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HomeMy WebLinkAbout37963 Dusty Saddle Ln370=mRoosevelt V Cmu Garage Right - Elevation I3 SHEEP MME NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SHEET A-32 MISC DETAILS CS-3 SQUARE FOOTAGE CALCULATIONS A-33 MISG DETAILS A-3.4 MISC DETAILS F-1.0 FOUNDATION -SLAB PLAN A-IID FIRST FLOOR PLAN A-20 SECOND FLOOR PLAN A-3.10 FRONT/REAR ELEVATIONS I/ROOF PLAN A-3.11 SIDE ELEVATIONS I A-4.0 BUILDING SECTIONS E-1.0 ELECTRICAL PLANS - FIRST 4 SECOND FLOOR P-0.1 PLUMBING RISER DIAGRAM GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AM 14 DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE PLANS. THERE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2020 FLORIDA BUILDING CODE, RESIDENTIAL, 1fh EDITION OCCUPANCY: R3 CONSTRICTION TYPE: VS relLlur. r��*e!rTION, I. THE GARAGE SHALL DE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE66 THAN IA NCH (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 S/8 INCH (I8.9 mm) TYPE .'X. GY.4w BOARD OR EQUIVALENT. WHERE THE SEPARATION 18 A FLOOR-CEILNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN IR NCH (0.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHEiB: THICIQE68 OF TEXTURED FINISH OVER FRAME APPLICATION SHALL DE PER PDC. R103.12 AND ABTA C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FJBC. R103.11 AND AGTM C 1063. I.I. EACH BEDROOM.MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THEME 16 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAX"I'l OPENING NEIGWT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING WITS WHERE THE OPENING OF AN OPERABLE WINDOW 18 LOCATED MORE THAN 12 NCHE8 ABOVE THE FINISHED GRADE OR SWWACE BELOW, THE LOWEST PART OF THE CLEAR CPENNG OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENW-18 THAT ALLOW PASSAGE OF A 4' 8PHEME WHERE SUCH OPE411,156 ARE LOCATED WITHIN 24 NCHE6 OF THE FINISHED FLOOR PER PALO, M6122 FLASWIl13t I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOK SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED C0MWGICN-RESISTANT FLASHING SMALL BE APPLIED 814RN410LE FASHION N SUCH A HAM M AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STMUGTURAL FRAMING COMPONENTS. THE FLASHING 614ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103,4). WINDOW INSTALLATION: I. WNDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INBTMUCTIONS 614ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 1. PLAN MEETS OR EXCEEDS FEMA FLOOD FNI8HED GARAGE FLOOR ELEVATION. BATH AREAS: I. INSTALL 2X4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. 1H16 AND SHIOIIER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01286, C1325, OR CIM8 AND INSTALLED WITH b x 1-1/14" DAGGERZ P 41LIPS WAFER HEAD CEMENT BOARD SELF DRILL 6CREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS N SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 15AITWA SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRICTION. UPON COMPLETION OF THE APPLICATION OP 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 16 IN ACCORDANCE WITH RILES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND G.ONSUI'ER BERVICEB." 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 EE ACCESSIBLE FOR NBPECTICK SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRICTION, 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 T14E CONTROL 61DE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT 5CI•EDME EXrEMM UNLU1 (FRRE) R•6 41 FOIL EXtEMM WALLS (BLOW ATTIC CELNG R•JO 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRICTED OF A MIN. P26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND 814ALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR NEC 4MIICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BABE FLOOD ELEVATION AND 614ALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY BRAN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANG SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL DE DISCHARGED TO THE OUTDOORS. AIR 614ALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAIIST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLNG WIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D16CHARGE INTO AN ATTIC, CRAUL SPACE, OR OTHER AREAS INSIDE THE BUILDNG 3. DUCT LENGTH. THE MAX"" ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS MISM.4.91 THROUGH MISM.4D3. THE MAXR'M7 LENGTH OF THE EXHAUST DUCT SHALL BE 38 FEET PROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2s FEET (162 mm) FOR EACH 48 DEGREE (0.19 MAD) BEND AND S FEET (1524 mm) FOR EACH 90 DEGREE (li PAD) 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 MAXI-UJM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION NSTRIL=1 4S. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WERE THE EXHAUST DUCT ENTERS THE WALL THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 16 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.' 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY FJB.C. ITN EDITION - RESIDENTIAL CHAPTER 18. 3-79IO,c3 bce(3�jn� 6P 793(/ ,¢..uff-.Dew ae" sIv��x 4- 2. ? 2t I ISSUED: 10/5/2023 VERSION: 5.0 SQUARE FOOTAGE AHNl MW MAW ABW IQ FT. HEATED AREA Sq. Ft MAIN LEVEL 1102 SECOND LEVEL 175 TOTALAHMIQ,Fr. 0WVCwQ 2W METHODDIAOY: P 10 M TIm lohl ww C WCU WW from IM oulskle4l"" s of kpmft hcW*g opft- W 6i shW brm of opll r u sl p . TM@ mu m1win mpYmpU W NIH:FPN WM pb" Waft Swap, cmrW pWlolpap ,w t' ("()f"�'P`• 'WITH PREVAILING -UiLDING COI)E, awl CTRIC CODE, '-)RDINANCE OF EPH RHIt,LS REVIEW DATE I-Y OF 7EPHyRH LL PLAN &EX&A--411NER !Nmm MLIML1110I NOR mr ormcf1IIYL R1 rem RO 0 mwvmwmakmw 0"1 J 04 _O q A omq x L 0 000 s rn o ME cp O J 2 /N V 'cc ^ V Z N ♦co v/ Z cq O J c U DC3Q W inColl I.L J O (O CL CM M W SQUARE FOOTAGE CHART ELEVATION T -- - -- ---- ® r-------------------TvLq c� Ile L------ I I I I I I I �aasw�•aaa� SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE OONffnRXl=AREACAUIJLA= HEATED I CONSTRUCTION AREA Sq. Ft MAIN LEVEL 1102 SECOND LEVEL 1264 TOTAL M Y MM MI-" Tns Wd w eakvland hom d,• aawseo-anras a hamMp, �kq optlaW mWue Erement aptlom u .now•. ThM • owkKIN aWr*M at tilghM I•w d xwe waft gwoM came•d D+bA d BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft GARAGE 444 COVERED PATIO 112 FRONT PORCH 56 TOTAL KWM06 M(9&Cm* 2M MErdODMJOGY am" 6eal•p• Mas The toW wa cdcuWad, kwkx ft H*dKVCwwwucdon wa r edaLhd, and Ao Y�cMidYq parap•, oowad p•YNpadw. MAXIMUM DEPTH ■ 60'-0" MAXIMUM WIDTH ■ 50'-0" •'MAXIMUM BUILDING HEIGHT A.PF. a 29'-B" V a o q� x ��Q L�\ cm V/ C O J � (a Z N C M c M O z c U moo in cc > Q i W W J �0} O ((D = of a M �N r— L J FOUNDATION PLAN NOTES ® 4' CCNC SLAD MN. o UV FIRER ESN J PATIO SLAB // ' 4' CONCRETE SLAD MIN. OVER 6 NVAC WAS ( MIL VAPOR DARKER SAS SHALL DE OVER CLEAN COMPACrED FTLL RASED ON LOCATION -\ELECTRICAL � Cam i. FOR ICONCRETE SLAB']I Z, rI '// I'I oJl ; JQ( It 4" CONCIETE SLAIB MN. OVER 6 MLIt ELAR IElt SLAB SHALL BE OVER // I I LT ( L CO9PACTW FILL UV HOEINESN , I I /, u aEraD FLOOR WUARY DROP / / I I '----- I - , � I ---==_c__ -.7 -� a -D'co I a Wes. J r�D :. I I 9'_II" I -- I I ]I'- I � I � I I Q a I POACH SLAB ' I - ------------------------------------------ I 4• CO R 6 MI SLAD MSL OVER 6 MIL vapoR oc I 1 BETE SLAB BARroER SLAS SHALL BE 4'<CNCIEKIiLI1-0Al40VEp-6JII4 — T Q FIPOR FILLL I 8 MAB W OVER CLEAN � FUI�LFME 'ESN m I I I ( I I '-4" I� S'-4" '- " I6'-3" OPENIW. 9,-A. I0'-4„ 30'-0" OVERALL SLAB PUW - H,EVA710N T ALL WOW SWHL DE N STRICT C MMJM M WITH BLOM CODE, WADWAL, AND COMIY BUTA/G DEPARIt'ENI. STRIP TOPSOIL, TIM STUMPS, MOM ETC, FROM ALL ARM U*W CQISTRICTICN UiL OCCTR UNO. FILL SHALL BE HWLY C"ACM, CLEAR &*MAY MATERIAL FPO OF ROOTS, ONGMIIC MATIER OR OM NTEROR M4RM LOCATIONS 60" OE COOIIDWVED UN TREE MAHFACTIM A STRSSRTL EW*M FROVIDE SOL TMATMENT MD VAPOR BARREM AT ALL SLADS[NIERORd Z cm vs LO O La cc 04 � �Z� O UJo J U �go rW J J I L J HANDRAIL 1 112: I -VS• MAX LNANDRPdL RWVM "ORAL IN WMKI*CE UN mc IMU . w IMIDA3 "' StAiR DIAGRAM FLOOR PLAN NOTES MWVM IQ'alMM GYPW WAM SWAIIIATM At U4UA *0 &W TYPE X CELWA W THE GWW AINIAW TO " MAN MW *0 Arrr_ MAIL UOM MACK 16 ALWAYS LOCATED LIFT OF TIE MMIH NIM ODMW A.I. MMMM UUG AM DP40 AT V CM UAM NOW OTHEMM A.I. INIMM AND C&M UWUS AN M" AT 3 WIN WW OMMW WEADIM FOR n%T ROM 15 AT W-0 a/ W-,V MG # WaV RD= 16 AT T-O' W V M& k*ML WW MOLL BE 36'ME48M YWCALLY MM M No" CP M MAD - MET SCFNTn =j At V-& Wr. -- — — — — — — — — — — — — — — — COVERED PATIO W-,e CLG AFF. DINING c I wee ROOM 4. S, _41 CLa VINYL PLAW vINYL M_Aw 25 SH 2XA6 WALL a 34 UP AFF. ------ , GREAT X H ROOM V-4 CW VINYLPLANIC Mn lip d 4'-2- H I. -Up 1� 2'-2" 21-111 BATH CHEN S'-4- CW VINYL PLANK W-4. C% VVWL M K Ir 2066 W-4. CLS 5 1114 —IR46 SAM CI.C. sex" W-2" LALM aA-0 wWn BEDROOM f.. I - : t QI TIE S'-4CLG r VINY1. PLAW. t • D LIFT w 1 IQ L VENT FOYE LOCATION 2L4" 0 04 W-4, CLO VINYL LOCAMN MR (2) IN AS CME r4nm FER W-JI" ----------------------------------- -------------------------------- 2-GAR 31-10, 3-4' FRONT GARAGE 2" uxLL ORC T-4'CIA AFF. S'4' MG AM waam cocomm AT &4r W. ------------------ t ------------------ ---------------------------.I LINE OF WALL ABM L— — — — — — — — I I -- — — — — *'-V x T-0 OR GARAGE DOOR L-4 W-4' 2'-2" 20'-4" 30-0" OVERALL RM R" KM - BIVATM 'P SM11W.M= IM11"w1w A/C PAD LOCATKN _g Imiial m ] IVMM:5.01 Faff RAM PLAN mo A-1.0_ HANDRAIL I -I ^ IN areAerAAYLe 1 N to 11!1" 1-14' MAX MIN. DIII EWE d� F1,4NoleA11 arm -TON PLAN FRDr1O! NtfOR41L M CQ'1'LL�11M Y11H Rav . RC RsnuA . Naac Rxv STAIR DIAGRAM S FLOOR PLAN NOTES FWVDE VP (MNMM) GYPW GOAT® REPARATION AT AALLB AND BM' TYPE % CELWA N M GARAGE ADJK,EIR TO M MAN MW MO ATTIC AFEM U48" MACIMF. AlAY8 LOCATED LEFT OF THE DRYER WLE88 NOTED ONEIWRE. ALL E M3" OLLS ARE DRAW AT V CPU AM NOTED OTNEI.IBE ALL NTE" AND CLMON IIWlb ARE DRM AT R W UM NOTED OM9WM VEADER FOR FWT FLOOR G AT V-E' W R'-4' CLG 4 WCM FLOP[ IB AT TO W v aA "GRAIL MW M LL BE RB' M4&J D VERTICALLY FROM TIE NOM OF M TREAD. (-) DeVM SW88 MOM SECOND FLOOR PLAN - ELEVATION T a�iew'��teii s o cz � o J cc Z N C co 6z M� Q VJc U i °C V) > a o rn LU J J C6 c } A M eo N F L J Jeelmj m VERSION: 5.0 .er.e .EeOM PLOM MM -2.0 t TYP. ROOF FLAN T am ZOW I ATTIC VEMILATM (3m0 Sa Fr ATrlc SPACE / I ea Fr VE m ATICH) CALCULATIONS REFLECT SO.t RIDGE AND Sm6 SOFFIT VERB L46 30 Fr LNDER ROOF AMC / 300 Sa Fr / I W FT . 43S M FT VENTILATION OFF -RIDGE VENT . W Sa INEAW 14' VENT) SORiT W -I Ba N EACH 439 Sa Fr x 90 . 2)S W FT WK 21e ea Fr LCW IHfIfLl�li 215 Sa Fr x 144 W N.3E64 Sa N WA MED (3) OF -FAME VENT x W W N 414 W N Will Yam FT x 144 W N.3m64 Ta RWAVaD 3564 / 9. 33 SOFFIT VENTS (CONTINIM VENTED SOFT) ZOE 2 ATTIC VENTII.ATICK (3mm ea Fr AmC SPACE / 1 ea FT VEITILATIQu 210 Sa Fr tkM ROOF ATTIC / 300 W FT / I W FT ..T0 Ta Fr WILATION 60FRT YEW 9 W N EACH Lew verrINS .Tm W Fr x 144 Sa N .1006m W N RE(i M MAO / 9 . I SOFM VM (CONTW0116 VBAED SO49T) ZOM 3 ATTIC YMM ATIM (3mm 6a Pr Am TPACE / 16a Pr vwrLATou 56 Sa FT UNDER ROOF AMC / 300WFIT/ I W FT. 1S Ta FT VWr LATIOI SOFT VENT S 60 N EAC14 LOW � x 14430 N.26M Sa INR*AWH!D 2666 / 9. 3 SOW VENTS (CCHTNkUS VENTED SO M) ZiOW 4 ATTIC VENTRATM (3mm TIT Fr ATTIC erAcE / I Ta Fr wmLATm M 60 Fr UIOER ROOF ATTIC / 3mm 60 R / I W Fr . AT M R VENTILATION SOFT VERY 9 Ta N EACH AlLow VENI'm TD FT x 144 TO N Limb W N RELIWM2D 666 19 . 6 6OFli VETS (Ccmrm 6 VENTED SOFFIT) TOP CF fAECIA a _ _ _ 3drI33MwgaG_ UNLOU,�NE _ _ 6' FRE2E�/ NORRORAL LAP SONG ? ® PEM CQ"FAWrY TPECT pT 'I (TTP) 4' CORER TRM� n P TRM 4 SILL- eEcao Fu - -- _YMOGYI LNE _ _ 4' RAISED STUCCO TRM 4 SILL v 0 9 m —FN t:! ELEV-- TQ Q FASCIA— _ _ _ Ad FLR CEILNG_ _ WINDOW LIE.p. 9 LIECF PLAOWNC,, 8H.oND RR — rLRA_ — _ IDDOW LIE— _ — — RRBT F R— — D 6� 6M PITCH AFXW SIINGLE ROOF (Tyr) 6� am I'ITW &M PITCH AIQW ONWA E ROOF (Tyr) 4/2 PITCH 412 PMA ARCH'ANGLE ROOF (rrPI ARDI 6{NKlE RxF (tTP)J E DOODOOF FRONT ELEVATION T 6 2 ® �6 6A1 WON ARCH SINGLE ROOF (M) 4/0 PITCH ARCH 9I6IGI.E ROOF MM) ,J• REAR E RVATION T aMlM�'Ff�N 4' CORN M TRM 6' FIRM 4' TRM AND SILL LINE OF RAWM (Tyr) 6' RAISED STUCCO TRM COACH LIC*M PER C" SPECK 4' RAISED STUCCO TRM +IORZOWAL LAP SIONG PER C" SPECS 4' CORER TRM (TYP) COIEWrt OW STUCCO PER Cain 6PEC6. 'IWDCM WQM IM KR AII• B,RI�N,IAL FTaeTb (ro lE OO/IMA"AtO AWNO CONSTRICNM INALL FF4= s N cm O O v� J La 1 cc Z CD Z M O J o U- J °C N00 Cc W g?= O w aC:s co ir Ma M MN I L J VERSION: 5.0 MA nrAR Tr9svArrTDNs A NODE Mm X-3.ldl 6 Q Q 6 APEN MW NOW (rlr) TOP OF -PqFLR9Lm ----- TYP. WORZONTAL LAP ❑ GIDM FM COW SIPECb--� MC5 ❑ 4'00MER Ll I FLAGWW. (Typ) 12 4 AWKLME- 16 _!qFIALEY ROff SIDE ELEVATION 'r wu�vvr�wr-frgm 12 6A PITCH AF404 MMUS MW 6A PITON TOPt QFLFALaL PILOC TYR HORIZONTAL LAP som FM Comm SPECS F.EIE 4'0004ER ml-� LM OF FLA64NG (TYP) a --I 4 4 LEFT SIX ELEVATION T �Wwvr �Vrwff= STUCCO PER CalK BMC& MR I (u vs La w z aNa cf) Q) MZV) 0 o—j< w 12 CC 7aS 0 CC _3 LL vi w 0 MN ji L VERSION: 5.01 1.6... I SM R"ATWM .11 BUILDING SECTION NOTES MAW NOTE. TNEE MAU ARE 6TRPCtT ARp6TP.GWAL, MM TO 6MMPAL MOM FOR MOPE 6AOR'1 nM Know WILM TO OTWM M"ATIM AND M ZM 24 EXIETWOR WALLS O R 6� Q 6 fAE-MMIFACNED TFWM INSULATION PER FBC AND ENERGY FORI'1 —>�aFrrecu SUBMITTED WITH PEWIT APPLICATION _;LA O / LOFT / BEDROOM 3 \ 6ECcroFLR _ - _PN FiR CEILINCf WIDOW LINE 5EDR00M 2 --- Q \ HALL BATH 1 HALL \ O Fnm ELEV 0"ACTED, TM MTE TWA= W L WAPOPR WOM FOUNDATION (SEE �// BUILDINGOAKSECTION • STRUCTURAL PLAx m mr-ff l�e�WpRT�le6R-�OL6u 1WW1�6r6AW 6� Q6 PIE-�1ANfi�LTIIED TFiIl68E8 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION LOFT PRIMARY SUITE GREAT ROOM i 11 C"ACTED, MMM TREAT® WL WAI M MMDM SECTION'BBW Nut~ !1/rM�M61M041T61�-AL\�<16rM / / O Q 6 O �6 Z O iR O J cm Lo V 'cc^ V Z �ZM O VJo U moo cn > a W tO Ir a L ELECTRICAL LEGEND 0A —+0 GAS LINE} CAV LIGHR —+ aM COLD N47M RAW MOUNT LED • t� ELECTRICAL PANEL Q WALL MONIED LIGHT 8 ELECTRICAL MIER WALL SCONCE • O' DISCCMEOT MTCH F— I FLUORESCENT Loff MA BUILIS, $ SWTOH O RAORESCENT L&IT u/ 2 BLLOS 8 $ 3-MY 9WRCH ® VAPOR MWTEC IED LW 1 $ 44P4T 9WT04 Q E26WkT FAN $O OMER SRITCH EMN/ PAN wl LIGHT L 4 BurroN ® E)O"TFANIV HEAT I LIGHT ED DUPLEX OUTLET ® SMOKE DETECTOR amomm CUTLET® XIDE DETECTMTOR ID SUTCNM OUTI.ETDUREX Q THEIMTAT MOCK FLOOR OUTLET DIRECT WRE GM GA OUTLET T PHONE JACK WFGM CA � T MEDIA JACK pIMATER CLG ® CEILNS MOUNTED CUTLET e%] i CAMETVO(ILET 220v ® 220V CUTLET DOOR CH MES CEILING MOUNTED ® SECURITY PANEL L&ff 0 ROOD L&IT MOUNTED LWIT n n C=4=0 C ELNG FAN C= =7 CEILING FMI W LIGHT U U ELECTRICAL GENERAL NOTES SWTCIES TO BE 45' AM FECEPM TO BE O' AM - 42' F OVER A COUNTER ALL WRING TO BE N ACCORDANCE WTIN NEC ARC FAULT ONCE NIERIFIER PROTECTION SHALL ME PROVIDED AS 1112a D N NEC 210)NA) AND SHALL BE INSTALLED N A READILY ACCEBNBLE LOCATION. ALL 6`10M DETECTORS SHALL BE VW CWPED INTO AN ELECTRICAL POUER SOURCE AND SHALL BE EaR1 M WTH A MONITOFED BATTERY BACIQ P. PROVIDE AND INSTALL LOCALLY CERTFIE7 SMOKE DETECTORA GROUND FAULT C8SCM NTERWER MALL BE PROVIDED AS REGWRED N NEC 2106(A) MO INSTALLED N A READILY ACCES um c LOCATION IT 15 M RESIFONSOLRT OF THE LICENSM ELECTRICIAN TO INSURE TINT ALL ELECTRICAL WORK 16 N FULL COMPLWNCE WTN NFPA TOA - NEC AND ALL AMICABLE LOCAL STMaARD6, CODES, AMD ORDINANCES. PROVIDE INTERBTSTBI BODING TREMNATTCN AT SERVICE LOCATION PER NEC 250.%4 LIMAI EG N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410)6(A)4(5) IIIECESOM LIGHTING TO BE AIR TIGHT AND IC RATED HOOT OF THE LAM N FER'IMENTLY W67ALLED FIXILREB SHALL BE WON-19"CBDY LAMM RS3EIR TO ENEMY CALCULATIONS, FOR ADDITIONAL WaWTIOI PROVIDE THE IgEaM D CLEARANCES AROUND PMELS AND DISCONECT6 IN WIPLIANCE WTH NEC Res. ALL RECEPTACLES 8 4ALL BE TAPPER RESISTANT PER NEC 406)2. TIE BRANCH GROAT aMYNG THE RECEPTACLEM N A GARAGE MALL NOT SUPPLY oUI zm ORSIDE OF THE GARAGE *0 NOT LESS THAW ONE RECEPTACLE CUTLET bLdLL BE INSTALLED FOR EACH MOTOR VIE NICLE SPACE AFCI PROTECTION - 202 (B) ORELLNG WITS, ALL D0 VOLT, SINGLE PHASE, B AND 20 AMP BRANCH CMUM SUPPLYING OU = INSTALLED N D6KIM WITS, FM1L7 ROOMS, DNNG ROOMS, LINYs ROO'16, PAALaob, L0IPAIE6, OBl6. MAD" 61NROOM4 RECREATION RD", CL0WM HW MYA OR M IILAR ROO'16 OR AREAS, BNALL BE PROTECTED BY A LISTED APO, COlNATION TYPE, INSTALLED TO PROVIDE PRUW11CIN OF BRANCH aRCUR. EXTERIOR 200 N'PMTER MAN CGPtiO GARAGE O ATP MAN LING MEMOR MEL 44 AL SBR CAPE GROWDING ELECTRODE SHALL COMPLY WITH SEC 25OS2 ELECTRICAL RISER DIAGW N?.S. AA: DIBf� � FLCIOD �UGMT RI. MI � 2'-2l'4' 4'-66\ F1I.M i' 0 / 5Fm n I '" I S OMIT � �e � `'_�4• � _ I � GPf F2 I _� / /'I _._ �,����✓ Y/ // le iCtOlr� -' m ® WcM� g'_r, I D i W,,GO ' �zza� o--7Np db dE '. 22 M +42'W � GPI +42.W OPT. DEDICATED BO AMPS 114_EO NEMA 2400 740v) F RE(iIIIRED BY CODE AGM iC CLG GPI T------------------------------ T — R I FIRST FLOOR ELECTRICAL PLAN- ELEVATION Tsomwwpr imw%m cm C 0 J v� La 1 co � Z NM ch 5 ` Z M 0 0Jo U- Aac >ao LL N 2 W r— J $?_ w 0 v _ a r L J VERSION: 5.0 NT IMF R2J<CiNOAL waRu IEIRNLT I+.00R Ot. E-1.0 ELECTRICAL LV-00 —+Go "LINE �} REC"m CANLK.HT LGW —+pF GOLD WEIR RAW MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LW 8 ELECTRICAL PETEIR WALL 60ONCE 0' DI6COMECT 8004 RAWREOCENt LGHT all BULB $ SWTCH O RllOREECENt LIGHT W 2 04M s $ 3-WAYBRITd1 ® VAPOR FlDIECTED LK.NT $ 4411A7 SYITCH O EXHAUST FAN $O DIMMER 8UT04 E)O.MT FAN 6) L*W 4 BurroN ® EXIAUST FANw FEAT 1 LIGHT ED DUPLEX OUTLET ® 540E DETECTOR CUADPLEX CURET ® CARBON M2 4OXIDE DE1f OR WED OTUPLEX Q TFERIOBTAT FLOOR FLOOR CUTLET T DIR Ct WR2 Gn PH 6 C44 OUTLET T RICE JACK WFGM 6 WATER CUTLET T MEDIA JACK CLG CEILING MOULET OUTLET T LE CABTV OUTLET 220� ® 220Y CURET DOOR CHFES CEILNG WNW ® SECURITY PA40- LW NAWSNG CELAW FLOOD LK.NT MOUNTED LUWt n n C_#J CEILING FAN C= _:) CEILNG FAN W LdW U U ELECTRICAL GENERAL NOTES SWTCES TO BE W AFF. RECEFtA TO BE 0' AFF. - 42' F OVER A COWER ALL UP" TO BE N ACCORDANCE WIN NEC ARC FAULT CIIWX INTERI PRIER PROTECTION SHALL BE PROVIDED AS REQUIRED N NEC 2W.WA) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL BMOE DETECTORS SN4LL BE WRDUII® INTO AN ELECTRICAL MER SCARCE AND SFMLL BE ECBPFED WM4 A MONITORED BATTERY BACKIP PROVIDE AND WTALL LOCALLY CERTFIED SMOKE DETECTORS. GROUND FAULT CARGO INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 2105(A) AND INSTALLED N A READILY ACCESSIBLE LOCATION IT 16 M RESPONSIBILTTT OF TVE LONGED ELECIRCAN TO NSURI THAT ALL ELECTRICAL WOW IS N TRILL CGPLupcE WTH NFPA 10A - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNYNCEL PROVIDE NIERSYSTBI WNDNG TFEMINATILN AT SERVICE LOCATION PER NEC 2WS4 LU INIAWE6 N CLOTIEA C1,08ETS SHALL BE WALLED MR TFE PROVISIONS OF W 4WJ6(A)1(15) MUM LIWTING TO BE AR TIWT AND IC RATED I00R OF RE LAPS N PERi4NEMLY INSTALLED RXNAES BFWI BE 40449FICENCT LAPS REFER TO WMY CALQLATIpN FOR ADDRKNAL NFORIATICK PROVIDE TIE REQUIED CLEARANCES ARDIO PAEL6 AND DIGCONECT6 N COMPLIANCE WIN NEC N026. ALL RECEPTACLES SHALL BE TAMPER RESISTANT FM FEG 406D. THE SMANOI CRDUT RIPPLYING THE R CEPTACLE(&) IN A GARACC SFNALL NOT SUT'LY CURETS OUTSIDE OF TFE "WA AND NOT LEN I" OR RECEPTACLE OUTLET SHALL BE WALLED FOR EACH MOTOR VBACLE SPACE AFGI PROTECTION - 2102 (B) D Et L IN WR6. ALL 20 VOLT, 6INfA.E MWE, B AND 20 AMP BRANCH CSCUR6 SU'FLYNG CURETS INSTALLED N DURING W 11, FAMILY ROOMOHM ROOTS, WING ROOB, PARLORS, LIBRIAE6, DENS. 011HOW 6 SWROO'B, RECREATION Wall. CL.OSET1, HA1111AY6. OR WILAR RDOMB OR AIEA6 SMALL BE PROTECTED BY A LISTED MO, C01MAT04 TYPE, WALLED TO PROVIDE PROTECTION OF BRANCH CIRIM. — — — — — — — — — — — — — — — — — r- I t8 1 •S' 'I PART. SECOND FU= ELECTRICAL PUNS 4-J 00 � a 9 �f Z cm N La tD 1 UZo WQ w� Q O o 0 LIL: y co) Six �a M �N 1 L J R1RR W VERSION: 5.0 WACTIBCAL FLAN{ •EC0116 "OR UtO E-*3 n am all DEVELCITIONT DO MIX SCALE TMI I! DPAYW VIEW PIRDM6 OPCRA71O1 WN DOPIUGIQI AD IME m""S INEW COIIMIIIOIIOMI 7Im MPAUMDOPOIOW M ODOM Nol*LC M rim mr snwc mDDLDS RO![ nwam BY DMMAlO► 100=1 ANY dM7I3N1OY (D"NMMAOWAt[CKM TI@ DRAOM YD ASSOCIATED CPAMW md1" 611 XWMNU !PAIL m P6-QMm 14 CaRPIACIOP At ONCE MD W CIiIPIOMOI IEWL NG� 2„ /TA wn caso m.II! 11 I ll T COPIvRgtAMlf m 1memosCOS CP IOC/L. 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MAM R= MKMI WmIGFAW�AMWANWWAMAM= MALLMWUNWNALLGM7NMWL1 VPMCMWCIWUr NIMWMLMAMMWIMMMMWA.NMM F MMMMAM 1WMWINtNAMMAMM wmwfflWWMNMMWOM NMAINNIYNY�ISINNIWIINYLLNMMNLNNai MUMAM MPVMAlM1MUWMIM1011MMAMIWRMI = AbIMNIMMML s k WAMMMAMILLASrlIM MM ANf01MAalA! i1MNlNIOA M IMMMYLACOIW IWMMIWI MALL NIANM W IAA IOApQwIMMl1®NMMOB�Ip1AJNMPOR AIMMA/MAL OANAAYMMLNAMlNMAMOWlAWAO1IM IgA�M MNMMSAMAM1NWAl1A1QAfAAME7WIWAM[ ONAIM�MINAWOUM MOM fMMAWWp MNMMIILOMWWICMMMALLW:ANd rM IWA1 W MM�AOMWWAM——u0FM=M am ANFMWAWMN MAMMMAIMAMIAI AMWAWMMAAWINMNIM WMANDIMMrAMMMMGFM WiMMAMWAI,ANAIM M MMNDUMM MMLMWIMI WAVM M71WA1WIWMNMAIW W.MlgNWNnIHMMI OOMWIIMNI HANDRAIL/GUARDRAIL CODE DATA SCALE: I W-- I'-& AIMMWMMNM EO. TMADS SEE PLAN WfNanMOMMMW 3/4. AlMlMA00D1lW IEb+ANSION MAlMWOWDWMMMI -F � ,/ / MMWWAAMWM WMAXW .MLffMLw"M MAWWwwwUMNAWMNI IMOIWM LANDING/STRINGER DETAIL SCALE, I W- f-Ar AIMWDWWIMQ EQ TMEADS SEE PLAN M4RTMMAMWA $ AdMADMMMMIIWlIP AMAMWIMATWICII WMWq !!R AM'RNAAMMMWW M7MWNDIOMAIIMMWWW m pmMMAIMWM TMMMMWANMNMLMMRMITA WAA MAN NOR FNA ALLAAM N AWQ aMuorMAxmlaoM W ■A�NMW MAMaAnMMMWFMAMWMMwe WrWLMMAAAUMMWWraooe FLOOR/STRINGER DETAIL sc uE, I W. P-V I VW MIN. -r MAX IIWMMI.-rMAX 11/r CLR MNWMONIMBFML ■MLWAM N f<oAM � �f11LmA:. am MM3 I MMLLWM HANDRAIL SCAM 1 w'. I'-Ar MtAMMM � AIA! NL OdMWARAMNW H AAMAIIAWM MWMICWI AlMXMr WLATALL MMusAAWlaMa sooMuwMeWMa uWMaM SKIRT/WALL DETAIL rWaAMW1ra AAMonW — AdMM MMU.M! 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T-V NOA<WLOIDNUILm NORmaPN HOMLWMNNONWLMIPMMRS IOEIEamt MIEHNMIR.MOIMOINMNONIS aIICNNMA0QN7 NMIIL'E016alNIMPANO/ LAlICI1MNOBNf ►APNdMWNDN GYP. ED. LNdNM10N00=01a GYP. ED. 0000SPNMMRaNIII SNKlMALOQAE; null; LAPREE 16PAMMM! ' aGILAORpDaRAMNo SNOCOHNIWCO el NUNIEMILMDNAMN 240AGDAMEWOI! IM&WAMIMIDN00NB5. emoevvwL DIMINO wOOnNNIMEONPOE IRACKAM3NLY IENAIN Dt RES DR. IffAD 21E0a pm GARAGE DOOR INN•w GARAGE DOOR TRACK GAINISDOOR OVERHEAD GARAGE DOOR JAMB SCALE: 1 IF!'. 1'-& OVERHEAD GARAGE DOOR HEAD SCALE: I La'. P-V EXTERIOR IMIIC506=60MNYMMMP aENMLN01PERWOVN DDaORSammons MANI6INMumma -- t MCEAIAONNN0.Af NINNDMMNN D0111 12 AI : OVNEOEINAYNGPNEIO PAN — MODlaAOINNAM — SOMI AMENAIfOVM vcmmmm tYMSFACHM LMPN6MlpWAMMMgOP� MMiaNN INTERIOR !MAl11C2lN MIIUACIIN! MYECONAlNLY NNILmIa1 OOIMMIMOIM>ENA11 NIIDNNNIOEPMOE 110E4INLA110N NOlWEDOwN1MNlYlON PNIMmA SIMICII! PM MNOOMP MORWACR W L NWLNIONMN iNONCpMNMlglt JAMB AT FRAME WALL SCALE: 3'. I'-O' SLIDING GLASS DOOR HEAD SCALE: W. I'-0' Q a�f 'Got A Q�� x ��a 0 Y w rNMMMN Saw t cm O O J vs /1 V /cc� V Z E N p cq V?a cl: c U cr 4)oo NLL w 8 O I'- a M M N F L I ewme I a VERSION: 5.0 DaIM MIM DETAILS mo -3. GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2020 EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE, 71h EDITION, 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 97RUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WINCH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CML/81TE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REIXUREMENTS 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 SECTION84DETALLS, 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 LMBTED 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 REOUIIEMENTS SPECIFIED IN THE CODES SHALL 13E ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS, THIS SHAD. 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 S. 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 4S•HOUR1I AND INVESTIGATION BY FIELDSTONE 9. THE TERMS `CONCRETE SCREW AND UASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCIETEIMASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS. SIMPSON STRONG TIE MEN TURBO, GENUINE TAPCON, OR HLTI QUIK CON N. 1�C�1`► [�1�111_�1LT 1. BUILDING RISK CATEGORY =I 2. VERTICAL LOADING ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD -10 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 -40PSF FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF FLOOR DEAD LOAD -15 PSF DECKIBIILCONY LIVE LOAD -40 PSF EXTERIOR FRAME WAILS w/OSB =10 PSF w/STUCCO -15 PSF W/SRICK -45 PSF INTERIOR WOOD WALL -7 PSF STARSAANDINGS -40 PSF SNOW CRITERIA: GROUND SNOW LOAD ft -0 PSF SLOPED ROOF SNOW LOAD (Ps) -0 PSF EXPOSURE FACTOR (Ce) -1.0 IMPORTANCE FACTOR 09) -1.0 THERMAL FACTOR (Cq -1.0 ROOF SLOPE FACTOR (Cs) -1.0 SNOW LOADS ADJACENT VERTICAL PROJECTIONS & LOW ROOFS ADJACENT TO HIGH ROOF ARE INCREASED FOR THE EFFECT OF DRIFTING 3. LATERAL LOADING WIND CRITERIA: 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 6 SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP -40 PCF WALL BRACED AT TOP -55 PCF 5. GIARDRNLMANORNL LOADING: ALL OUARDRAINANDRAILS SHALL MEET 200 USS (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 SYTHE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES nOC•ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND WARDS.' 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 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 GEOTEC HNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLANT. PROVIDE 6 MD. (MINIMUM) POLYETHYLENE VAPOR RETARDER AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDON 61NCH (MNIMUMq AND SEA. WITH AOHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SNAIL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAIED OTHERWISE ON THE DRAWINGS. a. 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 8UB•G BADE APPROVAL, THE SUB-0RADE SHALL BE FIEEINSPECTED BYTHE OEOTECHNIGAL ENGINEERTESTNO LABORATDRYAFTER RBmALof WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT NT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE 8. A GEDTECHNICJIL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDInON AND ASSURE THE ADEOUACY OF ALL SITE PREPARATION, SUBORADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WAL& HE SHALL SLOW REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACIFILUNG: 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 BACKFILUNG OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL 18 TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO EUMINATE 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 131557), IN LIFTS NOT EXCEEDING 8INCCHES. 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 AMU C160 *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 "15 GRADE 60. S. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAUNG OF CONCRETE REINFORCEMENT', ACI 315 - AND 'MM UAL 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: ILASMO NBa WITHIN UPPER 2/3 OF SLAB AND 314' MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/P MINIMUM COVER AT EXTERIOR CONDITIONS OONCNM VVJNDATIOIB ASOW 5NM 3' FOlBlm C� 1.1/2' (#5 REELAR OR SMALLER) 2' (#6 FEW OR LARGER) TOt9M11C! +/-3/Y S REINFORCING STEEL SMALL 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 SPECIFICALY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE a 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 S NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A U6' TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE I I HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 31S. LOCATION OF LAP SPLICES SMALL 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-IM SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F) 8X6-WI AXWI A. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM M1064 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 C1118. THE MANUFACTIURER/SUPPUER SMALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM CI I16 WHEN REQUESTED BY THE BUILDING OFFICIAL. 1&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 MITI! 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. 1 S CURING OF CONCRETE SURFACES SMALL CONFORM TO ACI 306.1 'STANDARD SPECIFICATION FOR CONCRETE DURING' AND ACI 308R'GUIDE TO CURING CONCRETE'. MASONRY NOTES: i. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530. 'BUILDING CODE REQUIREMENTS FOR MASONRY 8TRJCTUEW AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.- 2. CONCRETE MASONRY SHALL CONFORM TO ASTM COO 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 LAD IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 21000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR 8 UNLESS SPECIFICALLY INDICATED OTHERWISE USE EITHER PORT AND CEMENTAIME OR MASONRY CEMENT FOR MORTAL 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,5W PSI. & STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE OD. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS, S. 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)45 CONTINUOUS VERTICAL REINFORCING BOLA MASONRY NOTES (CONTINUED): 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 SPICE LENGTH BEND DIAMETER ACI HOOK 04 2W 3' 10• #5 2S 3-3/4' 10' #6 34' 4.1/7 11' #7 47 S•1/4' I 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSUE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING, 11. GRDUUTNG OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR'LOW LIFT GROUTING' OR'HIOH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3.2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 53WASCE 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 GRACE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN RACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM. BRACING SMALL BE PROVIDED IN ACCORDANCE WITH OSHA- CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3­48 -'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.* (ND% 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION.' AND SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWYOOD.- 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD P82 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL aE 0)-PLY U,N.D. G. WOOD BILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/7 DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH T EMBEDMENT, 4- (MINIMUM) AND 12- WA IMUM) FROM Elm OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3WXII22H' WASHERS AT THE ANCHOR SPACING BELOW. MAXIMUM ANCHOR BOLT SPACING - V-W O.C. REFER TO'PRE-APPROVED FIELD REPAIR NOTES' BECKON FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT USTED, SUBMIT TO ENGINEER OR REOOID FOR REVIEW. S. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/7 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 NO.1 UN0.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: F.- 875 PS�II�� �Fff���� 425 PSI FT - 450 PSI FC- 115O PSI FV- 135 PSI E- 14W KSI WITH THE MDISTUli'E CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED im S. 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 MO TOP RATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (6)4L162'X24/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALE AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fe= 1100 PSI Frri�- 565 PSI FT- 675 PSI FC= 1450 PSI FV= 175 PSI E= 1400 K81 WITH THE MOISTUA CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%, 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5458 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES NCR0111M LOLL PARALLAM FOL TRINwanym L>L E - 2000 KSI E - IBM KSI E - 1300 KSI Fe = 2600 PSI Fs = 2400 PSI Fe - 1700 PSI I& FLOORR SHEATHING SHALL BE 2021NC H, APA RATED SHEATHING, 441N MIN., EXPOSURE 1. INSTAL 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 MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.1 31N24/2"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 (I}2X KING STUD U.N.O. ON DRAWINGS, 12. FOR EXTERIOR WALL HEADERS PROVIDE JACK STUD AND KING STUD PER CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <- 140 EXP. C WALL HEIGHT SIFT OFT IOFT STUD SIZE HEADER SPAN lFn 4 IJ/IK 1J/IK 1JAK a INIK 1J/1K 1J/dt a IJ/1K 1J/1K 1J/3K 10 14/2K 1J/2K 2*4 12 I.M 1J/3K 14 1J/2K 1J/4K q1J/4K 16 1J13K 1J/4K 18 IJ/3K ENO WINDSPEED OF <- 140 EXP. C WALL HEIGHT OFT 9FT 10FT STUD SIZE HEADER SPAN 4 1J/1K 1JViK 1J/1K 6 IJVIK 1JAK IJ/1K a IJMK 1JAK 1J/IK 2xE 10 IJ/1K 1J/1K IJ/1K 12 IJ/1K 1J/1K 1J/1K 14 !NIK 1J/1K 1J11K I', 1J/1K 1J/1K 1JIK 1s K 1J/1K 1J/IK 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 IV O.C. MAXIMUM UHO. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRICTED WITH 2X OR METAL STUDS (10 GAL MIN.) ® 24. O.C. MAXOMIM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF OIRDERSIBEAMS SHALL MATCH THE GI1DER9EAMM PLY COUNT WTHN 1/2 TOLERANCE (2-PLY STUD) COLUMN MINIMUM). SOLID BLOCK ALL ODDEP40EAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING 804:MILE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R802.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS ANOIOR WOOD 1-JOIST MANUFACTURER. 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 I- JOIST SHALL CONFORM TO ASTM D 51166, 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 MANUFACTURERS DELEGATED ENGINEER 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. FOR PLANS FIELDSTONE AE S NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS a VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. S. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINN ER8, 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 P.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BC84B31N ADDITION TO PERMANENT BRACING SHOWN ON THE TAM 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 REINFORCMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 RESAR (36' LO.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. A8 WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE NTH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 17 LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THEME BEAMISONO BEAM. COMPLETE GROUTING OF WAIL IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16' M) x 4 (W) AT FLOOR LEVEL DRILL AND EPDXY #5 REBAR (32- LO.) 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 MSPLACED ANCHOR BOLT: SILL PLATE ANCHORAGE SOLUTIONS INTO COICI A 10x6' TITEN HO WITH 13/4• MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FORA 1/Y DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE A 1/7 THREADED ROD SET-XP EPDXY T EMBEDMENT WITH 13V4' MINIMUM EDGE DISTANCE AND 7-1/7 MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 112' DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE IMIOGIDUTRUAI0KOMMI Aft A IM"" TITEN HO MTN 1.W V MINIMUM EDGE DISTANCE AND Y MINIMUM END DISTANCE AT W r O.C. REPLACES A IIr DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT e4Y O.C.; LIKEWISE A 1/27VS' TITEN HD WITH I V4- MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 2-8- O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT W-W O.C.. 3. MLSSINGIMISPLACED 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 I41r 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- LO. NAILS). WHEN GAP IS GREATER THAN 1-1/2', INSTALL NEW ANCHORS. 4. MASONRY WALL OVERHANGING SLAB BLCCKQAIeBNIq iIORAp < 5/8- NO REPAIR REO'D 5/8' < OVERHANG < 1-1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1.1/Y CONTACT ENGINEER OF RECORD FOR REPAIR 5. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT 9PJM 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 18 DRILLEDIBORED 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 HOLEMOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE H892-SD81.5 WITH (I*1/4'X1.1/7 BOB SCREWS. FOR MULTI -PLY 2X STUDS USE H882-'#'-SD83 WITH (12)-1/4W' SDS SCREWS, WHERE #' CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTOP RXM'. 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 MA" WIDE AND MUST BE FASTENED WITH (0)•1 SD NAILS ON EACH SIDE OF THE OPENING. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 117 (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOU8 KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM COM TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R70&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-1405 THE SOFFIT WILL COMPLY WITH R703.1. C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE ; of P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 • STATE���► ' , OREDI'.•'•• i �� 02/ 2 aDATE MIA goon 3400 Aubum Rd Sufte 200 Auburn Hits, MI 48326 +1 248.622.4035 FWdde 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 81&48&3310 www.flekhtonsee.aom m Zcl) I Q W G GCC Q l�L 2 CL Lc•) N DRAWN BY: I FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-1401 Israw arts ama. ISM mmM atI9mISM UL.R taaa mm N IaM ISM MIM IaM : mm Kill aa. mi 2 rot EXI6i� YASONit'WALL z Fo3C MASOIiiY OO M CM Mi FMM-010 1!1'=1'•9' FpIA.p33 ra,tlamra,SM ropt..malSM � �� � N rmmmsamam R _ _ _ b Iataamaatltlom mm�m9,lAN .4•��,a mlammRaa. 1. o aotalamom , at.a[aa. F04 Exrelarlw�rlirrAt��c�ulAaE 2,2a2922 1 fr-ra FMM-040 trm0•aam rm%w mll falmLmm mRm mrmammam lour IalaawarMm ! rata9msaama9m aommRyAN MBtyMYM ''� IOMtCnarAN mlaammiaCM , r WmmmtL F06 QA DUPEMMM 2nar.VM ,rr.ra F;X= aatam `Mm POM ! mallamr ! att111.mr ! 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A w SLAB @ SHOMY9I 2M M rw 1Wz'-0• FMM•2t0 mtsrmas msom A�mA.ml. mtt.mexmttmm,:am afmmtltaAO.oM 7llartgmaatitm t.M V&LlF ml.mm = am �Mm tmMlmtlaM m aeQ eSalsma mLMlamm nca.e mm rRlaBmtM m®Ita A� manta ��� nSleos ar=Nttom! y pldpY� aotltLlalaM rrrF,9mmsaas �,I10fVIlYl.7�t1 QfIR lM1Rq 7J2a1M �TR f17i111f11IM9-CM) 1,n29021 roc rro3) 1/2•.1'•p Faa•120 FMM•130 * HeMstme C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE No. Ap . STATE OF Z?*I- �� " NONAL. 9 'k� 1111111 Mlchlpan 34W Auburn Rd SIAtm 200 Auburn H h, MI 48328 +1 248.822.4035 FloAda 129M Tampa Oaks BNd. Suits 150 Tampa, FL 33637 +1 813.468.3310 WWWlekhtormae.00m O O Q J s z rR F _3 Q Z � W -1 cc Do CO) 4c LL O C.) W CO o� W F —a W MN O Li 1— r L I I DRAWN BY: I FAE I VERSION: 5.0 SHEETNAME FOUNDATION DETAILS SHEET # s1.� Whigen 3400 Auburn Rd SuRe 200 Auburn Hits, MI 48M +1 248.622.4035 Fkaide 12808 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.486.3310 www.Nembnome.can N O 4 �R ~ Q JLU Z w p¢ O LL O it U W (} co p I' v) N DRANK BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.11— FILL 3' INTEL L EL FIRST FLOOR WALL/HEADER PLAN - ELEV. 111" IITO WM 80.1 FOR CiB MAL OTTWURAL NOTES * Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE STATE OF 101VA< 11111 M1ch1W 3400 Aubun Rd SuRe 200 Aubum HHK MI 48326 +1 24&622.4W5 FWdds 129M Tampa Oaks Blvd. Su@e 150 Tampa, FL 33637 +1 813.466.3310 www.BeWsbmeae.00m N O O N J z z Q iR V > J Q W p Z w 0IX 0 U W Cl)_ ox tr x 12 a MN r 0 Ir H JL- r - L _ DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FIRST FLOOR WALL/HDR PLN SHEETS2.1 1_ /'' MSTCANO FROM IONONACK STUDS TO OWL WALL / ELBOW W CONCRETE SCREWS. INSTALL emAP // BEFORE INSTALLING LEDGER AT LAW ROOF 3050 SH END 3050 SH 2II WALL 38C 3080 8H MSTCh W FROM M 21 BUILT UP COLUMN TO PRE -CAST LIMB BELOW C81S WRZONTAL STRAP W/ CONCRETE SCREWS CONT. ABOVE 6 BELOW OPENINGS PER SVft% 3 ag 3010 FK MSTA30 FROM BASE OF (2) 29 COLUMN TO TRUSS BELOW MSTA30 FROM BABE OF M 2c C816 HORIZONTAL STRAP COLUMN TO BIRDER BELOW CONT. ABOVE A BELOW OPENINGS PER SW%fS42 SECOND FLOOR WALLMEADER PLAN - ELEV. Hill WALL, 1/e-1'V 1. REFER TO DW080.1 FOR GENERAL STRUCTURAL NOTES MSTCM40 FROM (2) 2c BUILT UP COLUMN TO CMU WALL BELOW v# CONCRETE SCREWS MSTAN FROM BASE OF M 2< COLUMN TO BIRDER BELOW Co�o Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: G 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 • BENJAMIN NIESE, PE P.E.# S602S 02/06/2024 DATE � d No. a p An OF ' �� F' w �` 'ts!o"AL 0 IIIIIII Michigan 3400 Aubum Rd Suite 200 AuMNm Hlk MI 483126 +1 248.622.4035 Rodds 129M Tampa Oaks BNd. Suite 150 Tampa, FL 333637 +1 813.46&3310 www.ftWbnene.com r L _ DRAWN BY: FAE VERSION: 5.0 FE EETNAME COND F�LOAIN ALL\HDR S2.21 v7 HE T T FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" SCM& W-ra 1. TO OM Sal FOR OENHUL WFUCRIRAL NOTES 2. REFER TO DETAILS ON DM 84.1 FOR ROOF SMATHM REGILIM ITS (II) MTSIS TO q BUILT UP ODI DTT220 BABI COLUMN r I/4W_1/2• sos r ATR 8ET-1E EPO TO TOP OF OAU V BELOW, MIN. r EN (2)M816 FROM Ti TO (3) Bit BUl COLUMN. DTn BABE OF COLL)MN, 1µ•.1.1/2' 8DS SCP 1/2• ATR AO FLOOR AND EPO TO TOP OF CMU W/ r EMB®N Tw ROOF FRAMING PLAN ELEV. "1" SCALE. VC-1-4 1�P M TO DWG 80.1 FOR GENERAL STF UCR1RN. NOTES 2. REFER TO DETAILS ON DWG 84.1 FOR ROOF BFEATHM 1E FEA®tT8 818 TO (2)214 UPOOL M. !! BABE OF MN •V (N -1/T 8D8 61AT Er-)EEP000® 1P OF CMU WALL W, MIN. S EMBED 080 Fiekbwne C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: C 29349 G IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE NO. Beo .a 4, _ STATE OF XORIDk'P'-"' % C 1111111 Mkh4pn 3400 Auburn Rd SOW 200 Auburn Hik MI 48328 +1 248.822.403 5 Florida 129M Tampa Oaks Blvd. Suke 150 Tampa, FL 33637 +1 813.46&3310 www.fi"torFeae.com N 42 �LL LU W a @4 N r L _ DRAWN W. I FAE VERSION: 5.0 SHUT N&W FLOOR/LOW ROOF FRM PLN SHEET # IS3.11 .a. �IAr1Olr!• AAiDIa� aitMaliN miMrlMr eeISOraNISISNa aN.tISNMISIS�t U..MMa MIeNNNaNISleer MIMMa aoiNaaIS MueISISa>�er neaISIS ISraraeIS raotnio�u�rroM ra�ia�ia rOIISa1w14 MrISanISrrNa Imrer NIS m itima mn eMam HIM mamma" IrralaM Manrriurw,na<�w N....rM eMusmiL .a. 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IDO'1St0 C.OJL#t ARCHITECURE: AA26002802 C.O.E.#F ENGINEERING: 29349 O IBRAHEM ELAYEB, PE._ P.E.#t 91476 IN BENJAMIN NIESE, PE P.E.#t 8=5 02/06/2024 DATE ``�11111111/ �' `���` GPM ♦��,,��'���� No. i Q STATE OF 0 `. 11111 Michigan 3400 Auburn Rd Suite 200 Auburn HNis, MI 48328 +1 248.622.4035 Florida 12906 Tamps Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.486.3310 W W W.BBI boass Com N O Q N M�M M ♦R ` JLU Q u—� o O iiZ vJ a LL U ku U o� CC �x W a N co O r L ORAWN BY: I RE VERSION: SA SHM NAME DETAILS - WALL sHE S4.2 Im.ae�ISM YnwYawawwwaaa{Ana{ aaN{ree1a11t�waaNw. _ w�irMlwru�iu� AYAAw wrwsaAY : asa{alsata r miYA .11�tYaa �{iAMrea � r�orw wour� • SIl,SEaSaaMSw 1ARMIOrIM�Y�Ii 7/1 NOT TO SCALE L1{4010 {{aaawaea{auaoY>< ISM lSYYLSMIMIma! 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Loa180 TO SCALE LOO.181 * Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: c 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 IN BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE — iaawSM � IWIMOa1SSIIISaMe1MSY gAYaiMOa��NORM C A�aAUalQMItA lA1I011YYISM — laommmw ISMA m = ISa�SSa.ISaS MMMM EX 7/182021 LOW280 No. 860 �Q •• STATE OF = 16 s**ONAL 1111111 M1ch1W 3400 Auburn Rd Sake 200 Aubum Ma, MI 48328 +1 24&622.4035 Florida 12806 Tampa Oaks Blvd. Suke 150 Tampa, FL 33637 +1 813.486,3310 wwwAskistorm com O o O_ Z r� V J Q LLI G_ Z LU G� lt-LnS 0 C7 it fn U W — oCC � i� a W LU MN co r 0 cc I... r L _ DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET S4.3_ - w�! wxla wwAAA AAAiwA p� 8p A!A><w w•{wr luoA A>w A1si lAAlasOA wlwM sAn{wAA w 11110 11= w8t0{1M lwuwu4 mmmmia {� laaw� Www Ala! wAA�AAfwi IwwAQw< wAwww laAAl1111m 1 { WW11={ Q� wwwwiI Pylaq Pe{�AAI wClY wiw obiiiimiiiAA!{I 1{IAitr�it�i r Auiwtwt I�w- - wlwaala>Q - w! waarw{ A118{eAwlR {aR{psMl{ AIR AAlal NTM BMW MOMM . � � BIMwNu Awwe M.0 !!A`A{ AL� )rt?r�ALSTMMTALS atwld ewclo atA>rlla anar�on usAn � �O .. ,..,. 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WSG002 KIM IOrlw N1I= !!aw{ !lCAAI{ AAnA! �Aaw �... �� tlirwlaMMl �s�rr ww - - AAMM i.' . ww BMIgIN{AAIAwAa '• '• Ap awAl� Y�� allwA wNI11R! 1p�wp �•i:',i.;: !wlw1O � YIAA1RwA ASS AAI AA�lA{AAIAi w!{1{lRA1 == WON VUIO ■w8l8118QA sot TMPICALISI08YWIY,LSECIION 7nanozl Sot TifPICALIS1OR1fWALLSECIION 7ns�rnzl T1fPIGIl23T0MUlLSECiION 7/1WM s�0 IYPICAL5TMMTAU 1lnsr.= NOT TO SCALE *Z"10 NOT TO SCALE W8{F010 NOT TO WALE A;rw N.T.S. y/8&104 0s0 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 '' O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06✓2024 DATE i No. 86 =* *— 8— STATE OF IN` MIc1dw 3400 Auburn Rd Suns 200 Album HIM, MI 448WI +1 248.622.4035 FWds 129M Tamps Oaks Blvd. Suite 150 Tampa, Fl 33637 +1 813.466.3310 www.deldsbrms.00m N 0 0 4 F Z Q Z w Q (� O O yLL U w U o Ir ��w a MN Oyy IL I-- L DRAWN BY: I FAE VERSION: 5.0 SHEETNAME DETAILS - FLOOR SHEET # S4@3mil LEGEND 0 BX8 FILLED CELL W/ (1) - #5 REBAR ■ T Bx8 FILLED CELL W/ (1) #7 REBAR ❑O 8.8 FILLED CELL W/ NO REBAR REOD 45' CMU - FILL CELLS W/ #5 REBAR 12X12 FILLED CELL W/ #4 REBAR IN WALL) 12X12 FILLED CELL W/ #4 REBAR (IN COLUMN) l E ELEVATION INDICATOR - - - - BEAMS HEADER - WIDTH TO MATCH WALL ------- GIRDERS ------------- PLUMBING WALLS (FOR REFERENCE) ------------- BEARING/SHEAR WALLS (FOR REFERENCE) ® ROOF BLOCKING ® BALLOON FRAMED WALLSMIGHER BEARING WALLS .'. CONCRETE TIE BEAMS ■ PLUMBING PENETRATION FOR FRAMING LAYOUT DETAIL INDICATOR HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.) BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST �MF9 JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRYOPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRIG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FUR 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 REDD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD 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 OBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH LINO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (Aso) BASED UPON 10 SOFT AREA Roof Pressures Wall Pressures Gable Roof Pressures Hip Roof Pressures Zone 1 I Zone 2 Zone 3 1 Zone 1 I Zone 2 Zone 3 Zone 4 Zone 5 21.2 -40.5 N/A N/A 22.2 -52.6 21.2 -38.0 N/A N/A 21_ -516 28.5 1 -30.8 2&5 1 -38.0 Zone 2! I Zone 3e 42.5 -93.0 21.2 1 -64.5 Zone 2n Zone 3r 21.2 1 -64.5 21.2 -76.6 Zone 2r A75 I -r171 Components and Cladding Pressures (ASD) - Z020 FL Positive Namedve Width Height Effective Pressure Pressure DeKdodon Zone a Ll ArealftA JpA lREfl 160700HGD 16 1 7 112 1 24.2 -26.9 3080 DOOR 4 3 8 24.0 1 2&9 -29.3 IN34SH 4 2.34 434 I0.2 2&S -3&9 25SH 4 3 S.25 15.8 27.7 -30.1 28M DOOR 4 L67 &67 17.8 77.4 -29.8 30505H(2) 4 6 5 311.0 26.6 -210 2010FIXED 4 2 4 &0 2111.5 -30.8 3050SH 4 3 5 110 77.8 -30.2 305MH ENDS 3 5 15.0 27.8 -3&8 2DWSH 4 2 4 &0 78.5 -30.8 3068w/3010TR 4 3 8 24.0 1 26.9 -29.3 6066SG0 4 1 6 1 &67 1 400 1 2&1 1 -2111.4 zone 2e I zone 3e 21.2 -52.6 N/A I N/A Zone Zn Zone 3r N/A N/A N{A N/A Zone 2r 21.2 -52.6 ©R "r��©� PRECAST LINTEL GRAVITY LOAD TABLE 4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, IOTrS CONCRETE, QUAUTY PRECAST CO. MAXIMUM LOAD IPLF) OP tNG TYPEA !'LINTELB"TYPEC 8' TYPE B 12"TYPEB 1rTYPEC ICTYPEB•' IrTYPEC•I6"TYPEC 16'TYPEB 20' TYPEB 20"TYPEC 24"TYPEB 24'TYPEC 28"TYPEB 28-TVPEC 3Z'TYPEB 37'IYPEC 1'6" 2231 3069 3719 3180 5163 6607 8054 9502 IOCCO 3069 4805 5206 6113 7547 8974 woao 300DO Z2' 2231 3069 3719 328D 5163 6607 8054 9502 IOWC 3069 4605 5206 6113 7547 8974 I0000 SOODO JAPPROX,MAX,CLEAR Z 8" 1783 2561 2751 329D 3820 4890 5961 7C34 81C7 2561 46M 5206 6113 7547 8974 w= 1DODO 3 r 1343 1969 2110 2992 2931 3756 4576 54M 6224 1969 4375 52M 6113 7D79 8672 MW 10W0 Vr 1217 1349 14381716 1999 2560 3132 3686 4249 1349 3o90 45M 5365 4766 5617 7074 am f 0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 Sell 7074 82M 4'6" g50 1105 1173 16m 1631 2090 2549 3009 3470 IIOS 2622 4242 4350 3942 4889 5817 6662 616" 5 r 710 2177 3738 3480 3C31 37C7 4383 5061 112 1.2 Z177 2738 34W 5391 8360 $625 7590 7'6" 6 2" 570 991 1729 2108 2632 2205 1 2698E2964 3685 991 1729 21m 2632 3898 %61 55M 8' 4" T 0" 488 699 1160 1536 1626 2564 3486 3302 ®9 1245 1516 1843 2564 3496 3387 9.4" 80" 416 699 1160 N/A 1625 2564 3486 3302 899 2245 N/A 1843 2564 3486 3387 ]0'tT 92" 35d $35 990 N/A 1247 2093 2777 2536 535 IOU N/A 1533 2093 2781 2615 11'4" 10 D' 315 567 890 N/A 1356 1846 2i23 3127 4C06 567 945 N/A 1 1366 1846 2423 3127 4006 12'O' 1018, 292 525 873 N/A 1 1254 1684 2,93 1 2805 3552 525 873 N/A 1254 1 1684 2193 2805 3552 12'tT 31'Y 277 471 755 N/A 1075 1d28 1838 2316 2883 471 755 N A 1075 1429 U38 2316 28M 13'r Iry 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2326 29M 24,w 1Zr 239 424 706 N/A 1002 326 1697 2127 2278 424 1 706 N/A 1OD2 1328 1697 2127 263D lwr 181" N/A N/A N/A N/A N/A N/A N/A N/A N/A A 783• N/A 1 1234• 1421` 1 1779' 21W 2662' 15'r 14'0• N/A N/A N/AEN/A N/A N/A N/A N/A N/A N/A 710'1160• 1331• 1660- 2D3r 2459• 17 r ISO, N/A N/A N/A NIA N/A N/A N/A N/A N/A Sao952• 1117' 1379• 1671' 1"71 LYr 180' N/A N/A N/A N/A N/A N/A N/A N/4 N/A am. 150• 960• U77• 1415• 1676• 20'0' 188" N/4 N/A WA N/A N/A N/A N/A N/A N/A 340• 59B• 8l5• 1314• 1345• I4e• 24'O' 278 N/A N,A N;A N/A 11L N/4 N/A N/4 A 250• 1 N/A 1 450• BO• "880 W%r 122D' 'PRESTRESSED "W W/2" RECESS LLUNTELS Type A =Unfilled no Reba; Type 8= Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Contlnous Grout,Steel per plan In Bond Beam & Untel ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 I■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE `\4 Q STATE OF >�■e■�yyt9gaa;asss H� §$0358.1`h§aL 8 'E 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 N O OZ LO _O Z Cl) /IS ~ Lu J Q W Z Z Lu w J� p0 J � J U U U_ Er ¢�¢ o cc c7 o 2 0 s^.1 CN CO 01 F- L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # Lb CATEGORY I SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 97' Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 to 16'0" Wide 8' Tall. Door; Up to 9' Wide WindCode W5 Door C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/31/2024 Doors SGD Reinforced D. SWINGING Therma-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 12/31/2026 , Fiberglass single door D. SWINGING Therma-Tru Full lite double door 6'8 Impact Opaque FL # 20461.R8 12/31/2026 Fiberglass double door D. SWINGING Therma-Tru Full lite double door 8'0 Impact Opaque FL # 20461.14 12/31/2026 Fiberglass single door 2. WINDOWS F. SINGLE -HUNG (VINYL) M/I Single Hung Window Front Elevation, Sides FL # 17894.1 5/02/2026 and rear non -impact H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, Sides FL #186".1 4/30/2026 and rear non -impact F. SINGLE -HUNG (VINYL) Silverline Single Hung Window Front Elevation, Sides FL # 19715 7/23/2031 and rear non -impact SHUTTERS Astroguard Impact Protective System FL # 15208 A. SIDING JamesHardie HardiePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-R8 3/31/2026 JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-R8 1213112026" B. SIDING B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.1 12/31/2026 ' B. SOFFITS Ply Gem Mastic Vinyl, Aluminum, and Plastic Fascia FL # 32869.1 12/31/2026 4. ROOFING PRODUCTS G. ASPHALT SHINGLES Certainteed Landmark Archtiectural 30 yr Roofing FL # 5444-.19 08/08/2025 M. UNDERLAYMENTS Rhino Roofing Underlayment Synthetic Roofing Underlayment Underlayment FL # 15216-R13 12/31/2024 coo ALAI MELORENT NOT SCALE T W DRAW VE"WILDING MEW TqN LLiTN LONTRALTOR AND BITE M." Ou've COVElwm DR IC W NOT LONEAN SPEGFlL 9TNF ELPSON RNT RIL111RdL TO EE PROYC GY q!fECOI D ANY DGL!✓ OFWArCKY (DFEIRAC. THM DRA A GENES! iVE9E DRdWNGp AND TE d660CIATA DRAW" dW `JItE DRdWNGB TRALL GE REI'OFNED TO LO TftTOR AT ONCE Alm NO CEEP WILL (MALL . TWE C D RA LLR/ELS THE LQVi 1511. R OS W LEMOMMIIGILIIT TONEST -REOII VE 8IOF LGaI WILDNG OTiI WIL 1 T COM+LT WiN BTAIE WILDAIG CADEB M O z-0m w ma u Q �o° w o ao Q�Q "T Q RW:�M1E Avmam n�vsioRs O L Q Q Q U Q 0 DYA,IBt acve ,N•rdpmp 9@TNYE COVER 8MM P