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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES CONCRETE NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES NATURE. HOWEVER, ELECTRICAL NOTES 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN IRIDA BUILDING CODE F.B.0 1. THESE DRAWINGS WERE PREPARED USING THE 2014 FL ( ) 1. ,CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 1. CONCRETE UNITS TO BE ASTM C 90.90. ASTM GRADES NI OR Nil. PROVIDE PRECAST 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL @ CEILING & WALL INTERSECTIONS OR THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND SHALL LOCATE METER & PANELS AS REQUIRED. DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED LINTELS AS NECESSARY. (fm = 1500 PSI) 8'-0" O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718. DESIGNERS LAYOUT. 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GI R3 OCCUPANCY PER FLORIDA BUILDING CODE. O-THERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH 2. MORTAR TYPE M, PER ASTM C 270-92. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. THIS FRAMING SCHEME (DIRECTION TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. ACI 530-11. ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSION L 3. WHERE REQUIRED. BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BI 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADOPTED BY THE MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3,000 PSI. PEA GRAVEL CONCRETE. SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL COPPER OF EQUAL AMPACITY. COUNTY AND ALL APPLICABLE AMENDMENTS. 2. BARRIER - 3/4", BEAMS AND COLUMNS - 1-1/2", FORMED CONCRETE BELOW 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF REVISIONS ACCORDINGLY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4. THESE DRAWINGS, AS DRAWN AND NOTED, COMPLY WTH THE BUILDING ENVELOPE GRADE - 2", UNFORMED CONCRETE BELOW GRADE - 3". 4. REINFORCING: TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, 3, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THI ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 3. REINFORCING STEEL: GRADE 60 (FY=60,000) ASTM A615-94. VERTICAL: AND MIN. NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW WINDOWS. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE PART OF THE DESIGN. CONSTRUCTION. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). THE FLOOR. 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER ENERGY EFFICIENCY SECTION. "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP W/ A VERTICAL CORE, IT SHALL 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FIR TERMITE TREATMENT TO BE INSTALLED NOTED OTHERWISE. NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN USING TABLE 2405.3 & .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 201 THOUGH IT IS IN AN ADJACENT CELL TO HE VERTICAL WALL REINFORCING. 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. IS A COURTESY BY THE ENGINEER AND IN NO WAY RELIEVES THE TRUSS 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ENGINEER'S SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR 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 INCH FROM THE MASONRY. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ENGINEER RECOMMENDATIONS. 6. CONCRETE BEAM SIZES MAY INCREASE (8" MAX.) AS REQUIRED FOR ARCHITECTURAL IN WRITING OF THE SPECIFIC AREAS OF CONCERN. DETAILS FOR TO FIT BLOCK COURSING, DROP BOTTOM OF TIE -BEAM AS REQUIRED AT D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED 7. A/C UNITS MAY HAVE CONC, PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS A: WINDOW AND DOOR BEAMS (28" MAX.) AND ADD (2) #5 BARS BOTTOM IF DROP IN THE COLUMN SCHEDULE. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. EXCEEDS 8". COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON 7. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW TRUSS DRAWINGS. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS NUMBER OF DOWELS AS VERTICAL BARS ABOVE. REINFORCING BARS TO CONTINUE UNINTERRUPTED. �+ GARAGE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AN SE SELECTED BY BUILDER. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 7 STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER 12. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE. LAP 48 BAR IMIN. A. HORIZONTALREINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SOLID WOOD DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, SOLID OR HONEYCOMB CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER " THFJr P".!'�[� RIND AC-'`�•OQF'" �',IQii�� "MANUAL STANDARD SCHEDULE. CORE STEEL DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, OR 20-MINUTE CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 9, PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S OF FIRE -RATED DOORS. �p cl i.,:i",,;', {; ,ri •'"• .fir i'��tis PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED 5. GENERAL: 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATE D. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR .4-1':IikT i�"* BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). ,,., }�{?IS�n •: ! I.a - - A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/A.S.C.E. 7-10/T.M.S. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAG OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. �•+.'1E< „I; 7iy/1;;{`` liv i(1CR jG �ha:, 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGABLE PER 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING THE GARAGE. 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. r i.�• , 1 ,n / � I:"^ UCt ,i�LY1J�It, 1L I_ SOD. FBC TABLE R.301.2(1). COMMENTARY INTO 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/ 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN TT BATH LIGHTING CIRCUITS AHEAD SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP.TA T.M.S. 602-05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY NOT LESS THAN 1/2" (1271 GYPSUM BOARD APPLIED TO THE GARAGE SIDE. HEADERS FOR FRAMED OPENINGS GREATER THAN MUST BE ENGINEERED AND DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. L ON SPECIFICATIONS FOR MASONRY STRUCTURES. NOTED STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) ST 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. FOUNDATION NOTES ALL HEADERS OVER DOORS AND WINDOWS TO BE O OR PE DING UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL OTHERWISE 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC REQUIRED FOR ALL ST. LUCIE COUNTY PRODUCT APPROVAL WALL THICKNESS). SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS CIRCUITS 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH ON DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL DWELLING DWELLING UNITS. OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPENING SCHEDULE: CLEANING AND INSPECTION, AND BEFORE GROUTING. 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FORA SINGLE MEMBER PR 19..CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. TYPE, SPACING BUILDING DESIGN PRODUCT DESIGN OPEN ID PRODUCT MODEL # MANUF. GLASS DESCRIPTION ATTACH. METHOD SIZE, AND EMBED. `FILL ALL MANUF. HOLES PRESSURE PRESSURE 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES 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 @ 16" O.C. FL 15332.3 R-3 9080 SGD MI NON IMPACT 3116"TAPCONS MAX. SPACINEMBED D.P =+38.3 PSF +39.2 PSF -43.7 PSF A WINDOWS STEEL NOTES UNLESS NOTED OTHERWISE. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F. STUDS, W/ 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL W/ 1" LONG BUGLE HEAD DRYWALL SCREWS @ 12" O.C. MAX. PLUMBING NOTES 5/16'X 1-5/8' LAG SCREW AT EA JAMB BRACKET _+ D.P. 28.4 PSF + 39.2 PSF -43.7 PSF 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: 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 14. METAL LATH OVER SHEATHING SHALL BE 3/e" 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 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, 1 THERMA TRU SGL IMPACT 1/4" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS @ D.P=+29.9 PSF -32.7 PSF + - PSF 50.0 PSF 50 0 S E FL 7630.2 3080 EXT DR W/ SIDELITE 4" & 18.33' O/C MAX. SPACING SHAPES, PLATES A-36 BOLTS -A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 95% MODIFIED PROCTOR ASTM D 1557. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 314" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. MI WINDOWS NON IMPACT 3116" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF -34.7 PSF +55.0 PSF -55.0 PSF 1 FL 17499.6 SH 35 & DRS @ IT O/C MAX. SPACING "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL SE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 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, C DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. MI WINDOWS 3/16" TAPCONS W/ 1-1/4"MIN EMBED 1-33.4 PSF +60.0 PSF -60.0 PSF FL 15349.1 R-8 6020 TRANSOM NON IMPACT 36.3 PSF 7/16" CROWN METAL. MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS. PNEUMATIC FASTENERS SYSTEM TO NAIL PROGRAM. TYPE TO BE 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 3 FL 17499.6 (2) SH 26 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-114' MIN EMBED @ 12" O/C MAX. SPACING DP= +29.9 PSI. -32.7 PSI. +50.0 PSF -50.0 PSF TABLE R301.2(1). R U.N.O. CRF 112G 1 1/2" LONG AND .120" DIAMETER U.N.O. C 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL 6. INSTALL CHASE PIPE FOR HVAC. FL 17499.6 SH 35 MI gINNDDOWS DRS. NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED @ 12" O/C MAXSPACING D.P.=+31.9 PSF -34.7 PSF +55.0 PSF -55.0 PSF 4 SUPERIMPOSED WIND LOADS PER F.B.C. 2010 & ASCE 7-10. MECHANICAL NOTES 5 R-3 6080 SGD MI WINDOWS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED @ 12' O/C MAX. SPACING D.P.=+29.9 PSF -32.7 PSF +39.2 PSF -43.7 PSF -- FL 15332.3 & DRS BEAM SCHEDULE NOTES 3116" TAPCONS W/i-114"MIN EMBED D.P.=+31.9 PSF +55.0 PSF-55.0 PSF 6 FL 17499.E SH 35 MI WINDOWS & DRS NON IMPACT @ 12" O/C MAX. SPACING -34.7 PSF THESE PLANS WERE PREPARED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING 3/16" TAPCONS W/ 1-1/4" MIN EMBED D P =+29 9 PSF +55.0 PSF -55.0 PSF 1 ALL COMPOSITE LINTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS CODE MECHANICAL AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 7 FL 17499.6 (2) SH 25 MI NON IMPACT @ 12- O/C MAX. SPACING -32.7 PSF &INNDDOWS DRS 3/16' TAPCONS W! 1-1/4" MIN EMBED D.P: +29.9 PSF +55.0 PSF -55.0 PSF MI WINDOWS NON IMPACT 8 FL 17499.6 (2) SH 26 & DRS @ 12" O/C MAX. SPACING -37.7 PSF 3116" TAPCONS W/ 1-1/4" MN EMBED, D.P.=+33.4 PSF +55.0 PSF -55.0 PSF MI WINDOWS 9 FL 17499.E SH 15 & DRS NON IMPACT @ 12" O/C MAX. SPACING-36.3 PSF ST. LUCIE COUNTY BUILDING DIVISION REV;E" ED Y DATA > i_/ PLANS AND PE.FIVIT NJ" i aE KEPT CN JOe OR NO I PF!.. h 7 LL E _ N!AOE THIS STRUCTUR' LI F ' iCNEiT REV I EV,F-i_, Fg(' 160E' 4 FC N o 11 F .� PACT ---- ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353 MI WINDOWS 1/4" TAPCONS W/ 1-1/4' MIN EMBED 37.7 PSF +54.0 PSF -54.0 PSF MULLIONS MAX. 84" VERT. & DOORS (4) FASTENERS PER CLIP 70P & BTM. ROOFING NOA NO. 16-0314-06 EAGLE ROOFIN (2) 10d RING SHANK NAILS -83.4 PSF -172 PSF BEL- AIR CONC.TILES PRODUCTS ROOFING NOA NO. 12-0417-06 BORAL TILESEA MEMBRANE: 1 OR MORE PLIES OF BORAL TILESEAL NIA N/A UNDERLAYMENT SBS UNDERLAYMENT PRODUCTS UNDERLAYMENT W/ A MIN, 3" HEAD LAP & MIN. 6" END LAP PEEL &STICK N/A N/A N/A SIDING STUCCO N/A 1-1/4" RING SHANK ATTACHED TO UNDERSIDE OF TRUSS N/A SOFFIT STUCCO N/q SPACED @ EVERY HI RIB (4" O/C) W/ 7/8" EMBED. PER NAIL. NIA HURRICANE PANELS FL 16293-R1 SM P 1/4" -20 x 3/4" S.S. 37.7 PSF +49.OPSF -56.0 PSF 120" MAX. SPAN GALV STEEL PANEL 7HURRIC:ANE AC KNURLED STUDS 12-112' O.C. TOP AND BTM NC PLAN / ELEVATION SYMBOLS LEGEND GROUT FILLED CELL SEE B-# BEAM LABEL ' ..... ' ' ' ' ' ' " FOUNDATION PLAN ALL MANUFAMR1116 LAKO 101R®IMNR V FACTORS AND SHGO COMPLIANCE NON -BEARING FRAME WYTN FSO ENERGY Wx MUST RCONSTRUCTION 4' REMAIN ON ALL DOORS AND WINDOWS UNTIL IfONOWNS ARE APPROVED NORTH ARROW �- BREAK LINE ELEV. ELEV 0'4" FIN. FL. SLAB BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION 2 4' e GRAPHIC SCALE IS LABEL CALE: 1/8" = V-0" CD ARCHED OPEEING SEE Q - - - - T_= PLAN OR ELEV MASONRY CON£TRUCTION TYPICAL F# FOOTING LABEL Cj DETAIL SCD__ALE CDWVDG DETAIL SCALE INTERIOR ELEVATION USING THE 2014 FLORIDA BUILDING CODE 5th EDITION PROPOSED SINGLE FAMILY RESIDENCE BY: "'ES G '0 F"LJ1 0'r I BOYER RESIDEN(:1 11SCAYNE GRANDE COPYRIGHT 2017 TYPICAL "MI" WINDOWS � S � 18 g' 36" 52 B° 25?" SH 15 SH 25 SH 35 SH H35 m m m Up 101 17D m m M.O. 20 1/8" M.O. 38" M.O. 541/8'' M.O. 211/2" OTHERWISE NOTED. 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK WORK. 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. LOAD SCHEDULE LOCATION LIVE DEAD PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: 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 HIS 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 ABV ABOVE M C MEDICINE CABINET AFF ABOVE FINISHED FLOOR M.R H. MEAN ROOF HEIGHT AHU AIR HANDLER UNIT M.T. METAL THRESHOLD B.F. BI FOLD MAX. MAXIMUM B.P. BI PASS MFR. MANUFACTURER BLK. BLOCK MICRO. MICROWAVE BLW. BELOW MIN. MINIMUM BRG. BEARING M.O. MASONRYOPENING BTM. BOTTOM MONO. MONOLITHIC CLG. CEILING MTL. METAL CMU CONCRETE MASONRY UNITS O.H.D. OVER HEAD DOOR COL. COLUMN O/C ON CENTER CONIC. CONCRETE P.L.F. POUNDS PER LINEAR FOOT CSMT. CASEMENT P.S.F. POUNDS PER SQUARE FOOT DBL. DOUBLE P.S.I. POUNDS PER SQUARE INCH DIA. DIAMETER P.T. PRESSURE TREATED DISP, DISPOSAL PART'N. PARTITION DP DESIGN PRESSURE PKT. POCKET DR. DOOR PLYWD. PLYWOOD DW DISH WASHER R.O. ROUGH OPENING E.E. EACH END S.C. SOLID CORE ELEC. ELECTRICAL S.G.D. SLIDING GLASS DOOR ELEV. ELEVATION SF SQUARE FOOT E.S. EACH SIDE SH SINGLE HUNG EXT. EXTERIOR SMS SHEET METAL SCREWS F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS F.R. FIRE RATED STL. STEEL FR FRENCH DOOR SW SWITCH FIN. FINISHED TEMP. TEMPERED FL. FLOOR T.B. THROUGH BOLT G.T. GIRDER TRUSS T.O. THROUGH OUT GA. GAUGE T.O.B.B. TOP OF MASONRY BOND BEAM GALV. GALVANIZED T.O.PL. TOP OF WOOD PLATE GFI GROUND FAULT INTERRUPT T.O.T.B. TOP OF TIE BEAM GL. GLASS TYP. TYPICAL GWB GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE GYP. BD. GYPSUM WALLBOARD UL UNDERWRITERS LABORATORIES HGT. HEIGHT V.I.F. VERIFY IN FIELD HPS. HOOPS W.A. WEDGE ANCHORS HR HOUR W/ WITH HS HORIZONTAL SLIDING WC WATER CLOSET HVHZ HIGH VELOCITY HURRICANE ZONE WD, WOOD INS. INSULATION INT. INTERIOR LG. LONG LIN. LINEN LT. LIGHT L.T. LAUNDRYTUB 2x P.T. WOOD BUCK SHOWN TrIFF, M.O. 35 114" W M.O. 31 1/4" W M.O. 41 1/4" W M.O. 55 u2" W X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 1/2" H m m m m cD T EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 2680 EXT DR 2880 EXT DR 2880 EXT DR 3080 EXT DR W/ 14" SIDELITE (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6 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, LINGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES, DRAWING INDEX C-1 COVER SHEET A-1 FLOOR PLAN A-2 ELEVATIONS A-3 SECTIONS AND DETAILS _ A-4 FOUNDATION PLAN A-5 FRAMING PLAN A-6 BRACING PLAN - - E-1 ELECTRICAL PLAN M-1 MECHANICAL. PLAk1 _ PROJECT LOG ISSUED FOR PRECON 05-25 ISSUED FOR PERMIT 06-14 "b M 0 v E' o OD M o W (O °LOX # J !0 d m W W ;MLL a.7) 5" Z mL-LJ w r LO z '7n `m rn 7 O) a J �-)� z Q ❑ O 00 Ln a) O L IL U) N O 0 (D - aU s�E 0 0o�0 mO m 0= 0.>� O U _0 �� 000 cn O(D a O cn UGNUN?=C +•" 7 Vl O c0 O- C -Eca-c0mw20 a) " " -1-- cL c _. ��NE 20 cC00)mN .r u) 0 0 0 0 N C(D" Z 3-00-10 0-0,2 0Q 00 O -_ . O O . •- • O x a W U w Qi Z W ® LP.Lry, U V J V LL I..1- Z J U Z I..1- Q 0 L M > W Lu O J O 75;G h- 1/4 = V-0" tU.N.OP. I V EREE1T C-1 MW=53 OF KNEEWALL Q 42" A.F.F. 1 OF HDR Q 96" A.F.F. AREA SCHEDULE NAME AREA Conditioned Space 1954 sq ft. Garage 535 sq ft. Entry 51 sq ft. Porch 180 sq ft. Total 2720 sq ft. INTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT PRODUCT CODE E 2'-10" 8'-1" 2880 F 2'-10" 8'-1" 2880 G 1'-8" 8'-1" 1680 H 2'-8" 8'-1" 2680 1 2'-10" 8'-1" 2880 1 2'-3" 8'-1" 2480 K 2'-10" 8'-1" 2880 L 3'-6" 81-8" ARCH 8'-0" TO 8'-8" M 5'-0" 8'-0" 2680 PKT N 2'-8" 8'-1" 2680 0 2'-10" 8'-1" 2880 P 2' 8" 8'-1" 2680 Q 3'-8" 9'-4" ARCH 8'4" TO 9'-4" R 2'-10" 8'-1" 2880 S 5'-0" 8'-0" ARCH 8'-0" TO 8'-8" T 7'-0" 8'-0" ARCH 8'-0" TO 8'-8" U 3'-6" 8'-0" ARCH 6'-8" TO 8'-0" V 2'-6" 8'-1" 2480 EXTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT GRILLE PRODUCT CODE 1 4'-57/8" 5'-3" No SH 35 (EGRESS) 2 6'-0" 2'-0" No 6020 FG (TEMP) 3 6'-3" 6'-0" Yes (2) SH 26 4 4'-57/8" 5'-3" No SH 35 5 6'-11/4" 8'-1" No 6080 SGD 6 4'-57/8" 5'-3" No SH 35 7 6'-3" 5'-3" No (2) SH 25 8 6'-3" 6'-0" Yes (2) SH 26 9 1'-77/8" 5'-3" No SH 15 A 9'-11/4" 8'-1" No 9080 SGD B 16'-0" 7'-0" No 16070 OHD C 5'-4" 10'-9" No ARCHED OPENING 10'-0" TO 10'-9" D 4'-8" 10'-9" No ARCHED OPENING 10'-0" TO 10'-9" E 4'-7 1/2" 8'-2 1/2" No 3080 W/ SDLT (MAIN EGRESS) PROJECT LOG ISSUED FOR PRECON 05-25 ISSUED FOR PERMIT 06-14 M O 0 V W o W O M O J o00- st W J W ca u1 x vM Cl) LL 6 C'7 Lu Z m LL W -O Z —S N m �._CD o ® J >» cn� QLO o Z 00 in N c 0 L a QI _ V O p �++NQ � L � Cn co s� �' o nN @=o°�o ��0E�o= >(D°cf°ia-O cu 2(n00(nU(D E@)2.2-oo 0Q-Eomrn>, 0-. 0)•N fA O- E'vm�oC o W" (nC r-CL. H;r0a@"W W y1rpCaa)c� a> ca cL o a� ° aU ZZ a oa o z • rL • OF,C • O • • LL I LIJ Z ® 0 LJJ ®_ � U O v / 0 LL �✓ Z >- < U Z O LLi u O w O m `n � Q J 0 W 2 C/) 1/4' 1'-19" U.N.O. MW=53 PROJECT LOG ISSUED FOR PRECON 05-25-1 ISSUED FOR PERMIT 06-14-1 13'-4" T.O.G.T. 9'-4" T.O. B.B. 0'-0" FIN. FL SLAB 1' A3 FN IMPACT GLAZING ON FRONT ELEVATION SMOOTH STUCCO PANEL A3 NTRY FOAM MOLDING DETAIL - = DP=+29.9 PSI. -32.7 PSI. NTRY STUCCO DE_ IL U DP=+29.9 PSI. 32.7 PSI. - CLASSIC 3 � TYP. WINDOW STUCCO DETA 0' 0" F.F. SLA g'-4" T.O.B.B. SMOOTH BASE 0-0" F.F. SLAB IL PRECASTSTUCCO SURROUND IGH DENSITY FOAM MOLDING men I Olson in SMOOTH STUCCO) SMOOTH BASE PANEL FLAT CONCRETE ROOF MEDIUM TEXTURE DECORATIVE CEMENTITIOUS FINISH ON CMU BLOCK WALLS. TYPICAL. 0'-0" F.F. SLAB ------ ---- -32.7 PSI. -31.3 PSI. REAR ELEVATION - CLASSIC L 1_ I I L_ IL. L V /1 1 1 \./ I N — V LL/'%V V 1 V DECORATIVE CEMENTITIOUS VV �,VVVV FINISH ON CMU BLOCK WALLS. BASE TYPICAL. DP= +31.f -34.1 ��------ ----------------- - - - -.- RIGHT ELEVATION - CLASSIC 6'-0" DP=+33.4 PSI. -36.3 PSI. MEDIUM TEXTURE DECORATIVE CEMENTITIOUS, FINISH ON CMU BLOCK WALL$'. TYPICAL. Ell MEDIUM TEXTURE VE CEMENTITIOUS NU BLOCK WALLS. TYPICAL. 13'-4" T.O.G.T 9-4" T.O_B.B._. STUCCO IDS, TYR 00 c L.I.. O 0) v 00 o w o M cD 0 �k W M x LL d 7c) uj Z m LJL w w n rn J c�(D Q C O 00 z N c 0 L a - oaa CD CO .Q=Nina_@o ��N+'oo� ..-0 o,Z'�� o "= a)=o o� o aa))aa)iU2'E�o2 0-5 O m �6EvipN(9 ao a O.N E@da) .«- o o n 16 E o oN o�o•�N 0 D . L-.. a) U�o(n0Inc �( a) 0 CL Q) U) CUNON w Wu� 0ca)c.0 � a) f6 C"L � cc) .0 0.0ga)0a)Ca)" Z 0aU-a oa o k W W Ia 4 Z �U � (D � L�L W W 7 a Z L >_ J � O W U� 0 O w m O � � O co Q J O w pp p Ilk J 15 fn +O'tn0" U.N.O. ELEVATIONS mm MW.53 PROJECT LOG ISSUED FOR PRECON 05-25 ISSUED FOR PERMIT 06-14 ENG. AND APPROVED WOOD TRUSSES TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS SEE PLAN CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL ( ) TYP ROOF BRIG CONT 2x4 VERT, 0 2'-0" O/C NAIL TO TRUSS W/ (3) 16d NAILS 19/32 EXT. PLYWD. SHEATHING NAIL PER DIAPHARCM SCHEC I� II II II NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS a 24" O/C SIMPSON MGT W/ 22-IOCI 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" 2 A3 CONNECTION DETAIL CONT 2x4 HORIZ. NAIL TO VERT. W/ (3) trod NAILS. VIE IX4 BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END WI(3) IOd x 1-1/2" COIL NAILS SECTION VIEW 3 CONNECTION DETAIL #5 REBAR AT TOP MIN. (1) REQ'D CLEAR F = FILLED WITH GROUT a J a C.M.U. WASHER DR ER U = UNFILLED :)z r QUANTITY OF #5 REBAR AT U 2 28-1 /2" PACE DRYER VENT BOTTOM OF LINTEL CAVITY ¢ 0 w a — �z= OM GROUT _ 6F16-1 B/1T #5 REBAR REINFORCING 1*• PROVIDED IN LINTEL (VARIES) HEIGHT QUANTITY OF #5 NOMINAL t DRYER VENT LOCATION NOMINALWIDTH REBAR AT TOP 7-5/8"ACTUAL FRONT VIEW 8" NOMINAL HEIGHT TYP. @ WALLS 8U8 81=16-013/1T 8F16-lB/lT 8F24-OB/lT 8F24-16/1T 8F30-lB/lT TYPICAL LINTEL DETAIL CEMENTITIOUS MTERIAL ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MFR. (MAX. 8'-0" O.C.) T.O.B.B COVERED PATIO ALUMINUM FRAME, lx4 P.T. BUCK SET IN CEMENTITIOUS FINISH CONC. OR MASONRY FASTEN TO BUCK W/ SEALANT AND NAILED PERIMETER CAULKING 3/16" x 2 1/2" TAPCON W/ 1 1/2" CASE 2x P.T. BUCK SET IN SCREWS @ 12" O.C. HARDENED COIL NAILS CONC. OR MASONRY SEALANT, FASTEN W/ @ 12" O.C. MAX. 1/4" DIA. x 3-1/4" PERIMETER SEALANT 1x4 P.T. BUCK SET IN TAPCONS 3" FROM E.E CEMENTITIOUS FINISH CONC. OR MASONRY SEALANT AND NAILED J OOo AND 6" O.C. MAX. W! 1 1/2" CASE ° O 0 �CONC. OR MASONRY Oo HARDENED COIL NAILS o ° lx4 P.T. BUCK SET IN o. co Oo ° o O 00' - @ 12" O.C. MAX. DOOR TRIM O SEALANT AND NAILED DOOR FRAME, FASTEN TO BUCK W/ W/ 1 1/2" CASE HARDENED COIL NAILS DRYWALL BOARD DRYWALL BOARD (2) #6 GALV. X 2" @ 12" O.C. MAX. CAULKING CAULKING SCREWS @ 2'-0" O.C. DRYWALL BOARD ALUMINUM FRAME, DOOR FRAME, DOOR TRIM FASTEN TO BUCK WI FASTEN BUCK W! CAULKING 3/16" x 2 1/2" TAPCON GALV. PERIMETER SEALANT SCREWS @ 12" O.C. SCREWS @ 2'-0" O.C. CEMENTITIOUS PERIMETER SEALANT FINISH CEMENTITIOUS FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. OR MSRY. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & BY DOOR MFR. ALUMINUM FRAME FASTENED TO SILL W/ GARAGE DOOR SECURE FRAME TO SILL #8 x 1 1/2" SCREWS WITH SILICONE @ 18" O.C. GALV. STL. VERT. TRACK j j DOOR FRAME, BY MFR. FASTENED TO LJ CAULKING FASTEN TO SILL WI PERIMETER CAULKING TRACK BRACKETS W/ #6 x 2" SCREWS I FLOOR COVERING 1/4"-20xl/2" CARRIAGE e e @ 2'-0" O.C. BOLTS & LOCK NUTSI 0° Oo .° 0. 0 .00 O O° 'O �O � GALV. STL. TRACK BRACKETS FASTENED . '° 000 0 FLOORCOVERING TO WOOD JAMB W/ 7;l., ` 0 ~. 3/16"xl 1/4" LAG SCREWS PRECAST OR POURED SILL ° o O Qo. 0. CONC. FLOOR SLAB 2x8 P.T. ATTACHED TO � Oo PERIMETER CAULKING MFR.'S METHOD OF COLUMN W/5/8" WEDGE PERIMETER CAULKING GROUT BED ATTACHMENT SHALL ANCHORS @ 2'-0" O.C. VERT PREVAIL WHEN SUBMITTED (6" MAX. FROM ENDS) AND CONCRETE SLAB Wl COMPLETE INSTRUCTION 2" FROM INSIDE EDGE OF2x SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) DIAPHRAGM SCHEDULE(FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIEE EDGE INTER. EDGE INTER. EDGE INTER. LOCATIO PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24" O/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40/20 19132" MAX. 6" O/C 6" O/C 6" O/C 6" O/C 6" O/C 4" O/C 4" O/C SHOWN ON PLAN APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS EXT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SHANK AT 4" O/C MAX. TYPICAL WALL SPAN RATING 40/20 19/32 MAX. 4" O/C 4" O/C 6" O/C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32/16 15/32 MAX. 6" 0/C 1 O/C 12" 0/C EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 WE 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. 21NCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIF PARALLEL LOAD (IF2,PERPEND, LOAD l MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-I TA12 (5) IOd x 1-1/2" - 990 • 1980 • 335 • 610 • 245 • 490 TC-2 TA14 (1) IOd x 1-1/2" - 1205 " 2410 " 335 " Clio " 245 • 490 M TC-3 HTWMI6 (a) IOd x 1-1/2" (4)1/4" x 1-3/4" WAB. 1225 " - 1225 " - 1225 • - TC-4 HTAIro (%) IOd x 1-1/2" - 1810 • 2430 M 1 1100 1310» 2100 1215 " TC-5 HTW20 (20) IOd x 1-1/21, (24) IOd x 1-1/2" 15300 - - - - - SCREWS AB SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM, 1=1 1=1 I; III III Iai I I I II <SLO. PRE-ENGINEERED WOOD 'TRIJSSES <�— @ 24" O.C. TYPICAL --> U LIVING ROOM o o o o 20 FOYER 11 0 O •t •'•e SLOF� CEMENTITIOUS MTERIAL ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MFR. (MAX. 8'-0" O.C.) FLAT CONCRETE TILE 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWOOD SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & 12 NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 6 @ 24" O.C. TYPICAL W/ APPROVED ANCHORS AT EACH END SEE PLAN/ ELEV. GALV. METAL DRIPS ON 1x2 P.T. -r 2x8 PAINTED SPRUCE FASCIA STUCCO ON METAL LATH ATTACHED TO LEDGER & 2x4 P.T. BLOCKING W/ 7"x24" VENTS @ 6-0" O.C. NO VENTS ON FRONT ELEVATION (TRUSS MFR. TO PROVIDE FLAT SOFFIT) CEMENTITIOUS FINISH OVER 8" CONC. BLOCK R 4.1 FI-FOIL BETWEEN STU V-0" FIN. FL. SLAB iV Z g INSULATION PER ENERGY CALC 1�RAT RUNS PER TRUSS MFR. 5/6" DRYWALL OR 1/2" "TOUGHROCK" (OR APPROVED EQUAL) APPLIED TO UNDERSIDE OF PRE-ENG. WOOD TRUSSES FIRE STOP CONT. 8"xl6" MASONRY BOND BEAM W/ 1 #5 CONT. TOP & BOTTOM, FILL W/ CONCRETE CONT. METAL POUR STOP 1/2" DRYWALL lx2 P.T. FURRING @ 24" O/C BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES AND DETAILS TYPICAL WAI L SECTION SCALE :1 .1, = 1'_0^ -- a: EDGE STRIP DEFINED AS THE LESSER OF 10% 2 OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND _ _ AT LEAST 3 FT. ( \ i i a i I ♦ �� I I ------- -------\' O f 2 i —�-- a --=-----• Al' NOTE: SEE DIAPHRAGM 2 2 2SCHEDULE FOR ROOF ZONNAILING REQUIREMENTS. --- \ 1 ROOF ZONE DIAGRAM - 9'-4" T.O.B.B m 00 M � o rn a c o 00 M I N -° v a J uj 00 my x Cl) a = LIT Z DO LL w LO z q rn 0 > > 01 c�� z Q o o Z LO m r00 O Lf) ) 0 N c 0 t a v C co :2 0 C-0 -O O N O O L � E) 0 cn .,..-O 0.-', - N ..M 00~O �00 OE0.= C> O o N O .QC C� en E12 a) Q 015 0 1 min> U � O,N U}_'C O7�Uf�6CL— UE�M U)"0 NE yfC6(D f!'i p)OE) @106 h�-a li.i vi'C O O a) O I— 0 f0 O_.c-C .U) N �ONONCN- z 0-00a 0-0 n6 • L�l • 0 O W cm • OO All 11' e " Z ® o w 0x V O Vd S LL r Z J Z 0 o O U LJJ c) O w_ m O 0 U J ~ w O 2 1/4" = V-0" U.N.O. CTIONS i DETAILS A-3 MW-53 PROJECT LOG ISSUED FOR PRECON 05-25-17 ISSUED FOR PERMIT 06-14-17 0 iG I m m zo A ,,,, MATCHING DOWELS FOR 8" MATCHING DOWELS FOR 'Ire COLUMNS 48 BAR DIA. COLUMNS 46 BAR DIA. � CONC. MIN. W/ STD. HOOKS m MIN. W/STD. HOOKS COLUMN FIBERMESH OR z FIBERMESH (�R ,° MATCHING DOWELS WELDED WIRE MESH O 48 BAR DIA. MIN. b a WELDED WIFdE MESH GRADE W/ STD. HOOKS TRANSVERSE REBAR WHERE OCCURS N o SEE FOOTING SCHED. TRANSVERSE REBAR w WHERE OCCURS ° im •o •o SEE FOOTING SCHED. FIBERMESH ;o �, ,o �,Lu OR W.W.M. �> > = is __ Z of oo o S IRKt _.___W Z 'a TTT N a n.°° d-a�-'P•n�-- tWi1 a PAD REBAR - --- • - - EQ. EQ.. SEE FOOTING SCHEDULE - T - - EDGE BARS ALWAYS 145 CONT. SEE SCHED. REMAIN. SPACE OTHERS SCHED. SCHED. 3" MIN. COVERL 0" EQUALLY O EXT. CONT. MONOLITHIC O EXT. CONT. MONOLITHIC 1OTHICKENED EDGE STEP O ISOLATED PAD zc NO FOOTING SCHEDULE MARK SIZE (WxD) REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC 1 F-2 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC @ RECESS 2 F-3 T-0" x T-0" x 12" H W/ 4 #5 EA. WAY, BOT. ISOLATED PAD 4 TE-1 10" x DROP x CONT. W/ 1 #5 CONT. THICKENED EDGE @ DROP 3 COLUMN SCHEDULE MARK SIZE -TYPE DESCRIPTION C-1 8" x 8" BLOCK CONC. BLOCK W/ 1 FULLY GROUTED CELL W/ (1)#5 VERT. EA. CELL @ 8'-0" O.C. MAX. OR AS LOCATED ON PLANS C-2 8" x 16" BLOCK CONC. BLOCK W/ 2 FULLY GROUTED CELLS W/ (1)#5 VERT. C-3 8" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (2) #5 VERT. CA IRREGULAR BLOCK 450 MITERED CONC. BLOCK W/ (2)#5 VERT. IN FULLY GROUTED CELLS C-5 12" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (4) #5 VERT. OC1 TYR 11'-2" L 1 V-2" 00 M W O °' V co r• J 0c) Li J W �Lf) x `t aLd d M LL Z m� W 211 _ n Z 0 ID p ❑ > 7 W Q C �� Z O Lf) O Z D co ® N C O L a C c6_c� 0� �•�cu L'n Ey O QN ..a0.m=N •= m O O� O 330E�c= @�ln CO fn U(D Ef602%9-aw5 o d L) "r .-EQao oc a�iEELco cca. is N w r- M (D cl)aa0)=cmf c ch to W vitf O C N C� �__ O f6 d�.0 .m.N+ Z�-00-0 0-6a o th o FLFUq m E C00 � 0z®r 0 0U CD � ICI ®� 0 s ® W W Z ® ❑ W <U ® o Z J Z 0❑ 0 W C) O v ce)W CI 120 ❑ ::) Gal F— Q J W U) Gig 1/4" = 1'-0" U.N.O. NPAA `ION PLAN A-4 �f� MW=53 IN LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2047 532 872 247 8F34/1B1T 2 3'-6" 6113 773 3547 253 8F16/1B1T 3 5'-10" R 4360 266 2093 181 8F14/1B1T 4 7'-6" 2661 245 1634 162 8F16/1B1T 5 7'-6" 2661 1470 1634 505 8F16/1B1T 6 5'-10" 6113 234 2093 100 8F16/1B1T 7 5'-10" 6113 0 2093 0 8F16/1B1T 8 10'-6" 1533 0 1183 0 8F16/1B1T 9 17'-4" 950 765 404 200 8F16/181T 10 7'-6" 2661 282 1634 128 8F16/1B1T 11 7'-6" 2661 1105 1634 397 8F16/1BiT 12 5-10" 6113 1095 2093 502 8F16/1B1T 13 7'-6" 2661 575 1634 232 8F16/1B1T 13 0 12 0 PROJECT LOG I I ISSUED FOR PRECON 1 05-25-171 ISSUED FOR PERMIT 1 06-14-171 00 M W O 91 I..L UJ pip M N J Lo -2 00 — w W m d. x >M cc a = M w z m z Z ywN,O o Q m • > Sa- J rn c z Q O z o co o 00 Q N c 0 t a o0' —com �a -0,�5 Cc:a mmaiwonO a o Lfomoo~0 (DmOEmo= �aOc0pT vipmbo ac,�!lpcU)� Ef (D2.2-ao O ' E 076 V) >. U C p.N p = I1 +-'E=NUNQ-c �O-cp a) co 0p E2tc-ca.-. Nmmw >ccv 2a) �oo�a)-ccoa)c0aci LLlvitfocaic-0 P (D m a.2)t.mw Oz °-00-0 o-mo • CL • © • 04 3: �:7 0 r • _F W U I'JJ A-5 VAYM,11i a 3035 SE 6 �A c Qj J MAX. UPLIFT TC-1 U F 3 BY BUILDER F- IAX. UPLIFT (2) TC-1 U H c U H UPLIFT E.E. TC-1 U 9'-4" WALL HEIGHT 9'-4" COLUMN HEIGHT NEEWALL T013'-4" 57# MAX. UPLIFT E.E. (2) TC-1 Indicates Left End Of Truss On Layout & Engineering Sheets HUS28-2 HANGER QTY. (1) HUS26 HANGERS QTY. (4) a /W/ PROJECT LOG ISSUED FOR PRECON 1 05-25-1 ISSUED FOR PERMIT 06-14-1 OD M w O a V o w o co Jco J No W m y a � LL Z m� W Z Lo 4N 0> >_ 7 0) 4 J c ' 04 o z Lo co co Lo o a L a Ol = U-O-0 :0 Qi a�ca (Q (6 -0 , 2& ��,ma@O 0°(D0 10 "OE La)—co=oa°i--E 8�O�o= �'>C7oU�p to A U cu N ET022'5t O a) U a m > 0 - O a 7� coO V10 N E `L N N Ow >r-o-0a�� W y1= O � n 0-0 I- a)aa•��.L. pUTqj • • ,r • • o C; — 0 01 0 C-4 :[E • 3: c LLI () LU Q z C� 0 LLI ® cU O (n (D LL La z ° o U W to � w O CD co Q J O J W 2 (/) 1/4" = 1'-0" U.N.O. gToMm"WRIV A-6 MW-53 0 PROJECT LOG ISSUED FOR PRECON 05-25-1 ISSUED FOR PERMIT 06-14-1 (1) SETS OF (3) •410 AWG. THWN IN 2" CONDUIT 200 AMP SERVI E ❑ METE DISCCO nAu PaN 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM GARAGE CEILING (4) 2x4 METAL AS SHOWN TO GARAGEFLOOR z IL K O O LL w w U) ELECT. PANEL / CHASE ELEC. PANEL 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 2 RANGE 2 50 6 12.0 0 2 DRYER 2 30. 10 5.0 0 2 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1.5 0 1 GARBAGE DISPOSAL 1 20 12 1.0 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 12 0 1 GARAGE DOOR OPENER 1 20 12 .4 0 3 SMALL APPLIANCE 1 20 12 4.5 0 12 GEN. LIGHTING 1 15 14 5.1 0 1 37.9 1 9.6 1 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.16 A/C LOAD AT 65% = 6.24 TOTAL = 2(.4 27.4x1000/240 114.2 AMPS 1 i i KITCHEN 0 DISPOSAL SWITCH DINING HB 4'-6" Cc' RETE SLA3 0 I I nKM -COUNTER @ 36" A.F.F. PENDANT LIGHT PRE -WIRE WG ;PEAKER 3T. T.B.D. LL ao SPEAKER %44QT. T.B.D. 0 T. /CO'VERED PATIO LIVING ROOM 4,-6" Ck�D 10'-6" /{ SPEAKER e - / HOMERUN C )OR OUTLI,2T'f / '€ RASS �6VER / /SOUND INSULATION ------- -- \,\----------- 1 V W.I.Kc��..�C. V/ jT Ii , i � I p i MASTER BATH BEDROOM #2 • $ % WALL AND CEILING OF GARAGQEH TO BE SEPARATED FRORESIDENCE AND ATTIC AVBY 1/2" GYPSUM BOARD ATTACHE 20 MINI SOLID 1QORE _ - - - - TO GARAGE SIDE DOOR JJ/ RABBETED JAM OVERSIZED, ♦\ I I WEATHRSTRI PING AND S2LF-CLSING ♦�� _ _ _ _ HINGES y / ♦ --------------- ---♦ y�F GARAGE I , � r i �\ ELECT. PANEL SEE DETAIL ON SHEET E-1 \ - ------------------ I H.B. CHASE - ' Q — m x OF KNEEWALL @ 42" A.F.F BTM OF HDR @ 96" A.F.F. o 'DON MONOXIDE ALARM SHALL " STALLED IN ACCORDANCE 'E"FAZ. RULE 913-3.0472 WITHIN 1-EET OF EACH ROOM USED FOR -PING PURPOSES. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS A14D STAIR LANDING WIRED $0 THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. PUMP & TIMER DEDICATED OUTLETS ELECTRICAL LEGEND ELECTRICAL SYMBOL pre -wire ceiling fan + _ can light 6inch 0 fluorescent light 1 x 4 fluorescent light 2 x 2 z pendantcone o exterior light electrical meter 8 electrical panel USB connection 7 bell D cable tv outlet N ceiling receptacle WP duplex �P ceiling receptacle duplex pushbutton 0 thermostat fan pre -wire light outlet outlet 220v outlet gfi outlet wp (bw P outlet smoke detector split receptacle lb switch $ switch 3 way 3 switch double switch triple $$$ telephone 4 vanity bar light o o O CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNT LOAD. B. GENERAL LIGHTING CALCULATED @ 1972(SQFT.) X 3 (WATTS/SQFT.) = 5916 / 12 (GENLTGCIR) = 493 (WATTS/EA) C. A/C CONTRACTOR SHALL SIZE A/C UNITS A/C UNITS SHOWN ARE FOR ELEC. CALC'S ONLY. NOTE: PROVIDE ARC FAULT - INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLES. (PER NEC 210-12) NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O-SC9120B KIDDE SMOKE- 21007581 C/0-21006377-N Icrs cre Pr pared fo re Bullce- end rot ar} Fldqred or FLIt Uie user Home o me- of �e tubj- e Property crd cry lodifica ns ')ele errs a id oHe Charges Auth iiv oy (,PC)N -nes C r c,ciior c ether SHO ertlty are P rmiss b e to it cludea, cut not be imnt d to ectr cc Des gn M„ difica,*3n ixtu"e Oui,e: o. --i,cuit ,.r.:rged Comblrotlnns o- Charges. AI Final Wo,k shot be a: a mnlmun- Lqual to Coce m r'mums anc cn✓ choice,, o-c oily Pe,r-issiole f Suagesed and omplete cy a 'icersed Electrician0 '.ong es Apo icab e Co s are Met nd Loac Suff ciert to Mr H 's m n mLm Level or Service end Opera 00 Cl) W a V cO o W C) M # (O J O 00 W CULQ X m �MLL a cn W Z m LJL z 0) m J E 04 ° 00 Lo ® ® N 0 0 0. a N0) Co L a�y(Da0 �7 a)-r-" •'03 OO�O 'S30Ea.c2 0 a) 2 n= 0 c>(D R M = 0 "VJ CO u1 U(rj E-TN �.�-O O a 0. U a-' (Dy U}_'C O �.=-04=+ a)>, UJ C- C . Eo-o 0c: NE 2 = c- C CL+e Q>CCa(0NN Z_ WIn�OCNNC� F- N 03 IZ�L.0.4 0 n." 1n" rn._ 00000co" z 0-00-0 0-0.0 C�NNI■I O LE �1 L E 5,0 Q C 0 o �. 0 �] (1)N O C 0 CN 0 ... V/ O�— � L� W LU Z ® 0 Lu Z Q Of Q W I ` 0 LL W LLI U Z J H Z 1)o 0 W Q ® w O m �' o 7) Q Zi W ELECTRICAL PLANPLA E-1 MW=53 PROJECT LOG Biscayne 7 Job #: Biscayne Grande Lot 53 Performed by Skyetec for: GHO Homes Conifer Drive Fort Pierce, FL 34951 )x10 03 cfm 3.5 Ton Scale: 1 : 112 Page 1 Right -Suite® Universal 2017 17.0.04 FRS000269 2017-Jun 13 13:43:27 .ABiscayne Grande Lot 53 GR N.rup I I ISSUED FOR PRECON 05-25-17� I I ISSUED FOR PERMIT 1 06-14-171 4 co W O T ao 00 W Q a J J L n W a W >M :DLU ch z ME j n�Lo z ' ? Un m rn o > C> J c-�� � z Q ., N Z O co m `o m o t a 0 =mco � .� a -0zC -0@o oa) "ooa) 330E(Dr-= N a) 2 0 01> C� ° c = r- QCt C (ni� E (D . —0 o 0 a� O c�i-co-C +.orn o a) a) CLCfl�o Wy`oC(Dc� �- a) Co n..0)=.m4 a" 0. (n. z °-oUv o-�o 4a Or. Qp O 'O a m N E O O ON 0 O=O xI W w Z o C� 07 ILL ry Z }U J Z D O W � 0 W O 00 �' o J co Q Z W cf) 1/4" = V-0" U.N.O. MECHANICAL PLAN M ' ►ker' �� I�b� MW=53