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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY PROJECT LOG ISSUED FOR START 12.14.18 ISSUED FOR PERMIT 01-07-19 mw Z o �Q zw I om �vz �p mN ~z 1 CO f � O z 1-G LU f � ce m � a z Moo Zz u33z aw wZO ��oaU) 3v� s 0 00,000 r wld � pW a O eiOU U. L i w g U W ? 3 R W J VJI,y„Was jE5¢�S GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2011 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 COUN TY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY, 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL, PER F.B.C. 2017 ABBREVIATIONS ASV ABOVE W AFF ABOVE FINISHED FLOOR � W AHU AIR HANDLER UNIT x B.F. Ell FOLD Q p C B.P. Ell PASS I¢ U BILK. BLOCK O aS��„- u.t BLW. BRG. BELOW BEARING u+ �n o BTM. BOTTOM s - w .z z 0 s 0 CLG. CEILING CMU CONCRETE MASONRY UNITS W d COL. COLUMN accc r CONIC. CONCRETE o s ��'- CSMT. CASEMENT w-. v DBL DOUBLE max¢ DIA. DIAMETER DISP. DISPOSAL v OP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE EXT. EXTERIOR F.B.C. FLORIDA BUILDING CODE F.R. FIRE RATED FR FRENCH DOOR FIN, FINISHED FL, FLOOR G T, GIRDER TRUSS GA, GAUGE GAL V. GALVANIZED GFI GROUND ND FAULTINTERRUPT GL, GLASS CWIB GYPSUM WALLBOARD GYP.BD. GYPSUM WALLBOARD HOT. HEIGHT HPS. HOOPS HR HOUR HS HORIZONTAL SUDING HVHZ HIGH VELOCITY HURRICANE ZONE INS, INSULATION INT, INTERIOR LG. LONG UN, LINEN LT, LIGHT LT, LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST FlRESTOP HORIZONTAL 0 CEILING &WALL INTERSECTIONS OR 8'-0" 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE iz2 P.T. SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED MIETER'& FAREL'S-..AS--REQUIRED. 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 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. WIRE SHALL BE THHN NOTED OTHERWISE. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL COPPER. UNLESS USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS W4HRE SPECIFIED SHALL BE FILLED W/ 3000 PSI 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 BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE GRAVEL CONCRETE. LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED. ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS MALL 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 OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE THE DESIGN. - A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 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 4.IN AREAS OTHER THAN HVNZ 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. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 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 RENEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. CLEARANCE OF ONE-HALF INCH FRIM C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IK 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET METAL SCREWS. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. g, PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS M.T. METAL THRESHOLD STL. STEEL COLUMN SCHEDULE. 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PANS. - MAX. MAXIMUM SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REWIRED, SHALL 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 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS MFR.ICR MANUFACTURER TEMP. TEMPERED TEMP. O TO THE TIE BIM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING DRAWINGS. SELECTED BY BUILDER. MICRO. MICROWAVE T.B. THROUGH BOLT THROUGH OUT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES B. ALL INTERIOR LOAD BEARINGS PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND M.O. MASONRY OPENING T.O.B,B. OP OF MASONRY BOND BEAM HORIZONTAL BOTTOM EACH STUD, PER 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE 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 "L' TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.Y. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. OVER HEAD DOOR TYP. TYPICAL 5. GENERAL NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 0/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE B CONTINUOUS THROUGH BOND BEAMS MARK -BB-) REINFORCING SHALL E 2. ALL BOND ( ) P.L.F. POUNDS PER LINEAR FOOT ILL UNDERWRITERS LABORATORIES V.I.F. VERIFY IN FIELD - A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530 05 A.S.C.E. TURAL DES / BEAMSONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 14. IN KITCHENS DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. POUNDS PER SQUARE FOOT 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 DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK PROVIDE AN APPROVED CEMENIITOUS MATERIALS AND THE WOOD AS PER CODE SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE WORK. 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PARTN. PARTITION WC WATER CLOSET 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 692- 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 BATH LIGHTING CIRCUITS PLYWD. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS C AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHALL BE R.O. ROUGH OPENING FOR MASONRY STRUCTURES 10. HEADERS FOR FRAMED OPENINGS GREATER THAN W-C" MUST BE ENGINEERED AND TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMRT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) &G.D. SLIDING GLASS DOOR SUFFICIENT TO MAINTAIN A CLEAR. UNOBSTRUCTED CONT. CEt1. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SF SQUARE FOOT 11. ALL HEADERS OVER DOORS AND WINDOWS TO (2) OR (3) UNLESS OTHERWISE 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 IN WALL THICKNESS). NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON .ALL WALL THICKNESS). ARC FAULT -INTERRUPTER PROTECTION PER NEC 210LYI REQUIRED FOR ALL VOLT, LIFT OVER 4'-C' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AID SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL UNIT SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. SINGLE ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHE ULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SERE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174,10 R12 9100 OHD 16080 WAYNE DALTON N/A W/ j-1/4' WASHER & 2-3/4" MIN. EMBED. D.P= PSF +39.2 PSF -43J PSF -3 MI EDGE DISTANCE. 6" FROM END " -34.5 -34 .8 PSF B FL-9174.10 R12 9100 CHID 8080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4" MIN. EMBED. D.P= +29.9 PSF +39.2 PSF -43.7 PSF 2-3/4" MIN. EDGE DISTANCE. 6" FROM END -32.7 PSF C FL 17499.4 SH 24 MI WINDOWS & DENS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF D FL 17499.4 SH 36 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.2 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX, SPACING & 2" FROM EDGE -35.2 PSF E FL 15349.1 6448 ARCHED FG MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.1 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.4 PSF F FL-7630.4 PR 3080 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.-- +31.3 PSF +50.0 PSF -50.0 PSF 6- it 14' O/C MAX. SPACING. -34.2 PSF G FL 17499.4 SH 26 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-i/4" MIN EMBED D.P.= +33.8 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.8 PSF H FL 15349.1 4020 TRANSOM MI WINDOWS & DRS NON 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 FL 15349.1 4223 ARCHED FG MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W11-1/4' MIN EMBED D.P.= +35.2 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3" FROM EDGE -38.2 PSF J NOA NO 4040 Bx8 GL BILK MULIA, INC NON IMPACT DRIVE PINS W/ 1-1/4' MIN. EMBED. CORNERS 0 D.P= +33.6 PSF +55.0 PSF -55.0 PSF 17-0821.14 3- MIN. & 3" MIN. O/C MAX. SPACING -37.5 PSF K FL 15349.1 4020 TRANSOM MI WINDOWS &DRS. NON IMPACT 3 16` TAPCONS W 1-1 4' MIN EMBED / / / D.P.-- +35.2 PSF +55.0 PSF -55.0 PSF - EQUAL SPACING & 3" FROM EDGE -38,2 PSF L FL 17499.4 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P: +35.2 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -38.2 PSF M FL-7630.1 2880 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +33.5 PSF +50.0 PSF -50.0 PSF 6" & 14' O/C MAX. SPACING. -36.5 PSF N FL 17499.4 (2) SH 26 MI WINDOWS & DRS NON ::PACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +32.3 PSF +55.0 PSF -55.0 PSF J 0 ID" O/C MAX. SPACING & 2- FROM EDGE -36.0 PSF 0 FL-7630.1 2680 SOL UTE THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +33.5 PSF +50.0 PSF -50.0 PSF 6' & 14' O/C MAX. SPACING. -36.5 PSF P FL 15349.1 12020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P= +33.2 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.2 PSF Q FL 22401.1 12080 SGD MI WINDOWS & DRS NON IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED D.P= +30.0 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -33.0 PSF R FL 17499.4 SH 26 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.1 3120 TRANSOM 0 10' d/C MAX. SPACING & 2' FROM EDGE -34.8 PSF S FL 17499.4 SH 26 MI WINDOWS & DRS NON IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF FL 15349.1 3120 TRANSOM 0 10" O/C MAX. SPACING & 2" FROM EDGE -38.2 PSF T FL 17499.4 SH 26 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P. +312 PSF +55.0 PSF -55.0 PSF FL 15349.1 3120 TRANSOM 0 IC` O/C MAX. SPACING & 2- FROM EDGE -36.2 PSF U FL-7630.1 28BO SOL UTE THERMA TRU N/A 1/4" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P= +33.5 PSF +50.0 PSF -50.0 PSF 6- & 14° O/C MAX. SPACING. -42.5 PSF V FL 17499.4 (4) SH 26 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +30.0 PSF +55.0 PSF -55.0 PSF FL 15349.1 12420 TRANSOM 0 10" O/C MAX. SPACING & 2" FROM EDGE -33.4 PSF W FL 15349.5 (2) 12020 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P= +34.1 PSF +55.0 PSF -55.0 PSF TRANSOM EQUAL SPACING & 3' FROM EDGE -37.1 PSF X FL 17499.4 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +34.3 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -37.2 PSF Y FL 17499.4 SH 23 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P= +35.2 PSF +55.0 PSF -55.0 PSF 0 111" O/C MAX. SPACING & 2' FROM EDGE -38.2 PSF Z FL 17499.4 SH 25 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +34.3 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -37.2 PSF AA FL 15349.1 4223 ARCHED FG MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +35.2 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -38.2 PSF AB FL 17499.4 SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.6 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.6 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1/4" HORIZ. MI WINDOWS &DOORS 1/4' TAPCONS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP &BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 L ROOFING NOA NO, 17-0822,15 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf.. CAPISTRANO CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGAS USA MEMBRANE: POLYSTCK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. INC. PUES 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 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" O/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL. HURRICANE PANELS FL 16293.1 HURRICANE STORM 1/4' -20 x 3/4" S.S. 37.7 PSF +49.0'PSF -56.0 PS 120" MAX. SPAN GALV STEEL PANEL PANEL KNURLED STUDS 12-1/2" O.C. TOP AND BTM MANUFACTURING, INC BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12, DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI DR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED PLUMBING NOTES CONCRETE BELOW GRADE-3' PARTITIONSMAY BECONSTRUCTED 20 0z (GYPSUM 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH DRYWALL WITH 1OF DRYWALLNTERIOR STUDS,NWBHAR/-EIN2 EACH SIDE. ATTACH LONG ON 0.006 VISQUEEN (OR EQUAL) ON CLAN WELL COMPACTED FILL 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 SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL H CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE, SUBSTRATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION INTO HORIZONTAL WOOD RIMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 4, FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 8, INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8°. USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC f0011NGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER AT ERIDNGR. RAT( VIAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF DOWLS TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT( -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES RREEMENT _ EINFORCb BY THE D7. OWELS AS VOLUM AL BA SAABOVE.FORCING 1-1/2' LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN, WHERE SPUCED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16.. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL° 8. 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. AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON 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 OTHERWISE, ^ 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 WITH SOUD WOOD 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER DOORS NOT LESS KHAN 13' (35 MM) THICK SOUD OR HONEYCOMB CORE STEEL DOORS NOT PROPOSED SINGLE FAMILY RESIDENCE BY: ��1�! h�Q'I��E� SAWGRASS LOT 286 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS N (V ❑ IN ❑ N t0 m 0 18V 36" 52d" 25j" 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' Ix, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK , 38" 70" 38" AN ' SH 35 S y ems' In ek TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 2005 EDITION. MA7EP,ALS r P �.- - - FIRE -RATED DOORS. FOLLOWS: SHAPES LA A 3 LESS THAN 35 MM THICK OR 20 MINUTE Fl E SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS � ( ) , BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR COUNGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STAL4,491RAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN f (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE. LLL DEAQ PART'N M L GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 fitil ULITIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND. DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE 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, THERMA TRU EXTERIOR DOORS NO 2x P.T. WOOD BUCK SHOWN TYP fw-I FA) 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 i/2" W X 98 1/2" H X 98 1/2 H X 98 1/2" H X 98 1/2' H X 95 3/4" H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB Bjj� Fob 'Ful I I 1\�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 24, 5/4" BOARD OR ix6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REWIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND # DETAIL SCALE DETAIL owG. SCALE SECTION DWG. SCALE SECTION DWG. SCALE # INTERIOR ELEV. SCHE BEAU LABEL AREVISION NORTH ARROW --�/` BREAK LINE o z e r GRAPHIC SCALE SCALE: 1/6" - i'-a' DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 owc 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL aI_1LTF IIIIIIIIIIIIIIIIIIIIIII1111111 POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE 0'-0" FJ� IN, FL SLAB FLOOR ELEVATIGN RECEIVED JAN 2'9 2019 Permitting Department S]jt, Lucie County /(�_ 1-'1011- 000i ) Uj a $ W J a 7 1.I.J z 9 o LL w J x A LL n o o a Z 0 a z O s t6 C C Ctd ro A Q1 O O -p O Nin (n L 'Ci N � a-+ i � E N O 3 O O In y C N �_ L p "- Im C mLa o O auo C 0 C am 0 o E E o Qvo .G QJ aj as . D Ln p cf J v c 0 O to ej o G O E a Z m a� o N N V) is 1![ ) O Q U Ln CL [je 8s C _= W a C:) 0 J h 0 h SCAW BY St. LUCIE ( W J LL. V W 0-0 W 0 LU ko 00 C) N �' J m Q LU 1/4" = 1'-O" U.N.O. COVER SHEET C-1 U4.Mw = 28 PROJECT LOG ISSUED FOR START 12-14-18 ISSUED FOR PERMIT 01.07.19 90'-8" 1 BLDG COMMENTS 02-12-19 B'-3" 47'-5" 9'-2" 25-10" 1' 0" 4'-5" 2'-10" 33'-11" 13'-6" 7'-2" 2'-0" m m 0 R-11 FOR SOUND " INSULATION •1 CHASE FO A/C LIN 4020 FG ccM N SH H33 L O HEAD 08'-0"M��, N\N f2-0 T.o.B.B. 12-0 T.O. B.B.IA c a 0 0 o, a�Jmv v ,� E `-" o vf°iAIJVk A C d 2 4J +�+ "UC O lb o aJ o � c a U N O 9 o c aU E._ 92� o cn a' ; Td c O 2 +� �„ o vi aJ.�o-y0 uJ�� C7 U u z = 4J I a L Nco Ill B. ' LL 0 B. B. CALCULATIONSz 12020 W col- SH 25 SH 23 SH 25 W (2-6020)O O (EGRESS) O (TE P) O(EG ESS) TOTAL U/A Z 987 S.F. and z 5'-4" 12'-0" °'�? 1T-11" 5'-11" 4'-11" 43'-3" -4" ►-� COVERED ENTRY 93 S.F. � o 0 o° 90'-B'con COVERED PATIO 337 S. F. � � N o U NOTE: o J GARAGE 700 S. F. ~p w SEE SHEET A-7 FOR SCHEDULES AND DETAILS J � � TOTAL AREA 4,117 S. F. 1/4" = 1'-0" U.N.O. FLOOR PLAN A-2 W=28 RAINSHOWER HEADS a0 iN q I �I N N r f,Oj m x OT u.i w J z m� z J a Q () t a Product Submittal Sheet vinyl corp corn 8000 N A' i9th Rode P3P54776434 Ciatkwestrom Dietrich Building Systems LLC Miami, Firind j amif , F 305477 4108 PROJECT LOG ISSUED FOR START 12-14-18 ISSUED FOR PERMIT 01-07-19 �kot VIWAC)CORPO A 2iv*W■0 aaark 1■WtW+-fNiytq■y■I■r■■ Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp: plaster. �' �-•e`�ti� CS68-NOV 6/8" 3" wide vent (one piece) 5" overall width, perforated flanges 16 3" Soffit Vents-ContlnI one-piece Soffit Vent with reinforcing rib to key Toro stucco &amp; plaster. Vent Clips are Provided to connect Soffit Vent and to smear in alignment Variants 15 square inches per lineal ft Caulk all Intersections, butt joints, ends and corners at time of installation. If MEMNON= Product Submittal Sheet V1WLC;0".l A Divt■I■eyf vinylcorp. com 800 NV1 ?9th P asa P 305.477 6464 Clark v+■n^W,iltli ■yW.aM Corkwest_-,DietrcnBuiloa,gSystems LIC 'I, Mom Fo.:da33as Fao64ng10e Mid Wall (M Style) Central Joint _ Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 11-11 ^ 1578-SOUL 718"a112^ 3-112" solid flange, 1-314" perforated flange Mld Wall Control Joints- Designed to rehnve chase and assist in controlling cracks In erteriot well finish. Intersections ofTs available JS Patent Number butt Caulk all intersections , butt Joints, ends add corners at time of inatalletlon. "S" BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES - 12 024" 0/C TYPICAL 6 W/APPROVED GALV. TRUSS ANCHORS EA. END 114 12'-0" T.O.B.B. 9'-4" T.O.B.B. MED. TEXTURE STUCCO, TYP. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 4117 (SQ.FT.) x 144 = 592,848 SQ IN. / 150 = 3,952 SO. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (264 LF) VENT = 3,960 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS INSULATION 6" STRIP 0-226 130 FELT PER ENERGY CALC. SEE PLAN/ ELEV. RAT RUNS PER GALV. M7L. DRIP ON iX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING 3" CONT. VENTS ® ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA7IVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB ■ 7RUSS MANF. 0. 5/8'DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT 8"x16" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL 1 X2 P. T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE FIN. FLOOR TO BE 18" MIN. ABOVE CROWN OF ROAD MIN. MONO. CONC. F0071NG SEE FOUNDATION PLAN FOR NOTES & DETAILS • v III -III -III - I I I I I I I I I I I I I D.P.= +35.2 PSF AA -38.2 PSF I I I I I � I I D.P.= +33.6 PSF AE -36.6 PSF SMOOTH STUCCO BASE °--6'-0" _4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I to L 00 I D.P.= +32.3 PSF NI -36.0 PSF D.P.= +33.5 PSF O-36.5 PSF 0 00 E77 �c D.P. 33.2 PSF DECORATIVE -35.2 PSFO PRECAST COLUMNS OD.P.= +33.2 PSF 121 -36.2 PSF 000 D.P.= +30.0 PSF O-33.0 PSF D.P.= +33.1 PSF O N N] OD P.= +31.3 PSF -34.2 PSF 3'-1" D.P.= +33.2 PSF D.P.= +33.2 PSF 0-36.2 PSF 0-36.2 PSF 0 STUCCO BAND W/ FOAM MOLDING CONIC S TILE, TYP. I I I I I I I I I I 38.2 SF � I O D.P.= +33.8 PSF -36.8 PSF D.P.= +33.5 PSF O D.P.= +33.6 PSF -36.3 PSF J -37.5 PSF AROUND CORNER I I I I / ll'-4" T.O.B.B. 10'-O" T.O.B.B. 9'4" T.O.B.B. l- RAISED STUCCO BAND (TYP.) FRONT ELEVATION - MEDITERRANEAN 12 6 I I I I I I I I I I I I I REAR ELEVATION TYPICAL ONE STORY WALL SECTION SCALE 3 4" - 1'0" a-6 0"--� -- -- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I Owl 01 IN -0 FOR ® 17 D El OD.P.= +28.5 PSF D.P.= +29.9 PSF -34.8 PSF O -32.7 PSF imi NO IN] D.P.- +35.2 PSF K -38.2 PSF O 4'-0" I I I I I I D.P.= +35.2 PSF El 38.2 PSF 00 O I -- -- D.P.= +33.5 PSF D.P.= +33.5 PSF 0-36.5 PSF RIGHT SIDE ELEVATION O -42.5 PSF 8X8 NON IMPACT GLASS BLOCK 12'-O" T.O.B.B. /ih i 9'-4" TO.B.B. MED. TEXTURE STUCCO, TYP. 0'-0" FIN. FLOOR SLAB 12'-0" T.O.B.B. 9'-4" T.O.B.B. /6. W M I..LUp O 'o J J Lu a ? Z Z J z Q o z 3 f r$ m LL du ? Up a N LL in on N Z m 0 O a C � '15 5 �N '0 i o f= fl- C L C a � o Ll d o U N a J to E 2 y_ = O N 3 w 0 a' >>C) c- GJ o E _0 o o o Q t c 0 0t� t2 w E E o a' ` .2o E E o o QU a� o ZE o u E cn c 2 c oCJ = w E � O= Fw- 3u o gi 0.:i. , z W J W' W Z FH � O W 0 W 00 fV 0 U t 0 J OJ W � C~ 1/4" = V-0" U,N.O. ELEVATIONS A-3 - zs PROJECT LOG ISSUED FOR START 12.14-18 ISSUED FOR PERMIT 01-07-19 D.P.= +34.1 PSF O-37.1 PSF 12'-0" S REQUIRED IANUFACTURER ET SILL IN FULL ORTAR BED AND HEAD JOIN STUCCO OR DECORATIVE ' CEMENTITIOUS COATING PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATI❑N E3 ■ D.P.= +35.2 PSF °oI 38.2 PSF co O- D.P.= +34.3 PSF D.P.= +34.3 PSF 37.2 PSF 37.2 PSF O O STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) m D.P.= +33.5 PSF 36.3 PSF ro I io N l 00 R-30 BLOWN IN PRE ENGINEERED WD• TRUSSES INSULATION 0 24" 0/C TYPICAL Big R-30 BLOWN IN INSULATION 16'-8" T.O.B.B. 10'-0" T.O.B.B. 9'-4" T.O.B.B. 5'-0" PROVIDE MEDIUM TEXTURED CEMENTITIOUS AREA MATERIAL PRIOR TO METER INSTALLATION co I C LEFT SIDE ELEVATION j`--- °=-6 -0" I I I I I I u u i OPEN TO OPEN TO KITCHEN N KITCHEN o � I 0 Ln " clj % I ARCHED OPENING TO DINING ao 0o ROOM I FOYER LIVING ROOM COV. PATI I AL - - - 4- D.P= +31.9 PSF O -34.8 PSF SECTION A -A ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED COI NAILS AT 12" O/C, MAX. ALUMINUM FRAME SECURE FRAME TO SILL PANEL ANCHOR FRAMING ATTACH W// 3 16" 0-3/4° TAPCONS §CR�WS 0 B" O/C FILL SPACE W I STUCCO FINISH PERIMETER SEALANT CONC. OR MASONRY CONC. OR MASONRY 2x P-T. BUCK RIPPED TO WIDTH OF DOOR JAM C. OR MASONRY WITH SILICONE EXPANSION STRIPS ix6 P.T. BUCK SET IN FF ETI SET IN SEALANT FASTEN CAULKING CON0. OR MASONRY SEALANT AND NAILED W/ 1/4" DIA. x 3-i14" ' 0 W/1-1/2" CASE HARDENE TAPCONS 3" FROM E.E.o. . qo' po COIL NAILS AT 12" 0/C. OQO qo AND 12" 0/C MAX. �3BOARD J0o Oo o n°O 'o MAX. o DOOR 7RIM FRAME, FASTEN 'o : Ob. o°O DRYWALL BOARDDRYWALL BOARD DOOR FRAME 71--ALUMINUM TURE BUCK CAULKING CAULKING FASTEN TO BUCK W/ ON S TAPCON SCREWS C. MIN. 1-1/4" EMB PRECAST OR POURED" D SILL W/ 1 #5 BAR GLASS BLOCK DOOR FRAME (2) #6 GALV x 2" SCREWS 0 2'-0" 0/C IF GARAGE DOOR VERTICAL REINFORCEMENT R SEALANT PERIMETER SEALANT PERIMETER SEALANT FASTEN TO BUCK W/ (2) 3/16"x2-1/2" TAPCON DOOR TRIM FINISH SILL DETAIL (WINDOW) STUCCO FINISH SCREWS 0 2'-0" O/C PERIMETER SEALANT STUCCO FINISH REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, HEAD DETAIL (WINDOW) HEAD DETAIL (GLASS BLOCK) JAMB/HEAD DETAIL (S.G.D.) 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) BRACKET. ALUMINUM FRAME, FASTEN ANCHOR FRAMING DRYWALL BOARD CONC. COLUMN TO STRUCTURE THRU BUCK ATTACH %/ 3 i6" x1-3/4" CONC. OR MASONRY DOOR THRESHOLD SET WEATHER STRIPPING W/ 3 i6" TAPCON SCREWS FPANEL TAPCONS $CREWS 0 8" O/C i DODR FRAME FASTEN IN BED OF CAULK & BY DOOR MANF. ® 12 0/C. MIN. 1-1/4" EMB PERIMETER SEALANT D GLASS BLOCK FILL SPACE W/ EXPANSION STRIPS TO BUCK W/(2) 3/i6"x 2-1/2" TAPCON SCREWS 0 2'-0' O/C / FASTENED TO SILL W/ #8 x"1 1/2" SCREWS 0 18 O/C GARAGE DOOR GALV. STL. VERT. TRACK CAULKING BY MANF• FASTENED TO - STUCCO FINISH CONC. OR MASONRY CAULKING o FLOOR COVERING PERIMETER SEALANT FLOOR COVERING TRACK BRACKETS W/ 1/4"-20x1 2" CARRIAGE �BOLTS EINf. tx2 MIN. P.T. BUCK SET IN LADDER -TYPE ROCK a &LOCK NUTS SEALANT AND NAILED �Oo o P'J'1'. M G o O P o 0 'O ACK W/1-1/2" CASE HARDENED COIL NAILS AT 12 0/C. MAX. o : Ob. ° o°O ' Qo T PANEL ANCHOR FRAMING ATTACH W/ 3/i6' x 1-3/4" �TAPCON SCREWS ®8 0/C o 0 °0 Q0o °o. 1�\ o o. BRACKETS FASTENED TO WOOD JAMB G 3/16"xi LAG SCREWS CONC. FLOOR SLAB DRYWALL BOARD L PRECAST OR POURED :o GROUT BED 2x8 P.T. ATTACHED TO ATTACHED CAULKING SILL W/ 1 #5 BAR PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT MANU.'S METHOD OF COLUMN W/ 5/8" WEDGE JAMB DETAIL WINDOW (WINDOW) MORTAR STUCCO FINISH JAMB DETAIL GLASS BLOCK ( ) SILL DETAIL S.G.D. ( ) STUCCO FINISH SILL DETAIL (DOOR) ATTACHMENT SHALL ANCHORS 0 2'-O" 0/C VERT PREVAIL WHEN SUBVITTED W COMPLEIEINS7RUC17ONS (s"MAX FROMENDS)AND 2"FROM INSIDE EDGE OF2X8' SILL DETAIL (GLASS BLOCK WINDOW ATTACHED ACCORDING TO FBC 1707,4,4.2 WINDOW ATTACHED ACCORDING TO FBC 1707..4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 1 1 1 JAMB DETAIL (GARAGE DOOR) 0'-0" FIN. FL. SLAB I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) i6'-8" T.O.B.B. /116 12'-0" TO.B.B. /�& 9'-4" T.O.B.B. W-0" FIN. FLOOR SLAB L1J a W r W W w Z z < y w H ° Z Oa L 0 z W J LL Y�I O u O UJ I l0 0r,j0 ~ 0 J ' 0 W 2:( 1/4" = 1'-O" U.N.O. SECTIONS -28 PROJECT LOG 610 m CA NOTE; SEE SHEET A-7 FOR SCHEDULES AND DETAILS allll\ Llw LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 5'-4" 1733 0 1135 0 8F8/iBOT 2 5'-4" 8882 191 3939 132 8F20/1131T 3 5'-4" 9082 285 4819 144 8F24/iB1T 4 4'-0" 10000 921 7184 401 8F40/iB1T 5 7'-6- 693 0 525 1 0 8FR6/iBOT 6 7'-6" 2882 645 1548 243 BFi6/i131T 7 4'-0' 10000 213 7184 199 8F40/181T BA 11'-4" 4506 130 1550 114 8F40/161T BB ii'-4" 4506 130 1550 114 8F40/1B1T 9 4'-0' 10000 213 7184 199 8F40/1B1T 10 5'-4" 10000 1046 5698 445 840/1131T 11 4'-0' 10000 603 7184 1 266 8F24/i13iT 12 9'-4" 3868 518 1612 240 B524/131T 13 17'-4" 1413 518 581 240 8F24/i13iT 14 5'-4" 1773 0 1135 0 8F8/i130T 15 5-4" 8882 212 3939 143 8F20/113iT i6 4'-0' 8859 330 5572 130 06/2iT 17 4'-0' 8859 164 5572 64 8F16/181T 18 4'-0" 8859 164 5572 1 64 8F16/i8iT 19 13'-4" 2047 289 866 135 8F24/i13iT 20 13'-4" 2047 1037 866 484 8F24/iBiT 21 4'-0' 10000 15 7184 348 8F46/i131T 22 4'-0' 10000 1507 7184 603 8F24/iBiT 23 4'-O' 10000 705 7184 295 8F24/1BiT 24 4'-0' 10000 0 7184 0 8F24/1131T 25 13'-4" 504 0 396 0 8F8/180T 26 13'-4' 1171 1043 555 557 8F16/iB1T 27 4'-0' 3429 868 4771 380 8F22/iB1T 28 7'-6' 6288 2433 2436 1122 8F24/1131T 29 24'-0" 546 402 251 172 BFi6/1BiT 30 9'-4" 4899 124 2197 80 8F40/lBlT 31 14'-8- 1079 195 477 485 BFi6/1BiT 32 9'-4- 2000 192 1027 114 BFi6/113iT 33 4'-0' 3429 154 4771 72 8F22/i131T 34 3'-6" 10000 370 7184 172 8F24/1B1T 35 5'-4- 9082 285 4819 144 81724/131T #5 REBAR AT TOP MIN. (1) REQ'D '1-1/2" CLEAR C.M.U. X141O1 #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 8F24-iB/iT BF30-iB/1T ISSUED FOR START 12-14-181 ISSUED FOR PERMIT 01-07-19 W o y O uj it J H A m Ly LU a z W IJ1 li W N � N J Z a h � z O 0 c M p O 01'o c c o a a-E c -0 rroo ru w=�i d�i•�`� O cw m -o c o E n fO o aci 04:E; m a o E E E O aUo o i aJ Ln }}; +, _ o ET o 3 F E Ln c c o s EZAm _ a ra Z dLn u o d lwt 0 tcc� C 0) C) Q h Ln CV CN h h z v� w Z J u- Z 0 W 0 O U c on w_ 0 V N � J i -J W (! 1/4" = 1'-O" U,N.O, FRAMING PLAN A-5 - zs ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ 10'-0" 11'-4" 12'-0" A-6 FIBERMESH OR FrWELDED WIRE MESH SEE FOUN. NOTES FOOTING REBAR SEE FOOTING SCHED. Tr TYP. EXTERIOR CONT. J MONOLITHIC FOOTING w FIBERMESH `• a, N a OR W.W.M. 1-15 CONT. 3" MIN. COVER 0° 34 THICKENED EDGE #1 I� CONC. OR MASONRY 1' COLUMN MATCHING DOWELS i1 ,,jl, 48 BAR DIA, MIN. GRADE hf II, W/STD. HOOKS II, •—J''��.�J—. to .0T 1FINIS TCA—ADE . d ,_: 1 PAD REBAR pll EQ. EQ., SEE F007ING SCHEDULE 1-15 CONF.F. EDGE BARS ALWAYS 3" MIN. CLR. SEE CHED. REMAAN. SPACE OTHERS EQUALLY SCRI 'J ISOLATED PAD 37 MATCHING DOWELS FOR ' COLUMNS 48 BAR CIA. MIN, W/STD. HOOKS C 9 I< . s----� F78ERMESH OR W.W.M. FOOTING REBAR CONC. POURED FILLED SEE F0077NG SCHED. CELL W/ STL. PER PLA SCHED. OMIT CENTER BAR WHEN (2) REDD. UONLY 38 EXT. CONT. MONOLITHIC DOWELL & EPDXY (1) #5 WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH REBAR INTO SLAB FILLED CELL LOCATION W, PAD REBAR SEE F0071NG SCHED. 4" MIN. EMBED. INTO SLA EDGE BARS ALWAYS REMAIN. SPACE 07HERS EQUALLY. SEE SCHEDULE O IN , MONOLITHIC PAD FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO, W/2 15 CONT. BTU. F-1 20" X 18" X CONT EXTERIOR MONOLITHIC 1 W/2 /5 CONT BTM. EXTERIOR MONOLITHIC F-2 20" X 18' X CONT. WITH CURB 38 F-3 3'-O" x 3'-0" x 12" W/3 15 EW 8TM, ISOLATED PAD 7 W/ 15 EW. BTY. F-4 3'-0" x 4'-6" x 12" 0 12" O.C. ISOLATED PAD 7 F-5 2'-6" x 2'-6" x 12 W 3 5 E. W. B7M. / PAD ®tNTER10R WOOD POST 6 THICKENED EDGE TE-1 10" x DROP x CONT. W/1#'5 CONT. AT DROP 34 THICKENED EDGE TE-2 10" x DROP x CONT. W/1#'5 CONT AT SCREEN ENCLOSURE 37 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x8 CONC, BLK. W/ 1 FULLY GROUTED CELL W/i-15 VERT. C-1 BLOCK AT 8'-O" 0/C MAX. OR AS LOCATED ON PLANS. 806 C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS Wll-#5 VERT. 8x12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT 12X12 C-4 BLOCK CONC, BLOCK IN FULLY GROUTED CELL W/ 4-J5 VERT. IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-5 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"x4" C-6 WOOD POST PROVIDE STEEL BASE AND CAP AS N07ED ON DETAILS SCREEN ENCLOSURE FASTENERS BY SCREEN MFGR. BRICK PAVERS OR W. W.M. 8" x 8" x CONT. POURED FOOTING �` MUD BED FOR LEVELING URE FOOTING DETAIL MISSED COLUMN STL. DETAIL s CEILING TYPICAL FRAMING ® 16" O.C. — DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- Bd RING- 8d RING- Bd RING - EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32" 24" O/C MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C SHANK 4" 0 C SHANK 4" O C BLOCKED AS SHOWN ON PLAN EX I. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19132 16" 0/C MAX. 8d RING- SHANK 4" 0 C 8d RING- SHANK 4" 0 C 8d RING- SHANK 6" 0 C I I NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE 1, OR EQUAL SPAN RATING J2 16 15/32 16" O/C MAX. SHANK 6" 0 C SHANK 6" O/C SHANK 12" 0 C BLOCK FREE EDGES TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN 'ONC. SLAB & 40NOLITHIC r OUNDATION PER PLAN RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS, 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER S77 AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Ff) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA 12 (5) 10d x 1-712* - 990 1 1980 1. 335 1 670 1 245 1 490 TC-2 TA14 7 10d x 1-1 2" - 1205 1 2410 335 1 670 1 245 # 490 TC-3 HTWMi6 8 fOd x 1-1 2" 4 1 4" x 1-3 4' WAB. 1225 - 1225 - 1225 - TC-4 HTA16 9 fod x 1-i 2" - 1870 2430 710 1310 270 1215 TC-5 HTW20 20 10d x 1-1 2" 24 10d x 1-1 2" 1530 1 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCDNS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. R-30 BLOWN IN INSULATION @ AIR CONDITIONED AREAS R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302,10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. z J a 0 0 w w w FINISHED FLOOR SOAP NICHE C KNEEWALL 0 I 0 / 5r 6' L 7` /OPEN TO F_dRAI EL�S /OPEN TO L SHOWER 777 ��•� BEYOND J rtMPl � L SHOWER 777 BEYON� T '0 o 6 I 1n TUB a1INTERIOR ELEVATIO A' MASTER BATH N.T.S. G$.YI 2° 4 - AC CONC. PAD DETAIL N.T.S. N- 3 4" THK TEMP —� F AMELESS GL W/ CLIPS 1/2" WALL CAPS MTL FRAMING —� KNEEWALL W/ DRYWALL FINISH THIS SIDE \_ I PT 2X SILL PLATE TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2" NONN ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER/TUB SIDE & TILE FINISH r � U w io O ROMAN SHWR L m LLLLL LLLLLL TYP. KNEE WALL SECTION FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF fr FOR MOUNTING 2x MTL STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS \ _ SEE PLAN CONT, MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL 1 A� CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLA11ON DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d A::::NAILS INTO TRUSS (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY CONC, TIE BEAM OR MASONRY BOND BEAM MAX. UPLIFT = 3965# A� CONNECTION DETAIL 1/2" DRYWALL OVE TYPICAL FURRING EXTRA LAYER OF ] DRYWALL SURRONDi FRAME ARCH TYPICAL FURRING APPLIED TO SHEAF 19132 PLYWOOD Al SE_.._ A7 CONNECTION DETAIL ENG'D & APPR. GIRDER TRUSSES MEET EACH OTHER 0 90 DEG. ANGLE OVER COL. (SEE FRAMING PLAN) VIEW L7.9�71 44 WD. POST (SEE COL. SCHED.) L ,4` SIMPSON wv^ CCQ4.62-3.62SDS COL. CAP. NAIL PER , MANUR SPECS. #e • "• VERIFY WIDTH W/ z ", TRUSS MFG PRIOR .to TO ORDERING FROM SIMPSON CC44.82.3.625DS •` 4 *TOTAL UPLIFT 5680# • , , A7 CONNECTION DETAIL'N2 ' 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 H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4"x3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HILTI DNI-62-P8 0 8" 0/C MAX. 2X6 P.T CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYKI EACH END W/(3) 10d x 1-1/2" COIL NAILS 04 WOOD POST SEE FRAMING PLAN (2) 5/8" DIA. BOLTS THROUGH POST IPSON HD58" D DOWN EA. SIDE OF POST APPROVED EQUAL (1) 3/4" DIA. WEDGE ANCHOR 4" MIN. EMBED. EA. HOLD DOW1V A� CONNECTION DETAIL PROJECT LOG ISSUED FOR START 12-14-18 ISSUED FOR PERMIT 01.07-19 BLDG COMMENTS 02-12-19 w J LL!w CL Ld J Z L 2 N LL W z J cz Z O c 8 O cn rn c c 15 ro m c a c CD_a _ o 0 L ru E= N c 2 S a) o p rD c LD 16 - o c w o c as 1 o E E o — v`o o E _ C a o cu cu N L a) o a cr9i E cn cn c c c 's 0 di °' E �5 4 _ Z p t�DL�C.7 d J IL rye w 0 0 Lu 00 V ("J r � J o W 1 {d" = 1'-n" I N n DETAILS AND SCHEDS A-7 W - 28 CALCULATION NOTES; A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2987 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 8,961 / 12 (GEN.LTG.CIR.) = 746 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. ELEC. PANEL"UNIT A" 200 AMP CIRC. DESCRIPTION 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 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 10.0 0 1 DRYER 2 30 10 5.0 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 2 BATH GFI 1 20 12 3.0 0 12 GEN. LIGHTING 1 15 1 14 7.5 0 1 TRANSFER SWITCH 2 30 10 5.0 0 40.4 19.2 let 10,000 at 100% = 10.00 REMAINDER AT 40% = 12.16 A/C LOAD AT 65% = 12.48 TOTAL = 34.64 x 1000/240 = 144.3 AMPS WASHER DRY R 28-1/2 SPACE DRYER VENT I — DRYER VENT LOCATION FRONT VIEW GARAGE CEILING (4) 2x4 METAL STUDS 15" 4" 15" ELECT. PANEL BACK TO BACK W/ METER TRANSFER PANEL GARAGE FLOOR ELECT. PANEL / CHASE FRAMING I II III I II II II II II II II I II II II II COVERED PATIO II II II II II II 11 II II I II '� II II II o MASTER SUITE - 8 ----- --- \- TV & PWR 0 60" A.F.F. FAN�I LY RO M I FLOOR OUTLET W BRASS COVER I � I 0 I LIVING ROOM RECEPT. r — MICROWi II SURFACE L MOUNTED AIR SWITCH �� II o II o i n II II DOdR HIME 8'-6" i.F.F. - j� HALL k_4j ray 2 200 AMP SERVICE p OMETER DISC. COMBO "A" PANEL 200 A (1) SETS OF (3) J4/0 AWG THWN IN 2 CONDUIT 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM -T-- FOYER I F - — — — — — -/� II I I I I I I ROOM 0 OVERED ENTRY I El I I I I LAUND :i NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2008 NEC 210-12 (B). NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. n DGE OF SWITCH PLATES LESS THAN 4" FROM OPENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100' A.F.F. U.N,O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE 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 CHO 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. I I I I I I I I I I I I I I I I I I I I I — — — — J L — — — — — — — — — — — — — — — J 3 BAY GARAGE TH 2 L_ —I BF ROOM I � I / \ 5-0" FRAME-OUTASE i 30 AMP SEE DETAIL THIS �Q \ SWITCH PANE PANEL GFI GF1 clm� I � u TRANSFER BOX FOR IRRIGATION 5-0" PUMP & TIMER TO PHOTO CELL IN SOFFIT PROJECT LOG ISSUED FOR START 12-14-18 ISSUED FOR. PERMIT 01-07-19 LLI d 8 W J LL) z a J z </ O y N is W LL � W Z c L pa 0 0 c Co Q6' c a2 a3 Q o r9 o c L a C ru E .N co-5in no N= T N Q .N VI a - IOU r- m 0 to to c a 'W 4 Ln c a a� E E o 2 E d p aU E m ff' o `cg F- S o an c c p o S cn N O C� Z p aM COO W J W 0 ri o LLJ N QO U ' � J _J LU Ln 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E -28 PROJECT LOG I I ISSUED FOR START 1 12-14-18 1 I I ISSUED FOR PERMIT 1 01-07-19 1 TOTAL AIR VOLUME CUBIC FEET = 27779 DAB NOT SCALE PLANS w m V ui uj a W J W Z) Z a w 3 LL v $ m Z0 Oa 0 C ru O Ol cp O +_. = G D O C fl a C O _ O fl O 'm O O O -C U W O �+ L @ O @ � .� ca O N N _ �_ Ncc -O O C d O C @ Lo N E E O O- O O E O-0 nU cu 0Ln 01 C C p = Ln vi N N O a Q H _0 Z V Qcu (J a 4 T��/� V1 J LL. r� W O W Q W 0 U Ow 1/4" = P-0" U.N.O. MECHANICAL PLAN M-1 W=28 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 62' 10" 2' 0" 24' 6" TRL C✓� M LO n n n 1" � I" h rl- h I" tl- t- 11 1'. I" h I. Im Cal ,rl, M •- (V GO J1 J J. A2 A21 A2 G J1 °O CV - 00 - N . .I /J3B " . . . L co o 2' J1 J3 J3 2' 10 -0 CLG 11 -0 N CLG 0 10 -0 >CLG CLG 3' L NNA2AA . . . . . . . N. J3B J1 o A + + + Al c ✓su 10'-0" CLG 10,- " LG 11'-4" + CLG + + C ✓� o `° J1 J J A A A A A Al2 12'-0" CLG to MV7 Q �. + + + +IF MV5 A11 10'-4" CLG F)ELD DROP FROM 11'-4». CN m J1 0 � J3 J5 J5 J5 J3 0 J1 h o r rV3 A10 14'-4" CLG o 0 0 . . . . . . 16'-8" CLG . . . . . 2 2, 12'-0" CLG — . . . . . . . . . . . . . . . 5' .3,-2„ 5,-1„ . _._ _ 22'-1" m cfl m m +t + + + ++ 11'-4"+ + + + +CLG + + + + + + + + 0 m i CVil 39'-7" Ll7 (h r �A A 10'-4" CLG FIELD DRO v FROM 11'-4" Al J1 q Al . . . . . . . . . A HN i Al CLG CLG . _ CLG ° TTIC STORAGE F` J5 . . . . . . . . . . . . 24'-5" 6,-3„ 4,-5„ 0# PSF lyl Al A — — -- — — -- — -- — — -- — — J7G L L L . . . . . . . . BRG. COL. TOP AT. 9°-4" A U U U J1 Al . . . . . . . . . . ... ... ... ... ... . . . . . . . . . . . . . . . . . . . C ,l J3 A18 > ; / \ [2. L L L L L L L L L L L L Do J3 N N 1 1 . . . . . . . � . 2 OL. CAPS POR S 2' 2' 3' 81 . . . . . . . _ . . _ . . (0 18 A D E2 TRUS ES J1 . . . 9'-4" 9,-4„ J J5A CLG CLG J5 c ✓ 2, 2, KN 2' 2' 7' . . CV J I J3 . J3A i0 N W J1 J1 U J1 GSA -� Lu ✓� w Lu w w w w w w w w w U U v v v v v v U v U U U U U v v -� -� �'✓� 4., 24' 4" 65' 0" "v 90, 8" 9,-4» 10'-0" 11'-4" 12'-0" 14'-8" 16'-8" SS BEARING HEIGHT SCHEDULE N O TE Trusses shown on this layout are a component part of the buldir and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer . Lateral bracing shown an the indhAdu truss drawings must be placed during the erection procedur APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG IA., TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) HUS26 (�) HUS26 © HGUS26-2 ©THDH26-2 QD HGUS28-2 @D THDH28-2 QH HHUS46 QH THD46 LL LUS24 ©JUS24 NOrTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—B1 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. f�:7��1\! * 1 ERECTION BRACING Is NOT THE RESPONSIBILITY OF TRW DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABPoCAIYIR PERSONS ERECTING TRUSSES ARE CAU➢OrED TO SEfl( PREVENT TO L ADNCE REGARDING ERECTION BRACING WHICH E ALWAYS BEWING HI MAY BE TOPPLING AND ECUICDOWNOING DURING ERECTION; AND PERMANENT BRACING COMMENTARY MAY BE REQUIRED N SPELIFlC APPl1CATONS SEE 'BCSI-BI Summery Sheol COYYENTARY and RECOMMENDATIONS far HANDLING, INSTALLING A: BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DMIAGE W TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO 4 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 :].SSE MPH Imp. Factor : 1,00 Wild Load Duration Factor : 1.60 Mean Roof Height: 16_ Brim Y BImIdY Strucl ON p6051 2590 N. Kngs MllhwaY Fort Piece, FL j112),1¢�4L6a r v�fi . GHO HOMES J Sawgrass Mediterranean �o ICNe N1Y wwN eY. wni wile O 1/4" = 1'-0"12/21 /18 nil to I Sawgrass-Iced-qI