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HomeMy WebLinkAboutTYPICAL ROOF SECTION•M-1 ti iru�N" 86' 613/16' 19' 5 3/16" A016 -/-1294 lb Horizontal: -/- lb 32'65/160 ' 94'01/2" 15'ry1,013/16"p, NO3/8" ¢ d ¢ d ¢ d d p. o F \, ' j> TO'_ IHoiiontai:./-It, 1 -/-/-4751b co 7 21011 1 O11 TO" 210" To,, 21011 7 0" 2' 0. 2100 ' r TV 7 (r M 0" 2' 0" 2' 0" 2' 0" 2' O" 2' 0" TO" 2' 0" TO" TO" 210n 210a 210n TOP TO" 2' 0" 2' 2' 0" 2' 0" 2' 0" TO" TO" N cy TO" 2, 0n o ��VJJr % 7 U < ti ONG OUNE `D d' O cV A = U26G -/-15761b Hor¢ontali -/ fb. � j D002 2G-72361b- Honz0nta1: -:/ T 1b \ \% i 2 \.' 0\,> < v p0 % 0 10 j �� O/ R18G u 18G m m m - m m - �, m 9988 /-48391b p v Horizontal: -/ - lb iY 0 A/� 1294 lb 2' 2" 931311 181B /-38a516 \/ \/ 0 \/ A Horizontal: -/-Ib Horizontal: -/ - Ib 6. v/?� 0 K A n B14 R MULTIF DIMENSIONAL CONFLICTS IN PLAN l c 12n 0 0 CTINGTRUSS SPANS. PLEASE FOLLOW - y' IMENSION�SHOWN ON THIS LAYOUT. BUILDER B13 W 4" �� v p N LEASE VERIFY. B12 Is j811 i K p LL TRUSS O LEDGER HANGERS AIDE BY OTHERS Bil 15 7/16" 03 810 MASONH'TGHT T OI_ER \% 0 o 0 p l 0 C C, 0 r 19'4" B09 I� ^ c / - \/ /A K Doze 6 15171 /-70961b o OHOY1IDOtal-/-Ib / A/ < ' B08 r�/ 3' 1 5' 61 n O N0 ;V �/ \ v i��v B U v �O A/ P L _ �\ , \ v3'0"/\ 2 " .�'0".,. 10" 10y 210'Vi ID / '0" / r /' 3� o ^ i N i \ `4 \ `� \' \ y . J3 E / R Q' i�N ',': � N iN r j 41/ V 8' 1/ 0 w � � U 16'0" B 6'711 18'S1/2" / —. A \\ � -/-1578Ib i 1301G ants ' 5844/-2648lb < ¢ m a o N O _ u 6 BE NGy \ y- Horizonta -/-1b 1' 7/ " Horizontal: - /- lb J5A TU5 12' 9/16" l J5A I JSA O '�" VM2 N 0 0 < /� V /�\�> z C 3B a 21 all VM4 21011 21011 r, w p] CJiB VM6 < � DO C1mk4m T a' 2' TO" - 1 2 2' 011 1 �r 210" 2' 0" 210" 2' 1 210,1 1 ✓ J7A y _ �' St AHU 6N GRO C 513 J . CJ3B �T w KIM 3' J3 .° c 1B c 31' 01/4" 16' 0" 510" 'ro61oa4 ro Horizontal: - /- Iti 33' 71/4" 49' 71/4" 161011 q 3' 41/7' 106' 0" HATCH LEGEND W-0" BRIG HEIGHT 11'-8" BRIG HEIGHT ­014'4' BRIG HEIGHT �11'-8" CLG HEIGHT =14'-0" CLG HEIGHT DROP FRAMING BY BUILDER TYPICAL SECTION FRONT -RIGHT OF ENTRY / LOWER BRIG RIGHT SIDE 5 RAISED HE 6 9/ 1611 SQUARE-CU OVERANG TYPICAL ROOF 5, Qom(-"M-NNT HEEL HEIGI 41/1611 SQUARE -CUT OVERHANG �4et�� frfe [ , T ,. i • Ls � Truss H Truss I.D. VAI Gravity (> 5,000#) / f rN� 2000#) , SIT, Horizontal (> VM221000000 Jac1287M�*B" * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO d LEDGER CONNECTIONS BY BUILDER ' ;a a `_ °s (UNLESS NOTED OTHERWISE) € a y o as ca o •iR * NOTE: ALL CEILING DROPS BELOW BEAM AREff c BY BUILDER (UNLESS NOTED OTHERWISE) - o e ae * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d ^ o o TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. E REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS a = o o 0 FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER d E s c N TO BGSI-03 AND/OR ENGINEER OF RECORD y � a" c c ~ o REPRESENTS THE LEFT SIDE OF 72 EACH TRUSS DRAWING •ate 3 m c 0 ( NOTE: REFER TO USP CONNECTOR CATALOG s ._` FOR INSTALLATION DETAILS) � L ^ s � 9 � ¢ 03 OA JUS24 THD46 0 5 E _ © Jus26 (J) MSH422 = =6 - d e _ - © THD26 MUS26 w a DD THD28 HJC26 o rn E o a E d OE THD26-2 OM GTWS2T c OF THD28-2 ON - a = _ o a °° a a u 0_ �' E o❑ m O JUS46 © 0 � HBB HANGER BY BUILDER BBB BEAM BY BUILDER a o "' - ` v r � N °� UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 -g f 3 s STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) E LOADING ROOF FLOOR WIND LOAD LIVE LOAD 20 � ASCE 7-10 O o 00 ~ c=1 DEAD LOAD 15 170 MPH EXP C o = N o __ „ � LIVE LOAD 10* - CATEGORY II o � a :o � � d r, F � m00 `7 a d aE ^e rnc„ 0 DEAD LOAD 10 - ENCLOSED w a 0 9 0 o p ° TOTAL LOAD 45 FBC-2017 m V . E d o v m z DURATION FACTOR 1.25 TPI - 2014 y o aoi 45 o a m o REV DATE BY REMARKS 9 `odd o 1 04/12/2018 MC Girder at kitchen; Ad•ustBRGwall leng�}th � a a„ b �o_ _.- d N i r � 3 E c a c c o _ _ m E r E 1 W 1ri a ai � a It is understood that above El_ conditions have been reviewed APPROVED ' c$ ea o `E & are acceptable for the m a m c o 3 � fabrication at trusses, APPROVED AS NOTED> 1n •E+ E d - E „ elevations, pitches, overhangs, o a m REVISE AND RESUBMIT � y fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining = r s W to this truss placement plan. No =❑ s 2 o a _ = back charges will be accepted L 3 without previous written DATE e o o c approval from an A-1 Roof c C a 0 o Trusses representative. REVIEWED BY 8-.= a d = `= o 2 E a`" M o .N' G E t a PLAN DATE ARCH: / /— STRUCT: / /— c s E N CUSTOMER Kash Batra a � o JOB NAME Kash Batra Residence BY o c o c~ a e o OPTION(S) - St Lucie (,%bbhty e a s o s d c COMMNTY r �; 4 ` c` ` a" 3 a c 'a / LOT # _ m a oa F W mat e a CITY o_ v o a N 6f t L Of J C « .E a COUNTY St. Luice e E o add--ma`s `m c = » .N e r E y L BLDG BLDG 0 9 � c c E o E v E TYPE _ # L . E c rn m o o V— JOB # 70373 MASTER " Z E a o " ' a d t o m> DRAWN SCALE ligitally signed by Anthony T. z 3 as o ombo, III DATE 03/28/2018 MC N.T.S. IN: c US, st=Florida, I=FOrt o o, e E � s "e ierce, o=Whole House z E E -e AMring, cn=AnUtt T, h. o A eu y y E E rbth ny.Ton-h0*Vvhen 6886 � a a '" ._ •` z o a PimP9.ne hate: 201.8: - J� 1� C A-1 R®®F a-„ m a a ��IA 489 k W TRUSSESL�- z a o d 9 0 IP LINE 327 � LINE 136 e A FLORIDA CORPORATION d .LEY Ph 772-409-1010 / Fax 772-409-1015 my " > = ` o ~ p = 3o w ETING AREA UNDER VALLEY TRUSSES AND MATERIAL NOT ED http://www.altruss.com du :a O o O RTE TO VERIFY CALCULATIONS C E E