40134 Chancey Rd - Laserfiche WebLink

Browse Search

DATA SCALE: �� PAGE 10 3/28/18 1/4 = 1-O C3'-411 22'-4" 22'-8" 52'-8" 22'-4" 12'-8" MASTER BEDROOM / CLOSET / SITTING ROOM CROSS SECTION ALL ENGINEERED WOOD PRODUCTS ARE TO BE FURNISHED BY THE TRUSS MANUFACTURER. i USE SIMPSON H2.5A HURRICANE TIES TO CONNECT ALL ROOF TRUSSES TO THE FRAME WALLS OR BEAMS UNLESS OTHERWISE SPECIFIED, STAIRS AND HANDRAILS 1) THE HANDRAILS AND STAIRS MUST MEET OR EXCEED THE BUILDING CODES OF THE AREA, 2) STAIRS HAVING 4 OR MORE RISERS ABOVE A FLOOR OR GROUND LEVEL SHALL HAVE HANDRAILS. 3) STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE. 4) THE MIN HEADROOM IN ALL PARTS OF A STAIRWAY SHALL NOT BE LESS THE 80". 5) THE MAX RISER HEIGHT SHALL BE 1 3/4", THE MIN TREAD DEPTH SHALL BE 10". HANDRAIL HEIGHT MEASURED VERTICALLY SHALL NOT EXCEED 38 INCHES OR LESS THAN 34" FROM THE TREAD. 6) THE HANDRAIL SHALL BE BUILT IN A WAY AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE BETWEEN THE BALASTERS. 1) THE STAIRS ARE REQUIRED TO HAVE A MIN. OF (3) 2x12 STRINGERS. THE STRINGERS ARE TO BE NOTCHED OVER A 2x6 02 PT BOTTOM PLATE AT THE FOOT OF THE STAIRS, THE PLATE IS TO BE FASTENED TO THE SLAB WITH SIMPSON 1/4" TITEN MASONRY SCREWS WITH AN EMBEDDMENT OF 1 1/2". THE STRINGERS AT THE HEAD OF THE STAIRS ARE TO BE ATTACHED TO THE FLOOR TRUSSES WITH SIMPSON LSSU210 FACE MOUNTED SLOPED U-HANGERS. HANDRAILS MAX DISTANCE BETWEEN BALISTERS 4" I I (1p"I MIN TREAD LENGTH 10" FLOOR HANDRAIL TRUSSES 34" TO 38" L55U210 -1 3/4 MAX RISER HEIGHT �� NTS NVIK 2x2 #2 SY PINE STRINGER 2x6 #2 PT BOTTOM PLATE UNDER STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIRS SURFACE AND ANY SOFFITTS PROTECTED ON THE ENCLOSED SIDE BY 1/2" GYSUM BOARD, DESIGN SERVICES INC. MOBILE/ OFFICE 352-20fo-5S21 R. 5, HANLEY P 0 BOX 1325 SAN ANTONIO FL.A. 335Vo EMAIL: hanley06aembargmai I.com CUSTOM HOMES AND BARNS FRAMING NOTES: 1) ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, SOIL OR THE WEATHER SHALL BE NO LESS THAN #2 PT SOUTHERN YELLOW PINE. 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE #2 SPRUCE OR SOUTHERN YELLOW PINE OR BETTER. THE MAS SPACING FOR ANY STUDS WILL BE 16" OC, THE EXTERIOR WALLS WILL BE COVERED WITH A SUB -LAYER OF 1/2" SHEATHING AND A VAPOR BARRIER OF TYVEiK WHOLE HOUSE WRAP AND SIDING. 3) THE SIMPSON PRODUCTS IN THIS PLAN MAY BE SUBSTITUTED WITH THOSE OF GREATER OR EQUAL VALUES. ALWAYS VERIFY THIS WITH THE PLANS DESIGNER, 4) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH -INS ARE TO BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 5) ALL INTERIOR FRAME WALL DIMENSIONS ARE GIVEN TO THE CENTER OF THE WALL. UNLESS NOTED OTHERWISE. 6) ALL OF THE EXTERIOR WALL DIMENSIONS ARE GIVEN TO THE OUTSIDE FACE OF THE FRAME OR MASONRY WALLS THAT ALIGN WITH THE OUTSIDE FACE OF THE FOUNDATION. FRAME WALLS ARE HELD IN 1/2" SO THE EXTERIOR SUB -LAYER OF THE WALL SHEATHING WILL ALIGN WITH THE FOUNDATION. 1) ALL WOODEN HEADERS ARE TO BE NO LESS THAN A DBL 2X6 #2 SOUTHERN YELLOW PINE. SEE THE TRUSS LAYOUT FOR THE HEADERS REQUIRED, (1/2" SPACERS ARE NOT REQUIRED) 8) ALL FLOOR JOIST , RAFTERS AND STRUCTURAL BEAMS WILL BE NO LESS THAN 02 SOUTHERN YELLOW PINE LUMBER. 9) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. VERT. WEBS ARE REQUIRED AT ALL GABLE BRACING LOCATIONS. 10) NAIL 2x BLOCKING BETWEEN THE ROOF TRUSSES IN ALL AREAS THAT A PLY -CLIP WONT WORK. Ill THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF 6" ABOVE THE FINISHED GRADE. 12) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. 13) THE NOMINAL RAFTER LOADING WILL BE 20 PSF LIVE LOAD 15 PSF DEAD LOAD, 240 DEFLECTION. UNLESS NOTED OTHERWISE. 14) THE NOMINAL FLOOR JOIST LOADING WILL BE 40 PSF LIVE LOAD 10 PSF DEAD LOAD, 360 DEFLECTION. UNLESS NOTED OTHERWISE. METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION CRICKET AT TOP -SIDE OF CHIMNEY WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY ACTION FLASHING GOES UP THE CHIMNEY FRAME WALLS 8" FLASHING LAPS METAL ROOFING 6 INCHES BASE FLASHING WRAPS CORNERS, EXTENDS OVER METAL ROOFING AT SIDES 6 INCHES AND LAPS AT BASE MIN, 6 INCHES FLASHING DETAILS / NOTES METAL ROOFING NTS JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEP1- YRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3&01 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC.# 53608 352-521-0865 OFFICE 352-521-086-f FAX, SSOS WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE loth EDITION. DAVID W. SMITH, MS. PE, LIC.# 53608 irrawo�r�i�