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HomeMy WebLinkAboutBuilding PlansTHESE PLANS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT LIAY BE NECESSARY M ORDER TO 4'ONFILY WITH ALL 1 PLICAOJ, CODES." *1'Wl - os'ZI ST. LT'CT7 C- _1T71i"d'4 E?T ] A T :r R.EaJTFSD T t033 rHr. ,i % B DATE ,'CANS AND PE MIT MUST BE KEPT ON JOE ORN011 TDXSPECTIONWILLEEFPS pie LlIoIpy PROJECT LOG ALL MANUFACTURES LABLES SHOWING "., U FACTORS AND SHGC COMPLIANCE C%CEALE�,rH,. 0 R A T T Ta1,HME,'ISSUED FOR PRECON 05-09-17 WITH FBC ENERGY CODE MUST AqIHERE$Jh'ONS!,�BILl7OFTHE ISSUED FOR PERMIT 07-17-17 REMAIN ON ALL DOORS AND WINDOWS CONTRACTOR OF RICO UNTIL INSPECTIONS ARE APPROVED 1 A 111 GENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PRONE PRECAST 1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION, UNTELS AS NECESSARY. (I'm = 1500 PSI) 1. PROVIDE tx2 P.T. FIRESTOP HORIZONTAL O CEILING & WALL INTERSECTIONS R 8'-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92 VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SHALL LOCATED METER & PANELS AS REQUIRED. FLORIDA BUILDING CODE. 2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2014 FLORIDA BUILDING CODE 5th EDITION 3. ELLS, UNTELS AND BOND BEAMS WHERE 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 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE GRAVEL CONCRETE. LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COUNTY AND ALL APPLICABLE AMENDMENTS. DOORS AND FRENCH DOORS STALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4, ALL BRANCH CIRCUITS IN RACEWAY OR NH METALLIC SHEATHED CABLE REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Het FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN, 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER EFFICIENCY SECTION. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4• IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014 ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE AND IN NO THE TRUSS OF HIS B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT ANUFFACTURERD AT ABBREVIATIONS THE MASONRY. . IFTY LAYOUT THATAFULLYEVES PROVIARCHDET INTEGRATES NTH THEFAR ARCHITECTS SUPERSTRUCTURER PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 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. ABV ABOVE EXT. EXTERIOR 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. AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN, OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS B.P. BI PASS FIN.. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW RDNFORGNG BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS BLK. BLOCK FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. BLWI BELOW BRG. BEARING G.T. GA. GAUGE MIN. O. MINIMUM MASONRY OPENING T.O. T.O.B.B. TOPOUGH OUT OF MASONRY BOND BEAM HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND 11. PROVIDE PRE-WRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BOTTOM EACH STUD, AS PER CODE. BTM. BOTTOM CMG. CEILING GALV. GFl GALVANIZED GROUND FAULT INTERRUPT MONO. MTL MONOLITHIC METAL TO.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (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.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. CMU CONCRETE MASONRY UNITS COL COLUMN GL GAS GLASS GYPSUM WALLBOARD O.H.D. 0/C OVER HEAD DOOR H CENTER M. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 73. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.LF. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND CSMT. CASEMENT HOT, HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER DBL. DOUBLE HPS HOOPS P.S.I. POUNDS PER SQUARE INCH W.A./WEDGE ANCHORS BUILDING CODE REQUIREMENTS FORMA MASONRY STRUCTURES AND THE 4ON PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. BUILDING 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. DISP. DISPOSAL HS HORIZONTAL SUDING PARI"N. PARTITION WO WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UHTING SHELL COMPLY WITH NEC SEC. 410.8. DP DESIGN PRESSURE DR. DOOR HVHZ INS. HIGH VELOCITY HURRICANE ZONE INSULATION pKT, PLYWD. POCKET PLYWOOD WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/AS.C.E. 7-10/T.M.S. 602- 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS . 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE E.E. EACH END LG. LONG S.C. SOLID CORE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEC, ELECTRICAL LIN, LINEN S.G.D. SUDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. ELL 17. PREW1RE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE LT. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XITS UNLESS OTHERWISE7. 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 NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, UFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 ND 20 AMP BR ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: VERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R11 9100 OHO 16080 WAYNE DALTON N/A 5/16-X 1-5/8' LAG SCREW AT EA. JAMB BRACKET D.P= +28.5 PSF +39.2 PSF -43.7 PSF 8'-0' DOOR HOT. = 5 BRACKETS EA SIDE -32.2 PSF B FL 17499.6 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPCDNS W/ 1-1/4- MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -34.8 PSF C FL 17499.6 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P = +31.9 PSF +50.0 PSF -50.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF D FL 17499•6 SH 25 MI WINDOWS & DRS NON IMPACT 3/16- TAPCDNS W/ 1-1/4- MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF 0 W' O/C MAX SPACING & 2" FROM EDGE -41.7 PSF E FL 17499.6 SH H33 MI WINDOWS & DRS NON IMPACT 3/16' TAPCDNS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF 0 10. O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF F FL 17499.6 SH 35 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF 0 IT O/C MAX SPACING & 0 FROM EDGE -34.8 PSF G FL 17499.6 SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPGONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF H FL 17499.6 SH H33 MI WINDOWS & DRS NON IMPACT 71'.6- TAPCONS W/ 1-1/4' MN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF 0 IT O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF I FL-7630.1 2680 SGL LITE DR THERMA TRU NON IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14" O/C MAX. SPACING. -34.8 PSF J FL 17499.6 (2) SH 26 MI WINDOWS & DRS NON IMPACT 3/s6' TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +50.0 PSF -50.0 PSF 01P" O/C MAX SPACING & 2" FROM EDGE -32.7 PSF K FL 15349.1 6414 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPCCNS W/ 1-1/4' MIN EMBED DR= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF L FL 17499.6 SH 35 MI WINDOWS & ORS NON IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF 0 IC O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF M FL 15349.1 4614 TRANSOM MI WINDOWS & RS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED DP= +33.5 PSI, +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF N FL 15332.3 12080 SOD MI WINDOWS & ORS NON IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P= +28.5 PSF +35.0 PSF -35.0 PSF 0 127 O/C MAX SPACING -31.3 PSF 0 FL 15349.6 12014 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -34.8 PSF P FL-7630.1 2880 SGL LITE DR THERMA TRU NON IMPACT i/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14" O/C MAX. SPACING. -41.7 PSF Q FL 17499.6 (2) SH 35 MI WINDOWS & DRS NH IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +50.0 PSF -50.0 PSF 0 10' O/C MAX. SPACING & 2- FROM EDGE -33.6 PSF R FL 17499.6 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCRS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF 0 Hf O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF S FL 15349.1 6020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF T FL 17499.6 SH 26 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +50.0 PE -50.0 PSF 016' O/C MAX SPACING & 2" FROM EDGE -41.7 PSF U FL 17499.6 SH 26 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +50.0 PSF -50.0 PSF O 10- O/C MAX SPACING & 2' FROM EDGE -34.8 PSF V FL 17499.6 SH 15 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF FL 15349.1 W/ F.G. ABV. 0 10' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -60.0 PSF W FL-7630.2 3080 DR W/ 14" THERMA TRU N/A 1/4- TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0 D.P= +29.9 PSF +50.0 PSF -50.0 PSF SIDELITE 6" & 14" O/C MAX. SPACING. -327 PSF X FL 15349.1 4621 ARCHED FG MI WINDOWS & DRS NON IMPACT 3AS" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF Y FL 17499.6 91 15 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF FL 15349.1 W/ F.G. ABV. 0 10' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -60.0 PSF Z FL 17499.6 (2) SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +50.0 PSF -50.0 PSF FL 15349.1 W/ F.G. ABV. O 111 O/C MAX SPACING & 2" FROL1 EDGE -327 PSF +60.0 PSF -60.0 PSF CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL AN CH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. BEFORE GROUTING, 12 DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE N0. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES R 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 OR BETTER, AS 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW RADE-2" UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FISERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 16" O.C. PLUMBING NOTES ON 0.006 VTSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; OTHERWISE NOTED, CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 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. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 4, ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 PENETRATION INTO VERTICAL WOOD 4. FOOTING DESIGN BASED H 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. 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 BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOC( COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. USED FOR SOFFITS OR CEILINGS DOOR BEAMS (28' MAX AND ADD 2- BARS BOTTOM IF DROP EXCEEDS ®'• MTL FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE. 1-1/2" LONG AND .120" DIAMETER U.N.O. MECHANICAL NOTES 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. 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 8. DAMAGE PROBABIUTIES 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. 2014 5TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS ET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL* 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 PUBUSHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE, 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS I DOORS NOT LESS THAN 11? (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3. LESS THAN 141" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE PROPOSED SINGLE FAMILY RESIDENCE BY. 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL 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 E7OXX. 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 'E' '10 HO' N11q_w_W LOAD SCHEDULE LESS THAN k' (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE. rlLOCATION LIVE DEAQ PARTN TOTAL ROUND FLOOR 40 50 10 100 DRAWING INDEX SECOND FLOOR 40 15 10 65 C-1 COVER SHEET ROOF 30 18 0 48 PLAN TANNER RESIDENCE Arne 20 10 ° 30 A-1 FOUNDATION A-2 FLOOR PLAN WIND: A-3 ELEVATIONS ULITIMATE WIND SPEED = 160 m.p.h. A-4 SECTIONS BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN TACOMA BUILDING= DESIGN AS ENCLOSED A-6 TRUSS PLAN y EXPOSURE = C E-1 ELECTRICAL PLAN ROOF DEAD LOAD FOR WIND M-1 MECHANICAL PLAN LOT 91 DESIGN TAKEN AT 10 P.M. ROJEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND MEADOWOOD WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASE 7-10. DESIGN PRESSURES FOREXTERIOR 1 DOORS AND WINDOWS ARE NOTED H THE ELEVATIONS WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR COPYRIGHT 2017 THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # SCALE 4 DWG' 2 ELEVATION FACTORS TO OBTAIN TEST PRESSURES. 3 TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS DWG. °S� c# COLUMN LABEL ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.3 MAX. 104-1/4" HORIZ. MI WINDOWS &DES 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & 8TL1. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 16-0314-.08 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. CAPISTRANO CONCRETE TILE PRODUCTS SIDING STUCCO N/A N/A N/A N/A 2 I RNG SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL HURRICANE PANELS FL 16293-R1 HURRICANE STORM 1/4' -20 x 3/4' S.S. 377 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 iv C4 ■ N ❑ N N5O ® ® ® F# FOOTING LABEL -,-,"SECTION SCALE \ \ POT SHELF HEIGHT HIT FIAM AS NOTED 25j SECTION Df%l%/%T%DROPPED SOFFIT / II °WIG SOLE /��/F�1fff I'0�� HEIGHT AS NOTED LI{MI�IIIII -DO Z - 1 LF ARCHED ELEV. SEE SH 15 SH 25 SH 35 SH H35 2x P.T. INTERIOR ELEV. PLAN WOOD BUCK # MASONRY CONSTRUCTION ■ ■ ■ ■ ■ ■ ■ ■ SHOWN TYP. TYPICAL M.O. 20 1/8' M.O. 38' M.O. 54 1/8" M.O. 27 1/2' 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. 77 1/2" W X 98 1/2" H X 98 1/2' H X 98 1/2' H X 98 1/2' H X 98 3/4" H ■■ GROUT FILLED CELL SEE 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD 8f BEAM LABEL ® FOUNDATION PLAN P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB �� ■ ■ ■ ■ ■ ■ ■ '- ■ ■ ® REVISION NON -BEARING FRAME ® 38" 70" 38" 1 CONSTRUCTION ANI EDGE OF SLAB BEARING N SH 35 6 ``� NORTH ARROW ® CONSTRUCTION E ` 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR rq 711TYP. ?S• �(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) BREAK LINEELEV BEAM HEIGHT CHANGE DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4"BOARD OR IA. � GRAPHIC SCALE 0'-0" FIN, FL SLAB FLOOR ELEVATION BAY WINDOW l CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE scAL1: 1/8' = r-o \ ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES - /LLJ M m rn o Lu a LL o W W D Z = Z < z W O y ^ LL W U J b LL n w z p J 0 N Z w 0 Qa :2 v o c o tZ O o •in N iz 0 +� un L t0 U) = O) C � � o > C)6 aC @ � ca O V a c $ O oO N C Q 5 E E O M O o E L o -a C:)-v i •3 a-+ O) O) N O a co >o cr � O u E 1T c p S (n , a E 'o E P' = U 8o Z M a � � u . N 0 W A Lj A LL z O Mi O C) W u 0 i F Q Lu U) 1/4" = 1'-0" U.N.0. COVER SHEET C1 m1w - 91 4 RMESH OR .: .. w 5 FlBERMESH + °' DED WIRE MESH OR W.W.M. FOUN. N07ES jL8 TING REBAR 3" MIN. COVER 10 3" M . O F0077NG SCHED. r ' 34 THICKENED EDGE #1 w CONC. UM w COLUMN MATCHING DOWELS lj-., 48 BAR DIA. MIN. GRADE > : W STD. HOOKS EXTERIOR CONT. I` 11 '—;i: - OTYP. 1 MONOLITHIC FOOTING 0 "—J -' y MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS PAD REBAR EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED. REMAIN. SPACE OTHERS EQUALLY ° O ISOLATED PAD i ' WOOD POST, FlBERMESH OR FlBERMESH SEE FRAMING PLAN WELDED WIRE MESH OR W.W.M. PAD REBAR FOOTING REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS SCHED. SEE FOOTING SCHED. REMAIN. SPACE OMIT CENTER BAR WHEN OTHERS EQUALLY. 38 ONLY (2) REOD. - EXT. CONT. MONOLITHIC N MASONRY WALL .I MATCHING DOWELS 48 BAR DIA. MIN. EQ, EQ GRADE W STD, HOOKS SEE SCiEDULI TRANSVERSE O IN MONOLITHIC BARS ONLY AS o ' READ. SEE . SCHEDULE y PAD REBAR EQ. EQ. SEE F007ING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAAN. SPACE OTHERS EQUALLY 7A CONT, ISOLATED SPREAD FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP710N DETAIL N0. F-1 20" x 18" X CONT. W/2 #5 CONE. EXTERIOR MONOL17HIC 1 F-2 20" x 18" X CONT. W/2 #5 CONT. EXTERIORMONOLITHIC 38 F-3 2'-6" x 2'-6" x 12" W/3 #5 E.W. B7M. ISOLATED PAD F-4 24" x 18 x CONT. W/2 15 CONT. ISOLATED SPREAD 7A F-5 2'-6" x 2'-6" x 12" W/3 #5 E.W. 87M. PAD &' INTERIOR WOOD POST 6 r;_—, f0" x DROP x CONT. W/115 CONT. THICKENED EDGE AT NW COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC BLK W/ i FULLY GROUTED CELL 11111, 0 VERT BxB AT 6'-0" 0/6 MAX. AND AT EVERY CORNER A► D C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'=O' WIDE CONC BLOCK W/2 FULLY GROUTED CELLS W11-IS VERT EACH CELL 8x16 C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC BLOCK IN FULLY GROUTED CELL W/ VERT. 45' MITERED CONC. BLOCK IN FULLY IRREGULAR C_4 BLOCK GROUTED CELLS W/ 2-15 VERT. 12x12 C-5 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 4-15 VERT. EACH CELL C-6 W04"0" OD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS 48 BAR DIA. SPLICE CONC. POURED FILLED CELL W/ STL. PER PLA DOWELL & EPDXY (1) #5 REBAR INTO SLAB 0 FILLED CELL LOCATION W, 4" MIN. EMBED. INTO SLA L 8"x8" PRECAST 1'J LINTEL. SEE LINTEL SHOP DWGS x.1:. FILL COLUMNS I' AND LINTEL SOLID {' W/ GROUT { FILLED CELLS W/ 1#5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN MISSED COLUMN STL. DETAIL 48 BAR DIA. SPUCE C+: SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE t o m FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN :ONC. SLAB 40NOLITHIC 'OU N D ATI ON PER PLAN "i M 0 m 'Vila con PROJECT LOG ISSUED FOR PRECON OS-09-17 11'-4° ISSUED FOR PERMIT 07-17-17 (2) S 35 9H _ HEAD 8'-0" C5 C5 f ® ®® ®® Isis I I ❑� I — — — — — —� � ® F3 — m m m m 5'-8" 7'-1" 2'-11' -4" SGL UTE m m °' m cs (2) SI 1 26 W 1'-7" '-2" V-8" 2'-6" ~ ` FG 1(" HIGH . v FG ABV 2 80 I • A4 HEAD 10'-0" SG U c2 • • ® ® ®®• ° • It ®I r I----- --—F1------ -I - T- 6" M SHOWER PAN-�' RI • 1 1/2" LARGER ON ALL 0I N w I SIDES THAN ACTUAL = FINISHED DIMS. I I • I --0V-8" 7•-10" 6�5 II SHOWN HERE I ° 12080 SGD 6° SHOWER � W/ 120141 V. (4 PANEL) RECESS - C4 HEAD 1 10'-0" 15-6" \/ �/ \• F -1 F1 ® I _ C- F1 I F5 N v II—IUI�.-�J • FORM SHOWER PAN • I 7E-i 1 1/2" LARGER ON ALL — 8 3'-10" SIDES THAN ACTUAL FINISHED DIMS. — — — SHOWN HERE a° �o �m I F2 r 7E-1 i I 4" 6'. I I � N I • N N I I F1 --9+ 26- HEAD 0 8'- cen ca 4'-4" ° • SUPPLY PLUMBING & ° ° 5'-7" ELEC. TO ISLAND UNDER SLAB — —I CIS I J II ® I I N C L — L — I F5 NOTE: 21'-2' ALL COLUMNS ARE C1 U.N.O. • I 0 _0'-0" FIN. FLOOR SLAB TERMITE TREATMENT REQUIRED F1 3080 DR W/ FG TRANSOM ABV • •• an •� 5��f�``° I � • c2 c2 ��� ®�� C e; �D4 C4�1 2'-6 1 5-8" 13'-5" i x 10'-4" 3'-9"L 2'-8" 1•-4` • o w � �(— — —I 7E-1 • x 4" 7-71 F1 • (2) SH 25 • \ 3'-11" 2-1 1 2" 15 ;1/pan2FG ABOVE \ \\ 0 \ F4 C4 F2 \ \\ "I 4 C4 I I I I A A4 4'-51/2" 1 4'-11 D 5-1/2° DEEP RECESS 4" EDGE OF OPENING, TYP. FINISH EDGE OF CONCRETE AT RECESS, TYP. c2 • I I I I \\\\ 8' W X 5 1¢" D RECESS UNDER SE \\\\ PAVERSHA FOR (FOOTING DEPTH MEASURED FROM \\ BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS \\\\ BEHIND (SLOPED) o m f I N IO $ F2 CONIC. I 4 SLOPE 2 > I I • ' I F1 I ELEC. PANk I F2 — I— — —— ------------- II C2E 0 _ 25 HEADHg27'-4" HEADH92-r HEADH4 7'-4" 6'-4" ui M rn a LV Q # J ul W d 5 m LL D m LL W Z Z � Q J Z 0 o e U J � � O a A w m m ° Z " a Oa m f6 rn E- 4- • c Er m a a— a ah av o 0 T a f° E 4 o n u :5 =aj rnJn j a�i N ra cm a e `o E n � N CL aj E E o ig o 0 V E O i N H E Z O fa G L SG V d aj �Wl W o �V W tO A A� 2f 0 O O O u `- � f J OJ � 1/4" = 1'-0" U.N.O. FOUNDATION PLAN 0 Y 791 x 2411 so t Vent 2,C 3!4"- 7" =Vinyl Coated FlerglawMesh18x16+/_ _1 0-- OISAluminum Alloy 3105, 3003 Sllfi Vinyl Coated Fiberglass Mesh Area = 22.5" x 5.5"= 123.75 Square Inches 123.75 square Inches X 66%= 81.675' Square laces of open Area{ :Air Flow) 261ANIMbbWdstRUM11113W m awl: ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3627 (SQ.FT.) x 144 = 522,288 §Q IN. / 150 = 3,481 SQ. IN. REQUIRED NET VENT AREA / 81.675 SQ IN. PER VENT = 43 VENTS TOTAL (3,512 SQ IN) NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENT '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 024" 01C TYPICAL IN/APPROVED GALV. TRUSS ANCHORS EA. END ,&l SEE PLAN/ ELEV, GALV. MTL. DRIP ON 1X2 P. I. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING W/ 7 x24" VENTS ® C-0" O.C. 0 REAR AND TWO SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK R 4.1 FI-FOIL BETWEEN STUDS O'-0" FIN. FL. SLAB �12 6 F/i/ INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANE. 5/8" DRYWALL OR 1/2" "TOUGHROCK' (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP 2'-0' CONT. 8'x16' MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. (P. O.H. CONT. METAL POUR STOP 1/2" DRYWALL 1 X2 P. T. FURRING 0 24' 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. F0077NG SEE FOUNDATION PLAN FOR N07ES & DETAILS Ar-III=111=1 I' 6" WIDE STUCCO BANDING & SILL 8" WIDE STUCCO SURROUND W/ STUCCO KEYSTONE (TYP. OF 2) a=6 -0 EDGE ZONE SMOOTHS CCO BANDING I I i 31.9 PSF 31.9 PSF O D.P.= ±41.7 PSF O D P - +34.8 PSF O D.P.= +33.5HPSF OX D.P.=-36.3APSF -36.3 PSF BLW OD.P.= +29.9 PSF -32.7 PSF CONIC. "S" TILE 12 6 a-6 -0 EDGE ZONE " I I I 14'-B" T.O.B.B. I I 11'-4" T.O.B.B. 8" DEC. STUCCO BAND W-4" T.O.B.B. SH 15 W/ 3 5 ABVO D.P.= +32.7 PSF Z TEXTURE D P - -F34.8 PSF O D.P.= +34.8 PSF O D.P.= +4i 7 PPSF SF O SH 15 / FG, PSF BC D -36.3 PSF MASONRY CONSTRUCTION, TYP. 6" WIDE STUCCO BANDING &SILL FRONT ELEVATION - CUSTOM ELEVATION OD.P.= +31.9 34.8 PSF O D.P.= BELOW.+29.9 PSF O D.P.= +30 5 PSF -32.7 PSF -36.3 PSF a i 0 i b 0 i BELOW: ABOVE: O D.P.= +28.5 PSF D.P.= +31.9 PSF O -31.3 PSF -34.8 PSF DEC. STUCCO BASE MEDIUM TEXTURE 1 D.P.= +29.9 PSF CEMENTITIOUS FINISH ON -33.6 PSF O MASONRY CONSTRUCTION, TYP. REAR ELEVATION 0'-0" FIN. FL. SLAB 11'-4" T.O.B.B. 9'-4" T.O.B.B. 0'-0" FIN. FL. SLAB 110 9'-4" T.O.B.B. O'-O` RN. FL. SLAB PROJECT LOG ISSUED FOR PRECON 05-09-17 ISSUED FOR PERMIT 07-17-17 w � 0 m o W u�i J r ' a CO W W d J Lu w Z z N z 0 '0 y M ow F K o 0 z J 0 ~ 0 m z 0 Qa o � o a> > `a a = o o c sp o 0 o U n 4t c w �_5.& p - (�vn - 0 E E o 2 o v C v (D `n > �c O 0 O i N O En C O O = LLI � E � fa E I--- O t' U) C7 O V a L V 70 O O to _U a } W � z conE"'I _J LL dII Q C) O O LLJ in J O LU 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 TYPICAL WALL SECTION SCALE 314" = 1'0" O D.P.= +33.5 PSF -36.3 PSF O D.P.= +33.5 PSF -36.3 PSF O D.P.= +28.5 PSF -32.2 PSF LEFT ELEVATI wm91 1�6 File Copy PROJECT LO ISSUED FOR PRECON ISSUED FOR PERMIT °=6'-0' EDGE ZONE I I I I I I I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) III I I I O D.P.= +33.5 PSF PSF 36.3 PSF O D.P.= +31.9 PSF34.8 PSF O D.P.= +31.9 PSF34.8 PSF O D.P.= +33.5 PSF 36.3 PSF O D.P.= +41.7 PSF RIGHT ELEVATION i 6 i BELOW: D.P.= +31.9 PSF D.P.= +33.5 PSF ABOVE: O-34.8 PSF O -36.3 PSF "CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER TYPICAL INSTALLATION AND JAMBS PER FBC 2014 703.8 WINDOW ASSEMBLY SHER-CRETE FLEXIBLE CONCRETE WATER PROOF - SMOOTH FASTENERS AS REQUIRED A5-200 SERIES CAULK BY WINDOW MANUFACTURER SHERWN WWAMS MANUFACTURER MARBLE SILL APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPECS 'MORTAR OR . - WINDOW INSTALLAT10 GROUT ,, 1 1° ° SET SILL IN FULL DRYWALL °' Y,. '' "+a' I MORTAR BED AND HEAD JOINT STUCCO OR "F. I DECORATIVE .a I�CEMENTITIOUS COATING I 3/4- FURRING TO •° MASONRY WALL e" C.M.U. ° 1 e CAST-CRETE PRECAST SILL DETAIL SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION PRE ENGINEERED WD. TRUSSES F— @ 24" 0/C TYPICAL CONC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ 1/4"-20x1/2- CARRIAGE [t;(3411, BOLTS & LOCK NUTS S7L. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16-x1-1/4' LAG SCREWS 2x8 P.T. ATTACHED TO rANu.'s MMOD OF COLUMN W/ 5/8" WEDGE ITMCHMENT sr+ALL ANCHORS 0 2'-O' 0/C VERT. 'REvuL MEN SUBMITrm 6' MAX. FROM ENDS AND v COMPLETE WslRucnoNs 20 FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) J' A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. OPENING TO DINING ROOM LOW WALL ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12 0/C. MIN. 1-1/4" EME PERIMETER SEALANT STUCCO FINISH CONIC. OR MASONRY 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) -�FOR ice 14'-8" T.O.B.B. 11'-4- T.O.B.B. 9'-4" T.O.B.B. 0'-0" FIN. FL. SLAB 14'-B" T.O.B.B. 11'-4' T.O,B.B. 9'-4" T.O.B.B. ® _ _ 0'-0" FlN_FL SLAB A -A SECTION - MEDITERRANEAN 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONIC. OR MASONRY 1-1/2" CASE HARDENED COIL PERIMETER SEALANT 2x6 P.T. BUCK RIPPED NAILS AT 12" 0/C. MAX. CONC. OR MASONRY TO WIDTH OF DOOR JAM CONC. OR MASONRY 1x6 P.T. BUCK SET IN SET IN SEALANT FASTEN SEALANT AND NAILED W/ 1/4' DIA. x 3-1/4" Q W/1-1/2- CASE HARDENE TAPCONS 3" FROM E.E. .. Oo COIL NAILS AT 12. 0/C. DO° o' AND 6" 0/C MAX. o o MAX. °o .Q WALL BOARD DOOR TRIM KINGDRYWALL 7r��—ALUMINUMFRAME, FASTEN BOARD DOOR FRAME FASTEN TO BUCK W/ TRUCTURE THRU BUCK 16" TAPCON SCREWS CAULKING fffSCREWS (2) 16 GALV. x 2"�O/C. MIN. 1-1/4' EMB DOOR FRAME SCREWS 0 2'-0' 0/C FASTEN TO BUCK W/ DOOR TRIM METER SEALANT FINISH (2) 3/16-x2-1/2- TAPCONCO ®2'-0' O/C PERIMETER SEALANT HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET ALUMINUM FRAME D SECURE FRAME TO SILL OOR FRAME FASTEN TO BUCK W/(2) 3/16"x IN BED OF CAULK & FASTENED TO SILL W/ WITH SILICONE I 2-1/2" TAPCON #8 x"1 1/2" SCREWS SCREWS 0 2'-0- O/C 0 18 O/C A,,CAULKING PERIMETER SEALANT ru FLOOR COVERING FLOOR COVERING Q° PRECAST OR POURED V 000 � � SILL W/ 1 #5 BAR GROUT BED CONC. FLOOR SLAB PERIMETER SEALANTCONCRETE SLAB PERIMETER SEALANT stucco FINISH WINDOW SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 W a M 0 o w e W a w W D Z J z ? Z J U z � 3 n LL LL U m N w 0 o a N z 0 O° 0 rcN L IQ � = p C c" a E - '=3 .� N O ro on o c L = I v rn '� 3 .@ ` C = t a a '_ �p c ca- ° m E o n api o c a o w E E o a o E S °' = aj v a "--, o v o c E (n cn c p 2 0 e/i aJ O w -O'o E ra _ O~ o o U z U 'C o a FW A_ con F J Fil � z dl 0O O UU Z O0 LIJ � � U J OJ LU (!) 1/4" = P-O" U.N.0. SECTIONS ELEVATIONS I A-4 14 Mw = 91 Q 1ph PROJECT LOG ISSUED FOR PRECON 05-09-17 ISSUED FOR PERMIT 07-17-17 - ENG. AND APPROVED WOOD 7RUSS'S SEE TiP. WALL SECTION 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 4'-0��MA - CONT. MASONRY BOND BEAM - CONT POUR STOP - 8" CMU WALL 1 a5 CONNECTION DETAIL n USP KCCO44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS L 56801 MAX. NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES A;�PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# A5 CONNECTION DETAIL 1/2" DRYWALL OVE TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING APPLIED TO SHEAT WOOD POST 19/32 PLYWOOD ARCH d SEE FRAMING PLAN SECTION (6) 114"x2-i12" LG. SOS SCREWS TO POST 4 SIMPSONHDU5 A5 CONNECTION DETAIL HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. A5 CONNECTION DETAIL 5 NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP 16d NAILS WALL D SSES SEE GEELAN ACTUAL 77E BEAM OR BOND BEAM 5/8a WEDGE ANCHORS 0 24" 0/C W/3 x3"x114 STEEL WASHERS EMBED (4) MIN. 20 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-i6d NAILS EA. STUD A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 1/TRUSS UPLIFT (i6) WS3 TO G.T. s e e SIMPSON KECCQ44 e s° OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) WS3 TO WD. POST WOOD POST SEE FRAMING PLAN (14) 1/4" x 2-i12" SDS THROUGH POST "SIMPSON HOU5" • HOLD DOWN o; o OR APPROVED EQUAL 56451 UPLIFT MAX. (1) 5/8" DIA. WEDGE ANCHOR \ 4" MIN. EMBED. I A5 CONNECTION DETAIL NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES 1EPRE-ENGINEERED WOOD INVERTED GIRDER TRUSS SIMPSON FGTR W/ 18-SDS 1/4" X 3" SCREWS INTO _ GIRDER w CONIC. TIE BEAM OR 2-1/2" X 5 ITEN MASONRY BOND BEAM HD TO MASONRY WALL PER MANUF. SPECS MAX. UPLIFT (1) FGTR = 5000# 3 DESIRED PLIFT9D400# MAX (2)FGTR MAY BE ADD ACHIEVE TO a5 CONNECTION 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/ HIL71 DNI-62-P8 08" 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 PLYWD. EACH END W/(3) 10d x 1-i12" COIL NAILS VIEW LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFTLINTEL SPECIFICATION 1 E4'-0" 17'-4" 1609 545 637 240 8F24/1B1T 2 4'-0" 8974 250 4853 100 8F24/1B1T 3 8974 250 4853 100 8F24/1B1T 4 4'-0" 8974 1_250 4853 100 8F24/1B1T 5 3'-6" 6113 1 165 3547 65 8F16/1131T 6 5-4- 5365 247 2290 98 BF16/181T 7 5-4" 5365 165 2290 65 8F16/181T 8 3'-6" 6113 104 3547 81 8Fi6/181T 9 4'-4" 10893 _ 1574 6183 596 8RF38/1BiT 10 7'-6" 1011 0 727 0 8F8/1B0T 11 7'-6" 2661 1381- 1634 533 8F16/1B1T 12 5-4" 1663 0 1016 0 8FB/iBOT 13 5'-4" 5365 7!l6 y6D 2290 U& LOD 8F16/1B1T 14 13'-4" 471 0 418 0 8F8/iBOT 15 13'-4" 1428 929 783 312 8F20/1BiT 16 4'-4" 10893 96 6183 72 8RF38/181T 17 5'-4" 5365 164 2290 122 BF16/i91T 18 14'-B" 1370 309 519 216 8F16/1B1T 19 19'-4" 750 404 347 303 BF16/181T 20 10'-6" 1533 306 914 99 8F16/1B1T 21 3'-0" 6113 323 3547 119 8F16/1B1T 22 7'-6" 2661 182 1634 67 BF16/113iT 23 4'-0' 6113 250 3079 100 8F16/1B1T 24 4'-0" 6113 1047 3079 503 BF16/iBiT 25 3'-0" 11809 400 7636 331 8F72/iB1T 26 5-10" 1451 0 909 0 8RF6/iB0T 27 5'-10" 8328 674 4498 231 8F48/1BiT 28 3'-0" 11809 413 7636 273 8F72/iBiT 2g 7'-6" 8467 1195 3039 427 8F32/1B1T 30 4'-0" 11809 500 1 6627 423 8F72/iBiT 31 6'-6" B825 170 1 4038 130 8F36/1B1T 32 3'-0. 11809 414 1 7636 1 361 8F72/1B1T `v 9 20 Ls 23 24 �\"` 0 I ENGINE (� 24" 13 12 #5 REBAR AT TOP p o ti MIN. (1) REQ'D - A • -1/2" CLEAR A5 F = FILLED WITH GROUT / U = UNFILLED n C.M.U. QUANTITY OF #5 REBAR AT ¢ � BOTTOM OF UNTEL CAVITY ;� z GROUT 8F16-1 B/1 T PROVED REINFORCING D IN LINTEL ((VARIES) NOMINAL HEIGHT L L QUANTITY OF #5 NOMINAL WIDTH R®AR AT TOP 7-5 8" ACTUAL I " NOMINAL HEIGH `t A A4 TYP. ® WALLS 8U8 BFi6-013/iT 8F16-1B/iT BF24-OB/iT BF24-1B/1T 8F30-18/lT O ■ ILE ilr 5 A5 PULL ON STAIR W/SW. LT. — — — — — — — ��/ W I 1 lit 1 11 II 1 PANEL O O W � o � W e � J u d WLu n r LL LL W Z z � z 'o 3 New U a Z0 Qa 0 0 N cm co o Cl o 5 E'- rn 0N, o o •� Cl. +� C.OJ ��f; N -- (u cu _ �� u � -O c L=.7 5 -Op `0 ca. 0 — 0 o a� E E o 2, i?- 0 E 2 O 'O O- CJ d i •_ �-+ N (D N E O = lc--) = Ln rn cn ai �i 0 + p wv E'o oca O SE z 0- L U — W ¢� A A u- w z '7 F� W Q a Q � L) 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN A-5 f %i� mw - 91 348 Lk MAX 583 LBS. MAX 30 LBS. MAX E.E PROJECT LOG 1�Q Cop PROJECT I ISSUED FOR PRECON 05-09-17 ISSUED FOR PERMIT 07-17-17 Indicates Left End Of Truss On Layout & Engineering Sheets 9'-4" WALL HEIGHT 11'-4" WALL HEIGHT 11'-8" WALL HEIGHT 14'-8" WALL HEIGHT Truss Connector Total List Manuf Product Qty HHUS26-2 2 HUS26 15 U24 4 CONNECTION RESPONSIBILITY NOTE: E.C.T. PROVIDES TRUSS TO TRUSS FACE MOUNT HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR TRUSS TO MASONRY CONNECTIONS ARE THE RESPONSIBILITY OF THE E.O.R. a; EDGE STRIP DEFINED AS THE LESSER OF 10% 2 OF LEAST HORZONTAL DIMENSION OF BUILDING OR 40% OF H IGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND _ r AT LEAST 3 FT. �\ � j\� �> 1 j I I - I O j - - - - - - - - - - - I - - I 1^ I NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE 2 i/ �� 2 NAILING REQUIREMENTS. '� - -- ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI) MARK USP CONNECTOR TRUSS RE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-112' - 990 j 1980 # 335 # 6701 245 # 490 TC-2 TA14 (7) 10d x 1-1 1" - 1205 2410 335 1 6701 245 # 490 TC-3 HTWM16 8 10d x 1-1 2" 4 1 4" x 1-3 4' WAB. 1225 1 1225 1 1225 1 - TC-4 IHTA16 9 10d x 1-1 2" 1 - 1870 j 2430 1 710 1 13101 270 1 1215 TC-5 I HTW20 20 10d x 1-1 2' 24 10d x 1-1 2" 1530 #- - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. w T 41i 1448 LBS. MAX. L (2) TC-1 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA77ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING Bd RING- 8d RING- Bd RING- 8d RING- Bd RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL SPAN RA71NG 40120 19 32" 24" 0/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" 0 C BLOCKED AS SHOWN ON PLAN APA RATED SHEATHING Bd RING- Bd RING- 8d RING- NAIL CORNER STUDS LL EXPOSURE I, OR EQUAL SPAN RA71NG 40120 19132 16" 0/C MAX. SHANK 4" 0 C SHANK 4" 0 C SHANK 6" 0 C AT 4' 0/C MAX TYPICAL BLOCK FREE EDGES LEXT APA RATED SHEATHING 8d RING- 8d RING- 8d RING- T. LL EXPOSURE 1, OR EQUAL SPAN RATING 32116 15132 16" O/C MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 12" 0 C BLOCK FREE EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0,280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENG7H (� U7 M Q U U U M Q P >< K G. a U 8 LBS, M m Q F z 0 00 z w m CE m W 0 M IJ O N M7 >< 11 11 TC-1(' r a CLG. X CLG. _ a CLG CLG M 9' 4 9'-4' go 9'-4" CLG. RLINE OF BRG. CO SETBACK CENTERLINE OF BRG.COLUMN 9'-4' CLG. 23 o $ r = 9'-4' G. 9'-4" CLG. MV2 MV4 B06G 4089 LBS. MAX. 9'-4" CLG. SEE DETAIL 3/A5 9'-4" CLG. 9'-4" CLG. 9'-4 CLG. NSElt -EJ56 1 3286 LBS. MAX. XXX SEE DETAIL 2/A5 W I LLi m v w a w LU _j LU H m z m -� v w J w Z Z ^' + J 0 m N w J G p a H Z a 0 pa ,_ �(u o O E a) T O Q Q— a p '� W O -a U a�'i s2 L a���fa '°E.No�v �._ c 0a -0 , 7! � O Q O a) O O N C C V O aiEEo�o O a 0 ,_ Ew O = Ln C c� 0 O N E 4 OLu $UO 2f L1 L U O w U W A 1� A LL_ W "I z Ica O U LU 0 J F OJ 2: (n 1/4" = 1'-0" U1NL0. Im PROJECT LOG File Copy ISSUED FOR PRECON 05-09-17 ISSUED FOR PERMIT 07-17-17 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE SWITCH TELEVISION JACK e NEST ® RECESSED II AT 12" A.F.F. I SINGLE POLE 4 PRE WIRED DETECTOR EYEBALL Q� DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE OD LIGHTS F.P.&L.T METER IIB AT BASE �3 THREE WAY AT 12' A.F.F. 5D SMOKE g & DISC. QD DUPLEX RECEPTACLE SWITCH Q HVAC DETECTOR ® BREAKER a AT 8" ABV COUNTER 4 FOUR WAY THERMOSTAT SMOKE / CARBON PANEL MONOXIDE DETECTOR INTERCOM SWITCH EXHAUST � DUPLEX RECEPTACLE SWITCH AT 60° A.F.F. � DISCONNECT FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET P L EXHAUST FAN DUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F. X PADDLE FAN W/ LIGHT rF GROUND FAULT 0 DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHTLV DOOR FLUSH IN FLOOR FLUORESCENT ® RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNTED. TOP REC. SWITCHED KEYED SPEAKER Qv VOLUME R ® IN CLG � INCANDESCENT LIGHT I CONTROL DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX wP WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE I'Ht, DUPLEX RECEPTACLE JUNCTION SPEAKER FIXTURE WALL MNTED. ��Uc UNDER COUN7ER BOX HI HAT ® LOW VOLTAGE HOME RUN ® CLG. MOUNTED TRANSFORMER Q INTERCOM © DOOR i CAT5 ® HI HAT F6 FAN BOX I STATION I CHIME I HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "A" 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 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 ®BL. WALL OVEN 2 50 8 10.0 O 1 §AS WATER HEATER 1 20 12 1.0 0 1 OAS DRYER 1 20 12 1.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 171SHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 5.4 0 1 GARAGE DED GFI 1 20 12 1.5. 0 40.8 9.6 1st 10;®DO at 100% = 10.00 REMAINDER AT 40% = 12.32 A/C Ld kD AT 65% = 6.24 TOTAL = 28.56 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/0-SC9120B KIDDE SMOKE-21007581 C/O 21006377-N *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECO — ALL SWITCHES TO BE DECO 28.56 x 1000/240 = 119 AMPS (1) SETS OF (3) 14/0 AWG. THWN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. CO "A" PANEL 200 A 5/8" GOX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'—O" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2523 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7569 / 14 (GEN.LTG.CIR.) = 540 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC, CALC S. ONLY. NOTE: EDGE OF SNATCHES TO BE LOCATED NO LESS THAN 4 INCHES FROM EDGE OF ROUGH OPENINGS Plans are Prepared for the Builder Home owner of the Subject Propel other Changes Authorized by GHO are Permissible to included, bu Modification, Fixture or Outlet Changes. All Final Work shall be a and any changes are only Permh licensed Electrician so long as Sufficient to Meet GHO's minin :LL W � o d � Lu J r� LL LL u D Z Z O 0 J >� U j N z a R m o Zo` O 0 rn � o `�° v c c 15 o Q n— CM au o 0 QJ - w - .v m e- O aO C O O .'-' 7 rn C Q U W E E D O 0 '= o" E E o 8 rn E o rn a) o x vi a) c o +_' O Lij CD E O d� C!J 2f CU o a7 C3- N } 0 c� ea �c G 0 L yg V� C) C3 r h LO N N �I~ 1� W A H A Z LLJ E-I o Lu F-: 1/4" = P-O" U.N.O. ELECTRICAL PLAN E-1 MW = 91 File Copy PROJECT LOG ISSUED FOR PRECON 05-09-17 drISSUED FOR PERMIT 07 17-17 �f4 rK N Tocoma MIN. HEIGHT FROM ROOF TO 3" CAP o LOWEST DISCHARGE OPENING 4i n �i kr W m J MTL. FLASHING W/ ' IIFE 12 x 12 Bam 3 a LLij z COLLAR W LL L 206 cfm J Z o W ENG' TRUSS. Nook \, 8 x 8 _? Master Suite = i I \ 34 cfm Z N 3" MTL. HANGER1iII e m 10 ' 8.4 ft 6 14.1 ft 12x12 VENT THRU R00 0 _ 0 30x18,. `5., ., 0 10x10 10x10 __ Z 138 cfm 138 cfm ? Bedroom 3 OQ 8",10.9ft 89.7ft 9",103ft 75.5ft 3" DBL. WALLED VTR t 12 x 12 �I�I�a11t�h,41"1i9�9oi31�. 215 cfm 1D x 10 4 ' 1.7 ft 105 cfm TYPE B GAS HOODED 8 X 6 SINGLE APPLIANCE 18 cfm HIS�h 6 x 6 14 ' 8,5 ft o o { 12 x 12 1�41 4 cfm 12 x 12 c = c a 4 ", 5.9 ft " 188 cfm Kitchen oa c (Room � '� � 'ui °�' Q cc) n 4 9 ". 8.5 ft �a v� _0 � 2 W l 18 420ft .N o fr.,s wrI �F�C �^ ��,s; 7, 7 0 ft z !° -o rn 6 x 6 12x12 10x.I0 _ 0 a� 11 r I. � its ah ti 215 cfm lZ"J 113 cfm o •� c _ v o 0 cfm ">:. 9 10.0 ft 18 ' . 13.5 ft 6 x 6 12' 24 ft 31 cfm 1,-,. 10 ", 13.4Bedroom 2 ����� , _ 4 ", 5.5 ft i aster Bath' 10 x 10 4 sew 30 x 18 ( 18 ` '11 2 fit 1E3" 4.8 ft AS VENT DIAGRAM 5' 6.0ft 148 �frr, \T� _ 12'x 12 G 4" 35ft 6x6 8' 6.1ft M0 4$ cfm U13'''° 44 cfm 2 9 181ft i- 6x6 5 4ft 12x12 12x12, sr. 193 cfm Foyer r UtilityBath 2��,, 18",10.9ft ,' D �F � D Der, 16" 13.3E ..., rinning �- E m- o c o � o E E o f6 0 .� E 2 >2 U '— E cn Q' c (2 L o = LU v E —' a O ~; 0 � � C� 2f 0 E r 20 cfm UO ECH 1 8 ft 33 ft v) Q - 4 �� 4.3 -- ? t"1 Lo combustion lduct f r , 6 x f d� Q " `��12x12 18 cfm �I 5.0Ton � V L duct it to terminate=!J O U Lo to the roof with a V O C� roof cap.. (n C — :: c LLJ 0) lid 0 u J Garage ' = N V C4 oil R f V a I,� A ICI LL A Z� o 0 o Lu o J o L 1/4" = V-0" U.N.O. MECHANICAL Job #: Tacoma Lot- 91 Scale: 1 : 143 PLAN Performed by Skyetec for: Page 1 M-1 GHO Homes Right -Suite® Universal 2017 2801 Bent Pine Dr. 17.0.04 RS000269 Fort Pierce, FL 34951 2017-Jul-17 16:56.14 ...s\Skytec\Tacoma Lot- 91 GR E.rup MW = 91 Schedule Exhaust Fan OF Range Vent OR Dryer Vent OD Rheem Equipment 5.0 Ton 16 SEER RH1T60 AHU 5.0 Ton 16 SEER RA1660 Cond ARNIN HIS 15 A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FUR I HE -BACK CHARGES WILL NO I BE ACCEPTED UNLESS OUrr LL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995. HAVE NOT BEEN 1) FOR THE ERECTION BRACING FC LLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUb MARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED, INSTALL HANGERS ACCORDING NY TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATI-D ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS IIENGINEERING TRUSS DRAWINGS. -.0111111111 File Copy Indicates Left Endf Truss On Layout & Enginein9 Sheets 9'-4" WALL HEIGHT 11'4" WALL HEIGHT 11'-8" WALL HEIGHT 14'-8" WALL HEIGHT Truss Connector IJtal List Manuf Product Qty HHUS26-2 2 HUS26 15 U24 CONNECTION RESPONSIBILITY NOTE: E.C.T. PROVIDES TRUSS TO TRUSS FACE MOUNT HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR TRUSS TO MASONRY CONNECTONS ARE THE RESPONSIBILITY OF THE E.O.R. EAST COAST BUSS S OFFICE: (772)) 466V7 80 1. D F1, PIERCE, FL 9 A, 1772)466-5336 USTOMER:GHO Homes DB NAME: Tanner Residence DDRESS:Lot 91 Meadowood ITY/COUNTY:Fort Pierce/St Lucie # J33823 :Tacoma Mediterannean ! FT 3634 ,TE 05/23/17 ILA I ES 1 = 07/14/1 61G15 31.BU3T(D; (c) FAST COAST Dcs gn Engineer" 1'RUSB is Me Trusses are designed in aecardanee with the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: )DE = FBC 2014/TP12007 ASCE 7-10 :SIGN CRITERIA =MWFRS :,CUPANCY CATEGORY= II (POSURE = C ✓VF SPEED =160 JILDING TYPE =ENCLOSED EAN HEIGHT: 18.00 FLOOR: DUR FACTOR= "I .0 PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TC D L-B C LL-BCD L 20.0,15.0,0.0,10.0 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE ST BE SET WITH A SPREADER BAR. THE 2EADER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS NG SET. =ER TO BCI-B1 FOR COMPLETE lO ECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 1-7/14/17 Revised Deleted hip popup at garage ir-- DH 4- 2- O 3- 4- 5- 6- (1/4" if By: DH Ss-.