Laserfiche WebLink
0 <br />c <br />0 <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /411 = 1 1-011 <br />0 <br />iN <br />14 <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in eng pack for grade) <br />30'-0" <br />11 II II II II II II II II II I II II II W II i <br />0 <br />ti <br />o <br />J1 <br />1016# <br />-- <br />7 <br />ZA5 U = 1016 <br />CJ <br />J3-.-. <br />CJ <br />— <br />_. - <br />--- <br />---- -- - <br />- - - — <br />---- --- <br />--- <br />J5 <br />CJ <br />A4 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />0o <br />A2B <br />A2 <br />ao <br />D <br />r` <br />0 <br />O <br />bo <br />CV <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />A6G U = 133211 <br />O <br />ao <br />o <br />d <br />v <br />CJ <br />CJ <br />d <br />CJ <br />62 <br />4 <br />C_ <br />C_ <br />0 <br />C_ <br />i <br />63GqT <br />CJ <br />en <br />J1 <br />��E�2 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />V 1 VC <br />M1 <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-0„ <br />15d COMMON NAILS <br />or 0.128" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />v I!r V.v _n K, I <br />Oft <br />21 011 <br />TYPICAI, �' 5�TACK <br />GorMP15Fi Lv�ING <br />AW 5PACI NG <br />CJ3 <br />CJ1 <br />r <br />I Fr, fo LNG, <br />PACK FOP <br />CONN�CfION, <br />CJ5 <br />co <br />U <br />III II II <br />-0161 I <br />Z -011 <br />ME& 7' 5� TACK <br />COFMF1S�� �V�ING <br />ANb 5FACIN6 <br />FLIJ0 ( <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-B1 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 140 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum <br />ALL VALLEY KITS MARKED "VK" OR "II ARE forces from both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FOR DETAILS <br />* These trusses have been reviewed to carry an <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 871-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED Br THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />12 0 <br />HANGER CHART <br />AL, = HUS 26 (SIMPSON) <br />j i = LUS24 (SIMPSON) JUN 2 7 2023 <br />\ = HHUS46 (SIKPSO <br />Labeled �Jjoual Review ASSistdai�. <br />Plans Review completed and approved <br />fnr lance with the 2020 EBC 7th Editioo <br />by Debra e Klahr PX2300 <br />ATTENTIONI <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />I 1/2 I I , 2/3 to 1/2 �I <br />Ta line i span approx. Ta line span approx. <br />REFER TO BCSI -1131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />additional 104 psf non -concurrent bottom chord live <br />load. <br />FLOOR <br />LOADING SCHEDULE <br />TCLL <br />= 40 PSF <br />TCDL <br />= 10 PSF <br />BCDL <br />= 5 PSF <br />TOTAL <br />= 55 PSF <br />ROOF DESIGNED FOR <br />111NGLIF] <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />///// % • '177-77-7771 <br />9= <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />06/26/15 <br />RA01 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />RB01 <br />MADE FT3A TOW PIECE JRH <br />10/31/16 <br />RB01 <br />LC9 JTH <br />12M17 <br />RB01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. RE's JRH <br />11/22/19 <br />RD01 <br />REV/ FLOOR BRIG. JRH <br />3/4/2020 <br />RE01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RF01 <br />UPDATED FOR LCA SHM <br />1/15/202 <br />LOAD# DESCRIPTION INIT. DATE <br />RG01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/27/21 <br />RG01 <br />RELABEL ADD 7134 MAW <br />10-22-21 <br />RG01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RH01 <br />REV. SPACING JRH <br />08119/2022 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 A <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/A <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1371A <br />ALT DESC; <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />.JMD <br />DATE <br />06 26 2015 <br />LAN# SCALE <br />.N31 J335L 1 495 "=I' <br />,, <br />M <br />CD <br />O <br />` r <br />o <br />Ln <br />xw <br />s ,0 ..00 <br />LO <br />L0 <br />� u <br />r <br />z� <br /><L <br />W <br />�R <br />0 <br />W <br />0 <br />z <br />a <br />N NLO - <br />>` �O � U <br />W <br />C) M N v <br />N M D <br />j <br />N V O2 6 a <br />7C) - 2 <br />Cl) <br />L i <br />rn � OO 6 O <br />V_! O L' 1 ro Q <br />U <br />.0 } <br />•nNn`` V LU QN c <br />0O E <br />co <br />V CL <br />LLI <br />0 W <br />Uj <br />WLd <br />,_ W J W 2�0_ O <br />wHa X 2 _j W YzZ <br />W=) 0IX LL000 JO <br />O O <br />I— <br />(YU_QC) =0ZLL0- 0 <br />cn1O0200ooZ°ZOZH-QU <br />0D_>LIj <br />a <br />o z�°z <br />W0 <br />¢w2wU) <br />o�1go2c) < <br />U_ <br />Ow =) zQ <br />LL Q O a LL <br />f <br />a <br />O <br />O <br />(V <br />z W <br />F- <br />) � (J <br />N <br />0 O <br />z <br />0 `M <br />O <br />CL U0 <br /><LU <br />LL <br />Lri <br />z <br />tl <br />a ro <br />Q>- <br />Qoo <br />z � <br />I­_w <br />WC:) <br />N <br />N <br />WN <br />CD N <br />N <br />N <br />1 <br />1 <br />OCN <br />1 <br />CO <br />1 <br />1 <br />'9' <br />r <br />0 <br />0 <br />0 <br />0 <br />CDC) <br />O <br />OO <br />CA <br />— <br />CD <br />M <br />O <br />O <br />O <br />O <br />� <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />A <br />LO <br />N <br />4 <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />O <br />N <br />O <br />C <br />0 <br />0 <br />0 <br />0 <br />T- <br />T- <br />O <br />O <br />N� <br />L <br />i <br />c— <br />o <br />N <br />;0 <br />M <br />0 <br />"i <br />0 <br />tf) <br />0 <br />CD <br />0 <br />I-- <br />LO <br />1 <br />CO co <br />Z z <br />—z o <br />O <br />w <br />oWv) <br />U <br />O <br />Q <br />c,o�� <br />�Q <br />o <br />W LU <br />z <br />zLLJ <br />I__l- <br />=000z <br />(Dz�w <br />Q: <br />2 <br />i'2ZWrl'' <br />11 <br />Z z <br />U-) <br />O <br />W rI <br />Og<2W <br />UU)Zz <br />¢oa <br />z ,-4 <br />Z <br />Q p <br />U <br />Q U0 <br />a <br />A4 <br />Q <br />Z <br />W <br />_j <br />ce) <br />N <br />N <br />N <br />LAST PLOT DATE <br />May. 8, 23 <br />� <br />Z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />— <br />._r_ - — -T - — — _ -- _ --- _.. -- —---.---.- — I - U. 1 I I I ,. I I I] 1.-1 -1 d__T;IIT. — - .� l 111 --- T -I ]I—]- I F <br />