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HomeMy WebLinkAbout37703 Dusty Saddle Ln660 - FILLMORE Garage Right - Elevation - K3 SHEETINDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: C5 COVER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS E-I.0 ELECTRICAL PLANS - FIRST FLOOR F-IID FOUNDATION - SLAB PLAN A-32 M15C DETAILS A-3.4 MISC DETAILS A-IID FIRST FLOOR PLAN A-330 FRONT/REAR ELEVATIONS K/ROOF PLAN A-331 SIDE ELEVATIONS K GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT I AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED s SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, BTH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEIL hJGa CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS AT71C AREA BY NOT LE55 THAN 1/2 INCH (121 —) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (I5:3 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (121 —) GYPSUM BOARD OR EQUIVALENT. EX TERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM CS26. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND A57M C 1063, EGRESS. I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXMU-I OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MNIMUM OF 24 NCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORROSION. RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION N SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRA-IING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. WNDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 544ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. INSTALL 2.4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT Se" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOIl1ER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CIITS AND INSTALLED WITH -8 x I-IA4" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PE5TICIDE5, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HI I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DIUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 —) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 70 SERVICE AN APPLIANCE. ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRN'E) R.13 EXTERIOR WALLS (BLOCK) 4.1 FOIL ATTIC CEILRG R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN -26 GAUGE (0.48 —) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOU NDATION$ AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORI.1 TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHEN DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING WIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS 1150245.1 THROUGH 11502453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (lb RAO) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 02/ 12/2024 VERSION: 5.0 SQUARE FOOTAGE MMR AMT MANAdEMBif SO FT. HEATED AREA Sq. FL MAIN LEVEL 1100 SECOND LEVEL 0 TOTAL AIM SM FT. (SMCra * 17W IMEIHODDLOOY: ANIN ZT85- 0.9 The total area calcuWad from iM outsidtrto-outside OT framing. inckx kp opbonal firiMed basement op6are as own. shThe area excludes stairwel at Nghest level above grade, garage, covered paboA ordm ^a�FLY vJI fF' PREVAILING r li DINGC.00E. -�a,EC' RIC CODE, ()c 7FpNYRNI;.!.5 If t"INANCES W iOr IC.M MUSE CRAWA 01" MOM 011MATIN un CO MAOM AD am R." YSOIE COartacTrx %m DW N IYN C O aPECM :C IlL 1C11 FOR M 6m PRN- Vf SCII6 rtO F HEM OF a[fGlml ANY DtlCl (CIIIIEN 6, dl®rtATM VC rlda V emmu aFAEImm"aw orT eedl" &WILL 0E Im Awro 6m Ia1M'A ta141 !E aeoRl® n OK" TO PEST ALL 8116OF LOCAL IKD1 1 TO (p}LY aml 6T/ V� Qr Q ZJN W � O T� J WA l � LL A Lu � u x ��a I ;.a N LO c C7 0 O C� G U W x W LL N C> LMA W sImmR I m HERSION: 5.0 COVER SHEET a!/ SQUARE FOOTAGE CHART ELEVATION'r ------------- SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRUCTION AREA C/1LCULATION HEATED / CONSTRUCTION AREA Sq. Ft MAIN LEVEL 1-757 TOTAL HEATWOWNIII&ICTION AREA (S WCMWQ 1 1737 1ETHODOLOGY: ANSI n S-MI The total area calculated from the outside -smuts ide of frammg, ittNttlig optimal unshed basement oplotTs w shown. This area e:ciudes star eel at highest level above grade, garage, covered patio4—hes. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft 6ARA&E 423 COVERED PATIO qb FRONT COVERED PORCH 3b TOTAL BULDM ENVELOPE 9 WOMM) Will METHODOLOGY Building EnwWops Ana: The total area calculated, iTdudkV Heated/CaTscuction area as calculated, and also ncl t" garage. tweed patio/porches. MAXIMUM DEPTH MAXIMUM WIDTH = 40'-0" '*MAXIMUM BUILDING HEIGHT A.F.F. = 0141 do NOT eCal.E DONOT 0MITAN SPECM sraetnwt FOR a.m eTa r ova VAROM Rd eE Ptmpvcm e. proem OF avntmm wrc DMCWa`CT rt.Tmare twau ee lEr'ORIED n CONn.CTOR.T ONCE AND uo CONSTRUCTION ewu PROCEED wrl CORRECTED. TIE .Cue r To carer mu x,v s O tm zoo Q E a � N O 1 ^ F-4 cc 7 L wIR IIE VERSION: 5.0 SaILIME FOOTAGE CALCUATpNS �I CS-3 AC SECURED TO 3)G' P.AD_ I m --410'-B" " 11 II F PATIO SLAB 4' CONCRETE SLAB MIN OVER 6 MIL VAPOR 9 BARR ER. SLAB SWALL BE I I ° R 6 OVER"LE m S BERI'ESW�D - W LL 4' CONC SLAB MIN. I I iD W/ FIBER MESW Li J — NVAC CwSE BASED CN LOCATION 0 CONCRETE SLAB 11 4' CONCRETE SLAB MN OVER 6 MIL 1 I VAPOR BARRIER SLAB SWALL BE CLEAN COMPACTED FILL W/ RBERMESH __ _ _ xnr iL::..11 , ELECTRICAL I I CODUITFCRII 9 4'-I0%" 7'-6Xj" 13'-43i'4" 11 19.-2„e m YW � I BOLLARD. II i II I �--- ----:°ro— — — — — — — - �C --- i ----__----- = ELELTRCAL G G TE S PAWL 4' RETE SLa�3 MR1 OVE MIL WALL VA E14fd21ER AB 5WALL VER - AN COMPACTEI FILL UU F I I d � I 4' RE SLAB I'MN. OVER 6 MIyI ZU A'OR BARRIER SLAB SWALL BEOVER CLEAN COMPACTED FILL UU U I, 4'CONC I FIBERfES14 J 0 LU FIBER MESW� 9 — 9 12._4" SLAB PLAN - ELVATM V salawmm sw-tw FOUNDATION PLAN NOTES ALL WOW SLWl BE N STRICT COMPLIANCE WIN BLXDM CODE, RESIDENTIAL, AD COWTr BIILDM DEPARTMENT. STRIP TOPSOIL. TREES, STUMPS. ROOTS. ETC. FRCM ALL AREAS WERE CONSTRICTION WLL OLOR UNO FILL SHALL BE FIRMLY COMPACTED, CLEAR SANDICLAY MATERIAL: FREE O ROOT5. ORGANIC MATTER OR OT1ER NTERIOR BEARNG LOCATIONS SHOULD BE COOK DNATED WTW TOM MANFACTLI ER 4 STRICTURAL ENGINEER PROVIDE SOIL TREA7f ENT AND VAPOR BARRIERS AT ALL SLABS (NTERM SCALE TIEM RA EI NOT LIM iOR D TION W VEEFr RACTM LRENTdRL WTu sum 4N01 nave RS01E CONDO WOTlWANE DRARvIA DO NDT COWANCP M^ELRC AL EJUION FOR AS 61ROAAD Sy 845 Te (TO F ECOROIy Br ISMPA IC I PO4i 1 ANT WAT M:r BErAM HERE DRAWOWAAMW bD SITE ASSOCIATED DDRM1 FI POWEdo xTDRAO 6IALL TOR T ONCE AND N T CONTRACTOR �T OCE MO NO GOII INTL'TOI RW4L PROCIMD I OR CO R ASSI . nE CLHTRACTOR TO EETIE IEeMMDft$ F i0 WEPT ALL IEG1RETfMO OR LOCAL r:uLe fd . To rrLr uU rw euTBTAT E .ADM CODE& M F t O A` Lu V 0 04 U a (� a) O 04 E a LL N O A I",cCccH F L J wRRe RE VERSION: 5A !� FOUNDATION - SLAB PL IN IS!A F-1.0_ DO Nat !CALF UM DRUWA ORMATION uri CPRR CIOR AV ME FL" BBQE O"McTok TIFF DRAF M DO %W CCMTY LPECRC FFLRUTION FOR dNT ARCILIM ELSIM (TO ME FW DED Ur BC*@R OF RECMI AW DlCI M:A (DEDtl1M ORWATM ETC) EREHI 74M DRAM" AD 7N L560CIAIM DRAWGb � SM WAFRGS B.AU SE REFOR1ED T OWIRALrOR At ONCE AD KO COWIRGr10y S Wl PROCEED LFRI CORELIED. UE CONTRACTOR A&MM nE I&WOOM"y TO rMT KL EWIMI TO OF LOCH aA DN MCLAL! A TO COLY EFTN.TAT 0 M � C zc� 0 U — =x W o _E a O � N Q H 0 E�-T VERSION: 5.0 OPTHMAL REM1 E100R8 IA-1.0�1 ELECTRICAL LEGEND -4G. GAS LINEL644T REC CAN GWT py COLD WATER Q FLUSH MOM LED 0 ELECTRICAL PANEL 2 WALL MTOINTED LGWT ELECTRICAL METER WALL SCONCE a' DISCONNECT SWTCW I —y FLUORESCENT L*UT Nn BULB 9WTC14 EZZ= FLUORESCENT LGWT N/ 2 BULBS 3 3-WAY 5U7CW ® VAPOR PROTECTED LGWT 4 4-LAY SWTOH 0 EXHAUST FAN $° OPI ER SWTCW 41LIC40 EXWAUST FAN N/ 4 II ® EXHAUST FAN R/ EAT N LGHT ED DUPLEX OUTLET ® SMOKE DETECTOR OUADPLEX CUTLET IC-7CARBONE OXIDE SUnT DUPLEX n THERMOSTAT GAIT ET F _cxDR FLOCK CUTLET DIRECT WIFE GFI Ph 6 GFI OUTLET T PWCNE JACK WATERPROOFLcvF r>FI iFI LET T MgD[A JACK CLG CEILING MOUNTED OUTLET CABLE TV OUTLET 220, ® m 220V OUTLET DOOR CWMES rh CEILING MOUNTED ® SECURITY PANEL T LGWT HANGING CEILING FLOOD LGRT MOUNTED LW n n C-#-� CEILING FAN C-=D CEILING FAN a/LGWf U U ELECTRICAL GENERAL NOTE5 SWTCHES TO BE 45' AFF. RECEPTS TO BE D' AFF. - 42" F OVER A CANTER ALL WIRING TO BE N ACCORDANCE UTH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED N NEC 211 AND SWALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE H,ARDWRED INTO AN ELECTRICAL POWER SOURCE ANDSHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED N NEC 2CB(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION. IT 15 TWE RESPONSII ITV OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FILL CCMPLIANCE WTH NFPA 10A - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCE& PROVIDE INTERSYSTEM BONDING TREMNATICN AT SERVICE LOCATION PER NEC 25054 LU'INIAIRE5 IN CLOTWES CL05ET5 54JALL BE INSTALLED PER TIE FROA54045 OF NEC 410.I6(A) A (B) RECESSED LGWTIG TO BE AIR TGWT AND IC RATED IWW% OF TUNE LAMPS N PERMANENTLY INSTALLED FIXTURES SHALL BE WGWI-EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL (FORMATION PROVIDE THE REGURED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026. ALL RECEPTACLES 514ALL BE TAMPER RESISTANT PER NEC 406.Q. TUNE BRNDW CIRCUIT SUPPLYING TIE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF TVE GARAGE MID NOT LESS TWAN OE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFC( PROTECTION - 21012 (B) DUELING UNITS. ALL 20 VOLT, SNGLE PWASE, 5 AND 20 AMP BFLANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN NELL NG UNITS, FAMILY ROCMS DINING ROOM, LIVING ROOMS, PARLORS LIBRARIES, DENS BEDROOMS °AIROOM5, RECREATION ROOM, CLOSETS. WALLWAYS, OR 64MILAR ROOMS OR AREAS &WALL BE PROTECTED BY A L15TED AFCI, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. EXTERIOR 2WW AMP METCOMBO GROUNDING ELECTRODE SHALL COMPLY WITH 5EC 25052 ELECTRICAL R15ER DIAGRAM N.T.5 A+L SECURED TO 3X3' P FLOOD L 0 { yFl fill" II ILi "(0 ______________ � I I FIRU FLOOR ELECTRICAL PLAN - B EVATION' ? — STRIDTIUIED MEDIA CABINET TO INCLUDE CATS/6, COAX, ISB, WFI ROUTER SPACE AND PO4ER ARFY EXACT REQUIREMENT, LOCATION AND MONTIG VEGWT PRIOR TO INSTALLATION U \ OPT. BOLLARD TYP) OPT. DEDICATED 50 (W TEHA 740F� Y m REQUIRED BY CODE — F Q CLG/GFI PANEL --------------------------- +8 . 11I AM DEIELOR9R DO NOT ELALE Tiff DIIAEIre 4ERR RVILDNG oRlNTATM 0rt CONIRALTOR AND 511E PLA45 eo;ow o"law new DRAW" DO 401 CCNTAN EPEORC IFORYTIp1 FOR ANt SIM IIRAL ELBRHrt6 RO SE FFOADED CT 8<04MR OF F&CML ANY DRLREPANCY (HAW O, 011lNTATgL ETCJ METURN Tiff! D%ft*W AND pOCYIEp 11E AEORA~ � am DRAWW 944 L BE REPORTED T CMIRACTOI AT PILE AND NO CPFTRCTC N INLLL AIO® URL CDRECTED. TWE CONTRACTOR AII&M THE R APONSCILRY TO MH7 ALL REOIIREMENIS OF LOCAL EUEDW. CLALI F TO COfMT UN IRATE EYLDIC CODE? J 4% 111""Q"111� J N � ^ Z � M O w � Q > O W LL ^ w D x IL 0 r Q O M` tU L l OlQD v O r� rJ Ucn — d W O E W � a N O H 1 ^ 1M-1 F i�IR TIE VERSION: 5.0 7�=-- Seo E-1.0]] .J____________________________I I 1 I I i ti Q �Q I a� o 4 A © — I I �e i I I I i I (Fl I I I I I I --------------- ROOF PLAN 9P a�.�w'"�'r*.iw ATTIC YEWILA71ON: (300 SQ FT ATTIC SPACE / I SO FT VENTLATION) CALOLAT06 REFLECT Sot RIDGE AID 50% SOFFIT VENTS 22W 50 FT 11DER RXF ATTIC / 300 SO FT / 150 FT • Ib0 50 TT VENTILATION OF -RIDGE VENT . 104 50 N EACH (4VENT) SCRIT VENT . S 50 N EAC44 W 50 FT . 50t . 3W SQ FT NIGH, 3W SQ FT LOW HIGH VEMSG 3W 50 FT . 144 50 N .54110 50 N REMI RED (6) OF -RIDGE VENT . 104 50 N .624 SQ N LOW VENTED 3W SQ FT . W 50 N .54110 SQ N FEGUIED 54110 / S • 64 SOFFIT YEWS (O W I1C16 VENTED SOFFIT) - - UI MIL TGC S_� _s�_� RRRRRI R)• R �TII���AT—i COMM SPECl `1�4'RMSED-M _ 1 1 I■ ■ ■ ■ ,I J 6 ■I �I '�I ■ � �I � � �1 ■I ■ ■ _, STCME VENEER —� P UTYP)ITY FRONT ELEVATION Or OPTM 3 �� = :CO TRF1 PER CO TI1CO0 CS. ow"DEVELORW DO NOT !CALF TWOM DRA NG& VERFT allLCI b OREMATION WTN CONRRACTOR AND 611E RN! 590RE 004m TICK IEEE DRAW" DO NOT COWAN EPECRC SPCRLTM FCR ANf 6TRICTIMAL E mwm (TO EE PRWOED ET BUEE ER O 0900,101 ANT DECREPMCT MPNOS, ORWATCK ETC) MTlM 11EEE DRAIXIM YD ASSOCAIED DFA W R SITE DRAIIINGS EN4L ME REPORTED T CONTRACTOR AT ONCE AND NO CON6IRCnON 6NALL PRO® IN1l CORIECTED. TE CONTRACTOR ASW ED THE REER?EOILm TO MEET ALL REMERDRE O LOCAL ENIDNG ICIAL6 . TO COTLY ITIH STATE allLDW. CODE& Ej�•11 � M J N 0• 0 rT A9 LU N q o�- x Q� Q � a cols won . IEY401! . O M }R = M � Q Z O 04 U RY L 0 CLj a _ LL N O A EMIR. 11! VERSION: 5.0 RIEAR ELET/AiIONS � NOOF PLAN X-3-361 I't FLR CEILM6 f W'IDCW LME 0 STONE A EER PER COITUIITT SPEC5(TYP) FM FLR ELEV _ let FLR CEILMG A,6AOIL' LME 0 F N FLR ELEY 6I � 4'VENT 4'VENT 6M PITCH ARCH S4W.LE 6/12 FITCH Td7OF (TIP) ARCH 514 -LE ROOF (TIP) RIGHT SIDE ELEVATION T OPTION 3 soft6FN .D.twA m LEFT SIDE ELEVATION T OPTION 3 sort vr-aw d'�EH7 d'YENi 6/R PITCH ARCH 544IGLE R7OF(TTP) LEFEMTfTICUS STL= PER COTTT. SPEC-5. CFTENTITIM STUCCO PER CC'r 5PECS s.m CAL INESE DVA ER NOT LD T E ATKNue vl.E*.ACONTRACTOR 0 6TTE KA ARM VIUM ON rc 611E TTHY. !BRIE A DO OT O TEAS L1RMKi DO NOT N KR STMICTSIMECFINY UPRNT ft OIT SPWZY R.Y ElD'MMIER l! rmRDI T71' B0A@R DISCREPANCYOF FIT04 l dRr MA04 WIMP AA. DRIONGIS A ETCJ TEE Al*GS a Y ND TNE DRASISM D RRME R rdb SITE TO SHALL ME 42 00 N CONTRACTOR di ALL n0 NO LRN ROCEED LNTI G)1 ECTE INE UliR CTORELTED. i1E CONTRACTOR A6A1lEA THE IEOPOMMm TO MET ILL TEOI.ET9RA OF LOCAL dADW. CPFVIALS . TO CRRT AITH STATE AARD66 CODES, M L C N z�� CD ,.-.4 010) 0 txUa 0 o E a V- N O A E-� co H MIR I .f VERSION: 5.0 .l.E. SIDE ELEFATONS IA-3.311 BUILDINGS SECTION NOTES PLEASE NOTE, TIESE DETAILS ARE STRICTLY ARCWTECTIRAL. REFER TO STRCTIRAL SIEETS "MOM ►FOWTot 5ECT06 SIMILAR TO OTIER ELEvATIOS AND WEN LGING 7.6 DaERIOR BALLS COLUMpoNm�DETAIL aEe *ur`.'�pmq _ _bt F) R COIL-I>G _ _ _ _ !WOW LEE a FN RR ELEv FOIfpATION (ME - STRJCTLRAL PLAN) FOIWATION (SEE JLj LJ STRLCTLRAL PLAN.' BUILDING SECTM OW omtw.lw t011llEO -pT-ML.dGO.YM emu "R " D D 6� �6 FRE-MARFACT D T-RSSES INSILATION PER FEC AV ETE%y FORM SIEMITIED WTH PERMIT APPLICATION POCKET BEDROOM 3 OFFICE LAUND. COMPACTED, TER MrTE TREATED SOL *(VAPOR BARRIER BUILDING SECTION RMR KNAWT N !lW101t.l�l•ML.dIIO/YM b� �6 PRE-MAMFACTIRED TRUSSES MSILATICN PER FEC AND ENE%Y FORM SIEMRTED WITH PEWlrT— APPLICATION D �6 KITCHEN FAMILY ROOM 0 CCYPACIED. TERMITE TREATED SOIL *(VAPOR BAWER DO NT SCALE TIEAE DRARWEE. 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AS STUCCO OVER NAME )SIEAVING.2 LATER WAL LAIN AND STUCCO) -PER SPEC PEEL & SLICK BRIDGE RAVING, SHINGLE LAPPED OVERSIUOOOACCBSORY VINYL PLASTER DRIP SCREED -PER SPEC 1 S PER MANLFACI REIS NSTALLAIION NSRUCIIONS CM 994GE- DO NOG SLAKE OR MAL ROOFCBABA SHINGLE BOOING ON BOOING U DERLAYMENF PER SPEC FEEL A SLICK BRIDGE PIAVNG.OVERLAP ON 10 ROOTING U4OERLAYMEM 6W CORROSION RES6UN BASE HASHING - PER SPEC PK-M3 M WOOD MOB SEE SIRIC➢RAL AND TM DRAWINGS FOR SPACING AND CONECRON DBMS NOIE ALL BOOING ANIERIAL FE ELEVATION) SHALL M INSTALLED PER MMSIPACTIRM MAL1A110N NSRUCTIOK VERIFY ROOF STEALING WIM SGRUCIURAL DRAWINGS ROOF TO WALL AT RAKE GABIEBOYREOOCU6 � SCALE: 3'• I.-p' RBRTI EEVAIDM AID DEIARS 14 TwKALEGDFCOVERNGMJVEC �sffwoF PUN TYHKAI ROOF 1113111 PER SPEC Tw1CAl ROOF NUTARON PER SPEC �eLRooF TYRCAL DRIP IDGE PIRNEC LOP OF CMIL. M. 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EXTERIOR SUADNS aSU 1 ALMwAlaPI= YMRNESU UP L1ARS eaeSORORADE FAMOM FeacMO mm OVa 7nw oR EG11AL Houmwwovm ES7910RSNUHM AND RAANG FER HM W SSIRIG R6UISED FM AIRS WF1MC MofMRDRIGPAPAa✓ RRrITING AS 00= (FM UTACIUFMDRMA LN MRDRIGPAM YN J aGMDRr EDGEFULNG 2I w GM DRr ®GE FFARRI6-- ICEiwAMS MMCMM. EIMMCUPWAU - WOM Tw 3EE aw FOE w INTERIOR WM MAReWISM M YMCOMMOMSEUM EADMFIAN%MMTO MMLAMM CAUUlIG1YFICM DO w000 DAM RaNL PLYw00D. wRDOiM M DORA NLTVP. - V NOM DOVVASMAY10EFAMMTO SMUCRM PM WDIM MAYRAC11S M 06U11ARM EOUSRARSIR NO EOOAM MA11016 SILL AT FRAME WALL SCYE: 3'• I'-0' FOR RAID. PM SMERIULDEMS GYP. BD. �s 2x RES DR. HEAD — GARAGEDOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE: I IF1'• I'-0' EXTERIOR mcmm3ORAGovalmw 011 M&L Notom NOVA a RfAS1NGNo RM" Pa SMUCMM DWOL CMMFADNffM aF NFAINC WAT M2M AOMIA1E ova RON IAYMOF M 1DRIG PAM m=MGRA mwmoVa ewDEMFADHffM ffiFIEAIRIGw/11aRo0F MOMWE INTERIOR INMVACE Fa AARUFAC1 IBOOMABMlM CAMMMMA 11RDOM AUMY HU&M WRH 00NMF016SEAINIF EMATFIAFIO M" 10M UIINON MMM"ASOMMMATI MM SRRRIIRE Pa 11RDOM MOJAFAC UaS R6FMIAIIONEGIEeI MANDECOAMBOAlON1 JAMB AT FRAME WALL SCALE: 3'• V-0" TAPEVM G MfML FEE M Wi.aGRADE V RM PAPSC/VMM.9Ri1RM 3ENAN1 (IMOLLMawRDONFM rMw SOWGGIANDOOR BALE SLIDING GLASS DOOR HEAD SCALE: 3'• 1'-0' O M }, t 0 MA` W Q Z O xa' `aD o U- N 0 E A F-+ coo H r— 7 �R I YF VERSION: 5.0 Re.RR YMC. DETAILS -3.4 b GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 801 EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIUSRE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW AND MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETFJMASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TTTEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10. CONTENT INKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WRTHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET3G, OR HILTI HIT-RY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR WE LOAD =40 PSF FLOOR WE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECKBALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD I LIVE LOAD - E - CTION ROOF TRUSSES I L240 I 1_240 1' FLOOR JOISTS/TRUSS I L/360 I I /480 112' NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8' 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF 1_/600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED �!/A BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAIUHANDRAIL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 2DO Las (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS.' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150'SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 -SPECIFICATION FOR CONCRETE AGGREGATES." 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 80. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND'MMANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: BLAB : WITHIN UPPER 213 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; 1-112" MINIMUM COVER AT EXTERIOR CONDITIONS OONCREIE 04OUDATK PQ AWAM EARRt 3' F0IMBD OONGETE 1.12- (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +1- 3/8' 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SUB -ON -GRADE & CONCRETE BEAMS: 25M PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLAC94G CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SWILL BE SET BY TEMPLATE TO WITHIN A 1/8• TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACT UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CUSS B PER ACI 318. LOCATION OF LAP SPLICES SWILL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1' MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X8-Wl.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO. SYNTHETIC FIBER RENFORCEMEM FIBER LENGTHS SHALL BE 1/2' TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPUER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25%OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-12 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI 308R'GUIDE TO CARING CONCRETE'. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PUN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REWIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN LIP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRAM SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DEMATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECTIENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACIFIWNG: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PUCE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 5W, -BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.- 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Pm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLA ND CEMENT/IJME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,5W PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615. GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-*5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPUCE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ClAHOOK #4 2U' 3• 10' #5 1. 33/4' 10, #6 34' 4-12' 11' MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. I I- GROUTING OF MASONRY WAILS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR'LOW LIFT GROUTING' OR'HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACT SWASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 34B -'BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION.' WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.- (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION.' AND SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD41ASED STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH T EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3'x3"x0229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING - Z-O' O.C. REFER TO 'PRE -APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON TOP. SIDES. AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA /NO2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: F•= 875 PSI F = 425 PSI FT = 450 PSI Fo= 1150 PSI FV= 135 PSI E= 1400 KSI WITH THE MOISTIYRE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. S. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2)) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162"x2.12" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2)0 TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: F•= 1100 PSI FG= 565 PSI FT- 675 PSI F,- 1450 PSI F,/= 175 PSI E= 1400 KST WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICNOLIAM LVL PNMLLAM P9L (9 TiA03W111MD 1.11111. E = 2000 KSI E - ISM KSI E - 1300 KSI F• - 2600 PSI F• - 2400 PSI Fs = 1700 PSI I') -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZER BEAM 2.1 EIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131'x2-12" COMMON NAILS AT 61NCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH OG AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12.FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8" 9111 LOFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K IJ/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 2x4 12 1J/2K 1J/3K IJ14K 14 1J/2K 1J/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPE=D OF <= 140 EXP. C WALL HEIGHT OFT 9FT LOFT STUD SIZE HEADER SPAN (FT) 4 /J/1K /J/1K 15/1K 6 1J/1K 1J/1K 1J/1K 8 1J/1K 1J/1K UIK 10 1JAK 1J/1K 1J/1K 2x6 12 1J/1K 1J/1K 1J11K 14 1JAK 1J/1K IJ/iK 16 1J/1K 1J/1K 1J/1K 18 1J/1K 1J/1K 1J/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) Q 24- O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDERIBEAM PLY COUNT WITHIN 12' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD -JOIST SHALL CONFORM TO ASTM D SM. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2- (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REOUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSVTPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTMTERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -SEAM, AND BEAM -TO -TRUSS CONNECTIONS. S. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. TS 6. THE POSITIONS, WEIGH, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER SCSI-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16' (H) x 4' (" AT FLOOR LEVEL DRILL AND EPDXY #5 REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS. REBAR IN THE TIE BEAMIROND BEAM. COMPLETE GROUTING OF WALL 2, MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS IiIOOONCREM A 12'x6" TITEN HD WITH 13/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 12" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE. A 12' THREADED ROD SET3G EPDXY 7" EMBEDMENT WITH 13/4" MINIMUM EDGE DISTANCE AND 7-12- MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1 /2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE IMIO GROUT FILLED MA90NRY KfCM!): A 1/2'x6' TITEN HO WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8' O.C. REPLACES A 12' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0' O.C.; LIKEWISE A 1/2'x6' TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND O" MINIMUM END DISTANCE AT 2'-8" O.C. REPLACES A 12' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT W-O" O.C.. 3. SIMPSON NASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEW (MPM MAXIMUM SPACING <140 6'-0' 140 1'$ 150 V3' NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1.12" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-12', INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLACKOV@WMq !OPM < 51W NO REPAIR READ 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 1-12' CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REWIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLEDA30RED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLFJNOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"Xl-12" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-•#"SDS3 WITH (12)-1/4"X3" SDS SCREWS, WHERE '#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATEB: A HOLE, CUT, OR NOTCH THAT IS GREATER THIN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-12' WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. 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M1rEadlaOaE MrIraEloaaswa EXPANSXXJ E MOagTiarrrf,rErrrla tMINEMIrFitiLLMME ANCHOR 4• MIN MTMMA W Isd �N�Aa�r al CKFI frl�rl�NE EPDXY ANCHOR: N=MI 1111M I 1-3/4•MIN MRM Mi��MaKYO. a/•� }lrrx rrrsarrruraa / we" 111W r0Ml ore "M r Mrtr Mw Imaarwow r�sto®rMw�rsEawmrMaanEasol r1111lamcrw wrom §Lr' :i J1 w - nElrrortrr.uElenwarrruoaar/rlawem rb AN a 0. 7. `.% 't MAWN 1rFrRMrr1a11ELfstfaroMooarrMruasm rMrrarrrM arr' LL MY#IOaO Mr rlrB® 111M Al LAP SPLICE M •Y{MIaIDIrN 'Y{MIaS10N rOrMMI PER PLAN F1U ffl0M&M@M.WxL11/01/2023 F11A r @ 11/0112023 F72 FENRW0W@FMMWN 11/01/2023 FMG-100 FMG7110 FOG-120 ww fa mw.MNMI mlittinjum ISaIE K®® rralarMT ltrree' �IId14MM rarta OWEEIRMMM ANMIa�a�,Tf SEE FOUNDATION PLAN 9 1/4' z SEE FOUNDATION PLAN Mill"10111rr" a 1111111110110 la�� lr� •y Y:. ¢ -+ 111CIMUM0 � - PDEIMTM • CW , v, zrmz, %� N $LAB $Iiorlei �21i 2!2&2022 FMM-130 FX-260 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE ``I1111111//��� ',p • FiD" No. Q STATE OFXORIC Q/ v `1 is10NAL. 0 111111 Mlditan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 FloNds 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M O Y ' o a A z W w H A� c7 iz F U U a c z a 0 r L J 12-0 260 '-0• 11'-0' 3-11, 3'-10- 3-101 6-01/4• 3-10' 3'-Ur 2-831V VERIFY MID VERIFY MO VERIFY MO IFY MO :r — — — — — — 24-X24•X17 CONC. — T FTG. W/ i4 BARS IS @ 12. O.C. WAY I I I I 1115 b q @ 0". I I / I SCREEN -2- 3-10• V4r 2♦• I I VERIFY MO VERIFY 1111111 MO r 111111111 2' 8 1iV >o I I I a rho I RECESSED SHOWER @ PRIMARY BATH " I I I I § 4 I I � i I mI I 19-2' I I II I I II I b io 1'-10' 4•-0- 1'-101 am I I T VERIFY MO I VERIFY MO -- . y� -- -- -07 VERIFY MO VERIFY MO IU 24k21k1Y CONIC FIG W 04 REBAR @ 1 Y O.C. EA WAY 21' 3'-10' 3-10' Z-4- T<' 16-0' 171' 6.4- 4 18'1' 40'-0• FOUNDATION PLAN - ELEV. "K" SCALE: 1/4'-1'.M NOTER 1. 3 1/2' CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = V-V 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES O6O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINP: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No. 860 i4� OF Mlchlpn 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldsioneae.com 0 M H 0 z P4 V) 9 W LULU Q f7 L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 K FIRST FLOOR WALL/HEADER PLAN - ELEV. IIKII H07M 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 <::::� O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE UWEL AND BOND BEAM LEGEND 1. IdDBNN10fff NOCKOIONOIXWMRIMagED✓RD, mNRNINtIRINRNE1MOFm1lCluff L INIYfIp.fLffMIBRIBO�INIBLgIg1�,1®f( IIYIi. [ UNITiLWMAtl6WlNIId�I11WItNNWLE WtiAENID l IUD®Y991•HUM6 [ 9YYiff00dll1fa18[BWO'WIEA1019MtF61'FfFdIML NOBIlOA9WBI TAEDWAIM F•FLNDMM=fffU-LUM r OWllU1OFAW91M OF WISDOM l F16-1 B/1 T �- awEn'oFRlalxala N1INILI6NR NINKT M No 1-112" CLEAR Uz� ow 4. a0w Q1w ,x RI®IR410110Y0Flllla MR "N:IpL1NNq®NIWIa 7-8/8" ACTUAL 8" IN HEIGHT ArtF � ��i.•'EN 4P�ORIDp isI�NAL 0\\ Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O M E•1 O x I C7 Q < Q Q z ' a W O -� U L Cc O 04 H f- L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME WALLMEADER PLAN SHEET # S2.1 K (2) META16 - N MI t, _ 1 1 r- I I I I - -- I I I I ROOF GIRDER PER MANUF. (2)HETA76 W/(12)16D. I I @ SINGLE PLY: SCAB PER R14/S4.1. OPT. TRAY CEILING I K, ROOF GIRDER PER MANUF. M K1 041 1 ROOF FRAMING PLAN ELEV. IIKII SCALE: 1/4•-1'-0' NOTES: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2)HETA16 W/ (12)16D. @ SINGLE PLY: SCAB PER R14/S4.1. — MGT W/ (22)0.146•X1-1/7 & 5/8• ATR DRILLED & EPDXIED TO CMU WALL W/ MIN. 12• EMBED O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE TMNMS UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSDN H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS (LTS/MTS/HTS) REFER TO UE T AIL H6U FOR INSTALI.A T vN. CONFIGURATIONS. DISaAIMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY /. ol FF i _ l No. 86 _ ATE OF L(/ At. �?C ll1111` v "gad°r5 �4?Eai 9aoys�o8a agso� i Z'A-s i'i�2e' §aSfrfr5s�i;BeY-�� ©S�bah2 o'yyB 6o g�5 Michigan Auburn3400 4 Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com C) M qY 0 Q Q J O 5 ~ W +!1 p Tn U 0 x r�CIE W " N F" m m R r L J DRAWN BY: I FAE VERSION: 5.0] SHEET NAME ROOF FRAMING PLAN SHEE S73-1 K STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMFM 11/2' PRE-ENGINEERED WOOD TRUSSES AT 24.O.C. MAX. -OR- OARD Zx BLOCKAT 2: RIBBON BBLOCKINGSHEATHING EDGES W(3) ATTACHED TO TRUSS Bd NAILS INTO TRUSS W (J) NAILS. X CONTINUOUS O.C. CENTER ENTER MAAX. STRUCTURAL SHEATHING SPACING NAIL PERK CONTINl10US STRUCTURALSHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAILAT TRUSS HEEL > 9114' TYPICAL TRUSS ANCHK)R PER PLAN NZ REFER TO ARCHITECTURAL DRAWINGS AMWOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. Hff1 HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT ZV O.C. MAX TRUSS ANCHOR PER PLAN o•O FASCIA (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS i•�. w/ HEEL c 91/4• VFW 0N IMM71Af11 llro�LLNh7al l/2M �VL11 ffikW 11/0IM023 nv� Ii�NH7nvc NOT TO SCALE RWM-010 RW W-020 ounaRffoGrAr =L=WLKOR RMR{RBO� MafM{DAS IE{Y�1�Rr'Oe LbD6rR1MIAD Halle tIfM1{ARM ferMLL�RMA1�. L�laa{a1{ 07 - BMM @ NO MhR. EV. WALL NWHAM 11/Oryt/2023 mvM-07o �MRM A{ AFIrOA MaawARM ORIwMNA faMALMRM - {WINARM w pp�/yL/� flow. .. � �p pp� �1BAAM @ WIDIDIQlfAR BACK WALL 000" 11101/2023 RLVM-OBI Q m{MrEMIAD AL>i�<MMa IRA 1•I� D3RfR1RD!!N)HI rMMMIm�1ANlBhaasA as i il0armloellslfcrwrll01NIPRIN 221/r A Q— �, RAFTER OR t134 OPT'�RffOeM t, '� 1 iv a�B rl>w�/wAan SDWC15M - •a• a IIRls/wLlOae{NIaR m •laawRlrlAaYrAr 11�aIrRA®A11ar OVERHANG OVERHIANG {I/lA1a Afl{{4ROe�M PER PLAN PER PLAN {� 117-1 3/4-1 3/w aaRb7l{MMR A18C1{B{i0M 011�{�{afNR aaEMa{a1R1alA raF�CO{NIIIIOII Allfa{WMDi �411E1ROlID) AIaAa®arAW rWllllalal?RMeNO1�FMt NallalaARAErpIIMMFaI REARM man 1' 14'H �4°•14° r�alfMsla>ItR RM \ 11 smjmRt{WRERMMI \ / TRUSS OR DAfR\RIB RAFTER TRUSS OR RAFTER TRUSS OR RAFTER A v=umwR06 +�� 1/4• 121 �SDWC15801) (2) SDWC15M (2) SDWC15600 IR�BOOARMI MRM 3' OVERHANG OVERHANG R +1- 1/4' A PLAN PER PLAN PER PLAN OIaT1a{WND� a 3/4•.11N• 3/4•.11/4• 1/2'-r 111-1' 1/2'-7/8' Ur-7/B• OQREaA�aaMIA IMEimaf8�11 tBlaE�hOaaROGl1 �lhIBM>r1fl41M 3/4 20�". -25° (IMM{IDmom (aMaLB1OIBR owmi MMI1lM MIWRN +/- 1/4' a11l1AlawrMI O aaL1p WRAala�fal 1= • 22 112' 1 oPnMAL OPTIMAL TALISSIMFOM DOUBLETOP PLATE SMCOMECIIOMS CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL STRUCTURAL(2) 1 Od NAILS SHEATHING PER PLAN SHEATHING, SEE PUN FOR 2X4 OUTRIGGER AT 24. O.C. READ AT ATTACHMENT OVERHANGS GREATER THAN 15'. IOd TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER 70 e• O.C. TRUSS TO (� A ®� w/ TYP TRUSS CONNECTOR PER PLAN TRUSS W (3)10d HORIZONTAL BRACE, TOP PLATE ONE EA. SIDE TOENAILS WALL FRAMING ALONG TOP PLATE SHEATHINPER CLAN DROPPED TOP GABLE W/ OUiAIGC;HiB PER PLAN WOOD 2X1 BLOCKING @ CONT. 2X4 (MIN.) wi REQ'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EGG# (2) lOd NAILS IN LIEU OF BLOCKING AND w/ (2) 1. @ Ell EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, T IS TRUSS WEB 24. O.C. READ AT BLOCKING AS REQUIRED ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'. FOR BRACING BY TRUSS 'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ (2) "Id NAILS �' PERMANENT TRUSS TO TRANSFER LOAD. AT 18' O.C. BRACING PER TRUSS 2X4 BLOCKING @ GABLE TRUSS w,/ SEE REQUIRED MANUFACTURER @ 10-W TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. EDGE NAILING (2) 1Od @ EA, END NOTED IN THE MANUFACTURER (1) ADDmONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET A_q q-q (.e. BSCI REQ'MTS) WITH BLOCKING WNJC®MHeA I MNl TRUSS NOTES EXTENDING A MIN. D (3) TRUSS BAYS PLACED (3) 10d NAILS @ (3) 10d NAILS @ TRUSS BRACING CIPERMAHE!!T EA TRUSS CHORD EA TRUSS CHORD (RESULTING IN S-0' MAX. NAIL BOTTOM CHORD R larI11A/1lML1fM{OIla1M OVERALL BRACING) OF GABLE TRUSS wl MyMR.lOT� mll�a 12ds AT 4. O.C. lols{MRML HORIZONTAL 2K q35 n q35 MASONRY BLOCKING BETWEEN • �ry Ll�a100�ARX FIRST 3 BAYS OF SEE PIAN FOR AmtM{��QERMM� FRAMING TO AIN1lnO0D► IRA BfAB01a1Y1 ATTACHMENT OFALL PERMANENT BRACING O • STRUCTURAL SHEATHING. W 10d @ 4- O.C. �GW EM TAl1SS BAAM DETAIL 11/01/2023 RWM-090 S•LMIFJE 1{r L r 1 T•hl{IaE sA� 'R•1alllfaE rMx(F f 7,7 !O 01 7 r MEAD — —MEN f g�gp ! B061pIHF HP m.M. .1 rRlMrffa rwlM ( 1 ! ! >rlM�eww rLraRs{llLaw A foc foc foe a selarlMlLeasseM 111rdw a Nam A roc foe I7oe aR1Mt►MBIAKIWi a! L1011lWn ion f IL {N®Ma816 aw an ewasaroTrwmvefAr-aa1 A olalMf Ia1aAwLBIB11a.»tllrw rvasloloaLMLllFfnara f�A1�ABIG7�1B 11111d1w1 AKIIIfIMISRBpaMaa dM)RM�1�1 NNBrlM{Bllr LaslRMarf a CFM L wrllaA>laavoElslua>ol,nrwr. 1 AATMAEaAIRY� fsEEam{EI®mm{auaaaoa{a®laav{ufflma{IaRILOLIaafoL E ROOF SHEATHING ATIAHTIRO\h W"�rMS ralQ 11/01/2023 &!;TO WTFM717A71fYrM1 Re 11101/2023RWG-110 SCALE RWM430 1 RW W-030 amw Mfll{{MRR voweir e Almon {esOam {WOARM a(m{u® 1181awBlD lallaflview LJ irIBB swu {{{B MPLM ------------- ell W D{1L1L01a,IRAa�I MBtr Nown 81 OA/mOMIBMrwaA Rr1r111M{{lfOe R06 TRUSS VALLEY SET me FR a 1 v01 2oz3 NOT TO SCALE RWG-050 STRUCTURAL a({p�RfIfaLRD➢IRw{{�AO11aMt R{mrA SHEATHING PER PLAN CONT. 2X4 w/(2) �m � RIIR�R�R/OGI�R �RfOCyaLYMI{�INiwil�Mil>l� aB�1M1lRIOIAMa 12d NAILS 17aMrAaINIRIrOe rdal>?>Rf{a{�MID/1�EO ROM SEE REQUIRED i 1.R�IIMAmmeEMIYra BRACING PER TRUSS IMAM MANUFACTURER 1Kowum"10"all TwofMaIARIrEAgElBa► 1Mh um MpIRownL*raMlMl�a alR{ Q{ORIRIIr RRMI �R1EaBMpmmm nIBNER1bLlE ■foRLlfLnafn{AlE{f�{ean{fov{w{{�A save Ml�Al1E�a�M�IBIMM An M IMUNI IE IDM4�11*hn= iglBaM ONot FAA W40 M 3 IfMIAMI {�B ERR�R{{1LLtrWp�rOaRfocW4MO1RAN8 Iola®loolwBRRff 4" AMAL" aa RMI RNRLRI !Ml ■ear MMODA 7f55� ANTI al{ILlom mommo IiMMAM mom= ARM R FIRM rfsallaaes �1WtH HP TRUSS BAAM DETAIL ( M7M HIP) 11/01/2023 RWM=t00 rre�1. ,i1 srrr� �eweaea e�a�ew. �� ••••� 1lIBiB1 ..ram., �... ,....r. • � awsor�nY �"' � .r. �. �• �...4a� HOOD •� w000 �W9:iW®aIAEEfODEIAL ..A;��« � M.MIMEEIDOkTAL 6@0 Fieldstone �� . ► ��,, ,,, O/ ``````,�, C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 8 _ 29349 - - E3 IBRAHEM ELAYEB, PE P.E.# 91476 %�O 3 TE OF ■ BENJAMIN NIESE PE P.E.# 86025 i��� ' •pLORI00! • ' G`2`� 05/4 DATE Michigan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.beldstoneae.com 0 M O Y I O nQn z a LU IY O H,y W .i 0 � a ¢ W U U x � N O r J 11101 %210 a RM au•la AIa EXTERIOR WALL SHEATHING aNNn1®lau - Dlea.arw V IN EGIND 11riNN r roe roe I /usw 11IBWEwrI R 10101A00•rAl ANN m D s >N wE�.EA�A mulEllaaEwlaA >Mamw A•ME101"MR1.90NO E1(1wWALLSIdIPIN tlwnaaAm NQ ar AlasErllA 11M rAlp aaaai a W81110an r roe roe nm t.raalaAe.tr � INDADq». 1.-:7.--T-r-.. s ' wEALNE roaallsaalorfar ra1DaDAaanoaolr tea water aw�aal<:r!•aYr rliAIDI f1�aN1atP0e� NAa/gsKl�lgAo 1aYa1a0al�la�aalD1a1C1rl roeBll�rlyra'Br �I�r� IaAO.III�IL7A4mR NAaEeIAr 8,-,-,)rfWA MW MACAW D AL 2/17/2021 N.T.S. WGM-140 ralalosaatloNrar •a0a YWtp19{<tyr•rnitMa�rlarrK coca aaeaAoroeelll®rtwe®lrr Il1101100ra11001 II.ILTM�IL 1 O , . , :: _ raarlrwnolwaw 1aalwEtaxwaarTlrwftrrsa Q ANroeelADalnialmtxrlralao 1cID lwiarlaADloLwaDlaAaon 1 : ' �� W01 WAWft DUAL 11/01/2023 %1GABLEE�DSIfJITINGDETAL 11/01/2023 W15 lrf1A MlA11A/fWWAL 11101/2023 Nor To SCALE WGw010 NOT To SCALE WGG-020 wCa1.F150 Dalaa14p1ryul.r ramalAr arIV a. lB1EaDDIDaBBNroDNIaDNIMI rerraorall■aaa 00000" 130 TYPMCM11f\IQ111LVIMIDETAL MOIR= WGM-182 AMOKOM w maaalaluA wlsal�lam ftWOMPEERAI 411100MVERI a rcramatKALwIa as D MWIMI IDMIASIM IawarN61a31 �Lm IB0911N16D a1M wlsNrelrxaaArla 03l wmramaDDDatmaDaEor 1aDtDLwwllaoA ATYPICAL REWOW RM CELL DETAIL 11/0112023 �DUDUAL 0 CMM BL z/ze zozz NOT TO SCALE WGM-190 WG7250 NND a MUL ANA -" ama/ �OMIAANNDDDa101a4wAa IaAm®rff1ra69A1� Y~i•aai ` 1t 1N1vmANAEp1r7e1 � `QIAa. W4 INSWfumm MMI RMNICO aPIRM mIRla. s m moDDWaM1 E�LiNALA� W KM GAIOMI KM E1111IM1®lDta rwaNA a FIN FL ti. NamaQ mmalena�NDlanalau Ia�lLtrnDrlclm itaAD Amin 1NUMNISIa1101 W.A WULTmNNlalPIUM W4 INSWROMM aNID an11a0aYMrA6 gRiOrsINlaNm WINUMAA1 IaMaMKIN 111010111tp1rLla M 101. saw atwaltau,o rllallA a FIN. FL mmINCIRNdaY7aLL®DD Iaalla MD Am �ma01 11131000rrrr YmlllaRafarglaAlpr! mla,,aAwarMtlAaa TYPICIALIST EWUSECTION �1TYPIGL1SPORYWALLSECIION /1/01/2023 11I01/2023 WSM-020 ` 11111 till, , WOME II: OHO Fieldstone p raa:maAo>.nc � • IANIaIaNrlDa1lA "'.-'-<• = C.O.A.# ARCHITECURE: AA26002802 Ia[m1�IDA offal, >L IrEA a al°a w1 s TYPUL GARAGE DOOR ATTACW 11100112023 KL�-;-T- SCALE wGM.180 C.O.E.# ENGINEERIN�C;s 29349 E3 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No. 86 Q ST TE OF !(/� �� '•. A�ORI00'.•' �?�� s10NA1.1� 111111 Michlyrn 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O M OY 1 O z J o 64) W (y o� F U Lu x � x � N r L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 PRECAST LINTEL GRAVITY LOAD TABLE .4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMP ILED FROMAPPROVED MANUFACTURERS: CAST-CRETE, LOTTS CONCRETE, QUALITY PRECASTCO. MAXIMUM LOAD (PLF) APPROX. UNTELLENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8"TYPEC 12" TYPE B 12"TYPEC 14"TYPE B^ 14"TYPEC' 16" TYPES 16.7YPEC 20" TYPE B 20'TYPEC 24"TYPES 24"TYPEC 28" TYPE B 28"TYPEC 32" TYPE B 32"TYPEC 2 1T 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 iGODO 3069 4605 5205 6ll3 7547 8974 30000 100DO 3' 6" 7 2" 2231 3069 3719 3280 5163 6607 8054 9502 30000 3059 4605 5206 6113 7547 8974 10000 100D0 410. 2 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 1000D 100D0 4' 6" 3'2" 1343 1969 2110 2992 2931 3756 4576 54M 6224 1969 4375 5206 6ll3 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 1. 1. 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 6203 5'30" 4'6" 860 1105 1173 i600 1631 2090 2549 3009 3470 3105 2622 4242 4360 3942 4889 $817 6662 6' 6" S 2" 710 1232 2177 3738 1 3480N2564 3707 4383 5061 1232 2177 2738 3480 8360 8625 7590 7'1" 62" 570 991 1729 2/W 2632 2698 3191 3685 991 1729 210E 2632 5661 4742 55M 8' 4" 10" 488 699 1160 15'16 1626 3486 2818 3302 699 1245 1516 1843 3496 2964 3397 9'4" 60" 416 699 1160 N/A 1625 3486 2818 3302 699 1245 N A 1843 3486 2964 3397 1016, SIP 2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A IM3 2093 2791 2259 2615 11' 4" 10 0" 315 567 890 N/ A i366 1846 2423 3127 4006 567 945 N A 1366 1846 2423 3127 4006 12'Cr id 8" 292 525 873 N/A 1254 '1684 2193 2805 3552 525 873 N A I254 3684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1975 A28 'i838 2316 2883 471 755 N A 1075 1428 1838 2316 28M 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N A 1075 M28 1838 2316 2883 14'0' 1Z 8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706EN/A IOD2 1328 1697 2127 263D 14'6' 13'4" N/A N/A WA N/A N/A N/A N/A N/A N/A 783'1234• 1421' 1779' 2188• 2662' 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A 710'116" 1331' 1660• 2032' 2459•17'4" 160" N/A N/A N/A N/A N/A N/A N/A N/A N A 548' 952' 1117• 1379' 1671' 1997• 19'4" 160" N/A N/A N/A N/A N/A N/A N/A N/A N/A 420' N/A 750• 950• 1177• 1415' 1676' NO, 188" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340- N/A 598• W. 3114' 134V 1468• 24'T 228" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 250• N/A 1 450- B50• 1 '680 1D90' 1220- • PRESTRESSED '• B' W/2" RECESS U-LINTELS Type A = Unfilled no Reber; Type B= ConOnuous Grout, Stee I per P Ian in Bond Beam On ly; Type C = Contlnous Grout,Steel per plan In Bond Beam & Lintel LEGEND Q 8x8 FILLED CELL W/ (1) - #5 REBAR - - BEAMS ■ i 8x8 FILLED CELL W/ (1) - #7 REBAR' a HEADER - WIDTH TO MATCH WALL GIRDERS [QJ 8x8 FILLED CELL W/ NO REBAR REDD PLUMBING WALLS (FOR REFERENCE) ------- -- ---- BEARING/SHEAR WALLS (FOR REFERENCE) # 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR WALL) ® BALLOON(IN FILLED CELL W/ #4 REBAR WALLSMIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS EIEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) I 1 1- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYRE GRAVITY Ibs 1.0 UDLIFT 116s)(m 1.6 LATERAL 16s 1.6 META16 8 0.148"xl-1/2' .- 1450 F3: 340 F2: 770 HETA16 9 0.148'x1-1/2' - 1810 F1: 340 F2: 770 (2)METAl6 1- 10 0.148"xl-1/2" -- 1875 F1:680 F2:770 (2)META16 14 0.162"0-1/2" -- 1795 F1: 1285 F2 : 1080 (2)HETA16 Is 1-ply 10 0.148"4-1/2" -- 1920 F1:680 F2 : 770 (2) HETA16 2- or 3-Ply 12 0.162'x3-1/2' -- 2365 F1: 1350 F2 :1430 HSTM16 8 0.148"x1- 2" -- 1110 F1:120 F2: 90 4 1 4.1-3 4" CONIC SCREW LGUM28-2 6 3 8" x4' TITEN RD 8250 2435 6 34"x232"SDSSCREW MSTC28 36 0.148"x314" 3460 MTS32 14 0.148"xl- 990 (21 MT512 28 0.148'xl-1 2' 1980 MT516 14 0.148"xl-1 " 990 HU210-2 18 1 4" x 2 3 4" CONC SCREW 3500 ism0 10 0.148" x 3" HTS16 32 0.14B"xl-1 2,890 2 HTS16 16 0.148"x1-1 2" 1310 KT520 24 0.148"x1-1 2" 1310 LSTA12 30 0.148"x2- 925 LSTA18 14 0.148"x2-1 " -- 1235 - LSTA30 22 0.148"x2- 1640 MSTA24 18 0.148" X 2 2" 1640 2 MSTA24 36 0.148" X 21 2" 3,280 MSTA36 26 0.148"X23 2" 2050 2 MSTA36 52 0.148" X 21 2" 4100 MSTA30 22 0.1 "x2-12" 2050 MSTC28 36 0.148"x 314" 3,460 MSTC52 62 0.148"x3-14" 4735 MSTAM24 0448'X 3" IA25 -- 5 MSTAM36 13 OA48"X 3' 1,870 -- B 14"X214" 12) MSTAM36 26 16 0.148" X 3" 4`X214" 3740 -- MSTCM40 10 1 214".2-1/4" CONIC SCREW - 28DO 14 0.148"x3-1 4" MGT 22 0.148'x3' -- 3965 I F1:775 F2: 52S 1 5 "ATR HGT-3 16 0.148"x3" -- 10,790 -- 2 34"ATR vGTR or 2225 Fl: 650 F2. 630 16 14"x3"SDS VGTR/L 2 5 "ATR _ 554S F3:650 F2: 630 32 4"x3" SOS VGT 1 5 'ATR _ 4. 1185 F2: F2: 590 16 1 4"x3" SDS (2) VGT 2 5 "ATR _ 7185-2* 8890w 3.1v F3: 1185 F2: 590 32 1 4"x3" SIDS DTT2Z 1 8 1/2"ATR 14"x3"SDS _ 1825-2x4 min 234522x4min RTT4 I 5/8- ATR -' 3630 -- 18 0.148N3-1 " HITS 1 5 `ATR 4670 -- 26 H775KT 1 5 'ATR -- 5445 -- 26 SD 910x2-1 2" ABU44Z 1 5 8" ATR 7570 1900 -- 12 0.162"x3-1 2" ABU66Z 1 5 ' ATR 18205 2475 -- 12 0.162%3-1 2" H2.SA 30 0.131"x2-1/2" -- 565 F1:110 F2: 110 H10A 18 0.148"x1-1/2" -- 1340 F3:565 F2:285 H10A-2 18 0.148"x1-1/2" -- 1080 F1: 680 F2:260 HUC48 14 llW'x2-3/4"CONC SCREW 35DD 1135 -- 6 0.148"x3" HUC414 24 1/4'k2-3/4"CONC SCREW SOBS 2015 -- 12 0.148"x3" LUS26 4 0.14SN31" 965 1165 -- SPH4 12 0.148"xl-1/2" -- Side :640 Cemer : 1280 -- DTC clips 4 3/16-x2-3/4" CONC SCREW Fl : 85 F2: 235 2 OA31"x2-1/2" A35 12 0.131"x1-3/2" __ -- Fl :650 F2: 670• SOWC15600 1 SDWC15600 -- 615 F1: 130 F2 : 225 SIYWC15450 1 SDWC15450 295 F2:150 MTU26 20 0.162"x3-1/2" 3200 1250 -- 14 0.148'x3" LGU3.63-SDS 6.720 5,555 -- 12 1/4"X212" HDU8-SDS2.5 1 7 'ATR -- 7.870 -- 20 14-X2 2"SDS HDUll-SDS2.5 1 1"ATR -. 11,175 -- 30 1/4 - X 21 2" SDS THD26 20 0.162„x 3" 2940 3240 20 0.148" x 13 2" THD28-2 28 0.162"x 3" 4310 4860 -- 16 0.148" x 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EO EOUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCINGIREINFORCEMENT CJ CONTROL JOINT GAV GALVANIZED REDD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #142 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL-C & C Pressures ASo 19feRlv>• WMdArca om Gabe RoofCpmems Hi Components Roof Wallco hems Zane 1 Zane 2 Zone 3 zone 1 2ane 2 2orc 3 lane 9 2one 5 A- 100 SOFT (3 rders) 37.1 -35.3 17.3 -42.7 17.1 -49.0 14.8 .30.3 14.8 -36.5 14.8 -365 311 -34.1 3L3 -360 A-SOSQFr Wnd- 19.2 -40.4 19.2 -54.9 19.2 -63.9 18.7 -36.0 18.7 -32.7 18.7 45.9 327 -35.9 32.7 -4L3 As105QFT(Fasteners) 242 -520 24.2 -83.1 242 -98.A 27.3 39.0 27.3 -67.5 1 27.3 1 -67.5 3G5 -39.7 369 -49.0 Components and gadding Pressures (ASD) - 2023 FL Positive Negative Width Height Effective Pre SSule Preswre Desaio 7= lftl ffil A1saff121 1RsfS LRA 16070 OHGD 16 7 112 30.8 -344 3068 w/3010 TR ENDS 3 8 24.0 34.6 -45.1 3068 ,13010 TR 4 3 8 24.0 346 -37.7 3080 DOOR ENDS 3 8 240 346 -45.1 255H 4 3 5.25 15.8 35.6 -38.7 60685GD 4 6 6.67 40L0 33.4 -366 2868 DOOR 4 267 6.67 17.8 35.3 -38.3 3050SH 4 3 5 15.0 35.7 -38.8 30505H END5 3 5 15.0 1 35.7 17.3 20405H END5 2 1 4 BO 365 -49.0 60805GD 4 6 8 4&0 32.8 OC9fN PRIS9RES SIIO'W ARE Mike ALLOWABLE VALUS VALUES ARE TO BE NOBASED AS REWRED BY MORE STINEiNT LOCAL REOUIREYENTS O@O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE No. 86 �AQ SSA OF AL 1E?� . 1III II i3?E� t`wp6 EO SeaE mE ®QSQ�B'Eao 8�6s Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M O Y O A a z W LU o� ~1 W W O 04 c7 E- x U ir Lu x Q x [� N Agi C 04 t_ DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS �5.1 J oe�L� �f6TONTACT It AW ION WM Q?rtR6LraR NO 6TE M1TIof COrCiIVCTICsI llClE ORYN"d W NOf FOR YR lTR4TFdL o ee �e pe RE (P Alr GFAWAMR ror MEIIM OrE1RA P.0 EfC10ER 11He?W P drD 11E I III MpOIR"L aE III DRde�G!llWl EE RTO GQRPKTOR AT RIB NCColWItl COL511CLrIGM lWil TWCORRl A66MEO. PF.COVIbft- ASWE!-11E IEORMptrtT r0 dLl RE LFCI"! C OGAI e111.DIG aHGtdLE T OCfRT YM VAMdRD'G coven c 4-) ai °o a ova o W�a off= W W q � Q O FROM x �aQ RiR1Y D11E OYt116m �a � u-rapma w.ra�oq aeriwi[ (AVER SXEET P �P 155 R,�k �°- CcCSst�