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HomeMy WebLinkAboutROOF TRUSSESV1Gr /p 86' 613/16" 19' 5 3/16" Aa1G -/-1294lb Horizontal: lb 32'65/16' 54'01/2" 15'1013 16" / 3'63 8" / ery ryry ryry a1r y yy E yr yI y �r cry H ..n1 y p pp 0OO< >0> cJl C3 I U26G ti 0 r �1> -/-14751b Horizontal: li/-lbn1 \•.� \/ C5 5 2r U' i\ D26G 2' 0" r Ors 2' 0" 2' 0" 2' 0" T T 2' 0" 7 0' 2' 0" 0. 2r ar z 0" ar 7 0" 2 Orr 2' 0" 2r:On 2' pr 2' 0" 2' On 2r On 2r O" 2' Orr 2' Orr 2' 0" 2' 0" 2r O" 2' 0" y Ors ; T O" T 0" 2' Or. 2' Or, 2' 0" 2' Orr 2' 0" c (� J7 7r 0" O D25 N 'o ONG OUN �D a W J7 U26G '� D24 Ho,l vMA /, ib 15502/-72361b Honzont"I: -.F-Ib A D23 -I 4 � .� � >> 0 0 0 0 ti A N 021 CI5 0 0N0 G - 0 AO D20 C13 :'V /� o wee waa916 CJ1 0 18G u x _ / A Horzontal'-/-Ib C eV I B17 /� 0� A D18A SN 61/4" 816G Hair B' 2 0 2' 2" s311 / ae05Ib " O O -� O �O A - / -1294 L, Hariz.'Ul /-lb Horizontal:-/-Ib _ Oi v/ i0 ^ > l 016 MULTIPLE DIMENSIONAL CONFLICTS IN PLAN G 1/2 614 �� 03 �� D15 AFFECTING TRUSS SPANS. PLEASE FOLLOW m"� !' UA� D14 )uno� along }c IMENSIONS SHOWN ON THIS LAYOUT. BUILDER zo 4 0 0 JB13 ' LEASE VERIFY.�3NNH�S TRUSS TO LEDGER HANGERS 15 7/16" o3 \ m4 ARE BY OTHERS _ N 810 MASON HA ER HEIGHT T 10'- " U �> O "✓ 0311 O O \> < A a /_ \ l m3 M B09 \/ 0 DOIG j 15171 /-7t1961b _o 19' 4" 3' 3"r O 0 > ✓ ��vv w c4u c3 � � U ��++ uZ w B08 ,-. O w IP� �- > > 0 �I� O \/ Horizontal: -/-lb / 9r 6 3,1 N SI 61 O D E7 J O<>>> OLN >v O `J OOOO N OO O J3P \ W7 �' B ✓ A' B / i zr " D12 ,11 3' 0"' 2' 0' TO' 2 0" TO", �r� " r"" o _o J31'� it ��� v v v Y D R N : P / _ N D12 a'r J3 3 B TM'^� r5*^.c 1 ti I " D12 . - _. _.- /. .f IS - - v - - i \/ O O V/ - 8, 1/ o 4� \� N w � U B02 18'51/2" ^ _ (�\� ��\,} </� 6a1G 160" 6'T' V/ A/ V/ O \i A/-/-1578lb > D11 N Honzontal -/-1b B01G a01G c a 5844/-2648lbRim e ¢ ° E HollzontaC-/ - Ib -I5A 1t15 12' /16" < D ' 18r /16" J5A O O O O O ~ o r ISA VM2 z O O O <J \/ D 07 -- C 3B J r r r n VMa W� \ 0j O O 0u On 2r On 2r 0" \/ \/ D05 CJ1B VM6 fYr �\ - �vy U J O 0 0 0 C> L 5 D J A 22'0" 2 2' On 2, On 21 On 2r On 2r 2r O" " (/\�\j DT0" I7A a y ay"y`°a AHU NGRO Doi 1� i C75B'7 a O ' 0 �A C 38� Z TM 3� 0 0 C 1B ='ep �I k Via- n kv 31' 0 1/4" 16' 0" 6' 0" T06 - -1084lb Horizontal: - / - Ib 33' 71/4" 4971/4" 16' 0" y 3' 41/2" 106' 0" HATCH LEGEND 10'-0" BRG HEIGHT 11'-8" BRG HEIGHT 14'-0" BRG HEIGHT 11'-8" CLG HEIGHT =14'-0" CLG HEIGHT DROP FRAMING BY BUILDER TYPICAL SECTION FRONT —RIGHT OF ENTRY / LOWER BRG RIGHT SIDE RAISED HE 6 9/16" SQUARE-CU OVERANG 5� TYPICAL ROOF CUf`rrTnXT HEEL HEIGI 41/1611 SQUARE -CUT OVERHANG 5r-- Digitally signed by Anthony T Tombo, III DN: c=US, st=Florida, I=Fort Pierce, o _Whole House III Of•"♦ �l 1�10�IIP 302I7 It Truss L "..1.'il4 HIP LINE 327 " Truss I.D. VALLEY LINE 136 " Gravity (> 5,000#) /' � AOOO#) "SHEETING AREA UNDER VALLEY TRUSSES AND r�gA2. ` 00WASTE MATERIAL NOT INCLUDED Horizontal (���C' > 210000004C 1297 Dr'Won ro vERi"v cALcuIArIDNs * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER dma (UNLESS NOTED OTHERWISE) d 6 "? d T •` ¢a c o d d a = d * NOTE: ALL CEILING DROPS BELOW BEAM ARE -e `c BY BUILDER (UNLESS NOTED OTHERWISE) o � s g o s 6 � N * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a � � ^ o TRUSS I.D. AND TRUSS LOCATION ONLY. d o o E c a c o z THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS e p t p FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER ~ d E = TO BCSI-03 AND/OR ENGINEER OF RECORD c = 9 a p - � 0 d u d N REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ( NOTE: REFER TO USP CONNECTOR CATALOG a T FOR INSTALLATION DETAILS) — L EM a E OA JUS24 OH THD46 d d F 9 L E d p � ` .p a © JUS26 JO MSH422 d 6 d © THD26 OK MUS26 a o E s OD THD28 © HJC26 o _ - 5 OE THD26-2 MO GTWS2T d y y y OF THD28-2 OG JUS46 ^ _ E d BB HANGER BY BUILDER BBB BEAM BY BUILDER �ad9 > � * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON � ^ a � _ TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA92 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE = >� 2 (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) E o o a d C E ' E LOADING ROOF FLOOR WIND LOAD d y Q � o LIVE LOAD 20 - ASCE 7-10 1E p 1 E� o c=i DEAD LOAD 15 - 170 MPH EXP C o LIVE LOAD 10* - CATEGORY II o = � -_ �� a mg d o` 00 m c=i DEAD LOAD 10 - ENCLOSED m= e e s d TOTAL LOAD 45 FBC-2017 m E d = G d rn rn � e a N DURATION FACTOR 1.25 TPI - 2014 a = REV DATE BY REMARKS 1 04/12/2018 MC Girder at kitchen; Adjust BRG wall length =p •� � � � � s N G d d = t d p, c o ` N o+ e L e o EN E n d E o= _ ____ 77 " _ j :a ~ a E It is understood that above conditions have been reviewed APPROVED • e o � = p - _ -p & are acceptable for the ❑ APPROVED AS NOTED E s fabrication at trusses, T = a elevations, pitches, overhangs, REVISE AND RESUBMIT _ e fascias,ceiling = elevations/pitches, bearing - p = d ~ d a ❑ REJECTED conditions & all detail pertaining o L No to this truss placement plan. back charges will be accepted without previous written DATE d o e a o approval from an A-1 Roof Trusses representative. REVIEWED BY a = d N PLAN DATE ARCH: / /— STRUCT: oe a � •� o — v a Rr CUSTOMER Kash Batra '9 p p p = a d C JOB NAME Kash Batra Residence d d 3 o s ~ L d p d OPTION(S) a a o s a Y N 5 f f= p •c S ,n N ` •p p d T =_� COMMNTY d /LOT# o d 3 a o a ~ a d v a s CITY — d d t c > ~ _ = d COUNTY St. Luice pl rN d I— � cp =mod=»'- n BLDG BLDG e d TYPE - # - 5 E c d Y 3 E c rna d y JOB # 70373 MASTER ~ = a E c y > d 6 !g p c y Y N O y p O C 3 as o d DRAWN SCALE DATE 03/28/2018 MC N.T.S. Zao='S�� E a d m = o c Q T.p O A-1 ROOF ":= Ago M TRUSSES 0 A FLORIDA CORPORATION i Ph 772-409-1010 / Fax 772-409-1015 V" > r J' d � � e d -g http.-Ilwww.altruss.com o