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HomeMy WebLinkAboutBuilding Planstit,, U 15" 0" 18' 8" 26' 4" G ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Mi a C)�1 O✓ J1 J1 J3 J5 _ c J3 10'-8" 13A co CLG J5A J5 rn J1 J3 Cl > > J5 o cO C2 C3 9'-4" 9'-4" 0 10"-4`' CLG N. C:LG CLG L J7 J7 co do r rn 0i orb L a a a < a a a, a a a J7 C5 BFRG POST L J7 C6 TOP AT 9'-4" J7 A A A A J7 BRG POSf J7 14' OP AT 91J4' „ . 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TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are 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 THIS 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 RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE "BCSI—Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TM). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY 70 TIRE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE _�' TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECP!*., { TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE c CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) ` Exposure Category : C Bldg Category : 2 Wind Design Velocity :1H(L MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height :1 6' Brian M Bleakly Struct Eng 176051 2590 K Kr* Highway Fart 7Nrae, FL 34951 (M) 464-4160 R E V I < s I CDF N Trusses shown thi layout are a component part of the building S and show trus I cition. Proper erection, temporary and l permanent braci design are the responsibility of the building^�T��.}�7�� r�+pTT�c (772) 464-4160 - designer or his engineer , Lateral bracing shown on the individual SOLTy j-■ER B7U-�-S�S� �T truss drawings must be placed during the erection procedure. �' R4 C. 71 -'^ JOB NO.: 8291 2590 N. Kings Highway Fort Pierce, FL 34951 LOT: 01 BLK: am� GH® H®M ES ' ADDRESS: 9631 Knollwood - Meadowood Renton Jem — Mission Saint Lucie Count 1 4"=1'-a" 01 30 20 � r� s 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 ABBREVIATIONS 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 CONC. CONCRETE CSMT. CASEMENT DBL. DOUBLE DIA. DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIL: PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" 0/CC 1.. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMA11C IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND THESE PLANS WERE PREP RED 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 GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. - 2. ALL WIRE SHALL BE THHN COPPER: UNLESS NOTED OTHERWISE USING THE 17 FLORIDA 20 LORIDA BUILDING C DE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL CLASS IN SIDELIGHTS, 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 REMSIONS. COPPER OF EQUAL AAPACITY. r 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT 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- WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO: THIS. - AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR 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 B. 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 IS1N'AN q, 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 AL 0 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 RESPONSIBIUTY TO B. PROVIbE 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. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS. ANY CONFLICT OR ADDITIONAL. STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. EXT. EXTERIOR N.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY. THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUP COLUMN SCHEDULE: 9. PROVIDE GFI 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 CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV- 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING. GRADE. COORDINATE LOCATIONS WITH 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 MICRO. MN. MICROWAVE MINIMUM T.B. THROUG BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. TRUSS T.O. OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND GA. GAUGE MID. MASONRY OPENING T,O.B.B. TOPOUG� OF ASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE - 11. PROVIDE PRE -CURED TELEPHONE OUTLETS AS SHOWN ON PLAN. GALV. GFl GALVANIZED GROUND FAULT INTERRUPT MONO. MTL MONOLITHIC METAL -T.O.PL. TO.TYP. TOP OF' TOP OF OD PLATE E BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE i. ALL COMPOSITE LINTEL (MARK "L")TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 12. PROVIDE PRE- NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM- TO THE 'TIMBER CONSTRUCTION WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. GL. GWB GLASS GYPSUM WALLBOARD - O.H.D. O/C OVER HEAD DOOR ON CENTER U.N.O.U.N. TYPICAL UNLESS OTED OTHERWISE 5. GENERAL: "BB") MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN BDUPLEX RECEPTACLES. GYP, BD. GYPSUM WALLBOARD P.L.F. POUNDS. PER UNEAR FOOT ILL UNDER ITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND HGT. HEIGHT P.S.F.PSF POUNDS PER SQUARE FOOT W.F.V.LF VERIFY FIELD STRUCTURAL DESIGN IS IN ACCORDANCE WITH. A.C.I. 530-05 A.S.C.E. / BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE. SHALL BE PRESSURE TREATED. 14. KITCHENS, DINING ROOMS HIS. HOOPS W.A. WEDGE 7-10/LM.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER HR HOUR P.SI. P.T. POUNDS PER SQUARE INCH W/ ANCHORS 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. SPACC ES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-B (a)• HS HORIZONTAL SLIDING PARTN. PRESSURE TREATED PARTITION WC WATER CLOSET I WORK' 9, CARPENTER SHALL BE RESPONSIBLE FOR PROWDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.GE. 7-10/T.M.S. 602- INS. .INSULATION PLYWO. 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 INT. INTERIOR R.O. ROUGH OPENING FOR MASONRY STRUCTURES. TO KITCHEN :OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE LING. LONG LINEND S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. . LIGHT . SLIDING GLASS DOOR :SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL SF 17• PREWIRE FOR GARAGE DOOR OPENER SENSOR. LLT. .T. LAUNDRY TUB SH SQUABINGLE HUNGFOOT 7. CL OPENINGS SHALL PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH - 1. CONCRETE SHALL CONFORM TO ASTM C94 94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11,.ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE OVER 4' T LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND L SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, SAINT LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE; SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12. 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4" MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6' FROM END -34.8 P F B FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPOONS W/ 1-1/4" MIN EMBED D.P.= +29.9 P F +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE 32 8 P F C FL-7630 R7 3080 DR W/ 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 SIDEUTE 6- & 14" O/C MAX. SPACING. -34.8 PSF D FL 15349.5 4625 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 P$F +50.0 PSF -SO.O SF EQUAL SPACING & 3' FROM EDGE -38.3 PSF E FL 17499.1 (2) SH 26 MI WINDOWS &DRS SGL IMPACT 3/is'tAPCONS W/ 1-1/4' MIN EMBED = D.P.-+29.9 P F +55.0 PSF -55.0 PSF 0 10" 0/C. MAX. SPACING & 2" FROM EDGE -32.8 PSF F FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF G FL.15349.5 3020 TRANSOM MI WINDOWS &DRS SGL IMPACT - -' 3/16' TAPCONS W/ 1 1/a' MIN EMBED - D.P.- +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF -010' O/C MAX. SPACING & 2- FROM EDGE -36.3 P$F I FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT . 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF ' 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF J FL 22401.3 12080 SOD MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS-W/-1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 012" O/C MAX. SPACING -31.3 PSF K FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGLIMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 P$gF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -32.8 PSF L FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3#6' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE LA( � 1V AW PSF M FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -34.8 PSF N 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 IV O/C MAX. SPACING & 2". FROM EDGE -34.8 PSF 0 FL 17499.1 SH H33 MI WINDOWS &DRS SGL IMPACT 3/i6'-TAPCONS W/ 1-1/4' MIN EMBED O.P= +33.5 PSF +55.0 PSF -55.0 PSF -`' 0 10' O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF [: P FL 17499.1 SH 26 MI WINDOWS & DRS 1 SGL IMPACT 3/16' TAPCONS W/1-1/4' MIN EMBED D.P= +31.9 P F +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -34.8 F ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.3 MI WINDOWS 1/4' TAPCONS W/ 1-1/4' MIN EMBED MUWONS MAX. 104-1/4" HORIZ. & DOORS (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 MAX. 8 " ROOFING' NOA NO. 18-0829.04 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf 1 -172 psf. CAPISTRANO CONCRETE TiLE PRODUCTS ROOFING MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE AY NOA NO. 17-0614-.22 POLYGLASS USA PILES NAILS AND TIN CAPS 12' GRID, 6" O.C. AT A MIN. 4" N/A N A / PEELUNDE&STICK PEEL STICK SBS UNDERLAYMENT INC. HEAD LAP SIDING STUCCO N/A N/A N/A N/A 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. FOUNDATION NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH ON 0,006 VISQUEEN (OR EQUAL) ON (LEAN WELL COMPACTED FILL 2.. ALL REINFORCING STEEL TO BE GRADE 60. 3. COLUMN AND WALL CENTERUNES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. - 4. FOOLING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. FILL PLACED. WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSISTfOF GLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 7.. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. DAMAGE PRO13ABIUTIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1)... PROPOSED SINGLE Fj J` nzN 1 O CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR. BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-3" 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE' MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" ASPUBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS B". - 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 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 REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. 9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD -. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). WILY RESIDENCE BY: ,2 RE� 01 . LOT 01 MEADOWOOD COPYRIGHT 2015 TYPICAL "MI" WINDOWS ". ❑ Ip ". N. N N , N u Ll L: 18a" 36• 52a„I 25} - SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8' M.O. 38, M.O. 54 1/8' M.O. 27 1/2' tx, 2x, OR 5/4 BOARD ix, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD I3UCK 38" 70" 38" , SH 35 0 TYP. BAY WINDOW 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE 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 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0-, 24" O.C. STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE.. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 14. METAL LATH OVER SHEATHING' SHALL. BE 3/8' V-GROVE OR DIMPLED. FASTEN TO SUBSTRATE AT 4' O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 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 FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MTL FRAMING: SELF TAPING SCREWS 012 x 1/2" WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 15. PNEUMATIC FASTENERS SYSTEM TO BE HIL11-COIL NAIL PROGRAM. TYPE TO BE CRF 112G 1-1/2" LONG AND .120' DIAMETER U,N.O. 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES' TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER. F.B.C. 2017 6TH EDITION & ASCE 7-10. STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, Pi ATES A-3 BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. LOAD SCHEDULE LOCA70N JIVE M& PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 °-65 ROOF 30 18 0 48 ATTIC 20 10 0 30 N1ND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY '= B BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. WJEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH 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. SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER it. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAC. MECHANICAL NOTES 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. GARAGE NOTES 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN f (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 2. DUCTS IN GARAGE AND DUQTS PENETRATING THE WALLS OR COUNGS SEPARATING THE DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 CAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN r (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE. DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN THERMA TRU EXTERIOR DOORS ® ® El 13 2x P.T. Lj 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 SIT H X 99" H X 99" H X 99" H X 99" H EDGE OF SLAB DGE OF SLAB EDGE OF SLAB EDGE OF SLAB ■ ■ ■ ■ FEB LAW ■ 427 ljok l\j 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 26, 5/4" BOARD OR 16. CONCRETE SCREWS USED TO SECURE THE DOOR FRAM 6 TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH ANO ACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION. PROCEDURES. SYMBOLS LEGEND 1 # DETAIL INTERIOR SCALE 4 DWG, 2 ELEVATION 3 DETAIL awc. SCALE COLUMN LABEL F# FOOTNG LABEL SECTION Dwc. SCALE HEIGHT 'F%1��O//�i 4 ASTNOTEED SECTION DROPPED SOFFIT SCALE HEIGHT AS NOTED _ ARCHED SEE - PLAN ANOR ELEV. # INTERIOR ELEV. MASONRY CONSTRUCTION SCALE TYPICAL B�- BEAM LABEL ■■ GROUT FILLED CELL SEE FOUNDATION PLAN AREVISION NON -BEARING FRAME CONSTRUCTION NORTH ARROW BEARING FRAME CONSTRUCTION - v BREAK. LINE BEAM HEIGHT CHANGE ELEV 0 1' 4 B' SCALE: 1/ 1o" GRAPHIC SCALE 0'-0. F� FLOOR ELEVATION , JV'ljWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 4 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-01-19 ui rn a W VVv w a j Lu W z = < w O LL W m LL z u, F J r a Z', N' Z o 0 LL 0 V, o 1Z O - a L ai -0 rn W CL 0o cli ca .fl- M .V E a+ N a+ v1 0 L = o v a) O QJ > V 0 V) CMc o c p'I C7 w aJ o Y Ov fa Z aa) v O w H 12 E L L o U CA 0) w O tee^ C v- J I1 Lo 1W'J O LJ_ Fi Q 0 u O 0 w H O 0 U L � J O W 1/4 = 1'-0" U.N.O. COVER SHEET C-1 FOR �y 8" 6" MASONRY WALL BEYOND OVERHEAD GARAGE DOOR PAVER RECESS CONC. BRICK PAVER OHD RECESS SET IN SAND SLOPE PER ^^SURVE�Y , .. L� FOOTING SEE SCHEDULE, _• r. 20" DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE it 1— B"x8" PRECAST 1, LINTEL. SEE LINTEL SHOP DWGS. 4, FILL COLUMNS ;17 AND LINTEL SOLID }' W/ GROUT 840" FILLED CELLS W/ 1 5 VERT. (TYP. TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE m F SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S CE l , PROJECT LOG A ISSUED FOR START 10-02.19 A4 60'-0' ISSUED FOR PERMIT 11-01-19 15'-8" 18'-0" 26'-4" 1-10' T-10"L 16'-0" 1'-4" 6'-8 19'-B" w-8" T.O. B. 9'-4 TOB.190 TO.B.B. I O (2) H 35 O STEP OUT I F6 6'-8° 7'-4 6'-0" 6'-4" C2 HEAD 8'-0" C2 H DOTER 2 AT COLUMN rC2 ■ I ■ ■ ■ ■ ■ a ■ oo I ®® (2) H 35 -2' 1-6" 1 -8" 2' -6" o0 Tv HEAD 8'-0" r---------- — ®■ ■ ■ ■ ■ ■ 0C2 -� — — — — — — — — — — — — — — r " I -- r6 ■ I I o w I F1 I ® o FORM SHOWER PAN -' o rn 1 1/2" LARGER ON ALL o N Lu ■ I F1 SIDES THAN ACTUAL `I _ - J F1 16 FINISHED DIMS. ■ N *° -.-I 6'-5 1/2' 1 1/ " SHOWN HERE a Lu x ■ J ZwLL c I I 3 \� 12080 SGD i I C3 RECESS S SHOWE R -i I 3 F1 I ■ ■■ // 2'-" ? ---------'-----------� F1 I a Q —I ° eo •I ZO a ■ C2 F1 C3 Z a N o I I o I I I �_� C4 � � I ■ a F3 i 14'-4• 13'-10" n I I o E ECPTO SLANDI UNDER Io �° Lu CCU T-1" x - 2 aj 2 o ■ O & o- w I 28'-2• sLae I r— J C4 i J- o 0 c L _j _ ° I ca N o N •> m •Q1 L r _ ® FLOOR OUTLET W/ 21.-2" g (�',) � ou n a BRASS COVER a Y3 � L I E O! w =. � m p •�--. N U( E ■ O \ M 2'0. L � gyp 7NH V \ I 8- 1 NOTE: �, rn _ 'E _ o a ■ -6 O +-• O v) e = FILL COLUMNS SOLID 8"xB" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN c ® o FORM SHOWER PAN ALL COLUMNS ARE C1 U.N.O. ',,�SCHEDULE FOR REINF. M i 1 1/2" LARGER ON ALL ° O . n (D o = SIDES THAN ACTUAL I z v TYPICAL DETAIL "' ® I TE -1 FINISHED DIMS. ■ CL " BEAM HEIGHT CHANGE -- T — —I SHOWN HERE 0'-0" FIN. FLOOR SLAB CONC. POURED FILLED TYP. HOLLOW o o a CELL W/ STL. PER PLAN MASONRY BLOCK J RUNNING BOND; M _ PER PLAN ■ 6" I I F1 I N o FIN S ° o S-9 2'-8". V-1 3" 0' 2'-3° I o 1 — J ° w o — — — — 6" RECESS I 1 6 -11 DOWELL &EPDXY (1) #5 ~— J I ro I =® Y r o _ U REBAR INTO SLAB ® J I U w FILLED CELL LOCATION W/ 'n " T-6" 7-4" 6'-11" 7E-1 ® _ 4' MIN. EMBED. INTO SLAB F1 I J — — — — — — r E CONC. SLAB & ^ I 3080 DR W/ 11� ?^ — — — o 0 0 Q MONOLITHIC o i ----- --FOUNDATION I SIDETRA S ARCHED o FG TRANSOM ABV I 4" 1 U PER PLAN .� I ----------I I IUL gy m V t :2® I F1 ■ ■ ■ Do I I 0 F1 OI ��---------- I_ _ nM F1 o M TE-1 MISSED COLUMN ®■ ®® ■® ■ STL. DETAIL L — _ F1 _ _ — I n (2} S 26 ® — — NOTE: RECESS RMi/2R SME LLEDR THAN TACTUAL I x a NG WALL � — J HEAD 8'-0" C2 \ 1 fV 3'-3' 3'-31- — — 5=14 7- 1 \\ FINISHED DIMS SHOWN HERE I O O Emil I 2 SH 26 ■ ■■ 1 ■■�■ c2 • 1 Fz \\ \ FOOTING SCHEDULE MARK SIZE &D REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" X CONE. W/2 15 CONT, EXTERIOR MONOLITHIC 1 F-2 20" x 18" X CONT W/2 15 CONT 0 ECIESS MONOLITHIC 38 F-3 2'-6" x 2'-6' x 12' W/3 #5 E,W. 87M. PAD 0INTERIOR WOOD POST 6 F-4 4'-6" x 3'-0" x 12' W/4 /5 E.W, 8TM. ISOLATED PAD 7 F-5 3'-6" x i'-8" x 12" W/3 15 E.W. 6TM. MONOLITHIC 0 PAD 19 F-6 2'-6" x 3'-O" x 12' W/3 /5 EW. 87M. MONOL17HIC 0 PAD 19 TE-1 10' x DROP x CONT W/1/5 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONIC. BLK. W/ 1 FULLY GROUTED CELL WII-15 VERT. AT 6'-O" 0/C MAX. AND AT EVERY CORNER AND BOTH SIDES OF ANY OPENING MORE 714AN 6'-O" WIDE C-2 8x16 BLOCK CONC BLOCK W/2 FULLY GROUTED CELLS Wll-15 VERT. EACH CELL AS LOCATED ON PLANS C-3 IRREGULAR BLOCK 45' MITERED CONC. BLOCK IN FULLY GROUTED CELLS W/ 2-#5 VERT, C-4 4"X4" WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS VEAD fib ® STEP OUT FOOTER P/� L — — — J ■ \ UNDER SLAB \\\\ I 1 Cj AT COLUMN C2 CONDENSATE LINEcd F4 r1 ro o o 1 \\\\ L�� opco - Z o B" W X 5-)f D RECESS \\ 1 FOR PAVERS (FOOTING \\ m cd m DEPTH MEASURED FROM \\ o BOTTOM OF RECESS) W/ \\ ■ � 6- W X 3/4" D RECESS o \ \ 1 `* %0 I BEHIND: (SLOPED) \\ I I C W c F2 I CONC. PAD Z u- c,. F1 SLOPE 2 I I ® Z EEC. PANIL O OU EXTEND 5-1/ "DEEP .RECESS 4"` < 0� ,w_, PAST EDGE 01 OPENING; TYP. F2 o V A FINISH EDGEOFCONCRETE ® L---------------------_J m M J A4 AT REC SS, TYP: C2 IN Wc �/� N ® ® ■ ■ ■ ® ■ ■ ■ ■ O G V / ® ® SH 26 ® ® 0 1/4" = 1'-0" U.N.O. HEAD 8'-0" F5. F5 FOUNDATION 3'-8° 3'-7" 3'-7 S-8" PLAN A_1 9'-4" T.O.B.B. 9'-4" TO.B.B. . 11-4 T.O.B.B. 2'-8" 2'-3" 2'-3" 2'-8- 11'-4' T.O.B.B. 9'-4" 3-11' 2'-8" 6'-0° 2'-8" S-11 7'-2" 7'-3" 9'-10" 7._3" 11'-4' IV-1" 24'-e 60'-0" iFOR ° DRYER VENT LOCATI FRONT VIEW FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF I, FOR MOUNTING 2x MTL. STUD'. TYP. DRYER VENT ON a J EL 0 w N FINISHED FLOOR TYP. MEDICINE CABINET (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYR WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS - STUDS STUDS 0 EN 6 2X4 40/C) W/® FULL LENGTH AYER 0 0 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY &ATTACHED W / 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB 1 t� HILTI PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. GARAGE CEILING 4" 15" 2x4 STUDS - ELE PAN BAC BAC JME CT. a EL K TO o K W/ w TER � GARAGE FLOOR ELECT. PANEL / CHASE 0 io i 12° AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A Z503 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 168 S.F. GARAGE 661 S.F TOTAL AREA 3,387 S.F (2) /10 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED COILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 EMS 0 24" O/C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12° O/C CONC. FLOOR SLAB 44 IL HIL71 PINS .145" DIA x 1" LG. 0 16" O C W I- WASHERS `I INTERIOR PARTITION A-L ) 3/4' 1'-0 R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHERLOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS-AND TO 4'-O" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. . 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. IMPACT / LOW E TOTAL AIR GLAZING AT WINDOWS VOLUME CUBE AND SLIDING GLASS FEET = 23277 9 DOORS 21! U VALUE SHGC TYP. WINDOW IMPACT .62 / .25 VERTICAL HEIGHT SEPARATION IS 8" c n GARAGE FLOOR ELECT. PANEL / CHASE 0 io i 12° AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A Z503 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 168 S.F. GARAGE 661 S.F TOTAL AREA 3,387 S.F (2) /10 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED COILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 EMS 0 24" O/C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12° O/C CONC. FLOOR SLAB 44 IL HIL71 PINS .145" DIA x 1" LG. 0 16" O C W I- WASHERS `I INTERIOR PARTITION A-L ) 3/4' 1'-0 R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHERLOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS-AND TO 4'-O" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. . 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. IMPACT / LOW E TOTAL AIR GLAZING AT WINDOWS VOLUME CUBE AND SLIDING GLASS FEET = 23277 9 DOORS 21! U VALUE SHGC TYP. WINDOW IMPACT .62 / .25 VERTICAL HEIGHT SEPARATION IS 8" c n ■ ---- --------- O ao (2)SH 35 8" 14 4" ■ ®® ® ® ® ■Milli N ® — -- 9'-11" 6'-51 2" 1 1/ 13'-4"2'-4Z'_4„ OLINE---- PAVERS I ® COVERED NOOK _ °° 9'-4" cic. N ® 1 MASTER 1 LANAI `° '-4" CLG s ®I I -a^ -s SUITE " 10'CL 2880 ■ I 1'-7" (ABV MAIN S AB) M ^ L o 9-4"/10'-4" CLG. I O M c io N I I 12080 SGD (3 PANELS) 4'-4" \ " 3�-2" I i M ®Ig BEDROOM 3 0 �- — — — — — ' o I OPT. 2 " 9'-4" CLG. i ■ ISLAND E T. � Im CAN �I ■ OM 21,_2"rlF5 " 1'-B" 6'_0" 01 4" 12,_0. _ ® LAT HDR. 081-B" o a 2 -o" a I ' N o OI 3 N 10 Y o 0 v 2680 2680 I' ^ q 2 = w °c�' 5080 BP d Z HIS M a DW 9 — 9'4' CL 0 I GREAT ROOM . C J N 5080 BP a IDA" CLG. IT ® �9° W11L. n 2680 L H' RS I -' I W-4 CLG. O N 5'-10" 5'-10" - a _ iv M 9- CLG. M 12'-0„ W = m N o '-0 T 3'-s" ■ O LIS cJ �� BEDROOM Z o a0° 9'-4" CLG o N O m 2'-0" _ MASTER < °0 I ~" m `� ® FLAT HDR. ro O ® TEMP FRM S GL TO FLR BATH a -0 8" TOP OF G 0 84' A.F.F. 9'-4" CLG.. W_ ' k 7' l'-4% GH-IN 2880 ROMAN SHW LTB, _ B. N ® •a roo 0® ®58_2-"6 FLAT DR.¢ 9' %CLG. o 8• rn _ " c° 31 " 7'_0" ® 6'-6" UTIL; (2) LASS CORNER ACTIVE DINING _ —1 9 4 CLG 00 `LSO"-' I'z'-'o N HELVES 0 FOYER I c eo 48" & 60" A.F.F. os �s o 12'-4" CLG m 10'-8" CLG. I~00N VTR OPT D I 5NSRI O ■ ®� BACKING FOR FUTUA? UPPER CABINETS IT FROM 36"-96" OPTUL t In o DEN N 111 LW ro — J GARAGE SEPARATION ® 9'-4" CLG. ® ® ® ® ^� R-11 BATT INSULATION REQUIREMENTS PER W/ 6'-6 1_0. R302.6 RCHED o VTRA M ABV 2D ®® ®® ® ■ OENTRY BLW (2) S 26 ■ EWti 20 MIN. SOLID CORE ABV. 14'-8" CLG. B I O O DOOR W/ RIVE D JAMB OVERSIZED --" 22"x54 ® ®® ®® ® (ABV MAIN SLAB) ® WEATHERSTRIPPNG PULL ON STAIR L W�SW,LL J m 2 SH26 zi I low, ®� ® 0 ----- — — — — — — 1 "�x mm m cs 0 0 mm mm o o CS I MAR 1 8 2020 M oc0a� I'; Permitting Department I St. Lucie County, FL mm oCS � a 0 -' p 2 CAR GARAGE ATTACH P.T. 2X8 a ABV. GARAGE DOOR PER MANUF. SPECS SMOOTH COAT STUCCO FINISH e o EXCEPT AT DRYWALL SEE DETAIL THIS PAGE FRAME -OUT w Iz ELEC. & CHASE ■ 23'-0" ELEC. PANEL I HOSE BIBS o A -------� ® CHASE =uo m A4 N ■ m SH, 26O P 9'-4" T.O.B.B. 11'-4 T.O.B.B. 2'-B" 2'-3" 2'-3. 2, S-11" 2'-8" 6'-0' =8" S-11" 7'-2" 7'-3" 91-10" 13'-3," 11'-4 W-l" 24'-e 60'-0" �� �;- .ram''• PROJECT LOG JED FOR START 10-02-19 JED FOR PERMIT 11-01-19 R. REV.. 01-30-20 G COMMENTS 03-11-20 w a M g J CP w Lu w Q J - Z D N� 3 & p LL W s J h Z y r ❑ Z m Oa O Q Ln O t _ 'O LU) d d g CO o L��o rno acu � a-+. N ++ C a a Ln _ 3 cCe -C3 oa w �o au -w a o'ai3 o coM c E 0 w d a� 0 o �._.� aiL O >O `� c I— 2 cn 'a' c cu a2 I ct �c n `n :'�, MCI oxb y 0 �s r o C) r = g g Kai 0 1 W ti u_ O O 0 LLJ O Q J ' W QJ r7 (] 1/4" = 1'-0 U.N.O. FLOOR PLAN ,A-2 I Ianala Product Submittal Sheet RAISED STUCCO DETAIL -� V1NncxxRl k iii:=iMof p..'Pnbmsoon Nw izm ware P3as.4n s4e4 FOAM MOLDING L'YM Ii�IT'{"iKll��jYlll� I]Ivrvpcst=m'JeN✓ Sale',Slatil M m Forkle3315b F315.4]]4168 a-60" Y • - o s I r--EDGE ZONE "I a Mid Wall (M Style) Control Joint M fid Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts Ii available. � I %! i6]05. 7S.1/2" 31I2' solid flange, 1314" perforated Menge 16 Mid well Control Joint Designed to rolieve Press and assist In controlling creak In sumerwall finsh.Intersectlpns of Te avaflable. Us Patent Number ],]57 463 Caulk Il linterselustrasbtj ills, enEl oomersattme oP lnatallefon. Product Submittal Sheet II yl ep.com ratio NYRNull 10 13054]U 4e, Claekweslem Uano, hillding Sy2ltms lic Mlan mi 33100 13054]]4108 i RAISED STUCCO BAND I t� o liecal Soffit Vents (One Piece) 0 Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; piaster. :c IIIy1�'¢tTf',l,.T D.P.= +31.9 PSF O-34.9 PSF i6&. 'cN. CSri9300v 5/9" 3 Ids vet( p )6 a Il wldin pertmakd flanges 16 3"Sofii[Vents Continuous onadace Soffit Vent an 'enforoing rib to key into sal B,mp: plaster . Vent Clips are ymvded to conned Soffit Vent and to as rstin alignment Vent auto 15 squansfindear pIt lft. Caulk all atera lateral n burdj ta. lndeandiAmalSatlmep,almilllatpn ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3387 (SQ.FT°) x 144 = 487,728 SQ IN. 153,252 ER �SQ IN. 2SQ. IN. REQUIRED LINEAR EVENT A REA FT. (260 LF)VENT3,900 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS "S" BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE -Ell WOOD ROOF TRUSSES i 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ Ell GAILY M7L. DRIP ON 1X2 P.T. " 2x8 PAINTED TEXTURED - SPRUCE FASCIA - 2'-0" CEMENTITOUS FINISH ON METAL LATH W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-O" FIN. FL. SLAB _ e i^ PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5 11 DRYWALL OR 1/2" "TOUGHROCK" (DR EQUAL) APPLIED TO UNDERSIDE P TRUSSES CONC S TILE, TYP. �■III�I I■I D.P.= +32.2 PSF D.P.= +3P-9 PSF BLW. 0 -35.1 PSF O -34.9 PSF FIRE STOP I D.P.= +31.5 PSF O-34.5 PSF Ill1#5 CONT.MASONRY TOP BOT - FILLMW/ CONC.- j 12 6 i Will AIAj� AIAIAIAII�� AIAIAIAI�•j� �' .�II�IAIAIAI�I�Ih o rg MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH o o ON BLOCK WALLS, TYP. CONT, METAL POUR STOP I D.P.= +29.7 PSF 1/2" DRYWALL O -32.6 PSF IX2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE I WOOD BASE /\ a=6'-0" MONO. CONC. FOOTING SEE FOUNDATION PLAN TYPICAL WALL SECTION SCALE 3/44 = 1'0" i rh=6 -0 --EDGE ZONE I I I t I I I EDGE ZONE I I I I \ I I I I I IXED.GLASS "� XED.GLASS .p iV tV I 0 I m 0 0 I i i t0 iD I -- -- -- D.P. +34.8 PSF D.P.= +34°8 PSF D.P.= +34.8 PSF 0 -37.8 PSF 0 -37.8 PSF O -37.8 PSF D°P.= +33.2 PSF I 36.2 PSF I it RAISED STUCCO DETAIL 0'-O" FIN. FLOOR SLAB D.P.= +33.5 PSF STUCCO BASE 0 -36.9 PSF FRONT ELEVATION - MISSION r- P.=6-0 EDGE ZONE I I I I I I I I: b6 MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH TV ON BLOCK WALLS, TYP. ` 0'-0" FIN. FLOOR SLAB REAR ELEVATION a=_6.-. EDGE ZONE -j I I I I I I I I I I 10'-80- T.O.B.B. 9'-4" LO.B.B. MAR 19 2020 Permitting Department St. Lucie County, FL 14'-8" T.O.B.B. OL 11`-4" T.O.B°B. OL 9'-4 T.O.B.B. PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-01-19 BLDR REV 01-30-20 BLDG COMMENTS 03-11-20 w LL W M a adb J N uJ W u Z z W & 3 LL aw 3 LL m Q a 'I o Q n Z d o O a 0 cu 0 +� 0 O -°Jo C t c`o ` G Ln 3 C7 Ln cv3 +_Ln CID��.��o ro c a2 -ICU �- 0. cco rca o aJ (V c Ovn v � 03o �oc o =(10 UL :ES'a I- _o N CM , OCJ Ojr,-O U vi O ro o C7 Z N Ln 'aNLn _� G LJ'V s La rr 0 O C C Q a � T real Ln I fall O u- OU O O ,-t O Lu U Q � J all M El En ®®®® 1/4", =1'-0" U. N.O. ELEVATIONS D.P.= +29.3 PSF `i -34.0 PSF LEFT ELEVATION - MISSION - ,, R - , 1 n ., Y PROJECT LOG ISSUED FOR START 10.02-19 ISSUED FOR PERMIT 11-01-19 BLDR. REV. 01-30-20 BLDG COMMENTS 03-11-20 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' 01 5'-0" :I ■ I, o D.P.= +34.8 PSF "o O -37.8 PSF 1' PROVIDE CEMENTITOUS D.P.= +33.9 PSF D.P.= +33.9 PSF FINISH PRIOR TO O -36.8 PSF O -36.8 PSF METER INSTALL --- -- °`7717 COV. PATI TYMCAL %NSTALLATION WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE CAULK BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUR SPECS MORTAR OR �'< • WINDOW INSTALLATIO. ' GROUT a a •• .a 4. a .•• 1/2^ ! • n ,, a.. • .. SET SILL IN FULL DRYWALL • ao MORTAR BED AND HEAD JOINT STUCCO OR ,• 'a DECORATIVE � A •: ,. CEMENTITIOUS COATING • 3/4° FURRING TO • MASONRY WALL ° . ' B" C.M.U. aIs PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 12 6� PRE ENGINEERED WD. TRUSSES 24" 0/C TYPICAL R-40 BLOWN IN (INSULATION A AT ALL A/C AREAS XXYXYJE- KITCHEN BEYOND N 0 0 m COV. E T °=6,-O" EDGE ZONE I' 14'-B" T.O.B.B. I it'-4" T.O.B.B. Zpr 9'-4" T.O.B.B. Lu a m Lij r J D. +34.8 PSF a LJ I z 3 -46.6 PSF L W Z & z 3 m 0'-0" FIN. FL. SLAB J 0 R 0 Q RIGHT ELEVATION - MISSION STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' 01 (®1FOR IN ,I -� ICI ICI ICI ICI ICI W_0 W_ -1 Im11u1m1n1m1m1 ICI ICI ICI ICI l�1 ICI l�l ICI ICI 1�1 A -A SECTION z `o O Ln o -0 LLI � �- — 5 ai O n o m aw s c O 4 is aci s _ c Ln C7 vi c �n 3 c' _ 1l=j Tc o a E ao m E E .W O oc 1j c = u N aci a oc O Y 14'-8" T.O.B.B. Z a n 10'-8" T.O.B.B. 9'-4" T.O.B.B. E w TU AFe�1 . o g o rn; tmenti Ing Lj.- 6 L"St. cis c 4Y 4 Ui Q 0'-0" FIN: FL._SLAB g ��sVVV//�fff _u _7pr law Iowa �LQ 0 c " h e CONC. COLUMN WEATHER STRIPPING 1x2 MIN. PIT. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY BY DOOR MANF. 1-1/2" CASE HARDENED COIL PERIMETER SEALANT 2x6 P.T. BUCK RIPPED GARAGE DOOR NAILS AT 12° 0/C: MAX: CONC. OR MASONRY TO WIDTH OF DOOR JAM GALV.CONC. TRACK BY NE FASERTTENED BY MANF. FASTENED TO TRACK BRACKETS W / tL OR MASONRY ° ° ' QO ix6 P.T. BUCK SET IN SEALANT AND NAILED W 1-1 2- CASE HARDENS / / SET IN SEALANT FASTEN W/ i/4" DIA. x 3-1/4" TAPCONS 3" FROM E.E. =20x1/2" OO COIL NAILS AT 12" 0/C: OQo 0 AND 12" 0 C MAX. / ol i/4CARRIAGE ° ,op MAX. ° o° oQ BOLTS & LOCK NUTS DRYWALL BOARD DOOR TRIM GALY. SR. TRACK CAULKING BRACKETS FASTENED F`ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME TO W000 JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ 3116"xi-1/4"LAC SCREWS W/ 3 i6" TAPCON SCREWS (2) 16 GALY. x 2" 2x8 P.T. ATTACHED TO 0 12 O/C. MIN. 1-1/4" EMB D DOOR FRAME FASTEN TO BUCK W/ SCREWS 0 2'1 0/C N METHOD DF ANCHOR 0 2-0 WEDGE FATTNACHMENT SHALL ANCHORS ®2'-0° 0/C VERT. PERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON DOOR TRIM VAIL WHEN SUBMW'TED (6° MAX, FROM ENDS) AND STUCCO FINISH SCREWS ®2'-0" 0/C PERIMETER SEALANT COMPLETE INsmucnays z° FROM INSIDE EDGE of 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) IF GARAGE bODR VERTICAL REINFORCEMENT ALUMINUM FRAME, FASTEN REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE TO STRUCTURE THRU BUCK DOOR THRESHOLD SET BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, W/ 3/16" TAPCON SCREWS ALUMINUM FRAME' OOR FRAME FASTEN IN BED OF CAULK & 4" MIN. EMBD MAX. 6" FROM EACH SIDE OF THE 0 12 0/C. MIN. 1-1/4" EMB D SECURE FRAME TO SILL TO BUCK W/(2) 3/i15% FASTENED TO SILL W/` BRACKET. WITH SILICONE I 2-1/2" TAPCON #8 x 1 1/2" SCREWS PERIMETER SEALANT CAULKING SCREWS 0 2'-0- O/C 0 18" O/C STUCCO FINISH PERIMETER SEALANT k—CONC. OR MASONRY FLOOR COVERING FLOOR COVERING 1x2 MIN. P.T. BUCK SET IN OO° gO Qo ° d a ' SEALANT AND NAILED o .Oo ;,,, 0 J'Qpo ° O o o W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD PRECAST OR POURED SILL W/ 1 #5 BAR o °00 d GROUT BED o o CONC. FLOOR SLAB CAULKING PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT sTucco FINISH JAMB DETAIL WINDOW (WINDOW) SILL DETAIL WINDOW (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 Z J LL 0 W iYy 0 0 O O 0 w U O o Q J ' W 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS A�, 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 & ix 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. FILE COP --- 6 NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER ENG. AND APPROVED WOOD TRUSSES SEE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE TYP, WALL SEC71ON FOR ACTUAL HEEL DISCREPANCIES AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE PRE-ENGINEERED WOOD SELECT CONNECTOR BASED ON LOADS ROOF TRUSS 0 24" 0/C SHOWN ON FRAMING PLANS SIMPSON MGT W/ 22-10d INSTALL PER. MFR. SPECIFICATIONS NAILS INTO TRUSS SEE PLAN 1 vx VCONT CONIC. TIE BEAM OR MASONRY BOND BEAM RY BOND BEAM (1) 5/8" ANCHORSTOP INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# FASTENERI ALLOWABLE LOADS SIMPSON MODEL NO. CMU C NCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4" 6-1/4"xi-3/4" 575 LBS. 2400 TITEN l TITEN HU210 8-1/4"x2-3/4' 8-1/4"xl-3/4" 575 LBS. 2400 TITEN 11TEN 1 A5 CONNECTION DETAIL (i CONNECTION DETAIL @ CONNECTION DETAIL (16) WSJ TO G. T. USP KCCQ44 OR SIMPSON CCQ449d&2.5 e •, SIMPSON KECC044 FASTEN PER MAN F SPECS e e e s e OR APPROVED EQUAL 5680 �" � MAX 71051 UPLIFT MAX. • (14) WSJ TO WD. POST WOOD POST WOOD POST SEE FRAMING PLAN SEE FRAMING PLAN (14) 1/4' x 2-1/2" SOS THROUGH POST (6) 1/4'x2-1/2' LG. • SOS SCREWS TO POST 'SIMPSON HDU5" HOLD DOWN SIMPSON HDU5 6 OR APPROVED EQUAL HOLD DOWN 56451 MAX • 5645/ UPLIFT MAX r ' u (1) 5/8" DIA. (1) 5/8" DIA. WEDGE ANCHOR KEDGE ANCHOR 4" MIN. EMBED. A 4" MIN. EMBED. II owe A5 CONNECTION DETAIL A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH PRE-ENG WD. TRUSSES 0 24" 0/C TO CROSS BLOCK W/2-16d NAILS (SEE CONNEC77ON SCHEDULE) AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG WOOD TRUSSES SEE TYP. WALL SECTIONS 19/J2" EXT. GRADE PLYWD, NAILED ACTUAL HEEL AND 0 6' 0/C AT PANEL EDGES & 12' 0/C OVERHANG CONDITIONS FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL NAILED TO ROOF TRUSS W/ � � I (J)10d NAIL$ NOTCHED AND TOENAILED W/ PLAN I (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2 x6' PCS. EXTERIOR PLYWOOD TIE BEAM OR BOND BEAM HOT TO WALL W/ Jr PINS 0 12' 0/C (7TO CONTOUR OF R1%4 CH SEMBED) 5/8' WEDGE ANCHORS 0 24" 0/C �( I I EMBED "xl14'ISTEEL WASHERS BOX -OUT DETAIL N.A5 SCALE, 1 4 20 CROSS BLOCK 0 24" 1/2' 3/8" O/C TYP. TOE NAIL EA. END W/(3) 16d 1/2" DRYWALL OVER } NAILS TYPICAL FURRING Ll Y� TYPICAL TRUSS CONT. 2x4 NAILS EA. STUD ON W/ 3-i6d CONNECTION DETAIL EXTRA LAYER OFi/2" A5 ALLOWABLE LOAD 1061 W/TRUSS UPLIFT DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION VIEW 8 ROOF SHEATHING NAIL PER SCHEDULE CONT, FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8' O/C (3) 16D TYP. 2x4 LADDER FOR O.H. 0 12' 0/C j 16" MAX. CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C ((2 iod TYP. EA? TRUSS WALL SHEATHING NAIL PER SCHEDULE v — i `— GABLE END FASTEN TO SLEEPER W/ i6d NAILS 0 4" O/C TYPICAL REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 CONT, 2X4 SLEEPER FASTEN TO BEAM W/ HILTI T-BRACE AT EA. WRT. XDNI 2-5/8" LG. 0 6" O/C NAIL w1i6d NAILS 0 8" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS PLAN W W 0 EA. TRUSS VERT. WEB (24" 0/C) AT T-BRACE CANT, CONIC. OR MASONRY TIE BEAM SEE TiE BEAM SCHEDULE A5 CONNECTION DETAIL 20 LATERAL BRACING 0 4'-0" O/C 6110"llol1 CONT. 2x6 PT. BUCK FASTENED TO LiNTELS W/ 1/470",LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNIl-62-PO 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY iF FREE EDGE DIMENSION EXCEEDS 24 SEE END W/ (4)16dNNAILS. AIL TO BUCK Ai EACH EDGE OF MASONRY OPENING 19/J2 EXTERIOR SHEATHING W/PAPERBACKED HI RiB METAL LATH 20 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-1/2" COIL NAILS A A4 I 1'-'T0. 1 9'-4' TO.B.B. A5 MIMI, MOIL 11 e 12 � I — 13 e o "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4' 1413 584 581 170 8F24/181T 2 4'-6" 10000 250 6849 100 8F40/1B1T 3 3'-6" 10000 250 7428 100 8F16/181T 4 4'-0' 8859 270 5572 100 BF16/1131T 5 4'-0' 8859 270 5572 100 8F16/1BiT 6 S-6" 10000 250 7428 100 8F16/1B1T 7 10'-6" 1664 1172 830 307 8F16/181T 8 13'-4" 3250 810 1178 206 BF32 181T 9 17'-4" 855 250 374 100 8F16/181T 10 5'-4" 5809 250 3057 100 8F51B1T 11 3'-6" 10000 250 7428 100 8F16 1B1T 12 4'-0' 8859 270 5572 1 100 8F16/1B1T 13 4'-0" 8859 250 5572 100 8F16/101T 14 7'-6" 2882 977 1548 323 8F16/1B1T 15 5-10" 1002 0 722 0 BRF6/1BiT 16 5'-10" 10000 976 5480 266 8F44/1B1T 17 7'-6" 7857 876 5480 250 8F327lB1T 18 3'-6" 10000 295 9578 113 8F72/1B1T 19 7'-6" 7857 250 3323 100 8F32/iBiT I 3ELOW ABOVE 15 16 I I 19 A5 9 A5 I I I I A A4 N. INIRED 24" /C' A5 I I 17 1 A5 cd • cd rs d o ti o O 70.B.8. 'ii�/ (D e I I I I I J Fl I,, PULL ON STAIR W/SW. LT. ' I I O A5 0.8.B. O.B.B. 9 A5 0 0 O O A5 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FORPERMIT11.01.19 ELDR. REV. 01-30-20 a M Lu W N � J ^ � J N uj J- Z W J W z J J a Z S Q Z = t Oa 0 N coo Er co 'a" y caw m a25 a)o&a� + @ca- c 0 -0 c co �55 vi cEn 0 a�iY Ln cu a) a a w � c auaaa E n o o �' '^ cn 8 E: cco w oE2Eao ` o as cu = C O. :3Q' c = o L.9 U1 as O i ' � ]L a � m O $ 45 QJ � H Z � C) O O Lu 8 O U m � J ~ W --j (! I 1/4" = 1'-O" U.N.O. 1 FRAMING Y5 PLAN 9' 4 TO,B.B A-5 11 TO. B 8 IIMIN al, COPY j DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING ' DIAPHRAGM ZONE 1 I ZONE 2 ZONE 3 PANEL FRAMING EDGE I INTER. I EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDARIES REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RINC- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32' 24" OIC MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 6' 0 C SHANK 6" O C SHANK 6' 0 C SHANK 4" -0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 1 19132 16" O/C MAX. 8d RING- SHANK 1 4' 0 C 8d RING- SHANK 4" 0 C 8d RING- SHANK 6' 0 C NAIL CORNER STUDS AT 4" 0/C MAX, TIPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32 16 15132 16" AJC MAX. 8d RING- SHANK 6" O C 8d RING- SHANK 6" 0 C 8d RRNG- SHANK 12' GIC BLOCK FREE EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS.- ?, 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS flE-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-112' - 990 1 1980 1 335 1 670 1 245 490 TC-2 TA14 7 10d x 1-1 2" - 1205 j 2410 1 335 1 670 1 245 # 490 TC-3 HTWM16 8 10d x 1-1 4 1 4" x i-3 4' WAB. 1125 1 12251 1225 1 - TC-4 HTA16 9 10d x 1-1 2" - 1870 1 2430 if 1 710 f 1310 270 1 1215 TC-5 HTW20 20 10d x 1-1 2" 24 10d x 1-12' 1530 1 1- - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. a. EDGESTRIPDEFINED ASTHELESSER OF 109 2 405 OF HEIGHT H 81U NOT LESBUILDING THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. z- - - - - - - it 1. 1 7-- ° - - - � --.--; �\ / I i 1-- --- -------� O I 2 ---------------- /A I G i , 2 NOTE: SEE DIAPHRAGM Z i 2 �\ SCHEDULE FOR ROOF ZONE ,/ NAILING REQUIREMENTS. 1--- ----� ROOF ZONE DIAGRAM USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. NOTE THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 I I I TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD �(2) SIMPSON H10 CUPS ON 1 TRUSS ST STAGG. & ATTACHED TO 2x6 CATS 0 24' O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DE TAIL " 1 I I11jli 45 rBbar min. " ro . w ; muiw.iu murzw ia�uniw s�. ¢o w moiwau pu.¢w ia�uaw e. Teo to TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER APPROVED TRUSS ANCHOR BY BUILDER ALL WALLS SHOWN ON THIS LAYOUT SQUARE CUT OVERHANG ARE TO BE LOAD BEARING 9'-4r' 6 � ' 10'-8» 11�-4" ' ' OOOOO BB. RG. 2'-0" 14141 TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL J INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 CQ HGUS26-2 @D HGUS28-2 © HHUS46 ( LUS24 (Z) HUS26 © THDH26-2 QD THDH28-2 Q THD46 ©JUS24 K 1190 LBS. MAX. TC-2 k 9'-4" CLG 164 LBS. MAX. TC-1 ce)H H k H r) J1 i 1594 LBS. MAX. (2) TC-l' 10'-4" 660 LBS.' CLG Tc-1 L (ON N t er+ O 61, coL Q Q Q Q Q Q Q Q Q 9'-4" CLG LBS. MAX. TO-1 r- co rn Q 4 Q Q U) cl) ^. BRG POST L TOP AT 9'-4" BRG POST X \ g TOP AT 9'-4" CLGJ 9'-4" N CLG u LBS. M V1 9'-4 TC-1 CLG 12'-4" V3 10`-8" CLG CLG J2 1'-6 J2 KNEE WALL V5 KNE WALL CLGBUILDER AA r-7- r- 7- 7r E_ . BY BUILDEf228 L .MAX.CONNECTIO7 IIIINTC-1 BY BUILDER1 9 48" C L S. AX. 7 " Z7 E2 C G A A k D1 3389 LBS. MAX. ,D3 SEE DETAIL 2/A5 000 ;!r:z-M r_ r_ r_ E� E� r_ K__ E3 136 LBS. MAX. IF TC-1 0 48" O.C. N � 751 LBS. MAX. TC-1 1 Oni rn 1 D1 16419S. MAX. 164 LBS. MAX. 164 LBS. MAX. CLG 7C-1 TC-1 TC-1 D4 J3 c� 256 LBS. MAX. TC-1 J3 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 f= J7 PROJECT LOG ISSUED FOR START #010 ISSUED FORPERMITBLDR. REV. uj Lli e e Lu W CL w LL J Z 0 W Lu 3 J z 0 Q �- 0 a O 0 y@, o m -c m� � c0 W M= O- ca. O m: o o L c O m cu t � S _m O GA a� .a f0 t0 p++ N ;✓� ++ C (n c� E ra Lu O = p C1 � �$ d GA _ > is O o N. N p po coo 'o is n C�7 2f o- Gj Ca. Ln H__ 2506 LBS. _ S DETAIL 2/A5 09 ago U- � z L O L O 0 J3 0 W D9 L f' O J1 $ 1 0 _J O O O O O 0 W H J t!i 0 1 1/4" = 1'-O" U.N.O. 0 co c'S 2r TRUSS S� 131 LBS. MAX. T�,s7f� PLAN - A-6 256 LBS. MAX. - _ --- TC-1 \m. w al . ELECTRICAL SYMBOLS NEST ® DUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK e DETECTOR ® EYEBALL (� AT 12" A.F.F. SINGLE POLE 7 PRE WIRED j SECURITY USB STATION Q� DUPLEX RECEPTACLE Qy� SWITCH 220 V.RECEPTACLE FLOOD LIGHTSF.P.&L METER B AT BASE 3 THREE WAY AT 12" A.F.F. sa SMOKE 8 & DISC. QD DUPLEX RECEPTACLE SWITCH Q HVAC DETECTOR CARBON ® BREAKER IIC AT 8" ABV. COUNTER �4 FOUR WAY I THERMSMOKE OSTAT �; PANEL MONOXIDE DETECTOR Q INTERCOM SWITCH (� EXHAUST DUPLEX RECEPTACLE .SWITCH I AT 60" A.F.F. y FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET � DISCONNECT F L EXHAUST FAN DUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F. X PADDLE FAN W/ LIGHT GFI W/ OR WO/ LIGHT GROUND FAULT D DIMMER T FLUSH IN FLOOR FLUORESCENT 7R LV DOOR 'J' RELEASE ?DUPLEX RECEPTACLE SWITCH SPEAKER FIXTURE CLG UNITED.Qy VOLUME II TOP REC. SWITCHED �K KEYED IN CLG. INCANDESCENT LIGHT CONTROL Q� DUPLEX RECEPTACLE I� SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX II W. WATERPROOF KEYPAD WALL OUTLET INCANDESCENT � WET LWT RECEPTACLE DUPLEX RECEPTACLE JUNCTION SPEAKER LOW VOLTAGE ,,UC UNDER COUNTER BOX HOME RUN ® C HAT ® TRANSFORMER CLG MOUNTED O INTERCOM p DOOR CATS ® HI HAT FB FAN BOX I STATION I CHIME HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA41009' 2 AHU HEAT STRIP. 2 60 6 0 2 A/C COMPRESSOR 2 40 8 0 0 2 ELECTRIC COOKTOP. 2 50 6 10.0 0 2 DEL WALL OVEN 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5. 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 1 20 1 12 1.5 0 14 GEN. LIGHTING 1 15 14 7.3 0 48.2 9.8 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 65% = 6.24 TOTAL = 31.52 x 1000/240 = 131.3 AMPS 200 AMP SERVICE p OMETER DISC. COMBO "A" PANEL 200 A ALL VANITY LIGHTS TO NOTE: DETECTACCEPORS TABLE BESMOKE LED Af 1101 EE 100 A.F.F BRK SMOKE-9120B C/O-SC9120B KIDDE SMOKE-21007581 NOTE: ALL EDGE OF SWITCH PLATES C/O 21006377-N TO BE NO LESS THAN 4" FROM OPENINGS NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS LOCHOTE: GARAGE PUSH BUTTON INCLUDING SMOKE DETECTORS PER ED 0 60" ABV GARAGE FLOOR 2017 NEC 210-12 (B). 72" MAX. 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 Finb]-V -k 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. (1) SETS OF (3) 14/0 AWG. 1NWN IN 2 CONDUIT O — 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD fll AND TO ONE REINFORCEING BAR IN THE FOUlVDA77ON 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2503 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7509 / 14 (GEN.LTG.CIR.) = 536.4 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA PROJECT LOG ISSUED FOR START 10-02-19. ISSUED FOR PERMIT 11-01-19 LU m m 0 L IJ v�i J r m u J L4 d j NMN a z m J LL x LL J L J J W Z 0 K 3 = z z Q a o Z u n O d Co w ru o rn ra rn .tjtj c Ln cu -E c O o 4- r`a a=i CO _a cu o c 32 ro c au -oo -a -o a ra 0 En o aJ W o O ca :� _ L }J _ i O Q) ai = ci Q v u O cn o' as 'a oo Co V w W E= N onz"CL � Q J 0 O O 0 LU 8 o O 0 J r 0 LLJ '', 2: 1/4" = V-O" U.N.O. ELECTRICAL PLAN E-1 11,� f t Cor" PROJECT LOG ISSUED FOR START 10-02-19 - ISSUED FOR PERMIT 11-01-19 DO NOT SCALE PLANS mw-o1 9631 KNOLLWOOD LN FORT PIERCE, FL 34951 AIR CONDITIONED VOLUME - 23277.9 CF DO NOT SCALE DRAWING w a m 0 � m o W ui LLJ ¢ X J Z 031 W W a J °, 0 Q W Z o fQ N -O LL co O- CL O .= _ O a)co C N -p -0 a Q. pi-+ O U� a--i C L U CE "O O LU O E E O 4d E 7 p C V !o In m LD LLI N U 11 21, Aft 0 am Lu L, E 0 `> I0, r c cr J 04 rr C1i I h u 2f 0 0u o w 8 O U � L w 2 1(! 1/4" = P-0" U.N.O. MECHANICAL PLAN M-1 $., o