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HomeMy WebLinkAboutBuilding PlansI DOWEL TO BE TIED INTO 1 4 VERTICAL CONCRETE 10 W.W.M. 30'-0" 64'-0" BAR W/ 48 BAR DIA. 4' CONCRETE SLAB LAP SPLICING - TYP. B CONC. BLOCK OR FIBE MESH OF 12'-4" 21'-8 - EQUAL STRENGTH ASSUMED GRADE , ,. f- 13'-0" 1T-0° F1 CUT BACK.. i — \ a:. , • \ @ 45' ANGLE \\, \/ / :.:.•. 6 MIL A VAPOR /\ \ LEGEND F — — — — — ------� x CLEAN CO MPACTED _ (2) ##5 REBARS TERMITE TREATED CONTINUOUS FILL Door Opening Window OpeningF1 TYPICAL EXTERIOR h F1 C MASONRY WALE SCALE 1/2"=1'-O" ---- 4" CONCRETE SLAB WALL BEYOND EXTEND SLAB X6,10/10 W.W.M. rF- 1 1/2' ® DOORS = OR FIBER MESH OF EQUAL STRENGTH CUT BACK \4 rY . CUT BACK @ 45' ANGLE \ @ 45' ANGLE F1 \ \ \ BARRIER F1 F2 F8 6 MIL VAPOR CLEAN, EAN, COMPACTED — - 'o (2) ##5 REBARS �20 TERMITE TREATED ANTIN000S o o — F — — — (WC YPICAL EXTERIOR WALL � — — — — --r T — — — _J VAN. AT EXTERIOR DOOR FI C 6 Ox D SCALE 1/2,:_1,_0„ WASHER VAN. 4 CONCRETE SLAB J 8 CONCRETE BLOCK -ORR FIBEKK FIBER10 W.W.M. I II MESH OF w - _ EQUAL STRENGTH F5 a _ > - 0'-0" FIN. FUR. I DBL. SINK ASSUMED GRADE 0 -0 _ ' _ FIB (� 4 I DRYER .. .. _ YSH ##5 REBAR VERTICALBOWEL TO FOOTING. '{�\s,,R I'' TU\)SEE FOUNDATION \ , • @ 45 TANGLESHEETS FOR — PLACEMENT. / \ /6 MIBARRIERR ° CLEAN, COMPACTED 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 6x6, wH 10�10 WELDED WIRE FABRIC OR FIBERMESH ON 6 MIL — — — (2) ##5 REBARS � i+ TERMITE TREATED � — CbNTIN000S FILL POLYETHELENE VAPOR BARRIER OVER CLEAN FILL TREATED I AGAINST TERMITE INFESTATION, COMPACTED TO 95% C TYPICAL GARAGE WALL F1 PROCTOR DENSITY PER AASHTO T-180 AND CONTRACTOR SCALE: 1/2"=1'-0" SHALL VERIFY THE EXISTING SITE IS CAPABLE OF 21'-0" Nx SUPPORTING A MONOLITHIC SLAB GENERATING A MINIMUM OF 2,000 P.S.F. BEARING PRESSURE TYPICAL 4" CONCRETE SLAB WITH 6x6, 10/10 W.W.M. SLOPE 2" 4" 0'-4" GARAGE FIN, FL \ I6 MIL VAPOR » 1' � I • I BARRIER CLEAN COMPACTED \\ b/ ((2)) ##5 REBARS — TERMITE TREATED CONTINUOUS " F5 FILL Z CONCRETE NOTES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE. FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. 4. CONCRETE, WHEN PLACED, SHALL 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 SEAMS AND CUT-OUTS. 6.. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A 185. 6.1. PROVIDE CHAIRS & BOLSTERS 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 JOINTS AT 8" & TIE. 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: CAST AGAINST EARTH:. 3" EXPOSED TO EXTERIOR ELEMENTS: 1" FORMED SURFACES 1" - 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO 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. 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR ' LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE I.I. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 12. CONCRETE FOR SLABS ON GRADE. AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. o 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO o ENSURE STRENGTH REQUIREMENTS ARE MET. 14.. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.. 15. SOILS SHALL BE TREATED. CONCRETE MASONRY NOTES 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR. LOAD BEARING CONCRETE MASONRY. ,- 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE MOR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS ' 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 @ 48" O.C. MAX. IN THE 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 TYP I CA L S TE P DOWN ;> 4 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN i GARAGE �BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM. CELLS AT END OF EACHG�sAT o I DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. / — ��'� F2LLAP SPLICE REINFORCING 48 BAR DIA. (ORAS SHOWN ON PLANS) & TERMINATE CALE: 1 2"=1'-0 J M I REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL I:_ TYPICAL 4° CONCRETE L -� 4. _ REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. . I I � — SLAB WITH 6x6, w o - i 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BARON THE 10/10 W.W. : N o ry `+' INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. DRAIIN TO F� `' F1 S. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE F3 TOP OF ALL. WALLS AND AT JOIST BEARING. 8.1.. DOUBLE "U" BLOCK BOND BEAM TO HAVE A MINIMUM OF O 1 #5 BAR PER , I I x = COURSE (UNLESS OTHERWISE NOTED). - / »••' "•`• /� '� 8.2. U-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER 6 MIL VAPOR h\\/f\ F1 BAR 32' MIN.. LAP. ' BARRIER - 9. VERTICAL REINFORCEMENT STEEL TO HAVE 1/2" MIN. CLEARANCE FROM CLEAN COMPACTED ((2)) ##5 REBARS _ 21'-5° 8'-3" 10. GROUTED CELLS SHALL NOT EXCEED A 12'CONTINUOUS E li TERMITE TREATED CONTINUOUS 64'-0" 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE o NTELS AT FILL - + - ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. TYPICAL STEP DOWN 12. ANY EPDXY SHOWN SHALL BE EITHER"HILTI HIT RE 500"WITH "HAS-E" THREADED AT SHOWER.... ',. - - RODS FOR MASONRY OR "SIMPSON. XP22" WITH THREADED ROD. 0 DOWEL TO BE TIED „ 4 CONCRETE SLAB 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING •_O•• I t \ I INTO W ILL VERTICAL 8 CONC. BLOCK TEFL SCALE. 1/2 1 F.O U N.. D A T.I O I V PLAN BAR W 48 BAR DIA. 4 ..CONCRETE SLAB S OR THREADED ROD FOR EASE OF INSTALLATION. r LAP SZCING - TYP. X6 70/10 W.W.M. AR FIBER MESH OF 6X6,10/10 W.W.M. o EQUAL STRENGTH FOUNDATION N TE I 4" CONCRETE SLAB C p q " _ q'_ " 8" CONC, BLOCK OR FIBEF2 MESH OF w i O S SCALE. 1 /4 — 1 O EQUAL STRENGTH Ir WALL BEYOND , X6,10 /10 W.W.M. OR FBEf2 MESH OF ASSUMED GRADE ,, o 1 2 _ ,.. ._.+--...,�.., h. , .. , , :. 1. SOIL TO BE COMPACTED TO AT LEAST 95 /o OF MAX. DRY DENSITY AS DETERMINED JOINTEQUALr ^ .,... ? \ STRENGTH m .: .. C „ STRE ;... .. �.. >.!,- ,. , 1/2 EXPANSION � ( ) �.. ` ' ' , , . , • . z ;.' :,� a , ",�. +' ', y�: ^.°"�. \ ' BY ASTM - 1557 MODIFIED PROCTOR). ..., .,.,. .. ,•,..,.. . _., .- ..,.,,. .,, • ..« •yt .. r .:....+• �> CUT BACK OUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL .. ... ...:.. \ -.,.. ..; .. .. .,:^..,. CUT SACK `....., rt. ,..• .,)..s,Y. @ 45 ANGLE - .. .. .. \ i .. ,_.,• ..., CUT BACK /, .. .... BEARING PRE .. .:, • . x ..: ,.. _.... ,� .. t ..... _ . � ,. _.... „.. ,. .... Jj SSURE OF 2000 PSF. .,, C7' . @ 45 ANGLE Z%? ,. ,. .• iS+ � / „," .+:>... /� @ 45 ANGLE � r..,f ,. .: ,...: \ ......._,.. � \ 6 MIL VAPOR 3. F /. :.'. .>.....,�.,,.,, • .:; . / / \° •-> \ % OOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGA \ \ \ \ /\ 6 MIL VAPOR BARRIER CUT BACK. \ BARRIER /. - J CLEAN, COMPACTED I y, +E ,@ 45 ANGLE (5) #5 REBARS CODE COMPL A1hiC \ / / 6 MIL VAPOR \ \: CLEAN, COMPACTED C&TINUOUS TERMITE TREATED BARRIER (5) #5 REBARS TERMITF TREATED FILL ; CONTINUOUS FILL ST. LUCIE COUNTY i 20" CLEAN, COMPACTED (2) ##5 REBARS TERMITE TREATED TYPICAL EXTERIOR TYPICAL EXTERIOR WALL $OCC CONTINUOUS ' FILL MASONRY WALL AT EXTERIOR DOOR Z MA E IOR R TYPICAL GARAGE RECESS �7 SCALE: 1/2~=,-o F SCALE: 1/2'=r-o' FILE COOPY nF6 0SCALE: 1/2"=1'-O" N0. DATE DESCRIPTION TOT) N. SMITH E INC. UIII K RESIDENCE 1717 INDIAN RIVER BLVD. STE 302 T NOTES VERO BEACH, FL. 32 60 FOUNDATION PLAN �L Ph. (772) 559-3699 TREE TOP TRAIL, FORT PIERCE" FL. 34 951 'Title to aLL documents which bear the copyright of Todd N. Bmlih, 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, PE. pursuant to the Federal Copyright Low.' @ 2019, TODD N. SMITH, PE. NOT VALID WITHOUT,%\ Syk 4Y, URE AND THE ,�.l�O .. "A f /, ORIGINAL INK SEKIL_ .' RI A LICENSED'- �` �l G ENGINEER 82 - NO:. 20 ••':* �, ' cc _ :• 01F 'j• '� •'• Qx •' ��. � •'•.•DR��•' V' ��� �\ DRnwN LD DESIGNED LD CHECKED TNS DATE APR. 2020 > SCALE 1 4"=V-0' / SHEET 1 ' S�pNQ` TODD N. SMITf-f,`/IR k ,,l +4�082 — JOB g 20042 I a a DESIGN PARAMETERS FOR WIND LOAD Y00 COMPLIANCE COMPONENT & CLADDING NOMINAL PRESSURES 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS ASCE 7-10 160. MPH. - EXP: 'C'- VUIt AOJUSTM'ENT FACTOR 1.29 APPROVAL. THESE DRAWINGS SHALL BE SEALED BY AFLORIDA I 1. BU RY II )(,LDING CATEGOREGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THROOF SLOPES 2.551E TC 6/ R (2(SQ. (HEIGHT < 2O) 2. FLORIDA BUILDING CODE 6TH EDITION (2017) ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY ZONE EFFECTIVE AREA (SQ. FT:) 3. BUILDING DESIGN IS ENCLOSED CHANGES TO THE LAYOUT AND OR DESIGN of SAID DRAWINGS, AND 0 < 10 11 < 20 21. < 50 51 < 100'. 101 < 500. 4. MEAN ROOF HEIGHT IS 15' SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID 1 20.6 32.6 +18.8 -31.8 +16.4 -30.5 +14.5 -29.6 5. ROOF PITCH 9/12 DEGREES CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP _ 6. INTERNAL PRESSURE COEFFICIENT + - 0.18DRAWINGS: ® © ® ® ( © 2 20.6 56.9 +18.8 52.3 +16.4 46.E +14.5 41.8 /p i 6. PROTECTION FROM TERMITES SHALL BE'PROVIDEDBY REGISTERED 3 20.6 82.5 +18.8 -78.5 +16,4 -71.2 +14.5 -65.9 ® ®8. WI7. DTH OF END ZONE A = 3' TERMITICIDES. 2 -66.5 -66.5-66.5.. -66.5 ©. ND SPEED IS 170 MPH 3 SECOND GUST 7• THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL 9. WIND EXPOSURE CLASSIFICATION: C CONCRETEOR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 3 -111.8 -100.9 -86.5 -75.610. COMPONENT &CLADDING WIND PRESSURES: 8. HEATING IS REQUIRED FOR THIS STRUCTURE. 4 +35.7 -38.7 +34.0 -37.0 +31.9-34.9 +30.4 -33.4 +26.6 -29.6 -9. BEDROOMS SHALL HAVE. AN EGRESS OPENING OF 5 SQUARE FEET. p _ - - _ -(SEE CHART ON LEFT ON THIS PAGE) WINDOWS SHALL HAVEA 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH 5 +35.7 47.8 +34.0 44.5 +31.9 40.3 +30.4 37.1 +26.6 29.6 11. LOADS.`�' OR GREATER.MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. END ZONE 5 IS WITHIN A DISTANCE OF : FLOOR 40 PSF „- : 3.76' FROM .BUILDING/ROOF. CORNERS = (a) 10. ALL EXIST DOORS SHALL HAVE A LIGHT W/ AFLAT 36 X 36 LANDING. ® - -® ®® ®'- 101 ROOF/DEAD 17 PSF 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH ROOF/LIVE 20 PSF BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS wa�L 61 PSF WALL WIND DESIGN ZONES SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED I FOR NEW CONSTRUCTION.. SCALE: NTS . 12.. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD 64,- 0,,TIMBER NOTES CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A _ SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 13'-0" 17'-0 12'-4 21 -8 13. INSULATION MATERIALS SHALL HAVE AFLAME SPREAD NOT TO EXCEED 25 +37.9 .9 - » - 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 2-4" 8 -0 REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC - -41.1 41-1 20�. ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A 2060 LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & - .CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER THAN 0.12 WATT PER SQUARE CENTIMETER. TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF 14. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF MASTER ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED THE INSULATION. SHOULD. BLOWN INSULATION BE USED IN THE ATTIC, A �� -I ON THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. - VAPOR RETARDER MUST BE USED. o +37.9 ,9 w `� BEDROOM 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION 15, ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY ___.. _______ _______ SITE MORE THAN 3DAYS PRIOR TOINSTALLATION, AND 'SHALL BE SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC +37.9 W Ir_- - - - - - - 1 STORED IN ACCORDANCE WITH TPI-95. COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM AA A A -41.1 -41.1 2'_8" it II 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL DECAY SHALL BE REQUIRED PER FBC R-319.1. - 306C -3060 CEILING j Ii PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. B B TRAY I I PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM 17. THE SITE ADDRESS OR NUMBERS SHALL BE .PLAINLY VISIBLE AND LEGIBLE _ `_ _ _ - _ _ _ __ _ _q:_6I CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS FROM THE STREET OR ROAD FRONTING THE PROPERTY. o 10-0.' II II o WHERE REQUIRED HURRICANE STRAP WILL BEND OVERTOP CHORD.'. 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29".CLEAR i PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. OPENING. » 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X4 #2 SYP. 19. ALL STRUCTURE FOOTERS SHALL. BE A MINIMUM OF 12" BELOW GRADE. »m 4 - - - 1.4. 12'-0" 2'-it" 8' 8 2' 11" 5 6" AL V 17'-0" L ALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND 20: FOUNDATION STEEL #5 BARS SHALL HAVE A MINIMUM OF 3" OF COVER. " 0 I ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. 21. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PORCH Ii MAX: ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL PER DETAILS AND CONNECTIONS SPECIFIED, -41.1 M DINING II I I OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE BETWEEN TWO TRUSSES FOR ACCESS. DESIGN CRITERIA. :. II II 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL 23.. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C STUD GRADE LUMBER SPACED AT 16" D.C.. EQUIPMENT, ETC.) 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, \ i 6TH EDITION FBC R301.5.TRUSSES SUPPORTING MECHANICAL C1178; C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE Cl_ , +37.9 N EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA -41.1 2'-4- LOCATED ANYWHERE ON THE TOP CHORD. RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF 12080 1 2880 - 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS GYPSUM BOARD SHALL CONFORM TO ASTM C557. co SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI SPECIFY ALL TRU SS TO TRUSS CONNECTIONS. .A108.1 Al .4 Al Al �. 08 OS 5 08:6 A108.11 A118.1 A118.3 A136:1 AND 1. . 8 ALL ROOF TRUSSES AN D ND RAFTERS SHALL BE AN nCHORED WITH A _____l A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT LA �I COR GLASS _ o - �l .TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR FAMI LY � � _ .. MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM 12 1 R 117 a I �� � ,,. S C 88, C 35 O C 8 '-4° -" 6'-0° 4'-8" ,3`-10°oi BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. : AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 0 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX '12/16 SPAN RATING 4080 80 `� ) RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB m r - - - - - - - - - - - - - � STRUCTURAL PLYWOOD, INSTALLED WITH FACE GGAIN PERPENDICULAR TO AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ' �i ROOF FRAMING WITH 8d RING SHANK NAILS 4" D.C. AT PANEL EDGES AND. 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE �' [If = MASTER 6" 0•C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE I I . I j "71 \..:.. SPACE NAILS AT 4" D.C. AT BLOCKING. 3'-0" 12'-0" 4'- 5 0 4-6 a BATH 3. WALL SHEATHING TO BE 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, & ' II II 288y,/ NAILED WITH 10d NAILS 4" D.C. AT PANEL EDGES AND. 6" D.C. IN THE ROOFING NOTES BEDRO�j ,µ / o FIELD. -- OM # q I /� _I 4. THE MINIMUM LUMBER GRADES SHALL BE AS SU1CH:.' ,,,.k. I � . ,. ,. �l _ o 1. ROOFING MATERIAL SHALL REATTACHED PER MANUFACTURERS CEILING. II Ij ( LAUNDRY � N o :.�F37.9 '� INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE S.P.F. SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE o I N in g'_p" 10'- " is o _ OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 .TRAY " I I - 411 PLANS. .. � �1'-6" N i II i oo � MIN. 10'-01II II WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE 02 OR BETTER ' II. ,.I I 5. ALL TIMBER IN CONTACT WITH MASONRY OR ONCRETE SHALL BE 11 I I KITCHEN EP PRESSURE TREATED OR HAVE AN APPROVED S PARATING MATERIAL. 3080L. WH 3080 I : I 6.. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. 0" 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE i II / GALVANIZED. ALL NAILS SHALL BE COMMON IRE NAILS. SPACE NAILS AT 12 STRAPS AS TO NOT SPLIT THE WOOD. 6 r � 2880 S. ALL SIMPSON CONNECTORS TO BE INSTALLED AS PER MANUFACTURER ---------------- --- n ;o- SPECIFICATIONS. r. ` 10" e- ti0 WINDO'NS & DOORS NOTES N o C 21 I I ri `_I -_. aaa J ALUMINUM FASCIA ON 2X4 _._ '; - SUB -FASCIA OR 1X2 ON 2680 a 4'- " - - 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BEDESIGNED 1X8HARDI-FASCIA ON 2880 ��//.. AND. INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN SINGLE 2X6SUB-FASCIA BEDROOM tFZ THESE PLANS. 13-1/2' 0 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE O" _ o „(, PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL, 16' ® o ®F �' I E �+ o +37.9 co �+ -: HARDIBOARD SOLID SOFFITS 0 w GARAGE _I o PROTECTION SHALL BE DESIGNED FOR THE SA E WIND DESIGN N -41.1 `° PRESSURES AS THE WINDOWS OR DOORS THE ARE COVERING. SPECIFCATIONSINSTALLED PER MANUFACTURERS • BATT 3. ALL WINDOWS & DOORS ARE TO BE INSTALLE ON 2X PRESSURE TREATED. H - '-8 4" 13'-0" 21'-0" BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS - o 11 OTHERWISE NOTED.. SOFFIT DETAIL FORZONE. '4 &,5 I +37.9L +37.9 � _ , '� _ SCALE: 3 4. _ 1.. o / 00 -41.1 -41.1 - s'-t" 2' 0" GENERAL NOTES -o 4" 1 80�080., 10 0 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF 2'x4" PRE-ENGINEERED 4 E RESS THE CONTRACTOR OBSERVES THAT THE DRAW NGS AND SPECIFICATIONS WOOD TRUSSES ON 24' o. 37.9 0 CC ARE ATVARIANCETHEREWITH, HESHALL PROMPTLY NOTIFYTHEENGINEER CENTERS �41.1 IN WRITING, AND ANY NECESSARY CHANGES HALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. o 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY ; _ 00 2030 3060 3060 = 3060 3060 o � I WITH THE SIXTH EDITION OF THE (2017) FLORIDABUILDING CODE, ,.,. N r _ ACI318 NCMA NATIONAL FOREST PRODUCT ASSOC., NDS TPI-95 AND EGRESS �. +37.9 A A +37.9 +37.9 ry +37.9 0 o _, ,-0".�. N « � �zxxxWxx &ANY OTHER NATIONALLY RECOGNIZED ORGAN ZATIONS THAT GOVERN " 2 -4 +37.9 -41.1 ' I C l✓ -41.1 -41.1 VXT' FURRING @ SPACING AREA INFORMATION 41.1 4 THIS BODY OF WORK. 41t1 3060 3060 ;r ATTACHED TO TRUSSES ' D.C.S " �. : ! 3. THE CONTRACTOR HALL GIVE AL NOTICES A 9 _8 _ _ ------- LIVING _ _ v _ __ _: S G L C E D COMPLY WITH ALL LAWS, . NAILS ADD BLOCKING 2' OC. AS LIVING AREA U A 2,070 s .ff. F » +3rs +37s w / q - � i 4 -0 - q'_ ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF NEEDED : FRONT PORCH -' 56 s .ft. 1.1 -41.1 „ ) „ q " , 1 "- THE WORK AS DRAWN AND SPECIFIED AND ALL 8E PERMITTED AT THE 1 x3 @ 15 O.C. FOR ZONE 4 21 8 LOCAL OFFICE COUNTY OR CITY. THE RESULT F NOT OBTAININ " " REAR PORCH 137 sq ft. 21=a a 34 OBTAINING 1 X3 @ 1z O.C. FOR ZONE s f BUIL HARDIBOARD SOLID SOFFITS GARAGE 42O Sq. t A A BB B B DING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL " - INSTALLED PER MANUFACTURERS TOTAL :2 683 5 .ft. 64'-0' - RESPONSIBILITY FOR THIS PROJECT FROM THEENGINEER OF RECORD. SPECIFCATIONS. q CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT... CONDITIONED VOLUME 17,155.1 sq.ft D I I� /) (\ I I O I� I I� I� I 4. IF THE CONTRACTOR PERFORMS ANY WORK K OWING IT TO BE CONTRARY PORCH CEILING DETAIL DIMENSION I �f PLAN �f TO SUCH LAWS, ORDINANCES, RULES AND RU ULATIONS, AND WITHOUT SCALE: 3/4" = 1' REVIEWED FOR q q SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING �S A SCALE. - q I `t= 11-011 THEREFROM. CODE COMPLIANCE S T ,LU CIE COUN: RC)rl -it NOT VALID WITH T THE SIGNATURE AND THE DRAWN LID N0. DATE DESCRIPTION (1 'Title to all docum nts which bear the rl 1 P'1 INC. 0 C �{ copyright of Todd N. Smith, P.E. Is vested ORIGINAL. IN�(.� "�r �,,,A FLORIDA LICENSED DESIGNED LID TODD N. SMITH, 11111JJ, JUREK ESSENCE y,....... sol@L in Todd N. SiS ith, P.E. these ♦ y. I> documents are pro ided to the owner ENGINEER �♦ O; �� 1717 INDIAN RIVER BLVD. STE 302 Any o h Buse or with this protect. $ CHECKED TNs Any other use or euth of these documents or any eproduction, display, sale or other dis sition of these > • DATE ti ' _ APR. 2020 NOTES it VE R 0 BEACH, FL. 32960 DIMENSION PLAN &documents b an o e is ex ressl -.. prohibited without onsent of Todd N. - - PI I . 7. J J J a 1 Smith, PE. pursuan to the Federal * 1, • �. ` SCALE 1 /LL"-1 O" ' TREE T0P TRAIL FORT PIERCE FL. 34951 Copyright , n ( ) � @ 2019, TODD N. SMI H, P.E. TPSE OF '•� 020 SHEET ��,��, 2 fiODL;l% d�[1` #42082 aoe d 20042 E rrr 111t r II I RIGHT ELEVATION 1/4$1 _ 1,-011 LEFT ELEVATION SCALE: 1 /4" 1'-0' FRONT ELEVATION SCALE: 1/4" - 1,-0" REA SCALE: ELEVATION 1/4 V-0„ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLOUD SNOW LOAD WIND DESIGN SEISMIC DESIGN CATGOR' SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP 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 170 NA / (FLAT) NA YES NA NEGLIGIBLE NA &Vy N/A N/A N/A ASPHALT SHINGLES ..CARDBOARD OR LANDSCAPE COTH (NO PLASTICS) CAN BE ' USED AS SUBSTRATE MATERIAL, ' OR APROVED EQUAL R-20 ICYNENE `SPRAY FOAM OR - APPROVED EQUAL Q ' R-20 IGYNENE SPRAY FOAM ' OR APPROVED EQUAL R-30 FIBERGLASS. INSULATION ONE CAR CEILING GARAGE - BOARD BOTTOM CORD OF ROOF TRUSS LIVINGROOM GARAGE FACE FACE OF WALL OF WALL ICYNENE BARRIER DETAIL AT GARAGE WALL NOTE: SCALE: N.T.S. 1. BARRIER DETAIL FOR THE FRONT PORCH IS SIMILIAR AS ABOVE BUT INSTEAD OF 2"x4" WOOD WALL IT IS A 8" CMU WALL. i N0. DATE DESCRIPTION FRONT PORCH GARAGE ATTIC VENTILATION PER FBC R806.2(2) THE NET FREE VENTILATING AREA .SHALL NOT BE LESS THAN 11150 OF THE AREA OF SPACE VENTILATED. A REDUCTION TO 1 300 OF THE AREA OF SPACE IS PERMITTED WHEN 40910 TO 50o/a OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE, WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ.. / FT. = 61 X 144 / 150 = 59 SQ.. IN. OF VENTILATION REQUIRED. FT. = 61 X 144 300 = 29 S . IN. OF TOTALS Q / / Q VENTILATIONQ 0 REQUIRED IF 40 /o VENTED THRU UPP ER ROOF. 29 X .40 = 12 SQ Q . IN. REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER (29 - 12 . SUPPLIED BY SOFFIT 17 SQ IN. ) VENTS. CONTRACTOR CONTRACTOR TO PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. ATTIC VENTILATION PER FBC R806,2(2) THE NET FREE VENTILATING AREA SHALL. NOT BE LESS THAN 1/150 OF THE AREA OF SPACE VENTILATED. A REDUCTION TO 11300 OF THE AREA OF SPACE IS PERMITTED WHEN 4001o70 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE,: WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ. / FT. = 434 X 144 / 150 = 417 SQ, IN. OF VENTILATION REQUIRED. TOTALS , ' FT. = 434 X 144 / 300 = 208 S IN. Q / Q 0 OF VENTILATION REQUIRED IF 40✓o VENTED THRU UP PER ROOF. 208 X .40 = 83 SQ Q . IN, REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER (208 83 = 125 SQ. IN.) SUPPLIED BY SOFFIT VENTS; ' CONTRACTOR CONTRACTOR TO PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. 8F16-1B-2T TYP. 25" MIN. BAR LAP TYPICAL COLUMNS SHALL BE 8"XL 16" PILASTER FILLED W/ 3000 PSI CONCRETE & (4) #5 BARS ATTIC VENTILATION '_PER .FBC R806.2(2) THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE ARE OF SPACE VENTILATED. A REDUCTION T 11300 OF THE AREA OF SPACE IS PERMITTED WHEN 40% TO 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE,: WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ.. / FT = 187 X 144 / 150 = 180 SQ. IN. OF VENTILATION REQUIRED. TOTALS FT. 187 X 144 300 = 90 S . IN. Q / / Q a OF VENTILATION REQUIRED IF 40 /o VENTED THRU UPPER ROOF. 90 X 40 —.36 SQ. IN. REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER CQ IN. 90 - 36. = 54 SQ. SUPPLIED BY SOFFIT J VENTS.. CONTRACTOR — CONTRACTOR TO PROVIDE ATTIC VENTILATION BSED ON THE CALCULATIONS ; I OWN ABOVE. TODD N. SMITH PE, INC 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, ' FL. 32960 Ph. (772) 559-3699 TREE .,REAR PORCH PILASTER SHALL HAVE #5 HOOK BAR INTO PRECAST LINTEL TYPICAL COLUMNS SHALL HAVE (2) #5 HOOK BARS INTO PRECAST LINTEL BOTHWAYS 10'-0" CANT. TRUSS B ®'GAR. _ r 8'-0" DR. & WIN. HEM AC HGT. ------------- ------ -- fl�_ 6F16-1B-2T TYP. 25" MIN. BARLAP EXTERIOR MASONRY BLOCK WALL W/ (1) #5 BAR VERTICAL IN EACH FILLED CELL 8F16-18-2T TYP.— TYPICAL COLUMNS SHALL HAVE (1) #5 DOWELS (4) #5 DOWELS 25"..MIN. 25" MIN. BAR LAP BAR LAP SLAB REINFORCEMENT (3) #5 REBARS PER SPECS. VEF CONTINUOUS FINISHED FL OOR, L ,. ON I t io r 2 e � 1 •F ! r .t I i ,z io \ I VERIFY FOOTING SIZE ON FOUNDATION' PLAN i VAPOR BARRIER CLEAN COMPACTED COMPACTED FILL PER SPECS TERM TREATED LL PER SPECS. POP H DETAII- A.- A B B PORCH DETAIL SCALE: N.T.S. SCALE: N.T.S. NOT VALID 'Titleto aLL documents which bear the ORIGINAL I U �j Tj �j C T �j �j copyright of Todd Smith, Smith, P.E. s vested L K L S JIL J9LI J Y�� 1. solely in Todd N, ovide P.E. these ENGINEER' documents are provided to the owner solely h connection with this protect. �1ft Any other use or reuse of these �--! documents or an reproduction,ndis la ELEVATIONS yPy, sale or other disposition of these P / documents by anyone s expressly {f4/ FORTT¢�� i�l , T�'I�I �A( (l�� IL�� 1 prohibited pursuant .consent of Todd N. � TOP TRAIL, 1 O @, T P I E R C 9 .L L 34951 9 1 I Copyright ,T Law.'N. SMITH, to the Federal tJ 1 ©TDDD N. SMITH, P.E. i fiODC 25" MIN. BAR LAP PILASTER SHALL HAVE #5 HOOK BAR INTO PRECAST LINTEL I EXTERIOR MASONRY BLOCK WALL W/ (1) #5 BAR VERTICAL IN FILLED CELL (1) #5 DOWELS 7. SLAB REINFORCEMENT PER SPECS. 25" MIN. BAR LAP CONCRETE SLAB Y FOOTING SIZE PER SPECS. IUNDATION PLAN FINISHED FLOOR ✓ «r ! ! t t z i I t ti J r :u " VAPOR BARRIER PER SPECS. COMPACTED FILL VERIFY FOOTING SIZE PER SPECS. ON FOUNDATION PLAN PORCH DETAIL C-C :IEcWEFOR CODE COMPLIANCE ST. LUCIE COUNTY vvtlt 1F5""FOZ4E SIGNATURE AND THE m LD !R'p� :�►"A,. FLORIDA LICENSED DESIGNED �0,: GrcNSF LD :• �'` CHECKED TN S DATE APR. 2020 F� 1 /4 =1 —0 o'••. s P ..MAY 0 4 2020 SCALE SHEET 3 10/1 ` � �. #42082 aoB # 20042 Metal Per MR Spec's over Peel & Stick over 5/8" CDX See Structural 2x4w/1x6Hardie Fascia & drip r.y. Stucco Over Riblath Stucco Re -bar in concrete filled cells See structural drawings 12 6 2 Bray Foam �R-20 Engineered 7Zea Trussesn Anchors PerStructural elPer 1/2" Drywall R 0 1/2" Drywall over 3/4" pt furring \Fl-foll Insulation-R-4.1 T--See Foundation Plan Typical Wall Section Floor Plan 1/4" = 1' - 0" Revised Date Project Jurek Sheet 1 AMP. 1OK AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN I I EXTERIOR UNIT IS REQ'0. ELSE: ELECTR I C A L L_ E`G E I V ' 200 AMP. MAIN BREAKER RECESSED INCANDESCENT PANEL 120/240 10 3W NEMAI LIGHT FIXTURE POWER CO. METER 20OAMP. MILO FLUSH MOUNT h_ CEILING MOUNTED Y INCANDESCENT LIGHT FIXTURE PANEL CEILING MOUNTED EXHAUST FAN _ ¢� AND LIGHT COMBO RUN 1 #4 CU TO / WALL MOUNTED OUN 5/8" GRD INCANDESCENT LIGHT FIXTURE RON AND COLD 2-4/0 1-2/0 MCM THW AL. IXT WATER PIPE SERVICE CABLE MASTER a CEILING FAN WITH LIGHT NOTE: ALL ELECTRICAL MATERIALS AND BEDROOM INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE qP 220 V. RECEPTACLE LOCAL ORDINANCES, FLORIDA POWER & UGHT. it II} _110 V. RECEPTACLE ELECTRICAL RISER DIAGRAM GFci GROUND FAULT INTERRUPTER Ii L ELECTRIC NOTES: o � S LIGHT SWITCH li r 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. Ep 200 amp ELECTRICAL PANEL 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. SMOKE DETECTOR, \ 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. '_eD CARBON MONOXIDE PORCH DINING I / \ 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 WP WEATHER PROOF CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS DISCONNECT 6: EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL \ I BE GFI (D FAULT CIRCUIT INTRRTER WITH WEATHER PROOF COVERS (WP). (GROUND INTERRUPTER) CHANDALIER 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" 1 / OFF FINISH FL OUTLET SHALL BE 48" OFF. ` FLOOR (OFF). REFRIGERATE T T oFo \ \ _ _ / GFC I - 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 PENDANT LIGHTING BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. / Fet \W_ 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. FAMILY \ A 16° 00 MASTE II I, BATH< I) II \ r p �_ \ FBED�T�i II IL LAUNDR xi� 0 ® PLUMBING SCHEDULE $ \' a/ DRAIN SIZE H.W. SUPPLY REMARKS �`_� ILA MARK NAME ZE C.W. SUPPLY H 1'11TCHEN !�C WATER CLOSET 3,, 1/2„ El LOAD SUMMARY �I II WH SINK 1 1/2" 1/2„ 1/2, li GFCI \ J f� - LAV LAVATORY 1 1/4° 1/2 1/2, GENERAL LOAD WATTS TOTAL WATTS L — — — — — — _ _ JI \ WH W/ \ SHWR &TUB SHOWER TUB 2„ 1/2„ 1/2" - / - `----------- ------"------_--' � �` Circulating - GENERAL LIGHTING 2,070 TOTAL S.F. LL Loop \ VIB VENT THROUGH ROOF - - - SIZE VARIES, SEE PLAN AND RECEPTACLES 3 PER SQ. FT. 6,210 ' I \ 1 �" ®� / \ EWH ELEC. WATER HEATER 3/4'3/4„ APPLIANCE CKT. (2) 1,500 PER APPL. 3,000 Ceilings aaa \ ' DISP DISPOSAL 1 1/2" - GFC GFC \ I HB I - 3/4" REFRIGERATOR 1,500 PER UNIT 1,500 RANGE 8,000 PER UNIT 8,000 EDRGGM # II DISHWASHER/ DISPOSAL 1,500 PER UNIT 3,000 I VTR DRYER 5000 PER UNIT 5,000 OFFICE GARAGE 2110 \ x MICROWAVE 2,000 PER UNIT 2,000 i ATH WATER HEATER ` 4,500 PER UNIT 4,500 .' no1 / VTR i I SPRINKLER PUMP 2,000 PER UNIT 2,000 \ I 2„� W BOX i LAV I SUB -TOTAL 38,210 \ JI 2„0 i i LAV VTR it i 2„ 1st 10,000 WATTS 0 100 % 10,000 REMAINDER WATTS 24,353 0 40 % 11,284 3 1-1/2"0 WC I AIR CONDITIONER 0 10,000 WATTS PER UNIT 10,000 / LAV Jill_ cFo i TOTAL WATTS 31,284 3 1-1/2"0 I TOTAL WATTS - 240 V. _ 130 AMPS 0 3110 2"0 MAIN BREAKER SIZE = 200 3"0 STUDOR NUMBER OF BREAKERS = 40 WC 3"0 VENT J{il TUB SHWR SHWR 3„0 i SINK 2"0 DISP ELECTRICAL_ PLAN 3"0: SCALE: 1 /L" = 1'-0" 3" 0 SANITARY WASTE LINE TO CONNECT TO EXISTING SANITARY WASTE MAIN, „i FIELD VERIFY EXACT LOCATION SAN ITARY Y WASTE ISOMETRIC SCALE: N.T.S. REVIEWED FOR COODE COMPLI�x - ,i.tUC1E CO UN k RCCC NO. DATE DESCRIPTION T T R ��1 I, TKT RESIDENCE 1, T T� �)�-I 1, IA�IT t�1 'p���I�', .DRAWN DSP. C.Y iJ 1 N E A 1 1 b E S I E 1 Y �./ JIJ - DESIGNED ..CHECKED. TNS',,. ELECTRICAL PLAN MAY 0 4 2020 DATE APR, 1- 11 TREE TOP TRAIL, SCALE 1 �4 = 1 -0 Y ORT PIERCE, FL. 34951 SHEET 4 ,Ioe A 20042; 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 A SPECIFIC BEARING LOCATION. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS. IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSSTO MASONRY : BONDBEAM TRUSS TO WOOD FRAMING A01 18 24 15 1444/613/517 META16 NIA A02 19 85 16 14 1/576/466 5 HETA16, META16 NIA A03G 35 22 18 668/3174/469 META16, VGT NIA A04G 13 24 1 4854/4813 VGT N/A B01G 10 18 1 1346/1313 META16 HUS26 B02 10 16 55976e1 META16 HUS26 B03 9 14 560/680 META16 HUS26 B04 12 17 561/678 META16 HUS26 B05 16 10 678/561 META16 HUS26 B06 10 18 561/678 META16 HUS26 807 9 15 561/678 META16 HUS26 BOBG 11 18 567/787 META16 HUS26 B09 14 B 521/534 META16 HUS26 B10 15 9 624/511 META16 - HUS26 B11 16 10 644/527 META16 HUS26 e12 8 14 52G/642 META16 N/A B13 13 23 517/648 META16 N/A 814 15 8 650/521 META16 NIA 815 16 9 ` 646/645 META16 N/A 816 16 10 645/645 META16 MIA 817 16 10 645/645 META16 NIA B18G 20 12 1259/1274 META16 NIA C01 19 9 457/452 META16 NIA CO2 19 9 457/452 META16 NIA CO3 10 6 459/456 META16 NIA C04 12 7 452/463 META16 N/A 001 20 10 482/349 META16 HUS26 002 17 8 478/346 META16 HUS26 003G 11 19 933/897 META16 - NIA E01 7 8 297/297 HETA12 N/A E02 11 12 383/383 HETA12 N/A E03G 9 7 550/475 HETA12 NIA M0113 6 4 402/490 META16 HUS26 MV2 1 2 13/34 META16 VTCR MV4 1 3 50/58 META16 VTCR MV6 1 3 82/95 NIA * VTCR Mve 1 4 5 9/70/215 NIA * VTCR MV10 1 4 5 29/70/278 NIA - * VTCR MV12 7 8 183/198 NIA ` * VTCR MV14 7 B 151/275 NIA * VTCR V4 1 3 46/46" NIA it VTCR V8 1 3 4 74/74/79 NIA • VTCR zCJl 2 3 46/22 NIA LS30 TOP a BOTT. ZCJ3 3 4 5 25/52/202 META16 LSS30TOP &BOTT. ZCJ3A 3 4 5 97/96/169 META16 ` LS30 TOP & BOTT. ZCJ5 3 4 5 76/4/157 META16 LS30 TOP & BOTT. zCJ5B 4 9 74/157 META16 LS30 TOP & BOTT. ZEJ5 3 4 5 84/62/222 META16 LS30 TOP &BOTT. zEJ7 3 4 5 131/4/169 META16 LS30 TOP & BOTT. ZEJ7A 4 9 140/168 META16 L630 TOP & BOTT. ZHJ4 3 4 5 41/54/287 META16 LS30TOP &LTHJA26 ZHJ5 3 4 5 117/95/417 META16 L930 Toe& LTHJA26 ZHJ7 3 4 5 187/32/420 META16 L830 TOP &LTHJA26 ZHJIO 6 7 13 1 76/191/409 1 META16 L630TOP &LTH.IA2& F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16"-1B/1T QUANITY OF #5 REBAR AT 1 TOP OF LINTEL L NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. `.(1) REQUIRED, D�_1 1/2" COVER _-CMU LINTELS SHALL HAVE A z MINIMUM 4" BEARING a ON EACH END 2 GROUT ° OF LINTEL CAVITY 8" IN LINTEL (VARIES) NOMINAL LINTEL INFORMATION NOTE: ALL LINTEL T0 8F 6 16 iT UNLESS NOTED OTH ERWISE 1 / 1. GARAGE HEADER TO BE 8F-16-:SB/1T 6" 1'-p" 1'_p^ g^ MAX. MAX. STUCCO INSTALLATION INFORMATION �.v. (18 FTLONG AND 4 FT HIGH = 18/4=4.5 RATIO LONG SIDE: SHORT SIDE RATIO, WHICH - MEANS IT EXCEEDS THE 2 1h;1 RATIO, 18 FT LENGTH IS TOO LONG FOR THE FBC BUILDING 2510 AND 2512 - 4 FT HEIGHT BETWEEN CONTROL JOINTS) FBC RESIDENTIAL 703.6 AND 704 CONTROL JOINTS IN CEILINGS - FRAMING CHANGES DIRECTION - ASTM C106 -19AE1 (2019), 7.11.5 FOUNDATION WEEP SCREED ASTM C1063 ( BOTTOM OF ALL STEEL OR WOOD FRAMED EXTERIOR WALLS ASE LATH CMU SOLID BASE -LATH AND ACCESSORY INSPECTION REQUIRED BOTTOM EDGE MIN. 1 INCH BELOW JOINT, NOSE OF SCREED MIN. 4 INCH (FBCR 6 INCH .CEILINGS, SOFFITS, ENTRIES, GABLES, PENETRATIONS,. OPENINGS, DISSIMILAR MATERIALS, ETC MORE STRINGENT) ABOVE GRADE OR C926 A2.1.4 DISSIMILAR MATERIAL - V-JOINT IN LIEU OF CASING BEAD 2 INCH ABOVE PAVED SURFACES STUCCO ABUTS - WOOD OR METAL DOOR AND WINDOW FRAMES 1 INCH BELOW JOINT APPLIES TO MID WALL WEEP SCREED AS WELL THREE COAT - THROUGH SECOND AND FIRST COAT - 1/2 INCH V-JOINT WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL FLANGE TWO COAT- THROUGH FINISH COAT - 1/8 INCH V-JOINT FBCR 704 REQUIRES MIN.6 INCH BETWEEN EXTERIOR WALL COVERING AND GRADE Q V-JOINT MUST BE UNIFORM DEPTH AND WIDTH STEEL, WOOD OR CMU ' EXCEPTION #1 PAINT OR DECORATIVE CLEMENTIUS FINISH DCF (JUST FOR COSMETICS) PLYWOOD - LESS THAN 5/8 INCH THICK C1063 TABLE 3 NOTE A - PLYWOOD REQUIRES 1/8 INCH GAP BETWEEN ADJOINING SHEETS FOR CMU - SOLID BASE - CAN BE TERMINATED WITH A J CHANNEL OR CUT IT IS JUST EXPANSION (ENDS AND SIDES) TERMINATION POINT - NOTE: OPTIONAL ACCEPTABLE METHOD FOR STUCCO BELOW GRADE FASTENERS - ASTM C1063 NAIL SIZE AND TYPE- (NO DOUBLE NAILING IN LIEU OF COMPLIANCE) 1. LESS THAN 5/8 INCH. STUCCO. CAN EXTEND BELOW GRADE IF THE SOLID SMOOTH - 6.7.1 NAILS - METAL LATH TO WOOD 0.01205 INCH - 11 GAUGE W/.7/16 INCH HEAD, BARBED, OR NON -ABSORBENT SURFACE (CAST -IN -PLACE OR PRECAST GALVANIZED ROOFING NAILS OR GALVANIZED COMMON NAILS CONCRETE)I.E. FOOTING, IS PREPARED AS INDICATED IN ASTM C926 SECTION 6.7.1.1 NAILS - LATH TO SOLID SUBSTRATES 3/4 INCH LONG 5.2.2. THIS AREA OF THE FOOTING MUST BE PREPARED IN ORDER TO 6.7.2 SCREWS - LATH 7/16 INCH PAN WAFER HEAD 0.120 INCH DIA. SHANK PROVIDE THE PROPER REQUIRED SUCTION. SOLID CMU SURFACES BELOW GRADE " (SUCH AS STEM WALL) MUST BE THOROUGHLY CLEANED/PREPARED PRIOR 7.10.2 LATH TO WOOD FRAMING - TO STUCCO APPLICATION. 7.10.2.1 LATH TO WOOD 7 INCH O.C. MAXIMUM (TOO TIGHT OF SPACING WILL EFFECT STUCCO ACCESSORY END JOINTS AND INTERSECTIONS MUST BE EMBEDDED IN SEALANT ENCAPSULATION) (CAULKING) ' 7.10.2.2 DIAMOND -MESH EXPANDED LATH, FLAT -RIB EXPANDED LATH, WIRE LATH, - LATH MUST NOT BURN THE ACCESSORIES - CUT SHORT FOR EMBEDMENT/LATH COVERAGE HORIZONTAL FRAMING MEMBERS 1 1/2 INCH ROOFING NAILS VERTICAL FRAMING MEMBERS 6d '.'DO NOT CAULK CONTROL JOINTS - COMMON NAILS, 1INCH ROOFING NAILS - PENETRATION 3/4 INCH, 1 INCH ROOFING NAILS -. VERTICAL CONTROL JOINT MUST BE CONTINUOUS THROUGH HORIZONTAL CONTROL JOINT 3/4 INCH CROWN - ENGAGE MIN. 3 STRANDS - PENETRATE MEMBER 3/4 INCH BACKER ROD. REQUIRED NOT JUST CAULKING 7.10.2.3 EXPANDED 3/8 INCH RIB. LATH HORIZONTAL AND VERTICAL FRAMING MEMBERS NAILS OR STAPLES ASTM C926 HORIZONTAL - 1 3/4 INCH PENETRATION = 2 INCH LONG NAILS OR STAPLES 4.6. WATER - MUST BE POTABLE, SUITABLE FOR DOMESTIC CONSUMPTION VERTICAL - 3/4 INCH PENETRATION = 1 INCH NAILS OR STAPLES 5.2 SOLID BASES. REMOVE FORM TIES OR OTHER OBSTRUCTIONS- TRIMMED BACK 7.10.2.4 COMMON NAILS - BENT OVER ENGAGE MIN. 3 STRANDS OR BENT OVER RIB 5.2.1 SOLID SURFACES SHALL HAVE SUCTION (ABILITY TO ABSORB WATER) 7.10.2.5 SCREWS: HORIZONTAL AND VERTICAL- 5/8 INCH PENETRATION - ENGAGE MIN. 3 5.2.2 SMOOTH OR NON -ABSORBENT SURFACES (SUCH AS CAST -IN -PLACE OR PRECAST STRANDS (EQUALS 1 INCH LONG SCREWS) 3/8 INCH RIB LATH.- SCREW PASS THROUGH RIB BUT CONCRETE) SHALL BE PREPARED TO RECEIVE STUCCO BY ONE OF THE FOLLOWING NOT DEFORM RIB METHODS: 7.10.3 LATH TO METAL FRAMING 5.2.2.1 SANDBLASTING, WIRE BRUSHING, ACID 7.10.3.1 18 GAUGE WIRE TIES, CLIPS OR OTHER CARRYING STRENGTH, CORROSION RESISTANT 5.2.2.2 DASH COAT 7.10.3.3 SCREWS: 3/8 INCH THROUGH FRAMING MEMBER - ENGAGE MIN. 3 STRANDS 3/8 INCH 5.2.2.3BONDING COMPOUND/AGENT RIB LATH -: THROUGH RIB DO NOT DEFORM RIB 5.2.3 LATH- -PER C1063. - SOLID BASE -CONCRETE MASONRY 7.1.4 SEPARATION SHALL BE PROVIDED WHERE STUCCO ABUTS DISSIMILAR MATERIALS OR 7.10.5 LATH TO - o IN g BUCK ® MASONRY OPENINGS POWER OR POWDER ACTUATED, COMBO POWER ACTUATED AND HARDENED CONCRETE STUB OPENINGS, WINDOWS - NAILS 7.1.10 STUCCO COATS THAT BECOME DRY SHALL BE EVENLY DAMPENED WINDOW OPENING COMBO - ONE POWER OR POWDER ACTUATED AT EACH CORNER AND ONE AT MID -POINT OF STUCCO TO LATH 2" X 4" P. F. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH THE LONG DIMENSION, BALANCE CAN BE HARDENED CONCRETE STUB NAILS 7.2 THREE COAT -7/8 INCH TOTAL THICKNESS - 3/8 + 3/8 + 1/8 IN MASONRY WALL 3/16" DIA. X 3 3/4" TAPCONS. AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE ROWS 16 INCH MAXIMUM O.C. - 7 INCH MAXIMUM O.C. SPACING, CORROSION RESISTANT 3/4 7.2.1 FIRST (SCRATCH) COAT 3/8 INCH THICK MUST EMBED LATH, SCORE SURFACE PROPER OPENING INCH LONG MINIMUM 3/8 INCH HEADS TOOL FOR BOTH APPLYING STUCCO AND SCRATCHING. • o 1X BUCK MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 7.9 SPACING OF ATTACHMENT OF LATH 7.2.1.1 FIRST (SCRATCH) COAT BECOMES FIRM -SCORE SURFACE HORIZONTALLY 1/2" MIN INTO THE MASONRY WALL - 7.2.1.2 FIRST COAT. SUFFICIENTLY RIGID FINGER PRINT ATTACH AT 7 INCH MAXIMUM O.C. - DIAMOND MESH, FLAT RIB (TIGHT OF SPACING WILL ( ) BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO EFFECT STUCCO ENCAPSULATION) W/ 3/8INCH RIB LATH AT EACH RIB LAPS 7.2.2 SECOND (BROWN) COAT 3/8 INCH THICK 'w cc 7.2.2.1 SECOND (BROWN) COAT - BROUGHT TRUE ROD OR STRAIGHTEDGE PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. 6» 1'_0" 1' -0" 6" LAPPING LATH 7.2.3 THIRD (FINISH) COAT 1/8 INCH THICK MAX MAx. DOORS �- 7.8.1 SIDE LAPS SECURED TO FRAMING MEMBERS - TIED BETWEEN SUPPORTS W/ 0.0475 STUCCO TO SOLID BASES 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. WIRE AT 9 INCH O.C. 7.3.1 HIGH SUCTION BASES: EVENLY DAMPENED 6" PENETRA ING 1 1/2" MIN. INTO THE MASONRY WALL 7.8.2 METAL LATH SIDE LAPS - 1/2 INCH (NOT MAX OR MIN, TOO MUCH LAP EFFECTS STUCCO 7.3.2 THREE COAT -S/8INCH TOTAL THICKNESS - 1/4 + 1/4 + 1/8 IX BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 : ENCAPSULATION) OR NEST THE EDGE RIBS 7.3.2.1 FIRST (SCRATCH) COAT Y4 INCH: BECOMES FIRM SCORE HORIZONTALLY io is 1/2" MIN. INTO THE MASONRY WALL. METAL LATH -END LAPS 1 INCH 7.3.2.2 SECOND (BROWN) COAT 1/4 INCH: EVEN PLANE ROD OR STRAIGHTEDGE END LAPS BETWEEN FRAMING MEMBERS LACED OR WIRE TIED 0.0475 INCH GALVANIZED, 7.3.2.3 THIRD (FINISH) COAT 1/8 INCH " BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE ANNEALED STEEL WIRE 7.3.3 TWO COAT - 1/2 INCH TOTAL THICKNESS - 3/8 + 1/8 - _T a MASONR WALL W/ 3/16" DIA. TAPCONS WIRE LATH - LAPPED ONE MESH AT SIDES AND ENDS .- i PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL - 7.8.3 PAPERBACK LATH - VERTICAL AND HORIZONTAL LAPS BACKING TO BACKING AND METAL C926 A1.6.1 MORTAR JOINTS SHALL BE FLUSH NOT STRUCK. DISSIMILAR MATERIALS SUCH AS TO METAL TIES, REINFORCING STEEL AND SO FORTH CUT BACK 1/8 INCH BELOW SURFACE AND 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE - TREATED WITH CORROSION -RESISTANT COATING MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO 7.8.3.1 BACKING LAPPED MIN. 2 INCH. BACKING SHALL NOT BE PLACED BETWEEN PLASTER NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ BASE (LATH) AND FLANGES OF ACCESSORIES, .METAL LATH TO METAL FLANGE' A2.1.6 MAX. DEFLECTION VERTICAL AND HORIZONTAL FRAMING L/360 DOOR OPENING I-P FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM. CONTACT REQUIRED A2:2.3 VERTICAL AND HORIZONTAL SURFACES MEET- BOTH SURFACES SHALL TERMINATE WITH 2. WINDOW BUCKS ARE TO BE 2X4 OR2X6, #2 S.Y. PINE, PRESSURE TREATED TO 1/2' J-BOIT,OR: HILTI KBII 12-512 CASING BEADS VERTICAL SURFACE EXTEND MIN. 1/4 INCH BELOW HORIZONTAL FORM DRIP EDGE IN MASONRY 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA lA KWIKBOLTS, U.S. ANCHOR W1254, APPLICATION HORIZONTAL CASING BEAD TERMINATE MIN. 1/4 INCH FROM BACK OF VERTICAL SURFACE THE ,I gWALL CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO RAWL-STUD 7424 W/2" DIA. X 1/8" 7.10.1.1 SPACING FRAMING MEMBERS TYPICAL. EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL. _I BE FULLY BONDED TO EACH OTHER. WASHERS LATH - WALLS 24 INCH O.C. CEILINGS 12 INCH O.C. HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 '.FLAT RIB - WALLS 16 INCH O.C. CEILINGS 16 INCH O.C. COATING. 16d NAIL HAS A MAX. 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR O 3/8 INCH RIB LATH.- WALLS 24 INCH O.C. CEILINGS 24 INCH O.C. LATERAL RESISTANCE THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME o WALL SUPPORT OF 108 Ibs R " 'LESS 7INCH O.C. FRAMING. MEMBER, 3/8 INCH RIB LATH AT THE RIB TO B � CK INSTALLATION. 0) I E N 4: BUCK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE `. PERPENDICULAR T PP 7:10.1.2 LATH LONG DIMENSION PERPEND CU 0 SUPPORTS BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE INSIDE WALL 7.10.1.3 LATH ENDS SHALL BE STAGGERED OPEN NG DIMENSIONS. ' 7.10.1. T HALL NOT BE CONTINUOUS. THROUGH CON 4 LATH S CONTROL JOINTS BUT SHALL BE STOPPED io co AND TIED AT EACH SIDE WHERE Yj" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE 7.10.1.5 CEILINGS.- CASING BEADS REQUIRED AT COLUMNS, WALLS, BEAMS, OTHER MASONS WINDOW/DOOR RY OR MASONRY WITH Y4'O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1%` 2"X6". P.T. ON ROUGH 0 ELEMENTS, MIN 3/8 INCH CLEARANCE BETWEEN ELEMENTS F- EMBEDMENT AT SPACING SPECIFIED BY N.O.A. OPENING (4) 1/2' BOLTS 7.10.1.6 WALLS -. LOAD BEARING OR PARTITIONS - CASING BEADS REQUIRED - BUTTING INTO T REQUIRED REFER TO ALL CONNECTOR'S SPEIFIED ARE "SIMPSON'STRONG-TIE COMPANY" TRUSS CONNECTORS. ALL B U C (\ A TTA C H M DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL GARAGE DOOR STRUCTURAL WALLS, COLUMNS, FLOOR OR ROOF SLABS, SIDES OR ENDS OF WALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SCALE:IN.T.S. OR PARTITION, LATH SHALL TERMINATE AT INTERNAL ANGLES. 3/8 INCH CLEARANCE VTCR CONNECTIONS SHALL BE AT EVERY BEARING POINT *NOTE: DOORS & WINDOWS SHALL BE INSTALLED MANUFACTURER FOR BOLT REQUIRED SPACING PER MANUFACTURERS SPECIFICATIONS TO LATH INSTALLED SMOOTH GOING DOWN AND ROUGH COMING UP -STUCCO APPLIED WITH VERIFY CANT. OR STANDARD 12 0 0 WITHSTAND THE MINIMUM DESIGN PRESSURES FORCE AND PRESSURE GOING UP HURRICANE STRAP PER TABLE 5 REQUIRED (AS NOTED IN THESE PLANS). LATH OVER METAL STRAPS AND OVER PEEL AND STICK TRUSS - SEE ELEVATIONS ACCESSORIES 7.1f.1 METAL ACCESSORIES COMPLETELY EMBEDDED IN STUCCO 24 GA. EDGE-LOC 1.0 R-20 SPRAY 7.11.1.1 FLANGES SECURED MAX. 7INCH O.C. FOAM INSULATION of EAD TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. SHIM AS NEEDED 3/4" FASCIA OVER 2"x4" -- W/ AL. DRIP EDGE CONTNOUOS VENTED SOFFIT - CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. - VERTICAL REBAR IN CONC. FILLED CELLS PER SPECS. - �d (SEE FOUND. & FLOOR PLAN) FINISHED FLOOR , " 0 -0 A.F.F. 1'-4- FOR LEVEL CLG. 5/8 GYPSUM BOARD ON TRUSSES LINTEL BLOCK TIE BEAM W/ 1-#5 CONTI. EACH COURSE 1/2" GYPSUM BOARD FI-FOIL INSULATION R-4.1 1x2 F.T. FURRING PER SPECS. �- SLAB REINFORCEMENT PER SPECS. N CONCRETE SLAB PER SPECS. V' � VAPOR BARRIER PER SPECS. VERIFY FOOTING SIZE ` COMPACTED FILL PER SPECS. ON FOUNDATION PLAN SINGLE STORY TYPICAL WALE SECTION_ NEW SCALE: N.T.S. CEILING BOARD' 2-2Xi2 #2 SYP HEADER OVER DOOR 1/2" DRYWALL' 2X4 STUD WALL @ 16"� O.C. W/ SPH4 @ 4' O.C. TOP & BOTTOM i DOUBLE 2X4 TOP. PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS �-1/2" DRYWALL- CEILING MIN. BOARD 112' DRYWALL - ON EACH SIDE OF WALLS Rll INS LATION 2X4 STUD WALL 16' D.C. SINGLE 2X4 PT \ BOTTOM PLATE 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 OVERHEAD GARAGE DOOR BUCK SPACE - BAKER ROD AND CAULK 7.11.4.1 WALLS - DELINEATE AREAS MAX. 144 SQFT JACK TRUSS CONNECTION .NAIL END OF JACK TRUSSES W/ TOP HIP JACK TRUSS (HJT) CONNECTION ON MASONRY DETAIL CEILINGS - MAX. 100SQFr A CHORD 3- 16d COMMON BOTTOM 7. 11.4.2 DISTANCE BETWEEN CONTROL JOINTS MAX. 18 FT EITHER DIRECTION OR LENGTH TO. HIP AND GIRDER TRUSSES CHORD 3-16d COMMON SINGLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS NON BEARING FRAMED WALL W/ 8d CASE DENED 1/2' J-BOLT OR NAILS @ 18" ANCHOR BOLTS SINGLE 2X4 PT O.C. O.C. W/ BOTTOM PLATE W/ W Ed CASE HARDENED 3' WASHERS CONCRETE NAILS @ 18' O.C. SLAB ONCRETE t..,a .: SLAB 2X4 GARAGE WALL SECTION 2X4 NON -BEARING SCALE: 1/4" = l'-O" TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 NO. DATE DESCRIPTION Ph. (772) 559-3699 SCALE: 1/4" = V-0" 7.11.3 CASING B S ISOLATE NON- BEARING MEMBERS FROM LOAD BEARING MEMBERS ALL PENETRATING ELEMENTS SEPARATE DISSIMILAR MATERIALS 7.11.4 CONTROL JOINTS` •°' °.'.� SINGLE PREFABRICATED PRODUCT OR TWO PIECE EXPANSION JOINT PROPERLY INSTALLED " < BACK TO BACK CASING BEADS W/ FLEXIBLE BARRIER MEMBRANE BEHIND CASING BEADS, 1/8 INCH SEPARATION MASONRY BLOCK WALL 3/8" THICK SCRATCH COAT i1/8" THICK FINISH COAT w STUCCO ON MASONRY DETAIL 2 MOATS SCALE: N.T.S. WHERE HIP.MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH I I SLOPE). NAIL WITH 3-16d NAILS PER END I I I HIP CATS SHALL BE I I I I CONTINUODUS TO RIDGE W/ I. I I 1 (2) 16d NAILS PER END HIP TRUSS (HT) I I I I HIP GIRDER I I TRUSS (HGT) II i , i _L N \� In 7) PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT GLASS PRODUCT BUILDING OPENING ID MANUFACTURER MODEL # DESIGN DESIGN APPROVAL DESCRIPTION PRESSURE PRESSURE PSIF WINDOWS CUSTOM WINDOW SYSTEMS. INC. 8100 SH FL# 16177.1 IMPACT +70/ -70 +36.2/ -39.4 SWING DOOR PLASTPRO, SERIES N FIBERGLASS FL# 15213.5 IMPACT +50.0/-50.0 +34.8/-29.9 SLIDING GLASS DOORS CUSTOM WINDOW SYSTEMS INC. SGD 8800 FL# 20838.1 IMPACT +65.0/ -65.0 +33.9/ -37.1 GARAGE DOOR DBA DOORS MODEL# 824/811 FL# 17-1018.12 N/A +36.0/ -44.0 +32.3/ -39.4 PORCH CEILING HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 SOFFIT HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 ROOF EXTREME METAL .COMPANY 5V CRIMP FL# 17022 R 7 NA 93.5 78.8 ROOFING UNDERLAYMENT INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA JUREK RESIDENCE TYP. DETAILS & NOTES TREE TOP TRAIL, FORT PIERCE, FL. 34J�>I REVIEWED FOR CODE COMPLIANCE ST. LUCIE C 71t1e to oU documents which bear the NOT VALID W� ,jS &r. SIGNATURE AND THE DRAWN LID copyright of Todd N. Smith, PE. is vested ' ORIGINAL INS • ••�A':N�i •'/A SJ-ORIDA LICENSED DESIGNED LID in Todd N. Smith, PE. these ENGINEER '` �'\.` documents are pdovided to the owner ` - solely in connection with this project. z No, 4208 CHECKED TNS Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these * I DAZE APR. 2020 documents by anyone is expressly r nn1► prohbited without consent of Todd N. T :�(V� MAY O 4, 2Y2o SCALE Smith, P.E. pursuant to the Federal i SHOWN Copyright Law.' Q' • \� �� 02019, TODD N. SMITH, P.E. /� •••• Q�p G SHEET 5 TODD N'''1fI11M,�.t. #42082 JOB # 20042 _ --- -__BUILDER"S vvHkNiNG" WARNING* -THIS IS A PLACEMENT Pr7N FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEE 18 FUH I HE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS STALLED PRIOR TO INSTALLING [NY EAST CAOST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING TRUSS DRAWINGS. UY V IT 0" 29' 4" 21' 8" m Q r- Q Q Q f M r r­ M V Z U U U Ed W W W w w w U U N N N N N N N N N N N N ��` ZCJ 1 ZCJ3 ZCJ 1 ZCJ3 b o co I� N ti r` r` r r• N � r r � � yv� -� N -� N � N -� N � N -� � N N � � � N N N � N -� N -� N -� N -� ZCJ5B — '_-__, - -- -- ZCJ5 N ZCJ1 D03G T 7r ,' 8' 8" o ZCJ3 o O H 6 N ` o0 D02 TO rr H J / j ZCJ5 DOI o z C FFER TOP AT 11 10'-0" T.O.B. 0 _ A03G 10'-0" T.O. 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HUS26...... .......... 14 Indicates Left End Of Truss On Layout & Engineering Sheets 43L17� REVIEWED BY: MAY U 4 202t TODDN. SMITH, P.E. FL PIE #42082 12 6r JJSS='STE'.'c. EAST I"C0A1QT TRUS- 5235 ST; LUCIE FIND. FT. FIEPr,E FL, 34946 OFFME: 1 , 2)46F-51480 FLX: 177-466-a336 CUSTOMER:Dave Golden Homes JOB NAME: JUREK Y ADDRESS:Tree Top Trail CITY/COUNTY:FT PIERCE B # J39381 B# )DEL:Custom ,RAGE FT 3391 ft2 ,TE 3/26/20 [LATEST= 61G15S-31.003 (3) (e), EAST COAST TRUSS is the ^Trnis. Deign Engmeer" Trn..e..,re designed I,. a«oraanke was me Florida &didinb Cade By approving this placement plan(s), ignatured anywhere on this sheet, the customer r his representitive acknowledges that this lacement plan complies with the structural intent f the project. The customer also acknowledges that this pproval authorizes EAST COAST TRUSS to ianufacture these trusses and deliver them to ie project indicated on this drawing: The customer also acknowledges that he/she ccepts financial responsibility for any repair, ngineering, and labor required due to errors ther than those of EAST COAST TRUSS. ed: DDE = FBC 2017/TPI 2014 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=II KPOSURE =C WF SPEED =160 JILDING TYPE =ENCLOSED EAN HEIGHT:15' FLOOR: DUR FACTOR= PSF=TCLL-TCDL-BCLL-BCDL DUR FACTOR=1.25 TCDL-BCLL-BCDL *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-O" OR MORE BE SET WITH A SPREADER BAR. THE ,DER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS NG SET. R TO BCI-B1 FOR COMPLETE TION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES T. LUCIE COUN' BOC", •4 A I I J Q z_ LL 0 c� G U) U) W z D U) I— ttW^ vJ 0 W 0 z 0 0 9 4 TYP. END DETAIL TRUSS PLACEMENT PLAN 14" if plotted 4x esigned By: Daniel Zavala is