36134 Shady Bluff Lp Lot 6 - Laserfiche WebLink

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am FRONT ELEVATION C 1/4" = 9' 12 �5 n Ll REAR ELEVATION 0 0 0 00 nu 0 C i 4 " - i-' CONTINUOUS RIDGE VENT (TYP) CONTINUOUS RIDGE VENT REG. MOLD. 4.5X8.5" 0.94 1.99 3.77 00 1.80 1.00 1,41 FOAM DETAIL ROOF SHEATHING PER GENERAL NOTES ATTACH TO TOP CHORD BACK NAIL W/ (2) W/SIMPON H2.5 (OR 12d COMMONS EQUAL) 2X4 LADDER/OUTLOOKER "T" OR "L" 24" OVERHANG SPACE 24" BRACING SCISSOR TRUSS O.C. 12"/16" OVERHANG (REQ'D) SPACE 48" O.C. NOT SHOWN SIDING OR SHEATHING (SEE GENERAL NOTES FOR PANEL SIZE & ATTACHMENT) 2x4 RAT RUNS OR 2x4 BLOCKING 48" O.C. FOR FIRST FOUR FRAMING ATTACH 2X4 DIAPHRAM TOJ SPACES FROM EACH END ATTACH GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2) WEBS W/(2) 10d 10d COMMON NAILS COMMON NAILS RYWALL NAILER GABLE END TRUSS KNEE WALL 12 �5 LEFT ELE VA TION C 114 99 e 12 �5 RIGHT ELE VA TION C 9 /4 " = I' TRUSS BRACING PER \_STRAP TRUSS W/ SIMPSON TRUSS MFG. SPECS HETA20 (OR EQUAL) USING CONTINUOUS (6) 10d NAILS (MIN) ® 48" BOND BEAM W/ O.C. (1) #5 REBAR 9 CATHEDRAL @ CABLE DETAIL STRUCTURALLY CONTINUOUS WALL NOT TO SCALE 2x4 RAT RUNS OR 2X4 BLOCKING 4'-0" O.C. FOR FIRST FOUR FRAMING SPACES FROM EACH END STRAP TRUSS W/ SIMPSON HETA20 (OR EQUAL) USING (6) 10d NAILS (MIN) @- 48" O.C. i � a i 2-1 6d 5d COOLER NAILS OR GWB54 ® 7" O.C. MASONRY GENERAL NOTES GENERAL NOTES STRUCTURAL DESIGN CRITERIA 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC FBCR 2010 REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 2. ASC /SEI 7-10 CODE (140 mph) 2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000 3. STRUCTURE RISK CATEGORY = II PSI, FM=1350 PSI) LAID IN RUNNING BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS 3. MORTAR SHALL BE TYPE S OR M. 5. EXPOSURE FACTOR = B 4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICIENT = f0.18 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5, 7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF VERTICAL. 8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF 5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX) CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. ROOFING / FLASHING DRAINAGE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% PROVIDED. ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF ) / SLOPE AWAY FROM THE FOUNDATION. , DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6' O.C. IN FIELDS. STEMWALL FOOTING GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK. USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16"x26GA VALLEY BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0" METAL PLACED OVER FELT NAILED 12" o.c. ® EDGES. WHERE WALLS MEET WINDOWS ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS. ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS 101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. WALLS TO BE STD SPF MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS OR HIGHER GRADE. IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF. WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN) MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BIRD (IF AREA ABOVE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CLNG). 24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW. TRUSS ANCHORS EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 2006 OR ASTM F 2090. EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH EN[ (;ARA(;F nnop FOR (2/3) PLY GIRDER USE (2) SIMPSON HHETA20 EACH END FOR GABLE END GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL 2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6" WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ WEDGE ANCHORS, CONCRETE SCREWS OR .145"0 P.D.F.'s A PERMANENT LABEL IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES ENABLES ASSURANCE OF COMPLIANCE TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED. CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS. THIS SUBSTITU11ON IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP. ELECTRICAL NOTES EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY 1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106 AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (2008 NEC). WIRE COLLATED NAILS ® 4"O.C. 2x DOOR BUCK (IF REQD) TO BE ATTACHED TO SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE- 80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE HUNG DOOR UNIT PRE MFG SPECS. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER ATTIC ACCESS ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION) 22"00". ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE EXTERIOR SIDING REGUARDLESS OF GARAGE HANDING. MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C. LATH EDGES & 6" O.C. IN FIELDS ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT MISPLACED WALL RIENFORCING NOTE MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO EIVALENT WOOD SUPPORTSOF CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING BENT OVER4ATG EASTI3ED AIRSCAL WITH A PENETRATION OIFH3/4' ANDTHE IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE BEAM w/ A MIN. HOOK OF 10". IF THE NEW DOWEL LOCATION IS MORE THAN 8" WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT 5x24 LONG DOWEL DRILLED 4 INTO THE CONCRETE SLAB & SET IN SIMPSON # " BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED WIRE LATH. w/ A MIN. 2500 PSI CONCRETE. FENESTRATION FLASHING, SEALANTS, AND WEATHERSTRIPPING JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12 BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. 2X6 PLATE CONTINUOUS 14' LENGTHS MINIMUM CONNECTED TO CMU WALL W/1 /2" X 8" ANCHOR BOLT 2-16d @ 32" O.C. GABLE END TRUSS CONNECTION STRUCTURALLY CONTINUOUS WALL hinT Tn C`r'AI r CONVENTIONAL VALLEY FRAMING DETAIL GABLE END, COMMON RIDGE BEAM TRUSS OR GIRDER TRUSS - (SEE NOTE #6) VALLEY RAFTERS (24" O.C. MAX) 12 P TRUSS TYPICAL (24" O.C.) POST SEE NOTE #8) CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST BE SHEATHED 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS. 3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. 5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO ROOF SHEATHING. 6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO ROOF SHEATHING WITH (3) 10d TOE NAILS. 7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS. 8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10D NAILS. VALLEY PLATE (SEE NOTE #4) POST SEE NOTE 8) GABLE END, COMMON TRUSS OR GIRDER TRUSS LIVE LOAD = 30 PSF (MAX) DEAD LOAD = 15 PSF (MAX) D.O.L. INC. = 1.15 ASCE 7-10 (MWFRS) 140 MPH NOTE 48" O.C. MAXIMUM POST SPACING SHEET