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CITY OE ATLANTIC BEACH RF51Df: NTIAL COVED SHEET
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SQUARE FOOTAGE INFORMATION : DESIGN SPECIFICATIONS : ct
DESIGN CODES:
CONDITIONED SPACE FIRST FLOOR N/A S.F. 2007 FLORIDA BUILDING CODE (FBC - RESIDENTIAL, ASCE 7-05, 2005 NDS, ACI, ATIC, AWPA,
CONDITIONED SPACE SECOND FLOOR N/A S F APA, ICC 600 1 .0 GENERAL NOTES
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO- FAMILY DWELLINGS) A. It is the intent of the Engineer of Record that his work be in conformance with all requirements of the authorities having jurisdiction over this type of Z <
CONDITIONED SPACE (ADDITIONAL) N/A 5.F. construction and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all w
• DESIGN LOADS: applicable codes and regulations. o
GARAGE (UNCONDITIONED SPACE) N/A s.F, B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. w m LU
ROOF TRUSS: C. Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as U > � U C
UNENCLOSED SPACE N/A S.F. TOP CHORD 20 PSF LL, BOTTOM CHORD 10 PSF LL may be required to attach and accommodate other work. a ° o o F
TOP CHORD 7 PSF DL, BOTTOM CHORD 5 PSF DL U) ¢ Y 2
D. These documents, as instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written �, o
LOT AREA (EXCLUDING WETLANDS AND N/A 5.F. consent by the Engineer of Record. <
BODIES OF WATER) ROOF CONVENTIONAL FRAME: v �
RAFTER', LOAD 20 PSF LL, I 0 PSF DL E. All details shall be in accordance with instructions from manufacturer or designer. J
STRU CTU RE HEIGHT AND # OF STORIES CEILING LOAD 20 PSF LL, 10 PSF DL F. The owner shall provide contractor with a soil investigation report and analysis. All requirements for site preparation and soil compaction specified in the
soil report shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encountered
MAX'MUM HEIGHT OF THE STRUCTURE IN FT, 32 ATTICS WITH STORAGE 30 PSF differ from soil exploration information made available to the contractor.
ATTICS WITHOUT STORAGE 10 PSF G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts
NUMBER OF STORJES 3 during erection. u
FLOORS H. Contractors shall be responsible for all temporary bracing that is required during construction to keep structure safe and plumb until the entire structure n
TYPE OF CONSTRUCTION TOP CHORD 40 PSF LL, BOTTOM CHORD 0 PSF LL is in place. Bracing shown on structural plans is for completed structure only. u.
TOP CHORD 10 PSF DL, BOTTOM CHORD 5 PSF DL a
I. Design is void after one year from original date. C
• TYPE V-B FLOOD ZONE: X J. Do not scale. Use dimensions from architectural plan. _
K. Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the information given in the
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Contract Documents. It shall not include review of quantities, dimensions, weights or gauges, fabrication processes, construction methods, coordination of ,a
the work with other trades, or construction safetyprecautions, all of which are the sole responsibility of the Contractor. Review of a specific item shall no t�
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• UNSPRINKLED indicate acceptance of an assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract
Documents not clearly noted by the Contractor.
MATERIAL INFORMATION L. Grading and proper drainage for this project is the responsibility of the contractor.
2.0 MATERIAL SPECIFICATIONS C�
ROOFING (MATERIAL SHALL MEET THE THE PEQUIR.EMENTS OF Ct APTEF', 9, WASHERS: shall be in accordance with ASTM F 436-09 Grade 36. LU
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NUTS: shall be in accordance with ASTM A 563 Grade A Hex. �---
FLORIDA BUILDING CODE - RESIDENTAL). .,3�
METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel.
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2.23 WOOD
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15 A. All wood members exposed to weather or in contact with masonry, concrete, or soil shall be pressure-treated.
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••• B. All framing anchors andconnectors shat r
1 10 g I be Simpson o equal.
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'� C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer.
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3.2308VERTICAL
F AMIG WOO N D
OS e�y2 GS s R Use 2x4 studs for all exterior and interior walls U.N.O. in these plans. Space studs @ 16"' o.c. at all exterior, interior bearing walls, interior shear �
�s 120 walls, and @ 16" o.c. at all interior non-bearing walls. Q'
Use SPF stud rade or better for all walls u t
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N Use SPF#2 (or better) for all walls up to 10' U.N.O. in these plans, i
Use SPF#2 (or better) top plates and PT SPF #2 (or better) sill plates.
In general, the thru-bolts serve as the continuous load path from the double to late to the foundation.
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PROJECT LOCATION E Metal connectors to be provided by Simpson where required. p {
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cJ Wall sheathing shall be 7/16"APA rated sheathing with 8d nails @ 6" o/c at all panel edges and 12" o/c in field (Enclosed), 8" o/c in field (Partially j
WIND SPEED MAP Enclosed) (typ. uno). Sheathing panels should be oriented perpendicular to framing members for brittle (stucco) finish. 1532" shall be used for I
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parallel to framing members installation. W
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WIND ZONE INFORMATION COMP NT
ONE S * CLADDING P
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NOTE ACCORDANCE THIS STRUCTURE HAS BEEN DESIGNED N CC
AND MEET:-5 THE REQUIREMENTS OF SECTION 1 606 OF THE
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WIND ZONE INFORMATION
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FLORIDA,2007 EDITION OF THE BUILDING CODE.
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IS LOCATED IN THE WIND BORNE DEBRIS REGION
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THIS BUILDING COMPONENTS CLADDING PRESSURES
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BUILDING: ENCLOSED STRUCTURE S E INT RI � ZONES END ONES
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DATE
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01 -15-11
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TrEET' FILE C_0P
DVLSDESIGNED BY
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JOB NO.
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110115
REVIEWED FOR CODE COMPLIANCE SHEET NO
CITY OF ATLANTIC BEACH
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SEE PERMITS FOIA hDDITIONAL
REQUIREMENTS AND CONDITIONS.
REVIEWED BY.
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REPLACE DAMAGED CEDAR O
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REPLACE DAMAGED WALL RECOMMENDATIONS
SHEATHING W/NEW 1/2"APA
ROOFTOP DECK —
RATED&ATTACH W/8d NAILS �
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FRAMING @ 3RD REPLACE DAMAGED TOP
STORY LEVEL PLATE&ATTACH EACH END — —
I II PLATE W/NEW 2x SYP#2 TOP
W/MSTA24 STRAPS SYP A CEILING
APP ION 3'-0'L& E
DAMAGED SECTION W/2x10 -
- ATTAU±W/�1 QlA 16d--
SPLICE DAMAGED BEARING NAILS @ 6"o/c EACH SIDE 0STUDS W/NEW 2x&ATTACH
W/16d NAILS @ 6"o/c Z
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332 2ND STREET 334 2ND STREET U N ¢ L
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TOWNHOUSE ROOF PLAN STRUCTURAL REPAIR PLAN
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