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HomeMy WebLinkAboutPLANS REVISIONS DATE _ o aj 0 C in 00 0 0 �0 c +J J C ate-.+ N � � 170 �NM .` ..............b�y� a- O O.' '� �@y: Q'munn��`` U z z w w w a z A rH a o N M N � N0 inw O � w � U C� � aaxLL_ w � U P d b Q D 11�IJ1 � all 11 CID <E � FLAN � ESIGPN CfRITEFRIA SCCFE CF �OFR< County 5T. LUCIE TO 51IILD A 1 =5T0F� C55 51N LE RE511D NC 5uilding Department 5T. LUCIE COUNTN' 41Wind Design Criteria 450E 1 = 1(o - _ 105 5 CEL 5T ,4 CTAFFL � CAE3LECCE) ES Wind Des n 1 Iethool 1�1a in Wind Force Resistin fO T 5T. LUCI , FL a49aa N ❑ RTH Roo ing Material SI IN L FE3C E3UIL1) IN� CODE ITH (220_20) EDITION L®aolin in �51= �®®� �.�.L. � IWOy g F5C MECHANICAL CODE ITH (2020) EDITION � � To Chord Live 20 , } P5C 51I) NTIAL CODE ITH (20_20) EDITION Top Chord Dead 15 4.2 ,u� _ 5ottom Chord Live 10 Non-Concurrent 1=E30 FLUME31Ne CODE ITH (2020) EDITION 1 ®tt®m Chord Dead 10 3 NATIONAL ELECTRICAL CODE 2011 EDITION TOTAL Load 45 1.2 zLH . L r 4 Duration Factor 1,25 [:) f;RALJNG � � 4 4 �D Wind Speed 110mph (3 5ECOND U5T5) "• '� Top Chord C.5. 5heeting by builder. * ` bottom Chord C. 5heetin b builder. Al COv SHEET / C0ID INFO MAT I ON - g y A2 FCUNED AT I ON/ 5 A�-1 FLAN . �4igh�st 1I�an �4�ight 1� 0 �*+ ; Y • ' 5uilding Type ENCL05 0 BILTMORE-LN-A� F 1 uilding Category II.-NorReStrictive Date: 01-05-21 x osur� Cates or C A4 fR00F FLAN /ST fRA f SC14E ID L r � :w Ur - f ► - • �* • p g y S c a I e: As SHOUN . 5arrier Islam No _ c y •. Occupancy Type vT I ON5 Drawn: Ts .� - Construction Type 5 51 WALL SCTION5 / [DETAILS F . Level oF Alteration N/A 1 ELECTRICAL FLAN/ FLIJ�15ING RI5 IR MASONRY TEXTURE OVER 2f N IRAL COTE 5 : CONC�ETE LINTEL E) S � GI N LOAE) S REVISIONE DATE CONCRETE BLOCK(3-COATS) 3000 P.S.I.CONC.CURB TILE ON CEMENT BOARD - CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS CURED FROM DATE OF POUR AS FOLLOWS: 4"-3000 P.S.I.CONC.SLAB FOUNDATIONS-.._........-.._.._... 2,500 PSI FIBER MESH IN CONIC.ON BEAMS-�GOLRUMNS_..._.._.._.._ 3,000 00 PSII BE,4RING: 30 psf LIVE L0,4D (20# psf TOP CHORD) 6 MIL VAPOR BARRIER ON VARIES HEIGHT VARIES D o COMPACT,POISONED SOIL LINTELS/ALL OTHER CONCRETE... 3,000 PSI 10 psf DE,4D LOAD (10# psf BOTTOM CHORD) W/CsARACsE SLOPE ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. UPLII=T: 2�o sf MINUS DE 4D UJEiC�NT 01= BE 4M �120 PL1=� TILE ON SLAB I� ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A155 AND SHALL BE LAPPED ONE FULL MESH PANEL I. ALL LINTELS ARE OFI(o-IE3/IT EXCEPT AS SHOUJN. RECESSED LINTELS 00 o III III— III US 2 INCH S AT SI S AN N St AN WI TOGETHER. < - " - O O PL E DE D E D D RED E ER. M,41' BE USED 1=0R SPANS — 9 O C9 8 MAX. LINTEL LENGTH. v _: o =IIIIIIIIIIIIzn - ° ° IIIIIIIII CALCUIM CHLORIDE SHALL Not BE ALLOWED AS AN ADMIXTURE. 3. ALL VALDS BASED ON MINIMUM 4 INCH BEARINCx. �� � n1 0 X'_1 - ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. Ln —III_ III 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO - N - C 4- F2 Fi ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. ADDITIONAL REINF. RE,O D. SEE FOUNDATION PLAN FOR 0 0 0 GONG. PAD SIZE AND REINFORCEMENT THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: PRE-CAST LINTEL SLABS ON VAPOR BARRIER ___ 3" BEAMS AND COLUMNS ..._.._.._.._... 1-1/2" NQ.� LL a yy- GT A fR A CT CONC, C;L�F;�5 E) T A f L , 5 L� E5�0 L � rD T A If FORMED CONCRETE BELOW GRADE _. 2" 65 * UNIFORM CONCRETE BELOW GRADE ... 3" NT6 �2 SCALE= 3/4" 1'-0" ALL CONCRETE FLAT WORK TO TERMITE TREATED H SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS W W Carn SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE 8U8 8F8-OB 8F12-OB 8F16-OB 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8U8 8F8 REINF. wF] A LENGTH 8F8-1B 8F12-16 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B C M U* O1 4'-6" 54' PRECAST 1969 2110 2931 3753 4576 5400 6224 ~ � O ( ) 1599 2189 4375 6113 7547 (7) 8672 10294 11809 592 591 1057 (h N M 1238 2177 3480 3031 3707 4383 5061 V N 53-0 2 6'-6" (78") PRECAST 908 507 721 490 Z r4 W O 1238 2177 3480 5381 8360 1039437) 8825(14) [j] 31'-4" I0'-0" 11'-8" 30 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 63 N # H 300 548 950 1326 1609 1849 2047 �„ � U U � � 0Z � SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS F2 Cast-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT V F2 TYPE 8F8-iT 8F12-iT 8F16-1T 8F20-iT 8F24-1T 8F28-1T 8F32-1T O P4 U CONCRETE PATIO F2 L E N G T H 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T N i.rl O ID 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 o10 a a W w U j 1207 1940 2724 3508 4292 5077 5861 835 1z) 1407(26) 1868(21) 2329 is 2790 is 3251(14) 3712(12) FIN. FLR. O 6'-6" (78") PRECAST O835 1 1407 1 1868 1 2329 2790 3251 3712 187 255 404(12) 520(12) 637(12) 754(12) 872(12) BB-1 0 17'-4' (208") PRESTRESSED 192 303 500 732 993 e 1268„ 1470 14) l-0 4-3 3-2 6-4 6-0 4-6 I- 6-7 I-9 3-0 3-2 5-6 �) � ) I IL0 8F16O-1-1T 8RF14-1T 8F16O1T (#7) 81`16-1B 8RF14-1B / 8F16-1B SAFE GRAVITY LOADS FOR 8 PRECAST w/ 2m RECESS DOOR U-LINTELS 00 O O isi 1OiO 00 00 O 00 00LATERAL 4C^Wr'*9om SAFE LOAD - POUNDS PER LINEAR FOOT P L F 3l3/4 X633/4' M.O. TYPE 8RF6-OB 8RF10-08 8RF14-08 RCMU 31 3/4"X63 3/4"M.O. �4 I/4" X 81"M.O. — ' -------- ° 8RU6 8RU6 8RF6 ----------------------------------------------- `" - LENGTH 8RF6-iB 8RF10-16 8RF14-18 I I FI I O I I v 1596 3063 2992 ® 4'-6" (54") PRECAST 1494 1756 3699 5206 1490 4 9 694 693 1073 O5 7'-6" (90") PRECAST 669 755 509 674 363 755 1490 2459 I e I F2 T I SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS (SEE DTL I/A2) N I C�►st-Cisrn SAFE LOAD-POUNDS PER LINEAR FOOT I I � TYPE 8RF6-1T 8RF10-iT 8RF14-1T s LENGTH 8RF6-2T 8RF10-2T 8RF14-2T " i 867 1604 2272 �l 4 CONCRETE 5LAB 3000 P51) L/ N I ® 4'-6" (54") PRECAST g67 1604 2272 (o x (o x 10/10 111UJ.F, OR FIBRE MESH OVER I 506 742(m) 1364(30) (o MIL POLYETHYLENE VAPOR BARRIER O I 5 7'-6" (90") PRECAST Fi � 506 898 1364 OVER CLEAN, P015ONED FOR TERMITES,COMPACTED (TO 2500 P5F OR 95% DENSITY) FILL. ALL LINTEL AND BOND BEAM REBAR TO BE "5,UNLESS OTHERWISE NOTED. cm O FIN. � �R i NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR GASTGRETE LINTELS —A • I o •HB I I LU ° O O IM 10 O I19 I x 8F16-1T m I 8F16-1B Cq I I v as (TYP.) � (?o I I O BOLLARD I Q I LL EQUIP. PAD _ • • • • • • • • Fl13'-0" 2'_211 21_811 2'-&" 1'1411 &ll 811 8" I 1&'-8" F 4'-m" ' I `� BB-1 8�8-1B/1T 8RL14-1B/1T 8F16-1B/1T 8F20-1B/1T — —r---4iI/2"7b3"M.O. --- I INO O I ALL LINTEL AND BOND BEAM ROAR TO BE 15, UNLE55 OTHERI1115E NOTED. I FIN. FLR. I Q�1 I I �RF14-1 I I 2Lu 8RF14-1 O "' N O FI I Q FI Fi I LL �OL4�r1 N SCHIDUL 1LIL — L------------------------ I T„ I o0 � 3l 3/4"X 63 3/4"M.O. I I O 1 0 00 O O O I Sul c� O Lu I I I I • _ ^ O Lu I z W 8F8-iT(7) 8F16-1T F1 I Lu 1 1/2 GS RACE DOOR 8F8-1B 8F16-1 B = O I FI i j S"xlro" GROUTED CELL W/2-#5 VERT, I BB-1 -------J t L---------- - --------------------� � L---------------- Oe Qe Oo 31 3/4"X 63 3/4"M.O. Oo 000 000 00 O O 00 � � � 8F20-iT (#7) O 0 8"x8" GROUTED CELL UJ/1-#5 VERT. L 8F20-1B 8F16-1T 8F16-1B BB-1 5'-2" 3'-2" 4'-0" 6'-0" 3'-2" 6'-0" BILTMORE-LH-A 2'-0" 16'-0" 2'-0" 5'40" 12'-4" BB-1 FOOT i SC EED �LE 20'-0" Il'-I0" 15'-2" Date: 01-�&-21 MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS Scale: As sHouN BOTTOM 5AR5 TOP BAR5 FI 1'-2" CONT. 20" 2-05 CONT. --- MONOLITHIC Drawn: TS FOUNDATION 4 F)EAMPLAN- SCALE= 1/4° = P-O" F2 I -0 X CONT. 12 I-'S CONT. --- THICKENED EDGE P.T. 2X6 BUCK ATTACHED WITH ° 'J�° '��` I. 2x6 P.T. ON SIDES OF MASONRY OPENING 3/8"x3"SLEEVE ANCHOR BOLTS (I-I/2"EMBED)ON IZ" CENTERS 8" CBS WALL `°°a °•° INSULATION 2. FASTEN SIDES THRU JAMB 4 2x6 WITH REVISION DATE (2,000 PSI MIN.CONCRETE).WASHERS INCLUDED WITH SLEEVE ANCHORS. ° ° ' I/4" x 4 I/2" TAPCONS,6"FROM THE TOP 21, 0 OR 1/2" DRYWALL 8 BOTTOM 8 16" O.C. BETWEEN. A SINGLE 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS P.T. BUCK ° ° ROW OF FASTENERS IS ALL THAT IS (2000 PSI MIN.CONCRETE)OR 8"CENTERS(C-W BLOCK).I-MIN.OD.WASHERS n0n[)WITH TAPCONS. PER MANUF. W I"X4" PT. WRAP REQUIRED. ANCHORS MAY BE COUNTERSUNK(BUT NOT REQUIRED)TO PROVIDE A SPECS 3. FILLED CELLS ON BOTH SIDES OF FLUSH MOUNTING SURFACE.HORIZONTAL JAM56 DO NOT TRANSFER LOAD. � OPENINGS ONLY ONE SIDE REQUIRES 3/16"x 1 I/4" EMBED TAPCONS SPACING 5/8" DRYWALL 1 *5 VERT. MAX. I/4" SHI PER OPENING SCHEDULE ATTACHED TO TRUSS WITH (NO WOOD) I I/4"�'6 SCREWS,12"O.G.FIELD 6' a E 0 8" O.C.BUTT JOINTS CONT.25 GAUGE METAL TRACK Q z o O WINDOW (1)0 10 TOP SDMS6 24O'oc. 16 MAX. I/2" DRYWALL BOTH SIDES O WALL ATTACHED WITH O W _ FINISH BACK O.H. DOOR ° .a ° a a I I/4" •6 SCREWS,12 O.C.FIELD 25 GAUGE CHANNEL SHAPED METAL 16" MAX. e O p ° ° 8" O.G.BUTT JOINTS SCUDS 24" O.G. 0 C O OF DRYWALL > DRYER VENT o 0 0 a1 Q C) 27 ° a °°° a °•' a RECESS o° . o° . 16 MAX: >. v o 0 ao �o o I-� VERTICAL (TYP.) _ � F4 BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X I" LONG pIV WOOD BASE d TRIM giro" O.C. _all _ J NOTE: FINISHED FLOOR 0 _ DRYER VENT 2'-(v" O.H. DOOR PRIOR TO BUCK INSTALLATION D c U yid RECE�S APPLY A WATER RESITANT COATING; (PER FBC RESIDENTIAL R-103.4) NOTE: PRIOR TO EsUCK INSTALLATION SIDE VIEW FRONT VIEW 1 DTL O.H. GARAGE DOOR BUCK 2 T"T F. WINDOW BUCK DETAIL 3 T�-F, NON=BEARING WALL DETAIL APPLYAIRESIDEATER RESIDENTIAL T 03.4)COAT Cs ,y ;�jj....... U � . IPER FEsG RESIDENTIAL R-103.4) ��� D VENT N CHI D ,� L_ A3 5CALE: N.T.S. A3 SCALE: N.T.5. 43 SCALE: N.T.S. 4 EXTERIOR DOOR BUCK DETAIL Z ,[S,3 SCALE: N.T.S. N.T.S. ~ W W a W A � GENE �AL NOTES z .� a , N M 01. THE CONTR,4CTOR SH,4LL VERIFY ,4LL EXISTING CONDITIONS WHICH WILL EFFECT W w 31'-4" 10'-0" 11'-8"� U]" N *` THE INST,4LL,4TION OF ,4LL NEW WOR< IF DISCREP,4NCIE5 ,4RE DISCOVERED, � � z d U DE5IGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ,4NY MODIFIC,4TION TO p z u THE ,4PPROVED DOCUMENTS. U 02. ,4LL CON5TRUCTION 5H,4LL COMPLY WITH ,4LL 5T,4TE, COUNTY, ,4ND LOC,4L CODE5 U 1x ,4ND ,4PPL IC,45LE 4MENDMENT5 ( L,4TE5T EDITION CONC. - 03. THE CONTR,4C7OR 15 RESPON5I5LE FOR THE ,4DEQU,4TE BRACING OF ,4LL 5TRUCTUR14L 00 N x PAD ,4ND NON5TRUCTUR,4L COMPONENT5 DURING CONSTRUCTION. a a a w U qu 04. DO NOT 5C,4LE DR,41WING5. WRITTEN DIMENSIONS T,41KE PRECEDENCE OVER WH,4T IT-10" 23'-5" 9_ �'_1 DR WINGS M,4Y 5C,4LE OR IF WRITTEN DIMEN510N5 DO NOT EXIST, WHICH ,4RE NECE5,5ARY FOR CON5TRUC7ION, THE CONTR,4CTOiR MUST CON7,4C7 THE DESIGNER 8 (EGRESS) 0 O TO 05T,41N 5,4ME. TEMP. 6 05. INFORM,4T I ON FOR THE 5,45I C L,4YOUT OF THIS DR,4W ING W,45 5,45ED ON EXISTING OR 00 O O O O O O 00 O 00 00 FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) O - OPT. llll ,4CTU,4L CONDITIONS ,4S DISCOVERED ,4ND 055ERVE17.) ,AND NOTIFY DESIGNED OF /vII ,4NY D15CREP,4NCIE5. /illl 0(o. THE CONTR,4CTOR / OWNER ( IF OWNER BUILDER ), 15 SOLELY RE5PONSI5LE ± FOR /l 11 THE ME,4NS ,4ND METHODS OF CONSTRUCTION, ,4ND THE 6,4FETY OF CONSTRUCTION l/ Iil PINING WORKERS, GREAT R06MII VAULTED CLG. 0-1. ,4LL WORK 5H,4LL BE PREFORMED BY CONTR,4CTOR5 POSSESSING V,4LID CERTIFICATE& 8'-0" cLG. vauLrE9 LG. lI = OF COMPETENCY ,4ND OCCUP,4TIONAL LICENSES RECOGNIZED ,4ND ,4CCEPTED BY LMA)l 5'-4" 12'-II" 4" 19'-1" I I " 12'-8" O M � // 11 THE LOC,4L GOVERNMENT H,4VING JURISDICTION, OR BY OWNER. > I 08. TO THE BEST OF MY KNOWLEDGE THE PL,4NS ,4ND SPECIFICATIONS SUBMITTED 8'-0" HEREWITH COMPLY WITH ,4LL EXISTING INTERPRET,4TION& ,4ND PROVISIONS OF THE � � 3 LA TYP.) ,4PLIC,,4BLE BU C ILDING ODES ,AT THE TIME OF THE P S P L,4NREP,4R,4TION. NO �C l /�/ llll "' P W,4RR,4NTY EITHER EXPRESSED OR IMPLIED 15 HEREWITH GIVEN. � ELEC. LINE 68 lil llll _ = 09. CONTR,4CTOR / OWNER 5H,4LL VERIFY ,4LL DIMENSION5 REL,4TED TO ,4NY F=,4RT L" m METER I,_8„ 3'-4" „ - - - OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING F,45RICATED MATERI4L5 m REQUIRED FOR CONSTRUCTION. , N ;' II68 10. ENGINEER' 5 5E,4L 15 FOR ,4PPROV,4L OF 5TRUCTUR,4L DESIGN ONLLU Y. 7721 68 / -------'�--------- - � DROOM 11. ,4LL GLAS5 IN H,4Z,4RDOU5 LOCATION& TO COMPLY WITH R308.4 � � m - 12. WALL ,AND CEILING FIN15HE5 5HALL HAVE A FLAME-5PREA1) CLASSIFICATION OF NOT GREATER THAN 200, OR302.9.1) � � CID � RYER �� I DW I�'-i - � cA 0 r (VTfR) S'I+aLC G (EGRESS) 13. WALL ,AND CEILING FINISHES 5H,4LL HAVE ,4 SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.9.2) vv KITCHEN II = 2668 O V-0" CLG. „ I \\ VAULTED cLG. r-10" 2-0 10'-0" - 14, ,ALL TERMITE PROTECTION 5H0ULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE ,AREA. 0 5 6 6'-0 3'� 6'-3 I6 LU co CV \\ RANGE ' 15. ,4LL LUMBER USED SHOULD H,4VE QU,4L ITT M,4RKS PER R3112 � C� --- W/MICROWAVE (T1SP.) 1(o. TILE TO BE IN5T,4LLED OVER FIBER-CEMENT OR GL,455 M,4T GYPSUM 5,4CKER5. (R702.4.1 ,4ND R702.�.2.). � 2868 SOLID ---------- \ 2868 R-131NWLATION RE(20MIN REF Io O _ IN 5HO.UER 5URROUND ,4RE,4&. (TYP) I F1 RATED) -\\ o I I SELF- oslNCs FOYER W�r�RL N ------- 1�. UJE,4THERING 16 NEGL IG,4BLE. BOLLARD I Q \\ - Av LAV WC • 'T 10- GYPSUM 50,4RD COMPLIES WITH FBC 102.3 V-0" CLCa. 68 HALL OPT.ELEC. Y00 AMP U x C� N METER PANEL L J \\ 5068 8'-0' LG TUB N I- GARAGE \ 6'-3" 4" 8'-4" 3'-4" 3'I-4"U I 2868 \�\ q i Go 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT 3 N 0 (TYP.) \\ L_ g J i 2 6HE3F 4" 6'- , -PAINTED WALL N O O - O O \\ @ I = OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, 8c SKYLIGHTS: ON BLOCK WALL o o � o 0 \\RAGE j co S06s (MAIN pR OM @ 2 OPENING PRODUCT MODEL SIZE MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL U-FACTOR SHGC BUILDING DESIGN PRODUCT DESIGN �� EG Ss 0 L ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE {� c� II FL 16546.5 n a n a +31.86 38.74 +36.0 42.0 `�, \ ,- ,- 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 / - / - � � 8 18-a s 2 -9 z- 01 13 a 8 2 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1 4" x 3 1 4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 .18 .01LL / +35.96 -39.16 +50.0 -50.0 \\ BEDROOM 3 3 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16"TAPCONS, 1 1 4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C, FIELD FL 17234.1 0.31 0.19 +31.52/-40.81 +50,0 / -50.0 LU {� O / u fr rr n n n p 8'-0 CLG. 4 25 SINGLE HUNG VINYL SH-610 SERIES 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED 3 16 TAPCONS, 1 1 4 EMBED.,6 MAX FROM EDGE, 14 1 2 MAX O.C. FIELD FL 17234.1 0.31 0.19 +31,52 40 81 +50.0 50 0 O LLI O 00 O O O /- � / - • �O 5 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16"TAPCONS, 1 1 4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 0.31 0.19 +37.52/-40.81 +50.0 / -50.0 LU " N 0- 3 (EGRESS) 6 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16"TAPCONS, 1 1 4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 0.31 0.19 +37.52/-40.81 +50.0 / -50.0 7O EXTERIOR SGD DOOR ALUM. 9000 SERIES 72" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3/16" TAPCONS, 1 1/4" EMBED,, 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 0.26 0.15 If ITYP.) +35.96/ -39.16 +50.0 / -50.0 c� � LI T i TA ® 25 SINGLE HUNG VINYL SH-610 SERIES 54" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16"TAPCONS, 1 1/4 " EMBED,,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 0.31 0.19 +37.52/-40.81 +50.0 / -50.0 Q Q Q Q e Q Q Q Q Q C. Q PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN ll O 1 4 TYPE SIZE SPACING EMBEDMENT NUMBER PRESSURE PRESSURE & STIFFENER ETC. z O(EGRESS) ROOF UNDERLAYMENT TRI-BUILT TRI-BUILT MATERIALS GROUP PEEL AND STICK FL 16048.1 (TYP.) 3 6' 5' 7' �'-7" ROOF SHINGLES IKO INDUSTRIES FIBERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE FL 30310.1 SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL BILTMORE-LH-A 2'-011 16'-0" T-0" 5'-6" 12'-4" SOFFIT STUCCO RINKER (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAILS PER FBC R703.6.1, 1 3/4" FASTENER 6" O.C. PER ASTM C1063 SEC. 1.102.3 Date: 01-08-21 20'-0" Il'-10" 15'-2" HURRICANE PANELS METAL HURRICANE „ „ (SEE OPENING (SEE OPENING 53'-0" STORM PANEL ELCO PANELMATE PLUS 1.1 4 DIA. SCREW, 1 3/4 MIN EMBED. , MIN. 12 O.C. FL16293-R2 PRESSURES ABV. PRESSURES ABV. MFG., INC. ) ) Scale: AS SHOWN WALL LEGEND AREA CALCULATEON5 Drawn: TS all CONC.BLOCK a 64' AFF LIVING I'a 9 5F (11,292 CUBIC VOLUME) iliiiim � 4" INT.PARTITION W1 R-I3 INSULATION GARAGE 40(o 5F SCALE, 1/4" = 1'-Oil ENTRY 33 5F 743 4" OR 6" INT.PARTITION FULL HEIGHT TOTAL 2,248 5F CCNNEECTC � 5CHEEDULEE REVISIONS DATE TRUSS/ UPLIFT C ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. 8 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (106 NAILS PRODUCT MARKAD N - ARE ] 1/2" LONG FOR APPROVAL N SINGLE MEMBER TRUSS E UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 4 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM R BOLTS - QTY 4 SIZE v 0 R F2 PER CONNECTION 00 0 TYPICAL UP TO * SIMPSON 1-PLY N 00 TRUSS 18101* 8 HETA 20 TRUSS 1,810# 340# 1100 8- 0.148 X 1 1/2" NAILS FL-11413 . o TO SIMPSON 2-PLY �' �, o � N 0 ' MASONRY lA HETA 20 TRUSS halm# 3400 1100 8- 0.162 X 3 1/2" NAILS FL-11413 o 0 m0 N .......... GIRDER TO WALL UP TO O # # # 16 - 0.148 X 3 1/4" NAILS 'v�ti ,.. 2 SIMPSON LGT 2 2030 100 110 zPy ; o o?y 20301* FL-11410 1- 1/4" X 2 1/4" TITEN UP TO # ---- ---- IS - SDS 1/4" X 3" ;� ............. oF� GIRDER TO WALL O3 SIMPSON FGTR 4125 „*,,,P�"' 4�25# 2- 1/2" X 5" TITEN ND FL-114�3 NOTE: ALL TRUSS TO TRU55 CONNECTION5 5�T' TRU55 MANUR U e e # e 1a a z U=300" u=SID0» U=300» U=1822" U=90fo" U= 1492" 12 — — - - - - - - - 7— n n n n SQUARE CUT OVERHANG? 1-w�lj yU, L L D D D D D D D D D D D D D bd td td td td W L �A 5 � � >> RI1 ON �0 W M CJl � W rU FU FU FU FU W � CJl m �I 7 (Jl WGE r O 2e CJ1 4-1/2" ,4 HEEL HEIGHT\ CJ4 v \ v v v v v \\ \\ \ \ \ \ \ \ \ J3 — — - - - - - - - �— Z W \ \ \ \ \ \ \ \ \ V A 3 2e 3 Qv W 1 CJ6 \ \ \ \� \ \ \\ \\ \ \ \\ \ \ \\ \\ J5 \ \ \ A \ \ \ V A \\ 1/_0' TYPICAL: F� C� d. Z 04 \ \ 5/8" CDX PLYWOOD DECKING NAILED TO TRUSSES EJ72 v v v v - \ \ \ \\ v V J7 w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. N W \ \ \ \ \ \ \ V A ZONE 2 1/2" X 0.131" RING SHANK NAILS 0 4"o.c. THROUGHOUT. EJ72 \ \ \ J7 ZONES 22& Zr 2 1/2" X 0.131" RING SHANK NAILS 3"o.c. THROUGHOUT. # � U < 2,5/12 VAULT � � � � � v v v v v v � 71011 \ \ \ \ \ \ \ \ \ ZONE Q : 2 1/2" X 0.131" RING SHANK NAILS ® 4"o.c. THROUGHOUT. a w U EJ72 =t:-fJ7 \ \ \ \ \ NOTE: FOR SHEATHING LOCATED A MIN. OF 48" FROM \ \ \ \ \ PERIMETER EDGE OF THE ROOF, INCLUDING 48" ON EACH \ \ \ \ \ \ \ \ \ \ „ SIDE OF RIDGES AND HIPS, NAIL SPACING IS PERMITTED EJ7 \ \ \ \ \ 8 -1 LNG J 7 TO BE 6" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. EJ7 / / J7 71011 e T�F f CAL END D TA f L ROOF NAILING ZONE 1 EJ7 / ISOLATE TRUSS FROM �� � � i ,� i / i coNCRETE wi A CxALI/. EJ7 .� J7 METAL PAN OF A SINGLE � 0 / / / % / / LATER OF "30 FELT. 8'-1„ CLNG i i / y'_ EJ7 / / / / J7 LL / SIMPSON HM9KT SIMPSON HTSM16 EJ7 / / / / / / / J7 W/ l4) 1/4" DIA. X STRAP W1 (4) 1/4' DIA. 1 1/2" SDS SCREWS TO 2 a" TITEN SCREU)s INTO BEAM AND (8) Lu EJ7 / / J7 INTO TRUSS AND (5) 10d x I-1/2' NAILS INTO C / I/4" DIA. X 2 I/4" TITEN TRUSS. -1 SCREWS INTO BEAM 0 EJ7 J7 BOND BEAM SIDE VIEW " AT MAIN SPAN TRUSSES LI) WITH BOTH HM9KT EJ7 U U J 7 CLIP AND HTSM16 Cs 8'- " CL G �-- UPLIFT= 1980 LBS � � U FI = T30 LBS EJ7 7 J7 F2 = 290 Les EH:U E J 7 c c c c c 91, EJ7 AT JACK TRUSSES USE HM9KT C1 2 IA UPLIFT= 805 LBS 3 U=3824" F1 = 610 Les OUTSIDE FACE INSIDE FACE V1 2 U=2119" F2 = 200 LBS EJ7 8 e " 1 f ,55E� ANCHOR E) TA f L Ej71 8' 1" C NG U--1000» 3 IBOTN ENDS) O D 1 °; °; N 240 V 3 u=9EN (BOTH ENDS) GENERAL NOTE,5: ROOF TRU5,5 ,5 /41 CJ51 V 1A a 2 2 2 a 1A CJ3 J3 I I f f t I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED U=2 55" - U=3639" 0 8 @ TRU55 CONNECTION ON I I FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER 1 " @ IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT SPANS AND ALL U=42� CJ1 CJ1 CJ1 CJ1 8 IBOTH ENDS) D TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT U= s00» STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN � C_ C_ C_ C_ C_ �� � � � � �j J SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR c W W W W W W �` W cn �I � � � u1 W ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 07� PRODUCT 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS ® LL_ FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH H O 1O I I I I DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDALu U= 3000 u= 300" 10 HTU2(o REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW U THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN � SPECIFICATIONS FOR STRESS GRADE LUMBER, AND ITS FASTENINGS BY _C�k 1 IIU�2_ _ _2 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOODLu TRUSSES," BY THE TRUSS PLATE INSTITUTE. 1 HGU,52(o = 3 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF IL WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF +� THE ENGINEER AT ALL TIMES. UL- CONN. FYr OTHER6 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN BILTMORE-LW-A ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS _ MANUFACTURER'S SHOP DRAWINGS. Date: r�1-m8-21 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale: As sNou1N ���� : 1/�,I - , , _ � ,, I I I��� I I� LEGEND � �N� MATERIALS USS MANUFAC SPECIFIED BY THE TURER, TRUSS MANUFACTURER SHALL BE SUPPLIED Drawn: Ts l� 1-� 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 8 , 8 , 8 1.ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. REVISIONS DATE 5T. LUCIE COUNTY 51JILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL SIZE MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE 1 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16"TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 141/2" MAX O.C. FIELD FL 17234.1 +37.52/-40.81 +50.0 / -50.0 2 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16"TAPCONS, 1 1/4 " EMBED,,6" MAX FROM EDGE, 141/2" MAX O.C. FIELD FL 17234.1 +37.52/-40.81 +50.0 / -50.0 _ o v 3 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1/4" z 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 +35.96/ -39.16 +50.0 / -50.0 TOP OF 5E,4M 34 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DEFAIL 1 A3 FL 16546.5 +31.86/ -38.74 +36.0 / -42.0 L N C) - - - - - - - - - - - - - - - - - - - - - - - - 5 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16"TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 141/2" MAX O.C. FIELD FL 17234.1 +37.52/-40.81 +50.0 / -50.0 2. � 00 tz 6 rn 35 SINGLE HUNG VINYL SH-610 SERIES 54" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16"TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 141/2' MAX O.C. FlELD FL 17234.1 +37.52/-40.81 +50.0 -50.0 J N o 00 O� 1O EXTERIOR SGD DOOR ALUM. 9000 SERIES 12" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3/16"TAPCONS, 1 1/4" EMBED., 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 +35.96/ -39.16 +50.0 / -50.0 p p No ® ouuunii 25 SINGLE HUNG VINYL SH-610 SERIES 54d X 63n CUSTOM WINDOW SYSTEMS ANNEALED 3/16n n TAPCONS, 1 1/4 EMBED.,6n MAX FROM EDGE, 141/2d MAX O.C. FIELD FL 17234.1 +37 521-40.81 +50.0 -50.0 « b, Fv�ti:•..... �Zr�. ;17:% ¢ 00 Ll �4 = y. 6,. FIN. FLR ® O © >�I� U z I � RS04 ;R SLX \00004TION z SC,4LE: 1/4'' = 1'=011 ~ �HATERPROMM9W w 0 W Su, a 411 AMP WAD, W Ij SET P.T.WOOD 9J(.K OVER APPLY AI!OUND A O6M WATERPROOFINS IN 09!zNER AND z LREMANE SEALANT,TASTER EXTEND b'ALL PER PRODUCT APPROVALS. AROU!D THE PAC.E OF T�WALL FIBERCGLASS SHINGLE ROOF (TYR) � IN � N z m aAPP1.Y LIQUID YVA'[FF.PRQDFIi1�i wl SEAL EX7MOq �F TO?AND W 1-1 rn w OF P.T.Worn �104 FAGS of 5UG1C AND SELL. SZK TO N +wrl +max' V1 N 12 NSTALLATON sEauEvice C7 U O PRIOR TO BUCK INSTALLATION N O W I-1 INSTALL WINDOW OR DOOR,FASTEN PZ' PRODUCT APPLY A WATER RESISTANT COATING � (, I H TOP OF BEAM APPROVA AND 5EAL WINDOW OR DOOR FRAME TO (PER FBC RESIDENTIAL R-103.4 AND P.T.WOOD 5UC.K AV MA50NRY AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LWM OO BY PROTECTO WRAP U 0 �_m,� O �-m "O ° WINDOW [DOOR OPENING WATERPROOFING ° aa w Uu NTS CEMENTITIOUS MATERIAL N CONCRETE BLOCK < `p �4 = - - - - - - - - - - - - - - FIN. FLR. > O (EGRESS) 5C,4LE: 1/4'' = P-0" c` FIBERGLASS SHINGLE ROOF(TYR) Cp 12 , 5 eoLLIcv :z: _,l (s) U TOP OF BEAM )-- a-S fu CID C-D -,A- �1 <> I'-m'l I m ON ON CEMENTITIOUS MATERIAL °O ON CONCRETE BLOCK FIN. FLR. FIBERGLASS SHINGLE ROOF (TYR)_ 12 Cf) ® LL_ i__ LLI LLI Q_ LLJ-1 -1 TOP OF BEAM - - - - - - - - - - - - - - - Lu ON �E ii iOH LL1 O STUCCO BANDING(TYP) �������� _ � Q Lu BILTMORE-LN-A SMOOTH STUCCO a e: 01-ms-21 FREEZE BAND (TYP) FIN. FLR - ❑ - - - - - - - Scale: As sNoLLN (D O (MAIN T(EGRE55) O (ECsRE88) Drawn: TS EGRESS) 0 \/4I ON 6C,4LE: 1/411 = 1'-0" REVISIONS DATE o 0 o Ln .7' � � o � 0o00 � — co rn 0 0 .......... �tir� Z:'F, Q ry a':2y;•h O; U Z z wW W a z A >n a o N N N m rn W c W OZU U � Z Q � � f # U � 00aa � � U 12 j FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/8" CDX PLYWOOD SHEATHING —IL ATTACHED WITH RING SHANK NAILS(SEE 6HEETA-4 FOR SPACING 4 SIZE) 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT \ \ ON APPROVED, PRE ENGINEERED ON 5/8" CDX PIL T WOOD SHEATHING e WOOD TRUSSES a 24" O.C. 5 ATTACHED WITH RING SHANK NAILS(SEE SHEETA-4 FOR SPACING 4 SIZE) „ 1t ON APPROVED, PRE ENGINEERED ��yJ WOOD TRUSSES a 24" O.C. o LL� co TOP CHORD STRAPS PER BRIDGING 4 BRACING \ STRAPS PER CONNECTOR SCHEDULE PER SHOP DRAWINGS \ CONNECTOR SCHEDULE Lu C'� -,A- �=D TOP CHORD BRIDGING 4 BRACING \ SEE ELEVATIONS FOR WALL NTS. PER SHOP DRAWINGS "RAT RUNS" SEE ELEVATIONS FOR WALL NTS. 08'-0" (MAX.) R-30 GATT INSULATIO 'RAT RUNS" 5/0" OR 1/2" DRYU)ALL (CLG) METAL DRIP EDGE s8'-0" (MAX.) 1/2" P.T. NAILER 2 X FASCIA METAL DRIP EDGE PROVIDE FIREBLOCKING ' SEE ELEv'S (3)LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED (3)LAYERS OF STUCCO APPLIED TO OVERHANG OF TRUSS PER FBC R103.1.1 W/1 3/4"FASTENER TO HIGH RIBBED METAL LATH ATTACHED SEE ELEV'S 2 X FASCIA BS-I 6"O.G.PER ASTM C1063 SEC.1.1023 W/ TO BOTTOM CHORD OF TRUSS PER FBC R103.1.1 FILLED U)/3000 PSI GROUT I 1"X 24"SCREEN SOFFIT VENTING,NAILED TO TRUSS OVERHANG W/2" LATH NAIL(13/4"PENETRATION) 6"O.C. (3)LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED (U)/1-" 5 R 6 CORNER RETURN BAR BEFORE STUCCO APPLICATION TO OVERHANG OF TRUSS PER FBC R103.1.1 W/1 3/4"FASTENER 30" LONG EACH WAY) VENTILATION REQUIRES 2543/150 = 16.95 SQ.FT. PER ASTM G1063 SEC.7.1023 6" O.C.PER ASTM C1063 SEC.1.1023 W/ 1"X 24"SCREEN SOFFIT VENTING,NAILED TO TRUSS OVERHANG (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I ACTUAL VENTILATION IS 56 SQ FT.OPEN AREA(AIR FLOW)PER VENT BEFORE STUCCO APPLICATION 1 X 4 P.T. (TYP,) 16.95/.56 = 3021 VENTS(31 VENTS TO BE PROVIDED) VENTILATION REQUIRES 2543/150 = 16.95 SQ.FT. CURTAIN NAILER OR EVERY V. PRE-CAST LINTEL OVER OPENING ACTUAL VENTILATION 15 56 SQ.FT.OPEN AREA(AIR FLOW)PER VENT (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON 16.95 /56 = 3021 VENTS(31 VENTS TO BE PROVIDED) 3/4" FURRING STRIPS ON PRE-CAST LINTEL OVER OPENING OR EVERY V. (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) �(}j ON CONIC. BLOCK U)/ 4.1 FOIL BACK INSULATION WINDOW (NOT REQUIRED IN GARAGE) POURED CONIC OR EDGE OF MASONRY WALL I PRECAST GONG SILL FILLED CELL W/(1)05 VERT.,30"LAPS, 10"HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) O 4"-3000 P.S.I.GONG.SLAB WOOD BASE 4 TRIM FIBER MESH IN CONIC.ON FRONT ENTRY POUREDMASONRY TEXTURE OVER Lu WITH DRIVEWAY AND WALKWAYS COMPACT SOIL 4"-3000 PSI CONCRETE SLAB CONCRETE BLOCK(3-COAT6) Lu — FIBERMESH IN CONCRETE ON Lu 6 MIL. VAPOR BARRIER ON LU COMPACTED, POISONED SOIL L cs� — TOP OF SLAB 111111 °I r l l 11111 1=GRADE �° Lu ° a FINISH GRADE SLOPED IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 I I III III III III III III III ° °°° a ° a° a a a° III I I I III III III III I � „� "� � � =1 III III III III III III III III III III III COMPACT FILL TO MIN. z 95% MAX MOD-PROCTOR III=III III=III III=III III= =III=III=III=III=III- DENSITY 1 1 1 1 1 1 1 1 III 1 1 =1 1 1LL III III III III III III III III III III SEE FOUNDATION PLAN FOR III III III III III III III III BILTMORE-LH-A GONG.FOOTING SIZE AND REINFORCEMENT i I I III III III III III III III III III �I � -��11 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 IIIII IIIIIIIIIII IIIII Date: 01-08-21 —IIIIIIIIIIIIIIIIIIIIIIII—III III1 I IIIIIIIIIIIIIIII—III Scale: as SHOWN _III, ,IIIIIIIIIIII—III � — I I � �I 111 III III I I I I _III I I I III III III III � Drawn: Ts 2 T�-F f CAL NTf;R-T- S CT f CN �lA ON FR-T- WALL & CT f ON CJ� SCALE: 3/4 = 1'-0" S1 SCALE: 3/4" = 1'-0" REVISIONE DATE mLsISTRIIS4L BYM 50LE LEGEND 6 DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN 2° V.T.R III ® 220V RECEPTACLE © TV JACK vP VAPOR PROOF III Studof I SWITCHED RECEPTACLE - PHONE JACK- PREWIRE ONLY / \ J L I LAV FLOOR DUPLEX RECEPTACLE `�/� I O CEILING FAN OUTLET SINK v DOUBLE FLOOD -SOFFIT MOUNTED SINK LAV QUADRUPLEX RECEPTACLE \ / © MCANpESCENi FENDANi FIX?URE-CEILING:MCUNiEp 211 3" 3„ TUB GFI GROUND FAULT INTERRUPTER / SHWR DW 211 311 WF WEATHERPROOF GROUND 0 INCANDESCENT FIXTURE -CEILING MOUNTED \ LAV CaFI FAULT INTERRUPTER 3" V.T.R I I 3u WCI CEILING FAN/LT.OUTLET LAv J L 2" 2" $ SINGLE POLE SWITCH � INCANDESCENT FIXTURE -WALL MOUNTED / LUG 3° 3u 3 WAY SWITCH � �T W�)HIGH \ / 2„ 3�� — 3" 31I a 4 WAY SWITCH ELECTRIC CO.METER 3" HER •� PUSHBUTTON E:;�j ELECTRICAL PANEL „ I ® NTEWZ lECCTBAttERY MONOXIDE DETECTORTOR 3 C.O. DISCONNECT SWITCH FLUOR LIGHT 3" f=4NEL ELECTRIC4L L04D C4LCUL4TI0N1S TO SEWER S7STEM N�CUIT pESRIPTION CIRCUITSIRE WATTS REMARKS FL ��IFDNG POLE TRIP 1-5 LIGHTS d RECEPTACLES 1 15 "14 5,421 .8 3 X S.F. NTS 9,11 RANGE/OVEN 2 45 "8 8,000 NOTE: ALL SHOWER HEADS TO HAVE ANTI-SCALD VALVES 10,12 APPLIANCES 1 20 $12 3,000 (CFI OUTLETS ONLY) NOTE: STUDOR VENTS MAY 5E USED IN LIEU OF 2" V.T.R.'S 13,15 WATER HEATER 2 30 $10 4,500 14,16 DRYER 2 30 010 5,000 11,19 COND.UNIT 2 30 "S ---- 20,22 A.N.U.HEAT STRIP 2 60 "6 10,000 23 DISHWASHER 1 20 "2 1,500 (GFI OUTLETS ONLY) 24 WASHER 1 20 "2 1,500 (GFI OUTLETS ONLY) 25 MICROWAVE 1 20 "12 1,500 (CFI OUTLETS ONLY) 26 BATHROOMS I 20 12 1,500 (CFI OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 "12 1,500 (GFI OUTLETS ONLY) 25 KITCHEN 1 20 012 1,500 (GFI OUTLETS ONLY) 29 REFRIGERATOR 1 20 012 1,500 (GFI OUTLETS ONLY) 30 DISPOSAL 1 20 #12 1,500 (GFI OUTLETS ONLY) 31,33 LIFT STATION 2 20 #12 1,200 WP1GFI 34-42 SPACE O O TOTAL LOAD: 3S,12 7 - 10,000 = 2 9,12 7 1ST 10 KUJ a 100% : 10,000 REMAINDER -8 40% 11051 A/C 10,000 100% ; 10,000 TOTAL: 131.aa 41 IF�s / \ — \ / OVERHEAD FAN/LT. \� SERVICE FAN OUTLET © \ / 2(4/0) ALUM. SEE CABLE: 2(2 G0) ALUM. SE GABLE > \ / 200 A METER MAIN BREAKER ELEC. \ I PANEL 0 � m METER / 120/240 � O VOLT LL 4- dbsD I —6 — LU GFI SD / CFI I // \\ 1 • NOTE: I- ---------------------- Q O F - / FAN OUTLET \1 ATINT THE MAIN ERVIDCIE GROUND NG STRIP REQUIRED O u YER M O DISP. I DW R 04 G.U. GLAMPED TO W Hi FOOTING: REBAR AND G.W.PIPE Co ------ \ RANGE � � SD CLAMP TO CLOSEST � W/MICROWAVE REBAR NOTE: � CID -------------- DISG. %DGII � — GFI ' , REF GFI OUTLETS PER PLAN IO O BMAIN DIA 3 R PANE A/C p I � I WATEI; � GFI M GFI LN I qI I G 42 CIRCUIT PANEL O BOLLARD Z..4 / / --- -- 0� P Q A/C RATED 10000 W OPT.ELEC. 200 AMP LT � ALL WORK TO COMPLY WITH METER PANEL / SD NEC AND LOCAL CODES J / I— -1 MLEC' Tf 4L RISER \ / Y z AC NTS / / M corlF'. WALL — JrAHUMOUNTSD � � e / • \� FAN OUTLET // SD DISC. NOTE = GARAGE TO D BELL DOOR OPENER — / — \ WP/GF1 L ALL ELECTF-,IC,4L IN THE AREA / \ OF CONSTFUCTION SHALL 1IEET � � � _ THE FEQIJ 11�Et''ENTS OF THE 1-- 1u O 1 -------- --- O \ FAN OUTLET 2011 NATIONAL ELECTI�IC,4L "� ` ) Lu WP/CxFI \ COIDE 1IZ: W --I/ \ DISC. TLu L[fT 2. ALL CFI 1�ECET,4CLES TO 5E L1 Un O O O O T,41-1PE1R FRESIST,4NT PEf;,:) NEC 000 000 / TIET I I I IO OI I I I I I I I IFE0 2011, AFTICLE 40(o.12 Lu 3. f=FOVIpE AFC FAULT CIfRCUIT / fFOTECTION fEf;,:) NEC 2011 EL 0- \ / ,4FT I CL E 210.12 BILTMORE-LH-A -4. f=FOVIDE T,4rlf=EI, FESI5T,4NT Date: 01-08-21 1,ECE1=T,4CLE5 PEF-, NEC 201-1 Scale: As SHOWN AFRTICLE 210.52 5. ,4LL 5,4T1-11R0O1l ClfRCIJIT1,�I' TO HAVE Drawn: TS GFCI f=FOTECTION PE1, NEC 201-1 ARTICLE 210.8 SCALE: 1/4" = 1'-0" m I REVISION DATE 00 I I I I I O II II illil0 • I I II lil O I I i l I ) I I 1 0 • • O 1 0 I I Lc � c • ELEC. METER . 10 IL �a � h 00 12* LQI L J W pp i " RANGE I WH r , WH I I I I uwtw.r� EELHI ------- 3 O BOLLARD I I m OPT. ELEC. 200 AW METER PANEL L — J I I Ac I I Cone. L — J i A i Ell 02 ------------ 6' O - o • 11 1111 0 1 0 � m ( X�e _ TAY L- O ( . • . � Qj 000 • 00 00 II 1 0 O 1pp U U LL!LU U Lu LU a C SLU u all Q LL H \/ AC PLAN BILIMORE-LH-A SCALE_ 1/4" = P -0 " Date : n-2i-2o Scale : Aswau.N Drawn : Ts CAUTION ! ! ! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. 53' 0" ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, 7' ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" 0" ' 0" 0" 0" ' 0" ' 0" ' 0" 1 0" 8" 7' 0" SHINGLES, ETC.) 0 rV ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO yVl> U U U m m m m m m Q Q Q Q Q Q Q Q N Q Q Q U U U �.'�� INSTALLING TRUSSES. Hatch egen REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. CJ1 Y, CJ2 1) NUMBER OF GIRDER PLIES AND ... NAILING SCHEDULE. ........ 2) BEARING BLOCK REQUIREMENTS. CJ3 > CJ4 19' 0' 19 .1 121911 2 1 9 11 AOFOF 3) SCAB DETAILS (IF REQUIRED) CJ5 CJ6 4) UPLIFT AND GRAVITY REACTIONS. H ........................... O _ ................................. WARNING ER Q c'J EJ72 Backcharges Will Not Be Accepted rn' . ' +--� .................................. Regardless of Fault Without Prior -i nj Notification By Customer Within 48 r TRUSS END DETAIL Hours And Investigation By EJ7 (' in. EJ72 Builders FirstSource. i J << 2.5/12 VAULT NO EXCEPTIONS. ER U v EJ72 12 The General Contractor Is Responsible For All Connections Other Than Truss SQUARE CUT OVERHANG .� " "' " """""""""""""' "" 5 to Truss, Gable Shear Wall, And 00 Connections. Temporary and EJ7 ER Permanent Bracing, And Ceiling And Roof Diaphragm Connections. EJ7 EJ7 4-1/16" HEEL HEIGHT TRUSS CONNECTION M EJ7 •A Z ER LIST M A. J 'J V EJ7 3• ER QTY PRODUCT ram. Q r� 00 1,-O„ L U S24 ,�I N'•. O ER O EJ7 0 10 HTU26 N' � ER ER � HTU28 1 H H U S26-2 ER D EJ7 1 HGUS26-3 HGUS28-2 EJ7 7 EJ7 cal HGUS28-3 o� C� ER J EJ7 O CONN. BY OTHERS V Uw _ Digitally signed BUILDER: ER Q Q I I EJ7 by Lillian N N Ln Lillian SYNERGY HOMES LQJ E7 ,N ER Gonzalez N ; z GonzaleZ Date: 2021 .01 .08 RES: N/A C2 G V V1 o ER 13:18:56 -05'00' MODEL: BILTMORE G/L ER ADDRESS: 105 SE CELESTIA COURT C3 00 V2 N Ts) EJ71 SPEC: FY566 00 _ CITY: PORT SAINT LUCIE � V3 p CJ5 -1 L_ -1 L_-1 D1 COUNTY: ST LUCIE � CJ51 DRAWN BY: JL O CJ3 F-1 CJ3 - D2 - JOB # : 2562517 00 00 O HANGER LEGEND DATE: 12/28/20 SCALE: NTS CJ1 CA CA - CJ1 * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: M LO ti ti ti ti LO M , M M co cY) cY) M UNLESS NOTED OTHERWISE 1. U U U W W W W U U U U W W W W W W U 2. 3. MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 4• 201011 51611 12' 4" 15' 2" ENCLOSED This Drawing Must Be Approved AIlk nd EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To ilders 531011 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSourceNOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475 TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: