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HomeMy WebLinkAbout6133 Silver Oaks Dr1/2" CDX OR 1/16" OSB ROOF SHEATHING NAILED PER ROOF SHEETING DETAIL WITH 8D NAILS, USE STEEL PLYCLIPS AND APPROVED UNDERLAYMENT WITH SHINGLES, SEE ROOF TRUSS PLAN r—`-.. 2X4 OR 2X6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM SEE LINTEL CHART 16" X 12" FOOTINGS WITH (2) 05 REBAR ON CHAIRS ENGINEERED ROOF TRUSSES 24" Or — NO INSULATION REQUIRED 1/2" CEILING TYPE GYPSUM BOARD SINGLE BOND BEAM WITH (1) 05 REBAR CONTINUOUS TIED TO ALL VERTICAL RODS TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL �-rVETICAL RODS FROM FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM 1211 BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE SI O" 5LOCK WALL DETAIL NOT TO SCALE CONTRACTOR TO VERIFY ROOF PITCH IN FILED PRIOR TO MANUFACTURING TRUSSES 12 PARTIAL LEFT ELEVATION 1/411 = 11 O11 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIASIJTY 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 OF, VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 6' O" OC. APPROVED PRODUCT LIST STATE OF FL, PRODUCT CATEGORY SUB CATEGORY MANU=ACTURER AFFROVAL " STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 STRUCTURAL COMPONET LINTEL HEADER CAST CRETE CORP FL 158.1 ROOFING ASPHALT GAF SINGLES ALL FL 10124.1 ROOFING UNDERLAYMENT GAF FL 10626.1 SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 1201SJ EXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 15221,1 EXTERIOR DOORS GARAGE S'2" TO 161" CLOPAY FL 5684.3 J_ �_ : n ti yr ztt- A4, CONTRACTOR TO VERIFY ROOF PITCH IN FILED PRIOR TO MANUFACTURING TRUSSES 6 1�� PARTIAL i--LOOR PLAN 1/411 = 11 O ALL EXTERIOR WALLS ACT AS SkEAR WALL$ THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" OF THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING 6TH EDITION 8' 44 _ WALL HEIGHT _ — — �• =1 �© STUCCO BAND TO MATCH EXISTING '(ICI' IIr�II I= O' 4' HOUSE FINISH FLOOR ��---�J ® ® i le R! Li O' O" GARAG FINISH FLOO— — --------------------------------------- =F ------- i PARTIAL FRONT ELEV LION 1/411 = 11 O11 i • -- I— � -pt — LS HANSON *E. LICENIQ� NO-68654 .� E30X $�� CIaeY4vgL 526 I HERBY Gate I%,TW1 A� € �,�c' l v� "4D SPECIFICATk)NS WERE PREPAgTcLf �T DIRECT SUPER /15i0"., ARE IN COMPI �a I, T�(o, SECTION 1609 01' THE FLORIDA BUILDIDDITION AND ASCE .10 FOR 139 MPH WIND Z CATEGORY 11 AND THE EN",;KE 2011 BUILDING CODE RESIDENTIAL 6TH At,LDITIOP, U cr) M G; 00 J N `n tL co L? U' U L0 WW Q � LL W OQo I� / A Z a N 0 N m to 00 m 0) L0 W s U_ (fj LL. LL. mi O N M O to ocq I) Z U u? Ul lz Z [f7 1.f w U p z ' - cA ct7 z — = o Z 1147 fj)0 U = U , Jt ,J zz A a U�1 i c(1 Z_ i.) w V, � � z 0 Q H o 0 V/ rl 1.L z Q O ,z —� z l GARAGE ADDITION 4�&,ro &Q, FT, PIG 1 OF 3 i GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE 6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION. 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: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.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 2011 FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE 6TH EDITION SECTION 1609 WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II 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 COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 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 SOIL BEARING 4 COMPACTION: 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 SO L 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. HANSON 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 "5 REBAR, 30" FOR "6 REBAR 4 35" FOR "1 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR O? 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 MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL NAVE 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 "5 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 11 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 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMPSON" CONNECTORS SHOWN, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 80, FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME I:SiNG .091X1 3/8" T- NAILS MAXIMUM 10" OC. CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS 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 I/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT 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 4 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 4 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 101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW 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(2XI) 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 "GPI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED 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 SO. 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. GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION, CEILING RAFTER ALL TRACK AND HARDWARE SECURED PER MANUFACTURE SPECIFICATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION MINIMUM 2X6 P.T. SIDE PLATE ATTACHED TO BLOCK WALL USING I/2"X8" ANCHOR BOLTS OR 5/8"Xl" EXPANSION BOLTS 4 EACH SIDE. ATTACH TOP 2X6 WITH 2 3/8" T NAILS I6" OC GARAGE DOOR ATTACHMENT DETAIL NOT TO SCALE °5 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 6' O" CC. LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART ( 16" DEEP SECTION ) CLEAR SPAN CONCRETE U LINTEL 1' - 6" 4981 PLF ( UNFILLED ) 2' - 211 3435 PLF ( UNFILLED ) 2' - 811 2Tn PLF ( UNFILLED ) 3' - 211 2332 PLF ( UNFILLED ) 4' - O" 1835 PLF ( UNFILLED ) 4' - 611 1624 PLF ( UNFILLED ) 5'-211 2139PLF« 6'-211 2211PLF« it -oil 1981PLF« 8' -oil 1123 PLF •• 9' - 211 1499 PLF •• 10' - 011 1354 PLF « 10' - 8" 12-M PLF « II' - 2" 1200 PLF « 12'-0" 1109PLF« 12' - 811 1044 PLF « 13' - 4" 1398 PLF « P 14' - 0" 1321 PLF « P 16'-oil 1152PLF«P 1016PLF ••P 9T1 ,'! F « P 20' - O" 816 PLF •• P 22' - 8'1 189 PLF •• P « - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. « P - DENOTES PRE STRESSED U LINTEL WI114 "5 REBAR X CONT. PLACED IN BOTTOM COURSE 4 I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 105 HORIZONTAL all REBAR TIED TO ALL VERTICAL RODS .�• 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS. I EACH REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 511 STANDARD PRECAST DETAIL 21' 411 FOUNDATION FLAN 1/4 OII DRILL 1" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY 05 REBAR FROM NEW BOND BE, INTO EXISTING BOND BEAM, DRILL 1"Xrc" HOLE INTO EXISTING WALLS 24" AND EPDXY 05 REBAR FROM NEW BLOCK INTO EXISTING BLOCK WALL, REBAR TO BE LONG WITH 611 INTO EXISTING WALL 6" IN NEI BLOCK WALL DRILL 1" X 6" HOLE INTO EXISTING FOOTING AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS 6' 411 NEW BLOCK WALL TO EXISTING WALL DETAIL NOT TO SCALE 1JEEN •i 09" evc a„yi 61 q s' t._� . c 'r J J e it erg, e°j-Ie s. . ANSON P.E. LICENSS; NO. 38654 xg•eVOXSVXM CITIj j� 3�26 1 HERBY CE4�0bf%4Kvp;f'r,,SPECIFICATIONS WERE PREPARKIP"' a ME-Rxd�yfQ��LY DIRECT SUPERVISION ARE IN COMPLI,4 p @f ,,V'. Ai'fi�E1_%16, SECTION 1609 OF THE FLORIDA BUILDING �b� �{� b��iI. ADDITION AND ASCE 1-10 FOR 139 MPH WIND ZONE RISK CATEGORY II AND 'THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION 0 ■ cM :J U-) co y� Z co o o� m J CV LL r-- z cV C7 U U') V] 0Q UJ — W 0 A ?a�.N m LO � 1 m 0) m LU W 2 U .L O N M — 0 c() Q tL1 c O ro X M z zN m� a O !lJ w z � L O z Z ZZ ca ? U W �z (L 0 J o � O W O N 73 w Z O UW tt 6� I 6 zz ca Q IL Q ul q z Ocl T cq —1 2 0 - ul d m N V n Ln m GARAGE ADDITION 426. ro SQ, FT. 2 OF 3 EXISTING ' _� ' EXISTING ELECTRICAL PLAN 1/411 _ 11 OII ELECTRICAL LEGEND 1 G.F.I. IIO V (�J,J SWITCH GROUND FAULT � RECEPTACLE IIO v IIOV LIGHT CAN BE CEILING WP 110 V OR WALL (TYP) WATERPROOF OUTLET WALL SCONCE FLUORESCENT FIXTURE ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "G-FI" CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G. 2 X4 NAILERS (TYP.) THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CUIMS, 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 2" X 8" RIDGE BOARD CONT, 2"X4'� USP "RT3" OR SIMPSON "H3" HURR. STRAP s 48" O.C. TYP. 2" X 8" RIDGE BOARD 2"X4" VERTICAL SCAB 0 48" O.C. (MAX.) CONN. W1 4-16D NAILS m TOP t USP "RT3" OR SIMPSON "H3" HURRICANE CLIP AT BOTTOM. 2" X 6" ("2 YELLOW PINE) RAFTERS aT 24" O.C. USP "RT3" OR SIMPSON "H3" HURR. STRAP �+ EACH END SIMPSON H3 FRAMING ANCHOR TYP. r— ROOF SHEATHING VERT. SCAB BEVEL GUT TYP, CONT. 2"X4" NAILER TYP. (2-16D NAILS PER TRUSS) USP "RT3" OR SIMPSON "H3" HURR. STRAP m SECTION "All—"A" IAII—" A II 48" O.C. TYP. �i END NOT EXPOSED TO WIND 4-16D TOE NAILS is RIDGE BOARD END ROOF VALLEY DETAIL NOT -TO -SCALE RUSSES BELOW SHEATHED 'RIOR TO VALLEY FRAMING 46TALLATION. X 9," (M2 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS 4�a w 'V u� 0 w 4�s USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL ROOF TRUSSES AT BLOCK WALL. FILL NAIL HOLES WITH IODXI 1/2" NAILS -o" \�N ti�A n2 OOF TRUSS LAN 1�411 _ 1 l Oia 1- ROOF EDGE ❑0 O �Yj RIDGE O iiI X(D Ill O O O O O 0 Q 0 O T GABLE END ,5 PARTIAL ROOF PLAN I!i ZONE Oi 8d RING SHANK NAILS AT 6" O.C. AT EDGES Sd RING SHANK NAILS AT fo" O.C. INTERMEDIATE ZONES 2O 3O 8d RING SHANK NAILS AT rc" 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 PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING 0 0 AT ALL ROOF CHANGES AND SIDE WALL AREAS 0 PER FBC 101.2,5 /R1O3.1.5. 103,8„ S03.2 AND 905 PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0 EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING ° 0 WITH 1 1/2" ROOF NAILS 12" CC 0 2x4 CROSS=BRACING + RIDGE -7 20'-0" MAX I / hqh.- I oil ENE ILI Ima l u111 jjEjjjNME SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING 0 0 0 0 ° o ° 0 0 0 0 0 ° 0 ° 0 0 SIDE WALLS OR CHIMNEY WALLS 0 0 o ° ° ° MINIMUM 8"X8" 26 GA ANGLE FL 0 OR STEP FLASHING, SEE NOTE o ROOF DECK AT SIDE WALLS TYPICAL ROOF FLASHING DETAIL NOT TO SCALE TOP/BOTTOM CHORD GABLE 1 END BRACING ® 48" O,C, MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) m Q l7 CONT. BOTTOM CHORD BRACING (I"x4" MIN.) s !0'-0" MAX. ®01W kA i ,;HANSON f-*• LICENSj *.'i8654 P.O. BOX 1128 DADE CITI,* FL 3Sr,26 a oTATEOF : Ice Z I HERBY CE�Tif 1- 44, �,T,,.„„HES kRLt ; SPECIFICATIONS WERE PREPAi+2a,� MEet�li 1�f' DIRECT SUPERVISION ARE IN COMPLI�19e,'Qfwr SECTION 160E OF THE FLORIDA BUILDI (,,� a1� DDITION AND ASCE 1-10 FOR 13S MPH WIND WIWAFTEGORY 1: AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION M U N L0 Z c) Z C7 I-r ❑ 0 O IJL. ►� InN �`� L? — _ N U L0 z W �-' U—' XMX Q Q V] W ❑ U_ W ❑ U ti 3 A za<N A m(mLo M W m U ui _ � LL =i O N — M O m rz z zw m a Paz O wZ �LL o Z W Z 0 z Q lU m 0. m U zz a a d) N -1 �z . W 4 Cl z O N } w C, 01 i O Q W H Q O r� � Z a �tu tu V � Lu .4 aac� Z O l� Lu l = QL m � V GARAGE ADDITION 42�o.�o SQ, FT. P G 3OF3 133 Zvx2-1