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TRUSS AND FRAMING NOTES:
<br />1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE APPLICABLE
<br />PROVISIONS OF THE #NATIONAL DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION" OF NFPA AND WITH THE TPI "DESIGN SPECIFICATION
<br />FOR METAL PLATE CONNECTED WOOD TRUSSES". CHORD MEMBERS
<br />SHALL BE K.D. SOUTHERN PINE, SURFACED DRY, NO.2 MINIMUM.
<br />LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/360. CONNECTOR
<br />PLATES SHALL BE MADE OF ASTM A446, GRADE A, HOT -DIPPED
<br />GALVANIZED (G60) STEEL AND APPLIED TO BOTH FACES OF TRUSS
<br />AT EACH JOINT. TRUSSES WITH THREE SUPPORTS SHALL PROVIDE
<br />FOR HORIZONTAL MOVEMENT AT ONE.
<br />2. ROOF TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF
<br />THE ROOF TRUSS SYSTEM. DESIGN OF THE SYSTEM SHALL BE PREPARED
<br />SIGNED AND SEALED BY A QUALIFIED FLORIDA REGISTERED PROFESSIONAL ENGINEER.
<br />COPIES OF COMPLETE SHOP DRAWINGS, INCLUDING TRUSS LAYOUT AND
<br />BRACING, SHALL BE SUBMITTED FOR THE CONTRACTOR'S REVIEW.
<br />DURATION FACTORS USED FOR DESIGN SHALL BE 1.25 FOR D+L AND
<br />1.33 FOR D+W LOADS. SUBMITTALS SHALL INDICATE UPLIFT LOADS PER
<br />PROJECT WIND SPEED AND DESIGN CRITERIA.
<br />3. TRUSSES AND RAFTERS SHALL BE SECURED TO SUPPORTS WITH HURRICANE
<br />ANCHORS AND 8d NAILS, MINIMUM, TRUSS TO TRUSS CONNECTORS SHALL
<br />BE BY THE TRUSS FABRICATOR INCLUDING VALLEY TRUSSES.
<br />4. TRUSSES SHALL BE SECURELY BRACED DURING ERECTION AND AFTER
<br />PERMANENT INSTALLATION IN ACCORDANCE WITH "BRACING WOOD TRUSSES:
<br />COMMENTARY AND RECOMMENDATIONS (BWT-85)" AS PUBLISHED BY TPI, AS
<br />CALLED FOR BY THE TRUSS FABRICATOR AND AS SHOWN ON DRAWINGS.
<br />CONSTRUCTION AND/OR PERMANENT LOADS SHALL BE PLACED ONLY ON
<br />COMPLETED NAILED SHEATHING AND BRACING.
<br />5.. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
<br />BE PRESSURE TREATED, USING WOLMAN CC OR EQUIVALENT.
<br />6. THE CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS, DUCT LAYOUT
<br />AND OTHER CEILING WORK WITH TRUSS AND OTHER STRUCTURAL FRAMING.
<br />7. ALL DOORS, WINDOWS AND STOREFRONT, THEIR FRAMES, FASTENERS AND ANCHORAGES
<br />SHALL SATISFY THE 150 MPH WIND SPEED REQUIREMENTS OF RFBC 2010, CHAPTFER 3.
<br />8. PATIO DOORS SHALL BE SAFTY GLAZED PER RFBC 2010, SECTION R 308.4.
<br />ROOF SHEATHING (UNBLOCKED)
<br />USE 15/32" THICK APA RATED SHEATHING, 32/16, EXPOSURE
<br />1 (OR 1/2" OSB). USE PANEL CLIPS BETWEEN EACH SUPPORT.
<br />MINIMUM NAILING OF PLYWOOD SHALL BE WITH 8d COMMON NAILS
<br />AT 6" O.C. AT SUPPORTED EDGES. AT 12" O.C. ALONG
<br />INTERMEDIATE SUPPORTS, NAILING SHALL BE 4" O.C. FOR PERIMITERS
<br />AND HIPS, FOR A 5'-0" WIDTH. ( NO STAPLES ).
<br />FLOOR SHEATHING. GLUE -NAILED SUB -FLOORING
<br />USE 3/4" THICK APA RATED SHEATHING, 48/24, C-D, EXPOSURE I. PANELS
<br />SHALL BE TONGUE AND GROOVE EDGES. NAILING SHALL BE 8d DEFORMED
<br />NAILS 0 6" O.C. ALONG EDGES AND 12" O.C. AT INTERMEDIATE
<br />SUPPORTS FOR GLUE -NAILED FLOORS. USE ADHESIVES CONFORMING TO APA
<br />SPEC Y510J; NON -VENEERED PANELS WITH SANDED SURFACES AND EDGES
<br />SHALL USE ONLY SOLVENT BASED GLUES.
<br />WALL SHEATHING
<br />EXTERIOR AND INTERIOR BEARING STUD WALL SHEATHING SHALL BE 15/32"
<br />THICK APA RATED, EXPOSURE I OR 1 /2" OSB. NAILING OF PLYWOOD SHALL BE 8d NAILS
<br />AT 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, U.O.N.
<br />STRUCTURAL WOOD
<br />1. LUMBER FOR STRUCTURAL FRAMING AND STUD WALLS SHALL BE SURFACED
<br />tad 15% M.C. MAX, KD, SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
<br />FOLLOWING MINIMUM GRADES:
<br />2X4 STUD WALLS - STUD GRADE
<br />2X6 AND LARGER FRAMING - NO. 2 GRADE, Fb=1200 PSI, MIN.
<br />4X4 POSTS STUD GRADE
<br />2. MINIMUM TWO-2X STUDS UNDER ALL CONCENTRATED LOADS.
<br />3. ML = MICRO -LAM BEAMS BY "TRUSJOIST", GRADE Fb = 2925 PSI
<br />OPEN WEBB 4X2 WOOD FLOOR TRUSSES, SHALL BE 16" DEEP BY
<br />TRUSJOIST-MACILLAN WITH INSTALLATION IN ACCORDANCE WITH
<br />RECOMMENDATIONS AND GUIDLINES OF THE VENDOR. PROVIDE STRUT
<br />BRACING, BRIDGING AND BLOCKING AS REQUIRED OR SHOWN. SHOP DRAWINGS
<br />SHALL BE SUBMITTED FOR THE ENGINEERS REVIEW. PERMANANT BRACING,
<br />BRIDGING AND SHEATHING SHALL BE INSTALLED PRIOR TO FLOOR LOADS.
<br />4. ALL FRAMING CONNECTIONS SHALL BE BASED ON (USP) LUMBER CONNECTORS.
<br />NAILING REQUIEMENT LITERATURE. A CATALOG OF CONNECTORS SHALL BE
<br />KEPT ON SITE AT ALL TIMES AND REFERED TO BY THE FRAMING
<br />SUBCONTRACTOR. ALL NAILS AND CONNECTORS EXPOSED TO THE ATMOSPHERE
<br />SHALL BE GALVANIZED.
<br />5. PROVIDE WOOD FRAME SUPPORT AND ACCESS PLATFORM ABOVE BOTTOM TRUSS
<br />CHORDS AS REQUIRED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL VERIFY
<br />LOCATIONS AND PROVIDE ROOF TRUSS FABRICATOR WITH LOADS, INSTALLATION
<br />DIMENSIONS AND CLEARANCE REQUIREMENTS NECESSARY FOR TRUSS DESIGN AND
<br />MODIFICATIONS TO STANDARD TRUSSES.
<br />ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI
<br />1UILDING SLAB AND FOOTING SUBGRADES INCLUDING ALL FILL SHALL BE COMPACTED
<br />TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE
<br />PER ASTM D-1557. SOIL SHALL BE GRANULAR MATERIAL CONTAINING LESS THAN
<br />11 % OF FINES PASSING A #200 SIEVE. DENSITY TESTING AT CONTRACTORS OPTION.
<br />DESIGN CRITERIA AND STRUCTURAL NOTES
<br />1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING
<br />CODE 2010, LOCAL ORDINANCE AND REGULATIONS.
<br />2. LIVE LOADS
<br />ROOF = 30 PSF
<br />FLOOR = 40 PSF
<br />DEAD LOADS:
<br />ROOF -TOP CHORDS = 7.5 PSF, BOTTOM CHORD = 10 PSF
<br />FLOOR = 20 PSF
<br />3. WIND LOADS: 150 MPH WIND SPEED = 25 PSF, BASIC
<br />DESIGN PER RFBC 2010.
<br />4. MATERIALS OF CONSTRUCTION AND NOTES
<br />ALL CONCRETE TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS
<br />FOR REINFORCED CONCRETE" (ACI 318-95).
<br />ALL CONCRETE ------ f'c = 2,500 PSI, 5" SLUMP MAX, FILLED CELLS
<br />2,500 PSI, "PEAROCK CONCRETE", 9" SLUMP MAX. USE WATER OR CURING
<br />COMPOUND FOR SLAB -ON -GRADE AND PLACE NO CONSTRUCTION MATERIALS
<br />THEREON UNTIL CONCRETE HAS REACHED 2/3 OF ITS COMPRESSIVE STRENGTH.
<br />CONCRETE TESTING AT CONTRACTOR'S OPTION.
<br />ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI
<br />AND SHALL CONFORM TO ASTM A-615. LAP SPLICE BARS 25 TIMES.
<br />ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82-02..
<br />MASONRY
<br />1. HOLLOW REGULAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
<br />IN WIDTH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR HOLLOW LOAD -
<br />BEARING CONCRETE MASONRY UNITS, GRADE N-11 CONFORMING TO ASTM C90-03,
<br />WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'rn
<br />(net section area).
<br />2. BRACE HOUSE WALLS UNTIL FILL AND CONCRETE FLOOR SLAB ARE INSTALLED.
<br />3. MORTAR MIXES SHALL MEET ASTM C-270-04, PROPORTION PER THE FOLLOWING TYPES:
<br />TYPE S (1,800 PSI) OR M (2,500 PSI).
<br />4. CELLS CONTAINING VERTICAL REINFORCING BARS SHALL BE FILLED WITH 'PEAROCK"
<br />CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING
<br />NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
<br />9 INCHES MAXIMUM.
<br />NOTE: VARIOUS ITEMS WITHIN THE GENERAL
<br />NOTES DO NOT APPLY TO THIS PROJECT.
<br />ADDRESS:
<br />5930 8TH. STREET
<br />ZEPHYRHILLS, FLORIDA 33542
<br />UTI LITI ES:
<br />WATER -- PUBLIC
<br />SEWER - PUBLIC
<br />BSBL=BUILDING SETBACK LINE
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<br />0
<br />NO TITLE SEARCH HAS BEEN DONE ON THIS PROPERTY
<br />PIN NO. 1 1 26-21-0010-00700-0220
<br />NO WETLANDS ON SITE
<br />BEFORE DIGGING CALL
<br />SUNSHINE STATE ONE -CALL OF FLA
<br />1-800-432-4770
<br />FSS 93.240, SECTIONS 556,101-556.111
<br />REQUIRES MIN. OF 2 DAYS AND MAX, OF
<br />5 DAYS NOTICE BEFORE YOU EXCAVATE.
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<br />I?REVAILI G 'CO. ES, FL('1; RDA BUILDIGNG
<br />CODE,NNAT}4{ Nr",I.I'LECTIUICCODEAND
<br />CITY OF INANCES
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<br />1sCODE:
<br />1.1 RE FLORIDA BUILDING CODE 2010
<br />1.1.1 RISK CATEGORY I
<br />FRONT AND REAR PORCHES)
<br />1.1.2 RISK CATEGORY li
<br />(RESIDENCE)
<br />ENCLOSED STRUCTURES
<br />1.2 BUILDING CODE REQUIREMENTS FOR
<br />REINFORCED CONCRETE (ACI 318-08)
<br />1.3 "DESIGN SPECIFICATION FOR LIGHT
<br />METAL PLATES CONNECTED TO WOOD
<br />TRUSSES" BY THE TRUSS PLATE
<br />INSTITUTE (TPI) LATEST EDITION.
<br />2. DESIGN CRITERIA:
<br />2.1 DWELLING FLOORS-40 PSF LIVE LOAD
<br />PLUS 20 PSF DEAD LOAD.
<br />2.2 BALCONIES-40 PSF LIVE LOAD PLUS
<br />15 PSF DEAD LOAD.
<br />2.3 ROOF OVER LIVING AREAS-30 PSF
<br />LIVE LOAD, 17 PSF (7 PSF T/C AND
<br />10 PSF B/C DEAD LOAD FOR SHINGLE
<br />ROOFS.
<br />2.4 WIND - 150 MPH 3 SECONDS
<br />GUST, EXPOSURE "B", IMPORTANCE
<br />FACTOR 1.0.
<br />2.5 NET UPLIFT DEAD LOADS-10 PSF
<br />SHINGLES, 15 PSF TILE.
<br />2.6 INTERIOR DOORS BY THERMA-TRU, O.E.
<br />3'X6'8" DP = +80.0 & (-)80.0
<br />FC = FL11483.6
<br />2.7 ALENCO WINDOW, NON -IMPACT SINGLE
<br />HUNG 900 SERIES, LOW "E"
<br />SH25 DP = +41.0 & (-)41.0 - O.E.
<br />FC = FL10788.1
<br />O.E. = OR EQUAL
<br />DRA WING INDEX
<br />1. SITE PLAN, NOTES AND DRA WING
<br />2. EXISTING FLOOR AND DEMO PLAN
<br />3, EXISTING ELEVA TIONS
<br />4. PROPOSED FLOOR PLAN
<br />5. PROPOSED ELEVATIONS
<br />6. FO UNDATION PLAN
<br />7. PL UMBING PLAN
<br />B. ELECTRIC PLAN
<br />9. A%C PLAN
<br />10. TRUSS PLAN
<br />11. CONCRETE DETAILS
<br />12. WOOD DETAILS
<br />13. SHINGLE DETAILS
<br />14. PRODUCT CODES
<br />The contractor shall verify all plans and existing dimensions
<br />and conditions on the jab site and shall immediately notify
<br />the engineer in writing of any discrepancies before
<br />proceeding with the work or be responsible for some.
<br />Emails: rroberts.egiOgmail.com troutwein_clem@outlook.com
<br />ENsfi•N=
<br />No.427s2 .
<br />STA E OP
<br />MV10A
<br />Digitally signed by William H
<br />Roberts, PE
<br />DN: cn=William H Roberts,
<br />PE, o=EGi, ou=Engineering,
<br />email=rroberts.egi@gmail.c
<br />On C=US
<br />Date: 2013.09.01 16:46.43
<br />-04'00'
<br />I HEREBY CERMY:
<br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE
<br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE
<br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
<br />ALONG WITH THE EN71RE 2010 FLORIDA BUILDING CODE, RESIDENTIAL
<br />EGI-ENGINEERING GREAT IDEAS, LLC
<br />William H. Roberts, P.E.
<br />1808 James Redman Parkway
<br />No. 306
<br />Plant City, Florida 33563
<br />P.E. #42712
<br />TEL (813) 334-0271
<br />CA #29098
<br />8-26-13
<br />DATE
<br />OT VALID WITHOUT FOR SEAL OR STAMP)
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