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HomeMy WebLinkAbout37861 Dusty Saddle Ln510 - EISENHOWER CMU Garage Left - Elevation I SHEET INDEX \L DEERR: 5_ \4-E, Ca COVER HFE- -� SQwAR =OCTACE CALL LA`SAS FOUNDA ON - 9_AB PLAN =--0 C RICAL ~'LA'\S F.RS' ,FOR E-20 CTRICAL P_AVS SECOND =I_OOR A-I,0 F'RS-=(_OCR'LAN A-_ 0 SECOND FLOOR 1'_AN P-@I PLUMBING RISER DIAGRAM A-31B FRONT / REAR ELEVATIONS / ROOF PLAN A-311 SIDE ELEv,4TION5 A-3.2 MISC DETAILS 4-3.3 MISC DETAILS A-3a MISC DETAILS A-/ 0 BUILDING SECT IONS 5-AN AR_. GENERAL SPEC. ':CA-ICN5 FOR 4MER CAN HOMES G REV t A'^F, EVE LG =N- SHALL !-OVER\ EXCEPT AS MODIFIED L SUPPLEMENTED BY THESE PLAN5. -F-ESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDEN'.IA RTH EDITION CJ ANCY OG SING - FAMILY RESIDENTIAL P LE E CEILING CONSTRUCTIONS. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 5 THAN 112 INCH 02.7 mm) GYPSUM BOARD A='P_ ED TO THE GARAGE SIDE. A A= BENEATH 4 ITA ROOMS SHALL E S A A- PRO" ALL o DEG R G_o BE E H B BLE RO L_ B_ EP R ED R L IT T - (I' m TY -Y M! HAB, ABLE ROOMS ABOVE B NO ASS THAN 5/8 NCI-( �E m ) PE "X" G PSU 0 4 A F 00 -G .LAG ASS-M Y BOARD ..R EQUIVALENT WHERESE ARA.ICN IS L R E _ ¢ BL T' E S-RUCTLRE SLPPORT NG THE 5 PARATON SHALL ALSO BE PROTECTED E- NOT LESS -FAN 1/2 NCH (127 m'6-P5U M BOARD OR cQL'VALENT xT -'RICK = \ S '.ES N= x = v = At A N 5HA B P THE CC ASS O 'RAC N'S.' OVER R A. _ C ER 'N APPROVEDLI IN - AN A 'N TAL AT'.0, OF=XTERIOR RZ B _D G COD_ D _AT:NG- AND RA"ING '^-PPP „A ON REOL R_ -N-S TO BE ­R THE CURRENT APPROVED B'L.'_DIVG CODE AND AST^'( C I003, e-S5 EACH BEDROOM MS -AVE ONE WINDOW -'A- CO^'I _'ES Wi'H EGRESS CCDES 'F .RE '5 NO ACCESS TO EXTER OR-HROJG-- A DOOR THE WIINDO1, "UST HAVE A F -4" - _ _ T TI `^AX "^UM OP_N'.NG �,-'G-H O ABOVE 'NISH FLOOR '_INE OF T A PAR CJLAR ROOM 2. IN DWELLING UN-T5 WHERE T,=� OP_NiNG OF A\ OP:ERABLE WINDOW IS LOCATED MORE TITIAN 12 INCH A -HE FI HE A E R A TH ES ABOVE E N 5 L. GR D� O SURFACE BELOW, E LOWEST PAR- OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 ED INCHES ABOVE THE FINISHFLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WIT ---TIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUI'DING CODE- F_ASHING= 11 FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS AT GETTERS, AT ALL CHANGES 'I'v ROOF SLOPE OR D'REC-ION, AND AROUND ROOF OPEN"NG5. 2. APPROVED CORROSIO:'�-RE SIS'4N'='_AS!-'I\G SHA_'_ BE APP'_'ED SHNGLE FASHION IN SLGH A M4NNER AS -O PREv=N- ENTRY OF WATER NTC THE WALL CAV'T" OR PENE-RAT ON OF W4-ER T BL LD''NG S-R.CTJRAL =RA^ ING MPON \ 5. '-E AS:- InG BFA. X =\ O -E SJRFACE C EX—RIOR WALL F1\5 APPR ^,. COR S'CN RE -.N -PAS \G SHA BE 1NSALLEp AT ALL REQu R_'-.-_CCA :DNS PER -E CLRREti APPROVED B1 LDNC- CODE- W \ C_ INSTA AT'CN I. W NCOILS S L BE INSTALLED AND FLASHED IN ACCORDANCE WITH T-E I"4NL AC'LRERS WRITTEN INSTALLATION IN57R G ION5. WRITTEN IINSTA LA -ION INSTRUCTIONS 5F,'ALL BE PROVIDED BY -HE ANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FE14 FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS_. d T -E T f A T I TPA AN T A LOCATIONS, S INSTALL 2x BLOCK NG O LE PER D OWEL BAR L c_ DETAILS. CT HEN' INSTALL 2X6 B'_OC<ING AT Be A,F,F, ON CENTER FOR UPPER CABINET :NS AL_ATION. P AN O EAREAS, R " N- =IBERE-CE-ENT OR GLASS A7 GY U B CARS . N GREEN BOARD A . ''N OM ANC A!- AS 126R, C 325, OR C I g AND NS AL ED LTH 'R t DA,_C RZ FBI_ _A ER F4D CEMENT BOARS DRI_'_ SCREWS 'L/ C..A I'IN'G 5H1__ BE .;5ED AS BADGERS EC�R w..L'_ _E ''N _EB AND SHOWER 4REA5, AND :WAL_ PANES ',N SHOWER AREAS- RM TREA. N-- -_RM-TE PRO 'ON SugLL BE PROVIDED BY R_GS ST-RED 'ER-IT,C. DES '\ 'LAGS IL AP -LED PE57 CIDES, BA NC- S 'EMS AND BEST C C S APPLIED 'O WOOD, OR OTHER APPROVED ME.HOD5 OF TERMITE ROTEC7CN LABE_ED FOR 'J AS A PRE v_V A 'v_ TIREA'.MEV TO NEWCONS.R-C N. UPON COM : ON OF THE APPLICATION OF THE TERMITE PROTECT vE TREATMENT, A CERTIFIGA'EtOF M. - IA H T THE DEPARTMENT Y THE 'C NS GO _ NGE SHALL BE ISSUED O E BU L�. NG D� E B E _ E ED PL5T CON-RCL COMPANY THAT CONTAINS THE FOLLOIJ'.1NG STATEMENT. 'THE BGI_DING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE LIT-1 RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIC'JLTJRE AND CONSUMER SERVICES.' MECHANICAL AND HVAC ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAC',TIES SHALL BE FURNISHED BY THE MECHANICAL ENG-'NEER A5 AN ATT4CH"IENT TO TH I5 PLAN SET AT THE TIME OF 4PP_'. CATION FOR PERMIT. 2_ MEn-4NIC4L APPLIANCES 5H4LL BE 4CCFESIB_ E FOR INSPECTION, SERVCE REPAIR, AND R_-_ACE _\ WITHOUT RE^'.OVING DERMA\ENT CO15-RUC7ION OTHER ASP_.. ACCES, OR 4' - OTHER P�PNC- OR CLCT5 NCT CONNECTED TO TH,_ APPLIANCE B N \-.DEC, SERV'G REPA R=D CR RE. AC=D A -VE_ LOR<NG SPACE A- IE46- 30 ''.NC. ES 1-62 .SEE AN 30 �\ F- -B2 m' P.DE e A_- BE _RC V DED V FRON- OF _ CCNT. OL SIDE 0 S RV CE AN AP -LANCE. ENERGY REQUIREMENT SCHEDULE EX EROR'UAL ,FRAME/ R-13 Ex ER'OR'i ALL (SLOO'O 4I FOIL I A-. '.0 CE'iLITIG R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE 'PALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. '26 GAJGE (045 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 MANUFACTURERS INSTALLATION INSTRUCT ON,,. 5, AUXILIARY DRAM PAN. CATEGORY I:v CONDENSING APPLIANCEF S SHALL BE V WITH AN AJXI' '.A Y RAIN AN WH DAMAGE TO ANY BUi DING PROVIDED D R D ERE L COMP N N: WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN FE PING SYSTEM- THESE PANS SHALL BE INSTALLED N ACCORDANCE WITH THE ,, APPL.,'� CABI � PROv ONo O, 5FesT .ONS MIL' _ XHAFAN'- AND VENTING: C -SCR G SCHARG-E. H_ AIR REMOVED B EVER" _ CHANICA EXHAUST &-4LL B „CH.ARGE� -0 ' -OUTDOOR-, A.R S-.A_L NO' BE X.-AJ5'ED ''IN -C AN A -'IC, 5GF.F T RIDGE VENT OR CRAWL SPACE. - [. _X A SI AIR FROM BA ROOMS �o AN '.OIL_ RC a A_L NC- ' BE RECIRG A ED WITH:N A RES.D NCE OR TO ANOTHERD W:__ \ UNIT AND SHALL BE EX^ALB _ RECT_Y TO -HE O -.00RS. EX1AuST AIR PRCI BATHROOMS AND CILET R CM5 SHALL .NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREA, INSIDE THE BUILDING. -TH T T LENGTH HA 3_ DUCT LENG HE I`^AX ML'M ALLOWABLE EXHAUST DUCT _ENO SHALL BE - F DETERMINED BY ONE O. THEMETHODS SPECIFIED IN SECTIONS MI502451 THROUGH RM M150245.3. 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 IS RAD) BEND AND 5 FEET ! 524 mm) FOR EACH 50 DEGREE CI0 RAD) BEND, THE MAXIMUM LENG-H OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPT',ON' - 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 PER-'IITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INST4L'_A7ION INSTRUCTIONS. PHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED. A ­ R✓IANENT DENTIFYING LABEL SHA_L BE F-ACED ADJACENT TO WHERE THE EXHAU., I DUCT ENTERS -HE WALL THE LABEL SHALL BEAR THE 'LORDS "THIS DRYER EX-4-5- SYSTEM '.5 EOLFPED WITH 4 REMO'. E_Y LOCATED BOOSTER FAN." 4. :PROVIDE BA < :RAF- DAMF`ERS AT \-A<E AND EXHAUST LOCATIONS AS REQLI^�� EETHE CURREN. 4F-f-ROVED -_LILDINC CODE. ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ. FT. (HEATED r AREA Sq.Ft. MAIN LEVEL 107? SECOND LEVEL 122C L— TOTAL AH4R SQ. FT. (Slab/Crawl) 2297 METHODOLOGY: ANSI Z765.2003 The total area calculated from the outside -to -outside of framing, including optional finish ad basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. �1 'A' K �1 ^FS OWE, coms s %1 N�\ A V S\ f 7 Y 10 4` I. V ' V C mot, l �Y L C3031 d11N DEVE! OP'IENT -� DO YOT `..GA:E THESE DRA1uRC5. I VRI�' 2UI'_DI� ORI-eNTAT,.Nl WI-. CCNTRAC-2R AND SI, c ?_FLAB DRAL^C.; X No- GGN T AN SrzG'=r ti02'1AT:GT ,- ANY STRLi1RA__=.-NHS,-G ?c �i. F.NY DIY,RE?AHOY 'DII-IE15TR25 ORICTTAGS, A E-G' 1DRA,rNse-5 DRAWL--r =SI_1 IDRdW,INGS >L.d_L 5E E ANL \ T0; CC 671RX !R Ai GLACE AND E .^-C%JSTRICTIGN SHALL FRIE ' WTIL :ARREGTED. THE CONTRA11 TOR A54. _S THE RESPGN581LI1Y TC AL E ALL OFI II I TO CEL..GALITII STATE Gf=!GIALS ° D C01COD WITH STATE &IILDING CAGES. ^J W U � Q 6m /W > LL V � u fix+ Q FEVI ------------ 0 J CO J N ICU t � C,3 � UN 0 L ALI CD z Er ! J < ULLJ OJ VJ C E' Ir <1 LL W O �2 �} O � d n W c> N . OMNN BC I EIE 1 VERSION: 5.0 9ffiN11E COVER SHEET ^__ eff/l71 V T SQUARE FOOTAGE CHART ELEVATION T 4y H of i I � III l I I I 1 II 1 fxsrawxlux•eaamlr - X 0 ---------- I L T I I L J �dDi1L911NN1.9H�1dT SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION I TEDYICONSTRUCTION AREA S I I I I MAIN I _- Ii5EGOND _EVE_ TOTAL HEATEDICONSTRUCTION AREA (SIablC - '214 2291 METHODOLOGY: ANSI Z765-M The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patioiporches. IBUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq , 'GARAGE - 4,,1 FRONT GOVERCD PORCH TF TOTAL BUILDING ENVELOPE (SIWCraM) 2785 GOVERED _A\AI '2O METHODOLOGY Building Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also including garage, covered patioiporches. �AXIMUM DEPTH = �55 51'-a 'VAXIMUM MOTH = "VAX M H 3'✓n_DING H= GHT AF.F. ' �mzl arts DEVELOPnE� DO NOT f ALE THE5E DF ING5. 'rR Hu DING OFENTq ONu H CP. 4A„ R AND 5 FAN.. 3 _O.5T Rt S` DRAI, ANC'CONAN 5PE G N'EORTIAT!QNI FOR ANT I 5TR TLLeAL = ETTENTS / O EE PROviDED 3Y EN'..!NEER I - 11E.1 i. A"' DISC PAN TC TDIHENSIgJS, OR]:*4'ICN, ETCJ 3ET.icEN'HES_ JR4u:RYb AND TIE, A55G'i'.A'ED DRAuNG5 ardor ATE i IDRALINGS $V:A._L if REPORTED -C CONTRACTOR AT ONCE AND NO CONSTd1CTION SHALL PROCEED LNTIL CORRECTED i.E - —TRACTOR A55LPT,S TIE '.�FIGIALS I TO COt>PLT LATH 5TATE,. W LDINC- CODE5 4 W U � � N m Z � m n_ � � Q Q W o �a x � tM M&MaTE I WAN W. FM VERSION: 5.0 Isl�rxvE SQUARE FOOTAGE CALCUATIONS ""E" CS-3' —T -- -- - - _ -- - — -- - FO'JNI�­1,ATION FALAN NOT roS ALL WORK 5HALL BE IN 5TRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNT? BWLDIN-'-. DEPARTMENT. 35-0 STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC, FROM ALL --�'' AREAS WHERE CONSTRUCTION WILL OCCUR UNO. 16'-01: 2'-6.. FILL SHALL BE PR^,LY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER IN:_RiOR BEARING LOCATIONS SHOILD BE COORDINATED _- WITH FRUSS MAMJFACTJRER < STRUCTURAL ENGINEER PROVIDE SOIL TREATMENT AND VAPCR BARRIERS A' ALL SLABS (INTERIOR) O I OI O'I �I i � I 09 III I I I M-0 W� I�CIL a II III II I Ha I I ©I m 0 m 0'I n ? ? SLAB PLAN - ELEVATION T sr�:, %VMIlnn �_�.. 9_4, �( "_4"I I ' LANAI 5 A � -` 4" CONCRETE SLAB YIN OVER 6 MIL ' VAPOR BARRI'cR SLAB SHALL BE OVER CLEAN COMPACTED FILL W'/ FiBERMESF+ I UNIT SECURED TO � p A/C PAD � U d" CONC SLAB Mww/ � m FIBER'1ESH ' l — 4" CONCRETE SLAB NIN. OVER 6 NIL \\ VAPOR BARRIER SLAB 5HALL BE OVER � I CLEAN COMPACTED FILL W/ FIBERNESH I \ \ \\� hvAC C-,ASE Tl BA,°fJ ON '. LOCATION t ELECTRICAL CONDUIT FOR ISLAND T II YI-CA G 6 MILEOVERCLEANOMPACTED FU_L W/ FIBER"iESH / PO�GN SL-A 4" CONCRETE SLAB MIN. OVER 6'11L ! 4" CONC SLAB � O VAPOR BARREER SLAB SHALL BE OVER CM. J!/ FiBE R'1E9H CLEAN COMPACTED FILL W/ FBERMESH � � � O �2'-m"� 16'-ID" OPENING f_8" '-4" 12'-8" 4021 AfiH DEVELOfi1EN7 DO NOT Y_ALE ?4ESE DRAWINGS_ VERIFY &11L0IIY: G(kEN'fAiION WITH CONTRACTOR AND SiiE PLANS BEFORE CGPJSIRJCTICN, THESE DR4WIN'd DO NOT C,.^NTAIN SPECIFIC INFOR'1ATICN FGR ANY � 5i.R1C''RAL ELBIENTS (TO BE PROVIDED BT E1YiINEER Gr RECORD) ANY DISCREPANT !DIMENSIONS, ORIENTATION, ETC) BES'Jc"� THESE DRAWLM'a$ AND iuE A550GATED DRAWIN55 andlor SITE DRAill!NGS SHAD @`_' RPORIED i0 U.IJTRACTGR AT GfJCE MIC `i0 I I cGN67Ricrlgl SHALL Fxcct=o I 13J, ^,a' fdcGTED. THE CONTRACTOR Aa lES iE NT A REsrcNslalurr ro Weer LL o ­ �r�d11REnE �Ge .O.CAL ai111LDi OFFICIALS r TO �' - IL STATE , EVIL DING CODES B U � �Nm z � m Q i x QL I ONAIN - � OIgNN BE AE V SRE ION: 5.0 SLA6 PLAN ITT* F-1.0 � OIgNN BE AE V SRE ION: 5.0 SLA6 PLAN ITT* F-1.0 -00 N� -ROVIDE 'R'-INIMT'J G—SU- -504RD FF R4TION AT WIALL5 AND 5/8' TvFE X CELINS �N — GAR--- 4E.,A N" TO '-E "A'.N 10',SE AND A c 4RE45 WA5HNG MACHINE 5 AI_WAY5 COCA. D LEFT Cl T'.E DRYER UNLE55 NOTE? OTHERW5F. A_L X _RIOR JAL! 5 ARE DRAJI ,, A. 8' Cru LNLE 5 NOTED CTNER1115E. AFL IN-ERIOR AND OOM ON WA,LS ARE DRAWN AT 3 IR' JN-c53 NOTED OTNER1,5E HEADER FOR FIR5T FLOOR 15 A- 8'-0" u/ 9'-4" CLG + SECOND FLOOR 15 AT T-V W/ 8CLG -ANDRA L �,i 5,AL_ BE 36"^E'^ RED 'R' GAu-'pOt' L.0 N05'N_'-. P --E 'vAD) I •) DENOTES EGRESS WINDOW I-ANDRA _ 1-1/2" MIN G-R45PaBLE � ��' -ahDRA MIN_ D I41-IETER� `qE-J�1 anDRaIL SECT'�J P_L9u PROVIDE ANDRaL ING ANCE WITH _..EITF 16'-0' x T'-0" OH_ GARAGE DOOR FIRST FLOOR PLAN - ELEVATION 01' SIDNE WAE UIti7,Tp" BB j M.0 v'. IIL A N X III I � _ S I I v W ' �,L r'W,J✓K f 9-4"CLG v 'N"L PLANK --GREY', BOX i I Ili cz li U � I 1Q� I�1 Ill � I U Q � 5� F� Q N IB&BEMm 4CgAt : II C) Q J (D CD T v+ I— cu O ' L7J LU Ali rV�J1 � N vJ L N rm -ia U O Lu 2 (n C o C) W N >cf) H ui - o �} r-w H U-) co N I � J LIY/IIIBf. FEE VERSION: 5 00 FIRST FLOOR PLC ME# A-1 .0 1 -OCR PROVIDE I/L 11N I") GYPSLM BOARD 5EPARAPON AT WALLS AND 5/8" TYPE X CEILINGS IN THE GARAGE ADJACENT TO THE MAIN .IOUSE AND ATTIC AREA ILA NC hACAINE 5 ALWAY5 OCA E C< .IE FRIER NL=55 NO- D O'HER:115E. L X _ RIOR JALLS ARE DRAK, A „YJ UILE NC O E; _ '�.. 2OR \.. .0`^"3v 4 Rruh 'T %.\L \ O RL.`r A R zOR FIE, XR E 475' 0 /° ONC L R 8 A 0 W/ G. ANDRAIL HL GN 5-ALL BE DO 36ME!.SLR=D VERTICALLY FROM THE Nc5NA OF _-E -READ. DENOTE5 ECRE55 WINDOW 12. ZY N ..._ -AN RAI­ /4 MyINAXO t 2.' cIa ErER � A M'u V � ANDRAI� 5 ON V PPI—IDE .;ANDRA' IN GIX"P'_ 4'G WI ­ TIE G RREN' ..ODE. �$AI� t i{ OOOAIAAME,OHL CLOSET CLOSETwu m" RYYA')OD DICTION WHIN( DOOR DOOM Vert I 11 Imo': gM'N9RI vARt dT RN1 I. HVAC RAISED PLATFORM 0' 35 -m" -_- 22'-5" 3050 Hf•i 30505H (•1 3050 H!) III E'-4Y 66 T -6y 2 - I I � SUiTc VINYL PLANK e' aG I VINYL PLAN VINYL PLANK IRS _ - 1 �'YAC m Ni II s I = aHu N I I HVAC ON RAISED IS1, 3-8' PLATPOFri -2 _q�„eb 5'-4y' PER DETA'�L 5 j v � - BY A2 KNEP WALL_ m' 3) 4 61 T 8 9 101 II I2�, 3 111 15 1 I' vNT_ PJAN '' m AA bed 1 m it ( II�II ; DQ:N NI IJ BI Rd —I III T G OL R r 30X60 T A 5 D" / I' N , -N' TUB/SHgLER LINEENNN 5 5H BATH a N H D IL m 8 VINYLGBL_GANK /=J _ _ _IRIS_ _ _IRIS _ r OI v �- I�iS LJ1 C jjc r _ �$ 8 CLG tt tt v cG In'1 1 OS, i f CPT. TEMP h S a VINYL PLANK -'�VIN PLANK _ 2865 -LASS N C'L05URE 2 ga x oc 1 1 3'_4/2" 3'_8,: I 5-8 2' � 3._I ", 2'-6 i � 0 1 e' CLG 1 S VINYL PLANK 5EDROOhl 2 3050 JH ro �.; 8' CLG I- Q, VINYL PLANK L:NE Cl -WALL B�Lcw I 4'-I0" 3-10" 4'-10' E'-T" 35' 0" I� SECOND FLOOR PLAN - ELEVATION'1' SCAM =WW" 90i1 A^H DEY_�O -,ENT '. oo NOT x ^<E Teti DRau:*,GS. I vERI, &I DI^ ORIENTITZN L[7u1 ;0 1R,4C-0R AND 517 RAIL; E 0;;e ..CNSTRiCTiL1 THESE DRAWIK5 DO NOT CONTAIN &FECIFIC INEO ATILN FOR AN STRJCTURAL EL TTINT5 TO HE PROV DEC BY ENSINEER � cRCL 2D) ANY D15CREPMC. lD h510N5 OR:ENTATI N ET J 5'TLE-N 5- DRAUNA5 AND LHE A p'IATEJ IV DR4 _ E17 SLAL_ BE ., 5 57' 1 GF A AL_ NJ NO COM1 R._. Ch CT HE ED c E N ..ON'RA.. OR ASS3'P E Sr-O.'.. ,GHEE A' 1 REGWREnE^:5DE OCAL &1LD G aFF'aA�s + To ..a-IELY wl H STATE &:ILDING CODES. ' _2� (fl w O � U � _ Z u Q x K� Q@ 1 A9FASEDAIE I� Y10S9E1 � . Q MJ W _A' T }WD O �v' ' ^ III , rr� V U N /� VJ 0 L L, (D Z � LL 0 U W 0 -i r 01 W H N >� LU _ 10 I L F- O , a_Oc LLI un, N FAE VERSION: 5.0 EE E SECOND FLOOR PLAN lBHT# �i-2.0 1 WAE,A%lWp" ID ZONE I ATTIC VENTILATION: r30z SO Ti AT -A 5=ACE / SQ FT YNTILA_ ON) •CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS 1264 IQ =T UNDER ROOK A -TIC / 300 50 FT / 1 50 FT = 411 SQ FT VENTILATION 5FF',T `ENF 9 50 IN EAGH OFF-R!D;E VENT5 104 50 IN EA 421 5O FT x 50s = 2.11 5FT HIGH, 2l1 50 FT LOW HIGH V=NTING 21150 FT x '.4A 50 IN =30336 50 IN REQUIRED (3) OFF -RIDGE `(ENT ® 104 50 N = 312 50 IN I Lay VENTING 211 50 =T x 144 50 IN :30336 50 IN .REQUIRED 30336 / 9 = 34 SOFFIT VENTS (CONTNUQUS VENTED SOFFIT) I ZONE 2 ATTIC VENTILATION: 1300 SQ = ATTIC SPACE_ / 1 50 =T VEN' LAT:ON) 105 50 FT'JNDER ROOF ATTIC / 300 SO FT. / I x FT . ''02 SFT INTII A- Cl, SOFFIT VENT S SO IN EACH :OW VENTING 102 50 FT x 144 SQ IN =14628 50 IN REQUIRED 14631 / 5 - i6 50FF1 VEIN-5 /CONTNUOUS VENTED SOFFIT) LZONE 3 ATTIC VENTILATION; (300 sQ FT ATTIC SPACE / I SO FT VENTILATION) 120 SO FT UNDER RCOF ATTIC / 300 SO FT / : 5Q FT : 40 SQ FT VENTILATION 5G-FIT VENT 5 SO IN EACH _fill v_NT 6 40 5Q FT x i44 SO IN =5160 5Q IN REQJIRED 6 SOFFIT VEN75 (CONTINUOUS VENTED 1, 1 T ) 17 6� --—— — — — — —_---_..----_ !2 6/12 P!-CH ARCH SHINGLE 6� 6/12 BITCH 12 ROC- (TYP) ARC '.+ SHING_- b 6/12 FiTCH ROOF (TYP) ARCH SHINGLE ROOF (, YF) 2riC rLR CE LNG �JINDGi: LINE wI FE o=�1 (°4ASHINC: TYPICAL) w J SECOND FLR 3/12 PITCH ARCH SHINGLE 3/12 PITCH \ � I � \i v ROOF (TYP) m =--li FLR CEILIN',s - r '-- WINDOJ! LINE TUGCO TRIM COACH .IGHT 1 I I 1 �1 v ER COI Lul l a �I 4" RAISEDM STUCCO TRI ao� I —I FIN RR ELEV 1 JI ICI FRONT ELEVATION 01' WE W;lWVIW) WAM;"lWIlmn 6/12 PITCH ARCH SHINGLE ROOF (TYP) 6" LEADER TRIM 4" Cok� ,ER TRIM -HOR ZONTAL _AP 50 NG PER COMM. ECS. --4" WINDOW T R'M AND SILL 4" R415ED STUCCO 'RIM CEMENTIOJ5 STUCCO PER COMMUNITY 5PEC5 (TYP) CORNER �4 TRIM LAP SIDING PER COMM, 5PEC. 'GOO _ER COMMUNI TT SPEC5 (TIP) 0021 A H DEVELOPMEM DO NOT °,GALE THE5E DRAWINGS '",.w N6.GRIENTP'iON UITLi CCNTRPCTOR AND 6'TE PLAN5 j BEFORE CCN5TRJC7IOIN THESE DRAUI,S JO NCT CCNTAN 1 SPECIFICINF ELET1NT ANT SiaiCiURAL ELEMEMS (T (TO 8E PROVIDED 3" E�:1!iER 6 ECG/. 4NY D SCRE CN, PAKT (DIMENSIONS, CRIENTAT'ETC) 5ENEEN THESE DRAWINGS PMJ THE A..50" _D JRAJIIN� SITE DRA 7 NTRA SHALL AT ESE ,CF- TG CJJTRAGTGR AND NO . .51-7�a.'s4C L z_D L CGRRE CON EC E TRACTOR P..`Ol _ HE ORTOALY' T5a FLT EU6TAE GEFICWLS + IO COMPLY WITH si ATE BIJILJ'NG CODES. 4--1 N O Z 6 ,8N � OTF ° no LLI N W CL Fri Q @ I v o C) J J m T H ccu^' O V 0 rI[' 1 ? /�\ E3 V 0 CD CD z" LL J J Q U p ui c- _J Cn C So W N }� W O 1 T Y co N co = F J pVYM 11: FM VERSION: 5.0 A@T WlE FRONT/REAR ELEVATIONS & ROOF PLAN axffre �-3.10 12 6E 2 4' VENT J Eli6 12 6�PITCH ARC'S -N-E RCCF (-".i »` CORNER TRIP HORIZC:J � AL LAP SIDING P'R CO^iM PEGS. 12 RIGHT SIDE ELEVATION'1' SIXEWAIM;M%n1TO en 2 2 12 12 6/12 PITCH 6/11 PITCH o ARCH SHINGLE ROOF (T�PL — 2,d -LR CEIL W, — — WINDW LINE 4"CORNER —� TRIM - ASHI G m Bli HORSONTALJ I - '_AP SIDING- �R �I 12 C'MM SPECS 12 ? SECOND FLR 0/12 P'TC- sHINc-_=- ROOF 3 - 3 -LR On LW_ :E_— �WINDOu, LINE CEMENT IT IOUS� - - STUCCO PER vl COMMiNITT SPECS iTTPJ - CONCRETE --- PATIO II FIN F-R=LEl _ j LEFT SIDE ELEVATION'1' _ - WAL ,+� A+,n,.,a BGKL.,K 11ro mq 2nd FLR CEILING WINDOX LINE Ilia 0'I m SECGND F_R J' I" FLR CEILING 'FIINI LINE _--- NF-R_Ell - mmil AMH GE'tELOFMENi DO NOT SG,1E H-IF DRAWINGS - 'VERIFY e1I TOR ORIENTATION WITHi 5FFiR OON AND SIT =LENS eEFO(g C.."NST2Ki'2v -'IESE DOF IS 5DON CNN 4 cyEr�,c7r '..NFGR"G-:'U\57 ANY RECG�2D1 ANY DI9,,^2EPANC` !DIMENSIONS ORiENipTIRJ, Ei�I 'BETWEEN THESE DRAWINGS AND THE ASSOGATD DR4'6F REPO l S TO DRNNTR SHALL 7 REPORTED TO OOJTRACTJR 4' LNCE NJD NO 'J:"L COLT-J ­E CON'RACT1R 4-a.t1.5 -uE REaIRE"EN-S of L—L 3IL DING IX7ICIAL5 + iO CP LY mrH SATEi BILDINC CODES —1 C) O J J m � N Ca I � ca z VJ U N 0 N z P c) CC 3:: _5 a U O JEE Cn rr W n W N }� H Lij F O fr O �w fit? r N J us�nm'•�f#E� VERSION 5 0 SIDE ELEVATIONS I'A-3.11 - - - - - - T--- -- r f BUILDING SECTION NOTES PLEASE NC-: - 5E DE -AILS ARE STRICTLY ARCHITECTURAL, REFER TO 5TRCTURAL SHEETS =OR -ORE �-OKMATION. 5ECTICN5 5:- L�R _O ✓_-ER E_ /An0N5 AND WHEN USING 2,6 EXTERIOR WALLS _TOP OFFA80A 2rd FLR CEUN WINDCWLME e SEGO,ID FLR Ist FLR CEILING WINDOLU LINE e FM FLR ELEV T9p1'F EA$CIA_ 0 Ind FLR CEILING WIND091 LINE �e SECOND FLR v k FLR CEILl% - �WINDOW 12 612 � ��5UBMTTED WITH PERMIT APPLIICTIOON Y FRTI\ BATH 2 vv AT4 / / \ Il I6 - 15 n KITCNEN 3 12 � B 10 FHI I p y1L Iy' ROOM m ,x CL. F. ,4 2 � I - COMPACTED TERMITE TREATED 501 ./VAPOR 1O.DATIGYJ (SEE 84 RRIER 5TRiCTURAL PLAN) BUILDING SECTION'AA' MEW- %rUW7) EEVA,DH rSHFAM -AIL9EVA7M SWw WAMu4%!V'P q 12 12 :� 6 PRE-MANIFACIUREQ TRISSES 12 -INSULATION PER FBC AND ENERGY FORM 5UBMITTED WITH PEW17 APPLICATION WIC HALL HALL \\\ BEDROOM 2 LANAI BREAKFAST NOOK KITCHEN ill FIN FLR ELEV COMPACTED, TERMITE TREATED 501L ./VAPOR FIXINDATION (SEE BARRIER STRUCTURAL PLAN) BUILDING SECTION'BB' STALE:U%WVW7,aEVAD0HrS Ml•AILFiEVATpBSHAH MAltrr,=%ry n HALL /FO ER \ \ r 12 a 3 4?021 AMH DEVELOPMENT DO NOT PALE THESE DRAWPGS. VERIFY BUILOP ORIENTATION WITH CONTRACTOR AND SITE P-AN5 BF --ORE OO,5TRCTIQ THESE DRAWINGS DO NOT CONTAN SPECIFIC 111FC)R WTILN FOR ANY 5TRACTRAL ELEMENTS (TO BE _ Pfd7JIDED BY ENGINEER OF REOORD). ANY DISCREPANCY (DIMEN5ICN5, ORE.'TATICN, ETC) BETWEEN THESE DRAWRGS AYO THE ASSICIATED DRAURGS... SITE ,)RAW, SHALL 5E SPORTED TO CQ.'TRALTCR AT ONCE MO NO CONSTRICTIW SHALL PROCEED IL OORR'CTED. HE T 171CTOR A°...4' ME5 THE RESP=13!L ITT TO MEET ALL R:f211REMENT5 OF LOCAL EUILDM OFFICIALS + TO COMPLY WITH STATE &JILDING CODES. ' yo t-1 � O 6 m 1 LLI (� F" o fE1BMESAIE I WM 1 BEV6DNS: 0 O J N co J OD T v, 0 12 O CD V 71 to y) U N C!) L A CD z f 7 -¢ U O We o U) o cr �♦'� W < LL W N }C o Ea N F L J FAE VERSION: 5.0 SSFE — BUILDING SECTIONS IslffFe A-4.01 LEGEND GAB f GAS LINE REGESaC CAN LIGHT t---__— _ CtiV GOLD WATER FLUSH MO' MOUNT LED J ELECTRICAL PANEL I WALL MOUNTED LIGHtU ELECTRICAL METER Q WALL SCONCE DISCOIVECT SWITCH FLUORESCENT LIC-uT BULB ' SWITCH O FLUORESCMT LIGHT w/ 2 BUL35 �T 5-WAY SWITCH � VAPOR PROTECTED 1 LIGHT 4-WAY SWITCH � i EXHAUST FAN DIMMER SWITCH EXHAUST FAN w/ LIGHT BUTTON � EXHAUST FAN HEAT (LIGHT I f � DUPLEX OUTLET � I SMOKE DETECTOR OUADP�EX C11T E? � � CAREON MONOXIDE DETECTOR ID SWITCHED DUPLEX n THERMOSTAT OUTLET r Y 'orLe m BOOR OUTLET � ff DIRECT WIRE I G-F OUTLET T PHONE JACK i WATER FR06 GFI � I OUTLE T MEDIA JACK y®� ' CEILING MCUNTED GABLE Tv OUTLET I ' CUTLET I 4' »G� � 220v OJTLET DOOR CHIMES i !'1 CE LING MOUNTED SECURITY PANEL 4� LIGHT II HANGING CcILkNG FLOOD LIGHT ' II MOUNTED L!GH� I J n � n C�� CEILING FAN C-� CEILING FAN w/ LIGHT i ELECTRICAL GENERAL NOTES SWITCHES TO BE 45" OFF. RECEIPTS '... BE ;7" AtF. - 42' ',F OVER A COUNTER ALL WIRING TO BE M ACCORDANCE WITH NEC I ARC FOUL' CIRCWT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED ' IN NEC 210121A1 AND SHALL BE INSTALLED IN 4 READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS AL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND HALL BE EQUIPPED WITH A MONITORED BAFTER7 BACKUP. PROVIDE AND INSTAL, LOGALL7 GERTIFIEC SMGKE CETEGTORS. GROUND FAULT CIRCUIT INTERR'PiER SHALL BE PROVIDED AS REQUIRED IN NEC , 210&A) AND INSTAL_ED IN A READILY ACCESSIBLE LOCATION. I' 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN i0 INSURE THAT ALL RAND E EC'RICAL WORK 15 M FULL COMPLIANCE WITH NF PA. l0A NECALL APPLICABLE LOCAL STANDARDS CODES, AND ORDINANCES - � PROVIDE INTERSYSTEM BONDING TREMINA71GN AT SERVICE tOGATrON PER NEC P5B 94 LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410)'o(A) a CBl RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 1,1011 THE LAMPS IN PEPo-IANENTLY INSTALLED FlXIDRES SHALL BE HIGH-EF�lCIENC7 LAMPS REFER TO ENERGY CALGILATIONS FOR ADDITIONAL INFORMATION PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 4ID6.12. I THE BRANCH GRGWT SUPPLYING THE RECEPTACLE(5) tN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE I, I, OUTLET SHALL BE INSTALLED FOR EACHMOTOR VEHICLE SPACE. AFGI PROTEC''iCN - 21017 (Bi DWELLNG UNITS. ALL 140 VOLT. SINGLE PHASE, IS AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED 1N DUE; LIIJC-. UNITS, I FAMILY ROOMS, DINING ROGMS, LIVING ROOMS, PARLORS, LIBRARIES. DENS, I BEDR00`i5 SUNROCMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFC), COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH GIRGIIi. EXTERIOR GARA.G-E 200 AMP METER MAIN COMBO 200 AMP'1AiNI LUG INTERIOR' — — — PANEL t 4/0 AL SER CABLE Stiky W I ON j DISCONNECT Nii6rI r� I GROUNDING ELECTRODE ` 11 SHALL COMPLY WITH > $ SEC 250,52 5 -OY2 8'_-ice" ml HB ELECTRICAL RISER D`A6RAM N.T.S. — -ir, 6 my4" 4'-3%4" J BTt — X \l 0. \� \ I I �rI 1141. pADSU ----- IIF-7-7 �� -- HIt HC e III la I I� G - II r _ —"w cuDsL I I31/2 _ n ..�,6 WAD STRUCTURED 6`142' / I .. Il MEDIA GARNET 10 OPT CEr A7'D 50 4� NCLUDE CA 5/6, AMPS (14 5 NEMA 240v1 D COAX, U58 UP, IF RKgJIRED B7 CODE II _ zza RAND PSPARE _ !. AND PGI,ER VERIFY EXACT — — — — _ — RECx1TION T c LOCATION AND . r,.��I ^ ( �i MOUNTING EIGHT ELEC METER i _ y PRIOR TO (LOCA?IONBY' -- �— — INSTALLATION BUILDER) w F 4,-B .` L — — — — — — — — T— —� HB WP _ _ UP - -- \� FIRST FLOOR ELECTRICAL PLAN - ELEVATION'I' scums im-ZOWSCAM — ELECTRICAL �mal aMH DEv<Lo�tExr I DG NOT'.LALE *HE4'vRAWINGE. i vERIF" Ei:l'_GIKa OR E`L. aTIGN 111TH ' - caarRacoR arm I. PLnms I EErGRE `�T� G 'P-L THESE - ' cRawlN'as DO Nc-wNTAIN .. - SPECIFIC INForc+AT'.Gr =oR ANY ETRIGTURAL ELE^F� 5 rtG BE j G20VIDED BT EK REGGRD), ANY D `H2?ANCY /DIMENE11ON3, ORIEN 4 ON ETCJ ,I EFTU�E\i THESE DRAA aNp i-E !asscclaTED DR.amine:s aid/a SITE' , DRAWIING 5.lALL BE RE-RT ED 70 ' GCNTRAGTOR ai IXJCE AND NO I I � CONGTRJCTIGN SHAL'�?R(KEED i ,PV ,L CORREGTEG. TIE ' GCNTRAD'OR 4SJaME9 THE I, 7 c5PGN51Bl! ITY G MEET IRF FN75 OF AL &JILDING cF aaLs 1 To aMP wI,H s*arE I f EUILDING GOCES. ' b I 1 I IfiFAff MR � Yd07m1 � � I I ^ I I } ELECTRICAL PLANS FIRST FLOOR Isirr IE-1.0 I III I ` I I ^ i I a ' 1 ELECTRICAL LEGEND -GAB GAS LINE 'RE-- SEC CAN � �c-HT ON COLD WATER FLUSH MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT m ELECTRICAL METER WALL 5CCNCE Q' DISCONNECT 5WITC14 H� FLUORESCENT LIGHT w/I BULB $ SWITCH O FLUORESCENT LIGHT w2 2 BULB5 i VAPOR PROTECTED $ 3-WAY SWITCH LIGHT 4 $ 4-WAY SWITCH EXHAUST FAN $ DIMMER SWITCH EXHAUST FAN w/ T LIGHT 4 EXHAUST HEATSi LIGHTi DUPLEX OUTLET SMOKE DETECTOR - m � r CUADPLEX CUTLET ® CARBON MONOXIDE DETECTOR SWITCHED DUPLEX -- - J 4 THERMOSTAT ----- - 5'-IYDyq' CUTLET Y DIgGONON NECT' r m E FLOOR OUTLET DIRECT WIRE -' AHU crI o d GFI OUTLET T PHONE JACK T &Y,1��K�YLESS V` �G�IWATERPROOF GFI MI MEDIA JACK4'-m" ' T! ETT -c- CEILING MOUNTED Irnh CABLE TV OUTLET ® OUTLET YY O 220v OUTLET DOOR CH1ME5 Grl \� db �v LEILING MOUNTED ® SECURITY PANEL �IGHT� GV/ '-✓ rl HANGILNG EILItG FLOOD LIGHT I TH.—T ® IMOUNTED LIGHT I Ir I a,D I� ------ n h M 1 C=#-= CEILING FAN C=�:3 CEILING FAN w/LIGHT V II II ELECTRICAL GENERAL NOTES % �� �'�ny s SWITCHES TO BE 45 AFF, -- -- IN A- \ J Q RECEIPTS _ TO 8E R" AFF - 42 IF OVER A COUNTER \� ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC FAULT GROANT ISHALL BE IN PROTECTION SHALL BE PROVIDED AS CATION- IN NEC 2191XA) AND SHALL BE INSTALLED M A READILY ACCESSIBLE LOCATION- iiiVGGG3 = ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL PULER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS_ GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 210&A) AND INSTALLED IN A READILY ACCE55IBLE LOCATION. il IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL i Ii ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA. TOA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC J 25054 LUMINIAIRE5. IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 41016(A1 A (B) T RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED L 100 a OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFOWATION PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND D15CONECT5 IN L COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612- SECOND FLOOR ELECTRICAL RICAL PLAN - ELEVATION ION 'I' srxe:u%;wv 7) THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT qc& .1(I+PD`p" SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 21012 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. ti f , re�areyanm� � I FEVEM: f O O J J m T 0 ``c^^ O v I � I Z v� U N 0 N zM °C o J Q U �0 cr co 00 Lu N } J I— W = O = d f-- Lo C N J a1NN9Y! - VERSION: 5.0 *W"'E ELECTRICAL PLANS SECOND FLOOR Iow, E-2.01 x x "'VENT \ "\ VTR VENT 2,,, NT LAV V AV WC 3" Q-IJ 2" TUB CONFOR'15 2" ASSE 1016 PRII'1AR1'-LAV N VENT O PRIMAR7-LAV 3" I 5 PRMARY-W/C 3 2, TO SEWER &02i AMP D'-YYLOPMENT DO NOT 5CALE THESE OR=Wits. VERIFY BUILDTG ORIENTATION 01! CONTRACTOR AhJ 51TE PL4N5 BEFORE CONS,—TVN THESE DRAL91�.G5 W NOT CONTAIN 5PECRO INFO ATI� FOR ANY 5TRYTURAL ELEYE S (TO BE PROVIDED BY EM1'GINEER OF RECORD), ANY DISCREPA�.'CY /DIMENSIONS ORIENTATI"I, E.CJ BEN,EEN THESE DRAUNGS AND THE ASSKIATED 7RAWING5 and/or 51TE DRAWING55HALL BE'"v-PORTED 70 AN CPJTRACTCR AT ONCE D NO CON5TRJCTICN SHALL PROCEED LNTL CORR FCT-ED- THE CONTRACTOR 455UIE5 THE 1 RE5PCN51BILITY TO MEET ALL .REQWREMEN75,:F LOCAL BNLDINGI IOfFIGALS < TO COMPLT Luz ', STATE &IiLDING CODES. I.F DAM i 42tlM FEVDM: 0 0 Y � m J 0 cc J C� I � o Z � U U) L N 1 0 W Z LL 3:: Q Q U wo �( � = 0 . c� (D <, W Mn >0, I— W n 0 Y O a LC) co N L VERSION: 5.0 ,1EE.M — ELECTRICAL PLANS FIRST FLOOR SIM# P-0.1 HOUSEWRAP BARRIER IT, JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SF TO OVERLAP RUBBERIZE FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP W VERTICALLY (4 MN VERTICAL PROJECTION ABOVE SUBFLOOR), TRN TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING NOT TO 5CALE HOUSEW RAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBERl BLDG FELT BETWEEN FLASHING 15EWRAP BARRIER AND BARRIER X VENEER -TYPICAL UP RUBBERIZID THRU-WALL FLASHING, EXTEND UP 8" 15# BLDG FELT BETWEEN VERTICALLY (4 MN - HOUSEW RAP BARRIER AND VERTICAL PROJECTION BRICK VENEER -TYPICAL ABOVE 'UBFLOOR), _ - TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NE P HOLES AT COURSE OF BRICK - )VE FLASHING - 2:O.C. WEEP HOLES AT COURSE RIZONTALLY ABOVE FLASHING • 240.C. SOLD GROUT BEHIND HORIZONTALLY FIRST COURSE-TY POURED FOUNDATION FOUNDATION WALL BRICK LEDGE THRU-WALL FLASHING @ BRICK LEDGE HOUSEWRAP BARRIER - REIR TO DETAIL FOR CUTTING COORDINATE 15M BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER 6 SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXIBNDNG 1'MN. BEYOND BARRIER CUT INSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MN. OF 2'- INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE 1 WINDOW FLANGES -MN. 1"ABOVE HEAD AND 3" OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NOWEXPANDNG FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURIED PLASTIC SLL BOOT WINDOW OPENING FLASHING NOT TO 5CALE GABLE END WHERE OCCURS J REFER ELEVATIONS AND DETAILS 12 TYPICALROOF COVERING PER SPEC SE ROOF PLAN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC ROO F PLAN.� DRIP EDGE PER CODE s COMM. SPEC - h TOP OFCM.U. REFER TO ELEVATIONS TYP. M. CLG. MATERIAL- PER SPEC FASCIA PER CODE 3 COMM. SPEC. REFER TO STRUCTURAL TYPICAL SOFET FINISH PER SPEC FOR TRIES TO WALL TE BEAM - REFER STRUCTURAL CONNECTION TRIM PER ELEVATION PER SPEC 8' CMU BLOCK REFER STRUCTURAL III TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC 1 WAINSCOT PER EEV, PER SPEC r VERIFY FOUNDATION PROFILE VARIESBY TYPICAL BASE LOCAEM TIDN / CONDNS PER SPEC REFER STRUCTURAL VERIFY DEAL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION A hMATERIAL. pR FN. FL - I III�II REEL TO ROT PLAN FOR SLOPE CONFIGURATION NOT TO SCALE GABLE DO WHERE OCCURS 12 REFER ELEVATIONS AND DETAILS SEE ROOF PUN TYPICAL ROOF COVERING PER SPEC TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC DRIP EDGE PER CODE 3 COMM. SPEC 70 ELEVATIONS PER CODE A,COMM. SPEC. REFER TO STRUCTURALFASCIA FORTRUSSTOWALL TYPICAL SOFFI FNISH PER SPEC CONNECTION Tj TYPICAL WALL FINISH ON FRAME W/ SHEATHING. PER ELEVATION. PER SPEC TYPICAL2TFRAMEWALLAImSHEATHNG- REFERSTRUCTURAL TYPICAL INTERIOR WALL FINISH AND BASE PER SPEC h RIND F.F. � 4REFER TO EIP/ATDFS 1 WATERPROOF WALL FINISH TRANSILDN VARIES BY ELEVATION. REFER DETAILS AND SPECS T.O.W. R�TIONS TYP. M. CLG. MATERIAL - PER SPEC DRIP EDGE CRACK CONTROL AND WAS - REFER DETAILS AND SPECS REFER TO STRUCTURAL FOR TRIES TO WALL CONNECTION TIE BEAM REFER STRUCTURAL B-CMU BLOCK REFER STRUCTURAL TYPCAI STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC WANSCOTT PER ELEV. PER SPEC VERFY FOUNDATION PROFILE. VAR6 BY LOCATION / CONDLDNS REFER STRUCTURAL A-\ VERFY DEAL FOR TERMINATION WALL FN6H AT FOUNDATION PER ELEVATION AND MATERIAL h UY FIN FL REFER TO PLOT PLAN FOR SLOPE - _ CONFIGURATION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO SCALE NOT TO SCALE FRAMING SYSTEM CAST STONE SILL OR-' — BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDER (OR) 3 BRICK COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCA HOUSE WRAP OVER WALL SHEATHNG - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGI+WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC 17 BENT METAL RASHNG- EXTEND 8' VERTICALLY EXTERIOR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MN. 24 VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8-STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) -PERSPEC /PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VNYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS CAP SHINGLE- DO NOT STAPLE OR NAIL ROOF CEMENT I SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC III PEEL d STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING 6„ UNDERLAYMENI 5 �-- 6'W CORROSION RESISTANT BASE FLASHING - PER SPEC 1PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE NSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERILY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 5CALE rSTUCCO OVER FRAME (SHEATHING, 2 LAYER .R.B., LATH AND STUCCO) - PER SPEC H!L SICK BRIDGE HASHING, SHINGLE LAPPED VIER STUCCO ACCESSORY NYL PLASTER DRIP SCREED - PER SPEC STALL PER MANUFACTURERS INSTALLATION STRUCTIONS 'FLASHING AP SHINGLE - DO NOT STAPLE OR NAIL )OF CEMENT k6" CORROSION RESISTANT BASE ASHNG (TYP) RE -ENGINEERED WOOD TRUSSES SEE TRUCTURAL AND TRUSS DRAWINGS FOR PACING AND CONNECTION DETAILS YPICAL EXTERIOR WALL ASSEMBLY -SEE STRUCTURAL DRAWINGS NOTE. ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE 3"= 1 O" QW AMH DEVELOPMENT DO NOT SCALE THESE DR ;NGS, I VERIFY 3111LQi ORIENTATION UITH' GOTRACTOR AND SITE PLANS EEPoTE CCN51, li TION. THESE !. DRAWlK DO NOT CONTAIN SPECIFIC INF--O ATIO„ N FOR M- 5TRIGTU, AL ELEMENTS (TO BE =ROVDED 5Y ENC"INEER ff RECORD) ANY DISCREPANCY 'DIMENSIONS, ORIEN IOI, ETC.) 16ET EN THESE DRAWNS5 AND THE 'ASSGGIATED LRAWIiY..S ardor 51TE DRA — SHALL 5E E10-1 TO CONTRACTOR AT LNGE AND NO CONS7T TIOJ SHALL FRCGEED l T!L COFficCTEo. THE CONTRACTOR A55s'ES THE T�5PON515IL ITY TO MEET ALL F _IREMENTS OF LOCAL .101NG 07ICIAL5 r TO COMRr Jl!T: STATE S.IILDING CODES i I O I'Y � J � m J T O \V J 0 I 1 0 Z U) � �^ �/ a vJ L N zco _ja U 0 Lu J� p cn CC CD IW N>� Lu �2 O 9 2 i Rl Lo co N I HANDRAILS SHALL NOT BE LESS THAN 34'OR MORETHAN WIN HEIGHT ABOVE THE STAIR NOSING. HANDRAU% LLBECONRAOUSPEHROHTOFSTARS. HANORAIS SHALLBE 11R'CLEAR OFALLAD.MCENT FISH MAT9UMSAND ENDS SHAILRERRN TO WALLOR TERMINATE 11N4,�N CROSS SECTIONAL DMEHSON, OR APPROVED EQUNALEHT, N NENEL POSTS OR SAFE TEN.K4JEL HANDRAILS SHALL BEANO BE SMOOTH WITH NO SHARP EDGESICORNIERS STAIR AND RAILING SUPPLER INSTALLER R SHALL SATISFYALL BUILDINGOTaM a DEPARTMENTAPPIDVAL REQUIREMENTS FOR THE PRODUCTS THEYZ PROVIDE OR INSTALL ¢ _ GUARDRAILS SHALL NOT BE LESS 20D 1Ma TTANSB'NNEGHT ANY DIRECTION ANYn LOCH TFE HANDRAIL CONSTRUCTION SHALL BEAGLE TO RESIST LOAD OF 200 LBS APPLIED N ANY DIED" AT ANY PORT ALONG THE TOP RAIL o OPEN RAU SHALL HAVE NTENAHDMTE RAU GRANORNAAENGLPATTERN IE NAY0 SUCHTHATA4'DMMEIEA SPHERESGANINOTPASSTHROUGH. HTHE GUARORALCa$IRIICION $ALL BEAM TO RESISTA CONCENTRATED LOAD OF200 LEIS N ANY DIRECTION DMG AM ILLUSTRATES THE THETIMINGUAROPENINGSAT CIFIC RTOUI�@ASOFTHE STARTRFAD,RI E R,dBOTTOM DIG CODEAND S ONLYAN AD SHALLBESUCHTHATAB'DMAETHR FOR BUI DING DESIGN AND SPHERE CANNOT PASS THROUGH. CONSTRUCTION HANDRAIL/GUARDRAIL CODE DATA SCALE. 1 1/2"= 1'-0' FINISHED SURFACE ,EO.TREADS SEE PLAN SWPLYWOODTREAD3 g 3/4' TYP BAPPLYW000 FAMMM — IIEXPANSION 2X12 NOTCHED STINGER �-► �F GAP (TYP.)/ i (3) 2X12 S'TRNGERSTYP. ENCTYPE 7PGYP. BD. ATALLWAUSAN D CELNB OF ENCLOSED USABLE SPACE UNDER STAIR LANDING/STRINGER DETAIL SCALE, 1112"= 1'-0" FNBFED SURFACE EO-TREADS SEE PLAN 314'PLYYDODTREADS 2Xl2NOTCHEQSIRIGER(3 STRNGIM MN ATEACH 2 STAR RUNI, $EXPANSION GAP WPLYWOODRIM (TYP_) SECURE NOTCIi®$fRNGBITO SLL PRATE / (S)2X12STRNGFRSTYP. WITH FRAMING ANCHORS. SECURE PLATE TO SUB WITH SLOT PIS. ALL WOOD N DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREAT® OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS AUDW ED BY CODE FLOOR/STRINGER DETAIL 6--ALE: 1 V2"= I'-O" 1114"MIN _-2"MAY . 11/4"MIN.-ZMAX 11/2"CLR. HARDWOODTOPRAL WALLBHACWTAT 4W'O.C. MAX. BALUSTERS SPACED AT4 3WO.G MAX 2tBULG tz z E �S STAIR MIDg WALL MID HANDRAIL SCALE, 1 1/2"= I'-0„ MATCH HEIGHTOF BASEBOARD 2c FRAMING GYP, 80. 1x10 SIIITI 2K12 STRNL 2K4 SPACER 8AI'TYP xI WALLSAND ENCLOSED UNDER STAI SKIRT/WALL DETAIL SCALE: 11/2"= I'-V 3/411 TYP_ GAP TYP. 21Sn2ANLLC2X MFIE-7AT SPAN OF STRINGER ND (3) 21Q STRI GERSTV. SIRS' TYP T GYP. 80. AT ALLWALLS AND CE11 NU OF ENCLOSED USABLE SPACE UNDER STAR STRINGER/LANDING DETAIL SCALE.. 1 1/2"= ,'-0" 1 1 IIIIEWBITE I PAYlNN , 1 EXTERIOR FIBER CEMENT SIDING OVER TYVEK'OR EQUAL HOUSEWRAP OVER FX1EtDR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6' WGE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE UNDER 2 LAYERS OF BUILDING PAPER TAPEISE AL CORNERS CORROSION RESISTANT METAL HUD FLASHING WITH WRAPPED ENDS EXTERIOR GRADE SEALANT OVER BACKER MATERIAL INTERIOR 6'WDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WNDOW ASSEMBLY INSTALLED WRH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTAL ATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE. 3'- '. 'O' HORN LAP SIDING INSTALLED PER-- MFRS ISMUCTDNS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PLR STRUCTURAL DETAILS) II STUCCO FNLSH COAT o/ FOAM TRIM SEE E.EVATDN Tx WD.TRM -- SEALANT Dt RB DR. JAMB JAMB SIRE __ -----. GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SCALE: I IL7"- 1'-0" FOR FRMG. PER STRUCTURAL DETAILS GYP_ BD_ EXTERIOR INTERIOR SELF ADHERING. SELF WINDOW ASSEMBLY INSTALLED HEAWG WATERPROOF MEMBRANE SLL WITH CONTINUOUS SEALANT DAM-CONNUE 6'MN. I� BEAD AT FLANGE PRIOR TO UP JAMBS -- INSTALLATION EXIEtDR GRADE", /i, CAULKING -TYPICAL SERUM OVER IX2WOODDAM BACKER MATERIAL - FIBER CEMENT SIDING L OVER'IYVEK' OR EQUAL ._._._� INSTALL PLYWOOD, HOSE WRAP OVER _ PAINTED BLACK BEHINDEXTERDRSHEATHNG ~ LI WINDOWS AT AND FRAMING PER DORMERS, TYP. STRUCTURAL DWGS. NOTE: WINDOW ASSEMBLYTO BE FASTENEDTO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL E,CALE- 3"= 1 -0' NORM LAP SING INSTALLED PER MFRS I FOR FRMG. PER INSTRUCTIONS o/ BUILDING PAPER o/ II STRUCTURAL DETAILS SHEATHING AS OCCURS (PER GYP BD STRUCTURAL DETAILS( LAP BUILDING PAPER MN 7 o/ GSM DRIP EDGE FLASHING 1 24 GA GSM DRIP EDGE FLASHING --, ICE IL, WATER SHED AT CORNERS. IA zx6 [v EMEND 6'UP WALL 1 WOOD iRM $E: ETEV FOR SME-----��I 2, RFS DR_ HEAD GARAGEDOOR 11I I i j ( GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE: I V2"= 1'-0" EXTERIOR FIBER CEMENT SIDING OVER TYVE: OR EQUAL HOUSEWRAP OVER OMPOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6' WDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER IDMIOR GRADE SEALANT SM3 DR GRADE SEALANT OVER BACKER MATERIAL 67WDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR iHM SPACE PER MANUFACTURES' RECOMMENDATIONS :AULKNGTYPCAL NNDOW ASSEMBLY INSTALLED WITH .ANTN000S SEALANT IUD AT RANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUP.BMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE.. 3"= 1'-0" UPE SDNG MALL PER MANUF. o/ GRADE TY BLDG. PAPER o/ STRUCT. SHEATHING GIN' SEALANT ✓ j'1 ".\ FWD 7RM Sff HEV. FOR SU TY BLLYG PAPER o/ MOISTOP ��—TYPE (P MN, UP) o/ WINDOW FINISH T, I SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3"= 10" OP02 A- DEVELOP'tEN' ' ' DO ^C-YC_E 'HESE Dot-uluGS. ' fC Etil__, (R: 5�TE ION DIT�I EIEFO AGiOR AND SATE PLANS �ATIO APAH C- E)G NOTIgJ. THESE ECIF;C GV DO NOT CONTAIN 'OR ANY STRI T—LvDED ELEENOINEEi 6E F�viDED BT EM'aINEER CF EGORDLANY CIE ENT-O AN7c (DIHEn5iON5, ORIENTATIgI D - EEP A THESE DRAWINGS A 511 ASS,CIAi=D D L EIF S aMior SITEI JRty,11JL-S SN.cLL T E O N -Cl COS RA:-CR AT Q:_ Ati NC CLN5TR, 1— $HAIL_ 'R.^'_EED IL C CTED -HE CIO 7TOR 4—ES-HE ESP✓.. SifilLl i Y i0 "EE- AL_ ITiQ.11 REHENTS Q LOCAL 2WLDIN6 LFciaALS . TG CO, WITH STATE EIILDIK. CODE5 d--I B I U O c L m V k O Q 2> � 7 w O m Q� /1 w ,o U Z � Q x Q� FELSWDAE wRM REVOM: C J CD -J '�cu'� O `J � 1 i Z U) V � D 'I 0 (z M J Oa I U oCc cf) og o� a) < LL W N F J F— W rn = 1 O ,_ r I 0 �0 F— LU Lb N BBuxNBR: FIE VERSION: 5.0 BffTIQ1E ,,,, MISC. DETAILS I BN&TI -3 441 P f GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th 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 AUGMENTTHE 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 SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE, 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS CONCRETE SCREWAND'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 HILT 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) ROOFTOP CHORD DEAD LOAD =7 PSF ROOFTOP CHORD DEAD LOAD (FILE) =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 DECK,!BALCONY LIVE LOAD -40 PSF NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: MAX TOTAL LOCATION TOTAL LOAD LIVE LOAD DEFLECTION ROOF TRUSSES U240 L/240 V FLOOR JOISTS/TRUSS L/360 L/480 1/2" 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_ =55PCF 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 (ACC -ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS." CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5. 5 GRADE 60 REINFORCING SHALL CONFORM TO ASTM A-6 G D 1 . 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 -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS, 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATKNJ) AGAINST EARTH: 3" FORMED CONCRETE: 1 -1/2(#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +1-3/8 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI .4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -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. 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 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-W1.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 112' TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3,14 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 308R "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. BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL 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 81NCHES. 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 WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES.' 2- CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH F'm = 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 C 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 O1 -#5 CONTINUOUS VERTICAL REINFORCING BARS. 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" 1V 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 ACE 530/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 41NCHES 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 3-4B -'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 1,12' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" 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-0' O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6, ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. T STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fa= 875 PSI F� = 425 PSI F7 = 450 PSI Fo= 1150 PSI F„= 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 OR BETTER WITH BASE DESIGN VALUES: Fa= 1100 PSI Fes= 565 PSI FT- 675 PSI Fo= 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 MKJROLLAM LVL PARALLAM PSL (') TIM13ERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fa = 2600 PSI FB = 2400 PSI Fe = 1700 PSI (•) -'BOOZER BEAM 2.1 EARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 PS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10FLOORSHEATHING 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. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AEG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "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 N)-2X KING STUD U.N.O. ON DRAWINGS. 12 FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (I)-2x KING STUD, MINIMUM. REFER TO CHART BELOW U. N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT 70FT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1JI1K 1J/2K 8 1J/1K iJ/2K iJ/3K 10 1J/2K 1J/2K 1J/4K 2.4 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 16 1J13K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF = 140 EXP. C WALL HEIGHT 8FT 9FT 10FT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1J/1K 6 1J/1K iJ/1K 1J/1K 8 iJ/1K iJ/iK 1J/1K 10 1J/1K 1J/iK 1J/1K 2z6 12 1J/1K 1J/1K 14 1J/1K 1J/1K JJ/I 1J/1K 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 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 ANSLTPI 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 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. 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-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36' LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION_ AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12' LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16' (H) x 4" (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 BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO 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 SET-3G EPDXY 7 EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. INTO GROUT Fill LED MASONRY (GFCMU�. A 1/2"x6' TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 4'-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-B" O.O. REPLACES A 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" 146 i' 6" 150 V-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1-112' 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` E.G. NAILS). WHEN GAP IS GREATER THAN 1-1/2, INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLACK OVERHANG REPAIR < 5/8" NO REPAIR REQ'D 5/8' < OVERHANG < 1-112' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. 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 DRILLED/BORED 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 HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS AREAS FOLLOWS: FOR 2X STUD USE HSS2-SDSL5 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. ATTOP 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 1-1/2" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. 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 THIRD FLOOR SYSTEMS AND TO THE FOUNDATION. 16WHEN NOT O/COMPLY N ON DRAWINGSORDETAILS, SCHEDULE FOR WOOD FRAMING RIRC ELEMENTS SHALL TABLE R6023(1NAILING R 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'SOO Fieldstone DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS 8 DEFLECTIONS IDENTIFIED O IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.O.A.# ARCHITECURE: FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. TO THE CONCEPTUAL FL CHANGES FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER A426002802 AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL C.O.E.# ENGINEERING:, CONFORM TO ASTM D5055, -- JURISDICTION SPECIFIC NOTES: 29349 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND 13 I BRAH EM ELAYEB, PE BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS P.E.# 91476 KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE, THE SOFFIT BOARD ■ BENJAMIN NIESE, PE PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. P.E.# 86025 2, THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ACC -ES EVALUATION 10/30/2024 REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. DATE No. 86 r, ,Q STATE OF 0 \\\ I� 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 CD O Y J m Z 0 J> V Q W N WLr) < <l1 M W < J LL < O U) O U J W Q U) LL FU n J o= U) Cr W E- ¢ 0 - 0 v _ CO co W l­- N 0 DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO-1- I COIL CMU COIL - I ER PLAIN T U COIL 8" CMU. VERT. \, COURSE ..' PER LA ; \� PER PLAN P PAVERS PER PLAN FINISHMGRADE ,';: VERT. REINF.81 CMU FINISH GRADE BEINF.' VERT. REINF. PERPLAN Y STARTER VERT REINF. VERT REINF. PER PLAN - Q R CMUVERT PLAN `MU ALT. CMU SEAT SLOPE 0-0 SLOPE PER PLAN - FINI ADE HEINE. PER PLAN _ 0'-0 @ 1 1/2" FROM 0 -� .. s SLOPE te' PER SH REINF. SLOPE�....., .. 8 CMU VERT. _•. TOP OF SLAB _ 3 Z FINISH C CONCRETE ao w CONCRETE o0 w CONCRETE of o _� of w PAVERS OR SLAB L GRADE oi0 w oo wo oIz FINISH GRADE �Iw o -'w w FOOTING - FOOTING m FOOTING ¢ o 1 '; wm ¢ PER SPEC f m F' .y PER PLAN PER PLAN - c0 PER PLAN c9 C0 «•-i '� ¢ CONCRETE m CONCRETE 1 0 PER PLAN • �` FOOT MONOLITHIC NG J O FOOTING+ . FOOTING PER PLAN GO NG PERE -�f�-- FND. wi --- - 1 4 R (2)-#4 CONT. ON CHAIRS CONCRETE PAVERS PEA PER PLAN PER PLAN PER PLAN PER PLAN �r � PER PLAN PER PLAN 2 STOV —1/I EXTERIOR MASONRY WALL FTG „/D,/2D2,, %1 MASONRY CORNER COWMN 2;23/2D22 MASONRY COL ON SPREAD FTG. 2/26/2022 FMM-010 FGM-033 �JNOTTO SCALE FGM-032 8"CMU, VERT. 8" GMU, VERT_ g" CMU, VERT. - 3/4` RECESS IN SLAB RE�NE PER PLAN REINF. PER PLAN REINF. PER PLAN REINF. PER PLAN POURED CURB OR CMU BLOCK ¢ g^ CMU STARTER COURSE < POURED CURB OR 5 _ q POURED CURB OR -0'-0' _ -0'-0" `° f POURED CURB OR CMU BLOCK 0'"0 tO _ _ _ j CMU BLOCK CMU BLOCK xl a, 2' - �'� o� FINISH GRADE SLOPE'. ' SLOPE S�OPE - Y DD FINISH GRADE �. SLOPE m z z _ � �. �'� � �u � mom- IILJ.. m • ;. 1 0 MONOLITHIC END. w/ (2) 1 -0" MONOLITHIC END. wi (2) 1 0 r MONOLITHIC FND. w/ (2) 3/4" RECESS IN SLAB �1 0 - MONOLITHIC END. w/ (2) 41 @* #4 CONT. ON CHAIRS 1� #4 CONT. ON CHAIRS 1 .4 @ #4 CONT. ON CHAIRS 1 "4 °n- #4 CONT. ON CHAIRS 2STORY 2STopv RECESS w/SLAB 2STORY RECESS,/ PAVERS 2 STORY EXTERIOR MASONRY WALL @ GARAGE 11/01/2023 SGGW�GGE DOO R RECESSED SILL 11/01/2023 �J FMM-040 FMM-060 DOOR PER SPEC. LL. DOOR THRESHOLD -J° ENTRY CONCRETE 2 STORY EXTERIOR DOOR SILLS z DOOR PER SPEC. g DOOR THRESHOLD r PAVERS PER SPEC -0, SLOPE E"HIGKNESS VARIES) -- ALT. BRICK THRESHOLD II�IIIIII III g, II�II� m I , .p@ ENTRY ®PAVERS - 2 STORY ALT. FLUSH BRICK THRESHOLD q WALL & FTG ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P T. SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN GONG SLAB PER PLAN 1 -0 (2) #4 CONT. ON CHAIRS" ••#5 ALLOWED ILO #4 �1THICI�NED SLAB @ INT. WALL (BEARING) 1IMV2D23 rlv NOT TO SCALE FMG-100 PER PLAN. EXPANSION ANCHOR 4" MIN POST PER PLAN EPDXY ANCHOR: POST BASE, SIZE PER 1 -3/4" MIN CHART U.N.O. PER PLAN FINISH GRADE SLOPE GONG. SLAB PER PLAN a Z m wU' r4 z - STD. SLAB BEYOND ..0- _ FTG & REINF PER PLAN LL POST/FTG LOCATION -#S ALLOWED ILO #4 SGD PER SPEC. 1 PAVERS PER SPEC, 'i GROUT BED N � (THICKNESS VARIES) SCOPE I 4 I_u i-i l n I' I. �r i 1-4 @ SLIDING GLASS DOOR 2 STORY 2/28/2022 POST BASE CONNECTOR SCHEDULE r BASIC WIND SPEED PER GEN NOTES POST IZE S_140 MPHI >140 MPH 4x4 ABW44Z ABU44Z 6.6 ABW66Z ABU66Z - REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN ANCHOR TYPE SELECTION TYPE ABW POST BASES USE 1/2 X3 3/4 EXPANSION ANCHOR OR 112" ATR DRILL & EPDXY W/ T MIN EMBED TYPE'ABUPOST BASES USE 1/2"XS-1/2" EXPANSION ANCHOR OR 5/8" ATR DRILL & EPDXY W,/ 8" MIN EMBED FMG-070 �� POSTIFIG @ PORCH1lAt'W „/D,/2D23 FMG1,0 8` GMU, VERT. REINE. PER PLAN EXTERIOR FINISH (PER ELEV.) GONG SLAB PER PLAN PENETRATING FINISH FLOOR FINISH GRADE PIPE LOOP TIE AS REQUIRED �:• PENETRATING PIPE" ° Y/ PVC SLEEVE" PVC - �- MONOLITHIC SLEEVE" SIDE VIEW END. PER PLAN FRONT VIEW MONO LITHIC -VERIFY LOCATION IN FIELD END. PER PLAN BEARING PENETRATION • CMU WALL 3/16"x 3-314" CONCRETE & FTG� 2x FRAME WALL w/ P.T. SCREWS @ 16" O.C. SILL PLATE PER PLAN (1)-#4 OONT. STEP PER PLAN ON CHAIRS U.N.O.- SLOPE J1 L CONC SLAB PER PLAN '-#5 ALLOWED ILO #4 STHICIG:NED SLAB @ GARAGE (NON BEARING) 11 /01 /2023 NOT TO SCALE FMG-080 L WALL & FTG 2x FRAME WALL w/ P T. ANCHOR BOLTS OR STRAPS, SILL PLATE. PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN SLOPE 1 , -4 (21 #4 CONT ON CHAIRS 1 8" @ (3)-#4 AT 2 STORY-- 2 STORY "#5 ALLOWED ILO #4 THICENED SLAB @ GARAGE (BEARING) 11/01/2023 �JNOT TO SCALE FMG-090 ALTERNATE TO CORNER SPLICE: CORNER BAR./ LAP PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME !i REINF. BARS BENT AT SIZE AS CONT. FTG. STEEL CORNERS TO COMPLY a' w/ THE INTENT OF THE BUILDING CODE I d�.. I� .� NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBER OF VERTICAL LAP SPLCEI RE-11 PER PLAN DOWELAS �' PER PLAN REO'D IN PLAN ��REINFORCEMENT @ FTC. CORNERS ,1/D, /2D23 1J �~ FGG-120 (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4' BAR CONT., TYP. zl T SEE FOUNDATION PLAN FORM SLAB g - RECESS w/ 2x10 @ SHOWER LOCATION ----------------------- LONGITUDINAL TRANSVERSE.• g 11112;2021 SFIECESS IN SLAB @ SHOWER 2/28/2D22 FMM- 130 FMM�26D SCREENEDIN SYSTEM PER MANUF. ��//"SCREENED IN / SYSTEM PER MANUF. -- (1)-#4 CONT. ON CHAIRS" SLOPE - PAVERS PER SPEC. -FINISH GRADE FINISH S=OPE 1 GRADE i Z�` CON)T#* COMPACTED FILL CONC. SLAB I AA` PAVERS Q CONC. GRADE BEAM PER PLAN 0 SCREENED ENCLOSURES ONLY THICIG:NED SUB ® SCREENED ENCLOSIAiES ONLY --5 ALLOWED ILO #4 F1 SLAB EDGE @ SCREENED IN ENCLOSURES 11,111,013 FMG-113 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 10/30/2024 DATE 0 STATE OF !cL0R1D� v � is/ONAL 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 0 O Y J m V _ Z O J 0 ~ c� W z LID Q w a C0 w -1 O z occ Fn a° p U a } o= UJ W c7 n _ oo ELI M W N DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 16' 6" 4'-0' 0" 10'-0" 0" FMC S1D 12" CONC. FTG. W/ @ 12" O.C. EA.WAY �RARS $1D F—;�■■ _ fli Fl1 4 o Fl1 SID SiD o 31D � @OPT. @ OPT. @ OPT. ISCREEN SCREEN SCREEN 4'-0" - 2'-2" 3'-10" 3'-10" I •_8" 2'-2" 14, 3'-10" VERIFY MO VERIFY MO I -I ERIFY VERIFY MO ■ al IN]■ ■ ■ / MO ■ ■ ■ ■ — — — of I❑- � I 4 I I ■ I I 1 r-� 1l2" a'-s" t a'4 0 1!z" _ FIO I — SID (FDII BID ■ 81D 319 — — II II I I _ I I' ■ I 1b 1.. �D I I I I iI VARI �, I■ ■ FL Y m I to ■ 24"X24"X12" CONC. FTG. W/ ¢� #4 BARS @ 12" O.C. EA. WAY p y I ■ ■ _ 81D RN SID y�-� FW _ SiD N■■■■ VERIFY ■ ■ ■ ■ VERIFY MO MO VERIFY MO VERIFY MO o O ■ " CONC. FTG. W/ A�RARS2" O.C. EA. WAY 13'A"-0" DID '-0" 15'-4" 19'-B" FOUNDATION PLAN - ELEV. "I" SCALE: 1/4"=1'-0° NOTES: i. 3 11T CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES ��111111 � ODO Fieldstone . ,.���.. C.O.A.# ARCHITECURE: AA26002802 .� C.O.E.# ENGINEERING- No. / 29349 ❑ IBRAHEM ELAYEB, PE _ 4: _ P.E.# 91476 ■ BENJAMIN NIESE PE %�O STATE OF �i��` P.E.# 86025 ' •!CLORIOP' •'' �2� ��S//ONAL 10/30/2024 ���`` DATE 1II11 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 wwwSieldstoneae.com 0 O o cli W-t J W V W Q Q Z DO U) O W J W U, LL �W Q Cr _ (n LU ~ < 00 a m N 0 r L e DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 I SF160B/1T CONTINUOUS LINTEL OVER MASONRY COLUMN- DRILL ? 0 HOLE IN BASE OF LINTEL & 8 \ EXTEND REHAB THROUGH ri 6 8F18-OBIt w/LINTEL RECESS SF32 B T (BF1 E0B/1T/ 25 SH 25 SH 2868 DOOR 25 SH wit 312 nt (2)-2 8 n� 2.6 STUDS — O a wtt Sl2 LINE OF SECOND FLOOR ABOVE CONTINUOUS LINTEL OVER _4SC MASONRY COLUMN. DRILL 3' i 1\ HOLE IN BASE OF LINTEL & \ EXTEND REBAR THROUGHI 3SC _ — — — - \ — — 1 _ — — 4SC 8F34-1 B11T wI LINTEL RECESS 8F16-OB/1T 8F1I B/1T 16070 OHGD 3080 DOOR 25 SH END 25 SH 0 � 8F167B,�1T FIRST FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE: 1/4 -1 0 NOTES. 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES IIIIIIII��� 000 Fieldstone C.O.A.# ARCHITECURE: AA26002802� C.O.E.# ENGINEERING: No. 8 29349 0 IBRAHEM ELAYEB, PE _— P.E.# 91476 ■ BENJAMIN NIESE, PE 0 STATE OF P.E.# 86025 FLORIDQ • ' G��� 10/30/2024 �/SS�ONAL DATE K Michigan d 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 I d o w� z w�J V LU J in Z — 0 2 LLLL Q Q t) O ILL! 'w Q to LL J Cn J_ 2 (� Cc LLI < 1n 0 CD D co LL.I N L a DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 FMSTGM40 FROM KING TUD ACCROSS FLOOR TO CMU WALL BELOW (2) zxa Iz) zxa 3050 SH 3050 SH (2)-2x4 WALL MST MI FROM KING STUD ACCROSS FLOOR TO CMU WALL BELOW (2) 2x4 3050 SH END (2) 2x4 3050 SH CS16 HORIZONTAL STRAP CONT. ABOVE & BELOW OPENINGS PER SW6/S4.2 (2) 2x4 - CS16 HORIZONTAL STRAP 3050 SH CONT. ABOVE &BELOW OPENINGS PER SW6%54.2 (2)LSTA12 FROM BASE 2 LSTA72 FROM BASE () OF (2) 2x COLUMN TO OF (2) 2x COLUMN TO (2) 2x4 (2I`�x4 GIRDER BELOW GIRDER BELOW 3050 SH 3050 SH SECOND FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE 1/4-1'-0" ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 29349 D IBRAHEM ELAYEB, PE - P.E.# 91476 ■ BENJAMIN NIESE, PE �O STATE OF P.E.# 86025 �i�� ".01-ORIDN G`2; 10/30/2024 '//sS�ONAL �•? ��` DATE 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 - i i DRAWN BY: I FAE VERSION: 5.0 SHEET NAME SECOND FLOOR HEADER PLAN SHEET # S2.21 (2)HTS16 TO (2)2x4 BUILT UP — COLUMN. D71­2Z @ BASE OF COLUMN w/ (8) 1/4'k1-1/2" SUB &. 1/2" ATR ACROSS FLOOR & SET-3G EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. SEE R60/S4.1 &J (2)MTS16 TO (2)2x4 BUILT UP — COLUMN. OTT2Z @ BASE OF LOCATION OF COLUMN w/ (8) 1/4"x1-1/2" SDS PLUMBING DROPS & 1/2" ATR ACROSS FLOOR & (TYPICAL) (2) MTSi6 TO (4)2x4 BUILT UP COLUMN, DTT2Z w/ (8) 1/4"x1 SET-3G EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. 1/2" SOS SCREWS TO BASE SEE R60/S4.1 OF COLUMN & 1/2" ATR TO 12)HETA16 ;3j 13/4"x16'LVL FOUNDATION. GRILL& w/(12)16d OR GIRDER PER MANUF. EPDXY w/ MIN. 8' EMBED. � (2) 1 3/4"x16" LVL BI 1 OR GIRDER PER MANUF. L11 - - (3) 2x4 BUILT UP COLUMN LL a L15 13) 1 3/4"x16' LVL 111 S19 wa 2 I DR GIRDER PER MANOR w If I - I � 77- 30 1 SU i I BW 5 Slt F(1I FM MTS,6TD (4)2x46DILTauP _.� ROOF FRAMING PLAN ELEV. "I" ;OLUMN. DTT2Z w/ (8) 1/4"x1 _ _ NOTES; i /2" SDS SCREWS TO BASE 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES OF COLUMN & 112' ATR TO _ - 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS FONDATMIN W/ MBED. EPDXY, MIN 6"EMBED. Ibl IiU FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" SCALE: 1/4"=1'-0" NOTES: 1, REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2_ REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS —(2)HTS16 TO (2)2X4 BUILT UP COLUMN. DTT2Z @ BASE OF COLUMN w/ (8) 1/4"xt-1/2" BIDS & 1/2" ATR ACROSS FLOOR & SET-36 EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. SEE R60/S4.1 48U — (2)MTS16 TO (2)2x4 BUILT UP COLUMN. DTT2Z @ BASE OF COLUMN w/ (8) 1/4"x1-1/2" SIDS & 1/2" ATR ACROSS FLOOR & SET-36 EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. SEE R60/S4.1 TRUSS NOM UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON HIOA. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5ATO BE USED TO MULTI -PLY TRUSS, (1) EACH 510E w/8d NAILS MIN. SIMPSON H25A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC45600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS (LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. DISUMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY ORO Fieldstone C.O.A.# ARCHITECURE:� AA26002802 C.O.E.# ENGINEERING: No. 86 29349 ❑ IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE %�O STATE OF 4V �i�� ' !��ORIDQ' P.E.# 86025 • ���� ss/QNA` 10/30/2024 DATE --yob =_JEg P�frEo EP mEa o€n-= _ v o E E�afra ° 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 81.3-466.3310 www.fieldstoneae.com CD O `1 J m z © J V p W LU N z LO Lu c+1 c� Q J in L a� U) O U Lu W < CC lL >-Ui DO J o= W w 0 Er 00 M W L N F_ (DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN STRUCTURAL SHEATHING, SEE PLAN AND r DETAILS FOR ATTACHMENT REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATH*FRA-11ING PRE-ENGINEERED AND/OR TRUSS MANUFACTURER SEE PLAN AND DETA 11/0 WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMEN AT 24" O.C. MAX. PROFILE INFORMATION. IT, HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED -OR- WOOD TRUSSES 2x BLOCKING AT 2x RIBBON BOARD • N AT 24" O.C. MAX. ATTACHED TO TRUSS SHEATHING EDGES W/ (3) w/ (3) 10d NAILS, 24' -OR - 8d NAILS INTO TRUSS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOA CONTINUOUS SPACING _ SHEATHING EDGES w/ (3) 8d ATTACHED TO TRUSS STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 1 Od NAILS, 24" O NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL CONTINUOUS STRUCTURAL CENTER MAX. SPACI TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTUR TYPICALTRUSS TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL P ANCHOR PER PLAN DETAIL AT TRUSS HEEL> 9 1(4" ANCHOR PER PLAN TYPICAL SHEATHING DET FRAMING PER PLAN PER PLAN REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL > 9 1/4" SPECIFIC TRUSS PROFILE INFORMATION. Q_e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, STRUCTURAL SHEATHING, SEE SEE PLAN AND DETAILS FOR ATTACHMENT PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN TRUSS ANCHOR FRAMING PER PLAN PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL FASCIA, (SEE ARCH DWGS) SHEATHING NAIL PER TYPICAL SHEATHING DETAIL BOND BEAM PER PLAN DDETAIL AT TYPICAL TRUSS w ETAIL AT TYPICAL TRUSS W/ HEEL < 9 1/4' ROT ROOF TRUSS ON MASONRY 11 /01 /2023 �1 ROOF TRUSS ON FRAMING 11 /01 /2023 NOT TO SCALE RWal(D �J RWW-020 CR( 2X4 BLOCKING AT OW STRUCTURAL SHEATHING, O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR EA. END TO TRUSS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24" O.C. PLAN AND SCHEDULE SHEATHING PER PLAN 8" CMU WALL, SEE PLAN FOR VERT_ REINF METAi6 AT BLOCKING Rol WALL BRACING @ NON -MG. EXT. WALL (NON -SHEAR) 11/D, /2D23 NOT TO SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O.C. TRUSS STRAP PER PLAN EXTERIOFM R INTERIOR 8" CMU WALL, SHEATHING PER PLAN SEE PLAN FOR VERT_ REINF. ISBRACING @ PERPENDICULAR BRG. WALL (NONSHEAR) vo s... ..,e.. NOT TO SCALE RWM-080 ¢ 2 ( 2 ¢ 2 9 ¢ 2 S FIDGE C GUILE EN) 2 d 2 11`MA.rTACHY1E? !r: ALLTRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXF. SHEATHING INTO DOUBLETOP PLATES. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA STUD. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c- INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE, FXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPUFT. 4"44'4"-14" 22 1/2 TRUSS OR OPTIM 30° M RAFTER SOWC156M (1)T OVERHANG OVERHANG PER PLAN PER PLAN 1/2"-1 3/4" SINGLE SDWC: CONFIGUFATION A SINGLE SDWC: CONFIGURATION B (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TRUSS/RAFTER TRUSS OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER 3/4" +/ 114" (2) SDWC15600 (2) SDWC15600 (2) SDWC15600 ® m m m m m 3" OVERHANG OVERHANG OVERHANG +/- 1/4' PER PLAN PER PLAN PER PLAN 111 _T -111 3I4"-iC 1«/4♦)'U� 3T�14N'-A1j4" (TRUSS OFFSET FROM•STUD) INSTALL 1/2 7/8" 3/4" ------ DOUBLE SDI DOUBLE SDWC: CONFIGURATION B DOUBLE SDWC: CONFIGURATION D 20"-25° 20 25 INSTALLED THROUGH Rpm-'- 1/4" (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE 221/2 221/2 INSTALLTHROUGH TOP TRUSS/RAFTER OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER TRUSSIRAFf ER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11 /01 /2023 CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REQ'D AT ATTACHMENT OVERHANGS GREATER THAN I5". 10d TOENAILS@ (2) A35 @ EA ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO 8" O.C. TRUSS TO HORIZONTAL BRACE, wl TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d TOP PLATE HOER. TALSIDE TOENAILS I ONE WALL FRAMING STRUCTURAL ALONG TOP PLATE DROPPED TOP GABLE w/ OUTRIGGERS PER PLAN SHEATHING PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) W REO'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 10d NAILS IN LIEU OF BLOCKING AND w/ (2) 10d @ EA. EDGE NAILING SHOWN END TO ADJACENT TRUSS WEB 2X4 LADDER FRAMING AT 24" O.C. RECD AT WITHIN THE GABLE, IT IS (OR BOTTOM OVERHANGS UP TO IS". ACCEPTABLE LE TO USE CHORD NAILING ATTACH TO TRUSS TOP "EDGE NAIL SPACING TO AS SHOWN) CHORD wl (2) 16d NAILS BOTTOM CHORD OF TRUSS AT 16" O.C. TO TRANSFER LOAD. 2%4 BLOCKING @ GABLE TRUSS w/ TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS EDGE NAILING (2) 10d @ EA. END NOTED IN THE SHEATHING TO ADJACENT STUD FRAMING SHEET Al SPLICED SHEATHING 3 10d NAILS 3 10d NAILS TRUSS NOTES PERMANENTTRUSS BRACING PER TRUSS MANUFACTURER @ 10•-0" MAX. SPACING. (1) ADDITIONAL FLAT 2X4 WITH BLOCKING EXTENDING A MIN. OF (3) TRUSS BAYS PLACED BETWEEN PERMANENT () @ () @ _ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD PROVIDE 2X8 PT PLATE w/ il2" CIA. x 10" (RESULTING IN 5'-0" MAX. NAIL BOTTOM CHORD OVERALL BRACING) OF GABLE TRUSS w/ ANCHOR BOLTS @ 4'-0" O.C. MAX,, 12d's AT4"O.C. PL WASHERS AND 7"EMBED. NOTCH HORIZONTAL 2x MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN A35 A35 FIRST3 BAYS. OF SEE PLAN FOR MASONRY WALL, BONG BEAM, LINTEL BEAM, AA FRAMING TO (WOOD) A -A (A4ASONRV) ATTACHMENT OF ALL OR RAKED BEAM PER PLAN. FOR RAKED PERMANENT BRACING STRUCTURAL SHEATHING. BEAM @ VAULTED CONDITION. SEE PLAN 1 Od @ 4•' O.C. AND DETAIL t GABLE END TRUSS BRACING DETAIL „ro, /2D23 O 2 2 O _ 2 REM Co GAM GME flit p100FPRCH212T06:14 (fl00 MM712)2wH2:1 ROOFSOTH:i NITS FWFASIBPIGGZIIIES MMW-4FMNALLCASES 1 2 S PAIELMMNI1lialB4 PO.C. COt, dOD. tfltl?'SFIFATHlGIIG'd1SPAN A4�iSfUPKIAYS: D181Y2-1(Z' PAINELMDNIlIiOpl) B'QC. ff0a 4'O.C. PATEDPL% 0DOAOR M17D1 HFAD DA Fi)R fIASIC WW&M IM 1PH OR WATf31 ENA FNSHALLGE40&ALL � 2@E N003: 1. WOOD SIWICIIAt4LPAtFLS LSEDAS FIOOFSIEATHNGSHALLrE IWAU9)W4TH J(M STAGIGUO A LONG SDEOF PANELS PEEP9DIGIIAR70 ROOF FINIING IENEEM ROOF SHEATHING ATTACHMENT DIAGRAM TO SCALE BLOCKING AS REQUIRED FOR BRACING BY TRUSS ' MANUFACTURER. i SEE REQUIREDD. BRACING PER TRUSS MANUFACTURER A A (i.e. BSCI REQ'MTS) CONT 2X4 W/ (2) TYR TRUSS RWM-090 12d NAILS CONNECTOR PER PLAN 6TRUCTURAL SHEATHING PER PLAN SEE REQUIRED ALT. OUTLOOKER FRAMING BRACING PER TRUSS (REQ'D AT 170MPH OR GREATER) MANUFACTURER CONT 2x FASCIA PER �� STRUCTURAL RAW-030 �- VALLEY SET TRUSSES @ 24" O.C. VALLEY SET MIN, T LONG 20 TRUSSES @ GA. FLAT STRAP 24" O.G. w/ (8)16d SHEATHING SHEATHING PER PLAN PER PLAN 2X4 BLOCKING UNDER TRUSS ENDS, NAIL TO TRUSS CHORDS V��J(1) SDWC, 5600 W/ (3) 1Od EA. TRUSS SCREW END. TO EVERY TRUSS BELOW OR VALLEY SET TRUSSES @ 24" O.0 SHEATHING PER PLAN 2X4 PURUN @ EA_VALLEY TRUSS, NAIL TO COMMON TRUSS w/ (3) 16d GUN NAILS pj BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURUN w/ 1 Od GUN NAIL @ 8" O.C. �SSETOVERFRAME 11/01/2023 RWG-060 STRUCTURAL TYP TRUSS SHEATHING PER PLAN 2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ CONNECTOR O.C. READ AT OVERHANGS ( SHEATHING CONT. 2X4 W/ (2) PER PLAN GREATER THAN 12", ATTACH TO MIN. id NAILS. BLOCK4 RAYS BACK FROM CABLE TRUSS. 12d NAILS TRUSS TOP CHORD W/ (2) 16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED BRACING PER TRUSS STRUCTURAL 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2X4 T" BACK. MANUFACTURER SHEATHING .' PER PLAN 2. AT VERTICALS OVER U-6" TO 8'-4" USE (2) 2X4'U BACKS (1 / EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'�" TO 13'-0" USE ONE 2X4 "L" BACK ALT. OUTLOOKER FRAMING AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED ATTHE (REO'D AT 170MPH OR GREATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA. END. IN ADDITION TO THE SECOND DIAGONAL A STRUCTURAL SHEATHING SEE PLAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE ATTACHED TO EA "L" BACK WITH (2) 12d5 AND ONE TRUSSES AT 2'-0" O.C. MAX. ALL STRUCTURAL SIMPSON H5 OR ONE LISP FITS CONNECTOR. SHEATHING. FASCIA SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" (SEE ARCH. DWG.) 2x SHTG. O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. BLOCKING PRE-ENGINEERED WOOD TRUSS ANCHOR TRUSSES AT 2'-0" O.C. MAX. PER PLAN CMU WALL PER PLAN FASCIA (SEE ARCH. DRAWINGS) SHEATHING PER PLAN TRUSS ANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11101/2023 \� 11 /� RWM-100 '%A srAn, 1 er�i" SHEATHING PER PLAN ILED, 2X BLOCKING TDENA ARCHS W/ (2) 12d NAILS THREE TRUSS BAYS BACK rv�u�cmu wui PRE-ENGINEERED FROM GABLE END 2X4 PURLIN @ WOOD TRUSSES AT STRUCTURAL SHEATHING EA VALLEY tq >soNs�N+gr a 2'-0' O.C. MAX. PER PLAN TRUSS. NAIL TO rw a ssEc wcnlror+ 2x BLOCKING TOENAILED, BOTTOM CORD OF VALLET COMMON 3 TRUSS BAYS BACK TRUSS NAILED TRUSS W/ (3) FROM GABLE END TO PUFFIN w/ 10d GUN NAIL 16d NAILS Al En'smaa STRUCTURAL @ e" O.C: OOfmWKU6 - }c 2X4 BRACE CONT. 2x FASCIA PER z rvoT 1-E1Tne N u T11Lv U1 a SHEATHING PER PLAN ARCHS W/ H2.SA@EA. OVER 12j 121 NAILS n Hxrec�ov AecoAO FOA�PPaovAnTE L1— s"cEp oa FRAMED TRUSS H2.5A @ 6'-0° O.0 MAX PRE - ENGINEERED WOOD 2x4 BLOCKING SHEATHING PER PLAN TRUSSES AT 2'-0" O.C. MAX / n j,��` 'SW pem BETWEEN TRUSSES TRUSS ANCHOR oT To'F aW 13014pffi4hhMle EA. E � MASONRY CONTINUOUS HEATHING O EA. END 8" CMU WALL OR LINTEL, SEE SHEATHING _PLAN FOR REINFORCEMENT EDGE 2x4 \ >/ NAILING BE OHO Fieldstone H2.SA @ EA. PER PLAN - MMM OVERFAMED TRUSS TRUSS TIE PER PLAN H10A@EA END �••. ' (2) SDWG,5600'727 OF VALLEY C.O.A.# ARCHITECURE: :� E EDGE NAILING / SCREWSFROM TRUSS&10'-0' jS PER PLAN TOP PLATES TO WOO.C_ MAX. • • • • •`. / TRUSS @ ,6' AA26002802 FRAMING PER PLAN SHEATHING, SEE PLAN O.C.,(1)EA PLY. PER SHEATHING wooD PERPAN C.O.E.# ENGINEERING: No. 60 _ FOR ATTACHMENT PLAN R2o6 OVERFRAMED GABLE END DETAIL MOD (I I/3o/E023, R2oC Ti�:GABLE END DETAIL (MOD) 11/30/2023 29349 RWG-202(RB-449) RWG-2o3(RR4"9) 0 IBRAHEM ELAYEB, PE =� P.E.# 91476 ■ BENJAMIN NIESE, PE -,0 STATE OFim ��O IDA P.E.# 86025 i R ♦ �� Rwc-112 10/30/2024 �/SS/DNA` DATE Michigan 3400Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248-622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813-466.3310 www.fieldstoneae.com O O `1 J ED ^H O W � J j W Q M —1¢ '; V L LU J 2 z — 0 Or U Q O E) J (n U_ O W >-Ui li 00 W N IL co W N F r 4 - L DRAWN BY: FAE VERSION, 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 iI � � iI II I IA ItiLl6,l, IllnL: tl �-0J I it IA III dRB1db 612I illkI R 11,1411JIlL III III LGh III LE1 EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING 1REQUIRED 7/16" 8d 3" O.G. �12° O.C. ALL EDGES SHEATHING PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES y 5 If- m LD NAILING, STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING II DOUBLE NAIL EDGE SPACING EXTERIOR WALL SHEATHING SHEATHING S NAIL LED E' FIELD BLOCKING PANE G REQUIRED (MIN-) SIZE NAILING i SPA NO REQUIRED 7!16" 8d TOG. 12' O.C. ALL EDGES SHEATHING S -- 3i8' 1 STRUCTURAL SHEATHING 11 FIELD NAILING. SINGLE NAIL ') EDGE SPACING'' STUD SPAGING 2X4 BLOCKING 0 - PANEL EDGE PER PLAN / NAILNG / SHEATHING SP AND STSAME RENGTH NAILING THICKNESS AND STRENGTH AXIS 3 1iC BOTTOM PER PLAN ORIENTATION AS WALL SHEATHING CHORD wo1JMCAL SHEATHING DETAIL „/6„2023 woe GABLE END SHEATHING DETAIL„/D,w2D23 NOTTO SCALE WGW-010 NOT TO SCALE WGG-020 PRE-ENGINEERED TRUSS PER VANCE @ 24" O.C. MAX: ATTACH TYR TRUSS STRAP PER PLAN (NOT SHOWN) (6) 0.148" xT FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA PLY.) HFADFR -PAR RFn MNT PER TAR] F (2)-2x TOP PLATE (6) 0.148'xT FACE NAILS - j THRU KING STUD TO \ HEADER (MIN. 3 EA. PLY.) 2X CRIPPLE STUDS @ , 6" O.C- OVER HEADER, TOP/BOTTOM STUD HEADER STRAP REQ'MNT PER TABLE CONNECTORS PER W10jS4 2 TVP. 1 ULT BASIC HUE MAX STRAP WWIIN-D SPEED CLR SPAN REO'MNT <140 MPH 4 FT LSTA18 <140 MPH I 9 FT MSTC28I <160 MPH 5 FT MSTA24 r#OF JACK STUDS 2XFRAMING BELOW WINDOW SHEATHING PER PLAN PER PLAN OR GRINDS PER PLAN: OMIT AT AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS, TYP. ALT. HEADER CONFIGURATION DOWN REQUIREMENT PER TABLE TI- TTBEYOND BREAKLINE OR ULT BASIC HDR MAX (FOR INFORMATIONO STD HER CONFIGURATION) SHOWN REFER WIND SPEED 'CLR SPAN HD REC MNT AT 2-STORY FLR TO FILEl ROUGH OPENING _ MITER LINTELS BY OTT22 i (8) 1j4 1 1/2 ? CONDITIONS (IF APPLIES): ✓BELOW <140 MPH 4 FT FIELD CUTTING 8 1j2' 6' TITEN HD - ULT BASIC FOR MAX HTTN w/ (5/8'x 148 1N H TO 1 _ L WIND SPEED ELF SPAN' HD REO'MNT Fp -�-" #6 REBAR IN VERTICAL <140 MPH 9 FT KING & 5/8"x6 TITEN HD* - - - - �j GROUT FILLED CELL <140 MPH 4 FT CS16x48" L.G. <,60 MPH 5 FT 1 DT1 wi (8) 114 x1-1/2" J / 8 1 /2'x6" TITEN HD* <140 MPH g FT (2) CS16x48' LG.* } #5 CORNER DOWELS INSIDE z 21 STUDS, SPACING PER <760 MPH 5 FF CS16x48 L.G. l AND OUTSIDE OF VERTICAL HDR STRAP & (1) STRAP TO KING STUD #5 BAR AS SHOWN PLANjNOTES TVP. U.N.Q. STD HEADER CONFIGURATION *APPLY(,) STRAP TO JACK STUD W/ PRECAST LINTELS .'wl FILLED WITH GROUT : p I ' (VIEWED FROM INTERIOR) ' AT CRAWL] BASEMENT CONDITION. TITEN HD SHALL BE SUBSTITUTED FOR ATE OF SAME DIAMETER DRILL & EPDXY 6" MIN EMBED TO FOUNDATION WALL _ wos TYPICAL OPENING @BEARING WALL (FL/CCD) 1101V2023 za/zozz WGW-050 gD DEG. CRNR DETAIL wl COLUMN BEL w26 ,_.. ..,<... WGM-250 ULT BASIC WIND SPEED HOB MAX STRAP CLR SPAN REQ'MNT <140 MPH _ 4 FT LSTA18 <140 MPH 9 FT M11`1;2S� - 116O MPH 5 FT MSTA24 (2) 2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ 9" O.C. ALTERNATING SIDE OF THE �✓ fSPAN WALL FROM TOP PLATES INTO RAISED HEADER BELOW OVER DENG, TYPTYR TRUSS -TO -TOP PLATE CONNECTOR PER PLAN HEADER PER PLAN, (2) PLYMIN. ADDITIONAL JACK/KING STUD CONNECTOR HDR MAX CLRREQUIREMENTS PER PLAN. EDGE NAIL SHEATHING AROUND DENG PER TYR SHEATHING DETAIL REC'MNTS INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: DOUBLE 2. TOP TOP PLATE CONNECTOR, 1X CUSTOM P.T. a" TO Dt OR GREATER BUCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE - ix WOOD MASONRY MASONRY MID SPAN BLOCKING - ONE)'. 1x P T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS ' - ATTACH w/ "T" NAILS @ 4" 114' - 1/4"x4" MASONRY .. STUD, UNO. (1) SPH6 @ 2X6 WALLS .. ATTACH FROM ENDS AND 12' O.C. SCREWS @ 4" FROM ENDS GARAGE DOOR AND b. (2) H2SA (ONE EA SIDE OF WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER. TRACK. INSTALLED PER �• BOTTOM PLATE CONNECTORS, \ PLATE) FLORIDA WINDOW THRU BUCK INTO w 1 1/4" EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (H SP2 "Z •' PRODUCT MASONRY PER FLORIDA �..--� SPECIFICATIONS. T" a (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600 SWRIJVBL PRODUCT APPROVAL 6 C. 2X6 WALLS e. STRUCTURAL SHEATHILINENG & (1) SPH PLAN NAI SEALANT PER ELEVATION I b (2) SP15 (ONEEA SIDE OFA NE EA SIDEOPLATE) F PLATE) I SHEATHING EPER PLAN 2X6 WOOD BUCK ANCHORED I, 2x STUDS AT 16' O.C. TO CMU w/ 1 /2" x 6" "L' BOLTS J. (T STRUCTURAL S SCREWS e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE OR 5/8" x" WASHESIMPSRS N TITEN NAILING PER PLAN PER PLAN - HD'S w/ 2" WASHERS AT 24" TYPICAL WINDOW ATTACHMENT DETAIL D G & W FIN 6' GF TOP AND w1 o LOAD BEARING WALL W/ UPLIFT B/27/202, 12/17/2021 FRAME TO BUCK BOTTOM, OR (2) ROWS OF 1/4" W 14 U.. TO MASONRY x 3" MASONRY SCREWS @ 12" NPT.if.6 SCALE WGM-140 O.C. STAGGER ROWS 6' WGW-105 EXTERIOR CMU WALL - WOOD BUCK ATTACHMENT: 1/q" DRIVE-IN ANCHOR INT. FINISH 2, OR GREATER BUCK TO MASONRY DOUBLE 2x TOP PLATE 1x WOOD BUILT-UP THICKNESS < 2 1/4" = 1l4"x4" GARAGE DOOR AND L_ STRUCTURAL SHEATHNG MASONRY SCREWS @ 4' FROM ENDS 2, FRAME WALL w/ P.T. 2x P.T. BUCK TRACK, INSTALLED PER •� 1^'S & ATTACHMENT PER PLAN AND 12" O.C. REMAINDER wi 1 1/a" MANUFACTURERS MID SPAN BLOCKING BETWEEN SILL PLATE, PER PLAN - 2x STUDS SPACING ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. \ EACH STUD AT FRAME WALLS PER GENERAL NOTES ANCHOR BOLTS OR STRAPS, - FLORIDA PRODUCT \ w/ PLATE HEIGHT 9'-4" OR SEE GENERAL NOTES, U.N.O. ALT TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN APPROVAL ' • IX CUSTOM PT BUCK 70 MASONRY 1/2x 21/4 HILTI SLEEVE_ ANCHOR OR EQUAL MIN. 11/2" MATO NAILS @ 4A ROMME I RENDS AND 12 8" CMU WALL, BOND BEAM BRICK J • ] TH, ATTACH p,� EMBED INTO MASONRY (i) PER SHEATHING & VERT. BRINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THE BRACKET 2x BOTTOM PLATE PER PLAN F I PER J BUCK INTO MASONRY PER FLORIDA FRAME TO MATCHING WALL WIDTH LI SH A Y M SONR EVATI N PRODUCT APPROVAL EL O FRAME WALL ON MASONRY WALL 11/01 /2023 TYPICAL DOOR ATTACHMENT DETAIL 11 /01 /2023 TYPICAL GARAGE DOOR ATTACHMENT 11101 /2023 LOAD BEARING WALL wlo UPIJFf „/0,/2023 W16 W11 NOTTOSCALE WGM-121 NOT TO SCALE WGM-150 NOT TO SCALE WGM-160 WGW-111 SHEATHING IIIIIiT.O. BO PERNP AND BEAM EXT. WALL PER PLAN 2X4 BLOCKING @ 24' O.G. NAILED BETWEEN STUDS w/ (2) 10d NAILS EACH END INT. WALL CONNECTION TO EXT. WALL NT. WALL PER PLAN (2) 10d NAILS EN STUD TO EA. BE( 2X4 DBL. TOP PLATE BLOCKING' JSH WITH S =ACE THAT iDJACENT- RSECTING NTERSEC' JALL BEYOI• PAR OR (TERIOR W/ SILL PLATE EN IN CON] /CONCRE 2/28/2022 WGW-, 81 PER PLAN 2x STUDS @ 16, O.G. END STUD TO FLAT STUD w/ 0.162"x3-1/2" ft$9 °1 ffit.C. #5 REBAR, CONT. IN BOND BEAM BOND BEAM PER PLAN #5 REBAR HOOKED TOP OF HEADER AT MTL STRAP LOCATION BOTTOM OF TOP PLATE MATCHES STD CONDITION PLATE HEIGHT PER PLAN 2x CRIPPLE STUDS (2)-2x CONT FLAT PLATE USE (3)-2x PLATE AT DBL .. MTL STRAP LOCATIONS ALT IRAISED HEADER ENO LENGTH CONTINUOUS DOUBLE 2x FULL HEIGHT KING STUD pER SCHEDULE 2x TOP PLATE w/ PEN. NUMBER PER PLAN f PLATE HEIGHT PER PLAN ^ HEADER PER PLAN ' O 2x BILKS - USE DBL, OR s FLAT 2x BLKG @ DBL OR O. 3" WIDE MTL STRAPS ¢ I ¢ 2x JACKSTUD NUMBER PER PLAN/NOTES i WALL SHEATHING PER PLANS/SHEAR WALL SCHEDULE o' SINGLE, DOUBLE OR FLAT 2x BLOCKING. TYP. 3 - (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING II it III 2x SILL PLATE w/ SILL ANCHORAGE PER PLAN STUD PARALLEL TO STRUCTURAL DOWEL # OF NAILS END STRAP l SHEATHING STRAP @ EA. END LENGTH' CAPACITY (LBS) GOSNT}HB - PER PLAN --1 - ro4�t'At CS2o (16)(16) o-i31' 2112^ 9°_ 1030 G516 (28)0_,3, 21'2" _15" 1705 STUD w/ #5 REBAR VERTICAL GMSTC76 (58)0.148x3-1/4" 27" j 4690 0.162"x3-1/2" IN SOLID FILLED - ..� CAL1F'if�iRNER CELLS, (SEE PLAN) 6j2021 w1 a FTAO SHEAR WALL 11/01/2023 NOT TO SCALE WGW-180 WBW-120 #5 REBAR HOOKED DOWEL ORD Fiel&tone COMMON WALL, 0 0 3" x 5' CLEAN OUT AT '� f ALLFILEDCE P)axBx16GMD S C.O.A.#ARCHITECURE: � �•' `•_� WEAVE BLOCK COURSES EVERY SEE FOUNDATION PLAN OTHER BLOCK (iVP.) (A EVERY • _ AND DETAILS FOR e e / BLOCK TEE INTERSECTION - f FOOTING REINFORCING. AA26UU2802 ��- / ( / REBAR PER ' C.O.E.# ENGINEERING: o. 86D PAN 29349 �= "�* _ t : TYPCA. ENFORM FILLED CELL DERL II/DI/2623 p IBRAHEM ELAYEB, PE _ ,Q 4 Nor TO SCALE wcm-1so P.E.# 91476 r TYPICAL CMU INTERSECTION DETAIL 11/01/2023 ■ BENJAMIN NIESE, PE TATE P.E.# 86025 ���� S�ORID F � SCALE 1se i, ' F P ' G? NOT TO WGM-182 • 10/30/2024 ��/ss�01VA1. `F.? DATE 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 C) O `L J m f— O J t O W N Lu LID z co W < 0 LU Z F LL Q O < J O Ir J Tn LL I- J UJ J_ in LLI - 0 = C d F— N O F- L IDRAWN BY: I FAE VERSION:5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 2x KNEE WALL OR PRE-ENG FLOOR - - STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN. GONT. 2x STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, CONT TRUSS. STUDS @ 24' O.C. A, �� - / 2x FRAME WALL PER PLAN, CONT ATTACHMENT PER PLAN. CONT. PLATE ./ (2)16d NAILS @ EA TRUSS 1 L ATTACHMENT PER PLAN. CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. \ 2x RIBBON w/ (21 tOd NAILS @ EA. 2x PLATE w/ (2)16d NAILS @ 16' O.G. !, META16 @ 24' O.C. (MAX.)"" x\ % THROUGH FLOOR SECTION \ Ir THROUGH FLOOR SECTION �I "- NOTE: 2xa VERTICAL INSTALLED TIGHT TO �'� FLOOR SHEATHING &ATTACHMENT PANEL EDGE NAILING FLOOR SHEATHING &ATTACHMENT II TRUSS LSTg12 C. EA. TRUSS VERTICAL. 2x FRAME WALL PER PLAN. PER GENERAL NOTES FLOOR SHEATHING &ATTACHMENT TOP AND BOTTOM CHORD w, CONT. 2x PLATE w/ (2)16tl \ PER GENERAL NOTES , / COUPLING NUT, OR THREADED (3)ed TOE NAILS AT LOCATIONS ,\ (4) 16d NAILS RIBBON TO EA. PER GENERAL NOTES BEND @BOTTOM PLATE ROD CUT TO LENGTH WEE EEEMB ND DDED TRUSS >. - PANEL EDGE NAILING gd NAIL53NAILS 9 16 O,CTRUSS. Pp OP18 BOTTOM --- l_. FIELD FRAME 2X4 KNEE WALL AND < )I \� VERTICALS MISALJGNS _ _I - FLOOR SHEATHING & SHEATHING TO EA- Z i'� ` OR PRE-ENG FLOOR TRUSS, ATTACHMENT PER GEN. NOTES STUDS @ LA O.C., TOE NAIL TRUSS END LEG BOTTOM PLATE/CHORD w/ TRUSS PER PLAN - PANEL EDGE NAILING / PANEL EDGE NAILING 10d NAILS @ 6 0,0. SHEATHING PER PLAN J 2x4 BRACING MIN. 6-0' IN TRUSS PER PLAN -J - META16 ANCHOR LSTA15 @ EA. VERTICAL BEND TRUSS PER PLAN w 2 10d - T / ) (a BOTTOM OF TOP PLATE EA.TRUSS _ / C� USS J � TRUSS JOIST PER PLAN 8" CMU WAL BON D BEAM _ LENGTH w/(3)10d NAILS END SHEATHING F TOE NAIL TO TOP PLATE USS / JO S a 1/2"ALL THREAD 32" & VERT. REINF. PER PLAN GABLE & MIN. (3) FLOOR TRUSS, PER PLAN S" \- g" CMU WALL, BOND BEAM I L �- BRACING SPACED MAX. 5'-0" O.C. &VERT. REINF PER PLAN SHEATHING PER PLAN J O.C. @ ALL CORNERS AND SHEATHING PER PLAN 2x FRAME WALL PER PLAN kikRlt @IfEi W 6LICM IRl@91 FLOOR TRUSS TO MASONRY WALL 1 ,10112023 FLOOR TRUSS TO MASONRY WALL „101 / 2D23 �1 FLOOR TRUSS/JOIST TO FRAME WALL 11130/2023 %1 FLOOR TRUSSI JOIST TO FRAME WALL 12M'-2021 L01 L02 o w LTM-010 NOT TO SCALE LTM-020 MOD -RB(LGW'020) LEW-030 2x FRAME WALL PER PLAN, CONT 2x FRAME WALL PER PLAN, �, / STRUCTURAL SHEATHING & - 2x FRAME WALL PER PLAN STRUCTURAL SHEATHING & ',I`�� 2x PLATE w/ (2)16d NAILS @ 16" O.C. ATTACHMENT PER PLAN, CONT. CONT. 2x PLATE wj (2)1fid \\\'1` ATTACHMENT PER PLAN, GONT. FLOOR SHEATHING & AT - THROUGH FLOOR SECTION*** NAILS @ 16" O.0 THROUGH FLOOR SECTION`** HOLD DOWN CONNECTION PER PLAN PER GENERAL NOTES FLOOR SHEATHING & w/ANCHOR BOLTS OR EPDXY ANCHOR ATTACHMENT PER ARE MIN. EMBED. (EXPANSION BOLTS TRUSS/JOIST � PANEL EDGE NAILING !� ARE NOT ALLOWED) PER PLAN \ GENERAL NOTES PANEL EDGE NAILING � TRUSS /JOIST 2x BOTTOM PLATE PER PLAN REAM/GIRDER PER PLAN PER PLAN BEAM/GIRDER PER PLAN 5 2x BLOCKING @ EA. AEG. 5 f - SHEATHING PANEL EDGE NAILING STUD PER PLAN AS SHOWN PANEL EDGE NAILING PER PLAN 7 _ `*` NOTE: - PRE-ENGINEERED ------ J TR I T PER PLAN `*` NOTE. ILO CONT. WALL SHEATHING ILO CONT. WALL SHEATHING INSTALL USS/JO S SHEATHING PER - INSTALL LSTA15 STRAP EA STUD, LSTAT 5 STRAP EA STUD. CORNERS & I 8" CMU WALL, BOND BEAM & P PLAN CORNERS & FLANKING ALL OPENINGS. TRUSS/JOIST CONNECTION TO FLANKING ALL OPENINGS. CENTER VERT. REINF. PER PLAN CENTER STRAP AT TOP OF BEAM/GIRDER BEAM PER MANUF. STRAP AT TOP OF BEAM/GIRDER Lo7 2-STORY CONNECTION AT BEAM „;0,;2023 LOB 2,STORY CONNECTION AT BEAM „/0, /2023 �BEMINGTO BOND BEAM DETAIL 212812022 NOTTO SCALE LGGmOTO NOT TO SCALE L nG E LGM-260 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN. CONT. THROUGH FLOOR SECTION 2x FRAME WALL PER PLAN. GOUT. - 2x PLATE w/ (2)16d NAILS @ 16. O.C. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES 2.4 LEDGER OR TRUSS TOP CHORD wj (2)12d NAILS TO EA WALL STUD (MAX. 16" O.C.) STRUCTURAL SHEATHING & ATTACHMENT PER PLAN 2x4 LEDGER OR TRUSS TOP STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & /- CONT. 2.4 EA STUD & TOE �Y CHORD w/ (MAX.NAILS TO EA � / w/ (3)10d @ EA STUD 8 TOE ATTACHMENT PER PLAN, SECT \ / WALL STUD (MA16' O.C.) ATTACHMENT PER PLAN. CONT. I. t� CONT. 2x4 BLOCKING/LEDGER ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION THROUGH FLOOR SECTION w/ (3)1 Ed @ EA STUD & TOE THROUGH FLOOR SECTION NAILED TO EA TRUSS - STRUCTURAL SHEATHING STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN \\ & ATTACHMENT PER PLAN 2x FRAME WALL PER PLAN NAILED TO EA TRUSS 2x FRAME WALL PER PLAN. CONT \ f CONT. 2x PLATE w/ (2)16d 2x PLATE w/ (2)16d NAILS @ 16" O.C. &ATTACHMENT PER PLAN COOT 2x PLATE w/ (2)16d STRUCTURAL SHEATHING () NAILS @ EA TRUSS NAILS @ EA TRUSS FLOOR SHEATHING &ATTACHMENT T II ,I CONT 2x4 RIBBON I &ATTACHMENT PER PLAN CONT. 2x4 RIBBON PER GENERAL NOTES - FLOOR SHEATHING & FLOOR SHEATHING & ATTACHMENT PEP GEN- NOTES ATTACHMENT PER GEN. NOTES S - A TRUSS PER PLAN PRE-ENG ROOF TRUSS PER TRUSS PER PLAN TOP CHORD BEARING 2x KNEE WALL OR - MANUF., STRAP PER PLAN 2x KNEE WALL OR PRE-ENG ROOF TRUSS PER MANUF. STRAP PER PLAN TRUSS PER PLAN PRE-ENG ROOF TRUSS PER TRUSS PER PLANPRE-ENG TOP CHORD BEARING V\\�, PRE-ENGTRUSS PER PLAN 8" CMU WALL, BOND BEAM - - TRUSS BOTTOM CHORD OR 2x LEDGER w/ 10d NAILTO EA VERTICAL & TO PRE-ENG TRUSS PER PLAN 8"CMUWALLBOND BEAM - (2) 2x6 LEDGER w/ 1/4" x 5" CONT. 2x4 RIBBON MANUF., STRAP PER PLAN TRUSSERBOTTOM/ CHORD OR CONT. 2x4 RIBBON ROOF TRUSS PER MANUF., STRAP PER PLAN & VERT. REINF. PER PLAN BOTTOM PLATE/CHORD @ 16' O.G. & VERT. REINF. PER PLAN SDS SCREW TO EA TRUSS 2x LEDGER / ( NAIL 2x6 LEDGER x 6' VERTICAL & TO BOTTOM S' CMU WALL. BOND BEAM ON 9 TO CONT. RIBBON @ t6" O.C. 8' CMU WALL, BOND BEAM S E TRUSS SDS SCREW TO TRUSS PLATE/CHORD @ 8" O.C. & VERT. REINF. PER PLAN & VERT. SEINE. PER PLAN & TO RIBBON @ 8" O.C. B' "NOTE. `* NOTE'. DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL "NOTE' "NOTE: DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL FLOOR TO MSONRY WALL @ LOW ROOF 2/28/2022 FLOOR TO MASONRY WALL @LOW ROOF 2,26K2D22 ��FLOOR TO MASONRY WALL @LOW ROOF 12/17/2021 �1 FLOOR TO MASONRY WALL @ LOW ROOF 12117,2021 L11 L12 NOT TO SCALE LTM-110 NOT TO SCALE LTM-120 �JNOT TO SCALE LTM-130 �JNOT TO SCALE LTM-140 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, GONT STRUCTURAL - 2x4 BLOCKING BETWEEN EA THROUGH FLOOR SECTION SHEATHING CONT- 2x4 BLOCKING/LEDGER /I TRUSS (OR CONTINUOUS AS 2x FRAME WALL PER w/ (3)10tl @ EA STUD & TOE CONTINUOUS TRU55 ALLOW) w/(3) 110ddd TOE PLAN, CONT 2x PLATE w, / NAILED TO EA TRUSS 2x STTU 0 �' N� �P IL TO (2)16d NAILS @ 16' O-C. STRUCTURAL SHEATHING C Puf4969 �w U LE BEAM/GIRDER PER PLAN _ & ATTACHMENT PER PLAN CON X -----' -- S P EDGE NAILINGNG PER /^ FLO A DETAILS FLOOR SHEATHING & PER PLAN \ V MUSSES ATTACHMENT PER GENERAL NOTES \\ @ 24' O.C. s�EArwNG O Fieldstone �pMIN OO. j�/✓'� ,/4"x5"SDS@ O \ ��•. � /`� �� / TRUSS/JOIST EA TRUSS TRUSS/JOIST PER PLAN - PRE-ENG ROOF TRUSS PER PER PLAN HTU26OR C.O.A.# ARCHITECURE: f MANUF., HTU26 OR HANGER SHEATHING PER PLAN HANGER PER AA26002802 SHEATHING PER PLAN - PER MAUNF., U.N.O. BEAM OR T FLGQR *NOTE: RYOM&E C.O.E.# ENGINEERING: No. 86 EDGE NAIL SHEATHING TRUSS TO THE WAL RING 29349 —=l: GIRDER BEING CONTINOUS TO THE BEAM BELOW IS TO USE LSTA 12 — "*NQTE: @EASTUDABOVE TOBEAM O IBRAHEM ELAYEB, PE — ILO CONT. WALL SHEATHING INSTALL LSTAIS STRAP BELOW P.E.# 91476 EA STUD. CORNERS & FLANKING ALL OPENINGS. • CENTER STRAP AT TOP OF BEAM/GIRDER III, BENJAMIN NIESE PE % O STATE OF L1 s 2 STORY CONNECTION AT BEAM 6„ 6,2022 Li a 2- STORY CONNECTION AT BEAM WI LOW ROOF MOD (5/10/2022, P.E.# 86025 !��� a10 R1D P p'� N NOT TO SCALE LGG-160 NOT TO SCALE LGG-,84(IEL50)•T ,I�-Q ♦'�`\ 10DATE 24 //ONAI. E \\\\ Michigan I'I 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 CD O Y J �— O J 0 F > N LE ztn z Q � J Q fir' V LLu J 2 z U) F O Q O U W J DJ ¢ U) LL E J o= C0 Ir LLI ~ C7 _ cc 00d UJI N O R L - DRAWN BY: FAE iII VERSION: 5A SHEET NAME DETAILS - FLOOR SHEET # S4.3 Is INTERIOR STRUCTURAL SHEATHING, REFER TO RI 1/S4.1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC PRE-ENGINEERED ROOF TRUSSES REFER TO TRUSS MANUF DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3A & DETAILS ON S4.1 SHEETS FASCIA PER COMMUNITY SPEC SOFFIT PANELS < 2'-0' MIN, 2X2 VERTICAL BRACE @ 24" O.G. MAX SPACING. ATTACH TO EA ROOF TRUSS W/ (2) 8D NAILS. MIN. 2X2 HORZ BATTEN, IF RED PER MANUF. ATTACH TO EA VERT. BRACE W/ (1) 10D NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. MIN. 2.2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS w/ (2) 10d NAILS, MIN- 2x4 HORZ BATTEN, IF RED'D PER MANUF. ATTACH TO EA VERT. I BRACE w/ (2) 10d NAIL (24' O.C. MAX SPACING) EXTERIOR L PANEL ATTACHMENTS Fq[ / PER MANUF. - WALL CONNECTION PER FOUNDATION PLANS ON S1.1 _ / AND DETAILS ON S1.0 SHEETS 2'-0" < SOFFIT PANELS < 3'-0' 0'-0"FIN. FL INSTALL MID -SPAN BLOCKING (BATTEN) - FINISHED GRADE WHEN REQUIRED BY MANUFACTURER - MONOLITHIC FIND, PER FOUNDATION PLANS ON SIT AND DETAILS ON S1.0 SHEETS SOFFIT & OVERHANG PER SPEC, BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS WALL CONSTRUCTION PER FLOOR LINTEL PLANS ON S: AND DETAILS ON ST2 SERE sot TYPICAL 1 STORY WALL SECTION 09 122024 NOT TO SCALE WSM-012 INTERIOR STRUCTURAL SHEATHING, REFER TO R11/S4.1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC, PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON S4.1 SHEETS - FASCIA PER COMMUNITY SPEC. - SOFFIT & OVERHANG PER SPEC BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEET - PRECAST LINTEL PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS - OPENING o PRECAST SILL PER PLAN - WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS EXTERIOR - WALL CONNECTION PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS 0'-0" FIN. FL. - FINISHED GRADE - MONOLITHIC END., PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS sot TYPICAL 1 STORY WALL SECTION 09/12/2024 NOT TO SCALE WSM-021 2x LET IN THRUST BLOCK 2%12 STAIR STRINGER w/ (8)10d (0.148"x3") NAILS (2) 2X8 BEAM TO WOOD FRAMING OR (3)1/4"x2-3/4" CONCRETE $,SS_TAIR LANDING_ STAIR LANDING SCREWS TO SLAB )\ V ELEV. &SIZE EL�1 EV. &SIZE - 2X72 STAIR PER ARCH. PER ARCH. STRINGER 00' PLANS PLANS (2) 2X8 BEAM 2X6 FLOOR JOISTS @ 16' O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS TO BEAM w/ LUS26 HANGERS (2) 2XB HEADER w/ (2)16d @ 16" O.C. TO BEAM NAILS @ 8" O.G. STAGGERED w/ LUS26 HANGERS TOP OF FLOOR TOP OF FLOOR ELEV. PER PLANS A35 CLIP EA STRINGER TOA!IELEV. PER PLANS 1 2X LEDGER. MAX. NAILING J I TRUSS/JOIST PER MANUF. FLOOR GIRDER/RIM - FLOOR TRUSS PER MANUF FLOOR TRUSS PER MANUF w/ PER PLAN - CONT 2x BAND BOARD �'( \� (4)10d NAILS TO EA TRUSS \- 2.6 LEDGER ATTACHED TO STRINGERP O BACKER 2x6 LEDGER ATTACHED TO FLOOR TRUSS wl 10d NAILS 2x BAND,/ (2)10d NAILS 3" O.C. ALONG BOTTOM C 4" O.C. STAGGERED CHORD AND ALL WEBS 1 1/2' MIN t-0" MIN ON HANDRAIL, - 1 1'2' MIN. I TREAD'' 1 1/4' MIN. TO 1 112" MAX. DIA. 5 �L HANDRAIL BRACKETS RETURN HANDRAIL TO BE CONNECTED TO FRAMING PER MANUF. INTO 1x BACKER BD r3P2+ ST ------ Q mF RECOMMENDATIONS /4" - 1 1/4' NOSING 9tiG GREATEST VARIANGE BETWEEN LARGEST F9y, TREAD AND SMALLEST TREAD SHALL NOT BE ( SEC110N PLAN GREATER THAN 3/8. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RANDPAL REGUHEMENIB RISER SHALL NOT BE GREATER THAN 3/8". TYPAL STAIR DETAILS 11/01i2023 WSG:, O, 2 PER ELEV. INSULATION AS PER SPEC. INTERIOR STRUCTURAL SHEATHING, REFER TO R11/S4.1 FOR NAILING & OTHER REQUIREMENTS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON SO SHEETS TOP F WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC. `- SOFFIT & OVERHANG PER SPEC. `- PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWGS STRUCTURAL SHEATHING, REFER TO W01/S4.2 FOR NAILING AND OTHER REQUIREMENTS SOFFIT PANELS < 2'0" .- MIN. 2X2 VERTICAL BRACE @ 24' O.C. MAX SPACING - ATTACH TO EA ROOF \ TRUSS W/ (2) BD NAILS. MIN. 2X2 HORZ BATTEN, IF REO'D PER MANUE. ATTACH TO EA VERT. BRACE W/ (1) 10D NAIL (24' O.C. MAX SPACING) -- PANEL ATTACHMENTS PER MANUF. MIN. 2x2 VERTICAL BRACE fa 24' O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS w/ (2) 10d NAILS - FLOOR JOIST OR TRUSS SYSTEM - MIN. 2.4 HORZ BATTEN, IF & DIRECTION PER STRUCTURAL REO'D PER MANUE. FLOOR CONNECTION PER ATTACH TO EA VERT. FLOOR FRAMING PLANS ON S3.1 BRACE w/ (2) 10d NAIL \ AND DETAILS ON 54.3 SHEETS (24' O-C- MAX SPACING) RIM DO. OR TRUSS PER FLOOR - PANEL ATTACHMENTS FRAMING PLANS ON S3.1 AND \ / PER MANUF. DETAILS PROVIDED ON S4.3 SHEETS \ TOP OF FLOOR (REEER TO ELEV.) 2'-0' < SOFFIT PANELS < 3'-0" INSTALL MID -SPAN BLOCKING (BATTEN) WHEN REQUIRED BY MANUFACTURER BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS EXTERIOR WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS WALL CONNECTION PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1 0 SHEETS _jIIII0'-0" FIN. FL. FINISHED GRADE - MONOLITHIC END., PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1 R SHEETS soa TYPICAL 2 STORY WALL SECTION 09/12/2024 N07 TO SCALE WSG-043 A35 CLIP EA 4POFROgi A35 CLIP EA 4)�RDA FLOOR lOP6R0� STRINGER TO ELEV. PER STRINGER TO ELEV. PER GIRDER/RIM ELEV. PER 2XLEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS MAX. NAILING MAX. NAILING 1 1 L FLOOR TRUSS FLOOR TRUSS TRUSS/JOIST L ffAVVNWAND @F&t1fMaWRATTACHED PER MANUF. 1 BOARD W E)IW TO FLOOR TRUSS./ 10d LSC STRAP C T -- 2hI94 LT$LFF ATTACHED NAILS @ 3" O C. ALONG EA STRINGER TBIta$ANDw/ (2),0d BOTTOM CHORD AND ALL TO BACKER WEBS NAILS <Ld 4" O.C. TYPUL STAIR DUA STAGGERED \` W 228/2022 J WSG-; 02 (2) 2X8 BEAM 2x LETINTHRUST BLOCK wl (B)10d (0.148"x3) NAILS '�rA.UI TO WOOD FRAMING OR ELEV. &SIZE 2X12 STAIR ELEV. 8 SIZE 2X12 STAIR (3)1/4"x2-3/4" CONCRETE PER ARCH. STRINGER PER ARCH. STRINGER PLANS - 2x LEDGER PLANS SGREW/IR LAB (2) 2X8 BEAM ATTACHED TO (2) 2X8 HEADER 8%62fL9GW11L�4S 2X6 FLOOR JOISTS L1000.C. TO BEAM @ 16" O.G. TO BEAM ATYPICAL STAIR DETAILS 6T&OG&RRANGERS wi LUS26 HANGERS J V �..- 11/`2/2021 WSG-104 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE `\`x111111II////// No. 860 /� /= �/4: Z 0 STATE OF `S10NA1. 00 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 0 0 Y J m Z U N O W� Z co QM w 0 W z 00 (n L~i < J 0 J U) LL O W � li Jn _ CO Cc D O = m LEI ~ a M LU O L DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - MISC. SHEET # S4.3. 1 FASTENERS ALLOWABLE LOADS CONNECTOR [,,:, TYPE GRAVITY LO UPLIFT (Ibs) @ 1.6 LATERAL r.) @ 1-6 METAI6 B 0.148"x1-1/Z" - 1450 F3:340 F2'. 770 HETA16 9 0.148"xl-1/2" - 1810 F1. 340 F2 770 (2)META16 1-pty 10 0.148"xl-1/2" - 1975 F1:690 F2 : 770 (2) META16 3-ply 14 4. ifi2"x3-1/2' -- 1795 F1 : 1285 F2:1080 (2) HETAI6 1 l 10 0.148"xl-1(2" -- �m F1: 680 F2:770 (2) NETA16. 2-or 3-ply 22 0.162"x31/2" -. 2365 F1: 13511 F2: 1430 HSTMifi 8 0.148"xl-1 3" _- 1110 F1:120 F2: 90 4 1/4`kl-3I4" CONIC SCREW LGUM28-2 6 3 8" x X TITEN HD 8250 243S 6 4" x 2 2" SDS RE W S4 MSTC28 36 11.148" x 31 3460 MTS12 14 0.148'x1-1/2' 990 2 MTS12 28 0.148"xl-Y - 1980 - MTS16 14 0.148"x1- 2' 990 HU210-2 18 14"x23/4'CONC SCREW 3, 1800 -- 10 0,148"x 3" HTS16 32 0.148"x1-1/2" 2 HTSI6 16 0.148"11-I 2" 1310 NTS20 24 0:148'xl-1/2" - 1310 - LSTA12 10 0.148"x2- " -- 925 - LSTA18 14 0.148"x2-1/2" ins _ LSTA30 22 0.148'Q-LQ" 1640 MSTA24 18 0.148" X 2 2" 1 0 12) MSTA24 36 0.148" X 21/2" 3,290 MSTA36 26 0.148"%2 2" 2 50 (2MSTA36 52 0.148"X21/2" 4,100 - MSTA30 22 0..149'X2-1 2' 2050 MSTC28 36 It 148"x 31/4' -- 3,460 MSrCS2 62 0.148"x3-1/4" 4735 MSTAM24 9 - 0.148"%3" - 1.425 - 5 114" 112 114" MSTAM36 13 0.148"X 3' __ 1.970 - 8 1/4" %2 1/4" -- (2) MSTAM36 26 DA48'X 3' 3740 -- 16 4'X214" MSTCM40 10 4-X2-1/4-CONC SCREW _ 2800 _- 14 0.1411N}14" MGT 0.148'k3" -_ 3965 F1:775 F2: 525 1 5 6"ATR HGT-3 16 0.348'k3" �'�0 _ 2 3/4"ATR VGTR or L 1 5 "ATR _ 222_5 €1:650 FT630 16 4"x3"505 VGTR/L 2 'ATfl _ 5545 F1: 650 F2: 6'A 32 1/4'k3" SDS YGT 1 - 'ATR _ 4940 Fi: 1185 F2: 5% 16 1I4'k3"SL1S (2) VGT 2 5/8` ATR 7185-20y 88 F1 , 118S F2: 590 32 1 42 3" SDS DTT22 Y 8 2/2" ATR 1CX3"SD$ 1925-2x4 min 214522x4 min HTT4 1 5I8"ATR 3610 _- 18 0.148"x3- HTTS 1 5/8"ATR _- 4670 26 0.148x3" HTTSKT 1 ATR - 544S -- 25 SD 410x2-i/2" ABU44Z 1 S/8" ATR 7570. 1900 12 0.262"x} ABU66Z 1 Sf8" ATR 18205 2475 -- iz o.Isz"x}1 r' 112.5A 10 0.Y31z2-1%2 - 565 F1: 110 F2: 110 H10A 18 0.148-xl-1/2" III: 565 F2: 285 H10A-2 18 0.148"x1-1/2' -- low F1: 680 F2: 260 HUC48 14 1I4'X2-3/4"CONC SCREW 35W. 1135 -- 6 0.148'x3" HUC414 24 I/4"x2-3/4"CONIC SCREW r 2015 12 0.148".3'• WS26 4 0.148''x3" S65 1165 - SPH4 12 0.148"x1-1/2" _ Side .640 Center; 1280 DTC dips 4 3/16'X2-3/4" CONC SCREW - - FI : 85 F2. 135 2 0.131"x2-1/2" A35 12 0.131"xl-1/2" - -- F1.65 F2 : fi70* SDWC15600 1 SOWC156M -- 615 F7: 130 F2:225 SDWC15450 I SCOWC15450 295 F7 LSO HTU26 0.162"x3-1/2" 3200 12SO 14 0.148-X3" LGU3.63-SDS 16 1/4"X2 2" 6,720 5,5SS - 12 1/4" X 2 1/2' HDUS-SDS25 1 7/8-ATR _ 7$/0 20 IJ4"%21/2"SDS H0U11-SD52.5 I I' ATR _ 11,175 - 30 114" X 2 1/2" SOS THD26 20 0. 16 2" x 3" 2940 3240 -- 2D 0. 148" x 1 112" TH028-2 28 00.2"x 3"3" 4310 4860 - 16 11648 x PRECAST LINTEL GRAVITY LOAD TABLE Y4.21 LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST.CRErE, LOTTS CONCRETE, DUALUY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTELLENGTH MA%.CLEAR OPENING TYPEA 8"UNTEL 8"TYPEB.12"TYPEB111"TYPES""I kkEC 12'TYPEC 14"TYPEC** 16"TYPES 16"TYPEC 20"TYPES 124"TYPE B 20-TYPEC 24-TYPEC 28"TYPE B 28"TYPEC 32''WE 8 32"T5WED 710" 1'6" 2Z31 3069 37i9 3280 5163 6607 8054 9502 10wo 5i 4605 52% 6113 7547 8974 1000D 12oFMi 3'6" 2'2" 2231 � 3 9 3280 5163 66t,' 8054 I 9502 10000 9 4605 , $206--. 6113 - 7547 W74 '- low 78" 1783 2.11 2751 3280 3922 4890 5961 7034 819" 2 4605 5205; 6113 - 7547 "8974 10DOD 100DO 8'6' 32" 1343 1�9 2110 2F92 2931 '756 4576 i400 62Z4 ' 1969 4375 sm '. 6YI3 A19 :.. 8672 100W 100D0 4'8" 3'4' 1217 1349 1438 1716 1999 b60 3132 3686 4249 1M9 3090 4567:. 5365 4766 5917 1 7074 8203 5 4" 4' O" HIDE7M9 1349 3438 i7W 1999 7560 3132 3686 1 4649 3090 4567 1 5365 4766 ', 5817 7074 ., 510" B6' 86D 'L75 1173 16W 1631 Xh70 2549 3009 3470 .`..:' 5^ #zM2 a360 3942 ,e+. :'4889 5817', 6`6" 5'2^ 710 1232 _2522 2177 3738 348G 3031 3707 4383 506i 2 2177 273H 3480 5381';': 8360 7`6" 6'2" 570 99I '1729 21� I 2 w 2 -05 2698 ..191 3685 .7;'1 1729 ZliB : 2632 3898 ' 5661 - 4742- - "•- a' IV 70" 488 699 116C i516 1 1626 2564 M86 2818 33C2� :.699 1245 1516 1943 2564 :'. 34M 2964 9'4" 80" 416 699 1160 I NIA 1625 2564 3486 2818 3302 1843 2564 J06" 9'2" 354 535 89C NN -247 2093 2777 2163 25M - ID54 NIA. 1583 2093 2781 2259;==2 1114" 100" 315 567 890 N'A 1366 7846 242-s 3127,.. 40M ,. 7 945 N/A: 1366 18411 2423. 3127 1;ti •,.. . �•� 10 $` 292 525 873 N/A i 1254 1684 2193 2805 3552 525 873 N A 1254 MM 2193 2805 :3552 ]Y 6° 11' 2' i77 471 755 =1',-'A 1075 1428 1838 2316 283' :. -471 755 N A. 3075 1428.., -1538 2316 2883 i3'4" 3Y 0' 255 471 755 WAi 1075 1428 1838 2316 2535 's` 71 ..755 N/A 1075 1428 '.. :1938. 2316 ;IBM :... 14'0° 178" 239 424 706 1410. UU2 1326 1657 2127 2278 „424 706 N/A;" 1002. 7329 .' 1697 212N <263f1 war 13'4" N/A N/A N/A N/A N/A '4A NIA N,A h/A 783' N A: 1231` Y431*; 1779* 2188' 2662` 15'4, 14 0" N/A NIA NJA N, A N/A N;A N,A N/A N'A `"''''NIA 710' N/A ::. 1160* MIC' 1 1660` 2032' 2459* 17`d" 16'0" N/AN,A 14,A N/A N/A W. N/A N/A NIA N/A 5a* NIA 952- 1117*.. 1379- 167r 1997* 19'4" 19 G" N/A N/A N"A N'A WA WA N/A N A IA 420* NIA 750* 960` 1177:N 2010' 198" N/A N/A NIA M,A - 1 N'A N,A N,A N A NjA . 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