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HomeMy WebLinkAboutBUILDING SITE PLANSW I (2) #10 5.M5. TOP d BOTTOM e EACH 5W FINISHED GEILIN6 - SEE TYP. WALL SECTION CONT. 25 6AU&E METAL TRAGK5 TOP 4 BOTTOM W/ (1) 010 VMS 0 24" 0/0 2X4 Enos a 16" O/C W' TYPE 6YP51M WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ P LONG BUGLE HEAD SGRBNS TO EACH SIDE a W 0/G CONT. 25 6AU6E hfETAL TRACKS TOP 4 BOTTOM hVP.T. 2X4 SOT PL. CONIC. FLOOR SLAB 1/4" 9-1/2" TAPGONS 0 24" O.G. OR HILT/ PINS .145" DIA x I'16. 0 16" O/C W/ I" WASHERS TYPICAL INTERIOR PARTITION SCALE: 5/4' = I'-O" (2) #10 5.M5. TOP d B07TOM e EACH 5TVO FINISHED G:IL1N6 - SEE TYP. WALL SECTION Ix4 MIN. BLOGKIN6 e CABINET LOCATIONS. FASTEN EA END TO O STUDS W/ () #10 S.M.S. EA 2X4 57UD50 16' 0/G 1/2' TYPE 6YP5UM WALLBOARD O APPLIED VERTICALLY d ATTACHED W/ 1' LON6 BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/6 GONT. 25 6AU6E I -FETAL TRAGK5 TOP 4 BOTTOM KP.T. 2X4 SOT PL. GONG. FLOOR SLAB 1/4' 3-!/2' TARGONS a 24" O.G. OR HILTI PINS .145"DIA x I' L6. 0 16" O/C D% 1" XASHER5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING 5GA1.l�: 3/4' = 1'-0" CALCULATIONS AIR CONDITIONED AREAS SECOND FLOOR 1172 SF GROUND FLOOR 2766 SF 3938 SF NON CONDITIONED AREAS PORCH 25 SF 3 CAR GARAGE 850 SF COVERED BALCONY 143 SF GROSS AREA GROSS AREA 1018 SF 4956 SF 4" THICK CONC. SLAB (26'xO" x 20'-0') LOCATION BY OWN�� 'ii AA A-5 1 I: T-10 1/2" 1, 15'-& I/2" 1 1 i'-11 I/2" : 1 5'-2" 1 5'-1" 1 1 2'-a" 1 , )'_a" I IIA I ® � 0111111111111111111111111110 ::n MO.) F R VTW SFWS. UB OUT 19 N � r 0 0 O 1111111111JIMIlI0100 I LINE OF BALCONY ABOVE � :p N , — BEDRM 2 10'-0" CL6. „ r„ IS -S LINE OF GONG BEAM ABOVE ------------- W-6" 4" WIDE 010 2 — I I I — �i r I O n ry T40 56" D.V. I E ri F. 201 HIGH HEARTH PER .G.R. 2017 TH EDIT. F.B.C.R. (51"w x 30 M.O. VERIFY IWMANUF SPECS. GREAT GROOM6. 21'-0" TO 22'-O" 32'-3" I I I I MASTER BEDRM I 10'�O" TO III-00 I 15'-5" O WOOD EiEARIN6 = O {- O � 008 4"� i I 1 b'-11" O I N I i 3'-1" 8' " 5' I G 5 I 0 — I LINE OF B NY ABOVE 1s o m 3— — — — — — 91 BOX OUT AROUND P.r. 0 o Wro1 m 12V P IITH DRNEEDED 4 016 —IBY Q b' Q b-3� I 015 m ;,o o� GLG. I I qVST AR 56" — — — Q IRED) RC 5 e T5 I" E 10" THE DS F.H. LF CAB q / ° q-6"ELECT — =�6,_ ,. ,I5 5H — N N 5'-2i 3 11 p PWq 101-0 C ROLL I 5HON� p ;S o 013 T D— COL.m II I F.HT, FAUX TEN 2------- CWm _ I I ry 023 0 0 0 I I r b' 012 022 I I FOYER I I HIGH GL6. 5'-0" I , 1 8 4 i- 3-5 8 2 umi 'I o09 l � I II 8'-'I" 4'. I Q -O' I b'-O' © / IBAT� L-TUB DRYER L AUND 101_0 GL6. a 007 O ° ry m 0 4" LOW WALL 13- I I I 22 METER d DISCONNECT. EXACT LOCATION 6.GbPANEL I — — — _ X� O Q ITCHEN� 10'-O" GL6. in -0�� O 2'_ " �I I I REF. I I m— 'ISLAND ELEG. 24-------- "A" d "B" 4' WIDE NON BEAAHU #3 WV.WALL W R-I I MIN. AIT5DISCONNECT 6H 51 IHAN61N6 IN 6A — — — — — — L-------- 4" WIDE WD INS WALL VVR-II MIN. B BOA EACH i 4 T'OI 10° T.O 4 DE W OLIMS 4 HOOD 0" 6A5 LINE REO O DBL LO OVEN MIG c 011 PANTRY 42" HI6F{ H F 6. /. T �—TANI I b" WIDE WD BEAR N6 — — — — — — — W-II MIN. BATS ft GYPSUM BOARD — WALL THK H SIDE.846 A5 W.H. EE STEEL COLUMN IN51 WALL PARTITION DE NON BEARING WALL MIN. 5ATT5 W/)2' TW WM BOARD EACH SIDE: 6 10"DIA DINING RM ob" 61-6 ry _ " 12 4 004 -------------- b" Wfit I I OYIP I 23'-2 _ a 0 I 3 CAR GARAGE6. n — — (5/6' TYPE 'X D.WJ --- _PORCH"/J ry.- — — — — — — — — — 1W DNBTA)R L It : 4T J I STEEL COLUMN INSIDE WALL PARTITION Q 001 b" WIDE 00 W/R-II MIN. BA GYPSUM Bo 0 ® 8 N& WALL N' CiLOS. I n O 5 W/Y2' THK 0 M 10'-0" GL6. Of EACH SIDE. I I I 4" WIDE WOOD BEARING O O OJ. OFFICE U 12'-0" GL6. 14 12 a; iv = m — B 0 10 L6. — — — — _ 1 N O 00 O 4 o O O 6 t0" � Q in ry 0 v4 I I I --------� 00 0 2 00 00 O a, 3 9 10 11 3'-O" STONE SELECT 3'-0' ON BY 0 00 00 3 NOTE: ALL INTERIOR DOORS O �-51`01`E VE Y OWNER iImi7 b'-T. FAFM9 "qw -T'-2" IMo-'WMWGUI�-�N F1Le COpl SCANNED BY St. Lucie County revisions no. date ADDED Brd AHU IN 6ARASE 2/6/2020 RELOCATED AHU #1 4 #2 2/6/2020 UPDATED HVAG PLANS 2/6/2020 ADDED 5rd A/G COMP 2/6/2020 designed AN drawn PAR checked AN date 3/5/19 scale 1/4" = I'-0" (U.N.0) job no. P2K-lb-0104 . MAR ENGINEER OF RECORD QLA Quantum Englnowing Awsciatw Inc. SPw1ura1Bwweer[ng& Cost Segmgaaon 300 AVOM OF GIAI PKM PAW WOM OAWft HCWDA 33410 V Shawn M. Stambaugh, PE FL UC. 61850 — C.A. 26210 PROJECT U � Z 'r LIJ �'® Q V J F— W O O J 0'- (-) LL_ `I ZWF- d O � z Z Q Q Q O o = z W C) CD ctf W U) I- — W 000, Uj�� Q J W -J U) m BUILDER INFORMATION x 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000HOMES.COM WO v Z a C4 SHEET INFORMATION drawing FLOOR PLAN sheet A-1 WINDOW SCHEDULE MARK TYPE STYLE SIZE M.O. D.P. NOTES W H WIDTH HGT + - 001 T.G. PICTURE ARCHED T-0" 1 5141 37" 63.5" 41.79 55.21 002 SH25 SINGLE HUNG 3'-1" 5'-311 7511 63.5" 39.86 43.49 003 SH25 SINGLE HUNG X-1" 5'-3" 75" 63.5" 39.86 43.49 004 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 91" 95.5" 37.92 141.56 005 SH26 SINGLE HUNG 3'-1" 61-4" 91" 95.5" 37.92 141.56 006 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 9111 95.5" 37.92 141.56 007 F.G. TRANSOM 7'-611 V-7" 9111 95.5" 37.92 41.56 008 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 95.5" 40.36 44.0 009 F.G. PICTURE ARCHED T-1" 1'-7" 38" 95.5" 40.36 44.0 010 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 95.5" 40.36 44.0 011 F.G. PICTURE ARCHED 3'-1" 1'-7" 381, 95.5" 40.36 44.0 012 SH26 SINGLE HUNG T-1" 61-4" 38" 95.5" 40.36 44.0 013 F.G. PICTURE ARCHED T-1" 1'-7" 38" 95.5" 40.36 44.0 014 SHH33 SINGLE HUNG 2'-2 1/2" T-2 1/2" 27.5" 39" 42.92 57.47 015 T.G. PICTURE T-11" 31-111/2" 48" 48" 41.79 55.21 Obs. 016 SH26 SINGLE HUNG T-1" 61-4" 38" 76.511 40.99 144.62 017 SH36 SINGLE HUNG 4'-5" 614" 107.5" 76.5" 38.16 47.96 Egress 018 SH36 SINGLE HUNG 4'-511 6'-4" 107.5" 76.5" 38.16 47.96 019 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 40.36 44.0 020 SH36 SINGLE HUNG 4'-5" 61-4" 54" 76.5" 40.36 44.0 021 SH36 SINGLE HUNG 4'-5" 61-4" 54" 76.5" 40.36 44.0 Egress 022 SHH34 SINGLE HUNG 2'-2 1/2" 4'-2 1/2" 27.5" 51.25" 42.92 146.56 1 T.G. Obs. 023 SH25 SINGLE HUNG 3'-1" V-3" 7511 63.5" 39.86 43.49 Egress 024 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 39.86 43.49 025 ARCHED F.G. PICTURE ARCHED 2'-0" 4'-0" 24.5" 48.5" 42.92 57.47 026 F.G. PICTURE 4'-5" 6141 54" 76.511 40.36 52.36 027 F.G. PICTURE 4'-5" 61-4" 54" 76.5" 40.36 44.0 028 F.G. PICTURE 4'-5" 61-4" 54" 76.5" 40.36 44.0 029 F.G. PICTURE 4'-5" V-4" 54" 76.5" 40.36 44.0 030 SH25 SINGLE HUNG 3'-1" 5141 38" 63.5" 41.79 45.43 031 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.51, 41.79F55.21 Egress 0 DOOR SCHEDULE MARK STYLE DOOR M.O. I D•P• NOTES WD HGT Width HGT + - 001 DOUBLE EXTERIOR 6'-0" 8'-0" 78" 100" 38.43 42.07 002 DOUBLE EXTERIOR 6'-0" 8'-0" 78" 99" 38.43 42.07 French 003 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 41.13 004 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 41.13 005 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 46.61 006 SINGLE 2'-8" 8'-0" 20 Min dr w/closer 007 SINGLE 3'-01, 8'-0" 008 SINGLE 2'-8" 8'-0" 009 SINGLE 2'-6" 8'-0" 10 DOUBLE 5'-0"11 SINGLE 2'-0"8'-0"12 r SINGLE 2'-8" 8'-01113 SINGLE 2'-011 8'-0" 014 SINGLE 2'-6" 8'-0" 015 SINGLE 2'-0" 8'-011 016 SINGLE 2'-8" 8'-0" 017 POCKET 2'-61' 8'-0" 018 POCKET 2'-6" 814" 019 SINGLE 21-4" 8'-0" 020 SINGLE SHOWER 2'-011 7'-0" Std shwr dr 021 POCKET 2'-6" 8'-0" 022 SINGLE 2'-0" V-0" 023 SINGLE 2'-0" 8'-0" 024 SINGLE 2'-8" 6'-8" 025 SINGLE 2'-6" 6'-8" 026 SINGLE 2'-6" 6'-8" 027 SINGLE 2'-0" 6'-8" 028 SINGLE 2'-8" 6'-811 029 SLIDING DOUBLE SHOWER 5'-0" 6'-8" Stnd height 030 SINGLE 2'-8" V-8" 031 SINGLE 2'-8" 6'-8" 032 SINGLE 2'-8" 6'-8" 333 SINGLE 2'-6" 6'-811 034 SINGLE 2'-6" 8'-0" 035 SLIDING DOUBLE EXTERIOR 8'-0" 8'-0" 96" 96" 37.92 41.56 French w/1.5" Riser 036 SINGLE EXTERIOR 2'-8" 8'-0" 99" 37' 40.36 44.0 Fr dr 037 SINGLE 2'-8" 1 6'-8" insula Acc. Dr. revisions no. date ADDED 5rd AHU IN 6ARA6E 2/b/2020 RELOCATED AHU #1 4 #2 2/6/2020 UPDATED HVAC PLANS 2/6/2020 ADDED 5rd A/C COMP 2/6/2020 designed AN drawn PAR checked AN date 5/5/19 scale 1/4" = 1'-0" AND) job no. P2K-18-0104 . MAR ENGINEER OF RECORD QLA GuIna &ftctaralEhgtaeertag & Cost&,mgatwn P" K" WAMM' M &"Is N Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 PRdJECT LU U � Z a W a Q U) f- oo_J w J z0=z Z Q Q Q O o = z w L) CV U) F- --I w Q � LO � Q J � JJ C m BUILDER INFORMATION 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PACE2000HOMES.COM %V O 0 C O Z �C_ SHEET INFORMATION drawing SECOND FLOOR PLAN sheet A-2 t I ExAld L - - - - - - _I - - - - - - --- I revisions no. date ADDED 5rd AHU IN GARAGE 2/b/2020 RELOCATED AHU #1 4 #2 2/(2/2020 UPDATED HVAC PLANS 2/(2/2020 ADDED 3rd A10 WIMP 2/b/2020 designed AN drawn PAR checked AN date 216Aq scale 1/4" = I'-O'(UN.0) job no. F2K-16-0104. MAP PROJECT W C) z W 0 V) OW < 0 1 W (-) LL. .J z Lu .J 0 CK ) < U) < 0 3: 27- uj (-) Lu U) C/i L0 C) ��)- Lu ::D < Q 0- 02 U) 00 BUILDER INFORMATION AMP 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM WO V0 EO ate_ SHEET INFORMATION drawing MECHANICAL PLAN sheet M-1 revisions no. date ADDED 5rd AHU IN 6ARA6E R =AIED AHU #I 3 02 2/b/2020 2/6/2020 UPDATED HVAO PLAN5 ADDED 5rd A/G comp 2/6/2020 2/b/2020 designed AN drawn PAR checked AN date 2/b/A scale I/4" = P-O" (U.N.0) job no. P2K-18-0104 . MAR 6; OJECT W U Y Z W 0- 0 a U) W oo J W U u- J z o? x d z Q Q -17 Q O CD z U) W U o CV § Q 1-- -J W Q J H d OJ U) m UILDER INFORMATION 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM %U VO ' v CO Z am C*J SHEET INFORMATION drawing SECOND MCHANICAL PLAN sheet M-2 revisions no. REVISION AdO3 311 j CALCULATIONS AIR CONDITIONED AREAS SECOND FLOOR 1172 SF GROUND FLOOR 2754 SF 3926 SF NON CONDITIONED AREAS PORCH 25 SF 3 CAR GARAGE 850 SF COVERED BALCONY 143 SF 1018 SF GROSS AREA GROSS AREA 4944 SF r i- M-] MFJ' rt• W "P AA 4' TMCK CONC.. SLAB (26'x0° x IZ-O' A 5 LOCATION BY CROZ 1 1 Il M 0 WAR! 1\►i -- �IIIIIIIIIIIIIII! HE WA VASSMM06 am STUB OUT IF K 16 WAVE 6A6 SIRE -- FLU5H f•EARTH FEER FBLK 2011 6TH EDIT. COFr- H16H CL6, t 21'-0' TO 22'-O" t v 11 1 '5°VLOw K&U 1 G BAT 1s LA l I w I _ _ I UN l 1 n I I RI ITCHEN ExasrL .+ L.m 6ac240sY _ 1 PANEL. "A' S '6' � MI PANE EACH SIDE Q O O -- — — — / 1.0 1 410° O 012' I i / 6A5000KTOP I `• fl �j w16A6 OVEN 6LA p V HXV ABV. 1 003 I l� 011 ( I �� Y d' MICRO I 19'-b O 104 DA AUX G — — — -- -- -- ------ wG 4- I I 1 LA'�J DloINaM II ppnq I ® u� I I 3 CAR GARAGE o I 12'-0• as. (AFi', — — — '-•' — — — "(5I8' TYPE '%' D C A-5 I II - I 005 I t L - I I 1 2 3 1 BY CKER UP 5 SH 017 41 FOYERI 012 21'-O" G1.6. PORCH a Io'-o• cL6. m ---- 016 15 X 14 014 y12'-O• 6. M GtlDiXtC)h1 l �. BY ORER 10 30 _-L-L I CLOS. a I 101-0' CL6. I (bxU L IR 15 11 of All dimensions and specifications on this plan are preliminary, conceptual, and may not reflect final dimensions, features, and specifications. Structural, mechanical, plumbing, and electrical engineering have not been finalized and may affect the plans. Availability, pricing, and plans are subject to change without notice. JAN 0 7 2020 ST. Lucie County, Perr designed AN drawn PAR checked AN date &MAD scale 1/4' = I' 0° 0.10) job no. P2K-18-0104 . MAR W Z W U .J t� O O T U Q a G m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PACE2000HOMES.COM � o 1 Goa 11 drawing SCANNED BY St. Lucie County 1g63-()y47 sheet PASTURE LAND 4' HOG WIRE FENCE N 89'27'39"E 313.33' FLOOD ZONE x LOCATION MAP FD.I.R.& C. 10' WIDE PUBLIC UTILITY EASEMENT FD, I.R.& C. (L B 6 6 7 4) — �� — — — — — — — — — 7 (LB6674) z EDGE OF WATER— — T �� o I L61 94 / I .VACANT" N � P 1 0 oI LO m 100 (n O 1 —PROPOSED POTABLE WATER I O li / WELL HEAD 16, O 37g9' 2�3\.08' / 85.66 40.00, 3671 25.34' SB . 8000 �F SB PROPOSED" STORY RESIDEV g +n \PROPOSED° 47, FIN_FI .S.58' 83.33' O AWATION o No / 2.33o SB q HAM6.ER CONCRETE APRON WALK & DRIVE 7.0''s i" FIN.FL.EL.� o73X7 N8.�7 u w i 85.__1 60.00' o 60' $ 1600 SF SB 7�13.66 6 > AVAILABLE I S ro FOR INSTALL OF O.S.S.D.S. 40.00' 6o.DD' L _ 40'_ — J SB 11.5' COVETED ENTRY ro CONCRETE CL APRON (n N 45' O O a }01; e y05 to ED W 12 0 0 0 z a 15' WIDE DRAINAGE DITCH GRASS ROAD FD.MAG NAII _ & DISK (LBI BASE OF BEARINGS (PLAT) ) j —18" METAL+ / CULVERT S.W,,o.QNAVION ROAD S 89'27'39' W I ;j � ps faP'V p to !i II p ZNG, g TECH. F.P.L 12' }91; t TRANSFORMER r-18" METAL — �i-10' WIDE PUBLIC UTILITY EASEMENT —�� 313. 20' FD.MAG NAIL & DISK "66 41 _ 60' WIDE ROAD EASEMEP LOT 96 HOUSE WELL AND SEPTIC 'OUT OF RANGE" 40 0 40 80 120 1 ® ® M_- Scale 1" — 40' LEGEND: P. = PLAT N1. = MEASURED C. = CALCULATE D.=DESCRD'TKYI I.R.& C. - [RON R)D AND CAP W.C. = VASTNESS +:ORNER C.M.=CONCRE.T". MONUMENT I.P. = IRON PIPE N. & D. = NAIL AND DISK P.P. = POWER POIE L.P. =LIGHT POIi:, O.H.W. = OVERM,AD WIRES ASPII. = ASPILAL" PAVEMENT F.P.L. = FLOW]),, POWER & LIGHT FD. = FOUNT) P.C. = POINTOF CURVE P.T. = POINT OF IANGENCY P.C.C. = POINT OP COMPOUND CURVE P_R.C. ,POINT Ole REVERSE CURVE P.O.R. = POINT Ot ]BEGINNING P.O.C. =POINT OY COMMENCEMENT CfL = CENTERLIM, RNA = IUGDT OF WAY P.R.M. = PFUNTANEN'I' REFERENCE MONUMENT P.C.P. = PERIVIANN NT CONTROL POINT C.A. = CENTRAL ANGLE (DELTA ANGLE) TIP. = TYPICAL CONC. = CONCH)'TE SR = SETBACK R - RADIUS DESCRIPTION: (SUPPLIED E!Y CLIENT) LOT 95 OF "TREASURE COAST AIRPARK", ACCORDING TO THE PLAT THEREOF, AS RECORDED !N PLAT BOOK 26, PAGES 18, 18A THROUGH 18E OF THE PUBLIC i=;c':(RDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN LUCIE COUNTY, FLORIDA. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #S - 5t-,- I97_01ZU B, Well #59 -2-91,*& Date: Revievw4r: ` C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 ,--(ESTABLISHED A 985Y) CLINTON A. MITCHELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) 1536.65' (PLAT) TO P.R.M. INTERSECTI(N 1536.73' (MEASURED) OF NAVION RD. & TWN BEACH RD. JULY 12, 2018 NOT VALID: WI'IFlOu7' TBE SIGNATURE AND TI-MORIUINAL RAISED SEAL, OF TTU-FLORIDA LICENSED 81 JRVF.YOR AND MAPPrik (ICA C 5J-77) ADDITIONS OR DELET'fONS TO SURVEY MAYS OR RE -PORTS B y 0'1"PLER'I HAV'd 7'HL SIOIVI'N(j PAR I IS PROEL!EI'1'Ff) WfTF-j(jUr I'IIF 1A42ITT'RN CO'NSENTOF TFR3SfCrDf➢J(,PARTY (AA.C. 5J-17). DRAWN BY: C.A.M. APPROVED BY: M.E. REVISIONS C.A. .MITCHELL AND ASSOCIATES, INC. PROJECT SHI NAME SHT. NO. DATE; DULY 2018 Pam, Na, 4808 PROPOSED HOUSE, HANGER, SEPTIC &WELL 1/21/2019 C.A.M. LAND SURVEYOR'S*MAPPERS*GEOMATIC CONSULTANTS LOT 9 OF TREASURE COAST AIRPARK, ST. LUCIE COUNTY, FLORIDA. E BOUNDARY AND TOPOGRAPHIC SURVEY OF4808 4808 DwG, File name: C:\EPSA\4808 _ 759 S.W. SOUTH MACEDO BLVD.,PORT ST. LUCIE, FLA. ONE 772-878-7547 CALCULATIONS AIR CONDITIONED AREAS SECOND FLOOR 1172 SF 13ROUND FLOOR 2766 SF 3938 SF PION CONDITIONED AREAS j'ORCH 25 SF i CAR GARAGE 850 SF �,OVERED BALCONY 143 SF 1018 SF GROSS AREA _,.SROSS AREA 4956 SF Q 4 N 4 4 1 METER 6 11 15GONNEGT. EXACT LOCATION BY 6.6. x C A-5 Le; AA 4' THICK GONG. SLAB (26'xO' x 12-0") A-5 LOCATION BY OWNER I T-ll 1/2" 5'-2" 5'-T" 5'- " 12'-O" 8'-2" 2'-4" 2'-91/2" 2'-91/2" (145'x14. ' MO) FOR SEE 5PE 5. 6A5 BBO STUB OUT 21 HB 20 02 HOOK B 19 18 17 -I iv iv I _ T6036" D.V. I I 6" HICH RAI HEARTH PER 010 F.B.G.R. 201-1 TH EDIT. M.O. VERIFY 2' #11 I W/MANUF SPECS. I I 1 o GREAT 41 I MASTER " — — — —LINE OF CONG BEAM ABOVE — — _4 I I N_ ROOM BEDRM — — — — — — — ' BEDRM 2— I p COFF HI6H GL6. 1 21'-0' TO 22'-0" _. 10'-00°FTO IIb" 10' 8 66. I 10 008 1 009 I I.I I I m V-T' 4' 4"'p -O' (b'-O' L-TUB 4" LOW WALL BE IN G I I BAT LAUND 10'- L6. WA j 10'-09GL6. I — — —1— — �X — -- -� „ �—-------J - rvII e i / WR N YER 007 m N .11 I REF I Io C H 6 N rn 5W 24i 0IA° 017 R-II MIN. BATTS WYs" PANEL "A 6 "B" 7SOL6, I.O' THK YPSM BOARD OO 5-5 " 51" — — — — — — — II 4 10 O I� 15 m 1.0111 ISLAND W BLUES ,9� iEACH AR 36" L 018 I N5)6A5 RANCE OP 019 6 HOOD (I" 6A5 LINE Rt IRED) I 6 15 " E G 10` TREAD5 I F.H. r LIP 4V� I— -MA-STER — — — 011O I PANTRY _ - m' n BATH I O 1 � - GOFF GL6. a -6" r DBL Love. OVEN HIG m — l0'-0TO 11-0' <t Imo'( 3 II b_� __- ------� PWQ" 10-01, C I ROLL IN SHO RTER 03 `t --------� — — — — — — — -------- 2" V-4" N - I I \ i. 1 02 RAI 1 m I I 014 ' \ I! `.,� \ = F.HT. T.6 t G D AUX COL !! ENGLO5. " P 6BA I I \ ._� 021 W/TROUGHDRA — — — — — — 10' DIA WC DINING M 023 10'-0" GL6 N _ 012 022 FOYER O iti 21'-0" GL6. - ° I — II ;+ I I 23'-5" 13'-O" 3t_5" 8-2 _ — fV —I N I CLOS. 6 I N in 001 '0" GL6. a 3 CAR2GoAGRAGEg ELIR --------� (5/b'TYPE'X'D. PORCH i m " ' 10-0GL6. --------- FiLLONSTAIR Li LT.. J — — F':-ICE 14 GL6. I 4 5 TON 12 I �F 9 `3 10 I 11 \-STONE E � I SELECT ON BY 0 ER 2 3 P I Q " NOTE: ALL IN IOR DOORS ARE PANELED 1 STONE VD EER SELECTION BY OWNER AA '11A-6 4'_4" 6'-O" 4'-4" 3'-q" 4'_5" 2'4" TO'-O" r N --1- ry r i- F.6. ABV FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS & Well #59 -a 14(a Date: 2- (D 19 Review63r revisions no. date designed AN drawn PAR checked AN date 11/4/Ib scale 1/4" = I' -ON (U.N.o) job no. P2K-I5-0104 . MAR ENGINEER OF RECORD PROJECT i I -uf i I U LLJ 0 ' V) W J z Z O � O O N 1 1. V 4< d BUILDER INFORMATION r, 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000HOM ES. COM am 0A SHEET INFORMATION drawing FLOOR PLAN sheet A-1 0 WINDOW SCHEDULE MARK TYPE STYLE SIZE M.O. D.P. NOTES H WIDTH HGT + - 001 T.G. PICTURE ARCHED F31A 5'-3" 37" 63.5" 002 SH25 SINGLE HUNG 5'-3" 75" 63.5" 003 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 004 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 93" 98" 005 SH26 SINGLE HUNG 3'-1" 6'4" 93" 98" 006 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 93" 98" 007 F.G. TRANSOM T-8" 1'-8" 93" 98" 008 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 98" 009 F.G. PICTURE ARCHED 3'-1" 1'-8" 38" 98" 010 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 98" 40.08 51.32 011 F.G. PICTURE ARCHED 3'-1" 1'-8" 38" 98" 012 SH26 SINGLE HUNG 3'-1" 6'4" 38" 98" 013 F.G. PICTURE ARCHED 3'-1" 1'-8" 38" 98" 014 SHH33 SINGLE HUNG 2'-2 1/2" 3'-2 1/2" 27.5" 39" 015 T.G. OPAQUE PICTURE 3'-11" 3'-111/2" 49" 48" 016 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 76.5" 017 SH36 SINGLE HUNG 4'-5" 614" 107 76.5" Egress 018 SH36 SINGLE HUNG 4'-5" 6'-4" 107 76.5" 019 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 020 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 021 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" Egress 022 SHH34 SINGLE HUNG 2'-2 1/2" 4'-2 1/2" 27.5" 51.25" 40.08 51.32 023 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" Egress 024 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 025 ARCHED F.G. PICTURE ARCHED 2'-0" 4'-0" 25" 48.5" 026 F.G. PICTURE 4'-5" 6'-4" 54" 76.5" - 027 F.G. PICTURE 4'-5" 6'-4" 54" 76.5" - - 028 F.G. PICTURE 4'-5" 6'-4" 54" 76.5" - - 029 F.G. PICTURE 4'-5" 614" 54" 76.5" - - 030 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 1 Egress 031 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 1 63.5" 1 Egress 0 DOOR SCHEDULE MARK STYLE DOOR WD HGT 6'-0" 8'-0" 6'-0" 8'-0" 9'-0" 81-0" 9'-0" 8'-0" 9'-0" 8'-0" M.O. D.P. NOTES Widih 'tIGT + - 78" 100" 001 DOUBLE EXTERIOR 78" 99" French 002 DOUBLE EXTERIOR 36.47 44.10 003 OVERHEAD 36.47 44.10 004 OVERHEAD 36.47 44.10 005 OVERHEAD 006 SINGLE 2'-8" 8'-0" 20 Min dr w/closer 007 SINGLE 3'-0" 8'-0" 008 SINGLE 2'-8" 8'-0" 8'-0" 009 SINGLE 2'-6" 8'-0" 010 DOUBLE 5'-01, 8'-0" 011 SINGLE 2'-0" 8'-0" 012 SINGLE 2'-8" 8'-0" 013 SINGLE 2'-0" 014 SINGLE 2'-6" 8'-0" 015 SINGLE 2'-0" 8'-0" 016 SINGLE 2'-8" 8'-0" 017 POCKET 2'-6" 8'-0" 018 POCKET 2'-6" 8'-0" 019 SINGLE 2'-4" 8'-0" 020 SINGLE SHOWER 2'-0" 7'-0" Std shwr dr 021 POCKET 2'-6" 8'-0" 022 SINGLE 2'-0" 8'-0" 023 SINGLE 2'-0" 8'-0" 024 SINGLE 2'-8" 6'-8" 025 SINGLE 2'-6" 6'-8" 026 SINGLE 2'-6" 6'-8" 027 SINGLE 2'-0" 6'-8" 028 SINGLE 2'-8" 6-8" 029 SLIDING DOUBLE SHOWER 5'-0" 6'-8" 030 SINGLE 2'-8" 6'-8" 031 SINGLE 741 6'-8" 032 SINGLE 2'-8" 6'-8" (Taller) 033 SINGLE 2'-6" 6'-8" 034 SINGLE 2'-6" 6'-8" (Taller) 035 SLIDING DOUBLE EXTERIOR 8'-0" 8'-0" 96" 81" French 036 SINGLE 2'-8" 8'4" 34" 81" French 037 SINGLE 2'-8" 6'-8" 1 33" 81" Insul. Acc. Dr. revisions no. date designed AN drawn PAR checked AN date 1114116 scale 114N = r-Om (U.N.0) job no. P2K-16-0104 . MAR 1 PRO W z W 0 W J Z J — Q o a 2 0 04 U) U Q d a m BUILD, �INFORM�TIb,� . �,` 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W Ww. PACE2000HOMES.COM C+J �d. Ali drawing SECOND FLOOR PLAN sheet A-2 GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTES 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER I. THESE PLANS WERE PREPARED UNN6 THE FLORIDA BUILDING CODE 2011 EDITION. I. CONCRETE UNITS TO BE ASTM C q0-14. A5i M 6RADF5 NI OR NIT. PROVIDE PRECAST I. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED CONSTRUCTION MANUAL" A5 PUBLISHED BY THE ANERIGAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P4L. THE LOCATION OF SERVICE AND SHALL I. FLOOR SLAB TO BE 4° THICK POURED CONCRETE SLAB WITH X X WI. CONSTRUCTION. LOCATE METER a PANELS AS REQUIRED. WJ^LM. ON b MIL VISCdUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL FLL PREE TREATED LINTELS A5 NECESSARY. (H'Yn = 1500 PSI) FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. FOR TERMITES. HAM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55LIRE TREATED. 2, ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMENTS. 2. MORTAR TYPE M PER A5TM G 210-12a. DEPTH AND MUST BE SUPPORTED AT 3-0" O/G EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3' STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL ECd11Pl-LENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETNIEEN THE CONCRETE OR OTHER 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 3. CONCRETE FILL (HVAG, EH4 ER) WASHER/DRYLOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.C. CEMENTITOUS MATERIALS AND THE WOOD A5 PER CODE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL B. 2. ALL REINFORCING STEEL TO BE GRADE bO. MECHANICAL CODE. COPPER OF EQUAL AAPACITY. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 0. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 3. GODUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS BRID&IN& USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT FULL RE5PON5ABILITI' FOR ANY ERRORS OR OMISSIONS NOT PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKCHAR5E5 WILL NOT BE OTTBRV4I5E NOTED. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10--0-, AND ALL OTHER LOCATIONS PER COLLAPSE OR DAMAGE. AGGEPTED. DO NOT SCALE DRAWINGS. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. FBLG SECTION R302.11. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4. FOOTING DE516N BASED ON AEGO-ED 501L BFARIN6 CAPACITY OF 2500 P.S.F., 11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND CONSTRUCTION. 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWIN&5 AS REQUIRED BELOW. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY G. ALL CONCRETE SHALL BE OF A FLUID C.ON5ISTENGY WITH A SLUMP OF g"-II" MAX., WHICH 4, ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION STAMPED BY THE TRUSS MANUFACTURER. NNLE55 NOTED OTHERWISE) REPORT BY A FLORIDA REGISTERED ENGINEER. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER b. BUILDER 15 RE--B PON51BLE FOR ADEQUATE BRACING OF STRUCTURAL OR 5E6RE6ATION OF THE GON5TINENT PARTS. DOOR (48" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENGL05URE5 AT OR 12. ALL HEADERS OVER DOORS AND WNDOWS TO BE (2) OR (5) 2XI2'S UNLESS SPECIFICATIONS. 5. ALL 51TE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE SITE OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL NON STRllGTURAL MEM18ER5 DURING CONSTRUCTION. WITHIN 3b' OF TUBS AND 5HONER5 WITH SILLS LE55 THAN b0" ABOVE FLOOR SHALL BE oTHM 1 5). 1. PROVIDE DISGONNEGT SWITCH OF 512E AS REQUIRED BY LOAD AND UNITS. SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. V. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE TEMPERED, ALL GLASS IN SIDELIGHTS, 5LIDING GLASS DOORS AND FRENCH DOORS T ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE EN61NEM SHALL BE TEMPERED. HIGH VELOCITY HURRICANE ZONE (WHO SECTIONS OF THE F.B.C.b. FILL PLACED WITHIN 5 -0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITCHE5 AT A/C EQUIP. AND AT GLEAN WELL GRADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO 4. REINFORCING: 5. EORE55 WINVOW5 SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING, FOR A SINGLE MEMBER PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. ACHIEVE A MINIMUM OF 115% MODIFIED PROCTOR A5TM D 1551-12. EGRESS WINDOY45 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. USES. qO P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF Ib00 RECOMMENDATIONS. VERTICAL: NET AREA OF 5.1 S.F.FOR 2nd FLOOR WINDOW5 AND 5.0 S.F. FOR lot FLOOR WINDOWS. KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RADIN6 AGENCY. 1. AFTER STANDARD GLEANING AND 6A MINI 6 HAS BEEN COMPLETED AND APPROVED, q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING THE BOTTOM OF THE HVHZ SHALL HOT T MORE THAN 44" ABOVE THE FLOOR LATCH GROUNDA. A51M Ably/A 615M-12. PER REINFORGIN6 SECTION (GRADE 60). AT 54' A.F.F. MAX. IN HVHZ AREAS WHLiRE THERE 15 MORE THAN A 4'-0" DROP, THE SILL 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE Gf� LAUNDRY AND NET BAR OUTLETS PER NEG 210.8(A). ' SHALL BE NO LESS THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. CHANNEL TYPE STUDS AT 24' 0/6 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 8. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. B. WHEN A FOUNDATION DONEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONE BU6L.E HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 BE 51-OPFD MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOU5 MATERIALS. 5CREW5 AT 12" O/C MAX. SELECTED BY OWNER. 9. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.C. SECTION 24-15 UNLESS 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. GEILIN65 AND II. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" O/G AS FOLLOWS; 10. ALL MONOLITHIC FOCTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 5/4' LONG STUB NAILS Al 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC. SEC. 410b. A5 SET FORTH IN CHAPTER 16. FRAMING MEMBERS WV NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT D. VERTICAL REINFORGIN& 514ALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT ONLY IT REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE q. PICKETS AT STAIRS, LANDIN66 4 BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO 11. CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 PSI MIN. PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT ARC -FAULT CIRCUITS AHEAD OF 5WITCH AND HAVE SELF CONTAINED BATTER BACK-UP. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED Ob5. E. VERTICAL REINFORCING EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHIN6: 14 GAUGE STAPLES I" L.EG,1/Ib' DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SITE PLAN NOTES CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN55 TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING SCREWG #12 x 1/2" WA5HER HEAD STAPLES REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALLNOT BE USED FOR SOFFITS OR CEILINGS 14, PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. BEAM SCHEDULE NOTES V IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT HORIZONTAL: VENT THROUGH THE SIDE HALL AND MUST MAINTAIN A 10'-0" SETBACK. WHERE CEMENT PLASTER IS APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DUELLING UNIT LIVING, 1. THE ARCHITECTURAL 517E PLAN, IF PROVIDED IN THESE DO0UMENT5 15 FOR GENERAL O DI I OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOMS, GL05E'f5, HALLWAYS LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE &L. OR 1. SCHEDULED HOOFS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER OR SIM. ROOMS PER NEC 210-12. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENCED THROUGHOUT (TO) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5GHEDUL.E. BARRIER. SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE 16. SMOKE DETECTORS: FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTED,B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q CASE LADDER F RAM I N G NOTES IT PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE GRF 16.1. REQUIRED ON ALL HVAC UNITS WITH 2O01 GFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTSTYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL 1126 1-1/2' LONG AND .120" DIAMETER U.N.O. 162. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 I = OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL 2. ALL BEAM (MARK .B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGG AND EXTEND NOT LESS 1. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 5GHEMATC IN HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTINGTHEN 24' BEYOND THE OPENING. PROVIDE 6" MIN EMBEDMENT INTO CONCRETE COLUMNS NATURE. HONEVER, THE SUPPORTIN6 SUPERSTRUCTURE HAS BEEN PE516NED UNDER THE 16. WHEN WOOD PO5T5 ARE NOT IN A FIRERATFD WALL, FIRE RATE P05T AS FOLLOWS: BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR REQUIRED BY SECTION R5143. 3. ALL 71E BEAMS (MARK "re'7 REINFORCING SHALL BE CONTINUOUS THROUGH TIE- AND BEAMS AND RILL DEPTH LAPS AT ALL MASONRY 'L AND T" INTERSECTIONS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS VRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH N RESOLVES THESE CONFLICTS. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. AND FLOOR SYSTEM DESIGNERS LAYOUT. LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING 16.3. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE 5. GENERAL FOR THE POST. FOLLOWIN6 LOCATIONS UMX55 TH15 WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS 2. THIS FRAMING SCHEME (DIRECTION OF TRU55M AND SLABS, MAJOR 67. BEARING ALARM IN A LOCATION REQUIRED BY SECTION R3143. FROM ADJACENT BEAMS. NNO). A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.5LE. 5-13/T.MS. 402-16, POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME A. TRUSS MANUFACTURER SHALL DES16N TRUSSES TO COMPLY WITH ALL SUPERIMPOSED - IONIZATION SMOKE ALARMS NOT BE INSTALLED LESS THAN 20 FEET HORIZ. FROM BUILDING, CODE REQUIREMENTS FOR MASONRY STRUCTURES AV THE COMMENTARY ON PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WIND LOADS PER F.B.C. 20IT A PERMANENTLY INSTALLED COOKING APPLIANCE. 1. CONCRETE SHALL CONFORM TO ASTM cq4/G g4M-Oq, SHALL HAVE A MAXIMUM 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW a DOOR HEADS (28" MAX) BUILDING, CODE REQUIREMENTS FOR MASONRY STRUCTURES. STRUCTURAL REVISIONS ACCORDINGLY. - IONIZATION SMOKE ALARMS WITH AN ALARM SILENGIN6 5WITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING WATER/GEMENT RATIO OF Ob5 AND SHALL HAVE 5000 F51 COMPRESSIVE STRENGTH IN ADD 245 BOTTOM IF DROP EXCEEDS 8'. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.5.GP. 6-13/T.M.5. 3. FINAL 516NED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DE516N MUST BE APPLIANCE. 28 DAYS ( VNL.E55 NOTED OTERNZ ALL CONCRETE WORK SHALL BE IN ACCORDANCE 602-Ib, SPECIFICATIONS FOR MA50NRY 5TRUGTURE5 AND THE COMMENTARY ON SUBMITTED TO THI5 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DESIGNERS MUST MECHANICAL NOTESLESS WITH ACI 315-14 AND AGI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK -RIZOTALLYPHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED APPLIANCE. THAN b FEET ACCORDANCE WITH ACI 530-13. WORK. SPECIFICATIONS FOR MASONRY STRUCTURES. PROVIDE ALL 'fR1U55 CONNECTIONS A5 PART OF THE DESIGN. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKINS APPLIANCE. G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND 'FLORIDA VENTILATION EQUIPMENT SHALL IT. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 1. ALL ADDED L0 71TUDINAL BEAM REINFORGIN& SHALL EXTEND 6" MINIMUM INTO 4. AKIN AND FLOOR EERIN6 MANUFACTURER SHALL SUBMIT THREE Y COPIES DF SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THECONSERVATION ATIO N. GORE SLEEPING PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR APPLIANCE, BARRIER - 3/4" BEAMS AND COLUMNS - 11/2" FORMED CONCRETE BELOW 6RADE-2" SUPPORT UNLESS OTHERWISE NOTED. BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN DRAWINGS AND EN&INEERIN6 CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL' AND FLORIDA BUILDING CODE ENERGY GONSERVATIDN . ACCORDANCE WITH SECTION 21222.4 F.B.C. RE615TERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR A BUILDING LAGS, G AN ATTACHED GARAGE. PRIMARY POKER SHALL COME FROM THE UNFORMED CONCRETE BELOW GRADE-3" BUILDING WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POKER UTILITY. SUCH &. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS 15 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON b. VERTICAL CELLS FOR MASONRY N BE GROUTED SHALL HAVE VERTICAL ALIGNMENT 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M Oq. SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CANT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND NO WAY RELIEVES ED MONOXIDE ALARM SHALL BE LISTOR LABELED 8Y A NATIONALLY RECOGNIZED MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED TESTING LABORATORY. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT 1 GIEANOUT OFENIN65 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ ENGINNERS SUPERSTRUCTURE. IF THERE 15 ANY ASSEMBLIES IF ANY. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' A5 PUBLISHED EE'M SHALL EXTEND THRLI SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE EACH LIFT T OP NIN64'-0HIGH. L E PROMNOUTS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR 5Y5TEM 18. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS BY THE CONCRETE PRACTICE REINFFOR STEEL INSTITUTE RE UNLESS NOTED OTHERWISE. ON EITER SIDE OF SUPPORT. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITIN6 OF THE SPECIFIC, 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURN'' MAY BE DUCTED, SPECIFIED IN NEC 21052 FOR 125 VOLT, 15 a 20A RECEPTACLES PER NEC 406.11 AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY HO. MAFzK'61 IN REINFORCING COLUMN BETWEEN TWO BEAMS HNDIGATTS THAT STEEL NOTES Iq. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 5. TRIB5E5 TO BE DESIGNED TD CARRY LOADS OF ATTIC AHU AND MI5G. EQUIPMENT. 5. A/C UNITS MAY HAVE CONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. &ROUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CATV, COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING &RAVE OR SHALL BE 51,15PENDED A MIN. OF 6" ABV. ADJOINING GRADE, ETC. PER NEC 250.014. (A) OR (B) 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER 1. STRUCTURAL STEEL SHALL CONFORM TO THE Al%'SPECIFICATION FOR THE DESIGN, TRISS DRAWINGS.THE BUILDER SHALL BE RESPONSIBLE FOR 714E COMPLETE PADS SHALL BE A MINIMUM 4'-0'xq'-O" PAD FOR DOUBLE UNIT. OF DOWEL5 AS VERTICAL BAR5 ABOVE. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DE516N 20. PER FBG-E 404.1 LIGHTIN6 EQUIPMENT. A MINIMUM OF 15 PERCENT OF THE CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - A41112/A REQUIREMENT5. LAMPS IN PERMANENTLY INSTALLED LI6HTIN6 FIXTURES SHALL BE 1. REINFORCING 5TEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL gglM-Oba, OTHER SHAPES - A36/A 36M-08, PLATE5 A36/A 36M-08, BOLTS - A EIM-14 PLUMBING NOTES HIGH-EFFIGAGY LAMPS. 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, BE WIRED 706ET PROVIDE CORNER BARS SAME SIZE AND NUMBER A5 HORIZ. BEAM TUBULAR - ASTM A500/A500M-13 GRADE B (46 K5U COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE OUTLET52 BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A REINFORLIN6 AT EACH CH FADE. LAP 48 BAR VIA. MIN. DRAWINGS, SIGNED AND SEALED BY A FLORIDA RE615TERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DESIGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A 8. PLACING DRAWINGS ON BAR L15T5 SHALL CONFORM TO AG15 'MANUAL OF STANDARD 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY F.B.C. LUMINAIRE WEI6HIN6 A MIN, OF 23K6 (50 LB). NEC 314MA. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS ROL15HED BY THE 'STRUCTURAL WELDING CODE', ELECTRODES FOR FIELD AND SHOP W4J-05 SHALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2 ALL. PLUMBING FIX7URE5 SHALL MEET THE REQUIREMENTS OF TABLE 6043, F.B.C. CONCRETE REINFORGIN6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. AA.5. A5.1 ETOXX. BOTTOM EACH STUD. 3. 015POBITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 22-PROVIM ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE 4. ALL PLU4BIN6 PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. ENERGIZED SUCH A5 SERVICE EQUIPMENT, PAtrEr. BOARDS, v15CONNEGTS ETC. A5 PER NEC I1o26 S. CONDENSATE DRAIN5 MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL 23.ALL CFI SHALL B. INSTALLED IN READILY ACCESSIBLE LOCATIONS PER NEC 210.8. BE FIN15HED WITH A SMOOTH, NONABSORBENT SURFACE 70 A HEIGHT NOT LE55 THEN PROPOSED RESIDENCE FOR. 10 INCHES ABOVE THE DRAIN INLET. CODES USED: ABBREVIATIONS M A R S H A L L LOAD SCHEDULE - FLORIDA BUILDING CODE 6TH EDITION (LOUT) ROGATION DEAD 70T - FLORIDA BUILDING GORE -RESIDENTIAL 6TH EDITION (LOUT) GROUND FLOOR 40 60 100 SECOND FLOOR 40 25 65 - FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS AFF ABOVE FINISHED FLOOR F.B.G. EXTERIOR FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS TOP CHORD O M.T. METAL THRESHOLD 5TL. STEEL I BAALCONIES 60 25 85 - NEC, 2014 - A.SCE - 7-10 AHU AIR HANDLER UNIT F.R. FIRE RAID MAX. FR MAXIMUM 5W SWITCH ROOF 30 25 55 DRAWING INDEX B.F. BI FOLD FR FRENCH DOOR MFR. MANUFACTURER 5U*L.O.T. SHEARWALL OVERTURNING FORGE � TOP CHORD 30 15 B.P. BI PASS FIN. FINISHED MICRO. MICROWAVE ELK. BLOCK FL. FLOOR TEMP, TEMPERED BOTTOM CHORD O 0 BLW. BELOW C.T. 61RDE1R TRU55 MIN. MINIMUM T8. THROUGH BOLT BTM. CHORD -ATTIC 10 0 BR6. BEARING CA. GAUGE M.O. MASONRY OPENING TD. THROUGH OUT CHI COVER SHEET E-I 15T FLOOR ELECTRICAL PLAN MONO. MONOLITHIC T.O.BB. TOP OF MA50NRY BOND BEAM BTM. BOTTOM GALVANIZED WIND: A5 I 511E PLAN - HIXY,E/4AN6AR E-2 2ND FLOOR ELECTRICAL PLAN GL6. CEILING ON CFI GROUND FAULT INTERRUPT MTL.TAL T.O.PL. TOP OF WOOD PLATE CMU CONCRETE MASONRY UNITS 6L. CLASS O.HD. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM ULTIMATE WIND SPEED = I10 mph. A-1 15T FLOOR PLAN COL. COLUMN GAB GYPSUM WALLBOARD O/G ON CENTER TYR TYPICAL CONG. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERY415E NOMINAL WIND SPEED = 132 mphA-2 2ND FLOOR PLAN CSMT. CASEMENT HOT. HEIGHT P5.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES RISK GATA60RY = II A-3 ELEVATIONS - DBL. DOUBLE HAS. HOOPS P5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD VIA. DIAMETER HR HOUR P.T. PRESSURE TREATED WA. WEDGE ANCHORS BUILDING DESIGN A5 ENCLOSED A-4 ELEVATIONS DTSP. DI51ON P H5 HORIZONTAL SLIDING PKT- PARTITION I WITH 01 DE516N PRESSURE H5 HIGH VELOCITY HURRICANE ZONE PKT. POCKET WC WATER CLOSET INTERNAL PRESSURE COEFFICIENT = +/- 0.18 A-5 SECTIONS a DETAILS DR. DOOR INS. INSULATION PLYWLD. PLYWOOD Wdi. WOOD EXPOSURE CATEGORY = G 5-1 FOUNDATION PLAN a DETAILS DW DISH WASHER INT. INTERIOR R.O. ROU644 OPENING E.E. EACH END L6. LONG S.G. SOLID CORE 0 0 MEAN ROOF HEIGHT = 21'-10" 5-2 LONER ROOF/FLOOR FRAMING PLAN 4 DETAILS FLED. ELECTRICAL LIN. LINEN 5.6D. SLIDING GLASS DOOR ROOF DEAD LOAD FOR WIND ELEV. ELEVATION LT. L16HT 5F SQUARE FOOT 5-2.1 FRAMING DETAILS B.S. EACH 51DE L.T. LAUNDRY TO SH SINGLE HUNG S T . L U C I E COUNTY FL NOTE TAKEN U T U 15 5-22 FRAMING DETAILS 5-3 UPPER ROOF FRAMING PLAN a DETAILS ' NOTE: THIS STRUCTURE IS DE516 OF IN 5-4 LOI>ER ROOF BRAON6 PLAN a DETAILS AGGORDANGE WITH CHAPTER Ib of THE 2011 FLORIDA BUILDING CODE AND ASGE 1-10. 5-5 UPPER ROOF BRACING PLAN 4 DETAILS ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND 220 V. RECEPTACLE TELEVISION JACK FAN LOW VOLT. AT 12' A.F.F. 4 PREWIRED ® BOX ® SMOKE DETECTOR SHEARWALL LABEL JUNCTION Q� DUPLEX ALE/2 RC A.F.F. C� 51t�LE RECEPTACLE r THERMOSTAT J ® DETECTOR DETAIL o-Q FRONT FILLED CriAN SEE ®�/ ��/��� ASFOT5HELF NOTED HEIGHT FAULT INTERRIPT DEDICATED THERMOSTAT BOX # INTERIOR FOUNDATION PLAN P/00/!!////////!!/////!!!!//!!!!!//%S AS NOTED Q� DUPLEX RECEPTACLE Q SINGLE RECEPTACLE Q INTERCOM QQQQ PADDLE FAN EXHAUST SCALE a owc. 2 ELEVATION B 4 BEAM LABEL B AT BASE DEDICATED SWITCHED AT 604 A.F.F. OO W/ OR NO/ LIGHT g FAN POURED DROPPED FLOURESGENT EXHAUST FAN CONCRETE COLUMN HEIGHTA SOFFIT Q� SINGLE RECEPTACLE L16HT FIXTUREABEL C AT 511 AB�COU TER Y�� I KSECURITY EYPAD z F /LIGHT COMBO owG DETAIL 000� MAX.MOAXTRUSS CONNECTOR DEDICATED UNDERGOUNTER O# DOOR LABEL _ TTT� FIGHT FIXTURE GENT Z - Z WL PLAN OR ELEV. per-' � DUPLEX RECEPTACLE DUPLEX RECEPTACLE- ARC, DOOR � LIGHT FIXTURE IN GROUND FAULT INTERRUPT Q � � NON -BEARING FRAME ARCHED OPENING SEE DUPLEX REGEPTAGLE FAULT INTERRUPT ® 12" A.F.F. CHIME CONSTRUCTION Q� I AT 6" ABV. COUNTER DUPLEX RECEPTACLE 4 PUSH INCANDESCENT INTENT LV DOOR # II GROUND FAULT INTERRUPT I BOTTON FIXTURE GL6. MUTED. RELEASE # SECTION REVISION BEARING FRAME I HOUR FIRE RATED TOP REC. 5WITCHED CONSTRUCTION ® WALL ARC FAULT INTERRUPT INCANDESCENT LIGHT owe. SCALE O WINDOW LABEL Q� DUPLEX RECEPTACLE TELEPHONE OUTLET y VOLUME N TOP REG.FIXTURE WALL- �,� 5WITCHED SWITCH ® AT 12" A.F.F. Q CONTROL SINGLE POLE HI HAT NORTH ARROW FRAME CONSTRUCTION MASONRY CONSTRUCTION nn DUPLEX RECEPTACLE SWITCH - - ��rt��rtTTnnnn C - - - - ] ABOVE OR BELOW TYPICAL yyo SWITCH TELEPHONE OUTLET ® GL6. MOUNTED SECTION II �1 WATERPROOF I3 THREE WAY FLUSH IN FLOOR DI5GONNEGT owc. SCALE G COLUMN LABEL GROUND FAULT INTERRUPT DUPLEX COUNTER IGLE �j SWITCH DEHI HAT DICATED BREAKER BEAM HEIGHT (!Yuc UNDER COUNTER 4 FOUR WAY ® DATA LINE ® VAPOR PROOF ® PANEL BREAK LINE ELEV CHApySE QUADRUPLEX C.V. CENTRAL VACUUM RECESSED F.P.4L. METER RECEPTACLE SWITCH Y RECEPTACLE OO EYEBALL n 4 DI5G. " v DIMMER o �� 0'-0" FIN. FL. SLAB FLOOR ELEVATION INTERIOR ELEV. �# FOOTING LABEL GRAPHIC SCALE � n ^ CARBON MONOXIDE # SCALE 1/8"-r-0' DUPLEX REGEPTAGLE SWITCH � `LI GTS ( LOW VOLTAGE SCALE 0 FLUSH IN FLOOR �K KEYED `J LIGHTS © DETECTOR ® TRANSFORMER iP SED IDEN PLAN E revisions no. date designed AN drawn PAR checked AN date 3/3/19 scale 1/4' = P-0' AND) job no. P2K-1"104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. &b CturalEagix—e & Cart Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 W W W.OEASSOCIATES.COM v n Shawn M. Stambaugh, PE FL UC. 61650 — CA 26210 LU C) Y Z W 0 U) F- oCl) o00 ILL J z LU z J O�z Q Q Q 0 o z LU C.) N U F- L1J LU U U �— J n- 0 N Fi] 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WW W.PACE2000HOMES.COM WO VG drawing SITE PLAN Of O 2=7 I59 11 •55I sheet AS-1 (2) *10 S.M.S. TOP t BOTTOM o EACH SNIP FINISHED CEILING - SEE TYR WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP 4 BOTTOM W/ (1) #10 5MS a 24" O/C, 2X4 SNIPS a 16" O/G 112' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY t ATTACHED W/ 1' LONG B09LE HEAD SCREWS TO EACH 51DE a 12' O/G CONT 25 GAUGE METAL TRACKS TOP t BOTTOM KP.T. 20 BOT PL. GONG. FLOOR SLAB 114' 3-12' TAPGON5 o 24' O.G. OR H101 PINS .145' DIA x in 16. 0 16' O/O W/ I" WASHERS TYPICAL INTERIOR PARTITION SCALE: 5/4' = 1-0" (2) #10 5.M.5. TOP t BOTTOM o EACH SNIP FINISHED GEILIN6 - SEE TYP. WALL SECTION Ix4 MIN. BLOCKING e CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.5. EA. END 20 SNIPS o I6" 0/6 112' TYPE GYP" kJALLBOARD APPLIED VERTICALLY t ATTAOW W PLOW BUGLE HEAD SGRD6 TO EACH SIDE a 12' 0/6 CONT 25 GAUGE METAL TRACKS TOP t BOTTOM KPT. 2X4 BOT PL. GONGFLOOR SLAB 114' 3-112' TAP(.ON5 0 24' O.G. OR HIL77 PINS .145' DIA x In 1.6. o 16`0/GW/1"WA5HBZ5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE: 3/4' = 1'-O" CALCULATIONS AIR CONDITIONED AREAS SECOND FLOOR 1172 SF GROUND FLOOR 2766 SF 3938 SF NON CONDITIONED AREAS PORCH 25 SF 3 CAR GARAGE 850 SF COVERED BALCONY 143 SF 1018 SF GROSS AREA GROSS AREA 4956 SF 4" THICK GONG. SLAB (26W x 20'-O') LOCATION BY ONNER—\ /AA 11 A-5 I lo.-on 15'-6 1/2" T-11 1/2' 5'-2" S.-In 5'- " 12'-0" S'-2" 2'4" 21 ryg 20 02 3 ry 2'-9 1/2" 2'-4 1/2' (143NI4 SEE FIX 6A5 BBO HOOK UP ` MO) FC X SPECS. TUB OUT R YTW 19 18 17 r r _ LIME OF BALCONY ABOVE - Q — cv — — — B IEoDRM1-01 � 2 15'-8' r LINE OF GONG BEAM ABOVE --- ---- — — — — — — — — — I 010 2' — lul — r I b I T4G 56" D.Y. I 6' HIGH RAI HEARTH PER FBCR. 201T TH EDIT. 4'-3" (sr'W x 39"n M.O. VERIFY W/MANUF SPECS. GREAT ROOM 21-0F TO 22'--00' 32'-5" — — I I I 115'-3" N — — — — —— MASTER BEDRM COFF. G16. 10'-0' TO II'-0, O r' 4 4 N 1 008 4 I I I b'-II"In I I I I I I I o 3'-1" 1 qlG I I I 0 I LINE OF B NY ABOVE I I 16 _ o m Q. 51BOXourARGUNDP.T. 0 KID 1 Q WD POST A5 4 016 _ m WRAP WITH DRYWALL 017 cr — — Q 164.1 �, 3:� - b'-1° 4 8'-3"t 015 i I m rn lo'-0I AR 56' 018 I 019 Q JIREV) I I RG sal5 'E LLH 10' TI D5 GAB F_ — El I UP to I r I M ` � — m x BATH J GOFF. GL6. ° = S'1 " I 10 3"-1 o I I'-0' d b _ `� 5 PW — ----- — O 4 10'-0' ROLL IN SHo O . e 013 `; 02 FAUX COL.m 91 1 014 ° o = F.HT. T.6 Din 4 BAE 021 W/TRCUEF I I RM 023 Q N p I I r FOYER 012 022 HIGH GL6. - " 5' 5'-0" I 1 I n 61-4" * 3'-5" 8'-2" � F T 55 P.H 009 ° I III/ I 8'- I" 4' I 1 4 -0' I6' 0 BAT 10' L6. — L-TUB LAUND 01 ....i 007 O J06 4" LOW WALL BE I o a. I 22 METER / DISGONNEGT. EXACT LOCATION BY 6lz n ZII I x N .. ... .. `Q m DW ITCHEN� 10'-0" GL6. m I-0' O O ° I I I I REF. ;. .. 4 a 24, ELEG. 4" WIDE NON IN6 PAID A < B— — — — WALL WA2-II MIN. BATTS rU15' THK GYPSUM BOARD EACH SIDE. I 4" WIDE BEARING I KR-II MIN. BATTS hIK GYPSUM eo " EACH TO /. / TO` �j IT -10"10 TO % 003 )5' DE. ISLAND W/(BLUES a 1O'- DRANWOP (I' GAS LINE RW O om ELECT LO nwA_/ OVEN MI 8011 PANTRY O m 42" HIGH H — — — — — — — — — — — — — — — 6" W:R I 6 A5 W H.: _ F 6 ABN. T TANKLE EE — — — — — — STEEL COLUMN IN51 WALL PARTITION DE NON BEARING WALL II MIN. BATTS WV THK BOARD EACH SIDE. 10' DIA WC DINING 1, GL6 10-0 (y 004 I 3 CAR 1-1�GE 12-o'(A. — — —— — — TYPE I—_ISTEEL — — — — — — — — FUCWSTAIR L ►l4°G. LF J COLUMN INSIDE0-10" WALL PARTITION Y_5 o _i O /3g" so I CLOS. w I o a II 10.-0. GL6.JII LIR5 OFFICE 12-O' GL6. 14 12 s0 4 �t t�:m PORCH CLS. 4 A-5 v DO OD ool 00 © 4 6 = L j TA TA• 1.0 R. 3 n — Q AA N6, T-2" 2 3 g 4'_4" SELECT ON BY 0 3'-q" 4'-5• 24" v NOTE: ALL INT=RJOR ARE PA b'-0" 3 DOORS MUM OSTONE NO SELEGTI EER BY ONER 6-10 1/2' 6'-91/2' b'-I" b'-f" 41-4" TO -0" 0 WINDOW SCHEDULE MARK TYPE STYLE SIZE M.O. D.P. NOTES W H WIDTH HGT + - 001 T.G. PICTURE ARCHED T-0" 5'-3" 37" 63.5" 41.79 55.21 002 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 39.86 43.49 003 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 39.86 43.49 004 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 93" 98" 37.92 41.56 005 SH26 SINGLE HUNG 3'-1" V-4" 93" 98" 37.92 41.56 006 SHH36 SINGLE HUNG 2'-2 1/2" 61-4" 93" 98" 37.92 41.56 007 F.G. TRANSOM T-8" 1'-8" 93" 98" 37.92 41.56 008 SH26 SINGLE HUNG T-1" V-4" 38" 98" 40.36 44.0 009 F.G. PICTURE ARCHED 3'-1" V-8" 38" 98" 40.36 44.0 010 SH26 SINGLE HUNG 3'-1" V-4" 38" 98" 40.36 44.0 011 F.G. PICTURE ARCHED T-1" V-8" 38" 98" 40.36 44.0 012 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 98" 40.36 44.0 013 F.G. PICTURE ARCHED T-1" 1'-8" 38" 98" 40.36 44.0 014 SHH33 SINGLE HUNG 2'-2 1/2" T-2 1/2" 27.5" 39" 42.92 57.47 015 T.G. OPAQUE PICTURE T-11" T-111/2" 48" 48" 41.79 55.21 016 SH26 SINGLE HUNG 3'-1" 614" 38" 76.5" 40.99 44.62 017 SH36 SINGLE HUNG 4'-5" 6'-4" 107 76.5" 38.16 47.96 Egress 018 SH36 SINGLE HUNG 4'-5" V-4" 107 76.5" 138.16 47.96 019 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 140.36 44.0 020 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 40.36 44.0 021 SH36 SINGLE HUNG 4'-5" 6'41 54" 76.5" 40.36 44.0 Egress 022 SHH34 SINGLE HUNG 2'-2 1/2" 4'-2 1/2" 27.5" 51.25" 42.92 46.56 023 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" 39.86 43.49 Egress 024 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" 39.86 43.49 025 ARCHED F.G. PICTURE ARCHED 2'-0" 4'-0" 25" 48.5" 42.92 57.47 026 F.G. PICTURE 4'-5" 61-4" 54" 76.5" 40.36 52.36 027 F.G. PICTURE 4'-5" V-4" 54" 76.5" 40.36 44.0 028 F.G. PICTURE 4'-5" 6'-4" 54" 76.5" 40.36 44.0 029 F.G. PICTURE 4'-5" 6'-4" 1 54" 1 76.5" 140.36 1 44.0 030 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 41.79 145.43 Egress 031 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 141.791 55.21 Egress 0 DOOR SCHEDULE MARK STYLE DOOR M.O. D.P. NOTES WD HGT Width HGT + I - 001 DOUBLE EXTERIOR 6'-0" 8'-0" 78" 100" 38.43 42.07 002 DOUBLE EXTERIOR 6'-0" 8'-0" 78" 99" 38.43 42.07 French 003 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 41.13 004 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 41.13 005 OVERHEAD 9'-0" 8'-0" 108" 96" 37.49 46.61 006 SINGLE 2'-8" 8'-0" 20 Min dr w/closer 007 SINGLE 3'-0" 8'-0" 008 SINGLE 2'-8" 8'-0" 009 SINGLE 2'-6" 8'-0" 010 DOUBLE 5'-0" 8'-0" 011 SINGLE 2'-0" 8'-0" 012 SINGLE 2'-8" 8'-0" 013 SINGLE 2'-0" 8'-0" 014 SINGLE 2'-6" 8'-0" 015 SINGLE 2'-0" 8'-0" 016 SINGLE 2'-8" 8'-0" 017 POCKET 2'-6" 8'-0" 018 POCKET 2'-6" 8'-0" 019 SINGLE 2'-4" 8'-0" 020 SINGLE SHOWER 2'-0" T-0" Std shwr dr 021 POCKET 2'-6" 8'-0" 022 SINGLE 2'-0" 8'-0" 023 SINGLE 2'-0" 8'-0" 024 SINGLE 2'-8" 6'-8" 025 SINGLE 2'-6" 6'-8" 026 SINGLE 2'-6" 6'-8" 027 SINGLE 2'-0" 6'-8" 028 SINGLE 2'-8" 6'-8" 029 SLIDING DOUBLE SHOWER 5'-0" 6'-8" Stnd height 030 SINGLE 2'-8" 6'-8" 031 SINGLE 2'-8" 6'-8" 032 SINGLE 2'-8" 6'-8" 033 SINGLE 2'-6" 6'-8" 034 SINGLE 2'-6" 8'-0" 035 SLIDING DOUBLE EXTERIOR 8'-0" 8'-0" 96" 96" 37.92 41.56 French w/1.5" Riser 036 SINGLE EXTERIOR 2'-8" 8'-0" 99" 37" 40.36 44.0 Fr dr 037 SINGLE 2'-8" 6'-8" Insul. Acc. Dr. HANDRAIL SOUTHERN Y. PINE 01 TYPICAL 1-7/Ib'xl-1/Ib' PICKET — SOUTHERN Y. PINE #I SPACED TO REJECT v A 4" SPHERE �? (Fb = I'ISO psO TYPICAL In 4124" ND. WRENS TOP 4 BTM. TYP. -I GER FOR WALL MOUNT HANDRAIL DETAIL m M120" NO. 50REW5 TOP 4 Er BTM. 4o Ib" 0/0 CONNECTION TO m FR INNB�� IM WOOD FRAMING NOT APPLY TO STAIRS ®GUARDRAIL DETAIL COVER ALL CONDITIONS TOP RAIL - 2x HOOD OR PVC, PICKETS SPACED TO REJECT A 4' VIA SPHERE BOTTOM RAIL MI2x3" WD. � SCREWS TOP 4 BTM. TYP. d m� m ! CONNECTION TO WOOD STAIR5 i (2 GUARDRAIL DETAIL - TYP. 5TV" STOP J-BEAD OVER 6ALV MTL STEP FLA5HIN6 AT ALL ROOF/WALL INTERSETIONS TYP. RAISED SMOOTH STUCCO BAND WHERE SHOWN LIGHT TEXTURRED STUCCO FINISH STUCCO J-BEAD OVER 6ALV. METAL FLA5HIN6 AT ALL ROOF/WAtL- INTER5EGTION5-7)Ti — - - L b" TALL RAISED SMOOTH STUGGO BAND SCALE: N.T.S. wwo non' � � 1an..nnnnnnF- — - �—n----�r MONSOON -- \■snnnnnn pn.Rnnnann.... O \a■■■.�■nnnnm \v—nn—nnnne.n—uz� — ■EI ■■ SOMEONE!\nnnnnl �■nnnn �■1 ■■ \nnm 10-0; \ r • FAUX STONE A5 5HOWN SELECTION BY OWNER fib' TALL RAISED SMOOTH STUCCO BAND UI ADJUST O.H. AND FASCIA SIZE TO ALLOW FASCIAS TO LINE UP ALONG TOP AND BOTTOM WHERE DIFFERET PITCH ROOVES MEET I■I loll ■I I■I I■I I■ ■I ■I I■I I■ ■I I■IN0110l a I■I IN I■I 1matw Ill ■II■II■II■I I■II■II■II■I �_� ■I I■III■I I■I II■I I■ ■III■II 18"x24" FAUX GABLE VENT W/SMOOTH STUCCO HEAD 4 SILL :o. non■. •---�. ■noon.. ■nnnnnnn.. n..nnnnnnne. nnnnn��nnnr�nn. Yam. ������.f�i1,�`i i. iiGi■�f��%iiF.`ifii.��. ■ifa��� 0 FRONT SCONCES SELECTION BY OWNER LEFT ELEVATION 21'-0' TABB. ot 9' ' GL6. HT. TO.PL: 12'-0" TDBB. T.O. F.F.E. 10'-0" T.OBB.OL GL6. HT. FIN. FL. GARAGE 21'-0" TABB. W-O' GL6HT. TA.PL. O DORMER FIBERGLASS SHINSLE5 12'-0" T.OBB. II'-O" TABB. 2ND F.F.E. _ O ENTRY TABB. GL6. HT. L16HT TEXTURED STUCCO S- FINISH - - - - - - FIN. FL. GARAGE 2'-0' b" TALL RAISED SMOOTH STUCCO BAND TOP 4 BOT. ALL RA15M STUCCO BANDS NEAR STONE SHALL BE DEEP ENOUGH TO BE FLUSH WITH FINISHED STONE FRONT ELEVATION SCALE : I" = lb'-O" revisions no. EXTERIOR GNU HALL WATERPROOFIN5 COATING ON WINDOW SILL, JAMBS AND HEAD, APPLY AROUND CORNER AND EXTEND B' ALL AROUND THE FACE OF THE WALL. i OF P.T. WOOD C ILRIVM1 rw VI u+n .. SILL. BUCK TO MASONRY WMMRS REPRESENT INSTALLATION SEQUENCE NJ - . *OR, FASTEN FER PRODUCT APPROVAL AND SEAL HINDOH OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATER PROOFING N.T.S. GONG. OR MASONRY DOOR THRESHOLD SET 2x4 P.T. BUCK SET IN IN BID OF CAULK t FASTENED TO SILL NU SEALANT FASTEN #8 x1 1/2" SCREWS W/ 1/4" DIA x 2-5/4" MI 0 18w0/C TAPCON5 4" FROM OQ° Q .. o CORNERS 412' OX MAX 0 0 PERIMETER SEALANT �FLOORCOYERIN6 DOOR TRIM DOOR FRAME FASTEN TO BUCK YU (2) #10 6ALV. x 2-1/2' 0 SCREWS 0 2-0O/C, SLAB DOOR TRIM GONG. FLOOR PERIMETER SEALANT PERIMETER SEALANT STUCCO FIN15H STUCCO FIN15H HEAD/JAMB DETAIL (DOOR) 51 LL DETAIL (DOOR) ALUMINUM FRAME, FASTEN Ix4 MIN. P.T. BUCK SET IN TO STRUCTURE TIM BUCK SEALANT AND NAILED W/ ALUMINUM FRAME W 5/I6" TAPGON SGRE 46 1-1/21 CASE HARDENED COI NAILS AT 12' 0/G. MAX. 5ECURE FRAME TO SILL 0 12' 0/G. MIN. I-1/4' EMBED HITH SILICONE GONE• OR MASONRY PERIMETER SEALANT n �CAULKIN6 STUCCO FINISH CONC. OR MASONRY .flo0°'� Q° 'o Ix4 CK SET INfSZ40 DRYCAULKH BOARD 4 Oa SEALANT AW NAILED INS WA-1/2" CASE HARDENEDALUMINUM FRAME, FASTEN T COIL NAILS AT 12' 0/G.TO STRUCTURE THRU BUCK PRECAST OR POURED MAX W/ 5/I6' TAPCON SCREWS SILL W/ 1 #5 BAR DRYWALL BOARD0 12' 0/C. MIN. 1-1/4" EMBED PERIMETER SEALANT GAULKIN6METER SEALANT SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) FINISH IL (WINDOW) STUCCO FINISH PERIMETER SEALANT PRE-EW TRUSSES CONC.OR MASONRY DOOR FRAME FASTEN TO BUCK W/(2) 3/Ib'x Ix6 P.T. EUGK SET IN ON SEALANT AND NAILED 0 2'- SCREWS 12'-0" O/G SCREWS W/I-1/2' CASE HARDENED Oo COIL NAILS AT 12' 0/C. FLOOR COVERING 0 MAX' ALL EXTERIOR GEILI MATERIAL m TO BE HY-RIB LATHE AND STUCCO DRYWALL BOARD ~O'.. FASTENERS AT 24" O.G., EITHER CAULKING Dn° 000 Do I-5/4' MIN Et�EDMENT ROOFING NAILS WITH I/b" SHANK AND 50' DOOR FRAME FASTEN 6ROUT BIB HEADS OR STAPLES WITH 1-5/4' THRU BUCK NV (2) 1/4' TG MIN EMBEDMENT LESS d I/Ib" (16 x I-5/4' MIN EMBED a CONCRETE SLAB SAGE) W/15" 0/G JAMB/HEAD DETAIL (5.5.0) SILL DETAIL (S.G.D.) EXT. PORCH CLO PET. #1 ALLIMI" FRAME GONG. COLUMN FR,qf-E XALL NMAILING FIN HEATHER 5TRIFPIN6 BY DOOR MANE. 5 FINISH PERIMETER CAULKING PERIMETER SARA6E DOOR AD F WAD sTUGGO FINISN M5 * x I' LG. P.H. SNf5 (506 x PLO. P.H. 5M5 SALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK PER PROD. PERIMETER CAULKING 4DRYWALL APPROV, SPEC.'S 6ALV. STL. TRACK BRACKETS FRAME XA LL FASTENED TO HOOD JAMB ALUMll 1 PER PROD. APPRV, SPECS NtMAILIN6 FIN 2xb MIN. P.T. ATTACHED TO COLUMN W/ BOARD 1/2'x 5-1/2' REDHEADS W/2" DIAL X V&' CAULKING THK WASHERS 0 2'-0" 0/0 VERT. (b' DRYWALL BOARD CAIN.KIN6 MAX FROM ENDS) AMB DETAIL (GARAGE DOO HEAD DETAIL (AINDON JAMB DETAIL (WINDOVO eyNO "0� 1 F! �WIILII�I IIIIIIIIIIII■II -- AL�IGNTOO - - - -- -- -- ,I.-, .-+1- a N COMNI LL 21--0" T.OBB. VERIFY W-On CL6. HT. 1&-4- T.O.PL. RAILING NUPICKET5 SPACED TO �RE.EGT A 4" DIA. SPHERE PER 1FBG-R 2011 6TH EDIT. k-= . . OB =\ - - - - — FIN. FL. 5LA REAR ELEVATION 21'-O' TABB. q'-0' CL6. HT. IV-4" T.O.FL: 12'-0' TDBB.AL T.O. F.F.E. 10'-O' TABB. CL6. HT. 0'-0" FIN. FL. SLAB GARAGE designed AN drawn PAR checked AN date 5MAq scale 1/4' = 1'-0' AND) Job no. P2K-16-0104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. Sbct &Engmeenng&CotSegegafioa 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3341E WWW.QE OCMTE .EOM H Shawn M. Stambaugh, PE R- uC. 61660 — CA 26210 W U -�'e Z Of LU a Q �^ V) ~ U O U ILL. J zw� b J 0=z z Q Q Q O CD -17 zL.IU o CD U) § � W U Q U Q H J a- O � m J 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W.PACE2000HOMES.COM WO O O Z ate_ drawing ELEVATIONS sheet A-4 RIGHT ELEVATION VTR I I co PLUMBING RISER DIAGRAM HANGAR NOT TO SCALE <17�' I 3/ VTR ITo IST FAR VENT D I `i o mp TOSEPT16 CYNENE SPRAY FOAM INSULATION SEE ENERGY CALLS G.G. TO PROVIDE 16NITION BARRIER PER FBC EGR405.1 FOR ICYNENE INSUL. 1/2" SAG RESISTANT GL.6. BRO. APPLIED TO 7 UNDERSIDE OF TRU55E.5 2xb BLOCKING AT MID HE16HT 01, 1/2" GYPSUM BOARD OVER 2x6 HOOD STUDS AT Ib' C/C. H/R-II MIN GATT INSULATION. SEE ENBRSY GALLS. PLUMBING RISER DIAGRAM HOUSE NOT TO SCALE FIBER6LASS 5HINSLE5 OVER I LAYER 30M ITT UNDERLAYMENT OVER 14/52' EXT 6RADE COX PLYAD. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-EN6.HOOD ROOF TRUSSES a �24' 0/0 TYPICAL W/APPROVED 6ALV. TRUSS ANCHORS EA. END 5_ZE_ELEV oc 6ALV. MTL. DRIP ON IX2 P.T. CONTIN. 2X5 PRE -PRIMED 51PRUGE FASCIA STUCCO OVER HI RIB P.B. 6ALV MTL LATHE SEGURRED TO TRUSSES. SEE FRAMING PLAN FOR VENT GALLS 4 LOCATIONS EXTERIOR FRAME WALLS TO BE STUCCO OVER PAPERBAGKED WIRELATH W/ II &A. 2' LONG NAILS WITH %° DIA. HEAD a 6' O.C. OVER TYVEK BLD6 MAP OVER'%2' GDX PLYND. SHEATHING NAILED PER DIAPHRAGM SCHEDULE. SEE STRUCTURAL FRAHIN6 DRAWIN65 FOR CONNECTIONS BELOW THIS POINT o WALL SECTION D. AJ5 SCALE 3/4" = 1'-O° NOTE: ALL WAIL AND CEILING FINI51E5 SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER THEN 200 AS PER FBG R 2011 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGGOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 HHEN TESTED IN ACCORDANCE WITH ASTM E 64, NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC. FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EW05M ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC HALLS SHALL COMPLY WITH SECTION R516 NOTE: R702.6.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM L 5b, G T4, G 4T5, G 514, G 650, C 451,6 460,6 1002, G 104-1, G IM, G 1116, G 1716, G 1345 OR G 15% AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI5 SECTION. ADHESIVES FOR THE INSTALLATION OF 6YP5UM BOARD SHALL CONFORM TO ASTM G 551. NOTE: 9702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A106A A1065, A10bb, AIO&II, A118.1, AIIB9, AI36.1 AND AI5-7.1. RT02.42 CEMENT, FIBER -CEMENT AND 6LA55 MAT 6YPSU M BACKERS. CEMENT, FIBER-GEMENTT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 12bb, L 1525 OR G 11T6 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOVER AREAS AND WALL PANELS IN 5HOVER AREAS. USE FIBER CEMENT TYPICAL HHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. TRU55 COMPANY FASCIAS AT L PITCHED ROOF L FIBERSLP55 SHINGLES OVER I LAYER 500 FELT UNDERIAYMENT OVER 14/32" EXT 6RADE COX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR NAILIN6 PATTERN PRE -ENS. HOOD ROOF TRUSSES O 24' O/C TYPICAL NUAPPROVED 6ALV. TRIM ANCHORS EA. END SEE ELEVATION METAL DRIP EDGE OVER IX2 P.T. GONTIN. 2X& PRE -PRIMED SPRUCE FASCIA STUCCO SOFFIT OVER HI -RIB 6ALV. WI.. LATH SECURRED To TRUSS SOT. CHORD H/15M FELT PROTECTION a EACH LOCATION CEMENTITIOUS FIN15H OVER 6' GONG. BLOCK SEE ELEVATION COW. 6'xlb' MASONRY BOND BEAM (SEE BEAM SCHEDULE) TYPICAL TR1,W CONNECTION DETAIL - SEE FRAMING PLAN CEMENTITIOUS FINISH OVER 6' GONG. BLOCK OL O'-0' T.05LAS wx,z,,p&w41 SPRAY FOAM iNSULATION - SEE ENERGY GALLS. ,p?I1/2" SAG RESISTANT DRYWALL APPLIED TO UNDERSIDE FIRE STOP CONT. MA50WY BOND 5EAM- SEE STRUCTURAL SHEETS CONT. METAL FOUR STOP Qj 1/2" PRYKALL �3 1IX2 P.T. - • OVER _. FOIL 15AC4�W INSULATION. SEE IENERSY CALC.S FOR INTERIOR --? ; =� i1 (SEE FLOOR/ROOFDIAPHRA&M SCHEDULE FOR NAILINS PATTERN) •- -„i 1/20 FROM • r —FLOOR, IBM FRAMINO PLAN) OAM I-` --- , - ---�� ATYPICAL WALL SECTION B FIBER61LA55 SHINSLE5 OVER I LAYER 50% FELT UNDERLAYHIENT OVER 14/52' EXT GRADE GDX PLYWD. (5EE DIAPHRA6M SCHEDULE FOR NAILINS PATTERN PRE -ENS. HOOD ROOF TRUSSES a 24' 0/0 TYPICAL W/APPROVED 6ALV.TRUS5 ANCHORS EA. END VARIES _ (SEE PLOW METAL DRIP EDGE OVER IX2 P.T. CONTIN. 2X& PRE -PRIMED SPRUCE FASCIA STUCCO SOFFIT OVER HI -RIB 6ALV. MTL. LATH SEGURRED TO TRU55 BOT. CHORD W/15K FELT PROTECTION a EACH LOCATION GEMENTITIOU5 FINISH OVER W GONG. BLOCK 0'-0' T.0.5LAB -- Z SPRAY FOAM iN5ULATION - SEE ENERGY CALLS. 1/2' SAG RESISTANT DRYWALL APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. MASONRY BOND BEAM- SEE STRUCTURAL SHEETS CONT. METAL POUR STOP I/2" DRYWALL IX2 P.T. FURRING a Ib" OlC OVER %'" THK RI61D FOIL BACKED INSULATION. SEE ENERGY GALLS FOR R-VALUE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES d DETAILS r .q IIMil loc iTil ATYPICAL WALL SECTION C BUILDING SECTION A -A A-5 I SCALE: 1/4' = 1'-0" 200 AMP ELEC. PANEL "A" 10,000 AIC RATED GIRO. I DESCRIPTION POLE BKR WIRE KVA. 100% 100% KVA. WIRE BKR POLE I DESCRIPTION GIRO. --- AHU HEAT PUMP #1 ----------- ----------- 2 --- --- 60 -- -- 6 --- --- 0 ------ ------ 10.0 0 -- ------ 0 --- 8 --- --- 40 -- -- 2 --- --- COMPRESSOR #I ----------- ----------- 2 --- 3 --- --- 5 --- COOKTOP ----------- OAS 2 --- 20 -- 12 --- 1.5 --- 0 -- 0 ------ ------ 5.0 10 --- --- 30 -- -- 2 --- -- DRYER ------- ----------- b --- T - -- ----------- --- -- --- ------ -- b q --- HOOD ----------- 1 --- 20 -- 12 --- 1.2 ------ O O ------ 1.5 12 --- 20 -- I --- WASHER ------------ 10 -- - 11- DBL OVEN ----------- ----------- - 2- --- 50 -- -- - 6 --- 12.0 --- ------ O -- O -- 1.0 --- 12 --- 20 -- 1 --- 6ARBA6E DISPOSAL ----------- 12 --- 13 --- 0 ------ 1.2 12 --- 20 -- 1 --- DISHHASHER ----------- 14 --- 15 --- REFRIGERATOR ----------- - 1- 20 -- 12 --- -1.2-- O O ------ 0.5 12 --- 20 -- 1 --- BATH 6F1 RECEPT. ----------- - Ib 1-7 - -- REFR16ERATOR ----------- (LAUNDRY RM) - 1 - 20 -- 12 --- -1.2-- O O ------ 0.5 12 --- 20 -- 1 --- BATH 6F1 RECEPT. ----------- - ib Iq --- MICROWAVE ----------- - 1- 20 -- 12 --- _1.2 -- O 0 ------ 0.4 12 --- 20 -- 1 --- O.H. DOOR OPENER ----------- 20 --- 21 --- GAS IN5TAHOT HATER ----------- HEATER I --- 20 -- 12 --- 1.5 --- O -- O ------ 0.4 12 --- 20 -'- - 1 - O.H. DOOR OPENER ----------- 22 --- 23 --- SMALL APPLIANCE ----------- I --- 20 -- 12 --- 1.5 --- O -- O ------ 0.4 12 --- 20 -- 1 - -- O.H. DOOR OPENER ----------- 24 --- -25- ----------- -SMALL APPLIANCE 1 - -- 20 -- 12- - ------ - I.5 O O -- ---- 0.5 12 --- 20 -- I - -- COUNTER 6FI RECEPT. ----------- 26 - -- 2T --- GAS WATER HEATER ----------- 1 --- 20 -- 12 --- -I.S-- O O -- 0.5 --- 12 --- 20 -- 1 --- COUNTER 6FI RECEPT. ----------- 26 --- 2q --- SPARE ----------- --- -- --- ------ O ------ 0.5 12 --- 20 -- 1 --- COUNTER 6FI RECEPT. ----------- 30 --- 3I --- SPARE ----------- --- -- --- --- -- O ------ 0.5 12 --- 20 -- I --- EXT. 6FI RECEPT. ----------- 32 --- 33 --- SPARE ----------- --- -- --- --- -- O --0.5 ---- -12 -- 20 -- I - -- EXT. 6FI RECEPT.--- ------------ 54 35 --- SPARE ----------- --- -- --- --- -- ------ --- -- _ - _ SPARE ----------- - 56 5-1 SPARE --- SPARE ------- 36 39I --- SPARE ----------- t --- SPARE -40 SPARE ----------------- -- --- --- -- ---SPARE ------- 42 --- 5U5 TOTAL 24.5 10.0 O 13.4 SUB TOTAL TOTAL (NO A/C) 51.1 Ist 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.08 A/C LOAD AT 65% = 6.5 TOTAL = 2753 x 1000 / 240 = 114R AMPS THI5 PANEL 200 AMP ELEC. PANEL "B" 10,000 AIC RATED CIRO. DESCRIPTION POLE BKR WIRE KVA. 100% 100% KVA. HIRE BKR POLE I DESCRIPTION CIRO. -- I AHU HEAT PUMP#2 - 2- 60 b 1 O q.6 O O 8 40 - It- 2 --- COMPRESSOR #2 -- ----------- 2 --4 3 HANGAR SUB PNL. ---------------------- ----------- 2 --- 100 -- 4 ---- Iq.O -- - -- ---- O -- - O -- 0.4-7 --- 14 --- I - OENELI&HTIN6 R -6 F5-i- --- 14 --- It -- --- GENERAL LIGHTING ----------- g q --- GENERAL LIGHTING ----------- 1 --- 15 -- 14 --- 0.4? -- O -- O -- - 0.4"I --- 14 --- IS -'- I --- GENERAL LI6HTIN6 - - 10 II --- GENERAL LIGHTING ----------- I --- IS -- 14 --- 0.4'f --- O -- O ------ 0.4-1 14 -------------------------- 16 I GENERAL LIGHTING 12 15 --- GENERAL L16HTIN6 ----------- 1 --- 15 -- 14 --- 0.4"I --- O -- O -- 0.4-7 --- 14 --- It -'^ I --- 6ENERAL L16HTIN6 ----------- - 14 IS - -- GENERAL LI&HTIN6 ----------- --- 1514 -- --- 0.41 -- O -- O ------ 0.4-1 14 --- 16 --- GENERAL L16HTIN6 - Ib --- 1� --- GENERAL LISHTIN6 ----------- I --- 15 -- 14 --- 0.41 --- O -- O ------ 0.41 14 --- Iffi I --- 6ENERAL L16HTINCS ----------- IS --- Iq- - - GENERAL LIGHTING ----------- 1 --- 15 -- 14 --- 0.4-1 --- O -- O ------ 0.4-1 -14 -- 16 ------------- - GENERAL L16HTING 20 --- - 21 -- GENERAL LIGHTIN6 ----------- 1 --- 15 -- 14- -- 0.4-1 ------ O O -- 0.471 --- 14 --- 15 -" 1 --- GENERAL LIGHTING ----------- 22 --- 23 GENERAL LIGHTING L 15 14 0.,t7 - O O 0.4-1 f 14 it I GENERAL LIGHTING 24 25 6ENERAL LIGHTING 15 14 0.4-1 O O 0.4"I 14 16 I GENERAL LIGHTING 26 2T GENERAL LISHTIN6 1 IS 14 0.471 O O 0.4"I 14 15 I GENERAL LI6HTIN6 26 -2q - -------------- - GENERAL L16HTIN6- - I ---15--14 0.4"1- -- O -- O -- 0.4"1 --- 14 - -- 16 -- ----- - GENERAL LIGHTING -------- 50 --- 31 SPARE O 0.4-1 14 15 GENERAL LIGHTING 32 -33- ------------ SPARE --- -- --- ------ -- --- --- -- --- ----------- 54 --- 35 SPARE 3T SPARE --- SPACE 38 3q SPARE --- SPACE -40 -41- SPARE ----------- --- -- --- -- -- ------ --- -- --- SPACE ------- 42 --- 5U5 TOTAL 24.1i qb 1 O 16.55 1 SUB TOTAL TOTAL (NO A/C) 50.15 let 10,000 at 100% = 10.00 REMAINDER AT 40% = 5.5 A/C LOAD AT 65% = 6.24 TOT - x 1000 / 240 = 102.25 AMP5 THIS PANEL 9-i Pf PI PI L- - - - - - - -1- - - - - - - J KH. >N 100 AMP SUB. HANGAR PANEL 11C" %000 AIC RATED GIRO. I DESCRIPTION POLE BKR HIRE KVA. 100% 100% KVA. HIRE BKR POLE I DESCRIPTION GIRO. I 220 PEP 2 30 10 5.0 O o .5 12 20 I 6EN LIGHTING 2 .5 12 20 6EN LIGHTING --4 - 5 220 PEP ------ ----------- 2 --- 30 -- 10 --- 5.0 --- 0 - - 0 S 12 20 1 6EN LIGHTING --6 - % O ------ S 12 --- 20 -- I --- &EN LIGHTING ----------- - 16 q --- 220 PEP ----------- ----------- 2 --- --- 30 -- -- 10 --- --- 5.0 --- --- O -- -- O ------ .5 12 --- 20 -- 1 --- 6FI ----------- 10 --- 11 --- o -- S --- 12 --- 20 -- --- 6FI ----------- 12 --- 13 CFI---------- 1 20 12 .5 O O 20 GFI 14 IS --- -I'l AHU HEAT PUMP ----------- HANGAR MINISPLT ----------- 2 --- --- 40 -- -- 6 --- --- 0 --- -- 5.0 -- --- O -- --- - I 30 -- 2 --- -- COMPRE55OR ----------- HANGAR MINI SPLIT ----------- Ib --- -Ib Iq ---- SPARE -- --- SPARE ----------- --- SUB TOTAL 15.5 O 0 3.5 SUB TOTAL TOTAL (NO A/C) 19. Ist 10,000 at 100% = 10.00 REMAINDER AT 40% = 5.6 A/C LOAD AT 65% = 5.25 TOTAL - I&M x 1000 / 240 = 10.02 AMPS THIS PANEL revisions no. designed AN drawn PAR checked AN date 2/6/Iq scale 1/4' = V-O" (U.N.0) job no. P2K-16-0104 . MAR W U � Z W V) ~ 0 00 LL J zw J 0=z z W O V J W ~ w crj LO U J OJ N z O O O 04 w Q m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W.PACE2000HOMES.COM W O Chi O O drawing ELECTRICAL PLAN sheet E-1 A.I.C. CALCULATIONS (2 x 40 x 26,144)/(5000 x 240) = 1.75 1/1 a 1.75 = .36 .36 x 26,144 = 4525.04 A.LC. OF SERVILE = 4525.04 A.I.G. RATIN6 OF PANEL = 10,000 ELECTRICAL NOTES: A. NEAT STRIP LOAD GOVERNS OVER COIOEN50R UNIT LOAD. B. 6ENERAL 06HTIN6 CALCULATED a 3,43b (SO.FT) x 3 (XATT*WFTJ = 11,614 / 25 (6ENLT6.CIR) = 472M (WATT5/E4) C. CONDUIT SIZE. 17 SEE 509-PANEL CALCULATIONS. R. BRANCH CIRCUITS RUN IN ROMEX. TOTAL LOAD CALCS. PANEL 'A' 114AO AMPS PANEL E' 10215 AMPS TOTAL CONNECTED LOAD 217.15 AMPS (2) SETS OF 0) AVO AW6. 7HWN IN 2 I/2' CONDUIT -7 (05ET OF (W #2/0 AW6. THPN IN 1-1/2' CONDUIT METER PANEL g• G PANEL1200 O D15G 200A DISC PANEL Ham' 200A 20A A PA EL 2 200A 2 A 200A WSET OF (5) #4 AWS. THHN IN In CONDUIT — (2)K2 CU. 6ND. WIRE TO COLD HATER PIPE AND 1-5/6' 60X 10' CU 5LPPLEI•ENTAL 6RdMD ROO AND TO ONE REINFORCEIN6 BAR IN THE FOUNDATION 20'-0' LONG MIN ELECTRICAL RISER DIAGRAM ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE 4 TELEVISION JACK PREWIRED sn SMOKE DETECTOR FEI'l FP•4L. METER E DISC. I H DUPLEX RECEPTACLE AT BASEl a THREE WAY If AT 12' ARECEPTACLE01 DI IT5G0 AIEGT ® BREAKER PANEL Q�j� DUPLEX RECEPTACLE i 5WITGH oT HVAG PADDLE FAN EXHAUST Ilc AT b" ABV. COUNTER 4 FOUR WAY I THERM05TAT MU OR HOU LIGHT FAN ?DUPLEX GFI DUPLEX RECEPTACLE FLUSH IN FLOOR RECEPTACLEi GROUND FAULT DUPLEX RECEPTACLEW TOP REGSWICHE R o �K SWITCH RHI05TAT SWITCH DIMMER KEY QM ® 6INTERCOM O'O F.FS� AT TELEPHONE OUTLET AT 124 A.F.F. TELEPHONE FLUSHLOKI Z iii LIGHT INCANDESCENTL16HT FIXTURE 01-6. MNTED. FIXTURE MNTD. F L p� I EXHAUST PAN LV DOOR RELEASE VOLUME CONTROL II wP DUPLEX WATERPROOF RECEPTACLE SECURITY KEYPAD ® SPEAKER® IN CL5. H CL6. MOUNTED RECEPTACLE T*^ i,uc DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX SECURITY j_J L16M ® HI HAT VAPOR PROOF ® LON VOLTAGE TRANSFORMER c GFI 6FI DUPLEX RECEP. AT b" ABCOMM V. CO I DOOR CHIME REGE55ED EYEBALL FLUORESCENT STRIP FIXTURE FB CEILING MTD. FAN BOX Q I STATEROOM (SLAVE) DPU5HBUITON Q� II G I GFI RECEPTACLE 220 OUTLET LT ![ EXAC revisions no. date designed AN drawn PAR checked AN date 216M scale 1/4" = I'-0" (UNA) fob no. P2K-16-0104 . MAR W C Z W a 0 U) o� F- opvu- J z W J OZz Z Q Q Q O o Z W V N H W - V J Q a c G J U) m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W.PACE2000HOMES.COM W O E O - Z am CM_ ���T��i�.............. o oMMM' ���� drawing SECOND MCHANICAL PLAN FOOTING SCHEDULE DETAIL MARK SIZE (WKD) REINFORCING DESCRIPTION NO. W3 to COW - 1 TOP # 2 BTM. EXTERIOR MONOLITHIC F-I IB°xlbxGONT. W SINGLE LAYER OF ME5H Wy,3�>0 _CONT. - I TOP d 2 BTM. " ONE STORY 1 EXTERIOR MONOLITHIC F 1 21 xlb CONT. FROM ED6E�OF 6 TWO STORY I W/3 05 GONT. - I TOP d 2 STM. LAYER EXTERIOR MONOLITHIC P-3 21x36xGONT 3P" MOM EEDSE Or PTO DO STORY 63 W/3 05 WK. - I TOP t 2 BTM. W/SINSLE LAYER OF ME5H LG. TRANSFER BARS e EXTERIOR MONOLITHIC F-4 21 1iSxGONT. 12' O.G. W/AGI STD. HOOKS TNO STORY 1 W/5 65 GONT. - I TOP d 2 BTM. WU 51 LAYER OF MESH EXTERIOR MONOLITHICI6 F-5 x36xGONT. FROSLEM 53' FROM EDEiE OF PTO ONE STORY 63 W/3 05 C.ONT. - I TOP 8 2 BTM. W 51NSL.E LAYER OF MESH EXTERIOR MONOLITHIC F b IB'x36'xGONT. 53' FROM EDGE OF FT6 AT SHOWER RECESS 65 W13 #5 COW INTERIOR MONOLITHIC F-7 110xI6xCONT. I TOP $ 1 BTM. TYV STORY 27, 31 P4 05 CONT. INTERIOR MONOLITHIC F-b 2x16xGONT I TOP t 2 BTM. TWO STORY 33 PAD AT EXTERIOR FIT 4'-O' x 7'-0' x 12' W5 05 E.W. BM MONOLITHIC 14 PAD AT EXTERIOR F-10 3'-O° x 3'-O' x 12' W4 MS EX 5771f. MONOLITHIC Ig PAD AT EXTERIOR F-11 S'-b" x 3 6" x 12° W4 05 EX STM. MONOLITHIC Ig PAD AT EXTERIOR P-12 I 4'-0" x 4'-0" x 12' W5 #5 EA BTM MONOLITHIC Iq PAD AT INTERIOR STEEL F-13 24" x 1'-6' x 12' We 05 Ex BTM. COLUMN b PAD AT INTERIOR STEEL F-14 3 =0" x 3'-0' x 12' W4 #5 EA 871.1. COLUMN b PAD AT INTERIOR STEEL F--I5 3'-0" x 5'-O" x 12, W #5 It 0 12' O.G. ETV. BTM. COL"6 W/6 x6 E.W. BTM. 161/13' 6x13'-b" OBL LAYER OF PAD AT INTERIOR STEED. F-I6 5'-0" x 5'-0' x I6" MESFI CENTERED C T.S. COL. COLUMN 32 PAD AT INTERIOR F-17 SW x 3',60 x W W4 #5 EX STM MASONRY COLUMN MA PAD AT INTERIOR WOOD P-I6 24 x 2'-6° x 12' W5 $5 ENV. 57M POST 6 K/5 0 GONT. - I TOP t 2 BTM. " NSLE LAYER OF MESH W*)&-10• 1-6. TRANSFER BARS a EXTERIOR MONOLITHIC, P-Ig 11 x36"xCONT. 72' O.C. WADI 5TD. HOOKS TWO STORY 63 THICKENED EDGE TE-I 10" x DROP x CONT. W145 CONT. AT DROP 54 THICKENED WISE TE-4 IO" x DROP x CONT. W #S CONT. AT STEP 37 I MATGHINI6 D FOR R�E55 LARGER COLUMNS 46 BAR BAR DIA. THAN BASS E PL. ALL MIN W15TD. HOOKS AROUND, DEPTH A5 STEEL COLUMN INT. BEARIN5 WALL WELDED WIRE MESH, SEE III SEE PRAMIN6 PLAN .:I SCHEDULE READ. FILL W6ROUT I I I PAD REBAR SEE I I ANCHOR BOLTS TRANSVERSE REBAR TOP BENT BARS AS FOOTING SCHEDULE I I t BASE PLATE ONLY AS READ. RWV, SEE SGHED EDGE BARS ALWAYS I I SEE SCHEDULE SEE POOTIN5 SGNED. TRANSVERSE ROAR REMAIN SPACE DED I WELWELDED WIRE MESH n 1 WHERE OLO O EQUALLY I I WIRE MESH 4 z 4Ila 75CHEIP. 00TING REBAR ~E Q EQ. FO. CONT. REBAR INI65G.SEE FOOTIN45 SGHED. MIT CENTER BAR SEE 5G DULE5G ULEOMIT CENTER BAR ONLY (2) REQD. WHEN ONLY (2) REOD O EXT. CONT. MONOLITHIC O INT. PAD AT STEEL COL. INT. CONT. MONOLITHIC, WOOD POST, b" MATGHINI6 DOWEL S FOR INT BEARING WALL 5W FRAMING PLAN WELDED WIRE MESH COLUMNS 48 BAR VIA SEE FRAMING PLAN MIN kJ/STD. HOOKS PAD REBAR/ [ DEp WIRE PAD REBAR SEE POOVN5 SCHED. N�ELD (D S FOotrN6 S W N a5 CONr. TRANSVERSE REBAR EDGE BARS ALWAYS �DMI I .4 BOSE BARS ALWAYS OY OO �SnV REMAIN SPACE REMAIN. WAGE OTHERS EQUALLY. = 1 t OTHERS EQUALLY. - - A. - — — — WELDEDWIRE 4 ' A 4 Ae n LL 4 11 r-= ?- CONT. ROARSa SEE HER EQ. EQ. EQ. EO. OT EO. EQ. FOOTING 5GHED. OMIT DEETAILS FOR TER BAR WREN SEE SG ULE SEE DOLE � ND SCHEDULE ONLY (2) Fx-=. O IN . MONOLITHI PAD Iq EXT. MONOLITHIC, AT PAD 31 INT. CONT. MONOLITHIC RECESS 2"LARGER 6' ALL AROMPEPH THEN BASE PL. HIATGHIN6 MATCHING DOWELS INT BEARING WALL AS READ. FILL STEEL COLUMN DOWELS FOR FOR COLUMNS _ 48 I SEE FRAMING PLAN WET I I GOLUNINS - 46 INT BEARING WAIL BAR VIA. MIN. W W xSxGONT i i ANCHOR BOLTS BAR DIA. MIN FRAMING FLAN STD. NOOKS PAD REBAR SEE d BASE PLATE W STD. NOOKS TRANSVERSE RWAR FOOTING SGHED. SEE SC+EPULEEDGE BARS AL4AY5 MESH FOO ITITNS SS&EDME I I � PO ND SGHED Wl� I REMAIN. SPACE �aE BARS ALWAYS t IRE MESH OTHERS EQUALLY. REMAIN - SPACE III IRE MESH I� I OTTERS C-QUALLY 4 _A. _._. _ �. _0 I 4 4•. 4 M � • ° IIr•.4 CONT REBAR EQ EQ 32 INT. PAD AT 5 4. ..., MESH 4. t EQ. EO. SEE P001°IN5 WHED. SCHEDULE OMIT 66031 BAR SEE EDULE WREN ONLY (2) REQD TE L COL. 33 INT. CONT. MONOLITHIC � IN . MONOLITHIC PAD MATGHIN6 VOWELS FOF 1-#S CON). 7710.1 ._._._.• 3° MIN GO 34 THICKENED EDGE #1 rdr. a FOOTING REBAR SEE FOOTING iv s— SGHED.OMIT xD CENTER BAR WHEN ONLY (2) REM. 65 MONOLITHIC FOOT NG I m3 NOSING TYPICAL , SEE PLAN FOR A67VAL NO. 6 DIM. OF RISERS AND TREADS 37 THICKENED EDGE #4 TOP BENT 13AR5 A5 RWV, SEE WED SEE FOOTIN6AR 5GIED.OMIT 5,,Hw. CENTER BAR WREN ONLY (2) REQD. 63 TYP. EXT. DEEP MONOLITHIC, FOOTING COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bx6 GONG. BLK. WI PULLY 6RO1TW CELL W/I-4115 VERT. EA. CELL G-I BLOCK 0 6'-O° O/C MAX OR AS LOCATED ON PLANS bxl6 G 2 BLOCK GONG. BLOCK W2 FU.Y GROUTED CELLS WI-#5 VERT. EA. CELL W.2 RINKER 132q OR EQUAL C-3 I BLOCK COW.'O' BILK. FULLY GROUTED W2-0 VERT. OX16 G-4 GONG. 4-xb VERT. Wr3 TIES 0 6' O/G PROVIDE STEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS BASE 3-1/153-1/1xl/4' PLATE T x T' x 5/6' W(4) 5/b' DIA. THREADED RODS W4" MIN. C-5 WE STEEL EMBED. SET IN EPDXY 45° IRREGULAR MWER TMgO OR EQUAL C-6 BLOCK FILLY GROUTED W14 3 VERT. EA. CELL. FII r LT �1 — 4 THK PAD 0 Y 4 4 L 1' r COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 45° IRREGULAR RINKER TggO OR EQMAL C-7 BLOCK FILLY GROUTED WA-ft VERT. EA. CELL. bx12 RINKER T32q OR EQUAL G b BLOCK GONG. O' BLK. FULLY 6ROMTED W/2-* VERT. (2) BAR5 EACH FACE OX16 G q BLOCK GONG. BLOCK W2 FULLY GRaMV CELLS WI-* VERT. EA CELL bx24 G-10 GONG. 6-M6 VERT. W 03 TIES O 6" 0/0 b(l6 G II BLOCK GONGBLOCK W/2 RUT' GROUTED CELLS WI-07 VERT. EA. CELL 4x4x1/4' PROVIDE STEEL GAP PLATE AID SADDLE AS NOTED ON DETAILS C-I2 TUBE STEEL BASE PLATE 10" x 10' x 3/4' W(4) 3/4' DIA. WA W6" MIN EMBED. 3-I/1 x3-1/2'xl/4' PROVIDE STEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS G-13 TIDE STEEL BASE PLATE 6" x b" x 5/6'W/(4) 5/0" DIA. WA. W4' MIN EMIAW. 3-1/2x3-1/1'x1/4' PROVIDE STEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS C-14 TVW 57EM BASE PLATE 6° x 6" x 5/6"W(4) 5/b" DIA. WA W4' MIN EMBED. 5'-214 5'-"I" 5'- " 2'-q 1/2' 2'-4 1/2" Fq r — — — — — — 7 0 FIO _ Gq 8GII GII G4 3 iy G41 I Cf4 G G3 G2 9 G2 r:_: G3 ©:1, , . 11Q0 1 -- Mimi 1111112110011ro-0101111111 I--------------� ------ O——" I -- — — — — 0--------------- O F4 I, Ibm F4 F4 �mu1 I o I i 14 r 9I O I v G2 I FI-T NOTE O.C. AUDIO CONDUIT TO I BE LOCATED BY OWNER BEFORE SLAB POUR 0 L T TJ I I I I I F3 IA'-4" I i I I Flo I Q F5 I I 4 I I I O01-O" FIN. FLOOR SLAB I I I CENTERLINE OF 1 BEARING WALL ABOVE g'-6° 22'-1' I FOR REPEII I 7 1 I I DD 2,_I. 13,_101i I —04 WD POST TE-I TE-4 I L J TOP a 10'-00 I 0 — — — — — — — — — — — — I 24' DROP — I TE UNDEROROl1ND ELECTRICAL 001 IPUIT 13 l7 p I F15 1 cli NOE OAS LINE TO GA5 TANK r GI 1 I I O— a(LOCATION BY 5.G) FIB L — — 1 -o" 1 " " 1 ��° � GI I- _ _I I Q I I ID I © F14-TOP o-0T m I Q G2 6 I I CENTERLINE OF — — J iq L — J A.F.F. >_ 16'-2" —BEARING WALL m _ 1 I 'EVE � -I 1'-II" L 4' " I I I � I FI3 �13 I 9` L IN SET T�-I— I L — _ GBEARI�N01 6IwAu I I I 13 PLU511 W/FI FLOA N _I I. I �f, ABOVE I CENTERLINE OF �� G12 FI6 i I I L— T— J 1~ 244 DROP I IS I 2F SLOPE DN1. I r� 10 ` n I Flq i3 0 FII -----t-- Flo I ©© 0 mr- G 02 I � I I is m 11 1 I --- �� -----J FIO I FI I ©0 00 0©©0 0 -------I Gq Gq Gq Gq 11111111001 10011111111111101 Mne TYP. 10'-01, J_ $ 12 BEARING WALLABOVE — = s- ...:oROP..... I n � I ROLE-.Irr 1 R I I L TE-I -5" 4'-5" 1 I CENTERLINE OF 1 F7 BEARING WALL iv I ABOVE F5 GB I I I o I I I F5 I F5 -----J Q G I F5 0 G3 02 revisions no. designed AN drawn PAR checked AN date 3/3/I41 scale 1/4' = I' -Om (UND) job no. P2K-16-0104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. Sb ei-alEngineering & Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 P h ti Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 Lli U Y z W a _0 Q 0 U) QJ O ILL. J Z W J a 0 = Zoo U) ~ U J OJ U) 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WW W.PACE2000HOMES.COM WO O O z ate_ drawing FOUNDATION PLAN sheet S-1 TIE -BEAM SCHEDULE REIWORGIN6 p3 HOOPS TOP MID BTM MARK SIZE OR STIRRUPS REMARKS rtr TIE BEAM CONT. T13-1 6x12 205 - 2#5 NONE REW. I LBS5 NOTED OTHERWISE $3 STIRRUPS a B-I W4 245 6#5 2*7 12" O.G. MID. REIN, a 114 POINTS B-2 8x24 206 - 406 #3 STIRRUPS a 10" O.G. PROVIDE BOT BARS IN 2 LAYERS OF (2) #6 BARS K12' SEP. BETWEEN BARS #5 STIRRUPS e B-3 8x44 2#1 IZ" O.G. MID. REINa be POINTS #3 HOOPS a B-4 6x50 F2#7 4T5 2#T 12" O.G. MIDREIN. a 115 POINTS TYPICAL MA50MRY BOND BEAM CONT.IKASS 1 SX/6 - - NONE REW. NOTED OTHERWISEBB (TT2yy)pp(r�G 5 FILLED BB-2 6x16 2#3 - 2#5 NONE REW. UW-699 NOTED OSERY BOND BEAM CONT. (2) COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L-I Bx26 1#5 - 1#5 NONE REGD. ALL COLRS!5 FILLED GASTGRETE H16W STRENGTH LINTEL 1 2 8x12 1#5 - 1#5 NONE REDO. ALL CODS FILLED CA5TCRETE WISH STRENGTH LINTEL L-3 Bx36 i#S - 1#5 NONE READ. ALL COURSES FILLED CA97GRETE HIGH STRENGTH LINTEL L-4 6x24 1415 - N5 NONE REW. (s) COIF FILLED CA9TCRETE H16H STRENGTH LINTEL L-5 642 1#5 - h5 NONE REDO. (4) COURSES FILLED CA9TCRETE NI SH STRENGTH LINTEL L-6 bx33 IM5 - 1#5 NONE REW. ALL COURSES FILLED CASTCRETE H16W STRENGTH LINTEL L-7 8x40 1#5 - H5 NONE REW. ALL COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L4 6x60 1#'5 - 1#3 NONE REDO. ALL GOURD FILLED CA24TGRETE HIGH STRENGTH LINTEL L-4 0x48 BB-2 - 103 NONE REDO. ALL COURSES FILLED W/38-2 ABV. L-10 Bx43 TB-1 - 1#5 NONE REDO. CASTCRETE H16H STRENGTH LINTEL ALL COLR�S FILLEDW T-I ABV. L-11 Bx105 BB-2 - 1#5 NONE READ. CAgTCRETE H16H STRENGTH LINTEL ALL. COURSES FILLED NIBS-2 ABV. GASTCRETE H16H STRENGTH LINTEL L-12 6xQ 1#5 - 15 NOW REDO. ALL COAR-q 5 FILLED GASTCRETE WISH STREWTH LINTEL L-13 6x20 1#5 - 1#5 NONE REGO. ALL COURSES FILLED 12'-0' T.O.TB. - - 12'-O' TOME. 12'-0' T, .TE. 10'-0" TA.TB. 11 A T.O. 2x4 WOOD BEARD WALL 0 101-0" A.F /AA A-5 IMPA n I 44 I ry ry I I BB•2 L-9 B•3 — — — (M.O. 019" HTJ I E--24" DP PRE EN61NEERED VC ------ FLOOR u TYPICAL ,T.O. 2x4 WOOD BEARING ' WALL a 10'-O" A.F.F. - - - - GIRDER TRUSS TOP 0 12'-0" "' ATTIC I I 2 TKISSE5 RAGE 4' GONG. SLAB OVER CHIMNEY KAM* 12' O.G. E.W. MID. KNOCKOUT FAGESHELL a L-II TO ALLOW CONC. r INTERLOCK. HOOK ALL BARS INTO rq 55-1 E L-II. SLOPE PER ELEVATIONS. ~ Q i / 4X4 WV POST TOP I a 10'-0" A.F.F. 1 i T.O. T.S. COL. 0 10'-0" A.F.F. T-- '2 T.O. 2x& WOOD 5EARIN6 WALL o 10'-0" A.F.F. �' I �OPPENtn -� TA. T.5. COL. 0 10'-0" A.F.F. ; A 2 7 I I I < PRE 0! STAIR W LT.. _ WD. ROOE_> L-8 Lu ERL _ • • �1 0LEM 51M. oIq Qq Q4 94 44 I n r /4X4 WD P05T TOP 0 10'-0" A.F.F. -T.O. T.5. COL. . 0 10'-0" A.F.F. f G. T. BOT a 10'-0" ATTIC STORAGE TRV55E5 TA. 2x6 WOOD BE WALL a 12'-0" AP L-4 71 THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. revisions no. designed AN drawn PAR checked AN date 3/3/I41 scale 1/4, _ I' -ON (UN.0) job no. P2K-1"104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. Stmeav —ftme xg&Cost SWegaBon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 Shawn M. Stambaugh, PE FL LIC. 61850 - CA 26210 W U Z W a Q ^0 V) U) CC 0 J p=Z w z Q Q Q O o Z w U N C%) � Lu w Q H J d C _J G U) m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W.PACE2000HOMES.COM %V V0 V O ate_ drawing SHOP CEILING FRAMING PLAN sheet HS-2 14/32" ROOF PLYWOOD. NAIL PER TRUSS MFR. PER DIAPHRAGM 5GItEDULE R5 5/6' WEDGE GOUT 2x4 VERT. 0 ) 16 NA 2" ANCHORS EA. FLANGE NAIL To 1R1/55 Y4 (3J I6d NAILS ENS. AND APPROVED WOOD TIES SEE �° W 4' MIN. EMBED TYP. WALL SECTION FOR ACTUAL HEEL 3" I RAW EXT. PLYYm. SHEATHING, AND OVERHANG CONDITIONS PRE EN61NEfRED y10.0D NAIL PER DIAPHRACM SCHEDULE SEE TRU55 CONNECTOR SCHEDULE ROOF 7RLI5S 0 24' O/C 8 2n SELECT CONNECTOR 5HOWN ON BRACING PLANS INSTALL PER MFR. SIMPSON MST 61PZER TIEDONN 1 r-- ----I SPECIFICATIONS ABOVE 4 BELOW W/ 5/6"---IL— e PLAN THIW-BOLT CONNECTING, THE 10. WALL TWO TOGETHER 4 (22) ION ----- ------ � � NAILS TO TRU55/P05T r m VIEW IoL *1 3/I60 3 �11 2X4 BLOCKING, WITH t 5TUP WALL I� o VIEW (5) I6d TOE NAILS EE. NOR CONT 2(4 HORIZ. NAIL TO PERT. GONG. 71E-BEAM OR BOND BEAM �n k W 0) Ibd NAILS. 160 GMA/ WAIL (2) 5/6" VIA. SECTION 14/32 EfT. PLYWOOD 1/4' THICK PLATE THROU&H BOLTS 51EATHING, BOTTOM UPLIFT CAPACITY = 3465110 HANSER BE 2• CONNECTION DETAIL 2. CONNECTION DETAIL 2• CONNNSEMAYONNDE�TAIDE 12. CONNECTION DETAIL BLOCK OR MASONRY 51MP50N H4 HURRIGANE GLIP EA. LOOKOUT 5/6' ROOF SHEATHING, W I0d NAILS 0 COLUMN =� PLAN TO 6E TRUSS W/ (4) 8d NAILS EA MEh�ER 4" 0/G INTO BLOCKING, AND LOOKOUT OTT 400 � GDER TRUSSES �OI CONT. FASCIA BOARD (SEE WALL 5EGTIONI LOCATIOx (5LE FRAMING PLAN) C 2X P.T. FASTEN TO COLUMN W/ 1/2" NAIL TO LOOKOUT W 0) I6d 0 6' 0/G d WEDGE ANCHORS 0 24' OX 0)16D TYP. 1x4 LOOKOUT FOR O.H. o I6I O/C END VERTICAL BLOCK VERT. 4 6" MAX. FROM ENDS BY TRUSS MFR. EXTERIOR WALL SHEATHING 2x4 SP 2x4 BLOCKING, ANCHORED TO LOOKOUT W/ SEE 4FEARW4lL SCHEDULE BLOCKING 1/4' STEEL SEAT FOR NAILING REQUIREMENTS a 16' 0/G (2) IOd TOENAILS EE. HOLD SHEATHING AWAY FROM 2x4 DIAGONAL BRACE RESTRAINT LOCATION MASONRY WALL 1/4" MIN AS SHONAI ON PLAN BLOCK OR MASONRY (2) IOd TYP. GOLUN N SE: PLAN EA. TRIPS WALL SHEATHING NAIL PER SCHEDULE 2X P.T. FASTEN TO COLUMN W/ 1/2" 4 1/4' WEDGE ANCHORS a 24" 0/G VERT. 4 • GABLE END FASTEN TO SLEEPER NU I6d NAILS o e �6' MAX. FROM ENDS REINFORCE 8' OX TYPICAL (4) 5/6' DIAL e 2X4 5LEEPER FASTEN TO BEAM We o e REINFORCE VERTICAL MEMBERS J . THRU BOLTS (2) t 1� e EXTERIOR WALL SHEATHING r- SABL E Elm TRUSS YU2x4 CONTEA. BIRDER END 3 IT SEE SFEARWALL 5GHE'Dl11.E T-BRACE AT EA. VERT. • • HILT] XDNI 2-5/b' LS. 0 6' O/G , FOR NAILING REQUIREMENTS. NAIL x/I6d NAILS a 6' O/G USP HTAI2 EMBEDDED STRAP W/ W IOd X O FASTEN To END STUD W/ Ibd NAILS AT PLAN VIEW I-I/2" NAILS a EA. TRJ55 VERT. WEB (24" OX) VERIFY W TUBE STEEL 2 12'0/0 VERT, 4 6" (MAX) FROM ENDS AT T-BRACE GONT, GONG, OR MASONRY TIE BEAM SEE TIE TRUSS MF& 4" COLUMN (SEE 2 NOTE: USE 3"x3"xl/4" M. WA5HER5, TYP., EA. ANCHOR BEAM SCHEDULE PRIOR TO FABR PLAN) 2. CONNECTION DETAIL 2. CONNECTION DETAIL 2x4 LATERAL BRACING, LOCATION A55HOWN 12• CONNECTION DETAIL ON PLAN 14/32' ROOF PLYWOOD W 10d NAILS 0 4' O/C 14/32' ROOF PLYWOOD. NAIL M/32' ROOF PLYWOOD. NAIL INTO 2x4 5P BLOCKING (FLAM-Z x CONT. PER DIAPHRAGM SCHEDULE ENS. AND APPROVED WOOD TRUSSES SEE BLACK OR MASONRY PER DIAPHRAGM SCHEDULE COLUMN SEE PLAN PRE -ENS. WOOD TRU555 SEE PRE-EN5. WOOD TRUSSES Alm OVERHANG SEE TYP WALL NG CONDITIONSACTUAL TYP. WALL SECTION FOR ACTUAL TYP. WALL SECTION FOR2X P.T. FASTEN TO COLUMN W I/4" HEEL AND O.H. CONDITIONS ACTUAL HEEL AND O.H. SEE TRUSS CONNECTOR 5GHEDULE SELECTEr--DIA. TAPGON5 0 12" 0/6 VERT. CONDITIONS CONNECTOR BASED ON BRACING PLANS INSTALL 5TASSERED 4 6" MAX. FROM USP RT16A or RTI6-2 GLIP W/ (4) PER. MFR. SPECIFICATIONS ENDS IOd x 1-1/2" NAILS TO TRJ5 x 1 4 (6) USP RT16A OR RCLIP W/ ION NAILS TO PLATE (4) ION x -1/2" NAAILSILS TO TRUSS X�RAGE �TYEEN EVB2Y 1 (6) IOd NAILS TO ST TRUSS YV 2x4 SP 4 (2) Ibd END STRAP DBL. TOP PLATE TO NAILS, EA. END ELEV. 5=6 WU5P "5FTH46 OR b" PRE -ENS HD. GIRDER EA. PTRUSS SM W 0.4510 BLACK OR MASONRY 2x 51UD5 U-STRAP OVER TOP PLATE AND PA.F. x3" LS. 04° 0/G x CONT. COLUMN SEE PLAN 0 16' O/G DOWN EA. SIDE W/ (6) IOd NAILS (SEE (TYPICAL) SECTION ELEV. (I) I6D NAIL SEE �PLAN 2X P.T. FASTEN TO COLUMN W/ 1/4 DIAL TAPCONS a 120/0 SOLID BLOCKIN6 0 4'-0" OX VERT. MAX. - TO YNa l Y STAGGERED 4 b" MAX. FROM MAX. UPLIFT = 1380K GONG. TIE -BEAM ENDS OR MA501RY BOND BEAM MAX. UPLIFT = 13BOe FI MAX. = 6000 SEE BEAM SG COULE FASTEN TO END STUD W/ Ibd NAILS AT FI MAX. = 600e 1 F2 MAX. = 600 120 OX VERT. 4 6' (MAX) FROM ENDS F2 MAX = 645x 12 2CONNECTION DETAIL 2• CONNECTION DETAIL 2 CONNECTION DETAIL e CONNECTION DETAIL e• 14/32' ROOF PLYWOOD. NAIL SIMPSON H4 HURRICANE CLIP ZA. LOOKOUT PER DIAPHRAGM SCHEDULE TO SE TRU55 W/ (4) bd NAILS EA MEMBER ROOF 5HFATHIN6 NAIL PER SGF�lN E PRE -ENS. WOOD TRUSSS SEE TYP. GONE FASCIA BOARD (SEE WALL SECTION) WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS 0J IbD TYP USP HTW20 TWIST STRAP FASTEN 2x4 LOOKOUT FOR O.H. 0 I6' 0/0 p� ' DRYWALL USP RT16A or RTI6-2 CLIP W(4) I 2x4 LATERAL BRACING, (2) 1 TOENAILS EE W NAILS PER SCHEDULE AS REOD, BLOGANCHORED TO LOOKOUT NV E.E. 1/2Q x 1-1/2" NAILS TO TRUSS 4 (b) ION LOCATION AS SHOYVJ ON "Y NAILS TO PLATE WALL-94EATHINO NAIL PER 5GhEg1LE WOOD HEADER STRAP DEL. TOP PLATE TO 5705 (2) 10d TYP 24 DIAGONAL BRACE RESTRAINT 2x 5TUD5 K/ USP "5PTH4A OR 6" U-STRAP EA. TRUSS LOCATION A5 5H10M ON PLAN 0 16- 0/G OVER TOP PLATE AND DOWN EA. SABLE Elm FASTEN TO 2x4 NAILER W/ ( PLAN) SIDE W (6) 10d NAILS (TYPICAL) Ibd MAX 5 a 6' O/C TYPICAL 50LID BLOGKINS 0 4'-0" 0/0 VERT. MAX. FASTEN G,E TRU55 TO EA. STUD W/ LISP L.5TAI5 LATERAL LOAD = bOoe (PARALLEL=FI), 645e (PERP.=FV REINFORCE VERTICAL METSBERS W/ (6) IOd NAILS EA. MEMBER ALLOWABLE UPLIFT LOADS FASTENER 512E TOTAL FAsmeliz51NT0 EACH MEMBER 6 1 6 1 10 1 12 10dxl-1/2" 1260 1 1260 1 1345 1 1530 "INNOTE (2) STRAPS MAY BE USED 4 TO DOABLE THE TABULATED CAPACITY.""' 2• CONNECTION DETAIL INTERIOR PLYWOOD SHEATHINS SEE 51hEARW4LL SCHEDULE V 2x WAD STi1D5 0 I6" O/G (TYP) �L\ 2x SILL PLATE (BEYOND) PLAN EXT PLYWOOD SHEATHING SEE SHEARWALL SCHEDULE 2x WOOD STUDS a 160 O/G (TYP, 2x SILL PLATE (BEYOND) PLAN 50hETRIG CORNER DETAIL 4-I6d NAILS P SPLICE - 2x a SIDE VIEW DOM%z I6" O/C 2x TOP TOP PLATE LAP DETAIL PLATE FRAMING DETAILS i2. SCALE, 3/4' = 1'-O' OF &ABLE E P TRUSS W/2x4 GOUT (2) 2X6 70P PLATE T-BRACE AT EA. VERT. "2 PLYNOOP ARCH K46d NAILS 0 6. 0/0 2'x6' WOOD SM25 I6' o.G. I SEE FRAMING PLAN PLAN VIEW STRAP 05L. TOP PL. TO STUDS W/ USP 5EGTI ON AT T-BRACE 'SP1}I6' U-STRAP OVER TOP PLATE AND DOWN EA. SIDE YU (6) IOd NAILS (TIM) 16 2. CONNECTION DETAIL 2x4 NAILER TO TOP PLATE W Ibd NAILS s 2. CONNECTION DETAIL b' O.G. STRAP TOP PLATE TO STUDS ROOF SHEATHING EDGE NAILING 1•(/ OP SPM 4,6 OR 6 V' STRAP OVER TOP PLATE AND UP EACH SIDE *116 ) IOd NAILS TYPICAL VSP' M5TAI6 STRAP FASTEN TO STIRS AND HEADER W/(6) 10d NAILS EA ME? M?) PROVIDE SG,L. KINS 4 JACK STUD EA. §IDE OF OR MNSS 4'-0' AND LESS 4 VMS EA. SIDE OF OFMN66 > 41-0' NAILED TOGETHER W Ibd NAIL 0 6" 0/6, STA66. HEADER - SEE FRAMING PLAN 2x BLOCKING, 0 4'-0' O/C MAX. 2x STUDS 0 16' O/C, MAX SILL IF D 5TRAP SILL TO STUDS IF W/ U5P SPIN 4, 6 OR 6 V' STRAP OVER SILL AND DOWN EACH 51DE W(6 ) IOd NAILS TYPICAL STRAP STID5 TO G,IRDM NV1/59P MISTA24 W/(4) IOd NAILS EACH M 52XR 05250 EA) FASTEN BTM. PLATE TO ST TOP CHORD W/ (2) ROWS OF I6d NAILS U5P 0 12" 0/G x2• GOUT'.. 2x6 RIBBON REGIV FOR 2 PLY TRUSSES ONLY W I6d NAILS 1/4'XI-I AT IX0/G (SEE PLAN) BLOCKING, LONS /2' 2x6 P.T. BLOCKING, 0 6'-0' 0/G FASTEN EACH END TO TRUSS W5-1 AMIOKT CLIP a I I USP H&AMIOKT CLIP ALONE TRUSS W/ (4) 1/4' I (4) 1/4' x2' LONG TAPC0NS TO BEA TAPCANS yl SCREWS TO TR455 BTM. CHORD TO BEAM 4 (4) SCREWS TO GONG. TIE BEAM or BLOCKING I MASONRY BOND BEAM (SEE PLAN) 12• CONNECTION DETAIL 12• CONNECTION DETAIL W ALOES BLKS x 6'-0' LONG ROOF %IEATHINS VIEW b'x1b' BOND BEAM (PER ,, L: SGHEDUIFJ b"xb" PRECAST LINTEL. a' FILL COLUMNS {' AND LINTEL 50LIP :► NV &ROUT j' b"x6" FILM CELLS W/I#.% VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = T_0" - v. wvvvc SEE BEAM AND COLUMN SCHEDULES FOR REINFORCING, SIZES TYPICAL. CARRY BEAM ONTO TOTAL COLUMN WIDTH TYPICAL CONC. BEAM FRAMING INTO COLUMN b'xb' FILLED OPENINGS (= 6'-00: CELLS SEE PLAN PROVIDE 6'X6" MIN, AND COLUMN BOND BEAM COURSE SCHEDULE FOR - NV 1415 MID. OR REINF. ��. 6"Xb' MIN. FORMED MASONRY CONC. 51LL NV 2-e5 MASONRY L. OPENING, MID. WALL i OPENINGS > 6'-00: PROVIDE 80Xb" MIN. BREAK AWAY SIDE �'• BOND BEAM COURSE OF MASONRY ..... .. z`W 245 MID. OR COLUMN FOR ��^ .__• 1.: Xb' MIN. FORMED CONTINUOUS POUR CONIC. SILL W245 t' * MID. PROVIDE b' MIN I ......... PROVIDE 8'x6' PENETRATION EA 46 MAX. <: FILLED CELLS W END 4 TIED TO 1415 VERT. DONEL VERT. REINF. W STD. AGI HOOK y r x Ly •_ fi d EA. END 0 4'-0" '. I T O/G WHEN OPENING, INTERMEDIATE ' EXCEEDS 4'-O" BEAM WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 1'-0" T.O.T.B. CONCRETE TIE -BEAM SEE TIE BEAM SCHEDULE HISH 5TRENSTH PREGA5T LINTEL 144REINFORCIND A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL W/TIE BEAM 3/4' = V-0' CONT. 24 P.T. BUCK FASTENED TO WADER YU 1/45t3' LS. LA5 BOLTS 0 12. 0/G MAX. 2X6 GROSS BLOCK REWIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) Ibd NAILS. 14/32 EXTERIOR SMATHIN6 PWAPERBAGKED HI RIB METAL LATH 2x4 PT BLOCKS ALOES ARCH NAIL TO PLYIm. EACH Em YV(3) IOd x 1-1/2' COIL NAILS 5/b' APA RATED % 5eATHIN&. EW. I W/ bd NAILS 11160 0/0 (FIELD) 4 4' O/C MWE) OR A5 ALTERNATIVE TO 5HEATANB PROVIDE ALTERNATING, 2x6 DIAGONAL. BRAGINS BE WMN TOP 4 6TM. AIORM OF ADJAOB1T TROSES W/ (4) I6d TOENAILS EACH END PER SECTION A. 1 VARIES 2x BIX15 a TOP, / , BOTTOM 4 PAWL (�� J — 2xb BRACE EDEPE5 OR 4'-0' ALT. 0 6'-0' O/C O/C MAX Wl (10) I6d WOOD TRI155 ' SO PLAN NAILS, EA. END UPLIFT 51w, r WOOD ROOF TRUSS, SEE PLAN PLAN AN 4 Sam. I I ATTACH 2x4 P.T. 51LL MOCKING W/ 0,1455e CMU ]HALL x5' LONG PAP a 12' 0/0 5EE PLAN CONC. TIE BEAM OR BOND mm, SEE PLMI —-�AN elm CONNECTION DETAIL 5d NAILS 0 4'-O' 0/G W/ M 4 (4) 1/4"XI-1/2' 5ECTION A ALTERNATE SPRN 1 SPAN 2 SPA N 3 CANT'L 1/4 1/4- 1/4 1/2 Sl S1 S2 S3 1114- G' BA (END) TOP TOP IS RIP B RL BTM. BAR 6"MIN. SEE BTM. BAR E' BAR NO 10 ON COVER BEAM NOTES BTM. BAR E' BAR HOOPS OR STIRRUPS SPACED FROM SUPPORT HOOPS OR 5TIRRUPS FACE AS 5GHEDULED SPACED FROM SUPPORT FACE AS SCHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) 11 . ` & Kb' PRECAST t LINTEL. FILL COLUMNS AND LINTEL SOLID W/ PEA -MIX CONCRETE I` L;. b"xb' FILLED CELLS SEE PLAN AND COLUMN SCHEDULE. TYP. DET. LINTEL W/TIE BEAM 3/4" = 1_0� MASONRY O CONCRETE COLUMN O O O MASONRY • uu MASONRY O PROVIDE PREFAB. L O O O O O 100 0— JOINT REINFORCING, AT ALL CORNERS O EXTEND JOINT REINF. b" 6" OINTO CONCRETE COLUMN O PROVIDE PREFAB. "T" �/ JOINT REINPORCINISAT . ALL T INTERSECTIONS PLAN VIEW PLAN VIEW PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS 4 &A. HORIZ. JOINT REINF of 16' Ole, TYP. PRE -ENS. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL FEEL AND OR CONDITIONS USP HTH20 TWIST STRAP FASTEN W/ NAILS PER SCHEDULE A5 REQD. FRAME BEARING, WALL ELEV. STRAP DEL. TOP PLATE TO STUDS W/ 'USA' SPTH 4, 6, OR 6 U-5TRAP OVA TOP PLATE AND DOWN EACH 51DE W/ (6) IOd NAILS (TYPICAL) W/ WOOD STUDS a 16" O/C (PER PLAN) 50LID BLOCKING, a 4'-O" O/C VERT. MAX. STRAP PT BOTTOM PLATE TO STUDS W 'USP' SPTH 4, 6, OR 6 U-STRAP OVA BOTTOM PLATE AND UP EACH 51DE YU (6) IOd NAILS (TYPICAL) 5/6' HEDGE ANCHORS 0 2411 O/C AND 6' MAX. FROM OPENINGS u W/3'x3"A/4' STEEL WASHERS, EMBED 4' MIN. FLOOR SLAB 5EGTI N ALLOWABLE UPLIFT LOADS FASTENER SIZE TOTAL FASTENERS INTO EACH MEMO b 1 '5 1 10 1 12 IOcbcl-I/2° 1260 1 1260 1 1" 1 1530 ••+NOTE: (2) STRAPS MAY BE U5ID TO DOUBLE 77E TABULATED CAPACITY."' 211 CONNECTION DETAIL STRAP DBL. TOP PLATE TO STUDS WNSP 'SPTH46 OR b' STRAP OVER TOP PLATE AND DOWN EACH SIDE W/ (4) 10d NAILS (TYPICAL) U5P L5TA 12 EACH SIDE FASTEN TO STUDS AND HEADER WO) IOd NAILS TYPICAL HEADER OR S.T. SEE FRAMING, PLAN STRAP BOTTOM PLATE TO STUDS WISP "5PTH46 OR b" STRAP OVER BOTTOM PLATE AND UP EACH 51DE W/ (6) IOd NAILS (TYPICAL) 5/611 NFDSE ANCHORS a 24' O/C • AND 6' MAX. FROM OPENIN55 • W/3'x3'xl/4' STEEL WASHER5 EMBED 4' MIN. �—INTERIOR MONOLITHIC FOOTINS (SEE SGHEDJ a20 (1" UPLIFT 15") 2 CONNECTION DETAIL 3/4" = V-0" 31WW"MMUMP STRAP DEL. TOP PLATE TO STUDS WNSP 'Sp' 6 OR 6' STRAP OVER TOP PLATE AND DOWN EACH SIDE W/ (4) IOd NAILS (TYPICAL) LISP LSTA 12 EACH SIDE FASTEN TO 5TUD5 AND HEADER )W(6) IOd NAILS TYPICAL HEADER OR S.T. SEE FRAMING PLAN STRAP BOTTOM PLATE TO 57UD5 WNSP "SPTH46 OR b" STRAP OVER BOTTOM PLATE AND LIP EACH SIDE W/ (6) IOd NAILS (TYPICAU USP HT22 HOLD DOWN STRAP W/ ° (52) I6d NAILS TO STUD 4 (1) 5/4" ° WEDGE ANCHOR TO GONG. W/ 4' MIN EMBED. 5/b" WEDGE ANCHORS 0 24' O/G aP AND b" MAX FROM OPENINGS W/3'0'A/4' STEEL WASHERS EMBED 4" MIN �CONGRETE BEAM SEE PLAN 12 CONNECTION DETAIL revisions no. re designed AN drawn PAR checked AN date 3/3/14 scale 1/4' = I'-0' (U.N.0) job no. P2K-lb-0104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. • Sb Cc IEn91nee4&C"Segregatron 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 ode Shawn M. Stambaugh, PE FL LTC. 61850 — CA 26210 LU U Y z LU 0 Q `^ VJ ~ LU � r� Cr 0 0 ILL J z J ow Q Q Q O o z w V N � w U Q J c G JJ U) M drawing FRAMING DETAILS sheet S-2.1 revisions no. SECURE TO 61RDER W/ 4) IOd NAILS "51MP50N" 1354' POST GAP, OR EQUAL SECURE TO POST W/ 4) IOd NAILS "-"'IRE TO P057' V IOd NAILS '511-iP50N ASE44' HOLD DOM OR APPROVED EQUAL (1)1/2' VIA. WEDGE ANCHOR 22 4" MIN EMBED, 22 CONNECTION DETAIL 23 2 CONNECTION DETAIL "SOD P05T E FRAMINS PLAN 'USP HTH24' TWIST RAP W/ (10) NI-1/2' NAILS - 2 4 EACH SIDE OF 00 POST T = 61200 2 CONNECTION DETAIL SABLE BID BLOCKING 51MPSON H4 HURRICANE CLIP 51M PLAN EA. LOOKOUT TO 6E TRUSS W/ 2x4 DIAC70NAL BRACE RESTRAINT LOCATION AS 7 (4) bd NAILS EA MEh18ER SHOWW ON PLAN TOE 16' MAX. 2x4 LATERAL BRACING LOCATION A5 SHOWN ON PLAN SABLE BID FASTEN AT EA. BEARING POINT W/ TRU55 CONNECTOR PER SCHEDULE. HOLD DO OP CHORD FOR LOOKOUT PLACEMENT ! 7t, 82 CONNECTION DETAIL BOND BEAM REWIRED PER SCHEDULE (2) 2x4 P.T. BLOCKING BETWEEN TRU55E5 I ANCHORED TO TOP OF LEDSER WITH Ibd NAILS 0 6' O/G U5P 'HrA20' al-SED STRAP at 4'-0" o% W/ (10) I0d x 1-1/2' L6. NAIL SHEATHINS TO TRU56 AND BLOCKING PER DIAPHRiSM SCHEDULE HOLD %EATHIN61/4BACK MA50/RY M. Lo (2)2x12 P.T. CONTIRM J ATTACH To M,kSOWY NW SECTION 5/6" DIA. AED6E Aw*ioRs FLEW O 12" O/G MAX. TYP. W/ 4' MIN, EhEiED. SCONNECTION DETAIL (0 ROW OF IOd NAILS at 6' Ole INTO 2x6 Pr LEDGER x cow w/(2) RONS OF 0.145' VIA. PA.Fs at I6' o% 0-1/2" EMBED), 5TA66. USP 'HTA 20' EMBED STRAP at 4'-0" o% w/ (10) IOd x 1-1/2" L6. INTO 2x6xb'-O' LONG 5P FLAT BLOCKING INSTALLION x 1-1/2" at 6' o% 16" L IN702x6FLAT5LK6 II_rrX FLOOR TRU55E5 CONIC,. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. 2 CONNECTION DETAIL FLOOR 54EATHIN6 10'-0' (MIN) LENSTH FLR . NAIL PER SCHEXI)LE OUTRI65ER 2xb 0 16, OC BLOCK PER FRAMINS PLAN 24 5TI75 0 16' O/G CONE. 2X6 RIBBON NAIL TO EA STUD. (5) Ibd NAILS WiW Ibd NAILS ROOF SHEATHINS NAIL PER SCHEDULE (2) ROWS OF Ibd NAILS ZI2' 0/C (5) 16d NAILS FASTEN G.T. TO EACH — (TYP) STUD W/ U5P M5TA24 W/ q-IOd NAILS E.E. 16 FASTEN T T U W (b) FASTEN STUDS TO TOP ! - TO 1ST BTM. PLATE WU '1I5P' SPrH 4A OR 6" STRAP W/6-I0d NAILS EA 51DE OF STUDS 1C FASTEN END J015T TO MA50NRY STRAP STIRS TO 61RDPQ Will x 5-1/49 TAFCON5 0 6' OG. WNSP MSTA24 ISOLATE WBW6 PAPER W V 104 NAILS EACH MEhIBER (1305M EAJ 2'xb' RIBBON NAILED TO EA. d1TR165ER W/ (5) Ibd NAILS CONNECTION DETAIL PRE -ENS. kV. TRUSSES BLOCK PER PLAN FASTEN 6.T. TO EACH EXTEEXTEND WALL SHEATHING 57UD W/ U5P M5TA24 W/ PAST TOP WALLED ATHIN6 TO TOP C 4M q-10d NAILS EE. 2x5TUD 0 16' O/G 61RDER TRU55 FASTEN STUDS TO TOP / SEE FRAMING PLAN BTM. PLATE W/ U5P' SPTH 2x6 BLOCKING - FASTEN PRE -ENS. FLOOR TRUSSE5 4,6, OR 6" STRAP W/6-IOd TO EACH STUD W/ 3 Ibd NAILS SEE FRAMING PLAN NAILS EA SIDE OF STUDS WOOD ROOF 24 CONNECTION DETAIL TR�a24' 2 3/4' FLOOR SHEATHING O/C EN6D I APPR. 61RDER TRU55E5 ME£r EA. OTHER 0 qO DES. ANGLE OVER COL. LOCATION. (SEE FRAMING PLAN) BLOCK BY TRUSS MFR 1/4' STEEL SEAT HANGERS BY STEEL GOL�1N 0�0/G� TRU55ES TRU55 MAW' (SEE COL. ScH+mJ 23b CONNECTION DETAIL 1/4' V (6) 5/6' DIA. THRU BOLTS , 3 EA. 61RDER ,12 5" 3 t�Z" VERIFYW /,,3I TRUSS MF6 2` CONNECTION ^ ^ , . " 0 2tl �P tl A ETAIL VERIFY W/ TRi155 �MFR. PRIOR TO I FABR Q " - 4' PRE -ENS. 2" kV. ORDER VERT. BLOCK BY MISS MFR. (2) 516' VIA. —.w,. _—I T5 1/4" TN. WELDED STEEL SEAT 0 1/4" 5TEEL COL" SEE iECTION 51DE VIEW�f e2 CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE 2xb LOOKOUT FOR ON. 0 160 O/C CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ I6d O 6' 0/6 2xb BLOCKING ANCHORED TO LOOKOUT W/ (2) 16d TOENAILS WALL SHEATHING NAIL PER SCHEDULE 2xb CONT. RIBBON - FASTEN TO EACH VERT W/ 5-I6d NAILS WOOD ROOF TRUSSES 0 24' 0/0 REINFORCE VERTICAL MEMBER5 OF SABLE END TRU55 W/2x4 T-BRACE AT EA. VERT. wAbd NAIL 0 b" O/c CONT. 2 h P.T. BUCK FASTENED TO LINTELS W V4"4' L6. TAPGON5 0 au O/G MAX. 1/2' DRYWALL OVER AND TO BLOCK OR GONG. TYPICAL FURRING El WHILT! DNI-62-1`6 O ON O/G MAX ryA 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE VIP06ION EXCEEDS 24' 5W DIh1E76109 NAIL TO BUCK AT EACH EXTRA LAYER OF U2' END NW (4) Ibd NAllS. DRYWALL SURROFDIN6 FRAME ARCM TYPICAL FURRING APPLIED TO SHEATHING / 1"2 PLYWOOD ARCH SECTION I VIEW 2 CONNECTION DETAIL EDGE OF MASONRY OPENING A/32 EXTERIOR 514EATHII& mMAPERBAGKUD HI RIB Nt7x LATH 2x4 PT BLOCKS ALONE ARCH NAIL To PLYND. EACH END W4(3) IOd x 1-1/2' COIL NAILS FLOOR SHEATHING f(,�SOLID PRE -ENS. WOOD FLOOR TRUSSES 1YOOD OR METALX-BRACINGSIMP5ON H4 OR EWAL W1(4) bd NAILS IN EACH TR55 I(4) bd NAILS IN TOP PLATE STRAP TOP PLATE To STUDS MW SPTH 4A OR 6' N" STRAP OVER TOP PLATE AND DOM EACH SIDE W/(6) lod NAILS TYPICAL BLOCKING 0 4'-0" o/G VERTICAL MAX WOOD STUDS 0 16" O/G (PER PLAN) STRAP Pr BOTTOM PLATE TO STUV5 N 46P SPIN 4,6 OR 6' T)' 5TRAP UNDER BOTTOM PLATE AND UP EACH 51M W/(6) I0d NAILS TYPICAL (5/b') kEPSE ANCH. 0 (24' Ci/G AND 6' MAX FROM OPENINS5 *3WIM14' STEEL WASHERS EMBED (4' ) MIN. e CONNECTION DETAIL FLOOR SHEATHING PRE-EN9. WOOD FLOOR TRISME5 2x6 OR (3) LAYERS OF 1/2'xb' WIDE PLYWOOD FIT TO CURVE, SLUED I NAILED TO EA. TRUSS W/ 4-I6d NAIL' SIMPSON H4 EA. SIDE OF WALL W (4) bd NAILS IN EACH TRU55 I(4) bd NAILS IN TOP PLATE 501.I0 BLOCKING 0 4'-0' O/c VERTICAL MAX. 2x6 STUDS 0 16' O/C STRAP TOP / BOTTOM PLATE TO STUDS W/ 'LISP" SPTH4, 6 OR 6 'V' 5TRAP UNDER BOTTOM FLATE AND UP EACH 51DE W/ (6 104RAILS TYP. (5/b ) WEDGE ANON. 0 (24' O/G) AND 6' MAX FROM OPENINS5 W0'xCN1/4' STEEL WASHERS EMBED (4" ) MIN. CONNECTION DETAIL FLOOR SHEATHING NAIL PER. SCHEDULE BLOCK PER FRAMING PLAN (2) ROWS OF 16d NAILS 0 12, O/G 2x6 STUDS o 16' 0/0 STRAP STUDS TO 61RDHR W415P PSTA24 W 11) lod NAILS EACH MEMBER `EXTEND WALL SHEATHING TO SOLE PLATE GIRDER TRUSS SEE FRAMING PLAN HAN6ER5 BY TRUSS MANE. PRE -ENS. FLOOR TRU55E5 SEE PRAMINS PLAN e37 CONNECTION DETAIL 2(6 STUDS O I6" O/c CONT. 2X6 RIBBON NAIL TO EA. STIR. W/(4) I6d NAILS ROOF _%EATHIN5 NAIL PER 5GHEDrI.E (2) ROWS OF Ibd NAILS 0 12' O/C STRAP STUD5 TO 61RCNR WNSP MSTA24 WWq)10d NAILS EACH MEMBER 03o50 EAJ PRE -ENS. ND. TRUSSES BLOCK PER PLAN PRE -ENS. - EXTEND WALL S4CATHIN5 ' 2' ND. 61RDER \\— TO TOP CHORD VT�T. BLOCK 61RDER 77VU55 BY TnISS MFR SEE PRAMINS PLAN (2) 5/6" DIAL- ThIRVZOLTS 4 S�SEA" 2 CONNECTION DETAIL �FASTE TL. COL. TO CMU WALL W/50' N.A. W/ 4" MIN EMBED 6' FROM EACH END I at 24" O/C BETWEEN. SECTION 51DE VIEW STEEL SEE b"X61X4' BASE PL 32 WELDED To COLUMN. OLU. No ANCHORS R ID, 2 CONNECTION DETAIL EXTEND WALL SHEATHING PAST TOP CHORD 2x5TUD 0 16" O/C 2(6 BLOCKING - FASTEN TO EACH STUD W/ 3-16d NAILS WOOD ROOF TRUSSES 6 24' O/C 2® CONNECTION DETAIL PER ARCH PLAN —124X30' HOOKED ,4 BARS O 12' O/G TOP PRE-FAB ND. FLOOR TRUSSES SEE FRAMING PLAN FOR ACTUAL TRUSS DIRECTION 4O SECTION 2 1/2„ _ 1,_0„ - PROVIDE MIN. 1-1/2' (2" MAXJ COVER ON BALCONY TOP STEEL T.O.B. (SEE PLOW OL -f r 1 T 1 /I II 15 0 12" O/G HOOKED MIN. ON INTO CONE BEAM BACK SIDE OF BEAM SEE 50HEDLU #4 TEMP. STL. O loll 0/C 41 BALCONY SECTION I/2 I -0 GONG SLAB O 12' O/c i TEMP. 0 12' O/C ( T.O.B. SEE PLAN) designed AN drawn PAR checked AN date 515Aq scale 1/4' : I'-0' (U.N.0) job no. P2K-lb-0104 . MAR QUA QUANTUM ENGINEERING ASSOCIATES INC. SbachvalErsgineering & Carl Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE F_ UC. 61850 - CA 26210 ui U Y Z W a 0 H- O VO LL J z LU z J 0=z Q Q Q O o = z LU 0of N Cn § Lu - U HM J Q OJ 1:0 m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM WO O • O z Drawing FRAMING DETAILS sheet S-2.2 TIE -BEAM SCHEDULE REINFORGIN6 1 #3 HOOPS TOP MID 5TM MARK SIZE OR 5TIRRUP5 REMARKS TYF. TIE SEAM GONr T5-1 Bx12 2#5 - 2#5 NONE REOD. UNLESS NOTED OTHERWISE #3 5TIRRUPS 0 B•I 6x74 205 645 2#7 120 O.G. MID. REIN 0 114 POINTS #3 STTRRI t a PROVIDE BOT BARS IN 2 LAYERS OF 5-2 bx24 206 - 4#6 10' O.G. (2) #6 BARS W 2' SER EET),M BARS #3 577MZft 0 5-3 bx44 2#5 4#5 207 120O.G. MID. REIN a 0 POINTS #3 HOOPS e 5-4 bx50 2#1 4#5 2*7 12" O.G. MID. REIN 0 I%3 POIN75 TYPICAL MASONRY BOND BEAM C.ON7 UNLESS W � OTHERWISE BB -I 6x16 I#5 - - NONE READ. (21 G� FILL® TYPICAL MASOW BEAM GONT. 5 f'RMUBOND BB-2 6x16 2#5 - 24'5 NONE REOD. (2) G FILL® GASTO;LM HIGH STRENGTH LINTS L-I &W 1#5 - 1#5 NONE REOD. ALL CaR5E5 FILLED GASTGRIM H16H STRENGTH LINTEL L-2 bx12 1#5 - I#5 NONE R5W. ALL caR5E5 FILL® GASTGRETP HIGH STRENGTH LINTEL L-3 19x36 195 - 105 NOW REOD. ALL GOB FILLED GASTGRIM H16H STRENGTH LINTEL L-4 bx24 1#5 - INS NOW REOD. (3) GOLR5E5 FILLED GA5TGRETE H16H STRENGTH LINTEL L-5 bx32 AS - 1#5 NONE REOD. (4) GOLR-` 5 FILLED GASTGRETE H16H STRENGTH LINTS. L-6 6x" AS - 1#5 NOW REOD. ALL WME5 FILLED GASTGRETE HIGH STRENGTH LINTS L-7 6x40 1#5 - 1#5 NONE R 12. ALL GORSES FILLED GA5TGRETE HIGH 5TRENSTH LINTEL L-b 6x60 1#5 - 105 NONE REM ALL GGY.R:5 FILLED GA5TGRETE H16H STRENGTH LINTEL 1-9 bx46 156-2 - 1#3 NOTE READ. ALL GOLRRKiS FILLED WW-2 ABV. GASTGRETE HIGH STRENGTH LINTS L-10 bx43 T5-I - 105 NONE READ. ALL GO.Re5 FILLED WrEl-1 ABV. GA5TGRETE H16H STRENGTH LINTEL L-11 6x1O5 BB-2 - 1#5 REM. ALL GOLRSE5 FILLED X65-2 ABV. GA5TGRETP HIGH 5TR545TH LINTEL L-12 6x9 1#5 - 145 NONE REOD. ALL 6aRSF5 FILLED GA -Fri E H16H STRff4STH LINTEL L-15 Bx20 I 1#5 - 1403 NOW READ. ALL COLR5E5 FILLED 2v-O' 1401- 2P-v SAFE LATERAL LOADS FOR 95" PRECAST 6 PRESTRE55ED U-LINTEL5 4cmmr4 NM SAFE LOAD PLF LENGTH TYPE BUB 8FB M.W. 2'-10'(341 PRECAST 1293 1642 2135 Y-6- (421 PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 4'-6' (541 PRECAST 592 591 5'-4' (641 PRECAST 411 411 [6017 5'-10'(701 PRECAST 340 339 6'-6' (78' PRECAST 507 721 483 7'-6' (901 PRECAST 424 534 357 9'4' (112' PRECAST 326 512 227 10'-6'(126' PRECAST 284 401 178 ll'-4-(136' PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4'(1601 PRECAST 217 324 109 14'-0'(168' PRECAST 205 293 98 14'-B'(1761 PRESTRESSED N.R. 284 89 15'-4'(1841 PRESTRESSED N.R. 259 82 17'-4' (2081 PRESTRESSED N.R. 194 63 19'-4'(2321 PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 39 24'-0' (2881 PRESTRESSED N.R. 91 33 SAI=E UPLIFT LOADS FOR 8" PRECAST 4 PRESTRE55ED U-LINTELS �INr9N SAFE LOAD - POUNDS PER LINEAR FOOT T1PE LENGTH BH8-1T BF12-1T 8F18-1T BF70-1T BF24-1T 8F76-1T BF32-1T BF8-2T ani-2 BFY6-21 8F20-2f 8f24-zf *m-zr BF32-2f 2'-10'(34') PRECAST 1972 3173 440 5747 7034 8321 960E 1972 3173 4400 5747 7034 8321 96M 3'-8" (42') PRECAST 150 2524 3547 450 5591 M13 76M 1509 2524 3547 45M 5M1 6613 783E 4'-0' (481 PRECAST 130 2192 Wn 396E 4053 $740 MV 1363 2102 3070 39M 4853 5740 6M7 4'-6" (54' PRECAST 12N 1940 2724 35M 4292 5077 58a1 1277 1940 2724 350B 4292 5077 5861 5'-4" (64,) PRECAST 101E IBM 2280 21149 307 4265 4024 1015 IBM 2290 2949 3607 4265 4024 5'-10' (70') PRECAST m 1402 2M3 204 3205 3897 4408 928 1492 2093 204 3295 =7 4408 6'-6" (78') PRECAST 8351 1340 180 2419 290 3498 405 836 1340 IBM 2419 29M 340a 4038 7'-8" (90� PRECAST m 23 1021 t t 21 1t 257t to Io 35M 9 m 1166 1634 2102 2571 3N8 3508 9'-4' (1121 PRECAST 01 00 113XI51 147XI51 181105 2152(16 24KI5 01 851 1328 1705 2D54 2463 2542 10'-6"(1261 PRECAST 530 552 9141 11 15 145B15 173915 15 530 MB 1183 152E 1865 2204 2544 11'-4' (136') PRECAST 474 4M 7M 1 1 15 1272 15 151 15 17 15 404 50 102E 1422 1738 2D53 2360 12'-0"(144') PRECAST 470 9 441 72314 9M 14 115115 1 15 1 15 470 543 on 134E 1649 194E 2247 13'-4' (160') PRECAST 415 15 373 SM 14 7B3 14 962 14 1141 14 1321 14 428 555 770 1145 1M4 1718 1983 14'-0"(168') PRECAST 354 15 348 5M 14 723 14 557 14 1 14 121 14 410 420 70 10M 1434 8 1694 8 1854 14'-6" (178') PRESTRESSED 246 390 51B 13 655 071 1 9M 873 1 1324 8 975 14 1 11 11 14 197 it 15'-4' (1841 PRE 224 302 485 13 M0 1 767 1 9M 1 1 t 230 364 B0 07 1224 8 1 14 1Mi 14 17'-4' (ROES') PRESTRESSED t8/ 102 255 3D3 404 12 50D 520 12 732 637 12 023 8 754 12 1 14 B72 12 14 14 19'-4"(2321 PRESIDED 1M 222 347 11 44601 548 t 646 12 746 12 1M 261 424 616 831 8 1 14 1 14 21'-4'(2561 PRESIDED 142 iM 3M 11 303 11 481)11 507 11 a54 11 142 230 30 531 713 003 1 1 1 21„-0• (264•) PRESIRESSm 137 192 2D5 10 378 11 461 10 545 11 67D 11 137 221 354 5M M1 M11 9971 24'-0 (288') PRESIDED 124 175 297 f0 341 10 418 f0 411 10 5M 10 124 200 316 4M SOD 7M 12 875 1 (/) THE NULIBFRS IN PARENTHESIS ARE PERCENT REDACTIONS FOR GR40 FIELD ADDED REBAR. SAFE 6RA\/ITY LOADS FOR 8" PRECA5T 4 PRESTRESSED U-LINTELS, CAy441fR7 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am BF8-OB F12-00 8i18-LIB EM-08 OF24-00 &M-M 8F32-M BF8-18 OF12-1B BF18-1B MOAB 8F24-1B 8F211-18 SM-18 2'-10' 34 PRECAST (' 2231 3009 48M MIS 7547 W74 10304 118M 30M 46M 8113 7547 0074 10394 118M 3'-6' 42 PRECAST (' 2231 3 M 3719 5163 GM 0054 WO2 I095I 30M 405 6113 7547 M74 IOM4 116M 4'-0' (48'% PRECAST 1966 2561 2751 382D 48M 5Mt 7034 0107 2883 4605 8113 7547 U74 IOX4 1180 4'-8" (54') PRECAST 1589 t9M 2110 2231 3753 4576 540D 6224 2189 4375 6113 7547 8672 I0294 118M 5'-4' ( 64' PRECAST 1217 1340 143E 19M 2560 3123 36M 4240 1663 3090 53M 7547 7342(191 873XIt 101 19 5'-10" (70') PRECAST 1062 1105 1173 1631 20M 2549 30M 3470 145l 2622 430D 71 19 716 19 BMB 20 6'-6' (7B' PRECAST 123E 2177 34M 3031 3707 4393 5061 1238 2177 -MM 5381 83M 1 14 7'-8' 90 PRECAST (' 743 1011 1721 2632 2205 26M 3101 3685 1011 1729 2M1 38M 5661 8487 44 6472 1 9'-4" (1127 PRECAST 554m 11M 1825 2594 34M 2818 MM 752 1245 1843 2564 34M 4705 63M 4 10'-6' ( 1267 PRECAST 475 5m m 1247 2093 Z777 2163 2536 643 1052 1533 2093 2781 3643 38 4754(45 - PRECAST 362 582i1'-4'(1361 946 1355 184E 2423 3127 4006 502 5M 946 1355 1840 2423 3127 4006 12'-O'(144' PRECAST 337 540 BA 1254 1664 2193 2805 3552 840 873 1254 1084 2123 2005 1 3552 13'-4' ( 160 PRECAST 296 471 755 1075 1425 IIIM 2316 2883 471 755 1075 142E 108 2316 211M 14'-0' 168 PRECAST ( 7 279 424 706 1002 IM8 107 2127 26M 442 705 1002 133 1697 2127 25M 14'-8' 176 PRESTRESSED ( 7 NA NR NR NR N2 N4 NR NR 45B 783 I= 1902 2245 2517 2712 15'-4" (1847 PRESIDED N.R. N1 9R NR NR NR NH NR 412 710 1250 1733 20M 2320 2513 17'-4' 208 PRESIDED ( N.R.NZ NR N4 NR NR NR Nt 3m 548 9M 1326 160 IB49 I 2047 19'-4' (232' PRESTRESSED N.R.NR NR NR Nt N7 N7 NF 235 420 750 1037 1282 1515 1718 21'-4'(2561 PRESTRESSED N.R N1 MRNR WR Nit NR NR 1M 310 MB 545 1114 130 146B 72'-0'(2641 PRESIDED RR NR Nit55 NR iM 31S MO 75MR 4 7M 1047 1785 130 24'-0' (2881 PRESIDED NA NR N7 Nil N7 Ni NR N7 121 25D 450 554 8B4 1002 1222 (f) FIELD THNUMBERS ADDIN RARE EIS ARE PERCENT REDUCTIONS FOR DIAPHRAGM SCHEDULE DIAPNRA6M NAILIN5 DIAPNR45M ZONE 1 ZONE 2 ZONE 3 PANEL FRAMIN5 BaWRIES BOSS INTER EDSE INTER. EDGE INTB2. LOCATION PANEL SRADE THICKNESS 5PAOINS REMARKS ROOF APA RATED 5HEATHIN6 EXPOSURE 1, OR EQUAL SPAN RATING 40/20 14/32" 24' O/C MAX. tod b" O/C IOd 6' O/C Iod b' o/c IOd 6' O/C IGId 6' O/C 104 4' O/C 10d 4' 0/C SLOCKBD AS SHOWN ON PLAN SECOND FLOOR APA RATED %EATHIN6 5TURD-I-FLOOR, OR EQ. SPAN RATING 46/24 23/32" 24' O/O MAX IOd 6" O/C 10d 6" O/C IOd 10' O/C GLUED AND BLOCKED A5 5H21^N ON PLAN EX7 WALL ARA RATED 5FEATHIN6 E)W05URE 1, OR EQUAL SPAN RAT1N6 40/20 14/32 160016 MAX Iod 4' 0/C IOd 4' 0/C Iod 6' O/C NAIL CORNER 5TUD5 AT 4' 0/C MAX TYPICAL BLOCK FRM EWES 0 ALL NAILS TO BE OF RIN6SH" VARIETY ONES NOTED OTFB"W- "A=Y r 11Y c AI MAII 1A PLYWOOD SHEARWALL SCHEDULE SrEARWALL HOLDOM ALLOW 5nex FI MR 411 1 FM SILL ENDPOST 27d/ FOAL SHEAR (DIP) A 14/32' ONE SIDE ARA RATED 40120, EXP. I Iod NAILS 0 6' 0/G (PIELD) IOd NAILS 0 4' O/C ax?SE5) 2xb #2 SP 0 Ib 0 o/c 2x6 W/ (2) ROWS OF I6d NAILS 0 12' O/C - (2)1(6 62 SP MSTA24 250 NOTES: I. ALL PANEL EPGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMIN6 2. ALL HAILS ARE COMMON, TYPICAL. 5. 5TRIOTLY FOLLOW ALL USP MANJFACTURERS GUIDELINES AND INSTRUCTIONS FOR INSTALLATION OF OONNECTORS TRUSS GONNF-GTOR SCHEDULE FASTENERS PER ALLC4^IABLE UPLIFT PARALLEL LOAD (1=2) PEIV;5V LOAD (FU PRODUCT MARK Lap CONNECTOR M 56 CONC/TIE-BEAM SINGLE STRAP DOUBLE STRAP 51N6LE STRAP DOUBLE 5TRAP 51NOLE STRAP DOUBLE 5TRAP AL TG-I HTA 1242R (4) IOd x I-1/2' - 070 * 2430 * 7100 1310 * 2700 1215 * I FL 17600 7C-2 HTA 20 (v 10d x 1-112" - 10700 24W * 710 * 13100 270 * 1215 * FL 17MO TC-3 R716M (4) Iod x 1-112' (4)114N x 1-3/4' TAP. I" * Z40 * 4W * 460 * 630 * 1260 * FL I0734 7C-4 H6AMIOKT (4)1/4'x1-1/2' WS (4)114' x 1-314' TAP. 415 * 1630 0 740 * 14W * 1075 * 2150 * FL /7699 U AWOWMtiLC LOPD� AKt tlM1Xa R1 W1' GAfN.Ub 3'llil td [� WL14 EMT U:iC LOf/9P� �::w� ur arc r� a-w:na. :ai ua- vra�rnaai rvv� ry �rwgar ui MANIFA611MR. 4) TAM" S 10" BE LOGAIED AT THE FARTIMT POINT F740M THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BULDINSr PIPER BETI,M MASONRY KA L AND EACH 1RI156. MO IMIN 4'-U" Ur f7PdXX CM.P..7 AND NAIL PER ZONE 3. (SFE DIAPHRAGM 5OHEDULEJ AA A-6 BRACING NOTES: 1. BRACING SNOW) DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING AND NO LATERAL BRACIN5 REQUIREMENTS. TEMPORARY BRACI14615 THE RESPONSIBILITY OF 77C Mr-6 INSTALLER AND SHOULD REMAIN IN PLACE A5 LONG A5 NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: WSI). 2. PERMANENT WEB LATERAL. BR4CIN615 TO BE IN5TALLED AS SHOM ON THE INDIVIDUAL TRU55 ORANIN65 #hW LATERAL BRACING 15 NOT SNOW! ON THIS SierT). PERMANENT NEB LATERAL BRACIN615 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END NALLS, OR BY PERMANENT DIA60NAL BRACING MOT '-;HOW IN THE PLANE OF THE NEB MEM>BFR AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINJOU5 NEB BRACE. (REF: BCSU. 4054W MAX. UPLIFT 3. PERMANENT DIA60NAL BRACING A5 SHOM ON THIS SIFT DOES NOT INCLUDE BRACING REQUIRED FOR 6AELE END SlW5 OR BOTTOM CHORD OF 6ABLE END AT MALL. REFER TO STANDARD CABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R161D CEILING SYSTEM REFER TO INDIVIDUAL TRL55 DRAWIN65 FOR BRACIN6 REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. S. REFER TO TPI / NCTA BC51: COMMENTARY AND RECOMIN-eDATIONS FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CO W,TED HOOD TRU55E5 APPENDIX C, FOR RECOMh1ENDF_D SEQUENCE OF INSTALLING BRACING COMPONENTS• 6. THE STRCTURAL ADEQUACY OF THE INDIVIDUAL TRIG DE516N5 TO NITH57AND 6RAV17Y AND HIND LOADIN65 A5 kZU AS 6/RPM COMOCTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DESIGNER ANCHORA6E OF THE TRUSSES AND ORDERS TO THE SUPPORTING STRUCTURE TO NITH5TAND WND UPLIFT IS THE RESPONSIBILITY OF THE PRO.EGT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM 15 DESI6NED FOR BOTH POSITIVE $ NSSATIVE PRE55URE AND MEETS THE REWIREMENTS OF 2017 FBY, BRACING LEGEND: PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE xPLANE OF THE NEAREST WEB MEMBER AT 20'-O' INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO OPPOSITE SIDE OF WEB WITH 3-I6d TOENA145 AND TO LATERAL BRACE WITH (5) 10d NAILS EACH INTERSECTION. (REF: BC51). HORIZONTAL ERIDSING WITH A MINIMUM 2xb STRONGBACK AT b'-Om 0/C. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5051). PROVIDE OVERLAP OF AT LEAST (5) TRUSSE5 (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6'-O' 0/C. FASTEN WITH 2-10d NAILS IN EACH TRW. PROVIDE OVERLAP OF AT LEAST (2) TRUSSM (ROOF ONLY). ZONES I d 2 (-Iff DIAPHRAGM SChF.DULE) ZONE 3 (SEE DIAPHRAGM SGHEDLVF•J BRACING DETAILS: VEATHIW COMPRESSION a0PINO OR VERTICAL CONTINIA26 PERMANENT FRIRM�ANENr PI j/ I / i BRACE PP SIDE -I MOVEMENT II ' EP M. I . G AT APPRox I FOOr PERMANENTINTERVALS / / . BRACINS IN THE PLANE OF THE' kE5 -- / BRACI- HORIZONTAL •- - STRONSBACK CONNECTION TO EACH TRUSS HITH 3-10d NAILS AND ATTAC+EP / -- RISID POINT AT EACH . - PROVIDE /- OF: AT LEAST (3) TRUSSES (FLOORS ONI SEE PLAN PERWINENT BRACINS IN TW PLANE OF 71E k9M FOR PARALLEL CHORD TKGSES LAIVRAL BRACE 45I�A�I�I■IpL%MA.WN7 SS , /_/ Twoors -/ ;s r-F OF a/ PERMANENTbf \-,LA72FAL BRACE IN TW PLANE Or 77-E .. a: EDGE STRIP DEFINED AS THE LESSER OF 1036 0R El k DTI OF BUT M TI A1�4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT ------ iT ° --- ---- 7-- s \ N r--------------� I O I ROOF ZONE PRE55LIRE5: I-----------------. I ZONE I= 45.0 NSF. 1 // A I 1 O ZONE 2 d 3= SOB PSF. i I a IV 1 NOTE: SEE DIAPHRA6M ( 2 �� 1 SCIEWLE FOR ROOF ,� ZONE NAILING — REQUIREMENTS. ROOF ZONE DIAGRAM Hatch Legend 11' 0" BRG.HT, 9' 0" BRG.HT. 8/12 VAULT 6' 4" BRG.HT T 10" BRG.HT 9' 0" BRG.HT. TRAY 10' 0" BRG.HT 12' 0" BRG.HTI 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non -bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. S. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. B. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per SCSI-61 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 11. It is the client's responsibility to cooridinate delivery dates with truss plant/sales. Truss delivery will be on the agreed upon date.. 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated with truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its entirity. Approved By: Approval Date: Liested Delivery Date: Roof Loading: 30.00 TCLL, 15.0 TCDL, 0.00 BCLL, 10.00 BCDL, DOL 1.25 Floor Loading: 40.00 TCLL, 20.00 TCDL, 0.0 BCLL, 5.0 BCDL, DOL 1.00 T.C. Pitch VARIES Wind Code : MWFRS/ASCE 7-10 B.C. Pitch 0 / 12 Design Method FBC-2017 / TPI-201 T.C. Size 2x4 Wind Speed 160 mph / Exp. C Heel Hgt 2x4 Mean Hgt 28' Min. Bearing Wood Building Cat. II Cantilever : N / A Importance Factor : 1.00 Overhang 14" Enclosure Partially Enclosed O.H. Cut Square Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed HUS26 = Typ. Single Ply Roof Truss HHUS46 = Typ. Floor Truss HUS26 Z, LSU26 ,G) THA422 CK� SUL46 (B) HGUS26-2 E) HHUS46 )Ff) MTHM SUR46 U HGUS28-3 F; HHUS48 (J) THAC422 ) Hangers are Manufactured by Simpson Strong Tie unless noted otherwise See Legend in Layout 1st Floor (Quantum Client: EngineeringQ];APace 2000 Associates Inc. THE REVIEW AND APPROVAL OF THESE DRAWINGS Z Project: S STRICTLY FOR TRUSS SHOP DRAWINGS Marshall Res COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS Model: RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE Lot / Subdivision / Street Address: GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT THE GENERAL CONTRACTOR IS RESPONSIBLE FOR Location: COORDINATING AND RESOLVING ANY INCON. SISTENCIES BETWEEN THE TRUSS SHOP ,Port Saint Lucie, FL DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND Salesman: Paul Brancaleone MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI / TPI / WTCA 4 . 2002 Y7II APPROVED; NO EXCEPTIONS TAKE ❑ APPROVED WITH COMMENTS NOTED 0 REVISE AS NAD; RESUBMIT Date 03/15/2019 1 Scale NITS ` ',JECTED, OMMENTS AS NOTED Drawn By The Blake Crawford B' DATE 11 Sheet# 1 of 1 Job # 1452443 I Hatch Legend 11' 0" BRG.HT 9' 0" BRG.HT. �8/12 VAULT 6' 4" BRG.HT T 10" BRG.HT 9' 0" MGM. TRAY 10' 0" BRG.HT 12' 0" BRG.HTI QUAlAssociates Quantum Engineering Inc. THE REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON. SISTENCIES BETWEEN THE TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI / TPI / WTCA 4 - 2002 1# APPROVED; NO EXCEPTIONS TAKEN 13 APPROVED WITH COMMENTS NOTED E] REVISE YNNED; RESUBMIT 0 REJECTMMENTS AS NOTED 9W DATE _ E E 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non -bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 11. It is the client's responsibility to cooridinate delivery dates with truss plant/sales. Truss delivery will be on the agreed upon date.. 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated with truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. "* Upon signing you agree that you have reviewed this placement plan in its entirity. Approved By: Approval Date: Requested Delivery Date: Roof Loading: 30.00 WILL, 15.0 TCDL, 0.00 BCLL, 10.00 BCDL, DOL 1.25 Floor Loading: 40.00 TOLL, 20.00 TCDL, 0.0 BCLL, 5.0 BCDL, DOL 1.00 T.C. Pitch VARIES Wind Code : MWFRS/ASCE 7-10 B.C. Pitch 0 / 12 Design Method FBC-2017 / TPI-2014 T.C. Size 2x4 Wind Speed 160 mph / Exp. C Heel Hgt 2x4 Mean Hgt 28' Min. Bearing Wood Building Cat. II Cantilever : NIA Importance Factor : 1.00 Overhang 1'4" Enclosure Partially Enclosed O.H. Cut Square Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed HU926 = Typ. Single Ply Roof Truss HHUS46 = Typ. Floor Truss (A) HUS26 Q LSU26 (G) THA422 (.K SUL46 (B) HGUS26-2 J HHUS46 j MTHM Q SUR46 Cj HGUS28-3 (F) HHUS48 (J) THAC422 Hangers are Manufactured by Simpson Strong Tie unless noted otherwise See Legend in Layout 2nd Floor Client: Pace 2000 Project: Marshall Res Model: Lot / Subdivision / Street Address: Location: ,Port Saint Lucie, FL Date Salesman: Paul Brancaleone 03/16/2019 Scale NTS Drawn By The Blake Crawford Sheet# 1 of 1 Job # 1452443