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HomeMy WebLinkAboutBUILDING SITE PLANS- qsv -�,.-w Contractor Copy JAN 16 2019 ALL WALLS SHOWN ON THIS LAYOUT Af�E TO BE LOAD BEARING ^,-4„ 10,-8„ TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TYPICAL TRUSS END f_i -- I AIL_ HANGERS TO BE U51 I_) (Simpson) or (Usp) O HUS2 HUS26 © HGUS26-2 © THDH26 2 HGUS28-2 OD THDI-12t3 0I-1HUS46 H THD4(� (D 1_US24 (D JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDINOIIS, AND TRUSSES. TRUSSES WILL BE MADE III STRICT ACCORDANCE WITH THIS PLACEMFNJ ('I_AN. 3) RECEIPT AND USE OF "BCSI—BI Summary Sheet COMMENTARY and RECOMMENDATIONS for IIA(dDLIIJG, INSTALLING & BRACING METAL PLATE COPRF(JF D WOOD TRUSSES" (TPQ. 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICPI_I_Y AUTHORIZED IN WRITING BY TRUSS PLANT MNGMf. SIGNED Tl THE DATE All spacing is 24" O.C., except as nntQd. All walls shown are bearing, except as nof,d. All valleys calculated with sheathing un&r. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES W/o AUTHORIZATION FP0kI 11119 OfFICE. Labeling trusses is a service, not a requirement Engineered drawings supercede labeling of trusses. It is the re^l:x,n-ihility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MAINFACIUREP, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO ;;EW,, PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCSI=B1 Summmy 11) oM COMMENTARY aid RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTFD WOOD TRUSSES- (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A SMAJOIT AND PLUMB POSITION WHERE NO SHEATHING IS APPUED DIRECTLY TO 111E TIV nl(911nrF.Y SHALL BE BRACED AS SPECIFIED ON 711E TRUSS DESIGN. TRUSSES SHALL BE HANDLED VAIN REASONABLE CARE DURING ERECTION 7tt rPF',TNr DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS (n(fur offs. E-1 TRUSS COMPANY WILL SUPPLY ALL 'TRUSS TO TRUSS HARDWARE ;?4�GENsF'•*�- 4%�� O CONNEC11ONS FOR REACTIONS UNDER 5000 POUNDi. rOR AI_I. No 7605 * : REACTIONS GREATER THAN 5000 POUNDS, OR SI;FINFU, NO ? HANGER IS SUPPLIED. *1��* CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. TE 17 0 2 MWTRS(Envelope)/ASCE 7-10(Low Rise 'i�d••• TAT 1 �`�j•,��Zl/` Exposure Category : C Bldg Category : 2 Wind Desiq 1 V I —ily : 169- HPFI �,�T�•ti E Q\� \ • �(7 ��� Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Poof 11^i9llt :_16'.,._ Wm M IAecWy SbucF Eng i76051 2590 N. Khgs Highway Fat Piav�I, 34551 (772) 464_1160 _ V s N O TE Trusses shown on this layout are o component part of the building and show truss location. Proper erection, temporary and oemmonent bracing design are the responsibility of the building designer orhis engineer r .Lateral bracing shown on the Individual �C truss drawings —mE1st be placed during the erection procedure. InDI kin . Count 4"=1'-0" VI ei1UUll IC I.,IQSSIC a 0 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 WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY, 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 FiY'K43111f, S illmk � ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BILK, BLOCK BLW. BELOW BRG. BEARING BTM. BOTTOM CLG. CEILING CMU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSMT. CASEMENT DBL DOUBLE DIA. DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DIN DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE PROJECT LOG COPY ISSUED FOR START 10.30.18 FILE / 'o PY ISSUED FOR START 11-14-18 MASONRY NOTES ,PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI R NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) y1. PROVIDE 1X2 P.T. FlRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/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 THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SHALL LOCATED METER & PANELS AS REQUIRED. 2. ALL WTHINBE TEMPERED. L TO A DOORSOFLLTUBS 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/ 30DO PSI PEA ALL WINDOWSNOR CLASS2ENCLOSURESANDAAT OR WITHIN 36 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 SIDELIDITS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3.. WHERE 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 AAPACITY. 4. REINFORCING: ACCORDINGLY. EGRESS WINDOWS 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'OR WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF SJ S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5, COORDINATE RACEWAY INSTALLATIONS WITH 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. B. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 8. 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 IS IN AN ' 4: IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4, TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF SPECIFICATIONS. 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 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 B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 8. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED JUMPERS OR THERE IS ANY CONFLICT R ADDITIONAL STRUCTURE NEEDED THE TRUSS COMPANY SHALL RECOMMENDATIONS. EXT. EXTERIOR N.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ONTHE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FIRE RATED M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5, TRUSSES TO BE DESIGNED TO CARRY LOADS OF AT11C AHU AND MISC. EQUIPMENT, SHOWN N PLANS. FIR FRENCH DOOR MAX. MAXIMUM SW SWATCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REWIRED, 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 FIN. FINISHED 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 UL APPROVED AND AS FL. FLOOR TRUSS MICRO. MIN. MICROWAVE MINIMUM T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. G.T. GA. GIRDER .r GAUGE M.O. MASONRY OPENING T.O. T,O.B,B, THROUGH OUT TOP OF MASONRY BARD BEAM HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. GALV. GALVANIZED MONO. MONOLITHIC T.O.PL. TOP OF WOOD PLATE BOTTOM EACH STUD, AS PER CODE. GFI GROUND FAULT INTERRUPT MTL METAL T.O.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE, 1. ALL COMPOSITE LINTEL (MARK %') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 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. GL GWB GLASS GYPSUM WALLBOARD O.H.D. O/C OVER HEAD DOOR N CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWSE 5. GENERAL: 'BB') MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES. GYP, BD. GYPSUM WALLBOARD P.LF. POUNDS PER UNEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND HOT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 53G-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY R CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER HPS. HOOPS P.S.I. 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 ( ) HR HOUR 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 . HS HVHZ HORIZONTAL SUDING HIGH VELOCITY HURRICANE ZONE PART'N. PKT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH 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 UGHIING SHELL COMPLY NTH NEC SEC. 410.8. INS. INSULATION PLYWD. 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 INT. LG. INTERIOR LNG R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE LIAR IAR. LINEN S.C. SG.D. SOLID COPE SLIDING GLASS DOOR 6. 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. LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. LT. LAUNDRY TUB SH SINGLE HUNG 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 11. ALL NOTED. (FORDWOODERS VF AMEOCONSTRUCTION RS AND ODEPENDING WS TO BE (N ALL3WALLITHICKNESS).ZS UNLESS OTHERWISE 18. ARC FAULT -INTERRUPTER PROTECTION LIFT OVER 4-0 HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWS€) ALL PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: 0 HEAD 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 ND 16070 WAYNE DALTON N/A W/ 1-I/4' WASHER & 2-3/4' MIN. EMBED. D.P= +24.9 PSF +39.2 PSF -43.7 PSF 2-3/9 MIN. EDGE DISTANCE. 6' FROM END -27.7 PSF B FL-7630.1 3080 OR 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. -34.7 PSF C FL 17499.1 SH 36 WINDOWS DRS MIN WS & SOL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED - D.P.- +31.9 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF D FL 17499.1 SH 25 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 -34.7 PSF E FL 17499,1 SH 15 MI WINDOWS & DRS SOIL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF 0 f0" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF F FL 17499.1 SH 15 MI WINDOWS &DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF 0 16' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF G FL 17499.1 (2) SH 26 MI WINDOWS & DRS SOL 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 -37.7 PSF H FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +28.4 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX SPACING -31.2 PSF I FL 17499.1 (2) SH 25 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 -34.7 PSF J FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3A6' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF K FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT - 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF L 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 -34.7 PSF M FL-9174.10 R12 9100 CHID 6070 WAYNE DALTON N/A W/ 1_I/4" WASHER & 2-3/4' MIN. EMBED. D.P= +29.9 PSF +39.2 PSF -43.7 PSF 2-3 4" MIN. EDGE DISTNCE. 6' FROM END -32.7 PSF N FL 17499.1 SH 26 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 -34.7 PSF 0 FL 17499.1 SH 26 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 & Y FROM EDGE -34.7 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.3 MAX. HORIZ. MI WINDOWS t DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 RT. ROOFING NOA NO. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 pOLYGLASS 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. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 7 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 WITH ACI 318-11 AND ACI 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS,CONCRETE 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 PG 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS N VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WTH FlBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 24 0 24" D.C. PLUMBING NOTES ON 0.006 WSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1" LONG 3. REINFORCING STEEL' GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH BECKON 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4MANUAL 0 . DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH °THEM f 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 804.3, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" 8 HEAD. HORIZONTAL AND VERTICAL WOOD LONG STUB NAILS W / 3 / ° 3. DISPOSITION OF RAIN WATER SHALL COMPLY WTH F.B.C.. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAF€LY 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'-0' FROM ROOF JACKS, ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (B' 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 MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-25 BARS BOTTOM IF DROP EXCEEDS B". MTL. FRAMING: SELF TAPING SCREWS M12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR. CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES OFFICIAL 1-1/2" LONG AND .120' DIAMETER D.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 AND VENTILATION EQUIPMENT SHALL B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. _ CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS N BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD ' PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE 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 WTH SOUD WOOD 04 ' N SH 15 If ■ ■ M.O. 20 1/8" PROPOSED SINGLE FAMILY RESIDENCE BY: vES 0 'r"'1 OLr� I G ILL"FJ1 I GRENADINE CLUB LOT 67 MEADOWOOD COPYRIGHT 201E TYPICAL "MI" WINDOWS ■ N ❑ N c 36" 52A" 25}" SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ ■ M.O. 38' M.O. 54 1/8' M.O. 27 1/2" ix, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BC �_•\ P.T. WOOD BUCK P.T. WOOD B / 38" 70" 38" , '• SH 35 n TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (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 J" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-010 GRADE B (42 KSQ 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED R 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 R OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN }" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION U!E DEAQ PAM TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 AND: ULITIMATE WIND SPEED - 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE - C ROOF DEAD LOAD FOR WND DESIGN TAKEN AT 10 p.a.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. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. 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 1 EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4' BOARD OR 14, 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 # DETAIL SCALE DETAIL owc. SCALE SECTION owc. SCALE SECTION owc. SCALE INTERIOR ELEV. SCALE F BEAM LABEL AREVISION N NORTH ARROW BREAK LINE - 0 �scALE, file, GRAPHIC SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-S STRUCTURAL PLAN A-B TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 owc. 2 INTERIOR ELEVATION 3 �# COLUMN LABEL J4 FOOTING LABEL POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL ■■ ROUT FILLED CELL SEE FOUNDATION PLAN d�L ELM ELEV 0'-O' FIN. FL SUB NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION - - - - - /tc w a a W m w a J J uj coq 0LL J Lu Z C W j n Q F a N � � Z 0 a 0 c r+o 0 0 0 c c o ra a> >. . '� O .� 2 0 U En (D�.. U) c -o � 0 v1 aj > _ � N 0 _ aj V)2M� T_M o c -p -ME co V' rGa B 0 a = -o "' vo E E o a `0 E 0 -0 U aj c s o'8"_o um H- E 0 Cn � _ _ uo J E p ea 2 Z U Cn. L U 0 N ca. JCt, I� J LrL Z OO W � � J W _j (J COVER SHEET C-1 MW 67 „. r 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. CONC. OR MASONRY ALUMINUM FRAME 1x4 P.T. BUCK SET IN SEALANT AND NAILED STUCCO FINISH FASTEN TO BUCK W/ 3/16"0 1 2""TAPCON / W/1-1/2" CASE HARDENS PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS ®12 0/C PERIMETER SEALANT COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY Ix4 P.T. BUCK SET IN SEALANT AND NAILED W/ 114" DIAL x 3-1/4" CONC. OR MASONRY TAPCONS 3" FROM E.E. � STUCCO FINISH W/1-1/2" CASE HARDENS J OOo o AND 92" 0/C MAX. CONC. OR MASONRY 00 COIL NAILS AT 12' 0/C. ° ° o° 'oQ 1x4 P.T. BUCK SET IN b. o Qo I80 'o MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-1/2" CASE HARDEN£ COIL NAILS AT 12 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK MAX. CAULKING CAULKING ' S2) E6 GALV. x 2" ALUMINUM FRAME DOOR FRAME SCREWS ®2 -0 0/C DRYWALL BOARD CAULKING FASTEN TO BUCK W/ 3/16x2-1/2""TAPCON FASTEN TO BUCK W/ DOOR TRIM SCREWS 0/C SCREWS PERIMETER SEALANT R SE PERIMETER SEALANT 0 2'x0" 0/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE. GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL x i 1/2" SCREWS 0 18" 0/C PERIMETER CAULKING GALV. STL. VERT TRACK BY MANE. FASTENED TO TRACK BRACKETS W/ WITH SILICONE CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING �1/4"-20xi/2" CARRIAGE BOLTS &LOCK NUTS opo 0 16 x 2" SCREWS 02'-0" 0/C ° 0 0 °o� '0 -'O °. GALV. STL. TRACK BRACKETS FASTE_'NED •o .Ob. <- FLOOR COVERING CONC. FLOOR SLAB TO WOOD JAMB W/ 3/16 x1-i/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL o O ToU o 7dobo o. COLUMN W/ 5/8""WEDGE PERIMETER CAULKING PERIMETER CAULKING MAMU.'S METHOD OF STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0 0/C VERT. PREVAL WHEN SUBMRIEO 6" MAX. FROM ENDS) AND GROUT BED CONCRETE SLAB w COMPLETE INSTRUC170AS 2" FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) TYPICAL INSTALLATION „ WINDOW ASSEMBLY MARBLE SILL 4' d' -MORTAR OR a a a ' 1/2' .. 'a .. DRYWALL 4 ; 3/4' FURRING TO MASONRY WALL a TENERS AS REQUIRED WINDOW MANUFACTURER SEAM AT I INSTAL 4 4 a *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF, SPEC -T SILL IN FULL 7RTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTITIOUS COATING C,M,U, PRECAST BILL DETAIL CONCRETE WATER PROOFING APPLICATION MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T` -34.7 PSF (8) -34.7 PSF FRONT ELEVATION - CLASSIC O D.P.= +28.4 PSF MEDIUM TEXTURE -31.2 PSF DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. REAR ELEVATION - CLASSIC DECORATIVE CEMENTITOUS FINISH Ltf- I tLtVA I IUN - LLA55IL ON BLOCK WALLS, TYP. PI�7i4K1I/l[d97iI:� 10'-B" T.O.B.B. 9-4" T.O.B.B. - - 0'-0" FIN. FL. SLAB - - 0'-0" FIN. FL. SLAB 1 im =\ m 3m- -0" FIN. -FL. SLAB IC�Z- PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 W m o W m J a W �Z x W u° W Z z O w J r Z a J 0 d N Z Q t a 0 0 c) O O = E T_v p o O= d O V N E E O= d O O $ E P p ld i -5 o �U N N N � q) O cn �--, 2c p S V] N o Ncu o � U O Z Q +� u p Q z10 0 . E ° �A/� Cie U) al 0 Lo L cL r 0 uco U 0 C/) W C - C? O ul � 0 T ca h' h .I�'y �mt V con l.l_ E� ~ a Z o ov o W ' W 1/4" = 1'-O" U.N.O. ELEVATIONS A-3 MW - 67 PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2775 (SQ.FT.) x 144 ee 399,600 SQ IN. / 150 = 2,664 SQ. IN. REQUIRED NET VENT AREA / 15 SO IN. PER LINEAR FT. (178 LF) VENT = 2,570 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 024" 0/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END INSULATION PER ENERGY CALL. SEE PLAN/ ELEV. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2" TOUGHROCK" GALV. MTL. DRIP EQUAL) APPLIED TO ON 1X2 P.T.(OR ;'.; UNDERSIDE OF TRUSSES FIRE STOP 26 PAINTED TEXTURED SPRUCE FASCIA y_p^ CONT. 8'x16" MASONRY BOND BEAM US FINISH ON METAL LATH ATTACHED W/ 115 CONT. TOP & BOT. - FILL W/ CONC. N/ 3" CONTINUOUS VENTS ALL SIDES CONT. METAL POUR STOP TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/20 DRYWALL 1X2 P.T. FURRING 0 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS b Vjj WOOD BASE =5==�R I V MONO. CONIC. FOOTING SEE FOUNDATION PLAN FOR NOTES & D AILS 0'-0" FIN. FL. SLAB e llJ.Tlllll�lllll;.,;, ..''•..a,y.s.' :.:� 1�1-1� �I I —I I I_T 11- TYPICAL WALL SECTION SCALE 314" = 1'0" STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANT. (MAX. 8' O.C) � Product Submittal Sheet �.x. :)n1- k Div~01 Wrylcorp.com 1 8000 N1N Mir Place P305-77,6464 ilk 2wiw DMildl%eyow" Clarkwestel'n Dietrich guiding SysYams LLC j Mourn, Florida 33166 F 305,477.4108 Soffit Vents (Cane Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. CS58-300V 1 wa, 1 3" wide vent (one piece) 5" overall width, perforated Ranges 1 15 3" Soffit Vents— Continuous one-piece Soffit Vent with reinforcing rib to key into stucco damp; plaster. Vent Clips are provided to connect Sol 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 installation. Product Submittal Sheet y,nylcorp.com 8000 NW 79th Place P 305,477.6464 Clalkwrstern Dietrich Building Sy§pems IAl Miami, I'loritla 33166 F 305477.4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1578-60UL 7AIN112" 3-112"solid flange, 1-314" perforated flange " tenor wall finish. Intersections of Ts available. Mid Wall Control Joints— Designed to relieve stress and assist in controlling sacks in e% US Patent Number ns bun50 Caulk all intersections butt joints, ends and corners at time of Installation 15 I o P io O D.P.= +31.9 PSF 34.7 PSF O D.P.= +29.9 PSF -32.7 PSF 1�s El O D.P.= +33.4 PSF -36.3 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES © 24" 0/C TYPICAL OD.P.= +33.4 PSF -36.3 PSF 6'-0' 12 �6 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) I I I I I I I 10'-8" T.O.B.B. 9'-40 T.O.B.B. I I I J I I 0'-0" FIN. FL. SLAB gi RIGHT ELEVATION - CLASSIC W m 0 W z li j W tL Z W Wo D >& r Z > be J ro rn on odo Z L pa 0 c � o o o c a Q c Z3 � o rn o ca. o rJ Qg ry fu C s rco E `� c to 0 E o a U aci E E o0 f° E o -o U JE•�� G) cu to fir-, yo •o c`g E E �ch��=o= Ln C W VI N V } o i{JQ L O Z Ca (� a= ® ® 14 r ®®� L COVERD PATIO m a COV. DDM�D��0 E GREAT ROOM FOYER PORCH o M El El M SLOPE SLOPE 0'-0" FIN_ FL. SLAB 0 � �L 1 6 0 {/�" �/j SECTION A -A - CLASSIC CUJ c _ di C V QLO J 2 N Cell oN111111 © 1iLD VI L.L. � Z O UU w 0 W t OJ W � � 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS A-4 �� z MW - 67 1/2" 3/8" ENG. AND APPROVED WOOD TRUSSES SEE TYR WALL SECTION FOR ACTUAL HEEL PRE-ENG. WOOD TRUSSES CONT 2x6 P.T. BUCK FASTENED TO LINTELS AND OVERHANG CONDITIONS SEE TYP. WALL SECTION W/ 1/4 x3" LG. TAPCONS 0 12" 0/C MAX. FOR ACTUAL HEEL AND 1/2" DRYWALL OVER AND TO BLOCK OR CONC. talo4'- CONNECTOR NOTE PRE-ENGINEERED WOOD O.H. CONDITIONS TYPICAL FURRING W/ HILTI DNI-62-P8 0 8° 0/C MAX. ROOF TRUSS 0 24" 0/C R. MFR. SPECIFICATIONS SIMPSON MGT W/ 22-10d USP HDPT2 OR HDPTD A ��� 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF NAILS INTO TRUSS FASTEN TO WALL W/NAILS ti 5� FREE EDGE DIMENSION EXCEEDS 24" PER SCHEDULE AS READ. SEE DIMENSION. NAIL TO BUCK AT EACH _ P EXTRA LAYER OF 1/2"END W/ (4) i6d NAILS. FRAME BEARING WALLDRYWALL SURRONDING CONC. TIE BEAM OR ELEV. FRAME ARCHEDGE OF MASONRY OPENING MASONRY BOND BEAM TYPICAL FURRING STRAP DEL. TOP PLATE TO STUDS APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING NRY BOND BEAM (i) 5/8" ANCHOR W/ "USP" SPTH 4, 6, OR 8 U-STRAP 0 R W/PAPERBACKED HI RiB METAL LATH R STOP INTO BEAM W/ TOP PLATE AND DOWN EACH SIDE 2X4 PT BLOCKS ALONG ARCH LL 5° MIN. EMBED. W/ (6) 10d NAILS (TYPICAL) 19/32 PLYWOOD ARCH SET IN EPDXY W/ WOOD STUDS 0 16" O/C (PER PLAN NAIL TO PLYWD. EACH END VIEW W/(3) fOd x 1-1/2" COIL NAILS (1) MOT MAX. UPLIFT = 3965 VERT• MAX,SOLID BLOCKING 0 4'-0" O/C SECTION 1 2 STRAP BOTTOM SPLATE TO ORSTTUDSSTRAP 5 A5 CONNECTION DETAIL A5 CONNECTION DETAIL BOTTOM PLATE AND UP EACH SIDE A5 CONNECTION DETAIL W/ (6) 10d NAILS (TYPICAL) ROOF SHEATHING NAIL PER SCHEDULE 5/8" WEDGE ANCHORS 0 24" O/C CONT. FASCIA BOARD (SEE WALL SECTION) NAIL AND 6* MAX. FROM OPENINGS TO LADDER W/ 16d 0 8" O/C A W/3 x3"xl/4" STEEL WASHERS EMBED 4 MIN. (3) i6D TYP. 2x4 LADDER FOR O.H. 0 12" 0/C FLOOR SLAB 1r MAX CONT. 20 LADDER PLATE ANCHORED TO GE TRUSS W/ i6d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C z 10d TYP. SECTION TRUSS WALL SHEATHING NAIL PER SCHEDULE REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT NAIL w/16d NAILS 0 8" 0/C (b CONNECTION DETAIL GABLE END FASTEN TO SLEEPER W/ i6d NAILS 0 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. 0 6" O/C LISP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONC, OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0" O/C LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWS APPLIED UPLIF1UPLIFT SUl PECI 1 17'-4" 2106 355 788 247 8F34 2 4'-4" 6490 857 4033 286 awl' 3 5'-4" 5809 157 3057 48 8F16 4 7'-6" 2882 130 1548 97 8F16 5 7'-6" 2882 120 1540 90 8F16 6 6'-8" 3581 355 1947 247 81F16 7 4'-0" 8859 1270 5572 435 BF16 8 3'-6" 10000 1253 9578 436 BF32 9 3'-6" 10000 1253 9578 436 852 10 7'-6" 7857 0 3323 0 81732 11 13'-4" 1 3250 0 1178 0 8F32 12 10'-6" 1533 423 914 275 81F16 13 9'-4" 2000 210 1027 82 8F16 14 14'-B" 1079 217 477 75 8F16 15 7'-6" 2882 271 1548 95 BF16 16 7'-6" 2882 946 1548 330 BF16 17 3'-6" 10000 1841 7428 1 650 BF16 18 5'-4" 1 5809 840 3057 291 8F16 19 7'-6" 1 2882 355 1548 247 BF16 20 4'-0" 8859 250 5572 100 1 BF16 21 4'-0" B859 250 5572 100 1 BF16 F = FILLED WiTH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAViIT 8F16_-1 B/1T LNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP h• TYP. 0 WALLS 8U8 8F16-06/iT mar #5 REBAR AT TOP MIN. (1) REQ'D CLEAR 1447 111 GROUT #5 R50AR REINFORCING 0 PROVIDED IN LINTEL (VA 7-5/8" ACTUAL " NOMINAL HEIGH 8F24-OB/iT BF30-lB/lT ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 2 4 6 8 10 12 8d 220 440 660 880 1100 1320 10d 265 5J51 8001 10651 1333 1500 A5 CONNECTION DETAIL PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 uj ° w W W Z w J W y N LL J oNo� W J zo a a CO f° O rn c CL FL Z 20 U G a+ L �7 C O E H 00 N 3 _ - � � axNrn • c iv o R fC C E O a C N -`•per O O y C tC N E E Om Ofl y S CL C j W FE i= Ln c 0 2 U.)rn" vi a� N Odi O o E o C7 2M N y °5 of i I� 0 /Up Y/ E 0 GU O h Lo N N h Pa U- con 0 0 O u W 0 W 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A-5 MW = 67 H ANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26 © HGUS26-2 0 THDH26-2 �D HGUS28-2 QD THDH28-2 �H HHUS46 QH THD46 © LUS24 © JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4' 10'-8" TRUSS BEARING HEIGHT SCHEDULE NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON HID CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0. INCHW DIAMETER 2. RING3DIAMETER OIFA0.012 OVER SHAW DIAMETER ALL WOOD TO WOOD CONNECTIONS 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER SHALL BE USP HTW20 5. 2 INCH NAIL LENGTH DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAIUNG DIAPHRAGM ZONE i I ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE TINTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX, 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 6' O C 8d RING- SHANK 4' 0 C 8d RING - SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19/32 16" 0/C MAX Bd RING- SHANK 4" 0 C 8d RING- SHANK 4' O C 8d RING- SHANK 6" O C NAIL CORNER STUDS AT 4- 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32116 15132 16" 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 12" O C BLOCK FREE EDGES 160 MAX. LBS. TC-1 I I, 752 MAX. LBS. E.E. 23 TC-1 O TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fl) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-i TA12 (5) 10d x 1-1/2" - 825 1650 1 335 1 670 1 380 490 TC-2 TA14 7 10d x 1-1 2" - —JELL2310 335 670 38 4490 TC-3 TA16 (6) 10d x 1-1/2' 1205 2410 335 670 380 490 TC-4 HWTU16 8 ?Od x 1-1 2' 4 3 16' x 1-3 4' WAB 950 - 650 - 645 - TC-5 HTA16 (10) 10d x i-1/2 - 1400 2800 325 650 395 790 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2003. 2) BLDR MAY USE LONGER SFRWS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TWCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 605 MAX. LBS. E.E. vi TC-1 O N � M I` O CA O N cM L; i 324 MAX. LBS. E.E. 1105 MAX. LBS. E.E. w TC-1 TC-2 vi PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 w Lu z a ? W Z W LL LL W Z N N ~ z J 0 a Z 0 pa o rn 12 � � c to �� Qvcf r0p CL O o U ai a� E = & v'>C) C o— -Ofa EcL C] _p ` O R g C a� a3 E C a E o m o S E ` O aU 01 ^a �o �m cn c c E o �cano= LLi Ego tf 2M V cn i u Mu E O vh E n 0 uu m 0 c — �� 'Lu c CD O 0 ul CV Lw 0 r CV h V V 0 0 O U w O w ' Ow U 1/4" = 1'-0" U.N.O. TRUSS PLAN A-6 MW = 67 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE $ SWITCH TELEVISION JACK sn AT If A.F.F. SINGLE POLE PRE WIRED QII� DUPLEX SWITCH�Y IIH AT BASE 3 THREEWAY WAY II AT A.FF.PTACLE ® G DUPLEX RECEPTACLE 4 SWITCH (7 T HVAC AT B" ABV. COUNTER FOUR WAY THERMOSTAT s DUPLEX RECEPTACLE SWITCH O INTERCOM FLUSH IN FLOOR R RHEOSTAT AT 60" A.F.F. 9GFI DUPLEX �n TCH L EPHONE OUTLET GROUND FAULTTACLE DIMMER MER ® AT 12" A.F.F. DUPLEX RECEPTACLE TOP REC. SWITCHED K SWITCH KEYED ® TELEPHONE OUTLET FLUSH IN FLOOR ® IIWP DUPLEX RECEPTACLE C$1 SECURITY ® SPEAKER IN CLG. WATERPROOF KEYPAD � h DUPLEX RECEPTACLE 0 JUNCTION SECURITY uU0 UNDER COUNTER BOX LIGHTS Q INTERCOM © DOOR ® RECESSED STATION CHIME EYEBALL ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE VA, 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5,0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 15 0 1 MICROWAVE 1 20 12 1,5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 12 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1,5 0 10 GEN. LIGHTING 1 15 14 5,5 0 38A 1 9.6 1st 10,000 of 1du-, = 10,00 REMAINDER AT 40% = 11,36 A/C LOAD AT 65% = 6.24 TOTAL = 27.6 x 1000/240 = 115 AMPS 200 AMP SERVICE p OMETER DISC. COMBO (1) SETS OF (3) 14/0 AWG. THWN IN 2" CONDUIT it " PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM 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. SMOKE F.P.&L. METER DETECTOR & DISC. SMOKE / CARBON BREAKER MONOXIDE DETECTOR ® PANEL SWITCH EXHAUST DISCONNECT FAN PADDLE FAN EXHAUST FAN W/ OR WO/ LIGHT W/ LIGHT ITdCJ01]T LIGHT pR LV DOOR ENIURE)ULREMNTED. RELEASE INCANDESCENT LIGHT VOLUME FIXTURE WALL. MNTED. I CONTROL ® QUADRUPLEX I RECEPTACLE HI HAT TR LOW VOLTAGE CLG. MOUNTED TRANSFORMER HI HAT F B FAN BOX VAPOR PROOF IN CLG. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC91208 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). ALL VANITY LIGHTS TO BE 100" A.F.F NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS TO CELL NSOR IN SOFFIT PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 Ui 0 o LUJ a LU Z:)w a ui � Z O W o m 13 Q z J 0 a n Z = z Oa 00 4- O ( n Q- 7E �..,, O E 00 N O t0 E O Q C d O t C d " as E E o 19 ` S E O o nc.0 ,d E •= a..+ d La) N a O CT CD C C O = C!1 N C v O Lu p E Le (7 Z a » Q n J IL z ov O O w � � J OJ L (% Ai ELECTRICAL PLAN E-1 W=67 PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 MASTER SUITE COV. PATIO 1Ox1®x8 181 CFM 1'0xtox8 193 CFM Sax10x8 176 CFM UAW Sxix4 WIC 21 CFM,---TI 1'6"x1 S" R.A.G. ®W/ 12' IZ A FLEX DINING me GREAT ROOM 7 KITCHEN " 12"0 10x10x7 112 CFM AHI'-1 3-TON 12"x 12" R.A.G. W/ 9"O FLEX BEDROOM 2 DEN 10x10x7 143 CFM 7m UTILITY 6x6x6 / 46 CFM FOYER 1ox10xe 164 CFM 0 GOLF CART 4"0 DRYER EXHAUST PORCH TOTAL AIR VOLUME CUBIC FEET = 17038 TWO BAY GARAGE DO NOT SCALE PLANS NOTE: ALL RETURNS SHALL HAVE DIRECT DUCTING TO RETURN AIR PLENUM BOX. 0 uj m o Lu Lq a J � w ti m LL r. LL W M Z Z 3 U m w Z= Oa � � o O O 0 2O G N C m f0 C CL O co C d O = O- N E E O 10 o E O cL L _ C al c i cnai O '_ (,3 C 6 O E tCpp C�.7 O Ov Ln U Z d 0 V O a 0' E Q - re 6 0 C7> CJ3 c — wo v- u :_ " 0 r. Sig con ~ a z U r� �+ 0 O U w0 w Ay/ o U J ' O Lu MECHANICAL PLAN M-1 W=67 �C;` �� FILE COP yi ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ 10'-8" TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TYPICAL TRUSS END DF l AIL HANGERS TO BE USED QQ HUS26 © HGUS26-2 (B HGUS28-2 6 HHUS46 © LUS24 or (USP) (Z) HUS26 (D THDH26--2 QD THDH28 2 OH THEW U JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTIIORIZA11ON FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE III STRICT ACCORDANCE WITH MIS PLACEMr.111 PLAN. 3) RECEIPT AND USE OF "SCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for IIANDLIPIG, INSTALLING & BRACING METAL PLATE C011PTCIFD WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OI ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MN(WMT, SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as not^rf All valleys calculated with sheathing under. Number of girder plies to be determined by engine,ring. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION fR011 TINE Of FILE. Labeling trusses is a service, not a requirement. Fnq;nreied drawings supercede labeling of trusses. It is the r^-,pan-Itrility of the builder to utilize engineered drawings when Creraing trusses. WARNING ERECTOR BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR NOR TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIOUED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCS-BI Summery She-t COMMENTARY and RECOMMENDATIONS fa HANDLING, INSTALLING & BRACING METAL PLAIT CONNECTPD WOOD TRUSSES' (TPD. TRUSSES ARE TO BE ERECTED AND FASTENED IN A SIRAJOIT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO DIE Tn 1,11M17; TFHF'Y SHAU. BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTIII TO r'Pr%"IT DAMAGE %%0N1M!,B��q4,� °QJp <y��10 TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRII;C ('ONtIFC110NS. •�.,ENgF TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS NAPDWARE • ' 7606,�= ® CONNECTIONS FOR REACTIONS UNDER 5000 POUND'. FOR Al ^}0 * REACTIONS GREATER THAN 5000 POUNDS, OR 4KEW4 D, NO HANGER IS SUPPLIED. 4ij ; STATE /py CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. �90,L� D,•\=�A MWFRS(Envelope)/ASCE 7-1 Low Rise •. O` R . .(j Exposure Category C Bldg Category 2 Wind Design Velnrit 16,D MPH P 9 Y 9 9 Y q Y %'` m�` Imp. Factor : 1.00 Wmd Load Duration Factor : 1.60 Mean Roof ll,q l ..16__ �" Brian M Re*y Sttrucl Eng 176051 2590 N. Kings Wormy Fart Pierce, FL 31951 1777) 464- 4160 g N OTE Trusses shown on this layout are a component part of the building 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 individual truss drawings must be placed during the erection procedure. 110' =0'� /�. nt 11 Grenadine Classic .—_- 1 /4"=1 �-0" 11 10 18 �r-Jo fAenad'meaassic g