Loading...
HomeMy WebLinkAboutBUILDING SITE PLANFILE CO Z 3 co w oQ Zf to LU m PROJECT LOG ISSUED FOR PRECON 11/07) ISSUED FOR PERMIT 12/K If GENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES I. CONCRETE UNITS TO SE ASTM C 90-50. I. THE TRU55 LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE L THIS PLANS WERE PREPARED USING THE 2011 FLORIDA BUILDING CODE 6TH EDITION. ASTM GRADES NI OR NII. PROVIDE PRECAST 1. PROVIDE Ix2 P.T. FIRESTOP HORIZONTAL • CEILING t WALL INTERSECTIONS OR W-o" O/C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER THESE PLANS WERE PREPARED LINTELS AS NECESSARY- (f'm = 1500 P51) 2. MORTAR TYPE M PER ASTM G 210-92. VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 11B FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYQUT. 2. TYPE CONSTRUCTION: 2.A ALL GLAZING WITHIN AND PARALLEL TO WI DOOR SHALL TEMPERED. FLORIDA BUILDING CODE. B THE 2017 FLORIDA BUILDING 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE B ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS S TS FTC.) CAN 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ET AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE USING FILLED W/ 3000 PSI PEA LESS THAN SO" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLAS Be MODIFIED ONLY RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COUNTY AND ALL APPLICABLE AMENDMENTS. CODE L, EDITION I 6tl GRAVEL CONCRETE DOORS AND FRENCH DOORS SHALL BE TEMPERED. ACCORDINGLY. 4. REINFORCING: 4. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 3 FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF HIGH, 20 WIDE, AND MIN. NET OFFICE FOR REVIEW, TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR let FLOOR WINDOWS. THE 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND EFFICIENCY SECTION. S. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT I6 IN AN 4. IN AREAS OTHER THAN HVHZ FNEO GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT i0 BE INSTALLED AND MONITERED B 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 •THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2011 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 RESPONSIBILITY TO ABBREVIATIONS THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF 6, ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY SE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL M.G. 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. ABV ABOVE EXT. AFF ABOVE FINISHED FLOOR F.B.G. EXTERIOR FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. CO 1. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING 4BV. g, TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. AHU AIR HANDLER UNIT F.R. FIREIRE RATED M.T. MAX. METAL THRESHOLD MAXIMUM STL. SW STEEL SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" AMY. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS B.F. BI FOLD FIR FRENCH DOOR MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM, PRECAST LINTELS SHALL NAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. B.P. BI PASS FIN. SILK.. BLOCK FL. FINISHED FLOOR MICRO, MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES BEAM ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BLW. BELOW G.T. GIRDER TRUSS MIN. MINIMUM T,O. THROUGH OUT -. 6, BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T,O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. STM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.PL. TOP OF WOOD PLATE A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE I. ALL COMPOSITE LINTEL (MARK "L"1 TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION CLG. CEILING GFI GROUND FAULT INTERRUPT MTL. METAL T.O.T,B. TOP OF TIE BEAM NOTED CMU CONCRETE MASONRY UNITS GL. GLA55 O.N.D. OVER HEAD DOOR TYP. TYPICAL MANUAL" A5 PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER CONSTRUCTION. COL. COLUMN GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL: A 2. ALL BOND BEAMS (MARK `BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND GONG, CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.G.I. 530-05/ A.S.C•E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. a. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CSMT, CASEMENT HGT. DSL. DOUBLE HPS. HEIGHT HOOPS P.S.F. P.5,1. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH Y.LF, W.A. VERIFY IN FIELD WEDGE ANCHORS 1-10/T.M.5, 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED S" TO FIT BLOCK PROVIDE OEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. CIA. DIAMETER HIM HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. WORK.la. DISP. DISPOSAL we HORIZONTAL SLIDING PART'N. PARTITION WC WATER CLOSET CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZO >'IEKT. POCKET WD. WOOD 0. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 1-10/T.M.S. 602- 4, REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE - D DR. DOOR INS, INSULATION PLYWD. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS pW DISH WASHER INT, INTERIOR R.O. ROUGH OPENING . STRUCTURES. FOR MASONRYIO. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0 MUST BE ENGINEERED AND E.E. EACH END LG. LONG S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS O N TED OTHERWISE) ELEC. ELECTRICAL LIN. LINEN S.G.P. SLIDING GLASS DOOR SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT ALL HEADERS OVER DOORS AND WINDOWS TO UNLESS OTHERWISE ES. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG 1. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH I. CONCRETE SHALL CONFORM TO ASTM G94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS DI G N L WALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). N LIFT OVER 4'-0" HIGH CLEANOUTS SHALL 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: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING PRODUCT OPEN ID PRODUCT MODEL " MANUF. DESCRIPTI N AND EMBED, FILL ALL MANUF. WOLM, DESIGN DESIGN I FL 11499J 5H 35 MI WINDOWS t DR 5 5GL IMPACT 3116" TAPOONS W/ k1/4' MIN EMBED +31.9 I %.OPSF - 55.OPS • Io" O/O MAX- SPAf>ING t 2" FROM EDGE -34A 2 FL 15349.5 8014 TRANSOM MI WINDOWS t OR S 5GL IMPACT WIG" TAPCONS W/ (-1/4" MIN EMBED EQUAL SPACIN'O $ 3" FROM EDGE +33.4 -36.3 .55.OP5F-S5.OP 3 NOA NO. 6 6060 MULIA, INC SGL IMPACT DRIVE PINS W/ 1-114" M EMBED CORNERS • 3" MIN. < MIN. O/C SPACING +29,9 -321 155.OPSF - 55.OP5 15-120N 8x8 BLK 4 FL 11499.1 SH 35 MI WINDOWS t p SGL IMPACT 3/16" TAPCONS W/ +31.9 55.OPSF - 55.OP5 w loll O/G MAX. SPA€rING t 2' FROMEMBED -34A 5 FL 11499.1 (2) SH 25 MI WINDOWS t DRS SGL IMPACT 3/I6" TAPCONS W/ 1=114' MIN EMBED +29.15 55.OPSF - 55.OP SF • loll O/G MAX. SPACING t 2" FROM EDGE -321 6 FL 11499.1 SH 35 MI WINDOWS t DrS SGL IMPACT 3/1&H TAPOoN5 W/ kV4' MIN EMBED +31.9 55-OPSF - 551OP SF • 10" O/C MAX. SPACING t 2' FROM EDGE -34.1 l FL 114913.1 (2) SH 25 MI WINDOWS t DRS SGL IMPACT 3/16" TAPCONS W/ W4' MIN EMBED +213.9 -32.1 55.OPSF - 5S.OFSF a 10" O/C MAX. SPACNG t 2' FROM EDGE 8 FL 11499.1 (2) SW 26 MI WINDOWS t DRS SGL IMPACT 3/16" TAPCONS W! 1-114- MIN EMBED +29.9 55.OPSF - 55.OP s loll O/C MAX. SPADING t 2" FROM EDGE -32.1 9 FL 11499J 514 15 MI WINDOWS t DR SGL IMPAC 3/16" TAPOoNa W/ 1-1/4" MIN EMBED +33.4 i 55,OPSF - 55.OP SF * l0" O/C MAX. SPACING t 2" FROM EDGE -36.3 A FL 22401.3 9080 SGD MI WINDOWS t OR 56L IMPACT 3/Id" TAPCONS W/ 1-1/4' MIN EMBED +28.4 SS.OPSF - 55.OPS • 12" O/C MAX- SPACING -3L3 B FL-9114,10 R12 9100 OHO WAYNE DALTO N/A AT . JAMB BRA 3/8TITEN SGR EA W / -I/4" WASHER t 2=S/4" MIN. EMBED. KEi ♦28,4 -34,1 39.2 PSF - 43.1 PS 16010 E FL-9114.10 RI2 9100 OHD WAYNE DALTO N/A !2) 3/8 TITEN SOR AT EA. JAMB BRA W/ H/4" WA5HER t 2-4/4" MIN. EMBED. KET +29.9 -32.1 39.2 PSF - 43.1 PSF 6010 FL-1630,2 3090 PR W/ THERMA TRU N/A 1/4" TAPCONS W1 1-1/4" MIN. EMBED CORNER ® +29,9 50.CPSF - 50.CP Sf X 510PLITE 6" 4 14" O/G MAX. SPAGMG. -32,1 BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH 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 WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 K51 OR BETTER, AS FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-3" CONSTRUCTED OF 2x4 24O.G. 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONNT R ' L FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH , STUDS, WITH I!Z" GYPSUM DRYWALL EACH SIDE, ATTACH DRYWALL WITH I" LONG ., ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 601FY=60.000) ASTM A615-94. pUGLE 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 WITH "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 CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WORD 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" PENETR&ION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION, INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTIQAL WOOD IsRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE B. FILL PLACED WITHIN W-O' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6, CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL GENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, 1/16" GROWN METAL WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX.) AND ADD 2-05 BARS BOTTOM IF DROP EXCEEDS all. MTL. FRAMING: SELF TAPING SCREWS 012 x 1/2" WASHER HEAD STAPLES 54ALL NOT BE MINIMUM OF 98 MODIFIED PROCTOR ASTM D 1551. USED FOR SOFFITS OR CEILINGS 6, ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER 1, DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF DOWELS AS VERTICAL BARS ABOVE. IS. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF I@G REQUESTED BY THE BUILDING OFFICIAL, 1.1/2" LONG AND .120" DIAMETER U.N.O. S. REINFORCING STEEL SHALL BE LAPPED 48 BAR CIA, MIN. WHERE SPLICED AND SHALL BE 1. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM I61 TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2011 6TH EDITION S ASCE 1-10. S. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301,20U. S. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. STEEL 10. DAMAGE PROBABILITIES FROM WEATHERING 15 NEGLIGIBLE PER FBC TABLE R3OL2(I), I STRUCTURAL STEEL SHALL CONFORM TO THE AI5C "SPECIFICATION FOR THE DESIGN, ATTACHMENT METHOD ERXIG DESIGN RODUCT DESI PRODUCT MODEL • MANUF, TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.3 MI WINDOWS 1/4" TAPOONS W/ 1-1/4" MIN @1BED 31.1 PSF + 54.OPSF - 94.OPSF MULLIONS MAX, 104-I/4° HORIZ. t DOORS (4) FASTENERS PER 0.1P TPP t BTM. FL 15353.4 MAX. 83" VERT. (2) IOd RING SHANK NAIL-S -83,4 pef -1T2 psf. ROOFING NOA NO, 11-0822.15 EAGLE ROOFI G BEL-AIR CONCRETE TILE PRODUCTS MEMBRANE: POLYSTICK TU MAX SELF ADHERED I OR 1 ROOFING NOA NO, 11-0614-122 ORE UNDERLAYMENT -85 UNDERLAYM04T POLYGLASS IS 5A PLIES NAILS AND TIN CAPS 12" GRID, 6' O.C. AT A MIN. 4. N/A N/A PEEL t STICK INC. 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 ® EVERY HI RIB (4" O/C)W/ 1-3/4" EMBED• WA N/A PER NAIL. PROPOSED SINGLE FAMILY RESIDENCE BY: F la L7 j mw BISCAYNE GRANDE LOT 2056 MEADOWOOD COPYRIGHT 2013 TYPICAL "MI" WINDOWS N ' ry ■ � N . N SH 15 SH 25 SH 35 m m Imml M.O. 201/8" M.O. 38" M.O. 541/8" 2x, OR 5/4 BOARD Ix, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 3B" 10" 38" 5H 35 TYP. BAY WI 251)° SH H35 mM,O. 21 1/2"" FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 DOLTS - A 301-00 TUBULAR - A500-01a GRADE B (42 KSU 2, WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E10XX. LOAD SCHEDULE LOCATION LIVE DEAD PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 IS 0 48 ATTIC 20 10 0 30 WIND: ULITIMATE WIND SPEED . 160 m,P.He BUILDING RISK CATEGORY = It BUILDING DESIGN AS ENCLOSED EXPOSURE - C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 P.s.f. NOTETHIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER I6 OF THE FLORIDA BUILDING CODE AND ASCE 1-10, DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS 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 El \ \ i 2x P.T. WOOD BUCK SHOWN TRFP. M.O. 35 1/4" W M.O. 311/4" W M.O. 41 1/4" W M.O. 55 1/2" W M.O. 18 1/2" W X 98 1/2" H X 981/2" H X 98 1/2" H X Be 1/2" H X 98 3/4" H GE OF SLAB EDGE OF SLAB GE OF SLAB EDGE OF SLAB m m m m m m m m m m 1\'J EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DF6080 EXT DR W/ 14" SIDELRlKBO80 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAYBE 2x6, 5/4" BOARD OR Ix S. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES, DRAWING INDEX C-I COVER SHEET A -I FLOOR PLAN A-2 ELEVATIONS A-3 SECTIONS A-4 FOUNDATION PLAN A-5 STRUCTURAL PLAN A-& TRUSS PLAN , E-I ELECTRICAL PLAN M-1 MECHANICAL PLAN SYMBOLS LEGEND • DETAIL SCALE • DETAIL DWG SCALE • SECTION ow SCALE h • SECTION owG. SCALE ELECTRICAL NOTES Z W L CONTRACTOR SHALL VERIFY WITH ELECTRIG PROVIDER THE LOCATION OF SERVICE All SHALL LOCATED METER t PANELS AS REQUIRED. ... to a } f 2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. iJ F 0 Z 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE; ----)COPPER OF EQUAL AAPACITY. 0 OE CDQ 4, ALL BRANCH CIRCUITS IN RACEWAY OR NONMETALLIC SHEATHED CABLE U 3 3 Q BE;----) LU 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. J w "" w ZZQ LU 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER K K0 CL SPECIFICATIONS. W 1. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. - 0 F 8 1 & PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A!C EQUIP. AND AT N a D Z PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. w CL80 O RECOMMENDATIONS. , PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS )- 12,0 Y SHOWN ON PLANS, V) 10, ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS [L Z LU SELECTED BY BUILDER. J) ,{ II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. Zg 2 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES, 3 co G � 14, IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNT® 0 ¢ 0 U SPACES SHALL BE GFGI PROTECTED ACCORDING TO NEC 210-8(a). O o O m wC) IM ­ w m 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. a' 1E b V ,,J U w 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITO Z = AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHAL ram g r TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. 0 W ' Q r 11. PREWIRE FOR GARAGE DOOR OPENER SENSOR. Z� U Tii i„ w'z ' I8. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED 120-VOLT RED FOR ,� SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNIT U) > w u- IqwaO i*z 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. a EC. a 8 PLUMBING NOTES I. ALL PLUMBING FIXTURES &HALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, Reg W 2. ALL PLUMBING FIXTURES &HALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. Q O 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER IICI, •m go" 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM IQb" FROM ROOF JACK$. w Z N 2 O co HOC O W U S. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. Q W m 6. INSTALL CHASE PIPE FOR HVAC. WO ul Ci d MECHANICAL NOTES CD, a I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CnNFORM TO THE REQUIREPIENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FI ORIDA BUILDING CODE, GARAGE NOTES I. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 T14N(35 MM) THICK, 801-ID OR HONEYCOMBP6EREDOOR5 NOT LESS THAN" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 3. THE GARAGE SHALL BE SEPARATED FROM T14E RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAIA" (12.1 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 1 4 DWG, 2 INTERIOR ELEVATION 3 C" COLUMN LABEL O/FOOTING LABEL alI IIIlC POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. " INTERIOR ELEV, MASONRY CONSTRUCTION SCALE TYPICAL GROUT FILLED CELL SEE 0-• BEAM LABEL FOUNDATION PLAN - REVISION NON -BEARING FRAME CONSTRUCTION BEARING FRAME NORTH ARROW CONSTRUCTION -�` BREAK LINE BEAM HEIGHT CHANGE ELEV GRAPHIC SCALE j10'-0" FIN. FL SLAB FLOOR ELEVATION SCALE: 1/8'• Ib" ` T �1 0 m � W W W CV p L a � W M2 E2 J LU 0 I J m a W N # Z J L W W LL d L w � U N Z J m WI N F Z +o ¢ m ❑ IL ,�/ ZO o ❑ Z a 0 aCD �•�mm CL 02�=a) 0 N N2 O= C ?� O U p0 �2V1 CO U)U(' .O-C C= C tA� E0 0 w"0.0 0 O `LE O(9 f/JT ) - 0 !� (J 20 ) a C ..Eas�Q,NoO Q2 cL 0.... N N 4= di C6 " D � � I- a) Cc&.Fn 0)= CL Cn C/) O 0 0 0 C N"o Z 0.00-0 0-0 0 r. In■I�_/n■/_in■i u E BID a0 O V. U E 04 O O 04 O =tis 0 0 Uj 0 0 o CU (D LL �V/J VJ LU Q Z QU 0 z 0 U Cn co 0 SCALu 10 U BY St. Lucie Coun I- 0 Q W J 1/4" = 1'-0" U.N.O. COVER SHEET C-1 IIMW=2056 ,� icr ll i F TOP OF KNEEWALL @ 42" BTM OF HDR @ 96" PROJECT LOG ISSUED FOR PRECON 11/071 ISSUED FOR PERMIT 121041 AREA SCHEDULE NAME AREA Conditioned Space 1954 sq ft. Garage 535 sq ft. Entry 51 sq ft. Porch 180 sq ft. Total 2720 sq ft. R-30 INSULATION ABOVE AIR CONDITIONED ATTIC SPACE IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TYPI( @ 16' FINISHES SOAP NICHE EXTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT GRILLE PRODUCT CODE 1 4'-57/8" 5'-3" No SH 35 (EGRESS) 2 6'-0" 2'-0" No 6020 FG (TEMP) OBSCURE 3 6'-0" 6'- 3/4" No 8X8 GLASS BLOCK 4 4'-57/s" 5'-3" No SH 35 5 6'-3" 5'-3" No (2) SH 25 (EGRESS) 6 4'-57/s" 5'-3" No SH 35 7 6'-3" 5'-3" No (2) SH 25 8 6'-3" 6'-0" Yes (2) SH 26 9 1'-77/s" 5'-3" No SH 15 A 9'-11/4" 8'-1" No 9080 SGD B 16'-0" 7'-0" No 16070 OHD C 5'-4" 10'-9" No ARCH SPRING - 10'- 10'-9" D 4'-8" 10'-9" No ARCH SPRING - 10'- 10'-9" E 6'-0" 7'-0" No 6070 OHD X 4'-93/s" 8'-23/4" Yes 3080 EXT. DR. W IMPACT SOLT. MAIN EGRESS -MODIFIED 7� AC CONC. PAD DETAIL N.T.S. 3/4" THK TEMP FRAMELESS GL W/ CLIPS 1/2" WALL CAP- MTL FRAMIN* KNEEWALL W/ DF FINISH THIS SIDE TOP OF KNEEWALL W/ PT 2X TOP PLATE t 1/2" PLYWD t 1/2" NON ASSES FIBER CEMENT BACKER KNEEWALL W/ NON ABBE; FIBER CEMENT BACKER ON SHOWER/TI1B SIDE ROMAN SHWR F'T 2X SILL LATE-� L L ` \LL" LLLLLL TYR KNEE WALL SECTION 1/2" = 1'-0' FINISHED 2x WD EACH FOR M 2x M7 TYP- FINISHED TYP. MEDICINE CABINET LLI m 0 a a a 0 xt w J a ^� m� x W w W m a Ld Z Q u U D u m W m D Z e 0 m ❑ a O a Z J Q z; o O Z a O 4-- en M0 �N C �" O aN -aoZ��a� m= o °~ E 3:00a a)20 0->(D�5��o o(1i m o a C) � O cLE 076 to A U C N U= i p y.3'a'' 0 CL- 0i=O'@(3)(n 0 0 (1)C'CCL- m � C U) oo�—C CUC 2,8 �oE-C6Ma)(n(3) 6jc6v-a) mOCaa))C9 Z 0vUmm o-000 I�i■i�l 0 f�l Q. p O O r V 0[j, U ~ E N O t O N O OO v ICI w O Of U 0 LL LLj } Za z QU O U U (� O ILLI m 04 O U � � J O w U) 1/4" = 1'-0" U.N.O. FLOOR PLAN A-1 W=2056 4 TOP OF KNEEWALL @ 42" SOAP BTM OF HDR @ 96" A 2 5 i PROJECT LOG ISSUED FOR PRECON 11/07/18 ISSUED FOR PERMIT 12/04/18 1 BLDG COMMENTS 01/17/19 AREA SCHEDULE NAME AREA Conditioned Space 1954 sq ft. Garage 535 sq ft. Entry 51 sq ft. Porch 180 sq ft. Total 2720 sq ft. TOTAL AIR VOLUME CUBIC FT. = 18,172.2 IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS INTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT PRODUCT CODE E 2'-10" 8'-1" 2880 F 1'-8" 8'-1" 1680 G 2'-10" 8'-1" 2880 H 2'-8" 814" 2680 1 2'-10" 8'-1" 2880 J 2'.3" 8'.1" 2480 K 2'-10" 8'-1" 2880 L 3'-6" 8'-8" ARCH SPRING - 8'-8'.8" M 5'-0" 8'-0" 2680 PKT N 2'-8" 8'-1" 2680 0 2'-10" 8'-1" 2880 P 2'-8" 8'-1" 2680 Q 3'-8" 9'-4" ARCH SPRING - 8'- 8'-8" R 2'-10" 8'-1" 2880 T 2'-10" 8'-1" 2880 U 7'-0" 8'-0" ARCH SPRING - 8'-8"- 9'-4" V 3'-6" 8'-0" ARCH SPRING - 8'- 8"-8" W 2'-6" 12480 EXTERIOR OPEP OPENING ID R.O. WIDTH R.O. HEIGHT GRIL 1 4'-57/s" 5'-3" Nc 2 6'-0" 2'-0" Nc 3 6'-0" 6'- 3/4" Nc 4 4'-57/s" 5'-3" Nc 5 6'-3" 5%3" Nc 6 4'-57/8" 5'.3" N< 7 6'-3" 5'-3" Nc 8 6'-3" 6'.0" Ye 9 1%77/8" 5'-3" Nc A 9'-11/4" 8'-1" Nc B 16'-0" 7'.0" Nc C 5'.4" 10'-9" Nc D 4'.8" 10'-9" Nc E 6'-0" 7'-0" Nc X 4'-9% 8'-23/4" Ye AC CONC. PAD DETAIL 3/4" THK TEMP' FRAMELESS GL W/ CLIPS 1/2" WALL CAP- MTL FRAMIN6— KNEEWALL W/ D% FINISH THIS SIDE PT 2X SILL N.T.S. TOP OF KNEEWALL W/ PT 2X TOP PLATE t 1/2' PLYWD < 1/2" NON A86EST 8 FIBER CEMENT BACKER WARD KNEEWALL W/ NON A8eE8. 08 FIBER CEMENT BACKER IBOARO ON SHOWER/TI15 81D£ 6 TILE FINISH _ FIN1814SO 2x WD EACH FOR M 2x MT TYP. a U 0 ROMAN 814WR m L L L L , LLLLLL TYP. KNEE WALL SECTION 1/2" = 1'-0" ITIONED ATTIC SPACE TYPIc @ 16' FINISHEC SOAP NICHE ■ JAN 2 2 2019 Permitting Departm�Fll- nt St. Lucie County, TYP, MEDICINE CABINET LL.I M LLI J WW a LL x LL a Z 3 3 ui z 0 � 0 0 o J ¢ Z a g a 0 :Dm �•�mca • -aw�a a�-�yraf90 a Q) Iwo ro= 0 0~ EO �30EOc2 C: 0o f m Z viOy�(� E2o2. aE U" U C O,y U::•-C +•. O 0 U O O- C Caway"0 O N 2= y N aZ as -0gym �p1OONaMC di( oc (Dc= b CL y � Wz: Quo Z 8.0 -0 o -0 ���� c FUM �- tu L E IC CL 0 0 r ci r � ti N 0 —% 0 ti = 0 0`.c� W Z �U O W Cn I- Z J Q U °� z O U � W coN 0 J O W 1/4" = V-0" U.N.O. FLOOR PLAN A-1 MWw2056 PROJECT LOG ISSUED FOR PRECON 11/07) ISSUED FOR PERMIT 12/04) ENG. AND APPROVED WOOD TRUSSES TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS \ SEE PLAN CONT 2x4 VERT, ® 2'-0" O/C NAIL TO TRUSS W/ (3) 16d NAILS 19/32 EXT. PLYWD. SHEATHING NAIL PER DIAPHARCM SCHIEiC I II -------_--L'-- CONT 2x4 HORIZ. NAIL TO VERT. W/ (3) Wd NAILS, CONT. MASONRY BOND BEAM YIE 1X4 BLOCKS ALONG ARCH CONT. POUR STOP NAIL TO PLYWD. EACH END 8" CMU WALL W/(3) 10d x 1-1/2" COIL NAILS SECTION VIEW A TYP ROOF BRG A3 CONNECTION DETAIL Ira^I- I.AeT BE 4TTArH-D -O /ERICA_ TR_SS MEv ER -_P, ASTA__t,-!DN JU- TO -BUSS PTU AN;;I 'E EV" \LLrl WOOE FCO= RUSS :a =4" -jC SIVPSON MST 10- .- - NAS IA10 FUSS TE DLAV CR ,• :;�5' ANCH R INI(1 HF1yM W. 5` VIN. -M=FO. SET IN E�'OX" M/X_ PI I- A3 CONNECTION DETAIL #5 REBAR AT TOP MIN. (1) RECM CLL-`M F = FILLED WITH GROUT U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16 1 B/1T #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) L NOMINAL 0=0 HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL 8" NOMINAL HEIGHT `T TYP. @ WALLS BUB 8F16-0B/1T 8F16-lB/1T 8F24-OB/lT 8F24-1011T SF30-1B/1T TYPICAL LINTEL DETAIL TYPICAL INSTALLATION WINDOWASSEMBLY MARBLE SILL 11T DRYWALL 'CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703A u FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO CAULK MEET. AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS CAULK SEAM AT d WINDOW INSTALLATION ,A 4 MORTAR OR 4 _ GROUT' " �` -- . — '— o D o D o P _ D o O° .4Qm .44'0 .�4'0 . 1 1 1 SET SILL IN FULL n n n n- n f MORTAR BED AND HEAD JOINT I STUCCO OR DECORATIVE 4, 44,p d4,p a4,o j�CEMENTITIOUS I COATING ae RR TO Oe d IV 1 P� MASONRY WALLA. 4 'p I 8" C.M.U. 3/4' FUI o D nD oD oI NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CI MAY OCCUR BASED ON TRUSS DESIGN AND FIELD 211 1211 TYP. TYP. TYP. RIDGE CAP 4 ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON HIO CLII ON I SIDE OF TRUSS STAGG. 4 ATTACHED 2x6 CATS 9 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED RI TRUSSES SEE FRAMII PLAN FIELD FRAMED RIDGE DETAIL CONIC. OR MASONRY 2x P.T. BUCK SET IN SEALANT,FASTEN W/ 1/4" DIA. x 3-1/4' TAPCONS 3" FROM E.1 *DOOR AND 12" O.C. MAX. o ILL DOOR TRIM DOOR FRAME, FASTEN TO BUCK W/ (2) #6 GALV. X 2" SCREWS @ 2'-0' O.C. TRIM PERIMETER SEALANT CEMENTITIOUS FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SE' IN BED OF CAULK & FASTENED TO SILL WI #8 x 1 1/2" SCREWS @ 18" O.C. PERIMETER CAULKING FLOOR COVERING NAIL SILL P.T. PLATE THROUGH I TO TRUSS W/3-II NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 P 5ROOF SHEATHING Floco o STUDS 9 24" O/C W/ IOd NAILS o 4" O/G IN �CONC. 5/8" EXT, SHEATHING 2x4 SP BLOCKING FLOOR SLAB TOE NAIL TRUSS PERIMETER CAULKING TO CAP W/3-Ibd PRE-ENG, WOOD TRUSSES AILS SEE TYP. WALL SECTIONS ACTUAL HEEL AND JOVERHANG CONDITIONS SILL DETAIL (DOOR) N - (l) LISP RT22T STRAP. FASTEN TO DSL. TOP PL- (l-IOd) NAILS EA. SIDE STRAP DEL. TOP PLATE T 2X STUDS W/ LISP "5PTH6" / SHIM USTRAP OVER TOP PLATE �( AND DOWN EACH 510E W/ (6) 10d NAILS (TYPICAL) fi 2x6 STUDS ® 16" O/C USP META 21 STRAP EA, S NAIL W/(S) IOD NAILS AND TIE/SOND BEAM W/ W/(3) 1/4"X2-1/4" TAPCONS DISCONTINUOUS P.T. 2X6 EASE PLATE, SECURE TO BEAM W/(2J I/4"X3-1/2" TAPGONS TIE SEAM OR BOND SEA SEE TYPICAL TRUSS CONNECTION DETAIL FOR TRUSSES BEYOND A3 CONNECTION DETAIL ALLOWABLE LOAD 1061 +/7RU55 UPLIFT j WASHER DR ER 28-112" PACE DRYER VENT I ALUMINUM FRAME, FASTEN TO BUCK W/ 3/16" x 2 1/2" TAPCON SCREWS @ 12" O.C. PERIMETER SEALANT •�CEMENTITIOUS FINISH +—CONC. OR MASONRY —1x4 P.T. BUCK SET IN SEALANT AND NAILED W/ 1 1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX. DRYWALL BOARD JAMB DETAIL (WINDOW) CONC. OR MSRY. COLUMN WEATHER STRIPPING BY DOOR MFR. GARAGE DOOR GALV. STL. VERT. TRACK BY MFR. FASTENED TO TRACK BRACKETS WI 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'Sd 1/4" LAG SCREWS 2x8 P.T. ATTACHED TO ETHOD OF COLUMN W/ 5/8" WEDGE AENT SHALL ANCHORS @ 2'-0- O.C. VER WHEN SUBMITTED (6" MAX. FROM ENDS) AND 'LETS INSTRUCTION 2" FROM INSIDE EDGE OF2 B DETAIL (GARAGE DOOF ix4 P.T, BUCK SET IN CEMENTITIOUS FINISH SEALANT AND NAILED W/ 1 1/2" CASE PERIMETER CAULKING HARDENED COIL NAILS CONC. OR MASONRY @ 12" O.C. MAX. 1x4 P.T. BUCK SET IN CONC. OR MASONRY SEALANT AND NAILED W/ 1 1/2" CASE Oo HARDENED COIL NAILS ' o 0.- ° aC 'Q - @ 12" O.C. MAX. DRYWALL BOARD In DRYWALL BOARD CAULKING CAULKING ALUMINUM FRAME, DOOR FRAME, FASTEN TO BUCK W/ FASTEN TO BUCK W/ 3/16" x 2 1/2" TAPCON (2) #6 GALV. X 2" SCREWS @ 12" O.C. SCREWS @ 2'-0' O.C. PERIMETER SEALANT CEMENTITIOUS FINISH HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) ALUMINUM FRAME SECURE FRAME TO SIL WITH SILICONE CAULKING ,o. . ob. .floo 0 o'O Qo PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL (WINDOW) DIAPHRAGM SCHEDULE(FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIE EDGE INTER. EDGE INTER. EDGE INTER. LOCATIONPANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- Bd RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24"O/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40/20 19/32" MAX. 6" O/C 6" O/C 5" O/C 6" O/C 6" O/C 4" O/C 4" O/C SHOWN ON PLAN D. O APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS EXT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SHANK AT 4" O/C MAX. TYPICAL WALL SPAN RATING 40/20 19/32 MAX. 4" O/C 4" O/C 6" OIC BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- Bd RING- INT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32/16 15132 MAX. 6" O/C 6" 01C 12" O/C EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INCH 4. 0.280INCH FULL ROUNDHEAD DIAMETER S. 21NCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLI PARALLEL LOAD (F2.PERPEND. LOAD MARK LISP CONNECTOiR I TRUSS TIE -SEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) IOd x I-I/2° - S50 + 19130 + 335 + 6700 245 + 4-30 + TC-2 TAI4 N IOd x 1-1/2" - 1205 • 24410 + 335 + 6,100 245 + 490 + TC-3 HTWM16 (&I IOd x 1-1/2" (4) 1/4" x 1-3/4" WAS. 1225 + '= 1225 + - 1225 + - TC-4 HTAI6 (9) [Oct x 1-1/2' - IBIO + 24300 110 + 1311 2-10 + 1215 + TC-5 HTW20 (20) IOd x 1-112" (24) IOd x 1-I/2" 15300 - - - - 'D DRYER VENT LOCATION I/ ALLOWABLE LOADS ARE BASED ON U5P CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED SY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. IFRONT VIEW CEMENTITIOUS MTERIAL- ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MFR. (MAX. W-0" O.C.) PRECAST SILL DETAIL 9'-4"T.O.B.B CONCRETE WATER PROOFING APPLICATION NO -_ Not !a.. LIN- DOOR FRAME, FASTEN TO SILL W/ #6 x 2" SCREWS @ 2'-0' O.C. 9001:11• olvA4 11Z[E GROUTBED CONCRETE SLAB SILL DETAIL (S.G.D.) FLAT CONCRETE TILE- 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWOOD SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES — @ 24" O.C. TYPICAL W/ APPROVED ANCHORS AT EACH END SEE PLAN/ ELEV. GALV. METAL DRI ON 1x2 P.T. 2x8 PAINTED SPRUCE FASCI CEMENTITIOUS FINISH ON METAL 21a LATH ATTACHED TO LEDGER & TYP 2x4 P.T. BLOCKING W/ 3" CONTINUOUS VENTS ALL SIDES. (TRUSS MFR. TO PROVIDE FLAT SOFFIT) CEMENTITIOUS FINIS! I OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED + 2,120 (50.FT.) x 144 - 39I,680 SO IN. / SO - 2/all SO, IN, REQUIRED NET VENT AREA / 15 SO IN, PER LINEAR FT. (I15 LF) VENT - 2b25 SO. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS 0-0" FIN. FL. SLAB 12 6 R-30 INSULATION P�zw PER ENERGY CALL. RAT RUNS PER TRUSS MFR.8" DRYWALL OR 1/2" "TOUGHROCK" R APPROVED EQUAL) APPLIED O UNDERSIDE OF PRE-ENG. OOD TRUSSES RE STOP u ONT. 8"x16"MASONRY BOND BEAM I 1 #5 CONT. TOP & BOTTOM, LLW/CONCRETE ONT. METAL POUR STOP " DRYWALL 2 P.T. FURRING @ 24" O/C cill 4�ri��ll �.EE MEN TYPICAL WALL SECTION SCALE 3/4" = V-0" a! EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL. DIMENSION OF BUILDING AND AT LEAST 3 FT, O 0 O NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZON NAILING REQUIREMENTS. ROOF ZONE DIAGRAM CEMENTITIOUS MTERIAL ATTACHED PRE-ENGINEERED WOOD TRUSSES TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES @ 24" O.C. TYPICAL RAT RUNS PER TRUSS MFR. (MAX. 8'-0" Q.C.) <V FOYER OP LIVING ROOM I_ I_II I_II 1, 11! • - - • II_I II_I I, low _ SECTION A -A - CLASSIC _9'-4" T.O.B.B _ 8'-4_T.O.B Lj m T a m W 0 J J a D J Z Z W 0 �i m LLIll ILL u U m m LUD m m Z M In H INm x m ❑ (L z Q o 0 ❑ Z a O 1a 2!4_ -o -0 C (p a) D) +- •- ID (0 C ND � -0 a)� p _0-U)d)-omO 4) q) = ao o0. SUESoN GT O O ~ D 3':OEocS d) (D 2: O 05(D 0 0= � oCO En (D � .Qtn� EEN 2.2-DO O cLEUt (co>, U-,� a) N L)=' C O O .'_ a .,... 0) >' ' D m U ca aG . E 30�00 a)cn E �� �-C: CL- �cma), (oaa�caC W (n-C O C a)C� Q) 03 CL.L-E .— - -O 0-i tn" U)'— Z °-00.0 woeo� o �n.I��/n.�Un.� O u E CL ® O 0 G r V 0 EoNE O OC ^t o04 ti o 0 0 w < O U V LL `^ v! Z Z J Q U 0O O U O v m N O U 0 J O U) 1/4" = V-0" U.N.O. SECTIONS A-3 W=2056 PROJECT LOG ISSUED FOR PRECON 11/0711B ISSUED FOR PERMIT 12/04/18 45-0" 811 MATCHING DOWELS FOR 8. MATCHING DOWELS FOR 'Ire III, COLUMNS 48 BAR DIA. COLUMNS 48 BAR DIA. i e � CONIC. MIN. W/ STD. HOOKS m MIN. W/STD. HOOKS COLUMN FIBERMESH OR Z e FIBERMESH OR MATCHING DOWELS WELDED WIRE MESH O ¢ q `e 48 BAR DIA. MIN, U Ja WELDED WIRE MESH GRADE W/ STD. HOOKS TRANSVERSE REBAR Z W ;EQ. WHERE OCCURS 00 mSEE FOOTING SCHED. TRANSVERSE REBAR WHERE OCCURS a 6 SEE FOOT NG SCHED. FIBERMESHOR W.W.M.W ,..0 - ----- ---- n.acn d-?�--e� -ngPADREBAR --- EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS 1-A CONT. CHED. REMAIN. SPACE OTHERS SCHED. SCHED. 3' MIN. COVER 10, EQUALLY OEXT. CONT. MONOLITHIC O EXT. CONT. MONOLITHIC OTHICKENED EDGE STEPI ISOLATED PAD FOOTING SCHEDULE MARK SIZE (WxD) REINFORCING DESCRIPTION DETAIL NO. TOP OF FOOTING ELEV. F-1 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC 1 0'-0" A.F.F. F-2 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC @ RECESS 2 0'-0" A.F.F. F-3 T-O" x T-O" x 12" H W/ 4 #5 EA. WAY, BOT. ISOLATED PAD 4 44" A.F.F. TE-1 10" x DROP x CONT. W/ 1 #5 CONT. THICKENED EDGE @ DROP 3 Y-O" A.F.F. COLUMN SCHEDULE MARK SIZE -TYPE DESCRIPTION C-1 8" x 8" BLOCK CONC. BLOCK W/ 1 FULLY GROUTED CELL W/ (1)#5 VERT. EA. CELL @ 8'-0" O.C. MAX. OR AS LOCATED ON PLANS C-2 8" x 16" BLOCK CONC. BLOCK W/ 2 FULLY GROUTED CELLS W/ (1)#5 VERT. C-3 8" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (2) #5 VERT. CA IRREGULAR BLOCK 450 MITERED CONC. BLOCK W/ (2)#5 VERT. IN FULLY GROUTED CELLS C-5 12" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (4) #5 VERT. } I Wm o LL v m a � Yk Ill W J W J W Z W 2i m J W O J .- LL m Ori W F m 7 Z e N m - 0 - O ❑ z J Q a N o 0 ❑ Z a O 0 a0) p•@mm o�cno. �p0 E" 0 ncn 6 0.— m= N 0 0� 0 0 �� O UCc tNO a ! C N� E a)0.2-00 0 C-E 076 enA O N U @ 0 U C N @ fl.N L 0 O NNE NNO.L.---. �cm N0@N E I fd Nm W ui-COcOc -O 0.� t" oy._ Z 0-00.0 o0-0 2 46 O E FX CL ao O r v ® 'C V N ~ N O E _ O N O O O .. W 0 0 O U (/) z ZJ av ° o U m N O U r 0 J O-Ji W � 1/4" = 114' U.N.O. FOUNDATION PLAN s ',MW-2056 "LOTTS" LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 532 788 247 8F34/1B1T 2 T-6" 10000 773 7428 253 8F16/1B1T 3 5-10" 3589 266 2183 181 8F14/1B1T 4 7'-6" 2882 245 1548 162 8F16/1B1T 5 T-6" 2882 1470 1548 505 8F16/1B1T 6 5'-4" 5809 307 3057 184 8F16/1B1T 7 5'-4" 5809 0 3057 0 8F16/1B1T 8 10'-6" 1664 0 830 0 8F16/1B1T 9 17'-4" 856 765 374 200 8F16/1B1T 10 7'-6" 2882 282 1548 128 8F16/1B1T 11 T-6" 2882 1105 1548 397 8F16/1B1T 12 5'-4" 5809 1095 3057 502 8F16/1BiT 13 7'-6" 7857 1105 3323 397 8F34/1B1T 14 7'-6" 2882 575 154 232 8F16/lB1T 1 T .a. 188# MAX. UPLIFT TC-1 C~9 ILo n n r ti Ili C7 J_ e HF • • 1 X J3 $ X Q o J3T • Ai Al w F A15 2664# MAX. 9'-4" SEE DET. 3/A3 2050# MAX. GLCs. (2) TC 2 91-¢u GLCx. 1 11 'GLcz- 833# MAX. TC-1 769# MAX. TC-1 766# MAX. TC-1 861# MAX. TC-1 220# MAX. UPLIFT TC-1 Ag L • • 086# MAX. UPLIFT TC-1 10'-8" . . . . . GLCs> A • • A A2 Al ui u LL J IL � A l01-811. 91_�II GLCs. A GLCi. GLCs: GLCx. A A A11 1088# MAX. UPLIFT 3 1864# MAX. UPLIFT TC-2 (2) TC-1 L 0 0 m U • J16 b B2 �= LL IL n- J3 a � J16 � • 6T#M J16 w I� a B F= KNLL WALL B Y B LILD=R • w w N 49# MAX. D 1 A 131_41 MA GLGY. LL T �� D2 188# MAX. C� TC-1 Gq 1 J1C J1TC-1 MAX. TC-1 160# FG2 932# MAX. 3 C2 TC-1 r -------------------- ------------- -- 'L C2 1q ' 660# MAX. TC-1 T4C8# MAX.2° CL (.j C2�- 160# MAX, 135# MAX. HTW20 TC-1 I I I I 1 I n C2 � 1 I 1 I I I C ' I I 1 i 159# MAX. UPLIFT E.E. I I ' C-2 • 1 1 1 I J5 a I J J I J3 1 Lei loll 1 J y1 .�G 188# MAX UPLIFT Gq li�T Q. TC-1 PROJECT LOG ISSUED FOR PRECON 11/07/18 ISSUED FOR PERMIT 12/04/18 W � 0 a 0 1 � �c J z W uj W a W W Ir U J N W y a H � m J O Z � t° a L ON PHOTO CELL ELECTRICAL LEGEND ELECTRICAL SYMBOL pre -wire ceiling fan can light fluorescent light 1 x 4 fluorescent light 2 x 2 pendant pre -wire o exterior light 10 electrical meter 8 electrical panel r USB connection bell [) cable tv outlet g ceiling receptacle WP duplex Q1W ceiling receptacle duplex pushbutton [� thermostat fan pre -wire light outlet outlet 220v outlet gfi (ben outlet wp P smoke detector split receptacle switch switch 3 way a telephone V vanity bar light o 0 0 NOTE: GARAGE PUSH BUTTON LOCATED @ 60" ABV GARAGE FLOOR 72" MAX. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC91206 KIDDE SMOKE-21007581 C/O 21006377-N NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING 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. NOTE• - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA PROJECT LOG ��EXXYn�as�>:aa �aKr1r���nvi�ra I I ISSUED FOR PERMIT 1 19/04/101 W M ^• LL 0 m v m y o N LL1 a � J J w D ZJ Z Z W a r °p J W Ld m x u m W N F m Z z � e � r- 0 m 0 a ❑ J � Z Q o 0 ❑ Z a 0 a = (3) a � (1) co -o � a n=En 00 tME 1 0"0an "-oo;��oa) cam0ol-0 330E0c2 a) 02 0 0-0i0En�(=� Qc cc 0-6 E�OZ a)�.8ao a U " O 0 N a U +-' m y +_1= U��m Qrn0 a) to >0�a"(D U)—C 0a). rcaa .. LLIgi=Oca)C: H a)Ma.Ls M40 Z-oa'0"0- 0-000-00 0.00 0 th r. Fo f+ 0 I�L I Q• Q O o 00�� E �N O O CV O `► 0 O W 0 C) V LL } Z J Z Q U O , � w m N r O 0 j J O W F- _ J (n 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 MW=2056 PROJECT LOG ISSUED FOR PRECON 11/0711 I I ISSUED FOR PERMIT 1 12/04/181 CU-1 3.5-TON NOTE: ALL RETURNS SHALL HAVE DIRECT DUCTING TO RETURN AIR PLENUM BOX. DO NOT SCALE PLANS GHO HOMES MWw"2056 W 0 CL u� # �yj W J J W < W lJi. Ld U J m x LL n Or W H z Z a m O o a z � J Q a o O z a O 0 a) � 01 N cu a3 �a a��o 9 = N 0) a) O a) Nw O aw +..0 OE; an) Ym=o6FE 0 330E.c= a) 0 2 0 �'>CO�vm0 ac�0ccn0 E�00v.--oo o0-E0mm>, 0 a) >1 L) N U a) au)C0 a) a) Nma >cca -a) corn0�ma)�0a) cn Wvi'Cocmc9 I— a) a) O_.)t tM4 '00.1 Fn, N._ Z 0-000-0o 0.00 0 th O mob+ io E QQ O r V O d N O t N ~ _ t O0�� ICI W 0 o C.)o LL z Z Q QU 0 CU co 0 OLo U m N O 0 U J O W J 2 U) 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 MW=2056 9628 KNOLLWOOD LN J J3 J5 Al FA A� A' A; A' A: r_3 A, A! A( Al Al; Al' I_i B; B: Bi BN. B5/ B( C' C' Cs C: c: C£ CZ Cr jr J' J1 �A O 15'-4" r co LO P- r r` 45' 0" 12'-8" 14'-2" r LO CO .- 1 0 i N 9'-4" CLG. 9,-4„ CLG. CLG.zz 0 T 10'-8". L CLG. 15'-2° 15'-7° 18'-64„ . . . 10'-104„ . . . . . . . . . . . . . . . . . . . . . . . . I 9'-4" CLG. 10'-8° . CLG, 10'-8n. CLG. 9,_4„ CLG. I . . . , — C1,111 N N (� A 0 h 2' Ib r 2' 0 ti 2' L iv A 26'-4" J16 J16 N _ A A J16 Fr o KNEE WALL BY BUILDER ,, O ;D;l N I CLG. LL D2 _ I; II J1C FX l �5 FG2 T r _ 9'-4" CLG. N JS J3 Jl CV) i 22' 4" 2' 4" 1' 8" 5' 4" 2' 0" 45' 0" J1 J3 J5 0 r It J5 J3 Jl 00 V 1-\ ;t 0 0CEIVgF. l� _i-'t 76051 ��/1111i1AVAA� ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4,> 13'-4" KNEE WALL a -� F& G�0 PY APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG 1 2'-0" I 6I e e 8„ BR0. TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END L)E FAIL M I MAI N CITE Trusses shown on this layout are a component part of the buildir and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer . Lateral bracing shown on the indivfdu truss drawings must be placed during the erection procedur BE USLU HANGERS TO (Simpson) or (Usp) (D HUS26 QA HUS26 (C) HGUS26-2 ©THDI126 --- 2 (D HGUS28-2 @D TI-IDI128- 2 �H HHUS46 (B THD4 © LUS24 ©JUS211 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—Bi Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTFD 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 --- _....._.__._..--- AIL spacing is 24" O.C., except as noted. All walls shown are bearing, 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 DIIS OFFICE. 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 RESPONSIBIUTY OF TRUSS DESIGNER. PLATE MANUrACTURER, NON TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUIIOTED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMPiONG DURING ERECTION; AND PERnnllRrr BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCSI-BI Su,mv,ry She"t COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPi). TRUSSES ARE To BE ERECTED AND FASTENED IN A STMC447 AND PLUMB POSIDON WHERE NO SHEATHING IS APPUFD DIRECTLY To THE. TOP olormS; DIE.Y SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION 10 PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E"ITRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALI. REACTIONS GREATER THAN 5000 POUNDS, OR ShF.WfD, NO �N HANGER IS SUPPLIED, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, MH1RS(Envelope)/ASCE 7-10(Low Ris=) _— Exposure Category : C Bldg Category : 2 Hind Deign Velocity :1M MPH Imp. rooter: too W'md Load Duration Factor : 1.60 Henn Dnof Ileighl :) 6_ @im 4 Bleddy Shucl Eng 176051 2590 N. Kings M,ghway Fat Pierce, FL 34951 (772) 464-4160 ars,axre K: C1H0 MO-NTES ty Biscayne Grande o 1/4"=1'-0" 11 /16/18 77c- kalne-Tande-0