Loading...
HomeMy WebLinkAboutFOUNDATION PLAN0 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS, 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL ENDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WNDOW UNITS SHALL DISPLAY LABELS SHORNG COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BILK. BLOCK FL FLOOR BLW BELOW G.T. ORDER TRUSS ERG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED OLD. CEILING GFl GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DEL. DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIL. PROVIDE PRECAST UNTELS AS NECESSARY. (I'm= 1500 PSI) 1. PROVIDE 1z2 P.T. FlRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR W-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE VERY. MAX. AND ALL OTHER LOCATIONS PER F.B.C.SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL ENDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS NTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. VERTICAL: EGRESS ENDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR ENDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP NTH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWNGS AND SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN H FIXED GLASS THICKNESS SHALL COMPLY NTH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. - HIC THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES NTH THE ARCHITECTS SUPERSTRUCTURE. IF 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE, COORDINATE LOCATIONS NTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWNGS. MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES MIN. MINIMUM to, THROUGH OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS, TOP AND M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE, MONO. MTL MONOLITHIC METAL T.O.PL T.O.TB. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL MARK 'L' TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION O.H.D. OVER HEAD DOOR TYP. TYPICAL 5. GENERAL NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 2. ALL BOND BEAMS MARK "BB" REINFORCING SHALL BE CONTINUOUS ROUGH BOND ( ) THROUGH P.LF. POUNDS PER LINEAR FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELDA. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT NTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/7.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PARTIN. PARTITION WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE NTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- ARK' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USE RKT. PLYWD. _ POCKET PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. R.O. ROUGH OPENING FOR MASONRY STRUCTURES, 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) S.G.D. SOLD GLASS DOOR SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL SF SH SQUARE FOOT SINGLE HUNG 11. ALL HEADERS OVER DOORS AND ENDOWS (2) OR (3) UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS EN IN WALL THICKNESS). NOTED, (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 7HICKNESS). LIFT OVER 4'-0" HIGH CLEANOUTS MALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVE HEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R11 9100 OHD 16070 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P.= +28.4 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE 6` FROM END -34.7 PSF B FL 17499.1 SH 36 MI ENDOWS & DRS SGL IMPACT 3/16' TAPGONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF 55.0 PSF -55.0 PSF 0 10- 0/0 MAX. SPACING & 2" FROM EDGE -34.8 PSF C FL-7630.2 3080 DR W/ THERMA TRU N/A 1/4- TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF SIDELITE 8" & 14' 0/C MAX. SPACING. -34.8 PSF D FL 17499.1 SH 36 MI WNDOWS & DRS SGL IMPACT 3/1C TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF 55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF �j E FL 17499.1 SHH 36 MI WNDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4- MIN EMBED D.P= � PSF 55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM ED 111!" PSF F FL 17499.1 SH H33 MI ENDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -30.0 PSF G FL 17499.1 (2) SH 36 MI ENDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4 MIN EMBED D.P.= +24.6 PSF +55.0 PSF -55.0 PSF 0 10' 0/C MA,Y. SPACING & 2" FROM EDGE -28,9 PSF H FL 22401.3 9080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +24.3 PSF +55.0 PSF -55.0 PSF Olt O/C MAX. SPACING -26.6 PSF FL 17499.1 (2) SH 35 MI ENDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +26.4 PSF +55.0 PSF -55.0 PSF t 0 10' O/C MAX. SPACING & 2' FROM EDGE -30.2 PSF r J FL 17499.1 SH H33 MI ENDOWS & DRS SOL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF 010' O/C MAX. SPACING & 2' FROM EDGE -30.0 PSF K FL 17499•1 SH 35 MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +26.4 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2" FROM EDGE 1 -28.7 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. HORIZ. MI ENDOWS & DOORS 1/4' TAPGDNS W/ 1-1/4- MIN EMBED (4) FASTENERS PER CLIP TOP & BT1. 37.7 PSF 54.0 PSF -54.0 PSF F FL 15353.4 L 53 ROOFING NOA NO, i6-0811.11 OAF 12 GA CALM ROOF NAILS, MIN 3/4° PEN. N/A N/A GAF TIMBERLINE HD SHINGLE (6) NAILS TOTAL PER SHINGLE ROOFING MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT NOA N0. 17-0614-.22 POLYOLASS USA PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4' N/A N/A SIBS UNDERLAYMENTHEAD INC. I AP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL. BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE NTH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - N HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KS OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED 1. FLOOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH FlBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2z4 0 24" O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1' LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH 'THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERUNES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION - 4. FOOLING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-�5 BARS BOTTOM IF DROP EXCEEDS B'. MT, FRAMING: SELF TAPING SCREWS 12 z 1/2" WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER 7 DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND SHALL LOCATED METER & PANELS AS REQUIRED. 2. ALL WRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS NTH EQUIPMENT MANUFACTURER SPECIFICATIONS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY BUILDER. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). 15. ALL CLOSET UGHTING SHELL COMPLY NTH NEC SEC. 410.8. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 17. PREERE FOR GARAGE DOOR OPENER SENSOR. 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAC. AT PERIMETER.RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF ENTBY DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED UILDING 1-1/2' LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE WIRED TOGETHER, PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEARING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL B. DAMAGE PROBABILITIES; FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301. 1 u ). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE, 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD I. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES I GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABIUTIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301,2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, i. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD N to PROPOSED SINGLE FAMILY RESIDENCE BY: MARLIN 5 LOT 03 LONE PINE COPYRGHT 2018 TYPICAL "MI" WINDOWS N ❑ N ❑ N to t0 to 18a" 36" 52d" 251" SH 15 SH 25 SH 35 1H H35 M.O. 20 1/8' M.O. 38' M.O. 54 1/8' W. 27 1/20 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN )? (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN ? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, BOLTS - A307-00 TUBULAR - A500-01a GRADE B (42 KSI) 1 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LIVE DEAD PART TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 12 0 42 ATTIC 20 10 0 30 END: ULITIMATE END SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR END DESIGN TAKEN AT 10 p.s.f. NM THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND ENDOWS ARE NOTED ON THE ELEVATIONS WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. 91 M.O. 35 1/4" W M.O. 37 1/4' W M.O. 41 1/4' W M.O. 55 1/2' W M.O. 78 1/2° W X 98 1/2` H X 98 1/2" H X 98 i/2" H X 98 1/2' H X 98 3/4` H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4' BOARD OR 1z6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY ETHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND # DETAIL SCALE DETAIL Dwc. SCALE SECTION Dwc. SCALE SECTION DwG. SCALE # INTERIOR ELEV. SCALE B# BEAM LABEL QREVISION N IT NORTH ARROW --v''`- BREAK LINE D W ♦' w SCALE; 1�i0>•-0• GRAPHIC SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 Dwc. 2 INTERIOR ELEVATION 3 �# COLUMN LABEL F# FOOTING LABEL Ffl1/1!!/!!//!!!/1!//1J JIIJ Z - 1 LDL s 0'-D' FIN. FL SLAB POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION w a M rn o W a u� J r °� w z a ? Lu LL w Z z j n Z w n M m rn Q z J r a o O p Z d 0 Oa Z. 0 IE d Q 0 Ln E C:) 0� U L.% ep O C wCD CI J 0 y C*4 0 CN R v I F� o > LPL G w z C)- O LS-1 z 0 LLJ p U Z:) 1 � N � J • I E/) 1/4" = 1'-0" U.N.O. COVER SHEET C-1 D s SLP - 0 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 Y FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18' W/2 15 CONT. BIM. EXTERIOR MONOLITHIC ONE STORY 1 F-2 20" x 18' W/2 15 CONT. BTM. EXTERIOR MONOLITHIC 0 RECESS 3B FTE­ 1 10" x DROP x CONT. W/115 CONT. THICKENED EDGE �AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC. BLK. W/i FULLY GROUTED CELL W/1-15 VERT. EA. CELL ®8'-0" 0 C MAXOR AS LOCATED ON PLANS C-2 806 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL C-3 8x12 BLOCK TONC. BLOCK W 1'FULLY GROUTED CELLS W 2- 5 VERT. 8' 81 MATCHING DOWELS FOR - /COLUMNS BAR DIA. MIN, W/STO.D. HOOKS FIBERMESH FOOTING REBAR ' SEE FOOTING SCHED. 94 7- FIBERMESH TYP EXTERIOR CONT, SCHED. O MONOLITHIC FOOTING 38 EXT. CONT. MONOLITHIC FIBERMESH 7'- 1.15 CONT 3MIN. COVER 10" 34 THICKENED EDGE #1 48 BAR DIA. SPLICE m ^r t y o m 8 W PRECAST li. LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT Y 8 W FILLED i' CELLS W/ 1#5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN CONC, POURED FILLE CELL W/ STL. PER F DOWEL & EPDXY (1) #: REBAR INT❑ SLAB FILLED CELL LOCATION W/ 4' MIN. EMBED. INT SLAB TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN " o v :ONC, SLAB & IONOLITHIC rOUNDATION PER PLAN MISSED COLUMN STL. DETAIL d a i A A4 an'-n" 24'-4" 21'- " 14'-4" 10'-0" 7'-2" 7'-2" 1 '_4" 7'-0' 7'-2" 7'-2" SF 35 C2 o SH 36 HEAD 8'-0" HEAD 10 8'-0" ® INS nj in al Ims — — — — — — — -------I PAVERS o I N I I m I I ® I I ® 5'-8" 8'-8" ® I I I I o �z I I c2 8080 SGD N c2 Ex 1131 ®® x ®® ® L— — — — — ----------L I OD 1 I F1 I I ii I I it I iPC4'-8" 13'-10" I -6" TE-1 FORM SHOWER PAN DEE8 I L 1 1/2" LARGER ON ALL in — — SIDES THAN ACTUAL f °o FINISHED DIMS. L i SHOWN HERE 0'-0" FIN. FLOOR SLAB ` J M F2 1 ° PROVIDE ELEC. N do PLUMB TO = ® I 1 I s 10 O NOTE:Ami ALL FOOTINGS ARE F1 U.N.O. ISLAND F1 I ALL COLUMNS ARE Cl U.N.O. °L ° ° //�M 6'-4" 0 I 1E-i 0 2'F4" '-0" 5'-4" 16'-4° L1 ° = UNDER SLAB CONDENSATE // o _ / I OPT. W 1 OPT. LINE LT ° L _ J� LJ N b ° FORM SHOWER PAN 1 1/2"LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. 4" /Z p-:; SHOWN HERE //1 En— --�-1--°---pil I NO ---- I // 3080 EXT DR W l F1 / 19'-4" 5'-8" 5'-0' SIDELITE ® / HEAD 0 8'-2" o 4 C3 — GARAGE SIDE DEMISING WALL 1 NOTE: FORM RECESS 1-1/2" SMALLER THAN ACTUAL NIMI FINISHED DIMS SHOWN HERE o I 0 I ----------------- --L ID AVER ® ®Jw lid F2 I I I STEP FTG HEAD 8'-0" HEAD 10 8'-0. F1 COLUM qS I0 8" W X 5-1 ' D RECESS "ME -OUT �E FOR PAVERS (FOOTING 1 Fa— E DTL. SHEET A-2 DEPTH MEASURED FROM BOTTOM OF RECESS) W/ F2 1 SH 36 6" W X 3/4" D RECESS HEAD 8'-0" BEHIND (SLOPED) L---- -------- � —J A A4 ®® ®® C2 16070 OHD C2 2'-4" 16'-0" 2'-4" 5'-2" 5'-6" 2'-0" 4'-1" 20'-8" 10'-8" 5'-4" 23'-4" W d m 0 m 0 W J n� u z a ? W lJL Ll � Z K W U • � J n z Z J O a O Z 0 Qa o O O cn c'co, E a — o a, U � a� s c a ,n -a + c ai r O E—" o v a) .> — bi °i Q N f = u � w w .0Lp E a r° m ou ai E E o n 2 E• m �0=�qo= vi aj v"i O w E v _ 2f(31 o -a a � LLJ MCI Q > LLJ LLJ U W U z 0 LLJ 0 U J O M H J ri (n 1/4" = 1'-0" U.N.O. FOUNDATION � LAN If A-1 SLP m 0 4" WIDE SMOOTH STUCCO BANDS, TYP. CONC. OR MASONRY ALUMINUM FRAME FASTEN TO BUCK W/ ix4 P.T. BUCK SET IN SEALANT AND NAILED STUCCO FINISH 2x P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN 3/16"x2 1/2" TAPCON SCREWS 0 12 01C PERIMETER SEALANT W/1-1/2" CASE HARDENf COIL NAILS AT 12" 0/C. MAX. PERIMETER CAULKING CONC. OR MASONRY ix4 P.T. BUCK SET IN W/ 1/4" DIA. x 3-1/4" � STUCCO FNISH CONC. OR MASONRY SEALANT AND NAILED W/l-1/2" CASE HARDEN TAPCONS 3" FROM E.E '.o. o AND 6" 0/C MAX. CONC. OR MASONRY o° COIL NAILS AT 12" 0/C. ° 0 1x4 P.T. BUCK SET IN i o: o.' .' Qo�: ` ° o°O MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/i-1/2" CASE HARDENE COIL NAILS AT 12' 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX. - CAULKING CAULKING (2) 16 GALV. x 2"-- SCREWS 0 2'-0" 0/C �� DRYWALL BOARD ALUMINUM FRAME FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16 x2-1/2" TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCRIMNS 0 12" 01C PERIMETER SEALANT SCREWS 0LV. 2'-0' 0/C STUCCO FINISH - STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONIC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE, GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL 18 x 1 112" SCREWS WITH SILICONE 0 18" O/C PERIMETER CAULKING FLOOR COVERING GALV. STL. VERT. TRACK BY MANE. FASTENED TO TRACK BRACKETS W/ 1/4"-20xi/2" CARRIAGE CAULKING .... DOOR FRAME FASTEN TO SILL W/ 16 x 2" SCREWS BOLTS & LOCK NUTS ...... 9910 o Qo 4 0 2'-0" 01C 'O..'O GALV. STL. TRACK BRACKETS FASTENED O ° F FLOOR COVERING Amr FLOOR SLAB TO WOOD JAMB W/ 3/16 xi-1/4"1AG SCREWS 2x8 P.T. ATTACHED TO � PRECAST OR POURED SILL .° �+ op°. °CONC. PERIMETER CAULKING M4NU.'S METHOD DF COLUMN W/ 5/81 WEDGE PERIMETER CAULKING STUCCO FINISH ATTACHMEN( SHALL ANCHORS 0 2'-0 0/C VERT. PREVAIL WHEN SUBMITTED 6" MAX. FROM ENDS AND GROUT BED CONCRETE SLAB W COMPLETE INSTRUCTIONS 2" FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUM81 THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. TYPICAL INSTALLATION I, WINDOW ASSEMBLY AS REQUIRED MANUFACTURER MARBLE SILL 7DR- CAULK SEAM AT ♦ ' °' 'MORWINDOW INSTAL <. GRO " d. DRYWALL ♦'P ° ♦ en " p♦, a 3/4' FURRING TO ♦ 4 .♦ "'♦ MASONRY WALL d < :a .. ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 SHER-CRETE FLEXIBLE CONCRETE WATER PROOF - SMOOTH A5-200 SERIES SHERWIN WILLIAMS MANUFACTURER APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF, SPEC: SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO OR DECORATIVE -CEMENTITIOUS COATING B' C.M.U. CAST-CRETE PRECAST SILL DETAIL SHERWIN WILLIAMS C❑NCRETE WATER PROOFING APPLICATION ASPHALT SHINGLES, TYP. SMOOTH STUCCO BANDS, TYP. a = 6.0" �j�% ICI I�1_I ICI ICI I�II�I ICI ICI ICI INININl�l INFOR l�l -_ III■1_II■I ICI IFMIIFMI ICI ICI � I■I 1.�1_I ICI ICI. ICI. ICI. ICI. I.�I D.P.= +28.4 PSF `A -34.7 PSF 12 6C D.P.= +31.9 PSF -34.8 PSF PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 9-4" T.O.B.B W o W a TIFIF J �a DECORATIVE SHUTTERS w JW a "' x o a = z ui 3 LL � W U J a w - 0'-0" FIN. FL. SLAB o Q O OD.P.= +31.9 PSF pO D.P.= +31.9 PSF O D.P.= 44W PSF -34.6 PSF -34.8 PSF ,dw1 PSF ��✓✓ SMOOTH TEXTURE _-%; 0 li" 5/8" THICK DECORATIVE CEMENTITOUS STUCCO BASE, TYP. FINISH TO SIMULATE LAP BOARD SIDING FRONT ELEVATION - TRADITIONAL o � -6CcaCE Q •5 o .� N o 0 0 V Q a J-0 d i (p (.7N-- Z Q � O C 6 O 'I--' O -6 a-' V E E O p 0 c •� a_�i aT v) (E'E E O U L tom c p 2 Liu w E la o O n (D Z CL s a v � a IYILVI V 11 IL^ VI\L DECORATIVE CEMENTITOUS FINISH REAR ELEVATION ON BLOCK WALLS, TYP. mu LR IIVJIMLL DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. LEFT ELEVATION - CLASSIC _9'-4" T.O.B.B 0'-0" FIN. FL. SLAB 0'-0. FIN. FL. SLAB O W ~� > MCI � LL_ w z a0 UU H W Mp z I w U I FL N � J 0JMI 1/4" = 1'-O" U.N.O. ELEVATIONS Ad PUP - 03 lff�w; .,. -:I vinylcorp.com 8000 N,V Fbtn Plana P 305 479.Cl Cla, ,ve e , Dietrich i� ;, S/ mvna LLC Mp - ( brad 30'I1r6 F 305.41I 4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks In exterior wall finish, Intersections of Ts available. r 15/0 SOUL 7/8"x1/2" 3-112" solid flange, 1-314" perforated flange '�•'' Mid Wall Control Jolnte-Deagned to relieve stress and assist In controlling cracks in exterior wall first, Intersections of Te available. US Patent Number 7757,450 Caulk all Intersections, butt joints, ends and comers at time of Installation. 15 viny[corp.eom 6000 NVJ 6,Pia.e1 F, 3064/]6464 U l'm"dor" KeYnFh erildlog SytWin$ LLC toin Ilar-i 3.1$6 l F 3H4R4118 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. CS58-300V 1 516, 1 3' wide vent (one piece) 5" overall width, perforated Flanges 1 15 3" Soffit Vents - Continuous one piece Soffit Vent with reinforcing rib to key into ntueco &amp, plaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area. 15 square Inches per lineal f[. Caulk all Intersections, butt joints, ends and corners at time of Installation ATTIC VENT CALCULATION: (SQ IN) NON A/C ATTIC CALCULATED ® 979 (SQ.FT.) x 144 = 140,976 SQ IN. / 150 94539 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LF NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS COMPOSITE (ASPHALT) SHINGLES OVER ASTM D-226 130 FELT ATTACH SHINGLES TO ROOF DECKING PER MANUFACTURER SPECS (PLYWD. SUBSTRATE - SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END $ SEE PLAN/ ELEV. GALV. MTL. DRIP ON 1X2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTS 0 ALL NON A/C AREAS (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB U SPRAY FOAM INSULATION IN UNVENTED ATTIC PER ENERGY CALC. y RAT RUNS PER TRUSS MANE. o 8" DRYWALL OR 1/2" "TOUGHROCK" 5rR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONE. 8"x16" MASONRY BOND BEAM W/ 1 J5 CONT. TOP & BOT. - FILL W/ CONIC. CONE. METAL POUR STOP 1/2" DRYWALL iX2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS • e . ` `` a Al .—. I -I I =1 1a "' •. e . III • ,• III —I � I —I I I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) MAE SECTION A -A - CLASSIC H -JU.V t•]r 12 6 SPRAY FOAM INSULATION AT AIR CONDITIONED CEILING LOCATIONS - UNVENTED ATTIC PRE ENGINEERED WD. TRUSSES E @ 24it 0/C TYPICAL _9r-4" T.0.8.86ai 0'-0" FIN_ FL. SLAB RIGHT ELEVATION - CLASSIC STUCCO ATTACHED TOMETAL LATH 13r 8" T.O.G.T >TTACHED TO UNDERSIDE OF TRUSSES _ /PL._ AT RUNS PER TRUSS MAN'F. MAX. 8' O.C) ro i b a I m W � R GREAT ROOM COVERED PATIO SLOPE SES Foam 0.5 lb Spray SES Foam 0.5 lb Roof Sheathing Truss Top Cord / Rafter Installation Instructions Note: In cold climates, embed metal connector plates in spray foam to prevent winter -time condensation. :�L--- _ 0'-0" FIN. FL. SLAB Thermal Barrier* (as required by local code) Note: Local building code may require the use of a vapor retarder n cold climate zones. Ceiling / Thermal Barrier as required by local building code. *Where attic entry is for the service of utilities only, thermal and ignition barrier on the attic side of the spray foam surface may be omitted. Page 11 of 13 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 L^1J ce ce LL Q ce o W e UJ a W Z z O z J O z W NZ e m v � x LL li U Q? N co ~ K o ce a o p z m 0 O 0 G 0 O N O T 2- C C c U aJ W c a� -c E a) no vi cCu o c V a3 ro N j­ (D O a rca c o ai o o 0 a� E E O — o E o o fl U a3 o W O U E c' (V cn ad JE c N = Z a 13 u a O W ~ LJL 0-0 w z 0 OU W 0 z 0 W U t N O J rn I -I R— U) 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS A-4 TYPICAL WALL SECTION SCALE 3/4" = SES FOAM 0.5 LB SPRAY I UNVENTED ATTIC / INSULATED ROOF DECK I SES 05-6 1812 ;i lUSLP = 03 J� U313 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER, MFR. SPECIFICATIONS SEE PLAN CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL 4CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES A A4 PRE-ENGINEERED WOOD ROOF TRUSS ® 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS I CONC, TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 2 �5 CONNECTION DETAIL CONT 2x4 VERT. ® 2'-O" 0/C NAIL TO TRUSS W/ (3) i6d NAILS I 19132 EAT PLYWD. SHEATHING NAIL PER 014PHARCM SCHEDULE II II ------------- VIEW CONT 2x4 HORIZ. NAIL TO VERT. VIEW W/ (3) 16d NAILS. 19/32 W. PLYWOOD SHEATHING BOTTOM SECTION 3 A5 CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT (1ST FLOOR) LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLI FT LINTEL SPECIFICATION 1 17'-4" 2106 250 788 100 BF34-1B/iT 2 5'-4" 5809 250 3057 100 8F16-1B/lT 3 3'-6" 10000 250 7428 100 8F16-1B/1T 4 10'-6" 1664 250 250 815 250 250 830 100 BF16-1B/lT 5 24'-0" 546 251 100 8F16-iB/iT 6 10'-6" 1664 830 115 8F16-iB/iT 7 10'-6" 1664 830 100 8F16-18/lT 8 3'-6" 10000 7428 100 8F16-lB/lT 9 5'-4" 5809 250 250 3057 100 8F16-1B/1T 10 5'-4" 58D9 3057 100 BF16-1B/1T 11 5'-10" 3589 728 2183 105 8RF14-1B/1T 12 5'-4" 5809 250 3057 100 8fi6-16/iT #5 REBAR AT TOP MIN. (1) REWD a ` 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED ? C.D ° a C.M.U. QUANTITY OF #5 REBAR AT FBOTTOM OF LINTEL CAVITY ;o a z GROUT 8F16-1B/1T #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) LNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL " NOMINAL HEIGHT 4: "f f • TYP. 0 WALLS BUB 8F16-OB/1T 8F16-lB/lT 8F24-OB/lT 8F24-lB/lT 8F30-lB/1T W M 0 o W W a Ld W Z z 0 J j J z W �W M LL j J ~ K a m LL n o ❑ Z 0 Oa 0 C Q o a a c c aE vi p a O V1 p +- (D C a--� E O d p O o w E o o CJ C cn cm aj c o = o O O N zu fo CL� o73 v w 0 > J ~ 0 Q LLJ Z a 0 H Lu U Z Lu C:) U ZD f f� J O M F— J (Jr) 114" - 1'-n" I I NI n STRUCTURAL PLAN A-5 'fir/g 'OSLP - 0 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-18 UPLIFT T�srr ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ co LO t` r I-- T- r- r- I,- � P- r p- r- p- r I-- r� I-. ti 1- 0 m r 1794# MAX. (2) IC-1 175# MAX. D01 G TC-1 988# MAX. TC-1 ZEJ7 2239# MAX. (2) TC-2 F01 G 497# MAX. E.E. TC-1 ZCJ3 U 3 ~ ZCJ1 12 4 HEEL 6F 3/16" 1' 0" O.H. 2x4 LEVEL RETURNS TYPICAL END DETAIL Truss Connector Total List Manuf Product Qty BEARING ELEVATIONS 9'-4" A.F.F. KNEEWALL TO 13'-8" A. F.F. Indicates Left End Of Truss On Layout & Engineering Sheets NOTE; THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1�0 TIP. TY TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (172) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 1Od x 1-1 2' - 990 1980 1 335 1 670 111 245 490 TC-2 TA14 (7) 10d x 1-1/2' - 1205 2410 1 335 1 670 1 245 490 TC-3 HTWM16 8 10d x 1-1 2" (4) 1 4" x 1-3 4" WAB. 1225 - 1225 1 - 1225 - TC-4 HTA16 9 1Od x 1-1 2' - 1870 j 2430 111 710 1 13101 270 1 1215 TC-5 HTW20 20 10d x 1-1 2 24 10d x 1-1 2" 1530 1 - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. AILS TO HAVE THE FOLLOWING DIMENSIONS: NINAL SHANK DIAMETER OF 0.012 OVER SHANK DIAMETER 5 PER INCH L ROUND HEAD DIAMETER VGTH a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST 4%OEIH NOTHAN OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT L O O Lu LLJ N J � w a = w z z r ro x � m LL LL W Z • z . � U J n o 0 z J Z < o o a Z 0 0 LL o � o rn ra_ L a (Qfa = n Co:'- -E.73 LO .Ol 4;p s� U a Qj c aj co CU = t O v o aj cco o = ;_ O Q Opj � O O 0 N C" p E O �O p 2 E 2 p Q U � E "S CD cu o �o��E :3 Cm ED "I O _ 1n v = aj a p p L (.7 p 2f -0 C- L,� ~G LLJ O jLL- *-0 H � Ll J ZD a 0 O l� W Mo z O Lu J U [V 0 ,MI 1/4" = 1'-0" U.N.O. TRUSS PLAN A-6 NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM ol I CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 2340 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7020 / 9 (GEN.LTG.CIR.) = 780 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. ELEC. PANEL "UNIT A" 200 AMP CIRC. DESCRIPTION AHU HEAT STRIP POLE BRKR WIRE VA, 100% I 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 B 0 0 1 RANGE 2 50 6 1210 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 1 10 1 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 L5 0 1 DISHWASHER 1 20 12 12 0 1 REFRIGERATOR 1 20 12 1,2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 L5 0 9 GEN. LIGHTING 1 15 14 7.8 0 40.7 1 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 12.28 A/C LOAD AT 657 = 6.24 TOTAL = 28,52 x 1000/240 = 118.8 AMPS (1) SETS OF (3) 14/0 AWG. THWN IN 2" CONDUIT er" 200 AMP SERVICE p METER DISC. CO PANEL 200 A 5/8" GDX f0' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE AT 12" A.F.F. $ SWITCH SINGLE POLE Qmw TELEVISION JACK PRE WIRED e ,- ^ L�s�nj) QIID SWITCH HWAY IIB ATPLEX BA ERECEPTACLE T3 11 AT012" A.F.F.PTACLE FDUPLEX8" C AT ABV. COUNTER �4 FOUR WAY THERMOSTAT INTERCOM a iGFI DUPLEX RECEPTACLE FLUSH IN FLOOR RECEPTACLE qy.�� IR SWITCH RHEOSTAT SWITCH ® AT 60" A.F.F. TELEPHONE OUTLET AT 12" A.F.F. TDUPLEX GROUND FAULT 1) DIMMER TELEPHONE FLOOR Q� II DUPLEX RECEPTACLE TOP REC. SWITCHED R SWITCH KEYED ® SPEAKER IN CLG. ® IIWP DUPLEX RECEPTACLE WATERPROOF f� I SECURITY KEYPAD SPEAKER WALL OUTLET (IN , iiUC DUPLEX RECEPTACLE UNDER COUNTER � JUNCTION BOX 4 SPEAKER HOME RUN INTERCOM STATION © DOOR CHIME T CAT5 HOME RUN NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N ALBE NITY LIGHTS TO 100"A.F.F EDGE OF SWITCH'S TO BE 3.5" FROM DR. FRAME NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NEST RECESSED DETECTOR EYEBALL SECURITY USB STATION FLOOD LIGHTS F.P.&L. METER SMOKE g & DISC. DETECTOR SMOKE / CARBON ® BREAKER PANEL MONOXIDE DETECTOR EXHAUST SWITCH FAN DISCONNECT F L EXHAUST FAN PADDLE FAN W/ LIGHT W/ OR WO/ LIGHT DR LV DOOR FLUORESCENT RELEASE FIXTURE CLG. MNTED. n VOLUME INCANDESCENT LIGHT Y CONTROL FIXTURE CEILING MNTED. QUADRUPLEX INCANDESCENT LIGHT RECEPTACLE HI HAT TR LOW VOLTAGE CLG. MOUNTED TRANSFORMER HI HAT F B FAN BOX VAPOR PROOF IN CLG. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. -PROJECT LO B ISSUED FOR PRECON A— 02-26-1,6 ISSUED FOR PRECON — 03-26-18 ISSUED FOR PERMIT 04-13-18 1 BLDG COMMENTS 05-31-18 Uj <o 0 � o w 'v u a w J J < z w h M LL LL D Z Q O Z J Q U Oa D p Z m 0 Oa C rip � O O •� O_ O C3 .� N N Q a -O rn -0 + L aai au � O a av _ �� > U 4) 6 -0 i coo � LD � (+i a c -v Q 2 o= a W � O a� c a au E E O m O 0 c Q) I, •� caj a) o �, O ZZ u E Ln = O = di vi N Eo U ra O x 0 _0 O t_ U U in ao Q i L 931 is 0 E l 0r LL Q s U 1 rn LU U O J N fall ® h B V O W ~ >" LJL 0-0 eC Lu z rZ 0 LU O Z LU Mp _J U 1 N 0JMi (1 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 SLP - 0 PROJECT LOG ISSUED FOR PRECON 02-26-18 ISSUED FOR PRECON 03-26-18 ISSUED FOR PERMIT 04-13-I8 KITCHEN Aw 2° V J 2" AVV WC KIT 0 DW - CO 3° 2" 32° " LAV 2' CO LT 2° WM 2" SHWR LAUNDRY MASTER BATH 3 2WC AWA TUB V ° CO AVV 2" 3° LAV 2" 3° 2°1-0 BATH 2 CO SHWR 3° WC _° BATH 3 PLUMBING RISER DIAGRAM NOTE: ALL RETURNS SHALL HAVE DIRECT DUCTING TO RETURN AIR PLENUM BOX. DO NOT SCALE PLANS w d M O V r� J r ro N M u d Z x LL LL LU z Z _J a 0 Q z 0 0 a 0 O �� O � O ;6 i Q O a a-E O U E vi c O N L1 n A5 "O — f fd C 0- 4� 10 O 4� (6 vo w E E p p a� E vAj � Qi M o " o v E Qt � O O (,=3 C `" CD w O E co ai S O fa Z Q V N N z W o > u- A w z a o H w Mo z OJ LLJ U � N J M i ,-I U) 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 SLP = 0