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HomeMy WebLinkAboutAPPROVED, PLANS(1)REVISIONS DATE X A:Rc � c T v � _ J � d o 0 o 0 0 O N � s170�N ry) U � � z w a O Q _ O � z ~ !h V Q a N N M w,..�auW Q � a W x�6"zdu � NSF � N C0z7 w w I-0 0 u 1004 u, U � � LU Q [DESIGN Cf;;;� TEf;;;� 5 C 0 f= E 0 F UJ 0 OL ��4 EAST MIDIUAI' ROAD �����y fit. �UGI� t0 BUIL� A I -STORY C55 5NCiLE FAMLi� RE5I�ENCE � .00 Buildine Department 5fi. LUCIE COUNfi�' FT. PIERGE , FL 34982 " NORTH Wind DeSign Criteria ,45CE 1=1(o f FFL C; 5LE C;O DES uJlYlei DeSIgYI Method Main Wind Force Resisting I RooFine Material SHINGLE Loading in PSG Roof FE3C 5UILDING CODS ITb (2020) EDITION � Top Chord Lives 20 F5C MECHANICAL CODE 7TH (2020) EDITION Top Chord Dyad 15 F5C RE5IDENT1AL GODS 7TH (2020) EDITION bottom Chord Lives 10 Non -Cone F5e PLUME3ING CODE IfiN (2020) EDITION bottom Chord Dyad l� NATIONAL ���GfiRIGA� GOp� 2�11 EDITION � TOTAL load 45 � Duration Factor 1.25 f;;;� UJ NG SC;HELDL o Wind Sped 110mph (3 SECOND GUSTS) � o o Top Chores C.5. Sheeting by builder. Al CCVESk4EET / <E� f=LAN,-D aa � 504bOIYI Chord l�.l5. 5il�+�+l.irU f�a{ i��eiiIC.�lfer. i� a, S � ,; �� ���N���101�1/ ���i�l �L�l�l LLI� q U 11-1 � Highest Mean Height 1�'-��� � a 5UiloliYIe Type ENCLC5ED 43 FLOOIR FLAN Q lei 181811-Po2-MODIFIED 5uil01ire Category II.1`1o11 ReSbricbi V e �� FROOF/TF�U55FLAN Exposure Category C Date: of-ao-si 5arrier Islam No /4') ELEVATIONS Occupancy Type R3 51 WALL SECTIONS / EDETAIL5 Drawn: rs Construction Type 5-15 El ELECTRICAL FLAN / FLU�151NG R15E� Level of Alteration N/A CONC.SLA13 2" GALVANIZED MALLEA61-E CAP, THREADED 2" SCHEDULE 40 GALVANIZED STEEL PIPE, THREADED 2" CAST IRON FLOOR FLANGE, THREADED ATTACHED TO SLAB WITH (4) 5/16" DIA. X 2 1/4" HEX HEAD ULTRACON 3 WATER HEATER 5OLLARD DETAIL A2 tq'-A11 1100 161, 1 m 1wo-06110n 9wil !� 2 5UN EN 5HOWER DETA L A2 NTS MASONRY TEXTURE OVER ---, CONCi;�ETE BLOCK (3-COATS) 3000 P.S.I. CONC. CURB --\ HEIGHT VARIES W/GARAGE SLOPE IIIIIII I 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL _I=11 II IIIIIIIIIII HEM I J- i SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REINFORCEMENT G,4R>4GE CONC. CURS DETAIL NITS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4mff-44wm SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE 8F8—OB 8F12-0B 8F16-0B 8F20—OB 8F24—OB 8F28—OB 8F32—OB REIN LENGTH 8U8 8F8-1B 8F12-1B 8F16—iB 8F20-1B 8F24-1B 8F28—iB 8F32—iB 8U8 8F8 CMU 10 4'-6" 54" PRECAST 1969 2110 2931 3753 4576 5400 6224 ( ) 1599 592 591 1057 2189 4375 6113 7547 (7) 8672 10294 11809 2O 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 1451 2622 4360 7168 6036 7181 8328 0 12'-0" (144") PRECAST 337 540 873 1254 164 2193 2805 3552 244 402 137 540 873 1254 1684 2193 2805 3552 ® 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 63 300 548 950 1326 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4mmr-44srn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16—iT 8F20-1T 8F24—iT 8F28—iT 8F32—iT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T O 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 O 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 1 2093 2694 3295 3897 4498 3O 12'-0" (144") PRECAST 470 s 458 43 724 (31 938 32 1153 3z 1369 32 470 550 940 io 1302(,5) 1560(13) 1818(n)��j 17'-4" (208") PRESTRESSED 1s7 255 404 ryz) 520 (iz) 637 (iz) 754 (iz)199 303 500 732 993 (a) 1268rui 1470 SAFE GRAVITY LOADS FUR 8' PRECAST w/ 2' RECESS DOUR U-LINTELS IcAvr-Cisrn SAFE LOAD -POUNDS PER LINEAR FOOT LATERAL PLF TYPE 8RF6—OB 8RF10—OB 8RF14—OB RCM U LENGTH 8RU6 8RF6-1B 8RF10-18 8RF14—iB 8RU6 8RF6 2992 O 4'-6" (54") PRECAST 1494 1756 3699 5206 694 693 1073 1756 3699 5206 ® 7'-6" (90") PRECAST 669 755 1490 2459 1 509 674 363 755 1490 2459 SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOUR U-LINTELS 4io►s11IN-4mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6—iT 8RF10-1T 8RF14—iT LENGTH 8RF6-2T 8RF10-2T 8RF14-2T O 4'-6" (54") PRECAST 867 1604 2272 867 1604 2272 O506 742 (s) 1364(3o) 7'-6" (90") PRECAST 506 898 1364 ALL LINTEL AND BOND BEAM REBAR TO BE "5 UNLESS OTHERWISE NOTED. NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS PRE -CAST LINTEL LINTEL IDE51GN LOAD5 BEARING: 30 psf LIVE LOAD (200 psf TOP CHORD) 10 psf DEAD LOAD (10# psf BOTTOM CHORE)) UPLIFT: 2(o psf MINUS DEAD WEIGHT OF BEAM (120 PLF) I.ALL LINTELS ARE SF1(o-15/1T EXCEPT AS SHOWN. RECESSED LINTELS MAY BE USED FOR SPANS ! 'B'-O" (9'-S" MAX. LINTEL LENGTH). 2. ALL LOADS ARE P.L.F. 3. ALL VALUES BASED ON MINIMUM 4 INCH 5E,41;RING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REQ'D. LNL F;�AL NCTL S e C;CNC;fRL TL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL A MINIMUM COMPRESSIVE STRENGTH AT 20 DAPS CURED FROM DATE OF POUR AS FOLL FOUNDATIONS ................................ 2,500 PSI SLABS -ON -GRADE ........................ 3,000 PSI BEAMS 4 COLUMNS ....................... 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A185 AND SHALL BE LAPPED ONE FULL MESH PANEL. PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER. CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER .............. 3" BEAMS AND COLUMNS ......................... 1-1/2" FORMED CONCRETE BELOW GRADE ... 2" UNIFORM CONCRETE BELOW GRADE ... 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED 5L A�l T�FL S BB-1 8RF14-1B/1T BF16-1B/1T 8F20-1B/1T ALL LINTEL AND BOND REAM REBAR TO RE 15, UNLESS OTHERWISE NOTED. FDOND FD/4�1 5CHEEDULE MARK SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB -I S" X S" X CONT. --- 1-15 CONT, PERIMETER BEAM NOTE: AT INTERSECTIONS USE I- S CORNER BAR 30" LONG, EAGN WA"' FOUI ED AT � CN/COLX--II LEGEMD 8"x8" GROUTED CELL UJ/1-#5 VERT. 8"x1&" GROUTED CELL W/2-05 VERT. C-3 ®® 8"x12'' GROUTED CELL UJ/2 -#5 VE1RT. F007 f N 5CH D UL MARK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS BOTTOM BARS TOP BARS FI 1'40" CONT, 1(0" 2-S CONT. --- MONOLITHIC F2 1'-m" X CONT, 12" 1-05 --- THICKENED EDGE F3 3'-6" X 3'-6" 1 12" 15 REBAR 6" O.G. EACH WA' COLUMN PAID TOP AT 16" BELOW FIN, f REVISIONSI DATE � O O o O in N N >, a) r': = _-F6O oN l7 .. =O ' • 2'a= I rH V z N � w Wa V'1 [H NH N Ncm Z o�aOw U O ZU VW� D P� � � a U (�00aa U IBIS II -RR-MODIFIED Date: 01-20-21 Scale: As SHowN Drawn: TS all CBS REVISIONSI DATE SIDE VIEW FRONT VIEW 1D fi��1' E R VENT N I C 1-I E D E: T,41 L- N.T.S. P.T. 2X6 BUCK ATTACHED WITH 3/8"x3"5LEEVE ANCHOR BOLTS (1-1/2"EM5ED) ON 11" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (2p00 PSI MR CONCRETE) OR 8" CENTERS (C-W BLOW, I- MR OD. WASTERS IREOUIFFE) WITH TAPC". ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 45 VERTICAL (TYP.) -a2'-0" O.H. DOOR 1 DTL � O.H. GARAGE DOOR BUCK A3 SCALE: N.T.S. C,ql-All FLOOR FLAN SCALE. 1/4'' = 1'-011 O.H. DOOR P.T. BUCK I PER MANUR SPECS MAX. 1/4" SHI (NO WOOD) WINDOW INSULATION e o,� e o 1/2" DRYWALL PX4" PT. WRAP 7 3/16"x 1 1/4" EMBED TAPCONS SPACING PER OPENING SCHEDULE IL NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESISTANT COATING (PER FBC RESIDENTIAL R-103.4 AND AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LWP1200 BY PROTECTO WRAP 2 T-T-P. WINDOW BUCK DETAIL A3 SCALE. N.T.S. 5/8" DRYWALL ATTACHED TO TRUSS WITH I I/4" •, SGREUIS, 12" OG. FIELD 8" O.G. BUTT JOINTS CONT. 25 GAUGE METAL TRACK TOP AND BOTTOM W/ (1) " 10 SMS 0 24" O.G. 1/2" DRYWALL BOTH SIDES WITH WALL ASCREEWS, I 1 12" O.C. FIELD 25 GAUGE CHANNEL SHAPED METAL 8" O.G. BUTT JOINTS " ::.% BUTT J STUDS 24" O.C. BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X I" LONG WOOD BASE 4 TRIM ®I6" O.C. FINISHED FLOOR 3 TYF. NON=BEARING WALL DETAIL 3 SCALE: N.T.S. I. 2x6 P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMB 4 2x6 WITH 1/4" x 4 1/2" TAPCONS, b" FROM THE TOP 4 BOTTOM 4 1&" O.G. BETWEEN. A SINGLE ROW OF FASTENERS IS ALL THAT IS REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 "5 VERT NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESISTANT COATING (PER FBC RESIDENTIAL R-103.4 AND AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LWP1200 BY PROTECTO WRAP E 16" MAX. 0 16" MAX. 4 E 116" MAX, EXTERIOR D00R BUCK DETAIL [13 SCALE: N.T.S. 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND APPLICABLE AMENDMENTS ( LATEST EDITION ). 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. UJRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, UJHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING UJAS BASED ON EXISTING OR FIELD DIMENSIONS C F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) ACTUAL CONDITIONS A5 DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 0(o. THE CONTRACTOR / OUJNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE± FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 0-1. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER - Oa. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PiREPAFATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. 10. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. 11, ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH 1R308.4 12. UJALL ,AND CEILING FINISHES SHALL HAVE A FLAME=SPREAD CLASSIFICATION OF NOT GREATER THAN 200, (R302.9.1) 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.9.2) 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R310 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R311.2 1(o. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLA55 MAT GYPSUM BACKERS. (R102.4.1 AND R102.4.2.). IN SHOWER SURROUND AREAS. 1-1. WEATHERING IS NEGLIGABLE. 18. GYPSUM BOARD COMPLIES WITH FBC -102.3 NOTE : ,ALL INTERIOR DOOR SIZES ARE IN FEET ,AND INCHES FOfiR EX,41„IPLE = 28ro8 = 2'-811 X ro'-811 ,AND IS A 29 INCH CLEAR OPENING 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL 5UE3MITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL # SIZE MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT NPRWk U-FACTOR SHGC BUILDING DESIGN PRODUCT DESIGN ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE 1 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 2 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 3 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3 16" x 1 1 A " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 4 EXTERIOR DOOR OPAQUE FIBERGLASS 38" X 82" THERMATRU N/A 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 0.14 0.01 +35.96/ -39.16 +50.0 / -50.0 5 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 6 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI " FL16177.1 0.26 0.24 +36.55 -48.11 +70.0 -70.0 7 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3 16" x 1 1 4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 1 0.24 +36.55/-48.11 +70.0 / -70.0 ® EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A (SEE DETAIL 1 /A3) FL16546.6 n/a n/a +31.86/ -38.74 +36.0 / -42.0 O9 35 SINGLE HUNG 8100 PVC (IMPACT) 54" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.26 0.24 +36.17/-39.42 +70.0 / -70.0 10 EXTERIOR DOORS GLAZED FIBERGLASS (2) 36" X 82" THERMATRU 5/16" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.9 0.26 0.15 +34.26/ -37.46 +50.0 / -50.0 11 EXTERIOR DOOR GLAZED FIBERGLASS 30" X 82" THERMATRU 5/16" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.10 0.26 0.15 +32.27/ -36.48 +50.0 / -50.0 12 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE ROOF UNDERLAYMENT SOPREMA SOPREMA, INC PEEL AND STICK FL 2569.1 ROOF SHINGLES IKO INDUSTRIES FIBERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE FL 30310,1 SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL SOFFIT STUCCO RINKER (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAILS PER FBC R703.6.1, PER ASTM C1063 SEC. 7.10.2.3 HURRICANE PANELS I N/A WALL LEGEND AEA GALCULATION5 S" GONG. BLOCK 0 V_ 1 n AFF L I V IN G 2,418 5F GARAGE 439 5F SII GONG, BLOCK ,@ 9'-411 AFF PORCH 240 5F 411 INT. PARTITION W1 R=13 INSULATION ENTRY 34 5F 411 OR 611 INT. PARTITION FULL HEIGHT TOTAL 3,131 5F � O O 00 r': N O [V ca � + - i J LLr) D�l70fV ........ ' FOB. n nnp.O`,`, I z H z N � w Wa z A � a o N�cNn W C) NON O ZU V CA 0 P� a U 0°°aw -zd � 1.�v IBIS II -RR-MODIFIED Date: 01-20-21 Scale: As sHoWN Drawn: Ts "w CONNECTOfR 5CNEEDULE REVISIONSI DATE TRUSS/ UPLIFT C CONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (10d NAILS PRODUCT MARK/ID N ARE 1 1/2" LONG FOR APPROVAL N SINGLE MEMBER TRUSS PORCH VENTING REQUIRED E UPLIFT LATERAL LATERAL METAL LATH 4 STUCCO C LOAD LOAD TAPCONS - QTY 4 SIZE SOFFIT W/ 1" X 24" N S.F.) SCREEN VENTS T PARALLEL PERPEND PER CONNECTION (MIN, I/150 SCREEN VENT AREA TO CEILING AREA) (240/150 I.& SF REQUIRED) O TO BEAM TO BEAM o - ry o = VENTING O O O (2 VENTS PROVIDED) R I2 BOLTS - QTY 4 SIZE � o PER CONNECTION u= 3mm" u= 5mm• u= 3mmw Ln N 0 T a) o TYPICAL UP TO # SIMP50N 1-PLY TRUSS 18100 O HETA 20 TRUSS 1,810# 340# 110# 9- 0.148 X 1 1/2" NAILS FL-11413 m = N M TO a_+ J � 4- � >, O m rn SIMPSON 2-PLY 'S r� MASONRY lA HETA 20 TRUSS 1,810# 340# 110# 8- 0.162 X 3 1/2" NAILS FL-11413 -0 0 0 GIRDER TO IUALL UP TO 2030# SIMPSON LGt 2 20300 100# 110# 1(o - 0.148 X 3 1/4" NAILS FL J1 J1 MASONRY O 1- 1/4" X 2 1/4" TITEN = 2: � _ i 7AO 6.. GIRDER TO WALL UP TO O SIMPSON FGTR 4125 # - - - - ---- 18- 1/4" X 3" SDS FL-11410 � O `" J J 3 MASONRY 4125# 2- 1/2" X 5" TITEN c C C C TRUSS TO BEAM P O O SIMPSON MTSM16 8300 1200 90# 1 - 0.140 X 1 1/2" FL-11413 MASONRY 1- 1/4" X 2 1/4" TITEN 2 NOTE: ALL TiRUS& TO TIRU55 CONNECTIONS 5 r TRU55 MANUP. R-20 ICYNENE 'CLASSIC ULTRA SELECT' INSULATION 3 1 2e 1 3 'SEE ESR-182fo REPORT' IGNITION BARRIER, FLAME SPREAD INDEX 1 OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYIN63 WITH FBC 1TH EDITION (2020) FZESIDENTIAL CODE, SECTION R31(o AND TESTED PER ASTM E84 AND UL 123. u II TOP CHORD OF TRUSS II II II INSULATION BAFFLE ATTACHED II BETWEEN TRUSSES II OR BUILDING II II WRAP STAPLED TO FACE, TOP, II, AND BOTTOM CHORD OF TRU55ES LIVING SPACE SIDE I� NON -LIVING SPACE SIDE II II F BOTTOM CHORD OF TRU55 II II TYPICAL: 5/8" COX PLYWOOD DECKING NAILED TO TRUSSES w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. ZONE O : 2 1/2" X 0.131" RING SHANK NAILS ® 4"o.c. THROUGHOUT. (+21.80/-34.60) ZONES 28 & 2r : 2 1/2" X 0.131" RING SHANK NAILS 0 3"o.c. THROUGHOUT. (+21.80/-60.20) ZONE O : 2 1/2" X 0.131" RING SHANK NAILS ® 4"o.c. THROUGHOUT. (+21.80/-89.00) NOTE: 41. 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 TO BE 6" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. THERMAL SEPARATION DETAIL ROOD NAILING ZONES 1? SIMPSON HM9KT W/ (4)1/4" DIA, X 1 1/2" SDS SCREWS TO INTO TRUSS AND (5) 1/4" DIA X 2 1/4" TITEN SCREWS INTO BEAM BOND SEAM ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINCxLE LAYER OF W FELT. SIMPSON WTSMI6 STRAP W/ (4) 1/4' DIA. X 2 Y4' TITEN SCREWS INTO BEAM AND (8) 10d x 1-1/2' NAILS INTO TRUSS. SIDE VIEW ri AT MAIN SPAN TRUSSES WITH BOTH 14M9KT CLIP AND HTSMI6 UPLIFT= 1980 LBS FI = 190 LBS F2 . 290 LBS AT JACK TRUSSES USE W%T UPLIFT- 805 LBS F1 - 610 LBS OUTSIDE FACE INSIDE FACE F2 - 200 LBS 7'rFICAL ENID DETAIL 155 [D ANCHO E)TA I L GENERAL NOTE,5: ROOF T U,5,5,5 1. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN c� 0) SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS ® cI', FABRICATOR. TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA 1LL REGISTERED PROFESSIONAL ENGINEER. TRUSS DESIGN SHALL FOLLOW "NATIONAL THE SPECIFICATIONS AS OUTLINED BY THE DESIGN Lu SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY CS AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND LEGENDWALL HT. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD I Lu Lu TRUSSES, BY THE TRUSS PLATE INSTITUTE. 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF z WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN IBIS II -RR-MODIFIED ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. Date: 01-20-21 9 / — 4 // /� F, F n , 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale: AS SHM MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER. Drawn: TS 8/-0// (� F,F 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT I AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. 44 SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. 5T. LUCIE COUNTY 5XIDIN [DEPARTMENT PRODUCT APPROVAL 5U5M TTAL AFFIDAVIT EVISIONS I DATE I FIBERGLASS SHINGLE ROOF (TYR) TOP OF BEAM 11-0" OH 11-0" I'-0" OH CEMENTITIOUS MATERIAL N CONCRETE BLOCK 1'-01I OH FIN. FLR OH F c 10 (TEMP.) i 2i 5C,4LE= 1/41' = 1'_011 FIBERGLASS SHINGLE ROOF (TYP.)-7 12 5 � TOP OF BEAM OPENING ID PRODUCT MODEL SIZE MANUFACTURER GLASS DESCRIPTION 1 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 2 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 4 EXTERIOR DOOR OPAQUE FIBERGLASS 38" X 82" THERMATRU N/A 5 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 6 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 70 225 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI ® EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A O9 35 SINGLE HUNG 8100 PVC (IMPACT) 54" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 10 EXTERIOR DOORS GLAZED FIBERGLASS (2) 36" X 82" THERMATRU 5/16" LAMI 11 EXTERIOR DOOR GLAZED FIBERGLASS 30" X 82" THERMATRU 5/16" LAMI 12 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" ICUSTOM WINDOW SYSTEMS 5/16" LAMI I'-ol OH STUCCO BAND INCH (Tl'P) FIN, FLR OW - CEMENTITIOUS MATERIAL cA N CONCRETE BLOCK Cl -Q 1 OH El El El ■0El El0❑ El El El El El El El El Ll- (F) (D EGRESS. R 1('5' HT �"DIDM ELM\/AT ION SOLE: 1i4 - I BI I FIBERGLASS SHINGLE ROOF (TYR) 12 -7 5 TOP OF BEAM I ' - 0" 1' -0" OH �-0 OH OH , 0 � � 4 Ll Lu CEMENTITIOUS MATERIAL = CONCRETE BLOCK F--ON FIN. FLR. 12 O (EGRESS) (EGRESS) LEPT SIC)S ELE\000ATIONI. SOLE: 1i4 - 11-011 wol DECORATI, SHUTTER STUCCO - BAND SILL 2 -0"I OHS II (TEMP.) ATTACHMENT METHOD PROOOCT MPROK TYPE, SIZE, SPACING, & EMBEDMENT NUMBER U-FACTOR SHGC BUILDING DESIGN PRESSURE PRODUCT DESIC PRESSURE 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES F116111.1 0.26 0.24 +36,55/-48.11 +70.0 / -70.0 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES F116177.1 0.26 0.24 +36,55/-48.11 +70.0 / -70.0 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 0.14 0.01 +35.96/ -39.16 +50.0 / -50.0 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 F116177.1 0.26 0.24 +36.55 -48.11 +70.0 -70.0 3/16" x 1 1 Z4 " TAPCONS FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 +70.0 / -70.0 (SEE DETAIL 1 /A3) FL16546.6 n a n a +31.86/ -38.74 +36.0 / -42.0 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.26 0.24 +36.17/-39.42 +70.0 / -70.0 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.9 0.26 0.15 +34.26/ -37.46 +50.0 / -50.0 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.10 0.26 0.15 +32.27/ -36.48 +50.0 / -50.0 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.26 0.24 +36.55/-48.11 6" :b ExrmioR .CMU KALL OC.OATIN6 CN wwxAq SILL, ANP 1-�, SET P.T. VL'OD aw'`.iK OVER APPLY AROLM 2 rK V{ATEWROOFINS IN CORNER AND XZ--RANE SEALAW, FASTEN EX7Ef•D 6- ALL PER PRODZr APPROVA5_ AROM TFE FACE M 11 E HALL. OAPPLY LIMID YiA-. RPRCOFI%5 t-� OVER THIT TO? AND EXTS-RIM FACC OF BUUC AND 9'LL. LNUMB T 'NSrALLArON SErd EWE NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESISTANT COATING (PER FBC RESIDENTIAL R-103.4 AND AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LWM200 BY PROTECTO WRAP WINDOW / DOOR OPENING WATERPROOFING 12 7FIBERGLASS SHINGLE ROOF (TYR) � 5 OH TOP OF BEAM TOP OF BEAK FIN. FLR. NTS CD 0 I' o o ;;4- o w O � ra ate-+ - IN ON .&I J C � Ln 0 0 o:Z= 0 u F-I HI z N W w W A z rH a N v NNm NCH U �N C7W� �9U W U 1 cn, Lu � 1LJI_IL � LLI CS c4� \ C�D Lu LLI IBIS II -RR-MODIFIED Date: 01-20-21 Scale: As sHowN Drawn: TS QEGRESS) O (EGRESS) (DEGRESS) O FRONT ELE\/4TIO 5C,4LE: 1/4" = 1 -011 0 REVISIONS DATE o N rq 0 r,4 Ln N 4; M 4-1 Lf) >1 0 MIN. a X a BOND 5E,4M Wl1-#5 CONT. =mow 2 7 .. ...... / . .4 4 c. (y- u > I% T.O.B. •e° • z 4 4,6-" 4A-" 4 ° POURED CELL UJ/1 #5 BAR CONTINUOUS FROM BEAM TO FOOTING W110" KOOKS ill TOP AND BOTTOM rq U N cl z ��W a� C N#E� z il?Mt gU Z (&EE F-LOCIR f=L,4N FORFORSTESTEP [)0WN IDET,41L L0C,4TI0N5 u '0 f=L,4CE VEfRTIC:,4L& f=Ef;R TT'FIC,4L. STEP DOWNE)ET,41L) W H Z 04 u 0 u N P-4 F=,,)ETAIL 5EAM HEIGHT CHANGE NT5 cc) R-20 ICYNENE 'CLASSIC. ULTRA SELECT' INSULATION 'SEE ESR-1826 REPORT' IGNITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS A INDEX 12 12 OF 450 OR LE55 COMPLYINGAND WITH FBC ITCHEDISMOKE-DEVELOPEDTION (2020) RESIDENTIAL CODE, SECTION R316 12 AND TESTED PER ASTM E54 AND UL 123. (NOT REQUIRED IN GARAGE) FIBER SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT R FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/0" CDX PLYWOOD SHEATHING ON 5/5" CDX PLYWOOD SHEATHING FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT 5/5" CDX PLYWOOD SHEATHING ATTACHED WITH RING SHANK SHANK NAILS (SEE 5HEETA-4 FOR SPACING 4 SIZE) ATTACHED WITH RING SHANK NAILS (SEE SHEETA-4 FOR SPACING 4 SIZE) ON APPROVED, PRE ENGINEERED ON APPROVED, PRE ENGINEERED ATTACHED WITH RING SHANK NAILS (SEE SHEETA-4 FOR SPACING 4 SIZE) g� -4 WOOD TRUSSES is 2411 O.C. U)OOD TRUSSES a 24" O.C. ON APPROVED, PRE ENGINEERED OL WOOD TRUSSES a 2411 O.C. STRAPS PER STRAPS PER TOP CHORE) BRIDGING 4 BRACING CONNECTOR SCHEDULE TOP CHORD BRIDGING 4 BRACING CONNECTOR SCHEDULE Top CHORD BRIDGING 4 BRACING STRAPS PER PER SHOP DRAWINGS PER SHOP DRAWINGS PER SHOP DRAWINGS CONNECTOR SCHEDULE SEE ELEVATIONS FOR WALL HT . SEE ELEVATIONS FOR WA 1 I SEE ELEVATIONS FOR WALL HT5. "RAT RUNS" eel-oll (MAX.) W4 GALV, METAL DRIP EDGE "RAT RUNS" ael-oll (MAX.) GALV. METAL DRIP EDGE "PAT RUNS" s'-RjNS oll (MAX.) (3) LAYERS OF STUCCO APPLIED ON I X 2 P.T. DRIP STRIP (3) LAYERS OF STUCCO APPLIED ON I X 2 P.T. DRIP STRIP 5/0" DRYWALL (CL6) GALV. METAL DRIP EDGE ON I X 2 P.T. DRIP STRIP TO HIGH RIBBED METAL LATH NAILED 2 X 6PA501A TO HIGH RIBBED METAL LATH NAILED 2 X 6 FASCIA I X 2" P.T. NAILER PROVIDE FIRE5LOC<ING 2 X & FASCIA TO BOTTOM CHORD OF TRUSS W/ TO BOTTOM CHORD OF TRUSS W1 SEE ELEVS 2" LATH NAIL ( 13/4" PENETRATION) 6" O.C. METAL LATH ATTACHED PER FBC R103.1.1 W1 STUCCO 2" LATH NAIL( 13/4" PENETRATION) 6" O.C. \-METAL LATH ATTACHED PER FBC R103.1.1 W1 STUCCO METAL LATH ATTACHED PER FBC R1031.1 W1 STUCCO PER A5TMI C1063 SEC. 1.1023 FINISH SOFFIT AND 501REEN VENTS (SEE SHEET A4 FOR VENT CALC5) PER A5TM C1066 SEC. 1.1023 FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALCS) 55-1 FINISH SOFFIT (NO VENTING IN A/C AREAS) GARAGE SOFFIT TO BE: (SEE FOUNDATION PLAN FOR BEAM SCHEDULE)� METAL LATH ATTACHED PER FBC R103.1.1 W1 STUCCO BB-1 SF-16 LINTEL OVER OPENING FINISH SOFFIT AND SCREEN VENTS (SEE SWEET A4 FOR VENT CALGS) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) PRE -CAST LINTEL OVER OPENINGPRE-CA5T (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) I X 4 F.T. (TYF,) CURTAIN NAILER PRE -CAST LINTEL OVER OPENING MASONRY TEXTURE OVER MASONRY TEXTURE OVER (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) __------CONCRETE BLOCK (3-COATS) _,-----CONCRETE BLOCK (3-COAT5) 1/2" DRYWALL ON 3/4" FURRING STRIPS APPLIED ON TOP WINDOW OF P RIGID FOAM BOARD UJ/ CONT. COLUMN BEYOND I COLUMN BEYOND TAPED BEAMS OVER VERTICAL MASONRY COLUMN W/ (1) 15 VERT., 30" LAPS, MASONRY COLUMN W1 (1) 15 VERT., 30" LAPS, (R-6.5 VALUE) POURED GONG OR 10" HOOKS AT TOP AND BOTTOM SPACING) 10" HOOKS AT TOP AND BOTTOM (NOT REQUIRED IN GARAGE) PRECAST GONG BILL Lu (SEE FOUNDATION PLAN FOR (SEE FOUNDATION PLAN FOR SPACING) FILLED CELL W1 (1) 05 VERT., 30" LAPS, ry 4"-3000 P.S.I. GONG. SLAB 4"-3000 P.S.I. GONG. SLAB 10" HOOKS AT TOP AND BOTTOM Q) cl-) FIBER MESH IN GONG. ON FIBER MESH IN GONG. ON (SEE FOUNDATION PLAN FOR SPACING) (o MIL VAPOR BARRIER ON x 12" THICKENED (o MIL VAPOR BARRIER ON I " x 12" THICKENED WOOD BASE 4 TRIM COMPACT, POISONED SOIL OR PAVER BRICKS EDGE 1-15 CONT.(TYP) COMPACT, P015ONED SOIL OR PAVER BRICKS EDGE 1-0� CONT.(TYfD) MASONRY TEXTURE OVER CONCRETE BLOCK (3-COATS) Li - 4"-3000 CONC. SLAB F15ERMESH IN CONCRETE ON ro MIL. VAPOR BARRIER ON GRADE GRADE COMPACTED, POISONED 601L ii TOP OF SLAB 11 Is Lu P11 Lu FINISH GRADE 1 COMPACT FILL TO MIN, LL- 95% MAX MOD -PROCTOR 1515 11 -RR-MODIFIED DENSITY SEE FOUNDATION PLAN FOR=I=IIISEE FOUNDATION PLAN FOR Date: 01-20-21 - III III III III III III III III CONC. PAD SIZE AND REINFORCEMENT CONC. PAD SIZE AND REINFORCEMENT SEE FOUNDATION PLAN FOR- GONG. FOOTING SIZE AND REINFORCEMENT III III III III III III III III III III Scale: AS SHOWN =1 =1 =-d -� III III III III III III III„ III Drawn: TS F= f C; A L f=OFRC� 5ECTION.2 T-r-F I CAL ENTfR� SECTION t--IA50NfR'*� WALL 5EC70N SCALE: 3/4 = V-0" SCALE: 3/4 = V-oil SCALE: 3/4" = V-011 2" V.T.RJ L REVISIONSI DATE ELECTRICAL SYM50LS LEGEND DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN ® 220V RECEPTACLE © TV JACK VP VAPOR PROOF SWITCHED RECEPTACLE V PHONE JACK - PREWIRE ONLY / FLOOR DUPLEX RECEPTACLE DOUBLE FLOOD - SOFFIT MOUNTED 1 0 CEILING FAN OUTLET QUADRUPLEX RECEPTACLE © MCANDESCENT FENDANT FIXNRE - CEILING MOUNTED - GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED GPI FAULT INTERRUPTER SINGLE POLE SWITCH INCANDESCENT FIXTURE - WALL MOUNTED I\ CEILING FAN /LT.OUTLET 3 WAY SWITCH RECESSED HIGH HAT W/ TRIM PL �q 4 WAY SWITCH � ELECTRIC CO. METER 0 ELECTRICAL PANEL 4 PUSHBUTTON DISCONNECT SWITCH FLUOR LIGHT ® 940MCAR30NMONOXIDE DETECTOR (INTERWI+ECTED)DATTERY BACK-UP) -VES F, P2�13.3) PANEL ELECTR IC,4L LCACD CALCLA-AT I ONS CIRCUIT N0. DESRIPTION CIRCUIT WIRE WATTS REMARKS POLE TRIP 1-8 LIGHT'S a RECEPTACLES 1 15 *14 1,254 9 3 X S.F. /ARC FAULT 9,11 RANGE/OVEN 2 40 *10 8,000 10,12 APPLIANCES 1 20 "12 3,000 GFI /ARC FAULT 13,15 WATER HEATER 2 30 *IO 4,500 14,16 DRYER 2 30 *10 5,000 11,19 CONE). UNIT 2 30 *8 - - - - 20,22 A.H.U. HEAT STRIP 2 60 *6 10,000 23 DISHWASHER 1 20 *12 1,500 GFI /ARC FAULT 24 WASHER 1 20 *12 1,500 GFI /ARC FAULT 25 MICROWAVE 1 20 *12 800 ARC FAULT 26 BATHROOMS 1 20 012 1,500 ( GFI OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 *12 150 ( GFI OUTLETS ONLY) 28 KITCHEN 1 20 012 1,500 ( GFI OUTLETS ONLY) 2S REFRIGERATOR 1 20 12 800 ARC FAULT 30 DISPOSAL 1 20 012 800 31,33 LIFT STATION 2 20 12 1,200 32-42 SPACE TOTAL LOAD: 35,104- 10,000 = 25,104 IST 10 KUJ 100i : 10,000 REMAINDER 40 0 11,242 A/C 10,000 1005'. 10,000 TOTAL: 31,242 = 240 = 130.18 AMPS OvERHEAD SERVICE METER CLAMP TO CLOSEST REBAR 2(4/0) ALUM. SE CABLE 1 (2/0) ALUM. SE CABLE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 v0LT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND *4 C.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C 3 MAIN DISC..9 PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES 1LL O cv lJIJIJ 200AMP IIGFI WH PANEL 20A. 0 I� F- NTS •Lt. I NOTE: 0A. I — — ' I 1, ALL ELECTfRICAL IN THE 4fREA I i i I OF CONSTfRUCTION 6H,4LL 1„IEET ® -q 1 i GFI i THE 1�EQU11�E1VIENTS OF THE _ I GARAGE 2011 NATIONAL ELECTFIC,4L � � — \ DOOR OPEN R \Ll 1 1 CODE IUIJ \L --------------/ -III \ 2. ALL CFI fRECET,4CLE6 TO 5E _ \ / T4MPEF RESISTANT f=E1� NEC GFI 2011 4fRTICLE 40ro.12 OL z - 20A. — i / f-� p 3. P1ROVIDE AFRC FAULT C11RCUIT � LL- L O P1ROTE CT I ON 1=E 1R NEC 2011 IBIS II -RR-MODIFIED e O 41RTICLE 210.12 � Date: 01-20-21 EAR I I I I 10CDIIO O O oo 4. PFROVIDE TAI1=EF fRESISTANT fRECEFTACLES fE1R NEC 2011 Scale: AssHOWN A1RTICLE 210.�2 Drawn: is SCALE: 1/4" = 1'-011 F5, ALL 5ATH1,0011 C 1 RCL� I TRH ' TO HAVE \ _ _ C3FCI PROTECTION FE1, NEC 201T ----- ARTICLE210.8 E I REVISIONS DATE NB �° Oe — — — — — — — — — — — — — — — — I I I o I I o I e I o -- o0 00 00 sT01111 o0 11\ \ I 11\\ I F------------- IF 0 11 \\ I I I o 11 \\ I cm 11 \\ 'L - 11 OQ—————— — — — — —� O ELEC. METER ' O RANGE/OVEN O 11 W/MW 45V. RAN 1 \\ I I — — — — — — — — — - 0 o I I 11 \\ I AC 0 , , \ \ REPI� coMP. 11 \ \ WAIE�LINE I� 11 11 II I� 11 11 11 11 ---- ------ // CI L7 q II /II ii I I 0 I I �i WASHER O o II II II I • DRYER oe I (VTR) TT) e I zmm AMP � PANEL WH o o LIFT O O O OO t@l OO Oo Oe OO O O BOL.L.ARD� STA+TIO o----------------------- _ O O--- -- --I, sv� O O V I I 00 LU I I � I� 7�LU LLI ----------------IJ LU Lu o IBIS II -RR-MODIFIED O O Date: 06-01-21 00 O O O O O 00 S c a I e: AS SHOWN Drawn: TS