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Framing Layout Notes: REVISIONS NO DATE Di SCRIPTION 1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic representation only. It is the responsit4liiy of the General Contractor 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 and 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 project. Daniel M. Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any framing (floor or roof) truss layouts. 2 Upon receiving said plans from the General Contractor ... the truss manufacture "MUST" make a their "OWN" field inspection to "DOUBLE CHECK" ati existing fit conditions, roof sk>pes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Truss manufacture "MUST" certify (the time and daite) 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 / all 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. babel 1/2" dhL anebor beks * 21" o,c. mi. and all corners, and on each side of MI door and window opening (t3'P). 3/41, Recess for all doorways (typ)- Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opt" 4" cone. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. ---, 1011 x 20" conc. ftg. w/ 3 - #5 rebars cont. w/ a 8" x 8" x16" cone block stemwall above or "opt." 20" x 20" mono ftg. w/ 3 - #5 rebars cant. FOUNDATION PLAN +li�Mlillii111ltI1�M I,Inlr„ ,nilnnnsn� .nn�nall,ln, - _ _ _ - _ _ _ - -__ SCALE: 1/4" = 1'- 0" 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). 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% RESPONSIBLE FOR THE EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING 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. NUT': Proposed roof pitch: 6 / 12 "MUST" be approved by owner and / or contractor before production of roof trusses. Proposed finish ceiling height: 8'- 0" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. All door and window header heights to start at: 6'- 8' Contractor "MUST" verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST" field verify all existing conditions before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in the roof truss layout and dimensioning due to negligence to conduct proper and accurate field inspection by truss manufacture. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson SP1 #586 FI 10456.11 R3 Bottom plate to wood stud connection. Strong Tie Simpson SP2 #1066 FI 10456.11 R3 Top plate to wood stud connection. Strong Tie Simpson LSTA24 #1235 FL 1ii852.6 R3 Continuous floor to floor clear span connection Strong Tie from first floor stud to second floor stud. Simpson Roof structure connection to exterior frame wall or StrongTie H10A #1140 FL 10446.7 R3 Mood beam. Simpson 4 x 4 bottom wood post connection to concrete Strong Tie ABU44 #2200 FI 10860.4 R3 footing / pad at stairway landing. Simpson 4 x 4 top wood post connection to wood beam at Strong Tie BC4 #980 FI 10860 R3 stairway landing. Simpson 2 x 6 floor joist hanger to wood beam or rim joist at StrongTie LUS26 #1165 FL 10$55.31 R3 Istairway landing. Note: 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 8' - 0" unless otherwise specified by General Contractor. --) A- I mi/r-s i t-r_c, S EL 4> -Z J CTU iZt�. �E.ETS FOOZ. LJ IZ E (,) ROOF FRAMING LAYOUT SCALE: 1/4" = 1 ' - 0" A '.mod 15T iD !vo$I 0I V Ira colZE, (-Typ') � r •i PAr '♦ FIRST FLOOR - FLOOR FRAMING LAYOUT SCALE: 1/4" = 1' - 0" e '� wo 00 a r v V) Ac A � w o .mac r- N 00 <- c) Of� L Q�� o rn c c��-o a it m LyNQii — N c m t _ cu o o -o ce, -0 of o �- uI ...i a� v LL 0M � m co a s E O &U 2 WM Op CD cis Q Q o �CnE-L_=� 0OCD Q3 WM cOo-000 O t--Q OF-2Nt1 -IE-+ C1*4 M U) M z Ri v, � Q O LL N ® 1E z C _ �,.+ Q L0 Na) ..J l D JOB NO. 5617 13TH STREET D_1.. IF APRIL 3, 2017 DI AWN By Daniel M. Osman::]