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Framina Layout Notes: REVISIONS I NOIDATTFSCRIPTION1 1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic representation only. It is the responsibility of the General ContracW to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with Proposed Plans. General Contractor "MUST" certify in writing (the time aid date) that this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the truss manufacture, then the "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL MISTAKES" on Pre-engineered trusses that are constructed for said prood. Dwiiel M. Ossman Drafting Swvice, Inc. "WILL NOT BE HELD LIABLE" for errors nude on any fran'ting (floor or roof) truss layouts. 2 Upon receMng said plans from the General Contractor ... the truss m&Wfacture 'MUST" make a their "OWN" fielcl inspection to "DOUBLE CHECK" aN existing fold conclitions, roof sliopes, overhangs, and dinwwrions pnor to the mw%A4ctunng of any / all trusses. Truss manufacture "MUST" certify (the tirne and date) that this field inspection was conducted on by their company. This certification must be given to the General Contractor in writing prior to the manufacturing of any / aN trusses on said project. 3 All thickened slabs / footing on foundation plan are located according to the schematic truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture can change these locations due to truss bearing points and "MUST" notify General Contractor of these changes as soon as possible. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" (or equal ), unless noted otherwise. Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Truss manufacture must first notify General Contractor in writing of these changes as soon as possible. 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1-6. 1. These documents shall be provided by the truss manufacture at time of truss delivery and approved by the building official prior to the installation of the roof truss. (See code section items 1-13). � 0-1 -r- " C,O JTIZ6C 0 Mo I J �5-FALL 4 PIZE-E�J4t EFIF zooF-rejis s IYEI ZOOF &E'TWEE UCi.- ExISTI 7-F-LJ5S---Ffl IS NZIS& OF 9= -TzUeZE-57-0 Fp�r,5p&r.,Lp no rloef--n�l�,Q 2-4 O.c.&PT-F-1Z Z - 2.,>( b WCOP e;��H (-TYP,) ROOF FRAMING LAYOUT 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. Any revisions as required by the truss company's engineer as indicated on truss company's sealed drawings shall superseded this drawing. This also includes truss company's specified hurricane and other anchors supersede one shown on this drawing. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. 8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSOLE FOR THE EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE STH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHOD. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACWG DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. e)e.F- ta�C-FU04t, F0 Z 0 E4:� Z 25 1 Z- I- (7-rR 4 to X, 4- " P. I-, W Pa5T (Typ') '7- x + L-00 140 UT5 e z-4 11 o - c. crrF) F�'F- E, 200 1:: -M se�Ees (E 44 it 0. C - (Ty'p-) IConnection Schedule I Manufacturer Model No. Upuft F1 Product Approval Location / Use Name Number 14 Simpson ABA" #"6 FI 10860.2 x 4 bottom post base anchor, with 1/2" anchor Strong Tie bolt (min 8") into concrete slab / ftg. Simpson Strong Tie AC4 #980 FI 108W.5 4 x 4 top post anchor to wood beam. Simpson Strong Tie SPI #685 FI 10466.41 Bottom plate connection to exterior wood stud. Simpson Strong Tie SP2 #1065 FI 10456.42 Double top plate connection to exterior wood stud. Simpson WS12 #1000 FI 10456.37 Valley rafter tie - in connector to existing roof Strong Tie structure. Simpson Strong Tie LTS12 #775 FI 10456.29 Valley Jack rafter tie - in connector to ridge beam. Simpson LTS12 #776 FI 10466.29 Pre-engineered roof truss connection to exterior Strong Tie frame wall. Simpson H10A L #865 FL 11478.4 lbsam. Pre-engineered roof truss connection to wood Strong Tie Note: 1. Any products that are substituted, must "MUSr, or "EXCEED" products specified. Contractor -musr, provide data to building inspector at time of inspection. 2. It*s the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 8' - 0" unless otherwise specified by General Contractor. I Fatheill 1/2" A& asebor bobs @ 21" o.c. max. and aN ceivers, mW on ewh side of aN door and wWow openiog (typ). Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opf'4" conc. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. 'j., 100 1 -0 11 IV &s!b Uri IE-D &-r EX I �bi- 5FR 1619 x 16" x 12" coac pad w/ -Z - #5 rebars each way (typ)- V—P L L ,:J FOUNDATION PLAN Z-il, 99 1 -10 11 11V Nc-> 5 Li r-1 M r- Dowel and epoxy (2) 16" bmg #5 rebars $11 Into the exbtkg coac. ftg. and 81' lato the am come. ftg. (typ). 101 r-% 11 J\ x 141, conc ft W/ 2 - 05 reban ewL w/ a I" z $I' x1611 coac block stenwal above or "opt." 12" x M" ummo ft w/ 2 - 05 reban cont. "I WIWI �-J M Ln I'. Ge E CL ga 0, Or- C 00 Ix E E E a Ix M W 6.0 CC M 04 CC L0 00) V C) (L) .0 0= 04 < c) -74) a Co 0 cf) 0 > e 0 UJ -j L-L U- C/) CL -.- LO 0 E F' - w 2 E 0 Fz 00 2 �5 0 V M cn < . > CD 0 c E�o M 0 d '0 E To) 0 CD 4) C; 00 , M:r cc , r- , 0-0 000 0 *� — " 0 iz C W �E 0 0 0) =.r; V- = 0 C,4 a. CN > U') C4r) U) co CU z 'a < 0 -2 .J 'r- U- C-e) Cr) -C 00 >% 00 -C z CL CY) (D 0 N 00 c-J JOB NO. 38= 1 OTH AVE DATE AUGUST 28, 2016 DRAWN BY Daniel M. Ossman SHEET NO. A - 3 SCALE: 1/4" = 1'- 0" SCALE: 1/4� = 1 * - 0"