Loading...
HomeMy WebLinkAboutBuilding Plans02-29 20 — GENERAL REVISIONS EXTERIOR STAIR CONFIGURATIONS AND DELETIONS Al 03-12-20 — GENERAL REVISIONS 2 ELEVATION DATUM REVISED PER BUILDING DEPT. 141V 39'-4" V �,1 - - - --- --- -- — - I I 1IS _ — _ k i12-4t 1 " 'I 26-4 , 6.1 (1 all Ul X p 1 W-40x11'4' n <t GL6 8 2 _ sr - 41 bG. bD W o I � � �► rn ri 7 41-9-- 197I a° 66 I 811 UP I I I9JTUF;E 1 BATH m' N 61 x 6'-4" 11 1 2.0W AT 6-61*4 I L\ j L6 b-� _ F3,.E>/. (-)0'-6 5/4" I 11 r I. Ii it F..LEY. (-)O'-4" FIN. FL1'�. 'Q I I 3_. ELEV. (-)0'-4" FIN. FLR - L o _ = FIN. FLR o� I 9 — m ELEV. 6-6" NAVA SLOPE: 1/4E=11-(2' l N Ply/. (-)01 " i=ll IN. FLR. P2xlato.�E �1 �-8 I In FOR ELECT. P FOR ELKEG PArB. a. SEE SIDE 8 4-0 �-0 9-0 51�r 2 O 4 8 1TL- b' O J 1 11 PAIFEr=T SEE _ " I�"I_/111 a 1 r IiEC — — — — — — — — — — -------- T ---- --- IIRG aD PUMP ou as ul. fo ELEV. FOR ELECT. ,p SLAB rD V _ ; • PSEE �-�+ IB DEPREWION Pd#hl� BOLLARD \ I BOLLARD I I A I, 6ARA6E 36'-6" x 26'1 r _41IIOu �� GLb D'-2" i I TI g. 11O. I 51�11 1 EL.EV. l-O'-6 \ I • 1 L — — FIN. FLfi. r " .BOLLARD �------------t----------- \ I I I ------------- --- r ----- -- L—� SLOPE: 1/4"=I'-0" I S LJoor- 10'-4"In 811 IL 1 8" I 11 II ❑zn 111 w 111 WALLS Y E FOOTAGESEA SFFV SP 4TMAIN FLOOR E 1668 SP STAIRS $ KALIM (E)MROW 14q SF DIMENSION CONVENTIONS 8" DIMENSIONS FROM NOM. NEXT DIMENSION. TO FACE NOM. FACE OF CMU OF INT. FRAMING O FACE OF INT. FRAMING f4OTE, AT ALL INTERIOR WOOD PRAMS TO EXTERIOR BLOCK WALL CONNECTIONS AS SHOWN mm SET LOCATION OF INT WOOD FRAME WALL AS INDICATED. ANY DIMEN00I STRINSS ON FLOOR PLAN LOCATINS THESE KALIS, NEEDS TO BE FIELD VERIFIED PER THIS NAIL. EXTH¢IOR FINISk FOAM EXT BLK CADRE W/ ' .5 EXTERIOR 111 . °. . STRIP 101$a I I 1 I I I I 1 1 — I I I I i I 1 I 1 'S1y tf/�yo INTH21 INTERI - II'p" DRYWALL 9 Q REVIEWED FOR INT WD � III{fIIlIHALL CODE COMPLIANCE —1 ST. LUCIE COUNTY --- CONNECTION DET BOCC ALE: I• : II LM Digitally signed by Michael Michael 4'-4Ea° 411 41_all 2`y* Kalajian DN: c=US, o=MK Structural GENERAL NOTES: VI26'-3° 12'-8" O'-IOo '31-bll Engineering Inc., ALL WDI S TO 14AVE FLUSH cu=A01427E00000167EBA9 SILLS. PITCH TOP of SILL FIN I ' cn=Mic0ael Kal 58'-6" • • AWAY FROM WDW FRAME. Al a cn=Michael Kalajian VERIFY ALL WDW ! DR ROU61i I imp Date: 2020.03.2410:19:24 O POPILAN HO WJ SPECS. SEE PLAN -04'00' FOR WDW HDR HT5. VERIFY DEPTH AND KIDTH or - SLAB RECESS AT ALL DOORS N TO ACCOMMODATE PROPER O (� ALIGNMENT KITH THRESHOLDS ++- AND DOOR TRACKS KITH MFR. REMIREMENT5 IN RELATION ° <re TO FINISH FLOOR MATERIALS. cy coccm"I %'S. REG GL6 51,IRFACES, BOTH a moo, Na. 50538 HORIZONTAL AND VERTIGAL, i SHALL HAVE SMOOTH FIN. aFLI6HAEL A. "JIAN e ® e�� e•� V ® II NO. #60133 ,m PIV/IIIVI. SOLID Flld.i✓ WIW° ®, �TAVEOF�® BLOCK AT ALL SHOWER SEATS. •Ba �C�I!�9�L °°®` SEE SHEET 6 FOR SPECIFIC Itsasllaa ELEV DETAILS. STRUCTURE ONLY ill.. IIkIl. FILE COPY i i Ai ll 2'-qQ 2'-OYz" 26'-4" V V 21_gll _IOY2" 2'/4' 4'-10�/a'1 f 'f T)= - fs_ ? v BALCONY/ m� m WALKWAY xQ x�Q x< i i xQ xu- X4 d) — — — — — — — — — — — — — — — — '------ - m 4 T------------ 6 ISO= COVERED = i (I)Lr DR m Q BALCONY 26 BEDROOM x15' I I 5 26-4" x 12'-0" T = I ((I I I (Y 01-6101_IV4N (I"LT 55R 611 01-6,10'44 It all 31-q" I6'-I" 3'-3" _II 12'-4" I I M. I3'_65UX ON i I I i GL610'-qv4 I I - 160 m Ib I I I I PKTto 56D m_ / 15 GL6 �3, .t 10'-W4" d) GL6 6L6 d) L -- — — — — — — — — — y{ r� N �------- 10-W4 ry U//f�1 n a _ - _ GL6 10 -ST4" J �L. -1 - I,. GL6 q'-aV4° m \ � I 26 1:: 60 s r RI GL610-W4 I � � r-------� � — \ i e° ° 'BAT a' 811 I I I I I =a \ k!„ GL6 101_I all F 21'-✓ill I I 5 -I I 6- I I I I ry����,r= T�MP SH m 4 -- u 4 I $N I I Q I LIVIN6/ I I qll 26 I "' )CASUAL DfNIN61 I GL6.1 I - 21'-0" x Ib'-O"60 I I II ° _ - 6 -K_TGis i. l - q-5'4 I I I i GL610-W4- q10 IV4 to-Wa I 1 ` " I FLAT I I L GL6 BATH11 — m H.I SOFFIT 11 sJ ,9-`a _IyN '"a I' -II' v 40" X 24" HD AT $-$ I I L6 10 P $N TEMP F6 `� N 10O" m i i i I FLAT I I I L 26 5-U4" G2'-10' 3G 11, HD AT T-aV4 m HIP SOFFIT I bo in o 20 I+ I I 31-%" 4'-OY," '-bQ� �'-1" I 5'-I I°/a" = q'-511 I I' -$°/a" = 12'-214" ac, UP 02-29-20 — GENERAL REVISIONS EXTERIOR STAIR CONFIGURATIONS AND DELETIONS 5 ,UARE FOOTAOE5 AREA 50. FT, LIVIN6 AREA 2433 SF COVERED BALCONY 511 SF ENTRY 16 5F TOTAL 2620 5F s~ I 0 E. g t P� rays, Win R4�« 8 m2f V m �s 0a s I - 0 0 0 0 0 0 N N N N N N gN 3 z a O ❑ oN N IY Q C E N CVO; E❑ o °, €,.. m€k0 z w o a' m�m«o STAIRS 3 WALKS (EXTERIOR) 1441 5F ❑ •E z r== 125 TOTAL HOME 5G2UARE POOTA(5E5 AREA W. FT. 2nd FLOOR LIVIN6 AREA 2433 SF 3rd FLOOR LIVIN6 AREA 1161 5F CONDITIOIAW SFr, 41 5F TOTAL LIVIN6- 3641 SF ENTRY 16 5F 6ARA6E 8 MAIN FLOOR 1666 SF 6ARA6E 5TORACE 511 5F SIDE LOSSIA (STIqr,7LRW 46 SF COVERED BALCONIES 630 5F TOTAL 6512 5F a Zj ynm WZOU' yKz O. VO'd II+JL oaZ❑Z'.1eo W W < Z'"1 W 3a1Ji.�.y-ZU�W O W�WgK�O❑ gf5�ad�o ���9�1�1JJfy ❑O.0 41 11 ° N ❑ €ooBBm� •z P� � STAIRS 8 WALK5 (EXTERIOR) 14q SF z m m e 5 ❑ _ ao pymoU oZ S�y°J mO F UMENS(ON CONi/ENT(ONS 8" 1 DIMENSION FROM NOM. ffNEXT DIMENSION TO FACE NOM. FACE OF CMU OF INT FRAMING O FACE OF INT. FRAMING 6 JEXT (2x8) 8.1 .I DIMENSION FROM EXTERIOR DIMENSION TO FACE T0: FACE OF INT, FRAMING OF INT. FRAMING 0°. zo-o Z< myna=o� zorc wo Eo �❑Wooer$ �W=90.Nm U Q) W C S O (J� Cr O w = BATH I — rriovlve1. 6A5 ----------- 01-6 10'_IV411 ° I l J---------- -� -- I o 0 )GL64— dJ GROWN 10 N \ _----- ~ 56' e GOOKTOP &A5 GL6 q'-cV4" T a 19 -0 I I 12$I I 1 I I 26 C� a 8" _ - - - - - - - — — — - - - - - - - - -f I$oi I i 50 OTE: AT ALL INTERIOR WOOD FRA 14'-ID4" -4" = 6'-I"— : 2'-q" I I I TO EXTERIOR BLOCK WALL cV Vmn Q L6 I I I ' CONNECTIONS AS SHOWN HERE SET 2 -8 4-4 1-0 LOCATION OF INT WOOD FRAME WALL OhlI T KNEE "'"' M.O. GMU M.O. i' L_1_J__ r I GMU AS INDICATED. ANY 12IMEN51ON STRIN65 ON FLOOR i _ ______ j- - PLAN LOGATIN6 THESE WALLS, NEEDS TO BE FIELD VERIFIED PER THI5 DETAIL. H2,. o GMU - ' - — g EXTERIOR i 4I-OP101-1 I ..._ FINISH V , � 11 PLAT SOFFIT IIIEXT GL6 0 ix HD AT T-4' II II r FOY6 R= UTILITY L _ I J $° FOAM WALL ELK 41-0 �I_ I dJ I j GL6 10'-IV4 r — Imo: Q ` �G �D FIELD VERIFY 10'-IVa I CORE W/ try EXTERIOR GhIA5E" PANTRY v <r e I i I sty ne10' 0 GL6 'ry - U s - i ip 'm 1O'-Wa ! r =, 5 bead g■� dJ SEAT - = GRONAI d, C� lil�rt�i. HD AT 1'-aV•" L _ -- �± ,:- a99r• ' a'E, , FURRING a - �i STRIP i d) ® ® ® 5 �\ v; vv I INTERIOR I s 11 4'-I = NTERIOR — Q Ib X24' 2'-6,12'_I'_$" Qp N 21 IV11 Ll_GN I Q m DRYWALL Hll bll INT WD — HD AT b.-Wa" 24°/4F6X 60" ENTRY _ VF'lAALLL� r N GL6 14'-O" HD AT 1'-aJa' cV ._.:. - - - - - - CONNECTION PET - I. SCALE: L. = N 06�' Q LAT SOFFIT 414" U d = HD AT II'-1%4' 2 II E 0 GENERAL NOTES: FLAT EmnN (� SOFFIT N ALL WDW5 TO HAVE FLU5H SILLS. 0 o v^ HD AT $-O Al PITCH TOP OF SILL FIN AWAY 0 - o i, FROM WDW FRAME. �w G VERIFY ALL MIN DR ROUGH o 0 00 0❑ CF OPN65 YV MFR SPECS. SEE PLAN o m n a FOR WDW HOR HTS. VERIFY DEPTH AND WIDTH OF O t SLAB RECE55 AT ALL DOORS TO ACCOMMODATE PROPER OL ALIGNMENT WITH THRESHOLDS • 1 II 1 11 I I I I 11 I 11 1 9 1_ 11 l P I N 1_ P 2 I- 4 II - AND DOOR TRACKS WITH MFR. REQUIREMENTS IN RELATION TO t\i rFLOOR FINISH MATERIALS. 121 P , v® REG CL6 5URFACES BOTH O 5$-6 HORIZONTAL AND VERTICAL, \3 N » SHALL HAVE SMOOTH FIN. IL Cc PROVIDE SOLID FILLED GONG a ICHA[ KAL AN e.= L. RE ❑. ra asa; TIE OF BLOCK AT ALL SHOWER 5EAT5. C� << e° �� SEE SHEET 6 FOR SPECIFIC ELEV DETAILS. n�Na V 1 STRUCTURE ONLY I FILE C(Il L I L I r a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +— w p S asyi 4 �t s�np�t fi: COVERED BALCONY GLG 10'—IYa" ... — BEDROOM 2 lap, A p p p I I PLAT 50PPIT _ �LL� t — — — — -- — — - — — — I HD AT 6-8 ii'� a`?€sxy''°' " : nm pi —. Txa—s '> ,•... ,::,, t �c�'. EFS£y, !{�G p.p.a ., :w.. ,,fi.a!3 4. uP s, p .::.. , . .. ...,.._... .. ..._.. ,. .. .. ...._.r.. -;z>:l✓%t'cS �� x� � �:, .� : � �,�s =�6k �,� ��8 �"s .s,�#!;, :£�P,,. �, sti � o t r ... !<a P, 6 BATH 2 GL6 10'44" f�Efi v, tSt � OIF7 4 nwII (, 10'-IP4'I GL6 10'-V4" u I ool00000 N MITI N N N N N d�o 0 0� o9 D J r i 2-5-Z®2e> STRUCTURE ONLY FILE COI A t , ' w S�v Lu i-- W —1 o I N l v a 2 'Y A i�02-29 20 - GENERAL REVISIQNS EXTERIOR STAIR CONFIGURATIONS AND DELETIONS II 55'-O u 14'-4 261_411 13'-a" all IL I'-O" V 'T 11_O'I 611. 8-O—8'-4"— 81_011 -lOi4" 2'-9" =a o At �IpIN � X r to x x m x ---------r���� r� — — — — — — O ......- COVERED BALCONY HIS 2' B —2" x , 3 Q 26'-4 x 12I -O'l r 826 O GL6 I'--V4" tV GL6 9'--li'•" ' (I)E6R�E5 R 121_411 i k o t I 16060 ao in Cry , O PKT 56D IS, I � i r , IN I IC 9 �LAT71 _ACCESS 7. - - - — - - - - - - - - -tlr� n j` \ a"I I 26 " r FLAT SOFFIT \ I 80' TYP. - I HD AT 8'-8 I ( 126 WIG =p \ I 50 1 GL6 , q'-V4" in 1 1 CLUB —�-- !— 24" TB L6 i ROOM I 94, 1 V 2T_O" x il_bll i I GL6 8 -6+ -3Ya" 48 BA " X 24" 1 dJ GL610'- Oi ( q'-44" 28 , GL q'- a' !m TEMP Fc, 2T -�� _ 3 0" II HD AT Ti `t <t I r ; " w I I Ip R 0o t FLAT I GENR rfil O OFF = I6" X 24" _ HD AT is a ll ll F6 = I 6 Q O HD AT Ti J 'BAR L— - - - - - - — -- SINK D i - - ttl x Illuuu III I in 4'-" III GMU - 1 ... FLAT SOFFIT I O O HO AT 8,'-811 = 459/4FG 60 T ELEV. V HD AT 2'-4✓V d _ O m _ U I 5'-411 Ti VV 1 GMU -CMU __7 I'-8" 4'-2" � 4 I r V 11 I /-1 ''20'^X 52" HD AT i'- 4a" -551_OII 4 DIMENSION CONVENTIONS I� 8" DIMENSIONS FROM NOM. NEXT DIMENSION To FACE NOM. FACE OF CMU OF.INTL FRAMING 0 FACE OF INT. FRAMING 2 s z, (2x6) 8" (2X8) DIMENSION FROM EXTERIOR EXT DIMENSION TO. FACE TO FACE OF INT. FRAMING OF INT FRAMING TOP OF SKIRT BOARD 2 X 12 TREAD X�EXACT TREAD/Ill N WILL VARY, ANS 10" 1°approx. tvo tread / riser dtl xole� I" • Ill 5QUARE FOOTAOE5 AREA 50. FT. LIVING AREA 11615E COVERED BALCONY 51,15F TOTAL 1480 S - stair section eaalel I" . BLOCK WALL I'-O" 1 \ 1 I 1 I s Ilvli IIII 11711 - LL. LL U m a QI : N � T N N N N� m rn oI 1 II WALLS Y V o 0 0 0 0 0 0 N N N N N N a ^O m u VNI' yz o nw N NU ms C� O N E N m�doa Eo U O�Z G lil z�E^ m dog€�o z�1wowy' �Fm�m� ow�.E U UpU_�a 00�� o F0= x LL�ac'�ww a Im z?$�a 0 ox D',D 1.= .�=w zo.www mm Fp2ypma �z 09 Nmm �yNjYw 3ZaU 4Z Aga. zop. �cai �a 1mw )i W CEOMOW €a1 Pldg Aqf� Q) ®��®ie@.9i7 n I° e u I Q IAN ❑13 7D R a ��S �® ®�� � �. ) � I IL"AIL. ✓�®� A E � I �. STRUCTURE ONLY -Q to �1- cJ C) TE: AT ALL INTERIOR WOOD Q FRAME TO EXTERIOR BLOCK WALL CONNECTIONS AS SHOWN HERE, SET Cy OF INT WOOD FRAME WALL AS INDICATED. ANY DIMENSION 5TRIN65 ON FLOOR PLAN LOCATING THESE WALLS, NEEDS TO BE FIELD VERIFIED PER THIS DETAIL. LLJ EXTERIOR FINISH FOAM n EXT BLK WALL CORE W/ EXTERIOR ` -_ poly- � styrene bead aggr � N ��� REVEAL TYP. IX FIR GAP BOARD, (PAINT FINISH) IX4 TRIM BOARD, (PAINT FIN15W STUD HALL 1/2" DRYWALL STAINED RAILING 1/2" DRYWALL m IXI2 FIR SKIRT BD 2 stringer: 2 stringer: 2X4 LEDOER see plan stair section ecalel I" • I'-0" FURRIN STRIP INTERIOR a DRYWALL � FRAME I i I I WALL CONNECTION PET w U N � M GENERAL NOTES: EN�I�n r;�o E m n N y o $ N ALL WDW5 TO HAVE FLUSH SILLS. PITCH TOP OF SILL FIN AWAY FROM WDW FRAME. �w oNsy VERIFY ALL WDW 4 DR ROUGH o o ? t OPN65 W/ MFR'SPECS. SEE PLAN FOR WDW HDR HT5. ,c VERIFY DEPTH AND WIDTH OF SLAB RECESS AT ALL DOORS _ TO ACCOMMODATE PROPER (1 ALIGNMENT WITH THRESHOLDS AND DOOR TRACKS WITH MFR. REQUIREMENTS IN RELATION TO FIN15H FLOOR MATERIALS. �j fill 01-6 SURFACES, BOTH o HORIZONTAL AND VERTICAL, ® SHALL HAVE SMOOTH FIN. PROVIDE 50LID FILLED GONG. a 5H WER BLOCK AI ALL O SEATS. SEE SHEET b FOR 51"ECIFIC ELEV DETAILS. ......... ........: I g � o 1 ry T I I I : I COVERED - _. ...:...... BALCONY GLG ai-1Y4 BEDROOM 3 I .. 'VAN- i TTIG i ..... .. ------ ------ 22-I/2"XbPtLe GL6 9'--V AC IE95 9=iYa FLAT SOFFIT-- — ! 1 � UPr< HD AT 8 8 1 it notes r'. L. .i.. ...t;..,.. s�L� WIG .-.:...: .3 a i ,+ ad.a k ., ...:+.m..._ . I...�pC�s , i.. n.......... .. .G. .:. 4. .. E. .. 66 p { I ITS . < 51. I a .... <� e .. . E! .. •,! 't. ,:i.2rxU .h.. e .. .,- S. Y h�: E I L,. .n .a.. ..u. _.... .. ...._�fi. i{ my .^&z_p��-�';,..: �: . :• v., .-;°'°.9._ru I ...a :a a 2 6.,u:2a 1 r — `c .ie�V'MR. 4 [t} � ,n 4 .. '•�, . ...N , ...-tt : i.i f&a .. A. ^ 6=... s z#: t ^ry .... M '�••#:. :. ., p ... Ev p . p { , .. �4 v�k. ,».. 1 a» . « 4 .... ,.e..-... IS ( .-... ^x.< an m t "y. a 1 '' f' ' k a I >• � 6t3 �s g s '" �.-€ 4 : P"`it+�. y5 ;• . s. ,� m.:i<a�: ._.t:6a p.# . F ._._ l ..,.. ..,. .. ...sa os_ ..-... l I 3._;.i. 1 a _ nl -.. I ir9 _"�i' t s: '. .Lsrt :st ht �3z g<yr x pa'Y.1 �e`6�p s t. 14.:_ _•, i+.. �� ..,.,::. ',•: i .. +: t� •t4:a '.: Vera` ,u_ec' 1: � t. ##�4 . a,1 (t?14 t x:.. .: �' .[�td r` .,n;„ ?`: �, ,.: �`;�': `�E,3„!; : (,.. „+,.'s'ta,ud�. o i I aiF .C.. s�:. F . 4 €i.9 h� �s :7a. 6 a� .m- r �.. ;t ,�:r' i6�• : =':. r�.. �, rv: � =_ t �< I �' a? Vc. as'�,naa.+ ., p r5c^i ,„, P•,w t. 6 � �Fc'a'� z. I'4k,:�.F mE #, 6hf a : ve. ,c� .. 'fT+t .. � r6 � E#_ a�"-��t �.,,• t,.4,o t„�a+::, r.4a_9 a .,c?f+,;. .:y,6 } � �a y.:. ru { �# i.��6,''� !�:y }P' E : a R. r�r;a�.1. "�" —' '� I , ,f . ,��=4 . , .. gn(at . •n k,s. 4,t 'fpt P�pya-rra P: -,F m`{ i}Y't. x' °' 7 . X?<k;a' ' , x t..:� ,r. :: 3# � ,E .. vn ~... ......: : t.xa'mu.� + GL6 HD AT 8'— I V� e6 FLAT SOFFIT f' "tul ,i<! I 9'-iYa I I , ----------------------------------- CL w, - r i I I i 1 i I . -- t I ( I I I I r.— N _ 0 U i L RE N APB a I I _z N L 8TRIJ GTU RE Q:NLY ommo LH TE F— �I 1 f I V �. am O m Q m.Q< p ~Z—N 6 (K z8-" E Q8� VVl__l LH l\�l\ V tu LL lu U a ILE'COPY , " ap Each Wartica2support OVERHEAD VIEW Stan[ shall Ingive<: 2g�^ ,' _ = iHand }„ r' s, rt RotHsro GAGE. LIGHT FIXTURE AND:. .w.,. uu (2 2 x 12 '.. RaN aaawall ' .. , r{ > LIGHT SWITCH(SYG.C.) 2 2°;k $" i 2` ;:�{..• : ,i . , r:{; ' .i 1 :. ',-:_ ; , :..'2 t 5 :: HINGE MACHINERY ACCESS DOOR N ).Pi " - :i ::.. .� :.. �, 18W x24 W'MIN. �, N i1) p.:. tiz plywood �,. ..., ""'"2=-;:, ::,. 4 x 4 £I.ECii2iCAt BOX FOR "*• tr between 2 x 1:2's _:.« . ,_ ::. ; , 240 VAC, OEOICaTED 30 AMP 24 W x 24 W MAx ..... ..�... { (GG.IOWNER PROVIDEOj -. (B.YG.C.}. � M� jig CENTERLINE OF 4 x 4 ELECTRICAL BOX FOR L a REAR WALL #+ f # # � { „` t RAli_ SLIP SORTS OVERHEAD CLEARANCE 120 VAC. DEDICATED 30 AMP 3.112" :}: "r''"` MUST SEMN:2 REQUIREMENTS GG.1OWNERPROVIDED t I 6„ PFt FLOOR kz .. 4L : „ �s ," { OFF FRONT WALL : 4j�+ 12`, Ir MAXIMUM; "I'�.n ,yaq HORIZON !TrRACTIO } GPI. tO VAC, REGe:•RTACLE ..rygy q��py o MUN,. FOR stid n�xwr F 4dYY. MF�.T„MPW lIG M1AA X N.'. BYO..G . _..._ +'..... 2. X -... ALTERNATE LATCHABLE ACCESS ODOR -:,_ ...r. t r SUP(? Swi T t1<. dfNi"; FC1Rtd fl CAB 1fEiGft SECTt13PIA c TION ` HINGEOATTOP INTE DIAT6 Mvxl TRIA# #14,. 15H x2twr Mini: 118; LUXURY )tY uL ". _.. -Burr Matt, t#��a�svafl rail or & {....... ... TH ',:NESS .......rl x2. W MAX,. I ca 8B YFOTtB 8 CAB Gltt r€aarwalta t s rca t�fxt Supports _ f...,..Pp Dip ._ :..." Q'u^rhhrlEAOCLEAFtANOE:. (BY 174161cos ntx1n a p CAB HEIGHT m ., f o ."` to k� measured tam lino ,.G 1©i MIN. FOR 57ti. CAB HEIGHT f - 1 LAMCI�O "..,.. v m , � shaft lr. VIEW t14 MIN. FOR a a CAB 1 tat cv `3-1I2:. : St::: q �� .. I .. 8...... PLYWOOD, DING C)t�K3 G' LINE ELEVATOR 51$4FT 14ORDRYfFi :� 3I IPnE FEEWPED) OR : (IF LESS THAN 102 t5:. PtYWOOO PREFERRED OR DRYWALL at cv tiR Lt {BY. CiEhlf TCiP iri. :AVAILABLEDONSULT R.E I:)-: ( ) 4: Q Q 7. T I OHEC1c LOCAL COOL o i i # GCsWTtvgCTOR} LANDING REQUIREMENTS FOR THICKNESS ry v_ i5 v i5 i5 r iOPiF' l V 2x12aAN0 O O O O o O O HCI ST A,Y ! 2 rot it's BY 13ENERAL .t JMFRONT WALL $ttf1FT. 'rep rtooa t ) (ALWAYS uSE2"x4" C f d�o t I 1 FROCONSTRUCTION ON NT, WALL OF SHAFT LANDING DOORS (4)W16"x1" _ ri rl,* iUAVCtID3x5C €3E 2a^aR a^w o U SLCIF iI rs i RULE ON PAGE 4Ea Si BYs'.a'r148`-a-H o �g F is a ti R I TRIMLANDING DOO KSIDE DOOR NOSOLIDlaEpo Bi iI GENERAL TO EXCEED lit" #BYGG:k ae z II CON CTOR r ' ;� PAIL BRACKET 12' k"ti0.11fltJAt h o 6F$ggU � TtCRL Tf3TAi SUPPORTS R1 its, LBS. A A SUPPORTS WITHOUT TRAVEL � U4 INTERMEDIATE 4 t:LEVATORPIT'::. - RME _ R2 246 LBS. 2 MINIMUM4 THICK. SLIfiPORT -. -. § 2xitxHE �, FROM CLEAR WALL -SS T; aurraa: REINFORCED CONCRETE5LA8: !sy! F AYS LIS E2x 4' FLOOR Ft3 5100 L83. OF H4)IST1wAY kNS IDE TO FINGH R FRONT WALL OFSH 154iOEPT umao � y .. T WALL t 5 tn• rasN,— s >_ r n i Tt] 1D 3 x 5 C(}DE HOIST 2 x HEt CIF VIOLATION. 3 k"8 Y RAIL BFtiAKET! FAIL 1=pC�pdCES " t.,,,{... � .3:TYPICAL , s PtT OE ., �. t - L bN pA�ir a l � y ' ,.JI tY%NItYIUM NOTTOSCALE (`) NOT TO EXCEED 4.. . ,,. TYPICAL 2 STOP HDt$TWAY LAYOU T , s.,�:..r- i ' F'cv s r.". �s k S'... N � W ^, <c u r , tt`;: s NOTE _ _ , _. �.w CONCRETE S ,. N F' .. k { r "; } , .,.. ..r ., -,. ,,. ,.. ,,<. ... ,.,. ,..r ...,. - ,. -<.a h -._ ESItiENTa4L ELEVATORS REI CONTROL 5 o.. VARIES CA Vlii<IG t... :n ..r }.. { ,.... R R.. (... ) Cti QL SYSTEM ,., .. , . , .. . ,. .. REGtU(ITEt1 TCI VMtTHST � .s, ..t ... �,... r� ..-.. ~< ...,...,.. P .. CnIITAtN57HE'24a VAC AND -_.�._.. .... { €....... ..4 :... ._-_>_. ,..:.. .. , _ 20 VAC DISCONNECTS, i::R41L [S CONCRETE ANCHORED WB7H.:112. REtlH _ .. E EAt3 OR m ,_ _. „.... ✓ _..-. _.a ..r ..- ..:... rr , air .r , {, . � s .--.r...l.. .......- „ _ THE rtlLtx3tntr4G IMPACT LOADS y Icy ..r.. . r , t, ..:F:: :. , a .t:,r:s . . < r :s:,. ,. r . ...:::' �, Al _.. r..:.. HQ'WEVER GO OWNER RkU51 PROVIDE DED _. �t .. �;... .., ,...:,, r. . >.:.. .. �. :, ..._. p..OTT P !!yy. kCAT6D: CONCRETE 1i2x4 ANCfiQRS _ TRAVEL, ETC. .. , , . #'# AAl'rRAC'XAr Wtttr. g9001.BS. � .'_�; -. � :. � , �:, , .} LANDING-. CIRCUIT AND WIRE TO 4'x 4':6Ox (1 FOR 240 VAC &: 2:,ttAJL $RA.CKET$ ARE LAGGED WITH 112" x4' F�xHEAO — ELEVATOR L YLN,FT liYLiTiA - ' r „ r ..i i ; �- ' . ..y 1 FOR 12nVAC) IN MACHINE SPACE PER C3RAWING.. LAG SCREWS. PIT vas. aSEE flat ELECTRICAL REQUIREMENTS BROCHURE 3 FOR EACH V ROLSTWAY IS REDUCED IN WIOTH OR OEM FOR: FURTHER DETAILS- .CAR $i2E IS REDUCED B'Y;'€" IN WIDTH OR DEPTH. rr+ a3A v ca suwrn sea n v Q r . wt r r � w : rocv as ct r , EVATION CONTRACTOR RESPONSIBILITY ELEVATE NOTE:o � vu}axrte asaxmxr.s Yvrtiiourwnm'e+wsstvrxsxe aesae}swtcu A.svnzcaa aic.io 1i-Y4arrttiattA. P1'C. ,.thy,({{jJJjj, ..w.g YFYYNWWIIGY GWHJVGOMKYI HGIXPYYONYlm1Y(MLENI!lYA4.NCYAftlN0,1M.A4Y.. 9Y _ SO f$�NS4tREAlIE 4iEsil NiIMWAELPCiR LUXURY LIFT LLT TRACTIdON Right Hand' Rari d ALLWORK FtA3t7UE T } BE l Cxij1C}E RAIL FASTENINGS, VERTICAL SPANS {?F 2 win W Supports 57xtwtt i __- --- . - g tt �v Wa , pin x 12's SHALL NOT TO EXCEED 12 • t7 INTERVALS BORN L C TRACTOR �aa It o etc. aaa#w nawawwo (LfHarxlCkppastal WiTHi3UTtNTERMEi)t1:TE2at}itf" T 'Tf t .! P E Et �I Eh� 11 � LUXURY LIFT LLT rr,F %�..'3.......,. .�<....,.. ,".,.�., ;... �', FTF NTI L �p, ���h�� L1� TCY f'iT ILA AOTYON HCIIT ELIVATtRHAFTfR1CFi REQUIRMIEhiT� 11Clhl A_! �iTAar I t HFz [31 ALA Evatr you€ standard afkvm ELEVATION YYP, < _ Tc iiON ELEVATOR h�ae Lkxprrogp rstxnrldrfd/ts 1d HL�O{�Rpn+��y ItATak tdya raistrl ret f iy.,,##O��+1R0/� n9 d 4r.01^ t � QyyQ77 o Q w -. TRAG HtOR rr .. r T\.J CIfJv C±etdrxts rap. #-7t dRV March ll. _ Ll L1=w at.rtsi ,tour si".{da.d;rStiring SUPPORT RAIL FORCES .... ,............. _ Work Dune by Others ^- Florida - � . - r^ ;' ' � � .... (c) The distance between the hoistwav face of the landing door and the lmistwav e of the Gar KF.;�II )EN I Luxury Litt Traction y' 'lry r� y P1door or gate shall confcrttn to one of the fotlowin' - z L. � �I� ,�' TCA Machine Room Less Traction Elevaiar url" % i „ dl n s t, , , , a r.: L If apower operated horizontally sliding hoistwav and car doors are used, the measurement RESIDENTIAL �-U i'xwarx,dxt (frx between die leading ed�e of the doors or sight award, if provided, may not exceed 4 inches. if it or installation of elava r E wires the foflbwhi work by Others to be completed. is tlossible for a user to detach or disconnect either door from the operator and such detachment: T _ Prior tb;O HOISTWAY: n tor, req 8 Code Resources or disconnection allows the user to operate the door manually, they requirement in subparaMph' L.E N K U--I ELEVATOR HOIST WAY: Provide an enclosed finished LEGAL hpistway with INSIDE CLEAN, DRY. �".I.G.AR, SQUARE AND PLUMB (including pit) dimensions recommended to be a minimum of 52 inches... wide by 57 inches deep (52" )( 5Y") including blocking, which. 5rh Edition (2014) Florida auikins; Crude appliCS; � v Will provide an anterior cab dimension of approximately 12 square feet (As detailed in Plan View-HP5 )_ Additional Hoistway Plans. are _ Elevating your: standard of living P PPr:. + q Filiciixo #.law July s-+a available at www.resfdantiatalalrators.eam or by contacli,x7 your local Sees Rap. RE will .build 10 y^xir specifications if smaller than Y I, 2GIi:. 2:If Swinainit hoisiway doors and: folding car doors are used and bath doors to the .. 'the above, but only to the smallest dimension inside the clean, clear, square and plumb (including pit) tiaahed hoistway (plywood walls . tit closed position, the space between the haishvay doorandthe folding door [[twit redact a 4- inch- _ preferred).. Barricades andfor anylalt other legal methods required by any jurisdiction to prevent acc6 =.'. into shaft shall be required 201Y6 Supplement (Code Fixes) to the:S Edition: (2014) Florida Building, Code as per , - outside. each floor landingfor the. protection of workmen and. all other subcontractors andfor occupa-.V until the elevator is Installed diameter Sphere at all BntS... P HB S35 and Sl3 TGg3 completely and fumed over to home owner. These devices shall he tlta sale responsibility of GC, raC TO PROVIDE tJ14" SOLID �. Minimum Requirements for Luxury Lift Traction Elevators -Florida CORE HOISTWAY BOORS WITH HINGES LOCATED ON RAILSIDE; Property installed to comply with FBC 30131R321.4. 314" X 4" RILE (Clearance between hdstway4anding:doors and gates AND landing silts): DOOR SIDE WALL TO BE OF 2" X 4" 3 d theswingingra h must re doors and car cares are used, the i{li7 oints between the hoisttvaY door < .. CONSTRUCTION. Regardless of construction type EACH DOOR MUST BE RECESSED TO MEET .THRESHOLD REQUIREMENTS Sth Edition (2014) Florida Building Code, Building. and the, Car pate must reject a 4-inch-diameter sphere at all points. July 1, 201E � '"� g AS CONTAINED IN FBC 30131R321 A. The'. distance between the backside of hoistwayflandmg door, in the dosed position, and the Chapter 30 Elevators and Cpnvevine Systems Section 3013 ' The distance between ' backside of hoistwa I landing 4, If the ar' oars are wered and arranged so that they cannot be closed until after the elevatar'ga%(sl.. m the closed piton, Shall a 4::sphere at sdpcarits, till% y. ,g -_ .� l'}° Section Clearance once reamrements llohseen slay ator doors for elevators abate inside a rlvate dope, in the closed. position, and: Landing slid stidd not exceed 314 inches: GC/Homeowner/Other must make a cutout m door to allow for P haiCtl�°ay d4Dr is Closed. and the r"a�autOmatiaally (Spent wide[[ the Cents at a landing and " re A x 8 H with bottom of cut fiT from bottom of door and SIdeRCe:: $� muelectromagneticlocadoor lock installation. Cut must , LE TO of door CANNOT w up [tie hoistwav door 1s opened, bite measurement between ilia 1lorsiway face of hoistwav door 1. 52 x 57 clBarinside 1tDfstWay dimensions wilco using; an accordion must de located ( e oppose edge nt haws ELEVATOR OANNOT BE OPERATIONAL UNLESS LANDING DOORS ARE IN style solid ate. COMPLIANCE (See Pays 3 of this Contract for further Information). and the hoistwav face iif the car door at its leading edge may not exceed 4 inches. If it is � � Sill Edition (2014) Florida Building Code, Residential - possible for a user to detach or disconnect either door from the operator and such detachment or 'THRESH LD: Contractor shall Provide a threshold from each floor to within 712 minimum to 1f4 Inches maximum of the elevator � �. «. �.. .. .. 0 Pro - 7, 1{) minimum itb . E TI N 2i ELEVATORS AND PLATFORM operate the door manually. the reautrement m sit araeranli S. p, unit to withstand a 5,1I)0 lb. lr3ad: platform.:AF"TER the has installed. Doors shalt NOT be cantered. but installed per RE specs to allow proper rail side S C... t% R3 � ARM t-t�"I'S disconnection allows the User to bP r. _ _ fi is uired. Hastwa side of land[ dear frames shall NOT R3�" I:1: Elevators. Where. provided, passenger C12Vator9 limited-u5e/ltlnited-a lLcatlon elevators 6r retlum measuramerd.Tiail Sidi return maasui�etttent of at least 12 me es req. Y rig P d+ P �. _ ii)... aP lU tee-.. „,: o .have casing or door Win that exceeds W thir ss, Private residence elevators shall comply with AS ME A 1 T I/CSA B44, 3, 102 clear hoist+way Dverhead for;Std. cab. 114" clear holstway overhead r . provides 56 tb. �.-rap allowance and 314 in to .. e earl. ffa 8-tl t�: HG. Finished flooring in elevator cab shoo be Bono b others. RE pro Flooring vvr a R321.2 Platform lifts, Sir'tterc provided, platform 1tRs shall Comply with ASME A 18,1 �; S:Ifswintlna or horizontally sliding hots#way Boars and manual horizontally sliding car doors FLOORING: 9 }" P ? p y accommodate finished flood n .:Thicker and heavier flooring must he coordinated prior to prodi uction as it wall result n modifications to:: bl g R321.3 Aecrssihtiih. Reserved - are used and both doors are in the fully closed position, the space between the swingingi, cablelewatorand added cost. p .., .d. . 4. 12 minimum et r R321:4 Clearance requirements irctween elevator doors for elevators inside a'nriyatc residence. • anti the manual horizontally sliding car doors must reject re urn on tall stria wall. Ifthts,cannat be obtained, Contact A MINIMUM Prr OF Ia,. INCHES Is REQUIRED built to withstand 5,1001b Impact load. Minimum 102" overhead clearance is horizontally sliding ltaistwa[ Boar [ aa raquhad for d'-8" cabs (144" for 8`4' oabs.) 4-inch-diameter sphere at all Points. office for apprDVat, REQUIREMENTS. Four 2 sets of.2 ea — 2": X 12" llaw pine studs running veitirafl the entire ... ' S. If masonry construction, rail wall needs to bs... tired solid:, ,^ Wtgth of the E HOME BLOCKING center REQ I } , w Pi 9 in ,lm V O length of the hdsMra 12* on rxfhter on each side of rail wall centedtne (rsnterlin3 of tad wall. musk be minimum of 28 off inside hvrt4 30I3,2/R321.4,2 The underside of platform Of an elevator car shall be eouanned with a device that, if wall),2 x 12 to be:#ace Waded died and:ad edged with 2. x 4 far structural integrity. The Yellow p3ras boards shall all be fastened ltttie platform. of the elevator car is on its underside In its do[rmwatd travel, " s —, 6. Rail side blocking for wood frame h6istwa must be two 2 x 12's d elevator rail system. :Ta Insure. ad wade support in noa v:+atffor. guide ,�>.. watt supports with ng b 2 not x belts v rt eadequate PPS g e motor and brake, if vided. and stony the elevator car s s PpP Y 9 support the electric to the driving tn'a i / R321:4:1 For elevators installed to a private residence- .. , sandwiched et tat feet Without intermediate horizontal support olio shot[ meet an nllisnt building 3I1i3. ors t ed p. together, running vertically the entire lea of ilia hotstwa ' fastening the bbokirtg should not exceed 12:verfl ee t owl. -..... PP � 9- - :: rake of t11a vice ma n t beless than the t in : distance '„ .: :.:, downward motion within 2 inches. Tlie st de y o s opp t d e 12 center codas; sea blordrul detail on Fags 3). on ter of either side of the rail wall G$riteTline. Please s tad: f 9 fa) The distance between the hot;stway face of hoas#waY doors and the, hotstw�a ed a nt the Y i' p are r lred to operate the device may not exceed 15 unds. . of the platform of [ire elevator The � � _ , - � wall structural ' ;.Ora CLE E D' win ItJ. t E LEGAL .GLEAN DRY AR'. SQUARE , '1w All dimensions sheik remain the soma for INSIDE , . SQ ANdrawing.) CONCRETE pay. Fla se AY. f4 inch for landing sill ins not exceed. 3 swinging Boars and Z 114 inches fDr sltdtna dcxi g � g-- ?� Downward rococo shall be 'rntttted to resume only after the elevator, has been manually set PLUMB.#tolstwaY.:.Ratl seawall blocks sfdatl fins filled salad went concrete the entire height. of hoisiway.:A(I patching, fire caulking, f� Y.. y.i'P painting roux required after Installation is the responsibility of the GC. p rRg and grouting req .. - _ ' 1. Legal machinery space with access door. (Please see access door tb) - - 1. Horizontal Mich car doors and gates shall be designed and installed to withstand a force of � � 3t}i3,4 This section[ a lies to all new elevators in a rtvate residence. EQUIPMENT ACCESS DOOR: The. Luxury Lift Traction dews not require a conventional Machine Room, however, CCHSE: COMPLIANT .. . .: drawing.) Q `Y d 75 bounds a lied horizontally on an area 4 inches by 4 inches at right angles to and at any ACCESS to asp equipment space in 0o etevatar hdstway overhead must Be provided try ftas Genets! CorkractorlOwper. Access to:. - P-P - equipment must be through an access door (18" H x 24" W:min and 24' H x 24" W max.) located on the top floor or from the attic (see :location an. the car door without permanent deformation. The deflection may not exceed 3/4 3 r t drawing:. on page 3). It access door is located in attic, accessibility her service and installation must be provided indudtng catwalk, inch and may not displace the door from its abides or: tracks. The farce must be a plied while.. decking adjacent to access door scuttle hate a:nd attic ladder and rxrrdratleddnsconned location.. .. ELECTRICAL. One 240 von 30 Amp ,service 10 � wire with the door is in the fnlly:closed position.. {gouctid In 4 x 4 alectr�[ cox and one 12iF Volt, 20 Amp service In 4 x4 aldddeal box, telephone: line, GFI Ropeptacia, Ono elecapany dedicated tight fixture with Lath guard and swrid+, shalt as he located in elevator hoishvay ovemned or In atop depending on location at access door (sac dreaing on page at, POWER ON THE 240 von LINE MUST BE A 1a-SWIRE WITH A _ GROUND AND INSURE THERE IS A; DEDICATED NEUTRAL TO THE UNIT.. Exppanall The 240 Vat AC Heed should have a Mack red, whoa and.. 7.. Foldin = car doors shall be designedg and install t : Withstand a f rC of 75 pounds applied : p� 6 � round wire corm to the "china space AN op�lncal aontraclo s wit have R4I knowledge of this requirement Simply Insure they are aware of tile..... g ainstalled a s a e pa d.. pfr } u� g g horizontally a 4 inch -diameters Here at any location within the folds on the car door V ► f In xaquFrwi',elt (#lack and ad are powered with 12d Van each 24a"Vicki White is rtauVaL Ground w gmwtd..aianderd. (yes RE awcak:at ... _.. P . p m Q p requIrwas a. sheet) Note! If power swing door option is purchased, it separate 120 V bullet wlx be required al each Opening roenving INS taalura. without permanent deformation. The deflection may not 38 exceed 3/4 inch and mimr no K ry i ," Others":: ,.,_ . ui O rZ Gartaml Detitraetor aitrti Owner shall Defend, etdomniiy against end hold riEfrarmleas for as etaoiia sasylmct to Ntie Work none by 'displace the Boar from guides Dr hacks: The force must be applied While dear is the << , ., � Can"flation (ass appay. Sae REI Represonta0is for details fully closed position. 21T Residential iJr., Crawf4rtfvllle, FL 323 7 o L' l- E � MOTE: INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE, Tull Free (800} ���.>2Q0�4 i`�X ($ atl� �, �t�-�3� � � F ii'1 tY www.RelsidentialElevators.com w o ° N g �. Authorized. Signature. Pont Name Data... 1 \ it t o Development/Glitch 2 Y _01Ct . tfi i t - " "` g Ir .lhvuntrttrindahu di i a ftic/du-ct+del2 I7 :Dade.fi dr"i Supplement to 3 5tI1 :EeOI art 20 4 F$C..itmt htt .Ihivwi[r.fl ndaliuddin or.: dr : 0t9 t. : tkvelo nedtlCalrtC6 t.: '2titG Supplement to the St1t :Edition 2fii4 �#IC.Ituu N uP -, € m - -_ _ tP - - _ p - 1 t rrbcl eclulex2, _odd p _l n, 1L O N N:v ARM( i NO - `ill\tCilflf/fA' lac- r �{? NILI p �O p 1 ^ « r law ,n^ IIA 5QJ OF MONO #/fltliti Z-S`— 7cs2 5 s STRUCTURE ONLY Fill G �+� G.P. 6103hm ADD LET QESxiNKIMN CONSULT FACTORY G.P. P.P. 02A M I CHANGE MIN. SHAFT IF LARGER G.P. M.C. OSr27f0T CHANCE MIN. SHAFT TO 4r .,._ Cn FINISIH G.P. 101Y81aG RED4DCE'W'x]THI 9!2" ^� ""i oil, 55112 SHAFT O I (49 1t2" MIN. { NOTES: 9'IQ 11TM 41 112" MAXJMLOA (DIP PLATFORM SIZE IS FtMXXM. THEN THE BLCCH7NG IS TO BE or POSITIONED St1CM THAT IT IS GENT>=RFC ON THE PLATFORM. 51f2" c9 (PLATFORMDEPTH 12)+2" -CENTERLINE OFRAIL BLOCKING U v p Q T 000000c N N N N N N (` o �dgIa s N; H o � W In x" cLu„ nn.s,L..n uuhI ): QUILLl GC rOWNER PROVIDED). ANY REPRt]DUCTION IN PART OR .-'�AS AtNHOLE WITHOUT WRITTEN 1 (BYOTHERS PERMISSION FROM RESIDENTIAL. FLA -. FL.A a LIG14TSW.MH ELEVATORS INC.IS STRICTLY Authorized Signature Date. (BY OTHER$) PROHIBITED. REI 120 VAC-GFCIPeI rtteNg IrkNr stelttdRrtf of lt1Jlrtf} 12B 240 fl O� RECEPTACLE August 2tptfi R 32_31x R t t-FLA A ►gust 2t11G VAC VAC COPITROLLER ACCESS a 9 (BY OTHERS) _._ •,.+. :ODOR � � �.�,;� _- PLACE ALL EQUIPMENT .a:. ABOVE THIS LINE.► 1/4"THICK: (SEE NOTE) WOOD TRIM • a• (MAX:) Electrical Requirements for Elevator Machinery Space (by G.C. / Owner I Other) - Florida Land Based 'x~< House Phone Line [ lght Power , T2O VAC:: Main Power- 240 VAC Light �cvK- Dut#at :. pigtail (10 ft. min,) 20 Amp Circuit 30 Amp Circuit >' kL with Wait J r— (See Note 2) - (See Note 1) Switch Elevator Controller Pigtail `,; _� I€M'ith rnfegratAC drsconnectsj � p O S Elevifor Cab a 6" 6' W U p tti P R t) t1 k AI C d IN Z R R E E ,; I Traveling Cable 4".x 4" Junction to. Elevator Cab { Boxes Mounted to Machine Room Wall By General Contractorf fawner Each home elevator requirl3s (,5J items from your Electrician and Telecommunications-Contractor(s). They are as follows: i. Main Power- 105 with ground (hiln. fry Pigtalll connected to 4. One (1) Light Fixture (with protective cover Over house 3OAmp dedicated circuit bulb) with wall Switch. 2., Cab Light Power -12t2 vAth Ground (min. IT) Pigtail connected to 5. One (1) Live Land Based Phone Line with pigtail house 20 Amp dedicated circuit (10'-0" Min.) per code. 3.One (1) GFI Outlet; PLEASE BE AD VISED THAT:POW ER ON THE 24D VAC LINE MUST BE A 10.3 WIRE WITH A GROUND ARID INSURE THERE IS A DEDICATED NEUTRAL TO THE UNIT.. Explanation- The 240 VAC feed should have a black, red, white and ground wire coming to the machine room. Alt electrical contractors will have full knowledge of thus requirement. Simply insure they are aware of the requirement. Black and red are powered with 120 VAC, each landing 24€7 VAC. White is neutral. Ground to ground standard Also, :standard telephone line should he pulled to machine room with approximately ten feet extra length inside machine room, itfurthar explanation or clanffcation is needed, please contact your local sales representative. Residential iElevators, LLC Toll Free 1-800-532-2004 AGgeB9414B i ' on the. ,For this project the Rail Support Wall s located Right Hand Wall Left Nand Wall Rear Wall (Always orient the rail wall from the lowest level served by elevator) If you have any questions or comments', you can call me, at Thank you. e wall that will require th document # ' h a# u e sta le this ocu o t I have d s d structural support. Home Elevator 3/4" Rule - Florida Residential Elevatorsmanufactures and installs a fully code compliant elevator per the ASME ANSI A17.1 National safety Code for Elevators - Section 5.3 Private Residence Elevators as modified by various states. ASME 5.3.1..7.2 of the above referenced code Clearance Between Hoistway Doors or Gates and Landing Sills and Car Doors or Gates and 2016 Supplement "Code Fixes" to Florida Building Code Section R321.4 Clearance Requirements between elevator doors for elevators inside a private residence state: The clearance between the holstway doors or gates and the holstway edge of the landing sill shad not exceed 314 inches The distance betweenthehoistwayface of the landing door orgate and the car dooror gate shall notexceed e4 inches. I Note: Concrete block l masonry shafts and some commercial metal door frames can often create Rule violations. DlJSB Side >a Ir .. sstuD CORE Lending l] x LANDING DOOR t'•<y. >r 1-3A- Thick I -SW TH ICX SY G.0 ^.d. .,, l` -" N - FLUSH MOUNT DOOR 314" Mari , IM KNOB REQUIRED ROISTWAY ACE OF LANDING DOOR Finished.... - H.OISTWAYWALL edge of lir-I-IM0 Gate 1l4°`Trine A, Snoring should Must reject a 4" Bunning M8t'at1ro&una ELEVATOR 3d4' hovel hack diameter sphere nd exceed Clearance < or no trim tit CAB GA7E MIn.)Max of door or at all points all ipreformdi N Most relact a:.4"' extend beyond C dtamater ephare at edge of shaftTop Wow 411 points FINISHED We" MAX€MUTA EDGE OF FLOORING � 4F4'him (or notrim ataA.). Do not install convan Lionel "WV9 skle dater casing. Elavafmr Pfatfamr of EtBvstDr bra 1•314" thick solid core door in lieu of a standard 1-112" door is required RUNNING aLEARANI:e 4t2" TG 1-0il' (ASME 5 3.1A, 21.. Mole; An out of plumb shaft wiN groatly aifed running: clearances side Wow and exacerbate this Coda Compliance /ssuesHoistway doors MILS he plumb to each other from floor to Aloor This is a code requirement in Florida. Residential Elevators takes pride in ensuring safety; in the use of their equipment and as a policy wants to make sure all Builders, A chitects, Developers, Owners f Users are aware of and adhereto this Coder€ quirerrient. This is a'safety issue. OFF OF INSIDE FRONT WALL. (MIN. 2W DIMENSION) CAR TO WALL (CTW) DIMENSION IS 3.1/r MIN. 40" E CLEAR INSIDE WIDTH~'! H0181YIAY DOORS AND FRAMES TO BE PISTAILED iM A 7 x 40 z x 12'a �• -o WALL CONSTRUCTION OR RECESSED INTO A DEEPER WALL.. CONSTRUCTION TO EQUATE TO A 2' x 4• WALL. t v ►. _ t� THIS IS REQUIRED TO COMPLY WITH a' x5r RULE, �� r H(NS3WAY DOORS TO BE SOLID CORE (BY OTNERS.) G) CLEAR CAB DIMENSIONS BASED ON A 3W FLAT WALL 2x tZ'a .�. �•I-e CAB DESIGN, PICTURE FRAME AND FRAME f PANEL CABS - - re - REDUCE CLEAR INSIDE WIDTH BY 1-1.rX AND CLEAR INSIDE i vATB011 33" os DEPTH BY 3w, Q IF — - - fit it T TM 1� HALL STATION 15 IQ" 36' 4„ 0r IN.) STMDARD HCISTWAY PLA zB tL DRAM IDECRAWFcAIWLLE, F S,.RdntialElevelo9C4r =e� SCA.E- A F��T�.; . NOTE: ILL DIMENSIONS ARE APPROXIMATE �' t � f $ "-8N-832-2004 LUXURYLIFT Oa pA! LFI RAIL IN -LINE OPENING RAIL, r P.1EtNFORMATION OfkiTAINERHEREIR IS.30[.ELY rYaVNEDBY ftESIDENTUiL ELEYATdR5INO .4NY REPRPC4ICTION el: PART OR AS A WHOLE WrTHOUTVdRMIm FeMIISMN RICAI RESIDENTIAB ELEVATOR%INC IS STRICTLY PROtIMM!D.. �y }I�/t p� LLT TRAt�TIC31I !-tY"YCY Lt PA..A 15 ACCORDION GATE,15 . FT. 111E NFORMA] CO AINED IEMIN IS LY0 NFD®Y RE3®ENTFAL ELEYATCaS, INN MY REPRWAICT60N IN PART OR As WWK EwaH WR17EN PEIVUS5"FRM RESIMML SLEVA" HALL DOOR ELEVATION viEww ELEVATION MEW'e' ELEVATION V1EW'C'.. 3_ 24' 1 u S 11N 1.1111 '" CONTI20LLEr�. c R.E.I. f = I �Ac bAC VARIABLE SPEED DRIVE �. � � r.�r N. � .r .u... •-=E L a'" E7L}OR I REL. A VAR -SPEED I t DRIVE O 1 l c l E r ---- ^'--1 ------------"-^ ELEVATIONyIEW'O' ELEVATION-VIEW'E PLAN VIEW. _ NOTE. LIGHT FIXTURE, LIGHT SWITCH. RECEPTACLE AND ELEC, BOXES CANNOT BE MOUNTED LOWER THAN 15"LINE FROM CEILING. ..... Lr`` NOTETHESE ARE MINIMUM OVERHEAD REMOVE DISCONNECTS. ADD4x4 BOXES in TI L CLEARANCES HIGHER CEILINGS WILL ALLOW MOLE: ACCESS DOOR a ELEC BOXES�^RE L'rE" E7J�'�[{ t�//J1� [�q/''"'^��j)g1�'¢�' {�^\\ TO, S ROOM FOR DEVICE MOUNTING. ALL DIMENSIONS ARE BASED ON 102-OVERHEAD ADD ELT DESIGNATION LEV FOR STD. CABS AND 1111'OVE... OVERHEAD FOR RH i85 ACCESS DOOR EQUIPMENT' Elevaitrrgyour standard ofliving LUXURY �LTTRACTION 1'4" RIGHT ADJACENT WALL HOR AD Q5 . ,WFT REAR MOUNT RAILAPPLICA-noN. Elevator Electrical Requirements 0 Florida`^1 I— I , 1 J In BI Taer 25�R U1 —1 _ om< I � gty HpIEL z ogNg ^W^ > LH U U-I Q Traction I Application Elevator Conholtat LL GFl Outlet 14oretway i\ ain Power ower (4" x 4" Box) V Gab Light Power r (4" x 4" Box) CN /Ilrr/ Room Light and Switch . *� * No ' �• �.. NA LAN • "' �xirf�! Ah Tall Free 1-800=832-2004 ���� It it 111\� Residential Elevators, 1 LC contact:satesr@ResidentfalElevators.com ResldentialEtevators.com L STRUCTURE ONLY FILE COP Y NOTE- P VIDE 4 IN5T LL 64JTTERS 4 D©W 5POUT5 PER ITEMIZATION Q, V Q N N L O - O 3 LEFT 51 DE EVAT I ON 12" ---,,j4° ob 03-12-20 - GENERAL REVISIONS ELEVATION DATUM REVISED PER BUILDING DEPT. 2 0. �C I 211 1 ffm mill IN a iJ--1 Q LU V1 0 UA O v 1.1-1 u _ by Michael II litally signed ajian c=US, o=MK Structural t1��pp11.r Oineering Inc., fc Q -A01427E00000167EBA 1 F1000026AD, i > O Wichael. Kaiajian _ tr te: 2020.03.2410:20:24 Voo, 7® Ov<N No.60133 1 i IPEL A. K4LGJI6N E6. NO. {�fi0133 _ �p'�p�H, STATE OF �49 } i4�JU 3TURE ONLY _J z F a I FILE cnov , GENERAL vv ©0 � REVISIONS . v DATUM , �, • \!®'BUILDING DEPT. \ 0 u� i ' u 1 ' i it i i i i u6 - y�. 1 tit j� as Digitally signed by Michael Kalajian e' DIN: c=US, o=MK Structural V Engineering Inc., LU ou=A01427E00000167EBA • • I a, I a n cn=Mic00026AD, Ka Michael Kalajian — Date: 2020.03.24 10:21:25 -04'00' . (1 O LLJ ®® ® EN No. 6013% W • ... cam+ a MicMaeL A:.KnL/wiqN a Ay�ay�` ,p °,FL. REG. NO. #601 3.* '�9® STATE OF LH STRUCTURE ONLY R 10HT SIDE ELEVATION EaR.mtim£k+Fwaarm taoumnvRmucEeareure£tvsvaruEnvttdixs,�'r arCa: im.EFiEdNnt9w Gr�u4. "�Eaia NEewlE/dFwNrvsTmtJN£REnan9itftwarcw rnmuE,s earvumxratFeare YbYMUtYJNI6Mh$.81EYu]p WEMd3fit� WN56rMRbN010vSrs5G MKiHEA4LLVPo6FRN15Y EYLpM1f6tBS4£w a mmrarMei F£aE W waaMMWFNafEE � rvmb8i£-0MTiiES%%I®AMi: fF:l4lYFNbtRW2%dtt(VL Nl3tE!%H 6WMYFaY YWNIY.MRbFYlA4TiQlf.tMi EEanxRxrmEs�ru+cbw+Ei�uvR C =VD, I Ftti Y� 4 BN%M4EA9L29GNPbeKlk mssmawArra saixuaam .�#wa KaaaE wepx. INSTALLATION FCR RECESSED WINDOW CONDMONS WHERE DEPTH OF RECESS IS LESS THAN t2T14E WIDTH OF RECESS LAC STEP 18 SU I LD I NO DEPARTMENT PRODUCT APPRO\/AL GHEGKL 1ST PRODUCT MODEL# MANUFACTURER EVALUATION PRODUCT EXPIRATION AOENGY - - APPROVAL # 17ATE WINDOWS /SINGLE HUNG 5H 7700 POT MIAMI DADE 18-0450 06 8/25/2025 WINDOWS / ALUM FIXED PW772OA POT MIAMI BADE 18-0450.05 2/Ict/2024 ALUM SLIDING GLASS 5GD-170 POT MIAMI DADE 17-0420.12 2/17/2020 DOORS EXIT DOOR GLAZED/OPAQUE PLASTPRO FL PRODUCT APPROVAL 1754-7-R2 12/51/2021 IL GARAGE DOORS 1405 WAYNE DALTON FL PRODUCT APPROVAL FL9174.15 I 12/51/2020 OFF -RIDGE VENTS / N/A RIDGE VENTS SOFFITS MASTIC SOFFITS- PLY GEM/MA5TIC FL PRODUCT APPROVAL FL-25552 12/51/2020 ' SKYLIGHTS N/A 5HUTTER5 N/A_ ROOFING MATERIALS CONCRETE ROOF TILES EAGLE FL PRODUCT APPROVAL FL7475-Re> - 12/51/2020 ` PANEL WALL5 N/A STRUCTURAL ON PLANS COMPONENTS NEW / ALTERNATIVE N/A MATERIALS I HIP 8 RIDGE ADHESIVE AH-160 ICP FL PRODUCT APPROVAL FL6552-RS 2/7/2021 HIP 4 RIDGE INSTALL INSTALL/ ATTACHMENT EAST COAST METALS FL PRODUCT APPROVAL FL5574-R5 12/51/2020 " WINDOW 4 DOOR TYVEK FOR CONCRETE `DUPONT DUPONT N/A N/A FLA5HIN5 BLOCK REVISED 2019-10-24 I I TEPO I uoaem..#Eeyw.uatame. J, pdR4 mRM%➢la.i fir. - A:xYmaudi118eNtN lsu£a Eeuaaaowenmii , #»arEwimcmmmauad 11 - .��VTRJ 1 VTR b}YN �1Mi W'tANM tWR1WxW/AM1Yw6+i GLUE IVTR raaa.£el.,. I SIAR NK 2' LAV 3 2tl:2 ri 211 5HOlAER 'A 211 ? r. THIRD FLOOR L•mlGGvB NEb.,Yn STACK mw#unmshh.aaa msraxwnE.eal. R703.6.2.1 Weep. screeds. 31t p� p A minimum 0.019-inch (0.5 mm) (No. 26 galvanized sheet gage), >I-l--II corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 1 VTR Inle4"IFW@eC WnEa+ 3Yz inches (89 mm) shall be provided at or below the foundation — LU AFW �" �""� plate line on exterior stud walls in accordance with ASTM C 926. sw.+e.elMex V 1 The weep screed shall be placed a minimum of 4 inches (102 «a» R mm) above the earth or 2 inches (51 mm) above paved areas and 3 be of a type that will allow trapped water to drain to the exterior of 1 VTR iv the building. The water -resistive barrier shall lap the attachment VTR1 flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed, VTR1 � 1 �£' }— LL Tyve>c VTR1 l 2' M. BATH W/c kitchen LAv 211 2 2 LAV -------- - ---- tl 2" 2 I, aav kitchen 2" N I II 21, LAV LAV 211 3 sink PDR 1t I W/0 JU—k s 2 BATH W/G 511 s s BATH T • 211 211 21 II SHOWER 2 2 YTR1 5 R 3 R SHOWE' 2 2 .2 11 5EGOND FLOOR 2 R 211 rue I� UTILITY s 211 • LT vTR1� STACK STEP1S •M.R4Yd6a69. MtiM8 W`FW : �%11 IEK1Fff M1Ph9ML01PN! nVE :2 •11 GWPo{Y1Ex0MW iMRt.lWNK ✓ rannamwwacl,wxmrue 2„ LAUINK ltlmlKfM9RtliRv4.#0£MW xut Y YL#LhYdaKa1 YEK5k h : h01a�CRMal YP4a4iFhyhiA2Mb[ WASHING Z al MACHINE R WiM aalilEMMf•Y Wbmuaa.M �Po a�.aaaa �a 211 2 F a„«aa a 2 tt 1 [vrR fahYAEfIEtffi%MMP� Po WEL S4WREW! ' " 2" ENIiACiFW NCEb®fo-h ! 4y VTR d ASYPP dmMW#ltbY 48 L6Xtz M. h f u reowuEvta RttH¢awsersEnr.2 " . ••.� •. CV MAI0.�aatiWitgMM1K2Po �21 l.MYd£#AWOb:G#MRI(4E ✓ I I t t (W� J % . STEP 22. STEP21 •. STEP 20 • STEP 18s... • g \s :. . woar.�luwwo • ` tmaaai• wannEAaw �.wRuxexr..wvxe•war ! -2 • jr •..aAwa!lxreswxnauw.a #me.nnaae•RlaSIDEx##x a.mrt+nhxnEErwlrEiEEix urenumxaxarcarr#m. J. N wrcmxuvoa•gF.ae l.'ClaT'!! amarlew•uacmna :. wtaa .aeaia 1� f t EeEw.Eerumt+Ar+ux wa+-mi'!u aamrsmreiawa+risv'run h:�#wEwE£a;lalhyr�+la ,� Om:.g0 ., raclxmxmrou rxmMrtrta :a larRLwwn. rrrtke#wwtaea va ..��. : ' 4tlRNM1f61@]IIXFEEFUXEb9M� C:..wuraew�wrarrxalanmE 'mE'x.'4mrs°mWmrr..w vaEmwarcnra:.hacua RttEn �w#.xm.meelmua Z —. N FUTURE BATH�' �` ° ieaw�e#I�nmea. x r.reura.ulr.wv.nww.,eme Z IL ! y aR.mamu•mh�..aewm# uNrrmrcE'aie!''x+u�` NJ �. ' • � f � ! ! � • • h .mga\m£Eu. 211 � In (Y W �. STEPIA • STEP 1S STEP T ! STER 11 • STEP 1D • f 2" LAY n. . � x HLEtatrl'aXN�alfOMbM • x MAYn'tbMlIII`RMaiM1 w A fMYIAIIkiWEWkM.Ym • A: IIE�Ww`fniwPdl4[lfCErl� • • �•xnW�a(� �f ✓e0p ! 2.I 0 6 In IL � ill9[t5.b#nm M¢YbMMIAMX MCS¢WNKkWM/BWxm'M GafoYhPCINIRntlam9latiW h weir YltYtivaGm>alx MnKMMtm9flG MtiXbl4biE tiRYNW a')D.99�N.n p!liE F!Ya 1d f WY%LflxAimtlllGMW.MR �j It �, I-/G. �y CMI6a[�sL4n Y..UCIENMBWM # NdfWNM.mRMtNFR4YW R S.%+WafLa W[9RaAtl CWR eM�m MELLCaIYBW INYt fACGFCY!V LIY@MIFRdX9 ✓ YV V AwaN�£J 10>tA CF'HY ilf tikMEW Ya41Nr61WY8 MdlESpWDYRitIN`YChN .YI At3hY!!9I(-0NLHWM lKi Wia W6fiKK.fw RKMXf! •. i�Ee#sa+ax ..m�ra#.cmenw#aasrccaal. ,#cavRxrym£xENe,1a. iWMfYW NAFu4YFaW MAWY 'E aemE+.wxw�aie.ux f�' h: reaxuaw.wameanra.le axumuna#.aerhwdureac £sr'a. m+uaaraxwvua. arsx y R�evi�urarcwrwum. a vwnw.ux£lahnrwar.r�wnav + aEu£xn..rex£afaun€ h rureur n£�w:�#.iaurcar hbhe'aFeatma+>`+a� mi#m,saxsnh ueuaaawtt. n.a.ietaexaa LwNxeuluTEChliliP'itnb'a�h taYai�MNIXab Raawaeal Gnaw Tdm a' I+�learoehm.#%+'a�w.. C:.Rtltl AM.�MBXWL•EE1'fMW kCgFlH,eNa&l6£1�511EpYR iMEtIGfHIpflVC.N4.W69:1M. -£ew�rtmufimeeCeaa.xe bft�eart•tusM4fmWaanw aaammw, xvvawntaliEmitGYW AImWP&Inam'Poma Rea®eGmaea TneaC 0 a9LL MG`krm (uY �v&F2 FfrPoiMGn h O!4 WM1ukXWYYNA6pbM1 N£svHl+N 4bl41Fw�ellfN: (�,. t4M21#YalaaM1hV YRa W!@q A rEyCeFMYR51lFZM�a1LHY£P WkCf.£A'YbEAtrYk 5#m 4c WYMro SerrfdtliMaN qn. SONsu.4.bAW 5. Aiba WN81M1Walbl � V MQ pFMLEML'flBMAi Fhi£E ltNtlk YAktl£waaaKFP�fVP! �E O LMMaT dY£H.IWti14.6iM CaIW@E4W MaN[n NbNM :EattMR6EW lWMIxlA d4EQr: BW.vn®.NWC\(�� tlIMNEtLP.1M. tEVpWlt4@fltl[MfY1PAYl M14 FNtw.1E5 V5fER[0.t ilAbgLM � V /. N \��\ttlll�f// weurmexeniexrwauimw wauweEnm.,u a#amEwtt \ / eeacmmrarme.u•+nl.� mE�ewnrem,laewilra.aa: r. \\ / Ewx. aYYC5m.MtltlaaaRlYxla�El m.i,. �. ABM FIRST FLO OR faxKEYhaHn Ma IXa£aaaa. a wwx Makwee aunmanE . aa,srox£lwxa«rse. weartwnalxw.mw�vrR -- __•• �, y\CEN ,• + � dYA'P.WY1YEMt a fAY9IXn%i..4ia5'+fWi£wWM \\ e•a'..... igRH . £�9Fx 1141W NYamAMfIiIC1E£. N046' \ •. y. G/o i— ` L . Ecluatarwwrcarunntw;IcuwranEEadsr wE,uxn,nauremita4q+trAi�rTEc+IEaerm 1°'" rokim*hxuua.aa,cn«tcrAeacuc,umtuummu¢lwmrrE�EknaErxicndsEw ... O •" EfN'NfiPA'$�£RbifC-MRK49LE1hf�EEfFFGI&IL'1RA:WAASiEYS IREE?�O A'AM(dG[N.'£AL.f&EER TOIIEBPA1EPFtEffiPo%im6E1FAN£1a:➢kANy6 &iElEY6 � a b � l� EMb:U.`RMi1llA,KN@IICEtIbE.. NK2'LCf69i4[iLLAilWdfANOB.hE. � � _ 4 11_I . wdiiaurdaxsivrw,EEmwwrvfsEEssxwnbza&unuxwurinE%rsamEmw : IN&TALUTPON FDR.RECESS£D WINDOW CONdtT1ONS VdHERE WCkuuMxNrms.n[xa Eaedwra4E�rliwfiF,a�fiuma<iX,aeEUE£iFax%aEuoExnu. INST TiCN FCR RECESSED N7NCOW GCNDOTWNS WH£ftE .. HA A. r Z INJSYiiPxe3ttMNE'ARNtEMcfNvtFF[aLB�FtiEw[SCMMiLYFEtiAbRpE1EYX 1{iq I. a • 4. Q BlkreAs &fi. DEPTH OF RECESS F$LES$ THANIP2THEWIOTHOFRECES$ (�. @1$NrSS kmtwazssioplEsw iaavafiau+CE rEGsiEUEHtSmhmEreEEhune E+ptpiWH DEPTH. Fi OE$Sis LESS THAN:1lT'fHEl4FCTH Of RECESS \py �/{{,, RE N 0 e W 1 EgR1#81ibTNCIIAAIWbYq 15Y£XELM1WNIi RM<SYAiRMRLYFALP¢/&b Tyuek JIiMPETRIGNW14QViPNRl40.YMBWN4ERiRR1�3EY!RlamrwaYEnasatRaSgpYtl.. D.{ETHDD.'I TyirFSlie x+umx�emae�naraw3Ena£rmEvr,Eamxwc TI ..i kHmemnw[IRmwfiEr�rorwwrEEFeEow.s.. TO SEWER '. STRUCTURE ONLY FILE COPY.. N O N O - N L J : la^ �s.� r � 311 T_ ( :LED TRUSS FROF LES ............ CE r� W 10 L LAJIAN STRUCTURCEE ONLY I I I I I _O u d- I � � ozQa �Wo oBNg z�LL.LL Ail- Q d �11 C<<+nnv 111 r MECHANICAL DISCLAIMER THE DUCT ROUTING AND HVAG EOUIPMENT SHOWN ON THESE DRAHIN65 ARE DIA6RAMATIC ONLY. THE BUILDER IS 50LEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETHEEN THE PRE-ENGINEERED TRUSS MFR. AND/OR FRAMING REOUIREMENT5 WITH THE MECHANICAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. HVAG INSTALLATION SHALL BE INSTALLED ACCORDING TO ALL CURRENT STATE AND LOCAL MECHANICAL CODES. 200A 200A ML ML 400 AMP SERVICE 2-410 ALUM 2-4/0 ALUM METER MAIN 2" SCH XHHW XHHW 40 PVC 1-3/0 ALUM 1-310 ALUM XHHW XHHW O144 THHN 144 THHN 200A MB 200A MB 2" SC 2" SCH 40 PVC 40 PVC 3" SC ARLINGTON GBJ MIN #350 80 PVC GROUND BRIDGE CONDUCTORS BETWEEN %2SCH 80 METER AND " PVC PANEL(S) U.F.E.R #4 THHN GROUND ROD TIED INTO SLAB STEEL ELECTRICAL SERVICES TO BE 400 AMP SINGLE PHASE SERVICE (UNDERGROUND) NOTE: ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES AND LOCAL UTILITY SERVICE ELECTRICAL RISER DIAGRAM 400 AMP - UNDERGROUND - N.T.S. Y...... �CEN � °F E p 1 3s • N �. �-0° Iflll, D L STRUCTURE ONLY KITCHEN MOUNTING HT: FOR OUTLET AND SH BTM OF SH AND OUTLET BATH MOUNTING HTS FOR OUTLET AND 5H INTERCOM SPEAKER ANC LGD D15PLAY ALIGNED W/ EDGE OF 5H y ROU&H It, OTLET AND =I DOOR JAMBGAB FACE OR WALLTO N jp CORNER DUPLEX OUTLET THE ITEMS BELOW ARE SHOWN FOR LOCATION PURPOSES ONLY. PLEASE REFER TO LOCAL SPECS TO DETERMINE WHETHER OR NOT THE FOLLOHIN6 ITEMS ARE INCLUDED: ® INTERCOM ® MASTER STATION ® LI6HTIN& OR ELECTRONICS (Lap D15PLAY OR 1_16HTIN& AUTOMATION PUSH BUTTON CONTROLLER) VOLUME CONTROL KNOB. * USE MAX OF 6 (BANS BOXES. FOR GANG BOXES OF 5 OR MORE THAT ARE LOCATED ON BLOCK WALL, CHIP OUT THE BLOCK TO ACCOMMODATE DEEPER BOX. NOTE: ALL DIMENSIONS ARE FOR OU6H FRAMING ELECTRICAL DETAILS SCALE: 1/2'*'-0" E)= DUPLEX OUTLET (1I0V AT 12" OR AS NTD) DUPLEX OUTLET (IIOV AT 59'9 DUPLEX OUTLET (IIOV AT 45") * DUPLEX OUTLET (IIOV AT 45") * WEATHERPROOF DPLX OUTLET (1I0V AT 12" OR AS NTD) SPLIT DPLX OUTLET (IIOV AT 12") TOP 15 'HOT' WEATHERPROOF DPLX OUTLET (IIOV AT I211) TOP PLU6 15 'HOT' 220V OUTLET AT 50" FLOOR OUTLET ® 5PECIAL PURP05E CONN ' TELEPHONE OUTLET AT 12" OR AS NTO ® STRUCTURED HIRE COMBO OUTLET HALL OR FL MOUNT cm STRUCTURED HIRE QUAD COMBO OUTLET 5N SEE ELEC DTL �' 5-WAY SW SEE ELEC DTL wt- 4-NAY 5H SEE ELEC DTL -o PUSH-BUTTON FOR GARAGE DOOR AT 60" fl DIMMER SW AT 56" -U PUSH-BUTTON DOORBELL (DELETE H/ INTERCOM) CL6 MNT LIGHT FIXTURE GL6 MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } WALL MNT FIXTURE ROUND RECESS FOR TU pB/SNORER TRIM(INTERIORFLAT GL6) LE TRIM (BAR LOCATIONS) BAFFLE ® MMIINI ROUND RECESS EYEBALL �o ROUND RECESS RE6RE95ED EYEBALL (INTERIOR SLOPED GL6) n MINI HAL06EN (CABINET LOCATIONS) ROUND RECESS LED UNDER CABINET "PUCK" 1-1614T } GL6 FAN/LI6HT PREHIRE AND SWITCHES 5 w SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO -U-1Z UNDER GABT 12" =U-21= UNDER GABT 21" 41-24- UNDER GABT 24" U-55— UNDER GABT 55" -5-24- 51NSLE 24" FLUOR STRIP =5-56— SINGLE 56" FLUOR STRIP c5-46— SINGLE 46" FLUOR STRIP -0-24- DOUBLE 24" FLUOR STRIP =0-56= DOUBLE 56" FLUOR STRIP —D-46— DOUBLE 48" FLUOR STRIP ® 24" 01-6 MNT FLUOR. LT, WRAPPED 45" GL6 MNT FLUOR. LT, WRAPPED GF24;va 24" VANITY L16HTIN6 (SEE SPECS) 6---56;u'a 56" VANITY LI6HTIN6 (SEE SPECS) ® EXHAUST FAN / LIGHT FIXTURE COMBO O EXHAUST FAN SOFFIT MNT FLOOD L16HT 0 GL6 MNT SPEAKER W CHIMES ( DELETE W/ INTERCOM ) ELEC PANEL STRUCTURED HIRING PANEL z GL6 RETURN AIR M A/C RE615TER OT THERM05TAT M SECURITY PAD A/C DISCONNECT * NOTE: ALL ELECTRICAL WILL COMPLY WITH NEC 2011 $ 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBCR). * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC, 210.12(A). THE ARC -FAULT CIRCUIT-INTERUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION: ALL 120-VOLT, 51N&LE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOM5, DININ6 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN NEG 210.12(A)(U THRU (6). * NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, 6ARA6ES, OUTDOORS, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTUBS OR SHOWER STALLS (WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8M (6 FT) OF THE OUTSIDE EDGE OF THE BATHTUB OR SHOWER STALL) SHALL BE &ROUND -FAULT CIRCUIT-INTERUPTER (SFCI) PROTECTED. * NOTE: ALL 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOCKINS-TYPE RECEPTACLES IN THE AREAS SPECIFIED IN NEC 210.52 AND 550.15 SHALL BE TAMPER-RE515TANT AS PER NEC 406.12 * NOTE: INTER SYSTEM BONDIN6 HILL BE INSTALLED AT THE SERVICE EQUIPMENT. NEC 25OA4 * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA772 AND 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBCR) SECTION R314. * NOTE: CARBON MONOXIDE DETECTORS/ALARMS TO BE INSTALLED PER R515, 201-7 FLORIDA 5UILDIN6 CODE RESIDENTIAL (FBCR). * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER R314.5 AND R315.1.2 OF THE 2017 FBCR. * NOTE: ALL BATHROOM OUTLETS ARE ON A 20 AMP SERVICE WITH NO OTHER OUTLETS. * NOTE: ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE: LIGHTS, FAN5, SMOKE DETECTORS, A/C SUPPLIES AND RETURN AIRS TO BE PLACED ON CENTERLINES OF DOORS, WDH5 AND HALLWAYS, TYP UNO 1 O V 4w J mN OmQO y �Q2'ry w z OOr (� cl w tl A �nv vo jJ�" 1 N U LLI a a ------- ----- P N ---- T7 T �T tT1 - I I_ ' EM _ 111J_LLl_Ll1l._..L1W-1_MTTTTTM 1 i I. I L--- 46 I I - a I STORAGE ELEV. O'-O° _ (ELEV. 5'-O" N.A.V.D. FIN. FLR. \ �III�1... _ _IITII IZ_1_IIIL� ———— -- in, i UP f I FUTURE i I I ELECTFT LJ 1 LOGGIA ---_------- / L ___J i / / :_ou lo:_o:: �I I o r I I k I \ O / MOUNT I G 0/ OUTLET I I ELECT 1 I ( I PANEL II I I l ELECT PANEL L__.------ - - - - - - - - - - --- - ------ ----- ...... REGIRG ,, PUMP m LE wH GARAGE BOLLARD I III LiLLJ - _ \ I BOLLARD E c' \ I f o� \ .\ r-- — — — — -i - --- 2-0 \ I BOLLARD I L__ ----�— one ---- .Q _. 0— ---- --- — TO I I - 2nd FLR I ( I SLOPE: `-I' I SWITCH L I I I IIOVCLS � f T MOUNT f OUTLET L-------- IIZT�TITT��_CIl-lI]ZTLLIiIII:II _ I I I i I r I I I UP I I I I 1 I I I I ---- _L___.L_. ARAM EN 1 i�•F E N r- STRUCTURE ONLY MECHANICAL DISCLAIMER THE DUCT ROUTIN6 AND HVAC EQUIPMENT SHOWN ON THESE DRANIN65 ARE DIA6RAMATIC ONLY. THE BUILDER IS SOLEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETHEEN THE PRE-ENGINEERED TRU55 MFR. AND/OR FRAMING REQUIREMENT5 WITH THE MECHANICAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. HVAC INSTALLATION SHALL BE INSTALLED ACGORDIN6 TO ALL CURRENT STATE AND LOCAL MECHANICAL CODES. f N O N O 0. No ELECTRICAL LEGEND _ DUPLEX OUTLET (IIOV AT 12" OR AS NTD) o DUPLEX OUTLET (I IOV AT 34"9 * o lip 4)= DUPLEX OUTLET (IIOV AT 43") * ry N 07 DUPLEX OUTLET (IIOV AT 45") • o WEATHERPROOF DPLX OUTLET (1I0V AT 12" OR AS NTD) S SPLIT DPLX OUTLET (IIOV AT 12") TOP IS 'HOT' z TOP PLUG 190' O DPLX OUTLET (I IOV AT 12") < 220V OUTLET AT 30" FLOOR OUTLET �- ® SPECIAL PURP05E CONN yy�t s ' TELEPHONE OUTLET AT 12" OR AS NTD gF F Z ® STRUCTURED WIRE COMBO OUTLET µ ALL OR FL MOUNT i anWSTRUCTURED W IRE QUAD COMBO OUTLET g 3 .A SH SEE ELEG DTL 3-WAY SW SEE ELEG DTL gT 4-WAY SW SEE ELEG DTL N -0 PU5H-BUT7ON FOR GARAGE DOOR AT 60" $ N g DIMMER 5N AT 56" --E PUSH-BUTTON DOORBELL (DELETE W/ o rzd INTERCOM) S GL6 MNT LIGHT FIXTURE w GL6 MNT PREWIRE - FIXTURE BY OWNER F (�(} SURFACE MNT FIXTURE uU WALL MNT FIXTURE ROUND RECESS FOR TUB/5HONER z g �4 ROUND RECESS OPEN BAFFLE w TRIM (INTERIOR FLAT GL6J Q ® MINI ROUND RECESS OPEN BAFFLE TRIM (BAR LOCATIONS) ® MINI ROUND RECE55 EYEBALL TRIM ROUND RECESS REGRE55ED EYEBALL (INTERIOR SLOPED GL6) u MINI HAL06EN (CABINET LOCATIONS) ROUND RECESS LED Q UNDER CABINET "PUCK" LIGHT tu {} GL6 FANLIGHT PREWIRE AND SNITGHE5 r SSQ SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO rL UNDER GABT 12" =U41= UNDER CAST 21" -U-24- UNDER GABT 24" U-55= UNDER GABT 55" -5-24- 51NSLE 24" FLUOR STRIP =5-56- 51N6LE 56" FLUOR STRIP c5-0— 51N6LE 4b" FLUOR STRIP W ^ =0-24- DOUBLE 24" FLUOR STRIP -D-36= DOUBLE 56" FLUOR STRIP 0 —P-48— DOUBLE 45" FLUOR STRIP S ® 24" GL6 MNT FLUOR. LT, WRAPPED (�I ® 45" GL6 MNT FLUOR. LT, NR.APPED 6w24:R 24" VANITY L16HTING (SEE SPECS) FFF56l__R 56" VANITY LIGHTING (SEE 5PEC5) ® EXHAUST FAN / L16HT FIXTURE COMBO O EXHAUST FAN rJ SOFFIT MNT FLOOD LIGHT ® GL6 MNT SPEAKER ® GHIME5 ( DELETE W/ INTERCOM) m_-I ELEG PANEL STRUCTURED WIRING PANEL Lu z GL6 RETURN AIR ® A/C RESISTER 1_ OT THERMOSTAT ® SECURITY PAD Ij A/C DISCONNECT * NOTE: ALL ELECTRICAL WILL COMPLY KITH NEC 2011 d 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBCR). * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A). O THE ARC -FAULT CIRCUIT-INTERUPTER SHALL BE INSTALLED IN A READILY ACCE55IBLE LOCATION. I * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION: ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS 5UPPLYIN6 OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY = ROOMS, DININ6 ROOMS, LIVING ROOMS, PARLORS, �} LIBRARIES, DENS, BEDROOMS, SUNROOMS, V RECREATION ROOMS, CL05ET5, HALLHAY5, LAUNDRY AREAS, OR 51MILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN NEC, 210.12(A)(1) THRU (6). u * NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, 6ARA&E5, OUTDOORS, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTUBS OR SHOWER STALLS (WHERE 6 RECEPTACLES ARE INSTALLED WITHIN 1.&M g (b FT) OF THE OUTSIDE EDGE OF THE a m i BATHTUB OR SHOVER STALL) SHALL BE F = p 6 GROUND -FAULT CIRCUIT-INTERUPTER (6FCU PROTECTED. X o s * NOTE: ALL 15- AND 20-AMPERE, 125- AND �l 250-VOLT NONLOGKIN6-TYPE F N RECEPTACLES IN THE AREAS SPECIFIED nn o IN NEC 210.52 AND 550.13 SHALL BE !1 O e "n a TAMPER -RESISTANT AS PER NEC 406.12 * NOTE: INTER SYSTEM BONDING WILL BE A INSTALLED AT THE SERVICE EQUIPMENT. NEC 25OA4 �l * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA12 AND 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBCR) SECTION R314. n/ * NOTE: CARBON MONOXIDE DETECTORS/ALARMS TO BE INSTALLED PER R315, 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBGR). \ o * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER iJ 1 R314.5 AND R315.1.2 OF THE 2011 FBGR. z * NOTE: ALL BATHROOM OUTLETS ARE ON A 20 AMP SERVICE WITH NO OTHER Lu OUTLETS. * NOTE: ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE: LIGHTS, FANS, SMOKE DETECTORS, A/G SUPPLIES AND RETURN AIRS TO BE PLACED ON GENTERLINE5 OF DOORS, NDN5 AND HALLNAY5, TYP UNO I -►LE COPY MEGHANIGAL DISCLAIMER THE DUCT ROUTING AND HVAG EQUIPMENT SHOWN ON THESE DRAWIN65 ARE DIA&; AMATIG ONLY, THE BUILDER 15 50LEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETWEEN THE PRE-ENGINEERED TRJ55 MPR. AND/OR FRAMING REQUIREMENTS WITH THE MEGHANIGAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. �HVAG INSTALLATION SHALL BE IN5TALLED ACCORDING TO ALL CURRENT TATE AND LOCAL MEGHANIGAL GODE5. . NU SW 1 ULLEEiE 1 INTERCOM I ]ILt L; lilt 7-, --VA— SPEAKER AND r LGD DISPLAY ALIGNED W/ Cq i I EDGE OF SW Iz ENTRY I Q BTM of sw AND OUTLET TO AL16N I - _ 4V — _ 00 0 o ROUGH c� ee 0 EDGE OF ' 5WITGHES OUTLET AND OF OOR JAMB 0 = AB FACE TO z CAB WALL CORNED m ALIGN m m m DUPLEX OUTLET N 33 STRUCTURE ONLY STRUCTURED WIRING 5Y5TEM I -CATS OUTLET IN KITCHEN, MASTER BEDROOM AND DEN I-R66 OUTLET EACH IN ALL BEDROOMS I-R66 IN DEN I -QUAD OUTLET FEATURING 2-R66 $ 2-CAT5 PORTS FOR THE GREAT ROOM/LEISURE ROOM BEHIND TV I -QUAD OUTLET FEATURING 2-R66 4 2-CAT5 PORTS FOR THE BONUS ROOM BEHIND THE TV. THE ITEMS BELOW ARE SHOWN FOR LOCATION PURPOSES ONLY. PLEASE REFER TO LOCAL SPECS TO DETERMINE WHETHER OR NOT THE FOLLOWING ITEMS ARE INCLUDED: ® INTERCOM ® MASTER STATION ® L16HTIN6 OR ELECTRONICS (LGD DISPLAY OR LI6HTIN6 AUTOMATION PUSH BUTTON CONTROLLER) VOLUME CONTROL KNOB * USE MAX OF 6 6AN6 BOXE5. FOR 6AN6 BOXES OF 3 OR MORE THAT ARE LOCATED ON BLOCK WALL, CHIP OUT THE BLOCK TO ACCOMMODATE DEEPER BOX. NOTE: ALL DIMENSIONS ARE FOR ROUGH FRAMING ELECTRICAL DETAILS SCALE: 1/2"=1'-O" ELECTRIC E)= DUPLEX OUTLET (IIOV AT 12" OR AS NTD) DUPLEX OUTLET (IIOV AT 39") * DUPLEX OUTLET (IIOV AT 43") * DUPLEX OUTLET (IIOV AT 45") * WEATHERPROOF DPLX OUTLET (1I01/ AT 12" OR AS NTD) SPLIT DPLX OUTLET NOV AT 12") TOP 15 'HOT' WEATHERPROOF DPLX OUTLET (IIOV AT 12") TOP PLU6 15'HOT' 220V OUTLET AT 30" FLOOR OUTLET ® SPECIAL PURP05E CONN ' TELEPHONE OUTLET AT 12" OR AS NTD ® STRUCTURED WIRE COMBO OUTLET NWLL OR FL MOUNT ® STRUCTURED WIRE QUAD COMBO OUTLET 5W SEE ELEG DTL .sr" 3-KAY 5W SEE ELEG DTL 4-WAY SW SEE ELEG DTL —0 PU5H-13UTTON FOR GARAGE DOOR AT 60" DIMMER 5W AT 56" � PU5H-5UTTON DOORBELL (DELETE W/ INTERCOM) 01-6 MNT LIGHT FIXTURE } GL6 MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } WALL MNT FIXTURE ROUND RECESS FOR TUB/SHOWER T(T0AT TRIM (INTERIOR BAFFLE) MIIRODURECESSSSOENBAFFLE (NL MMIINII ROUND RECESS EYEBALL �o ROUND RECESS REORE55ED EYEBALL (INTERIOR SLOPED GL6) u MINI HAL06EN (CABINET LOCATIONS) ®i ROUND RECESS LED UNDER CABINET "PUCK" LIGHT } GL6 FAN/LI6HT PREWIRE AND SWITCHES CS© SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO -U-12= UNDER GABT 12" -U-21= UNDER GABT 21" -U-24= UNDER CAST 24" —U-55— UNDER CAST 53" =5-24= SINGLE 24" FLUOR STRIP =S-56— SINGLE 56" FLUOR STRIP c5-46— 51N6LE 46" FLUOR STRIP =17-24- DOUBLE 24" FLUOR STRIP DOUBLE 56" FLUOR STRIP cv 48� DOUBLE 45" FLUOR STRIP ® 24" GL6 MNT FLUOR. LT, WRAPPED ® 4V GL6 MNT FLUOR. LT, WRAPPED gF24:R 24" VANITY L16HTIN6 (SEE 5PEG5) 993;_156m� 36" VANITY LI6HTIN6 (SEE SPEC5) ® EXHAUST FAN / LIGHT FIXTURE COMBO O EXHAUST FAN SOFFIT MNT FLOOD LIGHT ® GL6 MNT SPEAKER ® CHIMES ( DELETE K/ INTERCOM) ELEG PANEL STRUCTURED WIRIN6 PANEL GL6 RETURN AIR ® A/C RE61STER © THERMOSTAT ® SECURITY PAD A/C, DISCONNECT * NOTE: ALL ELECTRICAL WILL COMPLY WITH NEC 2011 4 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBGR). * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A). THE ARC -FAULT CIRCUIT-INTERUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. * NOTE: ARG-FAULT CIRCUIT-INTERUPTER PROTECTION: ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAY5, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN NEC 210.12(A)(1) THRU W. * NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, 6ARA&E5, OUTDOORS, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTUBS OR 5HOWER STALLS(WHERE RECEPTACLES ARE INSTALLED WITHIN 1.6M (6 FT) OF THE OUTSIDE EDGE OF THE BATHTUB OR 5HOWER STALL) SHALL BE GROUND -FAULT CIRCUIT-INTERUPTER (6F(;I) PROTECTED. * NOTE: ALL 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOCKIN6-TYPE RECEPTACLES IN THE AREAS SPECIFIED IN NEC, 210.52 AND 550.15 SHALL BE TAMPER -RESISTANT AS PER NEC 406.12 * NOTE: INTER SYSTEM BONDING WILL BE INSTALLED AT THE SERVICE EQUIPMENT. NEC 250.414 * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA'T2 AND 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBGR) SECTION R314. * NOTE: CARBON MONOXIDE DETECTORS/ALARMS TO BE INSTALLED PER R315, 201'T FLORIDA BUILDING CODE RESIDENTIAL (PECK. * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER R314.5 AND R315.1.2 OF THE 2011 FBGR. * NOTE: ALL BATHROOM OUTLETS ARE ON A 20 AMP SERVICE WITH NO OTHER OUTLETS. * NOTE: ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE: LIGHTS, FANS, SMOKE DETEGTOR5, A/G SUPPLIES AND RETURN AIRS TO BE PLACED ON CENTERLINES OF DOORS, WDW5 AND HALLWAYS, TYP UNO I i_ y <!U O o 04 << 5f0Qs��� z z �n�pig 8� kD a W U�q O �m J o !Tm m� o�<o �z9�v 3LuU o�Na �X eeel\\ nV o j_IL, g Ua 7,2E MECHANICAL DI5CLAIMER THE DUCT ROUTING AND HVAC EQUIPMENT SHOWN ON THESE DRAWINGS ARE DIAGRAMATIC ONLY. THE BUILDER IS SOLEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETIAEEN THE PRE-ENGINEERED TRUSS MFR. AND/OR FRAMING REQUIREMENTS WITH THE MECHANICAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. HVAC INSTALLATION SHALL BE INSTALLED ACCORDIN5 TO ALL CURRENT STATE AND LOCAL MECHANICAL CODES. 1 L i ELEGTRGAL LEGEND I _ E)= DUPLEX OUTLET (I IOU AT 12 OR A5 NTD) ' ROOM DUPLEX OUTLET (IIOV AT 39") * ...... ----- ®®— ®.� DUPLEX OUTLET (I IOU AT 48)" * (� —1' COVERED " ----�— —__ I r I BALCONY = DUPLEX OUTLET (uov AT 45 ) , WEATHERPROOF DPLX OUTLET (IIOV AT 12' OR AS NTD) I � - BEDR oM a I I - ' _-__� .• � --- � SPLIT DPLX OUTLET (IIOV AT 12) TOP IS HOT WEATHERPROOF DPLX OUTLET (IIOV AT 12' TOP PLUS 15 'HOT' — — "� I � 220V OUTLET AT 30 -- 4 - i FLOOR OUTLET SPECIAL PURPOSE CONN TELEPHONE OUTLET AT 12" OR AS NTO 5TRUGTURED WIRE GOM80 OUTLET WALL EU (� I:0 ! 711 \, Y OR FL MOUNT I _ I M• I I I % ®STRUCTURED WIRE QUAD COMBO OUTLET s -- _ I SW SEE ELEC I I SUITETL . I I I \ I COCOS H t#' 3-WAY SW SEE ELEG DTL I I, '/• I I `- BELOW AFit- 4-WAY SW SEE ELEG DTL k`' I -0 PUSH-BUTTON FOR GARAGE DOOR AT 60" DIMMER SW AT 36" I — .—.— — — .,.,.._... — .........�I I 1 I -0 PUSH-BUTTON DOORBELL (DELETE Vy/ INTERCOM) OF �— — — — — — —J I _. �_ — - - — —'-: -24 o EM :... GL6 MNT LIGHT FIXTURE IT\ \ I -- �— ) T ( I I I I = I GL6 MNT PREWIRE -FIXTURE BY OWNER -+- , � BATH 12 .._ SURFACE MNT FIXTURE 1 I I s 4— - — -- — - — 4 L' - �- — WALL MNT FIXTURE I � I sr rt fi � fi ROUND RECESS FOR TUB/SHOWER ROUND RECESS OPEN BAFFLE TRIM (INTERIOR FLAT GL6) MINI ROUND REOF55 OPEN BAFFLE I I L I I f m I TRIM (BAR LOCATIONS) LIVI 6 I , BATH , I I ( I // ) [, `, — MINI ROUND REGE55 EYEBALL 1 I 1I I IGA5UAII57(MNC. I 1 i t— TRIM - ®o ROUND RECESS REGRESSED EYEBALL ( I (INTERIOR ) MINIHALOGEN(CABINETLOCATIONS) ®i ROUND RECESS LED I i , 1 I BELOW 1s4•= s=UNDER CABINET E G"2PA4UB"CTFFKLL3" UU3L OO"ISRR H SST GL6 FAN/LI6HT PREWRE ANDTT RRSIIWPPI T CHES :KEQ SMOKE DETECTOR /CARBON MONOXIDE ALARM COMBO UNDER CAST 12 UNDER GABT214 COACH LISHT -U-24- UNDER CAST 24 � �� SINGLE B6" N4'_1 i=0-24- DOUBLE24"FLUOR STRIP WOI =per- DOUBLE 56, FLUOR STRIP cl =D-o— DOUBLE 48" FLUOR STRIP 4 TOs 24" GLS MINT FLUOR. LT, WRAPPED 48" GL6 MINT FLUOR. LT, WRAPPED �4 M VANITY LIGO�24� 24TYHING (SEE SPECS) _____ _v___36 36" VANITY LIGHTING (SEE SPECS) 1; KITCHEN I l °p �/ I �.. m I GOAGH 1 (o I 1 s I I LIGHT SELON ® EXHAUST FAN / LICHT FIXTURE COMBO 1, BATH 41 -3ki 0 EXHAUST FAN " , a \ \c 4 SOFFIT MNT FLOOD LISHT GL6 MNT SPEAKER I ® CHIMES ( DELETE W INTERCOM) N: 4 U I I i ELEG PANEL 24� STRUCTURED WIRINS PANEL ;I -------- ®I_ ® — ...... OL6 RETURN AIR Ll — t WN A/C, REGISTER / o 1 - — OT THERMOSTAT ,' I , 1 H 9EN 0 1 UTILITY , �O" X ® SECURITY FAD — IDE 1 I / �O ERL I I 1 s MEGH �` \, I I I / A/G DISCONNECT s I - - -- I =�{ 4e� _ I- v? * CHASE I ` .) VTR Er , * NOTE: ALL ELECTRICAL WILL COMPLY WITH NEG 201T S \ 5 I I 2017 FLORIDA BUILDING CODE RESIDENTIAL (PBGR). PtNI RY COACH * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION - 1 _ 1 _j ....,_ BELOW SHALL BE PROVIDED AS REQUIRED IN NEC, 210.12(A). _ THE ARC -FAULT CIRCUIT-INTERUPTER SHALL BE {IN INSTALLED IN A READILY ACCESSIBLE LOCATION. * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION: r I ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES i N I INSTALLED L I DWELLING UNIT T KI GHENS FAMILY w Roo, NG MS DINI ROOM, 5 LIVING ROOMS PAR LORS, LIBRARIES, BENS, BEDROOMS, SUNROOM5, ENTRY RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, ORI ( 1MILAR ROOMS OR A, SHL BE PROTECTEDSBY ANY OF THE MEANSEASDE RIBBED IN NEC 210.12(A)(I) THRU W. NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, SARAGE5, OUTDOORS, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTU55 OR 5HOWER STALLS (MERE RECEPTACLES ARE INSTALLED WITHIN I.BM (6 FT) OF THE OUTSIDE EDGE OF THE BATHTUB OR SHOWER STALL) - - : SHALL BE GROUND FAULT C,IRGUIT INTERUPTER 6FGI PROTECTED. i p, NOTE: ALL IS- AND 20-AMPERE, � RE, 125- AND 250-VOLT NONLOCKING-TYPE RECEPTACLES IN NEC, 21052 AND 550.13 SHALL BE RN AREAS SPECIFIEDITAMP-RESISTANT AS PER n NEC 406.12 d * NOTE: INTER SYSTEM BONDINS WILL BE INSTALLED AT THE SERVICE EQUIPMENT. NEC N I 250.014 * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA12 AND 2017 FLORIDA BUILDING CODE RE51DENTIAL (FBCR) SECTION R314. " ' '''• * NOTE: CARBON MONOXIDE DETECTORS/ALARMS TO <�*�GEN r. I .. O. N e0A . F i P D s` STRUCTURE ONLY BE INSTALLED PER R515 201-T FLORIDA 5UILDIN& CODE RESIDENTIAL (FBCR). * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER R3145 AND R515.1.2 OF THE 201-T FBCR. * NOTE: ALL BATHROOM OUTLETS ARE ON A 20 AMP SERVICE WITH NO OTHER OUTLETS. * NOTE: ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE: LIGHTS, FANS, SMOKE DETECTORS, A/G SUPPLIES AND RETURN AIRS TO BE PLACED ON GENTERLINE5 OF DOORS, WDWS AND HALLWAYS, TYP UNO T JI u Lu Lu ® L JI- - � fli I I 2m d O6N� ►4- nV/ � o UA U UA a __FILE COPY C) N i O L O a O u HI - -_- _-_-___- __ --- - uCE!' � Sri 2-7 -z.Z� STRUCTURE ONLY STRUCTURED WIRING SYSTEM I-GAT5 OUTLET IN KITCHEN, MASTER BEDROOM AND DEN I-R66 OUTLET EACH IN ALL BEDROOMS I-R66 IN DEN I -QUAD OUTLET FEATURING 2-R56 4 2-CAT5 PORTS FOR THE GREAT ROOM/LEISURE ROOM BEHIND TV I -QUAD OUTLET FEATURING 2-R66 B 2-CAT5 PORTS FOR THE BONUS ROOM BEHIND THE TV. FOR OUTLET AND SW BTM OF SH AND OUTLET )UTLET AND GAB FACE TO ALIGN BATH MOUNTING HT5 FOR OUTLET AND 5W MECHANICAL DISCLAIMER THE DUCT ROUTING AND HVAC EQUIPMENT SHOWN ON THESE DRAWIN65 ARE DIA&RAMATIC ONLY. THE BUILDER 15 SOLEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETWEEN THE PRE-ENGINEERED TRU55 MFR. AND/OR FRAMING REQUIREMENTS WITH THE MECHANICAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. HVAG INSTALLATION SHALL BE INSTALLED ACCORDING TO ALL CURRENT STATE AND LOCAL MECHANICAL CODES. INTERCOM SPEAKER AND LGD DISPLAY ALI6NED W/ -EDGE OF 5N fir® ROUGH ? ee � * 5WITCHES DOORJAMB OR WALL _� N THE ITEMS BELON ARE SHOWN FOR LOCATION PURPOSES ONLY. PLEASE REFER TO LOCAL SPECS TO DETERMINE WHETHER OR NOT THE FOLLOWIN6 ITEMS ARE INCLUDED: ® INTERCOM ® MASTER STATION ® LI6HTIN6 OR ELECTRONICS (LGD DISPLAY OR LIGHTING AUTOMATION PUSH BUTTON CONTROLLER) 0° VOLUME CONTROL KNOB * USE MAX OF b 6AN6 BOXES. FOR 6AN6 5OXF-5 OF B OR MORE THAT ARE LOCATED ON BLOCK WALL, CHIP OUT THE BLOCK TO ACCOMMODATE DEEPER BOX. I NOTE: ALL DIMENSIONS ARE FOR ROUGH FRAMING ELECTRICAL DETAILS SCALE: 1/2"=P-O" E)= DUPLEX OUTLET (IIOV AT 12" OR AS NTD) E�= DUPLEX OUTLET (IIOV AT 89") 4)= DUPLEX OUTLET (IIOV AT 459 * 0-- DUPLEX OUTLET (IIOV AT 459 * HEATHERPROOF DPLX OUTLET (IIOV AT 12" OR AS NTD) SPLIT DPLX OUTLET (IIOV AT 12") TOP IS 'HOT' HEATHERPROOF DPLX OUTLET (IIOV AT 12") TOP PLUG 15 'HOT' 220V OUTLET AT 50" 99= FLOOR OUTLET ® SPECIAL PURPOSE CONN ' TELEPHONE OUTLET AT 12" OR AS NTO ® STRUCTURED WIRE COMBO OUTLET WALL OR FL MOUNT ® STRUCTURED WIRE QUAD COMBO OUTLET .+r SH SEE ELEG DTL 4 B-WAY SH SEE ELEG DTL 4-HAY 5H SEE ELEC DTL -o PU5H-BUTTON FOR 6ARA6E DOOR AT 60" DIMMER 5N AT 56" -0 PUSH-BUTTON DOORBELL (DELETE VV INTERCOM) l CLG MNT LIGHT FIXTURE } GL6 MNT PREWIRE - FIXTURE BY OWNER } SURFACE MNT FIXTURE } WALL MNT FIXTURE ® ROUND REGE55 FOR TUB/SHOWER TRIM (INTTER OR FAT GLEN BAF 6! LE TRIM (MBAR LOCATIONS) BAFFLE MMIINI ROUND RECESS EYEBALL IM ROUND RECESS REGRESSED EYEBALL (INTERIOR SLOPED GL6) n MINI HAL06EN (CABINET LOCATIONS) ROUND RECESS LED UNDER CABINET "PUCK" LIGHT * GL6 FAN/L6HT PREWIRE AND SWITCHES CSQ SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO -U-IZ UNDER CABT 12" -U-21- UNDER CABT 21" -U-24- UNDER CABT 24" U33= UNDER CABT 55" =5-24= 51N6LE 24" FLUOR STRIP =5-56_ 5145LE 56" FLUOR STRIP —5-46— 51N6LE 45" FLUOR STRIP =0-24- DOUBLE 24" FLUOR STRIP =0-36— DOUBLE 56" FLUOR STRIP —D-48— DOUBLE 48" FLUOR STRIP ® 24" GL6 MNT FLUOR. LT, WRAPPED ® 45" GL6 MNT FLUOR. LT, WRAPPED 24" VANITY LIGHTING (SEE SPECS) 36 56" VANITY LI6HTIN6 (SEE SPECS) ® EXHAUST FAN / L16HT FIXTURE COMBO O EXHAUST FAN SOFFIT MNT FLOOD LIGHT ® GL6 MNT SPEAKER ® CHIMES ( DELETE W/ INTERCOM ) ELEG PANEL STRUCTURED WIRING PANEL GL6 RETURN AIR ER A/C REC71STER OT THERM05TAT ® SECURITY PAD A/C DISCONNECT * NOTE: ALL ELECTRICAL WILL COMPLY WITH NEC, 2011 S 201"1 FLORIDA BUILDIN6 CODE RESIDENTIAL (FBCR). * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC, 210.12(A). THE ARC -FAULT CIRCUIT-INTERUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. * NOTE: ARG-FAULT CIRCUIT-INTERUPTER PROTECTION: ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DHELLIN6 UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVIN6 ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN NEC, 210.12(A)(1) THRU (6). * NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, 6ARA&ES, OUTDOORS, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTUBS OR 5HONER STALLS (WHERE RECEPTACLES ARE INSTALLED WITHIN IbM (6 FT) OF THE OUTSIDE EDGE OF THE BATHTUB OR 5HONER STALL) SHALL BE &ROUND -FAULT CIRCUIT-INTERUPTER (&FCU PROTECTED. * NOTE: ALL 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOGKIN6-7YPE RECEPTAGLE5 IN THE AREAS SPECIFIED IN NEC 210.52 AND 550.15 SHALL BE TAMPER -RESISTANT A5 PER NEC 406.12 * NOTE: INTER SYSTEM BONDING WILL BE INSTALLED AT THE SERVICE EQUIPMENT. NEC, 250.14 * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA-12 AND 2011 FLORIDA BUILDING CODE RESIDENTIAL (FBCR) SECTION R514. * NOTE: CARBON MONOXIDE DETECTORS/ALARMS TO BE INSTALLED PER R-515, 201-1 FLORIDA BUILDING CODE RESIDENTIAL (FBGR). * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER R514.5 AND R515.1.2 OF THE 2011 FBGR. * NOTE: ALL BATHROOM OUTLETS ARE ON A 20 AMP SERVICE WITH NO OTHER OUTLETS. * NOTE: ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE: LIGHTS, FANS, SMOKE DETECTORS, A/G 5UPPLIE5 AND RETURN AIRS TO BE PLACED ON GENTERLINE5 OF DOORS, NDN5 AND HALLWAYS, TYP UNO 4'Ty U <IL O i� O O= WW O � z s _o90 Pla W 2�8�q OPT A O 0 0� �m �n -v P OpmN om<o Z~ Z N c,W z QO,na- o�Na nV 1L o 7.3E n a ;XA JIAN - / 13 'r OF 0 r RI i aS i i i 0 I a5r 1 1 L I STRUCTURE ONLY MECHANICAL DISCLAIMER THE DUCT ROUTING AND HVAC EQUIPMENT SHOWN ON THESE PRANIN65 ARE DIAGRAMATIC ONLY. THE BUILDER 15 SOLEY RESPONSIBLE FOR COORDINATING ALL ASPECTS OF MECHANICAL INSTALLATION WITH ALL TRADES. THE BUILDER SHALL COORDINATE BETWEEN THE PRE-ENGINEERED TRUSS MFR. AND/OR FRAMIN6.REOUIREMENTS WITH THE MECHANICAL CONTRACTOR TO ENSURE ADEQUATE SPACE FOR DUCT ROUTING AND EQUIPMENT PLACEMENT AND SUPPORT. HVAG INSTALLATION SHALL BE INSTALLED ACCORDING TO ALL CURRENT STATE AND LOCAL MECHANICAL CODES. & DUPLEX OUTLET (IIOV AT 12" OR A5 NTD) DUPLEX OUTLET (IIOV AT 54") * DUPLEX OUTLET (IIOV AT 45") * DUPLEX OUTLET (IIOV AT 45") HEATHERPROOF DPLX OUTLET (IIOV AT 12" OR AS NTD) SPLIT DPLX OUTLET (IIOV AT 12") TOP 15 'HOT' WEATHERPROOF DPLX OUTLET (IIOV AT 12") TOP PLUS 15 'HOT' 22OV OUTLET AT 50" FLOOR OUTLET ® SPECIAL PAP05E CONN ' TELEPHONE OUTLET AT 12" OR AS NTD ® STRUCTURED WIRE COMBO OUTLET WALL OR FL MOUNT ® STRUCTURED WIRE QUAD COMBO OUTLET w 5H 5EE ELEG DTL 4P $-WAY $W SEE ELEG DTL 4-WAY SW SEE ELEG DTL - FU5H-5UTTON FOR GARAGE DOOR AT 60" -0 DIMMER 5Pq AT 36" 0 PUSH-BUTTON DOORBELL (DELETE W/ INTERCOM) GL6 MNT LIGHT FIXTURE } GL6 MNT PREWIRE - FIXTURE BY OMER {} SURFACE MNT FIXTURE } HALL MNT FIXTURE ROUND RECESS FOR TUB/SHOWER ® ROUND RECESS OPEN BAFFLE TRIM (INTERIOR FLAT OL6) MINI TW RECE55 OPEN BAFFLE TRIM BAR LOCATIONS) 1R I ROUND RECESS EYEBALL ®o ROUND RECESS REGRESSED EYEBALL (INTERIOR SLOPED GL6) u MINI HALOGEN (CABINET LOCATIONS) ®i ROUND RECESS LED QQ UNDER CABINET "PUCK" LIGHT GL6 FAN/LI&HT PREWIRE AND 5WITCHES ®R SMOKE DETECTOR / CARBON MONOXIDE ALARM COMBO -U-IZ UNDER CABT 12" -U-21- UNDER GABT 21" -U-24- UNDER EAST 24" =U-55= UNDER CAST. 55" -5-24 SINGLE 24" FLUOR STRIP =5-%- SINGLE 56" FLUOR STRIP c9-46— SINGLE 48" FLUOR STRIP -12-24- DOUBLE 24" FLUOR STRIP =P-96= DOUBLE 56" FLUOR STRIP —P-46— DOUBLE.46" FLUOR STRIP ® 24" GL6 MNT FLUOR. LT, WRAPPED 45" GL6 MNT FLUOR. LT, WRAPPED EF24W 24" VANITY LI6HTIN6 (SEE 5PEC5) F;95616ma 56" VANITY.LI6HTING (SEE SPECS) ® EXHAUST FAN / LI&HTPIXTURE COMBO O EXHAUST FAN 661 SOFFIT MNT FLOOD LIGHT ® GL6 MNT SPEAKER ® CHIMES ( DELETE W/ INTERCOM) ELEG PANEL STRUCTURED WIRING PANEL GL6 RETURN AIR ® A/G RESISTER O THERMOSTAT SECURITY PAD ❑I A/C DISCONNECT * NOTE: ALL ELECTRICAL WILL COMPLY WITH NEC 2017 d 2017 FLORIDA BUILDING CODE RESIDENTIAL (FBCR). * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A). THE ARC -FAULT CIRCUIT-INTERUPTER SHALL RE- INSTALLED IN A READILY ACCESSIBLE LOCATION. * NOTE: ARC -FAULT CIRCUIT-INTERUPTER PROTECTION: ALL 120-VOLT; SIN6LE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS. PROTECTED BY ANY OF THE MEANS DESCRIBED IN NEC 210.12(A)(1) THRU (6). * NOTE: ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMS, 6ARA&ES, OUTDOOR5, KITCHEN COUNTERTOPS, WET -BAR SINKS, BATHTUBS OR SHOWER STALLS (WHERE RECEPTACLES ARE INSTALLED WITHIN 1.&M (6 FT) OF THE OUT5IDE EDGE OF THE BATHTUB OR SHOWER STALL) SHALL BE &ROUND -FAULT CIRCUIT-INTERUPTER (&--CI) PROTECTED. * NOTE: ALL 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOCKIN6-TYPE RECEPTACLES TN THE AREAS SPECIFIED IN NEC 210.52 AND 550.15 SHALL BE TAMPER -RESISTANT A5 PER NEC 406.12 * NOTE: INTER SYSTEM BONDING WILL BE INSTALLED AT THE SERVICE EQUIPMENT. NEC 25OA4 * NOTE: SMOKE ALARMS SHALL BE INSTALLED PER NFPA72 AND 2011 FLORIDA BUILDIN& CODE RESIDENTIAL (FBCR) SECTION R514. * NOTE: CARBON MONOXIDE DETECTORS/ALARP TO BE INSTALLED PER R315, 2017 FLORIDA BUILDING CODE RE51DENTIAL (EBCR). * NOTE: COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PER R514.5 AND R315.1.2 OF THE 2011 FBCR. * NOTE ALL BATHROOM OUTLETS ARE ON A'20 AMP SERVICE WITH NO OTHER OUTLETS * NOTE ALL OUTLETS ABOVE COUNTERS SHALL BE MOUNTED HORIZONTALLY * NOTE LIGHTS FANS, SMOKE DETECTORS, A/C 5UPPLIE5 AND RETURN AIRS TO BE PLACED ON CENTERLINES OF DOORS, WDW5 AND HALLWAYS, TYP UNO L cJ LH r UA U- p�A p� 1) I II i omao HZI:N N IL oBNg nv/ V � i-u FILE COPY STRUCTURAL NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS DESIGN CRITERIA WOOD TRUSSES REINFORCED MASONRY H -.- D-1 CODES. -FLORIDA BUILDING CODE 6 EDITION (2017)... _ _ FABRICATED METAL PLATE CONNECTED WOOD ROOF TRUSSES A "WOOD TRUSSES". '. WT 1 THIS SECTION. DEFINES PRE-ENGINEERED, PRE S 00 USSES . n - „ M 1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACl/ASCE 530.08 A ^ ( ) AND SPECIFICATIONS FOR MASONRY STRUCTURES "MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES"... -ASCE 7-16 MINIMU ES. - - ACl/ASCE 530.1-08 ASTM C-476 ASTM -1 ( ), C 019 AND NCMA TEK 107. EXCEPT AS AMENDED BELOW. - - WT-2 DESIGN OF METAL CONNECTED ROOF AND FLOOR TRUSSES TO COMPLY WITH: APPLICABLE BUILDING CODE (SEE NOTE D-1). NFPA'S "NATIONAL DESIGN ' O-2 DESIGN DEAD LOADS. AND IT FASTENINGS." TRUSS PLATE INSTITUTE's "DESIGN SPECIFICATIONS FOR LIGHT MET SPECIFICATION FOR STRESS GRADED LUMBER A S G AL PLATE CONNECTED - M 2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. ROOF 30 PSF ROOF TRUSSES." -8 MASONRY WALL 55 PSF M-3 STRUCTURE HAS BEEN DESIGNED S GNED AS A BEARING WALL STRUCTURE. ALL MASONRY. UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME .CONCRETE- `.150 PCF WT-3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION STORY.. < PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-85", PUBLISHED BY THE DESIGN LIVE LOADS. �i T I TRUSS PLATE INSTITUTE I AND THE APPLICABLE BUILDING CODE LISTED N HE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. „ M 4 USE TYPE M,, MORTAR FOR ABOVE GRADE APPLICATIONS AND TYPE S MORTAR FOR BELOW GRADE APPLICATIONS, MORTAR SHALL CONFORM TO ASTM C270 OR PROPERTY (PROPORTION ROOF 20 PSF SPECIFICATION) .RESIDENTIAL AREAS:. 40 PSF -. WT-4 SIGNED', AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS TRUSS LAYOUT WITH PIECE MAR EC KS, RED T TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST B REQUIRED TRUSS TO US O O E SUBMITTED FOR REVIEW PRIOR TO FABRICATION. - M 5 MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2000 PSI TOPROVIDE NET AREA COMPRESSIVE STRENGTH OF - � _ T PER FIGURE 1609A D 3 DESIGN WIND SPEED. Vult 170 MPH (3 SECOND GUST) P IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. MASONRY Fm' OF 1500 PSI. ( ) Vasd = 132 MPH PER SECTION 1609.3.1 -. RISK CATEGORY II (PER TABLE 1604.5) - WOOD T MEMBER AND CONNECTIONS SHALL BEDESIGNED FOR ALL LOADS SHOWN N THE CONTRACT ' WT 5 00 TRUSS S O S S O CO TACT DOCUMENTS INCLUDING..LIVE, DEAD, WIND, AND - �� „ „ M 6 ALL COLUMNS AND BEAMS INTEGRATED CMU WALLS ARE AND 12 NOMINAL AND 7-5/8 AND 11-5/8 ACTUAL . DIMENSIONS. " - /.SURFACE ROUGHNESS: D PER. SECTION 1609.4 CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR D ' WIND EXPOSURE CATEGORY. D PER SECTION 1609:4. M-7 COARSE GROUT SHALL CONFORM : O M TO ASTM C476, LATEST REVISION. MEAN ROOF HEIGHT: 35 FT LIVE LOADS. a.) 2500 PSI AT 28 DAYS 'ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT. � `ROOF. NET UPLIFT �11.5 PSF r b,) 1/4 MAXIMUM AGGREGATE SIZE GCjpi _+_ NET UPLIFT @ OVERHANG+ 58.2 PSF c. 8 TO 11„ SLUMP... SUPERIMPOSED ROOF DEAD LOADS . �_____15 PROVIDE CLEAN - _ d.) P OUTS FOR LIFTS GREATER THAN 5 0 IN HEIGHT. PUMP 4 0 MAXIMUM GROUT LIFTS. FOR HIGH LIFT 12-0 MAX). ( ) ASSUMPTIONS. TOP H RD-___ ____- __-_ P C O SF GROUTING WITH 30 MINUTE DELAY BETWEEN LIFTS. A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1609.2 FBC BOTTOM CHORD --------- ---------10 PSF _8 A REINFORCED CONCRETE M 8 E TIE BEAM OR MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGSEACH FLOOR AND THE ROOF: USE GALVANIZED ''. B. THE BUILDING SATISFIES THE REQUIREMENTS OF SECTION 1609.6. ALTERNATE ALL. HEIGHTS METHOD AND ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, AND SYSTEMSPROVIDINGTHE WT 6 MINIMUMDURATION OF FACTORS ROOF DL LL WL 1.33 ROOF DL LL 1.25 MESH TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. A F TABLES tl TED IN ACE 7-10 CHAPTER 27 - DIRECTIONAL PROCEDURE OF ASCE 7. STRUCTURAL INTEGRITY OF THE BUILDING HAVE BEEN DESIGNED FOR LOADS FROM S S WL-7 NO WANE SKIPS OR OTHER DEFECTS'. SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES SHALL BE CONNECTED CO C D WITH - -. - ONE REQUIRED EACH SIDE OF TRUSS. - M-9 UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE EITHER. E DESIGNEDAND FA FASTENED RESIST T DESIGN WIND PRESSURE :.: C. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS,.LE. DOORS, WINDOWS, JAMBS, ROOFING ETC, SHALL BS S E FOR " „ a. 8 x16 CONCRETE TIE BEAM REINFORCED WITH 2 #5 TOP AND BO TTOM OTTOM WITH #3 STIRRUPS @ i6. O.C. COMPONENTS AND CLADDING; AS SHOWN ON PLAN. WT-8 HANDLING ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" HIB-91 AND "BRACING ( ) G 2 CO ". ' b.) (.) COURSES OF 8 MASONRY KNOCK -OUT BLOCK REINF.WITH #5 IN EACH COURSE FULLY GROUTED - - WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS.. E -SHALL BE DESIGNEDGTO RESIST. MAIN WIND FORCE RESISTING DESIGN FORCES AS SPECIFIED ON P ,'< D. ALL.PRE MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E.I.E.:TRUSSES SHAM AN -10 VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM 615. :. AND SHALL BE IN AND .SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS -" WT 9: PERMANENT TRUSS BRACING OR BRIDGING MEMBERS SHALL BE 2" x 4" MINIMUM SOUTHERN PINE WITH MINIMUM LOCATIONS AS NOTED ON PLANS.. ADDITIONAL .BRACING REQUIRED TO STRENGTHEN TRUSS COMPONENTS SHOULD BE NOTED ON THE ERECTION DRAWINGS IN ACCORDANCE WITH TRUSS MANUFACTURER'S M-11 PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: E. ALL GLAZING IS HAVE EITHER IMPACT RESISTANT GLAZING .OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING. RECOMMENDATIONS. - A, AS SHOWN ON THE DRAWINGS 1. GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE. MISSILE TEST OF ASTM E 1996 - B. MAXIMUM 48" O.C. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST ASTM E 1996. WT-10 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) - C, AT ALL CORNERS AND INTERSECTIONS `3. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA "OF.720 SF OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBO h NE ROOF LIVE LOAD. = L/360 - D, AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS DEBRIS IMPACT STANDARDS OF THIS CODE. .. ROOF TOTAL LOAD = L/240 S 4. OPENINGS IN:SUNROOMS;BALCONIES OR.ENCLOSED PORCHES CONSTRUCTED EXISTING ROOFS OR DECKS ARE NOT REQUIRED BE PROTECTED PROVIDED THE SPACES ARE . X �.. M-12 REINFORCING BARS SHALL BELAPPED 48 BAR. DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR ARE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.2 ABOVE. SUCH SPACES SHA "' SEPARATED FROM THE BUILDING INTERIOR BY A WALL AND ALL OPENINGS IN THE SEPARATING WALLA ROTEC LBE Wi-it SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST HORIZONTAL ROLLER CONNECTION P P SPER SPAN SO THAT NO HORIZONTAL REACTIONS ARE T - UNLESS NOTED OTHERWISE. _ ,:..PERMITTED TO BE DESIGNED AS EITHER PARTIALLY ENCLOSED OR ENCLOSED STRUCTURES - L:..... INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. II M-13 REINFORCE. WALLS WITH LADDER -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS 9-GA OR APPROVED EQUAL AT 16" O.C. MEASURED VERTICALLY U.O.N. PLACE PER OMPLYWITHMANUFACTURERSRECOMMENDATIONSF R F. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO C O _ , Wi 12 CONTINUOUS BOTTOM CHORD LATERAL BRACING CO NUOUS BO. C O D R L B C NG IS REQUIRED AT A MINIMUM SPACING OF 10 O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS MFR. EXTEND INTO RECOMMENDATIONS, O COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL `INSTALLATION OF COMPONENTS AND CLADDING. FOR HURRICANE PRONE REGIONS .CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED INTERSECTIONS.. - LUMBER AT LEAST 10' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. : - :. D 4 .SEISMIC: ZONED M-14 PROVIDE FULL MORTAR BEDDINGAROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. -: Wi 13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. F 2 0 PSF. IF SITE CONDITIONS DO NOT ALLOW FOR ASSUMED ALLOWABLE BEARING CAPACITY CONTACT -. D 5 ASSUMED ALLOWABLE BEARING CAPACITY O 0 0 " - M 15 PLACE ALL MASONRY IN RUNNING BOND WITH 3/8 MORTAR JOINTS. '.ENGINEER. WT-14 ALL CONNECTION HARDWARE SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED SUPPLIED BY SIMPSON STRONG -TIE INC., Y CO, C, OR B. APPROVED . - GENERAL NOTES ' EQUIVALENT MANUFACTURER. - 16 AT INTERSECTING M WALLS FIFTY PERCENT OF THE MASONRY SHALL BE LAID IN OVERLAPPING. MASONRY BONDING PATTERN G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO WT-15 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. M-17 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTIONAN HEIGHT OF MASONRY WALLS PROVIDE AT BASE OF FILLED CELL WHEN THE CONCRETE POUR " PROCEEDING WITH WORK. - REINFORCED CONCRETE : .HOLES EXCEEDS 5. FEET IN HEIGHT. G 2 THE MASONRY WALLS ARE NOT DESIGNED TO. WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY RC-1 ALL CONCRETE. DESIGN. AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI BUILDING DER A CO REQUIREMENTS FOR CONCRETE, ACI 318 08. - T F U FOR FILLED EL ' M 18 GROUT CELLS SHALL BE VIBRATED DURING PLACEMENT USING A PENCIL TYPE VIBRATOR. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. -: : -RC-2 .PROVIDE 4 TEST CYLINDERS FOR EACH 50 C.Y.OF CONCRETE PLACED OR FRACTION THEREOF. - - O M- VERTICAL REINFORCEMENT SHALL BE HELD I „ 19 VER N POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8-0 OC MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2 FROM MASONRY, THE CLEAR G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR V. CENTER BARS IN WALLS UNLESS NOTED OTHERWISE. RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRI®R APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER.. SPREAD AND WALL FOOTINGS 3000 PSI ' M-20 ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. S. COLUMNS AND WALLS 3000 PSI ' - EMBEDDED R SUPPORTED ITEM WHICH MAY AFFECT THE : G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORS®, O SU O S C C H BEAMS AND SLABS 3000 P SI ' M-21 Tj3@TING OF GROUT TO COMPLY WITH ASTM C-1019. -...=STRUCTURAL DRAWINGSI.E.MECHANICAL ELECTRICAL PLUMBING DUCTWORK ETC. (I.E. '. ) ALL OTHER CONCRETE 3000 PSI '. - M-22 OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB FILLED WITH GROUT AND REINFORCED, G-6. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED 70 BE TYPICAL AND SHALL BE CONSTRUED TO APPLIv TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT RC-4 USE REGULAR WEIGHT CONCRETE. WHERE A SEPARATE DETAIL IS SHOWN. -- RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO A§l 301 AND HAVE THE FOLLOWING SLUMPS, WATER CEMENT RATIO & AGGREGATE REQUIREMENTS: '. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN LOCATION SLUMP WIC RATIO MAX. AGGREGATE CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. FOOTINGS 4 +/-1 0.55 ASTM #57 SLABS SLABS ON GRADE. 4"W-1'.. 0.55 ASTM #57 p ^� IC D M f ❑ N ENT A N D C LA D D I N G G 8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING.WM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR COLUMNS T+/-11. : 0.55 ASTM #57 ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS BEAMS AND SLABS 5'+/4" 0.51 : ASTM #57 DESIGN WIND PRESSURES FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND NSTALL A COMPLETE STRUCTURE. TIE BMS &.TIE COOS 5"+/-1" 0.51 ASTM #8 PEAROCK ' AN - G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL SUBMIT DESIGN MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR. DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF USE.. FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS.. �. a ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL " WOOD '.. RC-6 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: 3 2 : a)3000 PSI, 28 DAY COMPRESSIVE STRENGTH; WIC RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) -; WD-1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITO "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, EDITION AND THE "NATIONAL DESIGN - -SPECIFICATIONS" FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. RC-7 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL, DO NOT USE FOR EXPOSED SLABS �. _ 1 WD-2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. UNLESS NOTED OTHERWISE. RC-B. SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE CEMENT CONTENT, WATER/CEMENT RATIO, SLUMP, ENTRAINED o 2 AIR, ADMIXTURE CONTENT AND QUANTITY. � r FWD-3 DIMENSIONED LUMBER SHALL BE DRESSED S4S AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION.. `. O2 OO RC-9 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE '. WD-4 ALL LUMBER SHALL BE SOUND, SEASONED AND FREE FROM WARP: - O RC-10 .THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. WD-5 ALL CONNECTION HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED, ALL OTHER CONNECTORS SHALL BE V EQUIVALENT MANUFACTURER. USE EQUIVALENT MATERIALS FOR NAILS AND GALVANIZED:SUPPLIEDBY SIMPSON STRONG -TIE CO., INC., OR LISP LUMBER.CONNECTORSBY APPROVED EQU AL E - „ RC-11 .ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A. HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4 I.D. - ° SCREWS AS FASTENER. RC-12 A 2 I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 0 a a 0 _ - :. o NOTED OTHERWISE ON PLAN. WD ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER. WITH 19 /o MAXIMUM MOISTURE CONTENT UNLESS 6. U. 2 O O RC-14 ALL REINFORCING STEEL SHALL BE DETAILED,. FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION. G " UNLESS NOTED OTHERWISE) WITH A DOUBLE TOP PLATE AND A SINGLE PRESSURE TREATED - 1 WD-7 ALL LOAD. BEARING STUD WALLS SHALL HAVE STUDS SPACED AT A MAXIMUM OF. 16 OC ( 2 O ' B BOTTOM M O O PLATE. RC-15 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING . HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM 01 " WD-8. SEE TYPICAL LOAD BEARING WALL DETAIL FOR NUMBER OF STUDS AT ALL WALL OPENINGS : STANDARDS REFERENCE IN ACI 318. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH SUPPLEMENT (S1), MARKED"S". 3 2 2 3 WD-9..UNLESS NOTED OTHERWISE, PROVIDE ONE ROW OF BRIDGING AT MIDSPAN FOR WALLS HIGHER THAN '-2" AND LESS THAN 10'-0". PROVIDE TWO ROWS OF BRIDGING AT 1/3 AND 2/3 ' RC-16 ALL SLABS ON GRADE SHALL REINFORCED WITH: 6"X6"-10/10 WELDED WIRE FABRIC LOCATED IN THE MIDDLE TO UPPER PORTION OF THE SLAB. WELDED WIRE FABRIC SHALL BE SUPPORTED ROOF PRESSURE ZONES. SPAN POINTS FOR WALLS GREATER HIGHER THAN 10'-0". WITH APPROVED .MATERIALS OR SUPPORTS NOT EXCEEDING 3 FT OR IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. - WD-10 PROVIDE A MINIMUM OF A THREE STUD COLUMN AT ALL GIRDER TRUSS BEARING LOCATIONS. - RC-17 WELDED WIRE FABRIC TO COMPLY WITH ASTM At 85 SHEETS ONLY, NO ROLLS. INSTALL ON BRICKS OR BOLSTERS, AT MID -DEPTH OF THE SLAB. WD-1.1 .SHEATHING SHALL BE AS. FOLLOWS UNLESS NOTED OTHERWISE WOOD FRAME WALLS USE.APA RATED SHEATHING; EXPOSURE I MIN RC-18 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA: LAP CONT..BOTTOM STEEL OVER SUPPORT AND CONT, TOP STEEL AT ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE. I, MIDSPAN UNLESS OTHERWISE SPECIFIED.. SPAN RATED AS PER THE RAFTER OR TRUSS SPACING RC-19 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. WD-12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING.. - - RC-20. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: WD-13. UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. MINIMUM COVER: LOCATION AND CONDITION: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL BARS 3" WD-14. FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE. WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING. SCHEDULES ARE MORE 5 O STRINGENT IN THESE .PLANS. B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" j #5 OR SMALLER 1 1/2" WD-15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST. UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. a WIND PRESSURE (PSF) @ 170 MPH, EXP D ROOF ZONES, Ultimate Pressures ZONE AREA POS NEG w/OH 1 10 62.1 -139.5. -162.1 1 20 53.6 -139.5 -145.1 1 50 42.4 -107.5 -136.8 1.. 100 33.8 -83.2 -141.0 2 10 62.1 -196.0 --218.6 2 20 53.6 -176.3 -207.0 2 - 50 42.4 -150.6 -192.0 2 1 100 33.8 -130.9 -180.6 3 - 10 62.1 -196.0 -260.8 3 20 53.6 ' -176.3 -231.5 3 50 42.4 -160.6 -192.6 3 100 33.8 -130.9 -163.4 WALL ZONES,. Ultimate Pressures 4 10. 83.2 -90.2 - 4 20 79.4 -86.6 - 4 50 74.6 -81.6 - 4 100 70.7 77.8 - 5 10 83.2 -111.4 - 5 : 20 79.4 -103.8 - 5 : 50 74.6 -93.9 - 5 1 100 1 70.7 1 -86.6 J - WALL ZONES, Nominal Pressures (V=132mph) 4. 10 49.9 -54.1 - 4 20 47.6 -51.9 - 4 50.. 44.7 -49.0 - 4 100- 42.4 -46.7 - 5 10 49.9 -66.8 5 20 4T6 -62.3 - 5 : 50 44.7 -56.4 -. 5. 100 42.4 -51.9 1 - O DRILL -IN BOLTS, HEADED STUDS, SCREWS AND DOWELS C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND -. ® ZONE 1 - INTERIOR AREAS OF ROOF 1. SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4" DI-1 WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING #144181-1/2" ZONE 2 -. EDGE ZONE ' REINFORCING TO INSTALL 2. BEAMS AND COLUMNS: ,. �. 0 ZONE 3 - CORNER ZONE "TAPCONS" .(PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS) ALL BARS 1-1/2 ZONE 4 - INTERIOR AREAS OF WALL DI-2 MASONRY AND CONCRETE SCREWS SHALL BE MANUFACTURED BY RAMSET/REDHEAD OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS' `. ZONE 5 - EDGE ZONES OF WALL RECOMMENDATIONS. - D. SLABS ON GRADE .SINGLE MAT, TOP 1/2 TO 1/3 OF THICKNESS o >� DISTANCE "a" IS DEFINED AS 6.0 FT FROM DIAPHRAGM BOUNDARY DI-3 ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SOLID EPDXY -BASED DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. SYSTEM SUPPLIED IN < 1 - - RC 21 SLEEVE PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY.. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES ' -MANUFACTURER'S STANDARD SIDE -BY -SIDE CARTRIDGE AND EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, 11, IV AND V, GRADE 3, CLASS B AND THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE, WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS @ 3" O.C. EACH C AND MUST DEVELOP A MINIMUM 10,560 PSI COMPRESSIVE YIELD STRENGTH AFTER 7-DAY CURE SIDE OF PIPE, UNLESS OTHERWISE. NOTED. DI-4 GROUTED ANCHORS SHALL BE SIMPSON EPDXY -TIE ADHESIVE SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. RC-22 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS; EMBEDS OR OTHER ITEMS. DI-5: DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A307) SHALL BESET USING A TWO-PART EPDXY AS DESCRIBED ABOVE. RC-23 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. ' DI-6 HEADED r`STUDS H ,. S U S ( .S.) SHALL BE NELSON OR APPROVED EQUAL. INSTALL USING MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH AWS D1.1. ATTACHMENT OF STUDS S ALL RC-24 AT CHANGES IN DIRECTION OF CONCRETE WALLS BEAMS &STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL STUD (PER AWS D1.1 ).. OTHERWISE AS HORIZONTAL STEEL DI-7 EXPANSION ANCHORS MAYBE SUBSTITUTED FOR ANCHOR BOLTS ONLY WITH THE APPROVAL OF THE ENGINEER OF RECORD IN WRITING. EXPANSION ANCHORS USED SHALL BE HILTI, j SIMPSON, RAWL, OR APPROVED. EQUAL: RC-25 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT, SHALLOW FOUNDATIONS RC-26 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMVVORK IN ACCORDANCE: WITH ACI 347.. ' SF-1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. RC-27 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT M M IMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION 00 CONCRETE DURING PLACEMENT. SF-2 CENTER ALL FOOTINGS UNDER THEIR. RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS, MAXIMUM'.. MISPLACEMENT OR ECCENTRICITY- 2". TOLERANCE FOR : s MISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS.. RC-28 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED.. FOOTING WIDTH IS INCREASED V IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATER14 SHALL BE REMOVED FROM EXCAVATION BEFORE AND SF-3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED DURING PLACEMENT OF CONCRETE '. SF-4. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. C RC -29 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. SF-5 EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED SF-6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE - ' TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR. BOLTS. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA (FBC TABLE,R301.2 (1)) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER JCE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TOPOGRAPHIC FROST LINE LOAD SPEED EFFECTS CATEGORY .WEATHERING .DEPTH TERMITE .TEMP REQUIRED INDEX TEMP N/A 170 MPH N/A NEGLIGIBLE N/A HEAVY N/A N/A N/A N/A N/A 4(; -ENGINEERINIGm MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 261 MELBOURNE FL329 5 3 P: 321.600.0672 OR 32L574.2702 www.mkstructural.com Certificate of Authorization#: CA 27800 project number MK 19-212 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for date PERMITSET 02/05/2020 This document is the property of MK Structural Engineering. MK Structural Engineering retains all rights therein, including copyrights. It is not to be reproduced or copied in whole or in. part. It is not to be used on any other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other', purpose except with the express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. seal/signature \\\11111111/fT7j, G e VCEN3 �o w 1 � xry. CH KAL AN 4-0 L NO. 6a13i NN Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133 sheet number drawn bV: JS checked bv: MAK by MK Structural Engineering, LLC, all rights reserved. WHEN PLOTTED AT FULL SIZE THIS, SHEET MEASURES 24" x 36' FIf C ^AA, 'i i i i I I I i I I I 'I I 2 8' o" I 1'-0„ 53' 0" I j I WOOD STAIRS REFER TO DETAILS D/S7 / 7 G S BACKFILL THIS AREA FOR RAISED POOL DECK , r 1 AND F-14=FRAMING CONTRACTOR TO FIELD • 12„ CONCRETE. . `: 12,CONCRETE - COORDINATE LOCATIONS OF 4x4 POSTS - I WALL.: SEE DETAIL WALL. SEE DETAIL 1 SEE ARCHITECTURAL DRAWINGS FOR EXTENT DIMENSIONS SHOWN ARE APPROXIMATE F-10 FOR REINF RAISED DECK F-10 FORREINF ,...I 60 MIL PEEL AND STICK RUBBER OF SED POOL C ,... - MEMBRANE WATERPROOFING AC DO NOT BACKFILL MORE L • :.HYDRO SEAL 3000 (OR SIMILAR), THAN 5. FT. UNBALANCED FILL ' • 0 #6 16 O.C. IN - I I^ @ I I^ ® FULL HEIGHT OF BACK FILL. TYPICAL. GROUT FILLED TILL FLOOR AND TRUSSES ARE INSTALLED. TYPICAL F 7 3J 1 1 #6 @ 16' O.C.IN CELLS AS SHOWN #6 @ 16" O.C. IN #6 @ 16" O.C. IN 1 GROUT FILLED GROUT FILLED GROUT FILLED in F 3 ELLS AS SHOWN F_3 CELLS AS SHOWN F_3 ' CELLS AS SHOWN F. t — — — — — — — — — — — — — — — — — J GENERAL PLAN NOTES: CONTRACTOR RESPONSIBLE FOR VERIFYING ACCURACY OF ALL MASONRY AND/OR FRAME ITEMS RELATED TO WALLS, SLABS AND FRAMING SUCH AS: OPENINGS, SLAB DEPRESSIONS, RECESSES AND OVERALL LOCATION -SIZE -HEIGHT OF ARCHITECTURAL AND/OR STRUCTURAL ITEMS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY BEARING REQUIREMENTS OF FRAME STAIRS WITH STAIR DESIGNER AND/OR SPECIALTY CARPENTER AND NOTIFY ENGINEER OF ANY FRAME WALL OR FOUNDATION BEARING DISCREPANCIES BEFORE COMMENCING CONSTRUCTION. MASONRY WALL FILLED CELL NOTES: ONE STORY MASONRY WALLS: INDICATES #5 @ 48" O.C. IN GROUT FILLED CELLS AS SHOWN AND AT CORNERS, OPENINGS AND INTERSECTIONS - OR AS INDICATED ON PLANS TWO & THREE STORY MASONRY WALLS: INDICATES #5 @32" O.C. IN GROUT FILLED CELLS AS SHOWN AND AT CORNERS, OPENINGS AND INTERSECTIONS - OR AS INDICAT€P ON PLANS REFER TO PLANS FOR LOCATION§ OF EACH o 2'-8 "v - ❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Ell ❑ ❑ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ F-14ATPST 1-- -- F-7 ---- --- — -- -- — -- --- T/CURB — ❑ ❑ : EL. O,_O„ 4 N (TYP.) N 1 a'-4 27'-8" L I T-O fi DO NOT BACKFILL MORE:. j 5'-2" '. 18 -62 3'-i „ ❑ F-14. T POST THAN 5 FT. UNBALANCED FILL ❑ ' TYPICAL SLAB ON GRADE, U.O.N. 4" m TILL FLOOR AND TRUSSES '` P THICK CONC. SLAB 3000 PSI (MIN.) W/ w '. a o 9 ARE INSTALLED. TYPICAL : j 6X6 10/10 W.W.M.OR FIBERMESH ON ^ L� F 1 3 CLEAN COMPACTED FILL TESTED TO. ` ❑ ❑ 95%COMPACTION AND TREATED FOR j Y ❑ ❑ ® 1 TERMITES OVER 6 MIL. VAPOR BARRIER. ❑ ❑ L r/S 6 % 1 r- .: _ - cS F--5 F-6 F-.5 F-5 NN. I--- — ------------------ — 0- RECESS ^ 4 o❑ ❑ ❑ O (VERIFY) ❑ li ❑ ❑ ❑ ❑ ❑ o F_7z / 1 ❑ I P`------------ \ ------I ❑ , I I i :. I . t . \ 1 RECESS INDICATES #5 @ 32"O.C.IN.GROUT "... D/S7, SIMILAR ,,. „,., ,,. I �__�. N (VERIFY) (.V) Y FILLED CELLS AS SHOWN AND AT. c — 2-8 x2-8 x1 -4 THICK CONCRETE ^ J. _, . CORNERS; OPENING AND M : 1 I— FOUNDATION REINF. / (3) #5 � INTERSECTIONS I EA. WAY BOTTOM: TYPICAL �..: >- - v I ❑❑ I I I r I L GARAGE DOOR I ,Y I I i IL — ' RECESS I N L__J' o 1 I SLOPE 1 ❑ 6T/SLAB, SLOPE, EL.-0,_8„. 1 _ �_ T/� SLAB 4" - T/�i S a N o EL. -O'-4' 0_ EL. O'-0" Eo zo fo 3'-6" 14,E DI 10'-4" ' :.. 2,-0„ 2,_O" 41_811 7,_0„ ---- I� I F- 1 2. N ❑ :.. I I RECESS :. o . o.: L (VERIFY) 1 9 _ y ❑ ❑ ❑ I U1 :.. ONCRE E 4,_6„x4,_6,�x1'-4„ T HICK CONCRETE 1 ❑ El4'-6'x'-6"x1'-4"THICK 1 FOU EA. DATION REINF, / (5) #5 AY BOTTOM FOUNDATION RE INF. W/ (5) EA. WAY BOTTO #5 I _ TYPICAL SLAB ON GRADE, U.O.N. 4" r J ❑ i L L---- THICK CONC. SLAB 3000 PSI (MIN.) ' I `'.. F-5 . _ — — F-5 F 1 1 _ L _ ❑ W/6X610/10W.W.M.ORFIBERMESH r _ N ^ ON CLEAN COMPACTED FILL ❑ __ ❑ ❑ _ ❑ ❑ ___. ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ ❑ I TESTED T095%COMPACTION AND ,i ,x2j8" 1'-4" THICK CONCRETE TREATED FOR TERMITES OVER 6 L ❑X L O N ATION REINF. W/ (3) #5N 1 MIL VAPOR BARRIER _ —— _J AY BOTTOM. TYPICAL L N 1 J T/CURB L ❑EL 0'-0" T-0„,_0,,_0„ (TYPJIli io Ili co IpI�FuiHill IIJII ❑. En N — — — — — : N v 3-01 x1'-4" THICK CONCRETE F_ / � 1 FOU DATION REINF. W/ (3) #5 4 --- : y EA. WAY BOTTOM. TYPICAL SLAB ONGRADE, U.O.N.4' T/SLAB 1 o .THICK CONC. SLAB PSI (MIN.) W/ -L ❑ \` \ 6X6 10/10 W.W.M. OR FIBERMESH ON R FI �\\\��a�����ll : �. It �y. - CLEAN COMPACTED FILL TESTED TO - _ \ T/ S0�,_B0, 95%COMPACTION AND TREATED FOR _ IN — — — —— ❑ ❑--.---_' - TERMITES OVER 6 MIL. VAPOR BARRIER. _ Y 9 , ❑❑ ❑ ❑ ❑ 1-10 ❑ y 14 L_ — — — — —. r - — _ _ — J C THICKEN FOUNDATION FOR - GARAGE DOOR " COLUMN. REINF. W/ #5 @ 12" SLOPE RECESS ❑ ( .INDICATES #5 @ 32" O.C. IN O.C. EA. WAY BOTTOM is GROUT FILLED CELLS AS SHOWN AND AT CORNERS, T/CURB j,R T-0" 18'-8" OPENING AND INTERSECTIONS EL. 0,-0" TYP. ❑ _ ❑ ❑ ❑ ❑ r — 7 ❑ ❑ ❑ in ❑ ❑ 4 ❑ ❑ ❑ C❑ IMI ❑ ❑ ❑ m ❑ ❑ E] m m 2 z° , j1 12"MASONRY _ 12' MASONRYWALL m -.1., CD ° WALL �I. �: ID �I I -- - - STAIR FOOTING SEE DETAIL D/S7, 12"MASONRY F4 CONTRACTOR TO. LOCATE IN FIELD II, WALL 3,_4„ 28,_2„ 12,_8„ 55'-0„ I I I ill v I i MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 P: 321.600.0672 OR 321.574.2702 www.mkstructura l.coml Certificate of Authorization#: CA 27800 project number MK 19-212 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA Issued for date PERMITSET 02/05/2020 This document is the property of MIK Structural Engineering. MK Structural Engineering retains all rights therein, Including copyrights. It is no} to be reproduced copied in whole or In P or part. It is not to be used on any other project and is To be returned upon request. It may only be used in manner consistent with MK Structural Engineering's rights while MIK Structural Engineering Is providing services for the .specific project identified or referred to herein or extensions thereto. It may not be used for an other purpose exceptwith the v v P P express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. scale AS NOTED 9,•R x i<Y9E-:Mm'iXi seal/signature i f: 33 CH L A JIAN t: N O 6a13',i' m'o i A " E. 02 1 s 17jIT11 1 Registered Engineer Michael A. Kalalian Registered Engineer License: PE 60133 sheet number drawn by: JS checked by: MAK by MK Structural Engineering, LLC. all rights reserved WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x 36' FILE Cow I I� L Ili I - 8" MASONRY WALL, t ASONRY WALL, SEE PLAN w PLANLid o_ m. 4„ CONCRETE SLAB FORM AND POUR CURB g e :11 g m WITH (1) #5 BAR, 4" CONCRETE SLAB 4" CONCRETE SLAB '�'�DOORVERIMY W/ DRIVEWAY ° CONTINUOUS. ANTHICKENED EDGE S£E THICKENED EDGEGE: SEE PLA I,L.. . W/ #5 BAR CONT. 12" MASONRY WALL, WITH #5 BAR ° . ., ° .� ° • ° a,. ° SEE PLAN 8„ MASONRY WALL, 8" MASONRY WALL, �'i.. ';I 8" MASONRYWALL, SEE PLAN .THICKENED EDGE SEE PLAN I,' ` FOOTING WITH #5 BARS SEE PLAN GRADE ELEVATION MAY GRADE ELEVATION MAY CONTINUOUS VARY COORDINATE HEIGHT OF STEM " VARY COORDINATE HEIGHT OF STEM I,TIFF COORDINATE HEIGHT OF STEM • WALL WITH DESIRED FINAL GRADE, ° WALL WITH DESIRED FINAL GRAD ; WALL WITH DESIRED FINAL GRADE, _ Z e MAX HEIGHT OF STEM WALL IS 48" N z `MAX HEIGHT OF STEM WALL IS 48' :MAX HEIGHT OF STEM WALL IS 48" g - STEMWALL FOOTING STEMWALL FOOTING STEMWALL FOOTING ° STEMWALL FOOTING WITH (3) #5 BARS WITH (3) #5 BARS WITH 3 #5 BARS ` ' CONTINUOUS. WITH (3) #5 BARS CONTINUOUS li^ O • ° , ° CONTINUOUS. CONTINUOUS. q Y Y L 2 8" h 2,-8„ EXTERIOR WALL FOOTING (F-1) GARAGE FOOTING (F-2) EXTERIOR WALL FOOTING (F-3) PORCH DECK FOOTING ,(F4) SCALE: 1/2'=V-0" SCALE: 1/2"=V-0" - ` SCALE: 1/2"=1' 0' .SCALE: 1/2"=V-0" 8" MASONRY WALL, SEE PLAN I FORM AND POUR CURB. 8" MASONRY WALL 8 MASONRY WALL; 8" MASONRY WALL w • WITH (1) #5 BAR 'I BEYOND, SEE PLAN SEE PLAN BEYOND, SEE PLAN o— CONTINUOUS. Jp w . ¢ THICKENED FOOTING o.IY W/ CONTRACTOR THICKENED FOOTING U — THICKENED FOOTING . -THICKENED FOOTING COORD. CO RACTO O — p m ¢ W/ 2 5 BAR CONT. m W/ #5 BAR CONT. ON RECESS IF NEEDED ` W/ #5 BAR CONT. a � W/ 2 5 BAR CONT..:: ( �. a m 4" CONCRETE SLAB V IFY ! q'CONCRETE SLAB w 4 CONCRETE SLAB -4 CONCRETE SLAB:. �d >. m�a W r'—' DORM UF. > l � • � w SEE PLAN $ SEE PLAN h j SEE ELA j � SEE PLAN h ,; 8" MASONRY WALL 8" MASONRY WALL, ° 8" MASONRY WALL, ° 8" MASONRY WALL, SEE PLAN SEE PLAN SEE PLAN SEE PLAN COORDINATE HEIGHT OF STEM COORDINATE HEIGHT OF STEM T F 71717 COORDINATE HEIGHT OF STEM � � COORDINATE HEIGHT O STEM WALL WITH DESIRED FINAL GRADE, WALL WITH DESIRED FINAL GRADE, i WALL WITH DESIRED FINAL GRADE; WALL WITH DESIRED FINAL GRADE, MAX HEIGHT OF STEM WALL IS 48"�, ' MAX HEIGHT OF STEM WALL IS 48" MAX HEIGHT OF STEM WALL IS 48" MAX HEIGHT OF STEM WALL IS 48" �V_W STEMWALL FOOTING STEMWALL FOOTING STEMWALL FOOTING STEMWALL FOOTING WITH 3 #5 BARS WITH 3 #5 BARS IT. #5 BARS WITH 3 #5 BARS ° ° ° CONTINUOUS.. CONTINUOUS. . - • CONTINUOUS. CONTINUOUS. , ° ° Z-8" j, L 2'-8 �. ° 2,_8„ WALL FO - EXTERIOR WALL FOOTING F- EXTERIOR WALL FOOTING (F 5) EXTERIOR STING F-6 EXTERIOR WALL FOOTING (F-7) ( 8) SCALE 1/2'=1'-0" SCALE: 1/2'=V-0' SCALE: 1/2'=V-0' SCALE: 1 /2' =1'-0' C tERS ON PACTED FILL. SEE PLAN PLAN 8" MASONRY WALL SEE PLAN 8" MASONRY WALL -III—I FORM AND POUR CURB 4" CONCRETE SLAB SEE PLAN — THICKENED EDGE ` WITH (1) #5 BAR, .WITH #5 BAR CONT. SLOPE 12" CONCRETE WALL, III w d CONTINUOUS. - FORM AND POUR CURB -.. SEE PLAN 7 ° a ' THICKENED FOOTING - `oa • WITH (1) #5 BAR, 4I rl, #6 @ 12" O.C.00EA FACE, U ¢ Jo CONTINUOUS. I:.. VERTICAL a WL (2)#5 BAR CONT. n,sTHICKENED FOOTING w g `* 4" CONCRETE SLAB a m W/ (2)#5 BAR CONT. ' &0MILPEEL AND STICK RUBBER > TF-IICKENE.D. EDGE ....(F.-12). 4' CONCRETE SLAB o r , . MEMBRANE WATERPROOFING AC ELEVATOR PIT • SEE PLAN a HYDRO SEAL 3000 (OR SIMILAR) °' . SCALE: 1/2"=V-0 > VERIFY DEPTH _ e' ' SEE PLAN �. , .NEEDED .., •.. ' • ° . � .. #5 @ 12" O.C. EA. FACE, � :.., • J. w , . HORIZONTAL 8" MASONRY WALL, : :. FINAL a ° ' 8' MASONRY WALL, SEE PLAN GRADE : a m'. 4" DIA, PERFORATED SEE PLAN g aD (DESIGN BY SPECIALTY ENGINEER) v COORDINATE HEIGHT OF STEM :#6 BAR IN TOP AS SHOWN AT COORDINATE HEIGHT OF STEM - WALL WITH DESIRED FINAL GRADE, q ; 18" O.C. WALL WITH DESIRED FINAL GRADE, MAX HEIGHT OF STEM WALL IS 48" • • : ° - MAX HEIGHT OF STEM WALL IS 48" 4' CONCRETE SLAB STEMWALL FOOTING a ° STEMWALL FOOTING SLOPE 70P OF S�LA�B� WITH (3) #5 BARS+--r � e WITH (3) #5 BARS • ° • I •8 • ' . STEM WALL FOOTING W/ • FINAL m � ,� • ° SEE PLAN`r - • '... CONTINUOUS. ° ° ° ° •: . °. CONTINUOUS w . '. , , ° • (7)#6 BARS TOP AND _ GRADE it , . • < ° BOTTOM CONTINUOUS v - T • ° • = z (2) #5 BAR CONT. 2 8' EXTERIOR WALL FOOTING (F-;9) POOL RETAINING -WALL (F-10) ELEVATOR WALL FOOTING (F-11) THICKENED EDGE FOOTING (F-12A) SCALE. 1/2"=V-0": SCALE: 1/2'=V-0" SCALE:- 1/2"=1 -0" (USE F-7A WHERE NEEDED IN LIEU OF F-7) SCALE: 1/2"=V-0"' 8" MASONRY WALL SEE PLAN FORM AND POUR CURB SEE DETAIL G/S7 w WITH (1) #5 BAR, FOR ADDITIONAL J o CONTINUOUS. 4x4 PT WOOD INFORMATION ON 4x4 a. of THICKENED FOOTING POST POST ATTACHMENT n. m W! (2)#5 BAR CONT... N ¢ 4" CONCRETE SLAB 4x4 PT WOOD MASONRY WALL OR 3000 PSI POST ° COLUMN. j CONCRETE COLUMN ; , � ° .. SEE PLAN i FOUNDATION _ FINAL. (2)#4 BAR x 10' • ° 8 MASONRY WALL, GRADE DRILLED THRU POST IN. 2 SEE PLAN AMP • 16"Wx12"D (MIN.) FOOTING e WITH #5 BARS TOP & BTM. O COORDINATE HEIGHT OF STEM EA. WAY WALL WITH DESIRED FINAL GRADE, MAX HEIGHT OF STEM WALL IS 48" #4 BAR x 10" IN CROSS FOOTING FOR MASONRY in iv ? WALL OR COLUMN STEMWALL FOOTING ° • PATTERN FINAL' GRADE WITH (3) #5 BARS TOP AND BOTTOM :. CONTINUOUS. 44 MIN. (2)#5 DOWELS INTO ° Y POST FOOTING WA F-1EXTERIOR WALL F00 - - EXTERIOR WALL FOOTING 3 TING F 14 EXTERIOR WALL FOOTING F 15 SCALE' 1/2„=V-01, SCALE:.'.1/2"=V-0„ SCALE: 1/2"=1,-0„ i L MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 P: 321,600.0672 OR 321,574.2702 www.mkstructural.com Certificate of Authorization#i CA 27800I project number I • 01.,<„ r� R Lim 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA I issued for date PERMITSET 02/05/2020 This document is the property of MK Structural Engineering MK Structural Engineering retains all rights therein, including copyrights. It Is not to be reproduced or copied in whole or In part, it is not to be used on any other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural 9 Engineering's ri hts while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto It may not be used for any other purpose except with the, express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. P 1� revisions scale AS NOTED sheet title FOUNDATION DETAILS seal/signature ♦♦♦♦ G`_ pRAA9 �i�� ' N 133 5t" =rp, t IC' AJIAN bbYy rL E N 6 i a Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133 sheet number 0ml�� 1,00- drawn by: JS checked by: MAK by MK Structural Engineering, LIM all rights reserved. W HEN PLOTTED AT FULL SIZETHISSHEET MEASURES 24' x 36' F POU RED DECK NOTE: BEARING WALL NAIL PATTERN:: COORD. SLIDER/DOOR RECESSED THRESHOLD REQUIREMENTS 1. PLYWOOD AND SIDING: INDICATES CAST -IN -PLACE CONCRETE SECOND FLOOR POURED DECK BEAMS (FIELD) USE 8d NAILS @.12" O.C. SLAB REINFORCING (EDGE)6" . USE 8d NAILS 0 C SEE DETAIL G/S7 2. GYPSUM: ® SEE DETAIL 1 5M12 (FIELD) USE 5d NAILS @10' O.C. m (EDGE) USE:5d NAILS @7' O.C. I © d /� SIZE OF REINFORCING BAR �� ROOF NAILING .SCHEDULE: ` ®/ SLAB DEPTH LOCATION] T=:TOP ZONE 1: :'8d NAILS .@ 6" D.C. EDGE. II�SEE DETAIL E/S7 ' �_ n M=MIDDLE i u REINF: 2 CELL '8d NAILS @ 6" O.C. FIELD ` _� : d: 1 D `�. B=BOTTOM ZONE2: 8dNAILS@4"O.C.ONEDGE ®.. 9-8 S8 O SW/#5 ..FULLY GROUTED 7 ❑ -2 -.8dNAILS@4.O.0FIELD '.: ® 5 SPACINGOFREINFORCING ® a a ZONE 3: 8d NAILS @ 3"O.C. IN EDGE — :: 000.00.0.00000000000000000000.000 8d NAILS @ 3" O.C. IN FIELD a � � \ (,� 00000000000 000000000000000000 8._. ALLOWABLE FASTENERS: ®- —..:— FT1 _ o _ .q kf _ RING SHANK NAILS WITH MINIMUM DIMENSIONS ® ® o © I 0 t t J I_ a REINF. (2) CELLS W/#5 o 1, 0.113" NOMINAL DIAMETER 0 8 Z FULLY GROUTED 2. RING DIA. OF 0.012"OVER SHANK _ FT1 �... � " o q— - —�8 i. u 3.16 TO 20 RINGS ©.: © �. — — �'. _W ° 1 0-2 -4. 0:280" FULL ROUND HEAD DIA. � ®.. N �N O o A 5.:2" NAIL LENGTH H ® N - � o O FT8 FT1 1. a h (6") N. CAST IN PLACE o 1 ❑'-2�' fl _ 11 C 1 D 2 CONCRETE DECK. NOTE: a, REFER TO SHEET SICOMPONENT AND PRESSURES � -. �" � o - — FTB. -. CLADDING FOR PR FT1 5M72 — 0 L oFLOORSHEATHING RE UIREMENrt�ROOF SHEATHING REQUIRE o a ° F-r6 „ D I II -- — 3 _ FT1 _ 6 (1) LAYER 23/32"APA RATED STURD-I-FLOOR 24" OC SPAN RATED, 5/8 CDXAPA RATED PLYWOOD SHEATHING _ — — _ p : 9 1 1 CHORD; SGD RECESS � � 4 _ - ♦ LONG DIMENSION PERP TO TRUSSES LONG JOINTS DIMENSION PERE To TRusses — 0 W/ DOOR MANUF. AT SLIDER w A =END JOINTSSTAGGERED 0 �. V C END JOINTS STAGGERED a _ — _ FT9 - FASTENING SCHEDULE 0 �1• \ q = - FASTENING SCHEDULE SEE ROOF NAILING SCHEDULE — FT1 1. ALL OTHER LOCATIONS 10D COMMON @ 6" OC OCKIN - = o LTL24 n o 0 0 0 0 0000 GNOT o000000 00 000000 00000000 OooUoaoo PERIMETER R R EDGE, 6"OCINTERIOR EDGES, AND 6" OC FIELD; BLQ¢j ADHESIVE. J � _ — — - _ FT10 GLUE TO TOP CHORD OF ALL TRUSSES W/APA SPEC AFG-01 3 FT1 PRE-ENGINEERED WOOD FLOOR TRUSSESGENERAL FRAMING NOTES u 8R IF. 2 LL7D/7 S O REI . (2) C� L DESIGN BY OTHERS FT101. CONNECTORS OF EQUAL CAPACITY AND FUN FT1 A JACENT A JACEN O SG / — FUNCTION MAY BE SUBSTITUTED FOR THOSE SHOWN IN SCHEDULE _ _ = r #51F�ULLY G�OUTED 5 FUL Y GROU D '11 T� I l 11 m III 2. WORK THIS SCHEDULE WITH ASIGNED AND SEALED TRUSS DESIGN PACKAGE8 ' 2,I PROVIDED BY THE TRUSS MANUFACTURER. N j ORD. Y CUR IREQUI MENT _ FT10 • • �IIQ �M II -II II L FT1 W�TH CON �F�CT OF — 3. ALL CONNECTION HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. �,, PRE-ENGINEERED I' WOOD FLOOR TRUSSES J L FT10 " DESIGNED BY, AND SUPPLIED BY THE TRUSS MANUFACTURER. 4. TRUSS TO TRUSS CONNECTIONS SHALL BE DES DESIGN BY OTHERS — FT1 — 5. 2x PLY OF BLOCKING LL 1 MAY BE USED FOR SHIMMING PURPOSES WHERE REQUIRED BY CONNECTOR WIDTH. N AO FT10•� M .. $. CAPACITY REPRESENTS THE MANUFACTURER'S LOAD RATING FOR THE CONNECTOR. o F — PRE-ENGINEERED — O THIS VALUE HAS NOT BEEN INCREAS�D BY 33 . J — — — = J I I 1i'VIJOD FLdOR TRIII�SES .III 'I U 7 ALL LVL AND.GLULAM BEAMS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER FOR THE LOADS SHOW ON THIS DRAWING. I' - ESIG N Y OTH S �. FT10 : I FT1 — J .� TRUSS CONNECTOR. NOTE — — — 1 1. TRUSS TO MASONRY CONNECTORS L FT1 -ORSWITH NO IDENTIFYING MARK ARE SIMPSON HETA16 w/ (9) 10d(UPIIFT < 1,810 IbsJ A � — — —._. _ — 0 2. TRUSS TO WOOD FRAME CONNECTIONS WITH NO IDENTIFYING MARK ARE SIMPSON MTS12 w/ 14 1 P < — FT1— ( ) 0d (U LIFT 990 Ibs.) 1_ n — — 1 ❑ 2 — — — — II II INSTALL WHERE INDICATED. 1 ( - 8'_2d I I III REINF.(3)CELLS W/#5 O QO21 _FULLY GROUTED SIMPSON HETA16 L F_T10 FT1 (2) SIMPSON MTS12 � I �SIMPSON HGUS28-2 w ..,y. — — — n 1. El 2° 1 0'-2" W116D X 34" NAILS & (8) a'X2 4" TAPCONS FFT11 O 2 ,,.a. O O ` _ _ — _ FT10 1 ❑'- 2'I TO MASONRY — — — — ® (2) SIMPSON HTS20 j ❑ '"" V', 3 LT L24 8 N REINF. (3) CELLS W/ #5 =FT6 Q TF3 WOOD TRUSS BRACINGJ,. .._FT2 FULLY GROUTED CB-6 NOTES r h — L1 1. TEMPORARY BRACING OF PRE-ENGINEERED C E TRUSSES IS THE RESPONSIBILITY OF THE TRUSS ERECTOR AND SHALLBE IN U OPEN ACCORDANCE WITH HIB-91 BY TH T 8I E RUSS PLATE INSTITUTE.2. PERMANENT BRACING SHALL BE PLACED AT LOCATIONS REQUIRED ON THE TRUSS SHOP DRAWINGS, NOT TO EXCEED 20'-0" AND —FT2 — — 1 jn I : I : N SHALL MEET THE FOLLOWING MINIMUM CRITERIA:ILL ' "— `— •I U M _M a. 1x4 CONTINUOUS LATERAL BRACING (Cl PLACED FLAT AGAINST THE TRUSS 1. 0'-2" MEMBER IT IS BRACING. - _ _ _ FT6 b. (2) 16d NAILS AT. EACH INTERSECTION BETWEEN CLB AND TRUSS MEMBER.- 8 -2 PRE-ENGINEERED c. LAP Cl WHERE REQUIRED, 7-0" MINIMUM. FT2 WOOD FLOOR TRUSSES 3. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO APPLICATION OF TRUSS - tl. — _ _ _ — FT6 DESIGN BY OTHERS I 1 1_ ❑ AO 1 '_ 2" DESIGN LOADS.. N O. H L FT9 Hi BEAM SCHEDULE : INDICATES TRUSS BEARING HEIGHT (TOP OF BEAM) RELATIVE TO THE MAIN HOUSE FIRST FLOOR. FINISH FLOOR. SYMBOL BEAM SIZE REBAR STIRRUPS LINTEL BOND BEAM SEE DETAILC/S6 N/A .. LINTEL BOND BEAM (1)#STOP (1) #5 BOTTOM N/A 8"x16" CONCRETE TIE BEAM (2) #5 TOP (2) #5 BOTTOM #3 @ 16" 0 0 0 0 0 0 CONCRETE BEAM .SEE SCHEDULE SEE SCHEDULE : 12" MIN. x16 CONCRETE TIE BEAM (2) #5 TOP (2) #5 BOTTOM #3 @ 16" STRUCTURAL FRAMING NOTES OA DOUBLE 2X8 PT LEDGER FASTENED TO MASONRY (OR CONCRETE) 'TIE BEAM W/ 5/8" J-BOLTS (MIN 5" EMBED) @ 24" OC STAGGERED (12" O.C. NET), TO SUPPORT WOOD TRUSSES (OPTION TO USE EXPANSION ANCHOR) OB 2x8 PT LEDGER, FASTENED TO MASONRY WALL W/ 5/8" J-BOLTS (MIN 5' EMBED) @ 32" O.0 STAGGERED (16' O.C. NET) TO SUPPORT SHEATHING EDGE. (OPTION TO USE EXPANSION ANCHOR) NOTE: COORDINATE WITH ARCHITECTAND/OR CONTRACTOR ON ALL DOOR/WINDOW REQUIREMENTS FOR ITEMS SUCH AS; - MASONRY OPENING SIZE, SLAB RECESS, LOCATION IN WALL Al ABOVE SLAB MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 3205 P: 321.600.0672 OR 321.574.2702 www rnkstructural.con", Certificate of Authorization#: CA 27800 project number MK 19-212 ROAF RESIDENCE 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA C issued date II PERMITSET 02/05/2020 i _ I This document is the property of MK Structural Engineering. MK Structural Engineering retain& all rights }herein, Including copyrights. It is not to be reproduced or copied in whole or In art. It Is not to be used don any other protect and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering Is providing services for the specific project identified or referred to herein or extensions }hereto. It may not be used for an other purpose except with } Y n P P i he express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. revisions item description date e I II, scale AS NOTED sheet title SECOND FLOOR FRAMING PLAN I I I i I' seal/signature \\\\111111//7 i 433 =Gli e ICH L AJIAN , '^ W L E N #6a i A F � I n 0 R� .�� gyp �... �♦♦- Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133 sheet number S3 drawn by: JS checked by: MAK by MK Structural Engineering, LLC. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"NLM WOOD ROOF TRUSS - DESIGN B (2) s/' PLYWOOD T .PLATES AT RADIUS W AT STRAIGHT WALL USE TOP & BOTTOM PLAT TO Y OTHERS SIMPSON MTS12 TWIST STRAP EACH SIDE 2X6 BETWEEN II \\\\\ TRUSSES MT 1 T SIMPSON S 2 TWIS WOOD TRUSS. -. STRAP EACH SIDE DESIGN BY OTHERS I I BOTTOM CHORD SIMPSON MTSS12 TWIST OF WOOD TRUSS. - SIMPSON LUS26 STRAP EACH SIDE DESIGN BY OTHERS SIMPSON SPH6 OR SPH8 i.. 2X TOP & (2) %' PLYWOOD TOP & - BOTTOM PLATES. PLATES 2X6 OR2X8 FRAME 2X6 OR 2X8 FRAME I WALL AT 16" O.C. MAX. SPACING ' PLYWOOD SHEATHING WALL AT 16" O.C. MAX. SPACING PLYWOOD SHEATHING SEE PLYWOOD SHEATHING SEE PLYWOOD SHEATHING NOTE NOTE (4) %4" PLYWOOD BOTTOM. PLATES. SIMPSON SPH6 OR SPH8 R4 SIMPSON SPH6 OR SPH8 � VARIES - VARIES - SIMPSON SPH6 OR SPH8 SEE PLAN (2) ix PT UNDER BOTTOM SEE PLAN - - PLATE. 1j'x1i"ALUMINUM SASH 2X6 OR 2X8 AT BOTTOM. EVERY OTHER STUD. TO „ 1„ 1}x18 ALUMINUM SASH VINYL FRAME WALLAT BUTT GLASS ALIGNW/CONNECTION VINYL 'TEMPEREDGLASS DESIGNED BY 16" O.C. MAX SPACING OF TOP PLATE TO TRUSS 7TEMPERED GLASS DESIGNED BY SPECIALTY ENGINEER SPECIALTY ENGINEER WALL DETAIL PARALLEL TO TRUSS PERPENDICULAR TO TRUSS A SLIDING GLASS DOOR FRAME DOWN DETAIL INDICATES CAST -IN -PLACE CONCRETE __- SCALE 1 °=1 "-0� SLAB REINFORCING POURED DECK NOTE:.: 5M12 COORD. SUDER/DOOR RECESSED THRESHOLD REQUIREMENTS AT SIZE OF REINFORCING. BAR THIRD FLOOR POURED DECK BEAMS DRILL HOLE FOR #5 VERT 2 ❑'-4° SLAB DEPTH LOCATION NOTE: a,. REFER TO SHEET S1 COMPONENT AND CLADDING FOR PRESSURES T=TOP E M= MIDDLE 1 II 12" SQ. MASONRY .REINF: (2) CELLS W/ #5 .DRILL HOLE FOR #5 VERT. S8 PEDESTAL REINF. v U U B=BOTTOM 2 1- 1 O FULLY GROUTED SPACING OF REINFORCING W/ (4) #5 VERTICAL 2 2'_4" L24 CB-4 LTL7 6S C11ELL , �,. II II ii ° - F6 REINFII(2) CELI4} W/#5 12" SQ. ASONRY °- C12 FULLYGR�UTED ° �� �� _ ' _ FT8 PEDESTAL REINF. o UI W/ (4) #5 VERTICAL 221_4u o O 22 4n H� �fi" IN.C� N �. �.... o N — — — J ( )M ASTINPLACE T18 CONCRETE DECK -m ° .L o FTB 5M12 - M- - - - Q �`. ° — Tts ° 22 411 22'-4' o O w FT16 O o �p 221 14"— T20 o - ��. w AT SLIDE _� v y _O = a FT17 (1) COURSE OF 8" U ° - W_ --�: BLOCK REINF W/#5 FULLY o CB-3 T21 GROUTED @ 21'-D" A.F.F. . o 0 0 0 00 0 07 -> • '-" - � - o o00000 0 - 3 r PRE-ENGINEERED T22 ' N _ _ _ L24 ABO JE SG WOOD FLOOR TRUSSES H PRE-ENGI ERED' �.- - - pp �7Q - -$$ - - - - - DESIGN_BY OTHERS _FT18 -1 WOOD ROOF RUSSES III I C WD OOh RECEMANlYf1.` T22 DESIGN B THERS - B III II II II II IL II II II — FT18 FLOOR SHEATHING REQUIREMENTS ROOF SHEATHING REQUIREMENTS STRUCTURAL FRAMING NOTES — - N T T22 I - PA RATED.STURD-I-FLOOR 24" OC SPAN RATED 5/8" COX APA RATED PLYWOOD SHEATHING DOUBLE 2X8 5/ LEDGER, FASTENED E MASONRY (OR G CONCRETE) __ __ <0 (1) LAYER.23/32 A � T TRUSSES O .TIE BEAM W/ SUPPORT J-BOLTS (MIN 5" EMBED) @ 24" OC STAGGERED (12".. , ' ' � -: �....� - -.LONG DIMENSION PERP TO TRUSSES : - LONG DIMENSION PERP O � - END JOINTS STAGGERED O.C. NET), TO SUPPORT WOOD TRUSSES (OPTION TO USE 2D -4 2 2 -4 -'- - END JOINTS STAGGERED EXPANSION ANCHOR) " - '' ,I:: TlrIE BEAM J T22 - FASTENING SCHEDULE ,- - . ,_ -FASTENING SCHEDULE 2x8 PT LEDGER, FASTENED TO MASONRY WALL W/ 5/8" J-BOLTS (MIN - --- _ - � 1. ALL OTHER LOCATIONS 1OD COMMON @ 6 OC SEE ROOF NAILING SCHEDULE B �. h{ N h hI - - —�r- O 5. EMBED) @ 32.O.0 STAGGERED (16 O.C. NET) TO SUPPORT - _ _FT18 ' PERIMETER EDGE, 6" OC INTERIOR EDGES, AND 6" OC FIELD, BLOCKING NOT N N PRE-ENGINEERED - - - - In - GLUE TO TOP CHORD OF ALL TRUSSES W/ APA SPEC AFG-01 ADHESIVE SHEATHING EDGE. (OPTION TO USE EXPANSION ANCHOR) T22 IJ' P III ( I SNOOD dL00R TF'V1SSES I I ; I III ,q t0 r < _ DESIGNBY OT RS C ' FT18 (1) COUPE OF 8' U 0 PJ GENERAL FRAMING NOTES N ' BLOCK REINF W/#5 FULLY r SEE DETAIL F/S8 �j 1. CONNECTORS OF EQUAL CAPACITY AND FUNCTION MAY BE SUBSTITUTED FOR THOSE SHOWN IN SCHEDULE T22 J GROUTED @ 21'-0" A.F F. j u, ,n P w N ur ut w I_n r_n v L _ _ _ _ TF5 2. WORK THIS SCHEDULE WITH A SIGNED AND SEALED TRUSS DESIGN PACKAGE PROVIDED BY THE TRUSS MANUF ACTURER. J IZ 1 I-i L IL ri IZi ': tZ ri. L: LF r, r I, r - n r r r = T22 11 L d III N AND E TION HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS 3. ALLCONN C ' Il\ III RECOMMENDATIONS 4, TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY, AND SUPPLIED BY THE TRUSS MANUFACTURER. T22 _ - U 2 2 ^4 T/TIE BEAM q' I q 5. 2x PLY OF BLOCKING MAY BE USED FOR SHIMMING PURPOSES WHERE REQUIRED BY CONNECTOR WIDTH O O 3 I O U REINF. FIRST TWO CELLS O. - _ O OPENING — ._ LOAD RATING FOR THE CONNECTOR. THIS VALUE HAS NOT BEEN INCREASED BY33/o. -- - -�, - - - •...- THEMANUFACTURERSLO .._ _ . _.. � � �z;-_s •.......,.-. : - �0. 6 CAPACITY REPRESENTS .. �...� - ... .. aJW/ #5 VERT. EA. CELL -.. -� UI�iQ HOW N THIS DRAWING.._ i� S O 7. ALL AND GLULAM BEAMS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER FOR THE LOADS TRUSS CONNECTOR NOTE J6 — = T35 B N OPEN 30° N IDENTIFYING MARK ARE SIMPSON HETA16 w/ 9 10d UPLIFT < 1 ,810 lbs. I� 1 1. T 3 w o 1 TRUSS TO MASONRY CONNECTORS WITH O -(9) ( ) I J }. U a < T36 REINF. FIRST TWO CELLS PLIFT 9901bs. - _ _ . _,. 2. TRUSS TO WOOD FRAME CONNECTIONS WITH NO IDENTIFYING MARK ARE SIMPSONMTSI2 w/:(14) 10d (U ) - - �I I I I 1 I I H Z � o.. z ADJACENT TO OPENING INSTALL WHERE INDICATED - N �. N N ry N N a M M 12 M _ ,I J O 2 O 10 (2) SIMPSON tiETA16 :' F- F- I -II ? . I ,p. I m I- o W/ #5 VERT. EA. CELL `�` B 20U) OZ (2) SIMPSON MTS12 C20 _ T37 b '.{ U LC 03 SIMPSON HGUS28-2 J > \ ¢ _ .I O (1) COURSE OF 8" U II W/ 16D X 3� NAILS & (8) X2 TAPCONS C15 - _ T38 a 1j _J. I I BLOCK REINF W/#5 FULLY 22 _-4 TO MASONRY - - �- - o o - GROUTED @ 21'-0" A.F.F. T/TIE BEAM ® (2) SIMPSON HTS20 II II - II II II II II II II II II II z'-4" WOOD TRUSS BRACING NOTES C14 P E-ENGIIRUSSE ERED T38 I=- 6 co r w WOJD ROOII = _ ,..I CB-6 A DE L N BY RS LTL24 1. TEMPORARY BRACING OF PRE-ENGINEERED TRUSSES IS THE RESPONSIBILITY OF THE TRUSS ERECTOR AND SHALL BE IN -I �- U U %t G THE - ACCORDANCE WITH HIB-91 BY THE TRUSS PLATE INSTITUTE. Q; `: •'.. -- E HE TR S SHOP DRAWINGS NOT TO EXCEED 20'-0" AND _ _ - 2: PERMANENT BRACINGSHALL BE PLACED AT LOCATIONS REQUIR D ON T US Tgg 2 T 2 1-1/4 SHALL MEET THE FOLLOWING MINIMUM CRITERIA: - - T34 I I II II 1 I n 0 O J3 a. 1x4 CONTINUOUS LATERAL .BRACING .(CLB) PLACED FLAT AGAINST THE TRUSS L. 1 I II II. Ij T39 - J3 MEMBER T S BRACING. PRE-ENGINEERED I u b. (2) 16d NAILS AT EACH INTERSECTION BETWEEN CLB AND TRUSS MEMBER.. v J5 - II 2 O -4 II c LAP CLB, WHERE REQUIRED, 2'-0" MINIMUM. WOOD ROOF TRUSSE - C14 T39 DESIGN BY OTHERS BEAM SCHEDULE: INDICATES TRUSS BEARING HEIGHT (TOP OF BEAM) RELATIVE TO THE MAIN HOUSE FIRST FLOOR FINISH FLOOR. SYMBOL BEAM SIZE REBAR STIRRUPS LINTEL BOND BEAM SEE DETAIL C/S6. N/A 8"x16' MASONRY BOND BEAM (1)#5TOP (1) #5 BOTTOM N/A I WOOD FRAME BEARING WALL ..SEE DETAIL C S7 N/A 8"x 16' CONCRETE TIE BEAM (2) #5 TOP (2) #5 BOTTOM #3 @ 16" 0 0 0 0 0 o CONCRETE BEAM SEE SCHEDULE. SEE SCHEDULE 12"x16" MASONRY BOND BEAM. (2) #5 TOP (2) #5 BOTTOM N/A MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIEBLVD SUITE 201 MELBOURNE, FL 32935 P: 321.600.0672 OR ,321,574.2702 www.mkstructural.com Certificate of Authorization#: CA 27800 project number MK 19-212 ROAF RESIDENCE 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for i date PERMITSET 02/05/2020 This document is The property of MK Structural Engineering. MK Structural Engineering retains all rights therein; including copyrights. It is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. It may only be used in a manner .consistent with MK Structural Engineering's rights while MK Structural Engineering Is proylding services for the specific project identified or referred to herein or extensions thereto. It may not be used for an other purpose except:with the Y Y P P express written agreement of; and compensation To, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. revisions item description date scale AS NOTED sheet title THIRD FLOOR FRAMING PLAN am seal/signature i `.�G e \\CEN �7, 133 =� •a H JIAN G. #eola i� T r zo 3 DESIGN LOADS. PERMANENT BRACING MUST BE IN PLACE PRIOR TO APPLICATION OF TRUSS 2 0'-4" Th - �-�s z❑ 4 1 I T39 LTL 1 65 - I- I- f- H C11 /l l l l l 11\\ Il I I� II II 11 II II II II II _ _ LT 4 z LT 6 1 1 g �`IIY II a Bl Too 1 TLz4 Registered Engineer: Michael A. Kalajian 4 � � M DRILL HOLE FOR #5 VERT. EXT. WOOD FRAME BEARING WALL, SEE DETAIL C/S7 NOTE: ALL LEDGERS AT 22'-1" (TOP) UNLESS SCAB ON 2X4 SP N0.2 TO TOP CHORD NOTED OTHERWISE OF TRUSS, FASTENED W/ (8) 8d NAILS " MIN., FASTEN TO WOOD FRAME WALL W/ MTS12. TYPICAL - i <THIRD FLOOR FRAMING PLAN INTERMEDIATE TIE BEAM $Z 4 TYPICAL U.N.O. 241-4" C7 �� III III III 1 Ili S Registered Engineer License: PE 60133 try N C4 20' 4° sheet number C3 241 " S4 U drawn by: JS checked by: MAK by MK Structural Engineering, LLC. all rights reserved. S 6. SCALE: 1 /4"— 1 I_DII WHEN PLOTTED AT FULL SIZE THIS SHEET MEA BEARING WALL NAIL PATTERN: 1, PLYWOOD AND SIDING: - (FIELD) USE 8d NAILS @"12" O.C. DRILL HOLE FOR #5 VERT. (EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM' --- :. (FIELD) USE 5d NAILS @ 10" O.C. I (EDGE) USE5d NAILS @ 7" O.C. 3 t ROOF NAILING SCHEDULE: ® L24 �.— „ ,II. �.., f II m 1. 'NAILS 6 O.C. G ........ .. ZONE Sd @ --.�—::�---�.,:.—,--.—.—.—.—,—.---:—.—.—.—.�—.—.—��_._.._. ..... /� Sd NAILS@6"O.C. FIELD T �� d I '. C7 ,. „ II II 1 ZONE 2. 8d NAILS @4 O.C. ON EDGE ® ® 3 I I I 6d NAILS @ a O.C. FIELD I ce a II II II III ® a II II ZONE 3. 8d NAILS 3 O.C. ON EDGE Sd NAILS. @ 3 O.C. IN FIELD a 3 2 O m a ' I 4 ALLOWABLE FASTENERS:.:.: \ ®�:. : 3.z'_�° \ 32j-0O i RING SHANK NAILS WITH MINIMUM DIMENSIONS © '; C8 © © © = III II; II _ 1.0.1.13 NOMINAL DIAMETER @ � -� -. C5 " HANK '. 2.RINGDIA:OF0.012 OVERS 3.16 TO 20 RINGS 0 FRAME DOWN AT EXTERIOR SLIDER,- 4:'0.280" FULL ROUND HEAD DIA ® ® - SEE ETAIL S4 - TY ICAL A CH I II II II 11 II II II III 5. 2" NAIL LENGTH J1 EXTERI R COV ED BA ONY A j A i_ n < tk 32 O NOTE. a, REFER TOSHEET .S1 COMPONENT AND CLADDING FOR PRESSURES rL III �\1 — _ J1 SHEATHING REQUIREMENTS I.: ROOF 4 I _ — f If II Ih`, l�' --- II _ II --I— ------ — — — — II it II III - I J1 1 � 11— II -, — — A 5/B.CDXAPARATED:PLYWOODSHEATHING .. .. .. ,.. - _. _._„ ...., -- -- LONG DIMENSION PERP TO TRUSSES II — — - -`END JOINTS STAGGERED — — J1 FASTENING SCHEDULE - J1 00 71 SEE ROOF NAI LING SCHEDULE GENERAL FRAMING NOTES J1A _ III II II II � A1. CONNECTORS OF E61lAL CAPACITY II II II 11 II II _ AND FUNCTION MAYBE SUBSTITUTED FOR THOSE SHOWN IN SCHEDULE J1A _ PRE-ENGINEERED \ I III WITH A SIGNED AND SEALED TRUSS DESIGN PACKAGE PROVIDED BY THE TRUSS MANUFACTURER. 1 2. WORK THISSCHEDI�L-� J1A WOOD ROOF TRUSSES ', DESIGN BY OTHERS — A 3 ALL CONNECTION FIAIRDWARE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND I .RECOMMENDATIONS. I J1A — — Il c II II II I NECTIONS SHALL BE DESIGNED BY, AND SUPPLIED BY THE TRUSS MANUFACTURER. _ - -III - — — J1 4 TRUSS TO TRUSS CEF' III III O ,- N a _ ,a ea m II II II III ill II II II II II REQUIRED BY CONNECTOR WIDTH. MAY BE USED FOR SHIMMING PURPOSES WHERE. QU N V` 5. - 2z PLY OF BLOCKINb'' � H- H-- ROOF BELOW J1A /o. I II I II N J1 6. CAPACITY REPRESENTS THE MANUFACTURER'S LOAD RATING FOR THE CONNECTOR. THIS VALUE HAS NOT BEEN INCREASED BY 33 I L I- 7. ALL LVL AND GLULAM .BEAMS SHALL BE. DESIGNED BY THE TRUSS MANUFACTURER FOR THE LOADS SHOW ON THIS DRAWING. J1A it TRUSS CONNECTOR NOTE 32 ❑ TRAY TOP AT32'6"AFF — cio `I II II II II II II 1 1. TRUSS TO MASONRY CONNECTORS WITH NO IDENTIFYING MARK ARE SIMPSON HETA16 w/.(9) 10d (UPLIFT < 1,810 lbs.) - _ J1 �� III II I I i. III 2. TRUSS TO WOOD FRAME CONNECTIONS WITH NO IDENTIFYING MARK ARE SIMPSON MTS12w/ (14) 10d (UPLIFT < 990 lbs.)— INSTALL WHERE INDICATED: �. (2) SIMPSON HETA15 C9 " J1 �.(2) SIMPSON MTS12. .. �SIMPSON HGUS28-2 C7 W/ 16D X 3>" NAILS & (8) a'X2 4' TAPCONS 1 J1 TO MASONRY '.'. L L _ ® (2) SIMPSON HTS20 LTL 24 — — 1 — — 1 T14 WOOD TRUSS BRACING NOTES 1. TEMPORARY BRACING OF PRE-ENGINEERED TRUSSES IS THE RESPONSIBILITY OF THE TRUSS ERECTOR AND SHALL BE IN U - J ACCORDANCE WITH HIB-91 BY THE TRUSS PLATE INSTITUTE. 2. PERMANENT BRACING SHALL BE. PLACED AT LOCATIONS REQUIRED ON THE TRUSS SHOP DRAWINGS, NOT TO EXCEED 20'-0" AND " 3 2 "� I- T16 SHALL MEET THE FOLLOWING MINIMUM CRITERIA : — a. 1x4 CONTINUOUS LATERAL BRACING.(CLB) PLACED FLAT AGAINST THE TRUSS DRILL HOLE FOR #5 VERT. MEMBER IT IS BRACING... - '' " b. (2) 16d NAILS AT EACH INTERSECTION BETWEEN CLB AND TRUSS MEMBER. T17 'c. LAP CLB, WHERE REQUIRED, 2'-0".MINIMUM. C8 C5 3. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO APPLICATION OF TRUSS DESIGN LOADS... '[32�-0�� CIS C4 32�-0u .n. ,r- BEAM SCHEDULE : INDICATES TRUSS BEARING HEIGHT (TOP OF BEAM) RELATIVE TO THE MAIN HOUSE FIRST FLOOR FINISH FLOOR. SYMBOL BEAM SIZE REBAR STIRRUPS LINTEL BOND BEAM < SEE DETAIL C/S6 N/A 8NIT MASONRY BOND BEAM (1) #5 TOP (1) #5 BOTTOM N/A CONCRETE BEA SEE SCHEDULE SEE SCHEDULE MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 P: 321.600.0672 OR 321.574.2702 www.mkstructural.com Certificate of Authorization#: CA 27800 project number MK 19-212 I O®AF RESIDENCE 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for date PERMIT SET 02/05/2020 This document is the propertyof MKStructural Ehgineenng. MKStructural Engineering retainsall rightstherein, including copyrights. It is not to be reproduced or copied in whole or In part. It is not to be used on other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified orreferred to herein or extensions thereto. Itmaynot be used for any other purpose except with the express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright lam. scale AS NOTED sheet title ROOF FRAMING PLAN seal/signature Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133 sheet number S5 drawn by: JS checked by: MAK by MKStructural Engineering, LLC. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36 LE COPY CONTINUE 12" CONTINUE 8" - .. •,a,-•.•. MASONRY WALL---.-.y MASONRY WALL ABOVE, SEE PLAN ABOVE, SEE PLAN ••" 2COURSES OF 2 COURSES OF 12 BLOCK -.:.. 1, 8" U BLOCK REINF REINF W(2)/#5 WI#5 FULLY N GROUTED FULLY GROUTED •. N ..• ; r ! .,...�' EA. COURSE ... ! PRECAST LINTEL PRECAST LINTEL PRECAST LINTEL U REINF W/(2)#5 REINF WI(1)#5 REINF W/(2)#5 PRECAST LINTEL Q STRIP FOOTING REINFORCING .' OUTSIDE CORNER BARS SAME REINF W/(1)#5 m CONT. THROUGH PADS ,', v SIZE & N0. AS HORIZONTAL II - �7 �'7 �y TERMINATE ALL VERT REINF 1 L I G S LT L 2 4 12 LT L G 4 :.. 2"X4"KEYWAY LAP SPLICE - Al 90° HOOK INTO TIE BEAM LAP SPLICE REINFORCING 1 2 LT L 1 6 S LT ° LINTELS W< a _a rw ° < ° .., a, ° o4 4 ° ° CONTINUE TIE BEAM REINF cc a a. y [ a. 3/16'X V SAWCUT JOINT ATA MAX SPACING OF '° - 1 a - #5 VERTICAL REINF 15'-0" X'16-0". CUT AS SOON AS POSSIBLE AFTER I,:. ,_ g 4 FIBERMESH OE WAIF ' ADJACENT TO ALL OPENINGS : ° i a TYPICAL HORIZONTAL a.: " TROWELING. FILL JOINT WITH LIQUID SEALER CONCRETE SLAB ON GRADE U - REINFORCING PAD REINFORCING ° w : 1— • - � ° g a — -- — --- --- — =' N a PLAN AT PAD ° ll MI „ a. TAL REINFORCING e P TYPICAL HORIZONTAL PRESTRESSED CONCRETE N8 0 ° SOIL SHALL BE. CLEAN GRANULAR FILL .: LINTEL, SEE SCHEDULE FOR REINF MATCHING DOWELS FOR m '... • » MECHANICALLY COMPACTED TO 98%MAX. DRY - : VERT REINF ' DENSITY. b. .. #5 VERTICAL REINF CORNER N T E R S E C T B ®N S S ADJACENT TO ALL OPENINGS FOUNDATION / i ITYPICAL PRECAST LINTEL IN TYPICAL_ MASONRY . - I � G HORIZONTAL REINF CONCRETE BEAMS AND FOOTINGS T MASONRY WALL o WALL REINFORCING A TYP. HOR1Z0 � a I, `TYPICAL SAWCUT JOIN c SCALE 3/4"-1'-0" SCALE 1 =1,-0„ SCALE, 1/2"-1,_0" _ i ! J, i 6".FROM CORNERS (TYP) 12' O.C. MAX. SPACING F CELL ADJACENT - PRECASTLINTELOR. REINF C HORIZONTAL TOP)JAMB - CONCRETE BEAM Too W/#5.-� a FULLY GROUTED O HORIZONTAL (TOP) JAMB °s Z SCALE 1/2"=1'-0" TAPCONS INTO GROUTED N e MASONRY SEE WINDOW AND a' .FURRING STRIP FURRING STRIP - `DOOR BUCK DETAILS DRYWALL _ c� 2X6 PT WOOD JAMB FASTENED DRYWALL #51N FULLY GROUTED CELLS ADJACENT TO OPENING AS 2 #51N FULLY GROUTED CEL S ADJACENT TO GARAGE WI SHOWN. - #51N FULLY GROUTED CELLS ADJACENT TO OPENING AS t" DOOR OPENING AS SHOWN 2X6 PT WOOD JAMB FASTENED I ' •B LT r"" UARE 1"x4" PT BUCK STRIP DOOR FRAME SHOWN %58 J 0 SW aQ -. ^ PT BUCK _.._..;_....: - �� W/ f WASHER 518" J-BOLTS W/2" SQUARE - - — --... DOOR d WASHER CONCRETE POUR ° ,�.(L-I ... _< ..,.:_ :.. 1l2 rn 2X6 VERTICAL JAMB ca WINDOW --` -- _ ---- = E D R ---- -` -- — - SILL REINF W/#5 OR °� .,". m I 2X6 VERTICAL JAMB (SAME SPACING ON BOTH N SAME SPACING ON BOTH SE OO FOR FASTENING PRECAST SILL 2X6 PT WOOD JAMB FASTENED JAMBS) o ( SEE IMNDOW MANUF JAMBS) : SPECS FOR FASTENING W/ 5/8" J-BOLTS W/2" WASHER �' 2x6 PT BUCK STRIP 1/4"x3-1/4"TAPCON SPACED I4"OC AND STAGGERED- SPACED 16" OC - MINIMUM OF 4 AS NEEDED 1/2" TO 39' FULL SHIM CAN (MIN 1-1/4" PENETRATION INTO CONCRETE) (MIN EMBED 5") HARD CASE NAILS @ 14" O.C. BE EN 2X6 AND ADDED PC MASONRY WALL, TAON LENGTH ' JAMB BRACKET TO BE FASTENED TO WOOD 2X6 JAMB W/ MANUFACTURER'S SPECIFICATIONS NOTE: SHOULD BE INCREASED PER MANUFAC U R S S NOTE ✓ 1: DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS. ACCORDINGLY MAINTAIN PROP%R 1. DESIGN ADEQUATE FOR 90 SQUARE FOOT OPENINGS. v PENETRATION 2. WINDOW FRAME FASTENED TO BUCK PER 2, DOOR FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. MANUFACTURER'S RECOMMENDATION. WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN.ACCORDANCE WITH THE MANUFACTURERS RECCOMENDATIONS TO WITHSTAND THE COMPONENT AND CLADDING DESIGN PRESSURES SPECIFIED iN THE GENERAL NOTES AND SHALL BE .'. - s s PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED � IMPACT RESISTANT. . Ns '•", t;».; �a T-0".GARAGE DOOR 8'-0" GARAGE DOOR TYPICAL WINDOW AND E DOOR BUCK FASTENIcNG ; o F TYPICAL GARAGE DOOR BUCK DETAIL WINDOW BUCK DETAIL H DOOR BUCK DETAIL SCALE 1"=1'-O" SCALE C_-l'-0 SCALE SHEATHING TO BE FASTENED W/ SPECIFIED roof pre-fab. FASTENERS AT 4' OC AT VALLEY OF ovedremin trusses OVER -FRAMING - 9 - CONDITION #1: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF. 2X10 RIDGE - THE TRUSS. SIMPSON H2.5 CLIP (2) EA RAFTER @ 16" BOARD SIDE OF RIDGE TO PLATE CC FASTEN RAFTER TO COLLAR TIE W/ (4)16D - REPAIR: NO REPAIR NECESSARY. 2X6 COLLAR TIE NAILS CONDITION #2: STRAP IS S. TO 1-1/2" AWAY FROM EDGE OF - THE TRUSS.. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. SIMPSON.LUS210 BEAM 2" HAND RAIL MOUNTED TO WALL SET CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM. EDGE TOE NAIL RAFTER TO TOP HANGER : AT 36" ABOVE STAIR TREAD OF THE TRUSS. PLATE W/ (3)10D COMMON NOTE: MINIMUM. HEADROOM IN ALL PARTS AND FASTEN WI SIMPSON H2 5 - CLIP OF STAIR WAY SHALL BE A MINIMUM OF REPAIR: PER DETAIL SHOWN USE STRAP TO MEET _ _ MASONRY TIE BEAM (2) 6'-8" MEASURED VERTICALLY FROM UPLIFT REQUIREMENT STATED IN TRUSS COURSES SLOPED LINE FLOOR SURFACE ENGINEERING SHOP DRAWINGS 2X6 PLATE FASTENED TO s. ° NOTE: ALL FLOORING FINISH ill-i0, SHEATHING W/8D RING SHANK ; z SELECTIONS BY BUILDER Il- NAILS-2 ROWS 4' OC AND (3) 16D f �j; ._^ 2 Z- TYPICAL 314" PLYWOOD PLYWOOD ROOF SHEATHING, - COMMON AT EA CROSSING OF AN 3 qa g NOTE: TO SUM OF TWO TREADS SEE FRAMING PLAN a .. PLUS I RISER MUST BE �(TYPICAL) UNDERLYING TRUSS MASONRY TIE BEAM (2) n a COURSES - w - BETWEEN 24 AND 25 PER - - q. y ° CODE FINISH MATERIAL SP N0.2 WOOD SHIM, FASTEN TO TRUSS WITH. OPTIONAL: STRAP EA END EA RAFTER THROUGH - - e: NOTE: FINISH TREAD WIDTH MINIMUM (4) tod NAILS. SHEATHING TO UNDERLYING TRUSS W/ MIN 12' -- - OF 10"MINIMUM - SIMPSONI8 GA STRAP W/ MIN (10)12D COMMON RAFTER SPAN , - - - NAILS - .. w Blocking not _ 2" X 12" STRINGER shown for clarity IF VALLEY SETS PROVIDED FASTEN EA END EA : TRUSS TO UNDERLYING TRUSS W/18 GA 18"STEEL M BEYOND STRAP (FASTEN W/ If 0)1OD COMMON NAILS) ', LGT2 MTSM1 ' 1 X 10 TRIM similar) 2 CONTINUE VERTICAL 1"X 8" RISER PAINTED BEYOND Hill MAX RAFTER SPANS AT 16" O.0 REINF AND HOOK 90° - - _::, H705 i RIP TO FIT #5 REBAR N0.2 S P-F ' INTO TIE BEAM - CONDITION 2 MODEL NO. ALLOWABLE LOADS FASTENERS STRAP UPLIFT F1 F2 MASONRY 'RAFTER/TRUSS '. HM9 760 670 190 (5). 1111/4"TITEN2 (4) 1/4"X11/2' H10S 910 - (2) 3/6"x4"TITEN HD (8) .131"xl 1/2" H16 - 1,370 - - (6) 1/4"x2 1/4" TITEN2 (2) .148"xl 1/2".. MTSM16 - 830 120 90 (4) IAV21/4"TITEN2 (7) .148"xl112". HTSM16 1 1,110 120 90 (4) 1/4"x21/4"TITEN2 (8). .148"xt 1/2" LGT2 2,030 - - (7). 1e4"x21/4"TITEN2 (16).148"x31/4" RAFTER MAX. SPAN �,.:. • (MIN) ;2X4 5'-10' SEE FRAMING PLAN AND TYPICAL WALL SECTION FOR REINFORCEMENT ! - 1/2' GYPSUM BOARD MASONRY WALL 2X6 9'-2,, UNDER STAIR 2X8 12'-1' 2X10 15'5 STEP IN MASONRY CONDITION 3 - POST INSTALLED STARP _ K TIE BEAM TYPICAL STAIR TREAD DETAIL STAIy DARD REPAIRS FOR STRAP M ISALI G N M ROOF OVERFRAMING DETAIL M " SCALE 112 =1'-0° LTIPLES AND CONSECUTIVE TRUSSES, AND MAYBE USED ON EITHER SIDE OF WALL. SCALE 1/2 =1 =9 - ! - NOT TO SCALE - APPLIES TO l ENT SCALE 1/2"-- 1'-0" MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 P: 321.600.0672 OR 321.574.2702 www.mkstructural.Com Certificate of Authorization#: CA 27800 project number MK 19-212 0 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for date PERMIT SET 02/05/2020 This document is the property of MK Structural Engineering. MK Structural Engineering retains all rights therein, Including copyrights. It is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. it may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for The specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of,. and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted. pursuant to the copyright laws. scale sheet title STRUCTURAL SECTIONS AND DETAILS seal/signature //el!l11111\\\ Registered Engineer: Michael A.;Kalajian Registered Engineer License: PE 60133 9 9 sheet number' y drawn by: JS checked by: MAK by MK Structural Engineering, LLC. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES24" x 36" FILE COPY SEE TRUSS FRAMING PLAN FASTEN EVERY OTHER STUDAND FASTENING REQUIREMENTS CRIPPLE STUDS, FASTEN TO HEADER. - AT OPENINGS TO DEL TOP PLATE WITH SIMPSON MSTA12 W/ SIMPSON SPH6 EVERY OTHER STUD CEMENT TILE ROOF OVER 45# BUILDING FELT AND PLYWOOD SHEATHING ' 12 AI SEE TRUSS PRE-ENGINEERED WOOD TRUSSES; (2) 2x12 HEADER. FOR V-1" TO 8'-0" SPAN PLAN DESIGNED BY OTHERS (2) 2x10 HEADER FOR 4'-V TO 6-0" SPAN (2) 2x8 HEADER FOR V-0" TO 4'-0" SPAN 15/32" APA RATED CDX PT PLYWOOD " JOINTS AT TOP PLATES SHEATHING FASTENED W/ 10D GALVANIZED HURRICANE STRAP, SEE SHALL HAVE A MIN 4 WALL STUD JCOMMON @ 6" OC EDGE AND 12" OC TRUSS CONNECTOR SCHEDULE FT LAP SPLICE AND BE - UNLESS NOTED OTHERWISE,FIELD FASTENED WITH A MIN FASTEN EA END OF HEADER W/ OF (20) 10D NAILS SIMPSON MSTA21 EA FACE HEADER SPAN BEARING HEIGHT PROVIDE 2X FLATWISE BLOCKING AT ALL 2X6 STUDS SPACED AT 16" EL. VARIES 2ND FLOOR .,ALUMINUM DRIP EDGE PLYWOOD JOINTS OC ( ) MINIMUM R-30 BLOWN INSULATION OVER 2x6 RAKED SMOOTH -FASTEN WINDOW OR DOOR PER SUB -FASCIA - MANUFACTURER'S SPECIFICATIONS 1 /2" GYPSUM BOARDRIPS(SMOOTH FINISH) FASTEN EA END OF SILL TO OVER 1"x2"FURRING STRIPS @ 16' O.C. U HEADER STUD .:VINYL SOFFIT WITH CONTINUOUS VENT - HEADER STUDS W/'SIMPSON' (2) COURSES OF 8" MASONRY CEMENT TILE ROOF OVER 45# BUILDING - MSTA21 EA FACE U-BLOCK REINF W/#SEACOURSE : FELT AND PLYWOOD SHEATHING - 8".MASONRY WALL .REINFW/9GA 12 LADDER TYPE REINF @ 16" OC AND #5 SEE TRUSS VERT REINF IN CONIC FILLED CELLS AT : I PLAN PRE-ENGINEERED WOOD TRUSSES, DESIGNED BY OTHERS SIMPSON LTT208 EACH SIDE OF OPENING FASTEN SILL PLATE TO BEAM INSULATION: THE FOLLOWING LOCATIONS:. HOLD DOWN .REQUIRED ADJACENT TO OR TRUSS W/10D @ 4" OC MASONRY WALL. POLYSTYRENE BEADSMIN. R-9 GALVANIZED HURRICANE STRAP, SEE 1. ALL CORNERS AND INTERSECTIONS OPENINGS, CORERS, AND INTERSECTIONS 2X6 SILL PLATE 2..MAX 32"OC 3, ADJACENT TO OPENINGS TRUSS CONNECTOR SCHEDULE WALL ALIGNED WITH WOOD 23/32". APA RATED STURD-1-FLOOR 24" OC SPAN 4. AS SHOWN ON THE PLANS BEAM OR WOOD TRUSS. RATED; EXP 1 PLYWOOD PANEL. : BELOW :... - N PERP TO TRUSSES LONG DIMENSION E • • • END JOINTS STAGGERED FASTENING SCHEDULE` BEARING HEIGHT FASTEN EVERY OTHER STUD AND AT WOOD BEAM OR GIRDER TRUSS - SEE FLOOR FRAMING PLAN W Q V ALUMINUM DRIP EDGE OPENINGS TO WOOD BEAM W/ SIMPSON - GLUE TO TOP CHORD OF ALL C)p. EL. VARIES MSTA24 TRUSSES W/ APA SPEC AFG-01 IL W MINIMUM R-30 BLOWN INSULATION OVER 2x6 RAKED SMOOTH " ADHESIVE U) m.. IL SUB -FASCIA C TYP. EXTERIOR WOOD FRAME BEARING WALL DETAIL co 1/2GYPSUM BOARD (SMOOTH FINISH) ECNO g v OVER 1'x2' FURRING STRIPS @ 16' O.C. _ VINYL SOFFIT WITH CONTINUOUS VENT SOTOPOFBEAM` - VARIES VARIES - (2) COURSES OF 8' MASONRY U-BLOCK'REINF W/ #5 EA COURSE ° PRE-ENGINEERED -.FLOOR TRUSSES SEE DETAILS C & D/SS FOR $ TOP OF DOORIWINDOW CONNECTION OF FLOOR ERIFY W/ ARCH DWGS - TRUSSES TO TIE BEAM - PRECAST LINTEL OR CONCRETE 8" MASONRY WALL REINF W/ 9 GA 101, BEAM HEADER SEE SCHEDULE LADDER TYPE REINF @ 16" OC AND #5 - ,.(2) COURSE 8" MASONRY TIE O. _ VERT. REINF IN CONC FILLED CELLS AT. BEAM REINFORCED W/#5EA `. Z Z THE FOLLOWING LOCATIONS: COURSE FULLY GROUTED z 1. ALL CORNERS AND INTERSECTIONS UNLESS CONCRETE TIE BEAM W 2. MAX 32" OC 2x12 SP. NO.2 PT O 3. ADJACENT TO OPENINGS - STAIR TREAD MASONRY WALL INSULATION: SPECIFIED ON PLAN MA ONRY WALL INSULATION: O POLYSTYRENE BEADS MIN. R-9 00 4. AS SHOWN ON THE PLANS POLYSTYRENE BEADSMIN. R-9 8" MASONRY WALL REINF W/ 9GA L4x4x1/4"X0'-4" S.S. ANGLE CLIP - LADDER TYPE REINF @ 16" OC AND #5 TO FOUNDATION WITH (1) 5/8" 23/32" APA RATED STURD -I-FLOOR 24 OC SPAN VERT REINF IN CONC FILLED CELLS AT 23/32" APA RATED STURD-1-FLOOR 24" OC SPAN DIA. S.S. THROUGH BOLT _ RATED, EXP1 PLYWOOD PANEL. THE FOLLOWING LOCATIONS: RATED, EXP 1 PLYWOOD PANEL. LONG DIMENSION PERP TO TRUSSES 1. ALL CORNERS AND INTERSECTIONS - LONG DIMENSION PERP TO TRUSSES - - - END JOINT$ STAGGERED > 2. MAX 32" OC - - END JOINTS STAGGERED - FASTENING SCHEDULE 3. ADJACENT TO OPENINGS I- FASTENING SCHEDULE SEE FLOOR FRAMING PLAN W Q 4. AS SHOWN ON THE PLANS SEE FLOOR FRAMING PLAN ° W Q ,(2) 2x12 SP. NO.2 PT. 0 GLUE TO TOP CHORD OF ALL � .. - GLUE TO TOP CHORD OF: ALL V O' 0.6CCA TREATED TRUSSES W/APA SPEC. AFG-01 W TRUSSESW/APA SPEC AFG-01 dW STAIR STRINGER. a :ADHESIVE. co 4 ADHESIVE. fD Q.. a: ° 00 am am 4 SECOND FLOOR TOP OF BEAM h SECOND FLOOR TOP OF BEAM CONT FOUNDATION ° VARIES. ' VARIES VARIES ' VARIES REINFORCED WITH (2)#5 ° CONT (1) 5/8" DIA. S.S. EPDXY ANCHOR EMBED 4" MIN, A PRE-ENGINEERED PRE-ENGINEERED _ FLOOR TRUSSES SEE DETAILS C & D/SS FORFLOORTRUSSES. � SEE DETAILS C & D/S8 FOR • CONNECTION OF FLOOR : a CONNECTION OF FLOOR - TRUSSES TO TIE BEAM TRUSSES TO TIE BEAM STAIR STRINGER TO CONCRETE (2) COURSE 8" MASONRY TIE (2) COURSE 8" MASONRY TIE SCALE 3/4"=1'-0" BEAM REINFORCED W/ #5 EA " G Y BEAM REINFORCED W/ #5 EA 1/2" GYPSUM BOARD (SMOOTH FINISH) COURSE FULLY GROUTED : 1/2" GYPSUM BOARD (SMOOTH FINISH) COURSE FULLY GROUTED ° OVER 1"x2". FURRING STRIPS 16" O.C.VER 1"x2" FURRING STRIPS @ 16" O:C. a UNLESS CONCRETE TIE BEAM @ UNLESS CONCRETE TIE BEAM 1/2' GYPSUM BOARD (SMOOTH FINISH) ° SPECIFIED ON PLAN. - D . SPECIFIED ON PLAN 1/2"GYPSUM�OARD.(SMOOTHFINISH) i . OVER 1"x2" FURRING STRIPS .@ 16' O.C. - OVER Vx2" FURRING STRIPS @ 16" O.C. WITH 3/4" THICK RIGID INSULATION WITH 3/4" THICK RIGID INSULATION ° BETWEEN1x FURRING STRIPS BETWEEN 1x FURRING STRIPS 2x6 SP. N0.2 PT. 2x12 SP. N0.2 PT - 2x12 SP. N0.2 PT 0.4AC0 TREATED STAIR TREAD - a °° STAIR TREAD DECKING TOP OF DOOR/WINDOW TOP OF DOOR/WINDOW - - .VERIFY W/ARCH DWGS VERIFY W/ARCH DWGS 101, - - : PRECAST LINTEL OR CONCRETE ° ..BEAM HEADER, SEE SCHEDULE ° 6 MASONRY WALL INSULATION: MASONRY WALL INSULATION: - POLYSTYRENE BEADS MIN. R-9 POLYSTYRENE BEADS MIN. R-9 a ° m m (2)2xl2 BEAM OR SEE FRAMING BEAM, SEE FRAMING PLAN ALUMINUM FRAMED WINDOW CAULK PLAN MARBLE SILL .ALUMINUM FRAMED WINDOW CAULK. MARBLE SILL' PERIMETER INTERIOR, SEALANT SIMPSON HUC28-2 S.S. SIMPSON HUC28-2 S.S. PERIMETER INTERIOR, SEALANT PERIMETER EXTERIOR CONNECTOR ON EACH CONNECTOR ON EACH 8" MASONRY WALL REINF W/ 9 GA ` PERIMETER EXTERIOR_ 8" MASONRY WALL REINF W/ 9 GA STRINGER TO DOUBLE 2x12 STRINGER TO BEAM WI(4) }"X2 J" LADDER TYPE REINF @ 16" OC AND #5 LADDER TYPE REINF @ 16" OC AND #5 - BEAM TAPCONS TO MASONRY VERT REINF IN CONIC FILLED CELLS AT VERT REINF IN CONIC FILLED CELLS AT _ THE FOLLOWING LOCATIONS: POURED IN PLACE OR PRECAST POURED IN PLACE OR PRECAST (2) 2x12 SP. N0.2 PT CONCRETE SILL THE FOLLOWING LOCATIONS: (2j 2x12 SP. N0.2 PT. 1. ALL CORNERS AND INTERSECTIONS 1. ALL CORNERS AND INTERSECTIONS CONCRETE SILL 0.6CCA TREATED 01CCA TREATED 2:MAX 32"OC SMOOTH STUCCO FINISH 2. MAX 32" OC SMOOTH STUCCO FINISH STAIR STRINGER STAIR STRINGER 3. ADJACENT TO OPENINGS 3. ADJACENT TO OPENINGS- 4.ASSHOWN ONTHE .PLANS '` 4.ASSHOWN ONTHE PLANS E ..STAIR STRINGER TO BEAM -TOP - F - STAIR STRINGER TO BEAM. -TOP' BASE BOARD BASE BOARD SCALE 3/4"=1'-0° - SCALE 314'-1'-0" Q LU CONCRETE SLAB, SEE U p CONCRETE SLAB, SEE J p FOUNDATION PLAN FOR [i IY FOUNDATION PLAN FOR d REINFORCING W m'. : REINFORCING m - IL� a g� g00 MAI RESIDENCE 0-0" 2x6 SP. NO.2 PT. 0.4ACQ � MAIN RESIDENCE 0'-0" � : FIRST FLOOR - FIRST FLOOR , ° , , ° 2x6 SP. NO.2 PT. 04ACQ . - 1\w TREATED DECKING - TREATED DECKING - POOL DECK SLAB CHORD. FINAL HEIGHT 0 POOL DECK SLAB ECKKIINGWITH POOL DECK\\\DEFINAL HEIGHT OF CKINGILEDGER WITHTMILPOLY VAPORBARRIERJ \ � 6 MIL POLY VAPOR BARRIER POOL DECK6 �\\�SEE PLAN �, SEE PLAN/\\// �/�/%\\\ \� ,\/ / CLEAN GRANULAR FILL TERMITE / ° d 2x8 PT LEDGER, FASTENED TO CLEAN GRANULAR FILL (TERMITE / /.. / / CONIC: MONOLITHIC FOOTING.. ( / /.: / CONC. MONOLITHIC FOOTING. MASONRY WALL W/5/8" EXPANSION ° /\ TREATED) COMPACTED TO 95% /\/\/ /\/ " ,. .TREATED) COMPACTED TO DENSITY \ \ \ •.BEE FOUNDATION PLAN \ \ " \ SEE FOUNDATION PLAN ° - ANCHOR (MIN 4 EMBED) @ 32 O.0 MAX DRY DENSITY \/\/\ \/ _ .MAX DRY DENSITY \/\/\ \/ ,(2)2x8 SP. N0.2 PT., 0.6CCA - STAGGERED (16" O:G. NET) TO TREATED WITH SIMPSON ° MTS12 S.S. - SUPPORT STAIR DECKING e DIA. S.S. EPDXY ANCHOR EMBED MID POIN POINT EACH OSDT To MASONRY WALL/COLUMN 4x4 PT WOOD ' POST it TYPICAL MASONRY THREE STORY TYPICAL MASONRY TWO STORY A WALL SECTION 8G TO BEAM -TOP STAIR DECKING T WALL SECTION ❑ N �GSTAIR FRAMIF� H 9 BEAM -TOP SCALE 1/1 "=1 '-0" - SCALE 1/2 "=1 '-0" SCALE 314"=1 '-0' - SCALE 3/4 "=1 '-O" MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE, FL 32935 P: 321.600.0672 OR 321.574.2702 www.mkstructural.com' Certificate of Authorization#: CA 27800 project number MK 19-212 on 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for date PERMITSET 02/05/2020 This document is the property of MK Structural Engineering. MK Structural Engineering retains all rights therein, including copyrights. It is not to be reproduced or copied in whole or in not. It Is not to be used on any other project and is to be returned upon request It may only be used In a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto. It may notbe used for any other purpose except with the express written agreement of, and compensation to, MK Structural Engineering. Unauthorized use will be prosecuted pursuant to the copyright laws. scale AS NOTED sheet title STRUCTURAL SECTIONS AND DETAILS seal/signature •�///I/III11\-N\N Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133' sheet number Sxs drawn by: JS checked by: MAK by MK Structural Engineering, U.C. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24"x38 FILE COPY CONCRETE BEAM SCHEDULE MARK BEAM SIZE REINFORCEMENT STIRRUPS I REMARKS WIDTH DEPTH TOP OF BEAM ELEVATION TOP BARS "C" OR „E" BARS LEFT "C" OR "E" BARS RIGHT ROT BARS -0" BARS SIZE TYPE SPACING CB-1 81, 24" 32'-0j1 (2)-#5 (2)-#5 #31 Q 16" O.C. SEE NOTE 1 CB-2 81, 16" 32'-O" (2)-#6 (2)-#6 #3 Q 6" 0:C. SEE NOTE 1 CB-3 81. 12" 22+_1 ^ (2)413 (2)-#6 #3 Q 8" O.C. SEE NOTE 1 CB-4-: 12"_ 30" 21'-10" (3)-#7 (3)-#7 #3 Q 12" O.C. SEE NOTE 1 CB-5 12' 24" 22'-4" 2 ROWS (3)-#7 2 ROWS (3)-#7 #3 Q 8" O.C. CB-6 8.1 24e 22,4„ (2).#5 (2)-#5 #3 Q 8" O.C. CB-7 81, 24" : 10'-2" 2 ROWS (2)-#7 2 ROWS (2)-#7 #3 8" O.C. CB-8 12" 24" 10r_2„ (3)-#7 (3)-#7 #3 0 10" O.C. CB-9 18" 34" 10'-2" (2)46 (2)46 #3 Q 12" O.C. SE E NOTE 2 ;LAP SPLICE LENGTHS BAR NO. fe 3 1 4 : 5 6 '. 7 1 8 9 10 COMPRESSION LAP SPLICE. > 3000 ' 12 15 19 1 23 1 27 1 30 34 39 CLASS A TENSION LAP SPLICE 3000 13 17 21 25 36t42 47 63 4000 11 15 18 22 32 41 46 5000 10 13 16 20 28 36 41. CLASS B TENSION LAP SPLICE 3000 16 22 : 27. 33 47 54 61 68 4000 14 19 23 28 41 47 53 59 5000 13 17 E21.: 25 37 42 47 53 NOTES. ** CONTRACTOR TO VERIFY ALL BEAM SIZES 1. STIRRUPS CAN BE DISCONTINUED WITHIN MIDDLE 113.OF SPAN PRIOR TO CONSTRUCTION REPORT ANY 2. ADD #5 LONGITUDINAL REINF. AT MID POINT EACH FACE DISCREPANCIES TO ENGINEER GREATER OF 0.33 LN-1 OR 0.33 GREATER OF 0 33 LN-1 OR CONTINUE TIE BEAM REINF TROUGH R O 0.33 CONCRETE BEAM; MAY SUBSTITUTE (1) TOP LN-2. BAR IF REQ'D BAR SIZE EQUAL OR LESS 0.25 LN.T :I .CONTINUOUS CLASS A "E" BARS RICH FOR "E" BA S RIGHT FOR CREATE OF SPAN UN- 1 ° IF SHOWN LAP SPA LN-1A I SPLICE OR GREATER OF : OR STO 90° BARS LEFT FOR IF REQ'D "E" BARS LEFT OR "E" B RS LEFT FOR .TOP HOCK SPA LN-1 TOP BARS ( ) SPAN LN-2 BARS ° a STD - SPAN LN-2 90°HOOKr1l a s Lu STD .°a, a , ° � < ° �' `° 90° HOOK ° s d ... ° /2. "D" BARS S/2 /2 CONTINUE TIE BEAM REINF THROUGH MIN B" t < BOT BARS ..De S/2 BOT BARS - - .. BARS STIRRUP SPACINGS ° ,• CONCRETEBEAM 14 /2 (CONTINUOUS THROUGHOUT SPAN UNLESS SPECIFIED) ° , .FINE ADJACENT TO ° 1 LAP '-- # VERTICAL R —' ` d. PILE l.N-1 SPLId9 LN-2 '°a. ° '; CANTILEVER ALL OPENIN§§. F RE( ° 8 CONCRETI- BEAM IN MASONRY g WALL _A TYPICAL C ONR ETE BEAM M REI N F AND SCHEDULE -- SCALE 1/2"=1'-0" _ SCALE 1/2"=1'-P"` 2 APA RATED STURD-I-FLOOR 24 OC SPAN - 23/32" APA RATED STURD-I-FLOOR 24" OC. SPAN <RATED, EXP 1 PLYWOOD PANEL. RATED, EXP T PLYWOOD PANEL.. LONG DIMENSION PERP TO TRUSSES - -LONG DIMENSION PERP TO TRUSSES - END JOINTS` STAGGERED '..- END JOINTS STAGGERED ',: FASTENING SCHEDULE - FASTENING SCHEDULE 'I SEE FLOOR FRAMING PLAN SEE FLOOR FRAMING PLAN - GLUE TO TOP CHORD OF ALL FLOOR SHEATHING. RECESS FOR SLIDER, CHORD GLUE TO TOP CHORD OF ALL - TRUSSES W/ APA SPEC AFG 01 - - SEE PLAN C. LOCATION WITH TRUSSES W/ APA SPEC AFG-01 ADHESIVE. PLANS AND CONTRACTOR ADHESIVE. TIE BEAM, SEE TNIRD FLOOR - TYPICAL WALLSEE N TIE BEAM, SECTIONS _(2) LAYERS 2X4 BLOCKING TO • TYPICAL WALL BETWEEN TRUSSES FASTEN SLOPE LEDGER W/(2) ROWS 120 SECTIONS _ COMMON NAILS 12" OC NET ° ' �, °..a.. °. ° ° ° a • - %. CO PRE-ENGINEERED RED @ ( PRE-ENGINEE ' FLOOR TRUSSES FLOOR TRUSSES SPACING 6" OC) • • ' • • o .. ° 2 O 2X8 PT LEDGER SEE FRAMING e .. PLAN FOR LOCATIONS AND NOTES - 2X4 FLATWISE BLOCKING AT ALL - - CONCRETE BEAM, UNSUPPORTED PANEL EDGES (2):ZXB PT LEDGER W/(2) ROWS PLAN AND °- 5/8". DIA J-BOLTS (MIN 5" EMBED) SE SCHEDULE - -@ 24" OC STAGGERED (NET- - ° SPACING 12" OC) „ - HOOK BARS INTO TIE BEAM ° PER FRAMING PLAN • ',. °� .. ' FASTEN EACH TRUSS TO LEDGER W/SIMPSON-H5 CONCRETE BEAM, .� : SEE PLAN AND SCHEDULE - 'MASONRY WALL BELOW PARALLEL TO WALL D PERPENDICULAR TO WALL E SECTION AT REAR THIRD FLOOR CONCRETE BALCONY _. SCALE 3/4 °=1 '-0' — SCALE 3/4 =1 '-0": 23132" APA RATED STURD-I-FLOOR 24" OC SPAN RATED, EXP ' 1 PLYWOOD PANEL. - LONG DIMENSION PERP TO TRUSSES - - END JOINTS STAGGERED - FASTENING SCHEDULE SEE FLOOR FRAMING PLAN- ' GLUE TO TOP CHORD OF ALL TRUSSES W/ APA SPEC AFG-01 ADHESIVE. f FLOOR SHEATHING. CHORD. WITH CONTRACTOR SEE PLAN ON RECESS (IF NEEDED) SECOND FLOOR SECOND FLOOR SEE PLAN SLOPE -'LA T BEAM OL p z SEE PLAN io J..1 2X4 BLOCKINGBETWEEN PLYWOOD FLOOR SHEATHING, SEE FLOORFRAMING FOR FASTENING REQUIREMENTS TRUSSES (2)2X8 PT LED ER SEE FRA ING (2)2X8 PT LEDGER; SEE FRAMINGSECOND FLOOR PLAN FOR LOC TIONS AND NOTES ' ' CONCRETEBEAM, SEE PLAN.°PLAN FOR LOCATIONS AND NOTESSEE PLAN AND. A - CONCRETE BEAM, IL SCHEDULE ' SEE PLAN ANDHOOK BARS INTO TIE BEAMSCHEDULE 19132" CDX APA RATED PER FRAMING PLAN - - - HOOK BARS INTO TIE BEAM PLYWOOD SHEATHING PRE-ENGINEERED WOOD FLOOR ° 11 D '' C TRUSSES BEYOND .CONCRETE BEAM; MASONRY WALL PER FRAMING PLAN FASTENED W 0 6 0 SEE PLAN AND - CONCRETE BEAM _ EDGE 6' OC FIELD - BELOW MASONRY WALL J SCHEDULE : SEE PLAN AND BELOW MASONRY WALL °•• SCHEDULE - : BELOW a MASONRY WALL EXTEND PLYWOOD SHEATHING BELOW .. ,TO BOTTOM OF TRUSS ° TYPICAL SECTION AT F FLOOR OPENING SECTION AT SECOND FLOOR FRONT PORCH y SECTION AT SECOND FLOOR REAR CONCRETE BALCOf�IY SCALE 3/4"=1'-0° SCALE S/4,_1, O" 21' RECESS FOR SLIDER, CHORD. LOCATION WITH PLANS AND CONTRACTOR SCALE 3/4--1'-0` SCALE 3/4"—l'-O" T .BEAM SEE PLAN MK STRUCTURAL ENGINEERING 587 WEST EAU GALLIE BLVD SUITE 201 MELBOURNE,FL32935 P: 321.600.0672 OR 321.574.2702 www.mkstructural.com Certificate of Authorization#: CA 27800 ---- project numberMK • 7683 PELICAN POINT DRIVE JENSEN BEACH, FLORIDA issued for date PERMITSET 02/05/2020 This document is the property of MK Structural Engineering. MK Structural Engineering retains all rights therein, including copyrights. It is not to be reproduced or copied In whole or in part. It is not to be used on any other project and is to be returned upon request. It may only be used in a manner consistent with MK Structural Engineering's rights while MK Structural Engineering is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, MK Structural Engineering.. Unauthorized usewill be prosecuted pursuant to the copyright laws.' - scale AS NOTED ISM YY..J9' •.ice N sheet title SECTIONS AND DETAILS UNNIMIDIM -• 11 fill/ \\\�M �c,a ......... �C9. • HA ,IAN YYDD 6p1 °je°� T T O Registered Engineer: Michael A. Kalajian Registered Engineer License: PE 60133 sheet number S8 drawn by: JS checked by: MAK by MK Structural Engineering, LLC. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24° x 36" FILE COPY q P ■ 1 , Y tu ((C1 LLI 'FIF k ✓ iv7.yr�E.. i� Cyr 5 1 sty' 'CI LIA O U LLI D- c�o N� HOW 1�'IF—i¶tl as ti LLLU v =a' N N N t.. O N O c 0 o a i a ti m