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HomeMy WebLinkAbout7228 Omega Ct8' O" WALL HEIGHT_ _ _ 6' 8" TOP OF OPENINGS 0'0" 0 _ FINISH FLOOR_ SOUTH ELEVATION 1/411 _ 11 011 . .. ... .. ... .. ... .. ... .. 1' 4 -----------------------=----------- --- EAST ELEVATION 1/411 = 11 011 1/2" CDX OR 1/16" OSB ROOF SHEATHING NAILED PER ROOF SHEETING DETAIL WITH A R SEE ROOF 2X4 OR 2X6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM SEE LINTEL CHART VINLY S.H. WINDOWS MASONRY SILLS �r GRADE .h ��' J .. ... .. ... .. ... .. ... .. ... ... .. i . .. ... .. ... .. .. ... .. ... .. ... .. ... .. f . :.. .. I: .. .. ... .. ... . .. ... .. ... .. ... .. .. . .. . .. . .. . .. . -------------------------------.--------:----:--- --:-- WEST ELEVATION 1/411 = 11 011 ENGINEERED ROOF TRUSSES 24" OC INSULATION .L ATTIC AREAS 3/4" P.T. FURING WITH 3/4" TUFF R INSULATION BOARD AND 1/211 GYPSUM TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL OLQ 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM 1211 411 16" X 12" FOOTINGS WITH (2) 05 REBAR ON CHAIRS 81 O" BLOCK WALL DETAIL NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION APPROVED PRODCUT LIST PRODCUT CATEGORY SUB CATEGORY MANUFACTURER FL • STRUCTURAL COMPONET WETA20 SIMPSON FL 11413 STRUCTURAL COMPONET LINTEL HEADER CAST CRETE CORP FL 158.1 STRUCTURAL COMPONET POWER BOX LINTEL POWERS STEEL 4 WIRE FL 11383.1 ROOFING ASPHALT GAF SINGLES ALL FL 10124.1 ROOFING UNDERLAYMENT GAF FL 10626,1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 SINGLE HUNG WINDOWS NON IMPACT PGT FL 1435.3 EXTERIOR DOORS SWINGING PLAST PRO FL 15221.6 51 2" L 18.011 22' 10" EXISTING PARTIAL FLOOR FLAN 1 /411 = 11 011 � PROPOSED PARTIAL FLOOR FLAN 1/4 = 11 OII IIIIII!� Ifu a IAANSON P.EyLICi FB/ENO. 38654 6i. BOvoDE ��; 33526 1 HERBY �ZWIFY THAT •tHESE P4AE AND SPECIFICATIONS WERE PRWAR%D Brt1f UNQgRZMY DIRECT SUPERVISION ARE IN C0�P*A,NCE WITH HA fib, SECTION 1609 OF THE FLORIDA B b. ; I�M� ADDITION AND ASCE -1-10 FOR 13S t, a��l EGORY II AND THE ENTIRE 2014 BUILDING R��L 5TH ADDITION Z' cr) ZU z U 0 O �000 x N p V) Z0>0 tn cnD u. i I Z M Ul' m a U zUi F�1 Q LL W � A � N a 0 N Ly O m N Q 0) fM Q � U p Z ME U- WUv?O W fY N M 0 tQ W z X � m Oz a ww u z wwnn Vl wwnn V/ Ul � LL Z ul = o " m �m Uzi _ U zz aQ 4 zz 4# O V f 0 z 0 a z u z U Lu � Q V't!' Q UJ t�n Y• ADDITION LIVING 288 FIG 1 OF 4 a I _l __ II! _ 1I ___. _ I _:l_ I I 1 L I I GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE 5TH ADDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5TH ADDITION. T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: GARAGE SLAB: LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F. ROOF! LIVE LOAD (TRUSS TOP CHORD) - 20 P.B.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE SECTION 1609,1J. WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - 11 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT : +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 SOIL BEARING 4 COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32.3/-35.3 2 -65.1 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-41.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. 14AN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB —ON —GRADE - BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MASONRY WALLS: CONCRETE MASONR'TUNl`b SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C- h:v AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO Il INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019). PROVIDE CLEAN -OUT OPENINGS (12 50. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION DRAFT5TOPPING- IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT. DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY *S REBAR FROM NEW BOND I! INTO EXISTING BOND BEAM. DRILL i"X6" HOLE INTO EXISTING WALLS S AND EPDXY N5 REBAR FROM NEW BLOC( INTO EXISTING BLOCK WALL. REBAR TO 1 LONG WITH 6" INTO EXISTING WALL 6" IN I BLOCK WALL DRILL I" X 6" HOLE INTO EXISTING FOOTI? AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING i COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE i DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318), AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, ALL MULLIONS AND ADJACENT DOORAUINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMBING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT, ALL ElFCTRICAL OUTLETS II I BEDROOMS SHALL BE WIR=D INTO AN ARC -FAULT INTERRUPTER "AFI' CIRCUIT. SAFETY GLAZING - THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 80. FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR, D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. ATTACH MINIMUM 3/4" P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .091XI 3/8" T- NAILS MAXIMUM 10" OC. CAULK DOOR FRAME MANUFACTURES RECO 5' 10" , 2" 24 SH 24 SH I SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL NOT TO SCALE ATTACH MINIMUM 3/4" P,T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING .OS-1 X 1 3/8" T- NAILS MAXIMUM 10" OC CAULKED WINDOW PEF WINDOW MANUFACTURE RECOMMENDATIONS T LOAD AND COMPRES FOR YOUR JOB LOCA SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 114" AND THERE SHALL BE A MAXIMUM 1/4" G AND WINDOW FRAME BLOCK WINDOW ATTACHMENT DETAIL NOT TO SCALE 18' 0" 1- 22' 10" PROPOSED PARTIAL II I II • FOUNDATION FLAN 1/4 = 1 O I LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 1611 DEEP SECTION CLEAR SPAN CONCRETE U LINTEL "POWER" STEEL "POWER" STEEL BOX LINTEL 4981 PLF ( UNFILLED ) 1010 PLF L-2 9865 PLF 2' - 2" 3435 PLF ( UNFILLED ) 6626 PLF L-2 6830 PLF 2' - 8" 7M PLF ( UNFILLED) 5296 PLF L-2 554E PLF 3' - 2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4'-0" 1835 PLF ( UNFILLED) 3535 PLF L-2 3699 PLF 4' - 6" 1624 PLF ( UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 213S PLF « 2146 PLF L-2 « 2864 PLF » 6' - 2" 2211 PLF « 2299 PLF L-2 « 2400 PLF « 1' - O" 1981 PLF » 2025 PLF L-2 » 2114 PLF » 8' - O" 1123 PLF « 1168 PLF L-2 « 2213 PLF « 9' - 2" 1489 PLF « 1545 PLF L-2 « 1984 PLF « 10' - O" 1354 PLF « 1414 PLF L-2 « ISIS PLF « 10' - 8" 1211 PLF « 1325 PLF L-2 » 1110 PLF » IV- 2" 1200 PLF « 1230 PLF L-2 « 162S PLF « 12' - 0" 1109 PLF « 1118 PLF L-2 » 1515 PLF « 12' - 8" 1044 PLF « 1116 PLF L-2 « 1436 PLF « 13' - 4" 1398 PLF « P 1381 PLF L-2 « SL - 1 1364 PLF » 14' - 0" 1321 PLF « P 1321 PLF L-2 « SL - I 1299 PLF •• I&' - 0" 1152 PLF •• P 1048 PLF L-2 « SL - I 1131 PLF « IW - O" 1016 PLF « P 828 PLF L-2 •• SL - 1 960 PLF « 9T1 PLF » P TTO PLF L-2 » SL - I 893 PLF » 20' - 0" 916 PLF » P 62S PLF L-2 •• SL - 1 184 PLF « 22' - 8" 18S PLF » P 523 PLF L-2 » SL - 1 606 PLF •• « - DENOTES •5 REBAR X CONT. PLACED IN BOTTOM COURSE AND I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. « P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT. PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID WITH 2500 1*81 CONCRETE 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL all REBAR TIED TO ALL VERTICAL RODS I� J ✓/f/� 8" X 8" X 16" KNOCK OUT BLOCK • OVER POWER STEEL LINTELS, WITH I EACH 45 REBAR IN THIS COARSE WHEN SPAN OF LINTEL 18 OVER 124" POWER STEEL LINTEL DETAIL 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL BII REBAR TIED TO ALL VERTICAL RODS `O• 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS. I EACH 0. "5 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL T.L.;HANSON P.E. LICENIAl'ii 38654 BOX 1128, DADE CIjY*Ft-33526 099K (DPI ZZ I HERBY CNrj.TI THAT THESE PV• qq ND SPECIFICATIONS WERE PREP, fs, ji1 Y DIRECT SUPERVISION ARE IN COMPL-4 TN' ,� I6, SECTION 1609 OF THE FLORIDA BUILD[[ E12 ij�`+ 1 ADDITION AND ASCE 1-10 FOR 139 MPH WIND �! >k?I8'K CATEGORY II AND THE ENTIRE 2014 BUILDING CODE RESIDENTIAL 5TH ADDITION U 04 U) Z UZr z W co "' Q O Q 10-.4 N ul �_ �co L9 >M z M G7 m U Z < UJI 0 O W A 0(Lm � O N U } � ry Zm N Q O co oU)O W N CM Q m tQ N Q Xm m U ct) a Z LU �o cA vi LU z z z o� l� U Z z Q (� 0 of lW F O� "" U uzj s N - N Q z IJJ 3 m 4 Q z Q Q i% O U- JU Z U O Lu i•.i cl A U.l cl VI O O c�n Y• n� M.. ADDITION LIVING 288 FIG 2OF4 L _ 1 1 I:I l _ I: _ l.. 1 - _ - I -- 1 .._ I _u we..:u _ ELECTRICAL PLAN 1/4 11 = 11 oil 14VAC FLAN 1/411 _ 11 011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION ELECTRICAL LEGEND WITCH IIOV LIGHT CAN BE CEILING OR WALL (TYP) �V CEILING 110 V FAN W/ LIGHT 4TERPROOF OUTLET ;ECESS CAN LIGHT o 0 o VANITY LIGHT d TELEVISION ® PHONE GENERAL ELECTRICAL NOTES FOR ADDITIONS, EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES. THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER THE FLORIDA BUILDING CODE EXISTING BUILDINGS 2 X4 NAILERS (TYP.) C s 2" X 8" RIDGE BOARD CONT, 2"X4"—� USP "RT3" OR SIMI-SON "H3" HURR, STRAP iv 48" O.C, TYP, 2" X 8" RIDGE BOARD 2"X4" VERTICAL SCAB im 48" O,C, (MAX,) CONN, W/ 4-16D NAILS m TOP < USP "RT3" OR SIMPSON "1-13" HURRICANE CLIP AT BOTTOM, 2" X 6" (02 YELLOW PINE) RAFTERS 6 24" O.C, USP "RT3" OR SIMPSON "H3" HURR, STRAP a EACH END SIMPSON H3 FRAMING ANCHOR TYP. /— ROOF SHEATHING VERT, SCAB BEVEL CUT TYP, CONT. 2"X4" NAILER TYP, (2-16D NAILS 55 PER TRUSS) USP "RT3" OR SIMPSON "143" HURR, STRAP tv SECTION "All—"All 48 O.C. TYP. END NOT EXPOSED TO WIND 4-16 D TOE NAILS a RIDGE BOARD END ROOF VALLEY DETAIL NOT -TO -SCALE PROPOSED PARTIAL ROOF TRUSS FLAN 1/411 _ 11 OII BUSSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION, X 6" (02 YELLOW PINE) VALLEY FRAMING (TYP,) COMMON TRUSS 9�a V'-OII rf '.100F EDGE 3 2O 3O O %o O O ORio 2 G�s O O I O 4 �n O RIDGE 4 O �No �Q O O Q O 2 O tY O Q :9 in :-2j :7-2 GABLE END -O PARTIAL ROOF PLAN ' -O ZONE O1 8d RING SHANK NAILS AT 6" O,C, AT EDGES 8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE ZONES 2O 3O 8d RING SHANK NAILS AT 6" O,C., 4" O,C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF SHEATHING NAILING NOT TO SCALE 2x4 CROSS -BRACING * RIDGE 20'-0" MAX —1 / mlhq pi pl-A mom 'MEN TOP/BOTTOM CHORD GABLE 1 END BRACING 0 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) LU M Q 'V 1 CONT. BOTTOM CHORD BRACING (Nx4" MIN.) e 10'-0" MAX. I I I I I 1 I I I I SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS BRACING Z ;T,L, HANSQNt4j, L 18E NO. 38654 o 'F,O c 1-128, DADA Omt, FL 33526 I HERBY'G THA % A THESL3?NS AND SPECIFICATIONS WR'is� WERE P�ary, ME p4,.*ND-ER MY DIRECT SUPERVISION ARE IN CO IAM�, �J-I *fIFR 16, SECTION 1609 OF THE FLORIDA BUI� jib ON 5TH ADDITION AND ASCE -1-10 FOR 139 MPH WIN, �j IZ(b RISK CATEGORY II AND THE ENTIRE 2014 BUILDING CODE RESIDENTIAL 5TH ADDITION M zZM zS2M �o o0o o tn z�� RN >- Z J � CV F coU x� W ~ Q � Q Z QOuioui LL 1, r- W A OnQ.co (/) C/) p N o m fy (V co Q cM -i 0 = I-- LL LL Luw _ 0 � c4 f� 0 cil 1p [Q Lu m� 6 0 m U� m� w O U1 Lu zz o z W Zm o6z Ul 0. J l7 U z Q �LU F— N Q Z U LZU v� r U1 � N In t" Q W a 3 O L z p p O JU z U O uj i= a a Lu �a o� ADDITION LIVING 288 FG 3OF4 _�1 LOT 71 � old ul �y !Y� W w-L a b LOT 71 w CL c F ME ,METALco -'-'', 3 >x� MA aujIDINC o f CONCRETE CURB. ' 1 5.00' LANDSCAPE BUFFER STRIP (P) cn w LLJ 25.8 • � I < � ,� LOT �, , 7,50 72 1 OV 9d Q UNIT RY "w U 17.00' ° ,:� . 0' co W va © ItX" FD. SCRIBED V co r 1N CONCRETE Q .0 J. DRI E•,: , • . 30.1 '~ CONc� � PROPOSED ROOM ADDITION 0,10 ��_—� _ ... !1 99.65 (P 0.1 / S 89445' 10" E P) ELECTRIC TRANSFORMER x S 89035#38" E F) 0.20 ON CONCRETE PAD IN I LOT 4.0' CONKRETE 1'0 UTILITY EASEMENTWAL73 DESCRIPTION LOT 72, ALPHA VILLAGE ESTATES, PHASE 1, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 19, PAGES 69 AND 70, PUBLIC RECORDS OF PA'��'^ S ulv = T , FLORIDA. PROPOSED SITE PLAN NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARI8ING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION w 0.20' t� � 2G 0 ,1 X F,4 ,mE ,'AET .-'�. o RAMP AL � 20.G' Lo j X COKIRETE CURB 1 p. 1 5.00 LANDSCAPE 1 x BUFFER STRIP (P) cn cto Lli n Ld .50' LOT O (n 7.5(?' 72 7: > tP)Lu COVEjRED U? Q ! ENTRY '`� �, j Z < f U 18.900 }' z 2. p' 21.061 r. ' d LLJ ir � ,CJ X". FD, SCRIBED ,.. , �.,• �. '�; ... -: ,'.'� 4.0 � � coo' � � IN CONCRETE`-., " + " CONCRETE z j+y w 00 rr�, } Lw+) \I 0 4r f.i�jr 30. ---�L 1-� 99.65' (P&F) ----- 0.10'� S 89 5 10 E(P) r► ' ELECTRIC TRANSFORMER X S 89-35038" E(F) 0.20' 4.0' CONCRETE 1 G. ON CONCRETE PAD IN LOT CON UTILITY EASEMENTWALK 7 73 DESCRIPTION LOT 72, ALPHA VILLAGE ESTATES, PHASE 1, AS PER PLAT THEREOF RECORDED 1N PLAT BOOK 19, PAGES 69 AND 70, PUBLIC RECORDS OF PASCO COUNT', FLORIDA. EXISTING SITE PLAN NOT TO SCALE SCREEN ROOM TO BE REMOVED zzM M Z 0 WQo CM O Z 0 N OLL ' J Lo U? >m '� � m N U LX W z �w8� Q W�� A Oari a N U >- 04 ry0 Q m N a) M d U P- W 2 W fn WO 0 � W N M �a z GA iQ all 0 z Q Q 0 uu � V 0 Z - u1 Qa Q llu Q l.0 O� tu ADDITION LIVING 288 FC-S 4 0 F 4 / t 0