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HomeMy WebLinkAbout216 Elm Ave 16-2458 Plan FramingFUTUI SINK AAVJIL WATER HEATEF 180K BTU/H (MAX) UI\/""11114!'1 VL I..Jv. NOT TO SCALE TER BY )MPANY ENGTH = 130' 1L GAS STRUCTURAL NOTES: 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC., DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 2. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL SHEAR WALLS MUST TRANSFER LOADS TO TRUSSES AND/OR FLOOR JOISTS. 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS. 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. 6. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER TRUSS MANUFACTURES. 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE THRU FOOTER ADD (1) #5 25" LAP PIPE SLEEVE PENETRATING PIPE PIPE THRU MONO FTG. DETAIL #5 BARS ABOVE NB &BELOW PENETRATING PIP 8" CONC. BLOC" CONC. FOOTING 0o _ PIPE SLEEVE PENETRATING PIPE ALL HURRICANE HOLD-DOWNS FOR WOOD TO WOOD ARE SIMPSON MTS -12 UNLESS OTHERWISE NOTED. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II SPECIES OR MINIMUM fb->1300 P.S.I •1932 C :�,' PE SLEEVE PIPE THRU BLOCK SHOWN FILL CELLS SOLID PIPE THRU STEM WALL DETAIL FTG. DETAIL OF PENETRATION PIPE 16" 8" CONC. BLOCK 2 #5 BARS ABOVE PENETRATING PIPE PENETRATING PIPE IIPE SLEEVE HOUSE DEPTH (FT.) 2 #5 BARS BELOW PENETRATING PIPE ON CHAIRS 24 HEADER DESIGN CHART DOUGLAS FIR -LARCH, SOUTHERN PING NO. 2, ROOF LOA - 20 LL + 10 DL, FLOOR LOAD = 40 LL + 10 DL Fh = 1200 E = 1,600,000 FV = 90 HEADER HEADER NON. STRUCT. SHEATH. 1/2" INSUL. BD. SHEATH. 15/32" PLYWOOD SHEATH. DEPTH (FT.) SUPPORTING: SIZE: HOUSE DEPTH (FT.) HOUSE DEPTH (FT.) HOUSE 24 28 32 24 28 32 24 28 32 2 HEADER STUDS ((EACH SIDE) 6'-0" TO 12'-0" ROOF 2- 2 X 4 4'- 7 4 -8 4'-3 4'-1 1" 4P -8'p -6 ' S- 7 5'- 4 5-1 12" 0/C 2- 2 » „ X 6 6 1-81, » 6, -4 „ , -11 5'- „» 6'-1 1 6'-73'- , -4" „ 7'- 7 , , 7 -3 7'-0- SOUTHERN PINE, 24" 0/C 2- 2 X 8 8'-3 8,-0 7)-7" 8'-6 8'-2 -11 8'- 11 1 It 8 -7 8'- 4 2 - USE 8d RING -SHANK NAILS 2 - 2" X 10" 9'-10" 9'-6" 9'-3" 10'-0" 9'-8" '-4" 10'-4" 10'-0" 9'-9" 21 '-O" 2 - 2" X 12 1 l'-4" 10'-1 1 " 10'-7" 11P-3)) 11,-1 " 0'-9" ll' -10" 11 '-5" 11'- 1 " ROOF + ONE 2 - 2" X 4" 5'-2" 4'-11 " 4'-9" 5'-4" 5'-1 " '-10" 5'-8" 5'-5" 5'-2" STORY 2 - 2" X 6" 6'-9" 6'-5" 6'-0" 6'-11 " 6,-7„ ,-3" 7'-4" 7'-0" 6'-8" (NONBEARING) „ 2 - 2 X 8 » 8 -0 7'-5" »» 7'-0 81-1 7'-8' -3 ,f 8 -5 8'-2 It 7'-9 2 - 2" X 10" 9'-3" 8'-9" 8'-3" 9'-4" 9'-0" '-5" 9'-7" 9'-3" 80-111, 2 - 2" X 12 10'-3" 10'-1" 9'-7" 10'-6" 1 10'-2" '-9" 10'-10 10'-5" 101-111 ROOF +ONE „ X 4 » 2 - 2 4'_8" 4'-5" 4'-3" 4'-1 " 3'-9" '-7„ 4,-5„ 4,-2" 4,-0„ STORY 2 - 2" X 6" 5'-10" 5'-5" 5'-1 " 4'-10" 4'_5,0 '-2" 5'-3" 4'-1 1 „ 4f-7„ (BEARING) 2- 2 fD » X 8 , 6 -91) D, 6'-3 1-1 1 »» 5'- 1 5'-7 5`-2 » -10 6, -0 , » 5- 7 , » - „ „ X 10 2- 2 8-0» 7,-5 6'-1 1 „ 6-6 » 6'-0" -8" 6'-1 1 " 6'-5" 6'-0" 2 - 2" X 12 9'-3" 8'-7" 8'-1 " 7'-6" 7'-0" '-6" 7'-11 " 7'-4" 6'-11 „ SIMPSON SP4 ® 32" 0. C. DOUBLE TOP PLATE FOR TOP PLATE OR SIMPSON JTZ. tCUUr rrCtimnvv .>>UL."i SIZE -STUD 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED MAXIMUM HT. 2" X 4'; PER MANUFACTURER. HEADER STUDS AT EACH END OF THE HEADER 8'-0" 2. HEADER STUD REQUIREMENT. FULL LENGTH STUDS AT EACH END OF THE HEADER 9'-0" 2" X 4'; I FULL WALL LENGTH STUDS 10'-0" 2" X 4", 2 HEADER STUDS ((EACH SIDE) 6'-0" TO 12'-0" 9'-0" 2" X 4'; HEADER SIMPSON LSTA9 AT EA. CRIPPLE BOTT. OR LSTA 15 SIMPSON MSTA15 HEADER STUDS MIT I N61 CA4ECTIII6 REQHIREDI 18'-0" 10'-9" 3. BEARING WALL NAIL PATTERN WOOD: 1 i'-4" 2" X 6", 1. PLYWOOD: (FIELD) USE 10d NAILS ® 12" 0/C 12'-4" 2" X 6", (EDGE) USE 10d NAILS ® 6" O/C 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE 13'-9" 2" X 6", 2. GYPSUM: (FIELD) USE 5d NAILS © 10" 0/C ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES 16'-0" (EDGE) USE 5d NAILS @ 7" 0/C SOUTHERN PINE, 24" 0/C 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 4. ROOF NAIL PATTERN: SIMPSON SP4 © 32" 0. C. FOR BOTTOM PLATE OR SIMPSON SF' 1. TYPICAL FRAMING AND CONNECTIONS THIS EXCEED THE 140 MPH ULTIMATE DESIGNEDURE HAS BEEN WIND SPE D(VULOT) FOR OPEN/NGS REQUIREMENTS OF THE 5th EDITION 2014 FLORIDA BUILDING CODES & THE 2011 NEC. NOTES: .>>UL."i SIZE -STUD 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED MAXIMUM HT. 2" X 4'; PER MANUFACTURER. HEADER STUDS AT EACH END OF THE HEADER 8'-0" 2. HEADER STUD REQUIREMENT. FULL LENGTH STUDS AT EACH END OF THE HEADER 9'-0" 2" X 4'; 1 HEADER STUDSEACH SIDE 1 '-6" TO 6'-0" 10'-0" 2" X 4", 2 HEADER STUDS ((EACH SIDE) 6'-0" TO 12'-0" 9'-0" 2" X 4'; 2 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" 10'-9" 3. BEARING WALL NAIL PATTERN WOOD: 1 i'-4" 2" X 6", 1. PLYWOOD: (FIELD) USE 10d NAILS ® 12" 0/C 12'-4" 2" X 6", (EDGE) USE 10d NAILS ® 6" O/C 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE 13'-9" 2" X 6", 2. GYPSUM: (FIELD) USE 5d NAILS © 10" 0/C ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES 16'-0" (EDGE) USE 5d NAILS @ 7" 0/C SOUTHERN PINE, 24" 0/C 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 4. ROOF NAIL PATTERN: SOUTHERN PINE, 16" 0/C 0.46 SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 17'-0" 1D ZONE 1 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) /9'-4" 2 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) 14'-9" 3�ZONE ZONE 3 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) 5. 5/8" GYPSUM CEILING: USE 5d NAILS ® 7" 0/C BOTTOM PLATE 1 #5 VERT. REINF. C.M.U.= � P. T. END STUD I 1/2" ANCHOR BOLT ® 48 0/C (VERT.) OR 1/2"x7" RED HEADS MAY BE USED. FRAME TO BLOCK CONNECTION © BEARING & EXTERIOR WALLS FTG. W/ (2) #5 /P. �- BENT BAR W/ 28" LAP E.W. TYP OF 2 CORNER BAR DETAIL ., ,, -r, n r //,n e" r 1 I n e- LIIVIIILU r7LIUi7i,D U1 ffZ_ .>>UL."i SIZE -STUD MATERIAL & O/C SPACING 6.00' > 12.00' MAXIMUM HT. 2" X 4'; SPRUCE FIR, 24" O/C HEADER STUDS AT EACH END OF THE HEADER 8'-0" 2" X 4'; SPRUCE FIR, 16" 0/C FULL LENGTH STUDS AT EACH END OF THE HEADER 9'-0" 2" X 4'; SPRUCE FIR, 12" 0/C 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 10'-0" 2" X 4", SOUTHERN PINE, 24" 0/C 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION 9'-0" 2" X 4'; SOUTHERN PINE, 16" 0/C DAMAGE TO THE STRUCTURE 10'-9" 2" X 4'; SOUTHERN PINE, 12" 0/C WOOD: 1 i'-4" 2" X 6", SPRUCE FIR, 24" 0/C BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 12'-4" 2" X 6", SPRUCE FIR, 16" 0/C 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE 13'-9" 2" X 6", SPRUCE FIR, 12" 0/C ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES 16'-0" 2" X 6'; SOUTHERN PINE, 24" 0/C 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 13'-9" 2" X 6"1 SOUTHERN PINE, 16" 0/C 0.46 SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 17'-0" 2" X 6'; SOUTHERN PINE, 12" 0/C TRUSSES ARE BRACED DURING UPLIFT CONDITIONS /9'-4" 2" X 8", SPRUCE FIR, 24" 0/C SPECIES: (OR EQUIVALENT) 14'-9" 2" X 8'; SPRUCE FIR, 16" 0/C GRADE NO. 2 18'-0" 2" X 8'; SPRUCE FIR, 12" 0/C 21 '-O" 2" X 8", SOUTHERN PINE, 24" 0/C 18'-0" 2" X 8", SOUTHERN PINE, 16" O/C 22'-3" 2" X 8", SOUTHERN PINE, 12" 0/C 25'-8" HISTORIC PERMIT All work must be done in strict accordance With the Approved Certificate of Appropriateness Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance CONSTRUCTION NOTES GENERAL: 1. LIVE LOAD - ROOF 20 PSF.-FLOORS 40 PSF. - DECKS 40 PSF,-STAIRS 40 PSF. DEAD LOAD - ROOF 15 PSF SHINGLE. -FLOORS 20 PSF. - DECKS 20 PSF,-STAIRS 20 PSF. 2. WIND SPEED - 140 MPH 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 5th ADD. FLORIDA BUILDING CODE 2014 EDITION 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE PERMITTED. 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN STEEL PIPE OF LARGER DIAMETER. CONCRETE: 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-05 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 10rN 5) COMPRESSIVE STRENGTH 0 28 DAYS SHALL BE 2500 PSI FOR SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 NON -AIR ENTRAINED CONC. 0.67 AIR ENTRAINED CONC. 0.54 SLUMP -SLAB ON GRADE = 5" OTHER = 3" WATER -PORTABLE CHLORIDE -NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33 4' t MINIMUM WALL AND HEADER STUD REQUIREMENTS FOR STRUCTURAL HEADERS "44- N HEADER SPAN LENGTH (FT.) 0.0 > 6.00' 1 6.00' > 12.00' 12.00' > 18.00' LOCATIONS NUMBER OF STUDS REQUIRED HEADER STUDS AT EACH END OF THE HEADER 1 2 3 FULL LENGTH STUDS AT EACH END OF THE HEADER 1 2 2 BLOCKING REQUIRED: PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH Of JOIST OR TRUSS. NO OTHER BLOCKING IS REQUIRED. FASTENING: FASTEN FLOOR SHEATHING PANELS TO FRAMING AND BLOCKING WITH 10d COMMON OR 10d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1. 6 INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. 2. 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING. WALL STUD NOTES MISPLACED DOWEL NOTE: THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF WALL HAS NOT BEEN BUILT, DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 30" LONG J,5 REBAR INTO THE DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 28 AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TRE BEAM. IF THE WALL HAS BEEN BUILT, CORE THE WALL AT THE CORRECT LOCATION 16" WIDE AND 4" DEEF: FULL OPENING AT THE FLOOR. DRILL HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE REPAIRS NECESSARY TO THE TIE BEAM. HOLD PLATES 1/2" OFF EXISTING RIDGE TO ALLOW FOR NEW SHEALTHING TO MATCH EXISTING SHEALTHING II li T II a II n n II II II II II II 11 2" X 6", #2 SYP, II II II Il RAFTERS Ii II Ii 2" X 8" PLATE W/ II II II II Il (4) 16d TO EACH I TRUSS BELOW II o l l I I EI II IIM11II II II II II oll II II II 34 �I IP (TYP I I S I I I I II II II II II "II II I II TRUSS I EXIST.IIROOF RAFTERS �I I 11 IX II ROOF -OVER FRAMING PLAN 2X4 WIND BRACE NAIL TO RAFTER (3)16D PER END 2X4 COLLAR TIE EVERY RAFTER SET (3)16D PER END 2X4 PLATE ATTACH TO TRUSSES BELOW W/ (3)16D PER TRUSS 35.0' FOUNDATIONS: "44- N 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF PRESSURE OF 2000 PSI THE SIZE AND TYPE RECOMMENDED BY THE MANUF. FOR EACH 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR AS OUTLINED IN THE GEOTECHNICAL REPORT 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE OF 1/2" DIAMETER (ASTM A-307) VERTICAL TO (2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDAnONS OF THE EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED WOOD: NAILING SCHEDULE FROM THE 5th ADDITION F.B.C. 2014 ED. 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL o v BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE P OF TH DUD E FI ATIONS FOR WOOD CONSTRUCTION NATIONAL DESIGN SPECIFICATIONS D p 6 5 8 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ING ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES 3000 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL SAt4F0R0 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES 0.46 SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITIONS 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND t SPECIES: (OR EQUIVALENT) SOUTHERN PINE SURFACES DRY USED ® 19% MAX. M.C. 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