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S F T FLOOR FRAMING PLAN (ELEV B 1 /411 = 1'-011 0 io LO 0 r 0 0 CJ1 CJ3 CJ5 30'-01, M U U M U I I I I EJ7 II II II I I II li I� II I II I it I II II I I I I I I I I II II I I II I II II iJ II A9G I I t r A7 Ii l DROPPED FLAT TOPS OF HIPS FO IFRAMING -4 A5 (GIRDE1IlOT DROPPED) L___ _________________---- -- _---- ------------- II II II ----K3-------------------- 1----- — — — I I I I II II BOTTOM CHORD CAN BE Li REMOVED IN FIELD OVER Al i l AHU IF NEEDED (SEE ENG)------------- II II I I I I I II r-----------r—J L. -------- <_--_::: A1A i—f I I I --- ------------- II II II II II II 3 II II I L________J I IL J I r- — — — — — — II I I� IIC----------- —------------------ II t1 --------------------------1L- ------tz Q II II II II II II II II -----,1 II II II II A2 II II II II II II II II II I r— 7F------------� A4 II Ij II II II II II II II ---------------------------- ---------------------------,-----JJ II II I� I� A6 I II II DROPPED FLAT TOPS OF I I ` HIPS FOR FRAMING tt I Ag (GIRDER NOT DROPPED) I I I I ll I I A10G r------------J L---� I I I I 2'-0" II I II J I m (_9 ER II I I II I II I � II II II II II II II II m II II Ln U II II U U BGE II II CGE 13'-8" 61-411 101-011 30'-0" ROOF FRAMING PLAN (ELEV B 1 /411 = 11-011 THIS IS A TRUSS PLACEMENT PLAN, ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. FRTF FR I IN PI AN IlF r:ni ('1r^.Afa('1N TRI IRS FRTA niRFNAnn PARA AYIJnAR FN I A INSTAI ACION IMF TRIJSSFS I nS niRII.InS Y AROtJITFCTlJRAS nP INGFNIFRIA np: INGFNIFRIA SIJPFRAN FSTF nOrtJMFNTn NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BF FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THE TRUSS OR TRUSSES, AND MUST BE INPLAC AND IN SERVICE BEFORE THE TRUSSES SHEETS. ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEX16N DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN ESTAR EN LUGAR Y INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. CJ1 CJ3 0 ti CJ5 0 CV 0 0 N CJ5A O CJ3A ti 5N NG�� P00F PLW CUT m FLw oon SNWG�E \GOF PLUP CUT __j 0 12 10 JZ REFER TO ENG. PACK FOR CONNECTION CJ5 o CJ3 i` LO U CJ1 U T U V-0 5/1611 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING (2) '16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) All valley kits marked 'W" or "MVK" CAAAll conventionally framed. Please refer to engineering pack for details. '9 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE O 2211x36" ATTIC ACCESS 5 O T R STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION, TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A'S FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes I ) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI-Sl recommendation 4) permanent X-bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to 8CSI-81 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. IWALL KEY LOAD DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC OB/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RBO1 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERTONFLRTRUSSES@EXTERIORWALLS ARZ RD01 Rev'd cant at garage rdg J121Z91//118 RE01 REVISED FTGS LOADING ARZ F CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6, N. W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA � PROJECT :VAROI-US MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LLOT BLOCK J DESIGNER PAGE SLC DATE OC 1 1/ 15 LAN# SCALE N31 7639E 1 4 "=1' HANGERS Xa = LUS24 SIMPSON A L = HTU26 SIMPSON J L = THA422 SIMPSON TRUSS QUANTITY: 112 Labeled End ,Mak ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' 8Y THE PEAK CONSULT SCSI-81 30' Span or ea 30' m 60' can sp ease e 60 degrees ma. n 1 1 713 n --i 1 J. Ilne aPa^aPProM. T Lne span ePProK REFER TO SCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Ni Insist crane operator sets truss this way. CM N a N ;'. 00 LO kn i •'.7 t, ` .•�� , C n ¢ Z w .t V rt O W 0 z aD LO �r E O L L- -CN p c0 co m cy)V) M co N U ao u a Q w ,d M E o :D o 2 g o `L a a 0 aN w a� c L co E GO 7� V CL d) EV)D W (� W OLLi Tn w0E- E-Q � J X¢�z� Lu �a¢ o-J0QZ")LL0 Q LL <aOzQ0z200CC ov)owQ�oO3T00z QQU O Z ncZoO wL-V5�_jwILL oI- UJ �z�Y23 aOwO�F < O� oQ<0' LL. ¢ O I..-. LL O O Z CV OW > (n O � � tM 0 <C LL cM Z CU Wz W J0 O Co \V Virtual Plans Revi Assisi, �Inc. Review for compliance co ithm eel te Ji an ap rov 5y Oebra Ann f�la r20 IP 2�0 it 0 N o00000 LO N N M Cn CD � 0 i) 0 O 8 N 0 N 0 N 0 ' Z O N'^ W 0 0 0 0 0 0 1 /] ♦^ zI- v, Qz w 1110 W moo -E—+ 0)O U UUFn -0 LO O Ozj_ Oho Z arra �— < F_ X�Q � Ln MAW 2 ~O (V W z0= W 2~2 . . � Q O Zwo W LL ■ Z az z F- pU a. _o W z z w wo o 8 I Z 0 J FRAMING PLANS B