6321 Ten Acre Ct - Laserfiche WebLink

Browse Search

-ep lu.enl■ll. lan. _ _ _ -._ e _11 — . I 11 1 1 _ I I F 1 FLOOR FRAMING PLAN (ELEV B 1 /411 = 1'-011 .)v -v Cl) C) CJ1 I II I I I IT CJ1 CJ3 I I ER II ii II 11 I it II CJ3 b I I I II II II II 1 � CJ5 I I II II II II CJ5 A9G1z I I A7 l DROPPIJ FLAT TOPS OF I HIPS FO :FRAMING L4 A5 (GIRDE OT DROPPED) L___ ________________________ ----------- __ --------------- 11 II II II II Q BOTTOM CHORD CAN BE I I I Li N REMOVED IN FIELD OVER Al AHU IF NEEDED (SEE ENG) II II I I I I I II I L_____________J L_ __E��«s A1A r r i i I �--------------------- II II II II II II 3 II II IL --------- I IL JI T � r ----- — 4-4 II 4 / y I I II II i-t - - - - - -------------------J L — — — — —— Q II II II II II II r - - - - - I r I I I ii II o J II ii ii II II N S6 A2 II I ------------------- — --- A4 11 Ij II II 11 II 11 II J------ II II II ---_—_--------------------------- ---------------------- II I� A6 I II II DROPPED FLAT TOPS OF I I L HIPS FOR FRAMING rT I I A8 (GIRDER NOT DROPPED) I I I I ll I I I I I I A10G r-----------J L__ I I ao I I I 11 I 2'-0" I T-011 1'-0" I I CJ5A I J ---- ---- o N j1 I II CJ3A ti m I I I (D EJ7 I I I I II I I CJ1A p II o II II m I II I I � � Q ✓� II II II U I U 0 9 BGE II II CGE 0 13'-8" 64" 10'-0" 30'-0" ROOF FRAMING PLAN (ELEV B 1 /411 = 1'-0„ THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. ^IAKI T I — —i nICCAt A nI nAMA Av I AM CAI I A IAIcrAI Arrl/i AI ne rol lccC:e I nc nl MI I Inc V APnI Ac nF lnl(]FN.11GPiA nF IAIf,FAIIFPIA CI IPPPAM FCTP nnf--1 IRAPMTO NOTE: NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE TRUSSES INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 ARE SET IN ORDER TO AVOID REPAIRS. SHEETS. 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 POR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN LUGAR Y INSTALACION 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. I REPARACIONES. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE O4 22"xW" ATTIC ACCESS �5 STAIRS AREA O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS 5HML� P00F PLUI CUT 055IfLD PAO rok PLYWOOD. �IWGI.E pJOF PLUI CUT REFER TO ENG. PACK FOR CONNECTION CJ5 U 1'-0 5/16" 12'-0" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING 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) 1O 11 0 2 (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS All valley kits marked "VK" or "MVK" are conventionally framed. Please refer to engineering pack for details. TRUSS NOTES: SEP 0 8 2022 t VIRTUAL 4L , VIIL} UCIt A. t '',. i 17'Q r+S R11t^i Plans P w; c roved f " 7t1 1 fer con Edition E_iV 1-1i:Of CD \I,(It_ KIa!rIr F`- 2300 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 CO: JNECTIONS. 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 �) 1) 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 HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 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 t0 BCSI—B1 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 = 1.45 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 109 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. WALL KEY • ' 'DOWN%/001 iiiiiii� LOAD# DESCRIPTION :NIT. DATE R/01 CRTD FIRM 25511A SLC 06/11/15 RA01 LCS RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 R801 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRAVERT ON RR TRUSSES @ EXTERIOR WAILS ARZ 10/19/18 RD0 RReVd cant at garage rdg 9/19119 RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER LJ� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LOT BLOCK (771GNER PAGE SLC DATE 1 06 11 15 LAN# SCALE N31 "7639L 1 4 °=1 I HANGERS A = LUS24 SIMPSON 4 L = HTU26 SIMPSON J L = THA422 SIMPSON TRUSS QUANTITY: 112 Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -EH 30'Span 3o•mso' or ss Spreade Barn 6o01de�grees Irz I zramin I Gne I Wean ePPr"x. Ta fire f span appros. I REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. = N C r � N LO I � 70� LO ARC, z Q w 0 z Q n, K E 0 _W L `q o ) M N V 70- 2 a }E •-s o 2 o o `t_ g Q E W O () -0 C3 W w w� w -1 w200 t—¢ Of - zX QH _ � o o ox z �of�Hd WOW QZ a_ W W <<ZUJ� OLO�QOwUw � OQ LL �U� 0QQQ 0z Q O LL F- LL O O Z N OF_ >U)O O 00 z Q LO J (/) LL w ti W I_ W 0^Z coO. 1.J- G 00 zv� W W JC:) 0 J 1 I 1 1 1 1 1 I 1 1 L l 1 1 1 1 1 O a0000 O C3 •- N N N N N N N 0CD M O N N ' z Q Lr/ w > o a CD O O I I M� }Z zz W Qw O z W 0oo -� O U UU(n Lo I.—Z)zj O goo Z a-ofa T__q of < Lr) = w1:W 00 N � zoo W a- Q�� ■ ■ N O 2-2 zafo Q U LL LLZLL Z LL LD Z ?� U J 00 W z A4 z W W J � VI N LAST PLOT DATE O • April 21, 2022 Z -4-a O FRAMING PLANS B