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HomeMy WebLinkAboutREVISED PLAN& ASSOCIATES, Inc. "llefto ARCHITECTURE * STRUCTURAL DESIGN 1121 S. E. Ocean Blvd., Stuart, Fl. 34996 (772) 223-8227 * Lic. #AR91665 To: St. Lucie County Building Department Re: Landers Residence 3420 S.E. Golf Trail Permit # 1805-0348 %ern4tin fit. cu �� countyent Date: 11/27/18 The revised plans with a revision "3" dated 11/19/18 show a new rear exterior stair configuration as requires based on the vertical distance not be more that 12'0" between landings. Also, the pool safety railings and gate has been modified. A couple "as -built" conditions around the exterior fireplace are also shown. Thank you for your time and consideration. If you have any questions please call. Sincerely, Eor�o w Mari A—Corsoir-A:I A., NCARB Tresident s c � �n 1 / d c a O QC ➢rtiSS Load Alart boX Truss I.D. Graviiy (> 5,000#) / Uplift (> - 1,000# Horizontal (> 350#) NOTE: ALL TRUSS TO LEDGER 'Y BUILDER H LEGEND HEIGHT HEIGHT HEIGHT ,EDGEIR, TOP @ 33'10-112 Z CEILIi .IG 12 2'0" WALI. HGT. ID DETAIL D DETAIL - SCANNED SILuc eCoanty td�•.t?s SERIAI, +: 3e BC A2 2100 00 00 00 4C. oul4w1ad''%4unb!) &0111 '1S Soao1 wiN a�IAIEM3 d T. Tombo IR 461 a HIP LINE 316 D VALLEY LINE 128 a • SMkETINU AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED TO VERIFY CALCULATIONS — * NUYI E: ALL 1 RUSS i'U WALL ANU/Oh i rtU:�S `i U LEDGER CONNECTIONS BY BUILDER- e, (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE o d o e BY BUILDER (UNLESS NOTED OTHERWISE) " — e e e e < _ y- O. y < o O OI o " * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d s o TRUSS I.D. AND TRUSS LOCATION ONLY. 'E THE BUILDING DESIGNER IS RESPONSIBLE FOR THE 9' z Ee o >. STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. < = REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS =_e a ` '� =e o o e' FOR GRAVITY AND UPLIFT LOADS. a e a e FOR BRACING & ERECTION DETAILS REFER e = e C TO BCSI-03 AND/OR ENGINEER OF RECORD ..'c- < 9 - " O F- O > e e ~ REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING � d •� a '3 a ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS)— �sd a� vaal .. JUS24 H THD46 OB JUS26 JO MSH422 0 �o a t; e o 0 THD26 C' MUS26 =` -dad = w �D THD28 © - o�seo�d OE THD26-2 M a d o' E e e !THD28-2 -- --- 9 a c e �N) me g y e❑ i JUS46 —P) -- d ee � o• r N d n v HBB' HANGER BY BUILDER BBB BEAM BY BUILDER � _ •_ � ;, � � e •�' * 'a NOTE: UPLIFT CONNECTIONS FOR ALL COMMON •� e TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 " e a s •- < STRAP (BY OTHERS) UNLESS NOTED OTHERWISE 3 (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) e _- g e 7 a 2 N e s LOADING ROOF FLOOR WIND LOAD m a E d E o o LIVE LOAD 3O ASCE 7-10 eE rx c� DEAD LOAD 15 180 MPH EXP D �eeoae�w= 1- = ; a9 91 <— _. a o.=_ sus ® LIVE LOAD 10* CATEGORY 11 e 9 = E e 00 a c=s DEAD LOAD 10 ENCLOSED E a rd O r O p O N TOTAL LOAD 55 FBC-2017 O v °' c t c' e = DURATION FACTOR 1.25 - TPI - 2014 < REV, DATE BY REMARKS n ` ❑ O OD a e e e < ' ao t.E y c a 3= e g � e w� E -E e H It is understood that above vY < Vf 'i- L Q O O :E - _ ❑ APPROVED ❑ < conditions have been reviewed " E & are acceptable for the fabrication at trusses, APPROVED AS NOTED� E e •- •� � ,, � Ya ` �; elevations pitches overhangs REVISE AND RESUBMIT fascias,ceiling a m :� _.9 g e N N e elevations/pitches, bearing A �= ❑ REJECTED conditions & all detail pertaining to this truss placement plan. No _ ❑ back charges will be accepted DATE V o without previous written o a= e approval from an A-1 Roof �o e `o Trusses representative. REVIEWED BY o .a r m a = d � �� oy e ao " c a 'e PLAN DATE ARCH: 03/21/18 STRUCT: N/A -<•- a a� a CUSTOMER COASTAL CONSTRUCTION &DESIGN � a a ,_ .e r � a „•, JOB NAME LANDERS RESIDENCE y�- y ao � Zg o. m .Q OPTION(S) •n E o a g r a Y - � u- -e COMMNTY `o �"_ t o 9 e 3 4582 OCEAN DR. a = 'a— z = /LOT# o�N�dd CITY JENSEN BEACH z E ' COUNTY ST. LUCIE < Z' e e = BLDG BLDG e a < E TYPE _ # c E m e' ` c o m 3_ o E c rn Y O° c o f " u .N a — e JOB # 72005 MASTER PAGE 1 of 2 e d g s m `ay o c y e •TI DRAWN SCALE DATE MAY 3, 2018 LVA N.T.S. LU o = _ _ •�s s o r m •a .a m s o s 5 y v E e < a A-1 ROOF TRUSSES O W s c a Lo 00 .Ado=— v i d e — r am •= A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 s d _ e w http;//www.a1fuss.com ~ w v ........... ......_. __..: ............. ___ 5-0 -1_.— --_ -. 21011 117 6 CJ11 O D02 c \ N D02 j\ N �'I D01G CJ3 11-.. cJ1 ,,in J5 in CJ3 o Cj1 q.. N q3C u j5C V7 [W O j5C 0 CD CD t- Frti W 0 ! y A w j5C LO Lr-1 .N-I OU W - m j5C a� �N w z-< J5C 11 N cj1 CJ3 Lo J5 CJ1 N 7 . I CJ3 H c D01G D02 _CD d'1 0 N � D02 \ O (V 1 D01G CJ3 0 Cj1 j5 In 21 011 N C r 3' 21/2" 011 1' LN 21 011 21 OII 21 011 21 011 21 ON 21 011 ' j5A 1 U MEN 2' U U 51011 21011 M MV4I1 MINITITIM 521611 r1fi I AT R WALLS kRI G & EVA OR DT O U1 N TIC SSE�. 101011 C7 - B02 J N B03 N CD "cv BO o .` ., &4 B03 K4 _ �y B03 o CA B03 1�J cC `-` B03 I\ i��"• Q B02 A/H SITS — / ON FLOOR _ B04G I A -I IU 11 KhA k U.K \ I MV4 A H U IT & TG. o [HV2 W . it oo Qhh — ( --� J5A 5 21/2" 210' 11 611 21 011 011 011 011 21 011 21 011 011 21 011 011 N 21 O11 21 011 21011 1 On 011 21 011 5' 0111 f'' f1' N U~ C0 r 0 0 0 0 0 o 431611 521611 21011 112' 011 31 011 5' 21/2" 1' 9 TOR Cj5 CJ3 ­2. Cj1 f� t-1 0 Cj3A j7A ' 91/2' 6-j7A j7A j7A j7A j7A j7A -Dmo M j7A j7A -- j7A j7A j7A j7A j7A Cj5A Cj3A cj1 q _ ... _ _. __ FUSS Lucid kiCYL box •' I iJlt.:: }'LLl „i Ij ZJ6 iU vi,P,Lu. tAlsw/U1i .,LCy v c a d Truss I.D. LEDGER CONNECTIONS BY BUILDER Gravhy (> 5,000#) / Uplift (> - 1,000#) (UNLESS NOTED OTHERWISE) E _ g 3 = e d � f N._ _•- N N Horizontal (> 350#) * NOTE: ALL CEILING DROPS BELOW BEAM ARE a d d e BY BUILDER (UNLESS NOTED OTHERWISE) o S d e e _ * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW " " °^ d'in = a d ` TRUSS I.D. AND TRUSS LOCATION ONLY. _ o THE BUILDING DESIGNER IS RESPONSIBLE FOR THE NOTE: ALL TRUSS TO LEDGER STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. rt = C 9 d e d N o = = o o dl CONNECTIONS ARE BY BUILDER REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS m = s d = o =, FOR GRAVITY AND UPLIFT LOADS. _ ` E N = W L Q= d am O g a FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD HATCH LEGEND e w w = 22'0" WALL HEIGHT a d a REPRESENTS THE LEFT SIDE OF l EACH TRUSS DRAWING 3 a N e d 41 d u d 337 WALL HEIGHT (NOTE: REFER TO-USR CONNECTOR CATALOG Cs a e o e o FOR INSTALLATION DETAILS) a 0 3 e= 9 •a JUS24 v THD46 = 353' WALL HEIGHT O JUS26 MSH422 THD26 MUS26 = DBL. 2X8 LEDGER/ TOP @ 33'10-1/2' (���) //�� a U THD28 © - - G e G J= ,.. s _ =12" COFFER CEILING O THD26-2 OU d y o 0 THD28-2 G OV m a ae -i da >=aC dl O JUS46 HBB HANGER BY BUILDER BBB BEAM BY BUILDER -d c 3 a •_ =E s 0 N 2X6 TOP & BTM. CHORDS 12 21 011 5 I HEEL GT. 2X6 VERT. 71/161 6112 p� G CANT. TYPICAL END DETAIL * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s d a w s STRAP (BY OTHERS) UNLESS NOTED OTHERWISE d C vdi O � •3 d G .ti -e e e = LLI .e a (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD a o LIVE LOAD 30 ASCE 7-10 9 o DEAD LOAD 15 180 MPH EXP D a9 w e 91 '- E — "_ - 1 °'��a�ew s��1 LIVE LOAD 10* CATEGORY II o c r-CI O p6 d m= c� DEAD LOAD 10 ENCLOSED T U a s— N ti a 0 TOTAL LOAD 55 FBC-2017 'E Z DURATION FACTOR 1.25 TPI - 2014 E REV DATE I BY REMARKS " "❑ d O .� •p •C CS s o _ d t+ It is understood that above APPROVED _ _ a = conditions have been reviewed & are acceptable for the m e s o ❑ >. N . APPROVED AS NOTED fabrication at trusses, e a 2 Z elevations, pitches, overhangs, ❑ e o a a REVISE AND RESUBMIT _ _ m fascias,ceiling _ a N elevations/pitches bearing e a _ r REJECTED = E N conditions & all detail pertaining to this truss placement plan. No =E1 back charges will be accepted F- = s = 9 w DATE _' d without previous written = _ approval from an A-1 Roof _ � � •N Q Trusses representative. REVIEWED BY F a a e rn` v E`= e PLAN DATE ARCH: 03/21/18 STRUCT: N/A CUSTOMER COASTAL CONSTRUCTION & DESIGN = t d w - ❑ _• E d C O Q y JOB NAME LANDERS RESIDENCE d NEC e e " -e N _ E. E Eo > = c g z G c OPTION(S) mad e d o d E N O •= 1 d Y COMMNTY s a M 4582 OCEAN DR. v /LOT# _ _ � 9__ N CITY JENSEN BEACH COUNTY 5T. LUC/E _ _ rae t •N d ~- = Ql 1d' o u t O L O. � L• E BLDG _ BLDG '_ 0= c E d E TYPE # - o „ Q s JOB # 72005 MASTER PAGE 2of2 8 .. DRAWN SCALE o d o —2 a esaater DATE MAY3, 2018 T. T 0 aaaas . UIhU211/signed by Anthgfly T. Tombo 111 LVA N.T.S. = e. o •E 3 co-• `�� „d��� 1=DW _Antho iy Tambo@WHEn inaerin .n IiTf)3TomLO III CN A,;Kiny 1 Tombo l}lu pfi°py"Ole House''�Eih�glneerm0, LL_C1+,"tyF1'Pierce, rg 07:07. pgp0" Q o = a d o c rnl 4004 kr 461 FTRUSSES si . .. IT a O c W HIP LINEL_11_6 k (VALLEY LIN8IT A FLORIDA CORPORATION SHEE I ING AREA UNDER VALLEY TRUSSES AND . = d o •` cc Ph 772-409-1010 / Fax 772-409-1015 H — = a r = E 3 I 771L # WASTE MATERIAL NOT INCLUDED .E -e u L i � o ULDA TO VERIFY CALCULATIONS http.//www. a l truss. com 1- .2 = o .R = 2 2 0 6L7 00 00 4C:12 S'7 DF. ...-..._ ...... .......