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HomeMy WebLinkAboutPLANSII I ICI ,Is� il�„ III I 14'-0" I ■I I I I' I I ■ I I I F2 JI" 1' L_ - ,■ I I ■ ■, l I ■ I I � I I ■' ■I I ll I ■ 1'-4„ t'-4" - 8 -2" 5'-8" 4" 22'-8pp F3 FOUNDATION PLAN SCALE: DOWEL TO BE TIED INTO WALL CONCRETE NOTES VERTICAL BAR W/ 48 BAR DIA. LAP SPLICING - TYP, 4' CONC. SLAB W/ 6"x6" 10/10 g" CONIC. BLOCK 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING W.W.F. OR FIBERMESH CONCRETE. FIN. , N 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI -10 - _ _ �; 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 TO -BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. Y�./,\� X 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND HEADER BL 91 > SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. / UNLESS NOTED OTHERWISE. CAVIT 4. CONCRETE, WHEN PLACED, SHA11L HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES / & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL \ :, I SEAMS AND CUT-OUTS. ✓ // . 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED CONIC. STEMWALL FOOTING j\yv:;,\y\ WIRE MESH TO CONFORM TO ASTM A-185. W/ (3) #5 CONT. BARS TYP. .\\' 2' 6.1. PROVIDE CHAIRS & BOLSTERS f /,f�" •�/�� \� 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET IF EXPOSED TO EXTERIOR ELEMENTS) 6.2. ENSURE MESH (IS USED) IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP �1 TYPICAL EXTERIOR MASONRY WALL JOINTS AT 8" & TIE. F1 SCALE: 1/2"=V-0" 7. WELDED WIRE FABRIC (IF USED) SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: WALL BEYOND CAST AGAINST EARTH: 3" 4" CONC. SLAB W/ EXTEND SLAB EXPOSED TO EXTERIOR ELEMENTS: 1" 6"x6" 10/10 W.W. 1 1/2" ® DOORS FORMED SURFACES: 1" FIN. FL. 9.. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO 0'-0-0" THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. r\\/f /f 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR HEADER \ /�//.�t� >f % LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, BLOCK //`.�/AA /�j'` '���I 1 2" EXPANSION ETC. PRIOR TO PLACING CONCRETE. \/ / 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND FJOINT SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS CAVITY CAP j'/ "' /`� ..� 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE CONC. STEMWALL`�•\�� * \ \ `. AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. FOOTING W/ v ' 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO (3) # 5 CONT. TYPr�\<'l 2' p" , f�/✓ ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 15, SOILS SHALL BE TREATED. @IS YPICAL EXTERIOR WALL AT EXTERIOR DOORCONCRETE MASONRY Nt�TES CALE: 1/2"=1'-0" 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 4" CONIC. SLAB W/ 6"x6" 10/10 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. W.W.F. OR FIBERMESH 2. ALL MORTAR SHALL BE A MINIM LiM TYPE M OR S MORTAR FIN. FL 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE ".DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 0'-0" 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. r < S. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, HEADER PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS BLOCK6. ALL CONCRETE MASONRY CONS RUCTION SHALL CONFORM WITH ACI CAVITY CAP V A`, 530.1-05/ASCE 7-05/TMS 602-0 ;, SPECIFICATION FOR CONCRETE MASONRY CAVITY CAP \� ��%'\" ` i "/ STRUCTURES AND ACI 530-05/A SCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. CONIC. STEMWALL FOOTING- \�; 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL W/ (3) #5 CONT. BARS TYP. 2 0 •'' `' REINFORCING BARS WHERE SHOWN ON PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HOI'hONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON F3 TYPICAL FRONT PORCH FOOTING EACH SIDE OF OPENING GREAT!;' THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHA'..L BE TAKEN DURING THE CMU WALL ERECTION SCALE: 1/2"=V-0" TO ENSURE THAT CELLS TO BE r ROUTED LINE UP PROPERLY, PROVIDING A COLUMN ON FRONT MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE PORCH SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS 4" CONC. SLAB W/ 6"x6" 10/10 FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL W.W.F. OR FIBERMESH REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) &TERMINATI REINFORCING WITH STANDARD ACI HOOKS TO FIBNFL• PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. 0'-0° _ - TIE VERTICAL REINFORCING TO '.NSURE PLACEMENT IS IN CENTER OF WALL. a: r 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE HEADER o INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE BLOCK WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. CAVITY CAP 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE (2) 2"x6" P.T. S.P. TOP OF ALL WALLS AND AT JOIST BEARING. CAVITY CAP /,. ` #1 TREADS 8.1. DOUBLE "U" BLOCK BOiJD `!E11 TO HAVE A MINIMUM OF (1) #5 BAR PER i�/ '• �,� CONCRETE LANDING COURSE (UNLESS OTHERWISE NOTED). BF16-1B-1T TYP. TYPICAL COLUMNS � r 8.2. U-BLOCK TIE BEAM STEEL 'I"O STOP 8" FROM CORNERS WITH (1) #5 CORNER SHALL HAVE yvv� BAR 32" MIN. LAP. (2) #5 HOOK BARS % 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM INTO PRECAST LINTEL CONIC. STEMWALL FOOTING f 2. 0, , \j vj 2"X12" S.Y.P. #2 P.T. MASONRY. ' •. ,.'•• •.:;r BOTHWAYS W/ (3) #5 CONT. BARS TYP. �STRINGERS ({)f 24" O.C. MAX. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS VERTICAL POUR. ..' ,ire✓ .c y.'�.:': `":::%.t•:;,;,, _ W/ LSCZ @ LEDGER & A24 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT TYPICAL STAIR DETAIL AT LANDING ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12, ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED SCALE: 1/2"=V-0" RODS FOR MASONRY OR "SIMPSON.XP22" WITH THREADED ROD, 25" MIN, 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING BARRRLAP� STEEL OR THREADED ROD FOR EASE OF INSTALLATION. _ FOUNDATION NOTES TYPICAL COLUMNS SHALL BE 8° X TYPICAL COLUMNS SHALL HAVE 16" PILASTER FILLED W/ 3000 PSI 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX, DRY DENSITY AS DETERMINED (4) #5 DOWELS CONCRETE & (4) #5 BARS BY ASTM - 1557 (MODIFIED PJiOR).2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 25' MIN, REAR PORCH BAR LAP CONC. STEMWALL FOOTING W/ (3) # 5 CONT. TYR Rq 4" INDICATES WINDOW OPENING ■ INDICATES FILL F-Fi L `1 REBAf�n 1/4 )1 = 1,_P„ BACK PORCH DETAIL A -A SCALE: N.T.S. NO. I DATE DESCRIPTION 0 I M TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 Front Elevation Rear Elevation Right Elevation Left Elevation 0 S T E E N RESIDENCE FOUNDATION PLAN & NOTES 4900 INDRIO RD. , FT. ]PIERCE, FL. 34951 OL 8'-0" CANT. TRUSS BRG. ® GAR. 6�'-8" DR. & WIN. HEAD HGT. FIN. FL. NOT VA�0"Wyq(► U-7*4+4rIE SIGNATURE AND THE 'Title to aLL documents which bear the 0 R G I N copyright of Todd N. Smith, P.E. is vested ;p; AL•., to FLORIDA LICENSED solely In Todd N. Smith, P.E. these ` , ` f documents are provided to the owner E N G I N �: �a fo� a solely in connection with this project. Any other use or reuse of these ~ �Q• L 1e - documents or any reproduction, dlspLay, [ a sale, or other disposition of these •� documents by anyone is expressly prohibited without consent of Todd N. MAY ry Smith, P.E. pursuant to the Federal Copyright Law.' ��'.• ai 2019 �, ••.••• © 2019, TDDD N. SMITH, P.E. TODD"Ni.i#6114I P.E. #42082 11106-OZ R VIEWE CODE COMI ST. LUCIE I SCANNED BY St. Luce County DRAWN LD DESIGNED LD CHECKED TINS DATE APR. 2019 SCALE 1 /4"=1'-0" SHEET 1 q 4 "y 2x12 SYP #2 P.T. STRINGERS 0 24" O.0.W/ LSCZ 0 LEDGER & A24 AT LANDING 0 in1'-11" 22'-8" - 3'-4" 2030 N _ -IL - -IJ_ \"r/ BF16-1B/2T S.Y.P. #1 P.T. LEDGE LEDGER W/ 1/4'x3" � A TAPCONS 0 6' O.C. o STAGGERED Porch N 2868 2868L -37.8 3'-8" w 3068 CCE wM CL +31.9 c NH cRm H -34.8 0 N U W < E 0 1 Bed oom ,� 8'-4" T-41, 8 -0" N M Great Room o +31.9 o +31.9 -41 50 R CD o +31.9 +29.9 GFCJI -41.7 -32.7 SIMPSON HUC410 HANGER 1 3040 3068 am 3040 (W=3-9/16") 0 BEAM ENDS TO II1141 Porch BOND BEAM W/ (12) 1/4" X 2 3/4 TITEN2 SCREWS & (8) 16d ' NAILS INTO INTO WOOD BEAM g, 1 4' 4"x4" P.T. COLUMN, BEAM ATTACHED TO 400" W/ SIMPSON RTC44, WOOD COLUMN ATTACHED TO SLAB WACB44 4" 4"x4" P.T. COLUMN, BEAM ATTACHED TO 40x4" W/ SIMPSON AC4, WOOD COLUMN ATTACHED TO SLAB W/ LCB44 E 8'-11" Floor Plan AREA INFORMATION LIVING AREA U/A 602 sq.ft. FRONT PORCH 113 sq.ft. REAR PORCH 78 sq.ft. TOTAL 793 sq.ft. A CONDITIONED VOLUME 5,472 sq.ft. I 2'xl2' S.Y.P. #1 P.T. LEDGER W/ 1/4"x3" TAPCONS 0 6' 0.,. STAGGE 22'-8' 2x12 SYP #2 P.T. STRINGERS A 24 O.C.W/ LSCZ 0 LEDGER b A24 AT 4'-10"- {cLANDING V-11" CONCRETE LANDING II SL I�/ ) u(KN X\Y'\IXbI�bV / ® ® 0® CD 0 ®® WALL WIND DESIGN ZONES SCALE: NTS 1NO. DATE DESCRIPTION '\ 6-11-19 COMMENTS PER ST. LUCIE COUNTY DATED 6-10-19 DESIGN PARAMETERS FOR WIND LOAD 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, COMPLIANCE ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A 1. BUILDING CATEGORY II BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL 2. FLORIDA BUILDING CODE 6TH EDITION (2017) RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. 3. BUILDING DESIGN IS ENCLOSED CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY 4. MEAN ROOF HEIGHT IS 15' FOR THIS PROJECT. 5. ROOF PITCH 6/12 DEGREES 4• IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT 6, INTERNAL PRESSURE COEFFICIENT +/- 0.18 SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING 7. WIDTH OF END ZONE A = 3.33' THEREFROM. 8. WIND SPEED IS 160 MPH 3 SECOND GUST 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS 9. WIND EXPOSURE CLASSIFICATION: C APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA lO. COMPONENT 8 CLADDING WIND PRESSURES: REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY (SEE CHART ON LEFT ON THIS PAGE CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND 11. LOADS: SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID FLOOR 40 PSF CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP ROOF/DEAD 17 PSF DRAWINGS. ROOF/LIVE 20 PSF 6, PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED WALL 61 PSF TERMITICIDES. 7. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. C -TIMBER NOTES 8. HEATING IS REQUIRED FOR THIS STRUCTURE. 9. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET, WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR, REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS 10. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF FOR NEW CONSTRUCTION. ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED 12, WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD ON THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE 13. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 STORED IN ACCORDANCE WITH TPI-95. WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84, ALL EXPOSED ATTIC PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS THAN 0.12 WATT PER SQUARE CENTIMETER. WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. 14. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A 1.3.. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. VAPOR RETARDER MUST BE USED. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND 15. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD DECAY SHALL BE REQUIRED PER FBC R-319.1. BETWEEN TWO TRUSSES FOR ACCESS. 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL 17. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E, A/C FROM THE STREET OR ROAD FRONTING THE PROPERTY, EQUIPMENT, ETC,) 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR, 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER OPENING. 6TH EDITION FBC R301.5, TRUSSES SUPPORTING MECHANICAL 19. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART 20. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. LOCATED ANYWHERE ON THE TOP CHORD. 21. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS PER DETAILS AND CONNECTIONS SPECIFIED. SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. DESIGN CRITERIA. I.B. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A 23. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR STUD GRADE LUMBER SPACED AT 16" O.C.. HUC410 HANGER BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO _SIMPSON (W=3-9/16") 0 BEAM ENDS TO 2• ROOF SHEATHING SHALL BE A MIN. OF 1/2" COX (32/16 SPAN RATING) ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, O BOND BEAM W/ (12) 1/4" X 2 STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE ' 3/4" TITEN2 SCREWS & (8) 16d ROOF FRAMING WITH Ed RING SHANK NAILS 4" O.C. AT PANEL EDGES AND WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA N NAILS INTO INTO WOOD BEAM 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF SPACE NAILS AT 4" O.C. AT BLOCKING. GYPSUM BOARD SHALL CONFORM TO ASTM C557. 3. WALL SHEATHING TO BE 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, & 26.. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI NAILED WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND (2) 2X12 W/ 1/2" PLYWOOD FIELD. A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS FUTCH SYP #1 SISTERED W/ 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1208, C135 OR C1178 (5)16d NAILS 0 18" O.C. W/ 1/2" INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' PLYWOOD FLITCH PLATE (TYP.) SPRUCE OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB 2X4 MIN. IN AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. MASTER BEDROOM BAY. 26. ACCESS OPENING SHALL. BE A MINUMUN OF 16" X 24" AND SHALL NOT BE WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 27. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE 28. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. COMMON NAILS OR BETTER. 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. 29. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE 30. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD GALVANIZED. ALL. NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS STRAPS AS TO NOT SPLIT THE WOOD. OR FROM THE MANUFACTURER. ROOFING NOTES COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vasd) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 159 EFFECTIVE AREA (SO. FT.) ZONE 0<10 111 <20 21 <50 51 <100 1 +16.2 -30.6 17.6 -29.8 +15.3 -28.6 +18.0 -27.7 0 2 +19.2 -53.3 + 7.6 -49A +15.3 -43.3 +13.6 -39.1 3 +14.2 -78.8 17.6 -73.6 +15.3 -66.9 +13.6 -61.8 J 4 +33.5 -36.3 31.9 -34.8 +29.9 -32.7 +28.5 -31.3 3 5 +33.5 -44.8 431.9 -41.7 +29.9 -37.8 +28.5 -34.8 (ADJUSTMENT FACTOR 1.21) END ZONE 5 IS WITHIN A DISTANCE OF 3' FROM BUILDING/ROOF CORNERS = (a) /�i�iiYliliiri��:!��l�l�iii►�j1Yi�. 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE SIXTH EDITION OF THE (2017) FLORIDA BUILDING CODE, ACI318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NOS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. ALUMINUM FASCIA ON 2X4 SUB -FASCIA OR 1X2 ON IX8 HARDI-FASCIA ON SINGLE 2X6 SUB -FASCIA HARDIBOARD SOLID SOFFII., INSTALLED PER MANUFACTURERS SPECIFCATIONS SOFFIT DETAIL FOR ZONE 4 & 5 SCALE: 3/4" = V POWER CO. METER 2-4/0 1-2/0 MCM THW Al IN 2" IMC r 120/240 10 3W NEMA 3R 200 AMP. 10K AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D. ELSE: 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI 200AMP. MLO FLUSH MOUNT RUN 1 #4 CU TO r 5/8' GROUND RON AND COLD 2-4/0 1-2/0 MCM THW AL. WATE, R PIPE SERVICE CABLE NOTE: ALL ELECTRICAL MATERIALS AND INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4, ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. 8. PROVIDE 20 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. ATTACH SHEATHING-,,,, @ 4' D.C. FIRST 3 TRUSSES ELECTRICAL LEGEND RECESSED INCANDESCENT LIGHT FIXTURE CEILING MOUNTED INCANDESCENT LIGHT FIXTURE H CEILING MOUNTED EXHAUST FAN WALL MOUNTED INCANDESCENT LIGHT FIXTURE xCEILING FAN WITH LIGHT qP 220 V. RECEPTACLE q 110 V. RECEPTACLE GFa GROUND FAULT INTERRUPTER S LIGHT SWITCH 200 amp ELECTRICAL PANEL SMOKE DETECTOR, CARBON MONIXIDE WP WEATHER PROOF C�:13 ELECTRICAL METER E J DISCONNECT WEB INSTALL 2'x4' BLOCKING BETWEEN TOP CORDS TO ACCEPT 'X' BRACE LSTA18 f 2'x4' RATRUNNERS \-1 SET OF 2'x4' CENTER & S' O.C.. 'X' BRACE EXTEND BACK 4 TRUSSES PAST HIP B O S TO N HIP BRACING GIRDER SCALE: N.T.S. 2"x4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS Ip---1"0" FURRING @ SPACING ATTACHED TO TRUSSES W/ (2) 8d NAILS (ADD BLOCKING T O.C. AS NEEDED) 1"x3" @ 15" O.C. FOR ZONE "4" HARDIBOARD SOLID SOFFITS 1"x3" @ 12" O.C. FOR ZONE "5" 1145TALLED PER MANUFACTURERS SPECIFCATIONS PORCH CEILING DETAIL SCALE: 3/4" = V OSTEEN RESIDENCE DIMENSION PLAN & NOTES 4900 INDRIO RD. , FT. PIERCE, FL. 34951 REVIEWED FOR CODE COMPLIANCE ST, LUCIE/�Ctil�W°f'Y SOCC `1111; I I^ l l /II -Title to ag documents wh;ah bear the NOT VALID WIT Off 7- �( FS1�N'tTURE AND THE copyright of Todd N. Smith, P.E. is vested ORIGINAL INK -SEALNP.F2&2FL•�JMA LICENSED solely in Todd N. Smith, P.E. these ENGINEER - documents are provided to the owner '�'� _ solely in connection with this project. ='*; Any other use or reuse of these - documents or any reproduction, display, F sale, or other disposition of these documents by anyone Is expressly ,0 ' i prohibited without consent of Todd N. JUN 1 3 2019 Smith, PE. pursuant to the Federal Copyright Law.' // S' •••••�-�' \\ @ 2019, T000 N. SMITH, P.E. //S �\ TODD N. SMITH, P.E. #42082 DRAWN LD DESIGNED LD CHECKED TINS DATE APR. 2019 SCALE 1 /4"-1 ' - 0 n SHEET STRAP AND TIEDOWN SCHEDULE UPLIFT FORCES SUPPLIED BY THER MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT SPECIFIC BEARING LOCATION, ALL CONNECTOR'S SPECIFIED ARE "SIMPSON STRONG -TIE COMPANY" TRUSS CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS BEARING UPLIFT TRUSS TO MASONRY TRUSS TO IDENTIFICATION JOINT REQUIRED BOND BEAM WOOD FRAMING A01 2 6 522/522 META16 - NIA A02 2 13 522/522 META16 - NIA A03 2 12 522/522 META16 - NSA A04 2 8 398/398 META16 - N/A A05 2 8 348/> 322 META16 - N/A A06G 2 7 478/1917/447 META16,(2)HETA16 H25A A07G 2,13,12,10,9,7 > 702 META16 - N/A ZCJI 3 2 4 4/193/17 META16 - LS30 TOP &BoTT. ZCJ1A 3 4 2 6/24/211 N/A H2.5A LS30 TOP & BOTT.. ZCJ3 3 2 52/158 META16 - L830 TOP &BOTT. ZCJ3A 3 4 2 61/46/213 N/A H2.5A LS30 TOP & GOTT. ZCJ5 3 2 4 107/170/2 META16 - LS30TOP& BOTT. ZEJ3 3 4 2 63/47/215 WA H2.5A LS30 TOP & BOTT. ZEJ5 3 4 2 124/82/266 INA H2.5A L830 TOP & BOTT. ZEJ7 3 2 4 162/191/4 META16 - LS30 TOP ZEJ7A 5 2 467/457 N/A H2.5A HUS26 ZEJ7B 4 5 2 48/236/347 N/A H2.5A LS50 TOP & BOTT. ZEJ7C 4 5 2 105/229/415 META16 - H2.5A LS50 TOP &GOTT. ZHJ3 3 4 2 89/73/348 META16 - LS30 TOP & LTHJA26 BOTT. ZHJ5 4 5 2 74/217/443 META16 - LS30 TOP & LTHJA26 BOTT. ZHJ7 4 2 s 122/387/177 META16 - LS30 TOP & LTHJA26 BOTT. HURRICANE STRAP PER TABLE TRUSS - SEE ELEVATIONS 24 GA. EDGE-LOC 1.0 TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. 3/4" FASCIA OVER 2"x4" W/ AL. DRIP EDGE CONTINOUOS VENTED SOFFIT CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. - VERTICAL REBAR IN CONC. FILLED CELLS PER SPECS. - (SEE FOUND. & FLOOR PLAN) 0'-0" A.F.F. VERIFY CANT. OR STANDARD 12 5� 1'-4" VERIFY ELEV. R-38 BATT. INSULATION SHIM AS NEEDED FOR LEVEL CLG. 5/8" GYPSUM 130ARD ON TRUSSES LINTEL BLOCK TIE BEAM W 1-#5 CONTI. E CI! COURSE 1/2" GYPSUM BOARD FI-FOIL INSULATION R-4.1 CEILING SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2' ORYWALL� ON EACH SIDE OF WALLS 9 -4a 2X4 STUD WALL NON @ 16' O.C. BEARING FRAMED WALL SINGLE 2X4 PT II BOTTOM PLATE W/ IVI Bd CASE HARDENED CONCRETE NAILS @ 18' O.C. SLAB 1x2 P.T. FURRING PER SPECS. 4' CONC. SLAB W/ 5"x6" 10/10 W.W.F. OR FIBERMESH FIN. HEADER BLOCK CAVITY CAP `- COMPACTED FILL PER SPECS. C011C. STEMWALL FOOTING - W/ (3) #5 CONT. BARS TYP. SINGLE STORY TYPICA 2X4 NON -BEARING SCALE: 1/4" = 1'-O" WALL SECTION NEW SCALE: N.T.S. A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE PRE-ENGINEERED STRAP AND THE TRUSS WITH TRUSSES COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO ROOF SHEATHING TRUSS CONNECTION. - /- REPLACEMENT TRUSS ANCHOR USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. SCALE: N.T.S. BUCK @ MASONRY OPENINGS WINDOWS - 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY;WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 TYVEK® HOMEWRAP® OVER WOOD INSTALL TYVEK® FLEXWRAPr VER MOUNTING FLANGE. LAP TYVEK® & TAPE JOINTS. MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING (AROUND OPENING RSO) OPENING WRAP DETAILS TOP CORD OF TRUSS SIMPSON 'VTCR' FASTENERS @ EACH TRUSS INTERSECTION IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSES SHALL BE BRACED W/ 2"x4" PURLINS @ 2' O.C. FASTEN 2x4'S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2.16d NAILS @ EACH TRUSS. (ONLY REQUIRED UNDER VALLEY FRAMING) VALLEY TRUSS FASTENING DETAIL 1/2" MIN. 61, V-0" DOORS - MAX. MAX. 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. PENETRATING 1 1/2" MIN, INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. o o PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO WINDOW OPENING THE MASONRY WALL W/ 3/16" DIA. TAPCONS IN MASONRY WALL PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED o 0 TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO g -I g INSTALLATION. DO NOT APPLY FLUID TO E;,TERIOR AREA TO HAVE STUCCO. FILL. ALL. CORNERS W/ FLASHING OR DUPONT SEALANT io iv FOR TYVEK FLUID APPLIED SYSTEM. 2. BUCKS ARE TO BE 2X4 OR 2X6, #2 6" Iy 1'-0" 1'-0" WINDOW S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA SA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 4 BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO FASTEN TYVEK®FLEXWRAPT" CORNER USING MECHANICAL - FASTENER INSTALL TYVEK®FLEXWRAPT". AROUND PERIMETER OF OPENING WINDOW SILL DETAIL 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPEI 7Tl/2" BOLTS REQUIRED GARAGE DOOR MANUFACTURER FOR BOLT " .•{// /A as :. --, d •" w OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL ag DOOR OPENING IN MASONRY WALL a g CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. MASONRY WINDOW/DOOR BUCK CONTRACTOR TO COORDINATE OPENING DIMENSIONS. ATTACHMENT ! WHERE Y4" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO SCALE: N.T.S. CONRCETE OR MASONRY WITH )/4"O TAPCONS OF SUFFICIENT LENGTH *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL NOTED IN THESE PLANS). WALL SUPPORT F - FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT / BOTTOM OF LINTEL CAVITY 8F16-1B/1T L L QUANITY OF #5 REBAR AT TOP OF LINTEL NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQUIRED D_�1 1/2" COVER i cMu LINTELS SHALL HAVE A i MINIMUM 4" BEARING i GROUT ON EACH END OF LINTEL CAVITY 8" L IN LINTEL (VARIES) LINTEL INFORMATION WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I I I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH SLOPE). NAIL WIT -16d NAILS PER END I I HIP CATS SHALL BE I CONTINUODUS TO RIDGE W/ i I I 1 (2) 16d NAILS PER END HIP TRUSS (HT) I I HIP GIRDER I I I I TRUSS (HGT) I I I I I I / U) DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS HIP TRUSSES NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2410 COMMON ~� SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/ Top _-LHIP JACK TRUSS (HJT) CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM JACK TRUSS CONNECTION @ L108lbs. RESISTANCE OF bs. HIP AND GIRDER TRUSSES PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT GLASS PRODUCT BUILDING OPENING ID MANUFACTURER MODEL # DESIGN DESIGN ATTACHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT APPROVAL DESCRIPTION PRESSURE PRESSURE PSF WINDOWS CWS 8100 PVC SINGLE HUNG 1 FL# 16177-R2 IMPACT +70.0/ -70.0 +31.9/ -41.7 #10 SCREWS OR 3/16" TAPCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE SWING DOOR PLASTPRO SERIES N FIBERGLASS FL# 15213.5 IMPACT +50.0/-50.0 +29.9/-37.8 #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 19" D.C. ON SIDES MAX. #9 x2" WOOD SCREWS INTO MULLIONS @ 12" O.C. MAX. ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO PORCH CEILING HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ W. ACROSS WIDTH ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO SOFFIT HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH EXTREME METAL ATTACHED TO 15/ 32 PLYWOOD W/ #9-15 x 1.5" W/ SEALING WASHER IN THE FLAT OF THE ROOF COMPANY 5V CRIMP FL# 17022 R-7 NA -93.5 -78.8 PANEL OR APPROVED EQUAL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. FASTENERS @ 12"-12" @ 16" O.C. FOR -94.25 & 9.5"-2"-9.5" @ 16" O.C. FOR 121.0 PSF ROOFING UNDERLAYMENT INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA SELF ADHEASIVE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLOUD SNOW LOAD WIND DESIGN SEISMIC DESIGN CATGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEM ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SPEED (mph) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND -BOURNE DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE NA 160 NA/ (FLAT) NA YES NA NEGLIGIBLE NA VERY HEAVY N/A N/A N/A REV WED FOR CODE OMPLIANC ST. L IE COUNT) NO. DATE DESCRIPTION NOT VALID WI\T SIGNATURE AND THE DRAWN LD 6-11-19 COMMENTS PER ST. LUCIE COUNTY DATED 6-10-19 Tke to ou documents witch bear the ORIGINAL I j FLORIDA�LICENSED se TODD N. SMITH PE INC. fJS�'EEN RESIDENCE copyright ofToddN.Smith,PE.svested ENGINEER F '� - do ume tsar a provided Pto the eowner r DESIGNED LID 717 INDIAN RIVER BLVD. STE 302 m Q , �T cy eolel h connectionwith VERO BEACH, FL. 32960 1 �P. DETAILS TAILS CX NOTES TF;, sat other her di reuse of tthesect. - N . 82 CHECKED TNs 1 documents or any reproduction, display, sale, or other disposition of these : � � DATE APR. 2019 documents by anyone Is expressly prohibited without consent of Todd N. " OF Smith, PE. pursuant to the Federal%•�: JUN i 2 2019 SCALE SHOWN P h. (7 7 2) 5 5 9- 3 6 9 9 T ©2 ins TODD N. SMITH, P.E. ORIOP 4000 INDRJ-0 RD. , FT. PIER(JE, FL. 34051 TODD N// 4,f�\t. #42082 SHEET 3 0 O Cl) SIMPSON HUC410 HANGER (W=3-9/16") 0 BEAM ENDS TO BOND BEAM W/ (12) 1/4" X 2 3/4" 11TEN2 SCREWS & (8) 16d NAILS INTO INTO WOOD BEAM 4"x4" P.T. COLUMN, BEAM ATTACHED TO 4"x4" W/ SIMPSON RTC44, WOOD COLUMN ATTACHED TO SLAB W/LCB44 -34.8 S 8 o +31:9 8 -34-8 2868 7'-4" 9'-1 " LO 0 i 14'-0" Great Room 2" 8'-2 4' 4"x4" P.T. COLUMN, BEAM ATTACHED TO 4%4" W/ SIMPSON AC4, WOOD COLUMN ATTACHED TO SLAB W/ LCB44 8'-11 "C FIoor PICn 22'-8" 4'-4" Z�__ 2868 +29.9 -32.7 3068 Porch ® ® (3) (3) © (1) ® ® © (2) ® 0 ®( 0 (11 WALL WIND DESIGN ZONES SCALE: NTS NO. DATE DESCRIPTION 2x12 SYP #2 P.T. STRINGERS 0 24" O.C.W/ LSCZ 0 LEDGER & A24 AT LANDING 4 1'-11" &) 4'-6" y H Ir � A 11-111DN BF16-18/2T S.Y.P. P.T. LEDGE LEDGER W/ 1/4"x3" <A TAPCONS 0 6" O.C. STAGGERED o Porch ! Ni 0) 3 29.933'-8"8 A fhen_, 3040 +31•9 1 J?j C 8'-2" -- J 2"x12" S.Y.P. #1 P.T. LEDG',R W/ L 1/4"x3" TAPCONS 0 6" O.C. STAGGE 22 -$ 2x12 SYP 12 P.T. STRINGERS 0 24 O.C.W/ LSCZ 0 LEDGER & A24 AT -4'-101'- LANDING 8'-11" CONCRETE LANDING O i N CSIMPSON HUC410 HANGER (W=3-9/16") 0 BEAM ENDS TO O BOND BEAM W/ (12) 1/4" X 2 3/4" TITEN2 SCREWS & (8) 16d LO NAILS INTO INTO WOOD BEAM (2) 2X12 W/ 1/2" PLYWOOD FLITCH SYP #1 SISTERED W/ (5)16d NAILS 0 18" O.C. W/ 1/2" PLYWOOD FLITCH PLATE (TYP.) COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vasa) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 15') ZONE EFFECTIVE AREA (SO. FT.) 0 < 10 111. < 20 21 < 50 51 < 100 1 +16.2 -30.6 17 E -29.8 +15.3 -28.6 +18.0 -27.7 0 2 +19.2 -53.3 +17.6 -49.0 +15.3 -43.3 +13.6 -39.1 3 +14.2 -78.8 17.6 -73.6 +15.3 -66.9 +13.6 -61.8 4 +33.5 -36.3 31.9 -34.8 +29.9 -32.7 +28.5 -31.3 5 +33.5 -44.6 +31.9 -41.7 +29.9 -37.8 +28.5 -34.8 (ADJUSTMENT FACTOR 1.21) END ZONE 5 IS WITHIN A DISTANCE OF 3' FROM BUILDING/ROOF CORNERS = (a) DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 6TH EDITION (2017) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 15' 5. ROOF PITCH 6/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.33' 8. WIND SPEED IS 160 MPH 3 SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: C 10. COMPONENT & CLADDING WIND PRESSURES: (SEE CHART ON LEFT ON THIS PAGE) 11. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 61 PSF TIMBER NOTES 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, .DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED ON THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95, 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP, 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 6TH EDITION FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR. (2) 100 LB POINT LOADS T APART LOCATED ANYWHERE ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1,8.. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" COX (32/16 SPAN RATING) STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. 3. WALL SHEATHING TO BE 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, & NAILED WITH 10d NAILS 4" D.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE SPRUCE OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 MIN. IN MASTER BEDROOM BAY. WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WINDOWS & DOORS NOTES 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. GENERAL NOTES 11 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK, 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE SIXTH EDITION OF THE (2017) FLORIDA BUILDING CODE, ACI318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK, TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY AFLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 6. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 7. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 8. HEATING IS REQUIRED FOR THIS STRUCTURE. 9. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. 10. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 13, INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 14. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 15.. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL, PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN, CLEARANCE. 17. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. 19. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 20. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 21. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. 23. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 2-;. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1,. A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 27. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 28. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT-OIPPED GALVANIZED COMMON NAILS OR BETTER. 29. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 30. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. ALUMINUM FASCIA ON 2X4 SUB -FASCIA OR 1X2 ON SX8 HARDI-FASCIA ON SINGLE 2X6 SUB -FASCIA HARDIBOARD SOLID SOFFIT„ INSTALLED PER MANUFACTURERS SPECIFCATIONS SOFFIT DETAIL FOR ZONE 4 & 5 SCALE: 3/4" = 1' POWER CO. METER 2-4/0 1-2/0 MCM THIN AL. IN 2" IMC 120/240 10 3W NEMA 3R 200 AMP. 10K AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D. ELSE: I 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI 200AMP. MLO FLUSH MOUNT r-� RUN 1 #4 CU TO F 5/8" GROUND RON AND COLD 2-4/0 1-2/0 MCM THW AL. WATER R PIPE SERVICE CABLE _ NOTE: ALL ELECTRICAL MATERIALS AND INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR UGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP), 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. 8. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. ATTACH SHEATHING @ 4' O.C. FIRST 3 �._ TRUSSES ELECTRICAL LEGEND RECESSED INCANDESCENT LIGHT FIXTURE CCEILING MOUNTED INCANDESCENT LIGHT FIXTURE CEILING MOUNTED EXHAUST FAN C WALL MOUNTED INCANDESCENT LIGHT FIXTURE CEILING FAN WITH LIGHT IF 220 V. RECEPTACLE 110 V. RECEPTACLE Gm GROUND FAULT INTERRUPTER S LIGHT SWITCH 200 amp ELECTRICAL PANEL Ie SMOKE DETECTOR W WEATHER PROOF ELECTRICAL METER DISCONNECT WEB77 LSTA18 �17 INSTALL 2'x4' BLOCKING BETWEEN TOP CORDS TO ACCEPT 'X' BRACE 2'x4' RATRUNNERS @J 1 SET OF 2"x4" CENTER & 8' O.C.. 'X' BRACE EXTEND BACK 4 TRUSSES PAST HIP g O S TO N HIP B R A C I N G GIRDER SCALE: N.T.S. 2"x4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS L1"0" FURRING @ SPACING I, TACHED TO TRUSSES W/ (2) SNAILS (ADD BLOCKING 2' O.C. AS NEEDED) 1"x3" @ 15" O.C. FOR ZONE "4" HARDIBOARD SOLID SOFFITS 1"x3" @ 12" O.C. FOR ZONE "5" INSTALLED PER MANUFACTURERS SPECIFCATIONS PORCH CEILING DETAIL SCALE: 3/4" = V OSTEEN RESIDENCE DIMENSION PLAN & NOTES 4900 INDR 0 RD., ET. PIERCE, EL. 34051 'Title NOT VALID WITHQUT THE SIGNATURE AND THE to all documents which bear the copyright of Todd N. Smith, P.E. is vested I111 ORIGINAL IN, 0 'ChG,� A FLORIDA LICENSED solely in Todd N. Smith, P.E. these documents are provided to the owner �� ENGINEER�.� Cj �1.,..............1.1 solely In connection with this project, Any �$E., other use or reuse of these documents or any reproduction, disploy, sale, or other disposition of these documents by anyone is expressly 1 �• 0, prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal n -. MAY y9 2U19 Copyright Law.' 9) 2019, TODD N. SMITH, P.E. w TO DRAWN LD DESIGNED LID CHECKED TN S DATE APR. 2019 SC ALE 1 /4"=1 '-O" SHEET 2 #42082 NO. I DATE STRAP AND TIEDOWN SCHEDULE UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT SPECIFIC BEARING LOCATION. ALL CONNECTOR'S SPECIFIED ARE "SIMPSON STRONG -TIE COMPANY" TRUSS CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS BEARING UPLIFT TRUSS TO MASONRY MASONRY TRUSSTO IDENTIFICATION JOINT REQUIRED BOND BEAM WOOD FRAMING A01 2 6 522/522 METAI6 - NIA A02 2 13 522/522 522/522 398/398 348/> 322 478/1917/447 > 702 METAI6 - NIA A03 2 12 METAI6 - NIA A04 2 B METAI6 - NIA A05 2 8 METAI6 - NIA A06G 2 1 1 7 META16,(2)HETA16 H2.5A A07G 2,13,12,10,9,7 METAI6 - NIA ZCJl 3 2 4 4/193/17 METAI6 - LS30 TOP &BOTT. ZCJ1A 3 4 2 6/24/211 NIA H2.5A L830 TOP & BUTT. ZCJ3 3 2 52/158 METAI6 - LS30TOP &BUTT ZCJ3A 3 4 2 61/46/213 NIA H2.5A LS30 TOP & BOTT. ZCJ5 3 2 4 107/170/2 63/47/215 META16 - s30TOP& BUTT. ZEJ3 3 4 2 NIA H2.5A LS30 TOP & BUTT. ZEJ5 3 4 2 124/82/266 NIA H2.5A LS30 TOP & BOTT. ZEJ7 3 2 4 162/191/4 META16 - LS30 TOP ZEJ7A 5 2 467/457 NIA H2.5A HUS26 ZEJ7B 4 5 2 48/236/347 NIA H2.5A LS50 TOP & BOTT. ZEJ7C 4 5 2 105/229/415 89/73/348 74/217/443 122/387/177 META16 - H2.5A LS50 TOP & BUTT. ZHJ3 3 4 2 METAI6 - LT HJA26 BUTT. ZHJS 4 5 2 META16 - S30 T 30 TOP & LTHJA26 BUTT. ZHJ7 4 2 5 META16 - L530 TOP & LTHJA26 BOTT. VERIFY CANT. OR STANDARD 12 HURRICANE STRAP PER TABLE 5 TRUSS - SEE ELEVATIONS R-38 BATT. 24 GA. EDGE -LOG 1.0 � X�XXXXX INSULATION CEILING SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2' DRYWALL ON EACH SIDE OF WALLS 9 -4. 2X4 STUD WALL NONBEARING @ 16' O.C. FRAMED WALL SINGLE 2X4 PT BOTTOM PLATE W/ Ed CASE HARDENED CONCRETE NAILS @ 19' O.C. SLAB 2X4 NON -BEARING SCALE: 1/4" = V-0" SHIM AS NEEDED TRUSS BEARING + I; FOR LEVEL CLG. SEE ELEVATIONS FOR BEAM HGT. 1'-4" 5 USSEIS'PSUM BOARD ON 3/4" FASCIA OVER 2"x4" W/ AL. DRIP EDGE VERIFY ELEV. �--UNNTE:L#BLOCK TIE BEAM CONTINOUOS VENTED EACH COURSE¶ SOFFIT 1/2" GYPSUM BOARD FI-FOIL INSULATION R-4.1 CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. 1x2 P.T. FURRING PER SPECS. VERTICAL REBAR IN CONC. FILLED CELLS PER SPECS. (SEE FOUND. & FLOOR PLAN) 10 0'-0" A.F.F. 4" CONC. SLAB W/ 6"x6" 10/10 W.W.F. OR FIBERMESH FINISHED FLOOR _ _ FIB �r o: o� I .HEADER BLOCK lV CAVITY CAP a `COMPACTED FILL PER SPECS. CONC. STEMWALL FOOTING 2 -0" W/ (3) #5 CONT. BARS TYP. SINGLE STORY TYPICAL WALL SECTION NEW SCALE: N.T.S. TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 DESCRIPTION VERO BEACH, FL.. 32960 Ph. (772) 559-3699 A MAXIMUM OF A 1-112" FILLER MAY BE USED BETWEEN THE PRE-ENGINEERED STRAP AND THE TRUSS WITH TRUSSES COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO ROOF SHEATHING TRUSS CONNECTION. -I /- REPLACEMENT TRUSS ANCHOR7, USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/1" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. SCALE: N.T.S. BUCK @ MASONRY OPENINGS WINDOWS - 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 TYVEKo HOMEWRAPo OVER WOOD INSTALL TYVEK@ FLEXWRAP^ OVER MOUNTING FLANGE, LAP TYVEK® & TAPE JOINTS. MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING (AROUND OPENING RSO) OPENING WRAP DETAILS TOP CORD) OF TRUSS SIMPSON 'VTCR' FASTENERS @ EACH TRUSS INTERSECT�� IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSES SHALL BE BRACED W/ 2"x4" PURLINS @ 2' O.C. FASTEN 2x4'S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2-16d NAILS @ EACH TRUSS. (ONLY REQUIRED UNDER VALLEY FRAMING) VALLEY TRUSS FASTENING DETAIL 1/2" MIN. 6' 1'-0" 1'-0" 6" MAX. MAX. DOORS 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ `o 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. g PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO WINDOW OPENING THE MASONRY WALL W/ 3/16" DIA. TAPCONS IN MASONRY WALL PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1. DUPONT TYVEK FLUID (BRUSH FORMULAT:DN) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO h. "ERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT io FOR TYVEK FLUID APPLIED SYSTEM. "2 2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, S.Y. PINE, PRESSURE MAX. MAX. TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA lA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FI ILLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. i1SE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. mil¢ •I � uo 1_4" MAX. FASTEN TYVEKoFLEXWRAPI- CORNER USING MECHANICAL FASTENER INSTALL TYVEKoFLEXWRAP-- AROUND PERIMETER OF OPENING WINDOW SILL DETAIL 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPENING T;TT1/2" BOLTS REQUIRED REFE TO GARAGE DOOR M/' NUFACTURER FOR BOLT e .'i// /A 'd d OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DET :I_ DOOR OPENING IN MASONRY WALL 4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO MASONRY WINDOW/DOOR BUCK CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. ATTACHMENT WHERE Y,y" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO SCALE: N.T.S. CONRCETE OR MASONRY WITH Y,"O TAPCONS OF SUFFICIENT LENGTH *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS TO ALLOW FOR IYy" EMBEDMENT AT SPACING ?P°CIFIED BY N.O.A. SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL WALL SUPPORT F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/lT 1 QUANITY OF #5 REBAR AT LTOP OF LINTEL NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQUIRED D--1 1/2" COVER 2 cMu LINTELS SHALL HAVE A z MINIMUM 4" BEARING GROUT ON EACH END � o a OF LINTEL!_'AVITY IN LINTEL (VARIES) NOMINAL WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH SLOPE). NAIL WITH 3-16d NAILS PER END HIP CATS SHALL BE I CONTINUODUS TO RIDGE W/ (2) 16d NAILS PER END HIP TRUSS (HT) I I HIP GIRDER I I :7 I TRUSS (HGT) T7 I I I I U) U) .I 7 / V) If) V) � DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS HIP TRUSSES NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2-#10 COMMON SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/ TOPy HIP JACK TRUSS (HJT) CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF JACKTRUSS CONNECTION @ 108Ibs. HIP AND GIRDER TRUSSES PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT BUILDING OPENING ID MANUFACTURER MODEL # PRODUCT GLASS DESIGN DESIGN ATTACHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT APPROVAL DESCRIPTION PRESSURE PRESSURE PSF WINDOWS CWS 8100 PVC SINGLE FL# 17499.1 IMPACT +70.0/ -70.0 +31.9/ -41.7 #10 SCREWS OR 3/16" TAPCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE HUNG SWING DOOR PLASTPRO SERIES N FIBERGLASS FL# 15213.5 IMPACT +50.0/-50.0 +29.9/-37.8 #10 x 2-1,12" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 19" O.C. ON SIDES MAX. #9 x2" WOOD SCREWS INTO MULLIONS @ 12" O.C. MAX. ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO PORCH CEILING HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO SOFFIT HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED TO 15/ 32 PLYWOOD W/ #9-15 x 1.5" W/ SEALING WASHER IN THE FLAT OF THE ROOF EXTREME METAL 5V CRIMP FL# 17022 R-7 NA -93.5 -78.8 PANEL OR APPROVED EQUAL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. FASTENERS @ COMPANY 12"-12" @ 16" O.C. FOR -94.25 & 9.5"-2"-9.5" @ 16" O.C. FOR 121.0 PSF ROOFING UNDERLAYMENT INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA SELF ADHEASIVE OSTEEN RESIDENCE TYP. DETAILS & NOTES 4900 INDRIO RD. , FT. PIERCE, FL. 34951 'Title to oLl documents which bear the copyright of Todd N. Smith, P.E. is vested solely In Todd N. Smith, P.E. these documents are provided to the owner solely In connection with this project. Any other use or reuse of these documents or any reproduction, display, saLe, or other disposition of these documents by anyone Is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal. Copyright Law.' (C)2019, TODD N. SMITH, P.E. NOT VALID WIT ,QUIT„ THE SIGNATURE AND THE ORIGINAL I��k�`� i*k NF.,,A FLORIDA LICENSED ENGINEER-` i� •••' .. '� �( I TODCf'.�I!gp�lp'�` #42082 DRAWN LID DESIGNED LD CHECKED TN S DATE APR. 2019 SCALE SHOWN SHEET 3 a m *BUILDER"S WARNING* WARNING* THIS IS A PE EM T PLAE�INEERED BRACING. SEE FINAL ENGINEERIN SHEETS FOR THE COMPONENTS AS DEFINED BY WICA 1 - 1995 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND LL BEARING POINTS MUST BE INSTALLED DIAPHRAMS HAVE NOT BEEN ANALYZED BY ON THE BCSI-BI SUMMARY SHEETS RUSS EAST COAST TRUSS 1 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. PRIOR TO INSTALLING ANY TRUSSES! FAILURE FOFOR LLOW ERECTIONINSTRUCTTIONS ON THIE BCS141 SUMMARY '0N OF TRUSSES RESPONSIBILITY WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN 81-0" PLATE HT. Indicates Left End Of Truss On La;�4ut & Engineering Sheets HARDWARE: =HU52'6 HANGERS (QTY. 1) BBO - DBL. 2x_ BEAM BY BLDR. 8' -0" CLG. HT. 3/12 VLT. CLG. / r/ / / 1 TRUSS PLACEMENT PLAN 4 3/16' -I ,A�a�rrsnaa. ECT ]EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, IT 34946 OFFICE: (772) 466-2480 FAX: (772)466-5336 JOB NAME:Osteen Res. DDRESS:8505 Immokolee Rd. ITY/CNTYFt. Pierce/St. Lucie OB # J37481 _-- JOB # MODEL Model ARAGE ,Lu u) Q FT 797 n g ATE 03/07/19 (LATEST=/ /) In ACCORDANCE WITH THE FLORHIA ADMINIS I MI IVE CODE 61G15S-31.603 (3) (c), EAST COAST TRUSS a Ike 1 "Truss Destgn Engineer" 1 Trmses are designed In eeeordance with the Florida Building Code 1 I APPROVAL NOTE: y approving this placement plen(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan aanplie 1 j .,in the structural intent of the project. 1 The customer also acknowledges that this approval authorlaes EAST 1 OAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that haishe accepts finaB0lel responsibility for any repair, engineering, and labor required due to errors Iner than those of EAST COAST TRUSS. Signed: = ODE = FBC 2017/TP12014 ASCE 7-1 ESIGN CRITERIA = MWFRS CCUPANCY CATEGORY = II XPOSURE = C WF SPEED =160 UILDING TYPE =ENCLOSED EAN HEIGHT = 15.00 GRAVITY LOADS FLOOR: DUR FACTOR= 1.0 PSF=ICLL - TCDL- BCLL-BCDL 40.0710.0,0.0,5.0 ROOF. DUR FACTOR= 1.25 PSF=ICLL - TCDL - BCLL - BCDL 20.0,10.010.0,10.0 LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10paf UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDERICOLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. MUST BE SET WITH A SPREADER BAR. THE .SPREADER BAR SHOULD BE AT LEAST 112 TC 2131N LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO SCI-81 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. REVIEWED BY: TODD N. SMITH, RE. FL PE #42082 FOP Front Elevation Rear Elevation Right Elevation ;, @ Left Elevation co Co 22'-8" 14'-01, -------------- I I I I I I I I ®I I 3,-4„ \ \ I Indicates Window Above I ® I I I I I � riI I®I I IAI - J 22'-8" Foundation Plan Metal Per Mft Spec's over 30# Felt base sheet over 5/8" ural CD X See Struct 2 x 4 w/ Al. Fascia & drip Cont. Vented Soffit Attached Per - Manufacturer's spec's Stucco Re -bar in concrete filled cells See structural drawings A 0 i M Floor Plan R-38 Insulation Engineered Trusses �Trus Simpson Anchors 3 Bea block Per Structural Con rete lintel Per Stru tural 0 0 M T_ O NT M U C: U_ N U E O C uL O O 0 O O L_ > M O O d' Revised Date r0 .`- 0 U C to Ln `u c o` � o= m � —I o LL 0, wco fu m7- Uco C0n�J 3ILU 1 /2" Drywall - REVIEVI CODE CO 1/2" Drywall over 3/4" pt furring ST. LUBC Fi-foil Insulation-R-4.1 See Foundation Plan Typical Wall Section 1 /411 + 1'-011 IM Project Sheet :D FOR IPLIANCE COUNTY 0 o M :7 ARNtNG* ALL BEARING POINTS MUST BE INSTALLED (PRIOR TO INSTALLING ANY TRUSSES!FAILuRE 22' 8" 1410" u 9.0. �418�. 9' 0" 2 8" *BUILDER"S WARNING* 3k ERGINEMEED A (WTCA 1 - 1996. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ANALYZED BY THE B ':,BI SUMMARY SHEETS Z) PERMANENT BRACING FOR THE STRUCTURE IS HE TION OF TRUSSES SPONSB)ILITY OF OTHERS. HE BCSI81 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED DATA NUMBER OF GIRDER AND ECTO 1y EAST COAST TRUSS COto 52R5 ST. LUCIE RL VD. PT. PBRCL FL ItM 01 FICE:(TI 466--= FAX: 4/7 W1 336 USTOMER:Dave Golden Homes - JOB NAME:Osteen Res. %DDRESS:8505 Immokolee Rd. tTY/CNTYFt. Pierce/St. Lucie OB #- J37481 D' JOB # cc ODEL Model w ARAGE a O FT 797 g ATE 03/07/19 KLATEST=1 n f A ACY'ORBA WIT ffIC PL AABfmUbIRATTV6CWR_-. i ef6fa"Lm f (3) (t). G CDASf TRUSS Is tr ; . ft. DWW mom' 1 ]1mw gas" Cok. 1 APPROYAL NOTE: .pwftf:phwma*pMnKz0wkwd 11RU..m.tl..ee[b aM11epMIII"ikI9NNb1slhM RieP19INRSI11Rsl j bwww iYR9Tbleajlcl 1 eeepee lwl /Ne eppwe T lASTTRU 1 SW wwfiadw OAST TRUSS is mRxAeWse tllesa trusses aN Oe1W1 bm ro Rle A4ev WVmnW 1 alm 1 8 —0" PLATE HT. ills aulamer wkrowl tl %W hWst* Tn9 I 9ffi e�w x..br M cAQT PeA9T Trvl9. Rtt N6or reP eleroertars cr rne<r rno<e 1 1 Indicates Left End Of Truss On Layout & Engineering Sheets HARDWARE: =HUS26 HANGERS (QTY. 1) BBO — DBL. 2x BEAM BY BLDR. TRUSS PLACEMENT PLAN 8' —0" CLG. HT. 3/12 VLT. CLG. 17 ate. ODE = FBC 2017/TP12014 ASCE 7-1 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY =11 XPOSURE = C WF SPEED =160 UILDING TYPE =ENCLOSED EAN HEIGHT =15.00 GRAVITY LOADS )R: DUR FACTOR= 1.0 ;TCLL - TCDL- BCLL-BCDL 40.0,10.0,0.0,5.0 F: DUR FACTOR= 1.25 'TOLL - TCDL - BCLL - BCDL 20.0110.010.0,10.0 LOADS PER FBC & FRC 'NONCONCUPA04T BC LL 10pst CONCURRENT BC STORAGE LLZO p� UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDERICOLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. MC14 i BACK BRACING, 10' O!! FLOOR TRUSSES SPANNING 2T-0' OR MORE SPREADER BAR SHOULD BE AT LEAST 12 TO M IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BC181 FOR COMPLETE ERECTION AND SAFETY PROCEDURES SUPADRT ANY PLANT SI ff1.VES BY St. Lucie County 1QO 5 -t)Aq l 1� `I III III