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HomeMy WebLinkAboutPLANSPROJECT LOG ISSUED FOR PRECON A 0 103-06-19 ISSUED FOR PEMTF , ^1& 04-02-19 a 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 APPUCABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN. AND NOTED, COMPLY NTH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE NTH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2017 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 ELK. BLOCK FL. FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GAILY. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL. COLUMN GWB GYPSUM WALLBOARD GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGL 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 UN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROMDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) 1. PROVIDE P.T. P HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0° 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE, HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECT ON 718 AN OTHER SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 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 WTHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WNDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH 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 3. MERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WNDOWS SHALL BE OPERABLE FROM THE INSIDE WTHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' VIDE, 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 lot FLOOR WNDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS NTH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WTH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP NTH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS MALL 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. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM � 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 RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES NTH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6, ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. 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. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. 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 LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE ILL APPROVED AND AS MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. MIN. M.O. MINIMUM MASONRY OPENING T.O. T.O.SB, THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN, MONO. MTL MONOLITHIC METAL T.O.PL. T.O.T.B. 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 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. O/C OVER HEAD DOOR ON CENTER TYR U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED 'BB') MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE Of TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. P.L.F. POUNDS PER LINEAR FOOT ILL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT NTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER- SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). 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. PARTN. 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- WORK' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY NTH NEC SEC. 410.8. PKT. PLYWI. 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. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWTCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. SOLID CORE S. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. S.G.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PRENRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S 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 NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, UFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND P R NCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OND 18080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF E D C . 6' PRON END -34.8 PSF B FL-9174,10 R12 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF ' . ED D T NCE. 6" FROM END -31.3 PSF C FL 17499.1 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 6420 ARCHED FG 0 IV O/C MAX. SPACING & 2' FROM EDGE -32.7 PSF D FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 1620 ARCHED FG 0 10' O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF E FL-7630.4 pq 3080 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +29.9 PSF +50.0 PSF -50.0 PSF 6" & 14" O/C MAIL SPACING. -32.7 PSF F FL 15349.5 6428 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF G FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5. 1620 ARCHED FG 0 10' O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF H FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS 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 FL 15349.5 6020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF J FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF K FL 17499.1 (2) SH 35 MI WNDOWS & DRS SOL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -33.6 PSF L FL-7630.1 2880 §GL UTE DR THERMA TRU N/A 1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8" & 14' O/C MAX SPACING. -41.7 PSF M FL 22401.3 12080 SOD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX. SPACING -31.3 PSF N FL 15349.5 12014 TRANSOM MI WINDOWS &DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -34.8 PSF 0 FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 010" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF P FL 15349.5 4514 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.=+33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF Q FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -32.7 PSF R FL 15349.5 6414 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF S FL-7630.1 2680 SGL LITE DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8" & 14' O/C MAX. SPACING. -34.8 PSF T FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +36.3 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -44.8 PSF U FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS 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 V FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS 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 W FL 17499.1 9H H33 MI WINDOWS &DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF X FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.- +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 4518 ARCHED FG 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.3 MAX. 104-1 4" HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15 53.4 ROOFING NOA N0. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 pal. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYCASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. a N/A N/A PEEL & STICK HEAD LAP 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 WTH ACI 318-11 AND ACI 301-05. ALL 1Y. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER SHALL PROVIDE 20 AM B A CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR OR A SINGLE MEMBER USES.. 90 P5 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN SHEAR AND SHALL HAVE A DETERMNEDTAL BY AN APPROVED LUMBER GRADINGULES AGENCY.STIgTY OF 1600 KSI OR BETTER, AS 3/4' BEAMS AND COLUMNS - 1 1/2° FORMED CONCRETE BELOW GRADE-2" UNFORMED 1. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH LAB TONE 4 CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 2e D.C. PLUMBING NOTES 0,006 EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1" LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-A4. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WTH SECTION 405, F.B.C. 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 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES 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 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD 4, ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O" FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WTHIN 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 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 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 MTL FRAMING: SELF TAPING SCREWS12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIKE FOR HVAC. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-55 BARS BOTTOM IF DROP EXCEEDS 8". USED FOR SOFFITS OR CEILINGS B. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER T PERIMETER.RATI NAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF DOWELS ASVERTICAL BARS WALL REINFORCING TO FOOTING WTH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES HAT E REQUESTED BY 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 SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AN9VEN1ILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TTO THE T FC. IN "FLORIDA BUILDING CODE MECHANICAL" REQUIREMENTSOF AND 28 GH ODE,E THE 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE OR DETAILIAS ERRNSE,PUBLISHED BY THE UNRLESS STEEL NOTES GARAGE NOTES CONCRETEFREINFORCING STEELFNREINORSTITUTE UED NOTED OTHEETE 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC *SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD m N w SH 15 M.O. 20 1/8' IM PROPOSED SINGE FAMILY RESIDENCE BY: 0 Lr��j v'E'L' TACOMA LOT 208 MEADOWOOD TYPICAL "MI" WINDOWS ■ SH 25 ■ ■ M.O. 38" x, 2x, OR 5/4 BOARD P.T. WOOD BUCK 38" WON SH 35 ■ ■ M.O. 54 1/8' 1x, 2x, OR 5/4 Be P.T. WOOD E 70" 38" SH 39 TYP. BAY WINDOW COPYRIGHT 2018 JC� 0 Q 71N 25}" SH H35 ■ ■ M.O. 27 1/2' 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-36 LESS THAN I" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS 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 APPUED TO THE GARAGE SIDE. LOCATION Uf. 2EA2 PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 1B 0 48 ATTIC 20 10 0 30 WND: UUTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WNDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS Lu 2x P.T. WOOD BUCK SHOWN TYP. 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 1/2" H X 98 1/2" H X 98 3/4' H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB ■ ■ ■ h FORI 407 ■ I 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 2x6, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND u \ DETAIL SCALE DETAIL Dwa. SCALE SECTION Dwc. SCALE SECTION DWG. SCALE INTERIOR ELEV. SCALE B�- BEAM LABEL REVISION N TNORTH ARROW BREAK LINE u s' 4' w SCALE: 1� /�' GRAPHIC SCALE "kehlFn APR 12 1018 permitting St. ��c e cour many ty 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 CRY COLUMN LABEL F# FOOTING LABEL Ah v. _17ELEV 0'-0" 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 Uj m W W a- J J W N r LL LL W o z Z L J _ J ° N 0 0 c a 0 c r 0 O 0 Cr 'Z c = '° `° w �, o n = CM- ca- U (IJ a) @ C _ Q) y_ E N O ?y 0 B _0 = a0 a) .� U i = G UJ - "o (m 1n L N c Fru Ll 0_ C D �O N ca- Vo aci E E o Q o +�OJ U O -o as aD c t aj aj O w O ro U E c m+ c = 0 N E D o N O F- � U `U Ln fn zcs`uTM To ai ` ' w^r' U I..L 6 0 'ITCC Lo d L u s I V d C - ° W CD C CD 0 J rb C%4 0 `" 2 ~ �C C- o0-0 IL V � L 0 W o o � V J I OJ W 2: U 1/4" = 1'-0" U.N.O. COVER SHEET SCANNE® BY St. Lucie Couui -20 I!u 7 FIBERMESH OR WELDED WiRE MESH TRANSVERSE REBAR WHERE OCCURS SEE FOOTING SCHED. i SCHED. OEXT. CONT. MONOLITHIC g" MATCHING DOWELS FOR COLUMNS DBAR DIA. MIN. W/STD. HOOKS OR W.W.M. FOOTING REBAR SCHED. SEE FOOTING SCHED. OMIT CENTER BAR WHEN 38 ONLY (2) REQD. EXT. CONT. MONOLITHIC MASONRY WALL MATCHING DOWEL. 48 BAR DIA. MIN. GRADE ? W STD. HOOKS I; I.' TRANSVERSE :,;y.:.: r. •' .: `:'..: •` i' BARS ONLY AS REQD, SEE SCHEDULE y PAD REBAR EQ. EQ. SEE F0077NG SCHEDULE EDGE BARS ALWAYS SEE CHED. REMIAN. SPACE OTHERS EQUALLY 7A CONT, ISOLATED SPREAD FIBERMESH Ln ga OR W. W. M. a• ' R i-15 CONT. 3" MIN. COVER 10 34 THICKENED EDGE #1 CONC. COLUMN •' MATCHING DOWELS i 48 BAR DIA. MIN. GRADE I�IF:' W STD. HOOKS � � z B1�Ip BI61E31 -PAD REBAR I EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED,REMAIN. SPACE OTHERS EQUALLY DISOLATED PAD 8 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH OR MiN. W/STD. HOOKS WELDED WiRE PAD REBAR MESH (SEE y SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS F REMAIN. SPACE i 1 OTHERS EQUALLY. •• a F�Iglkl I�IIF�Ir IP �L SEE 07HER EQ. EQ. DETAILS FOR SEE SdhEDULE FOOTING 19 BEYOND EXT. MONOLITHIC AT PAD WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WiRE MESH PAD REBAR SEE F0077NG SCHED: EDGE BARS ALWAYS REMAIN. SPACE 07HERS EQUALLY. n� -a '-0 4'-4" 86,-0, -0 S-5" 10'-11" l l'-2" 10'-6. 50'-0" oocd o 7'-8" 6'-0. 6'-0°1, 6'-0"11 6'-0. 6'-0. 6'-0" 6'-4" mm 0 4 CONC. PAD SH 33 SH 35 SH 35 SH 33 HEAD W-0" HEAD 0 8'-0" HEAD 8'-0" HEAD 8'-0" •j N - — — — — — — — — — — — — — — _ — — — — — — — — — — — — — / — — — /-------- —�1Fr PANEI-- F1 � tV /i M • 5_s• I ° a NOTE: FORM GARAGE SIDE DEMISING WALL / / ^ I M • s i =� a zo < 7 C a RECESS 1-1/2" SMALLER THAN ACTUAL // I elk -4" T B.B. 8 z N F I I ° FINISHED DIMS SHOWN HERE //� ■ x2 C2 . ( )9 • F4 a = o Li •m // 20'-0" 7'-2" / / UNDER SLAB LINE CHASE 39'-2" c5 — TE- I // r • / > 0 1® I I Nix __ L I ® I // N F2 N N �o/// a�z 4° 1 F1 O 4" /f/ W § ,I. • •/ 1 3 I I //// c21 .• 't 17'-5" 7 -8" ' 11/ / (x2) ® 1 _ 8" W X 5-)f D RECESS 8" W X 5-V D RECESS •i � ® I // FOR PAVERS (FOOTING FOR PAVERS (FOOTING 1 "co ^ a DEPTH MEASURED FROM DEPTH MEASURED FROM m BOTTOM OF RECESS) W/ BOTTOM OF RECESS) W/ s 6" W X 3/4" D RECESS BEHIND (SLOPED) 6" W X 3/4" D RECESS BEHIND (SLOPED) M o L= I I b °I ■ m _ .J ' 14 —I 1 ' F2 F1 F1 0 L V Ih� ------� 1 • Z 16080 OHD C2) 16080 OHD C2 cd m 00 m �z ~ SH 36 a } o FlNISH EDGE OF CONCRETE Ai RECESS TYP. FlNISH EDGE OF CONCRETE AT RECESS, TYP. I "I i 1 C2 W/ 16 HIGH a a v 1 > o m 9'-4" T.O;B.B. 1Y-4 T.O.B:B.' a EXTEND 5-1/2" DEEP RECESS 4" EXTEND 5-1/2° DEEP RECESS 4" o HEADG BO'-0" w F1 I = a PAST EDGE OF OPENING, TYP. PAST EDGE OF OPENING, TYP. aD '� S-7" 5' 11'-5" I 3 N OL 1 if'-4" T.O.B.B. 2-1 4"x9 / RECESS " FLOOR OUTLET N 11-4" T.O.B.B. 14'-8" T.O.B.B. if -8 T.O.B.B. 3'-0 4'-2"I 1'-4" W/ BRASS COVER / ■ ®� I F6 b SLOPE 1 1 2" W F1 NOTE: —� I ® ALL COLUMNS ARE Cl U.N.O. 7 �y J j 1/AA lll�•� o G F N A4 x 3 11'-8" T.O.B.B. �il_0'-0" RN, — — FLOOR SLAB — — — LL9 ll'-4 T.O.B.B. " � 'I�o A4 °a 7n In n 0 '-10" P-10" L 4'-8" L 5' I ozd "PAVER I I H or I I SIRE 'a C4-7 R ESS a x�� LE Al C2 ® r------F1 -- O —_J L F5 J N I L 4 ®��� �eC4 I • •® I C3 °° 'P 14'-8" T.O.B.B. I A 1j 9'-4" i.0.8.8. •a 1 2 < as I 1 1 I • 3 o���� xW V= TsN �� °I F1 I o z = 5'-6" •a 12'-4" W _f7 Ecn N fV b I I 70 .$k._T � 77 1 I • , I , I C2 O ® ® --- F1 O -------------�-- 7 I— F2 -- °I 1 b IL — — — F1 1 — — — — — — - SH 33 co 6020 FG HEAD 8'-0" HEAD 0 B'-O" BH 6'-4" 6'-0" 6'-0" 6'-0" 3'-10" 7'-11" 6'-4" 11 28'-2" 3'-1" 6'-0" 14'-3" S-2" 1'-4" 39'-10" '-0' 92'-4" SEE SCHEDULE OIN . MONOLITHIC PA FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP71ON DETAIL NO.. F-1 20" x 18" X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC 1 F-2 20" x 18" X CONT W/2 15 CONT EXTERIOR MONOLITHIC 0 RECESS 38 F-3 2'-6" x 2'-6" x 12" W/3 15 E. W. 8TM. ISOLATED PAD 7 F-4 2'4" x i'-9" x 12" W/3 #5 E. W. 67M. MONOLITHIC 0 PAD 19 F-5 2'-6" x 2'-6" x 12" W/3 15 E. W. BTM, PAD 0 INTERIOR WOOD POST 6 F-6 4'4" x 3'-O" x 12" W/4 15 E, W. B7M. ISOLATED PAD 7 TE-1 10" x DROP x CONT. 1#1115 CONT THICKENED EDGE AT DROP 34 TE-2 B" x B" x CONT W/115 Con 0 SCREEN ENCLOSURE 59 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP77ON CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WiDE 8xi6 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8xi2 C-3 BLOCK CONC BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT. IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-#5 VERT. 12x12 C-5 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 4-15 VERT. EACH CELL 4"X4" C-6 WOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS CONC. POURED FILLED CELL W/ STL. PER PLA DOWELL & EPDXY (1) #5 REBAR INTO SLAB 0 FILLED CELL LOCATION W, 4" MIN. EMBED. INTO SLA MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN 'ONC. SLAB & 40NOLITHIC F OUNDATION PER PLAN 48 BAR DIA. SPLICE SEE BEAM SCHEDULE FOR REINFORCEMENT DIA. v FILL COLUMNS SOLID � 8"x8" FILLED CELLS W/ PEA ORAVEL CONCRETE SSEE PLAN AND CHEDULE FOR COLUMN TYPICAL DETAIL BEAM HEIGHT CHANGE L 8"x8" PRECAST LINTEL. SEE LINTEL 1., SHOP DWGS. FILL COLUMNS AND LINTEL SOLID }` W/ GROUT .I, 874" FILLED CELLS W/ 1 5 VERT. (TYP.f TYPICAL DETAIL LINTEL ON COLUMN FUTURE FASTENERS BY SCREEN ENCLOSURE SCREEN MFGR. BY SCREE CONTRACTORN PAVERS IN SAND FINISH GRADE n F BY OTHERS —4 I• �h=nCi;�l1-CONIC. FIG. III � II=11�Id � SCREEN PROJECT LOG ISSUED FOR PRECON 03-06-19 ISSUEDFORPI-W 104.02-19 11 M 9 Lu �l J # J W LLI a D J 7 W L z I a W p N m LL W U ° J N a Z 5 Oa Q c c4 - 0 0 c c fp UQ.1 T n. c _fQ 2 to �n `aci � o d 0z. a E ��c=o � c o c aj O O c d o W E E o `12 o .2 E 2 o -o QU :FQj�oc c p 2OE'oo d N 1= u00 Z n to c7 O a O�• O O �� .a1.X.f u C I uj C CD Cy V O J O n cog 0 � LL rol r• oO co Lu r"jO ' � J QJ ui L U-) 1/4" = 1'-0" U.N.O. FOUNDATION PLAN A-1 W=20 FINISHED CEILING COILING DRYER VENT LOCATION FRONT VIEW TYP, ARCH ELEVATION C 11'-4" CLG. MTL FRAMING - KNEEWALL W/ DI FINISH THIS SIDE PT 2X SILL PLATE R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. 6'-6" 0 at AC CONC. PAD DETAIL N.T.S. L TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTO FIBER CEMENT BACKER BOAR[ KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOAR[ ON SHOWER/TUB SIDE ROMAN SHWR L L LLLLL- LLLLLL LLLLLL TYP. KNEE WALL SECTION 1/21 = 11_0. "' Diu a.m.a. wr & uuiium 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS 0 16" 0/C) (2x6 STUDS 0 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONE. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" 2x WD BLOCKIN( EACH SIDE OF I, FOR MOUNTING b. DW o , =-I o ISLAND Lil TYP, ARCH ELEVATION @ 9-4 CLG. 4DDITIONAL NOTES: I. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS C ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. S. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS CALCULATIONS TOTAL U/A COVERED ENTRY COVERED LANAI f : :1_: TOTAL AIR VOLUME CUBIC FEET = 23445.3 PROJECT LOG ISSUED FOR PRECON 03-06.19 ISSUED FOR PERMIT -Q 04-02-19 w g W W D z W W Z � O 3 N W H � x N � z J d Z 0 0 a 0 ru� 0 0 c c Q� aaE '� o .rn o a 0 (v c� ajj _C3 aj @ E c o a3 ci 3 N o = .vi ro cu � � l o Ca. c aj o o c 0 o aj E E o f° 0 E o - Qu E 10 aj N d > a6j o v E p ) C N = 0 0 = Vj w aj cu N O E=o �= c� z o 0 - ca- m Z V 14, V E Q U V L Ln r 0 o L U, 15 c w ° (n ti GLLJ — O LaidG0Lz� J L CV Q CV 2 ~ J O � Llr- � Z 0 OU 00 0 W r,jO 0 J i OJ W 1/4" = 1'-O" U.N.O. FLOOR PLAN A-2 F° m w - 20 A tllvMOR O1 ewxora+a+� wfatwMr� vinyloorp.com I 8000 NW 79th Place I P 305,477 6464 Clarkwestern District, building Systems 1 I Miami, Florida 35166 F 305,417. 4108 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; piaster. COLUMNS TO BE SMOOT STUCCO FINISH MATCH TRII COLO CS58-300V 1 5/8 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 stucco &amp, plaster, Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area'. 15 square inches per lineal ft. Caulk all intersections, butt joints, ends and corners at time of installationV k A 0 1 �npla MM A orkale R of CYhDiOM1ryh` WiYtine✓♦ysi0M FOR �7*11111MNRN vinylcom.com 8000 NW 79th Place P 306 477.6464 CIarlkweetern Ciefdch Building Syeteme LLC Miami, Florida 33166 F 306A77,4100 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1578-50UL 715"z1/2" 8-012"s®Iltl Flange, 1-0/4" perforated flange Mid Wall Control Joints -Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. US Patent Number 7, 757,450 Caulk all Intersections, buttjoints, ends and corners attime of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 4,059 (SQ.FT.) x 144 = 584,496 SQ IN. / 150 = 3,896 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (260 LF) VENT = 3,900 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONC. TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT 77N TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES — 024" 01C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END $ SEE PLAN/ ELEV. GALV. MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTTOUS FINISH ON METAL LATH W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA71VE CEMENTITOUS FINISH OVER 8" CONC BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB 70 12 6 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5 - DRYWALL OR 112" "TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8"x16" MASONRY BOND BEAM W/ 1#5 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 112" DRYWALL IX2 P.T. FURRING 0 24" 01C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONIC FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS e e e • L • f • •e'. e •"— I 1IIIII=III =1 1l I' • .• I —III_ TYPICAL WALL S. SCALE 314" = 1'0" 15 O -34.8 PSF O -38.3 PSh /Cl -36.3 PSF O-�ti.o r�r O -32.7 PSF MASONRCEMENTIYIOCONSTRIUCTON, TV. ELEVATION -ARTISAN v BLW. D.P.= +29.9 PSF O32.7 PSF 0-US FINISH ON 34.8 PSF D.P.= -36.3 PSFOR D.P.= -32.7 PSFO+29.9 PSFQ D P - -34.8 PSFON D P - +31.3 PSF O MASONRYCEMENTITI5 PSFOCONSTRUCTION, TO 33.6 PSF 14'-8" T.O.B.B 11'-4" T.O.B.B. 9'-4" T.O.B.B. COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR - 0'-0" FIN. FL. SLAB 11'-4" T.O.B.B. 9'-4" T.O.B.B. - - - 0'-0" FIN. FL. SLAB lqio REAR ELEVATION 9'-4" T.O.B.B. PROJ ISSUED FOR P 03-06-19 ISSUED F q% G 04-02-19 UJ ^' re do LL m v w LULU Q.La J Z3 w a w co co LL LL J z z Q 3 W r ❑ z Q J o o: o ado _. ❑ Z c Oa 0 Q C ra p Q1cn O a U)� .0 -O po1— Q C O O_ d C p 'CM aU 25 O N i U N N -0 N y O Ln a fo 0 -o c -0 z o ro G E E oU s c a In ra n E E o rco E O _ W CJ N L c O U L ~ N OCr O LU 2E to n. t LJ 101Z 1 0 `++� 0 Q 0 Cie N C r U C/) — LU o 01'" 2 U r T 2 C14 /�0 i ~ Xf _41!�j - Or con LJL V 2M O U O LU o Q U f J O J LU 2: U) 1/4" = 1'-0" U.N.O. ELEVATIONS -�-- --� -- -- -- --- -- ���-- --�- -- -� I 4 ILA-L-iui �--��-iui-AL=J I�--ii�-�_�_! D'-a N.FAAl D.P.= +33.5 PSF D.P.= +33.5 PSF D.P.= +28.5 PSF D.P.= +28.5 PSF ( l W 20 O-36.3 PSF 0-36.3 PSF O -31.3 PSF O -11.8 PSF LEFT ELEVATION PRO] ISSUED FOR PRE ISSUED FOR PE& 04-02-19 a=6 -0 II ZONE I I CEMENTMOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANT. (MAX. 8' OX) / I I 3'-0" 12 6�i I m COVERED LANAI D.P.= +33.5 PSF ABOVE: D.P.= +31.9 PSF BELOW: 0- 36.3 -36.3 PSF 0- 34.8 PSF TYPICAL I N STALLATI O N WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE CAULK BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS CAULK SEAM AT 'MORTAR OR : a WINDOW INSTALLATIO '•. GROUT •.. . 1/2" " 4 • SET SILL IN FULL DRYWALL °' °'� 4 MORTAR BED AND HEAD JOINT .; ..: :..; t., *.:. `:.:':.�:'..,'. ,,,.::.<:.,::':. ::.,.z t•r'u'.;,;,,, STUCCO OR 'a•' DECORATIVE a. '. CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL 4. • B" C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION PRE ENGINEERED WD. TRUSSES F- C 24" 0/C TYPICAL R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS ff a] D.P.= +33.5 PSF O-36.3 PSF 12 6 m ING KITCHEN BEYOND TOP DININGI'- ROOM 0 GREAT ROOM LOW WALL CONC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV SX. VERT. TRACK BY MANE FASTENED TO �TRACK BRACKETS W/ 1/4'-20x1/2" CARRIAGE BOLTS & LOCK NUTS GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"xl-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO IANU.'S METHOD OF COLUMN W/ 5/8'WEDGE ITTACHMENT SHALL ANCHORS 0 2'-0"0/C VERT. ED r COWPiETE INS7RUCWNS (6" MAX. FROM ENDS) AND 2 FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. D.P.= +31.9 PSF 0-34.8 PSF CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) D.P.= +31.9 PSF 0 -34.8 PSF a 6-0 11 a=6'-O• EDGE YONE EDGE ZONE I I I I I � I El I I I I I I I I I D.P.= +36.3 PSF D.P.= +31.9 PSF 0-44.8 PSF -41.7 PSF RIGHTELEVATION ICI I�II�IImII�II�II�II�I=- ImII�II�II�I I�II�I ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI IN ICI ICI ICI ICI ICI on ICI ill ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ��i Imo! i�i hi hI hI ill I■�I !�I !�I ICI hI Ili ill tx2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASEHARDENED CO NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12 0/C. MIN. 1-1/4" El ERIMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ALUMINUM FRAME 69 12 0/C. MIN. 1-1/4" EMBED SECURE FRAME TO SILL WITH SILICONE PERIMETER SEALANT CAULKING �— STUCCO FINISH , —CONC. OR MASONRY lx2 MIN. P.T. BUCK SET IN goo - o ° Q0 SEALANT AND NAILED 'o .00°°0 W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. BOARD PRECAST OR POURED SILL W/ 15 BAR DRYWALL CAULKING PERIMETER SEALANT JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 14'-8" T.O.B.B. W 9'-4" T.O.B.B. 8 CL LLI 2 w NQ' LJa. W LL W J Z R U Lu J N UJ O j L o O a _0_0" FIN. FL. SLAB r-- a=6 -0 EDGE ZONE 1 14'-8" T.O.B.B. 9'-4" T.O.B.B. OL El _ _ _ 0'-0" FIN. FL SLAB A -A SECTION - ARTISAN STUCCO FINISH PERIMETER SEALANT CONC. OR MASONRY lx6 P.T. BUCK SET SEALANT AND NAILE W/1-1/2" CASE HAI O° COIL NAILS AT 12" 1 °00 o MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN TO BUCK W, (2) 3/16'x2-1/2" 1 SCREWS 0 2'-0" O� JAMB/HEAD DETAIL (S.G.D.) DOOR FRAME FASTEN TO BUCK W/(2) 3/16"x 2-1/2" TAPCON SCREWS 0 2'-0" O/C FLOOR COVERING \GROUT BED \tCONCRETE SLAB SILL DETAIL (S.G.D.) 0000 CONC. OR MASONRY 2x6 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN W/ 1/4' DIA. x 3-1/4' TAPCONS 3' FROM E.E. °o o AND 12" O/C MAX. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ SCREWG? S0 2' O0/C DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ #8 x 1 1/2" SCREWS 0 18" O/C Tr -PERIMETER SEALANT FLOOR COVERING 00.0 POb 'O. o a CONC. FLOOR SLAB PERIMETER SEALANT STUCCO FNISH SILL DETAIL (DOOR) pAr c o 0 p c C '5 0 'o to,,o c U N 0) d: L L �p E .VI Cp N N a O IV O � _ N us U > C) � � N i co E " ,,, c i� 4:E; cn w E E f° o c•` S�i Q�v O 30 E cn a' c c c = a`� G) �; a O � u N 0 Z U -O t cu [n s J 1 "s • LL_ O � Ey o 0 0 O W o 0O U 0 J LLJ 1/4 = 1 -0 U.N.O. SECTIONS ELEVATIONS A-4 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 LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. O O O O PROJ ISSUED FOR PRE, m ISSUED FOR m 0 v 03-06-19 04-02.19 - ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC710N FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN 7110 4'-0" MA . - CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL 1 a5 CONNECTION DETAIL N FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE OTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TiE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# a5 CONNECTION DETAIL 5 C'+�J g H ~ ?3 a Ell wm i W, iuummmiumnuml�ummluumu.-C`�I,I FAWN A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP 16d NAILS �OD TRUSSES OANSEEND OVERHANG SECTIONS RE BEAM OR BOND BEAM 5/8p WEDGE ANCHORS 0 24" 0/C w/ro STEEL WASHERS EMBED (4 )MIN. 2x4 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END WA 16d NAILS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-i6d NAILS EA. STUD AS CONNECTION DETAIL ALLOWABLE LOAD 1061 JI/TRUSS UPLIFT 1/2" DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING 1 APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION 6 a5 CONNECTION DETAIL CONT 2x6 P.T. BUCK FASTENED TO LINTELS W/ i14"x3" LG. TAPCONS ® 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL77 DNI-62-P8 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) i6d NAILS EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWO. EACH END W/(3) 10d x 1-i12' COIL NAILS USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 5680# MAX. WOOD POST SEE FRAMING PLAN (6) 1/42-1/2" LG. SOS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645/ MAX. (i) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. 4CONNECTION DETAIL LT 17 18 PRE-ENG WD. TRUSSES 0 24" (SEE CONNECTION SCHE6 19/32" EXT. GRADE PLYWD. NAILED 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ PLAN I (3)10d NAILS, NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. r1l (3)i/2"x6" PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3" PINS 6 12" 0/C (1 i14" EMBED) Q) BOX -OUT DETAIL A5 SCALE: 1 4 = 1-0 SECTION A5 19 I 1 A5 f►] ELEC. A5 A W Lu c aLu. = W n z Q Qa 8 Z z wLLLL K ° V K x n C9 o' 0 'I 0 c co 0 0 0 a - "i a3 n aj U a` t a C) a a� }' c vd c @ aci rO E - o � ' a� '> p a •� l � v= oaa ,"-o 0 `2 a C7 -a oc � a E o c �-' o �O fa @ o wE o c a o o o E 2 aU Ei o a' v, c o o E can a' c 2 c c = 0 vi aJ In.� 'a p Iw- lu E cf6i u _ a y w Z U .0 -a N -76! "LOTTS" LINTEL BEAM SCHEDULE 1B/FT ICI rr ll V ay p [�1 0 J O O o 0 Q W LL u V W V J F— (16) WS3 TO G.T. s . e SIMPSON KECCQ44 e s° OR APPROVED EQUAL. 71051 UPLIFT MAX (14) WSJ TO WD. POST WOOD POST SEE FRAMING PLAN (14) 1/4" x 2-i12" SDS THROUGH POST 4SIMP• HOLD DOWN ON HDU5" • HOLD o. OR APPROVED EQUAL • 56451 UPLIFT MAX (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. J LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED JPLIFI LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 BF24/iBiT 2 17'-4" 1413 545 581 240 BF24/i8iT 3 5'-4" 10000 668 5698 315 SF36/iBiT 4 3'-6" 10000 qV 0V 7428 jo /95 8F16/iB1T 5 5'-4" 5809 264 3057 128 8F16/i131T 6 5'-4" 5809 264 3057 128 8F16/lBlT 7 S-6" 10000 104 7428 81 BF16/1B1T 8 4'-0" 3429 980 4771 275 8RF38/iB1T 9A 7'-6" 1078 0 733 0 8F8/1B1T 9B 7'-6" 2882 1000 1548 300 8F16/iB1T 10A 5'-4" 1773 0 1135 0 BF8/iB1T 10B 5'-4` 5809 0 3057 0 8F16/iB1T 11A 13'-4" 504 0 396 0 8F8 iBiT 11B 13'-4" 1576 919 711 297 BF20 181T 12 4'-0" 3429 416 4771 390 8RF38/1B1T 13 5'-4" 5809 250 3057 120 8F16/1131T 14 14'-8" 1079 197 477 160 8F16/i91T 1/4" = 1'-0" U.N.O. 15 19'-4" 736 313 323 240 8F16/iBiT ST RU CTU RAL PLAN 16 10'-6" 1664 353 830 120 8F16 1BiT 17 3'-6" 10000 465 7428 205 8F16/181T 18 7'-6" 2882 233 1548 103 8F16/iRlT 19 5'-4" 5809 1043 3057 531 8F16/161T 20 S-6" 10000 667 9578 233 8F72 iBiT - �j = A- •+ 21 7'-8" 693 0 525 0 /180T 22 7'-8" 7486 674 3182 0 _ 0/ 1 23 3'-6" 10000 250 9578 100 FF7 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING LOCA710N PANEL GRADE THICKNESS SPACING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24" 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40 20 19 32" MAX. 6" 0 C 6" 0 C 8" 0 C 6" 0 C 6" 0 C 4" 0 C 4" 0 C SHOWN ON PLAN APA RATED SHEATHING APA 8d RINC- 8d RING- 8d RING- NAIL CORNER STUDS Ex EXPOSURE I, OR EQUAL 16° 0/C SHANK SHANK SNANK AT 4" 0/C MAX TYPICAL WALL SPAN RA7ING 40 20 19/32 MAX. 4" 0 C 4" 0 C 6` 0 C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RlNG- INT. EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RAZING 32 16 15/32 MAX. 6" 0 C 6" 0 C 12" 0 C EDGES PROJECT* Ln ISSUED FOR153# MAX. w 807# MAX. E.E. 153# MAX.TssuED FORPERMOIN 04-02-19 TC-1 ,z TC-1 TC-1 �. 4a" c00 oo w to tN 1+7 r M 47 N ti t` f� h f\ I_ � r- � � I,- I� M r r r r r r r c- r r r r r r N U7 M J1 N J1 O S� a J3 CD J3 Z ~¢ 153 MAX. M < ,g w C) TC-1 c FBT 00 J5G -� o J J J 1914# MAX. c� N Lu B8 SEE DET. 5/A5 a U w w J 1 c J ✓ u n, 6 U' H J m d W z m Y � J3 _ W X r 7' rn CJ m W Z U m m z J1 > > J31D 0 B6 'o�! O Q a J3 J3 L0 I M ~ w I > ) J1c 5 J r a c� J5G M "I J6 a LO X c J 153 MAX. C✓� M o "o o UIJ :+L J3 "' J8 -E c " ro n v T J6 B2 U a TC-1 c rn o m ui S — c o c X ��J6 1 a ! N 1 TcY� L E `A o tci� 616 MAX. E.E. � Al 03 TC-1 �w 6 Q❑ i C✓S o �' o N c m A2 wm `ZG,� K1 2 TC-2 - °°o z r tlll# MA . nOOti o E Ep a' 8 °° A-1 To, c --�� aNi K1 J h t1'9^a,@ ��" 0° A4 G� 153# MA . c`/ N t;( o Li Ci oo M r TC-1 O~ c 5 xU K1 w o° z s U X i o° A5 -- - - -*-� K2 J �� ° > > > J1 X C O 6 Q _ °O O � I J o° LO K4 m oo J3 r N ro z M 00 A7J J HANGERS TO BE USED O J 0° J5 K5 X < J oo AS g� J5 g ; (Simpson) or (Usp) K6 O° J5 og A9 <� QA HUS26 QQ HUS26 0 LJ °o K7 1043 MAX. N M ¢ J5 © HHUS26-2 © THDH26-2Ln • © LUS24 0 u ce J1 TC-2 J A10 M G M o J3 c1 N m N > LJ (3 HHUS46 QH THD46 e^ e /4PT J7 X. a\ o^ C2 > m J1 ©CONNECTION BY BUILDER c C 1 .- 15 #,MAX. < { o d N r �N NN a�a C3� ¢r _ NCD w o " r r' p O'✓ ALL WALLS SHOWN ON THIS LAYOUT CN PT p' c4 `S ARE TO BE LOAD BEARING O a 55 MAX. 153 MA . ��2 o TC-1-5J 10 MAX. ^,_4n LO PT . . TC-2 �C\,/ y J5T J5 ol 11,-4„ J3 3 � to 00000000 11'-8rl O O O OIn _ 14'-8" co Ul LL P�. TRUSS BEARING HEIGHT SCHEDULE O H X Z 0 153# MAX. 656# MAX. E.E. 32# MA . 153# MAX. O U TC-1 TC-1 TC-1 N v TC-1 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS 2 O MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS °: EDGE STRIP DEFINED AS THE LESSER OF 10% pp IIIIIIIIIIi W OF LEAST HORIZONTAL DIMENSION OF BUILDING O 0 U OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: LEAST HORIZONTAL DIMENSION OF BUILDING AND CV J AT LEAST 3 FT. l �� i ,/ � � Q 1. 0.113 INCH NOMINAL SHANK DIAMETER y� 12 12" 2 �\ �/ // I O W F- 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 Tom• TYP. RIDGE CAP & �� ��/ / I J 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER ROOF MEMBRANE / I 5. 2 INCH NAIL LENGTH 1/4" = 1' 0" U.N.O. / 2x RIDGE BOARD (2) SIMPSON H10 CLIPS 3 I �� �� ON 1 SIDE OF TRUSS �_______ ______ 1 1 2 TRUSS PLAN STAGG. & ATTACHED TO / 2x6 CATS 0 24" O/C - - - - - - - - - - - - - XAII BETWEEN TRUSS RUN PRE ENGINEERED ROOFA-U jollmor -1�---------- V l TRUSSES SEE FRAMING 111 PLAN USE USP HTW20 FOR ALL NOTE: SEE DIAPHRAGM 2 I /^\ SCHEDULE FOR ROOF ZONE 2 `F WOOD TO WOOD NAILING REQUIREMENTS. 1---- CONNECTIONS, U.N.O. FIELD FRAMED RIDGE DETAIL `,� W=20 i) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) 111 MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD R 0 0 F Z 0 N E DIAGRAM J SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fi) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TAi2 5) fOd x 1-1 2" - 990 1980 335 670 245 490 1C-2 TA14 7 fOd x 1-f 2" - 1205 24f0 335 670 245 490 TC-3 HTWM16 8 fOd x 1-1 4 i 4" x 1-3 4` WAB. 1225 - 1225 - 1225 - IC-4 HTAf6 9 10d x t-1 2° - 1870 2430 7f0 1310 270 1215 TC-5 HTW20 2O fOd x f-i 2° 24 fOd x 1-1 1530 - - - - - Moisture hdrflB qOf 51mWn _ #5 re6ar min. CPAlnllec Mo10.1 L In) �pBP M�/IF PI e M5 n .a NIWanIQI itl5 AIManOnLanhs S v fhF) na uf(IUN 'oiwreis 5dfl.viR �,n a, LM1-ir`i IIPIOi Plfi.' f (18P) (11 i11 '.Mt �fiN 90 TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER a V ELECTRICAL SYMBOLS DUPLEX RECEPTACLE SWITCH TELEVISION JACK e NEST ® RECESSED DETECTOR EYEBALL AT 12" A.F.F. SINGLE POLE 4 PRE WIRED SECURITY '3 USB STATION Q� DUPLEX RECEPTACLE SWITCH 220 V.RECEPTACLE FLOOD LIGHTS F.P.&L METER IIB AT BASE T3 THREE WAY AT 12" A.F.F. sp SMOKE g & DISC. PE HVAC DETECTOR BREAKER Qc AT8ABV. COUNTER �4 FOUR WAY THERMOSTAT SMOKE ECARBO®PANEL MONOXIDE DETECTOR INTERCOM EXHAUST SWITCH Q DUPLEX RECEPTACLE � SWITCH AT 60" A.F.F. DI DISCONNECT FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET F L EXHAUST FAN ® AT 12" A.F.F. PADDLE FAN W/ LIGHT DUPLEX RECEPTACLE � SWITCH W/ OR WO/ LIGHT cFl GROUND FAULT p DIMMER TELEPHONE LV DOOR T FLUSH IN FLOOR ET FLUORESCENT RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNTED. TOP REC. SWITCHED R KEYED SPEAKER Qv VOLUME ® IN CLG. � INCANDESCENT LIGHT I CONTROL 9 II DUPLEX RECEPTACLE I�1 SECURITY SPEAKER FIXTURE CEILING MATEO. QUADRUPLEX wP WATRPROOF I KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE DUPLEX RECEPTACLE JUNCTION SPEAKER HI HAT FIXTURE WALL. MNTED. ® LOW VOLTAGE nuc n UNDER COUNTER BOX HOME RUN ® TRANSFORMER CLG. MOUNTED Q INTERCOM ® DOOR i CAT5 ® HI HAT FB FAN BOX I STATION I CHIME f HOME RUN VAPOR PROOF IN CLG. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 2521 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7563 / 12 (GEN.LTG.CIR.) = 630 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. (1) SETS OF T3) 14/0 AWG. THWN IN 20 200 AMP SERVICE p METER DISC. CO PANEL 200 A 5/8" GDX 10` CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELE�. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 B 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 DBL. WALL OVEN 2 50 6 10.0 0 2 IDRYER 2 30 10 5.0 1 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 1 14 6.3 0 47.2 1 9.6 NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND UGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). 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. FOR IRRIGATION PUMP & TIMER GARAGE CEILING 20 STUDS *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA GARAGE FLOOR ELECT. PANEL / CHASE o L� o_ 8 w Ln PROJECT LOG ISSUED FOR PRE B G 03-06-19 ISSUED FOR P IT A 604-02-19 LU M ml UJ . n at J W LU < a D w LL' Ld Z Lu Z U 7 N N J a o Q � �I O a o 0 O O On a C = LO ro d N A L1 -E ca- vOi 2 O c� @ E Mn p un 0 _ lm 3 cu 2 t Wo .may _ N '— C 2aJ Jam. -0 _O w L2 aC O ro 00 C O O C O.. O w E E O (o O O E ca- U aaj aJ aJ 'o W O V E Cn C C O Z C 0 O t— E U V = �'' I V= U LD Z O Q L CJ O d Z 0 0 0/� LO E .. Cie 4ri 0 U d WI g C/) W G CD CR ©. .. 1! T. —F 0 O LL 0.0 ry z Q O U oO O uU U ' 0 J 0 W (% 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 W=20 P PROD C' OG ISSUED FOR P O 03-06-19 ISSUED FO 04-02-19 G G ® v w M rn J r w Z J � a Lj ? z ® W LL LL �l J Z Q W h!' u47 HB n Z ® ® ® ®-------------------- niiiiiiiiii 11111111111 lill III limill® Q Q a 0 7 0 0 ME N ~ 0 a O oo�Q e p = L� = CD 0 (� w C) CN w O SM X LL LLJ a LL to t m X fz+l X to O o N U ® ® Ql O C C 2 � li d- CrD = 3 'C O fp a O O U a) ai H� � � w a U a ® - o r U) o- + x� _ Q�LL X ans e iw¢o �' LL a ®C LL °' vi c r° a1 N04 N L N X Lc)cL O Q ® a c` O L al wO QSM tx � � � Z ® E CL O rca cY3 in 6 : c a ® OD -X O O O O ®® _o°�SEo—°o � XQ Q� ® ® �i � � c OD co X g °O e w ci U)a o Y X Y Lo z V 0- U '.0 O ®� 0 saw O _ 00 -O X O Z o 4n�o= X X �xo X� r® ®® ®® ®®r ® Z r ® X t� ® r• r r� � g a ®LL uQQ�J 0 I..G X 0 cf) LG 1 z Cie Lc .c LLJ 0) ® cry C — o a w e ® = Lu o L df v _I ®! = CV /f iSf Lo 04 LL 0 J h 04� � �� ® > o z F- �� o \ X QD � o '� X LL XN w = a® 00 LL .t Q m xQoux 04 �W X Lu 04 LL 40 LL kn LLJ Fw- XQ`W coo v z Q� co � �� X® O 0 o O E-+ zf cd °0 �� O �2 O o U w r 4�C9 ,�� X� o J w OLU J (n ®Hill iiiiiiiiiiiiiiiiiiiiiilillinaniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniiiiilTrrI ® ® ® ® ® 1/4" = 1'-0" U.N.O. "B MECHANICAL PLAN M-1 W=20 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG 4-3/16" HEEL HEIGHT aV V 15' 4" 33, 4^ 11' 4" 17'-8" 0 J1 J3 0 5 a c4 m 00 m � � > G�1 Ln in Jt J3 2' FI —4" 2 2 7 GS6 J1 J1 2 :.I.: — a 1'-4° CLG J5 J2 J2 m V3 H w z Gwo H o i H 9'-4" CLG N ,N N. CLG L L L L L L L L m m V DO J5 J7 v~i a J7 O m N C6 H H1 I w J7 z w U J7 N 15'-6" CENTER OF POST L ¢ < n ¢ ¢ A i A J tARI -OP G PO 9'— T 1'-4 `V J7 IIIIII U U U J I J7 7', 7' 2' 2' 2' 2' J J7 I J CLG N 9'-4" J7 BEARING POST CLG CLG TOP AT 9'-4" — J g'_4" J7 CLG J J7 J J7 J 15'-7" 11 11'-7" 11' 10° J7 13' J I J7 J CLG 9'-4" CLG J7 m J J J J I) V2C 2'-4 CLG oo 00 1A V1 --- ---- ��` `� ' r " MV —� CR BY CKET BUIL R J7 J7 J7 J7 . rn V2B — 1112 "+ 24" FOR A/H CLG i u I V11 MV4 J7 J7 W — _._ L1 I A A "v J1 N B 00 A D3 D1 v Q _ ¢ L2 1 C� tl => -� 0 U J3 I ILD KNEE WALL BY BUILDERD1 J1 � D1 D1 D1 Di D1 D1 D1 I 0 D1 "v D1 D1 9'-4" CLG D1 D2 — D4 D5 L N L D6 J J3 L E1 L to ' E2 L J1 J1 Cif CVO e> m m 12' 2 1 /2" 14' 9" 8191, T 3" 7' 10" TT' 60' 0" HANGERS TO BE USED or Q HUS26 © HHUS26-2 © LUS24 QH HHUS46 © CONNECTION PE_05 \T: =E M :.TA E0 T,t, Un, t —//� l )C V0- \ ORITJ (A) HUS26 (C) THDH26-2 (3 THD46 BY BUILDER FZ RECEIVED APR 12 2010 Permitting oepartment St. Lucie County D E(temporary Trusses shown on thi layo ore a camponee bu6dir and show truss loc t' n. Proper erectiand permanent bracing design are the responsibility of the building designer or his engineer . Lateral bracing shown on the Individu truss drawings must be placed during the erection procedur T: _SS: 2702 VISION: M( Pine Drive 6 e 8" f BRG. I TYPICAL TRUSS END DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9,-4„ MINIMEMEN TRUSS BEARING HEIGHT SCHEDULE NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are beoring, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OMCE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING YMICH IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE 'BCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TP), TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION 'WHERE NO 94EAIHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE RRACm AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DINING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECTIONS. F TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Ir —I HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MN'FRS(low—dse) Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :15R MPH Imp. Factor: 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16=0' Brim M "y Shod Erg P6051 2590 N. lCmp Highway Fort Pierce, FL 34951 (772) 4W4160 +M�UTfHRN � �U TRUSS (772)) 446644-4160 CONT'ANI Sw 2590 N. Kings Highway Fort Pierce, I 34451 GHO 14ON4P.S Tacoma Artisan 6"=1'-0" 1 03/20/191� rc