Loading...
HomeMy WebLinkAboutPLANSFLOOR ELI 0' NORT ELEVATION. SCALE: 1/4"=1 I- TOTAL AREA EXIST. A/C AREA ------ 2034.0 Sqft EXIST. REAR PORCH - - - - - 2 10. 0 Sqft TOTAL EXIST. AREA ----- 2244.0 Sqft LEGEND �77777T/ EXIST C.M.U. WALL EXIST INTERIOR WALL NEW WOOR COLUMN Design parameters Basic Wind Speed = 140 mph 3 sec gust Importance Factor = 1.0 Building Category = Enclosed Exposure Categoty = B Internal Pressure Coefficient = 0.18 Wind Design Pressures Garage Door AS NOTED All other AS NOTED SIMPSON SCHEDULE MARK ANCHOR TYPE NAILS TO TRUSS NAILS TO SEAT BOLTS ALLOWABLE UPLIFT # ® QB © ABU 44 - 12-16d (2) 1/2" 2200 595 HM9 -SDS1/4x1 1/ TO RAAFTERS- 10-10dx1M" 5 1/4x2 1/4 TAPCO TO BEAMS-_- 5-1OdX1 - _ HETAL 16 1810 QD �E HUC410 18 1/4x2 3/4 TITE _ TO CMU_ (2) 10 10d 10-10d - 1505 (2) HETAL 16 uscss HETAL 20 _ 5-10d(ONE SEAT ONE EA. PLY 2- 3/4'DIA. ANCHOR J-BOLTS 5" EMBEDMENT. _. 2350 8-16d - 2 PLY 6170 © OH (15) 10dx136" (5) 10dx11/6" 1810 AC4 14-16d TO BEAM 14-16d TO POST 2500 (D MGT (22)-10d 5/8"0 "J" BOLT ON NEW WALL OR 5/8" 0 ANCHOR BOLT ON EXIST. WALL MIN. 6" EMBED. 3965 Qj LTS16 12-10d - 775 0 SUR/1_26 6-16d To FACE 6-10dx 1 1/2" - - 720 © HUSC48 6-16d 6-16d 1315 905 - H10 8-8dX1i" 8-8dX1 1/2" - HUC610 18-16d 8-16d - 1430 T.B.- THRU-BOLT U.N.O.- UNLESS NOTED OTHERWISE (SEE PAGE A-2) SCOPE OF WORK: 1- REPLACED ABOVE EX/STNG CONCRETE SLAB FLAT ROOF REAR PORCH. EX/ST.I ' EXIST. / BATH '� DINING ROOM DOR ELEV. FLOOR I LEV. 0'-0" EX15T. " 8-Ox6- 8 EXIST 3-Ox6-8 SLIDING GLASS DOOR 11 �4 4 0'-6 EXISTING ACB NCRETE ri nnn ri ry NEW PLAN VIEW SCALE: 1 /4 -1 CITY` OF ORI? ST L CIE B" ILDING_ EPA ENT PF, ODUCT SAP A SU L: AF 0AVIT GN1/TT, BOIL PERMIT: BOIL G ADDRESS: CONTRACTOR: PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBEDMENT & STIFFENER, ETC. PRESSURE PRESSURE ROOF MODIFIED BITUMEN TAMKO ADHERED WITH A FULL MOPPING OF APPROVED ASPHALT APPLIED WITHIN THE EVT RANGE AND SEE DESIGN CRITERIA MIAMI DADE ACCEPT # MEMBRANE AT A RATE OF 20-40 LBS/S0. -60 PSF # 02-0212.07 W/ DETAIL ON PRODUCT APPROVAL SIDING N/A SOFFIT N/A HURRICANE PANELS N/A < 11'-10" HT. LEGAL DESCRIPTION SEE BOUNDARY SURVEY. 0'-7 EXIST. KITCHEN -LOOR ELEV. 0'-0" SH-33 REVISIONS No. DATE DETAILS ® 03/22/05 BUILDING DEPT. REQ. EXIST. 6, FAMILY ROW i .FLOOR ELEV. 4'-10" � k / 4' 0 b �0 5'-z' g EXIST. 8-Ox6-8 SLIDING GLASS C Notes 1.Product approval Product approval req. for doors, windows, roof, garage door & storm protection in accordance w/ St. Lucie County amendment. & F.B.C. 2001, General Notes 1. Construction shall follow "Florida Building Code 2001" as adopted by the area in which the building is to be constructed with all applicable amendments. 2.The Contractor, Subcontractor, Supplier, etc. shall verify all dimensions, conditions at jobsite, plans , specifications, etc. 3.All written dimensions on these drawings take precedence over scaled dimensions. 4.Structural features not detailed on these plans will be addressed by the Engineer as construction progresses. General Structural Notes 1. Design loads in accordance with FBC 2001 Chap.16. 2. Fill under all slabs shall be clean sand and shall be compacted to a min. of 95% maximum density as per ASTM D-1557. Allowable soil bearing pressure shall be 2000 psf or better. Contractor shall verify these measures. Fill under the building shall receive pre -construction soil treatment by the owner for protection against termites. Soil shall be free from any expansive and collapsing materials. 3. All structural concrete shall have minimum compressive strength of 3000 PSI at 28 days. 4. Slab/ Footings to be concrete with minimum 2500 PSI compressive strength at 28 days . See plans for size and steel requirements. 5. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: 1-1/2" Suspended Slabs: 1" 6. Lap all reinforcing steel a minimum of 48 bar diameters.(30") Grade 60 steel minimum in beams and coulmns. 7. All Lumber in contact with concrete or masonry shall be pressure treated. 8. Splitting or cracking of structural components due to installation of hardware is not permitted. 9. Unless otherwise noted, the installation of specified hardware shall conform to the manufactures instructions and standard practice. 10.13earing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. 11.Unless otherwise noted for exterior walls, exterior plywood sheathing is to be nailed with 10d or better nails 4"o.c. edges and 6"o.c. field, interior drywall to be screwed with drywall screws 1.5 inches long and 0.131 inches diameter. 12.Fasten P.T. Wood to exist. conc. with X"O tapcon minimum 1 %" Min. embedment ® 12"o. c. 13.Product approval req. for doors, windows, roof, garage door & storm protection in accordance w/ St. Lucie County amendment, & F.B.C. 2001. DESIGN NOTES: 1. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED FOLLOWING THE F.B.C. 2001. REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT 2. WOOD WALLS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE F.B.C. 2001, 3. FOR DIMENSIONS AND LOCATION OF WALL OPENINGS REFER TO ARCHITECTURAL DRAWINGS. THE ABOVE PRODUCT APPROVAL INFORMATION IS SUFFICIENT FOR THE CORRESPONDING BUILDING DESIGN PRESSURE. (SEALED BY ARCHITECT OR ENGINEER OF RECORD). NAME: GORDON F. BUCK. SIGNATURE s IL�k�ric�P(t(1��.1"f711,7 �U z rn N � N N M� W � W � L-LjU W (-J-j � LOZ JQJLU��� � CC �Q) DEC. 2004 DWG BY O. BERN. SCALE 1/4 "= 1 ' CERTIFICATION NUMBER.: P.E. # 37549 DATE. MALL: -1/4 =I IMP❑RTANT N❑TEI o OWNER, CONTRACTOR OR TRUSS OMPANY VERIFY EXISTING HOUSE ROOF PITCH BEFO TRUSSED ARE BUILT N 'EXIST. / /% ' EXIST i / BATH DINING ROOM DETAIL' C" j FLOOR ELEV. 0 ODOR ELEV. />< EXIST 8-0 6-8/� O / EXIST. 3-Ox6-8 SLIDING GLASS DOOR EXIST. BOND BEAM DETAIL 2" x 8" RAFTERS ®16" O.C. z SO. PINE 2 OR BETTER. M I I I I NEW .I M COVERED PORCH k FLOOR ELEV. SIMPSON SUR/1_26 -0'-4" W/6-16d TO FACE O 6-10d x 1 1/2" UPLIFT: 720 LBS. N (2) 2"x1D" BEAM S0. PINE #2 0 O H I © /�"� ® SIMPSON H-10 U410 MAX. EXIST. ' 'KITCHEN FLOOR ELEV. /0 011 / IST. SH-33 , (2"x 10") 2 (2"x Simpson Strong —Tie o HU410 MAX. (on beam) 5/8" COX PLYWOOD DECK W/ APPROVED BITUMINOUS FLAT ROOFING. HOT MOPPED OR TORCHED PRODUCT APPROVAL REG. GALV. DRIP :2"XB" @ 15" O.C.1 "x 2° WOOD PINE #2 — ---- -- --- 2"x 10" WOOD DETAIL "D" N.T.S. 5/8" CDX PLYWOOD DECK W/ APPROVED BITUMINOUS FLAT ROOFING. HOT MOPPED OR TORCHED PRODUCT APPROVAL REQ. LEGAL DESCRIPTION SEE BOUNDARY SURVEY. TOTAL AREA EXIST. A/C AREA 2034.0 Sqft EXIST. REAR PORCH 210.0 Sqft TOTAL EXIST. AREA — — — — — 2244.0 Sqft 2 (: "x4„ Simpson Strong —Tie o AC4 16" FLASH 26 GA. GALV. NAIL PERIMETER ONLY. I O / [ TT 2" x 8" # 16" O.C. o EXI$l. s o FAMILY ROOM STUD PLATE TIES S0. PINE 2 SIMPSON: HM9 FLOOR ELEV. Q W/4-SDS1/4 x 1 1/2" j O'-O" T6 RAFTERS �.M 5 1/4 x 2 1/4 TAPCON moo, x p TO EXIST. BEAM —I UPLIFT: 595 LBS. (() „ „ o S2� PINE #2 � i \ i 37'-7" DETAIL "Dll ROOF FRAMING PLAN SCALE: 1 /4"=l' SIMPSON LTS 16 W/12-10d QJ UPLIFT: 775 LBS. 2'-0" 0. H. DETAIL "C" (2) pO SIMPSON: HU410 MAX. W/18 1/4%2 3/4" TITEN TO CMU AND 1Ox10d TO BEAM UPLIFT: 1505 LBS. 2'x8" `' rz p �mpson Strong —Tie O EXIST. EXIS . /i EXIST BATH ,DINING ROQ�1 ' KlT EN NAILS F/�- OOR E01-011!LEG. F OR ELEV. / FLOOR ELEy! 8"xB" GONG. PIER W i i , EXIST. H-33 , i EXIST. 8�Ox6 $-" S 4 /j5 "L" VERT. REBAFF i i AND #2 TIE AT 8" O.C. / EXIST.O-Ox6-�8 / ' SUPING GLAS&DOOR 3 i., / RN. IN O E O.C. 4' 4 GFCI 6' MIN. INTO EXIST. EXIS . ON EPDXY / W�P , W/P / 5--6. FAMILY R0�?M \ N % i FLOOR ELEV AST. S A :.;.: A. NEW COVERED PORCH o / REPLACED FLOOR ELEV. REPLACED 0'-4" p �� o� SNGBGLASS 000 35'-7" 7'-2` ELECTRICAL PLAN. SCALE: 1 /4"=1' 4" x 4" WOOD POST SIMPSON TABU 44 W/NAIL HOLES ARE SIZED FOR 16d /8"0X 10" ANCHOR BOLT IMBED 6" MIN. IN CONC. PAD 1R NEW CONC. B ON CUTTED AREA 5 12 EXISTING HOUSE TRUSSES CEILING REVISIONS No. DATE DETAILS ® 03/22/05 BUILDING DEPT. REQ. FOOTING SCHEDULE MARK SIZE REINFORCING (*)F30 30"x30"xl2" 3 #4 O.C. EACH FOOTING NOTES. 1. LAP SPLICE BARS MIN. 36 INCHES. 2. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED BY THE RATIONAL ANALYSIS METHOD -REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT NOTE: CUT EXISTING TRUSSES OVERHANG, DON'T DAMAGE TRUSSES SIDE METAL OR EXIST. TRUSS TIE, 5/8" CDX PLYWOOD DECK 16" FLASH 26 GA. GALV. W/ APPROVED BITUMINOUS NAIL PERIMETER ONLY. FLAT ROOFING. PRODUCCTPAPPROVALRREG. 2"X8" ® 16" O.C. SO. PINE #2 ADD STUD PLATE TIES g SW//4SODS1/F{49x 1 1/2" TO RASFTERS 5 1/4 x 2 1/4 TAPCON TO EXIST, BEAM UPLIFT: 595 LBS. EXIST. HOUSE DETAIL „Y„ N.T.S. PLYWOOD SHEATHING NAILING SCHEDULE EXIST. C.M.U. WALLS (WALLS 1/2" PLYWOOD P.T. AND ROOF 1 CDX PLYWOOD) 8 d 3" 0 EDGES, 6" 0 INTERMEDIATE SUPPORTS ON ROOF DECK. 10 d 4" Q EDGES, 6" ® INTERMEDIATE SUPPORTS ON WALLS. DETAIL 'FCFF N.T.S. PAD W/ EACH WA 4"x4" Simpson Strong -Tie ® ABU44 ELECTRIC SYMBOLS OUTLET & S.P. OUTLET �O 1 2'X 4" LAMP $ SWITCH 1 QTV TELEVISION DIY; 3 3 WAY SWITCH ((jj��jj�� LIGTH y-I't2FCI GFCI OUTLET ® 240 VOLTS TELEPHONE C. FAN OSD SMOKE DETECTOR E.F. E. FAN ELECT. PANEL NOTES: ALL ELECTRICAL WORK MUST COMPLY WITH St. LUCIE COUNTY REQUIREMENTS AND THE NATIONAL ELECTRICAL CODES. ELECTRIC NOTES: ;TING HOUSE SSES 1.- FUSES AS PER MANUFACTURER'S RECOMMENDATIONS. 2.- ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 AND NATIONAL ELECTRICAL CODES 2002. 3.- RECEPTACLES AT BATH, GARAGE, OUTSIDE AND 6 FT. FROM KITCHEN SINK SHALL BE G.F.I. 4.- SMOKE DETECTOR SHALL BE HARDWIRED TO ARC -FAULT CIRCUIT INTERRUPTER TO PROVIDE PROTECTION. NON-SWITCHABLE NO GFI LIGHTING CIRCUIT INTERCONNECTED AND W/ BATTERY BACK-UP. 5.- ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 6.- ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH FLORIDA POWER & LIGHT CO. 7.- ALL "J" BOXES SHALL COMPLY WITH N.E.C. 2002, 8.- OUTLET HEIGHTS SHALL BE AS FOLLOWS A. EXTERIOR: 18" A.F.F. B. KITCHEN AND BATH: 42" A.F.F. C. PLANTERS: 18" ABOVE EARTH D. ALL OTHER OUTLETS: 18" A.F.F. 9.- ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF ACCEPTANCE. 10.-PROVIDE TEMPORARY POWER WITH GROUND FAULT PROTECTION FOR ALL TRADES. 11.-LOAD CALCULATIONS ARE BASED ON DATA FURNISHED AT THE TIME OF DESIGN. ALL EQUIPMENT AND PANEL SIZES SHALL BE VERIFIED BEFORE ORDERING. 12.-AIR CONDITIONING HEATING AND COOLING LOADS ARE NON -CONCURRENT. HIGHEST LOAD IS USED FOR DEMAND CALCULATIONS. 13.-A/C DISC. 50A-2PNF-NEMA 3R 240V. 14.-PANEL SCHEDULE SHOWN IS FOR BREAKER SIZE REQUIREMENTS, WIRE SIZE, LOAD AND NUMBER OF CIRCUITS REQUIRED. ACTUAL SEQUENCE AND DESCRIPTION SHALL BE PLACED ON INSIDE PANEL COVER BY THE ELECTRICAL CONTRACTOR. 15.-CONDUIT AND ELECTRICAL EQUIPMENT EXPOSED TO WEATHER MUST BE WEATHER PROOF, 16.-LOCATION AND NUMBER OF TV, TELEPHONE AND SECURITY PANELS TO BE DETERMINATED BY OWNER AND PROVIDED BY CONTRACTOR. 17.-ALL OUTLETS AT BEDROOM SHALL BE PROTECTED BY ARC -FAULT CIRC. INTERRUPTOR ILL(0 eon I CCN ) oWeo C)Cq DEC. 2004 DWG BY O.BERN. SCALE : 1/4 "= 1 ' e