501 Cruiser Ln RERF19-0093 ShingleDESIGN SPECIFICATIONS
DESIGN CODE:
2017 FLORIDA BUILDING CODE — RESIDENTIAL
DESIGN LOADS: ACTUAL AND UNIFORM
ROOF
ROOF LOADING (cd=1.25)
TOP CHORD LIVE LOAD 20 psf
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES)
BOTTOM CHORD LIVE LOAD 10 psf
BOTTOM CHORD DEAD LOAD 5 psf
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
WIND LOADING:
ASCE 7/10
BASIC WIND SPEED (ASCE 7-10) — — — — — - — 130 MPH
ROOF PITCH — — — — — — — — — — —— EXISTING
EXPOSURE CATEGORY — — — — — — — — — — — B
SCOPE OF SERVICE
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK INACCORDANCEWITH THE CONTRACT
DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE TRUSS REPAIR SHOWN ON THIS SHEET.
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE
BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN
INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTJRES. THE
ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION
INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW
CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT
EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS.
CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL
MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH
ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY
PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL
DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
PICTURE OF DAMAGED ROOF TRUSS ABOVE BEDROOM
SCALE: 1/2" = F-0"
REVIE'"IED FOR CODE CON11PLIANCE
CITY OF ATLANTIC EE CH
SF4
PERMITS FOR ADDITIONAL'
REQUIREMIENTS AND CONDITIONS _uis A Pontigo PE
REVIEWED BY; DATE:
-Z.,?_/� JAN 31 2018
FL PE NO 53311
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