS DATE DESCRIPTION .2 XI II II7 DESIGNED LEGEND & SYMBOLS REVIEWED DO, HI!AOERCAUUOU anxoaw ^~ co STUD 1z GROUP CALLOUT Mr. HEADER UPLIFT CONNECTION CALUOU aua SSS= a �NAI TRUSS FRAMING NOTES: ROOF TRUSSES \I■111■■�■■It�l�i■iNi■i■i■if�i■iilli■lili�li■i■iii■i■i■i■■i■I■_ __ ■�■111■ moe ruueeve:rrucomm awe �mre.sre[I,ttorw.cewr,eeec eras � W I�I�I�I�I�I�I�II . ROOF S—THING ��r Kx au ygr�x wrw w,rzeowawnv+.wo� rc u,e _J ��1 II � e I ■_■■ Iii■�■I I III,■I�I�I��Ii' I A=��,nin A�exvc��"iummw a�car�wres ne�nm. O ' 11 i■Ili■■I I �_ ■I■ ■I■�I 3 OVERFRAMMING NOTES �@ my xmtum,[oo[wa xoo[ f I 1d Cil 52'9,4-nA ■I■ I w dri'�rseiwi I■III, •I■ 1 ' ■�■ ,'I■� ■��il■_■__■ilii■_■_iii■i■i■i■i�■i■u��i�iii■ie�i■_■Iii■i■i■i■_i■_i■_i■_i■i■Ip■_i■_i_ei�_�■ ■■■�li■�■■�■�■�■I■I■I■■I■ILII■I■11■I■111■�■■�■I■�■■�■�■ill■� 1' U Z " 01 r e .0 A,mnro mx..a Lu M a LLZ U2 ATTIC SHEATHING uirueeeoan mora xrxe nun. eaw,mcwwx0ioc[.r �WU Elm 03 J mmQ a LLI U Elm Elm Is NONNI= Q Q m ' C! r wa PROJECT NUMBER 230109 SHEET NUMBER S2.1 t9 TN SHEET NAME 1 ,8 m swl ,e 2nd LEVEL ROOF MUSEUM!,5 's REVISIONS MME DESCRIPTION Elm Elm 10 Elm 03 i02 xa QAooeo DESIGNED 1 w Cl rrr Ot REVIEMED BDP 50.1 50.1 1 50.1 g ^' w+ im 714" v, m gj PAN- 1PWN 0 �B jam@ 'rC 2ND LEVEL ROOF PLANLEVEL ROOF PIAN Sr[Ix a��yti Util'd rtwm_,vm[ui rivaimmr,ax. Al M1rxnmm \I■111■■�■■It�l�i■iNi■i■i■if�i■iilli■lili�li■i■iii■i■i■i■■i■I■_ __ ■�■111■ I��I I�I�I�I�I�I�I�II . �� ■i■IIS �I�I it I � I�I III�I�I�I II � e I ■_■■ Iii■�■I I III,■I�I�I��Ii' I ' 11 i■Ili■■I I �_ ■I■ ■I■�I I�■I■`�` I-__■I■4 �_■�■ I ��■ I �1� I ■I■ I I■III, •I■ 1 ' ■�■ ,'I■� ■��il■_■__■ilii■_■_iii■i■i■i■i�■i■u��i�iii■ie�i■_■Iii■i■i■i■_i■_i■_i■_i■i■Ip■_i■_i_ei�_�■ ■■■�li■�■■�■�■�■I■I■I■■I■ILII■I■11■I■111■�■■�■I■�■■�■�■ill■� THIS DETAIL MAV BE USED DETAIL 'DI`R`EC� ILO C1 INANYLOCATIONETHATATFIUSSAUGNS T� W/ THE STUD BE UM W, > > > Q 41- Z Lu w N tl TYPIC&ItOO-ULCOfI.ECTI--.M.WS QO TYPICAL INTERIOR LOADS FRNG RO TPMU- ALTERNATE -1- -1 TO WALL-TRUSS AUG.-STUD SAISP.-MF-1-- .. w mco, Ng z _11 I R I" PROJECT NUMBER 23-0109 SHEET NUMBER SDA SHEET NAME 2K.. IIT DETAILS 7nREVISIONS i[i DATE DESCRIPTION DESIGNED -.-I-RI.R-.EARIN.-U.--.Y- S -ICAL -I-FLOOR -EM -..R-U.... --1-L 81NT-.EOIATE-.STUDSAT.-- RENEWED BDP F. as TYPICAL HEADER FRAMING 0 NE Ilk 1111 11- HIGH UPLIFT HEADER FRAMING OIrI01 TY---I.R-L--UN-I,I-SC.EWS O TYPICLL INTERIOR LOAO6EARING WALLAT FOLIMATHNI O lMERl..I.RIN..LLATFLODRSYSTEM.NOUW" OM .-ER1-IN.ELeVATIONS PE I I I I I nmwN. reg — -�•_ v'W f� a„„, II II II roaw wm,�awm,m..�.,a� o«�a�WAO .ncuwmm=« KNEEWALLABOVE TRUSSES PERPENDICULAR e..rnrnow �TM"R rgxRrta.w T - 1. 1^. ar.ROMOEa. raw.zx I II II II .nF.,.riroo"„r.rr<.�s�] .�"Ay' a I „�� aa�a caOOR.v+i..,00Ron n..e uw .rw..a u.uwwRR.ux +x.aoRRwUaaw. «.w _ 77`�i _ II I��xntis.cTMxa xoaf uaw�l ,noUmaaro«L.o. V.-.r« a ...awN.aw Nu+ .nmw w.x.m U1 M Ramo. Ru. .,.'.v.c.orox -1ST .r.Rw.M...wowRwx FLOOR MEMBER AUGNEDABOVE\ amw�mru+wMurawas« Ra o.. oPTicNT V Z UPPER LEVEL LEVEL, TRU ES PAMLLEL Q O GA. -ANS E. -NN. O—ICALSHEARWALLFRAMINGELEVATION OINTERIORSHEA—ULUNDER PARALLEL FLOOR SYSTEM O INTERIORSHEA—U.TOROOFTRUSS ;2 J LQL Z ¢rams. w.ucni[ e a QQ J WWO oO Z (V movlRaan rr.wrx ii___I ,waa+.uuaaw movweem Lm jj Q ~ Q SECTION AA u. •, ..Da mar BEAM BRG ABOVE TOP PLT ELEV _ wvucwe If '• Til o,Marw.a rw,, r t UPLIFT CONNECTORS NOT .�° rcEroE SHOWN FGRCWiITY. $HEFT $p.1 FOR TY%CAL SS WALL SECTIONS TRUES PERPENDICULAR ..« gym..« II I — u� _:ANa nms.raR..."x wo.� M. SECTION MAwf mnuw.mar u=x.n.rmRmw PROJECT NUMBER 2&01 �9 SHEET NUMBER SD.2 SHEET NAME DETAILS ev II I REVISIONS DATE DESCRIPTION y,��; _ -II Illllill—1,z«mR II II —E. BEAMPOCKET ATTOPPLTELEV BEAMW/HANGERATTOPPLTEIEV wrFuaysu.x TRUSSES PARALLEL DESIGNED BS TYPICAL CONNECTION AT FORD. BEAM O PCRCN SEAM TO WALL OETAILB O PORCH SHFATHMG ®ALL FMERIOR PORCHES O TYPICAL CONNECTION AT UPPER LE -I. PORCH BEAM REVIEWED -� 3?tiiii,�-_--_ fi m a Q"'T"', I ro. xa w' "nR°un ,m QQ E i� .Now «rwz wu A�map.m acREnsr.Lr w s °^m'wr"a' f�BO�P AA..�� `C$ 4 ww 9 � mm 8q .� °� a °Nm 'Q mwmM"iul`r<wwowewea i•:{ p� O Nx. " EEE ora wamxx . .roRru ,ovmx.rwwuele __ � 8 �cLwn+m FEE sem.xr �`u g zL aRu mar,."nm. w � i L-4 .�` a �� mLounoxa w<u R 3 romxw u wRr mur i ua�oi fir mrwmxr•rnrw«..im :warm. un ro.ww"al� rw.uxipN\N `mms B. PFARo �eL/ .>loxl 1 R ': •,::.. :;:�':'.::: .—I.—IN.- .wwR.ux m...mRw. mI'll wl ruwxarLw. A.— DP.egg,T,,iLL'��..g �NAiW O PORTAL FRAME ELEVATION. TYPICAL AT EACH END WALL SEGMENT PORTAL FRAME ELEVATION W/ BEAM BELOWL O -TYPICAL AT EACH END WALL SEGMENT Al OARAGE REN.—E. O GARAGE DOOR JAMB f cExfRR9g1 PE BE NO. Holl ., . arnun rcnrnnwwxo,aa «.x,EamxEsuex,s ra°v ,rcnrwwuc ro,as�� 4 «r�wFa ,d. mTe.°r .ax «,.,�.aoraKaa..�rcaa Lowra,or.t, w,r tmFawwrtxrw.r« U cMD Z N W wM 0 J QLLZ O CONY. FRAMED ROOF TO WALL -NO CL6 JdSTS Cl0 GAMGE DOOR AWNING SECTION [ll CHIMNEY 1 --AT EMERIORWALL ww QQO JIUW mma NZO Lvuu °wrowmnUrur`ra�"w w„` Z Tom aro.c. °"'"p mwc,em. a*n«avn ucxrva s,maEo nw.,ean PO JECTNUMBER JECT NUMBER arm,=vaLsweaa,cn f i} Z -PLY 3PLY MLY "=—I "SHEET NUMBER SD.3 SHEET NAME DETAILS k:-�xo°x woonaau.may.aw.a.w Gaon nartu rcnr,,w REVISIONS DATE I DESCRIPTION »n PLAN VIEW ELEVATION VIEW DESIGNED %N O UPPER IEVEL-U.ASOVE BEA—M.Ell BIO MULTWLY BEAWHDR CONNECTION(TOP•LOADED ONLY) S1l CAIJ—.IA CORNER DETAIL REVIEWED j�BDP co cn 3 a s �Ind .�prcaw r_wrc.aa° ; SAS .Ta:: ro.mwomz.Uw errn,..,w w,aauca,.,n Mw.+. o°roA.^WND ..cnw4 AI W1DE-FACE bPLV 341LY PC Al, m . SECTION MA SECTION SECTION B•B .' ' 0°� WINDOWSEATDETAIL O ALO MULTFPLYSTUOCONNECTION