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HomeMy WebLinkAboutPLANSDOWEL TO BE TIED INTO WgLL VERTICAL BAR W/ 48 BAR DIA. LAP SPLICING - TYP. 8" CONC. BLOCK ASSUMED GRADE (2) 4" CONCRETE SLAB - 6X6,10 10 W.W.M. OR FIBU MESH OF EQUAL STRENGTH CUT BACK ® 45' ANGLE / ✓j 6 MIL VAPOR ,20 \\ / BARRIER CLEAN, COMPACTED TERMITE TREATED FILL TYPICAL EXTERIOR F MASONRY WALL SCALE: 1 /2"=1'-O„ WALL BEYOND __7F 4" CONCRETE SLAB EXTEND SLAB X6,10/10 W.W.M. 1 1/2" @ DOORS = OR FIBEF2 MESH OF EQUAL STRENGTH CUT BACK / l \� CUT BACK @ 45' ANGLE r\ @ 45' ANGLE 6 MIL VAPOR / BARRIER (2) ##5 REBARS 20 CLT RMITEOnTREATED CONTINUOUS FILL TYPICAL EXTERIOR WALL AT EXTERIOR DOOR F2 SCALE: 1/2"=1'-O" 4" CONCRETE SLAB 8" CONCRETE BLOCK 6X6,10/10 W.W.M. N OR FIB EE2 MESH OF w I- EQUAL STRENGTH ASSUMED GRADE Y #5 REBAR VERTICAL ' DOWEL TO FOOTING. { / SEE FOUNDATION \ t CUT BACK SHEETS FOR @ 45' ANGLE PLACEMENT. / / •,Y'. /�` F1 r \ 6 MIL VAPOR BARRIER a (2) #5 REBARS-/ h *^^"' O i. / TERMITE TREATED C NTINUOUS FILL TYPICAL GARAGE WALL F 3 SCALE: 1 /2"=1'-O" 8%16" PILASTER WA4)#6 BARS 8" CONC. BLOCK (2) #5 REBAR C NTINUOU i /• 4" CONCRETE SLAB - 6X6,10 10 W.W.M. OR FIBER MESH OF EQUAL STRENGTH ~ / 0 ACK 45 TANGLE ' �! 6 MIL VAPOR y/�� BARRIER ,\CLEAN, COMPACTED TERMITE TREATED FILL TYPICAL 8)1x16" COLUMN SCALE: 1 /2"=1'-O" CONCRETE 6x6, M: �ISLOPE 2" 6 MIL VAPOR• /\ r[i /rl• BARRIER \ \j \ CLEAN COMPACTED /�\ � 2 ##5 REBARS TERMITE TREATED �dN7IN000S FILL TYPICAL STEP DOWN )SCALE: AT GARAGE JF 1 2"=1'-0" SLOPE TO DRAIN / 0 6 MIL VAPOR BARRIER CLEAN COMPACTED ((2 ##5 REBARS TERMITE TREATED CONTINUOUS FILL TYPICAL STEP DOWN AT SHOWER F6 SCALE: 1/2"=1'-0' 7R'-4" 10'-0" 20'-0" 37'-0" AA 4" CONCRETE TERRACE F7 F4 COVERED REAR PORCH I a � W rbt 1 21 15'-0" 13'-8" 15'-4" I F2 1 BB 4" 0 p r II VAN. VAN. , , l rff-jl\l 1 0' -0" 4 SLOPE �- F6 FIN. FL. 4 „I • I W 1 I I 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS 1 WITH 6x6, 10/10 WELDED WIRE FABRIC OR • FIBERMESH ON 6 MIL. POLYETHELENE VAPOR I 1 BARRIER OVER CLEAN FILL TREATED AGAINST 1 1 TERMITE INFESTATION, COMPACTED TO 95% 1 PROCTOR DENSITY PER AASHTO T-180 AND CONTRACTOR SHALL VERIFY THE EXISTING SITE IS TUB 1 CAPABLE OF SUPPORTING A MONOLITHIC SLAB 1 1 GENERATING A MINIMUM OF 2,000 P.S.F. BEARING VAN. WC ' 1 PRESSURE ® ` O F3 •I I 1 5-4" 10 I I 10 1 i F2 o i t 1 ® INDICATES WINDOW 1 J COVERED FRONT PORCH I I OPENING 1I, o N •I L----- -- II II I, -_�1 F1 F1 6'-4" 1'-4" 11'-6" 12'-10" 9'-4" W-0" 22'-0" -L 15-4" 25'-8" 15-4" 78'-4" CONCRETE 6x6, M. 6 MIL VAPOR C BARRIER 1'-6" 2 �I5 REBAR TERMIIYED CT EATEED �ON71N000S FILL Dc TYPICAL THICKENED EDGE 7S SCALE: 1 2"=1'-0" TYPICAL 4" CONCRETE SL B WITH 6x6, 10910 W.W.M. ASSUMED 6 MIL VAPO�' \" `,'\�`\ ,:"\ BARRIER V-0" 1)) ##5 REBAR CLEAN COMPACTED NN7IN000S TERMITE TREATED FILL a TYPICAL THICKENED EDGE SCALE: 1/2"=1'-O" 4" CONCRETE SLAB WALL BEYOND X6,10 10 W.W.M. JOINT 1'-2" OR FIBE MESH OF 1/2" EXPANSION EQUAL STRENGTH CUT BACK @ 45' ANGLE 6 MIL ARRIEER E20• \ CLEAN, COMPACTED (2) #5 REBARS TERMITE TREATED CbNTIN000S FILL TYPICAL GARAGE RECESS r r-1 �r 8 J SCALE: 1/2"=1'-0" 1�oq 0 yqo REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY I I B'xB' THICKENED EDGE 1 AROUND PERIMETER OF DRIVEWAY SLAB SLOPE _ 1 DRIVEWAY b N I I I I 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 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. 7, ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS, TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER W OF ALL. 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE CONCRETE NOTES THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE. AREAS INVOLVED. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE CONCRETE. 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR TOP OF ALL WALLS AND AT JOIST BEARING. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, 8.1. DOUBLE "U" BLOCK BOND BEAM TO HAVE A MINIMUM OF (1) #5 BAR PER 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 ETC. PRIOR TO PLACING CONCRETE.. COURSE (UNLESS OTHERWISE NOTED). BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND 8.2. U-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH 1 #5 CORNER () 0 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS BAR 32" MIN. LAP. SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE 9• VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM UNLESS NOTED OTHERWISE. AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. MASONRY. 4. CONCRETE WHEN PLACED, INCHES L C SHALL HAVE A SLUMP OF 4 IN PUS OR MINUS , 13. ALL CONCRETE THAT IS ALTERED WATER ADDITIVES ETC. SHALL BE TESTED L ST TO ( , ) 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS VERTICAL POUR. ONE INCH. ENSURE STRENGTH REQUIREMENTS ARE MET. 11. PROVIDE"CAST-CRETE" OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ( Q ) C LS 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE. AROUND ALL HOOKS. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED SEAMS AND CUT-OUTS. 15. SOILS SHALL BE TREATED. RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING WIRE MESH TO CONFORM TO ASTM A-185. CONCRETE MASONRY NOTES STEEL OR THREADED ROD FOR EASE OF INSTALLATION. 6.1. PROVIDE CHAIRS & BOLSTERS - 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO FOUNDATION NOTES EXTERIOR ELEMENTS) 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR 6.2. ENSURE MESH (IS USED) IS EMBEDDED 1FROM THE TOP OF THE STAB. LAP 1.1. LOAD BEARING CONCRETE MASONRY." MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 1, SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED JOINTS AT B" &TIE. 7. WELDED WIRE FABRIC (IF USED) SHALL BE IN ACCORDANCE WITH ASTM A185 AND 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR BY ASTM - 1557 (MODIFIED PROCTOR). SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: REINFORCING IN EVERY OTHER COURSE (16" O.C.) BEARING PRESSURE OF 2000 PSF. CAST AGAINST EARTH: 3" 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. EXPOSED TO EXTERIOR ELEMENTS: 1" 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, FORMED SURFACES: 1" PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS NO. DATE DESCRIPTION NOT VALID WITIA". oTIJd� #NATURE AND THE DRAWN LID ' PE' ���� �� D N oLeLITItLe to all documents , which bear the ORIGINAL INK`��?� �j� /,� (�1RIDA LICENSED 1 T 0 D D N. SMITH 1 �LJ INC. 1� copyright of Todd N. Smith, P.E. is vested �C 'C A/� 1 ^y i DESIGNED LID solely In Todd N. provided P.E. these V 1717 INDIAN RIVER BLVD. STE 302 documents are provided to the owner ENGINEER _ = solely In connection with +his project. .`. N 082 CHECKED TINS �� Any other use di reuse ao these documents or any reproduction, display, FfYUNMsale, or other disposition of these ��� DATE APR. 2019 V E R O BEACH, FL. 32960 documents without consent of Todd N. : Q APR 0 9 2019 „ ddocuments by anyone Is expressly w Smith, P.E. pursuant to the Federal Q SCALE 1 /4 =1 -0" Ph. (772) 559-3699 1 Seminale Road Ft Pierce 34951 Copyright Law.' .• ORIOP.,'�� @2D19, T000 N. SMITH, P.E. SHEET 1 TODD N. SM1ryhINA�;�G)`�\#42082 ■ ■ I I NO. I DATE 10' 0" -------------------------- 20'-0"-------------------------- 20'-8" I I 57_8" I I 44'-0" 13'-8" Terrace �I ml PORCH N ICI Im' ,3'_6' t5'-4" poi ivii --- ' Egress Pump - 3030 6 8 3050 3068 �� /-WHO O AA o - - - -------" - - - - - - - - - - - - - - - 11-8" 2' 0" r-------------- 7'-6- I ---------------------------------------------- P III1 IIITI IIIIi IIIIII MASTER 2_00 BEDROOM AtticBATH i access 2668 ,D'-o• AE GARAGE Tray 2868r Ceiling � D V-6" L 6d ao LAUNDRY I I I I I � I I I I I I I I I BATH FAMILY i Lo L M I I I I I I 0 M0 1 1 1 1 O M t3'-11" 2668 `I 26'-6" 2668 - - - ln 2'-0- I I I I I I I 3050 3050 MASTER I I I 6 -4" 5-a" ----------- --------------------------------- ------------ -----------I---- o------------�I Q 3050 1668111 3068 / 1 3050 i 3050 o NON-STRUCTURAL 4'x4' o PORCH ! POST W/ABA44Z Al BASE ALL TRUSSES THAT CROSS FALSE BEAM SHALL HAVE A H3 BEDROOM Egress 3050 (2) 2'x12' P.T. #1 S.Y.P. NON-STRUCTURAL BEAM W/ HU410 @ BOTHSIOES DESIGN PARAMETERS FOR WIND LOAD TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED COMPLIANCE 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 O - 1. BUILDING CATEGORY II STORED IN ACCORDANCE WITH TPI-95. Q © 2. FLORIDA BUILDING CODE 6TH EDITION (2017) 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL ® O ® © ®® © ® Q ® ® 3. BUILDING DESIGN IS ENCLOSED PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO 4. MEAN ROOF HEIGHT IS 15' PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS O , 5. ROOF PITCH 6/12 DEGREES WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD, 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. COMPONENT & CLADDING NOMINAL PRESSURES 7• WIDTH OF END ZONE A = 3.33' 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2.SYP. ASCE 7-10 (160 MPH - EXP. 'C'- Vasd) 8. WIND SPEED IS 160 MPH 3 SECOND GUST 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < IS') 9, WIND EXPOSURE CLASSIFICATION: C ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING 0 6' O.C. © © © © ® (Z D © (SO. 10. COMPONENT & CLADDING WIND PRESSURES: MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL © ® ® EFFECTIVE AREA FT.) OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD ZONE 0 < 10 11 < 20 21 < 50 51 < 100 (SEE CHART ON LEFT ON THIS PAGE) BETWEEN TWO TRUSSES FOR ACCESS. 1 +16.2 -30.6 17.6 -29.8 +15.3 -28.6 +18.0 -27.7 11. LOADS: 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL LL FLOOR 40 PSF BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C o0 2 +19.2 -53.3 +17.6 -49.0 +15.3 -43.3 +13.6 -39.1 EQUIPMENT, ETC.) ROOF/DEAD 17 PSF / 3 +14.2 -78.8 17.6 -73.6 +15.3 -66.9 +13.6 -61.8 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER \ _J 4 +33.5 -36.3 +31.9 -34.8 +29.9 -32.7 +28.5 -31.3 ROOF/LIVE 20 PSF 6TH EDITION FBC R301.5. TRUSSES SUPPORTING MECHANICAL D WALL 61 PSF 3' EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS APART L 3 5 +33.5 -44.8 +31.9 -41.7 +29.9 -37.8 +28.5 -34.8 LOCATED ANYWHERE ON THE TOP CHORD. ® ® ®© ® ® ® (ADJUSTMENT FACTOR 1.21) TIMBER NOTES 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY A TTACH ALL HANGERS WALL WIND DESIGN ZONES END ZONE 5 IS WITHIN A DISTANCE OF SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST 3.2' FROM BUILDING/ROOF CORNERS = (a) SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. SCALE: NTS 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE, LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX (32/16 SPAN RATING) WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO DESCRIPTION TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 AREA INFORMATION LIVING AREA U/A 1,845 sq.ft. FRONT PORCH 129 sq.ft. REAR PORCH 240 sq.ft. GARAGE 484 sq.ft. TOTAL 2698 sq.ft. TERRACE 120 sq.ft. PARKING 400 sq.ft. CONDITIONED VOLUME 16,375 sq.ft. Parking Slab ROOF FRAMING WITH 8d RING SHANK NAILS 4" U.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" O.C. AT PANEL EDGES %AND 6" O.C. IN THE FIELD. 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. BEARING WALLS, TOP PLATES SHALL BE CGP,STRUCTION GRADE S.P.F. OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTN�-RN YELLOW PINE & 2X4 MIN. 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 COI"CREPE 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. 8. ALL SIMPSON CONNECTORS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. WINDOWS & DOORS NOTES 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. 25. 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. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED ALUMINUM FASCIA ON 2X4 AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN SUB -FASCIA OR 1X2 ON THESE PLANS. 1X8 HARDI-FASCIA ON 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE SINGLE 2X6 SUB -FASCIA 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. HARDIBOARD SOLID SOFFIT_ 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED INSTALLED PER MANUFACTURERS BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS SPECIFCATIONS OTHERWISE NOTED. SOFFIT DETAIL FOR ZONE 4 & 5 SCALE: 3/4" = V 2"x4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS 1"0" FURRING @ SPACING ATTACHED TO TRUSSES W/ (2) 8d NAILS (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" BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL INSTALLED PER MANUFACTURERS RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. SPECIFCATIONS CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THEC PROJECT. PORCH CEILING DETAIL 4. IFFTHE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SCALE: 3/4" = 1' 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 A FLORIDA ����1-�'y Q IT ��l �j1/T RESIDENCE gy/�E• �1�, NOT VALID WI JL 1 Y `V I�JLJ JL 1 9i E S I D JLJ �/ JLJ Title to dll documents PE. bes the copyright of Todd N. Smith, P.E. Is vested ORIGINAL I N IK. solely n Todd N. Smith, P.E. these ENGINEER documents are provided it to the owner solely h connection use this protect. - n TMEN-Sin � N S i n N PLAN & N Any other use di reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly S eminale Road Ft P i erc� e 3 4 9 51 Prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright Law.' 02019, TODD N. SMITH, P.E. 9 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., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN (�F THIS BODY OF WORK. 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 TODD N 1dq`NTQ4;'r1•,GNATURE AND THE L(ac®Fis�t•' L�)RIDA LICENSED NO.42082 ' APR 0 9 2019 171HIpiF't. #42082 0001 DRAWN LD DESIGNED LID CHECKED TN S DATE APR. 2019 SCALE 1 /4"=1 ' - 0" SHEET 2 NO. I DATE DESCRIPTION FRONT ELEVATION SCALE: 1 /4" = 1'-0" REAR ELEVATION SCALE: 1 /4" = 1'-0" RIGHT ELEVATION 1 /4" = 1'-0" TODD N. SMITH, PE, 1717 INDIAN RIVER BLVD. STE VERO BEACH, FL. 32960 Ph. (772) 559-3699 LEFT ELEVATION SCALE: 1/4 " = 1'-0" INC. PAULEY RESIDENCE 302 _ 7TFVATTAl Seminale Road. Ft. Pierce, 34951 Stucco 'Tltle to aLL 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 tlisposition of these documents by anyone is expressLy prohibited without consent of Todd N. SMITH, P.E. NOT VALID V ORIGINAL INI; ENGINEER TODD N. S CANT. TRUSS BRG. BRG. ®GAR. ol 6'—B" DR. & WIN. MHE h 0'-0" FIN. FL No. q F r JATURE AND THE FIDA LICENSED APR 0 9 2019 #42082 DRAWN LD DESIGNED LID CHECKED TN S DATE APR. 2019 SCALE 1 /4°=1'-0° SHEET 3 200 VHEN ELSE: REAKER 0 3W NEMAI ISH MOUNT WATER 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 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. ELECTRICAL LEGEND RECESSED INCANDESCENT LIGHT FIXTURE CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CEILING MOUNTED EXHAUST FAN WALL MOUNTED INCANDESCENT LIGHT FIXTURE xCEILING FAN WITH LIGHT 220 V. RECEPTACLE 110 V. RECEPTACLE GFci GROUND FAULT INTERRUPTER S LIGHT SWITCH 200 amp ELECTRICAL PANEL SMOKE DETECTOR WP WEATHER PROOF ELECTRICAL METER E::]J DISCONNECT NO. DATE DESCRIPTION DRANT! DSP 1 TODD N. SMITH' PE' INC. PAULEY RESIDENCE DESIGNED CHECKED 1717 INDIAN RIVER BLVD. STE 302 . 2 DATA APR. 2019 VERO BEACH, FL. 32960 -_ ELELECTRICALPLAN SGALE1/4"=l'_o" Ph. (772) 559-3699 � SHEET 4Seminale Road, Ft. Pierce, 34951 STRAP AND TIEDOWN SCHEDULE 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION, UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING A01 1 1 14 522/910 META16 NIA C050GE ALL BEARING < 183 N/A VTCR A02 2 15 621/907 META16 MIA MV2 1 2 18/41 N/A VTCR A03 2 9 663/563 META16 - NIA MV4 1 3 60/67 N/A VTCR A04 1 1 7 1 563/565 META16 - N/A MV5 1 3 73/83 N/A VTCR A05 2 8 665/564 META16 - HUS26 V4 1 3 54/54 NIA VTCR A06 2 8 666/564 META16 - HUS26 VB 1 3 4 85/85/96 N/A VTCR A07 2 8 665/564 META16 - HUS26 V12 ALL BEARING < 187 N/A VTCR AOB 8 2 565/664 META16 - HUS26 V16 ALL BEARING < 231 N/A VTCR A09G 10 2 1106/114G META16 HUS26 V20 ALL BEARING < 304 N/A VTCR A10 2 9 666/564 META16 - HUS26 ZCJ1 3 1 2 1 4 3/197/15 META16 - TLSC37 CAN 30 TOP &EBOTT. B 2 565/665 META16 - HUS26 ZCJ3 3 2 4 53/163/1 META16 - LS3All uc37C NBESUB. Al2G e 2 u2s/eo2 META16 HUS26 ZCJ5 3 2 4 126/271/81 META16 - TLS3B TON BBOTT. A13 6 2 428/533 META16 - HUS26 ZEJS 3 2 4 114/178/3 META16 - 530 TOP&BOTT. 3 BE SUB. A14 1 2 6 530/530 META16 - N/A ZEJ5G 1 3 605/457 META16 - HUS26 A15 2 7 530/530 META16 - N/A ZEJ7 3 2 4 188/332/117 META16 - U3jffiN0 TOP BOTT. 3 NBES B. A16 2 6 530/530 META16 - NIA ZHJ5 4 2 5 77/218/61 META16 - BTOP& LTHJA26 BOTT. A17G 2 8 B86/886 META16 N/A ZHJ7 4 2 5 141/482/388 META16- S OTOP& LTH 6 BOTT: BO1 2 6 876/876 META16 N/A 802 7 2 876/876 META16 NIA B03 1 2 8 1751/1751 HETA16 NIA col 4 2 295/404 META16 - NIA CO2 1 3 295/404 META16 - NIA CO3G 6 2 2183/1910 (2) HETA16 N/A C04G 1 5 2189/1923 1 (2) HETA16 N/A ALL CONNECTOR'S CONNECTORS SHALL SPEIFIED BE INSTALLED ARE "SIMPSON STRONG -TIE COMPANY" PER MANUFACTURER'S TRUSS CONNECTORS. SPECIFICATIONS ALL 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 FAZ 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. FINISHED FLOOR TYVEKo HOMEWRAPO OVER WOOD INSTALL TYVEK@ FLEXWRAP- VERIFY CANT. OR STANDARD OVER MOUNTING FLANGE. LAP TYVEKo & TAPE JOINTS. 12 MINIMALLY EXPANDING 5 APPROVED CAULKPOLYURETHANE �NG AM OR R-38 BATT. (AROUND OPENING RSO) INSULATION _ OPENING WRAP DETAILS 1'-4" VERIFY ELEV. SHIM AS NFFrG"I FOR LEVEL CLi. 5/8" GYPSUM BOARD ON TRUSSES LINTEL BLOCK TIE BEAM W/ 1-#5 CONTI. EACH COURSE 1/2" GYPSUM BOARD FI-FOIL INSULATIO14 R-4.1 1x2 P.T. FURRING PER SPECS. VERIFY FOOTING SIZE ON FOUNDATION PLAN SINGLE STORY TYPICAL SLAB REINFORCEMENT PER SPECS. CONCRETE SLAB PER SPECS. VAPOR BARRIER PER SPECS. COMPACTED FILL PER SPECS. FASTEN TYVEK@FLE) CORNER USING MECF FA INSTALL TYVEK@FLE) AROUND PERIMETER OF C WALL SECTION NEW SCALE: N.T.S. WINDOW SILL DETAIL CEILING SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2' DRYWALL ON EACH SIDE OF WALLS NON 9'-4' 2X4 STUD WALL BEARING @ 16' O.C. FRAMED WALL SINGLE 2X4 PT BOTTOM PLATE W/ Bd CASE HARDENED CONCRETE NAILS @ 18, O.C. SLAB 2X4 NON -BEARING SCALE: 1/4" = V-0" 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. ­1 Z_� REPLACEMENT TRUSS ANCHOR-2 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 1/2" MIN. DOORS - 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. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE .STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM. 2, WINDOW BUCKS ARE TO BE 2X4 OR 2X6, 42 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 CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. WHERE Y," P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4" 0 TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. rnnO nI IrV TAICTAII ATMNI CAMP AC IAITKinnkAI 1A/TTFI01 IT CTI I TOP CORD OF TRUSS SIMPSON 'VTCR' FASTENERS @ EACH # N��N 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 MAX. WINDOW OPENING IN MASONRY WALL o� 1/2" J-BOLTS OR: HILTI KEN 12-S12 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPENING T217T1/2" BOLTS REQUIRED REFE TO GARAGE DOOR MP NUFACTURER FOR BOLT n .'I// /A y ..id..' OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL n�ax. '�`' 'I �t DOOR OPENING IN MASONRY WALL �Ig I I•�19 L101Sam il♦1a]2 ATTACHMENT SCALE: N.T.S. *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). WALL SUPPORT F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT /- QUANITY OF #5 REBAR AT l BOTTOM OF LINTEL CAVITY U16-1B/1T QUANITY OF #5 REBAR AT TOP OF LINTEL NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQUIRED _�__1 1/2" COVER CMU LINTELS SHALL HAVE A i MINIMUM 4" BEARING GROUT ON EACH END 2 ° OF LINTEL CAVITY 8 IN LINTEL (VARIES) NOMINAL LINTEL INFORMATION NOTE: ALL LINTEL TO 8F16-1B/ST UNLESS NOTED OTHERWISE 1. GARAGE HEADER TO BE 8F-16-iB/iT WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH j I I SLOPE). NAIL WITH 3-16d NAILS PER END I HIP CATS SHALL BE I I CONTINUODUS TO RIDGE W/ I (2) 16d NAILS PER END HIP TRUSS (HT) j I HIP GIRDER I I I j I TRUSS (HGT)T\\ I I I _ � \Ij I I I I I / / 1 Ln 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 --J-HIP JACK TRUSS (HJT) CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF JACK TRUSS 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 M.I. WINDOWS & 185 SH FL# 17499.1 IMPACT +55.0/ -55.0 +33.5/ -36.3 #10 SCREWS OR 3/16" TAPCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE DOORS SWING DOOR PLASTPRO SERIES N FIBERGLASS FL# 15213.5 IMPACT +50.0/-50.0 +34.8/-29.9 #10 x 2-1/2" 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. #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 4" FROM CORNERS & 19" O.C. ON FRENCH DOOR PLASTPRO SERIES N FIBERGLASS FL# 17184.5 IMPACT +50.0/ -50.0 +31.9/ -34.8 SIDES W/ TWO SCREWS FROM TOP CENTER SETBACK 4" & 8" GARAGE DOOR DBA DOORS MODEL# 824/811 FL# 17-1018.12 N/A +36.0/ -44.0 +28.5/ -34.8 ATTACHED W/ 1/4" x 1-1/4" TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" 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 JAMES HARDIE FACE NAIL TO PT NAILER @ 16" O.C.W/ 1.5" LONG x 0.083" SHANK x 0.187" HEAD, RING SHANK * SIDING BUILDING PRODUCTS CEMPLANK LAP SIDING FL #13192.1 NA -44.9 -44.8 NAIL INC. ROOFING INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA SELF ADHEASIVE UNDERLAYMENT *NOTE: FURRING STRIPS CAN BE ELIMINATED IF LAP SIDING INSTALLED DIRECTLY TO BLOCK IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR DIRECT CONNECTION OF SIDING. NOT VALID WITHOUT THE SIGNATUR� ��Q THE DRAWN LID T�JDD N. SMITH PE INC. PAULEX RESIDENCE oL-TiteLyIntto oddTN. mit,PE.PEs which esysted ORIGINAL INK SEAL OF A FLORI*R.A`� �CE�I A,� DESIGNED LID 1 ao�`yeis are provdedP o theeowner ENGINEER "" b'�., solely In connection with this project. �=; •�fG �, •• CHECKED TNS 1717 I N D I A N RIVER BLVD. S T E 302 Any other use or reof these p y CS DATE m documents or any reproduction,seofthe a la _ 2 dis 1 5-4-19 PER COMMENT LETTER 4/03/19 VER0 BEACH, FL. 32960 1 " DETAILS 8c NOTES P oh it other ut token of these O �•,�� ,��Gy w SCALEASROW 019 documents by anyone Ni expressly Q : 0 o: 04O yIy Z rcumen d without consent r Todd N. .J N0. DATE DESCRIPTION Copyrmith, PE. pursuant to the Federal. - 2 Ph. (772) 559-3699 125 12th ST., VERO BEACH, FL. 32960 CopyrlghtLow.' -r : ,�� �:�; @ 2019, TODD N. SMITH, PE. �• SHEET 5 TODD N. SMITH, P.E. #42'172*'' ...SO �`�� iunl *BUILDER'S WARNING* *WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS INSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS, ANY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 701 All SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. TRUSS PLACEMENT PLAN CK CHARGES WILL NOT BE ACCEPTED UNLESS OUR BB, DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE OR USP JNLESS OTHERWISE NOTED. INSTALL HANGERS kCCORDING TO THE CURRENT SIMPSON STRONG -TIE )R USP CATALOG REVIEWED BY: ::�±i APR 0 9 2019 ToOD N. SMITH, P.E. FL PE #42082 9'-4" PLATE HT. _MWW===4 Indicates Left End Of Truss On Layout 6s, Engineering Sheets HARDWARE: =HUS26 HANGERS (QTY. 13) 9' -# CLG. HT. I W -0 CLG. HT. 12112 VLT. CLG. ! / - ENOINEEkcU TRUSS SYSTEMS PRODUCTS r ECT 4— O r ]EAST COAST TRUSS � 5285 ST. LCCIE BLVD. FT. FIERCE, FL 34946 OFFICE: (772) 466-2480 FAX: (772)466-5336 ^� n . 2 ICUSTOMER: Golden Homes JOB NAME: Pauley Res. ADDRESS:011111190of Sf=non✓D�! 2� f /;r m W CITY/COUNTY: I— C!) Q JOB # J37386 JOB # L:Model SO FT 2707 DATE 02/18/19 (LATEST= HSS-31.003 (3) (e), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in are.rd.o ee with the Florida Building Code NOTE: By approving this placement plan(s), signatured n 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 I 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 -J labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL 0 CODE = FBC 2017/TP12014 ASCE 7-10 DESIGN CRITERIA =MWFRS cc OCCUPANCY CATEGORY= II G EXPOSURE = C Q MWF SPEED =160 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15 GRAVITY LOADS (n LU FLOOR: DUR FACTOR= 1.0 —J Z PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL W 20.0,7.0,0.0,10.0 U) LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf Z) CONCURRENT BC STORAGE LL 20 psf W W DEFINITIONS MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING F— TOB = TOP OF BEARING LLJ TC = TOP CHORD BC = BOTTOM CHORD (f� LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT I— # =POUNDS UPLIFT MUST BY-PASS FLOOR TRUSSES Z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 'X6 STRONG BACK BRACING, 10'-0" O.C., IS >— RECOMMENDED ON FLOOR TRUSSES P1 SPANNING 20'-Ot' OR MORE O AUTION: SPANS GREATER THAN 30'-( UST BE SET WITH A SPREADER BAR. THE U PREADER BAR SHOULD BE AT LEAST 1/2 D '3 IN LENGTH AS THE SPAN OF THE TRUSS Q EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. or. BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS 1- 2- 4- 3- 4- 5- 6- (1/4" if plotted 24x36) . Designed By: SIB 0 CO �------------------------7 i----------------------- ----- 20'-0° Floor Plan - 1/4 if = 1' - 0" _wing --18L15 5F garage -- 9815F dear Porch -- P-10 5F =ronL Porch -- IF-9 5F ToEal -- P698 5F Revised Date 09-26-16 L N U-) CO CL Q Cu U N J p Cn W E O Cu CO ^V �C: W (Cn W aD CL Project Sheet