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HomeMy WebLinkAboutBuilding plans40' a' 11' 0" GENERAL NOTES: 9'-4" PRE-ENGINEERED TRUSSES 7/16" APA RATED SHEATHING W/ 8d RINGED NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD 25-YR. ASPHALT SHINGLES ON (2) LAYERS OF 30# FELT SEE CONNECTOR SCHEDULE TYP. DOUBLE TOP PLATE DOOR AND WINDOW HEADERS TO BE 2.0E 5 4'x11 4" PARALLAM; (1) STUD FOR OPENINGS <6' (2) STUDS FOR OPENINGS 6' TO 10' (3) STUDS FOR OPENINGS 10' TO 16' SEE NOTES FOR OPENINGS >16' LSTA24 @ EACH JAMB STUD TO HEADER TYP. SIMPSON HTT5 CONNECTOR W/ 5/8" ANCHOR BOLT EA. SIDE OF JAMBS AND WHERE SHOWN 6" 3,000 PSI CONCRETE ON 6 MIL VAPOR BARRIER W/ TERMITICIDE TREATMENT 6X6-10/10 WWM TESTED AND COMPACTED SOIL BEARING CAPACITY 2,500 PSF 2 - NO. 5 BARS CONT. 4 - NO. 5 BARS SHORT WAY IN OPENINGS GREATER THAN 8'- 0" 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 4. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 48" X 48" LANDING. 5. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1, 6. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE, 7. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. S. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 9. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 10. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 11. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. 12. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 13. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 14. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S ® A MAXIMUM OF 8' O.C. 15. FRAMED WALLS HIGHER THAN 8'0" SHALL HAVE A ROW OF FIREBLOCKING AT MID -HEIGHT OF WALLS. 16. ROOF SHEATHING SHALL BE I" COX AND HAVE A SPAN RATING OF 16/24 AND NAILED WITH 8D RING OR SCREW TYPE NAILS (2 11h" X .131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. 17. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C10D2, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL BE IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 18. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER AN EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 19. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 20. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 21. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A ® THE BOTTOM PLATE. 22. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 23. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER, 24. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 25. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 26. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12" AWAY FROM BUILDING WALLS. 27, IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 12" OF THE BUILDING WALLS. 28. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" BELOW FINAL WALL COVERING. 29. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.. 30. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. 31, BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANC OF SOIL AFTER THE INITIAL TREATMENT. 32. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 33, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 34. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE WALLS. 35. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 36, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 37. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS REEVED 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." 38. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL. 39. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING. 17 20" FRAME EXTERIOR WALL SECTION 12 2X4 NAILER FOR SOFFIT 3 ATTACH W/ 3-16d NAILS @ EA. STUD 1X6 FASCIA BOARD ON 2X4 SUBFASCIA VENTED PLYWOOD SOFFIT W/ 12" OVERHANG 2X4 NAILER @ 24" O.C. W/4-16d EA. TRUSS TAIL AND 2-16d TOENAILS @ WALL NAILER TYP. HARDIE SIDING APPLIED PER MANUF. REQUIRMENTS OVER 30# FELT TYP. 2X6 WALLS W/ STUDS @ 16" O.C. W/ SP6 TOP AND BOTTOM AND Y2" CDX W/ 8d RINGSHANK NAILS @ 6" O.C. ON EDGES AND 6" O.C. IN FIELD TYP. 5/8" ANCHOR BOLTS @ 24" O.C. P.T. BOTTOM PLATE AND MONOLITH/C SLAB FOOTING SCALE: N.T.S. TABLE R302.6 DWELLING/GARAGE SEPARATION SEPARATION MATERIAL From the residence and attics Not less than 1/2-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5/8-inch Type X gypsum board or equivalent Structure(s) supporting floor/ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board or equivalent Garages located less than 3 feet from a dwelling unit on the same lot Not less than 1/2-inch gypsum board or equivalent applied to the interior side of exterior walls that are within this area DEPT. COMMENTS 12/11/17 GRADE 1/4" X 3" WOOD SCREW NO MORE THAN 6" FROM END @ 12" O.C. 2" X 4" BUCK BUCKA TTACHMENT SCALE: N.T.S. 30" FOOTING CORNER REINFORCING BARS SCALE: N.T.S. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE RESIDENTIAL 2014 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS < 15' 5. ROOF PITCH 3/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 4.8' 8. WIND SPEED: (Vult) 170 MPH 3-SECOND GUST (Vasd) 132 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: D 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.21 11. COMPONENT & CLADDING WIND PRESSURE ON ROOF: ZONE 1 = NA ZONE 2 = NA ZONE 3 = NA 12. COMPONENT & CLADDING WIND PRESSURE ON WALL: ZONE 4 = SEE TABLE ZONE 5 = SEE TABLE 13. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS (FULLY CLOSED): ZONE 2 = +/- 59.8 PSF ZONE 3 = +/- 59.8 PSF 14, LOADS: FLOOR 40 PSF ROOF/DEAD 20 PSF ROOF/LIVE 20 PSF WALL 18 PSF 15. SHEAR WALLS WERE CONSIDERED 16. A CONTINUOUS LOAD PATH WAS PROVIDED 17. COMPONENT & CLADDING DETAILED 18. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES #5 CONTINUOUS FOOTING REBAR (2) #5 BARS -ac-� (2)#5 BARS CONTIN. _ FIBERMESH -+ 20 /j OR W.W.M. _ 20 i TYP. EXTERIOR CONT. F1 MONOLITHIC FOOTING TYP. EXTERIOR CONT. F2 CURB MONO -FOOTING 145 BARS CONT. 14" F;-FIBERMESH OR FIBERMESH WELDED WIRE MESH OR W.W.M. I Q (2)#5 BARS CONTIN. (V ,8" 20 X OSTEPPED INTERIOR F3 MONOLITHIC "I O TYP. GARAGE RECESS F4 FOOTING MONOLITHIC FOOTING 4" SP, -7io-OW") GOUTY 9C�'�NG pp! -Slog FIBERMESH .['f'tQ, p,r;(1FltEDFORCOW11C OR W1-#MCONT. h} Il:01 GD BY g 3" MIN. COVER /-" r C ➢ PERNUT JOB tDINSPECTION WILLBEMADE. TYP. THICKENED EDGE F5 MONOLITHIC FOOTING FOUNDATION NOTES +. SOILS SIALL BE TREATED. 2 SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2500 PSF. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. CONCRE-E NOTES ALL UI t. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYFCF 3000 PSF. UNLESS NOTED OTHERWISE. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4INCHES PLUS OR MINUS CJE INCH. 2 PROVIDRA MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES s GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. ALL REIFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185. PROVIDICHAIRS & BOLSTERS. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) ENSURFIAESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. WELDEWRE FABRIC SHALL BF IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED a 3'-0" O.C. EACH V4¢! THE MIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH. 3", EXPOSED TO EXTERIOR ELEMENTS. 1", FORIFD SURFACES: 1" CONSTRICTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFI TIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENIEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. - CHECK CL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPEILEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. REINFOrEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNE33ARS CONCRFE SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. ALL COrRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. TERMINTE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. Scott R. Sanders, P.E. FL P.E. No. 64781 } m LU r H- C] N F z z w 0 v� Lu 0 w H Ld w 0 U 0 J m W > 00 O M W W U. W Z U � a a N O LL W Z 0_ 4 F- Q � � a FACTURES LABLES SHOWING RS AND SHGC COMPLIANCE FSC ENERGY CODE MUST ALL DOORS AND WINDOWS ISPECTIONS CO FAST�NEr"iS Q nr iCH'"ENT S Tf!E RE�PONs1911.�TY 0= Ti�C CONTRACTOR OFRkORO IITETIIEATI ENTf ew PLANAR ANn ALL PnoT+g9ED WOp 1,16JECT M ANY CORFERTION8 HIED BY FIELD INaD'oTr.S THAT E NNCIECAAV Ii` ,,P03 TO W WITH A66 0*619hhk 00096, DATE: 7/14/17 SCALE: NTS JOB NO.: NA DRAWN BY: SRS CHECKED BY SRS SHEET NO. 1 of File Copy 12" OVERHANG TYP. 12" Ob ROOF SHEATHING PER SPECS. PRE-ENGINEERED TRUSSES @ 24" O.C. j; VALLEY SET FRAMING PER TRUSS MANUF. 1 OVERFRAMING DETAIL SCALE: N.T.S. WEST EL/A TION SCALE:1/4"=l' NORTH ELEVA TION SCALE: 1/4"=l' FASTEN EA. VALLEY TRUSSES THROUGH SHEATI NG TO TRUSSES BENATH W/ LSTA18 OR MTS16 TYP. 2x6 W/2-fX4" LAG SCREWS SPACED 24" O.C. TO TOP CHORD OF EXISTING TRUSSES PROVIDE ONE AT VALLEYS AND EVERY 8'-0" MAX. EX. TRUSS TAILS TO BE REMOVED EXISTING WALL TO REMAIN F. 12 12 w 5 5 o N 12 w I� Z ZW o EX. STUCCO HOUSE O in \ U TO REMAIN TYP. \ w 12" OVERHANG TYP. W \\\ \\\ U m &BLDG. DEPT. COMMENTS 12/11/17 EX. FRAMED OPENING TO REMAIN TYP. WINDOWINFILL Z�BLDG. DEPT, COMMENTS 121l1/17 EX. 73" WIDE x 38" HIGH WINDOW TO BE REMOVED ADD 2X's AS SHOWN WHEN WINDOWS ARE REMOVED; ATTACH TO EX. FRAMING W/ 16d NAILS @ 12" O.C. MAX. NO MORE THAN 6" FROM ENDS; SPACE INTERMEDIATE STUDS AT 16" O.C. MAX TYP. Z)UALt: IN I J EX. 73" WIDE x 38" HIGH_ - WINDOW TO BE REMOVED EX. GAR4GE WALL SCALE:1/4"=l' I I I EAST EL/A TION SCALE:1/4"=l' PRODUCT MODEL NO. MANUFACTUER EVALUATION AGENCY PRODUCT APPROVAL NO. EXPIRATION DATE WINDOWS SILVERLINE ANDERSON FL#14911 R7 8/3/2021 EXTERIOR DOORS PLASTPRO FL#15213.1 12/31/2018 GARAGE DOORS DAB FL#12698.7RO 7/21/2020 OFF RIDGE VENT / RIDGE VENT SOFFIT JAMES HARDIE FL#13265 1/l/2018 SKYLIGHTS SHUTTERS ROOF COVERING OWENS CORNING FL#10674 R12 8/20/2017 STRUCTURAL CLADDING JAMES HARDIE FL#13223 R1 1/l/2018 EX. 16' WIDE x THIGH OVERHEAD GARAGE DOOR TO BE REMOVED CONNECTOR LEGEND 86 UPLIFT 2 CONNECTOR TYPE NUMBER OF CONNECTORS CONNECTOR SCHEDULE 07-14-17 I.D. MFG'R. CONNECTOR LATERAL UPLIFT FASTENERS FLORIDA Fl/F2 STRUCTURE TRUSS APPROVAL # A SIMPSON HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 10d A-1 2" 10456 13872 Al SIMPSON HTS20 1,007 1,007 1,450 12 10d x1-1 2" 12 10d xi-1 2" 10456 13872 A2 SIMPSON HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 10d xl-1 2" 10456 13872 A3 SIMPSON HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 10d xl-1 2" 10456 13872 A4 SIMPSON HTS20 1,007/1,007 1.450 12 10d xl-1 2" 12 10d xl-1 2" 10456 13879 A5 SIMPSON HTS20 1,007/1,007 1,450 12) 10d x1-1 2" (12) 10d A-1/2" 10456 / 13872 A6 HTS20 1,007 1,007 1,450 12 10d xt-1 2° 12 10d x1-1 2' 10456 13872 GRA SIMPSON (2)HTS20 2.253 2 253 2,900 24 10d xl-1 2" 24 10d xl-1 2" 10456 13872 Ji SIMPSON I LTS12 250 720 6 10d xl—1 2" 10456 13872 J3 SIMPSON LTS12 161 x — 10456 13872 J5 SIMPSON LTS12 197 720 6 10d xl-1 2" 10456 13872 J7 SIMPSON I LTS12 237 720 6 10d xl-1 2" 10456 13872 KJ7 SIMPSON I LTS12 437 720 6 10d xl-1 2" 10456 13872 V20 SEE DETAIL FOR STRAPPING VA SEE DETAIL FOR STRAPPING VB SEE DETAIL FOR STRAPPING VC SEE DETAIL FOR STRAPPING I &C Vasd Wa[i .,Vind Pressures 170 C Msk C <15 Et. Zone 4 InterioJIG) Zone 5 Exterior !�) 10 SF =+37.9 -4) 10 SF=+37J%-50.8 B) 20 SF=+36.2/-3) 20 SIF =-36.2/-47.3 C) 50 SF _ +33.9 -3 �0 SF = +33.9/-42.8 D) 100 SF=+32.2/-3) 100 Sl = 132.2i-39.4 Garage Door aii from corners J) 9'x7'=+33.4 -37.8 ) 16'x7'=+31.9/-35.6 Scott R. Sanders, P.E. FL P.E. No. 64781 W 00 N> I.L. � 0 M I—' W J W LL ^W + N w LLJ Z U Y a a N CD LC� U. 0 9 DATE: 7/14/17 SCALE: NTS JOB NO.: NA DRAWN BY: SRS CHECKED BY SRS SHEET NO of 4 File, Copy DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 40' 0" 11101, GENERAL NOTES: 0' 0" 110 20' 0" 30' 0" 9'-4" DOUBLE TOP PLATE DOOR AND WINDOW HEADERS TO BE 2.0E 5 4" X11 4' PARALLAM; (1) STUD FOR OPENINGS <6' (2) STUDS FOR OPENINGS 6' TO 10' (3) STUDS FOR OPENINGS 10' TO 16' SEE NOTES FOR OPENINGS >16' LSTA24 @ EACH JAMB STUD TO HEADER TYP. SIMPSON HTT5 CONNECTOR W/ 5/8" ANCHOR BOLT EA. SIDE OF JAMBS AND WHERE SHOWN 6" 3,000 PSI CONCRETE ON 6 MIL VAPOR BARRIER W/ TERMITICIDE TREATMENT 6X6-10/10 WWM TESTED AND COMPACTED SOIL BEARING CAPACITY 2,500 PSF 2 - NO. 5 BARS CONT. 4 - NO. 5 BARS SHORT WAY IN OPENINGS GREATER THAN 8'- 0" 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 4. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 48" X 48" LANDING. 5. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 6. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 7. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, 8. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 9. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 10. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 11. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. 12. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1,2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 13. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 14. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C. 15. FRAMED WALLS HIGHER THAN 8'0" SHALL HAVE A ROW OF FIREBLOCKING AT MID -HEIGHT OF WALLS. 16. ROOF SHEATHING SHALL BE J" COX AND HAVE A SPAN RATING OF 16/24 AND NAILED WITH 8D RING OR SCREW TYPE NAILS (2 11h" X .131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. 17. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL BE IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 18. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER AN EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 19. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 20. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 21. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A ® THE BOTTOM PLATE. 22. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 23. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 24. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 25. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 26. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12" AWAY FROM BUILDING WALLS. 27. IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 12" OF THE BUILDING WALLS. 28. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" BELOW FINAL WALL COVERING. 29. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.. 30. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. 31. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANC OF SOIL AFTER THE INITIAL TREATMENT. 32, MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 33. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 34. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE WALLS. 35. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 36. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 37. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS REEIVED 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." 38. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL. 39. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 16 OF ANY BUILDING OR PROPOSED BUILDING. PRE-ENGINEERED TRUSSES 7/16" APA RATED SHEATHING W/ 8d RINGED NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD 25-YR. ASPHALT SHINGLES ON (2) LAYERS OF 30# FELT SEE CONNECTOR SCHEDULE TYP. 12 2X4 NAILER FOR SOFFIT 3 ATTACH W/ 3-16d NAILS @ EA. STUD 1X6 FASCIA BOARD ON 2X4 SUBFASCIA VENTED PLYWOOD SOFFIT W/ 12" OVERHANG 2X4 NAILER @ 24" O.C. W/ 4-16d EA. TRUSS TAIL AND 2-16d TOENAILS @ WALL NAILER TYP. HARDIE SIDING APPLIED PER MANUF. REQUIRMENTS OVER 30# FELT TYP. 2X6 WALLS W/ STUDS @ 16" O.C. W/ SP6 TOP AND BOTTOM AND %2" CDX W/ 8d RINGSHANK NAILS @ 6" O.C. ON EDGES AND 6" O.C. IN FIELD TYP. 5/8" ANCHOR BOLTS @ 24" O.C. P.T. BOTTOM PLATE FRAME EXTERIOR WALL SECT/ON AND MONOL/TH/C SLAB FOOTING SCALE: N.T.S. 1/4" X 3" WOOD SCREW NO MORE THAN 6" FROM END @ 12" O.C. 2" X 4" BUCK BUCKA TTACHMENT SCALE: N.T.S. 30" GRADE FOOTING CORNER REINFORCINGBARS SCALE: N.T.S. 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE RESIDENTIAL 2014 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS < 15' 5. ROOF PITCH 3/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 4.8' 8. WIND SPEED: (Vult) 170 MPH 3-SECOND GUST (Vasd) 132 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: D 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.21 11. COMPONENT & CLADDING WIND PRESSURE ON ROOF: ZONE 1 = NA ZONE 2 = NA ZONE 3 = NA 12. COMPONENT & CLADDING WIND PRESSURE ON WALL: ZONE 4 = SEE TABLE ZONE 5 = SEE TABLE 13. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS (FULLY CLOSED): ZONE 2 = +/- 59.8 PSF ZONE 3 = +/- 59.8 PSF 14. LOADS: FLOOR 40 PSF ROOF/DEAD 20 PSF ROOF/LIVE 20 PSF WALL 18 PSF 15. SHEAR WALLS WERE CONSIDERED 16. A CONTINUOUS LOAD PATH WAS PROVIDED 17. COMPONENT & CLADDING DETAILED 18. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES #5 CONTINUOUS FOOTING REBAR (2) #5 BARS (2)#5 BARS CONTI N. FIBERMESH OR W.W.M. _ 20"�20 -I TYP. EXTERIOR CONT. F1 MONOLITHIC TYP. EXTERIOR CONT. F2 FOOTING CURB MONO -FOOTING 145 BARS CONT. 14" FIBERMESH OR FIBERMESH WELDED WIRE MESH OR W.W.M. I (2)#5 BARS CONTIN. t (r t/7 _.-._ 20" OSTEPPED INTERIOR F3 MONOLITHIC FOOTING O TYP. GARAGE RECESS F4 MONOLITHIC FOOTING 4" .o FIBERMESH t OR W.W.M. -- 145CONT. I Ell 3" MIN. COVER /--- F5 TYP. THICKENED EDGE MONOLITHIC FOOTING FOUNDATION NOTES 1. SOILS SHALL BE TREATED. 2, SOILTO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 3. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2500 PSF. 4. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. CONCRETE NOTES 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 2. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 3_ ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEELANELDED WIRE MESH TO CONFORM TO ASTM A-185. PROVIDE CHAIRS & BOLSTERS. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3-0" O.C. EACH WAY 5. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3', EXPOSED TO EXTERIOR ELEMENTS'. 1", FORMED SURFACES: V 6, CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 7, CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. 8. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 9. CONCRETE SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 10. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 11. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. A-l"'l- Scott R. Sanders, P.E. FL P.E. No. 64781 m W Q Z O N w w w W CM > 00 0) � � M W W U. W Z U W a a N CD � L0 LL W Z C7 O a � � a DATE: 7/14/17 SCALE: NTS JOB NO.: NA DRAWN BY: SRS CHECKED BY SRS SHEET NO. 1 of 4 Fine COP7A 12" OVERHANG TYP. 12" O� ROOF SHEATHING PER SPECS. VALLEY SET FRAMING PER TRUSS MANUF. 0VERFRA114/NG DETAIL SCALE: N.T.S. PRE-ENGINEERED TRUSSES @ 24" O.C. WEST ELEVA TION SCALE:1l4"=l' NORTH EL/A TION SCALE: 114"=l' FASTEN EA. VALLEY TRUSSES THROUGH SHEATING TO TRUSSES BENATH W/ LSTA18 OR MTS16 TYP. 2x6 W/ 2 -4. "X4" LAG SCREWS SPACED 24" O.C. TO TOP CHORD OF EXISTING TRUSSES PROVIDE ONE AT VALLEYS AND EVERY 8'-0" MAX. EX. TRUSS TAILS TO BE REMOVED _ EXISTING WALL TO REMAIN ry Ms. ' 19 IPA EAST ELEVATION SCALE: 1/4"=l' CONNECTOR LEGEND 86 UPLIFT 2 CONNECTOR TYPE NUMBER OF CONNECTORS CONNECTOR SCHEDULE 07-14-17 D. I.F1/F2 MFG'R. CONNECTOR LATERAL UPLIFT FASTENERS FLORIDA APPROVAL # STRUCTURE TRUSS A SIMPSON HTS20 1,007 1,007 1,450 12 10d x1-1 2" 12 10d xl-1 2" 10456 13872 Al SIMPSON HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 10d A-1 2" 10456 13872 A2 SIMPSON HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 10d xl-1 2" 10456 13872 A3 SIMPSON HTS20 1,007 1 007 1,450 12 10d xl-1 2" 12 10d x1-1 2" 10456 13872 A4 SIMPSON HTS20 1,007 1 007 1,450 12 10d A-1 2"(12 10d x1-1 2" 10456 13872 A5 SIMPSON HTS20 1,007/1,007 1,450 12) tOd x1-1/2"(12) 10d x1-1/2" 10456 13872 A6 HTS20 1,007 1,007 1,450 12 10d xl-1 2" 12 tOd x1-1 2' 10456 13872 GRA SIMPSON (2)HTS20 2.253 2,253 2,900 24 10d xl-1 2" 24 10d xl-1 2" 10456 / 13872 J1 SIMPSON LTS12 250 720 6 10d xl-1 2" 10456 13872 J3 SIMPSON LTS12 161 x — 10456 13872 J5 SIMPSON LTS12 197 720 6 1od 1-1/2: 1D456 13872 J7 SIMPSON LTS12 237 720 6 1od xl-1 2" 10456 13872 KJ7 SIMPSON LTS12 437 720 6 1Od A — 1 2" 10456 13872 V20 SEE DETAIL FOR STRAPPING VA 1 SEE DETAIL FOR STRAPPING VB I SEE DETAIL FOR STRAPPING VC I SEE DETAIL FOR STRAPPING PRODUCT MODEL NO. MANUFACTUER EVALUATION AGENCY PRODUCT APPROVAL NO. EXPIRATION DATE WINDOWS SILVERLINE ANDERSON FL#14911 R7 8/3/2021 EXTERIOR DOORS PLASTPRO FL#15213.1 12/31/2018 GARAGE DOORS DAB FL#12698.7RO 7/21/2020 OFF RIDGE VENT / RIDGE VENT SOFFIT JAMES HARDIE FL#13265 1/1/2018 SKYLIGHTS SHUTTERS ROOF COVERING OWENS CORNING FL#10674 R12 8/20/2017 STRUCTURAL CLADDING JAMES HARDIE FL#13223 R1 1/1/2018 C&C Va,d Wall Wind Pressures 170 C Risk Cat. It H<15 Ft. Zone 4 Interior Zone 5 Exterior A) 1.0 SF +37Y-41.1 F) 10 ` l; °= +37:9/-50.5 13) 20 SF = 136.2/-39.4 1°) 20 SF=+36.2/-47.3 -(') 50 SF °-+33.9/-37A ( ) 50 SF _ +33.9/-42.8 D) 100 Sl,' = 1312/-35.5 11) 100 SF = 132.2/-39'.14 Garage Door thin 2' from corners 1) 9'k7' = +33.4/-37.1 K) lUx = +3Z.9/-35.6 12" OVERHANG TYP 1 Scott R. Sanders, P.E. FL P.E. No. 64781 Pin, Z O U) w w `W / 00 W J W Uj LL Nw ii LU Z U �AA Y _ W N 0 W Z 0 O NO DATE: 7/14/17 SCALE: NTS JOB NO.: NA DRAWN BY: SRS CHECKED BY SRS SHEET NO. aKt CaARACfE -ptit 2 of bb" q,rjzr.LIt -1 1 n,-4tt (Ili v CL4 rrvauo) �7 77ut�tEx bLcf (1i+7V� DOUBLE TOP PLATE 7" .Lev f-laC-ftwf (rt�wTA- ,�rlv • � rnQ� GENERAL NOTES: , 1. WEATHERING AREA IS NEGLIGIBLE 2, TERMITE AREA IS VERY HEAVY 3. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WTH A NONCOMBUSTIBLE MATERIAL. 4, ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 48" X 48" LANDING: 5. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE 6. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 7, THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 8. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE, 9. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER, 10. A CONTINUOUS 11 UOUS PATH FROM FOUNDATION U 1TON TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED, 11. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA, 12. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 13. INTERIOR AND BEARING AND NON -BEARING FRAMED; WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C_ 14, FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S 0 A MAXIMUM OF 8' O.C. 15. FRAMED WALLS HIGHER THAN B'O" SHALL HAVE A ROW OF FIREBLOCKING AT MID -HEIGHT OF WALLS. 16. R 1 ROOF SHEATHING HEA HiNG SHALL BE "CDX AN 17. ALL GYPSUMA � D HAVE A SPAN RATING OF 16/24 AND NAILED WITH 8D RING OR SCREW TYPE NAILS (2 /� X .131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD: BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL BE IN INSTALLED IN ACCORDANCE 1 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE, ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 18. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER AN EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 19. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 20, ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 21. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16° O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. H STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER ENO, EACH JACK SHALL HAVE A H2.5A 0 THE BOTTOM PLATE. 22. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH, 23, NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 24. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 25, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATEI 26, CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12" AWAY FROM BUILDING WALLS. 27, IRRIGATIONISPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 12" OF THE BUILDING WALLS. 28, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" BELOW FINAL WALL COVERING. 29. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.. 30, SOIL DISTURBED AFTER THE INITIAL. TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. 31, BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL E SOIL AFTER THE INITIAL TREATMENT, 32. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 33. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 34, SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE WALLS, 35, AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SW 36, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT, 37. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANC HAS REEIVED 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 C 38, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12" OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELL 39. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15OFANY BUILDING OR PROPOSED BUILDING. DOOR AND WINDOW HEADERS TO BE 2.0E 5 4'x11 T" PARALLAM; (1) STUD FOR OPENINGS <6' (2) STUDS FOR OPENINGS 6' TO 10' - (3) STUDS FOR OPENINGS 10' TO 16' SEE NOTES FOR OPENINGS >16' LSTA24 @ EACH JAMB STUD TO HEADER TYP. SIMPSON HTT5 CONNECTOR W/ 518" ANCHOR BOLT EA. SIDE OF JAMBS AND WHERE SHOWN 6" 3,000 PSI CONCRETE ON 6 MIL VAPOR BARRIER W/ TERMITICIDE TREATMENT 6X6-10/10 WWM TESTED AND COMPACTED SOIL BEARING CAPACITY 2,500 PSF n ,, P� PaS��J E,( L_r-j4tCA_�_ 56R-Ulz& u,�CC�2�rpb Ae%D CAko&i 6td?uIG.t ZU 10 57A&&l_ 2 r *-J Q fof: �twi1 n If 1 At 0)1/' O z/b �p6+IMl> C3 1 SL:8 �.ru l �thli wis �G F.OQ PRE-ENGINEERED TRUSSES 7/16" APA RATED SHEATHING W/ 8d RINGED NAILS @ 4" O,C, EDGE AND 6" O.C. FIELD 25-YR. ASPHALT SHINGLES ON (2) LAYERS OF 30# FELT SEE CONNECTOR SCHEDULE TYP. 12 2X4 NAILER FOR SOFFIT 3 ATTACH W13-16d NAILS @ EA. STUD 1X6 FASCIA BOARD > -�- ON 2X4 SUBFASCIA VENTED PLYWOOD SOFFIT W/ 12" OVERHANG 2X4 NAILER @ 24" O.G. W/ 4-16d EA. TRUSS TAIL AND 2-16d TOENAILS @ WALL NAILER TYP. HARDIE SIDING APPLIED PER MANUF. REQUIRMENTS OVER 30# FELT TYP. /- 2X6 WALLS W/ STUDS @ 16" O.C. W/ SP6 TOP AND BOTTOM AND %2' CDX W/ 8d RINGSHANK NAILS @ 6" O.C. ON EDGES AND' 6" O.C. IN FIELD TYP. 5/8" ANCHOR BOLTS @ 24" O.C. - P.T. BOTTOM PLATE IN RS : N.T.S. DESIGN PARAMETERS FOR WIND LOAD_ COMPLIANCE 1, BUILDING CATEGORY II 2. FLORIDA BUILDING CODE RESIDENTIAL 2014 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS < 15' 5. ROOF PITCH 3/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 4.8' 8. WIND SPEED: (Vuit) 170 MPH 3-SECOND GUST (VQsd) 132 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: D 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.21 11. COMPONENT & CLADDING WIND PRESSURE ON ROOF: ZONE 1 = NA ZONE 2 = NA ZONE 3 = NA 12. COMPONENT & CLADDING WIND PRESSURE ON WALL: ZONE 4 = SEE TABLE ZONE 5 = SEE TABLE 13. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS (FULLY CLOSED): ZONE 2 = +/- 59.8 PSF ZONE 3 = +/- 59.8 PSF 14. LOADS: FLOOR 44 PSF ROOF/DEAD 20 PSF ROOF/LIVE 20 PSF WALL 18 PSF 15. SHEAR WALLS WERE CONSIDERED 16. A CONTINUOUS LOAD PATH WAS PROVIDED 17. COMPONENT & CLADDING DETAILED 18, MINIMUM SOIL BEARING PRESSURE IS 2000 PSF FIBERMESH OR WELDED WIRE MESH SEE FOUN, NOTES #5 CONTINUOUS FOOTING REBAR (2) #5 BARS � (2j#5 BARS CONTIN. 6? T • IF. rpl 1 1 R - `"C",,'���-5:`-_I�FIBERMESH OR W.W.M. 29' TYP. EXTERIOR CONT. F1 MONOLITHIC TYP. EXTERIOR CONT F2 FOOTING CURB MONO -FOOTING 145 BARS CONT. 14" FIBERMESH OR FIBERMESH WELDED WIRE MESH OR W.W.M. c (2) #5 BARS CONTIN. I 20" F3 STEPPED INTERIOR MONOLITHIC FOOTING F4 TYP, GARAGE RECESS MONOLITHIC FOOTING 4" I FIBERMESH OR W.W.M. 145 CONT. 3" MIN. COVER F5 TYP. THICKENED EDGE MONOLITHIC FOOTING FOUNDATION NOTES 1. SOILS SHALL BE TREATED. 2. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). 3, FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2500 PSF. 4. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. CONCRETE NOTES 1, CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDIT{ F 30 P EDITIONS CI O A 1 "SPECIFICATION FOR STRUCTURA L CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. CONCRETE. WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 2. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AR CONDITIONED SPACES & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 3, ALL REINFORCING SHALLCONFORM TO ASTM A615 FOR GRADE 60 STEELWELDED WIRE MESH TO CONFORM TO ASTM AA-185. PROVIDE CHAIRS & BOLSTERS. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET OF EXPOSED TO EXTERIOR ELEMENTS) ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB, LAP JOINTS AT 8" & TIE. 4 WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY 5. THE MINIMUM CONCRETE COVERAGE SHALL. BE AS FOLLOWS: CAST AGAINST EARTH'. 3", EXPOSED TO EXTERIOR ELEMENTS: V, FORMED SURFACES:V 6. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 7. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. S. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP, PROVIDE CORNER BARS 9. CONCRETE SHAH HAVE 314" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 10. ALL. CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 11. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. c R. Sanders, P.E. FL P.E. No. 64781 • r a r r r • • • DATE: 7/14/17 SCALE: NTS JOB NO.: NA DRAWN BY: SRS CHECKED BY SRS SHEET NO. of Scanned by CamScanner FiW Cg :A 30' Sp n or less ' 50, to pan SpreE der Bar ' 60 degrees or less Tag line aie� 1/2 span Tag line �� .,pprox 2/3 ta,I�' approx. 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. ' MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE • SETTING. REFER TO ENGINEERING DRAWING A TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses Ai are installed. A • Q Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! TYPICAL END DETAIL 3 rr— !! IMPORTANT SAFETY NOTE H 1) Building Component Safety Information (BCSI) guide recommends that trusses 60' span and over should be sheathed as they are installed. They may require complex temporary bracing. Consult a Professional Engineer. Consult BCSI documents. 2) Truss of this size can be extremely dangerous during installation. 3) Extra care must be taken by the truss installer. 4) BCSI should be studied by truss installers before truss installation. CORNER DETAIL FM I oVEIUUNCS rat s,pm, CAMny SPACING NOTE All trusses are to be set 2'-0" on center except as noted. FABRICATION AGREEMENT' TRUSSES CANNOT SE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed Is: t; Trusses will be made In strict accordance with this truss placement diagram layout, which is the sole sutho(Ity, for determiningsuccessful fabrication of the trusses, 2, All dimensions In this layout have been verged by the undersigned. .3. Unless written notice Is provided by csdhled mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backchargas will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days In which to begin repairs required, or to substitute othectrusses, at Chambers optin, 4. The undersigned acknowledges receipt of "BCSI 1.03'summary sheet by'IPI & WTCA. 5. Delivery Is to job site. It Is the buyer's'responslbigry to make the job alto suitable for delivery. chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses If Chambers Truss has to redeliver because job sea Is not prepared for delivery or buyer Is not prepared for delivery of trusses, auger" responsible to Chambers Truss for towing costs due to she conditions. 8. pike as shown 11 paragraph 7 below Is subject to change If any changes are, made Iq thls IeyouL A $50 per hour fee for revisions may be charged by Chambers Truss. .7: This is a PURCHASE ORDER to Chambers,Tntss of the sum agreed to, or If nq; agreement a reasonable price. Invoice will be made on delivery and paid within torms of neeii on delivery. Invoice may. be made at scheduled date bf delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambere.Truss reasonable atom -eye fee for collectlans In event of payment not timely made. 1.12 %per month servjce change will be added for all sums not paid within terms. ' 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein, g, to consideration of Chambers Truss extending credit for this material the undersigned unconcit8onally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned' agrees to pay such Indebtedness Including attorneys fees, if default In payment for material be made by the recipient. '10. In the event of any stlgatlon condammg this agreement, me Items furnished hereunder or payments referred to herein, tire. parties agree that vie sole venue for any such action will be Saint butte County, Florida. 77. Design responslbllNes are par "National Stand' And Rocommended Guidelines On Ra'spona blll0 For Conswctlon Using Metal Plate Connected Wood Trusses ANSI/fPIMfTCA4-20o2"' DATED �. Aspwderbarmaybersg"per''BC I.Wlbpmverdkiwy&damgO.. Multiple ply trusses must be fastened togither per engineering before they are set, failure to do so can result -in roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responslblllty of the truss erector, Study the contents of the Information packet included on delivery before setting trusses. Trusses mustbesetand braced perdeslgn tp prsverdiluN& daima9m Trusses must be set plumb and square Do not"set bunks or stack of plywoodroofing acause material or any se ,'other ofmcentrated loads on trusses, c DO NOT SET TRUSSES USING THIS LA 1119E LAYOUT DELIVERED WITH TRUSSES TO SET TI CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 Fort Pierce 772-466-2012 Fax 7714665.8711 Vero Beach 772-569.2012 Stuart 772-286-3302 DESIGN CRITERIA LOADINGMESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 County St Lucie Building Department St Lucie County Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10 Non Concurrent 0 Bottom Chord Dead 5 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 24'-3" Building Type Enclosed Building Category It: Non Restrictive Exposure Category C: Open Terrain With Scattered Obstructions Miles from Ocean 5 Conforms to Florida Building Code 2001 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 74507 SCALE: 1/4" = 1'-0" 46 total trusses, 19 unique designs Designer: BLW Reviewed by: _ Date: 07/12/17 FOR Kurt Jett Filg Cop;& DESCRIPTION: Jett Addition Page 1 of 1 CUSTOMER INITIALS EACH PAGE 74507 "