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HomeMy WebLinkAbout37714 Dusty Saddle Ln660 - FILLMORE Garage Left - Elevation I SHEET INDEX NUM5ERr SHEET NAME: NUME5ER: SHEET NAME: CS COVER SHEET CS-3 SQUARE FOOTAGE CALCULATIONS E-10 ELECTRICAL PLANS - FIRST FLOOR F-1.0 FOUNDATION - SLAB PLAN A-32 MISC DETAILS 4 MISC DETAILS A-1.0 FIRST FLOOR PLAN A-3.10 FRONT/REAR ELEVATIONS I/ROOF PLAN A-3.11 SIDE ELEVATIONS I A-4.0 BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT N AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED t SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS Or: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, STH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL SUCTION; I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) 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 (B.S mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO ISE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C526. INSTALLATION Or EXTERIOR ATH AN F APPLICATION T T TH NT L tlVG D RATTING REQUIREMENTS TO PER E CURD APPROVED BUILDING CODE AND ASTM C 1063. FI-CCfW; L EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES, IF THERE 16 NO ACCESS TO EXTERIOR TWROUGHI A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING WEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNITS WHERE THE OPENING Or AN OPERABLE WINDOW IS 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 Or 24 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS TWAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 NCI -ES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS. AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION N SUCH MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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. WINDOW INSTALLATION: 1. WINDOWS STALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANLIFACTURER9 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW 1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH : I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT 88" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. 1. CEMENT, FIBER -CEMENT. OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CII1S AND INSTALLED WITH -8 x 1-1M" 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 PESTICIDES, 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 Or THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY TWAT CONTAINS TWE FOLLOWING STATEMENT: "THE BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION or SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT Or AGRICULTURE AND CONSUMER SERVICES." 1. 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 NSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY nQUIREMENT SCHEDULE EXTERIOR WALLS (FRATE) R-S EXTERIOR WALLS (OLOLK) 4.1 FOIL ATTIC CEILMG R-38 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE OWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT Or STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI4113. 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 UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAW- 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 M15MAS.1 THROUGH M502A.S3. 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 (0.18 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (Ib RAD) 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 NSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE T THE . T A A T "THIS RY R EXHAUST DUG ENTERS E WALL HE LABEL SHALL BE R HE WORDS 9 D E EXHAUST SYSTEM IS 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. I S SUED : 02/ 12/2024 VERSION: 5.0 SQUARE FOOTAGE AW ASSET MANAGEMENT SM FT. HEATED AREA Sq. Ft. MAIN LEVEL 1100 SECOND LEVEL 0 TOTAL AMR SO- FT. (8WCrff1A)j 1700 METHODOLOGY. ANSI Z7BSY008 The total area ab fated from rie oua ids-M-ouhide of framing, kcAwing optional Tinished besamant 00" as shown. This area excludes stairwell at highest keel above grads, garage, emend paWffi .. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES TES 0 2. 3 2®24 REVIEW DA CITY OF ZEPNYRHILL PLAN EXAMINER . V D e Z2l V ffT ALL L BAD sm by, i-J }y J O O W °a A` W 1G�� Q {J� } LL 0 A wpm aQ v N M � O -' rn (ri rz V1 � C) 7 Uzi V =ao Q A O 1�1 w Ed L x O A C~a c r WIN I J MMIYM: NE VERSION: 5.0 mgm COVER SIEEf R $W# :: �sl SQUARE FOOTAGE CHART ELEVATION T FOOTAGE CONSTRUCTION AREA CALCULATION HEATED I CONSTRUCTION AREA Sq. Ft MAIN LEVEL P13-I TOTAL HENTEDMOICTItLICTION ARFA PWCMWQ 1737 METHODOLOGY. ANSI Z= = The total area calculated from ere oubide•to-oubide of taming, ncludinp optional Anishea easemeM optiorm as shown. This area exdudes staUwee at highest level above grade, garage, covered patiofporchn. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. 6ARAOE 423 COVERED PATIO qb FRONT COVERED PORCH 30 TOTAL BULDING ENNBOPE PWCMWQI 2B METHODOLOGY BuSc" Envolopo Mae: The total area calalsted, wOj& g Hes"Conabuctlon area as calculated, and also hxdudhp garage, covered Patio(Paches. MAXIMUM DEPTH MAXIMUM WIDTH '#MAXIMUM BUILDINS HEIGHT A.F.F. en"caulc a ecae 114m a I. EgDp tdtffad.ln1 OF. CdPT alta STATE ���a«H E r. J �O+ J a) Qi Q Z 6 M 0 As�l A` (u J LL m A e � mo■ wimp. m VERSION: 5.0 �10111 SQUAW RMAOE CM.CWTww ..8a CS-3 EEWI APFI DEV£LOR4M DO NDT SCALE TI W DAWM YLWT.ILDM OR UATMON GOORIAI: SEDIRED FOUNDATION PLAN NOTES OffmCOSINOR WON, INIUMi ENE PLaHE 0 3)a PAD DR40" DO NOI CNLW WECNG tfa MTM FCR ANY 40'-0" OVERALL ALL WOW SHALL BE INRSCT SICO lKfANITH CE WWLDIN6 'FRO by slacum�ia►a�lert OF CODE. RESIDENTIAL, AND COUNTY 9W-01140. DEPARIMEW. ymml MY DMOWA M M'MM4 ORRNAM ftv I SAIAEAS tlAETE CONSTRUCTION WLL OCCIREIWO. UEIE DRAM MdW AEICYAAS GWDFfAN.E.db 611E SWILL SE REPORIEL VW FLL SHALL BE fSBtY COMPACTED. CLEAR WICLAY C/NETI&TI SMALL PROCEED MATERIAL: FREE OF ROOTS, MANIC MATTEK OR DINER INTL MIND PD. NE coma om: AI.EEE THE WMRIOR BEARNG LOCATIONS "LLD BE COMNAIED I MWWMLI1T O MffT ALL WITH TF W MA"ACIURER T STRUCTURAL ENGINEER R�6To �T I 6T� mLDNGcoDEa PROVIDE SOL TREAnW AND VAF OR BARKERS AT ALL SLAW IMIEWIPA 4-j Q I II 9 II IO•_e^ •_4. A_ B S_4 L o`n d• CONCRETE SLAB MIN. III SI�XLL—T1 m tPATIO FLOOR PLAN NOTES PROVIDE 4' (MNKIM) GYPSIM BOARD SEPARATICN AT WALLS AND 5/8' TYPE X CEILBGS IN TIE GARAGE ADJACENT TO THE FAIN HOI15E AND ATTIC AREAS WASHFG MACWI E IS ALWAYS LOCATED LEFT OF THE DRYER IN LES6 NOTED OTIfRWISE ALL EXTERIOR WALLS ARE DRAWN AT B' CPU WLES6 NOTED OT14EIWSE. ALL INTERIOR AND COMMCN WALLS ARE DRAWN AT 3 Vl' JU56 NOTED OTHERWISE. HEADER FOR FIRST FLOOR 6 AT B'-0' W S'-A' CLG I SECOND FLOOR EN AT 1'-0- W BCLG HANDRAIL HEIGHT $HALL BE 36' PEA& ED VERTICALLY FROM THE NOSING OF TIE TREAD. (•) DENOTES ECM56 WINDOW BOOFRAME� CLOW m RTsm cWomm.. Bcv .O®I'M.S R B HVAC RAISED PLATFORM VBI1 PRIMARY BATH S'-4' CLG VINYL PLANK 5 75 514 r•) 75 544 1-) 75 SH 0+ 75 5H # - 0 SET SOFFIT s PRIMARY FAMILY SU 1 TE ROOM v 5'-4' CLG, 9'-4' CLG VINYL PLAN, VINYL PLANK - COVERED PATIO �. S'-4- CLG AFF. s - CONCRETE 9 34'.60' SHOVER 5 u/ OPT. TEMP GLASS 3'- "-4" ENCL05U1E Iw i ]5 SH 2.6 WALL . 9 34 I!1' AFF. WB DINING ROOM -T�• - S-4' CLG VNT'L PLAN, m X o o m - �n In Sw WISP s KITCHEN — JLl CLG B'-0' H. .DvINYL I-- PLAN,DROPPED_0� 4S'-4' 2,_I„ ._ yi., 2�-5Y„ 5'-5' LEADER-21i" RANGE WMCRO R PANTRY .c)--ol m -- - s - - - BEDROOM 3 v�R LOCATION ;-I , D LAUN. ; v B'-4' CLG VINYL PLANK _ J _ - i �:� S'.4' CLG Q VNTL RINK -.� VINYL PLANK a RIB n m = B 4 b 4 °.' 1, - "o�oI ° �Po 9 2'-I0" OPT. GARAGE LLLfLLS COMMON WITH LIVING BOLLA%D, AREA FUSi NavE IR' DRYWALL 4 M1 RIS 2•-4^ (TYP) SEPARATION (M5170 MIN FIRE) -- 7i HVAC ON RAISED M'AC (5) SH. .:-.- - PLATFORM, STAR: CLOSET S'-4Vi" ..... ........... PER DETAILS 'B AW = 3' 4" _ e ATH 2 2-GAR , 9'-4^ CLG GARAGE s VINYL PL a FO ER e CONCRETE 13'-4 CLG w INYL ANK $� 30X60 TIB911011ER L 9 v `ELECTRIC PANEL WALL N r n _ _ _IRIS_ � a m BEDROOM 2 9" 9'-4' CLG m VINYL PLNK A 9 ' 16'-0' • 1'-0' OH. GARAGE DOOR _• :10" 2' 7" 3'-4" 2 -2" - m '1'-4' CLG AFF- O - (11 11514 !•) 755H f•) AT 8'-0' HT. FIRST FLOOR PLAN - ELEVATION'I' wNE:T.Taa>=w SON&w-iw"" a .©. @Ml Aril DEVELOPT•ENT DO NOTSCALE T1E•l ORAWNGS VERIFY BWlDM OREMATION W COT TOR AND SRE PLANS WOIE C0 6TRGTKM TIESE DRAWW DOW CONTAIN SKCFIC KLRIATIW FOR ANT BTRGTIRAL E JR'WS (10 BE PROVIDED BY BGHMR OF RECOFID). ANT DBGMPANCY (DPIN5M. OIIBRATION. ETCJ TIMLE DRAaLWA UD TIE ASSOCIATED DRAYN-A rIe/a SITE SHALL BE IMPORTED T CONTRACTOR AT ONCE NO NO OONSTRICTICN SHALL PROCEED 1.11111. CORKCTED. TIE OWRACTOR ASBIES TIE FESPON Sft TIY TO MEET N-L 1MORET'ENIS OF LOCAL BN.DNG OFFICIAL$ A TO COMPLYPLY .RH STA DADFGCODESLE O� M O -' Z cc O CC� C h z M U —aa 0 Q A O W E a `� G7 � ] X A R Co r H W Co M N L I OIIS.IR IIIE VERSION: 5.0 FIRS7 FLOOR PLAN 8TP IA-1.0 ROOF PLAN T Ef/Ee 1f►.MpEOq ATTIC VENTILATION: (300 SO FT ATTIC SPACE / I SO FT VENTILATION) CALCULATIONS REFLECT SOX. ROSE AW 50F SOFFIT VEN75 2254 5O F7 NXR ROOF ATTIC / 300 50 FT / 150 FT : TV SQ FT YEW71LATICN OFF -RIME VENT . 104 50 N EACH (4' VENT) SOFFIT VENT : S SO N EACH TV SO FT . 501E . 351 50 FT HIGH 3V SO FT LOW HK.H VENTNG 3.8150 FT . 144 50 N .545b4 SO N REQUIRED (b) OFF -RICO¢ VENT . 104 SO N .624 50 N LOW YENTNG 39150 FT . W SO N :Wb4 50 N REOJIFED 54564 / 5 : 6I SOFFIT VENTS (CONTN.10115 VENTED SOFFIT) Q 6� b' RAISED 9T0000 1R11 COACH L1GM PER COMM SPECS El ElEl El El El -- a=ao�0000 _ STUCCO TRrl VITNI�tt D � � El � � D 5LCCO PER �JEl[71El[7111El 171 FRONT ELEVATION T Ecre u-+wp,n>7 erae,Atira�eq 1. O CErEWITOUS STUCCO PER CRP,. SPECS. REAR ELEVATION'IE Ecre+w•ropmn Erne ur-l'4W P 6� b/Q PITCH ARCH SHNGLE ROOF (TTP) Q �b b/Q PITCH ARCH 5HNGLE ROOF (TYP) 4'VENi b/Q PITCH ARCH SHNGLE ROOF (TYP) 4'YE 6/11 PITCTC H ARCH 5HOXLE ROOF (TTP) OE �b —b'FREIE - EXTERIOR 2 PLASTER ON FRAM r bl FLR CEILNG u O 9 WNDCW LNE O K w L — 6' HEADER TRIM y 0 � � r' SILL 4 SIDE TRH (TYP) FN FLR ELEV bl FLR CEILW _ _ WI�LW LNE a� FN RR ELEv son 4N ceE OONOTSCALE THEN DRAIIM b vERMA -D T RCTM AND STEPLANS BEFORE CONSTRICTTIEN OKDRASNADO NOT OT" FOR SPECIFIC NFLRLTI NT FOR d E 6TROVIDEDXYLIRAL F113'BRb R F PROVIDED B BYCNEER R RPENS dNT DI&CIREPWATICK CY ET (DFE THESE DRENTdT ARTC) SEMEN THR7E ALWA .vO TIE IE DRAW ASSOCIATED D L ISE REPORTED PORT bIT SHALL !E NCEAI 1 O*TMCTOR dt P4'Z ROC ED fA INTL ION R CTE PROCEED UJTIL CORRECTED A ED. 6 T CONTRACTOR lTO ME TIE FEnMIWS m TO AL I LD ALL /E4IA1.8A TO OF -LT MSTATE ILIdLb R TO CO'PLT WrH STATE EULDNfi GCCfb CIN M = O J cv� L vI � O � p4 U z V —Qa —moo Q A O uL x co [� CID N L J oRElw: RE VERSION: 5. .wwAE F RONVREAR ELEVATIONS A ROOF PLAN swo -3.1 01 CEMWITas STUCCO PER CO?t SPECS. 610 PITCH ARCH SWW.LE ROOF (TYP) H RIGHT SIDE ELEVATION'I' eDRe WItW O W) sma vM14a poll 6� 4'vENT A'vENi �6 Q 6 6M PITCH ARCH SHMLE ROOF (ttP) Q �6 6(12 PITCH ARCH SH6GLE ROOF(TYP) IM FLR CEILW3 _ YRIKN LEff 0 m FIN FLR ELEv . - wmxtU LEE v 0 � ro CEI'ENTlTlg15 STUCCO PER C(M1. SPECS FIN FLR ELEv, LEFT SIDE ELEVATION'I' eDueWke Et-ra ryMtl IInTv peq OW AIM DVELOFt4HT DO NOT .,", IIFSE DRA~ VERB al"44 ORENIATION 01 CCNIRACIOR AV VM PLANE MORE CONSTRCTA?1 TIEEE DRAWrA DO NOT CCNTAN SPECFIC WCATION FOR Ali 6TRCT RAL E XIM (TO BE ■M'UED ISY BOOM OF RECM1 AN, DSCREPANCY f.EENIION& ORDRATpy ETCI TIEEE DRAIRYd AND TIE AMOVATED DRAIMA i on l1AL SL BE REPORTED T CONTRACTOR AT ONCE Ap NO C4"TRCWAL L ALL PROCEED WR COMECTED. TIE CONRACTOR AWLPED NE FESPONbmrty TO TEST FE'E ALL REOIREPS OF LOCAL BULDM C W S A TO DC KY YTN STATE TL BDM CODE& � 0 J � � N � BAH` v W O TQ J ^> W LL W � q U Q a � ►Ti n M � rn C7 � Z cc �0 v� O 64 c z M V -moo W Cn C �Vj F-+ M N ZOIL I L J YIRRIlB FME VERSION: 5.0 7SID E ELEVATIONS -3.11 BUILDING SECTION NOTES PLEASE NOTE: RESE DETAILS ARE STRICTLY AWAITECNiAL, REFER TO STRUCTURAL SHEETS FOR MORE 6FORCIATIOI SECTIONS SIMILAR TO OTHER ELEVATIONS AND FAEN U51I, 2.6 EXTERIOR WALLS 6 a W W W of 5(B STUCCO ;COLUMN DETAIL F 1^1'a p1X17) ect F'FiE-MANFAC71FEp TI2155ES INSULATION PER FBC AND E1EEdiY FORI SUBMITTED WITH PERMIT APPLICATION POCKET W.I.G. LAUND. OFFICE BEDROOM 3 COMPACTED. TEWTTE TREATED 501L RNAPOR BARRIER BUILDING SECTION 'AA! W AI E vr.fr W-to B18NTXM T�OM1-MLBM1X11BYM TIGYra�' Q Q b� �b Q� PRE-nANFACiIRED TRSSES b 0 FAMILY ROOM L i BUILDING SECTION'BB' KITCHEN COMPACTED. TER11TE TREATED 5OLL RNAPOR BARRIER N5ULATICN PER FBC AND EIERGT FORS 51.11VITIED IUTH PER1R APPLICATION 4L FLEC ILMG_ _ _ _ WINDOW LINE_ FIN FLR ELEV FOUNDATION (SEE STRUCTURAL PLAN) Q FOYER I I I PORCH bm PITCH ARCH SHINGLE ROO lTYPJ bt FL$Cl rYa_ WNDOW LNE� F. BOOR FOUNDATION (SEE k- STRUCTURAL PLAN) e son AV DEVEIORW DO NOT SCALE TIESE DRAWWA VERET MXDN3 ORENTAigI 1I1N CO CRACIO7R ND SnE PLAFO WORE COOTRNCTIO. TESE ARAMCA DO NOT CONTAIN SPECFIC N:OIdLlm FOR AM 6711IlCARAL EL6184TS (TO BE PQOVM Or EWAIER OF MODW). ANT DBCREPAIC' 'MR45 10, OREMATION, ETC/ BETIAMN TIESE DRAWA AND T4E A950GAIED DRAER(A � 6RE 514AJL BE IEFORIEO To f.ONTRAOTOR AT CAM MD NO OONSTRGTION SHALL PROM UNM CO.ECTED. TIE CONTRACTOR AWLIMS TE RESPONSGLTTT � TO T ALL REOA V" OF LOCAL BIN -DM OFFICIAL5 T TO CQRT UTN 6TATE BULDEO ccmel � 0 �Q) I � �N Q1 �Y o Z W 0 � a% TQ J � A\ W LL p W Q L) Q x Qa CIS M = O J c� Z0 cv O M pC, 5 z U —moo � oA� �w L J ORT.IR I FM VERSION: 5.0 f6lINE BUILDING SECTIONS @MR TAra(11RT7( BAM110N T�gRll-NLB1LRBgNilR�N1 N'NE UM1TP mm ELECTRICAL LEGEND GAB GAS LIE RECESSED CAN LGHT Cw COLD WATER M FLUS44 MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LGHT ELECTRICAL METER WALL SCONCE d' DISCONNECT SWITCH FLUORESCENT LIGHT .4 BULB $ SWITCH O FLUORESCENT LIGHT R/ 2 BLEBS $3 3-WAY 50TCW ® VAPOR PROTECTED LIGHT 4 $ 4-WAY SWITCH O EXHAUST FAN $ DIMMER SWITCH EXHAUST FAN R/ LGHT 4 BU NON EXHAUST FAN R/ TEAT 4 LIGHT 6 DUPLEX OUTLET ® SMOKE DETECTOR 0 OUADP EX OUTLET ® CARBON MONOXIDE DETECTOR SWITCHED DUPLEX (1 THERMOSTAT LET F_Uc)P. FLOOR OUTLET DIRECT WIE GFI vy GFI OUTLET T PHONE JACK wvGVI WATER PROOF GFI U) OUTLET T MEDIA JACK CEIL MG MOU OUTLETLET Y CABLE TV OUTLET 22C ® 220V OUTLET DOOR CHIMES CEILING MOUNTED ® SECURITY PANEL w LK,WJT 4 HANGING CEILING FLOOD LIGHT MOUNTED LENT n n C-#-7 CEILING FAN C- -D CEILING FAN a/LGHT ELECTRICAL GENERAL NOTES SWITCHES TO BE 45' AFF. RECEPTS TO BE T1' AFF. - 42' F OVER A COUNTER ALL WRING TO BE N ACCORDANCE WTW NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.D(A) AND SHALL BE INSTALLED N A READILY ACCE560LE LOCATION ALL 91OKE DETECTORS SHALL BE HARIARRED INTO AN ELECTRICAL POWER SCARCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT NTERRIIPTER SHALL BE PROVIDED AS REQUIRED IN NEC 21ONA) AND INSTALLED N A READILY ACCESSIBLE LOCATION IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INJURE THAT ALL ELECTRICAL WOW 15 N FULL COMPLIANCE WITH NFPA 10A - NEC AND ALL APPLICABLE LOCAL STANDARDS CODES, AND ORDNANCE5 PROVIDE INTERSYSTEM BODNG TREMNATICN AT SERVICE LOCATION PER NEC 25054 LUMINARIES N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16(A) 4 (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED W% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HGH-EFFICIENCY LAMPS REFER TO ENERGY CALCLLATIONS FOR ADDITIONAL INFORMATION PROVIDE THE REQ RED CLEARANCES AROUND PANELS AND DISCONNECTS N COIPLINDE WITH NEC 11026, ALL RECEPTACLES 5 MALL BE TAMPER RESISTANT PER NEC 406.12 THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ORE RECEPTACLE CUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210,12 (B) DWELLING UNITS. ALL 00 VOLT, SINGLE PHASE, 5 AND 20 AMP BRANCH CIRCUITS SIIPPLYNG OUTLETS INSTALLED INDUELLING UNITS. FAMILY ROOMS. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES. DENS. BEOP40M 5UNROOMS. RECREATION ROMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AF-CI, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. EXTERIOR GARAGE 200 AMP PETER MAN COMBO 00 AMP MAN LUG INTERIOR PAWL 4V AL SER CABLE GROUNDING ELECTRODE SHALL COMPLY WITH 5EC 25052 ELECTRICAL R15ER DIAGRAM N.T.5 STRUCTURED — MEDIA CABINET TO INCLUDE CAT5/6. COAX. USE, WIFI ROUTER SPACE AND POWER VERIFY EXACT RECUIREMIM, LOCATION AND MOUNTING 1EIGH1 PRIOR TO INSTALLATION DEDICATED 50 NPS m NE H -50 MA 240V) IFBY CODE E RELUIFED w J c C-rc-FI �W I V I 4 NT M CFI &22(. GFI n Aw J e I 2'-6k F /r L �® (^I tDQ A O FIRST FLOOR ELECTRICAL PLAN - ELEVATION RIR on AIM DEVELORW DO NOT SCALE TIEN DINGS VEWY BADIM. OINVATION WITH CLIAIFACTOR AIp MITE MANS BEFORE C40016TI CTION THERE DRAW" DO NOT DOWAN WECFIC NORTAIION FOR dNT 5TRCI1UROL SIM MS (TO BE PROMED BY ENGINEER OF REOORDA ANY DBCAEPARCT lDItN4p15. OR IMATIM ETCJ nD DIIINGA MD GTE A5DAXINGS D RAWCb rd/TE INT IMLYI fR BE REPORTED TO CQNIIFACi01F AT AU ANC NID CQ15TNM CON RECTE PROCEED I4TR COIBELTE IES T CtSPONSM IT ATO EE GAL IElPaGERm LOCAL 8 ALL IF OFFICIALS A TO OF LCCdL BALDATE CIaL6 H TO , OOD STATE IW eDIG cooEe M � Ol J ►--1 (D 0) 7 cc O n 64 c z UUJ —aa J 0 -j �. 0 0 a E Vj RrWR' •` � r] l L a A moo C�k a r N L_ J OY�NR RE VERSION: 5.0 �iiiiEuw ELECTRICAL PLANS FIRST FLOM swo E-1.0 HOUSEVRAP 6ARRSTR IT JOINTS) OVER EQEBOR SHEATHING PER SPECSN TO OVERLAP RURIERIffi RUBBER® THRU-WALL MASHING. EXIED UP B' VERTICALLY (f MIN VERTICAL PROJECTION ABOVE SUBR.00R). TRIM TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING NOT TO SCALE HOISEWRAP BARTER NAPE ALL JOBS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING FLASHING ro oveBAr RING FELT BETWEEN SEWRAP BARRIER AND X VENEER -TYPICAL UP RUBBER® THRUYWALL - - RASHIG. EXTEND UP Ir - TSB ROD FELT BETWEEN VERTICALLY (f MIN HOISENRAP BARRIER AND VERTICAL PROJECTION AROVEWPLOOR). - - BRICK VENTER -TYPICAL TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET 3 HOLESAT COURSE OF BRICK )VE FLASHING -2A' O.C. WEEP HOLES AT COURSE FRONTALLY a ABOVE FLASHING - 2C O.C. SOLID GROUT BEHIND HORIZONTALLY AST COARSE POURED FOUNDATION FOUNDATION WALL BRICK RIDGE THRU-WALL FLASHING @ BRICK LEDGE HOISEWRAP BARRIER - NOT TO SCALE RER TO DETAIL FOR CUTTING COORDINATE 150 BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER S SPECIFIED FOLD HORSEWRAP DOWN OVER HEAD R/SFNG AND APPLY CORNER PATCH EXTENDING I'MIN. BEYOND BARRIER CUT INSTALL HEAD FLASHING OVERLAPPING WIDOW RANGES A MN. OF 2- INSTALL UNDER HOISEWRAP APPLY JAMB RASING OVER SIDE WINDOW RANGES -MN. 1'ABOVE HEAD AND S OVERLAP AT SLL INSTALL WINDOW OVER SEALED AND R/SHED PREMANUFACTURID SILL PAN BEFORE TAPING- FILL ENTIRE INTERIOR PERIMETER GM W / NON -EXPANDING FOAM OR SEALANT TAPE SEAM OF OVEBAPPING PLASTIC SILL BOOT PREANNUFACM ED PLASTIC SILL BOOT WINDOW OPENING FLASHING NOT TO SCALE FRAMBIG ST'STEM RASNNLsaC AROyJE1SEID \ CAST MK SU / TRICK ROWLOCK- \ REELt TO E. 1 BRICK SOLDIER (OR) S BRICK COURSES - REFER TO ELEV. THRLLWAL MEMBRANE RAVING WAINSCOT DETAIL NOT TO SCALE NOISE WRAP OVER WAIL SHEATHING - PROVIDE B40UGH OVEBP TO COVER METAL RASHING, AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SDNG PER SPEC 12-BENT METAL FLASHING - EXTEND T VERTICALLY EXTERIOR SEALANT I CAST STONE SILL OR BRICK ROWLOCK- REi3! TO ELEVATION NOCK IE WE P HOLE THLLWALL MEMBRANE RATHIG TO FACE OF BRICK W/ MN. 2f VERTICAL LEG. LAP LNDER BUILDING WRAP. 7AT'STUCCO OVER FRAME (SHEATFNG.2 LAYER WR.B_ LATH AND STUCCO) - PER SPEC PEEL i SUCK BRIDGE RAVING. SHNGtE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS CAP SINGLE - DO NOT STAPLE OR NAL 200E CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMElT- PER SPEC PEEL L STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING INDEBAYMENT 616 CORROSION RESISTANT BASE FLASHING - PER SPEC PRE 14GRIEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACT REn INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WTH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE ( CAM DoWI REOCCURS — — REFER ELEVATIONS AND DENS SCALE: 3'• I'-0' 12 TYPICAL ROOF COVERING PER SPEC �s1E RooF PLAN TYPICAL ROOF TRIISSE PER SPK TYPICAL ROOF INSULATION PER SPEC �� DRIPS GE PER CODE 6 COMAS SPEC �, TOP CJAU. TYP. M. COG. REAR TO EEVATONS AIX794 -PERSPOC FASCIA PER CODE A CONK SPEC. Rea TO STRtK VIRAL TYPICAL SOFFIT REIN PER SPEC FOR TOM TO WALL TIE BEAM -REFER STRUCTURAL coHIDCTaNN iRNI PER EFVATDN PER SPEC B'CMU ROCK REEL STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICII INTERIOR WALL RI6H AND INSUATON OVER BLOCK PER SPEC WAINSCOT PER ELEV. PER SPEC r VERY FOUNDATION PROBE VARBY AL BASE TYPICALER LOCATION / CONDITIONS mcm" VERTDETAL FOR TERMINATION WALL FINISH AT FOUNDATION PER EEVADON A MATERIAL D RL R. • FEB TO PLOT PLAN FOR SLOPE CONFIGURATION NAT STUCCO OVER FRAME (SHEATFNG. 2 LAYEt NR9_ LATH AND STUCCO) - PER SPEC PEEL i SICK BRIDGE PIATFNG, SHIGIE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCR® - PER SPEC WALL PER MANUFACTURFk3 P67AILATION INSTRUCTIONS 'V RASING CAP SINGLE - DO NOT STAPLE OR NAL ROOF CEMENT BUTS' CORROSION RESISTANT BASE MASHING ITYP) PRE-EK'0NEE RED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PEt MANUFACF REFS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS CROOF TO HEAD OF WALL - SHINGLE SCALE 3'. P-0' Ron AM DFhLOREM DO NOT SCALE THESE DRAWWA VERFY BLLDR6 OREMATI N WTN CONTRACTOR! AID SITE M415 WM CONSTRICT WI THESE DRdWY.5 DO NOT CONTAIN SPECFIC WOMAIM FOR AM SMXCPJZ L E.D'FMS ITO BE RVJDED LL B<*EER OF RECORD) AA DBCREPCNCY (RPEIJN", OlaMATK.N. ETC) BETIM THESE DRAW" AND TIE ASSOCIATED DRAW66 4.0 STE 6"1 BE REPORTED T OONRtACTOR AT OHM Sip NO CQETRCT N SHALL PROCEED WTL CORECTED. THE CONTRACTOR ASSNES TIE WSPP6®LRY TO MEET ALL REOIRRIEMS OF LOCAL BAD! CLALS I TO CLIPLT LM STATE BUILDNS CODES N o U �J J N O-I a z ,s 0 0 I --I w � O TES {LJ1 Q w c � � u Q a ►Ti Q 00� M � O J aD rn (cc 1'1 v/ O c_ L � �Y, U z U =moo `oA W Q N h B Q cI 't04 co r� CO M N L- BHBNR ME VERSION: 5.0 N@RINE MISC. DETAILS TYPICAL 1-STORY WALL SECTION NOT TO SCALE -3.2 EXTERIOR FIBER CEMENT SONG OVER TYVEC OR EQUAL H OUSEWRAP OVER EXTERIOR SHEATHING AND FiMMNG PER STRUCSURAL DVAX C WDE SU Ap6RNG. SELF HEALING WATERPROOF MEMBRANE UNDER Y LAYERS OF BUILDING PAPER - TAPEA MCORERS CORROSION RBSTANT METAL HEM FLASHING WITH WRAPPED ENDS INTERIOR C WIDE. SELF ADHERING. SELF HEALING WATERPROOF MEMBRANE SHIM SPACE PER MANUFACTURES RECOMMENDATIONS CAUMTHC.TYPICAL WINDOW ASSEMBLY I SIALL®WRH CONT"JOUSSEA ANI MAD AT RANGE PRIOR TO NSTALIATION NOTE: VAN" ASSEMBLY TO BE FASTENED TO S,RUCTUIEE PER WIDOW MANUFACTURERS INSTALLATION REQUIREMENTS AM RECOMME DAIM HEAD AT FRAME WALL 5CALE: 3'. 1'-0' HORQ LAP SONG MAUR) FOR FRMG. PER M M INSTRUCTIONS O/ BUIDNG STRUCTURAL DETAILS PAPER o/ SHEATHING AS GYP, BD. OCCURS )PER STRUCTURAL DETAILS) IIQ STUCCO FINISH COAT CV FOAM TRIM SE: ELEVATION 216 Ix IND. TRIM SEALANT 21 RES DL JAMB JAMB snww TRACK ASSFMBLr GARAGE DOOR OVERHEAD GARAGE DOOR JAMB 51-ALE. 11/2". V-0" EXTERIOR SEF ADHERNG, Self IEAIRK' WATEPROOf MEM BRANE SILL DAMLONIpE d' ANN. lR JAMBS SEALANT OVER L-X= MATERIAL FIBERCEMENTSDNG OVER IYVEC OR EQUAL HOUSEWRAP OVER IXIERIOR 31HEAlIRNG AID FRAMNG PER HIORIZ LAP SONG INSTALLED PER MFRS NSIRUCIONS W BUILDING PAPER D/ SHEATHING AS OCCURS MR STRlK.TURM DEALS) LAP BUILDING PAPER MW T o/ GSM DEEP EDGE HAWING 24 GA GSM DRIP EDGE FIA9C..-- Ki S WATERSHHEID AT CORNERS . EMEND CUP WALL — WOOD TRIM SEE EIN FOR SUE WIDOW ASSEMBLY INSTALLED WANT CONINUOIR SEALANT READ AT RANGE "" TO INSTALLATION DO WOOD DAM WALLPLYWOOD, PANTED RACK BEND WINDOWS AT DORMERS, TYP. NOTE: WIDOW ASSEMBLY TO BE FAST8ED TO STRICTUE PER WRAM MANUFACTURERS INSTALLATION REQUIREMENTS MD RECOMMENDATIONS SILL AT FRAME WALL 5CALE: 3'. F-0' 2x RES DR. HEAD — GARAGEDOOR GARAGE DOOR TRACK FOR FLAG. PER STRUCTURAL DETAILS GYP. BD. 2X6 § OVERHEAD GARAGE DOOR HEAD EXTERIOR FIBERCEMENT SDBD OVERTYVEC OR EQUAL HIOISMAW OVER OITE IR SHEATHING AND FRAMING PER STRUCTURAL DINGS. E WDE SELF AD EIING. SW HEALING WATERPROOF MEABRNE OVER WIN LAYERS OF BUI DRK PAPER WEWR GRADE SEALANT OVER BACKER MAREBAL C WIDE SEE ADHERING, SELF HEALING WATERPROOF MEABRAM INTERIOR SHIM SPACE PER MAMIFACIIRES! RECOMMENDATIONS CAUU34G- YNCM WINDOW ASSEMBLY NAAIIID WITH CONTINUOUS SEALANT READ AT RANGE POOR ro NSTALLAIHON NOE WIDOW ASSEMBLY TO BE FASTENED TO SIRUCIIIRE PER WINDOW MAMIFACTIM INSTALLATION REOURIEMBDS AID RESIMME DAIKTHS JAMB AT FRAME WALL SCALE: 3'. I'-0' LAPE SKTNG MALL PER MALUF. W GRADE TY BLDG. PAPER O/SIRU,T. SHEAHING SEALANT 4 WD TRIM SEE ELEV. FOR SIZE TYPE TY BLDG PAPER O/ M06TOP )* MN LAPf o/ WINDOW HNSH $NATANT SLDRK GLASS DOOR FRAME SLIDING GLASS DOOR HEAD 5CALE: 3". 1'-0" 11W AMH DEVELOREM DO NO SCALE ,HESE DRALLWA VERIFY BULDNG ORIENTATION WTH CONTRACTOR AND VTE PLANS BEFORE C4MTRGTCN THESE DRANK! DO NOT CONTAIN SPECFC KOMATION FOR ANY STRICTIR,IL ELEMENTS fTC BE FRO) D BY BGIFffR OF RECORD) ANY DBCREPANCr fDR'ENrIpO, ORENTATIOL ETC) SOMEN TIEN DRAAWA AMC THE ASSOCIATED DRA/EGS AIdAP SITE MALL BE REPORTED T CONTRACTOR AT ONCE AID NO CONSTRICTION MALL PROCEED IINNL CORRECTED, TIE CONTRACTOR ASSD'ES TIE RESPOWTTY TOMgT ALL REOAEMEMS O LOCAL &XDW, CFFCLALS 1 TO C47PLY LIM STATE BHILDHG CODES O� M � O1 J � V 'cc (/1 1 7 M UzM VLLI =ao � oAtz ° W E�� � X �w � M N F- 7 7NRIRI AE VERSION: 5.0 .ETREE MISC. DETAILS B@TIF -3.4 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 81h 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 CIVIUSITE 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 SECTIONSIDETAILS, 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. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON 11. 10. CONTENT LINKED 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 WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G. OR HILTI HIT-HY-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 LIVE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECKIBALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & IJOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION 00F R TRUSSES USS S L2 40 L240 1' FLOOR JOISTS/TRUSS L/360 U480 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 U600 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 -N/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. GUARDRAIL/HANDRAIL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (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 G33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT ACI 315 - AND "MANUAL 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: SLAB-0N4VVDE: WITHIN UPPER 2/3 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; 1-12- MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION) AOANIST EARTH: 3' FORMED CONCRETE: 1-1/2- (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 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 Dl.4 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: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING 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 SHALL 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. 12.1100KED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL 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.) 6X6-W 1.4XWI A. 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 REINFORCEMENT FIBER LENGTHS SHALL BE 1/2' TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER 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 1-1/2 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 30SR "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN 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 REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP 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 -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING 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, BA KFILL RE PLACEMENT OF FOUNDATIONS FOOTINGS SLABS AND WALLS. HE SHALL C S BEFORE SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. 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 530,'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE QU S WITH ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES.' 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Prn = 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 PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 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 F WALL OPENINGS WITH 1 45 CONTINUOUS VERTICAL REINFORCING BARS.. C S O O 1) 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE 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 ACI HOOK #4 20' 3' 10' #5 25' 3-3/4' 10, #6 34' 4-1/2' 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. 11. GROUTING OF MASONRY WALLS 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 ACI S30/ASCE 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 3-48 -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.- INDS) 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 WOOD -BASED 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'x0.229" 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 12' 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 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fa= 875 PSI FG = 425 PSI Fr = 450 PSI Fc= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) 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"x2-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) 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: Fa= 1100 PSI FU= 565 PSI FT= 675 PSI Fc- 1450 PSI Fv= 175 PSI E= 1400 KSI 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 MICROLLAM LVL PARALLAM PSL (h TNABERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fa = 2600 PSI Fa = 2400 PSI F4 = 1700 PSI (•) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1E' IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 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. FL R SHEATHIN SHALL BE GLUED AND NAILED TO SUPPORTING 00 G MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.1 31"x2-1/2" COMMON NAILS AT 61NCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 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 (I)-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 8FT 9FT IOFT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J14K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K EN_ 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT BFT 9Fr 1OFT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/iK 1J/1K 8 1J/1K 1J/1K 1J/1K 10 1J11K 1J/1K 1J/1K 2.6 12 1J/1K 1J/1K 1J/1K 14 1J/1K 1J/1K 1J/1K 16 1J/iK 1JAK 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.) @ 24" O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" 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 IJOIST SHALL CONFORM TO ASTM D 5055. JURISDICTION SPECIFIC NOTES: FOR PARTIALLY ENCLOSED AREAS. INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 12' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS 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.I- THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS 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 ANSI/TPI 1 -NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S 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 UPLIFTAATERAL LOADS IMPOSED C TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, 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 BCSI-B31N 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 BEAMBGND 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" (W) 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 BEAMBOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS WM CONCRETE: A 1/2'x6" TITEN HD WITH 1-3/4' MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2' THREADED ROD SET3G EPDXY 7' EMBEDMENT WITH 13/4" MINIMUM EDGE DISTANCE AND 7-112" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE. KrO ONOUT FILLED MASONRY (OFCML4: A 1/2'4" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 41-8" O.C. REPLACES A 1/2- DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A 1/2'x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT Z-8' D.C. REPLACES A E 1/2- DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT 4'-0" O.C. / 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6-0' 140 1'-6" ISO V-3' NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD MISSINGIMISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAIR' DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH AREGREATER THAN 1/8" BUT LESS THAN 1-1/2" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (LE. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-12', INSTALL NEW ANCHORS. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/8" NO REPAIR REO'D 5/8" < OVERHANG < 1-12" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-12" CONTACT ENGINEER OF RECORD FOR REPAIR NOTCHED TOP PLATES & STUDS REQUIRING 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 DRILLEDBORED 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 HOLEINOTCH 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"X1-1/2" 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 PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 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. OHO Fieldstone O C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE `� �• �zr No. 86 Q STATE OF i`S1ONAL ill1111111"'i 3 as�-eBL�E'_8 �g-€°aass�ayg'' CZE 4i Is Rod€` - €a 8a�a ?��kls Michigan 3400 Aubum 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 it LM L� O r►� O `J 1--1 0 Q L>x1 Q M: Q �j W U w F <fr oa (7 N OLL l� SWAT 0_4LI� DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-140 h 8' CMU, VERT. REINF. PER PLAN V FINISH GRADE MONOLITHIC FND. w/ (2) i #4 CONT. ON CHAIRS 2 STORY �1EXTENDED EXTWR MASONRY FTG. 11/01/2023 NOT TO SCALE F=)15 B' CMU, VERT. REINF. PER PLAN 4' PROCESSED FILL - 1 L FINISH GRADE COMPACTED FILL #4 HORIZONTAL @18. O.C. #4 L-BAR w/2'-0' LEG 1'<' @ MONOLITHIC FND. W(2) INTO SLAB @ 18. O.C. 2 STORY #4 CONT. ON CHAIRS Fo t EXTERIOR CMU WALL FTG - RAISED TO V-V ASV. GRADE „/0112023 NOT TO SCALE FMM-021 B'CMU , VERT. B'CMU, VERT. REINF. PER PLAN REINF. PER PLAN POURED CURB OR CMU BLOCK 9' CMU STARTER COURSE -a-V FINISH GRADE a p POURED CURB OR CMU BLOCK FINISH GRADE mi a?z ' 'r': §Z §2� MONOLITHIC FND. w/ (2) 1 MMONOLITHIC CND. / (2) #4 CONT. ON CHAIRS Imo' @ 2 STORY 2 STORY ��EXTERIOR MASONRY WALL @ GARAGE 11/01/2023 rliv w FMM-040 CMU COL CMU COL. PER PLAN PER PLAN CMU COL VERT. REINF. VERT. REINF. PER PLAN PER PLAN PAVERS PER PLAN VERT. REINF. 0'-0' > SLOPE 7FOO�TING '' SCOPE FINISH GRADE PER PLAN z _ CONCRETE CONCRETE 9 g § p /? w w FOOTING ' ` m > m FOOTING o T'i .T PER PLAN PER PLAN O PER PUN C7 PER PLAN PER PLAN ����/��p�//OONCRETE PAVERS L PER P PLAN L 11Y'Y1TAN11 CONS=M 2/28/2022 rL v�v/ a ,.tio �� FGM-033 8- CMU, VERT. 8' CMU, VERT. 3/4• RECESS ;SLOPE REINF. PER PLAN REINF. PER PLAN 101/r POURED CURB OR POURED CURB OR a-0 Lc CMU BLOCK 014Y b CMU BLOCK SCOPE SL SLOPE Lp Eo �. MONOLITHIC IND. W (2) 3/4' RECESS IN SLAB 1'� MONOLITHIC FND. w/ (2) /'�• @ #4 CONT. ON CHAIRS @ #4 CONT. ON CHAIRS /��p�/� /yRECCE99 9_40n 22 STORY RECESS vd PAVERS 2STORY GARAGE DOOR RECESSED SILL 11/01/2023 DOOR PER SPEC. _ _ g DOOR PER SPEC. i SGD PER SPEC. Af a PAVERS PER SPEC. DOOR THRESHOLD w DOOR THRESHOLD w 3' n GROUT BED (THICKNESS VARIES) a a a PAVERS PER SPEC. a� SLOPE a -a SLOPE (THICKNESS VARIES) a� SCOPE . ALT. BRICK THRESHOLD . 3• _ I w �. , • I 14 1 ENTRY 6 CONCRETE 1EN RY 6 PAVERS 1, SLIDrq GLASS DOOR Ly I c 2 STORY 2 STORY T. FLUSH BRICK 2 STORY ep--Mw SILLS THRESHOLD PJ20/2022 FMG-070 is WALL & FTG ANCHOR BOLTS OR STRAPS. 2x FRAME WALL w/ P.T. SEE GENERAL NOTES, U.N O. SILL PLATE, PER PUW CON. SLAB PER PLAN 1— 1 (2) #4 CONT. ON CHAIRS•' ••#5 ALLOWED ILO #4 &MMOEOD SLAB @ INT. WALL PAN) 11/01/2023 FMG-100 SCREENEDR SCREENED IN SYSTEM PER MANUF. SYSTEM PER MANUF. (1)-#4 CONT. #1. PAVERS PER SPEC. ON CHAIRS"FINISH GRADE FINISH SLOPE - 4 GRADE (1)#COMPACTED FILL o. 1 CONIC. SLAB COMPAVERS ®CgJC. OfMDE BEAM #--+1'- PER PUW SCREB.ED QiCLASUIES ONLY THICKENED SLAB • 8CRF8ED ENCLOSURES ONLY ••#5 ALLOWED ILO #4 SSA� EDGE @CRE SCREENED IN ENCLOSURES 11/01 /2023 FMG-113 FMM-060 F WALL 8 2x FRAME WALL w/ PANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLASEE GENERAL NOTES, U.N.O. qFFrG STEP PER PL J1 CMU WALLW/ VERT. #5'S 1 IN GROUT FILLED CELL 1 V' (2)-#4 CONT. ON CHAIRS PER PLAN V; @ (3)-#4 AT 2 STORY•• 2 STORY ••#5 ALLOWED ILO #4 0EDSLAB @GAAGE(BEARING) 11/01/2023 25' UP S�! FMG-090 ��� A4•� II Fd�II—. ALTERNATE TO =III— • 25' LAP • • . . CORNER SPLICE" CORNER BAR w/ LAP CONIC. FTG. PER PLAN ••`; PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME REINF. BARS BENT AT SIZE AS CONT. FTG. STEEL (2)-#4 Z BARS PROVIDE ,ill _I : �• ,I CORNERS TO COMPLY , H 25' LAP EA. END I , { •III w/ THE INTENT OF THE (EXCLUDING BEND) _ —III —I 1— BUILDING CODE I Ili' NUMBER OF CORNER CONIC. FTG. T BARS EQUALS NUMBER PER PLAN OF CONT. BARS • NUMBER OF VERTICAL AN LAP SPLICE REBAR PER PL DOWELAS PER PLAN REQU IN PLAN F12 REINFORCEMENT @ FTG. CORNERS „/olno23 F43 FOOTING SEC110N STEPS 05/n1 /2024 FGG-120 NOT TO SCALE FMM-430 8' CMU, VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.) SEE FOUNDATION PLAN 9 1W CO SLAB I7) #1 REINFORCMENT PER PLAN FINISH GRADE FINISH FLOOR BAR CONT., g SEE FOUNDATKN PLAN FORM SUB PENETRATING RECESS w/ 2z10 @ p.0• PIPE LOOP TIE AS a SHOWER LOCATION - ' REQUIRED h 0'-a w a -a PENETRATING PIPE•• .. • •• +• g PVC SLEEVE*• a PVC LONOIRIDRAL 7ILAINSIIERSE w SOE VIEW MONOLITHIC SLEEVE.. FND. PER PLAN FRONT VIEW MONOLITHIC a "VERIFY LOCATION IN FIELD FND. PER PLAN %BEARING PENETRATION CMU „nyzoz, SWESS IN SLAB @SHOWER 2/28/2022 FMM-130 FMM-260 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINCI;=. 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE No.8 Alf Q: 0 STATE OF # �40RIDO' '�/;Sis10NAL 1�?C 111111 ba;=So« e���3 t Y•I8'�fr'ps c'c' El aQ T �fi.�t4st3g�Y�x' g€E:i toy 4. gtva L6�tobo 1 I Michlpan 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.fieldsioneae.com M O a O v (� 4x1 n v Q ¢ r z � CO O H.. Q v U Lu _ < } wV „a N DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 7 J VFRIFYMn I VFRIFVMn I I VFRIFV Mn I VERIFY Mn tr r 24'X24'%12 CONIC. y i FTG. W/ *4 ®17 O.C. EA. WAY aD nl Elm ao ...� rn �, § a plR1 111 ' pl m T p OPT. m SCREEN 7-4' 3Ar 3'40' 7-AWE7 I� RIFY VERIFYMO raWT-111110/z/ MOm of IN b — p, Y s 1/ aD al ? . I I 4 Ec b RECESSED SHOWER p PRIMARY OATH I I v I aD 110 � F- — — — — — b I II I I II m b II ... VARIES-� al N b ? 20-0 r-S• 1.1'-10' 4'-0' V-10• Ir al nD LEIFY t11 Y Li a o 9 IRI I � 'NI VERIFY MO ac �± '��' i p1 ? al 24X24'x12• CONIC FTG w/ #4 — REBAR Q 12' O.C. EA WAY fi7 v VERIFYMO I VERIFYMO FOUNDATION PLAN - ELEV. III" SCALE. V-1'V NOTES: 1. 3 11T CONCRETE SLAB ON GRADE OVER VAPOR HARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 04r 3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 G O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE No. 86 ,--Q STATE OF 111111 S gE ip,€�B QSeEQs� o� S TT �SfiP�a6o SQ SY�P'° ES> Y o���_frfiiEiy ®@sEP;`�e�SSgo ga a ee•€o:s Michigan 3400 Aubum 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.fieldstorieae.com aN M 0 a z e �j� Z I-1 OEn I- W Lu Z M. Q In C O Q v7 J } V Ul �_ Encr La �z rLU O L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 7 FIRST FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE: 114-V-0" - _— --- NOTES: 1. REFER TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES O2O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 G O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE %1%11111 j/7, No. 86 -_ Q -S TE OF FCORIV 45 �o�ooE E 9PSE E s o 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 C) a oo z ° U C'o W LU L LU Lu < wo Ao o� r MN N ) W L 7 J DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2M 1 IJ (2)HETA16 W/ (12)16D. - @ SINGLE PLV: SCAB PER R14/S4.1. Bn 8L1 MGT W/ (22)0.148"X1-1 /2" & 5/6' ATR DRILLED & EPDXIED TO CMU WALL W/ MIN. 12" EMBED CA l _ 7(2)HETA166D.AB M K1 WEV ROOF IRDER PER MANUF. RB qt � I R11 ROOF GIRDER PER MANUF. M1 I FIX I , Rn ' r, ROOF FRAMING PLAN ELEV. "I" SCALE'. 1/4"-1'-a NOTES: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2) METAl6 ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE �xo-=oa aQ€e,r?�o'8o�m SE'SEo�a'a Vm EE„ L'Fc of g$o ae'a`vFe c45 BFB� Fieldstone 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. tieldstoneae. com M z aaM � �q o0 o� °LLIa� V LU �r Cn < < �x w W � — N F- L DRAWN BY: FAE VERSION: 5.0 SHEETNAME ROOF FRAMING PLAN SHEET # S3-1 7 J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENTS' 7R166 A7TUIq•BIT: VALLEY SET REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL PRE-ENGINEERED AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS. ONE FULL TRUSSES ®21' O.C. VALLEY SET DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH. 22 1/7' TRUSSES WOOD TRUSSES PROFILE INFORMATION. .HEEL a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. ,3 OPTI GA. FLAT STRAP 24' O.C. AT 24. O.C. MAX. li.e TRUSS OR HEIGHTS, SLOPE, OVEIVIANGS) PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES. EXT. 30` - OR . WOOD TRUSSES SHEATHING S CONTINUOUS AND WILL TRANSFER RAFTER w/ (BI18d SHEATHING 2x BLOCKING AT 2x RIBBON BOARD I;i AT 24. O.C. MAX. COMBINED SHEAR a UPLIFT. SDWC156DO SHEATHING PER PLAN ATTACHED TO TRUSS D. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN SHEATHING EDGES w/ (3) - OR - TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY m m w/ (3) 10d NAILS, 24• Rd NAILS INTO TRUSS INSTALL LTS12 TOP PLATE-TQSTl1D CONNECTORS ®EA CONTINUOUS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD OVERHANG OVERHANG STUD. EXT. SHEAT/eNG IS CONTINlIOl15 AND WILL STRUCTURAL SHEATHING SPACING SHEATHING EDGES w/ 131 ATTACHED TO TRUSS w/ STUD. XTCgAIBWm SHEAR S NIUOU PER PLAN PER PLAN 2X4 BLOCKING NAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 1Od NAILS, 24' O.C. c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP 1/Y-1 3/4• UNDER TRUSS SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACING PLATE, On SHEATHING IS CONTINUOUS AND WILL ENDS, NAIL TO SHEATHING DETAIL TYPICAL SHEATHING DETAIL TRANSFER COMBINED SHEAR a UPLIFT. SINGLE SDVFG COlFI KIRAT10N A 8SIGLE BDWC: OOIFKNMT10N B TRUSS CHORDS SHEATHING NAIL PER CONTINUOUS STRUCTURAL (1) SDWC1560D TYPICAL TRUSS (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) DETAIL AT 7AUSS HEEL> 91µ' TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER wl 13) 100 FA. TRUSS SCREW ANCHOR PER PLAN ANCHOR PER PLAN TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY FRAMING PER PLAN FRAMING 4`-14'H N4`-14` INTO TRUSS/RAFTER INTO TRUSS/RAFTER PER PLAN \\ II II // TRUSS BELOW 1401E DETAIL AT TRUSS HEEL > 91µ' REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGSOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, rRuss OR SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER STRUCTURAL SHEATHING. SEE ATTACHMENT 3/4' PLAN AND DETAILS FOR PRE-ENGINEERED WOOD 121 SDWC15600 (21 SDWC15800 (2) SDWC15800 VALLEY SET ATTACHMENT t/-1µ' PRE-ENGINEERED WOOD TRUSSES AT 24.O.C. MAX. TRUSSES @ 24. O.C. TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PUN m (2)m (2)m m SHEATHING TRUSS ANCHOR FRAMING PER PLAN 3• OVERHANG OVERHANG OVERHANG PER PLAN PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4• PER PLAN PER PLAN PER PLAN a FASCIA, (SEE ARCH DWGS) O SHEATHING NAIL PER a a 3/4'-1 1/4' 3µ'-1 1/4' 1/2'-1• 1/2'-1' 1/2'-71W 1/2'-7/8' O O 2X4 PURLIN ® EA VALLEY ■ ■ TYPICAL SHEATHING DETAIL ■ ■ ■ ■ TRUSS, NAIL 7O COMMON DOUBLE BDWC: DOUBLE 8DWC: CONFIOURATION B DOUBLE SDWO: CONFKIUNAT10N D BOND BEAM 3/4• CONFIGURATION A (TRUSS OFFSET FROM STUD INSTALLED THROUGH TRUSS w/ 13) 18tl GUN NAILS PER PLAN DETAIL A7 TYPICAL TRUSS w/ HEEL < 9 1/1' +/- 1/4' 20` 2 ) DETAIL AT TYPICAL TRUSS 221/2` 22 1/2, (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PUTS INTO TRUSS/RAFTER INTO 70P PLATE BOTTOM CHORD OF VALLEY w/ HEEL < 91/4' OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED I P O.C. w/ O p/�/�� 7�' 1L� /yL �p���LM� TO �yy �p� � �/�p RATE �/�p�LM� MGM TRUSS/RAFTER O 7�L I� �� � �y ��7 /�T�p �p��� 100 GUN NAIL @ 8' O.C. �1TIWfIf1UATA7 IANNVYTAVII 11/01/2023 �1TINVT IIIUJJVI\fIYY1111N 11/01/2023 IIIYWUHFII IL.I7101J1AIDLL IUf fV1�1711N1Ltr WitNL71IMN 11/01/2023 �lIT1LATO VIII.LLN OCI LAYLn fNYUSL 11/01/2023 (Jv 1 ,� ,.„ ,.„ nw NOT TO SCALE RWM-010 RWW-020 \� RWW-030 NOT TO SCALE RWG-OBI CONTINUOUS CONT. 2X4 (MIN.) STRUCTURAL STRUCTURAL STRUCTURAL (2) 10tl NAILS SHEATHING PEA PLAN TVP TRUSS SHEATHING PER PUN 2X4 LADDER FRAMING AT 24' 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ 2X4 BLOCKING AT Z-0' STRUCTURAL SHEATHING, SHEATHING, SEE () CONNECTOR O.C. REQ'D AT OVERHANGS w/ MIN. ed NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. PLAN FOR CONT. 2X4 w/ 2 PER PLAN GREATER THAN 12'. ATTACH TO (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 8' O.C. O.C. w/ 12) 12d TOENAILS (SEE PLAN FOR ATTACHMENT 2X4 OUTRIGGER AT 24' O.C. READ AT TRUSS TOP CHORD w/ 12) 16d WHEN SECOND BRACE IS REQUIRED, EA. END TO TRUSS ATTACHMENT) OVERHANGS GREATER THAN 15'. 12d NAILS 1 Od TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO NAILS A7 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. PRE-ENGINEERED (21 A35 ® EA TRUSS w/ (3)10d SEE REQUIRED 8' O.C. TRUSS TO w/ T W TRUSS CONNECTOR PER PUN BOND BEAM PER TRUSSES A7 24. O.C. HORIZONTAL BRACE, STRUCTURAL 1. AT VERTICALS 3'-C TO 9-6' USE ONE 2X4 V BACK. TOP PLATE TOENAILS BRACING PER TRUSS ONE EA. SIDE SHEATHING PLAN AND SCHEDULE WALL FRAMING STRUCTURAL MANUFACTURER ALONG TOP PLATE SHEATHING PER RAN DROPPED TOP GABLE WI OUiAIGGERS PER PLAN 2. AT VERTICALS OVER 6'-6' TO B'1' USE (2) 2X4 L' BACKS (1 8' CMU WALL, SEE SHEATHING PER PLAN PER PUN WOOD 2X4 BLOCKING Q META76 AT BLOCKING COAT. 2X4 MIN.) w/ REQ'D AT 170 MPH OR GREATER � � ,' EA. SIDE) (OR FRAME PER CASE 3 BELOW). PUN FOR VERT. REINF. SHEATHING EDGE (2) 10d NAILS EDGE NAILING IN LIEU OF BLOCKING AND w/ (2) tOd EA. AL7. OUTLOOIER FRAMING AND AN ADDITIONAL DIAGONAL73BRACES REWIRED ABACK E pp�N�� EDGE NAILING SHOWN END TO ADJACENT 2X4 UDDER FRAMING AT (REOD AT 17OMPH OR GREATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS Df11N/IIn7 . W. �� TRUSS WEB 24. O.C. REOD ATV:A-A BLOCKING AS REQUIRED nn-,\1 WITHIN THE GABLE, U IS RANGE, ATTACH THE DIAGONAL AT MID. HEIGHT AND 70 THE 11/01/2023 ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15',FOR BRACING BY TRUSS COAT. 2X4 w/ (2) 120 NAILS ie BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12Qs AT EA. nv N ... „„ CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. 'EDGE NAIL SPACING TO PERMANENT TRUSS END. IN ADDITION 70 THE SECOND DIAGONAL, A RWM-070 BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ 12) 16d NAILS STRUCTURAL SHEATHING SEE PLAN FOR STRONGBACK IS ALSO REWIRED AT THESE VERTICALS AND AT 18'OC. BRACING PER TRUSS ATTACHMENT OFTO TRANSFER LOAD. 2X4 BLOCKING @ SEE REWIRED MANUFACTURER ® 10-0' PRE-ENGINEERED WOOD MUST BE ATTACHED TO EA.'L' BACK WITH 12) 12&S AND ONE TOENNL GABLE TRUSS w/ ALL STRUCTURAL STRUCTURAL SHEATHING EDGE W/ VERTICAL WEBS ASBRACING PER TRUSS MAX. SPACING. TRUSSES AT 2'-O'O.C. MAX- SIMPSON H5 OR ONE USP FITS CONNECTORSHEATHING PER PLAN EDGE NAIU14G (2110d @ EA. END MANUFACTURER (1) ADDITIONAL FLAT 2Xa SHEATHING. NOTED IN THE FASCIA SIDE NAIL ALL'L' BACKS AND S7RONGBACKS w/ 120'S AT e• 70 ADJACENT STUDSCI REO'MTS WITH BLOCKING (SEE ARCH. DWG.)SHEATHING FRAMINGSHEET AA(i.e.(A' ' ) EXTENDING A MIN. OF (3) O.C. NOTCH'L' BACKS AT TOP AND BOTTOM. PRE-ENGINEERED SPLICED SHEATHING TRUSS NOTES BLOCKING TRUSSES AT 24' O.C. TRUSS BAYS PLACED TRUSS STRAP PER PLAN BETWEEN PRE-ENGINEERED WOOD (3) 1 Od NAILS ® (3) 1 Od NAILS Q TRUSS BRACING TRUSS ANCHOR EA. TRUSS CHORD EA. TRUSS CHOFID (RESULTING IN 5'-0' MAX. PER PLAN TRUSSES AT 2'-0' O.C. MAX. NAIL BOTTOM CHORD PROVIDE 2X8 P7 PLATE w/ 1/2' DNA. x 1 U' OVERALL BRACING) FASCIA (SEE ARCH. OF GABLE TRUSS w/ ANCHOR BOLTS 1@ 4'-0' O.C. MAX w/ 3'1.. M. WALL PER PUN DRAWINGS) 12dk AT 4' O.C. PL WASHERS AND T EMBED. NOTCH HORIZONTAL 2x O a SHEATHING PFA PLAN I I � MASONRY HORIZONTAL 2%BLOCKING OVER PUTS BLOCKING BETWEEN rRuss ANCHOR EXTERIOR INTERIOR A35 �. A35 MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PER PLAN IY CMU WALL, SHEATHING PER PLAN SEE PLAN FOR FRAMING TO F OR RAKED BEAM PER PLAN. FOR RAKED Aa1 IRA BAULBpiM ATTACHMENT OF ALL PERMANENT BRACING FRAMING PER PLAN SEE PUN FOR STRUCTURAL SHEATHING. CAME VAULTED CONDITION, SEE PLAN w/ 1 Od p 4. O.C. • VERT. TISANE. a AND DETAIL PARTIAL WOOD BEARING ROB Pffe LAI1ALJw wi. WAu mk%s� 11/01/2023 SMMU CND TRM BRACING DETAIL 11/01/2023 R10 DUTCH HP TRW BRACING DETAIL Hl 11101/2023 2%BLOCINNO TOEHM81. RWM-080 RWM-090 THREE SBAYS BAGI, RWM-100 'X'=10%, HOUSE WIDTH 'X' = 1 D% HOUSE WIDTH( —O 2 3 — RIDGE .END BOSTON HIP �3 'X'=10% HOUSE WIDTH O v 1 / ROOF SHEATH M NAIS ROOF FASTS NG TONES 1 1 2 1 3 SHINGLE 7/16' SPAN RATED SHEATHING OR TILE: 15132' SPAN RATED SHEATHING OR METAL: 15/32' SPAN RATED SHEATHING 8d RING SHANK 0.113' x 2-3/8' PANEL EDGES @ SUPPORTS (1) 6' O.C. 6' O.C. 4. O.C. PANEL FIELD (1) 6' O.C. 6' O.C. 8' O.C. NOIEB: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL 70 I D% OF TOTAL HOUSE WIDTH, DIMENSION'X' OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = Y ZONE, 40 WIDE HOUSE = 4' ZONE, 50 WIDE HOUSE = 5' ZONE. 60' WIDE HOUSE = 6 ZONE (8) 10d NAILS EA.STRAP O WN FROM WAREEND —PUIWN STI—TUAIL S—NG FA VALLEY PEP T/W TRISB NNL TO CONT 2x4 w1(2) TO TRUSS FIOTTOM CORD OF VAGET COWON ,24 NALS CONNECTDR PER RAN T WSS IwO31 TRISs WA m TO IVRLIN w t W (iIIN NAA tm NAAs STRUCTUTAL SHEATHING 8 O. PER PUN COAT Ta FAS ARCH,,. w OUTLDOIIERfMM11NO yyCNIS wl SEE REOUIRED PEO'D ATAT IJTFJ1) H2 SAp�00mC IRA ENGINEERED WOOD ROOF BWCNG PER TRUSS PRE. ENWNEERED wood TRUSS AT 24' O.C. MAX. MANUFACTURER STRUCTURAL TRUSSES AT Y+Y O.O. MA% COAT. n FABGA PEA WHEN QUANTITY OF MISSED TRUSS ARCMs w/ M 124 NNLs SHEATHING PER PUN coNTUNL10Ub EDGE t STRAPS MISSED EXCEEDS PRE EAED NAl1NG CONSECUTIVE LOCATIONS,, INSTALL w00D TRUSSTRUSSESAT PER FL.NN HGAMIOKTA w (4).1/452 -3/4' MASONRY zOO.c. NAz SCREWS TO TOP OF WALL 8 2A KING TOENAEED, HF V • EA Ee BLOC m sowc,slmOfli DAIEY (4)-1µ11-1/2 SDS SCREWS TO TRUSS 3TRuss lRAYs eAcx scREws IROM vER TUuss 4,D v am M4A AF TO AFFECTED MISSED TRUSSES FROM GABLE END T P T� xlN o.c. rwc STRl1CTURAL u4 BRACE OC (IIEAAY LNG SIEATIRIC SHFATNWGPBIPuui TAD/��p1��I11!•I•. PLAN PER PLAN H2 5A ® EA OVER �17V MU M MAL IMODI „(!0 202] TYPICAL CMU WALL FRAMED TRUSS .� L4 BLOQINO SHEATHING PEP PLAN RWO-2w d6♦4e) BETlooTIUSSES TRUSS ANCHOR MASONRY eOBDl4aeMFE4a Cm WALL OR LINTS SM 1 I I 1 / (1) SIMPSON HTSMI6IOR �. � IY _PLAN FOR REINFORGBIER O \\ `` /, // APPROVED EQUAL) AT OHO Fieldstone EA. MISSED LOCATION H25A EA iRV55 TIE PER PLAN \\ �� • • • • // (')"''0'21/'' ■ OVERFED NAILINGC.O.A.# ARCHITECURE: `\��:!• ' N MASONRY SCREWS F / /M/� AT EA. $TRAPEDGE FIUMING PEA PLAN AA26002802 PER PLAN ` 1 ' SHEATHINGSFEPLAN Y_ ONC OONDnON8 OF LURE: 1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1110 bs. UPLIFT. 2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. 4- IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. &Wff SHEATHING ATTA(F" DUIGRAM (MAXIMUM OF 150 MPH EXP C)11l01/2023 R13 MISSED TRUSS STRAP REPAIR 11/01/2023 RWG-110 NOT TO SCALE RWM-130 ryry��������FO�RR��A��TryTTIA��CHMMEEINT�L1D�FF WOOD VTMffY�F17IRL WKi4 MOO(11 /i0/T02SI RwG2ozQre4wl C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE L � � .,Q STATE OF �kOR19PM' /I Alf 11111 � bieb�a °°O 'oSOoo 3 `•YaFp�a €fi'o8 >eev"�86=�Yci.a E Y a.^ Yfin •s, g frgfiea��o�4�x: 3�s;-zgafizb§;fi' O .y�Pe'4pO 85`a E�=fr Sba 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. corn M O V z O 4 > tL Q ,o 0O Q v,LU U w VI_ W Q 0 } e W N F_ L DRAWN BY: I FAE VERSION: 5A SHEET NAME DETAILS - ROOF SHEET # S4.1 J EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/16' ad 3' O.C. 17 O.C. ALL EDGES SHEATHING PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S 3/8' ' STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING & 1/2S H DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL 11/01n023 rrO1 w JNOT TO SCALE WGW-010 EXTERIOR WALL SHEATHING SHEATHING NAIL PANELEDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REOUIRED 7/1 B BO 3' O.C. 12, O.C. ALL EDGES IS S 38 STRUCTURAL SHEATHING FIELD NAILING, 7W MNAIL ` SPACING O PANEL EDGE NAILING 31I BOTTOM CHORD woe GABLE END SHEATHING DETAIL 11/01/2023 NOT TO SCALE WGG-020 COMMON WALL, T.O. BOND BEAM (TYP.) 8 x 8 x 16 CMU PER PLAN WEAVE BLOCK COURSES EVERY OTHER BLOCK (TYP.) @ EVERY HIM BLOCK TEE INTERSECTION REBAR PEA PLAN ATYPICAL CMU 9T I C(UEV I MT DETAIL 11/01=23 rr I OR WGM-182 01-0• #5 RESAR, CONT. IN BOND BEAM BOND BEAM PER PLAN *5 RE13AR HOOKED DOWEL *5 REBAR VERTICAL IN SOLID FILLED CELLS. (SEE PLAN) #5 REBAR HOOKED DOWEL 3' x 5' CLEAN OUT AT ALL FILLED CELLS SEE FOUNDATION PLAN AND DETAILS FOR FOOTING REINFORCING. INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: 1x CUSTOM P.T. BUCK TO ffi OR GREATER BLOCK TO Ix WOOD MABONIY MASONRY 1 x P.T. BUGC MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 ATTACH w/ T NAILS @ 4' ,4.. 1 /4'x/' MASONRY ATTACH FROM ENDS AND 17 O.C. SCREWS (q 4• FROM ODDS WINDOW PER REMAINDER. ATTACH AND 12' O.C. REMAINDER. FLORIDA WINDOW THRU BUCK INTO W/ 1 1/4' EMBEDMENT - PRODUCT MASONRY PER FLORIDA IgEgL NTL PRODUCT APPROVAL FINISH PER ELEVATION � _ XTYPMMNMATTAWMWDETAIL 12n7/2021 rr 14 N T.S. WGM440 WOOD BUCK ATTACHMENT: INT. FINISH atOR GREAMBLRM• TO MASONRY Ix WOOD BUILT-UP THICKNESS < 21M = 1ANC 2x P.T. BUCK MASONRY SCREWS @ 4' FROM ENDS AND 17 O.C. REMAINDER w/ / 1A• ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT APPROVAL ••. �• ALTERNATE: a O Ix g16IM OP T BUCK TO MASONRY MATCH FRAME WIDTH. ATTACH w/ T BRICK NAILS @ 4' FROM ENDS AND 17 O.C. MOLD REMAINDER. ATTACH DOOR THRU FINISH PER BUCK INTO MASONRY PER FLORIDA MELEVATION PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL 11/01/2023 WGM-150 ROUGH OPENING MITER LINTELS BY ' BELOW FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL 05 CORNER DOWELS INSIDE i AND OUTSIDE OF VERTICAL PRECAST LINTELS ^� #5 BAR AS SHOWN INTERIOR FILLED WITH GROUT nwl9CAL REMIFORCED FILLED CELL DETAIL 11/01/2023 25 90 DEG. CM DETAIL w/ COLUMN B& 2/28/2022 rr to w ,.._ ` .i% w. ,.., NOT TO SCALE WGM-190 \J WGM-250 EXTERIOR CMU WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. .�- 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2' x 6' 12 BOLTS OR 5/8' x 6' SIMPSON TITEN HOS w/ 7 WASHERS AT 24' O.C. & WITHIN 6.OF TOP AND FRAME TO BUCK BOTTOM, OR (2) ROWS OF 1/4' TO MASONRY x 3' MASONRY SCREWS @ 17 O.C. STAGGER ROWS 6' STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REO. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES REFER TO TRUSS MANUR DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-0' FIN. FL. • FINISHED GRADE MONOLITHIC FND.. SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REG. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER RED. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUR DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REG. INTERIOR V EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS h0'-0' FIN. FL. FINISHED GRADE MONOLITHiC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REG. 3�1 TYPMI VIVf11 MT WaSEC 11/0112023 TIFRM1L1 x71Vnl rt/YI9c" 11/012023 WSM-010 WSM-020 EXTERIOR CMU WALL 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK. INSTALLED PERVANCHORI(� MANUFACTURERSSPECIFICATIONS. 1/ILTI SLEEVE EOUAL MIN,1 1/2' INTO MASONRY III PER FRAME TO IMASONRY BRACKET a6 TYPICAL GARAGE DOOR ATTACHMEM 11/o1no23 NOT TO SCALE WGM-160 TOO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/17/2024 DATE ````111111111///�/ ♦ �G . 1—��1l1�110 z No. %_ E OF L40 RLOR1D0' •' ��� 11111 Michigan 3400 Aubum 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.Neldsioneae.corn M O Z ra1� v v K r. Q a Q 1 4 L}i t7 M YAM I LLI } U w 0 oC Q } C a w M N O L� l� r L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 7 J LEGEND 0 8x8 FILLED CELL W/ (1) - #5 REBAR - - - - BEAMS F8T71 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL GIRDERS ❑O 8x8 FILLED CELL W/ NO REBAR REOD --------- PLUMBING WALLS (FOR REFERENCE ) ---------- BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 12xl2 FILLED CELL W/ #4 REBAR (IN WALL) BALL® ON FRAMED 12X12 FILLED CELL W/ #4 REBAR WALLSMIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS v- ELEVATION INDICATOR ® PLUMBING PENETRATION FOR DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.) (1/- BRACED WALL LINE 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 FUN 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 REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REOD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD 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 #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL- C & C Pressures (ASD) EASED UPON IGSQFT AREA Roof Pressures Wall Pressures Gable Roof Pressures Hip Roof Pressures Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 19.1 -36.4 N/A N/A 19.1 -47.3 19.1 -34.2 N/A N/A 19.1 -47.3 25.7 -27.7 25.7 -34.2 Zone Ze Zone 3e Zone 2e Zone 3e 38.2 1 -83.7 19.1 -58.1 19.1 -47.3 N/A N/A Zone 2n Zone 3r Zone 2n Zone 3r 19.1 1 -58.1 19.1 -69.0 Zone 2r 38.2 -105.4 and Cladding Pressures (ASD) - 2020 FL Positive Width Height Effective Pressure 24.0 I 24.2 ( -26.4 PRECAST LINTEL GRAVITY LOAD TABLE W.21 LOADS LISTED HAVE BEEN CALCULATED OR COMP LED FROM APPROVED MANUFACTURERS' CAST-CRETE LOTT'S CONCRETE. QUALITY PRECAST CO. -)CLEAR IN TYPEA 8"LINTEL Sr TYPE 8 8"TYPE C 12' TYPES 12"TYPE[ III TYPES- 14"TYPEC" 16" TYPES 16-TYPEC 20 TYPE 8 20"TYPEC 24' TYPES 24"TYPEC 28. TYPE B 28"TYPEC 32' TYPE 3 32'TYPE C 3669 3715 3280 5163 66C7 8C54 95C2 1GC0.: 1. 1" 2231 3D69 46M 5206 6113 7547 8974 1D000 10000 3069 3719 328' 5163 6CYC7 BC54 95C2 :[FCC Z2" Z131 3069 4605 5206 6113 7547 8974 1000D 10DOD ra" 2561 2751 328C 382C 489C 5961 7C34 S;C7 1783 2561 1 46M 5206 6113 7547 8974 1DOOD 1000D 1969 2ll1 299, 293. 3756 4576 5400 6224 T 2" 1343 1969 4375 5206 1 6113 7019 8672 10000 1DD00 1349 1438 %flE4360 256C 3 1 3686 4249 T 4" 1217 1349 3090 4567 4766 5817 7074 8203 1349 :438 .71E. 2MC 3.32 3686 _ 4649 t 0 WN 1349 309D 4567 4766 5817 7 774 9203 1105 ;173 i6CC 105:. 2549 3CC9 34M T 6,. 86C U05 2622 4242 3942 4889 5817 6662 1177373E 3C3. 37C7 4383SC6= 2" 710 E;7 2738 5361 8350 9525 759D 991 17?9 21G8 22G5 269E 319; 3685 3 2" 570 991 1729 2108 2632 3898 5661 4742 5501 699 1iW 1.1-61626 1554 3486 19-8 3312 ID- 488 699 1245 1516 2943 2564 3486 2964 3387 699 116C NIA 1625 2564 3486 2628 33C1 30 416 r 2" 354 010. 315 0181. 292 I'll- 277 2'0" 255 2' 8" 239 3-1" N/A 4'0" N/A 6'D" N/A B'0" N/A CONNECTOR QTr TYPE GRAVITY UPLIFT (Ibs) go 1.6 LATERAL Ibs 1.0 Ibs l.i METAl6 8 0.148"x1-1/2" -- 1450 F1:3a0 F2 : 770 HETA16 9 0.148"x1-1/2" - 1810 F1. 340 F2 770 (2) META16 30 0.148"zl-1/2" -- 1875 F1 : 680 F2: 770 (2) META16 14 0.162"x3-3/2' -- 1795 Fl : 1285 F2. 3DBC (2) HETA16 1 30 0.148"xl-1/2" -- 1920 F1 : 680 F2: 770 (2)HETA16 III. 135C 2- 013- 12 0.162"x3-1/2'. -- 236S F2 : 14M 8 0. 148"zl-1 2" G- F1:120 HSTM16 4 1/d"z GONG SCREW - _ 1110 F2, 90 LGUM28-2 6 _ 8" A 4' TiTEN ..... _.._.. 82SO 2435 I HU210.2 i I i 3500 1 law i 699 1245 N/A 1943 2%4 3486 2964 3387 535 290 N/A 1247 2093 2777 2163 1536 535 1054 N/A 1533 2093 2781 2259 2615 567 89C Nia :36E ;846 2423 3-27 4C46 567 945 N/A 1366 1 1846 1 2423 3127 4006 525 873 WA :254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 471 755 N/A :C75 1428 183E 2316 2EE3 471 755 N/A 1075 1428 1838 2316 2M 471 755 NIA 1071 .428 183E 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 424 706 N,'A 1002 - 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 263D N,AN420- N'A N!A N/A WA N/A N;A N/A N/A 121. 1421• 1779' 21W 2662' N;A WA WA N,'A NIA N'A N;A N/A NIA 1160' 1331• 1660' 2032' 24591 N/A N,A WA N/A NIA NIA N/A NIA N/A 952' 1117' 3379' 1671' 3997" NIA N/A N/A NIA WA N-A N,'4 N/A NIA 750' 9w. 1177' lair 1676' NIA N!A N!A WA N/A NiA N/A N!A 8 8 N/A N/A 340" N/A 598' 845' 1114- 134Y 1468' 2'8" N/A N/A WA N A %'A WA N/A N,'A N(A N/A 25W WA 450' 650' '880 1090' 1 1220' 3" W/2' RECESS U-LINTELS Rebar; Type 8 = Conti n wus Grout. Steel per Plan in Bond Beam Only; Type C=Contlnous Grout.Steel per plan in Bond MSTAM24 S v4" X 2 1 4" 1.425 -- MSTAM16 13 0.246"X 3" 4" x 2 314- 1A70 -- Q) MSTAM36 26 0.148" X 3" 3740 6 4"X2 4" 10 S 4'k2-1 4" CONIC SCREW MSTCM40 14 0.148"x3-3 4" 28DO MGT 22 0-348'k3" -- 3965 F1:775 1 S "ATR FZ: 525 16 0.148'k3" 1NGT-3 2 1 3 d' ATR -_ 10.790 -- VGTR or L 1 16 5/8- ATR 1 4'k3" SDS _ 222S F1 .650 F2: 630 VGTR/L 2 3 5 'ATR 1 4"x3" S _ 5545 F1:650 F2.630 VGT 1 16 "ATR 14'k "SDS 4940 F1: 1185 F2: 590 2 5 "ATR 718S-2PNy B890- FS:1185 12)VGT 32 4"z3" $05 3olv F2: 590 1 1/2" ATR 1825-20 min VrT22 8 14"x3"SDS 214 22r4 min -- N(T4 1 5 "ATR '- 3630 -- 18 0-148"z3.1 2" 1 5 "ATR HTTS 26 0.141 4670 HTTSxT 1 26 S 8"ATR SO 8100-12" -- 5445 -- 1 5 - ATR ABUM2 12 0162"1,3-12" 7570 1900 -- /8- AEU66Z 12 ATR 03 18205 2475 -- F1.310 H2. SA 10 0.131"x2-1/2" -- 565 11 110 F1:56S HiDA 18 0.148"x1-1/2" .. 1340 F2.285 Fl : 610 H10A-2 18 0.141" -- 1080 HUC48 14 1/4'k2-3/4"CONC SCREW 3500 113S f:�]� -- ORO Fieldstone �pnnil I IH''/., .�`� C.O.A.# ARCHITECURE: `� '' N AA26002802 C.O.E.# ENGINEERING: No. 860 =_ 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE PE % O E OF P.E.# 86025 �i�� '°��ORIDP •'' ��� 05/17/2024 DATE III =8fi.25u �s- Soa� 3fa' 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 r IL J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 J