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HomeMy WebLinkAboutBuilding PlanID PROPERTY LINE EASEMENT LINE GRADE CONTOUR LINE PROP. GRADE EXISTING GRADE FLOW ARROW LEGAL DESCRIPTION: LOT 7, OF TREASURE COAST AIRPARK,ACCORDING TO THE PLAT THEREOF AS RECORDS IN PLAT BOOK 26, PAGES 18 AND 18A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 4224-501-0007-000-7 GENERAL NOTES: 1. SURVEY DATA IS BASED ON INFORMATION PROVIDED BY WATSON KILLANE SURVEYING AND MAPPING, INC. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 3. THE LOCATION OF EXISTING FACILITIES WERE PLOTTED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, AND SURVEY MAKERS. 5. ALL SIDEWALKS AND PATIOS SHALL BE SLOPED AWAY FROM HOUSE. 6. MAXIMUN GRASS SLOPES SHALL NOT EXCEED 4:1. 7. CONTRACTOR SHALL COORDINATE GRADING PLAN WITH LANDSCAPE PLAN. SITE CALCULATIONS RESIDENCE FOOTPRINT 1,376 SO FT 10.00 % COVERED PATIO/SLABS 2,367 SO FT 12.77 % GARAGE/HANGER 2,488 SO FT 73.40 % DRIVEWAY 4,209 SO FT 3.83 % LANDSCAPING 106,820 SO FT 100.00 % TOTAL AREA 117,260 SO FT TOTAL PERVIOUS AREA TOTAL IMPERVIOUS AREA 106,820 SO FT 10,440 SO FT SPECIFIC GRADING & DRAINAGE NOTES: 1, SLOPES ARE NOT TO EXCEED 4:1. 2. THE CONTRACTOR SHALL NOT STORE OR PLACE ANY FILL IN AREAS NEAR THE PERIMETERS ❑F THE SITE OR CHANGE THE TEPDGRAPHY OF THE EXISITIN PERIMETER BERMS. 3. THE FINISH FLOOR ELEVATION SHALL BE 928 FEET NAVD 4 THE SLOPES AND SWALES ARE TO BE CONSTRUCTED TO ENSURE THE ORIGINAL DRAINAGE INTENT IS MAINTAINED 5, ALL RUNOFF SHALL REMAIN ON SITE AT ALLL TIMES, 6. ANY DAMAGE TO THE EXISTING ROADWAY FROM CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. SEPTIC SYSTEMS CALCULATIONS: ESTIMATED SEWAGE: 460 GPD BUILDING AREA (UNDER AC) 2,752 OF PROPOSED SEPTIC TANK CAPACITY: 1,200 GAL DRINAGE FILED CONFIGURATION: BED PROPOSED DRAIN FIELD SIZE: 767 SF ADDITIONAL RESERVE AREA: 383.50 SF DRAINAFIELD & RESERVED AREA PROP.: 28'x 42' _ 1,176 SF SPECIFIC SEPTIC SYSTEM NOTES: 1. SEPTIC TANK SHALL BE LOCATED A MINIMUM DISTANCE OF 5 FEET FROM THE BUIL➢ING, 10 FEET FROM WATER SUPPLY PIPE LINES, 5 FEET FROM PROPERTY LINES, OTHER THAN PUBLIC STREETS, 100' OF ANY PRIVATE OR PUBLIC WATER SUPPLY WELL WHERE SUCH WELL IS USED FOR HUMAN CONSUMPTION CONTRACTORS SHALL VERIFY LOCATIONS OF WELLS BEFORE FINAL PLACEMENT, 2, THE SPACE BETWEEN CHAMBERS SHALL BE 2' MINIMUM. 3 THE INVERT ELEVATION OF THE DRAINFIELD SHALL BE NOT LESS THAN 410 FEET NAVD NOTE: THERE ARE NO WELLS, SEPTIC SYSTEMS OR BODY OF WATER WITHIN 75 FEET OF THE SITE OTHER THAN SHOWN ON PLAN. FILE.. z I`' z-sty"' I -------------- O o N 5; GEA PROJECT NO.: 21035 DATE: 04-15-2021 SCALE: AS SHOD. _ DESIGNED BY: R.B.J. . DRAWN BY: L.B. CHECKED BY: R.B.J. APPROVED BY: R.B.J. _ SHEET TIME SEPTIC SYSTEM AND GRADING &DRAINAGE PLAN / l� l OF FOUND 4'x4'CONCRETE MONUMENT(PRMRLS 2391) I I � PLATTED 50'TAK/WAYEASEMENT I I I I\ I i Iti1� 4 i ( I I I I I I \ I LOT fO I ( VACANT LAND i m NO OBSTRUCTIONS 1 i � I I I i I I I I I i I I I I I I I I i ;p $3 LOT7 VACANT LAND NO WETLANDS LOCATED ON SITE, IFANY I( 132.6' e/ i I I PROPOSED POTABLE WA I �i I� i i 85f12'WOODSHED S NO fCONCRETE e '/ I � d P y,o I I $I Ib to LOT 9� VACANT LAND I NO OBSTRUCTIONS I .mn�►nm.,�� NAVD = NOR TH AMERICAN VER77C4L DATUM EL.= ELEVAT7ON x 0.00'= SPOTELEVA77ON 11E= INVERTELEVA77ON ARM= PERMANENTREFERENCEMONUMENT RLS= REGISTERED LAND SURVEYOR LB= LICENSED BUSINESS W = PROPOSED WATERLINE SQ.FT, = SQUAREFEET ■ I2'PlAS77CPWE N89®2739"E 335.00' OCT I Rl f`f.iF BY- LOT8 VACANT LAND NO OBSTRUCTIONS ;o 17PL4S77CPIPE FOUND &V'lRONROD & CAP (LB 6018) LOCATIONMAP.• NOT TO SCALE 4-10, LOT 6 LEGAL DESCR/P7/0N.• LOT7, OF TREASURE COASTA/RPARI( ACCORDING TO THE FLAT THEREOFASRECORDED INPLATBOOK26, PAGES 18AND 16A, OF w VACANT LAND THEPUSLIC RECORDS OFST. LUCIECOUNTY, FLORIDA, 'oo°' m NO OBSTRUCTIONS r FOUND 5/8"lfi0 ROD &GAP(LB 601j� o � w \ 1 °0o ASPHALT \ \ PAVEMENT ' Sl7EBENCHMARK & CONCRETE FOUND 4x4EN ((" yy ELEVATLON3.31 N4VD$BJ� n o m �, �' LOT 5 2 VACANT LAND NO OBSTRUCTIONS I I I 110.00, X.00, FOUND4'x4"CONCRETE MONUMENT (PRY RL S 2391) GRAPHIC SCALE ( IN FEET ) I inch = 30 ft. SURVEYOR'S NOTES: I. NOATTEMPTWAS MADE BYTH/SFIRMTOLOCATEUNDERGROUND U7IU7/ESOAWRADJACENT TO THIS SITE. 7HEAPPR0X/M47E LOG47IONOFALL UTILITIES SHOWNHEREON WERE TAKFJVFROMASBUILTDRAKINGS,4NDlOR ONS17ELOC477ONAND SHOULD BE VERIFIED BEFORE CONSTRUCTION. 2. NOATTEMPT WASMADE BYTHISFIRMTOLOG47E UNDERGROUND F0077NGS OFBUII.D/NGSORFENCES ONORADJACENT TO THIS S17E 3LANDS SHOWNHEREONWERENOTABS7RACIEDFOREASEMENTSANLYORR/GHTSOFWAYOFRECORDIXCEPTASSHOWN ON THERECORDPLATIFANY. 4. TH/SPROPERTYWAS SURVEYED WITHOUT 7HEBENEF/T OFA 777LESEWH 5. ALL ELEVA77ONS SHOWNAREBASED ON NOR7HAMER/CAN VERT7C4L DATUM 1988 (MIVD 88) 6. THEBFARINGEASE OFTHIS SURVEYISALONGTHE SOUTHLINEOFLOT 1,, 77?EASURECOASTA/RPAR1(N89'2739"E 7. LEGAL DESCRIP77ONFURNISHED BYCLIENT. 8. ALL BEAR/NGSANDDISTANCES SHOWNAREPLATAND MEASURED UNLESS OTHERWISENOTED. 9. ADDITIONS ORDELE77ONS 70 SURVEYMAPS OR REPORTS BYO7HEJt THAN THE SIGNNG PARTY OR PAR77ES /S PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTYOR PAR77ES 10, THIS S17ELIES INFLOOD ZONE TAS SCALEDAND INTERPOLATED ONFE'MA MAP NO. 1211104 0k,, DATED. FEBRUARY 16, 2012. 11, 7HEE70'EC7ED USEOFTHESURVEYANDMAP/SFORRES/DEN77AL PUaPOSES 12. ALL MEASUREMEN7SARE /NACCORDANCEWITH THE UNITED STATES STANDARD, IN FEET l3 UM17SQFJURISOIC77ONAL WETLANDS, DITCHES, DRAINAGE WAYS, WA)ERFLOWS, AND/ORBOD/ESOFWA7FR, IFANY, ARENOT DETERMINED BY THIS SURVEY. CLIENTISADV/SED TO CONTACTAPPROPRIAIFGOVERNINGAGENC/ESFOR POSS/BLEUMITS OF JURISDICTION 14. FIN/SHFLOOR E LEVA77ONS WEREPROV/DED BYARCH17ECT 1 LE SURVEYOR'S CERTIFICATION: I HEREBYCER77FYTHAT THIS SURVEYMAPAND/ORREPORT WASPREPARED UNDER MYRESPONS/BLECHARGEANO MEETS THE STANDARDS OFPRAC77CEAS SETFORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORSAND MAPPERS INCHAPTER 51-17, FLORIDA ADMINISTRATIVE CODEANDTHATIT/STRUEANDCORRECT TOTHEBESTOFMYKNOWLE DBELIEF.SURVEYMAP AND REPORT OR THE COPIES THEREOFARENOT VAUD WITHOUT THE SIGNATUREAND THE Of 9 ..L R�dISED SEAL OFA FLORIDA LICENSED SURVEYORAND MAPPER. // C.R410,0 W4, SCW PROFESSIONAL SURYEYORBN4PPER NO W7Sr47F0FFLOR1a4 all I11 Bill JOB NUMBER: 20109 FIELD DATE: 3.20.2020 CHECKED BY: COW DRAWNBY° DPK SCALE: 1"- 30, SHEET I OF 1 0 I 0 n m VENT BLOCK E> VENT BLOCK EMPRESS 4" AFF Slob VENT B OCK E> MASONRY WALL VENT HIDDEN CIRCLE Pattern Electric 15-5/8"x 7-5/8"x 3-5/8" Meter INSTALL Back to Back with Disconnect 1/8' GALV. SCREEN BETWEEN. E — — — — — — — T1------ N I— — — — GARAGE DOOR O —2" 16'-0" FLOOR PLAN 'IRST FLOOR CONCRETE SLAB O HANGER DOOR 45'x 12' BI—FOLD 51'-2" HANGER / GARAGE C�D 3'-10" COVERED TERRACE SLIDING GLASS DOOR a � a 27'-4 LIVING SLIDING GLASS DOOR I> 0 F­N0 PENETRATIONS THRU THIS RATED FIRE WALL ARE PERMITTED Wine — — — — — °°�\6`1 5 DINING 8" 1 _ V) Dbl dw Sink a Over'b `a I N KITCHEN — — 13 0— Refg Cooktop Hood TANKLESS o WATER HTR I CO " CU a POT e¢ filler 14'-0" ID 3/4 hr y 3 g°SELF CLMUD Rm.Ta CURAISED Ca inet �0et Bench SINK ® N AHU i 7 Q i BATH # 1u-) G 1 ^ KO INTERIOR DRYWALL PARTITION 4' _ I U O ------------� © M GARAGE DOOR � f � O 10'-0" 16'-0" 52'-6" HANGER / GARAGE 2,488 SF LIVING 1,376 SF Z O I N o BEDROOM # 1 O 8.. 0 m 1 FOYER 11'-6° 605C HR IEGRE S 5'-10" —0 o " 00 II 0 I m m I � o L— WI 15'-4" 28'-0" COVERED TERRACE I Steps Date 6/12/2020 Rev 8/18/2021 y 0 Q Li F— Lv Q - U Q W Q Q Q O Lv —I U LJ 0 U woZ� �LJJQw r)U>-a_ Q 0— Qe� f wOa� QO —i LL OF F�Ory A�E "31 Ss�p6ERT G IShn' (f1 •, AR12684�� 4,k ate kA��v lfROBERT G. ISHMAN I Q ~ U N 0 Z M maw _ -.10 morn S oprn aim d U oe 3drn — Gx Q -� O.-, 00< W mQW�J� =3� fl U Ov PROJECT No. $c S H E E T A-1 of 14 Date 6 12 2020 Rev 9/18/2020 28'-0" COVERED II TERRACE TERRACE I \ 0 w 2° c� 1 8' LINE of OVERHANG — I — g'-4" 13•-7" SLIDING GLASS DOOR FIXED GLAS 10'x2' E>7' O �— m 8„ MASTER BEDROOM P-, N I av M. BATH Tub 11'-6" O 0 15,_6„ N 0 we I 6,_0„ O O H O 20 I a W.I.C. I 14'-5" � —4 s N I LO T u7 N I� Landing N N o M I� I F c Zu I I Ladder I N VCG L�� av 3 — 7 —0. 1'-10„ Bath # 2 4'-0" m p 7'-1" o o W we U a 2 —i L — — 5`��° � A� CI. INTERIOR DRYWALL PARTITION 4" o s„ M 3'-4" 45°L n r o 0 o Lil i o WCI. BEDROOM # 2 2' 2" 13'-2" III IIH 6050 R co 6050 R EGR SS EGRE S �— —/—'---- 16,_2.. ----� 6. 3„ 6. 3„ / 28'-8„ \ LINE of OVERHANG \ O 0 co I / ROOF \ FLOOR PLAN SECOND FLOOR LIVING 1,376 SF ry Q � Li U 0 Q D ' J-- 0 C�CJw W C�j U woz17�' �L,JQw U�0>- a- n� I— w0cr—, Q:� ct� Q 0 I— J LL c�P� tt .L�t]BERT G Date�684 C� E A L,. i d� � o � z M M Si pp JQU __ � °� morn = N oprn OO Jip U' 3 N Q' W W W _ m: Q z W ^ JO 0 � J NSH PROJECT No. sc 1/4"= 1'-0" S H E E T A-2 of 14 2' I F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I) ( I I I I I I I I I I I I I STUCCO TOP of ROOF 26'— 2" AFF 7---1 12 I I I I I I Q 4 METAL ROOF PANEL I I I I I17 METAL ROOF PANEL I I I I I I I I I I III(I IIIIII IIIII I TOP of BEAM METAL ROOF PANEL 12 I I I I I FlxeD cuss 4 OVERHANG 2>_g O]SLIGLAS OORCaIfl ESTUCCO III II I IIIIII I IIIII I IIIII II I IIIII II I IIIII I IIIII II IIIII I IIIIII I IIII I lIIIII I IIIIII I IIIIII IIIIIIIl IIIII IIIII IIl IIII IIl IIIII II l IIIII Il IIII Il IIIIII Il TERRACE —L Railing IIIII l STUCCO MASONRY WALL VENT HIDDEN CIRCLE Pattern 15-5/8"x 7-5/8"x 3-5/8" INSTALL Back to Back with 1/6"GALV. SCREEN BETWEEN VENT BLOCK VENT BLOCK 4" AFF SIDE ELEVATION OVERHANG 2'-8' SECOND FLOOR °n 0 Electric N Meter N Disconnect _I SL ING GLAS DOOR STUC a a DLO. pp VENT BLOCK IRST FLOOR ® Grade Grade COVERED TERRACE 12 Q 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I h l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITI o BI I I I I I I I I I I I OVERHANG 2'-8' COVERED TERRACE I m 3050 SH 2650 SH 2650 SH Railing METAL ROOF PANEL STUCCO 6060 FlXED SECOND F OR I I I I FLASHINGCN I I I I I I OVERHANG S U CO 2'-8" 1 COVERED TERRACE 3060 SH 6060 SH FIRST FLOOR Grade SIDE ELEVATION TOP of BEAM METAL ROOF PANEL OVERHANG 2'-8" E DOWN 1 /4" / FT Grade METAL ROOF PANEL OVERHANG STUCCO 2'-8' TB-1 �aoF7 LIVING FIRST FLOOR 32.00' 31.42 GARAGE FINISH FLOOR GARAGE DOOR SLID( GLASS D R — i STUCCO =FM7Fm- goo O U F HANGER DOOR BI—FOLD REAR ELEVATION STUCCO 0000•oo 000� moo 0 0 0 0r o 0 =1=101=011milmm rMl11MR-1r� r�r=nn GARAGE DOOR FRONT ELEVATION I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I 12 TOP of ROOF Q 4 26'- 2" AFF METAL ROOF PANEL ( I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I STUCCO I I I I I I I 6050 HR 6050 HR 6050 HR STUCCO EGRESS COVERED ENTRANCE OVERHANG 2'-8" Grade OVERHANG 2'-8" SECOND FLOOR -CEIr c OVERHANG 2'-8" 40py FILE FIRST FLOOR —.— ra e k.� I,b pp. COLUMN SYMBOL SIZE REINFORCING REMARKS 8 1 # 5 E T. REINFORCED C-1 MASONRY IN GROUTED CELL UNIT MASONRY SPACED Min. ON CENTER C-2 8" MASONRY 1 6 VERT. IN GROUTED ADJACENT REINFORCED UNIT MASONRY MASONRY CELLS C-3 16"x 16" 4 # 6 VERT. REINFORCED MASONRY IN GROUTED ADJACENT UNIT MASONRY MASONRY CELLS MASONRY ALTERNATLEY < STACKED EACH COURSE C-4 12% 21" 4 # 6 VERT. # 3 TIES 0 8" O.0 CONCRETE 8" 16" 6 # 6 VERT. CONCRETE C-5 x #3TIES ®8"O.0 CONCRETE C-6 24"x 44' 10 # 8 VERT. # 4 TIES ® 12" O.C. FOUNDATION CONCRETE SYMBOL TYPE SIZE w x d REINFORCING MF 12 MONOLITHIC 16" x 12" 2 # 5 at BOTTOM MF 16 MONOLITHIC 16" x 16" 2 # 5 at BOTTOM MF 32 MONOLITHIC 32" x 18" 4 # 6ot BOTTOM 5 ® 24"o.c. TRANVERSE 4 x 6ft TRANVERSE (TR) w/ ACI HOOK 024"o.c. F 600 ISOLATED 72 x 72"x 24' 6 # 6 EACH WAY Note (A) TOP and BOTTOM ISOLATED 36"X 36"X 16' 4 # 5 EACH WAY F 300 Note (A) TOP & BOTTOM TE8 SLAB EDGE 8"x 8" 1 # 5 MIDWAY WELD PLATE FULLY WELDED 16" WIDE z 24" LONG x 3 4" PL W/ (5) 3/4" z 12" LOU WELDED HEADED STUDS 10" WELD PLATE 9 � 1 N TOP VIEW WELD PLATE # 5 CORNER L 45 a #5 VERTICAL WALL REINFORCEMENT )No BEAM -B1 UNIT —;TE8 -- -- -- --_ -- -- I #^ I I : 28'-0" 52'=6" ® 0 + CONCRETE SLAB 6" 0 1 1 W 14'-0 I BEAM SYMBOL TYPE WELDING PLATE FULLY WELDED W 33x141 I BEAM 16" WIDE x 24" LONG x 3/4" PL w/ (6) 3/4 x 12" LONG WELDED HEADED STUDS CONT. WOOD LEDGER 2x10 WOOD JOISTS LEDGER LEG210 W) w/ 3/4" DIG. x 5' EMBED WEDGE ANCHOR BOLTS SPACED 24" O.C. 7* 00 I BEAM SYMBOL SIZE REINFORCING TYPE SF16-16/2 8" X 16" 2 # 5 HORIZ• TOP 1 5 HORIZ. IN LINTEL MASONRY TIE BEAM LINTEL PRECAST MTB 16 8" X 16" 2 # 5 TOP 2 # 5 BOTTOM MASONRY TIE BEAM FULLY GROUTED MTB 24 8 x 24 2 5 TOP 2 # 5 BOTTOM MASONRY TIE BEAM FULLY GROUTED TB_1 8" x 24" 2 # 7 BOTTOM, 2 # 6 TOP #3 0 �6) ® 8" O.C. EACH EN BAL. ® 10"O.C. CONCRETE #5 2#5 24 ITS 16 16" d 16•. [ff2 # 5 LINTEL 1 # 5 8F16-1B/2T ALL LINTELS SHALL BE 8" PRECAST MASONRY TIE BEAM PRECAST LINTEL VERTICAL WALL REINFORCEMENT FULLY GROUTED HORIZ. REINF. IN BOND BEAM CELL I I BOND MASONRY EAM SECTION NOTE REINFORCING BARS SHALL HAVE A MINIMUM OF 1-1/2" CONCRETE COVER 1/2" CLEARANCE ALLOWS USE OF COURSE AGG. GROUT PER ACI 530.1 5 PLAN TYPICAL BOND BEAM CORNER DETAIL g" ( TWO # 5 REINFORCING BAR IN BOND BEAM) FULLY GROUTED CELL 2 # 5 CONCRETE SLAB NOTE 4" THICK Mi— 6 6" W1.4 x W1.4 WELDED WIRE REINFORCEMENT 6" THICK Min. 6" x 6" W2.0 x W2.0 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE MIDDLE TO THE UPPER ONE THIRD OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACING OF 3 FEET OR LESS. WELDED FABRIC FOR CONCRETE SHALL CONFORM to ASTM A1064/A1064M CARBON STEEL WIRE and WELDED WIRE REINFORCEMENT, PLAIN and DEFORMED, FOR CONCRETE. 2 # 5 FULLY GROUTED CELL OASONRY TIE BEAM MTB 24 2 # 5 I 1 MF 32 MF 32 C 3 EXPANSION CUT C-3 . — C_ - 3 (EC).:..... ...... ........ omT.....................— — — — — — — �-- — — — — T18 I F TE$ 1 o 0 I ( m MF 32 J 3'_9 45.-0" -t0" MF 32 I CONCRETE SLAB 4" WaUl ln� 1 o DOOR OPENING DOOR OPENING -- -- -- -- -- --—,— -- -- -- -- -- -- - 7" ~ 7" o — I TE8 C-4 rC-6 (2) C-1 (2) C-2(2) c-1 MF 16oS- MF 32 C-6CF 600 C-1 ro C-2 1 B„ c-1 I U , REFER TO • W' 1, FLOOR PLAN for I C-2 1 RECESSED OPENING to IN MASONRY .....................EXPANSION CUT EC...._ ....................1 ... PROVIDE LINTEL ABOVE OPENING ( ) I 8ft AFF (EC) ..... ... :. _i C-1 C-2 MF 321 T 1 C-2 1 C-1 I I MF 32 I 1 C-2 1 1 C-1 1 IE MASONRY FILLED CELLS ® 40" O.C. 1 � I I o S-4 C-2 1 (2) c-I 1 ... ............. ........... ...;........................... 7" C-2 DOOR OPENING I I (2) G- C-2 � C-1 I I CONCRETE SLAB 6" // 1 TE C-2 , 88 C-1 1 MASONRY FILLED CELLS ® 40" O.C.1 C-2 I C-1 :..................................................................................1.. .............. ;....... I I c 18" -2 ao 8„ C-1 TES CONCRETE SLAB N m(0 a N 3'-6" C-2 1 4 09 2-0 �--- -o (3) C-2—J C FOUNDATION PLAN — _ MF 32 16'-0" 18'-O" DRIVEWAY CONCRETE SLAB 4" MASONRY FILLED CELLS ® 40" O.C. o -1- o 0 -5 C-20 - - 131 0 F 300 10'_O" 0 -NO SLAB . 8'-1" 16' DRIVEWAY CONCRETE SLAB 4 MF 32 I C-1 -- --�J --- MF 32 C 2 C-1 C_ F 300 (2) C 1 C-1 L— WINDOW CONCRETE SLAB 4" 27'-4" ::I�L]L�711�I�IIIIIII�I!!!111111�17� 1 MF 32 I 1 / FILLED CELLS 0 48" P.C. I LOCATION N p00R OPENING 1 0 d•_7• z I I N 0 I N C-1 C-1 C-1 8" (2) C-1 (2) C-1 C-1 C-1 Date 6/12/2020 Rev 9/18/2020 Q Ld 1_ ry W U W � O u� E :D L i 00 OWQ a U Li ;LB4" U Lij LJ Q LLJ u�o>� Q LJ.� O L LL a, n Q O I— a_A _J LL. E Do 2-684 T �1B �JJJJJJ•• G (1n,.. R�o�� N 7" � o o M CONCRETE SLAB 4" 0 a-..... .................. TR f 0 N M to I I C) 1 s W IL 7" �y 0 I LO C-3 MF 32 C_3 MF 32 C-3 -- -- — -- --I'_O„ 11 1 -0 MF 12 Step 7" o MF 12 Step 14'-2" �28,-0" 11'-10" If 1 Q F- 0- N Z U M M = 0 morn N Dorn I 0 Q� 3 . crnv >orn F 0_ ll� a �0 O 0 W w N = u�T Q Z � J� 0 U O5 J N2— PROJECT No. p1/4p'= V-0,. S H E E T A-4 of 14 0 12 a 4 FIRST FLOOR ROOF TRUSS LIVING AREA SECOND FLOOR 1 7 FIRE SEPARATION 5/8" TYPE "X" GYPSUM WALLBOARD ATTACHED TO THE SIDES OF ROOF FRAMING MEMBER EXTEND TO UNDERSIDE OF WOOD ROOF DECK PROVIDE 2x WOOD VERTICALS SPACED 24" ON CENTER PROVIDE ROOF SHEATHING SUPPORTED BY NOT LESS THAN 2"NOMINAL THE NO PENETRATIOOF NS THRU THIS MEMBERS FOR LEDGERS A D STANCEENOTOLESS THDAN ES 44 FEEOTOON RBOTHGSIDES RATED FIRE WALL ARE PERMITTED REV OF THE FIRE WALL — — — — — — J THE ROOF SHEATHING SHALL BE FIRE TREATED WOOD FOR A DISTANCE OF 4 FEET ON BOTH SIDES OF THE WALL A 8'-81:1 1 Q (2) AT GIRDER S— Q LINTEL c� Ls J5. G� w z z J I 'GIRDER TRUSS z J PRE— WOOD S ENGINEERED ROOF TRUSSES ACED 24" ON CENTER I: - /// " vq c� 1// • f `SS —4A 8; ` I I 1 �0 PENETRATIONS THR THIS - � ATED IRE WAIL ARE ERMII iill'�� � ~ 00 Ile PRE— [NGINE RED WOOD ROOF TRUSSES; I; SPACED 24"— ,PG x LATER L —J EBCING &61,4 4(2 AT GI DER GIRDER TRUSS �(2) A GIRD IN F15 E SEPAR TION REV I I m I I I an PRE— E GINEERED WOOD I SPACED 204" ONUSSES CENTER Q() GIRDER TRUSS AT GIRDER Jy v9 .. MTB . 4 MTB 1 ROOF FRAMING PLAN SECOND FLOOR ROOF BELOW 12 4 LIVING AREA COVERED TERRACE SECOND FLOOR HANGER SCHEDULE "SIMPSON" Mfgr. or Equal NO. SYMBOL TYPE FASTENERS UPLIFT Ibs PROVIDED CALCULATED DTC EMBEDDED ANCHOR (4) 10d x 1-1/$'LAT PLATE (9) 10d x 1-1/nUSS/JOIST Uplift =1,825 Uplift = 910 Q LSTA 18 STRAP (v) 10d NAIL TO TRUSS WELD TO BEAM 6" LONG Uplift =1,810 Uplift = 910 JUS28 FACE MOUNT HANGER (6) 10d NAIL TO HEADER (4) 10d NAIL TO JOIST Uplift =1,100 Down =1,115 Uplift = 260 Down = 530 ROOF PRE—ENGINEERED WOOD ROOF TRUSSES _ 2x4 SPACED @ 24" o.c. — — — LATERAL WOOD BRACING Q2x4 2"x 4" CONT. & "X" BRACING LATERAL WOOD BRACING 2"x 4" CONT. TOP and BOTTOM TRUSS CHORD (2) 16d NAIL EACH CONNECTION MAX. 8 ft SPACING 2"x 4" "X" BRACING TOP to BOTTOM CHORD x4 —_ of TRUSS (3) TRUSS MEMBERS — (2) 16d NAIL EACH CONNECTION MAX 20 ft SPACING CEILING NO ROOF SECTION — TYPICAL BRACING Date 6/12/2020 Rev 8/18/2021 Q W �w�o U W � U D w Q Q U w _J Uw w 0 U wozw wwQw U71U>� Qa-D:� l_- w0ww ao �OBERT G oiL Date SEAL QF®ARCN�� ROBERT HMAN Q F— D_ U o z r0 n 9an =F— c() a m o rn — = o0rn 0 N U O 33 N F— ¢ J o 0 00� w m Q x w ^ Jrn -O 0 6 PROJECT No. S H E E T A-5 of 14 THESE DOCUMENTS HAVE BE €�qg�q ��GQRl1 THE FOLLOWING REQUIREMENTS- OFLORIDA CCUPANCYILDR G3CRESIDENTI h DI IT ON _2020, ASCE 7 (1 CATEGORY "C" 160 MPH TYPE 111A CONSTRUCTION TE Fib GENERAL NOTES- - CONTRACTOR AND SUB CONTRACTORS SHALL VISIT SITE AND VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH ANY COMMENCEMENT OF WORK OR ANY MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEERS OF ANY ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT OF PROJECT. - MANUFACTURER FOR TRUSSES, STRUCTURAL STEEL FABRICATION SHALL SUBMIT TO THIS ARCHITECT SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION AND SUBMISSION TO THE BUILDING DEPARTMENT. - AIR CONDITIONING SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THIS ARCHITECT WITH ALL NAME PLATE CRITERIA, ELECTRICAL REQUIREMENTS EFFICIENCY RATING, ETC. BEFORE ANY MATERIAL ORDERING AND SUBMITTALS TO THE BUILDING DEPT. REFER TO ENERGY COMPLIANCE FORMS FOR MINIMUM REQUIREMENTS. - CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES BEFORE ANY EXCAVATION HAS COMMENCED AND TO VERIFY EXISTING SERVICE LINES AND POSSIBLE HAZARDS. - COORDINATE ELECTRICAL SERVICE, TELEPHONE, TELEVISION (CABLE), COMPUTER SYSTEM REQUIREMENTS AND LOCATIONS AND AVAILABILITY WITH SERVICE PROVIDERS. - BATHROOM, RESTROOM FLOORS, BASE TUB AND SHOWER ENCLOSURES SHALL BE IMPERVIOUS MATERIAL ( CERAMIC TILE) UNLESS SPECIFIED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM WALLBOARD ( DENS SHIELD) AROUND TUB AND SHOWER ENCLOSURES. - INTERIOR PARTITIONS (NON -BEARING) SHALL BE 1/2" GYPSUM WALLBOARD ON. EACH SIDE OF 2"x 4" WOOD STUDS or 25 go METAL "C" SHAPED STUDS SPACED 24" ON CENTER, UNLESS OTHERWISE SPECIFIED. - ALL WOOD IN CONTACT WITH .CONCRETE SHALL BE TREATED OR OTHERWISE PROTECTED WITH TYPE 30 FELT MEMBRANE BARRIER. - WOOD GRADE FOR STUDS AND TOP PLATES SHALL BE SOUTHERN PINE - STANDARD GRADE. BASE PLATES SHALL BE No. 2 SOUTHERN PINE TREATED SURFACE DRY USED AT MAX. 19% MOISTURE CONTENT. - STRUCTURAL GRADE LUMBER SHALL BE MIN. Fb = 1,200 PSI UNLESS OTHERWISE SPECIFIED. - NAILS FOR - STUD TO STUD PLATE - (2) 16d STUD TO SOLE PLATE / TOE NAIL- (2) 8d DOUBLE TOP PLATE- (2) 16d NAIL ® 12"o.c. - TOP PLATES IN BEARING WALLS SHALL BE DOUBLED AND LAPPED AT INTERSECTION OF WALLS AND PARTITIONS. JOINTS SHALL BE LAPPED NOT LESS THAN (4) FEET - CORNER OF STUD WALLS SHALL BE FRAMED SOLID BY NOT LESS THAN (3) STUDS WITH 16d NAILS ® 12 o.c.. CORNER STUD SECURED TO (3) MEMBER STUDS (2) 16d NAILS ® 6"o.c.. - TOP PLATES IN NON -BEARING PARTITIONS SHALL BE SINGLE - SOLE PLATES IN NON -BEARING PARTITIONS SECURE TO CONCRETE SLAB WITH TAPCON FASTENER 1/4"x 1-1/2" EMBED or HILTI POWDER ACTUATED FASTENER PIN ON 72 P08 x 0.145 SHANK Dia. SPACE FASTENERS AT 32"o.c.. - CEILING FURRING STRIPS SHALL BE SOUTHERN PINE 1"x 3" WOOD SECURED TO WOOD JOISTS, TRUSSES SPACED 16"o.c. WITH (2) 8d NAILS COMMON. - WALL FURRING AND CONTINOUS FIRE STOP FOR CONCRETE, MASONRY WALLS SHALL BE 1"x 2" TREATED PINE SPACED 24"o.c. HORIZONTAL AND MAX. 8ft HIGH VERTICAL PROVIDE FORE STOP ABOVE 8ft. SECURE TO CONCRETE WITH CUT NAILS OR "T" NAILS SPACED ® 16"o.c. - WHERE VERTICAL PIPES POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE 1"x 1/8" SHALL BE PLACED EACH SIDE OF WOOD PLATE ACROSS THE OPENING 6" PAST AND NAILED WITH (2) 16d ad 8d COMMON NAILS AT EACH END. - HEADERS OR LINTELS OVER STUD WALL OPENINGS SHALL BEAR NOT LESS THAN (3) 2x JACK STUDS or HANGER SECURED TO NOT LESS THAN (3) KING STUDS. - WHERE STUD WALLS OR PARTITIONS JOIN MASONRY WALLS, SUCH STUDS SHALL BE SECURED AGAINST LATERAL MOVEMENT BY BOLTING TO THE MASONRY OR CONCRETE WITH 1/2 INCH DIAMETER ANCHOR BOLTS WITH OVERSIZED WASHER SPACED NOT MORE THAN 4 FEET APART AND EMBEDDED NOT LESS THAN 5 INCHES INTO A GROUTED CELL OR INTO CONCRETE. IGYPSUM WALLBOARD---7 - WALLBOARD SHALL BE ASTM C36-85 REGULAR 1/2" / ASTM C36-85 TYPE "X" FIRE RATED / ASTM C117 (MOISTURE RESIISTANT) UNLESS SPECIFIED OTHERWISE. - JOINT TREATMENT SHALL BE COMPOUND AND TAPE (READY MIX) ASTM C475-88 CORNER BEAD ASTM C1047-85 PANEL ADHESIVE SHALL BE STA-STUCK SS-200, ASTM C-557-73 - PROVIDE MIN. 1/2" AIR GAP BETWEEN FLOOR AND WALLBOARD BOTTOM - ATTACHMENTS FOR WALLBOARD TO SUPPORTS SHALL BE - METAL STUDS- TYPE W 1-1/4" DRYWALL SCREWS SPACED ® 12"o.c. WOOD STUDS & FURRING- NAILS GWB-54 ANNUAL RING 1/4" HEAD, .098 Dia SHANK ATTACHMENT SPACING / CEILING- 7" o.c. / WALLS- 8" o.c. SCREW STUD TRACK- .0179" BASE STEEL x 3-5/8" WIDE STUDS- "C" SHAPED SCREW STUDS, ASTM C645 x .0179" BASE STEEL SCREWS- TYPE S-12 LOW PROFILE (2) SCREWS PER ATTACHMENT ( METAL to METAL) HILTI SHOT THROUGH BASE TRACK TO CONCRETE- PIN DN 19 P08 x .145" Dia. SHANK CEILING METAL TRACK TO WOOD FURRING- TYPE -W SCREW x 1-1/4" SPACED @ 24"o.c. METAL FURRING- ASTM C645 / 7/8" x .179" BASE STEEL WIRE LATH- - SOFFIT- 3/8" RIB LATH, OVERLAP EDGES ONE (1") ATTACHMENTS FOR SECURING LATH TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6" APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9" INTERVALS. ATTACHMENTS TO .CEILING SUPPORTS SHALL BE No. 11 ga. x 1" LONG WITH 3/*" Dia. HEAD. PROVIDE TYPE 30 ROOF FELT BETWEEN ALL WOOD AND LATH USG DUROCK 1/2"th CEMENT BOARD PANELS FOR WALL APPLICATION, FASTEN "USG DUROCK" CEMENT BOARD PANELS TO FRAMING WITH SPECIFIED FASTENERS. DRIVE FASTENERS INTO FIELD OF PANELS FIRST, WORKING TOWARDS ENDS AND EDGES, HOLD PANELS IN FIRM CONTACT WITH FRAMING WHILE DRIVING FASTENERS. SPACE FASTENERS MAXIMUM 8" O.C. FOR WALLS, 6" O.C.FOR CEILINGS, WITH PERIMETER FASTENERS AT LEAST 3/8" AND LESS THAN 5/8" FROM ENDS AND EDGES. DRIVE NAILS AND SCREWS SO BOTTOMS OD HEADS ARE FLUSH WITH PANEL SURFACE TO ENSURE FIRM PANEL CONTACT WITH FRAMING.DO NOT OVERDRIVE FASTENERS. APPROVED FASTENERS INCLUDE - USG DUROCK TILE BACKER SCREWS FOR STEEL FRAMING( OR EQUIVALENT), 1-1/4" and 5/8" FOR 14- TO 20-gauge STEEL FRAMING. USG DUROCK TILE BACKER SCREWS FOR WOOD FRAMING (OR EQUIVALENT), 1-1/4", 1-5/8" and 2-1/4" FOR WOOD FRAMING. NAILS (1-1/2" HOT -DIPPED GALVANIZED ROOFING NAILS), PREFILL JOINTS WITH TILE -SETTING MORTOR or ADHESIVE AND THE IMMEDIATLEY EMBED USG DUROCK TILE BACKER TAPE AND LEVEL JOINTS. - STUCCO - ASTM C926 / (1) PART PORTLAND CEMENT TO A MAX. 2-1/2 PARTS SAND BY VOLUME ( MIXED PROPORTION) - MASONRY APPLICATION- BASE COAT / FINISH COAT - RIB LATH- (3) COAT APPLICATION / Min. 1/2" THICKNESS - PLASTIC PC COMPONENTS- PVC ACCESSORIES & PLASTIC LATH CEILINGS TRUSSES/JOISTS R-38 "CLIMATE ZONE 2" EXTERIOR- WALLS R-7.0 (FURRING 1-1/2'VR PLUS) ADJACENT- WALLS R-13 FLOORS CONCRETE SLAB FLOOR R-0 RAISED FLOOR- R-13 INTERIOR - R-13 NOTICE OF TERMITE PROTECTION A PERMANENT SIGN, WHICH INDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL, SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELCTIC PANEL. - TERMITE PROTECTION- SOILS UNDER BUILDING SLABS AND FOUNDATIONS SHALL BE TREATED BY REGISTERED TERNTICIDES. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STSTEMENT. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND COMMUNITY SERVICES". ROOF NOTE METAL STEEL PANEL ROOFING 26GA DMC 5-V OVER PLYWOOD DECK INSTALLATION SHALL BE BE IN COMPLIANCE WITH MANUFACTURER REQUIREMENTS 19/32" PLYWOOD SHEATHING DECK SECURED WITH 8d ANNULAR RING SHANK NAILS SPACED Max. 6" ON CENTER TO PRE ENGINEERED WOOD ROOF TRUSSES SPACED Max. 24"o.c, PANELS SHALL BE SECURED ALONG THE TOP OF THE V's WITH APPROVED CORROSION RESISTANT #9 HEX HEAD SELF DRILLING SCREWS OF SUFFICIENT LENGTH TO PENETRATE THROUGHT THE SHEATHING A MINIMUM OF 3/16" WITH SELF SEALING WASHERS. THE FASTENERS TO BE PLACED 16" OC IN THE FIELD, 8" OC PERIMETER AND CORNER STARTING 3" FROM PANEL END. EDGE METAL SHALL BE .021" (26ga), 2-1/2"x 2-1/2" GALVANIZED AND NAILED OVER EAVE FLASHING , 4" END LAPS WITH CONT. CAULK AT LAPS MINIMUM UNDERLAYMENT SHALL BE ASTM D 226 TYPE II INSTALLED WITH A MINIMUM 4" SIDE -LAP AND 6: END -LAPS. UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN -CAPS AND 12 GAUGE 1-1/4" ANNULAR RING -SHANK NAILS, SPACED 6" o.c. AT ALL LAPS AND TWO STAGGERED ROWS 12" o.c. IN THE FIELD OF THE ROLL OR ANY APPROVED UNDERLAYMENT HAVING A CURRENT N.O.A. SECONDARY WATERPROOFING 6" WIDE AT SHEATHING SEAMS ROOF SHEATHING- 19/32" CD PLYWOOD - SPAN RATING 40/20 FASTENERS- NAILS (8d ) COMMON, SPACED Q (6") ON CENTER OVER ALL SUPPORTS AND BLOCKING UNLESS SPECIFIED OTHERWISE ROOF SHEATHING NAILED AT (4") ON CENTER AT PERMITER EDGE AND FIELD PERIMETER EDGE DISTANCE (4 FEET ) ROOF SHEATHING SPACING BETWEEN PANELS AS PER MANUFACTURER REQUIREMENTS. (1/8") SUPPORTS- MINIMUM (3 ) TRUSS, JOISTS ATTIC VENTILATION- 1/ 150 RATIO 1/300 RATIO WITH ROOF VENTILATORS 3ft ABOVE EAVE BUILT-UP ROOF MONO SLOPE ROOF MINERAL SURFACED CAP SHEET ( WHITE FLINTLASTIC MODIFIED BITUMEN - HOT MOPPED 12go x 1-1/4" CORROSION RESISTANT ON TYPE 30, ASTM D226, TYPE 11 ORGANIC FELT APPLIED TO THE DECK IN SHINGLE FASHION. THE UNDERLAYMENT SHALL BE SECURED TO THE DECK WITH MINIMUM 12 go x 1-1/4" CORROSION RESTANT ROOFING NAILS AND A MINIMUM 32 go x 1-5/8 Dia. TIN CAPS SPACED FOR "PERIMETER" ROOF EDGE (4 ft) 6" LAPS, 2 ROWS ® 6" MIDSHEET AND "FIELD" 6" ® LAPS, 2 ROWS ® 12" MIDSHEET. EDGE METAL SHALL BE .021" (26ga), 2-1/2"x 2-1/2" GALVANIZED AND NAILED OVER THE TOP OF THE UNDERLAYMENT AT 4" ON CENTER WITH MIN. 12ga x 1-1/4" CORROSION RESISTANT ROOFING NAILS AT ALL PERIMETERS; AT CORNERS. THE ENDS OF ADJOINING EDGE METAL SHALL BE OVERLAPPED FOR (5") NOTCHED AND BENT AROUND CORNERS METAL EDGE SHALL BE OVERLAPPED NOT LESS THAN (3"). FASCIA- WOOD SECURED WITH 8d COMMON NAILS SPACED 16"o.c. 1" FROM TOP AND BOTTOM OF WOOD SUB -FASCIA ROOF SHEATHING- 19/32" CD PLYWOOD FASTENERS- NAILS (8d ) COMMON, SPACED ® (6") ON CENTER OVER ALL SUPPORTS AND BLOCKING UNLESS SPECIFIED OTHERWISE ROOF SHEATHING NAILED AT (4") ON CENTER AT PERMITER EDGE AND FIELD PERIMETER EDGE DISTANCE (4 FEET ) ROOF SHEATHING SPACING BETWEEN PANELS AS PER MANUFACTURER REQUIREMENTS. (1/8") SUPPORTS- MINIMUM (3 ) TRUSS, JOISTS FIXED GLAZING 01 ArimmsIn■� ELEVATION 7' ROOM FINISH SCHEDULE AREA FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS LIVING VINYL TILE WOOD PAINT *'k PAINT 9'-3" DINING KITCHEN MUD ROOM LOFT / OFFICE LANDING 2nd FL. BEDROOM # 1 BEDROOM # 2 CLOSET MASTER BEDROOM MASTER W.I.C. MASTER BATH CER. TILE CER. TILE TILE AROUND SHOWER ENCLOSURE Min 6ft AFF BATH # 1 CER. TILE CER. TILE TILE AROUND TUB / SHOWER ENCLOSURE Min 6ft AFF BATH # 2 CER. TILE CER. TILE TILE AROUND TUB / SHOWER ENCLOSURE Min 6ft AFF LAUNDRY VINYL TILE WOOD GARAGE / HANGER CONCRETE NONE PAINT CBS PAINT 21'-1" NOTES- * LATEX ENAMEL PAINT DOORS, TRIM & BASE **EGG SHELL LATEX PAINT LATEX PAINT CERAMIC TILE- OWNER SELECTED (KD) CEILING - KNOCK DOWN LIGHT TEXTURE VINYL TILE LIFEPROOF RIGID CORE LUXURY VINYL MEANS of EGRESS WINDOW FLORIDA BUILDING CODE R31-9 EMERGENCY ESCAPE AND RESCUE WINDOWS DESCRIBED AS EGRESS TYPE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS; EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET FOR RESCUE GRADE OPENINGS. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. THE BOTTOM OF THE CLEAR OPENING SHALL NOT BE GREATER THAN 44 INCHES MEASURED FROM THE FLOOR AND ANY LATCHING DEVICE SHALL BE CAPABLE OF BEING OPERATED FROM NOT MORE THAN 54INCHES ABOVE THE FINISH FLOOR. 0 SCHEDULE / WINDOW MARK TYPE FRAME GLAZING SILL BUCK OPENING REMARKS WIND PRESSURE IMPACT PRODUCT APPROVAL pos P.S.F neg RESISTANT By CONTRACTOR 1 2650 SH Single Hung VINYL AZURE BLUE STONE 30-3/4"x 60" + 38.0 / - 50. 8 PS YES 2 6060 SH Single Hung 72-3/4% 72" + 38.0 / - 41, 2 P F 3 4050 HR Horizontal Rolling 48-3/4" x 60" + 38.0 / - 41. 2 PS 4 6050 HR Horizontal Rolling 72-3/4" x 60" SEE NOTES * + 38.0 / - 50. 8 PS 5 3060 SH Single Hung 36-3/4% 72" + 38.0 / - 41. 2 PS 6 6060 FIXED GLASS 72-3/4% 72" + 38.0 / - 41. 2 PS 7 12020 FIXED GLASS 120-3/4" x 24" + 38.0 / - 41. 2 PS17 8 FIXED GLASS AZURE BLUE STUCCO 218" w x 44" h + 38.0 / - 41. 2 PSF 9 5030 FIXED GLASS CLEAR STONE 61-3/4% 36-3/ "INTERIOR N/A WINDOWS WIND PRESSURE U- FACTOR NR ZONE 4 + 38.0 / - 41. 2 PSF BLACK VINYL FRAME SHGC = 0.30 ZONE 5 + 38.0 / - 50. 8 PSF LOW-E GLAZING AZURE BLUE O SCHEDULE / DOOR MARK SIZE TYPE DOOR MATERIAL FRAME THRESHOLD REMARKS BUCK OPENING WIND PRESSURE P.S.F IMPACT RESISTANT PRODUCT APPROVAL By CONTRACTOR U.O. pos neg A 3'-0"x6'-8" FLUSH GALVANIZED STEEL ALUMINUM h� Bp D 1 40" x 82" + 38.0 / - 50. 8 P F YES SG WOOD 4" RAIS D CUR EV g 3'-O"x6'-8" PANEL PANEL WOOD ALUMINUM 118 S 86% 104" + 38.0 / - 50. 8 PSF GLASS LITES HEADER C 16'-0"x 8'-0' OVERHEAD METAL PANEL METAL NONE OP PANEL IMPACT GLAZING VENTED BOTTOM PANEL 16'-0"x 8'-0" + 38.0 /-50.SPF GARAGE D 45'-0"x 12'- HI -FOLD METAL METAL NONE Owner Selected VERIFY By MANUFACTURER + 38.0/ - 50. 8 PSF MF R. E 9'-0"x 8'-0' SLIDING GLASS VINYL GLASS VINYL ALUMINUM LIDING GLASS DOOR 6XXO) & (OXX) SEE PLAN VERIFY By MANUFACTURER + 38.0 / - 50. 8 P F CONFIGURATION E F 5'-4"X6'_8 FRENICR SC WOOD WOOD NONE G 2'-8"x6'-8" PANEL WOOD WOOD H 2' 0"x 6' B' PANEL WOOD WOOD J 2'-4"x 6' 8' POCKET WOOD WOOD FULL LOUVERED K- 2'-8"x6'-8" POCKET WOOD WOOD L 2'-4"x V-15"I POCKET SC WOOD WOOD RAG in DOOR M 5'-4'x 6'-8'BI-PASS WOOD WOOD N 6'-0"x 6'-8"BI-FOLD WOOD WOOD FULL LOUVERED 0 3'-0"x 6'_8' BI-FOLD WOOD DRYWALL FULL LOUVERED P 2 -8 x6 -g BARN WOOD SURFACE - MOUNT Owner Selected Q 3'-011x SLIDING WOOD SURFACE Owner Selected 6'-8" BAR MOUNT S SIZE TO SHOWER SAFETY FINISH ENCL. GLAZING FRAMELESS Owner Selected OPENING CLEAR NOTE - UNLESS OTHERWISE INDICATED ALL DOORS AND FRAMES SHALL BE PAINT GRADE AND FINISHED WITH APPROPRIATE TYPE PAINT WIND PRESSURE O.N. (U.) FOR INTERIOR AND EXTERIOR APPLICATION- ENAMEL PAINT PAINT COLORS SHALL BE OWNER SELECTED ZONE 4 + 38.0 / - 41. 2 PSF DOOR HARDWARE SHALL BE OWNER SELECTED ZONE 5 + 38.0 / - 50al�'S. A , BLACK VINYL FRAME DOORS LOW-E GLAZING AZURE BLUE U- FACTOR NR Date 6/12/2020 Rev 8/18/2021 Q W H- W � U Q W Q LJ Q (n Q O W J (, IW U LLJ Q LLJ (n (Jn 0 < a- IWO0,_CL Q O OCOk/F"rrrrrr,. '.�� ..gERT G ISy ' AR12684 '' gte �3it�1S✓'" ROBERT G. ISHMAN Q � d U o Z n n �an _ - morn ro - CD 000:m �! 0�, U f- }orn a �O- Lv W O3O3N =>rn Do Q U ') W Jv ^O O v PROJECT No. S H E E T A-7 of 14 I Date 6 Rev 9/18/2020 TYPIC, A-12 n METAL PANELS AND �' c DECK TYPE = WOOD, D SEE ROOF NOTE METAL PANELS AND ACCESSORIES PAC-150 24 GA STEEL PANELS 12" THRU 20" WIDE OVER PLYWOOD DECK TYPE =WOOD, NON INSULATED PANELS SHALL BE SECURED ALONG THE MALE RIB WITH APPROVED CLIPS AND TWO COOROSION RESISTANT # 10 x 1-1/2" PANCAKE HEAD SCREWS OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE SHEATHING A MINIMUM OF 3/16". PANEL CLIPS SPACING AS PER MFGR. REQUIRENTS. THE FEMALE RIB OF PANEL IS INSTALLED OVER THE MALE RIB OF PANEL. PANELS ARE SEAMED AS PER MFGR. REQUIREMENTS. PAC-150 1.5 STEEL PANEL INCLUDING FLASHING PENETRATIONS, VALLEYS AND END LAPS AND ACCESSORIES IN COMPLIANCE "PAC CONTRACTORS ASSOCIATIONS CURRENT, PUBLISHED INSTALLATION INSTRUCTIONS AND IN COMPLIANCE WITH THE MINIMUM REQUIREMENTS DEPAILED IN ROOFING APPLICATION STANDARD RAS 133 MINIMUM UNDERLAYMENT SHALL BE ASTM D 226 TYPE 11 INSTALLED WITH A MINIMUM 4" SIDE —LAP AND 6: END —LAPS. UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN —CAPS AND 12 GAUGE 1-1/4" ANNULAR RING —SHANK NAILS, SPACED 6" o.c. AT ALL LAPS AND TWO STAGGERED ROWS 12" o.c.IN THE FIELD OF THE ROLL OR ANY APPROVED UNDERLAYMENT HAVING A CURRENT N.O.A. SECONDARY WATERPROOFING 6" WIDE AT SHEATHING SEAMS 19/32" PLYWOOD SHEATHING DECK SECURED WITH 8d ANNULAR RING SHANK NAILS SPACED Max. 6" ON CENTER TO PRE ENGINEERED WOOD ROOF TRUSSES SPACED Max. 24"o.c. TYPIC A-12 METAL DRIP EDGE 1 x 2 TREATED WOOD NAILER 5/4 WOOD FASCIA 2x4 NAILER to TRUSS END STUCCO SOFFIT AIR VENT 3" PVC Cont. 4GINEERED OOF TRUSSES 24" ON CENT] TOP OF ROOFING PROFILE SEE ROOF NOTE METAL ROOF A' —d 1'-4" EXTERIOR WALLS STUCCO 8" MASONRY SECTION 12 4 SLOPE PRE— ENGINEERED WOOD ROOF TRUSSES SPACED 24" ON CENTER PLYWOOD NAILER CONT. AIR BAFFLE R-38 INSULATION LCEILING CEILING 1/2' GYPSUM WALLBOARD on 1x3 WOOD FURRING SPACED 16" ON CENTER MASONRY TIE BEAM MTB 16 EXTERIOR WALLS 1/2' GYPSUM WALLBOARD on 3/4" WOOD FURRING DOUBLE LAYER FOR 1-1/2"CAVITY SPACED 24" ON CENTER PROVIDE WOOD FURRING FIRE STOP ABOVE 8ft ELEVATION INSULATION R-7. 2 TYPICAL OVERHANG PROFILE W 33 x 141 L Y REINFORCED UNIT MASONRY Q CL 8" MASONRY r �— a : U �' Q W O �O�LJ Q U5 Q O W J O L_ W a Q woz� � J< W 0 X Q 0- �— o Li � � cl� Q O �GFQ �GFF o h- W J LL_ PGA °. ^QPGk _ .0�11RT it SECTION S-1 A 4 SECTION S-1 RT G /SN I AR 12684 EA PROJECT No. sc 3/4" = i'- 0" S H E E T 1 of 14 PRE— ENGINEERED WOOD ROOF TRUSSES SPACED 24" ON CEN' W 33x141 C�j Ln c-- n ROOFING PROFILE SEE ROOF NOTE METAL ROOF TYPICAL OVERHANG PROFILE A 12 2x4 STUDS PLYWOOD & STUCCO C CHANNEL CIO x 15.3 VERTICAL SPACING AS PER HINGE LOCATION 1/4" SHEET METAL FACE CONTINOUS LENGTH OF BEAM OVERHANG 13'—Q, ) — CLEARANCE HEIGHT REQUIRED IGE 1/4" SHEET METAL PALEFACE DOOR FRAME HEIGHT 13'-2" AFF CLEAR OPENING HEIGHT 12'-0"AFF HI -FOLD DOOR 45' x 12' 0 I TRANSITION THRESHOLD u M 6" CONCRETE SLAB SEAL SPACE 3" CONCRETE SLAB TE6 MF 16 6ml MSQUEEN VAPOR BARRIER on COMPACTED CLEAN FILL TERMITE TREATED COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION REQUIREMENTS SECTION S-1 SECTION S-2 -- F 600 _ _ I. 6 —0" Zx12 CONT WOOD PLATE 1/2" DIa. SPACE 24" N 'TOM OF BEAM PRE— ENGINEERED WOOD ROOF TRUSSES SPACED 24" ON CENTER TER W 33x141 CONCRETE COLUMN C-6 Mm SLAB 2'-0" WELLS PLATE ° °° ° A d C94 4 CONCRETE °COLUMN ° 4 e d ° a 44 L A a 4 e ° d ° 4 4 a ° Q ° ° 4 4 44 ° d 4 L a ° e 4 d d d 4 4 4 4 4 ° A 4 4 4 4 4 ° 4 d 4 ° °d 4 4 ♦ ° 4 e ♦ 4 ° ° ♦ d ♦4 4 d 4 4 ° tl 4 ° 4 4 d ° ° 4 4 4 4 A 4 4 4 e 4 q • r-4 d 4d e d ° d d ° a d ° d° s ° 4 $ a ° ♦ 4 e ° 4 4 ° e d 4 e 43 ° ° a 4 44 ° 4 4 4 ° g 4 n d a d4 4 e 4 ° ° d ° 4 4° 4 ° ° d ° a 4 ° ♦ d 4 4 4 ° d ° 4 ° ♦ ° 4 ° I I ° 4 ° I IG- WELD PLATE FULLY WELDED 16" WIDE x 24" LONG x 3/4" PL w/ (6) 3/4" x 12" LONG WELDED HEADED STUDS 10" WELD PLATE ° ' O ao 0 o I I iv TOP VIEW WELD PLATE 4 e 4 d ° 4 ° ° 4 d e d d 4 ° 4 4 ° e d 4 d 4 4 e ° d a' ° •6 ° 0 d ff ♦ 4 4 ♦ d 4 CONCRETE FOOTING F 600 FLOOR TRUSS 4" CONCRETE SLAB / MF 32 6ml VISQUEEN VAPOR BARRIER on COMPACTED CLEAN FILL TERMITE TREATED COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION REQUIREMENTS SECTION S-3 Date 6/12/202, Rev 9/18/2020 Y Q LIJ Q O � cn 0 LL I �Z U W ry Lil Q Ld tn0>-a- Q n rr I— LL.I 0 ry ry ryryQO {— a- J LI- '�jgERT G /sy A R 12684 Date Ate.:.• ..8 F A L ROBERT G ISHMAN PROJECT No. sc 3/4" = 1'— 0" S H E E T A-9 of 14 TYPICA A-1 Date 6/12/202 Rev 9/18/2020 Y Q w F-- ry LLJ Q W p Q Dw pwQ U r w 0 r� Z U Q, n�wQw c7)O>- w �0:�QO O � cl� F—n itL OEERTG mm Sys m Do (1'•. / RO MAN QF- a U N Q W z I— g4o cn — .D o �—° _ oeI U prn JJQQ 23N W m Q N W = ^�pJ� 7 NFF2 PROJECT No so 3/4" = 1'— 0" SHEET A-10 of 14 V) V) PRE- ENGINEERED PRE- ENGINEERED WOOD ROOFTRUSSES WOOD ROOF TRU ES SPACED ' ON CENTER R-38 SPACED 24" ON ENTER w INSULATION 0 o: c3 TYPICAL OVERHANG PROFILE 1 1 A-12 1LIN 8F16-1B/2 f4l PAPERBACKED WIRE LATH & STUCCO ON d a O GYPSUM WALLBOARD on 1x3 WOOD FURRING SPACED 16" ON CENTER EXTERIOR WALLS tx3 WOOD FURRING SPACED 16" ON CENTER 8F16-1B/2T 1/2' GYPSUM WALLBOARD on 3/4" WOOD FURRING DOUBLE LAYER FOR 1 1/2" SPACED 24" ON CENT R PROVIDE WOOD FURRING FIRE STOP INTERIOR DRYWALL PARTITION ABOVE 8ft ELEVATION TCOVERED NON -BEARING INSULATION R-7.0 TERRACE 1/2' GYPSUM WALLBOARD on C-3 2x4 WOOD STUDS SPACED 24" O.C. MAX. 2x4 WOOD TOP AND BASE PLATE i m FLOOR PROFILE BATHROOMS RAILING FINISH FLOORING on DUROCK on o BUILDERS PAPER MENBRANE on o 3/4" T&G PLYWOOD SUB FLOOR GLUED AND NAILES to 0 PRE ENGINEERED WOOD FLOOR TRUSSES N SEE ROOF NOTE MONO SLOPE ROOF a MINERAL SURFACED CAP SHEET UNDERLAYMENT ASTM D 226 TYPE II z SECONDARY WATERPROOFING RAILING FLOOR PROFILE 19/32 PLYWOOD SHEATHING 2x10 WOOD JOISTS SPACED 16" O.C. FINISH FLOORING on 1/2" PLYWOOD on KOOL DECK FINISH AS PER MFGR. REQUIREMENTS BUILDERS PAPER MENBRANE on LANDING 3/4" T&G PLYWOOD SUB FLOOR GLUED AND NAILES to PRE ENGINEERED WOOD FLOOR TRUSSES BASE SPACED 24" O.C. in CONT. FLASHING FINISH FLOORING SECOND FLOOR SLOPE DOWN 1/4" / F RAILING ° i� SEE DETAIL A- 14 � MTB 16 � d a n N P E- ENGINEERED V) BRACE METAL DRIP EDGE r N NOOD FLOOR TRUSSES 2" x 10" WOOD FLOOR JOISTS Q3 MIDSPAN R-30 2x10 WOOD END NAILER w o I of FAT TRUSS PROFILE INSULATION - 0 a SPACED ®16" ON CENTERijmnn Q ° PAPER BACKED LATH AND STUCCO � S ACED 24" O.C. c� ° PAPERBACKED WIRE LATH & STUCCO ON a . tx3 WOOD FURRING SPACED 16" ON CENTER " cO CEILING 5/8" TYPE "X" GYPSUM WALLBOARD on DROPPED BEAM 8F16-16/2T 1x3 WOOD FURRING SPACED 16" ON CENTER OVER OPENING p (2) 2' TREATED WOOD HEADER WOOD FLOOR TRUSSES LINTEL w 3/4" x 5" EMBED 3 i # 5 WEDGE BOLTS SPACEDANCHOR 0 24" in COVERED TERRACE I %e'er C-3 0 0 N V) a J C7 LO Z 0 DROP SLAB Min. 3/4" O CONCRETE SLAB 4" SLOPE SLAB DOWN 2"^' CONCRETE SLAB 4" 6ml MSQUEEN VAPOR BARRIER on MF 32 • • �� -.�, (TR) Grade SECTION S— 6 TERMITE COMPACTEDCLEAN FILL ��� _ COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION MF 32 REQUIREMENTS Date 6/12/2020 Rev s/1e/zo2o Y Q W CL � W � � � Q W O � (n�� W W Q 0 W � U woz� W W Q W W � � � I—WJW :iRCBERT G ':!a Dat�&g� RO HMAN d� D_ � N Z a W M M a N U DO3 li p� J f- �� ¢ o �, w O�� W m a � rn = W n Jv �Ov O PROJECT No. SHEET A-11 of 14 ROOFING PROFILE SEE ROOF NOTE METAL ROOF 12 4 SLOPE A 0 \ PRE— ENGINEERED — WOOD ROOF TRUSSES SPACED 24" ON CENTER 4 PLYWOOD NAILER CONT. AIR BAFFLE R-38 USS INSULATION AN t10 i 2 Vent CEILING S" METAL DRIP EDGE 1 —4 BOND BBM-1 BEAM CEILING 1/2' GYPSUM WALLBOARD on 1 x 2 TREATED WOOD NAILER 1x3 WOOD FURRING SPACED 16" ON CENTER 5/4 WOOD FASCIA 2x4 NAILER to TRUSS END EXTERIOR WALLS STUCCO SOFFIT EXTERIOR WALLS — --1/2' GYPSUM WALLBOARD on AIR VENT 3" PVC Cont. STUCCO 3/4" WOOD FURRING 8" MASONRY ,[: DOUBLE LAYER FOR 1-1/2"CAVITY SPACED 24" ON CENTER PROVIDE WOOD FURRING FIRE STOP ABOVE 8ft ELEVATION SECTION INSULATION R-7. 2 TYPICAL OVERHANG PROFILE DROP SLAB Min. 3/4" MF 32 GARAGE / HANGER 6ml VISQUEEN VAPOR BARRIER on COMPACTED CLEAN FILL TERMITE TREATED COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION REQUIREMENTS ROOF METAL PANELS AND ACCESSORIES METAL PANELS AND ACCESSORIES ROOF PRE— ENGINEERED WOOD ROOF TRUSSES SPACED 24" ON CENTER PROVIDE ROOF SHEATHING SUPPORTED BY NOT LESS THAN 2" NOMINAL LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING MEMBERS FOR A DISTANCE NOT LESS THAN 4 FEET ON BOTH SIDES OF THE FIRE WALL THE ROOF SHEATHING SHALL BE FIRE TREATED WOOD FOR A DISTANCE OF 4 FEET ON BOTH SIDE OF T W L 1hr RATED ASSEMBLY 1 5/8" TYPE "X"GYPSUM WALLBOARD EV TO UNDERSIDE OF ROOF DECK on 2x4 VERT. NAILERS SPACED 24" O.C. to EACH SIDE OF ROOF TRUSS / HANGER SECTION a 4'-0" METAL ROOF NO PENETRATIONS T R THIS RATED FIRE WALL AR PERMITTED w' 3/4" x 5" EMBED WEDGE ANCHOR BOLTS SPACED 24" ON CENTER 2'-0" s" FLOOR FLATD TRUSS PROTRUSSEFILES PRE — WOOD 1-12% FLOOR TRUSS GIRDER FLOOR TRUSS SECTION © FLOOR TRUSS GIRDER END AND STEEL ANGLE n �('V SECTION S-4A 4EERED TRUSSES ON CENTER BB-1 M I BB-1 NO PENETRATIONS THRU THIS RATED .FIRE WALL ARE PERMITTED \ 1 `� EV , 4" R 38 BOND BEAM BB-1 PRE— ENGINEERED JD ROOF TRUSSES \CED 24" ON CENTER 4'-0" w' 3/4" x 5" EMBED WEDGE ANCHOR BOLTS SPACED 24" ON CENTER 1% 1/8" ANCHOR STRAP DROP SLAB Min. 3/4" TFA \ 8" 2,-8„ 01 MF 32 yyMETAL PANELS AND ACCESSORIES J� DECK TYPE = WOOD, NON INSULATED SEE ROOF NOTE METAL PANELS AND ACCESSORIES PAC-150 24 GA STEEL PANELS 12"_THRU 20" WIDE OVER PLYWOOD DECK TYPE = WOOD, NON INSULATED PANELS SHALL BE SECURED ALONG THE MALE RIB WITH APPROVED CLIPS AND TWO COOROSION RESISTANT # 10 x 1-1/2" PANCAKE HEAD SCREWS OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE SHEATHING A MINIMUM OF 3/16". PANEL CLIPS SPACING AS PER MFGR. REQUIRENTS. THE FEMALE RIB OF PANEL IS INSTALLED OVER THE MALE RIB OF PANEL. PANELS ARE SEAMED AS PER MFGR. REQUIREMENTS. PAC-150 1.5 STEEL PANEL INCLUDING FLASHING PENETRATIONS, VALLEYS AND END LAPS AND ACCESSORIES IN COMPLIANCE "PAC CONTRACTORS ASSOCIATION'S CURRENT, PUBLISHED INSTALLATION INSTRUCTIONS AND IN COMPLIANCE WITH THE MINIMUM REQUIREMENTS DEPAILED IN ROOFING APPLICATION STANDARD RAS 133 MINIMUM UNDERLAYMENT SHALL BE ASTM D 226 TYPE II INSTALLED WITH A MINIMUM 4" SIDE —LAP AND 6: END —LAPS, UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN —CAPS AND 12 GAUGE 1-1/4" ANNULAR RING —SHANK NAILS, SPACED 6" o.c. AT ALL LAPS AND TWO STAGGERED ROWS 12" o.c.IN THE FIELD OF THE ROLL OR ANY APPROVED UNDERLAYMENT HAVING A CURRENT N.O.A. SECONDARY WATERPROOFING 6" WIDE AT SHEATHING SEAMS 19/32" PLYWOOD SHEATHING DECK SECURED WITH 8d ANNULAR RING SHANK NAILS SPACED Max. 6" ON CENTER TO PRE ENGINEERED WOOD ROOF TRUSSES SPACED Max. 24"o.c. PRE— ENGI WOOD ROO SPACED--2, METAL PANELS AND ACCESSORIES R 38 LCEILING CEILING 1/2' GYPSUM WALLBOARD on 1x3 WOOD FURRING SPACED 16" ON CENTER EXTERIOR WALLS 1/2' GYPSUM WALLBOARD on 3/4" WOOD FURRING DOUBLE LAYER FOR 1-1/2"CAVITY SPACED 24" ON CENTER PROVIDE WOOD FURRING FIRE STOP ABOVE 8ft ELEVATION INSULATION R-7.0 1% 1/8" ANCHOR STRAP FOR C DUCPN G W00 UOORS i IN TRU ROFILEFb OFILEI CONCRETE SLAB 4" 6ml VISQUEEN VAPOR BARRIER on COMPACTED CLEAN FILL TERMITE TREATED COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION REQUIREMENTS LING MF 32 EXTERIOR WALLS (TR) BOND BEAM BB-1 =1IIil EXTERIOR WALLS STUCCO 8" MASONRY BB-1 f, LINTEL LT-1 DROP SLAB Min. b14" Date 6/12/202 Rev 8/18/2021 Q LLJ CL � I— L.LJ � Q azQQ:� Ld O u� _ Q O LJ U Li � U Lj _j LLJ Q Ill U O>-a_ QnrYi- wOcy— fa� QO (Z _J LL E®FF 40 ^ham (D EF G sy�o AR12684 a Date ll%'Z'4J ROBERT G. ISHMAN a� d U o o z Q Ld :E I-- In — d' 0] 9 a, — = N 00O O� I U (If 3 N JO0 W C O Ld m Q n W 2'N ^�a ^O U J VS PROJECT No. sc 3/4" = 1'— 0" S H E E T A-12 of 14 1 RAILING FLOOR PROFILE FINISH FLOORING on 1/2" PLYWOOD on BUILDERS PAPER MENBRANE on 3/4" T&G PLYWOOD SUB FLOOR GLUED AND NAILES to PRE ENGINEERED WOOD FLOOR TRUSSES SPACED 16" ON CENTER SECOND FLOOR CLEAR AREA / ENGINEERED FOR C DU C G FLOOR TRUSSES IN TRU ROFILE SPA 24" O.C. FLAT S PROF,4t/ CANTILEVER II I . . MF 12 1'-4" a i i7 DRYWALL PARTITION PRE - WOOD EXTERIOR CONCRETE STUCCO INTERIOR DRYWALL & FURRING CONTINOUS CAULKING WOOD BUCK 1/4" SHIM CONTINOUS R 38 SLIDING GLASS II II \ DOOR &FRAME IW AnTAPCON SCREWS AS PER MANUFACTURER REQUIREMENTS (N.O.A.) CONCRETE 4 SECTION SLIDING GLASS DOOR TYPICAL OVERHANG PROFILE A-12 L- CEILING 1/2' GYPSUM WALLBOARD on tx3 WOOD FURRING SPACED 16" ON CENTER EXTERIOR WALLS ^ 1/2' GYPSUM WALLBOARD on 3/4" WOOD FURRING " DOUBLE LAYER FOR 1-1/2 CAVITY SPACED 24" ON CENTER PROVIDE WOOD FURRING FIRE STOP I ABOVE 8ft ELEVATION INSULATION R-7.0 Oe ELEV 9'-4" 5/8" TYPE "X" GYPSUM WALLBORAD on tx3 WOOD FURRING SPACED 16" ON CENTER CONCRETE SLAB 4" SECTION S-7 `v COMPACTED EARTH MF 32 EXTERIOR WALLS 6ml VISQUEEN VAPOR BARRIER on COMPACTED CLEAN FILL TERMITE TREATED COMPACTED EARTH SEE SOILS ENGINEER REPORT FOR FOUNDATION REQUIREMENTS TOP of BEAM BOND BEAM STUCCO SECOND tOOR MTB 16 EXTERIOR WALLS STUCCO 8" MASONRY PRE -CAST LINTEL LT-1 AT WINDOW LOCATIONS ,_lam ELEV. 8'-0" DROP SLAB Min. 3/4" 32 0' FIRST FLOOR NGVD Grade EXTERIOR d INTERIOR STUCCO a DRYWALL & FURRING d WOOD BUCK 1/4" SHIM WINDOW FRAME CONTINOUS CAULKING HEADER / JAMP SECTION 1/4" SHI CONTINOUS CAULKING EXTERIOR STUCCO WINDOW FRAME CONCRETE SILL SILL SECTION HORIZONTAL ROLLING 4 � EXTERIOR STUCCO WOOD BUCK 1/4" SHIM MOLDING CONTINOUS CAULKING p S STONE SILL INTERIOR DRYWALL & FURRING INTERIOR DRYWALL & FURRING FRAME HEADER / JAMB SECTION 3/16" ITW TAPCON x 1-3/4" EMBED THRESHOLD e d A CONCRETE d a THRESHOLD SECTION CONCRETE d d.. a WOOD 1/4" it I'c `i FRAME HEAD HEADER SECTION FRAME SILL THRESHOLD d C� , a a SILL SECTION FRENCH DOOR INTERIOR DRYWALL & EXTERIOR STUCCO INTERIOR DRYWALL & FURRING 1/4" SHIM d WOOD BUCK a d FRAME JAMB u CAULKING EXTERIOR ' STUCCO JAMB SECTION DOOR FAS NERS HEAD- 5 16 x 3-1/2" LONG TAPCON SILL- 5/16" x 2-1/4" LONG TAPCON JAMB- 5/16" x 2-3/4" LONG TAPCON MULLIONS- 5/16% 2-1/4" LONG TAPCON (TAPCON by ELCO or BUILDEX) NOTE- ALL FASTENERS WITH 1-1/2" MIN. EMBEDMENT, 1-1/2" EDGE DISTANCE AND 1/4" MAX. SHIM SPACE. WOOD BUCK CONTINOUS CAULKING EXTERIOR STUCCO WINDOW FRAME \1/4" SHIM CONTINOUS CAULKING JAMB SECTION EXTERIOR STUCCO e INTERIOR DRYWALL & FURRING CONTINOUS CAULKING WOOD BUCK 1/4" SHIM WINDOW FRAME HEADER SECTION SINGLE HUNG r WINDOW FRAME a a \ v CONCRETE SILL SILL SECTION SILL INTERIOR DRYWALL & FURRING BUCK ATTACHMENT WINDOW JAMB & HEADER CONT. WOOD BUCK 1" x 3"TREATED CONT. WOOD BUCK 2"x TREATED 1/4" - x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE CONTINOUS CAULKING EXTERIOR WINDOW PERIMETER BETWEEN WINDOW FRAME & STUCCO WINDOW ATTACHMENT HALL E IN OM LIANCE WITH MANUFACTURERS REQUIREMENTS, N.O.A. TO 2x WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW or 1/4" TAPCONS (ITW or ELCO) WITH 1-1/2" EBEDMENT. TO CONCRETE (MIN 3,000 PSI) OR GROUT FILLED BLOCK (MIN. 1,500 PSI) (DIRECTLY or THRU tx OR 2x WOOD BUCK) 1/4" TAPCONS (ITW or ELCO) WITH 1-3/4" MINIMUM EMBEDMENT TO CONCRETE (MIN. 3,000 PSI) OR GROUT FILLED BLOCK (MIN. 1,500 PSI) DOOR ATTACHMENT CONT. WOOD BUCK 1" x 3" CONT. WOOD BUCK 2"x TREATED 1/4" - x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE FRAME TO BUCK # 10 WOOD SCREW x 1-1/2" EMBED # 8 x 2-1/2" PFH WOOD SCREW INSTALL AS PER MFG.N.O.A. REQUIREMENTS Date 6/12/202 Rev 9/18/2020 Y Q Ld Ld Q () 0 ry O Ow<� U W C) U Lu z Ld Q W 0 � 0 - � Q n r W 00_ ry ty- 0' ¢ O I_—n JLL G ISHMA,y -. Date Pg6F4 ')VP i� ROBER MAN Q F- d N U LLJ rn fn — O - = N NUg I y rn F-U 4 W N = rn CO Q z C) =�v U O v J Ni- PROJECT No. so 3/4" = 1'- 0" S H E E T A-13 of 14 Cap Rall 2f1/w I I Cap Plate ST N $F(1`S yERTCPI RC M HEX HEPO SCREW TOP RML 010.Y Mala S ppa 9 ,• P Cap Plate BOTTOM RM YERiI suppmm RAILING MEMBERS EXTERIOR ALUMINUM — 6063-75 EXTRUDED ALUMINUM ALLOY FINISH — WHITE E.S.P. CONNECTIONS— S.S. SCREW — HEX HEAD # 10x 1" WELDED CONNECTIONS — HELI—ARC CONTINOUS EXTERIOR RAILING VERTICAL PICKETS SPACED 4" APART CAP RAIL VERTICAL PICKETS SPACED 4" APART Max. 6 —b , TOP of RAIL 3'—'6" FINISHED PATIO ROOF ROOF DECK DECK Yx 3•'x 1/8% 6" LONG ANGLE w/ 1 o (2) 3/8" LAG BOLTS 2xJ01ST 1-1/2" EMBED IN WOOD EACH SIDE OF RAIL SUPPORT (2) # 10 x 3/4" SELF TAPPING SCRE1 EACH SIDE ANGLE TO VERT. SUPPORT SECTION THRU RAILING UKUJJ JtI.IIUIN VERTICAL SUPPORT 2"x 2" SPACED 4' APART 4" ELEVATION RAILING @ LANDING Date 6/12/202 Rev 8/18/2021 V ry Q w F___ Q W 0 ry Q (/) Q U W U r W p U wozcy �wQIll cn U > w Qwrr,� w0ryn� ct� ry Q U 1 i OBERT G `, AR 6yq-.xDate F® ARC ROBERT I HMAN Q � � 0 U Z Q Li n = n— morn 0QN U 3' N H cr: Of a w o�� W m Q V) W =3rn ^ Jv Q� U J 7 C) NS PROJECT No. sc 3/4" = 1'— 0" SHEET A-14 of 14 GENERAL: 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUB- CONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL ONES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS. NOTIFY ARCHITECT IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING NTH THE WORK. 6. THIS PROJECT INCLUDES SEVERAL STRUCTURAL ELEMENTS TO BE DESIGNED BY THE CONTRACTORS OR SUPPLIER'S DELEGATED STRUCTURAL ENGINEER. NOTE THAT ANY INFORMATION (SUCH AS SIZE, DIMENSIONS, REINFORCEMENT, INTERNAL AND EXTERNAL CONNECTIONS, ETC.) PROVIDED IN THESE DRAWINGS ARE ONLY FOR GUIDANCE AND CLOSER COST ESTIMATING (UNLESS INDICATED TO BE USED AS MINIMUM REQUIREMENTS). THE DELEGATED ENGINEER(S) SHALL DETERMINE THE FINAL STRUCTURAL REQUIREMENTS, BASED ON HIS/HER CALCULATIONS. INFORM ARCHITECT OF ANY CHANGES, SO THEY CAN BE INCORPORATED IN THE ARCHITECTS RECORD PLANS AND DETAILS (AND BE RESUBMITTED FOR BUILDING DEPARTMENT REVIEW, IF SO REQUIRED). THE CONTRACTOR AND HIS SUBS SHALL CONSTRUCT THE ELEMENTS BASED ONLY ON THE FULL DESIGN PLANS AND DETAILS (SHOP DRAWINGS) ISSUED BY THE DELEGATED ENGINEER(S), REVIEWED BY THE ARCHITECT OF RECORD AND APPROVED BY THE REGULATING BUILDING DEPARTMENT. ANY PRICING OF THE DELEGATED ENGINEERED ELEMENTS OFF ANY OTHER PLANS, SHALL BE CONSIDERED PRELIMINARY OR FOR GENERAL BUDGET PRICING ONLY. SHOP DRAWINGS REVIEW: 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ARCHITECTS REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS, FIELD CONDITIONS, 'AS -CONSTRUCTED- DIMENSIONS AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. 2. THE SHOP DRAWING REVIEW BY THE ARCHITECT OF RECORD IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THE ARCHITECT REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE. PLANS AND SPECIFICATIONS. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE RENEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. 3. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN PREPARED BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. 4. BEFORE STRUCTURALINSPEC11ONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE ARCHITRCT-OF-RECORD AND APPROVED BY THE BUILDING DEPARTMENT. 5. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE LOCAL BUILDING CODE. 6. ANY COMMENTS, QUESTIONS AND MODIFICATIONS MADE BY THE SHOP DRAWING DETAILER, TO THE ARCHITECTS DESIGN AND/OR DETAILING, SHALL BE CLEARLY MARKED (CLOUDED OR FLAGGED). 7. CONTRACTOR AND HIS DETAILER SHALL MAKE SURE THAT ALL THE FLAGGED ITEMS ON THE SHOP DRAWINGS HAVE BEEN RESPONDED TO BY THE ARCHITECT. ITEMS THAT INADVERTENTLY HAVE NOT BEEN RESPONDED TO BY THE ARCHITECT SHALL NOT BE CONSIDERED AS A YES OR NO ANSWER. THE CONTRACTOR OR HIS DETAILER SHALL COMMUNICATE DIRECTLY WITH THE ARCHITECT TO DISCUSS ALL THE UNANSWERED OR SILL QUESTIONABLE ITEMS. 8. IF THE CONTRACTOR OR HIS DETAILER ARE NOT IN AGREEMENT OR SATISFIED WITH THE ARCHITECT RESPOND TO THEIR QUESTIONS ON THE SHOP DRAWINGS, THEY ARE ENCOURAGED TO CALL THE ARCHITECT TO DISCUSS THE ISSUES AND CLARIFY THEM FURTHER. 9. NO FABRICATION OR CONSTRUCTION SHALL BEGIN UNTIL ALL THE OUTSTANDING ITEMS ON THE SHOP DRAWINGS HAVE BEEN CLARIFIED AND AGREED UPON. 10. DELEGATED ENGINEERED SHOP DRAWINGS IN THE STATE OF FLORIDA, SEE SECTIONS OF "DELEGATED ENGINEERING RESPONSIBILITY" AND DEFINITIONS FOR SPECIFIC STRUCTURAL ELEMENTS/COMPONENTS DESIGNS, IN COMPLIANCE WITH CHAPTER 61G15, OF THE FLORIDA ADMINISTRATIVE CODE. CONSTRUCTION MEANS AND METHODS: 1. THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES, SAFETY PRECAUTIONS, SHORES, RESHORES, LATERAL BRACING AND PROGRAMS IN CONNECTION WITH THE PROJECT, ARE THE SOLE RIGHTS AND RESPONSIBILITY OF THE CONTRACTOR. OUR SERVICES DO NOT INCLUDE THE DUTY, GUARANTEE, RESPONSIBILITY OR LIABILITY FOR JOB SAFETY PRECAUTIONS AND PROGRAMS (SUCH AS TEMPORARY SHORING AND BRACING) AND THE PERFORMANCE OF THE CONTRACTOR. 2. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF LOCAL BUILDING CODE AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL LAWS. 3. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 4. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, ABSTRACTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 5. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. PROVIDE ADEQUATE BRACING TO THE ELEMENTS ALREADY IN PLACE. (ESPECIALLY MASONRY WALLS) AGAINST 'WIND FORCES CAPABLE OF DAMAGING THIS WORK. 6. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR PUBLIC UTILITIES. 8. "OSHA" SAFETY INSPECTIONS ARE NOT A PART OF OUR SERVICES. OUR PRESENCE ON SITE (FOR OBSERVATIONS, INSPECTIONS OF THE WORK IN PROGRESS OR MEETNGS) SHALL NOT CONSTRUED AS OUR ACTING AS *OSHA" INSPECTORS. CONFORMING WITH ALL APPLICABLE "OSHA" SAFETY REGULATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. APPOINTMENT OF RESPONS181UTY BETWEEN THE "AOR" (ARCHITECT -OF -RECORD) AND "DE" (DELEGATED ENGINEER) SHALL BE AS PER ANSI/TPI 1-1995 (CHAPTER 2). 2. IN THE CASE OF A TRUSS DESIGN PACKAGE, A COVER OR INDEX SHEET SHALL BE SIGNED AND SEALED BY THE *DE" AND SHALL CONTAIN THE FOLLOWING: 2.1 THE NAME, ADDRESS AND LICENSE NUMBER OF THE "DE" FOR THE TRUSS DESIGN PACKAGE. 2.2 IDENTIFICATION OF THE PROJECT, NAME OF THE AUTHORITY HAVING JURISDICTION (CITY, COUNTY), THE LOADS, THE NAME AND DATE OF THE APPLICABLE BUILDING CODE THAT T A ALL LOADS IMPOSED ON THE STRUCTURE. TRUSS DESIGN INTENDED TO MEET AND THE I 2.3 TRUSS ENGINEERING DESIGN CRITERIA WITH FULL IDENTIFICATION OF THE SOURCE OF THE CRITERIA. THE SOURCE WILL BE EITHER THE "AOR" OR THE "DE" EMPLOYED BY THE TRUSS MANUFACTURER. THE "AOR" SHALL BE IDENTIFIED BY NAME, LICENSE NUMBER AND ADDRESS, ALONG WITH A CHECKMARK TO INSURE THAT THE DRAWINGS HAVE BEEN REVIEWED AS REQUIRED BY RULE 61G15-006(3). 2.4 A TRUSS LAYOUT PLAN, BY THE "DE" SHOWING THE LOCATION AND DESIGNATION OF EACH COMPONENT. 2.5 IDENTIFICATION OF THE COMPUTER PROGRAM USED FOR ENGINEERING THE TRUSSES. 2.6 AN INDEX OF THE ATTACHED DRAWINGS. THE NAMING AND NUMBERING SYSTEM UTILIZED FOR THE DRAWINGS SHALL BE CLEAR AS TO THE NUMBER (QUANTITY) OF DRAWINGS IN THE SET AND THE DATE OF EACH DRAWING. 2.7 EACH OF THE DRAWINGS IN THE PACKAGE SHALL BEAR A TITLE BLOCK BEARING THE PRINTED NAME, ADDRESS, CONTACT PHONE NUMBER AND LICENSE NUMBER OF THE "DE" FOR THE TRUSS DESIGN, AND THE DATE OF THE DRAWING. REQUIRED DELEGATED ENGINEERED CALCULATIONS AND SHOP DRAWINGS: THIS PROJECT REQUIRE THE FOLLOWING DELEGATED ENGINEERED CALCULATIONS AND SHOP DRAWINGS, BASED ON THE 'FLORIDA ADMINISTRATIVE CODE", SECTIONS 61G15-30 AND 61G15-31 (ONLY THE ITEMS MARKED [X] APPLY): [X] WOOD TRUSSES, GIRDER TRUSSES AND PREFABRICATED WOOD COMPONENTS (61G15-31.003) [ ] STEEL BAR -JOISTS AND STEEL GIRDER-TRUSSES.(61G15-31.006) [ ] COLD -FORM STUD TRUSSES, JOISTS AND/OR WALLS (61G15-31.009) [ ] STRUCTURAL STEEL SYSTEM (61G15-31.009) [ ] PRE-ENGINEERED METAL BUILDINGS (61G15-31.007) [ ] PRE-ENGINEERED CONCRETE FLOOR/ROOF SYSTEM, INCLUDING CONCRETE GIRDERS, PRECAST ELEMENTS, COMPOSITE ELEMENTS, ETC. (61G15-31.005, 31.007 & 31.009) FOUNDATIONS: (SPREAD FOOTINGS) 1. FOUNDATIONS ARE DESIGNED TO BEAR ON WELL COMPACTED GRADE OR CLEAN FILL OF AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF. A CERTIFIED TESTING LABORATORY SHALL BE ENGAGED BY THE OWNER TO VERIFY THAT THE REQUIRED BEARING CAPACITY WAS OBTAINED. SAID SOIL CAPACITY SHALL BE CERTIFIED AND TESTED BY A REGISTERED FOUNDATION ENGINEER, PRIOR TO CASTING OF CONCRETE IN THE FOOTINGS. 2. NATURAL GRADE (OR FILL) BELOW FOOTINGS SHALL BE COMPACTED TO A MINIMUM OF 98% MODIFIED PROCTOR (ASTM D-1557). 3. REINFORCING IN THE CONTINUOUS WALL FOOTINGS (MONOLITHIC AND/OR NON -MONOLITHIC) SHALL BE SPLICED 36 BAR DIAMETERS MINIMUM AND SHALL EXTEND CONTINUOUSLY THRU ALL FOOTING PADS. 4. ALL LONGITUDINAL REBARS IN THE CONTINUOUS WALL FOOTINGS, SHALL BE CONTINUED AT BENTS AND CORNERS BY BENDING THE REBARS 48 BAR DIAMETERS AROUND THE CORNERS OR ADDING MATCHING CORNER BARS, EXTENDING 48 BAR -DIAMETERS INTO FOOTING EACH SIDE OF CORNER OR BENT. 5. BOTTOM OF ALL MONOLITHIC FOOTINGS SHALL BE EMBEDDED 8" MINIMUM BELOW LOWEST ADJACENT FINISHED GRADE OR SLAB. CONCRETE NON-STRUCTURAL SLABS ON GRADE: 1. ALL NON-STRUCTURAL CONCRETE SLABS ON GRADE, AS SHOWN ON THE STRUCTURAL PLANS, SHALL BE OF MINIMUM THICKNESS AND REINFORCING AS SPECIFIED. 2. ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST A.C.I - "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (A.C.I. -302.11R). 3. JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLABS ON GRADE AT ALL COLUMN CENTERUNESDIVDING THE SLAB INTO SQUARE PANELS NOT TO EXCEED 18 X 18 FT. IN SIZE, CAST SLAB IN LONG ALTERNATE STRIPS. PROVIDE A CONTRACTION JOINT BETWEEN EACH STRIP. SEE PLAN FOR SAW -CUT, CONTRACTION AND ISOLATION JOINT DETAILS. 4. PROVIDE SAW -CUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF FIVE FEET ON CENTERS AND. ISOLATION JOINTS AT 20 FEET O.C. (U.O.N.). 5. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" AND COMPACTED TO MINIMUM 95% MODIFIED PROCTOR (ASTM D-1557) WITHIN A DISTANCE OF 3 FEET BEYOND ALL FOOTING EDGES. COORDINATE THESE REQUIREMENTS WITH THE GEOTECHNICAL REPORT AND RECOMMENDATIONS. TAKE AT LEAST ONE DENSITY TEST FOR EACH 2,500 SQ.FT. OF AREA AND 12" BELOW SURFACE. SEND RESULTS OF THE TEST TO OWNER, ARCHITECT AND 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE NTH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.1. 318) AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"-(A.C.I 315 - LATEST EDITION). 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (A.C.I. 301). PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE PITH "HOT WEATHER CONCRETING" (A.C.I. 305R). 3. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. 4. ALL REINFORCING SHALL BE DEFORMED BARS, CLEAN OF OIL, SCALE AND RUST. 5, COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLATES FOR COLUMN DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON -CONTINUOUS COLUMNS (U.O.N.). 5.1 ADD 2 SETS OF TIES (SPACED AT 3" O.C. MAX.) BELOW THE "OFFSET -BENT" IN THE VERTICAL REBARS, AT THE LAP LOCATION WITH THE CAGE ABOVE. TIE -COLUMNS (CONSTRUCTED WITH NO "OFFSET -BENT" DO NOT REQUIRED ADDED TIES). 5.2 UNLESS OTHERWISE INDICATED ALL COLUMNS SHALL BE EXTENDED TO THE TOP OF THE ROOF BEAMS. 5.3 ALL DOWELS FOR COLUMNS SHALL BE .SECURED IN POSITION PRIOR TO CONCRETING PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 5.4 SEE COLUMN TYPES FOR ALL REQUIRED TIES, BANDS & HAIR -PINS. 5.5 EXTEND ALL THE TIES, BANDS & HAIR -PINS SPECIFIED THRUOUT THE ENTIRE HEIGHT OF THE COLUMN, INCLUDING PORTION OF THE COLUMNS' HEIGHTS INSIDE THE CONCRETE BEAMS FRAMING ONTO THESE COLUMNS. 6. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NON -CONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 OR 180 DEGREE HOOKS AS REQUIRED (U.O.N.). TIES OR STIRRUPS SHALL BE SPACED AS INDICATED ON THE BEAM SCHEDULE, MEASURED FROM SUPPORT TO SUPPORT (U.O.N.). EXAMPLE: 406" O.C. E.E GAL 012" O.C., MEANS 4 TIES AT 6" O.C. AT EACH END OF EACH SPAN, WITH TIES AT 12" O.C. IN THE MIDDLE (BETWEEN THE TWO END SUPPORTS). CONTACT ARCHITECT IF THIS REQUIRE FURTHER CLARIFICATIONS. CONCRETE AND REINFORCING (CONT.): 7. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES 1 MINIMUM EACH WAY AT °L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH 1 ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). 8. UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE PLANS OR DETAILS, ALL REBAR END HOOKS SHOWN OR REQUIRED AT ALL TYPES OF REINFORCED CONCRETE ELEMENTS SHALL BE THE ACI STANDARD LENGTH FOR 90 OR 180 DEGREES HOOKS. 9. CONCRETE TIE BEAM: A MINIMUM CONCRETE 11E BEAM (AS SPECIFIED HEREIN) SHALL BE PROVIDED AT EACH FLOOR OR ROOF LEVEL. 10. CURING & PROTECTION: ALL STRUCTURAL SLABS AND SLABS -ON -GRADE SHALL BE CURED WITH MOIST BURLAP COVER (KEPT MOIST FOR 7 DAYS). SPRAY ON CURING COMPOUNDS (INCLUDING CURING/SEALERS/HARDENERS) MAY BE CONSIDERED. CONTRACTOR TO SUBMIT TO ARCHITECT/ENGINEER MATERIAL SPECIFICATIONS AND DATA, FOR REVIEW AND ACCEPTANCE PRIOR TO APPLICATION, NO SLAB CONCRETE SHALL BE LET I TO DRY WITHOUT ANY CURING. I 11. CONCRETE COVER (UNLESS OTHERWISE DETAILED ON DRAWINGS): ELEMENT: CONCRETE COVER: TOP BOTTOM SIDES REMARKS: WALL & COLUMN PAD FOOTING 2 3- 2 NON-STRUCT. SLAB -ON -GRADE MID -DEPTH BEAMS/COLNSUMTO TIES 1-1 2° ALL AROUND 12. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH AS FOLLOWS: f I I IIIAT ELEMENT: 28 DAYS STRENGTH: MAX. SLUMP: ALL C ONCRETE 3,000 PSI 5" REINFORCED MASONRY WALLS• 1. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF fm=1,900 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1 SPECIFICATONS. 2. REINFORCED MASONRY WAS DESIGNED ACCORDING TO ACI 530/ASCE 8, CHAPTER 2 "ALLOWABLE STRESS .DESIGN OF MASONRY" OR CHAPTER 3 "STRENGTH. DESIGN OF MASONRY". 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M" OR "S" WITH fm = 1,900 PSI AND SHALL BE TESTED AS REQUIRED BY THE QUALITY ASSURANCE REQUIREMENTS.. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS.. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: 7.1 ASTM A-615 PER REINFORCING SECTION. 7.2 WHEN A FOUNDATION DOWEL. DOES NOT UNE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. 7.3 VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). 7.4 VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. 7.5 ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BEAMS (OR CAP) AT THE NON -CONTINUOUS END OF THE REBARS. ALL VERTICAL REINFORCING SHALL BE LAPPED 48 BAR -DIAMETER MINIMUM. 7.6 PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (V-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "r AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. 9. PROVIDE "DOVE -TAIL" ANCHORS AT 16" O.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. 10. CELL FILLING CONCRETE SHALL BE "PEA ROCK" CONCRETE MIX (8° TO 9" SLUMP) OR GROUT WITH fc=3,500 PSI MIN, AT 28 DAYS. 11. GROUTING SHALL BE IN CONTINUOUS OPERATIONS IN LIFTS NOT EXCEEDING 4 FT. AND A MAXIMUM POUR HEIGHT OF 12 FT. 12. SEE SECTION "CONCRETE AND REINFORCING" FOR MINIMUM TE BEAMS, WHERE OTHER BEAMS ARE NOT OTHERWISE INDICATED ON PLANS. 13. IN COMPLIANCE WITH "OSHA" REQUIREMENTS (29 CFR 1926.706(b)) WALLS HIGHER THAN 8 FT. SHALL BE LATERALLY BRACED DURING CONSTRUCTION. BRACING SHALL REMAIN IN PLACE TILL THE ROOF AND/OR FLOOR STRUCTURES HAVE BEEN SECURED TO PROVIDE THE REQUIRED PERMANENT BRACING. CONTRACTOR SHALL PROVIDE LATERAL BRACING SHOP DRAWINGS OR DATA SHEETS, DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. UNTELS OVER MASONRY WALL OPENINGS: 1. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -PLACE LINTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EXCEEDING SEVEN (7) FEET IN WIDTH WHERE BEAMS/LINTELS HAVE NOT BEEN OTHERWISE SPECIFIED ON PLANS/DETAILS OR SCHEDULED. 2. THE LINTEL GUIDE SPECIFIED HERE IS FOR LINTELS SUBJECTED TO DOWNWARD (GRAVITY) ROOF AND FLOOR LOADS, EVENLY DISTRIBUTED OVER THE ENTIRE SPAN OF THE LINTEL SPECIAL LOADING CONDITIONS, SUCH AS WIND NET UPLIFT OR CONCENTRATED LOADS, AND LINTEL SPANS EXCEEDING THE INDICATED ABOVE, ARE NOT COVERED BY THESE NOTES (SEE PLANS AND SCHEDULES FOR SPECIFIC BEAMS AT THESE LOCATIONS). 3. CONTRACTOR SHALL NOTIFY THE A/E OF HIS CHOICE OF CAST IN PLACE LINTELS, PRECAST LINTELS OR A COMBINATION THEREOF, TO BE USED BY HIM IN THIS PROJECT. 4. LINTELS BEARING ONTO CAST -IN -PLACE CONCRETE COLUMNS (ON ONE OR BOTH ENDS, SHALL BE CAST -IN -PLACE TYPE (NOT PRECAST). 5. ALL LINTELS SHALL BE BEARING AT LEAST 8" ONTO THE SUPPORTS ON EACH SIDE OF THE OPENING. 6. LINTEL OPTION A1: UNTEL CAST TOGETHER WITH THE TIE BEAM. LINTEL MAY BE CAST INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF THE OPENING IS 24 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL TOP AND BOTTOM REBARS THROUGH AND ADD 2-#5 BOTTOM BARS AT DROPS AND 3-#3 STIRRUPS AT 6" O.C. EACH END OVER OPENING. SHOULD THE CONTRACTOR WISH TO CAST DEEPER BEAM DROPS (USED FOR LINTELS) HE SHOULD CONSULT WITH THE A/E REGARDING ADDITIONAL (OR DIFFERENT) VERTICAL AND HORIZONTAL REINFORCEMENT. 7. UNIEL OPTION @2: CAST -IN -PLACE LINTELS (SEPARATED FROM TIE BEAMS ABOVE). CAST -IN -PLACE LINTELS SHALL BE A MINIMUM OF 8"x12" CONCRETE REINFORCED WITH 2-#5 TOP AND BOTTOM, AND 3-#3 STIRRUPS AT 4" O.C. EACH END, BALANCE AT 12" O.C.. SEE "CONCRETE" SECTION FOR ARCHED BOTTOM CAST -IN -PLACE CONCRETE LINTEL NOTES. 8. LINTEL OPTION VF3: PRECAST U-UNTELS UNTEL INFORMATION PROVIDED HERE IS BASED ON THE LINTELS PRODUCED BY "CASTCRETE" AND ON THEIR ALLOWABLE LOADING TABLE. CONTRACTOR TO SUBMIT LINTEL SPECIFICATIONS AND LOADING DATA IF HE IS USING LINTELS MANUFACTURED BY OTHER THAN "CASTCRETE". ALL LINTEL BOTTOMS SHALL BE 8" PRECAST 'U' SHAPED, FILLED SOLID .WITH CONCRETE. LINTELS THAT REQUIRE REINFORCING WITH A HORIZONTAL #5 REBAR ARE SPECIALLY MARKED. 9. LINTEL SCHEDULE: (BASED ON "CAST-CRETE" DATA - RECENT NOA) CLEAR CASTCRETE GRAVITY LOAD SPAN FT. DESIGNATION CAPACITY PLF UP TO N-10 GU8 1,599 8F8-OB 1,969 8178-113 2,189 4'-0" TO 5'-6" BU8 1,062 8F8-OB 1,105 8F8-1B 1,451 5-8" TO C-10" 8U8 743 8F8-OB 1,011 8F8-16 1,011 TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES HE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL. TO BE SOUTHERN PINE, WITH THE FOLLOWING PROPERTIES: (ALL IN P.S.I. UNITS): (ACCORDING TO: AWS-NDS 2015) 2-4 x 4 NO. 2 Fb = 1,100 E=1,400,000 2-4 x 6 NO. 2 Fb = 1,000 E=1,400,000 2-4 x 8 NO. 2 Fb = 925 E=1,400,000 2-4 x10 NO. 2 Fb = 800 E=1,400,000 2-4 x12 NO. 2 Fb = 750 E=1,400,000 MERE: b = EXTREME FIBER IN BENDING = MODULUS OF ELASTICITY v = HORIZONTAL SHEAR = 175 PSI - ALL WOOD SIZES. �. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S-4-S) A AND MAXIMUM IOISTURE CONTENT OF 19 PERCENT. i. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR )THER CEMENTITIOUS MATERIALS SHALL BE TREATED 1WTH AN E.P.A. ACCEPTABLE WOOD 'RESERVATIVE (SUCH AS "AQC" - ALKALINE -COPPER -QUATERNARY OR "CBA-A" COPPER cZOLE TYPE A & 8). ALL WOOD CONNECTORS SHALL BE GALVANIZED STEEL OR RUST -PROOF PAINTED {TEFL (U.O.N.). CONTACT WITH TREATED WOOD . ALL GALVANIZED METAL CONNECTORS IN ITEM #5) SHALL BE "TRIPLE-ZINK G-185" GALVANIZED. ANY FIELD WELDS (INTERIOR OR :XTERIOR) OF SUCH CONNECTORS SHALL BE WIRE BRUSH CLEANED AND RUST PROOF 'AINTED. NAILS WHICH ARE PART OF THE "USB" SPECIFIED CONNECTORS (IN REGULAR VOOD) SHALL BE COMMON NAILS (UNLESS OTHERWISE SPECIFIED IN THE CATALOG FOR PECIFIC CONNECTORS). H. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR ;IRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. (DELEGATED ENGINEERED SHOP DRAWING REQUIRED) '\. THESE STRUCTURAL PLANS AND DETAILS INCLUDE TRUSS FRAMING AND GIRDER .AYOUTINFORMATION, WITH SPECIFIED CONNECTIONS TO STEEL, MASONRY OR CONCRETE 3UPPORTS, AND LOADING DATA. 3.. THE TRUSS DESIGNER -DELEGATED ENGINEER MUST CLOSELY FOLLOW THE LAYOUT OF IHE TRUSSES AND GIRDER -TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLAN(S). 3EE "WOOD TRUSS _SYSTEM -DESIGN & PERMIT SUBMISSION" SECTION FOR ADDITIONAL REQUIREMENTS IN THE EVENT THAT THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE TO THIS _AYOUT, HE MUST CONTACT THE ENGINEER -OF -RECORD (AS SOON AS POSSIBLE AND )URING THE BUILDING DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (REVISED LOCATIONS AND MAGNITUDE OF LOADS). ). IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE, PRIOR TO PERMITTING DF THE PROJECT, THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWING, FOR A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD, WILL THEN BE MODIFIED TO INCLUDE ALL THE NECESSARY CHANGES INDICATED ON THE SHOP DRAWINGS AND NEW FRAMING PLANS WILL BE ISSUED (AT POSSIBLE ADDITIONAL COST FOR THESE SERVICES). E. IN ANY CASE, NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTURAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE DELEGATED ENGINEERED TRUSS SHOP DRAWINGS. ESPECIALLY THE LOCATION AND MAGNITUDE OF HEAVY GIRDER GRAVITY LOADS AND UPLIFT FORCES AND THEIR EFFECTS ON THE SUPPORTS AND FOUNDATION. 2. DESIGN AND FABRICATE MEMBERS IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" (NDS) 'AMERICAN FOREST AND PAPER ASSOCIATION" (AFPA) AND "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" (ANSI/TPI 1). ALL OF THE EDITION SPECIFIED IN THE BUILDING CODE AT THE TIME OF PERMIT APPLICATION. 3. TRUSS CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, WHO SHALL BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE DELEGATED ENGINEER SHALL DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS TO BE GALVANIZED. 4. ALL TRUSS CONNECTIONS TO. THE SUPPORTING WALLS OR BEAMS, HAVE BEEN SELECTED BY THE ARCHITECT OF RECORD, BASED ON THEIR CAPACITY TO RESIST UPLIFT AND LATERAL WIND FORCES CALCULATED SEPARATELY, BASED ON "COMPONENT & CLADDING" WIND FACTORS. COMBINATION "UPLIFT + LATERAL" FORCES ON THE TRUSS BEARING CONNECTORS, HAVE BEEN CALCULATED BASED ON "MAIN WIND FORCE RESISTANCE" FACTORS. 4.1 THE TRUSS DESIGNER SHALL SPECIFY AND INDICATE ON THE SHOP DRAWINGS ALL THE TRUSS TO TRUSS OR TO GIRDER TRUSS CONNECTIONS (SEATS, BRACKETS, STRAPS, CUPS, ETC.). 4.2 THE ARCHITECT OF RECORD SPECIFIED THE TRUSS OR GIRDER -TRUSS CONNECTIONS TO STEEL, MASONRY, WOOD BEAMS/PARTITIONS OR CONCRETE SUPPORTS. 5. THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS RECOMMENDED BY THE "TRUSS PLATE INSTITUTE". TRUSS DESIGNER ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON PLAN, ALL LATERAL BRACING OF ANY TRUSS INDIVIDUAL MEMBERS, AS REQUIRED BY THE TRUSS DESIGN AND FOR STABILITY AND SAFETY DURING ERECTION. 6. TRUSSES SHALL BE INSTALLED WITHIN THE "OUT OF PLUMB" AND "OUT OF PLANE" TOLERANCES, AS PER THE "TRUSS PLATE INSTITUTE". ANY TRUSS EXCEEDING THE SPECIFIED PLUMB TOLERANCE MUST BE REALIGNED OR REPLACED. 7. ALL WOOD TRUSS CONNECTORS SHALL BE GALVANIZED STEEL OR RUST -PROOF PAINTED STEEL. ANY FIELD WELDS (INTERIOR OR EXTERIOR) OF SUCH CONNECTORS SHALL BE WIRE BRUSH CLEANED AND RUST PROOF PAINTED. SEE "WOOD" SECTION FOR GALVANIZED CONNECTORS AND TREATED WOOD REQUIREMENTS. B. CONTRACTOR SHALL NOT CUT, MODIFY OR ALTER ANY TRUSSES. IN THE EVENT THAT A TRUSS NEEDS MODIFICATIONS OR ALTERATION, THE CONTRACTOR SHALL NOTIFY THE TRUSS COMPANY WHO WILL INSPECT THE FIELD CONDITION AND PROVIDE REMEDY DETAIL(S) SIGNED AND SEALED BY THE TRUSS DELEGATED ENGINEER, TO BE REVIEWED BY THE A/E OF RECORD, PRIOR TO START OF REPAIR WORK. 9. INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN 6 FT. SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A FLORIDA REGISTERED ARCHITECT, A REGISTERED STRUCTURAL ENGINEER OR A LICENSED CONTRACTOR, TO ASSURE PROPER TRUSSES HANDLING, UFTING, PLACEMENT, TEMPORARY BRACING, BRIDGING, ETC.. PLYWOOD ROOF DECKING AND DIAPHRAGM: 1. PLYWOOD DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS' AND THE APPLICABLE SECTIONS OF THE LOCAL BUILDING CODE. 2. INSPECTIONS. COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE LOCAL BUILDING DEPARTMENT, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE DECK/ROOF STRUCTURE REQUIRING INSPECTIONS. 3. PLYWOOD ROOF DECKING• 3.1 SHALL BE 19/32" MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 3.2 AT ALL INTERIOR SUPPORTS: CONNECT. PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d (MINIMUM) GALV RINK -SHANK NAILS, SPACED AT 6" O.C. MAX. AT SUPPORTED EDGES OF THE PLYWOOD SHEETS AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS. 3.3 AT GABLE ENDS AND PERIMETER: NAILS SHALL BE SAME AS IN #I SPACING SHALL BE 4" ON CENTERS MAXIMUM TO A DISTANCE OF 48" FROM EDGE OF ROOF. PLYWOOD FLOOR DECKING AND DIAPHRAGM: 1. BASE PLYWOOD SHALL BE.ZZ32° MINIMUM. THICKNESS, TONGUE & GROOVED. "CDX" TYPE AND SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 2. CONNECT PLYWOOD DECKING TO STRUCTURE WITH GLUE AND WITH 10d GALV. NAILS, SPACED AT 6` O.C. MAX. AT SUPPORTED EDGES AND AT 10" O.C. LONG THE INTERMEDIATE SUPPORTS. 3. SEE ARCHITECTURAL DETAILS FOR ADDITIONAL PLYWOOD ON TOP OF THE BASE PLYWOOD PANEL (ITEM #1 ABOVE) OR OTHER FLOORING (AS OR IF APPLICABLE). STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPI LES WITH THE REQUIREMENTS OF THE FOLLOWING CODE(S): STATE OF FV""- 2020 FLORIDG CODE -BUILDING 2020 FLORIDG CODE - RESIDENTI L FLORIDA BUILDING CODE - CURRENT SUPPLEMENTS AND AMENDMENTS ARE INCLUDED WITH ALL THE ABOVE. ALL CODES, SPECIFICATIONS AND OTHER APPLICABLE REFERENCES, SHALL BE OF THE EDITION INDICATED IN THE ABOVE REFERENCED CODE. 2. D I •N •RAVITY OAD : U. S.E: SUPERIMPOSED LOADS: LIVE (PSF) EAD PSF ROOF TRUSSES TOP CHORD 20 15 ROOF TRUSSES BOTTOM OR == 10 RESIDENTIAL 40 20 RESIDENTIAL -BALCONY 60 10 STRUCTURAL DESIGN CRITERIA - WIND: 1. WIND DESIGN GRITERIA: WIND DESIGN CODE: ASCE-7 16) METHOD: 2 ND VELOCITY: 1 0 PH ( FD) ENCLOSED BUILDING: OCCUPANCY CATEGORY: 2 GCPi = f0.18 EXPOSURE CATEGORY: "C" Kd = 0.85 MEAN ROOF HEIGHT: 30 FT. MAX. (SLOPING ROOF) CORNER DISTANCE "c" = 5.00 FT. 2. HIND FORCE SUMMARY (A.S.D = 0.60 x LRFD) COMPONENTS s CLADDING: (CHAPTER 30 - PART 1) BUILDING ELEMENT ZONE 1 ZONE 2 ZONE 3 ZONE + ZONE 4- ZONE 5- ROOF TRUSSES ROOFING 3SLOPE -34.7 -60.5 -60.5 WALLS & GARAGE DOORS GLASS WINDOWS/DOORS (10 SQ.FT 38.0 -41.2 -50.8 GABLE HIP 11 END END 3 2 3 3 2 1 2 2 2 2 3 3 2 1 2 2 1 2 3 3 2 3 I o" TYP. IWIND ZONES FOR SLOPED ROOFS (HIP OR GABLE END): a ROOF o FLAT OR SLOPED ZONE ZONE 4 Z(5 E CORNER CORNER GRADE O EB 0004621 Gershon D •3"r I No 36109 �ro ;cc STATE OF •�14/ i�o A 07/01/2021 Date Rev Q Li 0:_1 � � U Q ry Lz Q O w v w ry W Q W (� Cf)O>-� Q LLJ 0 af0:�QO 1- d -I LLL ROBERT G. ISHMAN Q ~ d o U Z n Q Ld n ~ 0 p'Q S moo) - - a a0 oprn =Co N 0 U Ogg Lrn U I- � ¢ Ypm O of x LLI 0, 0 = m Q V) z ^Jv U O 5 CY J N2H GDK PROJ. ##K2020-012 I PROJECT No. G.D. Klieger, Inc. Consulting Structural Engineers 8300 SW 92nd TERR. MIAMI, FL 33156 0 s H E E T Phone: (954) 923-2111 Email: gklieger@att.net 1 S - 1 of 1 Klieger, PE FL. PE #36109 ------------------------------------------------ I I I I I I I I I I I VENTi BLOCK 1> I I I I I I I I I I I I 1 I I i I I I I I I I I VENT BLOCK EMPOESS 4" AFF I Generator Slab I VEND I 0 HANGER DOOR BI-FOLD 45'x 12' Wine COVERED TERRACE SLIDING GLASS DOOR c1 a 12x8 CD 200 CFM 12x8 CD 150 CFM KITCHEN LIVING r-0o01\ � SLIDING GLASS DOOR r> �> 12x8 CD 200 CFM "0 12x8 CD 200 CFM DINING -2 K HEN HOOD GH e UP TO HANGER / GARAGE S T AN 00 CFM L Ft - TANKLESS — CN EXH,)fy LJ - WATER HTR _ 6X CD 50 CFM U-1 filler 6X6 CD X 100 CFM - u 6"0 1 6"0 MUD Rm. Cabin x 2X10 OQeoe o U-2 Cabinet ° Bench Cn O - 24124 RAG UP AHU ' -1 60 - TONS '--------------------- CFM A 11 6 N 4 6X6 CD $ CFM G 8"0 8"0 G (2)-12X1 RA 12x8 CD BEDROOM H 1 200 CFM n Cl. FOYER 12X8 CD GARAGE DOOR GARAGE DOOR 200 CFM I I I I 30X30 INTAKE I I I I I i I I LOUVER I ----- --------------- I I w I I y I I N I I I I I I COVERED TERRACE j � I I � I I I HANGER / GARAGE 2,488 SF FLOOR PLAN - LIVING 1,376 SF FIRST FLOOR I Steps L------------------------ ___.----------------------------------------� FIRST FLOOR HVAC PLAN SCALE: 1/4" = 1'-0" Date Rev. NZ w L U c�z�o 4QlyO LU LaQLL d LU LL (L/ Qn� Lu � � w Lu — fL —1 LL TM1!!gg PROJECT No. NOR7ii '' QQ�ecEN� 'm �PO. 56887 1t� �} �. 5 H E E T STATE OF :. PiL M-1 - --------------------- — I FLOOR PLAN LIVING 1,376 SF SECOND FLOOR SECOND FLOOR s SCALE: 1/4" = 1'-0" Date Rev. � U1 Q lU (Y �-t�fKO cn cp --:3 UL U(�q� W cn 4 W �30}-iL u�itJY ,�itltltdddlp PROJECT No. tp�.. � y e., •,��,��? � a .b-SHEET l e�i •, �d.�' Q� Q EXHAUST FAN SCHEDULE - Date GENERAL NOTES: SPLIT AC UNIT SCHEDULE (TRANS) 1. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL FAN LOCATION SERVED MANUFACTURER MODEL VOLT CFM WA1 5R S.P DRIVE SONES WE}GHi RSV - APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, NOISE & HEIGHT ORDINANCES, PLANS AND SPEgFlCATION& ( pENSE11 AIR FW�ULER COOLING CAPACITY CONDENSER DESIGNATION NOM° SEER REFRIG. TOTAL AIR HANGER EF-1 BATHROOM FANTECH FR-100 120-1-60 60 WATTS 0.4 DIRECT 1.5 5 LEIS. 2. ALL MATERIALS SHALL BE NEW AND ALL WORIWANSHIP AND MATERIALS SHALL DE TONS LFM UYBTIIp@78182 °F WEIGHT WEIGHT Sl31VICE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES�PRO UCT APPROVAL, MOIR NUNBBI A FACE QNCHES O°D°) MOTOR ON - RULES AND ORDINANCES ANY DAMAGED EQUIPMENT SH REPLACED OR MI SUCT.-LIO. Hp lIR WSJ 0.BS1 EF-2 HANGAR GREE:NHECK SBE-1H24 208-1-60 3000 HP 4 0.15 BELT 12 s5 IBIS. RESTORED TO ORIGINAL gTION. MANIA. 3 RESTORED THE T ORI SHALL PROVIDE �C�A$LL, MATERIAALLSSVYIt EQUIPMENT ACCESS AHU/CU-1 3.6 18A B410A 4TTR8042 GAA�42 1370 41.8 31.6 186 22-40 TIC 1/2 0.6 166 8 208-1-�f1D NOS: FU ELI, G IOU ID NST�AWNG AECOMPLETE d;WANED ER CEEI NE SYSTEM. FOR 1. INTERLOCK WITH LIGHT SWITCH (LION). 5. MOTOR SHALL COMPLY WITH FLORIDA ENERGY CODE AND SHALL BE A MIN. OF 87'MEFF. AHU/CU-2 3A 18A R410A 4TTRB0 GAN6M 1200 36 2 L7 1st 18-30 1/2 06 160 B 20B-1_ 0 4. ALL LOUyy�QRRSS, GRILL PIPINGG, ETC STALL BE PAINTED TO MATCH 2. UNIT -MOUNTED SPEED CONTROLLER. 6. ALL FANS SHALL BE MIN. UL-705 LISTED. SURROUNMNG COLOR AND JWTC, AS REQUIRED BY ARCHITECT. VERIFY COLOR NOTES: 3. PROVIDE BACK DRAFT DAMPER. 7. MANUFACTURER SHALL PROVIDE SPEED CONTROLLER FACTORY WIRED FOR ONE POINT AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT 4. PROVIDE FACTORY ISOLATORS OF CONNECTION FOR ALL EXHAUST FANS MAIN BENJAMIN MOORE EPDXY ENAMEL 182. 1. TRANE IS THE BASIS OF DESIGN AND THE STANDARD FOR COMPARISON. - 5 ALL WTTNC,� P INN&� BE BY _HEM P LNG PLANTING 32. MECHANICAL . MANUFACTURER SHALLOR PROVIDELSIZE AHU WITH ES PER FACTORY MOUNTEDRBR'EAKERSO FORNUN UNITS. BASED ON ACTUAL ROUTING OF REFRIGERANT LINES. AND WALL (ktli SH GEIRRAL s. L OPENINGS,IN BUILDING CTURF�FOR DUCTWO! FIRING FTC TO BE 4. MANUFACTURER SHALL PROVIDE COMPLETE WITH ELECTRIC HEAT AND SINGLE POINT ELECTRICAL CONNECTION. 1 Y LARGER(ON ALL SIDES THEN I�„"tI QUTSDE DIM SONS FILL VOIDS 5. MANUFACTURER SHALL PROVIDE COMPLETE FACTORY INSTALLED HI/LOW PRESSURE SWITCH, HI CAPACITY DRYER, ANTI -SHORT CYCLING DEVICE, TH FIRE ANT SLI E FOAM I.E. CHASE -FOAM CTC PR-&% BY CHASE TECHNOLOGY CORP.). CRANK CASE HEATER, SOLENOID VALVE AND NON -BLEED EXPANSION VALVE. 6. CONTRACTOR SHALL PROVIDE COMPLETE WITH 95% EFFICIENT VIBRATION ISOLA I N. 7. BUILDING HVAC CALCULATIONS ARE BASED ON THE FOLLOWING 7. MANUFACTURER SHALL PROVIDE COMPLETE WITH FOUR INCH 45% A.D.S. EFFICIENCY FILTERS. A. INDOOR DESIGN: SUMMER 75 DIDBRH WINTER 70 DDU. 8. MANUFACTURER SHALL PROVIDE UNITS WITH BRONZE-GLO, HOSKY COAT ANTI CORROSION COATING FOR EXTERIOR CABINET, COOLING COIL, do CONDENSER COIL. B OUTDOOR DESIGN: SUMMER R HIR 8/78 6k WINTER 44 DDB. 9. PROVIDE AN AUTOMATIC FLOW SWITCH WITH ALARM/LIGHTINDICATOR IN EACH OF THE AUXILIARY DRAIN PANS. C. BUILDING CONDITIONS: 10. MANUFACTURER SHALL PROVIDE TEN YEAR COMPRESSOR WARRANTY. GLASS U VALUE 1.04 11. ALL UNITS SHALL BE SUPPLIED WITH A 2-STAGE COMPRESSOR. � R VALUE INS 47512. AHU FAN MOTOR SHALL BE OF VARIABLE SPEED TYPE AND SHALL BE CONTROLLED BY A BQC3 CONTROLLER. FAN SPEED SHALL BE MODULATED BY ACTUAL_ LOAD ROOF R VALUE INS 30 CONDITIONS AS A RESPONSE TO THERMOSTAT READING. a PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS A/C 13. SYSTEM CONFIGURATION, CONTROLLER AND THERMOSTATS SHELL PROVIDE CAPACITY AND AIR FLOW UNITS, OR MECHANICAL EQUIPMENT. MODULATION FOR IMPROVED PARTIAL LOAD AND HUMIDITY CONTROL. 9. PROVIDE OM�FSUTTSWLLVIPAENT OSYSTEMS. PROVIDE SETS SUBMITTALS ON ALL EQUIPMENT. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. SECURE AND WELD TO STEELCHANNEL AS REQUITED. 10. HVAC CONTRACTOR MALL WARRANTY ALL MECHANICAL SYYS8T0EM DUC TOILET EXHAUST DUCT DTMRAWINGSTAND ND ALL OTHHERTIONS EQQUUTFOR AM�OD TS ONE (1] YEARNAF�7ER OF j (SHEEtMETAL/ THEPoIOFlN) { STEEL PLATE OR ANGLE CUP BUILDING ANY REPAIRS REQUIRING SYSTEM SHUT DOWN LL DOVE DURING L DOUSE NUT AND WASHER NON OPERATIONAL PERIODS HVAC CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT. W/NEOPN HAWSER SANG TYPE 11. AIR QUALITY SHOULD DE TESTED BEFORE OCCUPANCY AND SHOULD DE INSTRUMENTED _ W/NEOPRENE ISOLATOR ALTERNATE AND MONITORED THEREAFTER, OR AT LEAST AT REGULAR INTERVALS AIR DUCT (SEE PLAN TYPICAL ROOF CAP THREADED SEAL JOINT W MECHANICAL EQUIPMENT NOTES: '"&' AER ROD SCHEDULE; HANGER ROD 1. ALL MECHANICAL EQUIPMENT SHALL BE ARE & U.L LISTED WHERE APPLICABLE SPIN TM FlTTN ° AND RATED FOR THE REQUIRED SRN(CE, PfZESS1RES TEMPERATURES AND SHALL PIPE SIZE ROD 512E PIPE SIZE R(XB SIZE LOCKING NUT BE PROVIDED WITH ALL NECESSARY TRANSFORMERS SEALS VALVES AIR FLOW =" CONNECTIONS ETC. TO FUNCTION PROPERLY. (� AB FLOW 2 NOT USED �i ® UP TOY 3/8' DOA. 4' THRU 6" 5/�8" DNA. SUPPORT NUT f-- HEAVY DUTY CIiMS 3. NOT USED _ HAND 4. PROVIDE BACICIORAFT DAMPERS ON ALL EXHAUST FANS AND/OR ONLINE FANS - WHITE 2 1/2T0 3" 1/Y 6" THRu tY 7/'8" DIA VAPOR BARRIER 5 PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR CEILING INSULATION / .irr IN THE SPECIFICATIONS IF NOT SPECIFIED,AS RECOMMENDED BY L � i6 GAUGE ZINC COATED MANUFACTURER FOR QUIET OPERATIC (NH 99X ISOLATION EFFICIENCY). METAL ROURO SCOOP FITTING TYPICAL WALL CAP m SHEET STEEL AT 6. PROVIDE A MIN. OF 1O° CLEARANCE BETWEEN O/A INTAKES AND VTR OR EXHAUST NSULATED FLEX. DUCT NOTES, 1.- PROVIDE BACI(DRAFT DAMPER W/ BIR SPEED CONTRO WU17H VAPOR dARR1IER N LEAST Ir LONG OPENINGS. INSULATE TOP OF 2.- FLASH & SEAL WALL AND ROOF CAP 7. INDEPENDENT CONTRACTOR SHALL LEST AND BALANCE ALL MECHANICAL EQUIPMENT ALL AR TERMINALS SEAL JOINT PATH EPDXY 3.- PROVIDE INTERNAL ISOLATION AND SOUND INSULATION (SOLID STATE) SUPPORT , AR DUNCES FLORA DAMPERS, AHU & FAN RAS ETC. TO PROVIDE AND DUCT TAPE 4 SUPPORT FAN FROM STRUCTURE PIPE . W U P P O R T DETAIL THE DESGN I MT6ES SHOYM GR THE PLANS OR SQRMULES. PROVIDE T & CABINET EXHAUST FAN DETAIL N.T.S. I REPORT IN ACCORDMRCE WITH THE AR BALANCE COUNCIL STANDARDS,_.SGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. PROVIDE FINAL d CING ITS• FOR ALL SYSTEMS TO SATISFACTION OF OWNER AND ENGINEER.T & B CONTRACTOR DAMPERS TETCC. ARE INSSTTAAUID�FORRPROOPPERR ANDEDQUUIIETDENRA�JS�&RYY.. DIFFU JOB SUPPORT CROSS ANGLE (IF REKa°D) 8. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. 9. RUN INSULATED CONDENSATE DRAINS AS PER PLUMBING DRAWINGS. FLEXIBLE DUCT CONNECTION DETAIL -SUPPLY AR DUCT 10. MOUNT ALL ROOFTOP EQUIPMENT FOR HAND LOADS AND rNTING HEIGHTS AS N.T.S. REQUIRED BY LOCAL CODES, ALL CURBS SHALL EXTEND B' MIN. ABOVE FINISHED _ ROOF. 4" MIN CLEARANCE AROUND AH ui 11. AQ PIPING AND D CT DIRK SHALL BE SN��E STDURUC1URAl EDENg Stn%ARE CR K QOSET TO BE 12' WIDER THAN BAR JOIST QUIRE BRACING AND PROVIDE NECESSARY TRANSITIONS AS REQUIRED --HANGER ROD FOR DUCTWORK INSTALLATION. FLEX -CONNECTION n� U 11 ALL INSULATION ALL HAVE FIFE/SMOKE RATING LESS THAN 25/50. NN00�� TYPICAL Z BAR AR HANDLING UNIT A.H.U. 1C z AANi; DUCTS ACCORDING AND 1WRE DUCT WALL STRUCTURE SPRING ISOLATOR BEYOND 13. PROVIDE MOTOR STARTIRS AS FOLLOWS (UNLESS OTHERNSE RECOMMENDED BY TO SMACNA STANDARDS HANGING DETAIL - REFRIGERANT LINES MOTOR MANUFACTURER . THERMOSTAT i- Ql Ik O A. PROVIDE OVERLOAD PROTECTION - i/3 HP AND ABOVE ALL PHASES} B: PROVIDE ACROSS THE LINE VOLTAGE STARTING SLOW 2 HP. CONDENSATE DEAN 14. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCES. �NFTH TRAP (� SEAL) Cn A MIN. REQUIREMENT SHALL NOT EXCEED A NOSE LEVEL OF 65 013 AS MEASURED = -NEOPR ENE PAD )�I RADIALLY 30 FT FROM THE EQUIPMENT IN ALL DIRECTIONS ®� 15 FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NIYE SET AUPPORT R HANDLING UNIT A.H.U. BELOW STEEL ANdE"xt"x1 Ef PRIOR TO TEST AND BALANCE AND A FINAL SET AT THE END OF ONE YEAR w SERVICE PERIOD. �/ CD LU q W AIR DISTRIBUTION / DUCTWORK NOTES ;rl OI IL 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. , F TYPICAL VERTICAL AIR PROVIDE GALL DRAIN � �� FLOAT SNATCH TO SHUT 2. F-- 2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECTS APPROVAL). UNIT DETAIL ON THE AHU IN CASE OF TOP HUNG BOTTOM HUNG to „uI CONDENSATE OVERFLOW. jY 3. AL 1pUCOTWIWORK WHERE ALLOW pRESSUR DUCT EAB CLASSL�C' AND AND DFAND CEILING RATING SHALLBE ice- IL_ l 11 A S%A & R A - 2" TIHICI( FIBERGLASS DUCT BOARD WITH VAPOR BARRIER (R-8 MIN.) TYPICAL HANGING TYPICAL CHANNEL B. EXHAUST AR - GALVANIZED SHEETMETAL STRAP AND SADDLE MD �NLCT AIR HANGER DETAILS HANDING DETAIL N.T.S. 4. ALL DUCTWORK AND DIFFUSERS SHALL BE RATED FOR THE USEs_F MRE AND TEMPERATURE SPECIFIED AND AS REQUIRED BY THE CEILING ssYY�a�ittao+r RATING. 5 SSAADUCNA)'IM ANDSHALL ADEND LOCAL GILDING IN ®IN ACCORDANCE WITH MI E T H ®D S ®F HANGING DUCTS DETAIL uxrr vwne B1w'" & ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS 7. SEAL ALL DUCTS. _JgNTS AND SEAMS IN AN APPROVED MANNER AND INSURE LEAKAGE. AAcGE• & PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF DAMPERS REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS ETC. eEe ear 9. PROVIDE VANED ELBOWS IN ALL CASES, SPUTTER DAMPERS MERE INDICATEDS PER � ®E � sEs � ON DRAWINGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER & a� O" CLIP® ANCHOR Pae i Tw. aoxc�E nax . 0 �CM CONNECTIONS cup 10. TERMINAL AR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS � 3 PRONE s� AT (FILING DIFFUSER EQUIV. TO TITVIE S MODEL BE T aeo r� vos �~ RETURN REGISTER EQUIV. TO TIIUS MODEL 355 FL ON ALL G WANE BRACKwAlonaff ET pp WNDETE 51.A1i PRw2Cf 1EFnOmM/r L2EJx UP RETURNSIDEWAREGISTER EQUIV. TO TUTUS MODEL 250 FL ° E sew r� - E TO a AC+ LIKE �� ~ COORDINATION NOTES: eBNE �T r a� a :Fes 1. A/C CONTRACTOR SHALL BE RESPONSIBLE 10 COORDINATE HIS WORK FOR SIZE MR ALE EN 70 �u e€ a ILA Q Lau nnTION CLEARIWCE� ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL ANCORNER o BORM TTP• WIL0 PER ImAsim eETw eEAneesEnaaF �'ou 1 OTIHER 11QADES AND PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW 6 2NRCKET BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWFNG ALL " PER ex rm � °� ® INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS se�€2ue uat PM V 2. WAL� ROOF, AND CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE 5 rE NOMI AL DIMENSIONS ONLY AND ALL DUCT PIPE OR EQUIPMENT PENETRATIONS 4 SHALL BE SLEEVED AND FIDE RATED AS REQUIRED, ADJUST OPENINGS 3. COORDINATE LOCATION OF CEILING DIFFUSE GRILLES AND I OSIERS IN THE i ii _� �_� �_ SECTION Au WERNAL POST � vav FIELD WITH LIGHTS, SPRINKLERS AND ARCHI CTURAL ELEMENTS i �__�_-�-- DAS esrer� BOX n s 4. COORDINATE LOCATION OF ALC UNITS. THERMOSTATS FANS AND DUCTWORK PATH WDET cAeEEr CP1OETCLIP BUILDING STRUCTURE AND O ER 1RADE5 SO THAT NO INTERFERENCES OCCUR O AR SHAFT AS E 10 soa 5 IN GENERAL DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR TO AzegE C(XGENENA R THESE AS REQUIRED. 2 HOOD SUPPORT ANGLE BRACKET O u&u� uaT any Pm uaT sA� vAn ® a' concx+sTe Nou�ee�re0 PAD `N®S S 1 d 4 & CT No. 6. MECHANICAL PLANS IN GENT ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE TYPICAL DUCTWO6C O WEATHER BAFFLE .. •- . COM3L`FIEF ��� � ��� � READ IN CONJUNCTION PATH ARCH. PLUMBING ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS DUCT AND PIPING �"' �' :. mT� F REF LINES OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL BA(I(ORAFT DAMPER _ ,y0�• A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR " •.• ~ • : , y CUP ex: r seems ^A • . AT NO ADDITIONAL CAST To THE OWNER O5 Rae ®06O ® TIE- DOWN RACKETsm YLAY❑uT TO SIT ELBOW TURNING VANE DETAIL 7. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING reTs TIE D❑WN BRACKETS TIE DOWN BRACKET OFFSETS ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUI MENT. EXHAUST ROOF CAP DETAIL O \ ��` CONTROLS" SECTION f �' ML OFFSET F�1 DATUM PIYLE N.T.S. ate 2 esFaer Free MTIM FACE 04 .¢� S � T a _ LJUWN [FrM CONDENSING UNIT I ILBRACKET t. TEST AND ADJUST SUPPLY AND RETURN AIR TEMPERATURES TO BE WITHIN 5% DE ANCHOR SCHEDULE DESIGN REQUIREMENTS EeeEE TE®e 90 ME mars AS791 &S3 FeP !2 Im[ STEEL. t As ,o y'.V' � �, - „a, � S,�, s� ,T„ „m= TMC 3k aero>as w MW Me MOUNTING DETAIL I�C#e348I7 ea• Ewa Foe. 1-3v4• Fu.L EMEB TO we�as, 2-M- Foe � n-UHN" aeuevsw. lam 194312ffia%PI e sw M eeew DISTANCE, r eeeem, sPACewc m ANY AAIAlf7ef ANRde �TDBAR or N.T.S. Bs.de74= CONCRETE SLAB Date: Rev 1 Rat 8/18/21 ELECTRICAL SERVICE METER AND MAIN ---------------- I I I I I I --------------------------------- ! r I I I I I I I I I I I I I I I I I I ! 3M ! G-24 MM w G-13/15 I ! VP/GI I I I G-16 ! I I I I GFCI I I I G-16 I I I I VENT! BLOCK I 1> I I I I GFU I li i I I I G-16 I I I VEND BLOCK EMP#SS 4" AIFF ! L I I I I I I I I I I � I I I I I I I G-14 I I I I Generator Slab I VENt B OCK I I I I I I I G-14 eMTS' !'MAIN' I ! G' GARAGE DOOR G-24 W/GFCI ------------------------------------------ ALL OUTDOOR INSTALLATIONS SHALL COMPLY WITH NEC 110,12, 110.28 AND 358.12. FLOOR PLAN FIRST FLOOR --------------------------------------- HANGER DOOR 45'x 12' BI—FOLD mammon HANGER / GARAGE N ' r ///'', 1' 11.1' 1' ff -7' G-22 G-20 TANKL G-14 WATER G-5/7 . G-9/11 Xt�iEi1 GARAGE DOOR Q H-18 H-18 Wine I /GFCI G-24 COVERED TERRACE SLIDING GLASS DOOR SLIDING GLASS DOOR G-24 a a 1> 1> of LIVING aw KITCHEN rH-13/15 H-11 Refg to A H-3 H-5 -16Ri Pa H\\-17 H' fill r H-19 JD Rm. Cabinet Cabinet -19 rW H-12 H-12 H-12 BEDROOM N 1 H-12 ---------------------------------------------- I I I I I I I I a I � I � I I I HANGER / GARAGE 2,488 SF ! LIVING 1,376 SF I ! ---------------- i SCALE: 1/4" = V-0" MOM H-12 14 H-14 H-14 H-14 WP/cm " G-26 COVERED TERRACE FOYER H -18 H-1 L73�13e[e Steps ---------------------------------------------- H-21 H-21 H-14 a in ALL UTILITIES AND EQUIPMENT AND ACCESSORIES (ELECTRICAL, MECHANICAL, AND PLUMBING) SERVICING THE BUILDING SHALL BE INSTALLED ABOVE THE DESIGN FLOOD ELEVATION. REFER TO ARCHITECTURAL PLANS G-26 POWER LEGEND DESCRIPTION(b SMILE)( RECEPTACLE (25k +18'O.C: A.F.F. U.N.D) TSYMBOL DUPLEX RECEPTACLE (16A. +18.0.0 A.F.F. UAD) W DUPLEX RECEPTACLE (21111. +18b.C. A.F.F. U.ILD) CUPUE1( RECEPTACLE IMAM ( +ftC., ABOVE COUNTER. U.N.DABDVE COUNTER15A, own DUPLE( RECEPTACLE (2/11, +1IrO C. A.F.F. WLD) HALF SKICFED DUPLEX (21A, +18'0.0 AFF. UXA) ® PLUSH FLOOR MOUNTED DUPLEX RECEPTACLE. ® FLUSH FLOOR LIOIlH1ED WAD RECEPTACLE ® FLUSH FLOOR MOUNTED DATA/IELEP((101E GURU SPECIAL FRPOSE RECEPWIC E (3Uk +IftQ A.F.F. UJLD) 241V-N. 29A DENOTES 21A RECEPTACLE SPECIAL PURPOSE RECEPTACLE (wk +1MC. A.F.F. Ul JJNC7IDH BON (4W GALVANIZED SHEII, 18'.UAD) - DATA/IELEPHDIE WRQET (+18'Q A.F.F.WLD) HATCH NEA/INWAlES PHONE. BOUIRET(EEVOLTAGE DETA 01L�OW IL � HATCH 11MIFS PHONE � LOW VOLTAGE DETAL ® W. CABLE BOX SAIEILIIE BON CONNECTION OUTLET SEE Low wLTAGE DETAL 1F#18105TAT. PROVIDE INEMT WIN PULL S1RM 87" ABOVE ACCESSIBLE CUM SEE LOW VOLTAGE DETAIL 2 POLE SKICH 39A RATED (+41' A.F.F. 70 TOP. U.ILD) E1HAUST FAN (SHE MECHANICAL PLANS FOR SPECS) HP RATED DISCONNECT (+W&Q A.F.F. U.KD) NEW► 3R FOR EXTERIOR AND NFMA 1 FOR NIERRIR. G ELECIRIDAL PANELBOARD Il ELEC7RIOAL METER (+w AFF O.0 OF MTR U.ND) PHASE — ——11DICATEs WAM LINE ISOLAItD OD. 3 WA UM— FUSE SIZE ME N FREE AD SUPPORTED -FRAME SIZE TO BLDG. STRUCTURE NUMBER OF POLES NOTES 1. NOT ALL SYMBOLS MAY APPEAR ON PLANS. 2. F THERE IS NO DESR,7UL71ON1 NEXT TO DEVICE, THEN ASSUME LT IS A NEW DEVEE F NOT =111% LOCATE R AS MAIN ON PLANS 3. ALL EQUIPMENT FOR ALL OTHER SYSTEMS SHALL BEAR (NTRL) THIRD PARTY EVALUATIONS AND APPROVALS AS PER NEC 91.7. 11/.3(A)(81 41/.6. 411.1 DESIGNATION / DESCRIPTION N NEW OEM � TA TINST LOT( IO 19OI.ATED GROVE MP WA71ER PROOF Wa GROUND FAULT CIRCUIT N7MUPT lRD IMMESS NOTED DIFFERENTLY MI MINIMUM W= CLEARANCE OCP OVER CURIl PROIECROI oe ON CUM +W OUJOTkS (EIGHT ABDYE FI ISM FL.OR CODE: REFERNCED P40TES 1. AS PER NEC 210.12B 120-VOLT, SINGLE P � 15` AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREASS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. REFER TO NOTE 8 PANEL SCHEDULES. 2. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 3. GFCI PROTECTION REQUIRED FOR ALL KITCHEN, BATHROOM, GARAGE AND EXTERIOR RECEPTACLES. 4. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE ENERGY EFFICIENT LAMPS AS PER FBC 2011, SEC 404 KEY .NOTES: 1. COMMUNICATIONS PANES. 2 COORDINATE RECEPTACLE AND TV OUTLET MOUN71NG HEIGHT WITH ARCHIMCT/0111INER PRIER TO ROUGH -IN. a MOUNTED It MAX FROM TOP OF COUNTER. 4. HOOD ,BOX VERIFY MOUNTING HEIGHT WITH ARCHITECT. t ° •0. r M as �\ ,Ili �� ✓ v _ xMitmi Ail (3 VV 1 Q.1� 7t'1filitit4\ ilL W W c� d ua IK (S)Q�O aLu _ Lu UI u��z� Lu C i IL f PROJECT NO. SHEET 3%H17. P.E. IE.I,1 i PI FL 33179 --------------- Date POWER LEGEND SYMBOL DESCRIPTION SIMPLEX RECEPTACLE (29Ib +lliQQ A.F.F. U.N.)) DUPLEX RECEPTACLE (15A, +10b.Q A.F.F. U.N.D) DUPLEX REMPTACIE (2/A. +le= A.F.F. UAD) DUPLEXRECEPTACLE DWALLED COUMER 15A. ABOVE COUNTER, U.NDABOVE DOUBLE DUPLEX RECEPTACLE (2111A. +18■QQ A.F.F. U.NLD) HALF SKICLED DUPLEX (26& +18'QC A.F.F. UJLO) ® FLUSH FLOOR MOUNTED OUPIEX RECEPTACLE ® FLUSH FLOOR MOUNED QUAD RECEPTACLE ® RUSH FLOOR MOLINIED DATA/IELEPHHOIEE OUTLET SPECIAL PURPOSE RECEPTACLE (3111A. +IMQ A.F.F. U.N.D) 240"l, 21A DENOTES 21A RECEPTACLE SPECK PURPOSE RECEPTACLE (511A, +IMM OFF, W0) m A NCTIONI BOX (4X4■ GALVANIED STFE. llrAN.D) DATA/IELEPHOtE OUTLET (+1IrO.C. A.F.F. UX.D) HATCH - ARE�1A/NDICA ES PH@E. SOURET(EE LOW VOLTAGE OETAL OATABOVE CMNTER) � HATCH AREA lNDICA1E5 PHOMEE LOIN VOLTAGE AL ® TV CABLE BOHC, SATELLITE BON CONIAMIPH OUTLET SEE LOIN VOLTAGE DETAIL. 1HERMOSTAT. PROVIDE 11rEMT ■ T H PURL STWO SRIPZIB ABOVE ACCESSIBLE CEILING. SEE LOIN VOLTAGE DETAL $z 2 POLE SDHITCH 36A RATED (+4e A.F.F. 7D TOP. U.N.)) ENHAUST FAN (SEE MECHANICAL PLANS FOR SPECS') b HP RATED DISCONNECT ( O.Q A.F.F. U.N.D) NEMA 3R FOR EITEI= AND WMA 1 FOR NiER101t. G ELECTRICAL PANELBOARD EECTRICAL METER (+Br AFF QC OF MIR, U.N.D) — — — NDK'ATES CRCUIT LINE ;0PHASE -19MALED CID. 3 FUSE SZE Q� MINE N FREE AR RIPPOM BOA_ -FRAME S2E TO BLDG. SIRUCILRE MAW OF POLES NOTES 1. NOT ALL SVMBOS MAY APPEAR ON PLANS. 2. F IHM 15 NO WMNA71ION NEXT 70 DEVICE, THEN ASSUME IT IS A NEW DEIACE P HOT DOSMK LOCATE IT AS SHOMN ON PLAN& D 3 ALL EQUIPMENT FOR ALL OTHER SYSTEMS SHALL BEAR (N1RL) THIRD PARlY EVALUA7XN8 AND APPROVALS AS PER NEC 997. 11B.3(A)(BI 410.6. 411.3. DESIGNATION DDESCRIr1'ION N MEN DEVICE GM GROW FAULT CJICUR NIERRLPT TA Tim Lm UND URILIESS NOTED DFFE)MY ID MIID mmm U= CFJIRANCi AP VIEAlHER PROOF OCIP am C1RIE87T PRD1mmm OC ON CEMU 4W DENIM M39HT ABOVE FNISIED FLOOR - CODE: REFERNCED NOTES AS PER NEC 210.12B 120-VOLT, SINGLE PH .- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREASS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. REFER TO NOTE 8 PANEL SCHEDULES. 2. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 3. GFCI PROTECTION REQUIRED FOR ALL KITCHEN, BATHROOM, GARAGE AND EXTERIOR RECEPTACLES. 4, A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE ENERGY EFFICIENT LAMPS AS PER FBC 2011, SEC 404 FLOOR PLAN LIVING 1,376 SF SECOND FLOOR KEY NOTES: 1. COM MUNEATION:t PANEL. 2. COORDINATE RE(2PTACLE AND TV OUTLET MOUNTING HEIGHT SECOND F WITH ARCIMCT,/OWNER PRIOR TO ROUGH -IN. 3. MOUNTED 12■ MAX FROM TOP OF COUNTER SCALE: 1/4" = 1'- 0" 4. HOOD .BOX VERIFY MOUNTING HEIGHT WITH ARCHITECT 5. AT1HC ACCESS. RECEPTACLE, LIGHT AND LIGHTMG.ikwr Irrrrg,° SATED AT ATTC Rev Y �l W OL w z Q11�1n�, w LL ® U W Lu 0( 1­ j � n Q W w 0- PROJECT NO. 514EET y M N 1811tMI, P.E. I I� - 2 IW97 ■ CONCRETE SLAB ------------------------ I I I I I I I I I I I I L---------------- -------- �-•� � H-37 H 37'i HANGER DOOR 45'x 12' �'?.+A° H-37 vFPc BI-FOLD I �ON _ ➢D IGF T 4P I I I I. / I I / I t I I / I I I I I I % I I I I I I I I I I I I iVENTI; BLOCK I I Ki I I I Ii I I I I I I I II I ' I I I I i i I II VEND BLOCK ' EMPf ESS 4' AFF I � I ' I I I I I I I I I 1 I � I I %nerator S b VENi B OCK II •\ II I I G-10/12 1 411 ((t:):H:31 G-17 G-17 / \ B C3 to EXHAUST FAN t� G-21 ONO ■ ■ ATIONS e THRU THIS ■ 1 PERMITTEDWALL ARE G.140 awAFF I ' rHANGER TANKLESS G-17 WATER HTR ® G-17 dP O G-19 7fQla \ ® H-31 E[]O H-37 �• COVERED •`'\ H-37 TERRACE !� SLIDING GLASS DOOR a` a — c _ H-3 40, H-37 S LID I N c_ G L.AOS S-= Qe.., . H-3-4p i• �• "• + ` r> c> H-37 TT$ k tk H-31 /' -`�.. -•�• r e.®H-31 H-31 ��k H- 1 L� H-31 LIVING \ �•(k ��k �c�k H-31 a / H-31 H-31 H-31 GC k / 3 aVin! /• H- 1 H-31 1 o�°`mod H-31 c `S�o ING Sink ' Dbl ' dw Oven tk H-31 H-31 H-31 KITCHENok �tk 1 H-33 Refg Cooktop 1-31 Hood L \. % H-31 H-31 3 H' 'Iler 1 H-33 H-333 m. Cabinet H-35 L1-- C k EE[fR0 G-17 \ \ G GARAGE DOOR GARAGE DOOR N I HI-37 G 6/8 G-2/4 I MOON FLTI❑D LIGHT ,gyp � '� �' '� .i''y•� �• — '\ I .\ I I I .\ I I •\ I I • • HANGER / GARAGE 2,488 SF FLOOR PLAN ®—•-- . _._ _ _ _ _ _ y._• FIRST FLOOR — �++Nrr.•z�sF I �r G-17 G-17 _.._.�• COORDINATE POWER REQIJMENTS AND EXACT LOCATION OF POWER FEEDS WITH GARAGE DOOR MANUFACTURER FOR DOOR OPENER OPERATION FIRST FLOOR LIGHTING L T SCALE: 1/4" = 1'-0" NOTM m y > H-35 (,G * TO LN M75 ABOVE row H-33 H 3 c H-33 o H-33 � H 33 333 H-33 1 � FOYER / i Lfi` �.� �•� H--37T/ H-37 \ /. VII-37 dp COVERED /.� H-37 TERRACfj • Steps U) H-37 LIGHTING LEGEND SY'M O DESCRIFTION WET LOCATION ua ramML UNDER CABBET LIGHT ■m WALL MOUNT CEILING MOUNT =4 CCT SELECTABLE LED DOWNI GHT r &N FIT RECESSED $ LIGHT SWIM (+4r A.F.F. TO TOP. UJLD) $p 3 WAY LIGHT $WITCH omr A.F.F. TO TOP. UJLD) $F 4 WAY LIGHT SWIICH (+4r A.F.F. TO TOP. UJLD) DYER SK CH (+41i A.F.F. TO TOP. WLD) COORDINATE TYPE AND COMPAT>B M WAIN LIGHT FIXTURE CUT SHEETS. PROVIDE POWER PACK WHERE 15 REQUIRED EXHAUST FAN (SEE MEOFUI=& PLANS FOR SP" ® mum; MD. DLWLEX TES 1. NOT MI SUM WAY APPEAR ON KAN& L SIX ARgRIE1:I1J IX FLMIS FIR LILKW* FKW SC)EDU� a FIRAW A DISCON E M WEANS RR ALL DODBIN: OW RLOrLES�T1l' LAWS WIN MAT AS PER MMIL131(4 4. ALL E1DCi10A IJW FL tM SIML DEAR OW I= PARIY EYMLATA E AID APPRWMS AS PER NEC 2L7. 11LX(A)04 410A 411A ABBREVIATIONS L. WA W ATHER PROOF ALL LIGHT FIXTURES IN PLENUM SPACES SHALL BE PLENUM RATED. SEE MECHANICAL PLAN FOR PLENUM AREA. r ALARM LEGEND if ]DESCRIEPTION SMOKE ALARM NOTE 1. ALL SMOKE ALARMS SHALL BE HARD WIRED TO KITCHEN LIGHTS' CIRCUIT (AFCI), HAVE BATTERY BACKUP AND INTERCONNECT SO THAT IF ONE IS ACTIVATED ALL WILL SOUND. INSTALL SMOKE DETECTORS 3'-0" HORIZONTALLY FROM AN AIR SUPPLY DIFFUSER OR RETURN, FROM A KITCHEN OR A BATHROOM DOOR AND FROM THE TIP OF A CEILING SUSPENDED FAN AND 10 FEET FROM ANY COOKING APPLIANCE. 2. CARBON MONOXIDE ALARMS ARE REQUIRED WITHIN 10'-0" OF EACH BEDROOM AS PER FBC R315.1 1``�gi{dfdttft7( < . AIicL, rpSRANI. P.E. 56887 r ]94 izei9thP1 0 Nam 5each, FL203179 ) i ftl t. ii ltllq� Date Rev . 1 Bac. 8/18/21 MA W �z�o �C W Lu �1. LL- O U W (y 1— n Q- -A <I NH —J LL, 111 LL 2- IF 1V IW �taaaaS1S1 N fl••. �:11.� ��N IV PROJECT NO, 514EET E=2.1 -- r-- I I I I ------------------------------ ' I I A I I � I I ' COVERED H H-39 TERRACE I I I I I I � I I � I I 0 TERRACE p a4 I/ g ✓ <H-39 . o /I \ � o I � I s d I LINE of OVERHANG i •\ I SLIDING GLASS, DQ,QjP,—_• UA -MAC, '> H-31 1 H-41 M. BATH H-41 t HH-41 H-41 k H-41 .--•� EF�tk EF "•41� Lin W.I.C. C 39 dC-% H-39 ` r kr,45 H I a 5 �t}1-45 Lin / R i i qk Ba 2 D -45 -H H- 4 o.RW 0 �. —% Sk 0 0 -45 1 �k INTERIOR DRYWALL PARTITION 4" H-43 -43 H-43 �•Lk T� F I ._. cl. I I I 6050 HR EGRESS LINE of OVEAHANG FLOOR PLAN SECOND FLOOR MASTER BEDROOM W-39 ice H-39 , _ • H-39 j ® H-31 H-45 3 H-45 k 45/k ® 9/ CFI H-31 I I Sk ,f H-4 i ® / �c H-33 ' 3 H-3 .�t� -4 - H-4 . 5I 1 M LIGHTS j�, l 3 / 0 \".4H-45 © H-31 LIVING 1,376 SF NUNN F' •LW29---rl BEDROOM # 2 6050 HR EGRESS CI. H-43 S'ECOND FLOOR POWER PLAN SCALE: 1/4" = 1'-O" LIGHTING LEGEND SYMBOL DESCRIP•I'ION II. MET LOCATEON ue UIDER CAMNET LIGHT m WALL Vmw cm CEILING G MOUNT =4 CCT SEMABLE LED DONLIGHTr SLIM FIT E» LIGHT SWITCH (+4M' Ass. TD TOP. U.N.D) $g 3 WAY LIGHT SWIICI (44ir A.FF. 10 TOP. U.N.D) 4 WAY LIGHT SWIM (+48' A.F.F. TO TOP. U.ND) 0111M SIVITCH (+4M' AFF. 70 TOP. UJLD) COMIMIE TYPE AND CCPA7EM M VEIH LIGHT FIXTURE CUT SHEETS. PWME POER PAC( *ME 5 REOUXM DRAW FAN (SEE LECIMRCAL PLANS FOR SPEM ® CMG YID. DIm NOTES 1. NOT All S rdlOLS WAY APPEAR ON PLANTS L sm AmmumGIIRAL PLANS FOR Lmm= FDOUI E SOH OULF— S PFAW A DBCMMFZM MEW FOR ALL DOABLE ENDS) FLUOR IT LAMPS WN BALLAST AS PER NE mal3 K4 4. ALL EUB;1iPJOl LIRIP PODIUM SIMAIL WM pmrU 7NR0 PARTY EYALMMA7= AM APPOMS AS Pat NEC 9117. "L3(Aft 4NUL 4114 ABBREVIATIONS _W 1EAM PRODF ALL LIGHT FIXTURES IN PLENUM SPACES SHALL BE PLENUM RATED. SEE MECHANICAL PLAN FOR PLENUM AREA. • E ALARM LEGEND DESCRION- • SMOKE ALARM NOTE 1. ALL SMOKE ALARMS SHALL BE HARD WIRED TOE.`: KITCHEN LIGHTS' CIRCUIT (AFCI), HAVE BATTERY BACKUP AND INTERCONNECT SO THAT IF ONE IS ACTIVATED ALL WILL SOUND. INSTALL SMOKE DETECTORS 3'-0" HORIZONTALLY FROM AN AIR SUPPLY DIFFUSER OR RETURN, FROM A KITCHEN OR A BATHROOM DOOR AND FROM THE TIP OF A CEILING SUSPENDED FAN AND 10 FEET FROM ANY COOKING APPLIANCE. 2. CARBON MONOXIDE ALARMS ARE REQUIRED WITHIN 10'-0" OF EACH BEDROOM AS PER FBC R315.1 Date Rev_ v W F— W o s,_QA W -4 EL Wlul,� 73 �l W PROJECT No. ``".l.-l- yeas s��,. _ 5Wrz =T E-2.2 1 1 • , � - h it ►i , I �. 1 1 'i]1 •7• :1 7 'I '.71 «I • a+ : ill7'w • - -, ',1 •d1 7 —7 1 ail. I «II 1 w '..1 / :7a /ill 7' f r Ail i :., •. . 7 • 7-� . '�71. 1' 1- 1! « a. 1 411117-,71 'Y ♦f 1 :77 •'�3:}L. f }I ♦ 1 f "' 71 Y, _7' 1 >, : I 1 1 9'. 3-.7 h h1 •r�] 1 / 13 1> fl111 Ali- 3 7• 6 h1 7+ 7 I hl 1 • •1 1 ' 1 : 7' II 1 7 11 -.1 a `II4rialh :1 hl. 1 p• ♦ - 1 fl rl a-. •11 I' Y L• • ,', 1.�. 1. 1 ♦.. f1 �. 1 «' i 7- r 1. •'f •. I r ]. it r7.. ]•. , • « / . h :'-� '.1'3 r \ 'A' 610 FlI 2 ZFict 1.�. 71 1 1 7' hl 1 f7w �, , ,.• '.1 :♦hT }1 h• 1.` 1 1 f i. it IN h r'1 ' 17I i h7' «. 1 'i 71 h1 :1 tia ] • IC 7] f S• 1 f 1. `F'� fi fl �: 1 7-�71. " 1 al r' • 1. F' 1 I hl r , `.. `r171 h►1 'J h i.1 r 1 Y1 1- `r1. YI 1.• 1 •f1 fl 11 1 fl:'1 1` f-'.r ` • f 1 / 2:1 1 1 I' 1 ( ti 1 w. 1w'f1a@111111I IF. 0. 1 ♦1 7 '1 �. 1.. h1 11 •• I r� 1. Y 9•: 1'i i. 71 h YI F. ` 7 la �. 1 Yr7'- III 1 • ♦ • /7'w 1 `]1 7 N Y- 7 '1 hl /'Hr I 30 }� 1 ,01 f•I'h 1 7/ r11: f hl 1 hl C• ♦h f'� 1 �. ti7 7 • 1T 1•. 7 121 r-J fl r,7a IN IF. t 1 1: M 1 , 1,, 1 1- h 4 :.71: 1 ,.. 7 1 • ra. 1 hl .rt.7• t. a r �7• 7 1 1 7 ', ] � 31 1 1 71 7 RISER DIAGRAM LEGEND SYMBOL DESCRIPTION Fr—AMI LOADCENTERS — QO P,ANELBOARD — NQOD LwisfOLS SHALL BE MTD O +W A.F.F. UJII METER MILD F,91 VI TO W—W A.F.G.FEED 111IU BUS FUSED DISCONNECT 5•—W TO WI AF.G• { I GROUND SYSTEM ® VOLTAGE SOR WTRAI�i1 SCIEDULESUPP FOR MDIJ CIRCUIT BREAKER Q LIG1iW CONTACTOR (IEGIANC& LAT" DATA CLOSET -.1 f 1' 7 •1 r r 1 1 ] 7 `7' ♦ r I 1 wi 1 DIT13111DIR OF BUIIDNG a TW' OF BUILDING TELEPH0NE/CATV SERVICE RISER ] "f 211 LAYM IY 1100I 'HMO �LL TIRIJ ht1$ �� ARE PERWIFF ED I PANEL F)ANEL 0Hs 1ODA 2DDA MCB MLO 120tIlIM IEIM 1 TVS$ 12'A/240V I I WEYA 1 I I I , I PROVIDE RILL SZE ND WIRE M FULL SZE COPPER }-PIPING , CABLE TO, •• r.Sim SERVICE GEAR CLAMP APPLIED • I' : 1 as (/ , j PROVIDE I COPPER: as ALL GROUND - • 1 GROUNDING ROD DETAIL NOTES: NOT M SCALE 1. CONNECTIONS MADE IMTHN 5Fr OF POINT OF ENTRANCE OF PIPE 00, P ® ® ® ® ® O o �_ o 0 o 2" V 3/8' THREADED SOLID 11,111110101 ION 1Ii' 1 1 � 3—/400 Ko nT, 1—#3 GND THWN CU IN 30M 3—#3 AWG, I-J8 GND 3—#3/O AWG. 1-0 GND THWN CU IN 1 1/2-PC TM CU IN 21EMT `7:' b 7 • .,7E izAII 1 .:g• 7•: p. LF i1 r 7 11 • PRWW —� BONMG JPAM SEE DETM �> 00 I I -42/0 GAD = ELECTRICAL RISER DIAGRAM N. T. S. ELECTRICAL EQUIPMENT ABOVE BASE FLOOD ELEVATION Available Fault Current Calculation Utility Fault Current amperes WA =1,00 E = 240 1= kVA x 1000 = trans. FLA trans. FLA = 417 E I... = trans. FLA x 100 417 transformer Z =•� % Ix.=ampere short-circuit current RMS symmetrical lua = 22,894 amperes Single Phase 240/120 U Point to Point Method Length (distance) (FEET L = 3© Capper in Nonmetallic Raceway Y' factor = 2 x L x I N X C X E L-N (ASC) #conductors perphase I� N 22,894 Phase conductor constant C = 24,297 Phase Conductor P00 kcmil Volt Line to Line EL-L = 240 Volt f = 0.236 Neutral conductor constant C = 24,297 Neutral Conductor (400 kcmd i1 Multiplier Volt Line to Neutral EL-N = 120 Volt f = 0.471 1 +f Line to Line M = 0.809 Line to Neutral M = 0,680 Fault Current at Service Equipment Isc. x M = fault current at terminals of main disconnect L. L = 0 18,529 amperes Is,. x M = fault current at terminals of main disconnect L- N = 0 23,343 amperes YY 1 :-/ rrr•f n IF ' 1 - 7' hl +� f..•1c7• o 0 El MARCOS MISRAHI, P.E. LIC # 56887 19431 NE 19th PI . ' North Miami Beach, FL 33179 Phone (305) 527-3220 ��Pl�i���s'•�EE.13,t ��� Date Rev _ 1 B.D.C. 8/18/21 �l W �- �l LU /JCjJj1j u- ® W1 CC ] W W �v C! Q n/ 11_ d W W tL U� _ PROJECT No. 5HEisT Elall Date Rev PANEL SCHEDULE H Rated Voltage: 120/240V 1PH,3W Manufacturer: SIEMENS LOAD CENTER Mounting: FLUSH Rated Amps: (Cu bus) 225A SPACES: 54 Location: Mud room Type: NEMA1 Main: MLO A.I.C. Rating: 10K (Series rated) KVA KVA NOTES1 CIRCUIT DESIGNATION O.C.P. AWG APPL OTHER HVAC LGT/REC LINEI APPL I OTHER HVAC JLGTIREC AWG O.C.P. CIRCUIT DESIGNATION NOTES 1 4,8 SMALL APPLIANCES 20/1 #12 1.50 1 4.60 #8 50/2 AHU-1 1 2 3 4,8 SMALL APPLIANCES 20/1 #12 1.50 2 4.60 4 5 4,8 REFRIGERATOR 2011 #12 1.00 1 #8 4012 CU-1 1,3 6 7 4,8 DISHWASHER 2011 #12 1.00 2 8 9 48 DISPOSAL 20/1 #12 0.72 1 #12 2011 BATHROOM RECEPT 2 10 11 4,8 HOOD 20/1 #12 0.50 2 #14 1511 BEDROOM 1 RECEPT 2,8 12 13 COOK TOP 5012 #8 3.00 1 #14 15/1 FOYER RECEPTACLES 2,8 14 15 3.00 2 #14 15/1 LIVING RECEPTACLES 2,8 16 17 8 COMM PANEL 20/1 #12 0.50 1 4.60 #8 50/2 AHU-2 1 18 19 218 MUD ROOM RECEPT 15/1 #14 2 4.60 20 21 2,8 DINING RECEPT 2011 #12 1 #10 3012 CU-2 1,3 22 23 DRYER 30/2 #10 2.50 2 24 25 2.50 1 #14 15/1 MASTER BED RECEPTACLES 2,8 26 27 4,8 WASHER 20/1 #12 1.00 2 #12 20/1 MASTER BATHROOM RECEPT 2 28 29 8 LAUNDRY RECEPT 20/1 #12 1.50 1 #12 20/1 MASTER BATHROOM RECEPT 2 30 31 2,8 KITCHEN/LIVING LIGHTS/SD 15/1 #14 2 1.00 #12 2011 TOILET SIT 4 32 33 2,8 FOYER LIGHTS 15/1 #14 1 #12 20/1 BATHROOM RECEPT 2 34 35 2,8 BEDROOOM 1 LIGHTS 1511 #14 2 #14 15/1 BEDROOM 2 RECEPT 2,8 36 37 EXTERIOR LIGHTS 20/1 #12 1.00 1 15/1 SPARE 8 38 39 2,8 MASTER BED LIGHTS 15/1 #14 2 20/1 SPARE 8 40 41 2,8 MASTER BATH LIGHTS 15/1 #14 1 15/1 SPARE 8 42 43 2,8 BEDROOM 2/OFF LIGHTS 1511 #14 2 20/1 SPARE 8 44 45 2,8 LAUNDRY/BATH/CORR LIGHTS 15/1 #14 1 SPACE 46 47 SPACE 2 SPACE 48 49 SPACE 1 SPACE 50 51 SPACE 2 5.04 0.00 0.00 1.50 #8 40/2 1 PANEL'P' 52 53 SPACE 1 5.04 0.00 0.00 0.50 54 SUBTOTAL CONNECTED LOAD: 20.2 0.0 0.0 1.0 11.1 0.0 18.4 2.0 : SUBTOTAL CONNECTED LOAD A/C Area in Sq. Ft. = 2700.0 A/C Load @100%: 18.4 note 1 HCAR Breaker Total less A/C & Other Load= 43.40 Appliance Load @ 100%: 31.3 note 2 Receptacle @ 3W/Sq.Ft. 1st 10 KVA @ 100%= 10.00 Connected Additional Lighting/Receptacle Load @100%: 3.0 note 3 Non -Concurrent Load (A/C) Remainder @ 40%= 13.36 Connected Other Load @100%: 0.0 note 4 G.F.C.I. type circuit breaker A/C load @ 1000/6= 18.40 Lighting/Receptacle Load @ 3W/Ft.: 8.1 note 5 Photo cell controlled Other loads @ 100%= 0.00 Largest Motor @25%: 1.0 note 6 Time switch controlled TOTAL DEMAND KVA= 418 TOTAL CONNECTED LOAD: 62 note Verily C/Bsizewith equipment name plate TOTAL DEMAND AMPS= 174 note 6 Arc Fault Circuit Interrupter PANEL SCHEDULE G SERVICE LOAD CALCULATIONS Rated Voltage: 1201240V 1PH,3W Manufacturer: SIEMENS LOAD CENTER Mounting; SURFACE Rated Amps: (Cu bus) 400A SPACES: 42 Location: Garage Type: NEMA 1 Main: MLO A.I.C. Rating: 35K KVA KVA -- NOTES CIRCUIT DESIGNATION O.C.P. AWG APPL OTHER HVAC LGTIREC LINE APPL OTHER HVAC JLGTIREC AWG O.C.P. CIRCUIT DESIGNATION NOTES 1 TWH 40/2 #8 4.00 1 1.20 #12 2012 GARAGE DOOR 7 2 4 4.00 2 1.20 3 5 TWH 4012 #8 4.00 1 1.20 #12 20/2 GARAGE DOOR 7 6 4.00 2 1.20 8 7 9 TWH 4012 #8 4.00 1 2.60 #8 4012 GARAGE DOOR 7 10 4.00 2 2.60 12 11 13 WELDER 30/2 #10 3.00 1 0.54 #12 20/1 GARAGE RECEPT 14 3.00 2 0.64 #12 2011 GARAGE RECEPT 16 15 17 GARAGE LIGHTS 20/1 #12 1.00 1 0.54 #12 20/1 GARAGE RECEPT 18 19 GARAGE FAN 20/1 #12 1.00 2 0.54 #12 2011 GARAGE RECEPT 20 21 GARAGE EXHAUST FAN 2011 #12 0.50 1 0.54 #12 20/1 GARAGE RECEPT 22 23 PANEL'H' 200/2 SEE RISER 10.72 0.00 9.20 1.00 2 1.10 #12 20/1 EXTERIOR RECEPT 24 15.54 0.00 9.20 1.50 1 1.10 #12 2011 EXTERIOR RECEPT 26 25 27 SPACE 2 20/1 SPARE 28 29 SPACE 1 20/1 SPARE 30 31 SPACE 2 2011 SPARE 32 33 SPACE 1 20/1 SPARE 34 35 SPACE 2 SPACE 36 37 SPACE 1 SPACE 38 39 SPACE 2 #10 30l2 TVSS 150KA PER PHASE 40 42 41 SPACE 1 SUBTOTAL CONNECTED LOAD: 57.8 0.0 18.4 3.5 9.8 0.0 0.0 1 4.9 : SUBTOTAL CONNECTED LOAD A/C Area in Sq. Ft. = 2700.0 A/C Load @100%: 18.4 note 1 HCAR Breaker Total less A/C & Other Load= 85.06 Appliance Load @ 100%: 67.6 note 2 Receptacle @ 3W/Sq.Ft. 1st 10 KVA @ 100%= 10.00 Connected Additional Lighting/Receptacle Load @100%: 8.4 note 3 Non -Concurrent Load (A/C) Remainder @ 400/6= 30.02 Connected Other Load @100%: 0.0 note 4 G.F.C.I. type circuit breaker A/C load @ 1100%= 18.40 Lighting/Receptacle Load @ 3W/Ft.: 8.1 note 5 Photo Cell controlled Other loads @ 100%= 0.00 Largest Motor @25%: 1.0 note 6 Time switch controlled TOTAL DEMAND KVA= 58.4 TOTAL CONNECTED LOAD: 103 note? Verif C/B size with equipment name plate TOTAL DEMAND AMPS= 243 note 6 Arc Fault Circuit Interrupter PANEL SCHEDULE P Rated Voltage: 120/208V 1PH,3W Manufacturer: Siemens, P1 Mounting: SURFACE Rated Amps: (Cu bus) 100A SPACES: 12 Location: See floor plan Type: NEMA3R Main: MLO Project No: 19001.00 A.I.C. Rating: 10K KVA KVA NOTES CIRCUIT DESIGNATION O.C.P. AWG APPL OTHER HVAC LGTIREC LINE APPL OTHER HVAC LGTIREC AWG O.C.P. CIRCUIT DESIGNATION NOTES 1 4 CONTROLLER 20/1 #12 0.50 1 1.00 #12 2011 POOL RECEPT 2 3 SPARE 2011 #12 2 0.50 #12 20/1 POOL & SPA LIGHTS 4,6 4 5 SPARE 2011 #12 1 2.04 #8 3512 POOL PUMP 3HP 1,4,7 6 8 7 SPARE 20/1 #12 2 2.04 9 SPARE 20/1 #12 1 3.00 #8 50/2 POOL HEATER 1,4,7 10 12 11 SPARE 20/1 #12 2 3.00 SUBTOTAL CONNECTED LOAD: 0.0 0.0 0.0 0.6 10.1 1 0.0 1 0.0 1 1.5 : SUBTOTAL CONNECTED LOAD A/C Load @100%: 0.0 note 1 HCAR Breaker Appliance Load @ 100%: 10.1 note 2 Receptacle @ 3W/Sq.Ft. Connected Additional Lighting/Receptacle Load @100%: 2.0 note 3 Non-Cuncurrent Load (A/C) Connected Other Load @100%: 0.0 note 4 G.F.C.I. type Circuit breaker Receptacles @ 3W/Ft.: 0 note 5 Photo cell controlled Largest Motor @ 25%: 1.1 note 6 Time switch controlled TOTAL CONNECTED LOAD: 13 KVA note? Verify CB size with Equipt. Name plate 55 AMP note 8 Arch Fault Circuit Interrupter �. W Q.Wi� �[ < W <[ QL ;I W L►QpU I LI ILI z U, w _N(S)� qn 0- Lu l LI t PROJECT No. 14 �` ..• cry. �,°d, e"? IV tz ,nreWHEET iv MARL p���� ¢¢ L7CkB1P�::�� EM3.2 19431 NE 19&M��l` North Miami Beach, FL 33179 Ph= (305) 527-3220 TO NEW 1C150 'TIC TANK UNDER ERMff OME UNFlELD REQUIRED ;ERVE AREA REQUIRED FIRST FLOOR PLUMBING PLAN + 1 Date BDC 8-18-21 Q LLd —LLd 4 LLd ®r p[ v) �30 <C I LLd rl (L 1L f=RDJEcTNO. SHEET "i I P0-1.1 G Date ■ SCALE: 1/4" = 1'-0" C%� ",*a I � Rev' � W W Q q LLI nznlUY (y w q V ul u m 4� A w Q �a "I" F'FaOJECT No. SWEET P■1.2 'm Date Retie &-U0, 5I f/ Yste�" WL1051 i or 2 Hour Fire Rated Through Penetration Firestop for Sinole Metal Pipe through Gypsum walls using TREMstop WBM. F-ratin T-ratin i or 2 - hour fire rated gypsum wallboard/stud assembly a A) Steel Pipe - 6' dam.(or smaller) Sch 40 (or heavier) steel B) Condlt - 4' diam,(or smaller) EMT or rigld steel Q TREMstopWBM - fill Max. 3/4' an,Rdus at a thickness of 1-1/4 ' (2 Hr. F-ratkV or 3/4' Q Hr. F-rating). 2 Hour Fire Rated 'a Through Penetration Firestop for Single Metal PI through U Concrete floors or walls using ® FYRE-SIL or FYRE-SIL S/L sysee i@A mt to xor. CAJW F-rating = 2 Hr. T-rating = 0 Hr. Floor or Walt assembly = 4 ' thkkcmxrete 6teel Pipe - 4' dlam,(or smaller) SdL 40 (or heavier) steel * Annular space is max. 3/,4' ® A) 3 If thick mkwal Waal (min 4.0 pcf), frlrt fitted B) 1' thidaress of FYRE-SIL or,FYRE-SD- S/L (floors only) •+ • "I V0 ;A NJ q LIM HOT WATER RETURN FROM SYSTEM AQUASTAT THERMOMETER WIRING SECTION 16000 PRESSURE GAGE UNION HOT WATER CIRCULATOR CHECK VALVE BALL VALVE= (TYPICAL) BALANCING VALVE HOT WATER RETURN TO COLD WATER INLET ON WATER HEATER. PUMP SCHEDULE I.D. MANUFACTURER MODEL GPM HIE OF HP REMARKS HWRP TACO HEC-2 2 12 1/20 120/l/60 HOT WATER RECIRCULAIING PUMP DETAIL MOTOR TIMER/ DISCONNECT BY ELECTRIC HWRP-1 d H WR -- 110' F---- HWS 1►--s INSTANT ELECTRIC WATER HEATER UNION TYPICAL 74 T / RELIEF VALVE BALL VALVE TYPICAL pitalmll KIWI ELECTFUC WATER HEATER DETAL LAMP a NMGER •W LOCIONG NUT SUPPORT NUT HEAVY 'I HANGER r .......... :VAPOR BARRIER GAUGE16 ZINC ODATED !SHEET On SAME y shr LONG r r ii i 5 r 1 ♦ t"1, 77 r4 77 i �g_i• Fi' '. tl PIPE SUPPORT DET*AJL -.:� k-i - - M&MO WALL 3/4' Pau VENT Moc ORC xx W x Y TUCK r Maur'5mcm M' MMWMwMM CONCREM (OVER TM HANDLE ,x 3M' DIAMETER '— r WX DRAM, UK 1Y `61OIT AT MRET 'BOO akm PPE I• 'J ! a+ s J a+ 3/4' WASRED RM -•`"fir 12' DIAMETER X 4' THICK SCDRIATED CLEANRIT COVER CONCRETE COLLAR 00 - Z-1406) (IN AREAS VITH NO SLAB) CLFIVW PLUG —L CAST 1RlN UK SWEEP l BEND OR COMB 'r CAST DTDId EXTEKM SAME SIZE ¢ w BM , SEE PLANS AS SANITARY UP TD 6' MA n�[ 11-lu W i OL q W -4 LL �J LLi Q jU Q O (j% _W ul®lYfk F,RDjr=cT No. ® t\\\\111111/AAAf/ ExTERioR CLEANAUT DETAIL �,�°`�, ` �..•'•• Lie ems: ;SHEET In TA ¢m &1 1�oaepos)H0s"ir M Da tE DIRT LEG 30 KW GENERATOR 500,000 BTUH 1" STL 5 —0 1" PE 2 0 ® MAIN SHUT—OFF VALVE EQUIVALENT LENGTH 30'-0" (.5 PSI) NOTES: O COORDINATE HEIGHT OR ROUGH IN FOR NATURAL GAS PIPING WITH EQUIPMENT MANUFACTURER. SHUT-OFF VALVES SHALL FULL PORT BALL VALVES AND BE LISTED FOR NATURAL GAS SERVICE. r�3 ABOVEGROUND PIPING SHALL BE BLACK STEEL PIPING. UNDERGROUNDGROUND EXTERIOR PIPING SHALL BE POLYETHYLENE O PIPING SIZED PER TABLES G2413.4(12) & G2413.4(19). 1111111111 IN• NO SCALE GAS SWIM VALVE uWN !7\ ,I 40, •, B' LpeG `N911AlED OQFING eF wim ® CAP GAS PRESM IEWTDt F REMO PLUMPIING ]NOTES: 1. A. All work shall be preformed in accordance with the Florida Building Code 2017 Edition. B. Drawings: Refer to all drawings for coordination of the plumbing work. C. Arrange and pay for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. Guarantee: The completed installation shall be fully guaranteed against defective materials and/or improper workmanship for a minimum of one year for material and labor. E. All horizontal sanitary piping shall slope at 1/8 inch per foot minimum for3" and larger and at 1/4" slope for 2" pipes and smaller. 2. Shop drawings: Contractor shall submit for approval all specified items. No work shall proceed without the oproval of these submittals. 3. Plumbing fixtures: Fixtures shall be complete with drains, traps, supplies and any other accessory required. 4. Materials: A. Piping: a. Soil, waste and vent: Schedule 40 PVC. Foam Core piping is not acceptable... Provide Standard Weight Cast Iron piping in return air plenums. b. Domestic water piping: Flow Guard Gold CPVC pipe and fittings. Isolate piping from concrete with insulating material. c. Condensate drain: Type L copper pipe and fittings. d. Domestic water supply assembly: Chrome finish tubing with angle shut off valves. e. Insulation: Insulate all hot water lines and steam piping with 1" thick fiberglass insulation, with self sealing jacket. Insulate condensate piping with 1/2" elastomeric insulation. f. Provide three piece brass 'full port ball valves for domestic water service. 5. All water heaters shall meet the standards of the latest energy efficiency code. 6. Piping testing and cleaning A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlonte of 50 ports per million of chloride and as per AWWA Standards. 7. Valves: Domestic water valves shalll be of bronze body, sweat ends. 8. All exterior clean outs shall be terminated up to grade and shall be marked. Pro)dde cleunouts at the base of sanitary stacks. 9. Contractor shall coordinate exact location of sanitary, and domestic water piping before starting any work. Notify Architect/Engineer of any deviations from design drawings. 10. Contractor shall cut and patch to match existing concrete floor to match existing as required for new work. 11. Washing machine supply box shall The provided with shock absorbers and bade fIowgwbD rotors. SYMBOL I DESI sRIFITION SANITAFY LINE __________ VENT LINE NATURAL GAS LINE CD CONDENSATE LINE ----- COLD WATER LINE ------- HOT WATER U14E --- HOT WATER RETURN LINE DQ BALL VALVE CHECK 'VALVE I I BALANCING VALVE FCO FLUSH CLEAN OUT FD FLOOR DRAIN Co CLEAN OUT VTR VENT THRU ROOF PD PLANTEF2 DRAIN RD ROOF DRAIN OD OVERFLOW DRAIN REV i f f 1 1 L i � L' l • 1 l ARS,` ..PFiOJEC:.T No. f3 "� s� , ` HEET y M ITA waro.NWRAg,`r.�.-2.1 8,�:,VM Date Rev. 3/4" ROUTE PIPING' UNDERGROUND BELOW WALL 0 - EWH-1 POT FILLER 3/4" s \II y 3/4" I 1" R\\\ RUM # 1465 WATER FILTRATION SYSTEM TUB M WC - -. 1 /2p jj- - / g - N I \\r ~ " —1" IBLDG SOV HWRP ' -' TYPICAL , - ROUTE PIPING UNDERGROUND BELOW WALL 3/4" I, W " ' 1 ' REF laN 1/ 2" SHR 1/2" \ i wm 3/4" 1 ®®2" *3/4 " K B I " LAV 3/4" " I 3/4" \ ' s 1 /2" 1/2" 3/4" sx HB \e J 1" SINK SHR " SLOPE ALL PIPING 2" AND LESS 0 1/4" PER L.F. SLOPE ALL PIPING 3" AND ABOVE @ 1/4" OR 1/8" PER L.F. SHR " 2 � 2 2" STUDOR VENT .LOW CASEWORK PICAL CLEANOUT s/ TYPICAL COS 7-0 1 n �Ift >�t rLxiaA ®r�s��IIII��y'ormmpos)o Q mic d to to 4 ml ILL- ® U �� J-AU �cf) .L dW 1L :�3C)} fL W DIY I-- -A LL PIROJEGT No. SHEET P=2.2 TYP ill 2USSES TC CHORD TO 2X LEDGER. 3HT @ 10' - 8 3/4" 11•0 ri�riifa #i 29' O _ w < C D n m r � C mU) z --i-i n <M W r l / Z Dmm r—mo t] � 10 = O U3 M coo rn 0) D m XXC O n om C 0 gym= �-0 U) C z0G) Z = O� TYPICAL END [DETAIL M r 00 co _1 f 12 A 21-811 HATCH T.O. B 151-211 T. O. B 201-511 aie Di 1 etto-wf i _MtiitI M9)ate' : �0'-21 `.0'7 INA a r + l I n le z :"34:48 ill -®410 dui by IN 12 A 21-811 HATCH T.O. B 151-211 T. O. B 201-511 aie Di 1 etto-wf i _MtiitI M9)ate' : �0'-21 `.0'7 INA a r + l I n le z :"34:48 ill -®410 dui by IN * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o a s (UNLESS NOTED OTHERWISE) _m° o Q _° * NOTE: ALL CEILING DROPS BELOW BEAM ARE y ; o 0 BY BUILDER. (UNLESS NOTED OTHERWISE) = ao E Y yo o a 2 8 m t c Z c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW y = w y TRUSS I.D. AND TRUSS LOCATION ONLY THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE t m a o ,co ca INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR V V y T V 0 C o o ; 2 ; a GRAVITYAND UPLIFT LOADS. y a c 2 o 2 � FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 a= o t o m a P AND/OR ENGINEER OF RECORD. y a ia- a3i = "' ° a y d y e. t E,> E REPRESENTS THE LEFT SIDE y O O z a .o . o ` OF EACH TRUSS DRAWING " a iu E 2 C SW y y n N U m N Ero , W ( NOTE: REFER TO SIMPSON CONNECTOR 2 y w 2 E 2 m a CATALOG FOR INSTALLATION DETAILS) ° y o c y PFE D c r a 'p -y N O S N y N p A LUS24 H HHUS46 Q-- 5 d o°'� y E 00 10a F 2 3�c! B LUS26 J THA422 R --- C HUS26 K MUS26 S--- v y .0 F- ci y y O C y p HUS28 L THJA26 T--- s' C CD 5; 4j a c t O n rn E HHUS26-2 M HGUS26-2 U - - - _ 2 C, rn;u 3 C. y'wo0 ost.'3 a,,, yNy yt F HHUS28-2 N --- V --- O y 0 �\ G LUS46 P-- X--- x 2— o' E m C y 3 0 HBB HANGER BY BUILDER BBB BEAM BY BUILDER U G F'2 o z C { a n Z LSTA12 @ TC & BC * NOTE: LSTA STRAP 16 -Fa o m a 6 INDICATED TO BE USED IN e' ,D H -5 g o Zt LSTA12 @TC CONCORDANCE WITH . sty`=��=y'-' N U conZb CORNERSET DETAIL. m o ° .y o s p` Y N p m o y LSTA12 @ BC O a m r0° mF-a y 8 o 2 LOADING ROOF FLOOR WIND LOAD L E 1 m Y m e O LIVE LOAD 20 40 ASCE 7-16 m m0 o Of y C O y ~ U DEAD LOAD 15 15 160 C = d a o = o -y._ C yY yr. 'Saw, 200 LIVE LOAD* 0 0 Residential - CAT II >_ Lu sox a Y 2 y N ro9 yo FO O= DEAD LOAD 10 5 Closed c m ow yt h o d o= E w t ppCi ywyc'o3ooz U m�0'- w 2 2 yL 0 TOTAL LOAD 45 60 FBC 7th Ed. 2020 Res 2 O 2 DURATION FACTOR 1.25 1.00 TPI 2014 z N U 45 F . $ my 7 y R y C y y C O LL W y _ N x REV DATE BY REMARKS a a ay E 2 y E .2c 2 0 Revision Per u m1 to receive on 1 07/23/202 GG � � o2 m , m r F SERIALM 5EMA51'93 1012ECM Ill52 044EACE5 CA 3�atiEc200TO _ O. Ut.. Vi y y y E o.. E .- O 2 y O 9 y a y 0 y E .= Z5o _ mym 0Caa0om .y N y5�2 - .L- c5i 2 v � c o 'n N, y C F-- d mZ O C� ,r C C m E Q `m 3 It is understood that above E] APPROVED 0 0 > T = m 0o n o rn « y 2 t conditions have been reviewed & s m 00 4 2 E c a)are acceptable for the fabrication ❑ APPROVED AS NOTED m m.3 03 o at trusses, elevations, pitches, y 2 0 ° E overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT y m cc' o E w R yW y-o 2 no L elevations/pitches, bearing 2 y-5 , o o E conditions & all detail pertaining E] REJECTED m 2 0 F` a g to this truss placement plan. No 2 . O O y �, r y o 0 ` a = g back charges will be accepted y 0 ~ F--` mj without previous written approval DATE 0 a 0 � m � r 0_ M . v a y E E c `oN from an A-1 Roof Trusses ati o o representative. REVIEWED BY o Low o 3 o 'o a c o= p o° o PLAN DATE ARCH: /--/---- STRUCT: / /---- m L 6 o Edyy=--aycO � N > O 2 �> 2 U r 1j t CUSTOMER RONIN DEVELOPMENT LLC .0L w 2 �.c_ y a'� z 2 m— m c c y U E o a y a w, ai y U JOB NAME WITTE RESIDENCE y o v o° d o &�_° s 3Z E y 5 'y D) i L- -y C G L ..y. y y y OPTION(S) y 8 t 92 c L m a ro O N O OL, G 0- ` w°' N w 9 COMMUNITY - 0 y C y C 0 /LOT# y 0 0 = U ° ° as y y m 5 O d 1 y S 2 6 y 3 CITY 0E-= COUNTY �2NU`oz0CD-yz � y y� y T` O C OJ U O j~Q. � y BLDG. BLDG. `s E 2 m 3 S o o 0 TYPE # E 8� -bm NFL v rn y y y r C 6.9 N 2 .- > .D O j JOB # 85919 MASTER O y -yo mm F- V a~ ao d y > E y M y DRAWN SCALE w � ; c w'E OE w � DATE 7/23/21 0 m m GG NTS y o o z> C 0 U (D O d'y y Qg�`E2m�EoiT 0 C 08 d e 0 C0'o 'o ._.'� c'oa 4451 St Lucie Blvd ..y. N o.EE>a Fart Pierce, FL 34946 o W no C co 2 http://www.altruss.com N u= y = 1.` a s U L C tV O Tel. 772-409-1010 -+ J y 2> ._ y y 3 Fax: 772-409-1015 D m ° m ? 0