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HomeMy WebLinkAboutPLANSM1• VISIONS GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER S. REINFOREiING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.TM. A615 SCALED DIMENSIONS CONTRACTOR SHALL NOTIFY DESIGNER OF ANY SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH CONFLICTS OR CONDITIONS PRIO TO PROCEEDING WITH WORD - A MIN. YIELD STRENGTH OF 60,000 P.S.I. IT SHALL BE DETAILED, FABRICATED AND Ill AS RECOMENDED BY A.O.I. 2, CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS IN THE FIELD. 10. WELDED WIRE MESH (W.WM.) SHALL CONFORM TO A.S.TM. A-105, W.WM. 361, ON EA€H SIDE OF BEARING WALLS AND 30", PLUS WIDTH OF FOOTING 3. ALL STRUCTURAL LUMBER SHALL HAVE THE FOLLOWING MIN. VALUES AROUND F'-€RIMETER OF MONOLITHIC FOOTING. UNLESS NOTED: SOUTHERN PINE, Fb=1200, E-15 II. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO A.S,T.M. C-10 MORTAR SHALL CONFORM TO A.S.TM., C-210, TYPE M, 4, ALL FOOTINGS, FOUNDATIONS, SLABS SHALL BEAR ON NATURAL OR COMPACTED SOIL HAVING A MIN. BEARING OF 2500 P.S.F. AS 12. ALL ROOF JOIST, TRUS5ES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE DETERMINED AND VERIFIED BY A RECOGNIZED TESTING LABORATORY. SECURED WITH APPROVED GALVANIZED METAL TIES, CLIPS, ANCHOR$ TO THE TIE BEAMS OR BEARING PARTITION, 5. ALL. CONSTRUCTION SHALL BE PERFORMED IN A GOOD WORKMAN -LIKE MANNER IN ACCORDANCE WITH ALL CODES, REGULATIONS, ORDINANCES AND 13.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RESTRICTIONS HAVING JURISDICTION. 6,CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES THAT 14.PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR -SO PROPER OPENINGS AND CHASES SHALL BE PROVIDED. , DESIGNERS APPROVAL, PRIOR TO FABRICATION OF TRUSSES. PROVIDE UPLIFT CALCULATIONS FOR ALL TRUSSES AND GIRDERS. 1.ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL. FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN 15.USE GALV. NAILS ONLY FOR EXTERIOR WOOD WORK. LAYERS OF NOT MORE THAN 12" IN DEPTH AND TO S5,% DENSITY AS PER.AS.TM. PROCTOR TEST OR MODIFIED PROCTOR TEST. - 16ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HOURS DRYING PERIOD. B,CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: FOUNDATIONS AND SLABS ON GRADE 2,500 P.S.I. COLUMNS AND BEAMS 3,000 PAI, CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOW& FOUNDATIONS 3" COLUMNS 2" SLABS ON FILL 6X6/10XI0 W.W.M. IN CENTER OF SLAB NOTE: "FIBERME5H" MAY BE USED IN LIEU OF 6X6/10XI0 WWM. NOTE: USE , OR DENS 5 BOARD AT NOTE: THI THE CON( THE MECI INSTAL^IL,-.�� LIVING SF COORDIN GRADING 3'-4" I 23'-4" 10'-3" 1 10'-2" �rH,B. "SH 36x69 SH _ 36'x6 (EGRESS) a o0 1501o0 00 0 CEILING r--1'ID"--- COVEREL7, PATIO CEILING b' CLO E El—J ^-„-„.� !f �""'• 4" HIGH CEILINGr0' � El 9'x8' SGD STEP aN 10'-OV cFw • 5/8" DRYWALL y TR4NSON WINDOW ABOVE CEILING TYPICAL W R� SEE EX RIOR ELEVATION FOR SIZE `l L ---- ---- loxtoy MAS ER; BEDROOM ® 1% d.N I c• 4" INTERIOR CEILING BEARING WAN CEILING /HATCHED) VT AREES 14'-B" 4" 11'-4" \ SLOPED (ABOVE) MASTER BATi-"I 0 4" INTERIOR BEARING WALL�� CEILING EAT ROOM MIN. 26" TEMp,G CLR T b, b LASS CLOS. (HATCHED) 0 VVV ARIAS 0C�{EF�IL�IN�IG�_ O 3'-0" 4' 4ol�" I'-4" I'-4" I 5/8" DRYWALL m CEILING TYPICAL Q s `�, TOILET / FAGS 1 FLOOfR FLAN 4 SITE FLAN FACE 2 EXTERIOR ELEVATIONS F)A E 3 ELECTRIC FLAN FAGS 4 FOUNDATION FLAN f::'AC:;E 5 FROOF FfPAIIING FLAN FA�E ro SECTIONS 4 D-AILS AFRE 4 CALCULATIONS LIVING AREA: 11 14 SF GARAGE: 41a SF COVERED ENTRY: (05 SF COVERED PATIO: 89 SF TOTAL: 2,60(SF 15'-8" I TOO,, !O 5/8" DRYWALL d y CEILING TYPICAL I m � BE ROOM #3 ' CEILING e ► 9 i IV I m 12'-0" r o A 36" UPPER UPPER I •' Lill 1w 36" WIDE CABINETS O CAB) TS V s l2 EILING ---- -- l 32„ 6, REFRIG. O — `� POC T S,_4„ m 1i RANGE ❑ 36" HIGHFINISHED COUNTERTO SLOPED SLOPED x Q END PAN EILING CEILING rABOVE)� 14 41 /-CEILING (ABOVE) st ' T V ES i _ 12 2 It? S„ i ,_0„ I"I�_4i, 4„ 1z //���y5,_®/"�yy KI CHEN et�Fwvl ��FN ? CEIL1 K DINING 5/6" DRYWALL �' III N\ III t� VARIES BEDROOM #2 BUILT-IN : CEILING TYPICAL i t m �' I/ NII `-- -„I ` CEILING �HEI T Q - BENCH = � i RHANG 4" INTERIOR-9'-d'-d'"4 I =( SEAT i ' 24'-0" KIT I OOUNTERTOP BEARING WALL ® 5/e" DRYWALL i (HATCHEp) CEILING TYPICAL a i 36" HIGH COUNTERTOP 2'_0°BELOW LOW WALL COUNTERTOP) I 12 �y_,, lC,;wn - I C 1 I 9 4 ff—I RECESSED`�YS---- —STEEL CIEELI Or COLUMN TRAN50N WINDOW ABOVE rABOVE) VENT BOX, UPSEE EXTERIOR ELEVATION LHALLWAY tHRU ROOF CAFOR SIZE --_ oo -VENT 0o ' o0 00 oo �VANTGH " ' LAUWO — H.B. x FI FOIL FOIL INSULATIR INSULA ON SINKFI 4ID N.R 4ID MIN. If o 0 000 00 T HIGH STEP USE A SOLID WOOD DOORSTUCCO MIN. 13/5" IN THICKNESS, SOLID OR SKIM COAT GARAGE HONEYCOMB CORE STEEL DOOR WALLS NOT LESS THAN 13/8" IN THICKNESS - METER "IF" OR A 20MINUTE FIRE RATED DOOR Q cAv IF""IT W/ GASKET AND THRESHOLD. GARAGE 5REAKER DOOR (ONLY)TO HAVE AUTO CLOSER 7 . PANEL El F — CEft 26'-0" = A/C COMP. W// ll N ..., LSTAIR — J GARAGE W ER IS TiTHICK = :LAB IN EQU ORDER ENT Y FOR BE CEILING I' S/6" DRYWALL w ~ . i ABOIV E THE RAISED CONC. �p - CEILING TYPICAL 0 SLAB d SITE FINAL ' W W SCA PE CONCRETE > 0 BLAB O ,m odluz Z 7 v x m I�O 0 - STUCCO SKIM O u- 36"x 6" COAT GARAGE — — — — — - ❑ WALLS nn In nn M n n 6'-3" (2) 36"l 2" HI H _ =" FRENCH) 57E 2' 8"9. 8" DOOR I 1 0 El EIEI EI0 9 52 "x63" N - ) v 15,_4�, i O 6,_4„ /EGRES S,_0, S v N 00 Dvc� C�Si n (2) 6" NIGH �/ �/ (�� STEPS ���F— QA-� �c�_� -2 1'-4" B'-0° 1'-4, "Li iLL.�{_5/LJC (/LpOl ��!\� 21'-4„ I 12,_ID„ I R I P CO NOTE: USE HURRICANE RATED WINDOWS FOR THIS " / RESIDENCE RATED FOR MIN. #110 MPH WIND SPEED fLC0 FLAN INSTALLED PER THEIR APPROVED N.D.A. `— N1 ALL MATERIALS INSTALLED PER THEIR SCALE 114".r-0" MANUFACTURER INSTALLATION SPECIFICATIONS FOR MIN 0110 MPH WIND SPEED. 9 IE A L WAROI BOARD i SHIELD SHOWER AT ALL WET AREAS M1 M -" REAR BUILDING _r SETBACK LINE 1 — — — — — — — — — — — — — — — — — — — — — — — I �I@III i 1 SINGLE FAMILY RESIDENCE I I I� m /: II SIDE BUILDING SETBACK LINE I I Ll I I I I I I I j' —SIDE BUILDING SETBACK LINE 1 I DRIVEWAY, COORDINATE j MATERIAL AND SHAPE 1 ON SITE UJ/ OLNER. ADJUST 1 I I AS REQUIRED AROUND EXISTING TREES PER OWNER I I I I 7 FRONT BUILDING SETBACK LINE L II II II NOTE: A/C SUBCONTRACTORTO PROVIDE MECHANICAL DRAWING FOR NEW WORK, USE MIN. R 6 DUCT AND MIN 130 SEER ENERGY CALCULATION BY -OTHERS INSTALL ALL MECHANICAL EQUIPMENT AS PER MECHANICAL CODE AND GAS CODE A5 WELL AS ALL LOCAL AND FLORIDA BUILDING CODES REGARDING REQUIRED SPACE TO SERVICE EQUIPMENT AND INSTALLING AND PROVIDING FOR PROPER VENTILATION FOR ALL EQUIPMENT NOTE: A/C PLANS BY OTHERS (NOT PART OF THIS SET) ONE A/C SYSTEM IS INDICATED ON THESE PLANS. COORDINATE W/ BUILDER, NINiR1N C1�f TI FLORIDA BUILDING CODE 2011 loth EDITION CHAPTER 1605, USING 46CE 1.10 WIND SPEED = 110 mph V (ULT), 132 mph V jASD) WIND IMPORTANCE FACTOR - 1.0 R3(ENCLOSED) EXPOSURE: C ENCLOSED BUILDING INTERNAL PRE55URE COEFFICIENT - GOD, 0.16 HURRICANE PROTECTIIjN SHUTTERS IMPACT GLASS —� MEAN ROOF HEIGHT = I'll MAXIMUM WINDOW PREejSURE = -58.5 .P.SF. , 46.E P.S.F. MAXIMUM DOOR PRESSURE _ -,l P.S.F. , +44 RSF. MAXIMUM 5GD PRESSURR _ -51.1 P.SF. , +41.3 P.SF. MAXIMUM GARAGE DOOR PRESSURE _ -45.0 P.S.F. , +40.1 P.SF. - Oo NO SCANNED BY St. Lucie County i40y070/ Jf--1--IG z OZ II_ o U w w �[ w O o u- Vy LU W CD ( w Z 0 v �q COS z O i V® Z co Q LLI LO z 4 u a 0 a V DRAWN CHECKED DATE SCALE AS SHOWN JOB NO. SHEET I OF SHEETS G V1510N5 s L DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER S. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615 SCALED DIMENSIONS CONTRACTOR SHALL NOTIFY DESIGNER OF ANY SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH CONFLICTS OR CONDITIONS PRIO TO PROCEEDING WITH WORK. A MIN. YIELD STRENGTH OF 60,000 P.S.I. IT SHALL BE DETAILED, FABRICATED AND PLACED AS RECOMENDED BY A.C.I. 2. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS IN THE FIELD. 10. WELDED WIRE MESH (W.WM.) SHALL CONFORM TO A.S.TI'I. A-105, W.W.M. 36" ON EACH SIDE OF BEARING WALLS AND 30", PLUS WIDTH OF FOOTING A 3. ALL STRUCTURAL LUMBER SHALL HAVE THE FOLLOWING MIN. VALUES AROUND PERIMETER OF MONOLITHIC FOOTING. J/�\t`/�-,b. UNLESS NOTED: SOUTHERN PINE, Fb=I200, E=1.5 11. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO Al C-130 MORTAR SHALL CONFORM TO A.S.TM, C-2T0, TYPE M, 4. ALL FOOTINGS, FOUNDATIONS, SLABS SHALL BEAR ON NATURAL OR COMPACTED SOIL HAVING A MIN. BEARING OF 2500 P.S.F. AS 12. ALL ROOF JOIST, TRUSSES,. OUTLOOKERS, BEAMS AND GIRDERS SHALL BE DETERMINED AND VERIFIED BY A RECOGNIZED TESTING LABORATORY. SECURED WITH APPROVED GALVANIZED METAL TIES, CLIPS, ANCHORS TO THE A TIE BEAMS OR BEARING PARTITION. 5. ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD WORKMAN -LIKE MANNER IN ACCORDANCE WITH ALL CODES, REGULATIONS, ORDINANCES AND 13.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RESTRICTIONS HAVING JURISDICTION. 6 CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER OPENINGS AND RS SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR DESIGNERS DESIGNERS APPROVAL, PRIOR TO FABRICATION A TRUSSES. CHASES SHALL BE PROVIDED. PROVIDE UPLIFT CALCULATIONS FOR ALL TRUSSES AND GIRDERS. -I. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL. FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT MORE THAN 12" IN DEPTH AND TO 955' DENSITY AS PER A.S.T. M PROCTOR TEST OR MODIFIED PROCTOR TEST. &CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: FOUNDATIONS AND SLABS ON GRADE 2,500 P.S.I. COLUMNS AND BEAMS 3,000 P.S.I. CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: FOUNDATIONS 3" .COLUMNS 2" SLABS ON FILL 6X6/10XIO W.WM. IN CENTER OF SLAB NOTE: "FIBERMESH" MAY BE USED IN LIEU OF 6X6/10XI0 W.W.M. NOTE: USE , OR DENS SI BOARD AT NOTE: THE BUII THE CONCRETE THE MECHANIC INSTALLED AT LIVING SPACE COORDINATE C GRADING AND 15.U5E GALV. NAILS ONLY FOR EXTERIOR WOOD WORK 16ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HOURS DRYING PERIOD FLOOD FLAN $ SITE FLAN EXTEFIOR ELEVATIONS FLECTIC FLAN FOUNDATION FLAN iROOF FFX�IN CLAN SECTIONS 4 DETAILS AfR,E 4 CALCULATE ONS LIVING AREA: 19-14 SF GARAGE: 47a 5F COVERED ENTR'I': 65 SF COVERED PATIO: 89 5F TOTAL: 2,60(o SF 3'_4" 23'-4" HB 36"x6 " SH 52"x63" SH 36"x6 " SH (EGRESS) (EGRES 0 Ella EIIEII I ❑❑ El El El Ell Elp 00 0❑ — — , 0 GOVERE_ PATIO ❑ J 32"x96" — — — — — — G v' PROVIDE IC CDX PLYWOOD CEILING CLO E 13'-2" � TO UNDERSIDE OF TRUSSES I U ❑ ❑ ❑ (FROM o'-T C 4" 9'-2 61 ^2" B' Y „ 5/B" DRYWALL 4' HIGH H WOOD CEILING PER B _ CEILING TYPICAL CEILING Vxw SGp STEP OWNER OVER PLYWOOD El W v BE ROOM 03 ❑ 10'-4" 5/B" DRYWALL CEILING TYPICAL W iRANBOJNSWINDOW ABOVE RIOR ELEVATION �CEILING, T ❑ a FSEE OR SIZE m 0 Y 9'-4" El m — — — — — — MAST ETDROOM ER'0EB ill "I 12_0 CEILING LL o-- r SIN �HI CEILING MIRROR SINK 2,_4,dE ❑ 1 \ SLOPED 10'-4" 141_811 4" I'1'-4„ NG Ae VE) m 4" a 141_ II 8�� W - MASTER e a LL TEMP. I�A H A 4" INTERIOR CEILING BEARING WALL�� GREAT ROOM x 32" GLASS MIN. 26" GLR TEMP. GLASS CEILING � (HATCHED) _ HHEEI�GGHHT7 V m P T ❑ x T OORG b' SHW. ENCLOS, B ❑ ❑ m V-4' 32"x96" w ' 4' 4" I'-4" 1'-4" R416ED COFFER CEILING pp� 5/8" DRYWALL CEILING TYPICAL CEILING rL HEM 'P TOILET TEMIPI. Gd� 55 SHOWER ❑ H 1 L HARD BOA ❑ L — — _ — — — _ Q y 5,_4" 1N SHW. ENO OS 11 LD 9H HER oPEN HALLWAY p 4 L WET REAS 4' 6TEP BNELP CEILING 3 I/2" x 3 i/2" BAT1-1 'G 2" RA LINE �NR wu1 �r iC4sHT STEEL COLUMN 'n Q X :sr- 9 MIN. 26" CLR 3I D IN SHOWER 36" HIGH TEMP. GLfi - LINE � 0 � @ 3 _g 0 VANI Y T 2. DOOR 4, -' rLL UPPER UPPER _l Vi - - m N CEILING 4' STEP x S CABINETS 5'_4�, 36" WIDE A CABINETS 0 a) m _ _ — — — TOILET REFRIG. — — — 0 O - 9�4" ; P_ T NOTE: USE A l �I�. RANGE \ ❑ OR P ENS SHI 36" HIGH / BOA AT L ❑ FINISHED COUNTERT SLOPED SLOPED x H.B. ❑ END PANEL v (ABOVE) � �4 4L_\ CEILING (ABOVE) m ��yC�FIEIEE��IILIIN�NGG'� V i 12 12oll \ IT,_4,l 4 a CEILING '-4"ININCx o D BE ROOM Ill N X_ 5/B' PgrwALL i II - CEILINS TYPICAL cHEEIILGIHNTG BUILT-IN - BENCH i "---yl II OVERHANG 4„INTERIOR T �'�El 0 .9 SEAT 24'_0'r .� COUNTERTOP KIT BEARING WALL 0 ❑ = r X i bIMC W/ ° (HATCHED) DRYWALL CEILING TYPICAL CEILING HIGH DISP. ° LOW WALL / 6 TERTOP 12,_0„ (BELOW COUNTERTOP) 14'-0" = _ CEILING 1 I ❑ LINE or I�L!EBBED I ❑ CEILING (ABOVE) .111�IM — — — — — — 3 1/2" x 3 1/2" — — — — — — - STEEL COLUMN TRANSON WINDOW ABOVE VSNT BOX, UPPER I I SEE EXTERIOR ELEVATION VENT THRU ROOF CABINETS 1 — — FOR SIZE ❑❑ ❑❑ o❑ ❑❑ El El El El HAL2$80 PO ER TAM ❑ 5'-CABINETS — m (2) 36"x96" 4" HI _ �R�ER , i l -6 036" 6,_4" FRENPC�H 6,_q„ b7E 7 8" 9 B". ❑ W 9 LING �� a N I E1 ❑ ❑ ❑ ❑ ❑ ❑4 HIGH m0 ALIhlp.il2Y GLass VANITYI0,_$„INSULA 0 : 0 52"x63" H _: 6'-4" (EGREs ) FIFOILCO ICN SINK'SULATION 36" HIGH I R 4ID. N °O V gyp. ENT . COUN OP 0 o0 00 ❑ ❑ -- —SOLID WOOD DOOR STUCCO SKIM MIN. 1 3/9" IN THICKNESS, 50 ID OR COAT GARAGE iv (2) T" HIGH HONEYCOMB CORE STEEL OOR WALLS ELECTRIC WATER HB 0 STEPS NOT LESS THAN 1 3/9" IN THI 66 HEATER 50 GAL v = METER ELEG OR A 20 MINUTE FIRE RATED DOOR c4N c1RculT W/ GASKET AND THRESHOL .GARAGE PRESSURE RELIEF BREAKER DOOR (ONLY)TO HAVE AUT CLOSER VALVE ' - PANEL 6" HIGH 'rYIL: — — —, — — — — — — — — ST' EP5 O rA Acc 2 6'-0" all I'-4" 8'-0, = A/C COMP. iv N LSTAIR J ALL INTERIOR GARAGE a/� �3'AI'RL"��YE U1 ZS'-8" ER 16 T TRIG N WALLS FINIbHE® W/ _ _ LAB IN ORDE FOR SKIM STUCCO COAT CEILING r' 5/e" DRYWALL ~ PRIMED AND TAINTED 4 EQUI C. R ABo ENT 7 THE BE RAISED CONC. S _ CEILING TYPICAL O - p SLAG 99 4" LUU1 SITE W/ FINAL LU pIL B DSc IE CONCRETE SLAB ❑ m W ❑ ICI z 3 i�� �0 a� Imo SKIM m� L 36 "x96" COATSTUCG COAT GARAGE — WALLS ❑ � a o❑ o 00 o 36"xb " SH El o❑ ❑ 36"x6 " SH El 14'-10" 27-4" Ip'_10„ 15'-4" NOTE; USE HURRICANE RATED WINDOWS FOR THIS RESIDENCE RATED FOR MIN. *170 MPH WIND SPEED ��f=LA� I INSTALLED PER THEIR APPROVED N.O.A. I� ALL. MATERIALS INSTALLED PER THEIR SCALE /4"=v-®" MANUFACTURER INSTALLATION SPECIFICATIONS FOR MIN 0170 MPH WIND SPEED. I _ �; 11 REAR BUILDING SETBACK LINE CN oq - 0T( VIE ED FOR —7 UCI MPLIAWC! COUNTY SINGLE 1=AMILY RESIDENCE I SIDE BUILDING-� l SETBACK LINE lI CONC. DRIVE I I j�—SIDE BUILDINS SETBACK LINE I I I I l HARD BOARD _D SHOUER L WET AREAS I FRONT BUILDING I SETBACK LINE L— — — — — — - CNI II NOTE: A/C SUBCONTRACTOR TO PROVIDE MECHANICAL DRAWING FOR NEW WORK. USE MIN. R 6 DUCT AND MIN 13.0 SEER ENERGY CALCULATION BY OTHERS INSTALL ALL MECHANICAL EQUIPMENT AS PER MECHANICAL CODE AND GAS CODE AS WELL AS ALL LOCAL AND FLORIDA BUILDING CODES REGARDING REQUIRED SPACE TO SERVICE EQUIPMENT AND INSTALLING AND PROVIDING FOR PROPER VENTILATION FOR ALL EQUIPMENT NOTE: A/C PLANS BY OTHERS (NOT PART OF THIS SET) ONE A/C SYSTEM IS INDICATED ON THESE PLANS. COORDINATE W/ BUILDER. NG;INEIN QITfI,4 F_ORIDA BUILDING CODE 2011 6th EDITION CHAPTER Il USING 45CE '1-10 WIND SPEED = ITO mph V (ULT), 132 mph v (A5p) WIND IMPORTANCE FACTOR = 1.0 R3(ENCLO6ED) EXPO&I C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - Gap, = 0.16 HURRICANE PROTECTION SHUTTERS IMPACT GLASS =L MEAN ROOF HEIGHT = <I5' FEET MAXIMUM WINDOW PRESSURE = -41 .PSF. , 31 P.S.F. MAXIMUM DOOR PRESSURE = -46.6 P.SF. , +35.1 P.S.F. MAXIMUM 5GD PRESSURE _ -46.6 P.S.F. , +35.1 P.5.F. MAXIrIJM GARAGE DOOR PRESSURE = -40.5 P.S.F. , +33 P.S.F. A� Ill 0-6111111 F110H in St. Lucie County Environmental Health Site PIE n Approved for Eonstru upersle1 Previous Site PIE DS#11 � �r&Well # �' II copy SCANNED BY St. Lucie County lq®y o7� 1 LE--14La O L-i U z w ) w Q 0y Q 0 t1 � 1LI to Li- '•^^ V/ Z fu } LU z w IL Z II�� 4 fK i t r 0) Q U Z � @ O lL U I 0 Z z 1L o U-I �) ' Z Q Z -1 4�41 Q ~ w N nl ^ r H W z 1- U LL n0 W 111 . U) F z X tp N +ILL DRAWN CHECKED DATE 02-20-19 SCALE AS 5N000N JOB NO. SHEET OF SHEETS LINE OF FLOOR SLAB — — — L — v m —FLOOR SLAB EL + 0'-0"— NOTE: ALL OF THE HORIZONTAL SIDING IS MADE OF STUCCO AND PVC "J" STOP ALL APPLIED TO MASONRY TOP OF BOND BEAM.e S'-4" A • 1 BOND BEAM i TOP OF BOND BEAP_ BEARING a TRUSS BEARING - - -F;-- - EL. 13'-2'� e �o COORDINATE PATIO DECK W/ BUILDER, ADJUST AS REOUIRED. TOP OF BOND BEAM' g-4" ■ LINE OF FLOOR SLAB FE NOTE: ALL OF THE HORIZONTAL SIDING IS MADE OF STUCCO AND PVC "J" STOP ALL APPLIED TO MASONRY TRUSSES IN THE AREA OVER POWDER ROOM ARE TOP NOTE: THE DEPTH OF THE \ TRUSS IN THIS AREA IS 32" SEE DASHED LINE FOR CEILING DASHED LINE INDICATES % INSIDE CEILING LINE wN IN THIS AREA i METAL ROOF "S" V CRIMP —T INSTALLED PER MFG'R / SPECS. AND NOA FOR MIN ITm MPH .� 4 WIND SPEED I I'1 TOP OFCONCRETECOLUMNS \\ B FNTRY RCAMO ¢C1OI11 '/ TOP OF BOND BEAM ® V-4" ■ STUCCO ■ LINE OF FLOOR SLAB _ LINE OF FLOOR SLAB _ CsAR— SLAG 12 NOTE: ALL OF THE HORIZONTAL SIDING IS MADE OF STUCCO AND PVC "J" STOP ALL APPLIED TO MASONRY _ TRUSS BEARING RIG47 ELFEV I METAL ROOF "S" V CRIMP INSTALLED PER P9FG'R SPECS AND NOA FOR MIN I10 MPH WIND SPEED — TOP OF BONG STUCCO STUCCO —FLOOR SLA— — ELn ml-0B REVISIONS Z L w IIz tII II JA U rtu^III Zw w C — LL lI1K/ z��q Q r 1 N N Q Z lij m Lu o z �7 W U :3 Cn I W o W W Q z L W o N U u 0 " f LL Ww 1 ) = (E LL REVISIONS I. ALL WORK SHALL 15E DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL .CONTRACTOR OF ANY ERRORS OR DISCREPENCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE - 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THW, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 1. ALL 12OV. I PHASE 15A. AND 204. BATHROOM, GARAGEKITCHEN AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.FJ.) IN LIEU OF (G.F.L) BREAKER WITH SEPERATE CIRCUIT. S. SWITCHES SHALL SE ROCKER TYPE (UNLESS OTHERWISE NOTED) 9. RECEPTACLES SHALL BE 15A. AND 120V. OF THE GROUND TYPE IS" APP. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITSe A MAXIMUM VOLTAGE DROP OF 39, IS PERMITTED. II. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12, BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX, 13. LIGHTING FIXTURES SHALL BE SELECTED BY THE BUILDER 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 211 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 15. ALL DEVICES SHALL BE SMOOTH TYPE, (WHITE), UNLE55 OTHERWISE SPECIFIED (VERIFY). 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERGIRRENT DEVICES OF TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 11. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. IS. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. IS, ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21. VERIFY REQUIRED CLEARANCES BETWEEN EQUIPMENT / LIGH7 FIXTURES WITH ANY OTHER ITEMS AND / OR MATERIALS SUCH AS BUT NOT LIMITED TO PLUMBING FIXTURES, INSULATION, ETC. PRIOR TO INSTALLATION. ADJUST AS REQUIRED. 22. ALL MATERIALS TO BE NEW AND U.L. APPROVED. 23. VERIFY ELECTRICAL REQUIREMENTS OF EQUIPMENT TO BE INSTALLED AND ADJUST WIRE SIZE, BREAKER SIZE, ETC. AS REQUIRED PRIOR TO INSTALLATION. 24. ALL RCPETICAL, OUTLETS IN BEDROOMS TO BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS. ' ELECTRICAL LEGEND - RECESSED HI -HAT 0 PUSH BOTTON -n MINI RECESSED HI -HAT ❑'1 DISCONNECT SWITCH DISC. J{ JUNCTION BOX -01Da. DOOR BELL OIIPB CHIME BOX GLOBE LIGHT 4 GARAGE DOOR FLUORESCENT swrw SENSOR BEAM LIGHT A VAPOR PROOF M DIRECT WIRED ® MOTOR RECESSED LIGHT WALL MOUNTED 0 CABLE TELEVISION FIXTURE LOCATION KEYLESS LIGHT a®® 220V RECEPTACLE FIXTURE $ SWITCH ® EXHAUST FAN $3 3 WAY SWITCH 4 4 WAY SWITCH SZ FLOOD LIGHT lJ�0 120v RECEPTACLE OHARD SA WIRED - HALF HOT SMOKE ALARM RECEPTACLE PENDANT LIGHT Qpl. 120v G.F.I. FIXTURE Q� WEATHER PROOF GP.[. CEILING FAN c DEDIDA�y DIRDJIt PHONE JACK O FLOOR OUTLET I20V - \ o 00 00 00 0 0 ----- -- P: GFIIP u0 � ELEc. 4' F UO . LT. \ \ 4' F UQR LT.CI�I / - ERE U17 PANEL --_ -� KEY- II � GARAGE I I NOTE: THIS RESIDENCE IS ONLY ADDING AND REMOVING AND OR ADJUSTING THE EXISTING ELECTRIC LOCATIONS. / I / NO NEW LOADS ARE BEING ADDED TO THIS RESIDENCE. ELECTRICAL CONTRACTOR TO COORDINATE ALL \ / _ _ / / CHANGES AND VERIFY NO NEW LOADS HAVE BEEN ADDED'. /\ 4' FLUOR LT e 4' FLUOR LT. L - - - - 0 .ELECTRIC NOTE: E11O` - - - a O - - - 0 0 0 / ELECTRICAL CONTRACTEREAKERS F TO ALL CIRCUITS PROVIDE � AFGI GITCUIT BREAKERS FOR ALL CIRCUITS / PER NEC. 210.12(5) ALL RECEPTACLES ARE REQUIRED TO BE TAMPER RESISTANT PER N.E.C. 406.11 \ - - - - ELECTRICAL CONTRACTOR TO VERIFY ALL ELECTRIC LOADS, IF ANY ADJUSTMENTS NEED TO BE MADE A NEW PLAN WOULD BE SUBMITTED PRIOR TO THE O,O. L E G T I C FLAN }� I ALL SMOKE ALARMS J`'� I �l TO HAVE CARBON MONOXIDE DETECTORS AS WELL SCALE 1/4"=I'-0" AS SMOKE ALARM. THESE NEED TO BE INSIDE ALL SLEEPING ROOMS AND WITHIN 10' FEET OF THE OUTSIDE OF ALL SLEEPING ROOMS. ALL TO BE INTERCONNECTED. ELECTRIC LOAD CALCULATION CIRCUIT POLE 8 WIRE USE LOAD SPACES BREAKER SIZE 16 REQ'D. 1S14 GENERAL LIGHTING IP/154 5.5 KW 014 (S.F. 6 3W./SF,) 2 REQ'D. SMALL APPLIANCES (2 0 L5 EA.) IP/204 3.0 KW 012 1 REQ'D. DISPOSAL I10/20A 1.2 KW 012 2 REQ'D. RANGE 2P/60A 11.0 KW % I REQ'D. REFRIGERATOR (2) a 12 KW EACH IP/20A 2A KW 012 2 REQ'D. WATER HEATER 2P/50A 5.0 KW 010 I REQ'D. SMOKE ALARM IP/154. .S KW 014 2 REQ'D. DRYER 2P/30A 5.0 KW 010 I REQ'D. LAUNDRY IP/20A IB KW 012 1 REQ'D. GARAGE DOOR OPENER IP/15A .5 KW 014 1 REQ'D. MICROWAVE IP/20A 12 KW 012 1 REQ'D. ALARM TRANSFORMER IP/I5A .1 KW 014 1 REQ'D. HOOD VENT IP/20A 1B K.0 012 TOTAL LOAD (WITHOUT HVAC) 402 KW FIRST 10.0 KW m 100 % 10.0 KW REMAINING 0 40 % 1205 KW 2 REQ'D. A.H.U. FANS 2P/60A "6 2 REQ'D. A/C HEAT STRIP 2P/60A "6 HV/AC STRIP a 100 % 10,0 KW * TOTAL K.W. 32.08 KW I, 32.OS KW / 240 134 AMP 7� SAY 200 AMP SERVICE 320 AMP - METER CAN BY FLORIDA POWER 8 LIGHT O 00 AMP IAIN LUG PANEL ? CIRCUITS (3) 42/0 AND (I) "6 IN 2" CONDUIT *4 SOLID CU. GROUND TO BUILDING STEEL, TO GOLD WATER PIPE 8 5/8" DRIVEN CU. ROD ELECTRICAL RI13ER D IAGRAI"I NOTE: ELECTRICAL CONTRACTOR MAY ADJUST ANY LIGHTING POSITIONING FROM 5I-I0U1N. ADJUST IN FIELD AS REQUIRED. ALL FINAL WORK TO COMPLY WITH CODE FOR OUTLET SPACING ETC. COORDINATE ANY CHANGES W/ ELECTRICAL CONTRACTOR. AT TIME OF COMPLETION AN 45 BUILT DRAWING WOULD BE PROVIDED TO THE BUILDING INSPECTOR. ' 7 on �I/I wL 0 IIIIII u lu Lu LL Cnnn,, LIllu cD �/ Lll IL LLI 0 <[ z LL LL DRAWN CHECKED DATE 02-20-19 SCALE AS SHOWN JOB NO. SHEET 3 OF SHEETS V leloNS 7 OR v 6 MINA' THICK CONG TE SLAB W/ all tHICKENIED EDGE AND (1) 5 COI AT PE (METER FOUNDATION NOTES: I. ALL CONCRETE FOR SLABS ON GRADE AND FOOTINGS SHALL NOT HAVE LESS THAN (2,500 111 STRUCTURAL VALUE) 6 28 DAYS. 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3000 P.S.I.) 6 26 DAYS. 3. SOIL SHALL BE SPRAYED FOR TERMITES, AND BE WELL COMPACTED (MIN. 2,500 P.S.F.). 4. FIBER MESH MAY BE USED IN LIEU OF roX6/10/10 W.W.M. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO CONTINUING ANY WORK 6. PLUMBING CONTRACTOR TO VERIFY LOCATIONS OF ALL FIXTURES PRIOR TO POURING SLAB. T. MECHANICAL CONTRACTOR TO VERIFY GOOKTOP DOWNDRAFT LOCATION PRIOR TO POURING ANY CONCRETE. NOTE: COOKTOP IS OPTIONAL 8. USE TOPICAL CONCRETE CURING COMPOUND Poll ALL FLAT SLABS, ONLY WHEN REQ'D. BY LOCAL CODES. i PROVIDE 30'' WIDE 6X6/10XI0 W.W.M. a FOOTING PERIMETER. la�� 8"XI6" CONC. BLOCK FILL ALL CELLS W/3000 PSI CONCRETE � � I I --L 5 VERT. CONCRETE BLOCK COLUMN IS OMADE OF INTERLOCKING' I COURSES, NOT STACKED BLOCK (4) 5 VERT. v 16 "Xffi" CONC.BLOCK `v SCALE '/2°=1'-O" 23'-4" V. 6'-b" 1'-4" 1, V-2" 1, I'-4" 1, 4'-4" 1'-4" 1. V-2" 1'-4" THICKENED EDGE 1'-4" 1'-9" a" 4'-6" 1'-4" 4'-S" I'-4" W/ W/ (I) 5 CONT. AT PERIMETER -- -- ---- Tfl©-fl------OC+------fle _ ❑ o❑ ❑❑ ❑❑ El El — — ❑❑ ❑ ❑❑ ❑❑ I❑r---------=-®-------- — — — — — -----_ — ❑ _I ❑ p 4I J e, �❑ O ® TIO s4AB a ❑ v ❑ all-N ❑ ❑ ro ❑� � C1J a" II-4" 9'-2" 1'-4" 4'-I0" iv all F-- ooI ❑ L—ro———— -- — — —_j ❑ I L C3 - - d4 c _ _j ❑ SINK SINK Q' LOCATION LOCATION El 1 1 Q ❑ w TOILET LOCATION T� �I.I' ❑ El ElCONCRETE OETNGPAD ❑ /,I ❑ EACCHWWAY BOTTOM) _ \ J 0" a" TOILET U LOCATION SINK O n LOCATIONS - / \II © m 1( a" THICKENED EDGE FO B_0 EIW/ a" THICKENED EDGE -• <U «& GONT. AT L FLOOR SLAB -�'EL �\\_%) (1) 5 CONT. PERIMETERW/ Ar J PERIMETER ❑ J 7 ,5g)"01:7- ❑ - ❑ 4" THICK CONCRETE SLAB (2500peU OVER 6MVAPOR ON WELL COMPACTED CLEAN ILL,, II SONEDRIER FOR TERMITES (MIN. 2500 PSF) (NOTE: FIBEI-d"IESH MAY BE USED AND 15 OPTIONAL) all 22'-2" 3'-6" COORDINATE THIS OPTION W/ BUILDER O Y 7 1 1 6 v, ❑ 19'-6' 8.. all 22'_2" ❑ CONCRETE FOOTING El FAD W El EACH BOTPOM). CC L--- I 1 A❑ WASHER/DRYER LOCATION TOILET TOILET 4 1 , I II r _ I- I I Ir L-=---J L - ❑ - - - --- ® A' ❑ ❑❑ 0 _ - I_ 2'_4n -2 =8 - - - -_ J r I m 4E" STEP -4�' 0 0 0 0 - I I - 2[a�� El - - - - - fle - - - - J ❑ ry O ❑❑ 1'_4I% 3' • ❑ b 0ii ii ❑ ❑ ❑101010 v �.-----� �. NRY SLAD ® in I �r=� N SINK n v EL.- LOCATION SW 11 11 4 5 4 4 6" i'-4" 4'-S" 8" LOCATION Alf a----8--�fle-------J� -- ©r—f� ❑❑ 1 o ❑E ❑o o m ❑• ❑ _ ON v —_ ----�--0---e -----© —®--- 0 ---- -- 0" 3'_4" a" 2'-6" p_4" 3'-9" I'-4" 4'-0° I'-4" 4'-4" I'-4" 1'-" 8" _ 1 (2) 7 STEPS �36"x36" X 20" DEEP ® © CONCRETE FOOTING W/ 5'S - GARAGE SLAB _ — N (3) 6" _ STEPS HIGH PAD W O.G. EACH WAY (BOTTOM) - ❑ EL.-I'-2" _ 3P6A"x36. X 20" DEEP - 9 26'-m' a" CONCRETE FOOTING D W/ 0515 a W O,C, EACH WAY(BOTTOM) GA..RAGE SLAB Y EL. -I -s fin"1 12' 21 1, 1'_41' 1, A ® IT-10" v SLOPE_... _Q `9 7/ I in" x 12" WIDE 1- GARAGE DOOR 0 , RECESS a DRIVv-1rEWAY SURFACE I ❑ I I I ' = of T. s m _ ❑I A 1�1" ------------ — — — — — — — — — — — �— -------- ------- ------ ---- ---- -2" fV41- 4'-6" 6" 3'-10" I'-4" V-2" 8" 31_4" b" 5'-0ll 27'-4+'. 12'-i0" 19�_46 FOUNEDATfON FLAN SCALE 1/4"=1'-0" I v "5 REBAR, SEE PLANS K * FOR COLUMN REINFORCING �\ LOCATIONS ALL REBAR FOR COLUMNS TO BE CONTINUOUS OR MIN. 30" LAP SPLICE FROM LOWER STEM WALL FOOTING MIN. 30" LAP SPLICE— * * NOTE: IN ADDITION TO THE COLUMN STEEL SHOWN ON PLAN, PROVIDE 5'S VERT _ W/ STANDARD 10" HOOK, UP TO SLAB LEVEL m 32" O.C. \ (FOR ENTIRE STEM WALL) SLOPE AWAY FROM STRUCTURES m 141 (I) 5 CONT. 4" THICK — CONIC, SLAB 4" THICK CONCRETE SLAB (250OP50 w/ &X& - IOXIO WWM OVER 6MIL VAPOR BARRIER ON WELL COMPACTED CLEAN FILL, POISONED FOR TERMITES (MIN. 2500 PSF) (NOTE: FIBERMESIL MAY BE USED AND IS OPTIONAL) COORDINATE THIS OPTION W/ BUILDER C6 MIL VAPOR BARRIER NEW CLEAN COMPACTED FILL TO MIN. 2,500 PSF AFTER STEM WALL POURED SOLID W/ CONCRETE (1) "1 TOP (2) 5'S CONT. BOTTOM Ile e" l3) 5'S CONT 6X6/10XI0 W.WM. � — 6 MIL, VAPOR OR FIBER MESH BARRIER 18p 5'15g61,O.G. — EAGH WAY BOTTOM PER PLAN SIZE 12" PER PLAN 4" THICK GONG. <A&05,OSING \L EQUAL FROM N. 6" TO MAX. � 3/4" ILDER TO COORDINATE FINAL GRADE AS REQ'D. 6x6/10XI0 W.WM. OR FIBER MESH 6 MIL, VAPOR BARRIER 12" 4" THICK CONC.SLAB 6 MIL. VAPOR — BARRIER 6X&/10XI0 2. `(3) "l CONT. FOOTING �)ETAfLS E 1/2"=1' Lu ® II II II P LU U Lu Cn Q Q m� M I— W Q LL '^ VI � Lu 0 r m 01 Q U z�O L 13 Z 'Q IY :3 z T­ (zy W Z W Y 1- W Q N LU Z N U U Q F m^r IT W F 11) `Tr. W Z o IL e r -� `� x LL DRAWN CHECKED DATE D2-20-19 SCALE AS SHOWN JOB NO. SHEET .4 OF SHEETS VISIONS CAST-CRETE PERIMETER BEAM SYSTEM UPLIFT CALCULATIONS FLORIDA BUILDING CODE 201-7, 6TH EDITION, ,ASCE 1-10 WIND VELOCITY - 110 mph (ULT), 132 mph (ASD) EXPOSURE CLASIFICATION C IMPORTANTANCE FACTOR (I) - 1.0 (2) EXPOSURE / HEIGHT COEFFICIENT (K) = Lm MWFRS VERTICAL ROOF UPLIFT FORCE MWFRS VERTICAL OVERHANG UPLIFT FORCE (1,2) INTERIOR ZONE _ -25 PSF (1,2) INTERIOR ZONE _ -63 PSF (1,2) END ZONE _ -40 PSF (1,2) END ZONE _ -60 PSF HALF TRUSS SPAN 13' FEET OVERHANG z FEET DEAD LOAD 10 PSF. WORST CASE UPLIFT (POUNDS / LINTEL FOOT) ENCLOSED364 PLF OVERHANG 55 PLF TOTAL 452 PLF MINIMUM COLUMN SPACING 12'-e" FEET DESIGN PARAMETERS I. MASONRY IS TO BE FILLED WITH COARSE GROUT (8" TO II" SLUMP) THAT HAS A MINIMUM COMPRESSIVE STRENGTH rc OF 3,000 P51 a 28 DAYS. 2. REINFORCING STEEL IS A8TM 4615 GRADE 60, WITH A MINIMUM LAP OF 48 BAR DIAMETERS. 3. REINFORCING 18 PLACED IN THE TOP ROW OF THE DOUBLE ROW OF THE APPROVED MASONRY UNITS WITH 1 1/2" COVER. REINFORCING STEEL IN THE LINTEL DOES NOT INCREASE THE UPLIFT CAPACITY OF T49 SINGLE SPAN CONDITION BETWEEN THE TIE- DOWN POINTS. 4. THE SPAN IS MEASURED (IN FEET) AS THE DISTANCE BETWEEN THE TIE - DOWN POINTS CONSISTING OF A 5 (MIN) REBAR IN VERTICAL 8X8 BLOCK CELL. REINFORCING SHALL BE ADEQUATELY EMBEDDED IN THE FOOTING (STANDARD 50 DEGREE HOOK, Im" LONG) AND SHALL HAVE A 90 DEGREE HOOK AT THE MID - DEPTH OR NIGHER IN THE BOND BEAM. 5. THE COMPOSITE BEAM USED IN THIS DESIGN IS COMPOSED OF A DOUBLE COURSE OF 8"XI6" MASONRY, FILLED WITH COARSE GROUT, WITH A 5 HORIZONTAL REBAR IN THE EACH COURSE . 6. ALL LOCATIONS ARE BASED ON THE FLORIDA BUILDING CODE 2001 WITH 2O0e AMMENDMENTS. (U THE VALUES LISTED ARE FOR A BUILDING LESS THAN 30 FEET TALL AND IN EXPOSURE IS, FOR ALL ROOF SLOPES. BEAM THESE VALUES MUST BE ADJUSTED BY APPLYING THE APPROPRIATE MULTIPLIER FROM TABLE 1606.2D, FOR BUILDINGS UP TO 60 FEET TALL AND IN EXPOSURES C AND D AS WELL. THESE MULTIPLIERS ARE LISTED BELOW FOR CONVENIENCE. (2) AVERAGE ROOF HGT. EXPOSURE B EXPOSURE_ C EXPOSURE D CTABLE 16062D) 0 - 15 1.0 1,21 1.41 20 L0 1.29 1.55 30 1.0 1.40 1.66 40 1.09 1.49 1.14 50 1.16 1.56 1.01 60 1.22 1.62 1.67 AKED R MIN. B"xS" W/ !U'5 CONT. 9EE CRO55 SECTION WHERE TRUSSES HAVE RAISED 9 HEELS, PROVIDE 2`x4" BLOCKING s 24" O.G. BETWEEN. TRUSSES. AND ❑ ❑ ❑ ❑ ❑ ❑ ALLOW,4E5L£ UNIPORi"I UPLIFT LOAD - POlJINDS PEER I -IN. PT. tIE-DOWN OPACING 4,-lo ;G-8 1-4 8:-0 8-8 5-4 10-0 I0-6 11-4 12-0 12-8 13-4 BEAM 01ZE . REINF. 8 X8 W/ 1- -5 514 508. 431 312 325 2B5 25e 235 215 19e 184 112 8"x8" U)/ 2- "S, -148 611 521 441 Belo B44 3lo8 210 253 232 214 lee 1494 1358 1245 1151 1050 922 81B 134 664 60B 8 513 W/ I- •5 8"ocl6 ° 14e4 1358 1245 1151 1111 1004 e44 8e2 048 111 710 653 UU 2- 5 NOTE: THE BUILDER MAY USE "LOTT5" LINTELS IN LIEU OF "C,45TCRETE'' NOTE: PROVIDE 2"x4" BOTTOM CHORD LATERAL BRACING ® 24" OC. MAX. SECURE TO TOP CHORDS W/ MIN. (3) 16d GALV. NAILS. AND SECURE TO TOP OF BOND BEAM 6 13'-5 1/2" W/ (2) 1/4" x 4" TAPCONS. PROVIDE GALV. METAL OR 50 FELT BETWEEN NON PT LUMBER AND CONCRETE OR USE PT LUMBER AT CONCRETE BEAM CHANGES SURFACES HEIGHT HERE I LATERAL BRACING AT CDV'D (TYPICAL PATIO AREA ONLY? (2) MEMBER END TRUSS W/ WEBS Pam, GBD FOR PLYWOOD, ("TAX 26" BETWEEN WEBS OR STUDS L_______ _ ❑ __T�_�T_T__fir__ _=--- T_�___ PROVIDE 5/e" CDX PLYWOOD SECUREDNAILS ❑ TOP OF \% OND L-'i BEAM F CEILING' L-�O x ❑ TOP OF BEAM V /\ /\ /\ A A A TOP OF [ /\ BEAM m TYPICAL BEAM BEAM/ BEAM 5 9 ` THIS AREA / \ ❑ B'-2' / \ / \ / \ / \ 13'-2" [ - - - - - `- ( ) (-�--fir-- - - \ / \/ \ - -\--! / OND 6 BEAM ' \/ 1212 `\ ` = `\ ; `\ EAM i /\ /` W/ !11 5 CONT. ; `\ I ❑ ❑ ; I \ / ROSE SECTION -� (�/ -- E\/ �\ \ / }_ (- - { - \ / \ / - { B ND RAKE BP RAKED \ VV \ / \ \ / AM CHAN ESF / \ / BEAM CHANGES, HEIGHT H RE BE1,��j AM MIN. 8"x8" W/ (U 5 CONT. /\I \\ n / \ HEIGHT HERE / \ /\oI•( / \ SEE CROSS SECTION // _ �- _ - ----13-5 TOOFA6� ak -5A BONDTBE L -5 BEA OP BEAM \/\\\\ )A /A A /A DETAIL "A13 -5 If2" 1V-5 1/2"--5'_��-_------------ BHEETB _�-_L� _�_L =--F -L_�___i`_- I 904 FLAT RAISED (2) 2"xl2'S "` l 4/12 SLOPED IA CEILING COFFER CEILING W/ PLYWOOD i CEILING AT THIS AREA THIS AREA THIS AREA - \V - - - (FLAT 4/12 SLOPED 9 4 0 / \ I CEI LING CEI ARE CEILING AT THIS AREA \ 3 _ W - - _ _ _ _ _ - _ - - _ _ - - _ _ - _ _ L-8 TOP R BEARING ING WALL maR', +- 1218 3 --- --- ----- - t ---- - - - - -- ---------- -- 4/12 SLOPED ❑ CEILING AT 0 L------ J THIS AREA ------------- - FLAT FLATCEILING CEILING rM,.B"' THIS AREA - THIS AREA -- --- ----- -------- -- ----------------- -- ------ 475 - BEAp 4/12 SLOPED 14 CEILING AT _ _ _ - _ _ - _ _ t i \ i _\ /4/12 SLOPED \ SLOPED CEILING AT j CEILING AT A/ \THIS AREA / \ / \ / THIS AREACLAT EILING / TO"EGrIONS V V V TRUSS A THIS AREA i / \BY iRt196 ENGINEER /\ // (_ �- _ �RAIGED BEAM\ / �4/12 SLOPED \ / \/1D`/ CEILING AT RAKED BEAM 693 \/ MIN. 8"x8" W/ (U 5 GON7.M \\\ THIS AREA MIN. B"x8" W/ !I7 5 CONT. 5 /\ SEE CR056 SECTION SEE GR055 SECTION / \ / \ / \ \/ , �, �, �, \, BEAM CHANGES TT /\ DRE "BEAMS \x BOND L-1 L-IA x❑ ❑ V V PROVIDE A/HAJ TRUSSES W/ MAXIMUI-(\/A HEIGHT AND WIDTH PER TRUSS ENGINEERING cam. /G1 \\ BOND��PL _ �\OR, \ FLAT , _ _ TO 4MPROVIDE 5/8° GDX PLYWOOD FLOOR _ _ _ _ BEAM TOP OF-_562RAKED \ / SCI630R816 TOP OF CEILING N, 8'x U 5 Go,IIT. V 816 RURAKED BEIy, ' n <\THIS MIN. 8"xB" WBEAM tHlS AREA /\ 'L' C 1 L-irJ SEE CROSS SECTION 9 -4" \ / \ GLEE CROSS SECTION J / \ A396 AM CHANGES TOP OF 12) 2"xIVS3L'i0 A BEAM BOND GHT HERE BEAM BEAM '4" / \ BEAM -I- - - - - WHERE TRUSSES HAVE RAISED ❑ ❑ ❑ Q ❑ ❑ 0 ❑ ❑ El T - - - HEELS, PROVIDE Vx4" BLOCKING L- TOP OF- - - - 6 24" O.G. BETWEEN TRUSSES. AND _ _ _ _ _ _ _ �- _ _ _ _ T _ _ _ BEAM PROVIDE 5/8" CDX PLYWOOD - - - - - - ' - - - - - - - - -�j� RAKED BEAM _V-4" - - - - - - - - SECURED W/ Bd GALVNAILS \ / MIN e"x8" W/ (U 5 CONT. s 4" O.C. TYPICAL _ SEE CROSS SECTION OPENING BELOW NOTE: MITER CORNER AND FILL LINTELS W/ lU 5 BAR CONTINUOUS HOOKED AROUND VERTICAL 15 IN LINE DETAIL OPENING BELOW NOTE: MITER CORNER AND FILL LINTELS W/ (U 5 BAR CONTINUOUS HOOKED AROUND VERTICAL 15 CORNER DETAIL LINTEL "BUT7 DETAILS SCALE IR"=I'-0" WHERE TRUSSES HAVE RAISED HEELS, PROVIDE 2"x4" BLOCKING BEAM CHANGES s 24" 00. BETWEEN TRUSSES. AND HEIGHT HERE RAKED BEAM PROVIDE 5/6" COX PLYWOOD MIN. S"x8" W/ (1) 5 CONT. SECURED W/ 8d GALV NAILS SEE CROSS SECTION ® 4" O.O. TYPICAL o ❑❑ El El I TOP OF 4 BOND x\ BEaM ,"L-4\ BEAM /x\ -- %$EAM i `\ i `\ A 596 SEE WALL ; FLAT -/� - ❑ - -� CONNECTION V cEILING \,/ \BOND ❑ '\ DETAIL "A" A THIS AREA /BEAM -\L THIS SHEET TOP OF BEAM TOP OF INTERIOR 1 BEARING WALL ❑ ❑ I I - --- FLAT ------- --� CEILING THIS AREA (2) 2 x12 S W/ PLYWOOD ------------------- ❑ --� BOND BEAM TOP OF INTERIOR -------_---- _ I BEARING WALL ® V-4 1022 TOP OF 1 BEAM SEE WALL-T'T---AT--�-7 -� CONNECTION `V `V' `V ❑ DETAIL "A" A A A ❑ I THIS SHEET- 693 aIt EIL C65; C, \\ THIS AREA i \ i `ING V' a\ I {;---4-�--- ❑ BOND / BEAM TOP of A pBpbND ly__ BEAML L-2 AM J S-4" ' El El El El ❑❑ - ❑ 2) 2"x12'S RAKED BEAM MIN. 8"z8 W/ (1)5 CONT. SEE CROSS SECTION I 4___1 I I ❑ TOP OF ATTIC \ / BOND PROVIDE 2"xb" BOTTOM CHORD I BEAM \ / BEAM I IN THIS AREA, AND PROVIDE FOR OPEN T FOR A/H/U IN LOCATION OVERE LAUNDRY BONDTHIS 4/-' � POWDER ROOM. ATTIC ACCESS 932 BEAM 932 INSIDE LAUNDRY Roots T -- ---�-T-T'-----T-----� i 7-T- T- TT PROVIDE AM/U TRUSSES W/ MAXIMUM \� / \ HEIGHT AND WIDTH PER TRUSS ENGINEERING A A A A L \ \ PROVIDE 5/8" CDX PLYWOOD FLOOR ❑ `V \\ \ / \ V V V TOP OF g�4I u BOND L/ 12 Te \n 1 / \ BENM L-13 / i( 1 El RAKED BEAM NOTE: PROVIDE 2"x4" BLOCKING AT TOP MIN. SI x8" W/ lU 5 CONT. AND BOTTOM CHORDS; AND "X" BRACING SEE CROSS SECTION FOR THE FIRST (4) TRUSS SPACES @ 48" O.G. (SEE GABLE SECTION, PAGE 6 OF THIS SET) FPoof= FLAN SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cwna SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 BFB-08 BF12-09 8F16-0B 8F20-OB BF24-OB 8F28-0B 8F32-08 8F8-1B 8F12-1B 8F16-1B BF20-iB 3F24-1B BF28-113 BF32-1B 2'-10"(34') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 5113 7547 8974 10394 11809 S-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4-0° (46") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'4" (54") PRECAST 599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 p 8672 10294 1 11809 5-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 oar2698 8733 ml 1012jpa) 5-10"(70") PRECAST 1062 1105 1173 1531 2090 3009 3470 1451 2622 4360 7168 .a) 715111q 8328 0 6-6" (76") PRECAST 908 1238 2177 3480 3031 4383 5061 1238 2177 3480 5381103941,m 8825(, 7 -6° (90") PRECAST 743 1011 1729 2632 2205 3191 3685 1011 1729 2661 3898 8467 w 6472ps) 9'-4" (112") PRECAST 554 699 1160 1625 2564 2818 3302 752 1245 1843 2564 47050n 63901471 10'-6"(126") PRECAST 475 535 890 1247 1 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(,)l 4754 4,) 11-4"(138") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1294 1684 1 2193 1 2805 3552 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LOAD TABLE IS BASED ON THE FOLLOWING PROVISIONS V LOADS SHOWN INCLUDE WEIGHT OF FILLED APPROVED MASONRY UNIT. 2) FILL CONCRETE - F'c = 2500 pSI v 28 DAYS. 3) REINFORCING STEEL - A5TM A615 - GRADE 60 OR 40 AS INDICATED. 4) REINFORCING IS PLACED IN THE TOP OF APPROVED MASONRY UNIT WITH 1 1/2" COVER. BOTTOM'. REINFORCING DOES NOT INCREASE UPLIFT CAPACITY BASED ON SINGLE SPAN CONDITION BETWEEN TIE DOIWN POINTS. 5) IF INTERPRETATION OF AGI BUILDING CODE ALLOWS 314" COVER OVER REINFORCING INSTEAD OF 1 1/2'' THE UPLIFT LOADS SHOWN IN THE TABLE CAN BE INCREASED AS FOLLOWS: A) GRADE SO REINFORCING 1) SUBTRACT 5S FROM TABLE VALUES AND MULTIPLY RESULTING LOAD BY US. 2) THEN RE -ADD 55 TO VALUE OBTAINED FROM PREVIOUS STEP FOR NEW ALLOWABLE UPLIFT LOAD, B) GRADE 40 REINFORCING U SAME AS GRADE 60 EXCEPT MULTIPLY BY 1.14. 2) SAME AS GRADE SO. NO INCREASE 15 APPLICALE FOR VALUES MARKED WITH AN OR SEE PROVISION I. 6) SPAN IS MEASURED IN FEET BETWEEN TIE DOWN POINTS CONSISTING OF I *3(MINIMUM) IN FILLED VERTICAL BLOCK CELL. REINFORCING SHALL BE ADEQUATELY EMBEDDED IN FOOTING AND SHALL HAVE A STANDARD 50" HOOK AT MID -DEPTH OR HIGHER IN BEAM. 1) IN SHORT SPAN CONDITIONS WHERE SPANS OCCUR EACH 51DE OF A TIE DOWN POINT THE ALLOWABLE UPLIFT LGADS.ARE LIMITED BY THE LOAD CAPACITY OF THE TIE DOWN. SUCH LOADS ARE INDICATED WITH AN . FOR GRADE 60 REINFORCING AND WITH A ++ FOR GRADE 40 REINFORCING. (Ex) CAST - CRETE LINTEL TABLE GF,,4vITY LENGTH OF LINTEL TYPE APPLIED LOAD (PLF) ALLOWED LOAD (PLF) REMARKS 1 -i.6 8Fi6-I5 <250 2(o61 IA 1-6 8F16-I5 <250 2661 2 5-10 eF16-15 <250 4360 3 5-10 8F19,-15 591 4360 4 5-10 SP16-115 <250 4360 5 10-6 BF16-I5 <25m 1533 5A 10-6 8716-15 <250 1533 6 4-6 8Fi6-I5 <250 6113 1 4_6 8Fi6-I5 <250 6113 8 .4-0 84-16-I5 025 6113 5 13-4 BF16-15 184 1543 10 4-6 8Fi6-15 <250 6113 II 4-/v SF16-15 866 (0113 12 4-6 BF16-15 <250 6113 13 4-6 8Fllo-15 <250 6113 14 11-4 8F33-I5 Slob 4006 9 3-6 SFIlo-1B 811 6113 TRUSS DESIGN CRITERIA APPLICABLE CODE- FL BLOC CODE 2011, loth EDITION CHAPTER 160e, USING ASCE 1-10 WIND SPEED = 110 mph (LILT), 132 mph (ASD) R3 (ENCLOSED), EXF08URE "C" TPI-2001 ASCE 1-10 ROOF TRUSSES: TOP CHORD LIVE LOAD: 30 PSF. TOP CHORD DEAD LOAD: 1 P.S.F. BOTTOM CHORD LIVE LOAD: 10 P.S.F. (NON -RECURRING) �C BOTTOM CHORD DEAD LOAD: 10 P.SF. TOTAL LOAD: * 41 P.S.F. S 1.33 DURATION FACTOR 1. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT, WHICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH 8 RIGIDITY. 3. GENERALLY, WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 4. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 5. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. * 6. ADD 030 LIVE LOAD s BOTTOM CHORD FOR ATTIC STORAGE DOOR / WINDOW BUCK NOTES 2x PT BUCK (MATCH FRAME WIDTH) ATTACHED TO CBS W/ 1/4"x4" TAPCON5 4" FROM EACH END AND 12" O.C. REMAINDER WINDOWS "OiR" I"xPT CUSTOM LUCK (WIDTH OF WINDOW FRAME) ATTACHED TO CBS W/ 'IT'' NAILS o 12" O C: AND WINDOW FRAPIE5 ATTACHED THROUGH THE FRAME, BUCKS AND SHIMS AND INTO THE CBS W/ TAPCONS PER MFG'R. INSTRUCTIONS. DOORS 2x PT BUCK (MATCH DOOR FRAME WIDTH) ATTACHED DIRECTLY TO THE CBS W/ 1/4" x 4" TAPCONS 4" FROM EACH END, 12" O.C. REMAINDER GARAGE PT 2"x6" ATTACHED TO THE C55 W/ 5/8" x 6" TITEN CONCRETE SCREWS DOORS W/ 1/4 x3 STEEL WASHERS 6 FROM EACH END, 24 O.G. REMAINDER WINDOW NOTES I. ALL WINDOWS SECURED TO WOOD BUCKS OR THROUGH WOOD BUCKS INTO C158 AS PER MANUFACTURERS SPECIFICATIONS TO MEET MINIMUM 110 MPH INSTALLATION. 2. DOOR UNIT CHOSEN FOR PROJECT. BUILDER TO COORDINATE EXACT MASONRY OPENING WITH MASONRY SUBCONTRACTOR WINDOW / DOOR SUPPLIER NOTE: SOME WINDOWS HAVE A TOLERANCE OF 1/411 MAX. ADJUST MASONRY OPENINGS AS REQUIRED FOR BUCK AND WINDOW / DOOR SYSTEM CHOSEN. 3. ALLOWABLE SHIM SPACING AND TOLERANCE BETWEEN WINDOW FRAME AND WINDOW BUCK A. LE85 THAN 114" : NO 5HIM REQUIRED B. GREATER THAN 1/4" : CONTINUOUS PAD -OUT OF THE BUCK IS NECESSARY TOP OF CONC WALL (BEAM) CONIC. COLUMN (SEE FOUNDATION PLAN) USP SPTH -"U" STRAP m EACH STUD USP SPTH -"U" STRAP ® EACH STUD DOUBLE TOP 311 PLATES 1211 1211 P.T. PLATES SECURED TO COLUMN W/ 5/8" X 6" TITEN CONCRETE SCREWS v 24'' O.C. W/ 3"X3"XI/4" STEEL W45HERS DOUBLE PT JACK STUDS P.T. 2"X4" OR 2"Xlo" (SEE PLAN) P.T. PLATES SECURED TO COLUMN W/ 5/8" X 6" TITEN CONCRETE SCREWS v 24" O.C. W/ 3"X3"XI/4" STEEL WASHERS NOTE: SEE TYPICAL INTERIOR BEARING WALL SECTION FOR STUD SPACING AND FOR WALL ANCHORING DETAILS -P.T. SILL PLATE �1 1/2" NOTE: SEE FOUNDATION PLAN FOR FOOTING REQUIREMENTS. W7�POMM11 CONNECTOR LEGEND 86 UPLIFT 728 CONNECTOR TYPE NUMBER OF CONNECTORS CONNECTOR SCHEDULE 02-1e-16 I.D. MFG'R CONNECTOR LATERAL FI/F2 UPLIFT FASTENERS FLORIDA APPROVAL STRUCTURE TRUSS 1(r 1 SIMPSON HETAL-16 415/I,I00 1,810 EMBED fl4) I0d X-I/2" m 11413 IA 91 PSO DETAL-16 2,000/1,310 2,480 EMBED (IS) 106 X 1-1/2" 11413 2 USP HLPTA-15 1S(00/1,115 2125 EMBED (20) 10d X 1-1/2'' 1241 3 USP RTI&A 500/9,45 1,350 (S) 106 (9) Imd X 1-1/2" 811 3A USP RTI6-2 655/415 1,160 (5) ad C8) 8d 81 35," USP RTI&YI 630/480 1,355 ' TAPcoNS (9) 10d X 1-1/2" FLIO13S 4,4A,4B CUSTOM WALL BRACKET I/4" THK. STEEL, SEE DETAIL. 5 SIMPSON HUCQ410-8D5 2,510 aNS(VTU) (IL bDb iSEE -10" rwooe) (6) 5DS 1/4'x 2-1/2'' 11468 SIMPSON HUSC412 3,635 (I0) 16d (10) 16d 10655 8 . SIMPSON HD-35 3130 5/8" BO T (2) 5/8" 5OLT5 160 5 SIIMPSON HD-55 4,50S 5/8" BOLT (2) 3/4'' BOLTS 160 9A+ 51MP50N MGT 3,965 5/8" BO T (22) I0d 11410 10" 51MI-SON HD-15 6,645 1/8" BO T (3) 3/4'' BOLTS 100 II . SIMPSON HD-95 %`B20 1/8" BOL (3) 1/8" 5OLT5 160 12 SIMPSON T5 / 5T-22 1215/1420 (5) 16d (5) 16d 10652 13 51MP5ON CB5Q44/66-SD52 5,335/6,85 EMBED (14) 5DS 1/4"x 2" ER5552 14 (2) JACKS WITH (4) TS-22 v TOP AND HD-35 BOTTOM. USE FOUR (5) T522 STRAPS v BOTTOM WHEN STUDS ARE ATOP GIRDERS. IS (3) 2"X6" JACKS OR 4X6 PT POST WITH (4) SIMPSON T6/ST-22 v TOP AND HD55 v BOTTOM USE SIMPSON CCQ64/66 SD52.5 v BOTTOM WHEN 5TLID6ARE ATOP GIRDERS. 16 (2) 5/8"DIA. X 8" LONG POWERS CONIC. SCREWS W/ WASHERS THRU GIRDER LEG -DOWN INTO ADJACENT CONCRETE COLUMN. 11 (3) 3/4" DIA. X 8" LONG POWERS CONCRETE SCREWS W/ WASHERS THRU GIRDER LEG -DOWN INTO ADJACENT CONCRETE COLUMN. 18 SIMPSON CGQ 44/66 SDS2.51 15kao/1,145 1 (14) 5D5 1/44-1/4 (16) SD5 1/4x2-1/4 10,860 19 5IMP50N I LGT2 1 12,150 (7) 1/4 x 2-1/4 TITEN (16) 16d 11,410 20 51MP5ON I ABU 44/66 2,200/2,3005/5 6^ POWERS CONIC. SCREW (12) 16d 10,849 21 SIMPSON HDC I0/22/ I0/4 5,665 T/a x 9 POWERs CONIC. SORE (24 1/4 x 2-1/2 909 IL-10 22 SIMPSON I FGTR/(2)FGTR 5,000/5,40 (2) 1/2 x 5 TITEN 1 (18) 9DS 1/4 x3 11,473 23++ SIMPSON I LGT3 1 13,685 (4) 3/8"x 5" TITEN HD (12) BIDS 1/4x2-1/4 11,410 ALL BOLTS TO CONCRETE TO BE THREADED ROD, FASTENED INTO THE CONCRETE WITH EPCON Y MINIMUM EMBEDMENT 15 6 FOR 1/2' AND 5/8" DIA, 8' FOR 314" DIA. AND I0" FOR 1/BEXPANSION ANCHORS. TWO PART EPDXY OR EQUIVALENT OR RED HEAD LDT CONC. SCREWS. DO NOT USE " ' ' "AND P DIA. BOLTS. ALTERNATE 5/8"x 6" OR 3/4"X 8 RED HEAD LDT CONIC. SCREWS. .. INSTALL 300 FELT UNDER MEMBER (2)HETAL I6 5PACEO 1-1/2" APART IN CONC. (I MEMBER TRUSS) (12)10d x 1-1/2'' NAILS = 2035/2158 UPLIFT (2) HETAL 16 SPACED 3" APART IN CONC. (2 MEMBER TRUSS) (12ASd NAILS = 2500/2100 UPLIFT PER SIMPSON STRONG -TIE LETTER - MULTIPLE EMBEDDED STRAPS - ADDITIONAL 8 e IF TIE BEAM (2)HLPTA-15 SPACED 3" APART IN CONG. = 3500 UPLIFT 0 MUST HAVE 5 NAILS IN TRUSS SEAT ++ ADD 2x6 NAILER v 2 MEMBER GIRDER GENERAL ROOF NOTES I. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFT 4. 952" AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HETAL-16 OR TO WOOD BEARING SURFACES WITH A (USP) RT-16A ALL END JACKS, CORNER JACKS AND HIP JACKS LESS THAN 5 FOOT SPAN CAN BE SECURED TO CONCRETE W/ A SIMPSON "HETA-20" W/ (5)IOd x 1-1/2" NAILS OR TO WOOD WITH A SIMPSON 75-IS" W/ (8)166 NAILS. 2. HIGH PROFILE CONCRETE TILE IS TO BE SECURED WITH TWO 106 NAILS AND A CLIP, OR ALTERNATE APPROVED METHOD, AS REQUIRED, IN THE END ZONES OF THE ROOF. 3. RTI&A AND RTI6-2 CONNECTORS MAY BE SUBSTITUTED FOR EACH OTHER, DEPENDING ON WHETHER THE GIRDER IS A ONE MEMBER OR TWO MEMBER RTI&A'S MAY BE USED TO SECURE TRUS5E5 TO TIE/BOND BM WHERE THE LAYOUT WAS M155ED WITH (4) TAPCONS AS DESCRIBED ABOVE. T622 STRAPS WITH (4) TAPCON5 MAY ALSO BE USED AT AN ANGLE WALL/TRUSS. 4. CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. 5. CONNECTOR VALUES EXCLUDE A 33 e INCREASE IN STRENGTH. 7 N-JF -9 A.I.JI v T LU LIU O UO1 W Ci) Ull R\L LLI d% w 111 (s) z o m co (V Q Z Z Z Uj '(1Q/ 11L cn ( z � 0 NZ q N w Q 0 0 0 U 0 TI � LU _1) a d U) -1 lqC F Z O T m OF W ~ azx i3 r r ILI O IL 0 '\T r- LL vISIONS PROVIDE (1) ROW OF 2'X4" LATERAL N7 BRACING a MIDPOINT OF WALL WALLS 10'-0" HIGH OR LESS (I ROW) WALLS HIGHER THAN 10'-011 _ (2-ROWS) 1/2" DRYWALL SECURE P.T. SILL PLATE TO STUDS W/ "USP" SPTH6 "U" STRAP o EACH STUD "USP° R7-1&A EACH TRUSS 5/a" DRYWALL CEILING SECURE DOUBLE TOP PLATES TO STUDS W/ "USP" SPTH6 "U" ® EACH STUD 2 "X4" SPFw2 WOOD STUDS 6 12" O.G. OR 2"X&" 6 16" 01 (SEE PLAN FOR WALL THICKNE N w 1/21, DRYWALL P.T, SILL PLATE SECURED TO FOOTER W/ 5/0" X &" "TITEN" CONCRETE SCREWS 6 2411 O/C W/ 3"X3"Xi/4" STEEL WASHERS FOR FOOTING SIZE AND REINFORCING STEEL REFER TO FOUNDATION PLAN INTERIOR BEARING PARTITION 1/2" DRYWALL SHOT NAILS 6 24" O.C. PROVIDE 21IX411 BLOCKING 6 24" O.G. �5/S'I DRYWALL CEILING METAL TOP PLATE IF WOOD STUDS ARE USED PROVIDE WOOD TOP PLATE NOTE: CONTRACTOR MAY USE OPTIONAL WOOD STUDS IN LIEU OF METAL 3 5/011 METAL STUDS OR 2 "X41 WOOD STUDS 6 24" O.C- - 1/2" DRYWALL NOTE: USE 5/8" ON GARAGE SIDE ONLY - METAL SILL PLATE IF WOOD STUDS ARE USED PROVIDE PT WOOD BASE PLATE (NON-@EARING) TYPICAL INTERIOR WALL SECTION SCALE 1/2" : 1'-0" 1/4'+ THICK STEEL FIELD FIT NOTE: PROVIDE WATER PROOF COATING AT BOTTOM OF COLUMN UP TO 6" +/- ABOVE SLAB LEVEL TYPICAL ALL STEEL COLUMNS I 0 NOTE: USE 5/8" THRIPIUSH BOLTS PROVIDE II/16" HOLES (TYPICAL) NOTE: WELD OTEEL BUCKET TO STEEL COLUMN W/ 1/4" FILLET WELD ALL AROUND 1-1 4" MIN COLUMN STEEL (SEE PLAN) _OPEN FOR WINDOW -� I I I NOTE: PROVIDE CASTGRETE LINTEL OR POUR SOLID 8" DEEP (MIN) 6 EACH WINDOW SILL II II I II II II II I I I I J J — ----------------- ------------------ BOTTOM OF NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) TYPICAL WINDOW OFENING IN BLOCK WALL DETAIL 2" VENT I THROUGH ROOF / 1 LAV. LAV. TOILET / 2" / 3n 21, SHOWER 21 KITCHEN / 3 3' SINK / 3i 31 DISH 211 / WASHER WASHING 211 MACHINE 211 311 31� 311 LAUNDRY 31 SINK TOILE 311 31 3,1 3�1 I 211 311 CLEAN OUT TO BE I/ LOCATED NO FARTHER THAN 5' FROM THE SLAB EDGE 411 4" PVC TO SEPTIC TANK PLl�1'�5lNCz fief SCR NOTE: THE ABOVE IS A SCHEMATIC DRAWING CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AS REQUIRED FOR FIELD CONDITION AND / OR CODE COMPLIANCE PROVIDE (4) EXTERIOR HOSE BIBBS (SEE PLANS) 2" VENT -] THROUGH ROOF I I "SIMPSON" HETAL-19, PER ROOF PLAN, SEE CONNECTOR 5/8" GDX EXTERIOR GRADE PLYWOOD INSTALLED PERPENDICULAR TO THE ROOF FRAMING, SCHEDULE WITH END JOINTS STAGGERED. NAIL TO TRUSSES WITH ad RING SHANK, GALVINIZED NAILS SEPARATE TRUSS FROM CONCRETE 4" O.G. EDGES AND &" O.G. IN THE FIELD THROUGHOUT ENTIRE ROOF (ALL ROOF ZONES) W/ GALV. METAL SEE TYPICAL NOTE: PROVIDE 2"x4" BLOCKING A7 TOP PT 2"x4" OUTLOOKERS WALL SECTION AND BOTTOM CHORDS, AND "X" BRACING o 2411 O.G. MAX FOR THE FIRST (4) TRUSS SPACES IT 4a" O.C. L% i^M" BLCCKItY 9"n4" CLOCKING ]"e4" ®LOCKINL ] e4 ®LOCKING (5) 16d GALV. 5 "V" CRIMP METAL ROOF (5) 16d GALV. _ NAILS TO BE SELECTED BY OWNER. SEE TYPICAL WALL SECTION ,� NAILS NOTE: INSTALL ALL ROOF PRODUCTS s,/- ,, TRUSSES 6 2411 O.G. W/ PER THEIR N.O.A.'S AND MFG'R. BRACING AS PER MFGR. SPECIFICATIONS FOR MIN. 0110 MPH ', REQUIREMENTS INSTALLATION RAKED BEAM ' ' �� USE ALL THE SAME TYPE METALS MIN. 8"xa" W/ (ll 5 GONT. FOR ROOF PRODUCTS AND FLASHING 5) 16d GALV.,-' - '- 5) 16d GALV. `�' � �� \� NAILS IL ALL VERTICAL STEEL 'l 2" S.P.F. *2 LATERAL BRACING 5/a" CDX EXTERIOR GRADE PLYWOOD INSTALLED PERPENDICULAR TO THE ROOF FRAMING, TO HAVE STANDARD 8 -0" O.C. (MAX.) WITH END JOINTS STAGGERED. NAIL TO TRUSSES WITH ad RING SHANK, GALVINIZED NAILS 0" HOOK AT BEAM kNAIL5 4" O.G. EDGES AND 6" O.C. IN THE FIELD THROUGHOUT ENTIRE ROOF CALL ROOF ZONES) - ----- --- ----- -------------- = 4" BLOCKING 1"x4" B1-1— t'k4" BLOCKING ]'k4" BLOCKING 12 5/511 DRYWALL CEILING 'SIMPSON" HETAL-16 �>,,--� 05 VERT. STEEL, GRADE 60 -� FOR " 5 LAP SPLICE = 30" (MIN.) SEE FOUNDATION PLAN FOR STEEL PLACEMENT 3 1/2" X 3 1/2" X 1/4" STRUCTURAL :OLUMN, PAINTED WE DONT. FILLET PROVIDE (4) II/16" HOLES FOR WELD (TYPICAL) PROVIDE X 6" "TITEN" CONCRETE SCREW W/ METAL WASHER 12" X 12"X 1/2" THICK STEEL BASE PLATE 0 3" TYP' 10" h3" TYP 16" X 16" BASE PLATE DETAIL NTB SEE TYPICAL WALL SECTION OR WOOD CEILING, GONT. PT I"x4" e ENTIRE COORDINATE W/ OWNER CEILING PERIMETER _ a"xa°XI&" CONC. BLOCK — R-4.1 INSULATION � 1/2" DRYWALL — P_T. "X216 m 2411 O.C. ALL VERTICAL STEEL TO HAVE STANDARD 10" HOOK AT BEAM P.T. 1"X411 SEE TYPICAL WALL SECTION \ SEE TYPICAL �- WALL SECTION STEEL COLUt' IN #1 C: A 5LEE LJA I L &ECT I ON Nts SCALE 1/2"=1'-O" PER ROOF PLAN, SEE CONNECTOR SCHEDULE \ SEPARATE TRUSS FROM CONCRETE W/ GALV. METAL HEEL TRL55 BEARING -EL.+ -411 METAL DRIP EDGE I"X2" CEDAR DRIP EDGE OR PT 2"X6" CEDAR FASCIA SLOPE OR OPTIONAL PT NO SOFFIT VENTS CAULK CEMENT SOFFIT OVER HIGH RIB WIRE LATH SECURED W/ 2" GALV. ROOFING NAILS O T" O.C. MAX CEMENT FINISH PRIMED AND PAINTED SURFACE SLOPE "5 VERT. STEEL, GRADE 60 FOR " 9 LAP SPLICE = 30" (MIN.) SEE FOUNDATION PLAN FOR STEEL PLACEMENT NOTE: SEE FOUNDATION PLAN AND FLOOR PLANS FOR VERTICAL REINFORCEMENT LOCATIONS FLOOR SLAB______ EL.+ V-011 SEE FOUNDATION PLAN FOR SLAB / FOOTING SPECIFICATIONS N.T.S. 2' PER TRUSS ENGINEER TOILET SHOWER "ICEYENE" SPRAY INSULATION W/ FIRE RETARDANT INSTALLED PER MFG'R SPECS. FOR MIN. R-IS 2 RTRUSSES a 24'' C.G. W/"X4" S.PF. 2 LATERAL BRACING TRUSSES AS PER MFG'R. O.G. (MAX.) REQUIREMENTS 4 211X4" S.PF. 02 LATERAL BRACING 12 e 6'-011 O.C. (MAX.) P.T. "X4" 5/5" DRYWALL CEILING DRAFTSTOP OR WOOD CEILING, COORDINATE W/ OWNER DOUBLE COURSE BOND BEAM W/ *5 MIN. EACH COURSE, FILL BOND BEAM AND COLUMNS SOLID W/ 3,000 PSI COARSE GROUT CONCRETE CASTGRETE OR LOTTS HIGH STRENGTH CONCRETE LINTEL (SEE LINTEL TABLE) TYP. ALL OPENINGS BOND BEAM CONCRETE NOTE USE MIN. 3,000 PSI COARSE CONCRETE GROUT BOND BEAM PUMP MIX W/ 8" TO II" SLUMP FOR ALL BOND BEAMS AND COLUMNS. WINDOW INSTALLED PER I-IFGR SPEC AND THE NOA SEE DOOR AND WINDOW BUCK NOTES .--WINDOW SILL PER OWNER - PRECAST SILL OR FORM AND POUR W/ CURB a"Xa"XI6" �CONG. BLOCK 4" THICK CONCRETE SLAB (2500pei) i R 4.1 INSULATION w/ &X6 - 10XI0 WWM OVER &MIL VAPOR BARRIER ON WELL COMPACTED CLEAN FILL, POISONED —I/2" DRYWALL FOR TERMITES (MIN. 2500 PSF) — P.T. 1"X2'5 ID 2411 O.G. (NOTE: FIBERMESH MAY BE USED AND IS OPTIONAL) COORDINATE THIS OPTION W/ BUILDER BASE BOARD 6 MIL. VAPOR BARRIER SLOPE AWAY FROM STRUCTURE i SEE FOUNDATION PLAN FOR SLAB / FOOTING SPECIFICATIONS SCALE 1/2"=1'- II li II I ® JI�IIII-II II � I pL v Q } LLI s) Lil 0 LU u 11 NLu Z Lu } LLI �LLI� z� ^` w q z o 4, r m Q W 1-1-I J n Ul � Q 0 Q Q 0 Z LU Lu x f- p IL Q Z V 0 N m LL w 'i ry i r w f IL r d r v x LL DRAWN CHECKED DATE 02-20-19 SCALE ,46 SHOWN JOB NO. SHEET e OF 5HEETS