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804 E 14 St - BR09-001000 (ADDITION) (A)GAIL P, FORX' �"' M CONSTRUCT PROPOSED CONCRETE ADDITION, 8" CONC, WALLS, ON 4° CONC, SLAB, INSTALL NEW R❑❑FING SYSTEM, .DROP ADDITIONAL HVAC DUCT AND CONNECT PROPOSED ELECT. TO EXIST. ELECT. SYSTEM, ACCORDING TO THE F.B.C. Parcel Id: 31-19-31-505-0000-0030 LEGAL LEG LOT 3 SAN LANTA 3RD SEC PB 13 PG 75 C) � J P f1 } Pbl-iv, /Ty i�j' �1y/�,.,�� vvia") 4 v. MM M All PLumloing is to Conform to the 2004 Rorido, Building Code A(( Electrical is to conf orm to the 2005 National Electrical Code w/ Amendments. This certifies that these plans meets or exceeds the 120 mph/3 sec. gust windload requirements or Section1609, 2004 Edition of the Florida Building Codes and the Requirements of Section R301 Design Criteria and ASCE7-02 of the 2004 Florida Residential Building Code, w/ 2006 amendments NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD. DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREAS TO BE ARC FAULT LEGEND ,xx x = PROP. 8" CONC. WALL I = EXIS'IING 8" CONC. WALL NEW LOAD BERAING WALL W/STUDS 16" O,C. = NEW NON LOAD BERAING WALL. W/STUDS 24" O.C. HB= HOSE BIB M.T.= METAL THRESHOLD WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = LO WIND EXPOSURE CATAG❑RY ='B' EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF WIND❑W PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25,9 T❑ - 28.1 PSF 292 - 4" 1/2" PLYWOOD W/ 8d NAILS U 4" O.C. 0 PNL EDGES 8d NAILS ® O.0 RIDG OR HIP ® INT SUPPORTS 2x4 RIDGE POST @ 4'-0" O.C. W -4-12d NAILS INTO RIDGE RIDGE RAFTER 2X8 RAFTER & SIMPSON H2.5 EA SIDE ATTACH TO VALLEY PLATE W/ 2-SIMPSON (o) (,Pngq AAFAARFR (6 BASE H2.5 SIMPSON U26 0 EA OVERBUILT FRAMING RAFTER OVERBUILT FRAMING RAFTER 2X6 2X4 LAID FLAT CROSSING TWO TRUSSES MIN EA RIDGE POST ATTACH TO EA TRUSS W/ SIMPSON H2.5 2-1/4' DTA X 4' WD. SCREWS _i (TYP) ALL ROOF SURFACES BELOW OVERBUILT FRAMING SHALL BE SHEATED SAME AS REST OF ROOF TRUSS OR RAFTER AS REQ'D IN PLAN 1/2" GYP BD. SECTION THRU OVERBUILT FRAMING I / I I I ROOF LIVE LOAD 2"0PSF E E )UT RUSS MANUF,. ALTHOUGH GREAT CARE HAS BEEN TAKEN T❑ INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO NOTE:IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR VERIFY ALL DIMENSIONS AND DETAILS AND TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS REPORT ANY DISCREPANCIES T❑ RHW , INC AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD, BEFORE BEGINNING CONSTRUCTION. NOTE: IT IS THE RESPONSIBILITY ❑F THE BUILDING CONTRACT❑R T❑ REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REP❑RT ANY DISCREPANCIES T❑ DESIGNER AND ENGINEER OF RECORD BEF❑RE C❑NSTRUCTI❑N DIMENSIONS T❑ TAKE PRECEDENCE NOTE: CLIENT IS RESPONSIBLE F❑R VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN ❑FF ❑VER SCALED DRAWINGS H❑ME DESIGN ASSOCIATES IS N❑T RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. ALL RECEPTACLES IN SLEEPING AREAS NOTE! THIS PLAN SET HAS BEEN APPROVED FOR C❑NSTRUCTI❑N AS SITE SPECIFIC. CONSTRUCTION TO BE ARC FAULT ❑F M❑RE THAN ❑NE HOME OR VARIANCE FR❑M PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER ❑F RECORD. All Plumbing is to Conform to the 2004 Florida Building Code All Electrical is to conform to the 2005 National Electrical Code w/ Amendments, This certifies that these plans meets or exceeds the 120 mph/3 sec, gust windload requirements of Section1609, 2004 Edition of the Florida Building Codes and the Requirements of Section 8301 Design Criteria and ASCE7-02 of the 2004 Florida Residential Building Code, w/ 2006 amendments EXISTING ROOF PITCH 3;12 FRONT ELEVATION 1/4"=1'-0" METAL CHIMNEY CAP 8" CONCRETE CHIMNEY .EAR ELEVATION -WEST 1/4"=1'-0" PROPOSED ROOF PITCH 3;12 6'-8"" T.O.W. H TG. FIN. FSR. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO RHW , INC BEFORE BEGINNING CONSTRUCTION. NOTE: IT IS THE RESPONSIBILITY ❑F THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLUOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER ❑F RECORD BEFORE CONSTRUCTION NOTE; CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT, NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER ❑F RECORD, All Plumbing is to Conform to the 2004 Florida Building Code Ail Electrical is to conform to the 2005 National Electrical Code w/ Amendments. This certifies that these plans meets or exceeds the 120 mph/3 sec, g(.,ist windload requirements of Section1609, 2004 Edition of the Florida Building Codes and the Requirements of Section 8301 Design Criteria and ASCE %-02 of the 2004 Florida Residential Building Code, w/ 2006 amendments NOTE; IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD. DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREAS TO BE ARC FAULT LEFT ELEVATION 1/4"=l -0" RIGHT ELEVATION 1/4"=1'-0" NOTE: REPLACE AS NEEDED HEADER DETAIL G:_FRONT _ O' -^; P NAILI%� SCHEDULE_ It, 5I[K'%v ROOF & END' GABLE:�d NAILS AT 4" D.C. AT SUPPORTED PANEL EDGES OF 1/2" MIN. APA RATE CDX PLYWOOD , W/8d NAILS AT G" ❑,C, AT INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 4" ❑,C. AT SUPPORTED PANEL EDGES OF 1/2" APA RATED CDX PLYWOOD , W/8d NAILS AT 12" O,C, AT INTERIOR SUPPORTS, GENERAL NOTES 1) CODES: 1.1 FLORIDA RESIDENTIAL BUILDING CODE (2004) ED. / 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). (J 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Cm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER THE 2004 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE) SIMPS01 'D -DI V TDI ICC 1 -PLY TRUSS 1 #5 CONT. TYP. TRUSS BEARING DETAIL CONC. BLOCK TIE BEAM SCALE: N.T.S. GENERAL NO -FES: 1. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONSTRUCTION DOCUMNETS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN WRITING AND THE NECESARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION, 2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED, 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS, 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. 7. HVAC SYSTEM DESIGN BY OTHERS. LAYOUT IS DIAGRAMATIC. 8. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, 2004 EDITION 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER PROOFING, DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREA: TO BE ARC FAULT 1/2" PLYWOOD 30YR ARCH. SHINGLE ROOFING ON 15## FELT PRE-ENG'RED WD TRUSSES 0 24" O.C. \ 12 R-30 INSULATION SIMPSON META 18 6 © EA TRUSS CONT. MTL FLASH & DRIP ON 1X FASCIA BD MATCH EXIST, -. 3/8" PLYWOOD "'- 1/2" DRYWALL ON PT. WOOD SOFFIT CONT, --_ R-4 INSUL. IN FURRING SPACE W/ 4" SCREEN VENT PRECAST CONC. LINTEL _ FILLED KNOCKOUT SEE LINTEL SCH THIS SHT BLOCK W/ ##5 BAF CONT, PRECAST CONC, SILL PAINTED STRUCK BLOCK 8" CMU WALL BEYOND PRE-ENC'RED ALUMINUM WINDOW SEE ANCHOR DETAILS ATTACHED WOOD SILL ##5 DOWEL IN FILLED CELL AS REQ'D IN PLAN -R-5 INSULATION ##5 DOWEL W/ 30" LAP WD BASE CONC. SLAB & FTG 2 ##5 BAR CONT, BOT STD ACI 90' HOOK NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WrrH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 315-80, SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. AGGREGATE. 4. REINFORCING STEEL; AS FM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. S fRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENE rRATION. 6. DESIGN LOADS: IN ACCORDANCE WH`H F.B.C., 2004 RESIDENTIAL ED. ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. 01 EDITION FOR 120 MPH REGION REFERENCING ASCE-7 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 7, PRE-ENCINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR '170 FABRICATION. 8, LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS i#2 S.Y.P. OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. ##2 SPF C. SILL PLATES ##S.Y.P. P. F. 9. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 10. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 11. THIS STRUCFURE DESIGN EXPENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 12 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. 13. CONCRETE MASONRY: ASTM C-90, WITH 28 DAY PRISM S FRENGTH OF 2000 P.S.I. MIN. WITH "TYPE M OR S MORTAR. MASONRY PRECAST LIN rELS SHALL BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ A.C.I. 530 AND A.C.I. 531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. SUBMITTAL NO -FES: 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICArIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN COMFORMANCE WITH 2004 F.B.C. RESIDENTIAL EDITION. 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BRACING AS REQUIRED BY SPECIALTY ENGINEER. TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN 'TRUSS DESIGN. PROVIDE SHOP DRAWINGS 'TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER. 2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, BEARINGS TRUSS SPACING, PrTCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE 'TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMI r "FRAMING LAY-Ou"r" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION BRACING 4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH 2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED, 5.TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED. 6, PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON DRAWINGS. ,(4 1T�PCOEQUIV. 4 X 2 LINTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL N. T. S, WEB MEMBER SKATING CONTINUOUS LATERAL BRACE (CB) REQ'D. BY TRUSS DESIGN AND AS REO'D. TRUSS FRAMING PLAN 2X4 W/ 2-16d NwLs AT EA. rRuss. Ll Ll �� J�, 2X4 DIAGONAL BRACE (DB) CEILING TYP. AT EA. END WALL & m 20'-0' O.C. MAX. INTERVALS ALONG LATERAL CONT. BOrrCM DRACE (OB) BRACE. 2X4 AS REQ'D. BY TRUSS DESIGN & AS REQ'D IN TRUSS FRAMING PIN! fJ1_ (- cn W w All Mumloing is to Conform to the 2004 F (oricla Building Code w 'ice LJ All Electrical is to conform to -the 2005 National Electrical Code w/ Amendments, This certifies that these plans meets or exceeds the 120 mph/3 sec, gust windload requirements of Section1609, 2004 Edition of the Florida Building Codes and the Requirements of Section 8301 Design Criteria and ASCE7-02 of the 2004 Florida Residential Building Code, w/ 2006 amendments FULL HOT. WALL SECT�ON SCALE: 1/22)=V-0)) DIMENSIONS TO TAKE PRECEDENCE NOTE:IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR OVER SCALED DRAWINGS TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS ALL RECEPTACLES IN SLEEPING AREAS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD, TO BE ARC FAULT I 2X4 BLOCK @ EA DIAGONAL W/3 -12d TOE NAILS EA END PRE-ENGINEERED - WD TRUSS (VAULTED) 2X6 DIAGONAL BRACE (OD 32" 0. C. -// 1/2" DRYWALL L___// 2X6 STUDS @ 16" O.C. SIMPSON SPI TOP & BOT @ EA STUD PT 2X6 PL CONT W/ 1/2"0 A307 AB(8X3) @ 24" O.C. 1/2" CDX PLYWOOD ;20d X6 PL CONT NAILS @ 4" O.C. 2X4 CONT �- 2X4 CONT @ 24" O.C. �- 1/2" CDX PLYWOOD x 5 -12d NAILS EA END PRE-ENGINEERED GABLE END TRUSS �_-A-20d NAILS @ 4" O.C. FILLED KNOCKOUT BLOCK W/5 BAR CONT -PRECAST CONC LINTEL SEE SCHED. 8" CMU BEYOND GABLE END DETAIL ON CMU ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO RHW , INC BEFORE BEGINNING CONSTRUCTION. NOTE! IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD, All Plumbing is to Con Form to the 2004 F (orida Building Code All Electrical is to con -Form to the 2005 National Electrical Code w/ Amendments. This certifies that these plans meets or exceeds the 120 mph/3 sec, gust wind(oad requirements of Section1609, 2004 Edition of the Florida Building Codes and the Requirements of Section 8301 Design Criteria and ASCE7-02 of the 2004 Florida Residential Building Code. w/ 2006 amendments DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREAS TO BE ARC FAULT WINDSPEED = 120 MPH WIND IMPORTANCE FACTOR = 1,0 WIND EXPOSURE CATAGORY = °B' EXT, COMP❑NANT AND CLADDING = + 12,5 TO - 19,9 PSF WINDOW PRESSURE _ + 23.6 TO - 25,1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF NOTE:IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD. \" W.B. OVER ALFOIL MIN R-4.2 INSULATION APPLIED OVER [ x P,T, VERTICAL FURRING 24" O.C. FINISH PER ELEVATION -1 � N 8 C.M.U. 3\' CONC. SLAB (2500 P.S.I.) w/ FIBERMESH OVER 6 MIL, VAPOR BARRIER FIN[ -_)F -I FLOOR ^Qj FINISH GRADEX \fir\�i 1'-4" MONOLITHIC FOUNDATION W/ (2) #5 DIA. RODS CONT. w/ 25" LAP MIN. � EXTERIOR MASONRY WALL [" RECESS @ SLIDING CLASS pR, PER MFG. -SPEC'S. SILL FORMED -� ON SITE @ SLIDING GLASS DR. SLOPE I" PER F00 OEXTERIOR DOOR SILL #5 BAR W/30" LAP AT EN OF NEW WALLS INTERSECT[[ FILLED KNOCKOUT BLOCK W/#5 BAR CONT 1 CLEAN COMPACTED FILL SCALE: 3/8n- I'-00 31" BASE ALUMINUM THRESHOLD 3\" CONC, SLAB (2500 P.S.I.) w/ FIBERMESH OVER 6 MIL, VAPOR BARRIER SCALE. 3/8'= 1'-0° 11v, INTO 1" F)IAAA X 6" DRILLED /EPDXY GROUT M NEW TO EXIST TIE BM CONN. N.T,S. -XIST 8" CMU WALL NEW 8" CMU NEW FTG EXIST 8" CONCRETE WALL It INTO 11 X6" DRILLED i / V Zl HOLE PACKED W/EPDXY GROUT INT❑ EXIST FTG (2)45 W/30" LAP AT ENDS OF NEW FTG INTERSECTING NEW I EXIST EXIST C❑NC FTG W/EXIST FTG 5 NEW T❑ EXIST ETG CONN, CONC, PAD (SEE FND PLAN) SIZE VARIES 4" CONC. THICKENED EDGE DETAIL T. SCALE: 3/8 1'-0" 107.0 PLOT PLAN 1/4"=l ?-0" Parcel Id: 31-19-31-505-0000-0030 LEGAL LEG LOT 3 SAN LANTA 3RD SEC PB 13 PG 75 NORTH