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ROOF TRUSS 5RACING IN ADDITION TO THE TRUSS ENGINEERING REQUIRED X-BRACING }O;,O" OC MAX, r- �I X-BRACING 20'-0" OC MAX, I 1 r # • E IX l i I I � i � i t t Ix! k I lJ i 1 j MIN 2X4 #2 PINE X-C=ROSS IERAGING BOTTOM CHORD 1` f MIN OF (2) y'1 i Irod COMMONS PER TRUSS JOINT °, \L AND X-JOINT MIN 1X4 CONTINUOUS 02 PINE TRUSS BRACING -BRACING: DETAIL NAIL THE 2X4 MEMBERS OF THE X-GROSS BRACING INTO THE TOP AND BOTTOM CHORDS OF THE ROOF TRUSSES WITH (2) 166 COMMONS. CLINCH ANY NAILS THAT PENETRATE THE LUMBER. AT LEAST ONE TRUSS SPACE E LAPPED MIN (2) 12c ( F'ER JOINT RAT -RUN BRACING DETAIL_ MAX OF 10'-0" Or, SPACING MIN IX4 NTINUOUS #2 PINE TRUSS BRACING FRAMING NOTES: 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT WITH SOIL WILL BE 02 PT SOUTHERN YELLOW PINE . 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE 02 SPRUCE OR BETTER AND SPACED 1,Co" OC, 3) ALL ENG. WOOD BEAMS SUCH AS MICROLLAMS HAVE BEEN DESIGNED ACCORDING TO THE TRUSSJOIST SPECIFICATIONS, 41) ALL OF THE SIMPSON FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY THIS WITH THE ENG, OF RECORI . 5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO RF-QUESTI14S A FRAMING INSPECTION, ALL INTERIOR DIMENSIONS ARE GLEN TO THE INDICATED CENTER OF T E STUD UNLESS NOTED OTI-IERWIS '. Z) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE FRAME OR MASONRY WALL WHICH WILL ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR 5HE'ATHING WITH THE FOUNDATION). 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER, 3) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X ro 02 SOUTHERN YELLOW PINE. ( NO PLYWOOD SPACERS REQUIRED) 10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LESS THAN n SOUTHERN YELLOW PINE LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR CLOSER THAN 08" FROM THE GROUND IT #:MOLL NEED TO BE PRESSURE TREATED, EXCEPT AS NOTED, j ll) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY E THE TRUSS COMPANY TWAT PRODUCES THE TRUSSES, 12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT A PLY -CLIP CANT BE APPLIED, DATE f & /Ce. SCALE= 1/ 11 = V--oil FAGE 9 DESIGN SERVICES INC. 1114elLE/ OFFICE 352-206-5827 OFFICE FAX 352-588-2342 R. S' H NLE P O BOX 1325 SAN ANTONIO --- - —� FLA, 3-15-16 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO MOLD HARMLESS, IDEI" INIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB. THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE, THESE CHANGES .ARE NOT REOUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR TH15 PLAN, BECAUSE THIS 15 AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION 16 NOT ON THIS PLAN THE CONTRACTOR WILL. NEED TO VERIFY THAT THE NEW WORK 15 MATCHING THE EXISTING, THE SUJEENEY ADDITION E0E3 11th 6T ZEPNYRNILLS FLORIDA 33542 EAST P SCO COUNTY 11-2 -21- 10-21300-001 LIVING AREA 19313 61= SCREEN PORCH 240 SF FRONT PORCH 100 SF TOTAL_ UNDER ROOF 2281 SF THE CONTRACTOR WILL BE RESPONSIBLE- TO VERIRY THE SF, DAVID t�U, SMITE-}, MS. FE, FLORiDA LIG.• 53608 352-521-0865 OFFICE 352-521-0861 FAX, c3c30,B W ALLASTON DRIVE DADE CITY FLA. 33525 I HEREfBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO IBE IN COMPLIANCE WITH ASCE-1, THE FLORIDA IBIJ DING CODE 2001 EDITION. AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-01. DAVID W, SMITH Ms, PE£ 11 53roca